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22-101385CYIY OF Federal Way PERMIT NUMBER PERMIT APPLICATION PERMIT CENTER + 33325 81h Avenue South + Federal Way, WA 98003-6325 253-835-2607 + FAX 253-835-2609 + permitcenter�,cityoffederalway.com - TARGET DATE SITE ADDRESS SUITE/UNIT # 1709 S. 320th St. PROJECT VALUATION ZONING ASSESSOR'S TAXIPARCEL # $ 1,200,000 CC-C 7 5 2 2 4_ 0_ 0- 0 1 5 TYPE OF PERMIT M BUILDING ❑ PLUMBING ❑ MECHANICAL ❑ DEMOLITION ❑ ENGINEERING ❑ FIRE PREVENTION NAME OF PROJECT Commons at Federal Way - Auto Center Facade Remodel PROJECT DESCRIPTION REMODEL FORMER SEARS AUTO CENTER, PROVIDING EXTERIOR FACADE Detailed description of work to IMPROVEMENTS FOR FOR FUTURE TENANT WORK, LIMITED INTERIOR DEMOLITION, MECHANICAL, ELECTRICAL & PLUMBING IN PREPARATION OF FUTURE TENANTS, SITE be included on this permit only REPAIR & UPGRADES. TENANT IMPROVMENT WORK UNDER SEPARATE PERMIT. NAME PRIMARY PHONE MGP XI COMMONS FW, LLC (206) 439-2330 PROPERTY OWNER MAILING ADDRESS E-MAIL 457 SW 148TH STREET, SUITE 202 ggoodman@merlonegeier.com CITY STATE ZIP BURIEN WA I 98166 NAME PHONE TO BE DETERMINED MAILING ADDRESS E-MAIL CONTRACTOR CITY STATE ZIP FAX WA STATE CONTRACTOR'S LICENSE # EXPIRATION DATE UBI M NAME PRIMARY PHONE DDG ARCHITECTS (206) 285-9992 EXT 102 MAILING ADDRESS 8383 1581h AVE NE, SUITE 250 E-MAIL gregm@ddgarchitects.com APPLICANT CITY STATE ZIP FAX REDMOND WA 98052 NAME PRIMARY PHONE PROJECT CONTACT DDG ARCHITECTS 206 285-9992 EXT 102 MAILING ADDRESS 8383 158th AVE NE, SUITE 250 E-MAIL gregm@ddgarchitects.Com (The individual to receive and respond to all correspondence CITY STATE ZIP FAX concerning this application) REDMOND WA 98052 PROJECT FINANCING NAME OWNER -FINANCED When value is $5,000 or more MAILING ADDRESS, CITY, STATE, ZIP PHONE (RCW 19.27.095) I certify under penalty of perjury that I am the property owner or authorized agent of the property owner. I certify that to the best of my knowledge, the information submitted in support of this permit application is true and correct. I certify that I will comply with all applicable City of Federal Limy regulations pertaining to the work authorised by the issuance of a permit. I understand that the issuance of this permit does not remove the owner's responsibility for compliance with local, state, or federal laws regulating construction or environmental laws. i further agree to hold harmless the City of Federal Way as to any claim (including costs, expenses, and attorneys' fees incurred in the investigation and defense of such claim), which may be made by any person, including the undersigned, and fled against the city, but only where such claim arises out of the reliance of the city, including its officers and employees, upon the accuracy of the information supplied to the city as a part of this application. SIGNATURE: DATE PRINT NAME: Bulletin #100 - February 19, 2020 Page 1 of 2 k:lHandoutslPermit Application VALUE OF MECHANICAL WORK MECHANICAL PERMIT $ 180,000 Indicate horn manM of each (Ype o rxture to be installed or relocated as Part of this project. Ito not include existing fixtures to remain. 10 AIR HANDLING UNITS 1 FANS TBD GAS PIPE OUTLETS OTHER (Describe) AIR CONDITIONER FIREPLACE INSERTS HOODS Icommettall BOILERS FURNACES 3 HOT WATER TANKS (cosh COMPRESSORS GAS LOG SETS REFRIGERATION SYST DUCTING GAS PIPING WOODSTOVES VALUE OF PLUMBING WORK PLUMBING PERMIT $ 38,000 Indicate how maMy of each Wpe of rxture to be installed or relocated as part of this project. Do not include existir�qfitxtttres to remain.. BATHTUBS (or Tub/Sho— Combo) LAYS (Hand Sinksl TOILETS 1 WATER PIPING DISHWASHERS RAINWATER SYSTEMS URINALS OTHER (Describe) 1 DRAINS SHOWERS VACUUM BREAKERS DRINKING FOUNTAINS SINKS (Kitchen/Utilityy WATER HEATERS {Electric} 2 HOSE BIBBS SUMPS WASHING MACHINES TOTAL FIXTURES GENERAL INFORMATION CRITICAL AREAS ON PROPERTY? WATER PURVEYOR SEWER PURVEYOR VALUE OF EXISTING IMPROVEMENTS N/A LAKEHAVEN WATER LAKEHAVEN WATER $ 1,200,000 EXISTING/PREVIOUS USE LOT SIZE (In Square Feet) EXISTING FIRE SPRINKLER SYSTEM? PROPOSED FIRE SUPPRESSION SYSTEM? RETAIL / SERVICE 506,918 SF X Yes ❑ No X Yes n No RESIDENTIAL - NEW OR ADDITION AREA DESCRIPTION (in square feet) EXISTING PROPOSED TOTAL FOR OFFICE USE .................................. ................................ -- ............ - BASEMENT ................................................................................... FIRST FLOOR (or Mobile Home) SECOND FLOOR .....................................................................................----....................... COVERED ENTRY ............................................................. ....................... ............... ..................... .... DECK GARAGE ❑ CARPORT ❑ ....................................................................................................................... OTHER (describe) ........................................................................................................................... _.. r,.xl6imrG ]PROPOSED T07'AL Area Totals **NEW HOMES ONLY" ESTIMATED SELLING PRICE $ 1 # OF BEDROOMS COMMERCIAL — NEW/ADDITION AREA DESCRIPTION Area in Occupancy Group(sj Construction # of Additional Information Square Feet Type Stories NEW BUILDING ADDITION COMMERCIAL — REMODEL/TENANT IMPROVEMENTS AREA DESCRIPTION Area In Occupancy Groupls) Construction # of Additional Information Square Feet Type Stories TOTAL BUILDING 160,554 SF (E) M, S, B TYPE V 2 Unlimited TENANT AREA ONLY 160,554 SF (E) M, S, B TYPE V (Unlimited) 2 PROJECT AREA ONLY 16,721 SF (E) M, S, B TYPE V 2 Area of work is vacant Unlimited (T.I. under sepffuture permit) Bulletin #100 — February 19, 2020 Page 2 of 2 k:lHandoutslPermit Application AU70 CEH7EN FACADIF= IREM(ODEL C 0 0 _(0j\N_3 0 RZ%= wz%y 1701 S 320th ST FEDERAL WAY, WA 98003 GRAPHIC SYMBOLS CONSULTANTS SHEET INDEX KEY PLAN OWNER: ARCHITECT: ARCHITECTURAL: ELECTRICAL: GUILDING SECTION 0451 MGP XI COMMONS FW, LLC DONAHOU DESIGN GROUP, ARCHITECTS L.L.C. SW 148TH STREET, SUITE 202 G-001 COVER SHEET ED ELECTRICAL LEGENDS AND SCHEDULES SOUTH 320th STREET A SECTION IDENTIFICATION � n NORTH ARROW 8383 150TH AVE. NE, SUITE 250 BURIEN, WA 98166 REDMOND, WA. 98052 GS-l.0 CODE SUMMARY El FIRST FLOOR ELECTRICAL PLAN A-3 LOCATED ON SHEET.•. u� D TEL: (206) 880-2g81 eXT 518 TEL: (425) 285-9992 EXT.106 CONTACT: BRYAN GOOTEE CONTACT: JOE DONAHOU E2 SECOND FLOOR ELECTRICAL PLAN A-110 FIRST FLOOR DEMO PLAN E3 ROOF ELECTRICAL PLAN = bgootee�merlonegeier.com EMAIL: oed�dd architects.com l g E4 SITE LIGHTING PLAN A-110.1 SECOND FLOOR DEMO PLAN, i E5 ELECTRICAL ONE -LINE DIAGRAM WALL SECTION ELEVATION MARKER 5TRUCTURAL ENGINEERING: CIVIL ENGINEERING: A-110.2 DEMO ELEVATIONS ELECTRICAL SPECIFICATIONS A-II1 FIRST FLOOR PLAN El ELECTRICAL SPECIFICATIONS SECTION IDENTIFICATION B A-3 m ^ti' FINISH GRADE ELEVATION 55F - SWENSON SAY FAGET PACLAND 934 BROADWAY, SUITE 100 6814 GREENWOOD AVE N. TACOMA, WA 98402 SEATTLE, WA 98103 A-111.1 PARTIAL SECOND FLOOR PLAND A-112 DOOR 8 WINDOW SCHEDULE A-113 WALL 4 ROOF TYPES CIVIL: VI L: O = LOCATED ON SHEET.. TEL: (253) 284-9410 TEL: (253) 522-9510 X 101 A-120 REFLECTED CEILING PLAN CV-1.0 COVER SHEET A-130 ROOF PLAN = Z w CONTACT: RYAN REICHMAN CONTACT: JEFF CHAMBERS CV-1-1 PACLAND GENERAL NOTES U } A-201 EXTERIOR ELEVATIONS 4 DETAIL TOP OF CURB EMAIL: ichambers -spa cland.com A-202 EXTERIOR ELEVATIONS CV-12CITY Of -FEDERAL WAY AND LAKEHAVEN WATER U -2 2 DETAIL IDENTIFICATION A-5 < LOCATED ON SHEET �(�\(O Q TOP OF PAVEMENT MECH / ELEC / PLUMP,: LAND5C,4PE ARCHITECT: DESIGN WEST ENGINEERING URBAN ARENA A-301 BUILDING SECTIONS DISTRICT GENERAL NOTES A-401 WALL SECTIONS 2 OFI OF 10 SURVEY 0 SURVEY A-402 WALL SECTIONS A-403 WALL SECTIONS 3 OF 10 SURVEY 4 m N 110 JAMES ST. SUITE 10(o 11300 SORRENTO VALLEY ROAD, SUITE 230 EDMONDS, WA 98020 SAN DIEGO, GA 92121 4 OF10 SURVEY A-404 WALL SECTIONS 5 OF10 SURVEY A-405 WALL SECTIONS �i INTERIOR ELEVATION TEL: (425) 425-458-9100 TEL: (858) 625-0112 EXT 206 CONTACT: NICOLE OLAES CONTACT: SARAH ALLEN 6 OF 10 SURVEY A-501 DETAILS 1 OF 10 SURVEY SOUTH 320th STREET 1 ELEVATION IDENTIFICATION CENTER LINE nolaes�desi nwesten com g g EMAIL: sarah�urbanarena.com A-502 DETAILS 8 OF 10 SURVEY A-503 DETAILS 9 OF 10 SURVEY A-504 DETAILS 10 OF 10 SURVEY /� WORK AREA W OF ORD A-� < LOCATED ON SHEET A-505 DETAILS N D PROPERTY LINE D-1.0 DEMOLITION AND EROSION CONTROL PLAN A-506 DETAILS D-2.0 EROSION CONTROL DETAILS ROOM 6YM50L OFFICE <ROOM NAME CENTER LINE OF STREAMGENERAL NOTES 5TRUCTUR4L : c-1.0 OVERALL SITE PLAN C-1.1 ENLARGED SITE PLAN VICINITY MAP SI01 GENERAL STRUCTURAL NOTES C-2.0 GRADING AND DRAINAGE PLAN 101 ROOM NUMBER 6102 GENERAL STRUCTURAL NOTES C-3.0 UTILITY PLAN 5201 FOUNDATION PLAN C-4.0 NOT USED ROOM MATERIAL CODES 2 NEW CONTOUR 5202 SECOND FLOOR FRAMING PLAN C-5.0 SANITARY SEWER DETAILS C-6.0 STORM 1st No FLOOR/BASE it 5203 ROOF FRAMING PLAN DRAINAGE DETAILS 5301 TYPICAL CONCRETE DETAILS C-1.0 WATER DETAILS � ; I u 9 _ � 3rd No CEILING f 1. THE WORK DESCRIBED IN THESE PLANS SHALL COMPLY WITH THE 2018 EDITION OF THE INTERNATIONAL BUILDING CODE, MECHANICAL, FIRE, AND PLUMBING CODES. THE CURRENT WA 5302 CONCRETE DETAILS C-1.1 WATER DETAILS 5501 STEEL FRAMING DETAILS C-8.0 PAVING AND SITE DETAILS r ' ,, -. � : _ _, ; ° z " p (,� : •,Q • , - ' �, '' -•} ,r * ; �:,�o;, CEILING HEIGHT 950 SQ.FT. STATE ENERGY, VENTILATION AND INDOOR AIR QUALITY CODES AS AMENDED BY WA 5502 STEEL FRAMING DETAILS C-8.1 SITE DETAILS! . ►. • o ► + y ", SQUARE FOOTAGE D EXISTING CONTOUR STATE AND THE CITY OF FEDERAL WAY. 6101 LIGHT GAUGE DETAILS C-8.2 SITE DETAILS -jL -� C�1,`5C�TG'`lm -`nk�?((d�3�• `�T_7�ti - ��° �i � GRD M I14R<ERS �11 ' 2. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND PROJECT SPECIFICATIONS. 6102 LIGHT GAUGE DETAILS �flnl3 •- ` ` S", , „ •.. , u-- , . « -� " ;• • � ° ' t`.. • / 4 'g ° �' V �' LETTERS IN ONE DIRECTION REVISION CLOUD 3. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS. IN THE EVENT OFJ� CONFLICTS OR CHANGES BETWEEN DETAILS OR BETWEEN THE PLANS AND SPECIFICATIONS NOTIFY THE ARCHITECT IMMEDIATELY. E CHAN I CAL }''� /� I E' L/�Nh+ �V M0.1 MECHANICAL LEGEND NOTES 8 SCHEDULES LD.00 TITLE SHEET ' 4 ,w •- � :- r- - *� .�•- I , '4' , ' -!t .(/ �. OK I MO.2 MECHANICAL SCHEDULES 4 CONT. L1.01 CONSTRUCTION PLAN 3 ,�• , "'' .� +.•, le '"' '•- ;= ' : ': :�' ' NUMBERS IN THE OTHER 2 IDENTIFYING NUMBER 4. ALL DIMENSIONS ARE TO FACE OF CONCRETE, MASONRY, FACE OF FRAMING OR COLUMN CENTER LINES UNLESS NOTED OTHERWISE. M1.1 MECHANICAL FLOOR PLAN L1.02 DIMENSION PLAN , �. ` ° .4 " f' si • 5. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED WOOD OF ANY SPECIES OR FOUNDATION GRADE M1.2 MECHANICAL SECOND FLOOR PLAN L1.11 CONSTRUCTION DETAILS M1.3 MECHANICAL ROOF PLAN L1.21 CONSTRUCTION SPECIFICATIONS Ala _a ,. �+ tir . 0, ° • #� Q e_° �i0 r •• > - �'" - - '� �� -- DOOR 6YM50L M2.1 MECHANICAL DETAILS L2.01 IRRIGATION PLAN r `�" » • 3< DOOR NUMBER G A O REDWOOD. A MA Y AN APPROVED TESTING D R R RED D L D B PPP, VED AGENCY. L2.11 IRRIGATION DETAILS L221 IRRIGATION SPECIFICATIONS ,.• _ ®_ c • - - WALL SYMBOL MATCH L INE SHADED PORTION IS THE SIDE CONSIDERED 6. PROVIDE (1) 2A-105C FIRE EXTINGUISHER (WALL MOUNTED), PER 3000 SQUARE FEET OF FLOOR AREA. MAXIMUM TRAVEL DISTANCE SHALL BE 15 FEET TO AN EXTINGUISHER T.O. CABINET PLUM�j ING L3.00 TREE REMOVAL AND PROTECTION PLAN L3.01 PLANTING PLAN P0.1 PLUMBING LEGEND, NOTES SCHEDULES L3.02 PERIMETER LANDSCAPE TYPOLOGIES PLAN PLUMBING FLOOR PLAN • ` IQ I `� �� • -i" . , _ a ` B G WALL IDENTIFICATION 60' A.F.F. MAX. A.F.F.P. 1. PROVIDE FIRE ALARM AND DETECTION SYSTEMS AS REQUIRED THE KING FIRE MARSHALL L3.11 PLANTER DETAILS P12 PLUMBING ROOF PLAN L321 PLANTING SPECIFICATIONS P2.1 PLUMBING DETAILS !,' • ' o a•.. BY COUNTY _ •-�� L. , WINDOW SYMBOL 8. ALL DECORATIVE MATERIALS ARE REQUIRED TO BE MAINTAINED IN A FLAME-RETARDANT CONDITION. POST 'NO SMOKING' SIGNS IN „ �r �= -•`_„ '' { WINDOW IDENTIFICATION ACCORDANCE WITH THE WASHINGTON CLEAN INDOOR AIR ACT H.B. 62. 9. PROVIDE ILLUMINATED EXIT SIGNS AS INDICATED ON THE CODE ANALYSIS REFLECTED CEILING PLAN AND SPECIFICATION. 10, NO BUILDING OR PORTION OF A BUILDING SHALL BE OCCUPIED OR USED FOR STORAGE PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. 'NO EXCEPTIONS'. IBC EDITION: 2010 INTERNATIONAL BUILDING CODE APPWORK PLANNING, FIRE MARSHAL, AND BUILDING OFFVAL FOR OCCUPANCY 16 ONLY GRANTED ICIAL. � ACCEPTANCE BY PUBLIC II. SEPARATE PERMITS ARE REQUIRED FOR PLUMBING, MECHANICAL, ELECTRICAL, UNDERGROUND OR ABOVE GROUND STORAGE TANKS, AND DEMOLITIONS AND SHALL BE OBTAINED BY THE GENERAL CONTRACTOR OTHER APPLICABLE CODES: 2010 INTERNATIONAL FIRE CODE 2018 INTERNATIONAL MECHANICAL CODE 2018 INTERNATIONAL PLUMBING CODE 2010 WASHINGTON STATE ENERGY CODE (WSEC) ICE A111.1-2009 ACCESSIBILITY REQUIREMENTS WITH WASHINGTON STATE AMENDMENTS PROJECT SITE �Jl D ABBREVIATIONS SCOPE 0 F WORK 12. ALL REQUESTED INSPECTIONS SHALL BE SCHEDULED AS DIRECTED BY THE LOCAL JURISDICTION. 13. ALL REQUESTED CHANGES TO THE APPROVED PLANS SHALL BE PREPARED BY THE TYPE O OCCUPANCY: M - MERCANTILE, B - BUSINESS, FUTURE A - ASSEMBLY (SUBJECT TO 501.4.1 4 501.5) t AND EQ. EQUAL O.C. ON CENTER. PROJECT ARCHITECT AND SUBMITTED TO THE BUILDING OFFICIAL FOR APPROVAL. COPIES TYPE OF CONSTRUCTION : TYPE 3-5, SPRINKLERED L ANGLE EQUIP. EQUIPMENT O/ OVER OF SUCH APPROVALS SHALL BE ON THE JOB SITE PRIOR TO COMMENCEMENT OF WORK. 0 AT EXIST. EXISTING OPP. OPPOSITE CHANGES INCLUDE BUT NOT NECESSARILY LIMITED TO; UTILITIES, ADDITIONAL BASIC ALLOWABLE HEIGHT M = 3 STORY, 15 FT (IBC -TABLE 504.3/504.4) / 50,000 SF (IBC -TABLE 50(o.2) (t CENTERLINE EXPO. � DIAMETER OR EXT. E EXPOSED EXTERIOR PL. PLATE OPENINGS IN WALLS, EXTERIOR BUILDING MATERIALS, FENCE LOCATIONS, RETAINING WALLS, AND BUILDING AREA: B = 4 STORY, 15 FT (IBC -TABLE 504.3/504.4) / 16,000 SF (IBC -TABLE 5062) MODIFY THE EXISTING AUTO CENTER FACADE FOR USE BY MULTIPLE RETAIL TENANTS. ROUND F.O.I.C. FURNISHED BY OWNER PL1'WD. PLYWOOD ROCKERIES, LANDSCAPING, PARKING LOTS, LOADING DOCKS, ETC. TOTAL BUILDING AREA = 160,544 SF CONSTRUCT MEANS OF SECOND FLOOR ACCESS DIRECTLY FROM THE EXTERIOR. L PERPENDICULAR INSTALLED BY CONT'R. P.P. POWER POLE 14, 'ALL DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR AREA OF WORK = 14,4�8 PROPOSED BUILDING HGT= 2 STORY / 42'-0" 0 POUND OR NUMBER PD. FLOOR DRAIN PLAM PLASTIC LAMINATE ENGINEER OF RECORD WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING . A.B. ANCHOR BOLT F.E. ACOUS. ACOUSTICAL AFF. ABOVE FINISH FLR, F.H. FIRE EXTING- UISHER FIRE HYDRANT R RD. RADIUS OR RISER ROOF DRAIN OFFICIAL WITH A LETTER INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND HAVE BEEN FOUND IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING.' IBC SECTION 106.3.42 NOTE: NO TOILETS OR SINKS IN THIS PHASE. THE PLUMBING REQUIREMENTS WILL BE EVALUATED WHEN TENANTS ARE KNOWN THEIR USE SPECIFIC TI PERMITS APPLICATIONS ARE SUBMITTED" PROJECT DATA AGGR AGGREGATE FIN. ALUM. ALUMINUM FLASH. FINISH FLASHING FREC. REF. RECOMMENDED REFERENCE 15. NOTE: AT THE TIME O FINAL INSPECTION, HVAC SYSTEM SHALL BE BALANCED, SHOWING ANOD. ANODIZED FLR FLOOR 1REINF. REINFORCED THAT IT MEETS THE CURRENT MINIMUM INDOOR AIR QUALITY CODE. IN ADDITION A PRELIMINARY COMMISIONING REPORT BE SUBMITTED TO THE BUILDING OFFICIAL FOR WALL PROTECTION PER CONSTRUCTION TYPE 5-8= (IBC -TABLE 601): APPROX. APPROXIMATE FLUOR FLUORESCENT REQ'D. REQUIRED APPROVAL. STRUCTURAL FRAMES: NO FIRE RATING REQUIRED SITE AREA 506,918 SQ FT ± / 8.86 ACRES ARCH. ARCHITECTURAL FOUND. FOUNDATION RM. ROOM EXTERIOR BEARING WALLS: NO FIRE RATING REQUIRED ASPH. ASPHALT FRM'G. FRAMING 16. ALL REQUIRED HVAC SMOKE DETECTORS SHALL REPORT TO THE TROUBLE SIDE OF THE INTERIOR BEARING WALLS: NO FIRE RATING REQUIRED ZONING CITY CENTER CORE (CC-C) FT. FOOT OR FEET S. SOUTH FIRE ALARM PANEL ONLY. EXTERIOR NON BEARING WALLS E PARTITIONS: NO FIRE RATING REQUIRED BD. BOARD FTG. FOOTING S.C. SOLID CORE INTERIOR NON BEARING WALLS E PARTITIONS: NO FIRE RATING REQUIRED BUILDING GROSS AREA 160,544 SF 0 BLDG. BUILDING FURP, FURRING SCHED. SCHEDULE FLOOR CONSTRUCTION NO FIRE RATING REQUIRED AREA O WORK 14,418 SF BLK BLOCK GA. GAUGE SHT. SHEET ROOF CONSTRUCTION NO FIRE RATING REQUIRED BLK'G. BLOCKING GALV. BM. BEAM G.C. GALVANIZED GENERAL CONTRACTOR SHT'G. SIM. SHEATHING SIMILAR WALL OPENING PROTECTION PER SEPARATION: (IBC TABLES 602) PARKING STANDARD STALLS: 841 HANDICAP STALLS: 11 BOT. BOTTOM GL. GLASS SPEC. SPECIFICATIONS NORTH WALL 30'-0'+ NO FIRE RATING REQUIRED ELECTRIC CHARGING STALLS: 2 B.U.R. BUILT UP ROOF GND. GROUND Sa SQUARE SOUTH WALL 30'-0'+ NO FIRE RATING REQUIRED TOTAL STALLS: 854 GR. GRADE STD. STANDARD EAST WALL 30'-0'+ NO FIRE RATING REQUIRED 0 GAB. CABINET GP. GROUP STL. STEEL WEST WALL 30'-0'+ NO FIRE RATING REQUIRED BUILDING HEIGHT (STORIES / FT.) TWO STORY /42'-0' (ALLOWABLE HEIGHT = 15'-0' PER IBG TABLE 5043) C.B. CATCH BASIN G.Ua GYPSUM WALL STOP, STORAGE GEM. CEMENT CH. CHANNEL GYP. BOARD GYPSUM STRUC. SUSP. STRUCTURAL SUSPENDED G.J. CONTROL JOINT 6.4 V. STAIN AND VARNISH LEGAL DESCRIPTION DEFERRED SUBMITTALS CLG. CEILING HDWR HARDWARE SVC. SERVICE CLR CLEAR HDCP. HANDICAP SYM. SYMMETRICAL C.O. CLEAN OUT HDWD. HARDWOOD S/W SIDEWALK COL. COLUMN H.B. HOSE BIBS TAX PARCEL NUMBERS Z'FIRE SUPPRESSION PLANS 4 CALCULATIONS GONG. CONCRETE H.C. HOLLOW GORE T. TREAD C�BUILDING PROTECTION CONN. CONNECTION P.M. HOLLOW METAL TC. TOP OF CURB �622400015 ❑GREASE HOOD CONSTR CONSTRUCTION HORIZ. HORIZONTAL TEL. TELEPHONE THENCE ALONG SAID EAST LINE NORTH 01'12'15" EAST 516.90 FEET TO THE SOUTHERLY LIMIT ❑ OTHER SPECIAL PROTECTION CONT. CONTINUOUS HR HOUR TA G. TONGUE AND GROOVE OF A SECTION OF EXTRA WIDTH HIGHWAY RIGHT-OF-WAY AS RECORDED SEPTEMBER 11, 194-1 G.T. CERAMIC TILE HT. HEIGHT TI-K THICK PROPERTY DESCRIPTION UNDER KING COUNTY RECORDING NUMBER 3-122661, ❑ PLUMBING PLANS CTR CENTER T.O.P. TOP OF PLATE C'FIRE ALARM SYSTEM PLANS AND CALCULATIONS CTSK COUNTER SUNK INST. INSTALLATION T.P. TOP OF PAVEMENT THAT PORTION OF LOT 1, SEA TAG MALL, AS PER PLAT RECORDED IN VOLUME 9-1 OF PLATS, THENCE ALONG THE SOUTHERLY LINE OF SAID RIGHT OF WAY SOUTH 55'41'45" EAST 15.00 INSUL. INSULATION T.W. TOP OF WALL PAGES 39 THROUGH 42, MORE PARTICULARLY DESCRIBED AS FOLLOWS. FEET. ❑ MECHANICAL PLANS k CALCULATIONS (INCLUDING ANY REQUIRED FIRE/SMOKE DAMPERS) DBL. DOUBLE INT. INTERIOR TYP. TYPICAL ❑ ENERGY CODE PLAN REVIEW DEPT. DEPARTMENT BEGINNING AT THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF SECTION 16, THENCE ALONG THE EASTERLY LINE OF SAID RIGHT OF WAY NORTH 01'12'15" EAST 2213.33 FEET, ❑ MECHANICAL DET. DETAIL LAM. LAMINATED U$.C. UNIFORM BUILDING TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLIAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON. ❑ LIGHTING DIA. DIAMETER LB. POUND CODE THENCE PARALLEL TO THE NORTH LINE OF LAST SAID SUBDIVISION SOUTH 88'16'31" EAST DIM. DIMENSION LOC. LOCATION UNF. UNFINISHED THENCE ALONG THE NORTH LINE OF LAST SAID SUBDIVISION, NORTH 88°16'31" WEST 1951.16 1l8.36 FEET, ❑ FIRE RATED ASSEMBLIES; DN. DOWN U.ON- UNLESS OTHERWISE FEET. ❑ DOORS AND FRAMES DR DOOR MATL. MATERIAL NOTED THENCE PARALLEL TO THE CENTERLINE OF PACIFIC HIGHWAY AS DEFINED BY MAP AND ❑ WINDOWS AND FRAMES D.S. DOWNSPOUT MAX. MAXIMUM THENCE SOUTH 01'13'23" WEST 50.00 FEET TO THE SOUTH LINE OF SOUTH 320TH STREET (P.S.H. PROFILE BEARING APPROVAL DATE OF MAY 25, 1913, NORTH 011215" EAST 1-18.00 FEET TO ❑ WALLS DWG, DRAWING MFP, MANUFACTURER VERT. VERTICAL NO.5) RIGHT OF WAY, SAID LINE DEFINED IN KING COUNTY RECORDING NOS. 2-126484, 2126485 THE SOUTH LINE OF SOUTH 320TH STREET (P.S.H. NO. 5) RIGHT OF WAY AS PREVIOUSLY M.H. MANHOLE AND 2148162, BEING THE TRUE POINT OF BEGINNING. DEFINED (THE NORTHERLY EXTENSION OF LAST SAID COURSE WOULD INTERSECT THE NORTH ❑ FLOOR/CEILINGS REVIEWED FOR CODE E. EAST MECH. MECHANICAL W. WEST LINE SAID NORTHWEST QUARTER, 240.68 FEET EASTERLY OF ITS NORTHWEST CORNER AS ❑ ROOF/CEILINGS COMPLIANCE EA. EACH MIN. MINIMUM W/ WITH THENCE SOUTH 01'42'2g" WEST 400.00 FEET ALONG A LINE WHICH IS 9O'OO'OO" TO THE SOUTH MEASURED ALONG ITS NORTH LINE" FOR COMPLIANCE WITH THE APPLICABLE ❑ SHAFTS CONSTRUCTION CODES IDENTIFIED BELOW. E.IFS. EXTERIOR INSULATION MISG. MISCELLANEOUS WD. WOOD LINE OF SAID SOUTH 320TH STREET TO A POINT. El OTHER PENETRATION PROTECTION ®BUILDING ESTRUCTURAL FINISH SYSTEM MTD. E.J. EXPANSION JOINT MTL. MOUNTED METAL WDW. W/O WINDOW WITHOUT THENCE NORTH 88°16'31" WEST 14.00 FEET ALONG A LINE WHICH IS PARALLEL TO SAID NORTH THENCE ALONG SAID SOUTH RIGHT OF WAY SOUTH 00'16'31 EAST 410.00 FEET TO THE TRUE POINT OF BEGINNING. ®MECHANICAL ®PLUMBING Z TENANT IMPROVMENT PLANS FOR ALL SUITES ❑ELECTRICAL ®ENERGY EL. ELEVATION W.P. WATERPROOF LINE OF SECTION 16 TO A POINT. ®ACCESSIBILITY [:]FIRE ❑OTHER: ELECTRICAL N. NORTH W.R. WATER RESISTANT EXCEPT THAT PORTION THEREOF CONVEYED TO THE CITY OF FEDERAL WAY FOR RIGHT OF ELEV. ELEVATOR N.I.G. NOT IN CONTRACT WSCT. WAINSCOT THENCE SOUTH 01'43'29" WEST 524.32 FEET ALONG A LINE WHICH IS 90'0'00" TO THE SOUTH WAY PURPOSES BY DEE RECORDED MAY 1-1, 2000 UNDER RECORDING NUMBER PLAN REVIEW ACCEPTANCE OF DOCUMENTS ENCL. ENCLOSURE NO. NUMBER WT. WEIGHT LINE OF SAID SOUTH 320TH STREET TO A POINT. 20000511000228 DOOCEEDIES NOT VIOLATIONZE CONSTRUCTION PROCEED IN VIOLATION OF ANY FEDERAL, E.P. ELECTRICAL PANEL N.T.S. NOT TO SCALE THENCE NORTH 88°16'31" WEST 580.96 FEET ALONG A WHICH IS TO SAID STATE, OR LOCAL REGULATIONS. D LINE PARALLEL AND EXCEPT THAT PORTION THEREOF TAKEN BY THE CITY OF FEDERAL WAY FOR RIGHT OF BY: DATE09/06/22 NORTH LINE OF SECTION 1(o TO A POINT ON THE EAST LINE OF PACIFIC HIGHWAY NOT1H AVENUE WAY PURPOSES BY DECREE OF APPROPRIATION IN KING COUNTY SUPERIOR COURT CAUSE WEST COAST CODE CONSULTANTS,INC. SOUTH) RIGHT-OF-WAY AS DEFINED BY MAP AND PROFILE BEARING APPROVAL DATE OF NO. 01-2-29481-3 KNT, ENTERED MARCH 21, 2002 AND RECORDED APRIL 3, 2002 UNDER MAY 25, 1913 AND AS REFERENCED UNDER KING COUNTY RECORDING NUMBER 11-18233. RECORDING NO. 20020403002613. Donahou Design Group 8383 158th AVE NE SUITE 250 REDMOND, WA 98052 425.285.9992 ddgarchitects.com REGISTERED /'i� CH'TEc't IMNAHOU OMMINGTON c0 Z w O w 4 Z Z O z O fQ N m } U w o ( O IL Ld Q N N 6 N N N N N Y as U w T_ O 0 0 Q r (L z � m N � � pU w z U 0 w m o Ld O F Q W N � m O N N 0� Q) D 0 o om RESUBMITTED 8/23/2022 CITY OF FEDERAL WA COMMUNITY DEVELOPMET QJ 22-101385 W 0 J 0 W O. Q ww�� LLJ C) 0 U vJ I_ Q LL U o 3: Q CM J w Q0�w � LU 0 0 C+ / r w z z W O c) 2 O 0 Oa U DRAWING CONTENTS: COVER SHEET DRAWING NO.: G-001 ACCE55I5IL ITY NOTES: ACCESSIBILITY NOTES: THIS PROJECT SHALL COMPLY WITH THE ICC/ANSI All-1.I-2009 AND THE IBC CODE 2015 WHICHEVER IS MORE RESTRICTIVE. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE CODE EVEN IF NOT SPECIFICALLY DETAILED IN THE CONSTRUCTION DOCUMENTS. NOTE THAT NOT ALL ELEMENTS SHOWN ON THIS ACCESSIBILITY SHEET EXIST IN THE SCOPE OF WORK FOR THIS PROJECT. THIS SHEET IS INTENDED TO SERVE AS A GUIDE FOR THIS WORK AND FUTURE TENANT WORK DONE UNDER SEPARATE PERMIT. I. FLOOR SURFACES SHALL BE STABLE, FIRM AND SLIP RESISTANT. 2. OPENINGS IN THE FLOOR SURFACES SHALL BE OF A SIZE THAT DOES NOT PERMIT THE PASSAGE OF A 1/2" DIAMETER SPHERE UNLESS SPECIFICALLY ALLOWED AND NOTED WITH THE ENCLOSED DETAILS. ELONGATED OPENINGS SHALL BE PLACED SO THAT THE LONG DIMENSIONS IS PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL. 3. LEVEL CHANGES: 3.1. CHANGES IN LEVEL OF 1/4" MAX SHALL BE PERMITTED TO BE VERTICAL. 3.2. CHANGES IN LEVEL GREATER THAN 1/4' AND NOT MORE THAN 1/2' SHALL BE BEVELED WITH A SLOPE NO STEEPER THAN 1:2. (RISE. -RUN). 3.3. CHANGES IN LEVEL GREATER THAN 1/2' SHALL BE RAMPED AND SUBJECT TO CHAPTER 1010. 3.4. CARPET OR CARPET TILE SHALL BE SECURELY ATTACHED AND SHALL HAVE A FIRM CUSHION, PAD OR BACKING OR NO CUSHION OR PAD. CARPET OR CARPET TILE SHALL HAVE A LEVEL LOOP, TEXTURED LOOP, LEVEL CUT PILE OR LEVEL/UNCUT PILE TEXTURE. THE PILE SHALL BE I/2' MAX IN HEIGHT. EXPOSED EDGES OF CARPET SHALL BE FASTENED TO THE FLOOR AND SHALL HAVE TRIM ALONG THE ENTIRE LENGTH OF THE EDGE. 4. CLEAR FLOOR SPACE: 4.1. FLOOR SURFACES OF A CLEAR FLOOR SPACE SHALL HAVE A SLOPE NO STEEPER THAN 1:46. 4.2. UNLESS OTHERWISE NOTED, CLEAR FLOOR SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE REQUIRED BY CODE. 4.3. UNLESS OTHERWISE NOTED, THE CLEAR FLOOR SPACE SHALL BE POSITIONED FOR EITHER FORWARD OR PARALLEL APPROACH TO AN ELEMENT. 5. ACCESSIBLE ROUTES: 5.1. ACCESSIBLE ROUTES WILL INCLUDE WALKING SUF;;RI=ACES WITH A SLOPE NO STEEPER THAN 1:20, DOORS/DOORWAYS, RAMPS, CURB RAMPS, ELEVATORS d PLATFORM LIFTS. 5.2. ACCESSIBLE ROUTES SHALL NOT INCLUDE REVOLVING DOORS, REVOLVING GATES OR TURNSTILES. 5.3. THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20 WITH A MAX GROSS SLOPE OF 1:48 (2 %), SLOPES STEEPER THAN 1:20 SHALL COMPLY WITH THE CODE REQUIREMENTS FOR RAMPS REFERENCE SECTION 1010. 5. 4. AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN 60" SHALL PROVIDE PASSING SPACES AT INTERVALS OF 200' MAX. THE PASSING SPACE SHALL BE 60" X 60" MIN OR WHERE THERE IS AN INTERSECTION BETWEEN TWO WALKING SURFACES THAT PROVIDE A T-SHAPED TURNING SPACE PROVIDED THAT BASE AND ARMS OF THE T-SHAPED SPACE EXTEND 48" MIN BEYOND THE INTERSECTION. 6. OPERABLE ELEMENTS: (0.1. CLEAR FLOOR SPACE SHALL COMPLY WITH CODE REQUIREMENTS. 6. 2. OPERABLE ELEMENTS SHALL BE PLACED WITHIN ONE OR MORE OF THE REACH RANGE REQUIREMENTS. 6. 3. OPERABLE ELEMENTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. 6. 4. THE FORCE REQUIRED TO ACTIVATE OPERABLE ELEMENTS SHALL BE 5.0 POUNDS MAX. 1. DOOR HARDWARE- -1. I. IF PROVIDED, THRESHOLDS AT DOORWAYS SHALL BE 1/2' MAX IN HEIGHT. RAISED THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH FLOORS, SURFACE AND LEVEL CHANGE REQUIREMENTS. THIS REQUIREMENT SHALL NOT APPLY TO EXISTING OR ALTERED THRESHOLDS 3/4" MAX IN HEIGHT WITH A BEVELED EDGE SIDE WITH A MAX SLOPE OF 1:2 FOR THE HEIGHT EXCEEDING 1/4". -1. 2. OPERABLE ELEMENTS ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST TO OPERATE. -1. 3. OPERABLE ELEMENTS SHALL BE MOUNTED 34" MIN TO 30" MAX ABOVE FINISH FLOOR. -1. 4. OPERATING HARDWARE FOR SLIDING DOORS SHALL BE EXPOSED AND USABLE FROM BOTH SIDES WHEN THE DOOR IS FULLY OPEN. -1. 5. LOCKS USED ONLY FOR SECURITY AND NOT USED FOR NORMAL OPERATION ARE PERMITTED IN ANY LOCATION. -1. 6. DOOR CLOSER SHALL BE ADJUSTED TO THAT FROM AN OPEN 90 DEGREE POSITION, THE TIME REQUIRED TO MOVE A DOOR TO AN OPEN POSITION OF 12 DEGREES SHALL BE 5 SECONDS. -1. 1. DOOR SPRING HINGES SHALL BE ADJUSTED SO THAT FROM AN OPEN -10 DEGREE POSITION, THE DOOR SHALL MOVE TO THE CLOSED POSITION IN 1.5 SECONDS. -1. 6. FIRE DOORS SHALL HAVE A MIN OPENING FORCE PER THE APPROPRIATE ADMINISTRATING AUTHORITY. THE FORCE FOR PUSHING PULLING OR SLIDING OPEN OTHER DOORS SHALL BE 5.0 POUNDS MAX. THIS DOES NOT APPLY TO FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR IN A CLOSED POSITION. 8. HANDRAILS # GRAB BARS- S. 1. HANDRAILS, GRAB BARS AND ADJACENT SURFACES SHALL BE FREE OF SHARP OR ABRASIVE CONDITIONS. EDGES SHALL BE ROUNDED. 0,2. HANDRAILS d GRAB BARS SHALL NOT ROTATE IN THEIR FITTINGS. CS NOTES: SEE STRUCTURAL NOTES FOR RELATED DESIGN LOADS AND MATERIAL SPECIFICATIONS. SEE SHEET SI FOR SPECIAL INSPECTION REQUIREMENTS. NEW AND EXISTING FINISHES SHALL BE CLASS G RATED (MIN) -FLAME SPREAD RATING -10 - 200 -SMOKE GENERATED 0 - 450 NEW THERMALLY BROKEN ALUMINUM STOREFRONT SYSTEM WITH I" GLAZING. SEE WINDOW SCHEDULE FOR GLASS SPECIFICATIONS. THE INSTALLED WINDOW SYSTEM SHALL CONFORM TO ASTM E-263-65-T FOR WINDOW AIR INFILTRATION AND ASTM C 919 AS IS FED. SPEC. TT-5-0022-1 FOR PERIMETER SEALANTS IN ACOUSTICAL SITUATIONS. PROVIDE (1) 2A-105C FIRE EXTINGUISHER (WALL MOUNTED), AT EACH EXIT AND ONE PER 3000 SQUARE FEET OF FLOOR AREA. MAXIMUM TRAVEL DISTANCE SHALL BE -15 FEET TO AN EXTINGUISHER. T.O. CABINET e 60" AFF. MAX. WSEC COMPLIANCE INFORl"AT10N I. TENANT OCCUPANCY CLASSIFICATIONS WILL BE SUBMITTED FOR CONSIDERATION W./ TENANT IMPROVEMENT PERMIT APPLICATION. 2. CONTRACTOR SHALL ENSURE THAT INSULATION CARRIES AN IDENTIFICATION MARK THAT IS READY VISIBLE AT THE TIME OF INSPECTION. 3. FENESTRATION PRODUCTS SHALL BE LABELED WITH U-FACTOR, SHGC, VT AND AIR LEAKAGE RATING. REFERENCE THE PROJECT MANUAL FOR PRODUCT SPECIFICATION REQUIREMENTS FOR GLAZING, ALUMINUM STOREFRONT, ENTRANCES AND DOOR PRODUCTS. 4. REFERENCE THE WALL, ROOF AND SLAB DETAILS FOR TYPES OF INSULATION AND REQUIRED R OR U VALUES OF MATERIALS USED ON THE PROJECT. REFERENCE THE PROJECT MANUAL FOR REQUIRED ATTRIBUTES OF THE MATERIALS USED. 5. MULTIPLE LAYERS OF INSULATION SHALL BE STAGGERED ACCORDING TO MANUFACTURERS RECOMMENDATIONS. NOTE: TAPERED ROOF INSULATION USED ON THE PROJECT IS PROVIDED IN EXCESS OF THE U VALUE NOTED IN THE DOCUMENTS. 6. ALL LIGHT FIXTURES LOCATED WITHIN DAYLIGHTING ZONES SHALL BE PROVIDED WITH DAYLIGHT RESPONSIVE CONTROL PER WSEC SECTION 405.2.4.1. REFERENCE THE FIXTURE SCHEDULE AND FUTURE TENANT IMPROVEMENT DOCUMENTS FOR THE METHOD OF CONTROL. 1. REFERENCE SHEET C6-1 FOR ANALYSIS OF SKYLIGHT REQUIREMENT PROVISIONS IN BUILDINGS OR PORTIONS OF BUILDINGS. 6. REFERENCE SHEET C5-1 FOR DETERMINATION OF SKYLIGHTING REQUIREMENTS IN SPACES NOT QUALIFYING FOR AN EXEMPTION BASED ON WSEC CRITERIA. (B. PROJECT AIR BARRIER TESTING SHALL BE COMPLETED IN ALL ACCORDANCE WITH ASTM E -119. 1. SUBMIT AIR BARRIER TEST REPORT TO JURISDICTION UPON COMPLETION. 2. IF TEST RESULTS EXCEED 0.4 CFM/ SF AT 0.3 IN. WG, INSPECT AND SEAL SOURCES OF LEAKAGE. 3. SUBMIT A FOLLOW-UP REPORT NOTING THE CORRECTIVE MEASURES TAKEN. 4. INCLUDE AIR BARRIER TEST REPORT IN COMPLIANCE DOCUMENTATION PROVIDED TO THE OWNER. 10) ( 11 ) (12 13) (14 15 m 180'-6' 25'-0' 25'-O' 25'-0' 25'-0' 28'-6' Ll I I I I FE // J / / // / / ,�/ / I_ 00 w U /// /A FE � p CA/ Z 0 SUITE M-11A / CO 4,086 SF 41 OCCUPANTS M OCCUPANCY 4�� / W /v w / Z / I I II'I - _ _EXIT %7T DEVI L0 01 �244 S.F. � 1,378 SF � �' ��" i '� 14 OCCUPANTS M OCCUPANCY O 320 SF. FE!I e❑ M OGGUf�ANCY OCCUPANTS: 14/41a % /off' - 242 1_1 34 I ° EXIT------------------- ----------- ------------ ---- ---- ---�- -- EX7T - - - - - - - - - - - - - - - - - - - - - - - DEVICE EXIT / I I EXITi DEVICE 1-HR F.R.WALL DEVICE 1-HR F.R. WALL DEVICE I IHR F. LL O O / FEI m ETACTILE l0000, \ TACIILE /I °WIDTH 34" / EXIT / TACTILE / I SIGNAGE / \� SIG GE / ., �� / E I T / SIGNAGEEXIT �EXIT G j / / Z �� WIDTH 34" /Y 1000, \� I WIDTH 34" 100, 100, / E {G 100, cnl� // � \�, 1 2sl F. .�/ 1', 264 SF. I ° // Xln // �Z \p I%v� w lql000l Vx_ I / I 01 it k. Ilool A I °FE �'/ UITE MlD F ° SKIT L9 (l SECONDARYI LIGHTING ZE, / I 6,123 SF I 2,8 SF TYPICAL / 1 62 OCCUPANTS _2m� -O A-ANI� - - - � - / - - - M OCCUPANCY - - - - - - l vd / I �� 7TT%� I � 1-HOUR /� I -A SIF/ 215 SF. 1 215 SF. DEMISIN /�''.�`� WALL 1� \ I I ; ° �-12 PRIMARY LIGHTING ZONE-, / ��. TYPICAL FE I i a 1 0 1 I � I I O I I I I BIKE STORAGE I I I o o WIDTH 68° I -III== _=III�III I TACTILE 11-III=11 i C7 EXIT (7 SIGNAGE SCALE: 3/32" = 1'_O'l ---�- --- --�� --e - ------ - -- a EXfl� -o -------------J ° � WIDTH 60° I I a TACTILEEXIT ° ° S e'N1r-tF C0000a ° I -III -I I I I I I II I II I II I II I IIII=III=11 -ICI-ICI IIIIIIIIIII II VAN I I- L - ----EXIT 6$' -- ---J WIDTH TACTILE ° a ° EXIT 51GNAGE REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING IKSTRUCTURAL MECHANICAL ®PLUMBING ❑ELECTRICAL ®ENERGY ®ACCESSIBILITY ❑FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,, ORLOCALREGULATIONS. BY: DATE: 09/06/22 WEST COAST CODE CONSULTANTS, INC. Donahou Design Group 8383 158th AVE NE SUITE 250 REDMOND, WA 98052 425.285.9992 ddgarchitects.com 602 UREGISTERED CAI'IYEC'T *Spp". Hou ITS t OF VAMINGTON N Z w F O w !t 4 Z Z O z o fQ N 1Y1 } La U W o O LU W N N N N N N Y as w ___ z � 0 0 Q (L z m U N 6) 00 m o F �: d) Q y W � m i O o N RESUBMITTED 8/23/2022 \ CITY OF FEDERAL �} COMMUNITY DEVELOI QJ 22-101385 w 0 J 0OC G mow 0./ Q LU LU w Q p U) U) Q = W I_ Q IL v N 3:LL (y J LU Q V-- w w (b 0 w z z LL W O c) 0 O< CU DRAWING CONTENTS: CODE SUMMARY DRAWING NO.: CS-1 .0 z 12 13 15 180'-6" 261-0" 2(o'-O' 25'-0" 25'-0' 25'-0' 25'-0' 26'-ro" REMOVE EX'G OH DOOR IN ITS ENTIRETY. 1_1 REMOVE GONG SLAB IN THIS AREA 4" D.S. TO 4' D.S. TO 5E REMAIN 7RELOCATED o %�� 7 T/ T / T/ T/ 7 T �� T F/ —� �' D.S. TO / / / / / / / / / / / / / / �� f REMAIN REMOVE STEEL STAIR/RAILS. (ABOVE) / I RE OVE EX G A AZ— F`LUM5INFIXTURES REMOVE EX'G STEEL r STAIR/RAILS. RE OVE EX'G /L 1 RTIT�NS R MOVE SLAB AND REMOVE 'G SOFFIT AL.L UNDERGROUND IN TIRE SERVICE AREA. �5OVE UN ER STAIR. / / EMO EX'G REMOVE EX'G WALLS REMOVE ALL FLOORING BACK TO SLAB IN THIS AREA l ZREMOVE EX'G WALLS EX'G STAIR /EXIT T REMAIN. MAINTAIN EXIT PATH TO PUBLIC WAY THROUGHOUT CONSTRUCTION. FF R CON YOR i k C� XI of /REMOVE i o - - - - -- - -- - -- - / 21'-I1" REMOVE ALu ABOVE I/ /—REMOVE SLAB / FOOTINGS IN �4' D.S. TO REMAIN CAP 2 " D.S. REMOVE EX'G OH DOOR IN ITS ENTIRETY. _-�' REMOVE FRAMED CANOPY, ROOFING, COLUMN FOUNDATION-, IN ITS_FNTIR.ETY IN FRONT OF THE EXISTING O.N. DOOR. REMOVE EXISTING BRICK VENEER Q WALL AND FOUNDATIONS AND ADJOINING CONCRETE SIDEWALK AND CURB OLD GARDEN CENTER / FREMOVE EXISTING I -STORY GARDEN CENTER �_1 I IN ITS ENTIRETY, INCLUDING FOOTINGS. REF LL-I / I FLOOR PLAN d DEMO ELEVS f I I I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - DEMO: FIR&T FLOOR FLAN SCALE: I/S" = 1'-0' EXISTING WHEEL ALIGNMENT PIT TO BE E REMOVED u REMOVE / CAP EXISTING FLOOR DRAIN , /REMOVE / CAP EXISTING FI OOR DRAIN \ / ND ND IN :EA. AISED SLAB REMOVE / CAP EXISTING FLOOR DRAIN EX'G CMU TO REMAIN EX'G 5RICK VENEER TO 5E REMOVED REMOVE EX'G DOOR E FRAME REMOVE EX'G 5RICK VENEER I-Iwvi�G OPENING IN CMU WALL ALONG GRID I-1 (BEYOND) FOR NEW ALUM/GLASS STOREFRONT. COORDINATE WITH PLANS d DETAILS. /4' D.S. TO REMAIN — v PROVIDE OPENING IN CMU WALL FOR NEW EXIT DOOR. COORDINATE WITH PLANS AND DETAILS. t F / 1 v 1 CUT CANOPY BACK TO FACE OF WALL AROUND PROPOSED TRASH - ENCLOSURE. REMOVE 0 BALANCE OF CANOPY AND CAP UTILITIES AS N REQUIRED PROVIDE OPENING IN CMU WALL FOR NEW TRASH/REC GATE. COORDINATE WITH PLANS AND DETAILS. REMOVE DOOR AND FRAME REMOVE EX'G OH DOOR IN ITS ENTIRETY. 0 0 CN R�MOVE I -STORY PORTION OF THE 51�ILDING. REFERENCE PLAN. — — — — — — I I e N / \ i 4" D.S. TO BE REMOVED PROVIDE OPENING IN CMU WALL ALONG GRID I-1 (BEYOND) FOR NE�UJ ALUM/GLASS STOREFRONT. COORDINATE WITHI PLANS 3 DETAILS. CAP FIRE SPRINKLERS, PLUMBING AND LIGHTING AS REQUIRED. a N DEMOLITION GENERAL NOTES: GENERAL CONTRACTOR TO REMOVE ALL NON -USED EQUIPMENT ON THE ROOF AND PATCH PLYWOOD SHEATHING / ROOFING AS REQUIRED. Em C REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING IKSTRUCTURAL MECHANICAL ®PLUMBING ❑ELECTRICAL ®ENERGY ®ACCESSIBILITY [-]FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR®LOCAL REGULATIONS. BY: �'^ - -1."' DATE:09/OS/22 WEST COAST CODE CONSULTANTS, INC. Donahou Design Group 8383 158th AVE NE SUITE 250 REDMOND, WA 98052 425.285.9992 ddgarchitects.com tlEOF .REGISTERED DONAHOU SH , 'T 1 N z w O w 4 z z O z O fQ N al } U w cn o L O LU Lli Q N N N CIA N N N Y a a U w z � 0 0 Q (L z m U N 00 m OQ m w0 N O 0 O O 0 M 0- RESUBMITTED 8/23/2022 \ CITY OF FEDERAL OMMUNITY DEVELOI QJ 22-101385 w 0 � O Q �W/ L.L Q w LU W Q p w < U. v N � � M J W Q w W o p U) � w W z z LL O� 0 D O< U DRAWING CONTENTS: 1 St FLOOR DEMO PLAN DRAWING NO.: I I I I I rZ� w 1 f=ARTIAL SECOND DE1„10 FLOOfR FLAN O SGALE: 1/8 1 -0 I I I I I I I I I I I I I I I I I I I I I I I REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING IKSTRUCTURAL MECHANICAL ®PLUMBING ❑ELECTRICAL ®ENERGY ®ACCESSIBILITY [-]FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. BY: �)Jk -� -7Z' DATE: 09/06/22 WEST COAST CODE CONSULTANTS, INC. Donahou Design Group 8383 158th AVE NE SUITE 250 REDMOND, WA 98052 425.285.9992 ddgarchitects.com W52 .REGISTERED "H�TEC'r r ou TA t OF V93WHINGTON z w O w 4 z z O z O fQ N 1Y1 > La U % w cn o LU O LU W N N N N N N Y a a U W I 0� 0 O Q QL z m U N 6) 00 m O Q Lli O N O m d RESUBMITTED 8/23/2022 \ CITY OF FEDERAL —COMMUNITY DEVELOI QJ 22-101385 w J 0 < 7—> G � mow 0./ Q LU LU w p o U) W Q LL v N LL M J w Q ry � W o LU z z LL w LU O c) 0 O< CU DRAWING CONTENTS: 2nd FLOOR DEMO PLAN DRAWING NO.: A-11001 EX'G BRICK VENEER AND CORNICE TO REMAIN REMOVE EX'G BRICK VENEER / CMU AS REQUIRED -------------- ------ ------ I � I i I I ____ __ ___ ___ _ `I FT-1—I�T7 /—T7 / __1 F77 F7I_F7I4_T=:I=;__ a=t==P ----- I Lam— l�—1 1�—1 L —L1J— 1J—L1J—L1J—L1J—LIJ—L r—�i-------T--------------------- -----------------------1 I I I I I I I I I q Il Fl F-1 II I II III III III II I IL A I I I I I IL JI I IF -1I I III I Ir -1I I 11 11LJILJ11 II I DEMO: WEST ELEVATION SCALE: 1/6" = 1'-0" 40 T.C. PARAPET 11 PROVIDE OPENING IN CMU WALL FOR NEW CURTAIN WALL ASSEMBLY. COORDINATE WITH PLANS AND DETAILS. /--EX'G CORNICE TO REMAIN 22' -0" REMOVE EX'G PRECAST CORNICE IN THIS LOCATION. PROTECT TOP OF WALL THRU CONSTRUCTION. REMOVE EX'G 3-1/S" X 3ro GLU-LAM TRIM. BOLTED THRU BRICK VENEER TO CMU. CLEAN EXISTING BRICK BEHIND IN PREPARATION FOR PAINTING. o REMOVE EX'G PRECAST CORNICE IN THIS LOCATION. PROTECT TOP OF WALL THRU CONSTRUCTION. REMOVE EX'G 3-1/5" X 3(o GLU-LAM TRIM. BOLTED THRU BRICK VENEER TO CMU. CLEAN EXISTING BRICK BEHIND IN 0 FPREPARATION FOR PAINTING, EX'G CORNICE TO REMAIN 35'-1" ----------------------------------------- —------------------r------------ I I I I F\— — — — — — — — — — — -- il F\— — — — — — — — — — — — — — i� I_ ''' I I I I II I � ' \ �� C7�-� I I I I I I I I I �� N, REMOVE EX'G OVERHEAD DOOR, TRACKS 4 HARDWARE IN ITS ENTIRETY. REMOVE EX'G BRICK VENEER REMOVE EXISTING I -STORY GARDEN CENTER IN ITS ENTIREY, INCLUDING FOOTINGS. REF FLOOR PLAN d DEMO PLAN REMOVE EX'G BRICK VENEER PROVIDE OPENING IN CMU VWALL FOR NEW CURTAIN WALL REMOVE EX'G BRICK VENEER ASSEMBLY. COORDINATE WITH PLANS AND DETAILS. EXISTING BRICK VENEER TO MAIN 5EYOND (N.I.S.) ------- II FTT—I—TT-1—T__T I—T_—I—TT—I—TT-1—T�—I— — — — — — — — — — --------� ----------------------------- -----� [DEMO: T II II ------ ------- II II II II II II II II REMOVE EXISTING 1-STORY GARDEN CENTER IN ITS ENTIRETY (BEYOND), INCLUDING FOOTINGS. REF FLOOR PLAN 8 DEMO PLAN SOUTi—I �1 C�.�\TI/'11�1 SCALE: I/S" = 1'-0" REMOVI OVERH, AT PRC REMOVE EX'G BRICK VENEER PROVIDE OPENING IN CMU WALL FOR NEW ENTRY/GLAZING ASSEMBLY. COORDINATE WITH PLANS AND DETAILS. REMOVE EX'G BRICK VENEER REMOVE EX'G PRECAST CORNICE IN THIS LOCATION. EX'G BRICK VENEER 8 PROTECT TOP OF WALL THRU CORNICE TO REMAIN. CONSTRUCTION. -----------— REMOVE EX'G ROOF STRUCTURE / OVERHANG. CUT BACK TO LINE OF CMU AT PROPOSED TRASH/RECYCLE AREA. REMOVE ROOF STRUCTURE CUT BACK d RETAIN ROOF FT 7F7—]ILA - - - — — — — — loe e F �x loe- I �� L I-- Z L_ I ��IN — PROVIDE OPENING IN CMU WALL ALONG GRID 1-1 (BEYOND) FOR NEW ALUM/GLASS STOREFRONT. PROVIDE OPENING IN CMU COORDINATE WITH PLANS E DETAILS. WALL FOR NEW TRASH GATE. COORDINATE WITH �\---------------�� I � `� I REMOVE EX'G BRICK VENEER REMOVE DOOR 8 FRAME EXISTING BRICK VENEER TO REMAIN BEYOND (N.I.S.) REMOVE PORTION OF SOFFIT AS INDICATED ON PLAN. RETAIN (REMOVE PROVIDE OPENING IN CMU WALL FOR NEW ENTRY/GLAZING ASSEMBLY. COORDINATE WITH PLANS AND DETAILS. SC.ALt: 1/2:5" = 1'-(0" 141 iv r l &�\ � vi'�I% .I� "I F14-1 iv r �� v r �i�r��ry✓ �vvn, PLANNED TRASH/RECYCLE AREA.. TRACKS 8 HARDWARE IN ITS ENTIRETY. REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING IKSTRUCTURAL MECHANICAL ®PLUMBING ❑ELECTRICAL ®ENERGY ®ACCESSIBILITY [-]FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, O7R®LOCAL REGULATIONS. BY: ;f)-a- a- l�T' DATE: 09/06/22 WEST COAST CODE CONSULTANTS, INC. Donahou Design Group 8383 158th AVE NE SUITE 250 REDMOND, WA 98052 425.285.9992 ddgarchitects.com W52 .REGISTERED CH�TEC'r r ou TA t OF V93WHINGTON N z w O W 4 z z 0 z O fQ 73 >rl } LU F- U W Cf) LLJ o LU fL o LU IL w � Q N N N N �r N N N Y a a w z � 0 0 Q (L z m U N co m Ld O F Q W � m w i O O N RESUBMITTED 8/23/2022 \ CITY OF FEDERAL OMMUNITY DEVELO QJ 22-101385 LU 0 J 0 Q 2 � Hw 0.y Q LU LU LU Q p U) U) Q = W I_ Q IL v N � LL M J LU Q ry � w o LU C� w z z LL LU O c) 7> 0 O< CU DRAWING CONTENTS: DEMOLITION ELEVATIONS DRAWING NO.: A-1 1002 1J LOBBY NEW ON Cx' (11378 �F) o -- EXT CANOPY D.S. EX CO CRETE COLUMN � CONNECT TO FURRER d PAINTED PRIOR EXT STORM LINE.INE. l2 TO GLASS INSTALLATION Tl�P)�RE: CIVIL � 2nd FLR F I PST FL OOfiR PLAN SCALE: 1/S' = 1'-0' Al EXISTING 4' DOWNSPOUT TO REMAIN. PROVIDE FURRING AS REQUIRED TO PROTECT. 00000 0 REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING IKSTRUCTURAL MECHANICAL ®PLUMBING ❑ELECTRICAL ®ENERGY ®ACCESSIBILITY ❑FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, O7R®LOCAL REGULATIONS. BY: a- 1 DATE: 09/06/22 WEST COAST CODE CONSULTANTS, INC. Donahou Design Group 8383 158th AVE NE SUITE 250 REDMOND, WA 98052 425.285.9992 ddgarchitects.com W52 .REGISTERED "H�TEC'r r ou TA t OF V93WHINGTON z w F O w IL d z z O z o fQ N ca > LU U % w cn o O W N N N N N N Y a a U w z � 0 0 Q (L z 0] U N 6) 00 m O � Q w m -) o O N DRAWING CONTENTS: FIRST FLOOR PLAN DRAWING NO.: 0 I I I rZ� fi ,4fRTI,�L SECONLD FLOCIR PLAN O SCALE: 1/8 1 —0 I I I I I I I � I I I I I REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING IKSTRUCTURAL MECHANICAL ®PLUMBING ❑ELECTRICAL ®ENERGY ®ACCESSIBILITY [-]FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. BY: �)Jk -� -7Z' DATE: 09/06/22 WEST COAST CODE CONSULTANTS, INC. Donahou Design Group 8383 158th AVE NE SUITE 250 REDMOND, WA 98052 425.285.9992 ddgarchitects.com W52 .REGISTERED "H�TEC'r r ou TA t OF V93WHINGTON z w O w 4 z z O z O fQ N 1Y1 > LIJ U % w cn o O W N N N N N N Y a a U W I 0� 0 O Q QL z m U N 6) 00 m O Q Lli O N O m d RESUBMITTED 8/23/2022 \ CITY OF FEDERAL —COMMUNITY DEVELOI QJ 22-101385 w J 0 < 7—> G � mow 0./ Q LU LU w p o U) W Q LL v N LL M J w Q ry � W o LU z z LL w LU O c) 0 O< CU DRAWING CONTENTS: PARTIAL SECOND FLOOR PLAN DRAWING NO.: A-1 11 ml +/- 3'-211 10 FIELD VERIFY 11 +/-4'-6" +/-4'-6' gem 3'-0" 11 11 � 0 I 1'- 11 1/2' I T r-= - - 1 1 (2) 4'-6"X6'-8" (2) 3'-O"XI' HM COILING SERVICE DOOR 3'-O"X'l' HM ANODIZED ALUM. AUTO -SLIDING METAL GATES INSULATED INSULATED ENTRY ALUMINUM ENTRY U=0.3-1 U=0.3-1 U=0.60 U=0.60 19'-6 " EQ. I. EQ. I. EQ. I. EQ. III II sue, 21' -6' EQ. EQ. 6'-2' EQ. EQ. 0 0 N SEE DOOR I N S TYPE "A' S I I J N S I S I I S I S N I I O I I I I O I I 22'-1 1/2" 13'-11 I/2" 3'-1" 3'-1" 3'-1" 3'-1' 3'-6" 3'-6' 3'-I" 3'-1" 4'-2' 0 0 S S S S SEE DOOR TYPE "A' S S S N N S S S S cv E2 O 22'-0" 13'-101, GLAZEGUARD 3'-1" 3'-I" 3'-I" 3'-1" 3'-6" WR 1000 PLUS 3'-6' 3'-1' 3'-1" 4'-2' COLOR BY ARCH. 0 0 0 I I I I I I I I I = m N I I I I I I I I I 0 N N CLEAR , tt INSULATED <t `" GLASS UNITS `" I I I I I TYPICAL I 0 � HORIZONTAL STRUCTURAL GLAZING S I S I S I S S I S S JOINT S I S s s N N SPANDRAL GLASS m m O " DOOR TYPES -1,AiDDU1�4RE -1,AiDDU1,4i DOOR SCHEDULE 6'-0" 2 O SIZE �(yq Ll 11IL \7 z 3: W ff u- I-L LL1 III V = W n LU DETAILS REMARKS HEAD JAMB SILL / \ 101 (2) 3'-O"X -1'-0" A ALUM BLK ANOD TEMP. --- ALUM BLK ANOD I --- 3/A-502 2/A-502 I/A-502 U=OloO DOOR NOTES: I, 2, 4, 5, 6 BLK ANOD T P. --- M BLK ANOD 1-B --- 21/A-502 20/A-502 19/A-502 U=060 DOOR NOTES: I, 2, 6, 6 103 NOT USED --- --- --- --- --- --- --- --- --- --- --- --- 10 4 (2) 3'-O X -0 A LUM BLK ANOD TE --- BLK ANOD I- S 3/ -5 / -50 I/ -5 U=0.60, DOOR NOTES: I, 4, 5, 9, 10 IT -A ANODIZED ALUM. ENTRY U=0.60 105A 3'-0"X -11-0'(EXIST) --- WOOD PAINT --- --- WOOD PAINT - --- --- --- --- , DOOR NOTES: I, 2, 6, 1055 3'-O"X -l'-O"(EXIST) --- WOOD PAINT --- i --- WOOD PAINT - --- --- --- --- DOOR NOTES: I, 2, 6, 10(o 3'-0"X -1'-0" D HM. PAINT --- 910 MI . HM. PAINT 3-A YES IS/A-502 18/A-502 16/A-50 WINDOW TYPES 10-' 3'-O'X _I'-0" p HM. PAINT --- 910 MI . HM. PAINT 3-A YES IS/A-502 18/A-502 16/A-50 108 8'-O'X 8'-0' E MTL FF --- 9,0 MI . MTL. FF 2 --- --- 12/A-502 --- DOOR NOTE: I 1013 3'-O'X _1'-0' p HM. PAINT --- 910 MI . HM. PAINT 3-A YES IS/A-502 16/A-502 16/A-50 110 (2) 3'-O'X -l'-O" F HM. PAINT --- --- HM. PAINT 4 YES 15/A-502 14/A-502 13/A-502 111 (2) 5'-O'X 1'-0" G MTL. PAINT --- --- MTL. PAINT --- --- 14/A-503 --- 112 ROOF HATCH - - - INS. MTL. FF - - - - - - MTL. FF 2 - - - - - - - - - - - - SEE DETAIL 22/A-503 HARDWARE GROUPS # 1 D= # 1 R � A UJ�4RE # 3 1 A II I A E# A 4'-0" 4'-0" 1 CYLINDER IE-I4-C4RP3-626 1 CYLINDER IE-I4-C4RP3-626 1 1/2 PAIR HINGES BAHCO 550168 NRP 4.5x4 3 PAIR HINGES BAHCO 550168 NRP 4.5x4 1 SIGN "THIS DOOR TO REMAIN ALL OTHER HARDWARE 1 LOCKSET SK-3-1-AB-15-A-STK-(o26 2 RIM EXIT DEVICE:: UNLOCKED WHEN THIS SPACE: BY DOOR MFR CORBIN / RUSWIN IS OCCUPIED" 1 GASKET 888D (HEAD 4 JAMBS) ED 5200 - -1P BREAKOUT PANELS FOR 0EKEE UIREMENTS: EGRESS I CLOSER 580k(oo89 I GASKET SSSD I KEYED: (HEAD 4 JAMBS) �t ERATED LOCKING THRESHOLD 171A x WIDTH E EGRESS SIDE I SIGN KING DEVICE IS HARDWARE # 2 2 CLOSER 5601-66S DISTINGUISHABLE ED ON THE THRESHOLD 158 x WIDTH `m SIDE) I PADLOCK 11B�2T 626 Ml-9I I 1 LATCH GUARD ALL OTHER HARDWARE HARDWARE # 3-A BY DOORMFR 1 RAIN DRIP 346C x WIDTH ADD EXIT DEVICE TO HARDWAR GROUP 3 3' - 8" 6'-1" I DOOR BOTTOM HARDWARE # 1-A FFL N 1 CYLINDER IE-14-C4RP3-�o2�o 3 PR TAMPER PROOF HINGES 1 GASKET SSSD (HEAD 4 JAMBS) 1 THRESHOLD ILIA X WIDTH 31_8• 2 DOOR CLOSERS 5801-689 2 EXIT DEVICES I � I I m I �r I I I SEE DOOR TYPE 'B' O I S r 12'-0' R.O. I S O NOT USED A" DOOR 4 WINDOW A55REVIATIONS: SCWD = SOLID CORE WOOD HCWD = HOLLOW CORE WOOD SH= STAINED HARDWOOD cv ANOD= FACTORY ANODIZED °' PNT= PAINTED <t ALUM= ALUMINUM OBSC = OBSCURE FF= FACTORY FINISH MTL = METAL WD = WOOD INS MTL = INSULATED METAL 84V = STAIN AND VARNISH FFL MFR = MANUFACTURER WINDOW SCHEDULE DOOR NOTES: I. ALL HARDWARE SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE 4 LOCAL ACCESSIBILITY 4 EGRESS CODES (INCLUDING BUT NOT LIMITED TO MOUNTING HEIGHTS, OPERATING FORCE 4 GRIP REQUIREMENTS). 2. ALL EXITS TO BE OPENABLE FROM INSIDE WITHOUT KEY OR SPECIAL KNOWLEDGE 3. INSULATED DOOR w/ PERIMETER WEATHER STRIP. DOOR U VALUE = 031 4. METAL THRESHOLDS FOR PERIMETER WALL EXIT DOORS SHALL BE ALUMINUM, WEATHER RESISTANT, AND A.D.A. COMPLIANT. SET THRESHOLDS IN A DOUBLE BEAD OF SEALANT. 5. MAXIMUM EFFORT TO OPERATE EXTERIOR DOORS SHALL NOT EXCEED 5.5 LBS. ADJUST CLOSER 50 THAT IT COMPLIES WITH THIS REQUIREMENT. 6. PROVIDE AND INSTALL TACTILE EXIT SIGNAGE ADJACENT TO EXIT DOORS TO COMPLY WITH IBC 1013.4 1. HARDWARE SUPPLIER IS TO PROVIDE A PADLOCK. COORDINATE KEYING WITH OWNER. 8. 54' NOM CLEAR OPENING MINIMUM, PACKAGE HEIGHT = IT-0', FACTORY 1-PIN INTERIOR / EXTERIOR 0 KEY, THRESHOLD TO BE BEVELED. i 9. PROVIDE 1/2' CONDUIT AND J-BOXE5 FOR CARD READER AND ELECTRONIC STRIKES. 10. PROVIDE AUTOMATIC DOOR OPENER O z ° DETAILS U Z Ul U z U F_ AREA TYPE FINISH CLASS �' d) HEAD JAMB SILL REMARKS A 240 SF STOREFRONT BLACK ANOD I' W/ ARGON FILLED 02 N/A ALUM 0.3-1 0.30 0.04 II/A-502 8, 9/A-502 l/A-502 8 216 SF STOREFRONT BLACK ANOD I' W/ ARGON FILLED 02 N/A ALUM 0.3-1 0.36 0.04 II/A-502 9/A-502 7/A-502 G 234 SF STOREFRONT BLACK ANOD I' W/ ARGON FILLED 02 N/A ALUM 0.31 0.35 0.04 II/A-502 8, 9/A-502 l/A-502 O 140 SF STOREFRONT BLACK ANOD I' W/ ARGON FILLED 02 N/A ALUM --- --- 0.04 II/A-502 6, 9/A-502 l/A-502 E 12�o SF STOREFRONT BLACK ANOD I' W/ ARGON FILLED 02 N/A ALUM 0.31 0.30 0.04 10/A-502 l/A-502 F 216 SF STOREFRONT BLACK ANOD I' W/ ARGON FILLED 02 N/A ALUM 0.3-1 0.36 10/A-502 I/A-502 G NOT USED H 285 SF 6" CURTAIN WALL BLACK ANOD I' W/ ARGON FILLED 02 N/A ALUM 0.3-1 0.38 J 438 SF 6' CURTAIN WALL BLACK ANOD 1' W/ ARGON FILLED 02 N/A ALUM 0.3-1 0.30 REVIEWED FOR CODE -R-1 1 A Ll- ®BUILDING lV wVG�STRUCTURAL ®MECHANICAL ®PLUMBING ❑ELECTRICAL ®ENERGY ®ACCESSIBILITY [-]FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,, OR LOCAL REGULATIONS. BY. l Ia- -�--G��' DATE: 09/06/22 WEST COAST CODE CONSULTANTS, INC. Donahou Design Group 8383 158th AVE NE SUITE 250 REDMOND, WA 98052 425.285.9992 ddgarchitects.com N z w F O W CL 4 Z z O z o fQ N ca } LU U % w cn o L O LU LiJ N N N N N (14 Y a a J LEI _ � 0 o Q (L z 0] U N 6) 00 m Ld o F Q w m L o o N y o U om �� RESUBMITTED 8/23/2022 \ CITY OF FEDERAL —COMMUNITY DEVELO] QJ 22-101385 3 W : 0 J 0 Q 2 W/ 0. Q ww�� w p o U) Q = W Q IINNNNNN- LL v N 3:LL M J w Q � � w W o p C) z w z z 1L w O c) 0 INNNNNNNN Z) O< CU DRAWING CONTENTS: DOOR, WINDOW TYPES AND SCHEDULES DRAWING NO.: A-1 12 5/8" TYPE 'X' GWB ALTERNATE: 3/4' 3-COAT, IN THICK (1/6' (UL TYPE ULIX) PLYWOOD AT MIN.), STUCCO SYSTEM W./ LEVEL 4 FINISH CORRIDOR SIDE w/ EIFS FINISH TO 4'-0' 6" MTL STUDS AT Q 16" OC. EQ20 (.020') 3 1/2' MIN. GLASS FIBER / SOUND r- BAIT INSULATION 5/8" TYP 'X' GWB (UL TYPE ULIX) W./ LEVEL 4 FINISH RATING BASED ON GYPSUM ASSOCIATION DESIGN #WP 10-12. 0 REFER TO WALL DESIGN # 1 BELOW. NOTE: ALL THROUGH PENETRATIONS OF A RATED ASSEMBLY SHALL COMPLY WITH IBC CHAPTER 114. U INTERIOR WALL - 1 HOUR RATED A • NT EXISTING 8" CMU t0 REMAIN INTERIOR X 4 3-5/8" MTL STUDS WEATHER RESISTANT BARRIER: WRAPSHIELD SA BY VAPOO'& SHIELD EXTERIOR 3/4' EXT GRADE PLYWOOD SHEATHING EX CMU ABOVE 2ND FLOOR EX FACE OF CMU LI 2" RIGID INSUL, R-10 MIN INTERIOR L35/a"MET,4L5TUC)5elroll�O.C.4R-155,4TTINSUL,4TION. ALIGN F.O. STUDS" FROM (E) COLUMN STUCCO WALL >465EM5LY SCALE: NTS AT Iro' OC. EXIST'G CMU 5/8" TYP 'X' GWB X Q W./ LEVEL 4 FINISH D 1/2' MINIMUM AIR GAEA6TENANT REQ'D. t0 ALIGN F.OEW SHOTCRETESTUDS WITH ADJACENEAR WALL. WALL TYPE SEE STRUCT.) ° 4 I -HOUR RATED PER 201,515C TABLE 121.1(2) ITEM #3-1.4 NOTE: ALL THROUGH PENETRATIONS OF A RATED ASSEMBLY SHALL COMPLY WITH IBC CHAPTER -114. 0 DE1"IISING WALLEXISTING CMUWALLSHEAR WALL FRAMED WALL CONDITION SCALE: NTS SCALE: NTS 5/8" TYPE 'X' GWB (UL TYPE ULIX) W./ LEVEL 4 FINISH 6' MTL STUDS AT INTERIOR EXISTING METAL PROVIDE WATERPROOF FLUID 6" OC EQ20 STUD AND GWB APPLIED MEMBRANE AT EXISTING 1OC. 1 FRAMED WALL TO PROTECT DURING THE SHOTCRETE PROCESS. 3 1/2" MIN. GLASS ? INTERIOR FIBER / SOUND r BATT INSULATION XLLk � 5/6" TYP 'X' GWB, a FIRE TAPE 3-5/6" MTL STUDS AIR GAP, AS REQ'D. TO AT 16" OC. EW SHOTCRETE a ° ALIGN F.O. STUDS WITH 5/8" TYPE 'X' GW HEAR WALL. ADJACENT WALL TYPE TENANT WITH LEVEL 4 (SEE STRUCT.) ° FINISH ° a RATING BASED ON GYPSUM ASSOCIATION DESIGN #WP 10-12. REFER TO WALL DESIGN # 1 BELOW. INTERIOR NOTE: ALL THROUGH PENETRATIONS OF A RATED ASSEMBLY SHALL COMPLY WITH IBC CHAPTER -114, DE1" USING WALL - 1 HOUR RATED SHEAR SHEARWALL� FRAMED WALL CONDITION SCALE: NTS SCALE: NTS ROOF TYPES EXISTING TPO 0 EXISTING 8" CMU MEMBRANE ROOF TO REMAIN INTERIOR PROTECTION -ElLa. BOARD EXISTING R-5 MIN. ° . POLY I SOCYANURATE 1/4" SLOPE MIN X 3 RIGID INSULATION INTERIOR EXISTING 0 EXTERIOR GRADE 1 SHEATHING 1-HOUR RATED PER 2018 IBC TABLE -121.1(2) ITEM 03-1.4 EXISTING WOOD NOTE: ALL THROUGH PENETRATIONS OF A RATED ROOF STRUCTURE ASSEMBLY SHALL COMPLY WITH IBC CHAPTER -114. NEW R-36 BATT INSULATION w/ STICK PINS PRI1" ARC' ROOF EXISTING CMU WALL SCALE: NTS NEW TPO MEMBRANE ROOF 1/2" EXTERIOR GRADE PLYWOOD MTL STUDS, REF STRUCTURAL FOR SIZE AND SPACING. SHED ROOF SCALE: NTS SCALE: NTS 5/8" TYP 'X' GWB W./ LEVEL 4 FINISH 3-5/8' MTL STUD AT 16' OC. J R-13 BAtt Z 4 INSULATION 3 5/8" DENSHIELD VAPOR BARRIER 3/4' EXTERIOR GRADE PLYWOOD i RATING BASED ON GYPSUM ASSOCIATION DESIGN UP 10-12. REFER TO WALL DESIGN # 1 BELOW, NOTE: ALL THROUGH PENETRATIONS OF A RATED ASSEMBLY SHALL COMPLY WITH IBC CHAPTER -114. PLYWOOD / EXTERIOR WALL A66EM5LY t SCALE: NTS 3-GOAT, 1' THICK (l/8" 0 MIN.), STUCCO SYSTEM w/ EIFS FINISH WEATHER RESISTANT BARRIER: WRAPSHIELD SA BY VAPOO SHIELD EXTERIOR 3/4' EXT GRADE 6" METAL STUDS AT PLYWOOD SHEATHING 16" MIN O.C. EXIST'G CMU EXISTING CMU TO -- 2" RIGID INSUL. X 3 REMAIN. (R-10 MIN) R-13 GATT R-13 BAtt INSULATION INSULATION -- _ _ INTERIOR VAPOR BARRIER 5/8" TYP 'X' GWB - W./ LEVEL 4 FINISH 5/5' TYP 'X' GWB 3-5/8" METAL STUD, W./ LEVEL 4 FINISH SEE STRUCTURAL NEW CORRUGATED METAL SIDING ON I WALL TYPES 1-1/2' HAT CHANNEL EXTERIOR WEATHER RESISTANT BARRIER: EXISTING METAL WRAPSHIELD SA BY VAPOO STUD AND GWB SHIELD _ 7rT:i ' /\/ / / /\/ 3-5/8' METAL STUD INTERIOR VAPOR BARRIER STUCCO WALL / FURRING EX'G GMU /� CGORRUGATED MTL 511D ING + FURRING SCALE: NTS 3-COAT, I" THICK (�/8" MIN.), STUCCO SYSTEM 0 EXTERIOR w/ EIFS FINISH 2" RIGID INSUL. (R-10 MIN) R-13 BATT INSULATION INTERIOR 5/6" TYP 'X' GWB - W./ LEVEL 4 FINISH EXISTING BRICK VENEER TO BE REMOVED N UX.I APOR ,ARRIER -5/8' METAL STUD, EE STRUCTURAL (EXIST WALL) W1 FURRING + STUCCO NI / SCALE: NTS NOTE: ALL THROUGH PENETRATIONS OF A RATED ASSEMBLY SHALL COMPLY WITH IBC CHAPTER -114. PAINT EXISTING CMU EXIST'G Ct 2' RIGID I1 (R-10 MIN) R-13 BATT INSULAT10t, 5/8" TYP 'X W./ LEVEL 4 FINISH FULLING � EX'G Cl`�IU SCALE: NTS NEWTECHWOOD T4G SIDING W AW06 CLIPS AT 16" MAX O.G. 3/4' ALUM FURRING CHANNELS 10" METAL STUDS EXTERIOR SCALE: NTS NEWTECHWOOD T4G SIDING W AW06 CLIPS AT 16" MAX O.G. 3/4" ALUM FURRING CHANNELS EXTERIOR 10" METAL STUDS SCALE: NTS , OF --- KM 0 � J X3 ✓APOR BARRIER 3- 5/8" METAL STUD, SEE STRUCTURAL SCALE: NTS CEMENT BACKER BD 6' METAL STUDS At EXIST'G CMU 2" RIGID INSUL. (R-10 MIN) �_ R-13 BATT INSULATION 5/8" TYP 'X' GWB W./ LEVEL 4 FINISH VAPOR BARRIER EXISTING WALL A55EM5LY �Ej X-4 SCALE: NTS PROVIDE ALTERNATE COST TO INSTALL 5/8" NOTE: ALL THROUGH CLEAR SEALER PLYWOOD ON LOWER 4' OF WALL IN LIEU OF GWB. PENETRATIONS OF A RATE( WEATHER RESISTANT ASSEMBLY SHALL COMPLY BARRIER: WRAPSHIELD WITH IBC CHAPTER -114. EXTERIOR SA BY VAPOO SHIELD I EXTERIOR EXISTING 8" CMU 2" RIGID INSUL. D • (R-10 MIN) lu'D X R-13 BAtt INSULATION - INTERIOR 3-5/8" METAL 5/8" TYP 'X' GWB, INTERIOR TAPE ONLY 3-5/8" METAL STUD, SEE STUD, SEE VAPOR BARRIER STRUCTURAL Q STRUCTURAL 1-HOUR RATED PER 2015 IBC TABLE 121.1(2) ITEM 03-1.4 THIN 5RICK VENEER + FURRING 'a EX'G CMU (EXIST WALL) W1 NEW FURRING Donahou Design Group 8383 158th AVE NE SUITE 250 REDMOND, WA 98052 425.285.9992 ddgarchitects.com 602 REGISTERED CH1 TEc'r ON !' U T�1 t D1 IANI!, 'T1 SCALE: NTS SCALE: NTS 3-COAT, I" THICK (1/8" 1 0 MIN.), STUCCO SYSTEM WEATHER RESISTANT WALL TYPE B WALL TYPE C w/ EIFS FINISH BARRIER: WRAPSHIELD cp SA BY VAPOO SHIELD INFILL BRICK VENEER, FLUSH z EXTERIOR 3/4" EXT GRADE EXISTING BRICK WITH EXISTING. PAINT. (BRICK IS Lu 6" METAL STUDS AT PLYWOOD SHEATHING VENEER TO REMAIN TO BE SALVAGED FROM OTHER 16" MIN O.C. DEMO ON SITE.) p U EXISTING CMU EXIST'G CMU TO REMAIN. W c t' t' EW 8' CMU 4 Z 2' RIGID INSUL. X 4 3 2" RIGID INSUL. (NATURAL) I-__ p () (R-10 MIN) %(R-10 MIN) 3-5/8" METAL STUD R-13 BATT R-13 BATT z Ln 73 -n } INSULATION INSULATION Q F- N VAPOR BARRIER VAPOR NOTE: ALL THROUGH PENETRATIONS OF A RATED BARRIER w INTERIOR ASSEMBLY SHALL COMPLY WITH IBC CHAPTER 114. cn IY 5/8" TYP 'X' GWB 3-5/8" METAL STUD, w Lk W./ LEVEL 4 FINISH SEE STRUCTURAL 5/8" TYP 'X' GWB 1-HOUR RATED PER 2018 IBC TABLE -121.1(2) ITEM 03-1.4 0 IL O t1i W./ LEVEL 4 FINISH STUCCO WALL / FURLING � EX'G G IU INFILL EXISTING OPENING +FURLING w C, " N C Q a SCALE: NTS SCALE: NTS WEATHER RESISTANT THIN BRICK VENEER IN THINSET CLEAR SEALER WALL TYPE E WALL TYPED Y BARRIER: WRAPSHIELD MORTAR, GROUTED JOINTS SA BY VAPOO SHIELD WEATHER RESISTANT Q a< 3/4" EXT GRADE CEMENT BACKER BD EXTERIOR BARRIER: WRAPSHIEL PLYWOOD SHEATHING SA BY VAPOO SHIELD 6' METAL STUDS AT 16" MIN O.G. EXIST'G CMU EX FACE OF CMU ~ ABOVE (ALIGN) 2" N RIGID INSUL. t X 4 (R-10 MIN) 3 R-13 BATT INSULATION WEATHER RESISTANT BARRIER: WRAPSHIELL SA BY VAPOO SHIELD 3/4' EXT GRADE PLYWOOD SHEATHING EX FACE OF CMU (ALIGN) 0 REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING OSTRUCTURAL ®MECHANICAL ®PLUMBING ❑ELECTRICAL ®ENERGY ®ACCESSIBILITY ❑FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STTAANTE, OR LOCAL REGULATIONS. BY: - DATE: 09/06/22 WEST COAST CODE CONSULTANTS, INC. VAPOR INTERIOR BARRIER 5/8" TYP 'X' GWB 3-5/6" METALSTUD, SEE W./ LEVEL 4 FINISH STRUCTURAL BRICK VENEER + FURRING -M EXISTING CMU / SCALE: NTS NEWTECHWOOD T4G SIDING W AW08 CLIPS AT Iro" MAX O.G. 6" METAL STUDS AT EXTERIOR 16" MIN O.G. EXIST'G CMU 2" RIGID INSUL. 0 WEATHER RESISTANT BARRIER: WRAPSHIELD SA BY VAPOO SHIELD EXTERIOR GYPSUM r SHEATHING ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ - •- NEW CORRUGATED METAL SIDING ON 1-1/2' HAT CHANNEL SALVAGE EXISTING BRICK VENEER J FOR REUSE AT OTHER INFILL Ld_ LOCATION. Qi = EXTERIOR WEATHER RESISTANT IL z BARRIER: WRAPSHIELD SA m BY VAP O SHIELD J z U 0 J m E o 11� Q U Q m o @ O EXISTING CMU T 0- REMAIN. EW 8' GMU (NATURAL) RESUBMITTED UNHEATED 8/23/2022 II CITY OF FEDERAL WA FILL EXISTING OPENING + FURRING COMMUNITY DEVELOPME >IN SCALE: NTS Q J 22-101385 0 J LU NEW CORRUGATED METAL SIDING ON 5 1-1/2' HAT CHANNEL W 0 EXISTING BRICK TO WEATHER RESISTANT Q REMAIN. EXTERIOR BARRIER: WRAPSHIELDUj INNNNN-SA BY VAPOO SHIELD W w 0 N� X� 0 �^ My vJUj Q L 0 M J 3-5/6' METAL STUD, SEE EXISTING CMU TO STRUCTURAL REMAIN. UNHEATED w LL NEWTECHWOOD + FURRING e EXISTING GMU Uj W U) Uw CORRUGATE1 MTL SIDING AT EX'G GMU z Z LL \ / w \ V SCALE: NTS \ V SCALE: NTS O U 2 0 A FIDE NO.F 1072 GENERIC HOUR45 to 49 ST � 0 < One layer 111B" type X gypsum wallboard or gypsum Yeneer base applied parallel cr at r�gbt - � _ a U anglo� tv e9ch Side -or me stu�l studs 24" v,c. wltii 1 Type d aGI �CrE3� 8" 0,0, 0t f vedjo It foints iq nd 17 o.c. i3t floor ano c4ii inn wriem ian-a intern eabile stuff. JoOW Stagg 24' on a -sido and coo pposito Midas , Som nd iasted with 31je Voss fiber kc-ton fit in stud space (N LB) NOTE: ALL THROUGH PENETRATIONS OF A RATED ASSEMBLY SHALL COMPLY WITH IBC CHAPTER 114. Thi.ckno ,. 47M prro x- Waight- 8 psf ,� + . t . - • " — f N R1*. '. I . 1 N- IN N . t I I G M Fire Test, Se -a WP 1350 �FM WP45. 6-19- ; S-124B 1, ULC Denig n 41 5 ) Swnd Test NRC0 8164W. 2-3-61 1-HOUR WALL AS6E1" ISLE' - GYPSUM ASSOCIATION FILE NO. Wf= 10-12 SCALE: NTS DRAWING CONTENTS: WALL & ROOF TYPES DRAWING NO.: � 3 A-202 WALLS ON 2ND FLOOR. PR BACK BOARD FOR DATA R FLCTD CE f L f NCG fi L,4N O SCALE, A" XIT SIGNAGE, 1'1=ICAL. SEE LECTRICAL >RAWINGS A—� XISTING SUB 'URL INS, X12'5 AT 24" O.C. 1 J REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING IKSTRUCTURAL MECHANICAL ®PLUMBING ❑ELECTRICAL ®ENERGY ®ACCESSIBILITY [-]FIRE Donahou Design Group 8383 158th AVE NE SUITE 250 REDMOND, WA 98052 425.285.9992 ddgarchitects.com REGISTERED 40. MNAHOU OMMINGTON c� Z W 0 IK W Z Z O z o >Yl Ncn m } U % w o I O IL Lli N N N N N Y as W 0 0 Q It z Ld z U 0 w ``� o N � � N of l'� o � om �� 0 RESUBMITTED 8/23/2022 CITY OF FEDERAL WA COMMUNITY DEVELOPME T QJ 22-101385 W 0 J O W O. Q I.- ww�� w C)oU� U) LLJ < Lvc� Q CM J ��Q LU Q� w w z Z L.L LU OC) 7> o Oa U DRAWING CONTENTS: REFLECTED CEILING PLAN DRAWING NO.: PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, ORLOCAL REGULATIONS. BY: ® �'^ - -� -7Z' DATE:09/OB/22 WEST COAST CODE CONSULTANTS, INC. A-1 20 NOTE: ELECTRICAL E GAS LINES MECHANICAL UNIT, MUST RUN INSIDE OF ROOF SEE MECHANICAL 0 CURBS. OBTAIN OWNER'S DRAWINGS FOR APPROVAL IF EQUIPMENT SPECIFICS PREVENTS THIS. WVAC UNIT (DOWN DISCHARGE ELECTRICAL SHOWN) DISCONNECT ELECTRICAL OUTLET 14 A-130 CONDENSATE DRAIN WITH P-TRAP, CONNECT TO FACTORY CURB - SEE STRUCTURAL NEAREST RF DRAWINGS FOR STRUCTURE BELOW. DRAIN SEE ROOF PLANS FOR MECH UNIT LOCATION ZONES. TYPICAL HVAC UNIT LAYOUT SCALE: 1 1/2' - 1'-0' ROOF MEMBRANE FASTENER SEAM PLAT TPO BOND I ADHESIVE - PRIMER — ROOFING STRIP (E) ROOF SHEATHING hl MECHANICAL CUR5 SCALE: 3' = 1'-0' CONTINUOUS BEAD SEALANT HVAC UNIT WOOD NAILER NAILS 0 12" O.G. GASKETED FASTENER 12' O.C. MAX. INSULATED MTL. CURB (14' HGT. , MIN.) MTL. GALV. COUNTERFLASH'G STAINLESS STEEL CLAMPING RING PRE -MOLDED TPO PIPE FLASHING FASTENER 3 SEAM PLATE WELDED SPLICE 2' MIN. TPO MEMBRANE 1/4" DENSDECK BD. PLUMS. VENT ROOF PENETRATION SCALE: 3' = 1'-0' O I C A-402 I - UPPER ROOF. NO WORK I HIS AREA 26'-O' EXISTING & EXISTING 4" ROOF DRAIN TO REMAIN EXISTING OVERFLOW TO REMAIN. -o 0 13 160' - (o' 25' -0' ME 22'-1" > I I EXISTING TPO MEMBRANE ROOF TO REMAIN OVER EXISTING ROOF SUBSTRATE � I 15 25'-0" 1 I 3 0 A-202 1 INC. I 25'-0' 28'-roll EXISTING 4" ROOF DRAIN TIE IN NEW ROOF MEMBRANE A-301 EXISTING OVERFLOW OUTLET TO REMAIN 22'-I' > 22 _ A-503 I � NEW ROOF HATCH EXISTIN PLYWOOD TO REMAIN EXISTING R-5 POLYISO o i4IGID INSULATION PRO ECTION BOOARD I / _TPC RO DFING MEMBRANE � I � A-130 � I — — — — 1 w I FUTURE THROUGH ROOF EXHAUST FAN z PENETRATION, TYPICAL OF 3. SEE Eck<pA X ��OQ �6 I MECHANICAL Sr �`\5 DRAWINGS EXISTING " I BUILT UP C ICKET W EXISTING S o S LEGEND: +XX" X'-XX" > ex TOP OF PARAPET WZZ HEIGHT OF BUILT UP CRICKET ABOVE SCUPPER ABOVE FINISHED FLOOR OR LOWEST POINT (ASSUMED TO BE +0'-0") B.O.D. = BOTTOM OF DECK (TOP OF STEEL) __-<14' -11 1 /2'> EXISTING ROOF FRAMING TO REMAIN EXISTING 3" ROOF DRAIN 22'-I' > 13'-0' > I ' I 6' 0" 2' BUILT UP - - - 0 - - - - - - J CRICKET - r FUTURE ® z CONDENSOR O EXISTING O OO UNITS, SEE I 25'_0" > ' MECHANICAL A-301 < 2'-0" a BUILT UP NEW ROOF DRAIN 4 INSTALL CURB CRICKET OVERFLOW CONNECT FOR FUTURE UPPER ROOF. NO TO LEADS OF CONDENSOR BUILT UP S " I EXISTING 4" UNITS 4'-0" <00�4` OQ 00 4 -0 9 - ROOF DRAIN WORK THIS AREA EXISTING RAIN CRICKET � � �, 4 EXISTING ROOF DRAIN, Ty Qi OQ �0 ABANDON N PLAGE 0 0� [L I @ I I O L-J L-J L-J L-J ------- SLOPE EXISTING MIN 1/2:12 " I +/-22'-�"> 14'- " > 21'-0" > 13,-0" 13'-0' > PROVIDE CONCEALED DOWNSPOUT 5'-0" > WITHIN THE FURRING BELOW AND AN ' I I OUTLET FOR THE OVERFLOW ONTO THE CANOPY BELOW. NEW C NOPY ROOF DRAIN TO CONTINUOUS GUTTE WITH A 3X4 SLOPE DOWN OUT AT EACH I END I I II 42'-0" tu N COPING � Z COPING, SEE N A A-402 -402 A-403 A-403 SECTONS I i 14-0" > 14'-0' I L ) - I IA S)- J A-201 -o 0 14'-0" O 14'- 0' > R,4IN LEADEFR 51ZING C,4LCULATICN: RAINFALL = 1 INCH/HOUR = .0104 GPM/SF (JOSAM RAINFALL CONV. DATA FIG -1) LEADER SIZE= 4" DIA MAX. ALLOWABLE FLOW PER 4" LEADER = 192 GPM (JOSAM SIZING DATA FIG S) MAX. ALLOWABLE HORIZ. ROOF AREA= 13,040 SF (TABLE II-1 UPC) ROOF AREA = 9,511 SF ROOF DRAINS REQUIRED SF / 13040 SF = 011 DRAINS ROOF DRAINS PROVIDED = 5 DRAINS (4" DIA.) MAX. ALLOWABLE FLOW= 144 GPM X 011 DRAINS= 102.24 GPM (TABLE 11-1 UPC) ALLOWABLE FLOW PROVIDED= 144 GPM X 5 DRAINS= 120 GPM REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING IKSTRUCTURAL MECHANICAL ®PLUMBING ❑ELECTRICAL ®ENERGY ®ACCESSIBILITY [-]FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. BY: �)Jk -�- _i7 DATE: 09/06/22 WEST COAST CODE CONSULTANTS, INC. Donahou Design Group 8383 158th AVE NE SUITE 250 REDMOND, WA 98052 425.285.9992 ddgarchitects.com 602 UREGISTERED Hou ITS t OF VAMINGTON L� T Z W O W 4 z z 0 z O fQ N -n 1Y1 } LIJ U W o L O LIJ Ld < Q N � C1l N �r C14 nl N (14 (V Y asLl U LLI z � 0 0 Q (L z U m z U N @ 6) 00 m LJ Q m ' O O RESUBMITTED 8/23/2022 \ CITY OF FEDERAL WA OMMUNITY DEVELOPME T QJ 22-101385 w 0 J 0 Q 2 W/ 0. Q LU LU W p o U) W Q LL v N LL (y J W w � LU o p C� w z Z LL W O c) 7> 0 O< CU DRAWING CONTENTS: ROOF PLAN DRAWING NO.: A-1 30 EXI: W05 INF I1 FRC TE> VEf W/ MTL. D.S. TO MATCH BRICK MATERIAL SCHEDULE 1. STUCCO 2. CORRUGATED METAL SIDING 3. BLACK ANODIZED ALUMINUM CURTAIN WALL SYSTEM 4. STEEL ACCENT 5. PRE -FINISHED METAL COPING / FLASHING ro. PRE -FINISHED METAL CORNICE -1. BLACK ANODIZED ALUMINUM STOREFRONT SYSTEM 8. HORIZONTAL STEEL CANOPY g. HOLLOW METAL DOOR 10. EXPOSED CONCRETE 11. BLACK ANODIZED ALUMINUM 5REAK51-IAPE 12. BRICK (EXISTING) 13. CMU (EXISTING) 14. NEW TECH WOOD 15. THIN BRICK VENEER 16. CONCIETE CORNICE (EXISTING) 171. SLACK ANODIZED ALUMINUM LOUVER 18. BRICK (MATCH EXISTING SIZE) 19. WALL SCONCE 20. G1;�EEN 5G-REEN FAINT Al- SW lrorol "REFLECTION" SHERWIN WILLIAMS A2- 5W -1001 "MAR5HMALLOW" SHERWIN WILLIAMS 143- SW -10-19 "PONDER" SHERWIN WILLIAMS A4- 5W -lro-14 "PEPPERCORN" SHERWIN WILLIAMS A5- SW -1004 "SNOW BOUND" 5HERWIN WILLIAMS CONCRETE D1- NATURAL GRAY EI- MATTE BLACK (AEP SPAN) E2- PRE -WEATHERED GALVALUME (AEP SPAN) MASONRY F1- COAL CREEK (MUTUAL MATERIALS) OR EQUAL WOOD LOOK S I D INCH G1- NEWTECH PERUVIAN TEAK (TK) OR EaUAL REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING IKSTRUCTURAL MECHANICAL ®PLUMBING ❑ELECTRICAL ®ENERGY ®ACCESSIBILITY [-]FIRE Donahou Design Group 8383 158th AVE NE SUITE 250 REDMOND, WA 98052 425.285.9992 ddgarchitects.com REGISTERED ARC H'ITEa 40. MNAHOU OMMINGTON c� Z W O U w z z O z >Yl } o N m LU U w cn o I O L N N N Ld N C N Q 6 N N �Y �4 r 0 0 0 U w Im C1 0 Q r (L z m U N 0) W w z 0 N w o � � N l'T o om �� 0 RESUBMITTED 8/23/2022 CITY OF FEDERAL COMMUNITY DEVELO QJ 22-101385 L J 0 W O. Q wL�� L C)oU� U) LLJ < Lvc� Q CM J ��(/)Q L Qryv-w + � � 0 0 C/ r L z z w LL O c) 7> O Oa U DRAWING CONTENTS: ELEVATIONS DRAWING NO.: PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, ORLOCAL REGULATIONS. BY: ® �'^ - -� -7Z' DATE:O9/OB/22 WEST COAST CODE CONSULTANTS, INC. A-201 � SCALE: 1/S" = 1'-0" ZL MATERIAL SCHEDULE 1. STUCCO 2. CORRUGATED METAL SIDING 3. BLAGK ANODIZED ALUMINUM CURTAIN WALL GLAZING 4. STEEL ACCENT 5. PRE -FINISHED METAL COPING / FLASHING 6 . PRE -FINISHED METAL CORNICE -1. BLACK ANODIZED ALUMINUM STOREFRONT 5`I'5TEM 8. HORIZONTAL STEEL CANOPY 9. HOLLOW METAL DOOR 10. EXPOSED CONCRETE 11. BLACK ANODIZED ALUMINUM BREAK5HAPE 12. BRICK (EXISTING) 13. CMU (EXISTING) 14. NEW TECH WOOD 15. THIN BRICK VENEER 16. CONCRETE CORNICE (EXISTING) 11. BLACK ANODIZED ALUMINUM LOUVER 15. BRICK (MATCH EXSTING SIZE) 19. WALL SCONCE 20. GLEN SCFEEN FAINT Al- SW -l661 "REFLECTION" SHERWIN WILLIAMS A2- SW 1001 "MARSHMALLOW" SHERWIN WILLIAMS 43- SW 1079 "PONDER" SHERWIN WILLIAMS A4- SW l674 "PEPPERCORN" SHERWIN WILLIAMS A5- SW -1004 "SNOW BOUND" SHERWIN WILLIAMS CONCRETE DI- NATURAL GRAY METAL E1- MATTE BLACK (AEP SPAN) E2- PRE -WEATHERED GALVALUME (AEP SPAN) MASONRY F1- COAL CREEK (MUTUAL MATERIALS) OR EQUAL WOOD LOOK SIDING G1- NEWTEGH PERUVIAN TEAK (TK) OR EQUAL REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING NSTRUCTURAL MECHANICAL ®PLUMBING []ELECTRICAL ®ENERGY ®ACCESSIBILITY [-]FIRE Donahou Design Group 8383 158th AVE NE SUITE 250 REDMOND, WA 98052 425.285.9992 ddgarchitects.com REGISTERED ARC H'ITEa 40. IMNAHOU DMMI 'T 1 c� Z w 0 !Y w z z O z O fQ N m } LU F- U w cn o ( OLU W Q N N N N N N N 0 0 0 Y as �j U w z Of C1 0 Q IL z m N 0) 03 w z U 0 w m o O F Q � � m O N � 0�� 0 l'7 0 � om RESUBMITTED 8/23/2022 CITY OF FEDERAL WA COMMUNITY DEVELOPME T QJ 22-101385 W 0 J O W/ O. Q ww�� w C)0U� U) LLJ < Lvc� Q CM J ��Q LU Q� w C/) � z Z w W LL O c) 7> O Oa U DRAWING CONTENTS: EXTERIOR ELEVATIONS DRAWING NO.: PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, O7R®LOCAL REGULATIONS. BY: - a— l DATE: 09/06/22 WEST COAST CODE CONSULTANTS, INC. A-202 A" 5�ILIDING SECTION = L OO f Nr-:z NC T�4 SCJ'--'tLE: 1/0 " = 1 I _ 0II lfd 11 12 13 14 15 1� 1� ,4 I I I I I I I A-301 I 5UILIDING SECTION = LOO<ING EAST SCALE: 1/5" = V-0" ______ 22'--l° T.O. EXISTING CORNICE FINISH FLOOR 22'--' T.O. EXISTING; CORNICE BEYOND _____ 15'-0" T.O. METAL COPING ______ 0'-0'--0- FINISH FLOOR REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING IKSTRUCTURAL MECHANICAL ®PLUMBING ❑ELECTRICAL ®ENERGY ®ACCESSIBILITY ❑FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,(\JOR®LOCAL REGULATIONS. BY: a- 1 DATE: 09/06/22 WEST COAST CODE CONSULTANTS, INC. Donahou Design Group 8383 158th AVE NE SUITE 250 REDMOND, WA 98052 425.285.9992 ddgarchitects.com REGISTERED 40. MNAHOU OMMINGTON N z W lY w 4 z z O z O fQ N 1Y1 > LU U % w o L O LU W Q N N N N N N N Y a a U W I 0� 0 O Q (t z m U N 6) 00 m O Q � c+l O N RESUBMITTED 8/23/2022 \ CITY OF FEDERAL —COMMUNITY DEVELOI QJ 22-101385 W J 0 Q 2 W/ 0. Q I.- LU LU w p o U) Q = > W Q LL v N � LL M J LUQ�w W o 0 U) w z Z LL W OC) 7> 0 O< CU DRAWING CONTENTS: BUILDING SECTIONS DRAWING NO.: A-301 O 42'-0" TOP OF FRAMING 39'-1 3/4' �gQ.��AMING T.O. CURTAIN WALL 35'-0" Jill T.O. (E) ROOF JOIST 18'-0" T.O. OF SLAB 12'-0" TOP OF 5TOREFRO 01-0" FINISH FLOOR LINE _� O A91-0" OF FRAMING 411 OF CMU a" (E) ROOF JOIST )" OF SLAB >H FLOOR LINE REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING IKSTRUCTURAL MECHANICAL ®PLUMBING ❑ELECTRICAL ®ENERGY ®ACCESSIBILITY [-]FIRE Donahou Design Group 8383 158th AVE NE SUITE 250 REDMOND, WA 98052 425.285.9992 ddgarchitects.com REGISTERED 40. IMNAHOU OMMINGTON N z W lY W 4 Z z O z O fQ N 1Y1 } Ucn % w o IL O UJ Q N N N N N N N Y a a U W I 0� 0 O Q QL z m U N 6) 00 m O Q � O N c+l RESUBMITTED 8/23/2022 \ CITY OF FEDERAL WA —COMMUNITY DEVELOPME T QJ 22-101385 w 0 J 0 Q 2 � mow 0./ Q I.- LU LU w p 0 U) W Q LL v N LL M J w w � LU o 0 z z LL w LU O c) 0 O< CU DRAWING CONTENTS: WALL SECTIONS DRAWING NO.: PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, ORLOCAL REGULATIONS. BY: ® �'^ - -�- -7Z DATE:09/OS/22 WEST COAST CODE CONSULTANTS, INC. A-401 N A" 7 107 0 G off s� IUALL SECTI�N SCALE: 1/2" = 1'-0" ° °o 0 0 o ° o 0 EXISTING SECOND FLOOR AREA, NO WORK REQUIRED- IS'-0' SECOND FLOOR 17'-0" T.O. (E) CMU — NEW SHOTCRETE SHEAR WALL OVER EXISTING CMU WALL, REFER TO STRUCTURAL I- AWING5 FOR REINFORCING E EXISTING FOOTING NEW FOOTING A5 REQUIRED PER STRUCTURAL 0'-Oil FINISH FLOOR LINE h 2-l'-0" T.O. CORNICE FRAMING 21'-4" T.O. EXISTING CMU 12' -10 5/6" T.O. CANOPY FRAMING OIL 12'-0' T.O. STOREFRONT 0' - 0' FINISH FLOOR LINE %NE ROOF RUN )F PARAPET OL 2-l'-0" T.O. CORNICE FRAMING 21'-4" T.O. EXISTING CMU THIN BRI VENEER HORIZON MOVEME' CANOPY LIGHT F I; SCHEDUL B.O. LIGHT F CONCRETE I 0' - 0' FINISH FLOOR LINE G)54tE�1/4- L��ION :0 REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING IKSTRUCTURAL MECHANICAL ®PLUMBING ❑ELECTRICAL ®ENERGY ®ACCESSIBILITY [-]FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. BY: �)Jk -� -7Z' DATE: 09/06/22 WEST COAST CODE CONSULTANTS, INC. Donahou Design Group 8383 158th AVE NE SUITE 250 REDMOND, WA 98052 425.285.9992 ddgarchitects.com REGISTERED 40. MNAHOU OMMINGTON c� F- Z W 0 w Z Z O z o fQ N m } U % w o I O L W Q N N N N ' N N N r 0 0 0 Y as w o 0 Q r IL z w z U 0 w ``� o N � N of 111 0 � o m � � 0 RESUBMITTED 8/23/2022 CITY OF FEDERAL COMMUNITY DEVELOI QJ 22-101385 W J O W/ O. Q ww�� W C) C) U cf) w Q z: Q Lvc)3: Q J ��CMU)Q w Q � � w Lu 0 0 C/) w z Z � W O c) 2 O Oa U DRAWING CONTENTS: WALL SECTIONS DRAWING NO.: A-402 n c c r-,r-t- - nr_t 2 T.O. GOF 2" GONTINi VENT SC;F: 21'-4" STUCCO U COATING OL 12 T.O. OL 12 T.O. STO LIGHT FIX SCHEDULI B.O. L IGH' THIN BRIC VENEER P m'-ON FINISH F REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING IKSTRUCTURAL MECHANICAL ®PLUMBING ❑ELECTRICAL ®ENERGY ®ACCESSIBILITY [-]FIRE Donahou Design Group 8383 158th AVE NE SUITE 250 REDMOND, WA 98052 425.285.9992 ddgarchitects.com REGISTERED ARC H'ITEa 40. IMNAHOU DMMI 'T 1 c� Z w 0 IK w Z Z O z o >Yl N m } LLI U % w o I O IL Lli N N N N N Y as C) w Im C1 0 Q r (L z Ld z U 0 w N � � N of l'� o � om �� 0 Li RESUBMITTED 8/23/2022 CITY OF FEDERAL WA COMMUNITY DEVELOPME T QJ 22-101385 w 0 J O W O. Q I.- ww�� w C) o U vJ LLJ < Q LL U o Q CM J ��Q w Q w � � 0 0 � � z Z w W LL O c) O Oa U DRAWING CONTENTS: WALL SECTIONS DRAWING NO.: PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, ORLOCAL REGULATIONS. BY: ® �'^ - -� -7Z' DATE:09/OB/22 WEST COAST CODE CONSULTANTS, INC. A-403 REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING IKSTRUCTURAL MECHANICAL ®PLUMBING ❑ELECTRICAL ®ENERGY ®ACCESSIBILITY [-]FIRE Donahou Design Group 8383 158th AVE NE SUITE 250 REDMOND, WA 98052 425.285.9992 ddgarchitects.com REGISTERED 40. HOU OMMINGTON c� Z w 0 IK w Z Z O z o >Yl N to } LLI U % w o I O IL W Q N N N N N N N N Y as w 0 0 Q OL z w z U 0 w ``� o N � � N of l'� o � om �� 0 RESUBMITTED 8/23/2022 CITY OF FEDERAL WA COMMUNITY DEVELOPME T QJ 22-101385 w 0 J O � mow O./ Q I.- ww�� w C)oU� U) LLJ < Lvc� Q M J ��CU)Q w Lu w o) p C/ w z Z LL w OC) 7> O Oa U DRAWING CONTENTS: WALL SECTION DRAWING NO.: PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. BY: ® �'^ - -�- -7Z DATE:09/OB/22 WEST COAST CODE CONSULTANTS, INC. A-404 n EXISTING REMOVE REQ'D. F REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING IKSTRUCTURAL MECHANICAL ®PLUMBING ❑ELECTRICAL ®ENERGY ®ACCESSIBILITY [-]FIRE Donahou Design Group 8383 158th AVE NE SUITE 250 REDMOND, WA 98052 425.285.9992 ddgarchitects.com REGISTERED ARC H'ITEa 40. MNAHOU DMMI 'T 1 c� Z w 0 IK w Z Z O z o >Yl N to } LLI U % w o I O IL W Q N N N N N N N N Y as w 0 0 Q It z w z U 0 w ``� o N � � N of l'� o � om �� 0 RESUBMITTED 8/23/2022 CITY OF FEDERAL WA COMMUNITY DEVELOPME T QJ 22-101385 w 0 J O � mow O./ Q I.- ww�� w C)oU� U) LLJ < Lvc� Q M J ��CU)Q w Lu w o) p C/ w z Z LL w O c) 7> 0 Oa U DRAWING CONTENTS: WALL SECTION DRAWING NO.: PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, ORLOCAL REGULATIONS. BY: ® �'^ - -�- -7Z DATE:09/OB/22 WEST COAST CODE CONSULTANTS, INC. A-405 c{1 r INSIDE CORNER- STUCCO SCALE: 3' = 1'-0' 7 C,�N t--4-T AI L•TI 11/ II /Y /• I/ I NVVV W I 1 r-r 6/ I�l I Y I I 1 11 9 1 1.01M. SEE WALL TYPE 'P'. FACE OF FRAMING ENLARGED PLAN AT GRIDS 11 4 B SCALE: 3/4' = I'-0' 8 OUTSIDE FACE A -SW OF CMU 2 HOUR T.S. COLUMN PROTECTION PER IBC 722.5.1.2 0 2 LAYERS 5/8" TYPE X GYPSUM WALLBOARD APPLIED > TO 1-5/8" STEEL STUDS PER IBC FIGURE -122B.1 (3)5. FIRE > RESISTENCE IS 12612 MINUTES (+2HOUR) PER IBC > EQUATION -1-12. INSIDE FACE OF CURTAIN WALL Or 11t-tttlt'itl-it'I I � 1_I_/_/_� /.1illinfliml_I_I EXISTING STEEL COLUMN TO REMAIN INSIDE FACE OF CURTAIN WALL `ALUM/GL CURTAIN WALL SYSTEM 2 HOUR FIRE ,A 2nd FLOOR ENLARGED PLAN AT GRIDS 11 4 8 21A 2nd FLOC SCALE: 3/4' = I' — 0' SCALE: 3/4' -1/8" HAT CHANNEL AT COLUMN PROVIDE 5/8' TYPE 'X' GWB ON AND CONC BEAM ABOVE. 1/8' HAT CHANNELS ON EXISTING COLUMN (FURRING BY EXISTING CONE COLUMN TO GC UNDFrm T "a oCo1v11T' REMAIN 5/8' TYPE 'X' GWB BY TENANT E' (UNDER SEPARATE PERMIT) COLUh ALIGN STUDS WITH FACE ALIGN WITH FACE OF FINISH OF GONG / CMU ABOVE. GWB PLANE ABOVE --------------f I I � n7 B INSIDE FACE STOREFRONT SYS STUCCO SYSTEM W DRYVIT K FINISH ON ro'FLIRRING. SEE WALL TYPE 'K' FOR DETAILS N 2'-0" 2'-/J'SC/ 11 A l 0 11 Y -FACE OF ALUM/GLASS STOREFRONT SYSTEM 1� ENLARGED PLAN AT GRIDS 14 4 C SCALE: 3/4' = I' — 0' HSS STRONGBACK -HSS COLUMN EXISTING BRICK TO BE REMOVE OUTSIDE FACE OF EXI CMU / PRECAST BEAM Al LINE OF INSIDE FACE C EXISTING CMU A501/ ALIGN STUDS WITH FAC OF GONG / CMU ABOV 5/5" TYPE 'X' GWB B' TENANT (UNDER SEP PERM11 NO ENLARGED PLAN AT GRIDS 12 4 8 SCALE: 3/4' = I' - 0' . .. .... Nmw_ .... .. ... .. LINE OF SAWCUT LINE OF ROUGH REMOVE EXISTING BRICK OPENING " VENEER AT FURRING 3'-61I II_ N 5'-ON 15 S_ENLARGED PLAN AT GRIDS 1S C SCALE: 3/4' = 1' - 0' 0 F.O. 5/8" GWB BY TENAN (UNDER SEP PERMIT -REMOVE EXISTING BRICK VENEER, APPLY STUCCO, PAINT. STUCCO SYSTEM W DRYVIT FINISH ON 6" FURRING. SEE 01 WALL TYPE 'H' FOR DETAILS THIN BRICK SYSTEM SENL ARGED PLAN AT GRIDS 16 C SCALE: H 41) Ce', ENLARGED PLAN AT GRIDS 12 4 C SCALE: 3/4' = 1'- 0' INTERIOR EXISTING CMU TO REMAIN 2" CONT RIGID INSULATION (R-10 MIN) R-13 GATT INSULATION .. T�E 5/8" TYPE 'X' GWB W/ LEVEL 4 FINISH n G ►i::e >�■■i`..... 9 INFILL CMU IN EXISTING OPENING. EXISTING CMU TO REMAIN UNHEATED WATER RESISTANT BARRIER E 1 1/2' HAT CHANNEL (VERT) AT 16" OC. VERIFY SPACING WITH CORRUGATED METAL MFR/SUPPLIER. AEPSPAN NU -WAVE CORRUGATED METAL SIDING REMOVE EXISTING BRICK VENEER EXTERIOR METAL GWB CORNER (TYP) GWB RETURN TYP AT ALL WINDOW LINE OF EXISTING ROUGH OPENING. OPENINGS BACKER ROD E SEALANT, TYP ALUM/GLASS STOREFRONT SYSTEM OWNER OPTION: THE OWNER MAY OPT FACE OF EXISTING CMU TO DEFER THE INSTALLATION OF THE INTERIOR GWB PENDING FUTURE 3/4" FACE OF STOREFRONT TENANT IMPROVMENT TO FACILITATE ACCESS FOR CONDUIT 3 BACKING, ETC. ENLARGED PLAN AT GRIDS 11 e E JJITH DRYVIT FINISH. 11 scALE: 3/4' = r _ TYPE 'P'. EXISTING CMU TO REMAIN 2" CONT RIGID INSULATION (R-10 MIN. R-13 GATT INSULATIO> 5/8" TYPE 'X' GWB W/ LEVEL 4 FINISH HSS STRONGBACK HSS COLUMN, ALIGN WITH OUTSIDE FACE OF CMU ENLARGED PLAN AT GRIDS 11 4 D SCALE. 3/4' = P — 0' HSS COLUMN, ALIGN WITH OUTSIDE FACE OF CMU HSS STRONGBACK EXISTING CMU TO REMAIN- 2' CONT RIGID INSULATION (R-10 MIN) EXISTING CMU. R-13 GATT INSULATION 3-5/8" METAL STUDS AT 16" OC INFILL EXISTING DOOR OPENING WITH CMU. /QA- 5/5" TYPE 'X'GWB W/ LEVEL 4 FINISH Nil, THIN BRICK 0\N 6' FURRING. SEE WALL TYPE 'G�FOR DETAILS \3'-O" ol 5'-011 \ \ I \ I I — _J HSS STRONGBACK HSS COLUMN FLUSH WITH -OUTSIDE FACE OF CMU EXISTING DOOR TO BE REMOVED 29 ENLV/F�z D PLAN AT GRIDS 1-1 4 C SCALE:1'-O' ALUM/GLASS STOREFRONT SYSTEM BACKER ROD E SEALANT, TYP. LINE OF EXISTING ROUGH OPENING. ETAL STUDS O.C. THIN BRICK IN THINSET MORTAR WATER RESISTANT BARRIER CEMENT BACKER BOARD LINE OF NEW ROUGH OPENING. LINE OF SAWCUT, ALLOWING FOR DEPTH OF HSS STEEL. REFERENCE STRUCTURAL PRIOR TO DEMO FOR COORDINATION. THE ROUGH OPENING MUST BE MAINTAINED. BACKER ROD E SEALANT, TYP ALUM/GLASS STOREFRONT SYSTEM FACE OF EXISTING CMU FACE OF STOREFRONT ALUM/GLASS STOREFRONT SYSTEM BACKER ROD E SEALANT, TYP LINE OF NEW ROUGH OPENING. LINE OF SAWCUT, ALLOWING FOR DEPTH OF HSS STEEL. REFERENCE STRUCTURAL PRIOR TO DEMO FOR COORDINATION. THE ROUGH OPENING MUST BE MAINTAINED. -THIN BRICK IN THINSET MORTAR WATER RESISTANT BARRIER -CEMENT BACKER BOARD - 6' METAL STUDS AT 16" O.G. THIN BRICK IN THINSET MORTAR REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING IKSTRUCTURAL MECHANICAL ®PLUMBING ❑ELECTRICAL ®ENERGY ®ACCESSIBILITY [—]FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, �OR LOCAL REGULATIONS. BY: '^ — 4_7Z' DATE:09/OB/22 WEST COAST CODE CONSULTANTS, INC. Donahou Design Group 8383 158th AVE NE SUITE 250 REDMOND, WA 98052 425.285.9992 ddgarchitects.com W52 .REGISTERED H'ITEC'T Hou ITS t OF VAMINGTON N Z w O W IL 4 Z Z () z O fQ N ca } LIJ U w cn oLU IL O Lli11 Q N N CC1l t`l N (V Y as U w z � (] 0 Q (L z � m N � � � w z U @ w o Q 1--O � m om �� 0 RESUBMITTED 8/23/2022 >CITY OF FEDERAL —COMMUNITY DEVELOI QJ 22-101385 w 0 J 0 Q 2 Uj I..L Q UJ LU W Q p U) _ > WQ�Q LL v N � M J �< W w W o 0 U) w zz LL W O c) 0 O< CU DRAWING CONTENTS: DETAILS DRAWING NO.: A-501 ACCESSIBLE THRESHOLD ALUMINUM DOOR W/ 1" CLEAR INSULATED SAFETY GLAZING DOOR SHOE M1 SL 01 D TF BLACK ALUM. Si SYSTEM NOT USED INSUL. GLASS STOREFRONT VERT. MULLION BLACK ALUM. ST SYSTEM INSUL. GLASS STOREFRONT HORIZ. MULLION 41/2" INSULATED GLASS 17 O ALUM FRAME W/ O I CONGEALED CLOSER _011 PROVIDE FULL WEATHER STRIPPING AND INSULATED AND TEMPERED GLASS BLACK ANODIZED ALUMINUM STOREFRONT DOOR NOTE: ] AND FRAME REF SPECIFICATION FOR REQUIRED ENERGY PERFORMANCE REQUIREMENT STOREFRONT DOOR i-IEAD SCALE: 3' = 1'-0' ✓� SCALE: 3' = 1'-0" SCALE: 3' = 1'-0" SCALE: 3' = 1'-O' 4x - ISGA BENT PLATE JAMBS AND HEAD COIL INCH DooR J4M� SCALE: 3' = 1'-0' INTERIOR PER ULE SEAL FRAME INTERIOR INT. DOOR JAMS tv FRAMED WALL/ HEAD (SIM) �vJ SCALE: 3' = 1'-0' NOTE: PER THE REQUIREMENTS OF THE 2018 IBC CHAPTER 1024.3, FIRE BARRIER RATING IS BASED ON GYPSUM ZL ASSOCIATION DESIGN *WP 10-12. REFER TO WALL DESIGN # 1, SHEET A-113 EXISTING ROOF SHEATHING NEW (o" 18 GA INFILL STUDS 0 16" O.G. BETWEEN JOISTS/GL —7 6" 16 GA TOP BOT. OF EXISTING b TRACK JOIST/GL F„I �a CONTINUOUS FIRE SAFING EACH SIDE, TYPICAL CONTINUOUS SHEET METAL CLOSURE EACH SIDE TO RETAIN FIRE SAFING 18 GAUGE SLIP TRACK FIRE TAPE SEAMS EACH SIDE, LEVEL 4 FINISH, TYPICAL OU ACOUSTICAL SEALANT BOTH SIDES 1/5" FOAM TAPE 1-HOUR FIRE 5ARRIER PERPINDICULAR TO JOISTS/CAL EXISTING BRICK VE NEW BRIC VENEER � REQUIRES MATCH EXISTING EXIST WALL SEAL,, BACK SHIM SPAC: H.M. D TO DC STFR JAMS (E) MASONRY WALL SCALE: 3" = 1'-0" I.M. DOOR JAMS CMU WALL / HEAD (SIM) JSCALE: 3' = 1'-0" NOTE: PER THE REQUIREMENTS OF THE 2018 IBC CHAPTER 1024.3, FIRE BARRIER RATING IS BASED ON GYPSUM ASSOCIATION DESIGN Al *WP 1012. REFER TO WALL DESIGN # 1, SHEET A-113 EXISTING ROOF SHEATHING CONTINUOUS FIRE SAFING EACH SIDE, TYPICAL CONTINUOUS SHEET METAL CLOSURE EACH SIDE TO 2 6 RETAIN FIRE SAFING ATTACH NEW TOP ^ 4 TRACK TO BLOCKING W/ 010 STEEL SCREWS AT Uo" O.C., TYPICAL NEW 18 GAGE SLIP TRACK W/#10 STEEL SCREWS EACH STUD BOTH SIDES, TYPICAL SOUND ATTENUATION GATT AV 1-08 SHT METAL SCREW U AT EA. SIDE OF TRACK AT STUD ACOUSTICAL SEALANT BOTH SIDES 1/8" FOAM TAPE SEE STRUCTURAL 1-HOUR FIRE 5ARRIER PARALLEL TO JOISTS/CAL STFR JAMB s _NE UJTEGC:H�00 D SCALE: 3' = 1'-0" INTERIOR INTERIOR INTERIOR HM DOOR SILL A" BLACK ANODIZED ALUMINUM STOREFRONT DOOR AND FRAME AT GLAZING - 'ATHER ING �r ..,ULATED GLAZING NOTE: REF SPECIFICATION FOR REQUIRED ENERGY LERFORMANCE REQUIREMENT STOREFRONT DOOR J/AM8 METAL CORNER BE.40 I THIN BRICK r VENEER - — — ------------- PROVIDE OUTSIDE G CORNER SHAPE STFR JAMB a THIN 5RICK VENEER SCALE: 3' = 1'-O' METAL SIDING OVER HAT CHANNEL F STEEL HEADER, OR AS REFER TO 4EDULED STRUCTURAL CESSIBLE INSIDE IM. THRESHOLD CLOSURE FOAM BORING PER FINISH 012-14 x 1 1/2" HWH 4EDULE WITH BONDED WASHER a 12 "o.c., PREPAINTED TO MATCH PANEL (by ERECTOR) TYP. SILL TRIM CLOSURE TRIM 1 .1 10 ROD 4 SEALANT L"LL H.M. DOOR 4 FRAMED FULL WEATHER STRIPPING H.M. DOOR HEAD MTL. SIDING jr SCALE: 3' = I'-O' ft #S x 1/2" PREPAINTED TRIM SCREW a 12 "o.c. (by ERECTOR) TYP. - OUTSIDE CLOSURE FOAM JAMB TRIM METAL SIDING OVER HAT CHANNEL - 3 1/2" TYP. 012-14 x 1 1/2" HWH WITH BONDED WASHER 6 12"o.c., PREPAINTED TO MATCH PANEL (by ERECTOR) TYP. ROD 4 SEALANT FULL WEATHER STRIPPING M. DOOR F 4 FRAME SHIM SPACE H.M. DOOR JAMS a MTL. SIDING �t EXTERIOR SLAB EXPANSION JOINT FILLER 4 SEALANT EXISTING FOOTING a a Q a a a SLAB ON GRADE, REFER TO STRUCTURE R-10 RIGID INSULATION, TYPICAL 0 SLAB PERIMETER [NOTE: HARDWARE FINISH TO MATCH STOREFRONT FINISH] ALUMINUM THRESHOLD SCALE: 3' = I'-O' RI EXTERIOR 1/2" EXPANSION JOINT MATERIAL a , NOTE: EDGE OF SLAB/GRIDLINE VARIES, SEE FLOOR PLAN FOR INFORMATION INTERIOR INSULATED GLASS BLACK ANODIZED ALUMINUM STOREFRONT SYSTEM PER SPECIFICATIONS SILL PAN WITH END DAMS FNOTE: REF SPECIFICATION FOR REQUIRED ENERGY PERFORMANCE REQUIREMENTS STOREFRONT SILL SCALE: 3' = I'-O' HOLLOW METAL THRESHOLD SCALE: 3' = 1'-0" SCALE: 3' = 1'-O' �TJ SCALE: 3' = I'-0' �JJ SCALE: 3' = I'-0' 4 1/2 41/2" SLID INCH DOOR HEAD DETAIL REFRONT )OW SYSTEM ION SENSOR, >ING DOOR 2ANCE BLACK ANODIZED ALUMINUM 5REAK814APE ROD AND SEALANT REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING ®STRUCTURAL MECHANICAL ®PLUMBING []ELECTRICAL ®ENERGY ®ACCESSIBILITY ❑ FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, ANODIZED ALUMINUM LOCAL REGULATIONS. SLIDING DOOR WITH BY: T DATE: 09/06I22 TEMPERED GLASS WEST COAST CODE CONSULTANTS, INC. ROD AND SEALANT STOREFRONT WINDOW SYSTEM SIMILAR CONDITION: STOREFRONT PERPENDICULAR TO SLIDING DOOR L— — — — — — — — — — — — — — — — — — — — — -- SLIDING DR a ANOD. 5REAKSHAf=E a a a a A SLIDING DOOR THRESHOLD >OOR HOE LLD 'ER TE CURB FIXED DOOR BEYOND GLASS AS SCHEDULED CONT. GREY SEALANT SLIDING DOOR ENTRANCE THRESHOLD SET IN FULL MAJESTIC BED Donahou Design Group 8383 158th AVE NE SUITE 250 REDMOND, WA 98052 425.285.9992 ddgarchitects.com IM2 RUES ISTERED CN'TE;'r HOU ITS t OF VAMINICTON c� Z w 0 w Z Z O z O ca N m > U % w o (o (L LiN Q N -4 N � �t N 6 N N N r 0 0 0 Y 00 C) w W z � 0 0 Q r (L z m N a) cc w z � O F Q w N � m � � O N N om 0�� 0 RESUBMITTED 8/23/2022 CITY OF FEDERAL WA COMMUNITY DEVELOPME 7 QJ 22-101385 w 0 J 0 � mow/ L.L Q INNNNNNNN Uj LU ��w C) 0 U vJ Uj <. Q L.L U o Q M J �Q 0� Uj Uj w 0-0 0 w z Z LL w O� O 0a U DRAWING CONTENTS: DETAILS DRAWING NO.: A-502 SCALE: 1 1/2' = 1'-O' Al ��J SCALE: 3" = 1'-0" Al J SCALE: 3' = 1'-O' SCALE: 3' = I'-O' SCALE: 3' = 1'-O' CsRI I I WRB SELF -ADHERING FLASHING TAPE GSM FLASH'G, SLOPE AWAY f/ WALL CHAMFER 0� T.O. CURB NEW CONCRETE CURS, REFER TO STRUCTURAL -1/2" FIBER EXPANSION JOINT SIDEWALK a CONCRETE 5�4SE THIN BRICK SCALE: 3' IN: F-0' NOT USED SCALEt 6'=1'-O' ROOF SCUTTLE 2'-6" x3'-0" MODEL 06-20 w/ "LADDER -UP" SAFETY POST MODEL "LU-2 BY ° BILCO COMPANY. SECURE SCUTTLE ACCORDING TO MFGRS DIRECTIONS. HINGE PINS PROVIDE ARE TO BE WELDED PADLOCK NON -REMOVABLE E HASP EXTEND ROOFING RIGID UP CURB AND INSULATION a UNDER INTEGRAL CURB CAP FLASHING, SECURE PER MFRS. DIRECTIONS 6, j I CONT. EXTERIOR CUTLEVEL ITOR URB FROM 4x - - - - - � WELD TOP WELDED I BRACKETS STEEL I' TO STEEL ANGLE FRAME, ANGLE FRAME REFER TO • STRUCTURAL FRAME / SCUTTLE OPEN G 2-1/2" x 3/6' Ilk FLAT STL. BAR BRACKETS a 4' - O'o.c. MAX., WELD TO SIDE RAILS. FASTEN BRACKETS TO WALL w/ 3/6" 0. EXPN. BOLTS E WASHERS. • ?C • E WIDE STL. LADDER, 3/5' X 2-1/2" SIDE • RAILS W/ 3/4" DIA. RUNGS a 12 " O.G. _ SUPPORT NOTE: BRACKETS a WELD ALL JOINTS • 4'-O" O.G. MAX SOLID, ALL EXPOSED AND SOLIDLY EDGES OF STEEL PLATE ANCHORED TO BE GROUND SMOOTH TO SUBSTRATE ROOF HATCH LADDER DETAIL 0 N WRB SELF -ADHERING FLASHING TAPE GSM FLASH'G, SLOPE AWAY f/ WALL CHAMFER = 0� T.O. CURB NEW CONCRETE CURB, REFER TO STRUCTURAL 1/2' FIBER EXPANSION JOINT SIDEWALK v CONCRETE SASE NEWTECHWOOD CORNER REINFORCEMENT STUCCO DETAIL CORNER T SCALE: 3' = 1'-0' 6' = 1'-0' 044 -1 /8" S.S. PREPRINTED RIVET a 4"o.c. (by INSTALLER) TYP. l2) ROWS PANEL CLIP � NON -CURING 2 16 "o.c. BUTYL SEALANT LAP FASTENER a (by INSTALLER) 1/4' (by INSTALLER) TYP. TYP. NOT USED �n� METAL PANEL LAP TYP DETAIL SCALEt &'=1'-0' FAI NEW CONTINUOUS GUTTER SLEEVE SECURE NEW SLEEVE a TOP AND SIDES K MAINTAIN POS DRAINAGE 51KAFLEX 221 SEALANT AT ALL JOINTS AND SEAMS lo ol 2'-3 -1/8" O.A. (MIN) ol FIELD VERIFY NEW SCUPPER IN EXISTING LOCATION SCALE: 1 1/2' = F-0' SCALE: V = I'-0' ANGLE 4x4x3/1(o ANGLE 2 PREFINIS CORRUG. METAL S 40TE: 'OWDER COAT ALL :XPOSED STEEL v TRASH ROOM GATE FRAME SCALE: 3' = 1'-0' 0 LAP WRB OVER TOP FLANGE OF CONTROL JOINT STUCCO V OR M CONTROL JOINT, PAINT TO MATCH STUCCO SELF -FURRING LATH CUT AND INSTALLED OVER JOINT FLANGES 1/2' PLYWOOD SHEATHING WATER RESISTANT BARRIER CONTINUOUS BEHIND CONTROL JOINT AND EXTENDING 12" MINIMUM ABOVE AND BEHIND WATER RESISTANT BARRIER THAT LAPS OVER JOINT TOP FLANGE STUCCO CONTROL JOINT HORIZONTAL SCALE: 3' = 1'-0' 2--1/5" 2 HEM 012 SELF DRILLER I" min PER t1FR STDS 'C' TRIM (C13) (NOT TO SCALE) WRB 1-1/2" HAT CHANNEL AEPSPAN NU -WAVE CORR'D PANEL, HORIZ OR VERT, C TRIM (C-13) BUTYL MASTIC TAPE 012 x 3/4' STITCH SCREW SEALANT INSIDE CORNER- MTL. SIDING WATER RESISTANT BARRIER CONTINUOUS BEHIND CONTROL JOINT ATTACH CONTROL JOINT TO FRAMING STUDS STUCCO V OR M CONTROL JOINT, PAINT TO MATCH STUCCO SELF -FURRING LATH CUT AND INSTALLED OVER JOINT FLANGES 1/2' PLYWOOD SHEATHING STUCCO CONTROL JOINT VERTICAL SCALE: 3' = I'-0' TERIOR XISTING CMU 1JRB AVER CMU " 11TERED CORNER LAP JOINT PRE -FINISHED CORRUGATED METAL ORECISION 90° D.S. MITERED ::ORNER CORNER LAP JOINT NOTE: CORRUGATED METAL SIDING ON I 1/2" VERTICAL VENTED HAT CHANNELS a Uo" O.C. FASTENERS CONNECTING METAL PANELS TO VERTICAL HAT CHANNELS AND FASTENER CONNECTING HAT CHANNEL TO MASONRY PER METAL PANEL MFGR RECOMMENDATION. OUTSIDE CORNER- MTL. SIDING Q SCALE: 3' = 1'-0' �vJ SCALE: 3' = I'-0' 15 ANGLE POSITION STOP BAR 4 BRACE ASSOCIATED BLOCKS 1/4' V 2x2x1/4 TO ALLOW GATE TO SWING OUT 120° 10 ANGLE STOP BAR 4x4x3/I& STOP BAR METAL 1/4'L BLOCK WELDED SIDING TO STATIONARY PIPE (TYP. 0 cA 5" DIA. STL. PIPE ANGLE 2x2x1/4 cf� STOP BAR TS 4x2x1/4 OFFSET SECTION `4 THIS SECTION OF CUT TO MATCH RADIUS OF PIPE NOT TO BE HINGE WELDED TO 0 CONCRETE SASE STUCCO SCALE: 3' = F-0' PLAN c�v SECT ION I' 3-9 BASE TRIM (BI) (NOT TO SCALE) SELF DRILLER PER MFR VS (SEE MFR FASTENER 11DE) RIVET OR PAN HEAD SCREW 4112 SELF DRILLER. SEE MFR FASTENER GUIDE 12 SELF DRILLER. SEE MFR FASTENER GUIDE BASE TRIM (BI) MTL. SIDING- SASE TERMINATION SCALE: 3' = I'-0' 4'-6' VERTICAL POST ANGLE 4x4x3/I�o ERKGREASE (TYP.) ® 1/4' TYP. '1 -- --- ----- FITTIN 1/4 1/4 1/4 I/4 1/4. 6" DIA. DBL. TYP. EXTRA STRONG 1/4" PIPE GATE FRAME 4 HINGE DETAIL SCALE: 1/2' = I'-0' STEEL FRAME PER STRUCTURAL TOP HINGE PRE -FINISHED CORRUGATED METAL SIDING MATCH TYPE, �p COLOR d -' ORIENTATION OF `0 ADJACENT EXT. FINISH BOTTOM HINGE sk CONC. r--V_� --- — I CURB 5" DIA. STEEL 14 — ERIMETER DROP ROD I POST ANGLE 4x4x3/16- ASSEMBLY W/ — A-803 POWDER COAT GROUND KEEPERS REINF. CONCRETE FOOTING PER STRUCT. GATE FRAME ELEVATION SCALE: 1/2' = I'-0' REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING IKSTRUCTURAL MECHANICAL ®PLUMBING ❑ELECTRICAL ®ENERGY ®ACCESSIBILITY [-]FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR®LOCAL REGULATIONS. BY: �'^ - -1."' DATE:09/OB/22 WEST COAST CODE CONSULTANTS, INC. Donahou Design Group 8383 158th AVE NE SUITE 250 REDMOND, WA 98052 425.285.9992 ddgarchitects.com 602 UREGISTERED !'you ITS t OF VAMINGTON N z W O W il- 4 Z z () z o fQ N ca } � U w cn o IL O Li Q N � N nl N (V Y � a a U w z � U o Q } IL z m U N 00 m o F Q � m o � RESUBMITTED 8/23/2022 \ CITY OF FEDERAL OMMUNITY DEVEL01 QJ 22-101385 W 0 J 0 Q 2 W L.L Q INNINNINNIN UJ LU w Q p U) U) Q = W Q INNINNINNIN I v N � � < M J w Q��w w o 0 U) IIII— � w z Z LL W O� 0 O< CU DRAWING CONTENTS: DETAILS DRAWING NO.: -503 SCALE: 3/4' = 1'-0' NOT USED MASONRY t0 BE REMOVED WEEP SCREED, TYPICAL K MTL. COUNTER FLASHING CONTINUOUS GALV. STEEL GUTTER SLOPE 76 El FoAm r L =I �I =I "1/ IL JI --� METAL CANOPY, SEE STRUCTURE FOR STEEL TYPES, SIZES E r-nNt`I�r-T I nti.4:; v 3'X4' RECT. MTL. D.S. CONNECT TO STORM SEWER CANOPY a (E) MASONRY MASONRY t0 BE REMOVED WEEP SCREED, K TYPICAL MTL. COUNTER FLASHING CONTINUOUS GALV. STEEL GUTTER SLOPE 1/4"/i'-0" m r r =I _ -- 51/211 METAL CANOPY, SEE STRUCTURE FOR STEEL TYPES, SIZES d CONNECTIONS J 3'X4' RECT. MTL. D.S. CONNECT TO STORM SEWER CANOPY -9 FURRED WALL SCALE: 1 1/2' = 1'-0' k l SCALE: 1 1/2' = r-0' \ ' l SCALE: 1 1/2' = I'-0' NOT USED K�1 CANOPY a TOWER SCALE: 1 1/2' = 1'-0' SCALE: 1 1/2' = I'-0' FOAM CLOSURE STRIP PAINT STEEL PLA AS SCHEDULED - 12 B.O. BEAM SCALE: 1 1/2' = I'-0' t0 BEAM PER STRUCTURE NOTE: GRIND SMOOTH ALL WELDS CANOPY -9 TOWER SCALE: 1 1/2' = F-0' 20 GA GSM FLASHING, PAINT I B.O. BEAM 20 GA GSM MASONRY TO MASONRY TO FLASHING, PAINT BE REMOVED � _ _ � BE REMOVED I I FOAM CLOSURE TERMINATE WRB UJEEP SCREED, K = STRIP w/ FLASH'G TAPE MTL. COUNTER MTL. COUNTER 22 GA. HR 3(o - _ ROOF PANEL- FLASHING F_ _ - -1 FLASHING FACTORY FINISH CONTINUOUS _ J UP GALV. STEEL F_ -1 CONTIUOUS - 2'-9 1/4' GUTTER GALV. STEEL ` _ _ � GUTTER SLOPE SLOPE I_ 01 _ _ = 1/4"/I'-m' i11 10 PAINT ALL EXPOSED [E] \� -1ccl r J11: SURACES a ------ -- -- - - - - - --_------------ r_ I/no 2' --------- - 2" ool LIGHT 1- 0 - - - - B.O. CMU JE FIXTURE BOO. CMU PER SCHED. METAL CANOPY, SEE STEEL ANGLE STRUCTURE FOR STEEL STEEL PL TE STEEL PLATE STEEL PLATE TYPES, SIZES E PER STRUCTURE PER STRUCTURE ELEC. CONDUIT PER STRUCTURE METAL CANOPY, SEE TO HOUSE PANEL PER STRUCTURE CONNECTIONS STRUCTURE FOR STEEL 3"X4' RECT. MTL. D.S. �L NOTE: GRIND TYPES, SIZES # 3"X4" RECT. MTL. D.S. �L15LACKANODIZED CONNECT TO STORM SEWER ANODIZED ALUMINUM SMOOTH ALL WELDS CONNECTIONS CONNECT TO STORM SEWER ALUMINUM STOREFRONt STOREFRONT WINDOW SEALANT d BACKER ROD WINDOW HEAD SEALANT 3 BACKER ROD HEAD CANOPY DETAIL CANOPY 6 STOREFRONT HEAD SCALE: 1 1/2' = F-0' PER STRUCTURE CONTINUOUS CAULK NOTE: GRIND SMOOTH ALL WELDS VVIVVI`G I G COLUMN AND CONNECTION, REFER TO STRUCTURAL 1/6' HAT CHANNEL AT 24' OC A" GnlaJI VI IU W1"IG I�G Vl.i6.�UI�N EXISTING CMU WHERE OCCURS SCALE: 1 1/2' = 1'-0' REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING IKSTRUCTURAL MECHANICAL ®PLUMBING ❑ELECTRICAL ®ENERGY ®ACCESSIBILITY [-]FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. BY: �)Jk -� _7Z' DATE: 09/06/22 WEST COAST CODE CONSULTANTS, INC. Donahou Design Group 8383 158th AVE NE SUITE 250 REDMOND, WA 98052 425.285.9992 ddgarchitects.com REGISTERED 40. MNAHOU OMMINGTON N z W lY W 4 z z O z O fQ N 1Y1 } LIJ U W o IL O LIJ W Q N N N N N N N Y a a C) w z � U o Q (L z U z U @ m O Q m L O N O d RESUBMITTED 8/23/2022 \ CITY OF FEDERAL �} COMMUNITY DEVELOI QJ 22-101385 W J 0 Q 2 W/ 0. Q LU LU w p o U) U) Q z:w Q IL v N � LL M J LUQ�w W o 0 U) w z Z LL W O c) 7> 0 O< CU DRAWING CONTENTS: DETAILS DRAWING NO.: A-504 M F R aoc 1=1wIICl I1=>1 3/4" PLYWOOD, TYP, 2X BEVELED SHIM PRE -FINISHED METAL COPING PRE -FINISHED METAL COPING C SLOPE 1/4'/ FT tt 1'-5 1/2" 6" SMOOTH STUCCO �" 3" CONT, ROOF VENT W/ MESH SCREEN SEALANT 4 BACKER ROD GASKETED FASTENER 24' O.C. CONTINUOUS SINGLE PLY ROOFING UNDER COPING 1/2" DENS - DECK BD. 6' METAL STUDS AT 16' MIN O.C. PRE -FINISHED 3/4" PLYWOOD, PRE -FINISHED METAL COPING TYP, METAL C COPING 2X BEVELED SHIM SLOPE I/4"/ FT. c!� I F GASKETED FASTENER 24' O.C. SMOOTH CONTINUOUS STUCCO SINGLE PLY CONT. ROOF ROOFING UNDER VENT W/ MESH COPING SCREEN 1/2' DENS - DECK BD. SEALANT 4 BACKER ROD lil� 12' METAL STUDS AT 16' MIN O.G. SIM. WRB WRB COPING r �N COPING COPING SCALE: 1' = F-0' SCALE: 1' = I'-0' LAP SINGLE PLY MEMBRANE OVER TOP OF PARAPET CONTINUOUS CLIP EACH SIDE w/ GASKETED FASTENERS a 24" O.C. PRE -FINISHED METAL COPING COPING STUCCO FINISH SCALE: 3' = 1'-0' SCALE: I' = 1'-0' An /-/'1T.It IAII I/�I IC, LAC n11 �1 SUf;;FJ=ACE MOUNTED RECxLET SCALE: 3' = 1'-0' 2X BEVELED SHIM PRE -FINISHED METAL PRE -FINISHED 3/4" PLYWOOD, C COPING METAL COPING TYP. Al SLOPE 1/4"/ FT, ------------- I'-51/2" 6" `t c� -I F GASKETED FASTENER 24' O.C. CONTINUOUS SINGLE PLY SMOOTH ROOFING UNDER STUCCO COPING CONT. ROOF 1/2" DENS - VENT W/ MESH SCREEN DECK BD. li SEALANT 4 BACKER ROD 6" METAL STUDS STUCCO AT Iro" MIN O.C. WRB 3/4" EXT GRADE PLYWOOD SHEATHING �� COPING SCALE: 1' = 1'-0' NEW SURFACE APPLIED ;n REGELt ll 1.NEW CONTINUOUS O R 1 SINGLE PLY ��I O I 0 I 0 0 ----_-- 0 0 0 0 0 0 COPING SCALE: 1' = 1'-0' COPING NEW STUCCO FINISH SCALE: 1' = 1'-0' PAINT EXISITNG CONCRETE CAP AND BRICK PER FINISH SCHEDULE REMOVE 4 REINSTALL PORTIONS OF EXISTING COPING AS REQUIRED TO ACCOMMODATE NEW STUCCO CLADDING PAINT EXISITNG CONCRETE CAP PER FINISH SCHEDULE NEW STUCCO FINISH OVER EXISTING CMU WALL. REFER TO WALL TYPE 'L' FOR INFORMATION PRE -FINISHED METAL COPING ALUM. BREAKSHAPE CONT. ROOF VENT W/ MESH SCREEN SEALANT 4 BACKER ROD STUCCO WRB 3/4' EXT GRADE PLYWOOD SHEATHING COPING 2X BEVELED SHIM PRE -FINISHED 3/4" PLYWOOD, METAL TYP. C COPING SLOPE 1/4'/ FT. I Qi II 1/2" 1'-0' SCALE: 1' = 1'-0' oo>- tlwnCl ICP'� GASKETED FASTENER �24' O.C. CONTINUOUS SINGLE PLY ROOFING UNDER COPING 1/2' DENS - DECK BD. 12' METAL STUDS AT 16' MIN O.C. PRE -FINISHED METAL COPING - R1 CONTINUOUS SINGLE PLY ROOFING UNDER COPING WOOD FRAMING COPING SCALE: 1' = 1'-0' 0 tt GASKETED FASTENER 24' O.C. F WELD TPO 0 MEMBRANE TO GALVANIZED FLASHING CONTINUOUS 20GA GALVANIZED METAL FLASHING CONTINUOUS EXTERIOR BEVELED 2X PRESSURE TREATED THIN BRICK VENEER WOOD 10' METAL STUDS AT lro" MIN O.C. CLIPS 6 16' O.C. J NEWTECHWOOD T4G SIDING W 1/2" DRIP AWOS CLIPS AT 16' MAX O.C. SELF -ADHERING FLASHING TAPE 6" METAL STUDS AT 16" MIN O.G. 20GA GALVANIZED — — — — — — — METAL COUNTER EXIST'G CMU FLASHING OR SURFACE MOUNTED 2" RIGID INSUL. REGLET PER DETAIL (R-10 MIN) 9/A-505 R-13 BATT INSULATION SINGLE PLY TPO MEMBRANE UP TO VAPOR BARRIER TOP OF CMU 3-5/6" METAL STUD, SEE STRUCTURAL 5/0' TYP 'X' GWB 2 MIN. W./ LEVEL 4 FINISH INTERIOR TPO MEl` 5RANE PARAPET TRANSITION r,,�NEWTEC-HWOOC)/TNIN 5RICK TRANSITION SCALE: 3' = 1'-0'�`� SCALE: 3/4' = 1'-0' REVIEWED FOR CODE -RAMI 1 A \l- ®BUILDING lV wVG�STRUCTURAL ®MECHANICAL ®PLUMBING ❑ELECTRICAL ®ENERGY ®ACCESSIBILITY [-]FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,, OR LOCAL REGULATIONS. BY. l /a- -�--G��' DATE: 09/06/22 WEST COAST CODE CONSULTANTS, INC. Donahou Design Group 8383 158th AVE NE SUITE 250 REDMOND, WA 98052 425.285.9992 ddgarchitects.com N z w F 0 w It d z z O z o fQ N -n CD } LU F- u % w cn o Lu O Lu Ld Q N 0 N N N N clq Y a a u w z � 0 o Q (L z 0] U N Ib w m Ld o Q w � m I o o N 0� o U om 0�� RESUBMITTED 8/23/2022 \ CITY OF FEDERAL OMMUNITY DEVELO] QJ 22-101385 w 0 O � mow/ L.L Q ww�� W Q p W <Q U. v N 2 � M J w Q�w W o p U) w z Z LL W O c) 7> o O< CU DRAWING CONTENTS: DETAILS DRAWING NO.: A-505 [1669] 65 3/4' [574] 22 1 /2" [713] 28" [2278] 89 3/4" DINING/WORK SURFACE 29" (MIN 28" / MAX 34" PER ANSI Al 17. 1-09 SECTION 902) [834] [739] 32 3/4" 29„ [463] 18 1 /4- 276 N 00 N3 O = FOREWARD APPROACH PER ANSI Al 17. 1-09 SECTION 305 [1060] 0 42' STEELHEA OPTIONAL UMBRELLA HOLE JUI\I /1L.L IVIVUIV I TABS WITH 07/ 16" HOLES FOR ANCHORING. HARDWARE NOT INCLUDED. IN XTEIR10FR XTRUDED /E RT I CAL BACK SUPPORT lEMBER XTRUDED ::ORNER CAP 40RIZONTAL EXTURDED SAP BELOW INSULATED GLASS UNIT OR OPAQUE PANEL (IGU SHOWN) CUTAIN WALL CORNER MULLION J SCALE: 3' = 1'-0' CURTAIN WALL JAMB EXTRUSION SHIM SELF ADHERING FLASHING TAPE INSULATING GLASS UNIT OR INSULATED OPAQUE PANEL (IGU SHOWN) TRIM COVER SEALANT AND CLOSED CELL BACKER ROD, LOCATE INBOARD OF TRIM COVER WEATHER RESISTANT BARRIER OVER EXTERIOR GRADE SHEATHING NEWTECHWOOD CLADD ING CURTAIN WALL J/AM5 G NEWTECHWOOD SCALE: 3' = 1'-0' TRIM COVEF PRESSURE I WEEP HOLE: PRESSURE I COVER TO, GLAZING PC DRAINAGE THERMAL IS CURTAIN WALL HORIZONTAL MULLION SCALE: 3' = I'-0' INSULATED GLASS UNIT (IGU) SETTING BLOCKS - DO NOT BLOCK WEEPS IN PRESSURE BAR TRIM COVER ---, SLOPED CONTINUOUS METAL SILL PAN w/ END DAMS. APPLY SEALANT TO ALL CONTACT AREAS OL 15'-0" B.O. CURTAIN WALL SILL SEALANT 4 CLOSED CELL BACKER ROD w/ WEEP HOLES TO ALLOW FOR PAN FLASHING DRAINAGE. SET INBOARD OF TRIM COVER 5/S' EXTERIOR SHEATHING ALUMINUM BREAK METAL w/ BLACK ANODIZED FINISH 10"XIS GA METAL STUD CURB WITH STUDS a 16" O.C. SELF ADHERED FLASHING TAPE FASTENERS w/ NEOPRENE WASHERS a 1(0" O.C. 18GA GALVANIZED METAL FLASHING q BEVELED BLOCKING 4 ,/S" 11 11 HORIZONTAL METAL CANOPY w/ GUTTER METAL SOFFIT ALUMINUM BREAK METAL W/ DRIP. BLACK ANODIZED oL 12'-0' FINISH _ T.O. STOREFRONT CONTINUOUS BLACK ANODIZED CLIP BACKER ROD 4 SEALANT EACH SIDE BLACK ANODIZED ALUMINUM STOREFRONT SETTING BLOCK - DO NOT BLOCK WEEPS IN PRESSURE BAR DO NOT WEEP WATER ONTO HEAD OF LOWER INSULATING GLASS UNIT INTERMEDIATE HORIZONTAL EXTRUSION GLAZING GASKETS INSULATING GLASS UNIT zi a 11' a a a a Q Q Q a a a� I URTAIN WALL SILL XTRUSION I a iONTINUOUS UTYL SEAL rEAM ISTING aNCRETE a I ELF -ADHERED LASHING TAPE Q �iHIMS AS REQUIRED III ONTINUOUS BEAD F SEALANT a ONTINUOUS WEATHE ESISTANT BARRIER a I EFER TO TRUCTURAL a DRAWINGS FOR NEW �TEEL TYPES, SIZES ND CONNECTIONS I a a I a a a I a I G a a a a a a I a 1 a a a a a In d I a a a I° a i 1W� \ I 6" METAL STUDS a 1(0" O.C. I ol 11" ALIGN F.O SHEATHING WITH F.O. STOREFRONT REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING ®STRUCTURAL ®MECHANICAL ®PLUMBING ❑ELECTRICAL ®ENERGY ®ACCESSIBILITY ❑FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, ST�ATE,, OR LOCAL REGULATIONS. BY: R4 -GF' DATE:09/06/22 WEST COAST CODE CONSULTANTS, INC. Donahou Design Group 8383 158th AVE NE SUITE 250 REDMOND, WA 98052 425.285.9992 ddgarchitects.com 602 REGISTERED 40 MNAHOU OFIA MI, 'TON N z w O w d z z O z O fQ N al } La U % w o L O LU Ld Q N 0 N N CCNI N N N Y a a C) W z � 0 o Q IL z U z C4 @ m O Q y m � ' O O N RESUBMITTED 8/23/2022 \ CITY OF FEDERAL OMMUNITY DEVELOI QJ 22-101385 LU 0 J 0 Q 2 LIJ LU LU w Q p 0 U) Q = W I-- Q LL v N L3:LL M J w Q � � LUW o 0 C) z w z Z L.L LU O O 0 73 O< CU DRAWING CONTENTS: A DETAILS DRAWING NO.: A-506 0 3 � ACCESS I BLE DINING CABLE /WORK SURFACE CURTA IN WALL SILL ON METAL STUD CURB SCALE: 3' = I'-0' CRITERIA General Structural Notes THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS QUALITY ASSURANCE CONCRETE 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2018 EDITION). 2. DESIGN LOADING CRITERIA: OFFICES FLOOR LIVE LOAD . . . . . . . . . . . . . . . . . . . . . . . . 50 PSF FLOOR LIVE LOAD (CORRIDORS ABOVE FIRST FLOOR) . . . . . . . . . 80 PSF FLOOR LIVE LOAD (LOBBIES AND FIRST -FLOOR CORRIDORS) . . . . . . 100 PSF FLOOR CONCENTRATED LOAD . . . . . . . . . . . . . . . . . . . 2000 LBS RETAIL FLOOR LIVE LOAD (STORES - RETAIL FIRST FLOOR) . . . . . . . . . 100 PSF FLOOR CONCENTRATED LOAD (STORES) . . . . . . . . . . . . . . . 1000 LBS ROOF ROOF LIVE LOAD . . . . . . . . . . . . . . . . . . . . . . . . . 25 PSF MISCELLANEOUS LOADS PARTITION LOADING . . . . . . . . . 15 PSF MECHANICAL UNITS . . . . . . . . . . WEIGHTS FURNISHED BY MANUFACTURER DEFLECTION CRITERIA LIVE LOAD DEFLECTION . . . . . . . . . . . . . . . . . . . . . L/360 TOTAL LOAD DEFLECTION . . . . . . . . . . . . . . . . . . . . . L/240 ENVIRONMENTAL LOADS RAIN . . . . . . 1.5 IN/HR SNOW . . . . . . Ce=1. 0, Is=1. 0, Ct=1. 1, Cs=1.0, Pg=25 PSF, Pf=20 PSF WIND . . . . . . . GCpi=0.18, 98 MPH, RISK CATEGORY II, EXPOSURE "B" EARTHQUAKE . ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE SITE CLASS=D, Ss=132, Sds=100, S1=45, SD1=56, SDC D (DEFAULT), Ie=1.0, SEE PLANS FOR ADDITIONAL LOADING CRITERIA 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS. ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE SPECIFICATION, THESE GENERAL NOTES AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR'S RISK. 4. PRIMARY STRUCTURAL ELEMENTS NOT DIMENSIONED ON THE STRUCTURAL PLANS AND DETAILS SHALL BE LOCATED BY THE ARCHITECTURAL PLANS AND DETAILS. VERTICAL DIMENSION CONTROL IS DEFINED BY THE ARCHITECTURAL WALL SECTIONS, BUILDING SECTION, AND PLANS. DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH ARCHITECTURAL AND STRUCTURAL DRAWINGS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 6. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. CONFORM TO ASCE 37-14 "DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION". 7. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. ALL TYPICAL NOTES AND DETAILS SHOWN ON DRAWINGS SHALL APPLY, UNLESS NOTED OTHERWISE. TYPICAL DETAILS MAY NOT NECESSARILY BE INDICATED ON THE PLANS BUT SHALL STILL APPLY AS SHOWN OR DESCRIBED IN THE DETAILS. WHERE TYPICAL DETAILS ARE NOTED ON THE PLANS, THE SPECIFIED TYPICAL DETAIL SHALL BE USED. WHERE NO TYPICAL DETAIL IS NOTED, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CHOOSE THE APPROPRIATE TYPICAL DETAIL FROM THOSE PROVIDED OR REQUEST ADDITIONAL INFORMATION. THE CONTRACTOR SHALL SUBMIT ALL PROPOSED ALTERNATE TYPICAL DETAILS TO THOSE PROVIDED WITH RELATED CALCULATIONS TO THE ENGINEER FOR APPROVAL PRIOR TO SHOP DRAWING PRODUCTION AND FIELD USE. 9. SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. METAL DECKING LIGHT GAUGE STRUCTURAL FRAMING REINFORCING STEEL (FOR BOTH CONCRETE AND MASONRY CONSTRUCTION) STRUCTURAL STEEL APPROVED SETS OF ALL SHOP DRAWINGS SHALL ALSO BE SUBMITTED TO THE BUILDING DEPARTMENT. 10. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD, THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. CONTRACTOR SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE MEANS, METHODS, TECHNIQUES, SEQUENCES AND OPERATIONS OF CONSTRUCTION, AND ALL SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO. SUBMITTALS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY; REPRODUCIBLE WILL BE MARKED AND RETURNED WITHIN TWO WEEKS OF RECEIPT WITH A NOTATION INDICATING THAT THE SUBMITTAL HAS BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE SUBMITTED ITEMS SHALL NOT BE INSTALLED UNTIL THEY HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, BY INDICATING WHICH MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. 11. SHOP DRAWINGS OF DESIGN BUILD COMPONENTS INCLUDING CANOPIES, BALCONIES, COLD FORM STEEL FRAMING, TEMPORARY SHORING, CURTAIN WALL SYSTEMS, SKYLIGHT FRAMES, PREFABRICATED STAIR SYSTEMS, EXTERIOR CLADDING, AND PRE-ENGINEERED SYSTEMS SHALL BE STAMPED AND SIGNED BY A STRUCTURAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. SHOP DRAWINGS SHALL BE APPROVED BY THE COMPONENT DESIGNER PRIOR TO REVIEW OF THE ARCHITECT OR ENGINEER OF RECORD FOR GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE AND ALL NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUT ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. SHOP DRAWINGS SHALL INDICATE MAGNITUDE AND DIRECTION OF ALL LOADS IMPOSED ON BASIC STRUCTURE. DESIGN CALCULATIONS SHALL BE SUBMITTED WITH THE SHOP DRAWINGS. 12. DEFERRED SUBMITTALS: SHOP DRAWINGS AND CALCULATIONS OF DEFERRED SUBMITTAL COMPONENTS SHALL BE STAMPED AND SIGNED BY A STRUCTURAL ENGINEER LICENSED IN THE STATE OF WASHINGTON AND SHALL BE APPROVED BY THE COMPONENT DESIGNER PRIOR TO REVIEW BY THE ARCHITECT OR ENGINEER OF RECORD FOR GENERAL CONFORMANCE. ALL NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUT ON THE ARCHITECTURAL OR STRUCTURAL DRAWINGS SHALL BE INCLUDED. SHOP DRAWINGS SHALL INCLUDE THE MAGNITUDE AND DIRECTION OF ALL LOADS IMPOSED ON THE BASIC STRUCTURE. DESIGN CALCULATIONS SHALL ACCOMPANY ALL DEFERRED SUBMITTALS. THE ARCHITECT OR CONTRACTOR SHALL FORWARD DEFERRED SUBMITTALS TO THE BUILDING OFFICIAL WHERE REQUIRED. I]�y�.�.��1LY11.1�1��:1�:i111�1]11[e�Kll�llll►1�11i�y�llil:1[►y�:i1111�1��y;1:1��11[11�1117� DESIGN -BUILD ELEMENTS 13. SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND SECTIONS 110 AND 1705 OF THE INTERNATIONAL BUILDING CODE BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT, AND RETAINED BY THE BUILDING OWNER. THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING DEPARTMENT SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION AND TEST RESULTS. SPECIAL INSPECTION OF THE FOLLOWING TYPES OF CONSTRUCTION IS REQUIRED UNLESS NOTED OTHERWISE. STRUCTURAL STEEL FABRICATION AND ERECTION PER AISC 360 CONCRETE CONSTRUCTION PER TABLE 1705.3 MASONRY CONSTRUCTION PER AS 402-16 TABLE 3. 1-3.3 SOIL CONDITIONS, FILL PLACEMENT, AND DENSITY PER TABLE 1705.6 EXPANSION BOLTS AND THREADED EXPANSION INSERTS PER MANUFACTURER EPDXY GROUTED INSTALLATIONS PER MANUFACTURER PERIODIC INSPECTION: INSPECTION SHALL BE PERFORMED AT INTERVALS NECESSARY TO CONFIRM THAT WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE WITH REQUIREMENTS. CONTINUOUS INSPECTION: INSPECTOR SHALL BE ONSITE AND OBSERVE THE WORK REQUIRING INSPECTION AT ALL TIMES THAT WORK IS PERFORMED. 14. UNLESS OTHERWISE NOTED, THE FOLLOWING ELEMENTS COMPRISE THE SEISMIC -FORCE -RESISTING SYSTEM AND ARE SUBJECT TO SPECIAL INSPECTION FOR SEISMIC RESISTANCE IN ACCORDANCE WITH SECTION 1705.12 OF THE INTERNATIONAL BUILDING CODE. A. COLD FORMED STEEL FRAMING REQUIRES PERIODIC INSPECTION OF WELDING, SCREW ATTACHMENT, BOLTING, ANCHORING AND OTHER FASTENING OF COMPONENTS WITHIN THE SEISMIC FORCE RESISTING SYSTEM INCLUDING SHEAR WALLS, DIAPHRAGMS, BRACES AND HOLDOWNS. 15. STRUCTURAL OBSERVATION SHALL BE PERFORMED IN ACCORDANCE WITH SECTIONS 1704.6 OF THE INTERNATIONAL BUILDING CODE FOR THE FOLLOWING BUILDING ELEMENTS: LIGHT FRAMED SHEAR WALLS STRUCTURAL STEEL CONSTRUCTION THE CONTRACTOR SHALL PROVIDE THE ENGINEER OF RECORD ADEQUATE NOTICE TO SCHEDULE APPROPRIATE SITE VISITS FOR STRUCTURAL OBSERVATION. STRUCTURAL OBSERVATION MEANS THE VISUAL OBSERVATION OF THE STRUCTURAL SYSTEM, FOR GENERAL CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS, AT SIGNIFICANT CONSTRUCTION STAGES AND AT COMPLETION OF THE STRUCTURAL SYSTEM. STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED BY SECTION 110, 1705, OR OTHER SECTIONS OF THE INTERNATIONAL BUILDING CODE. THE OWNER SHALL EMPLOY THE ENGINEER OR ARCHITECT RESPONSIBLE FOR THE STRUCTURAL DESIGN, TO PERFORM STRUCTURAL OBSERVATION. OBSERVED DEFICIENCIES SHALL BE REPORTED IN WRITING TO THE OWNER'S REPRESENTATIVE, SPECIAL INSPECTOR, CONTRACTOR, AND THE BUILDING OFFICIAL. THE STRUCTURAL OBSERVER SHALL SUBMIT TO THE BUILDING OFFICIAL A WRITTEN STATEMENT THAT THE SITE VISITS HAVE BEEN MADE AND IDENTIFYING ANY REPORTED DEFICIENCIES WHICH, TO THE BEST OF THE STRUCTURAL OBSERVER'S KNOWLEDGE, HAVE NOT BEEN RESOLVED. GEOTECHNICAL 1. FOUNDATION NOTES: SUBGRADE PREPARATION INCLUDING DRAINAGE, EXCAVATION, COMPACTION, AND FILLING REQUIREMENTS, SHALL CONFORM STRICTLY WITH RECOMMENDATIONS GIVEN IN THE SOILS REPORT OR AS DIRECTED BY THE SOILS ENGINEER. FOOTINGS SHALL BEAR ON SOLID UNDISTURBED EARTH OR COMPACTED STRUCTURAL FILL AT LEAST 18" BELOW LOWEST ADJACENT FINISHED GRADE. FOOTING DEPTHS/ELEVATIONS SHOWN ON PLANS (OR IN DETAILS) ARE MINIMUM AND FOR GUIDANCE ONLY; THE ACTUAL ELEVATIONS OF FOOTINGS MUST BE ESTABLISHED BY THE CONTRACTOR IN THE FIELD WORKING WITH THE TESTING LAB AND SOILS ENGINEER. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE AS NOTED IN THE SOILS REPORT. 1 ALLOWABLE SOIL PRESSURE . . . . . . . . . . . . . . . . . . . . . . 1500 PSF LATERAL EARTH PRESSURE (RESTRAINED/UNRESTRAINED). . . . . . . 55 PC ALLOWABLE PASSIVE EARTH PRESSURE (FS OF 1.5 INCLUDED). . . . . . . 300 PCF COEFFICIENT OF FRICTION (FS OF 1.5 INCLUDED) . . . . . . . . . . . . . . 0.3 RENOVATION 2. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF. 3. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER IF EXISTING CONDITIONS DETERMINED DURING WORK VARY FROM THE EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS. 4. EXISTING REINFORCING SHALL BE SAVED WHERE AND AS NOTED ON THE PLANS. SAW CUTTING, IF AND WHERE USED, SHALL NOT CUT EXISTING REINFORCING THAT IS TO BE SAVED. A. ALL NEW OPENINGS THROUGH EXISTING WALLS, SLABS AND BEAMS SHALL BE ACCOMPLISHED BY SAW CUTTING WHEREVER POSSIBLE. CORNERS SHALL NOT BE OVERCUT. B. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LOCATION OF MEMBERS PRIOR TO CUTTING ANY OPENINGS. C. SMALL ROUND OPENINGS SHALL BE ACCOMPLISHED BY CORE DRILLING. D. WHERE NEW REINFORCING TERMINATES AT EXISTING CONCRETE, DRILL AND EPDXY DOWELS MATCHING THE NEW REINFORCING INTO THE EXISTING CONCRETE WITH 6" EMBED, UNLESS OTHERWISE NOTED ON PLANS. 5. CONTRACTOR SHALL CHECK FOR DRY ROT AT ALL AREAS OF NEW WORK. ALL ROT SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY THE STRUCTURAL ENGINEER OR ARCHITECT. 6. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH ACI 301. STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL BE AS FOLLOWS: MEMBER TYPE/CONSTRUCTION STRENGTH TEST MAX MAX AIR F' C AGE AGG W/C CONT. -PSI- -DAYS- -INCH- RATIO SLABS ON GRADE 3000 28 1 .45 5 FOOTINGS 4000 28 1 .50 -- STEM WALLS 4000 28 1 .50 -- COLUMNS AND SHEAR WALLS 5000 28 3/4 .50 ALL STRUCTURAL CONCRETE, UNO 3000 28 1 .50 -- MIX DESIGN NOTES: A. MAXIMUM SHRINKAGE IN ALL 5000 PSI MIXES SHALL BE LIMITED TO .04 PERCENT IN 28 DAYS AS TESTED IN ACCORDANCE WITH ASTM C157 MODIFIED STANDARD TEST METHOD FOR LENGTH CHANGE OF CEMENT MORTAR AND CONCRETE. B. W/C RATIO: WATER-CEMENTITIOUS MATERIAL RATIOS SHALL BE BASED ON THE TOTAL WEIGHT OF CEMENTITIOUS MATERIALS. RATIOS NOT NOTED IN TABLE ABOVE ARE CONTROLLED BY STRENGTH REQUIREMENTS. C. CEMENTITIOUS CONTENT: THE USE OF FLY ASH, OTHER POZZOLANS, SILICA FUME, OR SLAG SHALL CONFORM TO ACI 301 SEC 4. 2. 2. 8. B. FOR CONCRETE USED IN ELEVATED FLOORS, PORTLAND CEMENT CONTENT SHALL CONFORM TO ACI 301 SEC 4.2.2.1. ACCEPTANCE OF LOWER CEMENT CONTENT IS CONTINGENT ON PROVIDING SUPPORTING DATA TO THE ENGINEER FOR REVIEW AND ACCEPTANCE. D. AIR CONTENT SHALL CONFORM TO ACI 301 SEC 4. 2. 2. 4. HORIZONTAL EXTERIOR SURFACES IN CONTACT WITH THE SOIL REQUIRE ENTRAINED AIR. USE "MODERATE EXPOSURE". VERTICAL EXTERIOR SURFACES REQUIRE "MODERATE EXPOSURE". TOLERANCE IS +/- 1.5 PERCENT. AIR CONTENT SHALL BE MEASURED AT POINT OF PLACEMENT. E. SLUMP SHALL CONFORM TO ACI 301 SEC 4.2.2.2. SLUMP SHALL BE DETERMINED AT THE POINT OF PLACEMENT. F. CHLORIDE CONTENT SHALL CONFORM TO ACI 301 SEC 4. 2. 2. 6 AND TABLE 4. 2. 2. 6 FOR "OTHER REINFORCED CONCRETE CONSTRUCTION". 7. A CONCRETE PERFORMANCE M I X SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH ACI 318-14, SECTIONS 26. 4. 3 AND 26. 4. 4. THE USE OF A PERFORMANCE MIX REQUIRES BATCH PLANT INSPECTION, THE COST OF WHICH SHALL BE PAID BY THE GENERAL CONTRACTOR. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE. 8. ALL CONCRETE WITH SURFACES EXPOSED TO WEATHER OR STANDING WATER SHALL BE AIR -ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO ASTM C260, C494, AND C618. TOTAL AIR CONTENT FOR FROST -RESISTANT CONCRETE SHALL BE IN ACCORDANCE WITH ACI 318-14, TABLE 19.3.2.1 MODERATE EXPOSURE, F1. 9. CONCRETE MAY BE PLACED BY THE "SHOTCRETE" METHOD, PROVIDED THE APPROVALS, TESTS, AND INSPECTIONS REQUIRED BY THE BUILDING DEPARTMENT ARE OBTAINED. SHOTCRETE MATERIALS, EQUIPMENT, PROCEDURES, PROPORTIONS, BATCHING, MIXING AND PLACEMENT SHALL BE IN ACCORDANCE WITH ACI 506R-16, ACI 506.2-13(18) AND INTERNATIONAL BUILDING CODE SECTION 1908. THE "SHOTCRETE" METHOD SHALL NOT BE USED WITHOUT MAKING SPECIAL ARRANGEMENTS THROUGH OWNER AND ENGINEER UNLESS STRUCTURAL DRAWINGS ARE SPECIFICALLY DETAILED TO ACCOMMODATE SHOTCRETING. 10. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60, FY = 60,000 PSI. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. SPIRAL REINFORCEMENT SHALL BE DEFORMED WIRE CONFORMING TO ASTM A615, GRADE 60, FY = 60, 000 PSI. 11. DETAILING OF REINFORCING STEEL (INCLUDING HOOKS AND BENDS) SHALL BE IN ACCORDANCE WITH ACI 315R-18 AND 318-14. LAP ALL REINFORCEMENTS IN ACCORDANCE WITH "THE REINFORCING SPLICE AND DEVELOPMENT LENGTH SCHEDULE." PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. 12. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3„ FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#6 BARS OR LARGER) . . . . 2" FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#5 BARS OR SMALLER). 1-1/2" COLUMN TIES OR SPIRALS AND BEAM STIRRUPS . . . . 1-1/2" SLABS AND WALLS (INT. FACE). . . GREATER OF BAR DIAMETER PLUS 1/8" OR 3/4" 13. CONCRETE WALL REINFORCING --PROVIDE THE FOLLOWING UNLESS DETAILED OTHERWISE: 6" WALLS #4 @ 16 HORIZ. #4 @ 18 VERTICAL 1 CURTAIN 8" WALLS #4 @ 12 HORIZ. #4 @ 18 VERTICAL 1 CURTAIN 10" WALLS #4 @ 18 HORIZ. #4 @ 18 VERTICAL 2 CURTAINS 12" WALLS #4 @ 16 HORIZ. #4 @ 18 VERTICAL 2 CURTAINS 14. CAST -IN -PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES, BOTH CAST -IN -PLACE AND PRECAST. 15. NON -SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3000 PSI MINIMUM). ANCHORAGE 16. EXPANSION BOLTS INTO CONCRETE SHALL BE "STRONG -BOLT 2" WEDGE ANCHORS AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY AND INSTALLED IN STRICT CONFORMANCE TO ICC-ES REPORT NUMBER ESR-3037, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. BOLTS INTO CONCRETE MASONRY OR BRICK MASONRY UNITS SHALL BE INTO FULLY GROUTED CELLS. PERIODIC SPECIAL INSPECTION IS REQUIRED TO VERIFY ANCHOR TYPE, ANCHOR DIMENSIONS, ANCHOR LOCATION, TIGHTENING TORQUE, HOLE DIMENSIONS, ANCHOR EMBEDMENT, AND ADHERENCE TO THE INSTALLATION INSTRUCTIONS. 17. EXPANSION BOLTS INTO CONCRETE MASONRY UNITS SHALL BE "WEDGE -ALL" ANCHORS AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY AND INSTALLED IN STRICT CONFORMANCE TO ICC-ES REPORT NUMBER ESR-1396, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. BOLTS INTO CONCRETE MASONRY OR BRICK MASONRY UNITS SHALL BE INTO FULLY GROUTED CELLS. PERIODIC SPECIAL INSPECTION IS REQUIRED TO VERIFY ANCHOR TYPE, ANCHOR DIMENSIONS, ANCHOR LOCATION, TIGHTENING TORQUE, HOLE DIMENSIONS, ANCHOR EMBEDMENT, AND ADHERENCE TO THE INSTALLATION INSTRUCTIONS. 18. EPDXY -GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) SPECIFIED ON THE DRAWINGS SHALL BE INSTALLED USING "SET-XP" HIGH STRENGTH EPDXY AS MANUFACTURED BY THE SIMPSON STRONG, TIE COMPANY. INSTALL IN STRICT ACCORDANCE WITH ICC-ES REPORT NO. ESR-2508. MINIMUM BASE MATERIAL TEMPERATURE IS 50 DEGREES, F. RODS SHALL BE ASTM A-36 UNLESS OTHERWISE NOTED. PERIODIC SPECIAL INSPECTION OF INSTALLATION IS REQUIRED TO VERIFY ANCHOR OR EMBEDDED BAR TYPE AND DIMENSIONS, LOCATION, ADHESIVE IDENTIFICATION AND EXPIRATION, HOLE DIMENSIONS, HOLE CLEANING PROCEDURE, ANCHOR EMBEDMENT, AND ADHERENCE TO THE INSTALLATION INSTRUCTIONS. CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR HORIZONTAL AND OVERHEAD INSTALLATIONS. 19. EPDXY -GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) SPECIFIED ON THE DRAWINGS SHALL BE INSTALLED USING "AT-XP" AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY. INSTALL IN STRICT ACCORDANCE WITH IAMPO REPORT NO. ER-0281. MINIMUM BASE MATERIAL TEMPERATURE IS 14 DEGREES, F. RODS SHALL BE ASTM A-36 UNLESS OTHERWISE NOTED. PERIODIC SPECIAL INSPECTION OF INSTALLATION IS REQUIRED TO VERIFY ANCHOR OR EMBEDDED BAR TYPE AND DIMENSIONS, LOCATION, ADHESIVE IDENTIFICATION AND EXPIRATION, HOLE DIMENSIONS, HOLE CLEANING PROCEDURE, ANCHOR EMBEDMENT, AND ADHERENCE TO THE INSTALLATION INSTRUCTIONS. CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR HORIZONTAL AND OVERHEAD INSTALLATIONS. 20. CONCRETE SCREW ANCHORS INTO CONCRETE AND CONCRETE MASONRY UNITS SHALL BE "TITEN HD" HEAVY DUTY SCREW ANCHOR AS MANUFACTURED BY THE SIMPSON STRONG -TIE COMPANY, INSTALLED IN STRICT ACCORDANCE WITH ICC-ES REPORT NO. ESR-2713 (CONCRETE), NO. ESR-1056 (CMU), INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. SCREW ANCHORS INTO CONCRETE MASONRY UNITS SHALL BE INTO FULLY GROUTED CELLS. SPECIAL INSPECTION IS REQUIRED. 21. DRIVE PINS AND OTHER POWDER -ACTUATED FASTENERS SHALL BE LOW VELOCITY TYPE (SERIES X-U, 0.157" DIAMETER (STEEL), UNLESS OTHERWISE NOTED) AS MANUFACTURED BY THE HILTI CORP. OR AN APPROVED EQUIVALENT IN STRENGTH AND EMBEDMENT. INSTALL IN STRICT ACCORDANCE WITH ICC-ES REPORT NO. ESR-2269. MINIMUM EMBEDMENT IN CONCRETE SHALL BE 1" UNLESS OTHERWISE NOTED. MAINTAIN AT LEAST 3" TO NEAREST CONCRETE EDGE. 22. EPDXY RENOVATION ANCHORS TO HOLLOW OR GROUTED CMU, AND HOLLOW BRICK MASONRY WALLS SPECIFIED ON THE DRAWINGS SHALL BE INSTALLED USING "HIT-HY270" AS MANUFACTURED BY THE HILTI CORP. SCREEN TUBE IS REQUIRED IN UNGROUTED CMU AND HOLLOW BRICK. INSTALL IN STRICT ACCORDANCE WITH ICC-ES REPORT NO. ESR-4143. MINIMUM BASE MATERIAL TEMPERATURE IS 23 DEGREES, F. HOLES IN UNGROUTED CMU AND HOLLOW BRICK SHALL BE DRILLED ONLY. ROTO-HAMMERS SHALL HAVE THE HAMMER OPTION TURNED OFF. SPECIAL INSPECTION OF INSTALLATION IS REQUIRED. RODS SHALL BE OF THREADED ASTM-A36 MATERIAL UNLESS OTHERWISE NOTED. MASONRY 23. CONCRETE MASONRY UNIT WALLS SHALL BE CONSTRUCTED OF GRADE N, MEDIUM WEIGHT UNITS, CONFORMING TO ASTM C90, LAID IN A RUNNING BOND. MORTAR SHALL BE TYPE "S" CONFORMING TO ASTM C270. GROUT SHALL CONFORM TO ASTM C476 AND ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF f' m, WITH A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI, AT 28 DAYS. DESIGN f' m = 2000 PSI. STRENGTH SHALL BE VERIFIED BY EITHER THE UNIT STRENGTH METHOD OR PRISM TESTING IN ACCORDANCE WITH AS 602-2016 SECTION 1.4. WHEN VERIFIED BY THE UNIT STRENGTH METHOD, MASONRY UNITS SHALL BE CHOSEN IN ACCORDANCE WITH TMS 602-2016, TABLE 2. UNLESS NOTED OTHERWISE, PROVIDE THE FOLLOWING REINFORCEMENT: 4" WALLS #4 @ 48" 0. C. VERT. 3/16 d i a. WIRE JOINT RE I NF AT 8" 0. C. HORIZ. 6" WALLS #4 @ 48" 0. C. VERT. ( 2) #4 @ 48" 0. C. HORIZ. 8" WALLS #5 @ 48" 0. C. VERT. ( 2) #4 @ 48" 0. C. HORIZ. 10" WALLS #5 @ 40" 0. C. VERT. ( 2) #5 @ 48" 0. C. HORIZ. 12" WALLS #5 @ 32" 0. C. VERT. (2) #5 @ 40" 0. C. HOR I Z. IN ADDITION, PROVIDE (1) #5 (#4 @ 6" AND 4" WALLS) VERT. AT EACH SIDE OF OPENINGS, AT WALL CORNERS AND INTERSECTIONS AND AT FREE ENDS OF WALLS AND (2) #4 (#4 @ 4" WALLS) HORIZ. AT ELEVATED FLOOR AND ROOF LEVELS, AT TOPS OF WALLS AND ABOVE AND BELOW ALL OPENINGS. ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAMS. EXTEND REINFORCEMENT AROUND OPENINGS 2'-0" BEYOND FACE OF OPENING. IF 2'-0" IS UNAVAILABLE EXTEND AS FAR AS POSSIBLE AND HOOK. PROVIDE CORNER BARS TO LAP HORIZONTAL REINFORCING AT CORNERS AND INTERSECTIONS. LAP ALL REINFORCING STEEL 48 BAR DIAMETERS OR 24" MINIMUM. FILL ALL CELLS CONTAINING REINFORCEMENT OR EMBEDDED ITEMS AND ALL CELLS BELOW GRADE WITH GROUT. PROVIDE CLEANOUT HOLES AT BOTTOM OF ALL CELLS CONTAINING REINFORCEMENT FOR ALL GROUT POURS OVER 5 FEET IN HEIGHT. UNITS MAY BE LAID TO THE FULL HEIGHT OF THE GROUT POUR AND GROUT SHALL BE PLACED IN A CONTINUOUS POUR IN GROUT LIFTS NOT EXCEEDING 5 FEET. ALL PREPARATION AND PLACING OF MASONRY SHALL CONFORM TO SECTION 2104 OF THE INTERNATIONAL BUILDING CODE AND AS 602-2016. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60, FY = 60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE GRADE 40, FY = 40,000 PSI. 24. MASONRY VENEER, 5" MAXIMUM THICKNESS, SHALL BE ANCHORED TO MASONRY BACKING WALLS PER SECTION 1405.6 OF THE INTERNATIONAL BUILDING CODE WITH 7/8" x 22 GAUGE CORRUGATED CORROSION RESISTANT SHEET METAL OR NO. 9 GAGE WIRE ANCHORS MINIMUM. ANCHOR TIES SHALL BE SPACED SO AS TO SUPPORT NOT MORE THAN TWO SQUARE FEET OF WALL AREA AND SHALL BE SPACED NOT MORE THAN 32" 0. C. HORIZONTALLY AND 25" 0. C. VERTICALLY. ATTACHMENTS SHALL BE WITH CORROSION RESISTANT FASTENERS AND CONNECT TO FRAMING MEMBERS OR CONCRETE OR MASONRY BACKING. TIES SHALL HAVE A LIP OR HOOK ON THE EXTENDED LEG THAT WILL ENGAGE OR ENCLOSE A NO. 9 GAGE REINFORCEMENT WIRE. JOINT REINFORCEMENT SHALL BE CONTINUOUS WITH BUTT SPLICES BETWEEN TIES PERMITTED. 25. ADHERED MASONRY VENEER, 2-5/8" MAXIMUM THICKNESS, SHALL BE ADHERED TO BACKING WALLS PER SECTION 1405.10 OF THE INTERNATIONAL BUILDING CODE. ADHERED MASONRY SHALL BE ABLE TO DEVELOP SHEAR STRENGTH OF 50 PSI MINIMUM BETWEEN THE BACKING AND THE UNIT IN ACCORDANCE WITH ASTM C 482 OR SHALL BE ADHERED PER ARTICLE 3.3C OF TMS 602-2016. STEEL 26. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON: A. AISC 360-16 AND SECTION 2205.2 OF THE INTERNATIONAL BUILDING CODE. B. JUNE 15, 2016 AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES AMENDED AS FOLLOWS: AS NOTED IN THE CONTRACT DOCUMENTS, BY THE DELETION OF PARAGRAPH 4.4.1, AND REVISE REFERENCE FROM "STRUCTURAL DESIGN DRAWINGS" TO "CONTRACT DOCUMENTS" IN PARAGRAPH 3.1. C. SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. 27. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: TYPE OF MEMBER ASTM SPECIFICATION FY A. WIDE FLANGE SHAPES A992 50 KSI B. OTHER SHAPES, PLATES, AND RODS A36 36 KSI C. OTHER SHAPES AND PLATES A572 (GRADE 50) 50 KSI (NOTED GRADE 50 ON PLANS) D. PIPE COLUMNS A53 (E OR S, GR. B) 35 KSI E. STRUCTURAL TUBING A500 (GR. C) -SQUARE OR RECTANGULAR 50 KSI -ROUND 46 KSI -ANY SHAPE ASTM A1085 50 KSI F. CONNECTION BOLTS A325-N (3/4" ROUND, UNLESS SHOWN OTHERWISE) 28. WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992, FY = 50 KSI. OTHER ROLLED SHAPES INCLUDING PLATES, SHALL CONFORM TO ASTM A36, FY = 36 KSI. STEEL PIPE SHALL CONFORM TO ASTM A-53, TYPE E OR S, GRADE B, Fy = 35 KSI. STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, GRADE B, FY = 42 KSI (ROUND), FY = 46 KSI (SQUARE AND RECTANGULAR). CONNECTION BOLTS SHALL CONFORM TO ASTM A307. 29. ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SHALL CONFORM TO SECTION 10 OF THE AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES. 30. ALL STEEL EXPOSED TO THE WEATHER OR IN CONTACT WITH GROUND SHALL BE CORROSION PROTECTED BY GALVANIZATION OR PROVIDED WITH EXTERIOR PAINT SYSTEM, UNLESS OTHERWISE NOTED. General Structural Notes Continued on S102 REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING RSTRUCTURAL ®MECHANICAL ®PLUMBING ❑ELECTRICAL ®ENERGY ®ACCESSIBILITY [-]FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,, OR LOCAL REGULATIONS. BY. l Ia- -�--G��' DATE: 09/06/22 WEST COAST CODE CONSULTANTS, INC. STRUCTURAL ENGINEERING 2124 Third Avenue - Suite loo - Seattle, WA 98121 p:2o6.443.6212 ssfengineers.com 934 Broadway - Tacoma, WA 98402 P:253.2$4.9470 ssfengineers.com Copyright 2019 Swenson Say Faget - All Rights Reserved DRAWN: SJ B DESIGN: RHR CHECKED: RHR APPROVED: RHR REVISIONS: APermit Resubmittal June 24, 2022 JURISDICTIONAL APPROVAL STAMP: RESUBMITTED PROJECT TITLE: 0/ L 3/ L U L L Common%IA'Uff CP'18 L WAY COMMUNITY DEVELOPMENT Renovation 22-101385 Federal Way, WA ARCHITECT: DONAHOU DESIGN GROUP 8383 158th Ave NE STE 250 Redmond WA 98052 PH 425.285.9992 ISSUE: Permit Documents SHEET TITLE: General Structural Notes SCALE: DATE: April 1, 2022 PROJECT NO: 12834-2021-01 SHEET NO: S101 General Structural Notes Continued THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS WOOD 31.SHOP PRIME ALL STEEL EXCEPT: A. STEEL ENCASED IN CONCRETE. B. SURFACES TO BE WELDED. C. CONTACT SURFACES AT HIGH -STRENGTH BOLTS. D. MEMBERS TO BE GALVANIZED. E. MEMBERS WHICH WILL BE CONCEALED BY INTERIOR FINISHES. F. SURFACES TO RECEIVE SPRAYED FIREPROOFING. G. SURFACES TO RECEIVE OTHER SPECIAL SHOP PRIMERS. 32.ALL A-325N CONNECTION BOLTS NEED ONLY BE TIGHTENED TO A SNUG TIGHT CONDITION, DEFINED AS THE TIGHTNESS THAT EXISTS WHEN ALL PLIES IN A JOINT ARE IN FIRM CONTACT. THIS MAY BE ATTAINED BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF AN IRONWORKER USING AN ORDINARY SPUD WRENCH. 33. ALL ANCHORS EMBEDDED IN MASONRY OR CONCRETE SHALL BE A307 HEADED BOLTS OR A36 THREADED ROD WITH AN ASTM 563 HEAVY HEX NUT TACK WELDED ON THE EMBEDDED END. 34.ALL WELDING SHALL BE IN CONFORMANCE WITH AISC AND AWS STANDARDS AND SHALL BE PERFORMED BY WABO CERTIFIED WELDERS USING E70XX ELECTRODES. ONLY PREQUALIFIED WELDS (AS DEFINED BY AWS) SHALL BE USED. ALL COMPLETE JOINT PENETRATION GROOVE WELDS SHALL BE MADE WITH A FILLER MATERIAL THAT HAS A MINIMUM CVN TOUGHNESS OF 20 FT-LBS AT -20 DEGREES F AND 40 FT - LBS AT 70 DEGREES F, AS DETERMINED BY AWS CLASSIFICATION OR MANUFACTURER CERTIFICATION. 35.METAL FLOOR AND ROOF DECKING SHALL BE IN ACCORDANCE TO THE FOLLOWING: PROVIDE SIZE, TYPE, GAUGE, AND ATTACHMENT TO THE SUPPORTING STRUCTURE AS SHOWN ON THE PLANS. ARC SEAM AND SPOT (PUDDLE) WELDS FOR FIELD ASSEMBLY OF METAL DECK SHALL BE MADE WITH MINIMUM E60XX ELECTRODES. DECK ALTERNATES MUST BE CONNECTED ACCORDING TO PUBLISHED ICC-ES CRITERIA FOR DIAPHRAGM SHEARS SHOWN. PROVIDE TEMPORARY SHORING WHERE REQUIRED PER MANUFACTURER'S PUBLISHED CRITERIA. A. STEEL ROOF DECK SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ANSI /SDI-RD1. 0. 36.COLD-FORMED STEEL FRAMING NOTES --THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. COLD FORMED STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON AISI S100-16, "NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS," AND ON THE 2015 NORTH AMERICAN STANDARDS FOR COLD FORMED STEEL FRAMING, INCLUSIVE. B. THE CONTRACTOR SHALL PROVIDE A QUALITY CONTROL PROGRAM OVER ALL FABRICATION AND ERECTION ACTIVITY THROUGH THE USE OF AN INDEPENDENT TESTING AGENCY AND/OR A QUALIFIED REPRESENTATIVE OF THE STEEL MANUFACTURER. THE CONTRACTOR SHALL OBTAIN MILL CERTIFICATION FROM THE GAUGE STEEL MANUFACTURER OR SHALL SUBMIT TENSILE TESTS AND GALVANIZATION TESTS TO THE ENGINEER OF RECORD TO VERIFY THE ADEQUACY OF THE GAUGE MATERIALS. C. COLD -FORMED STEEL FRAMING MEMBERS INDICATED ON PLAN SHALL BE IN ACCORDANCE WITH THE "2015 IBC-SSMA PRODUCT TECHNICAL GUIDE" PUBLISHED BY THE STEEL STUD MANUFACTURERS ASSOCIATION, AND SHALL COMPLY WITH ICC-ES REPORT ESR-3064P. DESIGNATION: 600 S 200 - 54 DEPTH MEMBER FLANGE MATERIAL STYLE WIDTH THICKNESS(MILS) D. MATERIAL: METAL FRAMING SHALL BE GALVANIZED UNLESS OTHERWISE NOTED, CONFORMING AS FOLLOWS: ASTM A653, GRADE 50 FY = 50 KSI 12, 14, AND 16 GAUGE ASTM A653, GRADE 33 FY = 33 KSI 18 AND 20 GAUGE WHERE NOTED, PAINTED STUDS SHALL CONFORM TO: ASTM A570, GRADE E, FY=50 KSI. ALL 8 AND 10 GAGE MATERIAL SHALL CONFORM TO: ASTM A36, FY=36 KSI E. THE DESIGN OF INTERIOR COLD FORMED STEEL NON -BEARING WALLS, SOFFITS, CEILINGS AND OTHER MISCELLANEOUS FRAMING AND CONNECTIONS TO STRUCTURE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL CONFORM TO THE REQUIREMENTS OF THE ARCHITECTURAL DRAWINGS. DESIGN AND DETAILING SHALL BE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON AND STAMPED DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. F. ACCESSORIES SHALL BE OF THE TYPE, SIZE, AND SPACING SHOWN ON THE DRAWINGS OF A MINIMUM 16 GAUGE MATERIAL UNLESS OTHERWISE SPECIFIED. FASTENING OF COMPONENTS SHALL BE BY WELDING OR SCREWING OR BY OTHER MEANS OF FASTENING AS INDICATED ON THE DRAWINGS. PROVIDE MISCELLANEOUS CLIP ANGLES, LEDGERS, AND ACCESSORIES OF A MINIMUM 16 GAUGE OR THE THICKNESS OF THE MATERIAL BEING FASTENED, WHICHEVER IS GREATER, FOR CONNECTIONS AND BEARING CONDITIONS NOT OTHERWISE NOTED IN THE DRAWINGS. WELDS SHALL BE OF SUFFICIENT SIZE TO INSURE THE STRENGTH OF THE CONNECTION: WIRE TYING OF COMPONENTS SHALL NOT BE PERMITTED. ALL WELDS SHALL BE TOUCHED UP WITH A ZINC -RICH PAINT. G. SCREWS: ALL SCREWS SHALL BE SELF -TAPPING SELF -DRILLING FASTENERS THAT ARE ZINC COATED AS MANUFACTURED BY HILTI KWIK-FLEX (ICC-ES ESR-2196), OR APPROVED EQUAL. THE MINIMUM SCREW SIZE/TYPE/POINT SHALL BE #8-18 (#2 POINT) OR # 10-16 (#2 POINT) FOR USE IN 20 GAUGE THROUGH 16 GAUGE, AND #10-16 (#3 POINT) OR #12-14 (#2 OR #3 POINT) FOR HEAVIER THAN 16 GAUGE UNLESS NOTED OTHERWISE. SCREWS FOR SHEATHING CONNECTIONS SHALL BE OF THE PROPER SIZE AND TYPE FOR A POSITIVE SHEATHING -TO -METAL CONNECTION. ALL SCREW CONNECTIONS SHALL BE MADE FROM THE LIGHTER MATERIAL INTO THE HEAVIER MATERIAL UNLESS NOTED OTHERWISE. SCREWS SHALL HAVE A MINIMUM PROJECTION OF 3 THREADS THROUGH THE LAST MATERIAL JOINED AND SHALL HAVE MINIMUM EDGE DISTANCES AND CENTER -TO -CENTER SPACING OF 1-1/2 AND 3 SCREW DIAMETERS, RESPECTIVELY. ALL SCREWS SHALL CONFORM TO SAE J78 AND SHALL BE COATED WITH A CORROSIVE -RESISTANT COATING. THE SCREW MANUFACTURER SHALL PROVIDE VERIFICATION OF THE FASTENERS RESISTANCE TO HYDROGEN EMBRITTLEMENT, UPON REQUEST. H. WELDING OF COLD -FORMED METAL FRAMING SHALL CONFORM TO AWS D1.3 AND SHALL BE PERFORMED BY WABO CERTIFIED WELDERS QUALIFIED TO PRODUCE THE SPECIFIED CLASSES OF WELD. I. WALL FRAMING: REFER ARCHITECTURAL DRAWINGS FOR ALL STUD WALLS NOT SHOWN. EXTERIOR WALL STUDS SHALL BE MINIMUM 20 GAUGE (33 MILS) SPACED AT 16" O.C. UNLESS INDICATED OTHERWISE. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS. TWO 80OS162-54 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR MULTI -STUD OR STEEL COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS FULL WIDTH BLOCKING AT MID -HEIGHT OF ALL STUD WALLS OVER 10' IN HEIGHT. J. ALL STUD WALLS SHALL HAVE THEIR BOTTOM TRACKS ATTACHED TO FRAMING BELOW WITH #8 SCREWS AT 24" 0. C. OR ATTACHED TO CONCRETE WITH 0.145" DIAMETER DRIVE -PINS @ 24" 0. C. UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT-UP POSTS SHALL BE WELDED TO EACH OTHER IN ACCORDANCE WITH THE DETAILS. REFER TO THE PLANS AND SHEAR WALL SCHEDULE FOR REQUIRED SHEATHING AND STRAP BRACING. WHEN NOT OTHERWISE NOTED, PROVIDE GYPSUM WALLBOARD ON INTERIOR SURFACES AND GYPSUM SHEATHING ON EXTERIOR SURFACES SCREWED TO ALL STUDS, TOP AND BOTTOM TRACKS AND BLOCK I NG W I TH SCREWS AT 12" 0. C. TRACK SECTIONS SHALL MATCH THE WALL STUD GAUGE, BE UN -PUNCHED AND HAVE AT LEAST 1-1/4" FLANGES. K. BRIDGING AND BRACING IS TO BE INSTALLED AT ALL COLD FORMED STEEL BEARING WALLS. BRIDGING AND BRACING SHALL BE INSTALLED AS SHOWN ON THE STRUCTURAL PLANS, OR THE CONTRACTOR SHALL EMPLOY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASH I NGTON TO DESIGN AN ALTERNATE BRACING SYSTEM. IF AN ALTERNATE BRACING SYSTEM IS USED, THE CONTRACTOR SHALL SUBMIT STAMPED DRAWINGS AND CALCULATIONS TO THE ENGINEER OF RECORD, WHICH DEMONSTRATES THAT THE BRACING SYSTEM WAS DESIGNED TO PROVIDE PERMANENT WEAK AXIS BRACING OF THE STUDS UNDER CODE PRESCRIBED LOADS. DOCUMENTATION SHALL BE SUBMITTED FOR REVIEW PRIOR TO CONSTRUCTION. 37. FRAMING LUMBER SHALL BE S-DRY, KD, OR MC-19, AND GRADED AND MARKED IN CONFORMANCE WITH WCLIB STANDARD No. 17, GRADING RULES FOR WEST COAST LUMBER, 2018, OR WWPA STANDARD, WESTERN LUMBER GRADING RULES 2017. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS (2X & 3X MEMBERS) AND BEAMS (4X MEMBERS) BEAMS (INCL. 6X AND LARGER) HEM -FIR NO, 2 MINIMUM BASE VALUE, Fb = 850 PSI DOUGLAS FIR -LARCH NO. 1 MINIMUM BASE VALUE, Fb = 1000 PSI DOUGLAS FIR -LARCH NO. 1 MINIMUM BASE VALUE, Fb = 1350 PSI POSTS (4X MEMBERS) DOUGLAS FIR -LARCH NO. 2 MINIMUM BASE VALUE, Fc = 1350 PSI (6X AND LARGER) STUDS, PLATES & MISC. FRAMING: DOUGLAS FIR -LARCH NO. 1 MINIMUM BASE VALUE, Fc = 1000 PSI DOUGLAS FIR -LARCH NO. 2 OR HEM -FIR NO. 2 38. PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WITH DOC PS 1 OR PS 2. ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. ROOF SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 32/16. FLOOR SHEATHING SHALL BE 3/4" (NOMINAL) WITH SPAN RATING 48/24. WALL SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 24/0. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS. 39. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C-C-2019. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC-ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER FOR MAXIMUM LOAD CARRYING CAPACITY. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ALL 2X JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS" SERIES JOIST HANGERS. ALL TJI JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "ITS" SERIES JOIST HANGERS. ALL DOUBLE -JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "MIT" SERIES JOIST HANGERS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM)AS MEMBERS CONNECTED. 40. WOOD FASTENERS A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE LENGTH DIAMETER 6d 2" 0. 113" 8d 2-1/2" 0. 131" 10d 3" 0. 148" 12d 3-1/4" 0. 148" 16d BOX 3-1/2" 0.135" IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL. NAILS - PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER END. B. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. INSTALLATION OF LAG BOLTS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION WITH A LEAD BORE HOLE OF 60 TO 70 PERCENT OF THE SHANK DIAMETER. LEAD HOLES ARE NOT REQUIRED FOR 3/8" AND SMALLER LAG SCREWS. 41. NOTCHES AND HOLES IN WOOD FRAMING: A. NOTCHES ON THE ENDS OF SOLID SAWN JOISTS AND RAFTERS SHALL NOT EXCEED ONE-FOURTH THE JOIST DEPTH. NOTCHES IN THE TOP OR BOTTOM OF SOLID SAWN JOISTS SHALL NOT EXCEED ONE -SIXTH THE DEPTH AND SHALL NOT BE LOCATED IN THE MIDDLE THIRD OF THE SPAN. HOLES BORED IN SOLID SAWN JOISTS AND RAFTERS SHALL NOT BE WITHIN 2 INCHES OF THE TOP OR BOTTOM OF THE JOIST, AND THE DIAMETER OF ANY SUCH HOLE SHALL NOT EXCEED ONE-THIRD THE DEPTH OF THE JOIST. B. IN EXTERIOR WALLS AND BEARING PARTITIONS, ANY WOOD STUD IS PERMITTED TO BE CUT OR NOTCHED TO A DEPTH NOT EXCEEDING 25 PERCENT OF ITS WIDTH. A HOLE NOT GREATER IN DIAMETER THAN 40 PERCENT OF THE STUD WIDTH IS PERMITTED TO BE BORED IN ANY WOOD STUD. IN NO CASE SHALL THE EDGE OF THE BORED HOLE BE NEARER THAN 5/8 INCH TO THE EDGE OF THE STUD. BORED HOLES SHALL NOT BE LOCATED AT THE SAME SECTION OF STUD AS A CUT OR NOTCH. C. NOTCHES AND HOLES IN MANUFACTURED LUMBER AND PREFABRICATED PLYWOOD WEB JOISTS SHALL BE PER THE MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE NOTED. REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING ESTRUCTURAL ®MECHANICAL ®PLUMBING ❑ELECTRICAL ®ENERGY ®ACCESSIBILITY [-]FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,, OR LOCAL REGULATIONS. BY. l Ia- -�--G��' DATE: 09/06/22 WEST COAST CODE CONSULTANTS, INC. STRUCTURAL ENGINEERING 2124 Third Avenue - Suite loo - Seattle, WA 98121 p:2o6.443.6212 ssfengineers.com 934 Broadway - Tacoma, WA 98402 P:253.2$4.9470 ssfengineers.com Copyright 2019 Swenson Say Faget - All Rights Reserved DRAWN: SJ B DESIGN: RHR CHECKED: RHR APPROVED: RHR REVISIONS: Permit Resubmittal June 24, 2022 JURISDICTIONAL APPROVAL STAMP: RESUBMITTED PROJECT TITLE: 8/23/2022 Common%IAliff C8 L WAY COMMUNITY DEVELOPMENT Renovation 22-101385 Federal Way, WA ARCHITECT: DONAHOU DESIGN GROUP 8383 158th Ave NE STE 250 Redmond WA 98052 PH 425.285.9992 IS Permit Documents SHEET TITLE: General Structural Notes Continued SCALE: DATE: PROJECT NO: SHEET NO: April 1, 2022 12834-2021-01 S102 STRUCTURAL ENGINEERING I ❑ I I I I I I I ❑ I I L - - - J L - - - J 8/S302 r -1 r- I ❑ I I I I I I I ❑ I I 8/S302 I I ❑ I I I I I I I I ❑ I I I I ❑ I I I I I I I I ❑ I I L - - - J L - - - J I I ❑ I I I I I I I I ❑ I I 10 11 12 13 14 15 16 11 I III 60OS162-43 STUD I III INFILL WALL r_ L_1 _ _ I I ------- �- - ------ -------------------------------------------------- - I r---------- --- �118/S302 rD.. 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Cn ........'.'.'.'.'. -- �— —� o I I I TI F- N ...... o... . ----------- ---- ----- -_=_______ _________--....... ----- --_ = ______= J ----- ---- I -- ------ ------ I--------�--- - I r———— — — — — —- I L— � 1 � � 'Ss �'�\°c � � � _� L -I J L J 2 v01 I s 5/S302�+\°co o �,�Ayl ��p`1 A� s ��0`1 I I / I s `� ^� +� � ^,\ �� ,\ 15' S3024115/S3C2 f� �,\ 15/S302 �o I I I 6-16, ,�� D�\ S'�o sr `� �� In ,S'�o sr `�` ,S',o sr I I I15/S301 Q/� 60 S162-43 STUD INFILL I I 1 v I AT (E) DOOR OPENING I I II I I � � co � cc E 1 1 10 S301 I I o o o o / I I a o3:: rn 3-. Cn I I v 1 < CD< 1O/S301 _ --- --- — J I I r 14/S3014 I I ----------�----- - - - - --- - ---------- -- -------- L JL J - -i- L --J 45 15/S301 r _ 9/S302 I I^ I I v 9/S302 J Go��,. q'GO�� 4'-0"sq x 12"dp CO W/ (5)#4 E.W. BOT. TYP. (2) PLACES Plan Notes 1. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT EXPLICITLY CALLED OUT ON THE PLANS OR DETAILS. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND AS —BUILT CONDITIONS. NOTIFY ENGINEER OF ANY DISCREPANCIES. 2. REFER TO ARCHITECTURAL DRAWINGS FOR ALL SLAB SLOPES, SLAB DEPRESSIONS, AND SLAB FINISH REQUIREMENTS. TOP OF SLAB ELEVATIONS ARE ASSUMED. VERIFY TOP OF SLAB ELEVATIONS WITH ARCHITECTURAL DRAWINGS. 3. SLAB ON GRADE SHALL BE 4" THICK AND REINFORCED WITH 6x6 W1.4xW1.4 WWM CENTERED IN SLAB. PROVIDE MINIMUM VAPOR BARRIER PER ARCHITECTURAL BELOW SLAB AT INTERIOR SPACES OVER FREE —DRAINING CAPILLARY BREAK OVER COMPACTED SUBGRADE. 4. PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO DIVIDE SLAB INTO RECTANGULAR AREAS OF 400 SQFT OR LESS. AREAS SHALL BE APPROXIMATELY SQUARE AND HAVE NO ACUTE ANGLES. JOINT LOCATIONS MUST BE APPROVED BY ARCHITECT. REFER DETAIL 5/S301. 5. PROVIDE CORNER REINFORCEMENT PER 12/S301 IN ALL NEW WALLS, GRADE BEAMS AND FOOTINGS, U.N.O. 6. WHERE NEW FOOTINGS INTERSECT EXISTING FOUNDATIONS, PROVIDE #4x2'-6"DOWELS TO MATCH NEW HORIZONTAL REINF. EMBED 6"INTO EXISTING CONCRETE W/ EPDXY GROUT. 7. COMPACT BACKFILL AGAINST ALL GRADE BEAMS AND PILE CAPS. 8. SEE ARCHITECTURAL/MECHANICAL/PLUMBING/CIVIL DRAWINGS FOR UNDER SLAB PIPING. COORDINATE FOUNDATION DEPTHS AND PIPING IN ACCORDANCE WITH 18/S301. DO NOT ROUTE PIPING THROUGH GRADE BEAMS OR PILE CAPS WITHOUT APPROVAL FROM ENGINEER OF RECORD. 9. REFERENCE ARCHITECTURAL DRAWINGS FOR WATERPROOFING DETAILS AND REQUIREMENTS. 10. REFERENCE ARCHITECTURAL DRAWINGS FOR MISC. EMBEDS REQUIRED AT NON—STRUCTURAL ELEMENTS. 11. REFER TO THE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. Legend I I EXISTING WALL & FOOTING NEW CMU WALL ABOVE 0 NEW FRAMED WALL ABOVE NEW FOUNDATION ❑ NEW COLUMN ABOVE AREA OF NEW SLAB ON GRADE REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING ESTRUCTURAL MECHANICAL ®PLUMBING []ELECTRICAL ®ENERGY ®ACCESSIBILITY ❑ FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,, OR LOCAL REGULATIONS. BY: -/-- 2 r2 DATE:09/06/22 WEST COAST CODE CONSULTANTS, INC. 2124 Third Avenue - Suite loo - Seattle, WA 98121 p:2o6.443.6212 ssfengineers.com 934 Broadway - Tacoma, WA 98402 P:253.2$4.9470 ssfengineers.com Copyright 2019 Swenson Say Faget - All Rights Reserved DRAWN: SJ B DESIGN: RHR CHECKED: RHR APPROVED: RHR REVISIONS: APermit Resubmittal June 24, 2022 JURISDICTIONAL APPROVAL STAMP: RESUBMITTED PROJECT TITLE: 0/ L 3/ L U L L Common%IAliff CP, WAY COMMUNITY DEVELOPMENT Renovation 22-101385 Federal Way, WA ARCHITECT: DONAHOU DESIGN GROUP 8383 158th Ave NE STE 250 Redmond WA 98052 PH 425.285.9992 IS Permit Documents SHEET TITLE: Foundation Plan SCALE: 3/32" = 1'-0" DATE: April 1, 2022 PROJECT NO: 12834-2021-01 SHEET NO: Foundation Plan Scale: 3/32"=1'-0" 777 S201 OSTRUCTURAL ENGINEERING 10 11 12 13 14 15 16 11 6/S302 --I------'--�— ' ---I L-1----'--L—--'----- —' I I I —I — I — —I----4--I---1.--�- ,H, I I I I I I I I INFILL (E) OPENING , , PER 13/S501 — —I-- -- —— —H— --a — I--I--L-1------L—--'----� I I I I I --L-4--4--1— 411 , --I----==--�—--I--L-1—==---L—--'----� I t ------- F — --1— — --- I 4'-011 1 I I , i I ' REMOVE (E) TOPPING SLAB —�. 1/S302 I FOR PLACEMENT OF CONC. DOWELS FROM SHEARWAL BELOW I I I I I I I I I v I I I I I I I I I 1 l I (5)#9 CONT. I I I I I I I I I 1 I I I I I I I I BUCK OUT CONC. WALL I I II I I I I I I I 1 AROUND (E) PRECAST GIRDER I II I I I --I------'--�—--1--L—----'--L—--'----� I - I - --'- —I I — --i-11 I I 1 r—--1-- -- iHi I �Ni I - 4- — — — —I— — L — 1 — = = — — — L — — —'— — 1 I 1 I — — - _ — I F T --I--_17 -7 --,-- - I — — — — — I I —� — � 6/S302 I I I I I I I I CD ' `"i v ' ' ' ' I I ' ' I I I — I SISTER 2x10 110 (E) JOISTS 800S20 16"oc ' I W8A 0___'� 1H, I iHi I � - L - - J - - 4 - = - - - - - � - -'- - - - -L --I--�---'r1r— I I— 1 I I III--r—T--1 I I I ,F_ — — — — �' I ' , ' ' ' ' ; I I I , , , , , , 1000S162-43 RING STUDS 4 oc 6/ S702 & 5/S502 HSS 6x4x1/4 S702 PER 16/S501 5 S5 / 0 1000S1 0-4 2 43 °c o 20/S501 FURRIN STUDS qz�: h�Cn Lo L 4x� I 14/S 02 N LO W6x1 ^4x10 j HU, TYP. • MEC� UNIT 2/S502, typ. j I 793lbs at mech. curb MECH UNIT MECH UNIT 793lbs 1142lbs I I I I �>2<I ICD I I HU, 1 YP. HU TYP. j 410 410 60OS162-43 FURRING STUDS @ 24"oc 20/S501 LnJ (2)MC 1201 (2)MC 120rq A Li I I I I I I I -- <� ----P 3/8 10» �EQ (8) EQ. SPACES EQ. W6x15 22ga '/8" METAL @ 5'-0"oc PAN DECK HSS 441/4, TYP. 600S162 43 FURRING X X X 00 STUDS @ 24"oc ,X Ln W6x15 < 5/S501 & 10/S501 & Cn � 15/S501 15/S501 W6x15 --I----='--------L-1—='----L—--'--- 1 I I I I 1 ` - I I I I I 1 I _'� j Ln Ln Ln u7 � W6 x 15 3/S5C W12x26 < o I N MOLD END OF BEAM FLAT I �k \ v I I 6" FROM FACE OF WALL Qj I I I I I - - - - - - - - - - P 1/2"x18" 1 1 80OS200-43 I I I @ 16"oc 8/S502 W12x65 13/S502 < 9/S502 < 13/S502 I I I I I I I I I --L— — ----------- --- I� I I 2)2x10 8/S5 1 (2)2x1077 T 2)2x10 HU, TYP.— 410 (E) (2)2x12 — @ 24"oc HU, YP. I INFILL (E) OPENING MECH UNITS W/ 60OS162-43 11421bs STUDS @ 16"oc MECH UNITS j 1142lbs I I HU, TYP. j 410 EXTEND LINTEL PAST DOOR OPENING BELOW LnJ (2)MC 1201 - - P 3/8"x10" - - 20/S501 E (5) EQ. SPACES @ 5-0"oc 60OS162-43 FURRING HSS 441/4, TYP. STUDS @ 24" c < 5/S501 & 1 15/S501 6 XS502 > (E) GL 51/8x9 I (E) (2)2x12 (2)L 5x3x1/4 (LLV) LINTEL 7/S502 v 8/S501 v (2)L 5x3x1/4 (LLV) Cj LINTEL Lil - I I HSS 4x4x1/4, TYP. w U O Q 0O o cn I — CO L �, 1O/S501 & 15/S501 - v L 6x4x5/16 VENEER LEDGER _ W/ 3/4"0 TITEN HD ANCHORS @ 48"oc (embed 5") cy 600S162-43 FURRING STUDS @ 24"oc HSS 441/4, TYP. CV U _ Q O U - N O N o � 5/S501 & '� 15/S501 EQ. 1 /S501 & 1 /S501 G 162-43 FURRI G- STUDS @ 24"oc Plan Notes Legend 1. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS AND 0 EXISTING WALL ELEVATIONS. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND AS -BUILT CONDITIONS. NOTIFY ENGINEER OF ANY DISCREPANCIES. NEW CMU WALL ABOVE 2. MECHANICAL UNIT LOCATIONS SHALL BE VERIFIED WITH MECHANICAL DRAWINGS. NOTIFY ENGINEER OF ANY DISCREPANCIES. 0 NEW FRAMED WALL ABOVE 3. FRAMING HAS BEEN DESIGNED TO SUPPORT MECHANICAL UNIT WEIGHTS SHOWN ON PLAN. INSTALLER HEADER/BEAM PER PLAN SHALL VERIFY UNIT WEIGHTS DO NOT EXCEED THOSE ON PLAN. � SPAN DIRECTION 4. MECHANICAL INSTALLER IS RESPONSIBLE FOR PROVIDING CURB ATTACHMENT TO BASE STRUCTURE INCLUDING REQUIRED STRUCTURAL SEISMIC CALCULATIONS FOR ATTACHMENT. e EXTENT OF JOISTS 5. REFERENCE ARCHITECTURAL AND BUILDING ENVELOPE DRAWING FOR WATERPROOFING DETAILS AND NEW COLUMN BELOW REQUIREMENTS. 6. REFER TO THE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING ESTRUCTURAL ®MECHANICAL NPLUMBING ❑ELECTRICAL ®ENERGY ®ACCESSIBILITY ❑FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,(�OR®LOCAL REGULATIONS. BY: 1 ,_4&_ DATE:09/06/22 WEST COAST CODE CONSULTANTS, INC. 2124 Third Avenue - Suite loo - Seattle, WA 98121 p:2o6.443.6212 ssfengineers.com 934 Broadway - Tacoma, WA 98402 P:253.2$4.9470 ssfengineers.com Copyright 2019 Swenson Say Faget - All Rights Reserved DRAWN: SJ B DESIGN: RHR CHECKED: RHR APPROVED: RHR REVISIONS: APermit Resubmittal June 24, 2022 JURISDICTIONAL APPROVAL STAMP: RESUBMITTED PROJECT TITLE: 0/ L 3/ L U L L CommoMIA)Uff CP WAY C MMUNITY DEVELOPMENT Renovation 22-101385 Federal Way, WA ARCHITECT: DONAHOU DESIGN GROUP 8383 158th Ave NE STE 250 Redmond WA 98052 PH 425.285.9992 IS Permit Documents SHEET TITLE: Second Floor Framing Plan SCALE: 3/32" = 1'-0" DATE: April 1, 2022 PROJECT NO: 12834-2021-01 SHEET NO: Second Floor Framing Plan Scale: 3/32$$4-0" 00 RUCTURAL 0_/E�NGINEERING J 1 N. PER 14 10 11 12 13 14 15 116 11 410 v 80OS200-43 @ 16"oc 80OS200-43 @ 24"oc TYP. AT NEW ROOF v 1000S162-43 FURRING STUDS BELOW HSS 10x6x1/4 CONN. TO COL. 10/S702 PER 12/S501 (2)800T150-54 HIP _ C/DEIN TOGETI IED W/ i (2)#10 SCREWS @ 6" oc Ln I I I Plan Notes 1. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS AND ELEVATIONS. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND AS —BUILT CONDITIONS. NOTIFY ENGINEER OF ANY DISCREPANCIES. 2. TYPICAL NEW ROOF FRAMING CONSISTS OF ROOFING PER ARCHITECTURAL OVER Y2" CDX PLYWOOD, FACE GRAIN PERPENDICULAR TO SUPPORTS OVER JOISTS PER PLAN. FASTEN SHEATHING WITH #8 SCREWS @ 6"oc EDGES AND 12"oc FIELD. 3. REFERENCE ARCHITECTURAL AND BUILDING ENVELOP DRAWING FOR WATERPROOFING DETAILS AND REQUIREMENTS. 4. REFER TO THE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. Legend I EXISTING WALL 0 NEW FRAMED WALL ABOVE HEADER/BEAM PER PLAN � SPAN DIRECTION 1 EXTENT OF JOISTS NEW COLUMN BELOW REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING 19STRUCTURAL MECHANICAL ®PLUMBING ❑ELECTRICAL ®ENERGY ®ACCESSIBILITY ❑FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,((OR��LOCAL REGULATIONS. BY: G DATE' 09/06/22 WEST COAST CODE CONSULTANTS, INC. 2124 Third Avenue - Suite loo - Seattle, WA 98121 p:2o6.443.6212 ssfengineers.com 934 Broadway - Tacoma, WA 98402 P:253.284.9470 ssfengineers.com Copyright 2019 Swenson Say Faget - All Rights Reserved DRAWN: SJ B DESIGN: RHR CHECKED: RHR APPROVED: RHR REVISIONS: APermit Resubmittal June 24, 2022 JURISDICTIONAL APPROVAL STAMP: RESUBMITTED PROJECT TITLE: Common§ AM (�� ' ' WAY C AM DEVELOPMENT Renovation 22-101385 Federal Way, WA ARCHITECT: DONAHOU DESIGN GROUP 8383 158th Ave NE STE 250 Redmond WA 98052 PH 425.285.9992 ISSUE: Permit Documents SHEET TITLE: Roof Framing Plan SCALE: 3/32" = 1'-0" DATE: April 1, 2022 PROJECT NO: 12834-2021-01 SHEET NO: Roof Framing Plan Scale: 3/32"44' Reinforcing Splice and Development Reinforcing Splice and Development Reinforcing Splice and Development Length Schedule Length Schedule Length Schedule For f'c = 3000 psi, Grade 60 Reinforcing For f'c = 4000 psi, Grade 60 Reinforcing For f'c = 5000 psi, Grade 60 Reinforcing SECOND POUR FIRST POUR OI Minimum Straight Development Length (ed) OI Minimum Straight Development Length (ed) OI Minimum Straight Development Length (ed) SEE PLAN FOR SLAB 1/8" x 11/2" PRE -MOLDED THICKNESS AND CONT. MASTIC JOINT STRIP. REINFORCING (typ.) (joint may be saw cut at contractor's option) \\\ri\\��\�, j////////////////// //// \/////////////////////////, r\\\i\\\i,\\\\ SEE PLAN FOR SLAB KEYED JOINT. THICKNESS AND / STOP REINF. 1" CLEAR REINFORCING (typ.) OF JOINT EACH SIDE j///////////// Bar Size To Bars p Other Bars Bar Size To Bars p Other Bars Bar Size To Bars p Other Bars #3 22" 1711 #3 19" 15" #3 17" 13" #4 2911 2211 #4 2511 1911 #4 2211 17" #5 36" 28" #5 31" 24" #5 28" 22" #6 43" 33" #6 37" 29" #6 33" 26" #7 63" 48" #7 54" 42" #7 49" 38" #8 72 55 #8 62 48 #8 56 43 #9 81" 62" #9 70" 54" #9 63" 48"\\\\\\�\\\\\� #10 91" 70" #10 79" 61" #10 70" 54"\\\i\\\i\\\i\\\i\\\i\\\i, #11 101" 78" #11 87" 67" #11 78" 60" CUT ALTERNATE PLASTIC VAPOR BARRIER PLASTIC VAPOR BARRIER WIRES AT JOINT AND COMPACTED GRANULAR AND COMPACTED GRANULAR II Minimum Lap Splice Lengths (es) II Minimum Lap Splice Lengths (es) II Minimum Lap Splice Lengths (es) FILL PER PLAN FILL PER PLAN Bar Size Top Bars Other Bars Bar Size Top Bars Other Bars Bar Size Top Bars Other Bars PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO BREAK Control Joint UP SLAB INTO RECTANGULAR AREAS Construction Joint OF 250 SQUARE FEET OR LESS. AREAS TO BE APPROX. SQUARE AND HAVE NO ACUTE ANGLES. JOINT LOCATIONS TO BE APPROVED BY THE ARCHITECT. #3 28" 22" #3 24" 19" #3 22" 17" #4 37" 29" #4 32 25 #4 29 22 #5 47" 36" #5 40" 31" #5 36" 28" #6 56" 43" #6 48" 37" #6 43" 33" #7 81" 63" #7 70" 54" #7 63" 49" " » #8 93" 72' #8 81 62 #8 72 56 Typical Slab Joints (w.w.m.) #9 105" 8111 #9 91" 70" #9 81' 63" #10 118" 9111 #10 102" 79" #10 91 " 70" #11 131" 101" #11 113" 87" #11 101" 78" TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" DEPTH OF TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" DEPTH OF TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" DEPTH OF CONCRETE CAST BELOW THEM. CONCRETE CAST BELOW THEM. CONCRETE CAST BELOW THEM. IF CLEAR CONCRETE COVER IS NOT GREATER THAN THE DIAMETER OF IF CLEAR CONCRETE COVER IS NOT GREATER THAN THE DIAMETER OF IF CLEAR CONCRETE COVER IS NOT GREATER THAN THE DIAMETER OF THE BAR, OR THE CENTER TO CENTER SPACING IS NOT GREATER THE BAR, OR THE CENTER TO CENTER SPACING IS NOT GREATER THE BAR, OR THE CENTER TO CENTER SPACING IS NOT GREATER THAN 3 BAR DIAMETERS, THEN LENGTHS SHALL BE INCREASED BY 50% THAN 3 BAR DIAMETERS, THEN LENGTHS SHALL BE INCREASED BY 50% THAN 3 BAR DIAMETERS, THEN LENGTHS SHALL BE INCREASED BY 50% Minimum Embedment Lengths Minimum Embedment Lengths Minimum Embedment Lengths SEE ARCH. DRAWINGS FOR EXACT LOCATIONS SEE PLAN FOR SLAB (edh) (ldh) (edh) OF DEPRESSED SLABS III O For Standard End Hooks 12db III O For Standard End Hooks 12db For Standard End Hooks III 12db O THICKNESS AND REINFORCING (typ.) DEPTH OF DEPRESSION #4 CONT. 24 PER ARCH. DRAWINGS (1.5 t max.) GLAZING PER ARCH. #4 x E7@18" oc Bar Size Length Bar Size Length Bar Size Length #3 6" #3 6" #3 6" SLAB BY OTHERS SLAB GRADE #4 8" #4 #5 7„ 9" #4 #5 6„ 8" ��/\\�/\\�/\\�/\\�/\\�/\\�/\// /\//\//\//\/ \//\ \//\//\//\//\//\� PLASTIC VAPOR BARRIER 1'-0" min. AND COMPACTED GRANULAR PER PLLAA N 10: \ \/� )#4 CONT. �\ \\j\ #5 10" #7 14" #7 12" #7 11"A #8 16" #8 14" #8 12"(2 #9 18" #9 15" #9 14" #10 20" #10 17" #10 15" FILL PER PLAN I`7U 5" 6" 5" #11 22" #11 19" #11 17" 1. SIDE COVER MUST BE EQUAL TO OR GREATER THAN 21/2" 1. SIDE COVER MUST BE EQUAL TO OR GREATER THAN 21/2" 1. SIDE COVER MUST BE EQUAL TO OR GREATER THAN 21/2" 2. END COVER FOR 90° HOOKS MUST BE EQUAL TO OR GREATER THAN 2" 2. END COVER FOR 90° HOOKS MUST BE EQUAL TO OR GREATER THAN 2" 2. END COVER FOR 90° HOOKS MUST BE EQUAL TO OR GREATER THAN 2" Reinforcing Splice Length & Development Length 6 Reinforcing Splice Length & Development Length 7 Reinforcing Splice Length & Development Length 8 Typical Depressed Slab9 10 (3000 si) (4000 si) (5000 si) D 3'-0" min. CORNER BARS TO CORNER BARS TO -- --------- --- ff STUD WALL PER PLAN CORNER BARS TO MATCH CROSS WALL CORNER BARS TO MATCH CROSS WALL CONCRETE WALL (E) COLUMN BEYOND MATCH EXTERIOR HORIZ. REINF. HORIZ. REINF. MATCH HORIZ. REINF. HORIZ. REINF. (alt. hooks) CONC. STEM WALL PER BOT. TRACK CONN. ADD DIAGONAL IN WALL 15 OR 20/S301 PER 5/S701 TO MATCH WALL REINF. I I #4 VERT. EMBED 6" INTO (E) CONIC FTG. 12" CONC. CURB REINF PER o W/ EPDXY GROUT ;; GENERAL NOTES o II OgL per arch. SLAB ON GRADE ADDITIONAL TYP. CORNER ADDITIONAL TYP. CORNER (E) FOOTING ///// PER PLAN VERT. BARS BARS: I F VERT. BARS BARS: 24\\/ - j\// / / \/\\/\\/ \\ \\ y\\ d ° d `n NORMAL FOOTING\� / / / / / REINFORCING ! /\/\//\//\//\//\// ' ' ° d d ° I I I 4 4 d Q ° �; ° LJ \ %%\ CROSS WALL CROSS WALL //%//%//%//%//%��/% d d ° d a d 41, \ \\ \ (3)#4 CONT. Cn ADD BARS TOj// d ° d �d a ° ° - MATCH NORMAL / o ° ° d d a d M, REINFORCING m 5" 1'-0" 6" 5" LINE OF EXCAVATION A/i, rA/i, d ° ° a d d ° Double Curtain Single Curtain NORMAL FOOTING ll \/Z�;��\1\1� ��/\5/ZZ/�/�\��\��\�� /�\��\��\��\��\� REINFORCING Typical Corner Yp Bars at Concrete Walls and Footings g 12 Typical Stepped Footing 13 Yp p p 9 14 15 ---------- 6" 2 #3 x ©AND C TIES #3 TIES @ 8"oc WHEN DEPTHL_J 11„ 1 SIN @ 6"oc (when pier width exceeds 24" use normal OF HDR. IS LESS THAN 24": REINF. PER GEN. NOTES W/ 2 - - horizontal reinforcement) Pier Section STD. HOOK TOP & BOT. COL. PER PLAN COL. PER PLAN OTHERWISE - (where occurs) I 0 3/16 STUD WALL PER PLAN (2) # 5 AT TOP OF WALL OR HEADER Notes: E Q \ o/\/\/\ /\/\/ /\/\, >✓ //\//� flanges � I I I BOT. TRACK CONN. I BASE ,R 1/2„ W/ » 4 8 0 A.B. em bed 8 I ) / CONCRETE WALL 1. REINFORCING SHOWN IS MINIMUM. SEE - \//\//\// \//\//\/ /\\/ _______ \\/ /\\/\\ �� /j \/ //\//� �j CONT. CURB PER BASER 3 4"x103 $"x1'-0" / PER 5/S701 I OVER 3/4" NON —SHRINK I GROUT „ (2)#5 x 4 -0 DIAGONAL PLANS AND WALL ELEVATIONS FOR ANY\'j ADDITIONAL REQUIRED REINFORCING. /\\j\� /j�\_______ \/j /�\� / / / /� 20/S301 AT SIM. W/ (433/4 A.B. (embed 8) OVER 4 NON SHRINK GROUT / #4 x VERT. @ 12 oc I AT EACH CORNER \\/\\ _ _ _ _ _ _ _ _ _ _ _ #4 HORIZ. @ 12"oc SLAB ON GRADE PROVIDE STD HOOKS AT 2. PROVIDE FOR ANY OPENING SIX SQUARE FEET OR LARGER UNLESS OTHERWISE NOTED PIPE SLEEVES pier width ENDS OF ALL HORIZ. REINF. AT WALL ENDS ON PLANS, ELEVATIONS, OR DETAILS./\\�// AS REQD. j�\/�\j \\\�\/ j\j\\ /' / \\�/ /�\/\� ti ti fy \ 2 5 AROUND OPENINGS. „ 3. FOR WALLS THICKER THAN 8 USE #6 BARS\\/j IN LIEU OF #5 BARS SHOWN. y,\\/\\/\\i\\i /�o \� \\, /\ \�\\ //�,' `' //� \\/ \ //\�o/\�, (2)#5 AT CENTERLINE OF PIER. (omit at 12 wide or less) ) „ EXTEND BARS 2 -0 BEYOND OPENING 4. AT PIERS < 12" WIDE, PROVIDE #3 TIES - " ��;�' /\//\ \� \//\� \//\// \ \ \ \ \ \ \ \ \ \ \ \ \ �/ \\/\/ \ \ \ /\, '\\/ ;//\//\//\// //\//\//\//\//\//\/ //\//\//\// '//\//\//\//\//\//\ , /\// \ /\� �i�\i�\i�\\i, i�\i�\i�\i�\ice\i�\\i \i�\i�\i�\i�\i�\ice\i�\i�\ice\\i min.\i/ \\ /\/ \// \ \ i\/ /� %\//\ / / / / / / / / /\� o ./i \ \//�, 4 4 LONGIT. & O # �/ / / / / / / / / / / //\; # 4 @ 12"oc TR AN SV. piers p - @ 3 oc AND EXTEND 1 0 ABOVE AND i\\ BELOW LARGEST OPENING 2'-0" %/ 5" per arch. 6" 5" min. EXCAVATION NOT ALLOWED BELOW THIS LINE FOR CALLOUTS IN COMMON SEE 15/S301 Typical Opening Reinforcing Concrete Walls 17 Q Pipe Trench Locations 18 19 20 at and STRUCTURAL ENGINEERING 2124 Third Avenue - Suite loo - Seattle, WA 98121 p:2o6.443.6212 ssfengineers.com 934 Broadway - Tacoma, WA 98402 P:253.284.9470 ssfengineers.com Copyright 2019 Swenson Say Faget - All Rights Reserved DRAWN: SJ B DESIGN: RHR CHECKED: RHR APPROVED: RHR REVISIONS: APermit Resubmittal June 24, 2022 JURISDICTIONAL APPROVAL STAMP: RESUBMITTED PROJECT TITLE: Common II IT(PIgftW WAY C Y DEVELOPMENT Renovation 22-101385 Federal Way, WA REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. NBUILDING ®STRUCTURAL IPgMECHANICAL NPLUMBING ❑ELECTRICAL ®ENERGY BACCESSIBILITY ❑FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATEOR®LOCAL REGULATIONS. BY: �r•ouk x—•G DATE:09/06/22 WEST COAST CODE CONSULTANTS, INC. ARCHITECT: DONAHOU DESIGN GROUP 8383 158th Ave NE STE 250 Redmond WA 98052 PH 425.285.9992 IS Permit Documents SHEET TITLE: Typical Concrete Details SCALE: 3/411 = 1'-011 U.N.O. DATE: April 1, 2022 PROJECT NO: 12834-2021-01 SHEET NO: #5 x 3'-6" DOWELS @ 12"oc, EMBED 6" I INTO (E) CONC. W/ BREAK TOP OF (E) 1» 1» EPDXY GROUT 4'-0" HOLLOW CORE PLANK & FILL SOLID I I 12 12 Plan I I HSS STRONGBACK i PER PLAN -_-_-__--_ ---- COL. PER PLAN W/ 5 " TIBONDHBEAMCHOR I I BASE P 3/4"x6"x8" W/ (2)1/2" 0 TITEN HD ANCHORSU�i I BASE P 1/2"x5"x0'-11" W/ (2)5/8" 0 TITEN HD ANCHORS 8" SOLID GROUT CMU WALL REINF. PER PLAN 111111 ❑ ❑ ❑ ❑ TO (E /L] 0 @ 48') c (embed 4") I I @ 4"oc (embed 4") OVER 3/4 NON -SHRINK GROUT @ 8"oc (embed 4") OVER i i 3/4 NON -SHRINK GROUT #5 VERT. DOWELS TO MATCH 5 9 CONT. ( )# DRILL 2"4 HOLE (E) HOLLOW CORE PLANK & CONC. TOPPING PROVIDE 2"� HOLE IN COL. WALL FOR BOLT INSTALLATION I I I I I I TURNED DOWN SLAB 3/16 EDGE PER 20/S302 SLAB ON GRADE I 3/16 PER PLAN (E)FTG.W/ EPDXY GROUT SLAB ON GRADE FOR WALL DOWEL (E) CMU SHEARWALL I I I I PER PLAN DOWELS TO MATCH Plan View WALL VERT. REINF. \ CONC. SHEARWALL PER PLAN d a ° Q ° Q ° ° \/�\\ �; ° d �3 j% ° LJ\\/�\/�\/I��\/I\ ° Q ° d d ° %/\/ ° / / ,\\\' ° (Ej FOOTING: 2'-0"sq x 1'-4"dp W/ 31 " min. \\\ \\ \ \ \ \ \ \ 2 8 TOP & BOT. d ° ° ° ° edge distance E) FOOTING: 1 1 2'-0"sq x 1'-2"dp 4 12" dr. (6)#6 VERT. & #3 SPIRAL TIES #5 x 3'-6" DOWELS @ 4" PITCH @ 12"oc, EMBED 6" INTO (E) CONC. W/ EPDXY GROUT #4 x 2'-6" DOWELS TO MATCH WALL HORIZ. EMBED 6" INTO (E) ----- • • • • • -_a --j CMU W/ EPDXY GROUT (E) CMU SHEARWALL ri r ri DOWELS PER 13/S302 per arch. (5)#9 CONT. r-- -- • • • • •-------------- • • • • CONIC.• SHEARWALL 1 1 I I I I I I CONIC. BEYOND (E) CMU SHEARWALL 0 MATCH WALL HORIZ. o PER PLANLS a a a BEYOND EMBED 6" INTO (E),� 24 CMU W/ EPDXY GROUT °/�\//�\//�\//�\/ #5 x ❑ TO MATCH HORIZ. REINF. SPACING CONC. WALL PER PLAN s ,\\\\\\\\\ '/ \\ \\ \\ \ //\//\// `//\/ ADD (2)#5 AT\j/\/i��%��/��/i��/i��/\\�/\\�/\\�\\%/�� END OF WALL 15 \TG.& REINF. PER PLAN At Furring Wall 1 6 8 9 LIGHT GAGE FURRING (E) CMU WALL ABOVE &BEYOND WALL PER PLAN #3 W/ STD. HOOK, 24"oc HORIZ., 6'-0"oc VERT. BOT. TRACK CONN. (E) CMU WALL • (E) CMU WALL �____ (embed 4" in epoxy) PER 5/S701 (verify solid grouted) SLAB ON GRADE CONC. WALL & REINF. PER PLAN (2)#5 TOP PER PLAN (E) PARTIALLY GROUTED CMU (E) LIGHT GAGE WALL • #5 DOWELS AT SPACED TO MATCH VERT. RIENF. (embed 6" in WALL W/ GROUTED CELLS @ 24"oc VERT. & 48"oc HORIZ. Per arch. POUR STRIP LOCATION P I PER PLAN AT (E) CMU WALL LINE (E) CMU epoxy at (E) ftg. where occurs o hook to bottom of (N) ftg. where occurs) ; ; ; ;i DOWELS IN EPDXY � : LOCATE DOWELS IN • • CONC. CURB • (E) CONC. SLAB [____ PER 13/S302 GROUTED CELLS CUT & REMOVE AS REQ'D. (E) SLAB ON GRADE (4)#4 CONT. TOP (E) SLAB ON GRADE ADD 2 5 VERT. AT a a EA. END OF WALL, TYP. #5 VERT. DOWEL d . . . . 4 d . . . d #4 x @ 12"oc 6 CONC. WALL & 2'-0" / ° / @ 12 oc. EMBED IN / // LJ \\ (E) FOOTING: (E) CONC. 8" W/ i//% Q /� 2'-0"s x 1'-2"d q P \\ \\/�\\\�� , 6„ @ 12 REINF. PER PLAN #5 x ❑ SPACED TO \\ d \\ EPDXY GROUT /\/` /\//\ \ \ \ \ \ \ \//\� W/ (3)#5 BOT. #4 x oc ° °' ° \ » L----- //\� (embed 6 in epoxy) MATCH H ORI T REINF. / !\\��\\��\\��\\��\\��\\��\\��\\��\\��\\ 01 (4)#4 CONT. BOTTOM (E) CONC. FTG. FOR CALLOUTS / 0'�\t- (E) CONC. FTG. „ BOTTOM OF FOOTING At Planter Wall IN COMMON 2 -6 TO MATCH (E) FTG. SEE 13/S302 11 12 Foundation at Concrete Wall 13 Typical End of Concrete Wall 14 Yp 15 (E) EXTERIOR WALL I I I -1 1 36 1 #4 x ❑OWELS @ 12"oc I I I 1 24 CMU EBOY ONWOL(E) TO BE REMOVED 1 1 EMBED 4" 1 CONC. W/ INTO (E) EPDXY GROUT KEYWAY PER 5/S301 WALL NED EMBED CONC. W/ EPDXY GROUT 1 1 I (2)#4 TOP 1 I SLAB ON GRADE SLAB TO BE POURED SLAB ON GRADE I 1 PER PLAN 1 I t.o. (e) slab REMOVE 2" OF SLAB ON GRADE AT LATER DATE PER PLAN „ 3 MIN. SLAB t J i (E) FOOTING 1 1 PER PLAN •• • N r • R ' t.o. (e) slab t.o. slab2� \\\//\//\//\//\// a a \\\\//\//\/ 00 /\\/ 1 I f Per arch. .— \/\/\/\/\/ I I \ ,,,� , , , \/\/\/\/\/ 1 I `` ".�. 01 (E) FOOTING °/\ \ / / / / #3 NOSE �\ ,�\ ,�\ ,\\/\\ \\/\ /�' /\/ d \/\ ,\\ ° \\ ,\\\ /\\///\\�\\// \/ » 2 -0 sq x 1 -2 dp W/ (3)#5 BOT. FOR CALLOUTS FOR CALLOUTS IN COMMON IN COMMON SEE 17/S302 SEE 20/S302 16 17 18 19 20 STRUCTURAL ENGINEERING 2124 Third Avenue - Suite loo - Seattle, WA 98121 P:2o6.443.6212 ssfengineers.com 934 Broadway - Tacoma, WA 98402 P� 253.284.947o ssfengineers.com Copyright 2019 Swenson Say Faget - All Rights Reserved DRAWN: SJ B DESIGN: RHR CHECKED: RHR APPROVED: RHR REVISIONS: APermit Resubmittal June 24, 2022 JURISDICTIONAL APPROVAL STAMP: RESUBMITTED PROJECT TITLE: 8/23/2022 CommonUMA C WAY C ITY DEVELOPMENT Renovation 22-101385 Federal Way, WA REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING ESTRUCTURAL ®MECHANICAL ®PLUMBING [:]ELECTRICAL ® ENERGY ®ACCESSIBILITY ❑FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, ST�ATE, OR LOCAL REGULATIONS. BY: `- ` ' DATE: 09/06/22 WEST COAST CODE CONSULTANTS, INC. ARCHITECT: DONAHOU DESIGN GROUP 8383 158th Ave NE STE 250 Redmond WA 98052 PH 425.285.9992 ISSUE: Permit Documents SHEET TITLE: Concrete Details SCALE: 3/411 = 1'-011 U.N.O. DATE: April 1, 2022 PROJECT NO: 12834-2021-01 SHEET NO: (E) 8" CMU WALL (verify solid grouted) Shear Plate Schedule FACE OF SUPPORTING (E) BRICK VENEER, 41, 2- MEMBER Beam No. of Bolt Plate Weld R 1/2 W/ (4) REMOVE SECTION AS ' max. Size Bolts Size Thickness Size /4 BOLTS U REQUIRED TO INSTALL 2x BOLT 0 size per C6, W6, MC7 2 5/8"0 @ 2" SPACING 1/4" 3/16" ��N co PLATE AND REPAIR AS NEEDED ' I min. W schedule C10, W8, W10 2 5/8"0 MC8, MC9 MC10 C7 C8, C9, 1/4" 3/16" - FURRING WALL PER � (E) 8" CMU WALL W/ BEAM SIZE PER PLAN C12, C15, MC12, W12, W14 3 3 /4 1 " /4 3 " /16 - - - �I R 1/2" W/ (4)3/4"0 PLAN & X S701 / » #5 @ 24 oc VERT. =t_3 W16 �� 4 /4 1 °° /4 3 °° /16 TITEN-HD (embed 6") —Lev W18 4 3 4"� / 51s" / 14" / ��N 12" 3°°' EA. WAY TO (E) SOLID CHANNELS PER PLAN ;0 W21 4 7 g"� 3 g" 516" BEAM PER PLAN 1» GROUTED CMU WALL OR CONC. BEAM (E) 8" CMU WALL W/ 3/4"0 THRU BOLTS j ® —Lev W24 5 7/8"� 7/8»0 3/8" 3/g°° 5/16" 5/16" 12" typ. 2 6" max. � CHANNEL PER PLAN 1/4 GROUTED CELLS W27 6 2,-0„ SHEAR PLATE SIZE AND W30 7 » 7 /8 3 » /8 5 /16 LOCATE BOLTS IN 1 (2) /2 0 M.B. @ 3 oc ___ _ - _ _= 3/16 ❑2-12 ea. side BOLTS PER SCHEDULE GROUTED CELLS Lev = NOTES: - LOCATION OF SHEAR - - - - - - - -' new opening in 1 1/8 FOR 5/8 BOLTS 11/2" FOR 3/4"0 BOLTS 1. STANDARD OR SLOTTED HOLES MAY BE USED. _00 TAB MAY BE SHIFTED AS REQ'D. FOR 1/4 1 12,1 �[ 'V 1 BEARING R 1"x6"A'-3" CANOPY BEAM PER PLAN a cmu wall 13/4" FOR 7/8"0 BOLTS 2. BOLT TYPE A325N. BEAM LOCAION I I HSS COL. PER PLAN CLOSURE R 1/4" 3. R MATERIAL - A36 -ICN 3/16 4 4. SEE EXTENDED P DETAIL FOR COLUMN WEB CONNECTIONS. Section Section 3/16 I I KNIFE R 3/8"x8" ® I I AT PARTIALLY GROUTED CMU AT CONCRETE BEAM I I Typical YP Single Shear Plate Connection and 9 Schedule 2 Typical W8x10 YP Connection 3 I I 5 1» 12 typ 2'-01, AT CORNER COLUMNS LOCATE BOLTS IN KERF PLATE TO EXTEND PLATE FOR GROUTED CELLS MEET PLATE LARGER BEAM THROUGH - LOCATION OF HSS THICKNESS AS DIMENSIONS ■ MAY BE SHIFTED SPECIFIED IN —PLATE PER 2/S501 PER 2/S501 - AS REQ'D. FOR per schedule on 2/S501 2/S501 LINTEL PER PLAN BEAM LOCAION I ' new opening in EXTEND 6 PAST 1» 1» 12 12 "- Section per 2/S501 e cmu wall OPENING, EA. SIDE 4" KERF PLATE FOR F ICV AT PARTIALLY GROUTED CMU LARGER BEAM THRU ° UNLESS OTHERWISEZZ \ - SHOWN ON PLAN ❑ R 1/2" W/ (4)1/2»0 I 3/4"0 TITEN BOLTS � �N TITEN HD ANCHORS (embed 4) (E) 8" CMU WALL W/ KERF PLATE TO - I @ 48"oc (embed 6") #5 @ 24"oc VERT. BEAM SIZE PER PLAN, PLATE DIMENSIONS, THICKNESS MEET PLATE THICKNESS AS < per 2/S501 j Plate Elevation TYPICAL AND BOLTS PER 2/S501 PLATE THICKNESS AS I PROVIDE 2"0 HOLE IN SPECIFIED IN 2 S501 / - PLATE PER 2/S501 SPECIFIED IN 2/S501 L 5x3x1/4 2'-3" I I TUBE WALL FOR BOLT ACCESS AT GROUTED CMU - - - - - - - - - Beam Size TYP. x I 1 KERF PLATE OR SHEAR W/ (2)3/4"0 TITEN HD 10VCANOPY BEAM W6, W7, C6, C7 1" per 2/S501 PLATE PER PLAN VIEWS ANCHORS (embed 6") PER PLAN, ALIGN INTO (E) GROUTED CELLS W/ (E) SOLID W8, W9, C8, C9 11 2" / Plan Views (locate @ 24"oc vertically) GROUT CELLS TYP. 2" Where Lintel Terminates at Perp. Wall 3/16 Typical Beam to Beam Connection Beam to Continuous HSS Column - End or Corner 7 8 9 10 (2)3/4"0 BOLTS (4)3/4"0 BOLTS I F I I AT BEAM GAGE AT BEAM GAGE 1 I PLANE OF (E) CMU -1 I I I WALL TO BE REMOVED I I / 1 2» 12 1 I 1 0.145" 0 PAF 20ga W2 METAL PAN W/ I I I HSS COL. PER PLAN TO EA. FLUTE 31/2" NW CONC. TOPPING 1 I 1 HSS BEAM PER PLAN I I I I I I 3/16 L 2x2x316 / METAL PAN DECK PER PLAN I 1 1 1 - - - 1 - - - - - - — — — — a E GIRDER () ------------------------- ---------------- BEAM SIZE PER PLAN I d I -- 3 typ. /16 1 1 — — — — a ° ° 1 ` L3x3x /4 LEDGER ° — — — CURTAIN WALL I PER ARCH. I R 3/s"x10" W j BEARING R 1/2" - - - - - - - - - - _ _ _ a 1 W/ /2 0 TITEN HD ° a I ---_----- (2)5/8"0 W.T.S. ' I a ANCHORS @ 4'-0"oc d ma I _ AT EA. BEAM --------- ---------- COLUMN PER PLAN I 1 ' I ° ° embed 4 ( ") a HSS 3x3x3/1s ' I typ. 1 L 3x3x /4 x 0 -5 a ° ° Q d END R 3/8"x41/2"x0'-10" 3/16 1 CLIP TOP & BOT. a ° d a a (E) BEAM SEAT 3/16 Where Beam Stops Where Beam Continues 1 I (E) PRECAST BEAM (E) PRECAST 1 1 I NOTE: PRESTRESS GIRDER j i (E) HSS 6x6 BEARING PLATE THICKNESS SHALL BE 1 I HSS STRONGBACK 0 0 I El 3/4" WHERE DEPTH OF SUPPORTED I I PER PLAN MEMBER EXCEEDS 24" ;;; 1 1 „ 1 ea ea o Typical B m B Bearing n g H r Pi Column SS o e Co u p 12 1 3 L 7AX3/8 x 0'-6" (LLH)CanopySection ti n Sec o 5 3/16 I 1 I TOP & BOT. OF STRONGBACK W/ (2)5/8 0 BLIND BOLTS 1 I I TO STRONGBACK EDGE OF (E) CMU 1 WALL TO REMAIN I I I I COL. PER PLAN W/ I I I I I I 1 1 I 3/4"0 TITEN HD ANCHOR R 1/4"x4" W/ 1 I @ 48"oc (embed 6") 0 (4)1/2 0 BOLTS 1 I PROVIDE 2"0 HOLE IN I HSS WALL FOR ACCESS 11» „ (locate bolt in (e) 2 3 12 1 1 2„ 1„ L 6x3x112x5/16 x 4'-0" I -END 2 3$$'3B/OLTS 9 / ()5/ I I grouted bond beam) 3/1s 1 I W/ SDS/4x2/2 SCREWS @ 6"oc 1 I � 1 I 3/16 ---- ----- - - j - - @ 6"oc - - - - I I 1 BASE R 1/2" W/ � � I I 'O ---- — — — — (2)1/2"0 TITEN HD O II embed 4 ANCHORS ( ") 1 1 1--------- ^ I I I OVER 1/2 NON -SHRINK GROUT COL. PER PLAN W/ 3 TITEN HD ANCHORS I 1 I I 15/S501 I I 2nd floor /4"0 1 1 _ _ _ _ _ ________ @ 48"oc (embed 6") I 1 a ° d PROVIDE 2"0 HOLES IN I I 12" " 31� 12 I a ° °Q a HSS WALL FOR ACCESS 1 I I I I I I I 0 I L(E) 26 JOIST @ 24"oc Plan View I I I 44 BLKG. BTWN. (E) JOISTS TO RECEIVE SCREWS 17 (E) GIRDER & PURLIN 18 1" = 1'- b919 1" = 1'-0"16 20 Plan View - Cano End pY STRUCTURAL ENGINEERING 2124 Third Avenue - Suite loo - Seattle, WA 98121 P:2o6.443.6212 ssfengineers.com 934 Broadway - Tacoma, WA 98402 P:253.284.9470 ssfengineers.com Copyright 2019 Swenson Say Faget - All Rights Reserved DRAWN: SJ B DESIGN: RHR CHECKED: RHR APPROVED: RHR REVISIONS: APermit Resubmittal June 24, 2022 J ICTIONAL APPROVAL STAMP: RESUBMITTED PROJECT TITLE: 8/23/2022 Common§ AM (��' ' ' WAY C AM DEVELOPMENT Renovation 22-101385 Federal Way, WA REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING EDSTRUCTURAL MECHANICAL ®PLUMBING ❑ELECTRICAL ®ENERGY ®ACCESSIBILITY [-]FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,(]OR®LOCAL REGULATIONS. BY: 1 -GF' DATE:09/06/22 WEST COAST CODE CONSULTANTS, INC. ARCHITECT: DONAHOU DESIGN GROUP 8383 158th Ave NE STE 250 Redmond WA 98052 PH 425.285.9992 IS Permit Documents SHEET TITLE: Steel Framing Details SCALE: 3/4" = 1'-0" U.N.O. DATE: April 1, 2022 PROJECT NO: 12834-2021-01 SHEET NO: Section > � � PLANE OF FURRING WALL MECHANICAL UNIT a CURB AND CONN. TO I HSS PER PLAN UNIT AND FRAMING BY � OTHERS 6x BLKG. FASTEN TO 4x4 W14 BEAM PER PLAN SHEAR TAB 3 /16 — BEAM PER PLAN n (E) PRECAST GIRDER a� (E) ROOF SHEATHING (E) SUBPURLINS W/ PER 2/S501 A35 EA. SIDE 3/ E $» x18» ------------------- - _ � BRIG. R 1/2"x4"x0'-6;' W/ 17 LTP4 EA. SIDE i (2) /2 BOLTS @ 3 oc (E) SUBPURLIN IN HGR. iX EA. BLOCK Noc 3/16 (E) GL PURLIN (where occurs) EA. S DE 4 W12 BEAM PER PLAN BEAM PER PLAN BEAM PER PLAN 1 END 3 /8"x6 /2"x0'-9" ° 4 BEAM PER PLAN 3/1s 2-12 COPE BEAM FLANGE W/ (2)3/4"0 TITEN HD a IN HU HGR. EA. END COPE BOT. FLANGE ANCHORS @ 6"oc (embed 6") Section 2 3 4 5 (2)A34 TO EA. JOIST OR 2x12 BLOCKING (E) ROOF FRAMING TO BE REMOVED 2x12 RIM JOIST W/ A35 @ 24"oc (E) ROOF FRAMING TO BE REMOVED (E) JOIST DIRECTION PER PLAN 3/1s 2-12 II —SHEAR PER2/S501 L 2x2x3/16 3/1s BEAM PER PLAN LEDGER ------------------------------ ----------------------------- i E 1/2"x6" — — — — — — — - ------ / PLATE PER PLAN (E) BEAM PER PLAN (E) JOIST 2x12 RIM JOIST W/ > E 3/8"x6"xO'-6" LTP4 @ 24"oc TO (E) 2x SILL PLATE ' W/ (2)5/8 " (E) 2nd FLOOR (E) SILL PLATE PROVIDE 5/8"0 TITEN HD W.T.S. @ 3oc (E) CMU WALL (E) CMU WALL @ 48"oc (btwn. existing a.b. s @ 48 oc) W12 BEAM PER PLAN 3 /16 BEAM PER PLAN a d a a (embed 4") CONN. PER 4/S502 — — n — — —°— — — — — — — — a a — — — — — — — — — — — — — — p ° d Q 4 Q 6 7 8 9 a 4 � � (E) PRECAST GIRDER 1» 12 typ. 2,-0" 3/16 a HSS PER PLAN da LOCATE BOLTS IN GROUTED CELLS � LOCATION OF SHEAR ° t.o. canopy � TAB MAY BE SHIFTED ° per arch. BEAM PER PLAN AS REQ'D. FOR ------------ - 1111111111 a BEAM LOCAION HSS 14x6x1/4 W/ (4)1/2"0 THRD. RODS d Z (2)3/4" 0 TITEN HD ANCHORS AT BEAM GAGE ��N � a @ 48"oc (embed 6") EMBED 8" INTO CONC. � ° PROVIDE 2"0 HOLE IN HSS W/ EPDXY GROUT Ll 1/2"x11"x2'-3" BEAM PER PLAN 1„ 12 a WALL FOR BOLT INSTALL (2) BAYS 4x6 BLKG. R W/ a a BTWN. (E) JOISTS W/ I I 3/4" NON —SHRINK GROUT I I; (4)3/4" 0 TITEN HD ANCHORS SHEAR R 1/4"A" W/ 1„ 12 a (2)A35'S. INSTALL W/ @ 8" CENTERS (embed 6") (2)5/8" 0 BOLTS @ 2"oc #8 x 11/2" SCREWS TO (E) PLYWOOD �LJ SHEAR TAB CMU WALL PER PLAN GLAZING PER ARCH. `J PER 2/S501 (E) 2x6/3x6 FRAMING F I I k L I I I I I I I W14 BEAM PER PLAN 3/16 I I I L — I— — I I I j CS16 x 3'-0" 1" 2n 11 1 13 3/1s 14 15 I (E) PURLIN BEYOND 1 1 I I CAP E 3/8" 151/2"x0'-10" W/ (4) SDS /4x3 SCREWS I 2n1„ I I I I I I I � E O CMU WALL II �II I E CMU WALL I O I I IIL I I (3) sides PER PLAN 3 /16 3 L 3x3x /16 LEDGER I I PER PLAN I BOS 3 /16 I I BTWN. BEAMS W/ I I I I I BOS 316 / I I I I BEAM PER PLAN � STRONGBACK PER COL. PLAN 1/2" 0 TITEN HD ANCHORS @ 48 oc ',I CONN. PER 3/S501 I I I I I ' �° (embed 4) COL. PER PLAN �, I I I BEAM PER PLAN (E) 2nd FLOOR I L 4x4x1/4 x IDA" I I SIMPSON HYS12/68 O O O a a° a a a CLIP ANGLE I I I a �° a° a SCB411.5 EA. STUD d O O O CLIP W/ (3)#14 I � W/ (2)#4 SHOULDER �® _ _ _ SHOULDER SCREWS I I I I I SCREWS TO STUD & 3 /16 EA. STUD & I I ; j HSS STRONGBACK I I I I I I I I (3)0.157"� PAF TO BEAM FLANGE °------_— BEAM PER PLAN CMU WALL PER PLAN (4)0.148" 0 PDPAT —62KP TO BEAM I I I I I I CONN. PER 7/S501 d --------_ I I PER PLAN I I I I I I I I I I STIFF R 1/4» EA. <° OF WEB J (E) PRECASTSIDE Xz GIRDER ------------ a s I I I a A a � 38» W 2 12»� I I ° d a _ �� TITEN HD ANCHORS a (embed 4) a I I E PRECAST GIRDER a II I 17 a 1 3 1» 1„ 12 hss width 12 19 a 20 +3" STRUCTURAL ENGINEERING 2124 Third Avenue - Suite loo - Seattle, WA 98121 P:2o6.443.6212 ssfengineers.com 934 Broadway - Tacoma, WA 98402 P:253.2$4.9470 ssfengineers.com Copyright 2019 Swenson Say Faget - All Rights Reserved DRAWN: SJ B DESIGN: RHR CHECKED: RHR APPROVED: RHR REVISIONS: APermit Resubmittal June 24, 2022 JURISDICTIONAL APPROVAL STAMP: RESUBMITTED PROJECT TITLE: 8/23/2022 Common%IA16ff �� , WAY COMMUNITY DEVELOPMENT Renovation 22-101385 Federal Way, WA REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING 19STRUCTURAL ®MECHANICAL NPLUMBING ❑ELECTRICAL ®ENERGY ®ACCESSIBILITY ❑FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, ST/ATE,, Oj R®LOCAL REGULATIONS. �= BY: �" - 7:;� DATE:09/06/22 WEST COAST CODE CONSULTANTS, INC. ARCHITECT: DONAHOU DESIGN GROUP 8383 158th Ave NE STE 250 Redmond WA 98052 PH 425.285.9992 IS Permit Documents SHEET TITLE: Steel Framing Details SCALE: 1" = 1'-0" U.N.O. DATE: April 1, 2022 PROJECT NO: 12834-2021-01 SHEET NO: (2)A35 TO EA. BLOCK - _ __________________ _ o 2x BLKG. BTWN. (E) RAFTERS W/ 10d ® 4"oc o Plan View DRAG STRUT PER PLAN HDU4 EA. SIDE OF (E) CMU WALL DRAG STRUT W/ PER PLAN 5/8" 0 THRD. ROD (E) GL GIRDER (E) GL PURLIN FOR CALLOUTS IN COMMON SEE 10/S503 1 2 3 4 =_____ HDU4 EA. SIDE OF (E) PURLIN W/ 5/8" 0 THRD. ROD DBL. NUT 44 SQUASH BLOCK COL. PER PLAN I I I I 3/16 SLOT CUT COL. FLANGE FOR ROD ATTACHMENT P 1/2" 0 x3" WASHER I I I I Elevation 6 7 8 9 10 (E) CMU WALL PER PLAN (E) 2nd FLOOR TO BE REMOVED STRONGBACK a COL. PER PLAN — — — STIFF P 1/4" A" E ° EA. SIDE OF WEB a 00 44, a THRD. RODS (3) sides 3 " INTO '16 EMBED 8(E) 11 12 13 14 � � CONC. W/ a EPDXY GROUT ° a ° (E) PRECAST GIRDER a ° a A a zi a II II 1» 12 II I I Elevation 16 17 18 19 20 STRUCTURAL ENGINEERING 2124 Third Avenue - Suite loo - Seattle, WA 98121 p:2o6.443.6212 ssfengineers.com 934 Broadway - Tacoma, WA 98402 P:253.2$4.9470 ssfengineers.com Copyright 2019 Swenson Say Faget - All Rights Reserved DRAWN: SJ B DESIGN: RHR CHECKED: RHR APPROVED: RHR REVISIONS: APermit Resubmittal June 24, 2022 JURISDICTIONAL APPROVAL STAMP: RESUBMITTED PROJECT TITLE: 8/23/2022 Common II IT(F1gftW WAY C Y DEVELOPMENT Renovation 22-101385 Federal Way, WA REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING OSTRUCTURAL ®MECHANICAL ®PLUMBING ❑ELECTRICAL ®ENERGY ®ACCESSIBILITY [-]FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,�OR®LOCAL REGULATIONS. BY �-� C. DATE.09/06/22 WEST COAST CODE CONSULTANTS, INC. ARCHITECT: DONAHOU DESIGN GROUP 8383 158th Ave NE STE 250 Redmond WA 98052 PH 425.285.9992 ISSUE: Permit Documents SHEET TITLE: Steel Framing Details SCALE: 1" = 1'-0" U.N.O. DATE: April 1, 2022 PROJECT NO: 12834-2021-01 SHEET NO: A PROVIDE EC AT EA. CON (typ.) 1/2" APA R/ SHEATHING USE DBL. S MIN. @ WAL (typ.) SHEATHING BE INSTALL VERTICALLY SCREWS TO INTERMEDIP FRAMING MI t_o.c._ - SCREWS TO PANFI Fn(;F TRACK CONNECTION CONT. TOP TRACK EDGE SCREWS @ ALL JAMB, CORNER & WALL END MEMBERS SCREW ANCHORS PER SCHEDULE CONT. BOT. TRACK SHEARWALL SCHEDULE o®o©o SW MIN. STUD FASTENER SPACING TRACK CONNECTION BOTTOM TRACK O ALLOWABLE TYPE MIL. (GA.) SHEATHING AT PANEL EDGES (TOP & BOTTOM) TO CONC. BELOW CAPACITY (LSB./FT.) SW1 33 (20) 15/32" C-D PLYWOOD 6" (1) ROW #8 SCREW @ 3" 1/4" 0 TITEN HD SCREW 434 ANCHOR @ 24"oc (embed 2") 1. REFER TO GENERAL NOTES AND TYPICAL DETAILS FOR STUD FRAMING REQUIREMENTS. 2. O.S.B. SCREWS SHALL BE NO. 8x1" FLAT HEAD WITH 0.292" MINIMUM DIAMTER. 3. USE SURE -BOARD SERIES 200 STRUCTURAL PANEL (ICBO DER-5762) OR APPROVED EQUAL. SURE -BOARD SCREWS SHALL BE 6x1.25 SELF DRILLING/SELF TAPPING BUGLE HEAD SCREWS. SEE ARCHITECTURAL FOR WALL BOARD THICKNESS. 4. INSTALL SCREWS TO INTERMEDIATE FRAMING MEMBERS AT 12" U.N.O. 5. PROVIDE BLOCKING (54 MIL. MIN.) BETWEEN STUDS WHEN TOP OR BOTTOM PANEL EDGE DOES NOT BREAK ON A CONTINUOUS TRACK. EDGE SCREW PANEL TO BLOCKING. 6. COORDINATE MINIMUM STUD GAUGE REQUIREMENTS WITH BEARING WALL SCHEDULE. THE HEAVIER GAUGE GOVERNS. SHEATHING PER ARCH PROVIDE BLOCKING USING SAME MATERIAL AS STUDS @ 48"oc HORIZONTALLY AND MATCHING STRAP LOCATIONS 11/2" x 20ga CONT. STRAPS 3'-0" AND 6'-0" ABOVE FLOOR CONNECTED TO EACH STUD W/ (1)#8 SCREW AND TO EACH BLOCK W/ (4)#8 SCREWS SPACING NOT TO EXCEED 3'-0" BETWEEN POINTS OF LATERAL SUPPORT 3 (4) SCREWS READ. AT EACH BLOCK BEND WEB OF BLKG. AND CONNECT TO EACH STUD W/ (2)#8 SCREWS STUDS MUST BE FULLY SEATED AGAINST TRACK RUNNER TRACK - SAME GAGE AS STUD MINIMUM 1" WIDE FLANGES NOTES: • WHEN TRACK IS ATTACHED DIRECTLY TO STUD FLANGE, A STANDARD NO. 6 x 7/16" PAN HEAD SHEET METAL SCREW SHALL BE USED. WHEN DRYWALL COVERING, TRACK AND STUD FLANGES ARE ATTACHED AT SAME TIME, A STANDARD (MIN.) 1" LONG DRYWALL SCREW SHALL BE USED. ANY COMBINATION OF THE ABOVE METHODS MAY BE USED IN THE ERECTION OF A COMPLETED WALL ASSEMBLY. NO PUNCHOUT SHALL OCCUR WITHIN 12" FROM END OF STUD CONN. BOT. TRACK TO FLOOR W/ .145" 0 DRIVE PINS @ 4'-0"oc U.N.O. SCREW ATTACHMENT SEE NOTE BELOW Typical Top & Bottom Track at Interior Walls Metal Framing Properties Type Gauge Net Area 0.275 Ix, In.4 Sx, In. 0.332 rx, In. 400 S 162 - 33 20 0.692 1.586 400 S 162 - 43 18 0.357 0.892 0.443 1.581 400 S 162 - 54 16 0.443 1.098 0.549 1.574 Studs 400 S 162 - 68 14 0.550 1.346 0.673 1.564 600 S 162 - 33 20 0.344 1.793 0.577 2.282 600 S 162 - 43 18 0.447 2.316 0.767 2.276 600 S 162 - 54 16 0.556 2.860 0.927 2.267 600 S 162 - 68 14 0.693 3.525 1.164 2.255 800 S 162 - 33 20 0.413 3.582 0.757 2.943 800 S 162 - 43 18 0.537 4.633 1.158 2.937 800 S 162 - 54 16 0.670 5.736 1.397 2.927 800 S 162 - 68 14 0.836 7.089 1.757 2.913 Headers 800 S 162 - 54 16 0.670 5.736 1.397 2.927 800 S 162 - 68 14 0.836 7.089 1.757 2.913 An 7 Blocking where Studs Unsheathed One Side 8 MEMBER DEPTH FLANGE WIDTH (1/100 in.) DESIGNATION: 800 S 162 54 S = STUD t-MAT'L THICKNESS (mils.) T = TRACK Metal Framing Notes 1. METAL FRAMING USED SHALL CONFORM TO THE SHAPE, GRADE, SIZE, AND GAUGE SPECIFIED. DESIGNATIONS REFER TO THE UNIVERSAL DESIGNATOR SYSTEM FOR LIGHT GAUGE STEEL FRAMING MEMBERS. 2. METAL FRAMING SHALL BE GALVANIZED UNLESS OTHERWISE NOTED, CONFORMING AS FOLLOWS: 12, 14, AND 16 GAUGE ASTM A653 SQ, GRADE 50 Fy = 50ksi 18 AND 20 GAUGE ASTM A653 SQ, GRADE 33 Fy = 33ksi 3. ALL 8 AND 10 GAUGE MATERIAL SHALL CONFORM TO ASTM A36 WITH A MINIMUM YIELD OF 36,000 psi. 4. ALL BEARING STUDS SHALL BE LATERALLY SUPPORTED TO PREVENT WEAK AXIS BUCKLING BY CONNECTING EACH FLANGE TO GYPSUM WALLBOARD PER 1997 U.B.C. TABLE 25G. 5. TRACK SECTIONS SHALL BE UNPUNCHED, HAVE AT LEAST 11/4" FLANGES, AND HAVE SAME MATERIAL THICKNESS AS WALL FRAMING MEMBERS. 6. WALLS WHICH HAVE SHEATHING CONNECTED ON ONE SIDE ONLY SHALL HAVE UNSHEATHED FLANGES LATERALLY SUPPORTED PER 10/S4.1 7. WELDING OF COLD -FORMED METAL FRAMING SHALL CONFORM TO AWS D1.3 AND SHALL BE PERFORMED BY WELDERS QUALIFIED TO PRODUCE THE SPECIFIED CLASSES OF WELD. 11 12 13 Metal Framing p Notes & Properties 14 16 17 18 19 1 1/2"x1 1/2" ANGL SAME GAGE AS LENGTH = STUL LESS 1" STUD PER PLAN OR DETAILS RUNNER TRACK SAME GAGE AS MINIMUM 1" WI FLANGES SHOOT (2)5/32''Y UI\IVL I IIIJ THRU EACH ANGLE INTO CONC. AT STEEL TRACK ONLY CONDITION USE (3)NO. 8 SCREWS BS SHALL BEAR TRACK WEBS )T. TRACK Z W/.145" O AS @ U.O.N. 0.10 SCREWS TO ANGLE TO WEB Typical Top & Bottom Track at Exterior Walls NON -LOAD BEARING EXTERIOR WALLS ALLOWABLE NON -LOAD BEARING PARTITION HEIGHT MIL (GA.) 350 362 400 550 600 800 33 (20) 11'-10" 12'-2" 13'-1" 16'-10" 187-0" 22'-8" 43 (18) 12'-10" 13'-3" 14'-3" 18'-4" 19'-7" 24'-9" 54 (16) 13'-9" 14'-2" 15'-3" 19'-8" 21'-1" 26'-7" 68 (14) 14'-9" 15-2" 16'-4" 21'-1" 22'-7" 28'-6" 97 (12) -- -- -- -- 25'-0" 311-8" NON -LOAD BEARING INTERIOR WALLS ALLOWABLE NON -LOAD BEARING PARTITION HEIGHT MIL (GA.) 350 362 400 550 600 18 (25) 12'-0" 15'-1" 16'-2" -- -- 33 (20) 15'-1" 19'-6" 21'-8" 30'-1" -- 43 (18) 16'-5" 21'-3" 23'-8" 32'-10" 41'-8" 54 (16) -- 22'-9" 25'-4" 35'-2" 44'-9" 68 (14) -- 24'-4" 27'-1" 37'-8" 48'-0" NOTES: 1. HEIGHTS ARE BASED ON ICBO ES EVALUATION REPORT NO. 4943-P, (STEEL STUD MANUFACTURERS ASSOCIATION, SSMA). 2. MAXIMUM STUD SPACING IS 16"oc. 3. EXTERIOR STUDS TO BE S162 MINIMUM (15/8" flanges). INTERIOR STUDS TO BE S125 MINIMUM (11/4" flanges). 4. EXTERIOR STUD HEIGHTS BASED ON UNIFORM LATERAL LOAD OD 15 PSF AND A MAXIMUM DEFLECTION OF L/240. 5. INTERIOR STUD HEIGHTS BASED ON UNIFORM LATERAL LOAD OF 5 PSF AND A MAXIMUM DEFLECTION OF L/120. 6. ALLOWABLE HEIGHTS ARE BASED ON CONTINUOUS LATERAL SUPPORT OVER THE ENTIRE LENGTH OF BOTH STUD FLANGES. FLANGE SUPPORT IS PROVIDED BY GWB OR BRIDGING @ 48"oc MAXIMUM. GWB SHALL BE CONNECTED TO STUD FLANGES PER 1997 UBC TABLE 25G OR 25H. 7. DESIGNATION: 600 S 162 - 54 1 MATERIAL THICKNESS (MLS) DEPTH FLANGE WIDTH STYLE 8. METAL FRAMING SHALL BE GALVANIZED UNLESS OTHERWISE NOTED. ALL HEIGHTS BASED ON 33 KSI YIELD STRENGTH STEEL. 9. WELDING OF COLD -FORMED METAL FRAMING SHALL CONFORM TO AWS D1.3 AND SHALL BE PERFORMED BY WELDERS QUALIFIED TO PRODUCE THE SPECIFIC CLASSES OF WELDS. Non -Load Bearing Metal Framing Notes & Properties REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING IKSTRUCTURAL MECHANICAL ®PLUMBING ❑ELECTRICAL ®ENERGY ®ACCESSIBILITY [-]FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. BY: �''^"'- -�- --p DATE: 09/06/22 WEST COAST CODE CONSULTANTS, INC. 5 15 20 STRUCTURAL ENGINEERING 2124 Third Avenue - Suite loo - Seattle, WA 98121 p:2o6.443.6212 ssfengineers.com 934 Broadway - Tacoma, WA 98402 P:253.284.9470 ssfengineers.com Copyright 2019 Swenson Say Faget - All Rights Reserved DRAWN: SJ B DESIGN: RHR CHECKED: RHR APPROVED: RHR REVISIONS: APermit Resubmittal June 24, 2022 JURISDICTIONAL APPROVAL STAMP: RESUBMITTED PROJECT TITLE: i3 / L .3 / L U L L Common II IT(F1gftW WAY C Y DEVELOPMENT Renovation 22-101385 Federal Way, WA ARCHITECT: DONAHOU DESIGN GROUP 8383 158th Ave NE STE 250 Redmond WA 98052 PH 425.285.9992 IS Permit Documents SHEET TITLE: Light Gage Details 3/4" = 1'-0" U.N.O. DATE: April 1, 2022 PROJECT NO: 12834-2021-01 SHEET NO: S701 S/H2.5 EA. STUD #8 SCREWS @ 6"oc I S/H2.5 EA. STUD -------- JOIST PER PLAN I JOIST PER PLAN BLKG. BTWN. UDS W/ #8 BT SCREWS @ 6"oc --- -- -------------------------------------- ---- --- ------I ----------- ---- 11 1 /2x1 /2x16ga W/ ------------------------------- - ° --------------- _____ I__ ------------ Pn ----- -- --- L 11 2x11 2x16 a WL 10 SCREWS EA. LEG 4 10 SCREWS EA. LEG4 O#„ S/H2.5 EA. JOIST 60OS162 43 @ 16 oc 60OS162 43 @ 16 oc S162 43 @ 16 oc 80OT150-43 TRACK SHEATHE & SCREW '�, �� SHEATHE & SCREW �� SHEATHE & SCREW 800T150-43 LEDGER �� 60OS162— 43 @ 16"oc W 4 10 SCREWS / O# PER SW 1 � � „ 4— LENGTH PER 0 LENG E � » 4— LENGTH P 0 LEG PER �� W 4 10 SCREWS � / O# SHEATHE &SCREW TO EA. STUD — SW1 EVERY 12' 0" — SW1 EVERY 12' 0" TO EA. STUD » 8 —0 LENGTH PER SW1 ' E CMU WALL () OF WALL LENGTH OF WALL LENGTH PER PLAN — 43 800S162 600S162-43 @ 24„ oc C62 F — 97 SIMPSON 5 / @16oc 4 14 R j W SCREWS � n F E 2 d FLOOR � � �� 00 1 4 6 S 62 3 LEDGER — 600T 43 W 3 8 / O# „ EA. STUD & (2) /4 � i � I j I j '� 1 40 TT W 2 TITEN SCREWS A. STUD E E j TITEN HD ANCHORS a ------------------------------------------ H D ANCHORS @ 24"oc _________________ TO (E) CONC. I o a I� — — — — — — — i L 11/2x11/2x18ga W/ , 1000T150-43 TOP (3)#10 SCREWS EA. LEG & BOT. TRACKS W/ � a a a a '�, '�, SIMPSON FC62-5 97 / (2)#10 SCREWS @ 12"oc W/ (4)#14 SCREWS o 0 GLAZING PER ARCH. CD a (E) CMU WALL EA. STUD & (2)1/4" 0 (E) CMU WALL a TITEN HD ANCHORS TO (E) GROUTED CELLS LOCATE CLIPS @ 8 —0 oc VERTICALLY a g j ' ° (E) PRECAST GIRDER IFOR CALLOUTS 1000S162-43 @ 24"oc a IN COMMON 1000S162-43 @ 24"oc SEE 18/S50243 I a ° zn a ; (E) GIRDER & PURLIN a a PER PLAN I j (E) CMU WALL TO ; I I BE REMOVED I I FOR CALLOUTS FOR CALLOUTS IN COMMON IN COMMON SEE 7/S702 SEE 10/S702 6 7 8 9 10 #8 SCREWS @ 6"oc JOIST PER PLAN j LIGHT GAGE STUD --- ----- PER PLAN - -- -- --- #10 SCREWS @ 6"oc S/H2.5 EA. JOIST TO BLKG. BTWN. JOISTS 80OT150-43 BOT. 60OS162-43 STUDS TRACK, CONN. SHEATHE & SCREW PER 5/S701 PER SW1 2x10 JOIST SISTERED TO (E) 2x6 LS70 TO (E) PURLIN (E) GL 51/8x15 PURLIN (E) PURLIN OR 410 11 12 13 14 15 BLKG. BTWN. JOISTS W/ #8 SCREWS @ 6"oc 800T150-43, TYP. . ------------- -'------- 800S162-43 @ 24"oc j SISTER TO STUD W/ (6)#10 SCREWS REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING 9STRUCTURAL 2gMECHANICAL ®PLUMBING [-]ELECTRICAL ®ENERGY SACCESSIBILITY []FIRE 60OS162-43 @ 24"oc PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, O� R®LOCAL REGULATIONS. i BY: ^� -L<<'' DATE:09/06/22 WEST COAST CODE CONSULTANTS, INC. PROVIDE BLKG. BTWN. STUDS @ 6'-0"oc VERTICALLY SIMPSON FC62-5/97 W/ (4)#14 SCREWS EA. STUD & (2)1/4" 0 TITEN HD ANCHORS TO (E) GROUTED CELLS (E) CMU WALL LOCATE CLIPS @ 8'—O"oc MAX. VERTICALLY (provide FCB411.5 where stud is held off wall at 12"ov 16 17 18 19 architectural pilasters) 20 STRUCTURAL ENGINEERING 2124 Third Avenue - Suite loo - Seattle, WA 98121 p:2o6.443.6212 ssfengineers.com 934 Broadway - Tacoma, WA 98402 P:253.284.9470 ssfengineers.com Copyright 2019 Swenson Say Faget - All Rights Reserved DRAWN: SJ B DESIGN: RHR CHECKED: RHR APPROVED: RHR REVISIONS: APermit Resubmittal June 24, 2022 JURISDICTIONAL APPROVAL STAMP: RESUBMITTED PROJECT TITLE: 8/23/2022 Common§ AM (�� ' ' WAY C AM DEVELOPMENT Renovation 22-101385 Federal Way, WA ARCHITECT: DONAHOU DESIGN GROUP 8383 158th Ave NE STE 250 Redmond WA 98052 PH 425.285.9992 ISSUE: Permit Documents SHEET TITLE: Light Gage Details SCALE: 1" = 1'-0" U.N.O. DATE: April 1, 2022 PROJECT NO: 12834-2021-01 SHEET NO: COMMISSIONING REQUIREMENTS MECHANICAL BASIS OF DESIGN MECHANICAL GENERAL NOTES HVAC LEGEND DESIGN WEST ENGINEERING MECHANICAL • ELECTRICAL • ENERGY CONSULTANTS 1. A BUILDING COMMISSIONING PROCESS LED BY A CERTIFIED COMMISSIONING PROFESSIONAL SHALL BE COMPLETED FOR MECHANICAL SYSTEMS IN ACCORDANCE WITH THE NEW YORK CITY ENERGY CODE. 2. A COMMISSIONING PLAN SHALL BE DEVELOPED BY THE PROJECT'S CERTIFIED COMMISSIONING PROFESSIONAL AND SHALL OUTLINE THE ORGANIZATION, SCHEDULE, ALLOCATION OF RESOURCES, AND DOCUMENTATION REQUIREMENTS OF THE COMMISSIONING PROCESSES. THE COMMISSIONING PLAN SHALL INCLUDE THE FOLLOWING: A. A NARRATIVE DESCRIPTION OF THE ACTIVITIES THAT WILL BE ACCOMPLISHED DURING EACH PHASE OF COMMISSIONING, INCLUDING THE PERSONNEL INTENDED TO ACCOMPLISH EACH OF THE ACTIVITIES. B. ROLES AND RESPONSIBILITIES OF THE COMMISSIONING TEAM, INCLUDING STATEMENT OF QUALIFICATIONS OF THE COMMISSIONING PROFESSIONAL. C. A SCHEDULE OF ACTIVITIES INCLUDING SYSTEMS TESTING, AND VERIFICATION OF THE BUILDING DOCUMENTATION REQUIREMENTS IN WSEC SECTION C103.6. D. WHERE THE CERTIFIED COMMISSIONING PROFESSIONAL IS AN EMPLOYEE OF ONE OF THE REGISTERED DESIGN PROFESSIONALS OF RECORD OR AN EMPLOYEE OR SUBCONTRACTOR OF THE PROJECT CONTRACTOR, AN IN-HOUSE COMMISSIONING DISCLOSURE AND CONFLICT MANAGEMENT PLAN SHALL BE SUBMITTED WITH THE COMMISSIONING PLAN. E. A LISTING OF THE SPECIFIC EQUIPMENT< APPLIANCES OR SYSTEMS TO BE TESTED AND A DESCRIPTION OF THE TESTS TO BE PERFORMED. F. FUNCTIONS TO BE TESTED. G. CONDITIONS UNDER WHICH THE TEST WILL BE PERFORMED. H. MEASURABLE CRITERIA FOR PERFORMANCE. 3. A FINAL COMMISSIONING REPORT SHALL BE COMPLETED AND CERTIFIED BY THE CERTIFIED COMMISSIONING PROFESSIONAL AND DELIVERED TO THE BUILDING OWNER OR OWNER'S AUTHORIZED AGENT. THE REPORT SHALL BE ORGANIZED WITH MECHANICAL, LIGHTING, SERVICE WATER HEATING AND METERING FINDINGS IN SEPARATE SECTIONS TO ALLOW INDEPENDENT REVIEW. THE REPORT SHALL RECORD THE ACTIVITIES AND RESULTS OF THE COMMISSIONING PROCESS AND BE DEVELOPED FROM THE FINAL COMMISSIONING PLAN WITH ALL OF ITS ATTACHED APPENDICES. THE REPORT SHALL INCLUDE: A. RESULTS OF FUNCTIONAL PERFORMANCE TESTS. B. DISPOSITION OF DEFICIENCIES FOUND DURING TESTING, INCLUDING DETAILS OF CORRECTIVE MEASURES USE OR PROPOSED. C. FUNCTIONAL PERFORMANCE TEST PROCEDURES USED DURING THE COMMISSIONING PROCESS INCLUDING MEASURABLE CRITERIA FOR TEST ACCEPTANCE, PROVIDED HEREIN FOR REPEATABILITY. 4. PRIOR TO THE FINAL MECHANICAL INSPECTION OR OBTAINING A CERTIFICATE OF OCCUPANCY, THE CERTIFIED COMMISSIONING PROFESSIONAL OR APPROVED AGENCY SHALL PROVIDE EVIDENCE OF SYSTEMS COMMISSIONING AND COMPLETION OF THE REQUIREMENTS LISTED ABOVE. COPIES OF ALL DOCUMENTATION SHALL BE GIVEN TO THE OWNER AND MADE AVAILABLE TO THE CODE OFFICIAL UPON REQUEST. 5. THE COMMISSIONING PROCESS SHALL MINIMALLY INCLUDE ALL ENERGY CODE REQUIREMENTS FOR WHICH THE CODE STATES THAT EQUIPMENT OR CONTROLS SHALL "BE CAPABLE OF" OR "CONFIGURED TO" PERFORM SPECIFIC FUNCTIONS. 6. HVAC SYSTEMS SHALL BE BALANCED IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING STANDARDS. AIR RATES SHALL BE MEASURED AND ADJUSTED TO DELIVER FINAL FLOW RATES WITHIN THE TOLERANCES PROVIDED IN THE PROJECT SPECIFICATIONS. EACH SUPPLY AIR OUTLET AND ZONE TERMINAL DEVICE SHALL BE EQUIPPED WITH MEANS FOR AIR BALANCING IN ACCORDANCE WITH THE REQUIREMENTS OF CHAPTER 6 OF THE INTERNATIONAL MECHANICAL CODE. 7. FUNCTIONAL PERFORMANCE TESTING SHALL BE CONDUCTED. WRITTEN PROCEDURES WHICH CLEARLY DESCRIBE THE INDIVIDUAL SYSTEMATIC TEST PROCEDURES, THE EXPECTED SYSTEMS' RESPONSE OR ACCEPTANCE CRITERIA FOR EACH PROCEDURE, THE ACTUAL RESPONSE OR FINDINGS, AND ANY PERTINENT DISCUSSION SHALL BE FOLLOWED. TESTING SHALL AFFIRM OPERATION DURING ACTUAL OR SIMULATED WINTER AND SUMMER DESIGN CONDITIONS AND DURING FULL OUTSIDE AIR CONDITIONS. EQUIPMENT FUNCTION PERFORMANCE TESTING SHALL DEMONSTRATE THE INSTALLATION AND OPERATION OF COMPONENTS, SYSTEMS, AND SYSTEM -TO -SYSTEM INTERFACING RELATIONSHIPS IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS SUCH THAT THE OPERATION, FUNCTION, MAINTENANCE SERVICEABILITY FOR EACH OF THE COMMISSIONED SYSTEMS IS CONFIRMED. TESTING SHALL INCLUDE ALL MODES AND SEQUENCE OF OPERATION, INCLUDING UNDER FULL -LOAD, PART -LOAD AND EMERGENCY CONDITIONS. 8. HVAC CONTROL SYSTEMS SHALL BE TESTED TO DOCUMENT THAT CONTROL DEVICES, COMPONENTS, EQUIPMENT, AND SYSTEMS ARE CALIBRATED AND ADJUSTED AND OPERATE IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. SEQUENCE OF OPERATION SHALL BE FUNCTIONALLY TESTED TO DOCUMENT THEY OPERATE IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. A. PROJECT CLIMATE ZONE: KING COUNTY, ZONE 4C 1. INDOOR DESIGN CONDITIONS ( PER 2018 WSEC): 72°F FOR COOLING. 2. EXTERIOR DESIGN CONDITIONS (PER 2018 WSEC, APPENDIX C): 24°F FOR HEATING, 83°F FOR COOLING. B. BUILDING ENVELOPE: 1. SEE ARCHITECTURAL FOR ENVELOPE INFORMATION. C. DUCTWORK DESIGN CRITERIA (MAXIMUM ALLOWABLE AIR PRESSURE DROPS AND AIR VELOCITIES) TO MEET HIGH EFFICIENCY OPERATION WITH MINIMAL ACOUSTICAL NOISE. DUCT STATIC PRESSURE FRICTION LOSS SHALL NOT EXCEED 0.2" PER 100 FEET IN MECHANICAL ROOMS AND SHAFTS. LOW PRESSURE SUPPLY AND EXHAUST DUCT STATIC PRESSURE FRICTION LOSS BASED ON A MAXIMUM OF 0.08" PER 100 FEET. LOW PRESSURE RETURN DUCT STATIC PRESSURE FRICTION LOSS BASED ON A MAXIMUM OF 0.05" PER 100 FEET. MEDIUM PRESSURE DUCTWORK SHALL NOT EXCEED MAXIMUM VELOCITY AS LISTED BELOW. D. COMMON SPACES MECHANICAL EQUIPMENT: 4. HEATING AND COOLING SHALL BE PROVIDED BY CARRIER RTU SYSTEMS 5. SUITE M7D VENTILATION SHALL BE PROVIDED BY FUTURE TENANT. FUTURE RESTAURANT TENANT EXEMPT FROM DOAS REQUIREMENT, PER 2018 IMC/WSEC REQUIREMENTS. VENTILATION SHALL BE PROVIDED BY CARRIER RTU. 6. UNOCCUPIED CORRIDOR SPACE HEATING PROVIDED BY GRAINGER UH, TO CREATE SEMI -CONDITIONED SPACE. 7. THERMOSTATS SHALL BE 7-DAY PROGRAMMABLE THERMOSTATS. 8. SCOPE IS LAND LORD SHELL AND CORE, FUTURE TENANT IMPROVEMENT REQUIRED FOR OCCUPANCY. 1. THE TOTAL INSTALLATION SHALL COMPLY WITH ANY AND ALL REQUIREMENTS OF THE LEGALLY CONSTITUTED AUTHORITIES HAVING JURISDICTION INCLUDING 2018 IBC (INTERNATIONAL BUILDING CODE) WITH WASHINGTON STATE AMENDMENTS, 2018 IMC/UPC (INTERNATIONAL MECHANICAL CODE AND UNIFORM PLUMBING CODE) AND THE 2018 WASHINGTON STATE ENERGY CODE. 2. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS UNDER WHICH HE WILL BE REQUIRED TO WORK. 3. ALL INDICATED DIMENSIONS ARE APPROXIMATE AND ARE GIVEN FOR ESTIMATE PURPOSES ONLY. BEFORE PROCEEDING WITH THE WORK THIS CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS, SIZES, REQUIRED CLEARANCES AND SHALL ASSUME FULL RESPONSIBILITY FOR THE FITTING OF ALL EQUIPMENT AND MATERIALS HEREIN REQUIRED TO OTHER PARTS OF THE WORK OF OTHER TRADES. DUCT DIMENSIONS SHOWN ON PLANS ARE NET INSIDE CLEAR. 4. THE DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC TO THE EXTENT THAT ALL OFFSETS, BENDS, SPECIAL FITTINGS AND LOCATIONS ARE NOT EXACTLY LOCATED. ALL DUCTWORK DIMENSIONS SHOWN ON THE DRAWINGS ARE NET INSIDE DIMENSIONS. DO NOT FABRICATE DUCTWORK FROM THESE DRAWINGS. THE MECHANICAL CONTRACTOR IS RESPONSIBLE FOR SUPPLYING SHOP DRAWINGS WHICH REFLECT THE PROPOSED INSTALLATION. THE SHOP DRAWINGS MUST BE APPROVED BY THE ENGINEER PRIOR TO ANY SHEET METAL FABRICATION. THE MECHANICAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ACCURATE AS -BUILT DRAWINGS AT THE COMPLETION OF THE PROJECT AND SUBMITTING THEM TO THE ENGINEER AND OWNER. 5. IN THE PREPARATION OF THESE DOCUMENTS, CERTAIN ASSUMPTIONS ARE MADE REGARDING EXISTING CONDITIONS. SOME OF THESE ASSUMPTIONS MAY NOT BE VERIFIABLE WITHOUT EXPENDING ADDITIONAL SUMS OF MONEY OR DESTROYING OTHERWISE ADEQUATE OR SERVICEABLE PORTIONS OF EXISTING BUILDINGS AND/OR EQUIPMENT. THEREFORE, THE ENGINEER SHALL NOT BE HELD RESPONSIBLE FOR ANY CHANGES OR ADDITIONAL COSTS INCURRED DUE TO EXISTING CONDITIONS. 6. THE CONTRACTOR SHALL COMPLY WITH ALL CONTRACT DOCUMENTS IN LAYING OUT HIS WORK AND EQUIPMENT. HE SHALL COORDINATE THE WORK OF THIS SECTION WITH THE WORK OF OTHER TRADES AND ALL JOB CONDITIONS. 7. THE INSTALLATION OF ACCESS PANELS OR OTHER INDICATING EQUIPMENT OR SPECIALTIES REQUIRING READING, ADJUSTMENT, INSPECTION, REPAIRS, REMOVAL OR REPLACEMENT SHALL BE CONVENIENTLY LOCATED WITH REFERENCE TO THE FINISHED BUILDING. 8. WHERE MATERIAL IS SHOWN ON THE DRAWINGS BUT NOT SPECIFIED, IT SHALL BE OF THE SAME TYPE AND QUALITY AS EXISTING MATERIAL. 9. PROVIDE MANUAL VOLUME DAMPERS AT UPSTREAM PORTION OF ALL TERMINAL AIR BRANCHES. THESE SHALL BE OF THE LOCKING QUADRANT TYPE. WHERE LOCATED OVER SLOPED OR HARD CEILINGS, PROVIDE DURO-DYNE ANGLE GEAR DRIVE OR BOWDEN CABLE CONTROL SYSTEM OR PROVIDE UNITED ENERTECH POWER/BALANCE SYSTEM. REMOTE PLATE LOCATIONS TO BE LOCATED AS DETERMINED BY ARCHITECT. 10. PROVIDE MINIMUM 1" ACOUSTICAL LINING IN ALL DUCTWORK WITHIN 10 FEET OF ALL AIR MOVING EQUIPMENT. PROVIDE DURO-DYNE FLEXIBLE CONNECTION AT ALL DUCT AT EQUIPMENT LOCATIONS. 11. DUCTS IN AN UNCONDITIONED SPACE OR EXTERIOR DUCT WORK SHALL HAVE A R-8 INSULATION. ALL EXTERIOR DUCTS SHALL HAVE INTERNAL DUCT INSULATION. 12. WHERE NOT SPECIFICALLY INDICATED OTHERWISE, ALL DUCTWORK AND EQUIPMENT SHALL BE SUPPORTED PER THE SMACNA GUIDELINES FOR SEISMIC RESTRAINT AND CURRENT APPLICABLE UNIFORM MECHANICAL CODE. 13. TESTING, ADJUSTING, AND BALANCING (TAB) OF THE AIR CONDITIONING SYSTEMS AND RELATED ANCILLARY EQUIPMENT WILL BE PERFORMED BY A CERTIFIED, INDEPENDENT THIRD PARTY, AABC AGENCY PROCURED BY THE MECHANICAL CONTRACTOR. A COMPLETE AIR BALANCE REPORT TO BE SUBMITTED TO THE ADMINISTRATIVE AUTHORITY AND TO THE MECHANICAL ENGINEER AND APPROVED PRIOR TO OCCUPANCY. 14. AIR HANDLING DUCT SYSTEMS SHALL BE CONSTRUCTED, INSTALLED AND INSULATED AS PROVIDED IN CHAPTER 6 OF 2018 IMC. 15. MATERIALS EXPOSED WITHIN DUCTS OR PLENUMS SHALL BE NONCOMBUSTIBLE OR SHALL HAVE FLAME SPREAD INDEX NOT GREATER THAN 25 AND A SMOKE DEVELOPED INDEX NOT GREATER THAN 50 (2018 IMC SECTION 602.2). 16. UNLESS OTHERWISE STATED, MAXIMUM LENGTH FOR FLEXIBLE DUCTWORK SHALL NOT EXCEED FIVE FEET (5-0"). ALUMINUM FLEX DUCTWORK WILL NOT BE ALLOWED ON ANY PORTION OF THE DUCTWORK SYSTEM. 17. ANY SUBSTITUTION MADE BY THE CONTRACTOR THAT IS DIFFERENT FROM WHAT IS SPECIFIED ON THE DRAWINGS SHALL BE CLEARLY INDICATED ON THE SUBMITTAL AS TO ALL THAT IS BEING SUBSTITUTED. 18. THERMOSTATS SHALL BE 7-DAY PROGRAMMABLE AND SHALL COMPLY WITH THE 2018 WASHINGTON STATE ENERGY CODE. APPLICABLE CODES 1. BUILDING CODE: 2018 INTERNATIONAL BUILDING CODE WITH WASHINGTON STATE AMENDMENTS 2. PLUMBING CODE: 2018 UNIFORM PLUMBING CODE WITH WASHINGTON STATE AMENDMENTS 3. MECHANICAL CODE: 2018 INTERNATIONAL MECHANICAL CODE WITH WASHINGTON STATE AMENDMENTS 4. ELECTRICAL CODE: 2020 NATIONAL ELECTRICAL CODE (NFPA 70 - 2020) INC. ANNEX A, B, AND C 5. FIRE/LIFE SAFETY: 2018 INTERNATIONAL FIRE CODE WITH WASHINGTON STATE AMENDMENTS 6. ADA AND ACCESSABILITY GUIDELINES (LATEST EDITION) 7. ASME Al7.1 SAFETY CODE FOR ELEVATORS AND ESCALATORS 8. ENERGY: 2018 WASHINGTON STATE ENERGY CODE COMMERCIAL ELECTRICAL HEATER SCHEDULE TAG MANUFACTURER HEATING TOTAL ELECTRICAL OPER. WT. REMARKS (SEE EQUIPMENT NOTES BELOW) & MODEL NO. (MBH) (LBS) AMPS WATTS V-PH-Hz RHCADET 1 RMC151W 3,415 8.3 1,000 120V-10-6OHz 9.0 O RH 2 CADET RMC151W 3,415 8.3 1,000 120V-10-6OHz 9.0 1O EQUIPMENT NOTES: 1O BUILT-IN THERMOSTAT ROOFTOP GAS -ELECTRIC A/C UNIT SCHEDULE TAG MANUFACTURER & AREA FAN SYSTEM MINIMUM DESIGN COOLING CONDITION FILTER HEATING CAPACITY (MBH) REFRIG UNIT ELECTRICAL POWER EXHAUST ELECTRCIAL AREA SMOKE DETECTOR FOR OPERWT WITH . ACCESSORIES ANCHORAGE DETAIL REMARKS MODEL N0. SERVED OSA ENTERING DB/WB SENSIBLE (MBH) TOTAL (MBH) IEER/EER TYPE SHUTDOWN (LBS) REFERENCE SEE EQUIPMENT NOTES BELOW ( ) CFM ESP DRIVE HP BHP INPUT OUTPUT AFUE V-PH-HZ MCA MOCP V-PH-HZ MCA MOCP AC ¢ CARRIER 48 GCEM06A2D6-6UOAO SUITE M7D 2,000 1.0 BELT 1.50 1.33 0 O7 74°F 48.3 63.0 EER: 13.0 SEER: 16.1 MERV-8 82.0/110.0 65.0/88.0 80% R-41OA 48OV-30-60 13 15 480V-30-60 3.5 6.3 Y 618 UNIT 191 PWR EXHJECON. 140 ROOF CURB M2.1 � O O O O 10 11 61°F 949 TOTAL AC 5 CARRIER 48 GCEM06A2D6-6UOA0 SUITE M7D 2,000 1.0 BELT 1.50 1.33 Q O7 74°F 48.3 63.0 EER: 13.0 SEER:16.1 MERV 8 82.0/110.0 65.0/88.0 ° 80 /° R 410A 480V 317160 13 15 480V 3!D 60 3.5 6.3 Y 618 UNIT 191 PWR EXHJECON. 140 ROOF CURB M2.1 1 3 4 7 10 11 O O O O O O 61°F 949 TOTAL AC 6 CARRIER 48FCDM08A2D6-6UOA0 SUITE M7D 3,000 1.0 BELT 2.00 1.85 0 O ° 74 F 66.02 90.47 EER: 11.2 IEER: 15.0 MERV 8 125.0 103.0 ° 82 /° R 410A 480V 3O 60 19 20 480V 3PJ 60 1.9 3.4 Y 743 UNIT 259 PWR EXHJECON. 140 ROOF CURB 1 M2.1 1 3 4 7 10 11 O O O O O O 61°F 1,142 TOTAL AC � CARRIER 48FCDM08A2D6-6UOA0 SUITE M7G 3,000 1.0 BELT 2.00 1.85 1,100 79.8°F 66.02 90.47 EER: 11.2 IEER: 15.0 MERV-8 125.0 103.0 82% R-410A 480V-3P1-60 19 20 480V-3l71-60 1.9 3.4 Y 743 UNIT 259 PWR EXH./ECON. 140 ROOF CURB 1 M2.1 1 3 4 5 6 10 11 O O O O O O O 62 9°F 1,142 TOTAL AC $ CARRIER 48FCDM08A2D6-6UOA0 SUITE M7G 3,000 1.0 BELT 2.00 1.85 1,100 79.8°F 66.02 90.47 EER: 11.2 IEER: 15.0 MERV-8 125.0 103.0 82% R-410A 480V-3171-60 19 20 480V-3lD-60 1.9 3.4 Y 743 UNIT 259 PWR EXH./ECON. 140 ROOF CURB 1 M2.1 1 3 4 5 6 10 11 O O O O O O O 62 9°F 1,142 TOTAL NOTE: 1O 14" ROOF CURB WITH ACOUSTIC LINED O FACTORY INSTALLED CORROSION O UNIT TO RECEIVE SUPPLY DRIVE KIT #2 O PER 2018 WSEC ALL VENTILATION TO BE O PROGRAMMABLE T-STATS WITHIN 50 FT OF 10 INTEGRATED, FULLY MODULATING POWER SHEET METAL DUCT DROP PROTECTION (EPDXY COATING) (632-875 RPM) PROVIDED BY SEPARATE DOAS WITH FAN COIL ECONOMIZER W/ DRY BULB CONTROL 2 UNIT TO RECEIVE SUPPLY DRIVE KIT #1 4 ENSURE DUCTWORK IS CAPPED 24" O FUTURE RESTAURANT TENANT EXEMPT FROM ENERGY RECOVERY TO BE A PART OF THE O DUCT SMOKE DETECTOR 11 FULLY MODULATING POWER EXHAUST FUTURE TI SCOPE BY TENANT (590-890 RPM) BELOW CEILING DOAS REQUIREMENT, PROVIDED WITH MINIMUM VENTILATION PER 2018 IMC/WSEC REQUIREMENTS �1LTA 11011 SQ., RECT. OR ROUND DUCT AS NOTED DUCT WITH ACOUSTICAL LINER EXIST. DUCT OR EQUIP. TO REMAIN n" EXIST. DUCT OR EQUIP. TO BE REMOVED !L FLEXIBLE DUCT ® CD CEILING DIFFUSER, SUPPLY CR / CE CEILING REGISTER, RETURN & EXHAUST SD/SR SIDE WALL DIFFUSER & SIDE WALL REGISTER SECTION THROUGH DUCT DUCT DOWN E=1 SQUARE TO ROUND TRANSITION DUCT ACCESS DOOR Q___ DUCT WITH TURNING VANES DETAIL No. DETAIL REFERENCE SHEET No. A M-1 SECTION REFERENCE EQUIPMENT EQUIPMENT REFERENCE ID. No. 1 SFD COMBINATION SMOKE / FIRE DAMPER 0 / MVD MANUAL VOLUME DAMPER OBD OPPOSED BLADE DAMPER PARALLEL DAMPER T'STAT THERMOSTAT CO2SENSOR CO2SENSOR HO--I HUMIDISTAT BD BACK DRAFT DAMPER SWITCH TC TIME CLOCK DUCT MOUNTED SMOKE DETECTOR ®S REMOTE SENSOR A.F.F. ABOVE FINISHED FLOOR CFM CUBIC FEET OF AIR PER MINUTE CFMS CFM SUPPLY CFMR CFM RETURN CFME CFM EXHAUST O.S.A. OUTSIDE AIR (N) NEW (E) OR EXIST. EXISTING 30/10 INDICATES OVAL DUCT (INCHES) 30X10 INDICATES SQUARE DUCT (INCHES) 100 INDICATES ROUND DUCT (INCHES) P.O.0 POINT OF CONNECTION P.O.D. POINT OF DEMOLITION - MOTORIZED DAMPER - - - -DX - - - - REFR. REFRIGERANT LINES MECHANICAL SHEET INDEX SHEET NUMBER SHEET TITLE MO.1 MECHANICAL LEGEND NOTES & SCHEDULES M1.1 MECHANICAL FIRST FLOOR PLAN M1.2 MECHANICAL ROOF PLAN M2.1 MECHANICAL DETAILS ANCHORAGE AND BRACING NOTES 1. PIPES, DUCTS AND CONDUITS SHALL BE SUPPORTED AND BRACED PER THE 2008 SMACNA "GUIDELINES FOR SEISMIC RESTRAINTS OF MECHANICAL SYSTEMS AND PLUMBING SYSTEMS", THE "SUPERSTRUT SEISMIC RESTRAINT SYSTEM" FOR PIPES AND CONDUITS ONLY. REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING 19STRUCTURAL ®MECHANICAL NPLUMBING []ELECTRICAL ®ENERGY ®ACCESSIBILITY ❑FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,, OR LOCAL REGULATIONS. BY: x •tom DATE: 09/06/22 WEST COAST CODE CONSULTANTS, INC. 412 E. Vanderbilt Way Phone: 909-890-3700 San Bernardino, CA 92408 Fax: 909-890-3770 Email: cadd@designwesteng.com ALL IDEAS, DESIGNS AND ARRANGEMENTS INDICATED ON THESE DRAWINGS ARE THE PROPERTY OF DESIGN WEST ENGINEERING, INC. AND ARE INTENDED TO BE USED IN CONNECTION WITH THIS SPECIFIC PROJECT ONLY AND SHALL NOT OTHERWISE BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. THERE SHALL BE NO CHANGES OR DEVIATIONS FROM THESE DRAWINGS OR ACCOMPANYING SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF DESIGN WEST ENGINEERING. ISSUE DATE: UP11 C of REVISION: ISSUE FOR NUM. DATE BY REVISION FOR CONSULTANT PROJECT TITLE 0 ILL 0 w 0 0 2 wU) M w 7 L O SUBMITTED O 2 A/23/2022 Q U CIT�:bF FEDERAL WAY COTY DEVELOPMENT 0 Q ' *2-101385 LL V J Q w r w Q � z LwL w� U 0 Q STAMP CQ �� OF WAS�I� CIO z 16 46776 9 r, o��Ss DNAL SHEET TITLE MECHANICAL LEGEND NOTES & SCHEDULES DESIGNED BY A DRAWN BY EL CHECKED BY si DATE 08.23.22 SCALE AS NOTED JOB NO. 21-102 SHEET NO. GENERAL NOTES DESIGN WEST ENGINEERING MECHANICAL • ELECTRICAL • ENERGY CONSULTANTS 10 11 12 13 14 15 16 17 M7 MECHANICAL FIRST FLOOR PLAN I SCALE: 1/8"=1'-0" 1. FOR LINE TYPES, SYMBOLS & ABBREVIATIONS SEE LEGEND ON SHEET M0.1. 2. ALL SPIN -IN OR TAP TYPE DUCT CONNECTIONS SHALL BE PROVIDED WITH AN EXTRACTOR. 3. ALL VENTING SHALL HAVE A MIN. OF 10' CLEARANCE FROM ANY FORCED AIR INLET W/ A MIN. OF S CLEARANCE ABOVE & A MIN OF 4' CLEARANCE FROM ANY PROPERTY LINE EXCEPT A PUBLIC WAY. PER SEC. 906 4. PROVIDE 1" ACOUSTICAL LINING IN ALL DUCTWORK WITHIN 10 FEET OF ALL AIR MOVING EQUIPMENT. PROVIDE DURO-DYNE FLEXIBLE CONNECTION AT ALL DUCT AT EQUIPMENT LOCATIONS. 5. ALL THERMOSTATS SHALL BE PROGRAMMED TO RUN IN FAN MODE DURING OCCUPIED HOURS AND SHALL COORDINATE HOURS WITH OWNER. COOLING/ HEATING MODE SHALL RUN AS NEED, PER TEMPERATURE SET POINT AND OCCUPANT LOAD. 6. CONTRACTOR SHALL PATCH ALL ROOF PENETRATIONS AS NEED TO MAINTAIN EXISTING ROOFING WARRANTY. 7. ENSURE ALL TENANT SUPPLY & RETURN DUCTWORK IS CAPPED 24" BELOW BOTTOM OF CEILING. 8. AS PART OF FUTURE TI SCOPE, ALL TENANTS ARE TO PROVIDE DOAS WITH ENERGY RECOVERY TO MEET VENTILATION REQUIREMENTS PER 2018 WSEC. REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING ®STRUCTURAL ®MECHANICAL NPLUMBING ❑ELECTRICAL ®ENERGY ®ACCESSIBILITY []FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,�OR®LOCAL REGULATIONS. BY: �-0 DATE:09/06/22 WEST COAST CODE CONSULTANTS, INC. 412 E. Vanderbilt Way Phone: 909-890-3700 San Bernardino, CA 92408 Fax: 909-890-3770 Email: cadd@designwesteng.com ALL IDEAS, DESIGNS AND ARRANGEMENTS INDICATED ON THESE DRAWINGS ARE THE PROPERTY OF DESIGN WEST ENGINEERING, INC. AND ARE INTENDED TO BE USED IN CONNECTION WITH THIS SPECIFIC PROJECT ONLY AND SHALL NOT OTHERWISE BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. THERE SHALL BE NO CHANGES OR DEVIATIONS FROM THESE DRAWINGS OR ACCOMPANYING SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF DESIGN WEST ENGINEERING. ISSUE DATE: DATE BY REVISION: Z ISSUE FOR NUM. DATE BY REVISION FOR CONSULTANT PROJECT TITLE 0 U 0 J W 0 75 LL] 0. W Q U Q LL 0. W Z W U 0 Q V) Ce) Z o OSUBMITTED A/23/2022 75 CIT�:bF FEDERAL WAY OCOTY DEVELOPMENT U *2-101385 v J Q w LJJ O o STAMP M JO �� OF WAS�I� CQ CIO z 16 46776 9 r, 0 GISTEg�' �S`SjDNAL�� SHEET TITLE MECHANICAL FIRST FLOOR PLAN DESIGNED BY A DRAWN BY EL CHECKED BY si DATE 08.23.22 SCALE AS NOTED JOB NO. 21-102 SHEET NO. M1.1 GENERAL NOTES DESIGN WEST ENGINEERING MECHANICAL • ELECTRICAL • ENERGY CONSULTANTS MECHANICAL ROOF PLAN I SCALE: 1/8" = 1'-0° 11 1. FOR LINE TYPES, SYMBOLS & ABBREVIATIONS SEE LEGEND ON SHEET M0.1. 2. ALL SPIN -IN OR TAP TYPE DUCT CONNECTIONS SHALL BE PROVIDED WITH AN EXTRACTOR. 3. ALL VENTING SHALL HAVE A MIN. OF 10' CLEARANCE FROM ANY FORCED AIR INLET W/ A MIN. OF T CLEARANCE ABOVE & A MIN OF 4' CLEARANCE FROM ANY PROPERTY LINE EXCEPT A PUBLIC WAY. PER SEC. 906 4. PROVIDE 1" ACOUSTICAL LINING IN ALL DUCTWORK WITHIN 10 FEET OF ALL AIR MOVING EQUIPMENT. PROVIDE DURO-DYNE FLEXIBLE CONNECTION AT ALL DUCT AT EQUIPMENT LOCATIONS. 5. ALL THERMOSTATS SHALL BE PROGRAMMED TO RUN IN FAN MODE DURING OCCUPIED HOURS AND SHALL COORDINATE HOURS WITH OWNER. COOLING/ HEATING MODE SHALL RUN AS NEED, PER TEMPERATURE SET POINT AND OCCUPANT LOAD. 6. CONTRACTOR SHALL PATCH ALL ROOF PENETRATIONS AS NEED TO MAINTAIN EXISTING ROOFING WARRANTY. 7. ENSURE ALL TENANT SUPPLY & RETURN DUCTWORK IS CAPPED 24" BELOW BOTTOM OF CEILING. 8. AS PART OF FUTURE TI SCOPE, ALL TENANTS ARE TO PROVIDE DOAS WITH ENERGY RECOVERY TO MEET VENTILATION REQUIREMENTS PER 2018 WSEC. 9. FOR FINAL LOCATION OF ALL HVAC UNITS, SEE STRUCTURAL PLANS. REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING 19STRUCTURAL MECHANICAL ®PLUMBING ❑ELECTRICAL ®ENERGY ®ACCESSIBILITY ❑FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, (OR®®LOCAL REGULATIONS. BY: -L�` DATE: 09/06/22 WEST COAST CODE CONSULTANTS, INC. 412 E. Vanderbilt Way Phone: 909-890-3700 San Bernardino, CA 92408 Fax: 909-890-3770 Email: cadd@designwesteng.com ALL IDEAS, DESIGNS AND ARRANGEMENTS INDICATED ON THESE DRAWINGS ARE THE PROPERTY OF DESIGN WEST ENGINEERING, INC. AND ARE INTENDED TO BE USED IN CONNECTION WITH THIS SPECIFIC PROJECT ONLY AND SHALL NOT OTHERWISE BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. THERE SHALL BE NO CHANGES OR DEVIATIONS FROM THESE DRAWINGS OR ACCOMPANYING SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF DESIGN WEST ENGINEERING. ISSUE DATE: Ufil C of REVISION: Z ISSUE FOR NUM. DATE BY REVISION FOR CONSULTANT PROJECT TITLE 0 U 0 W 0 75 W U) M W 7 L O SUBMITTED O M k/23/2022 Q U CIT�;F FEDERAL WAY COTY DEVELOPMENT O UL U *2-101385 U Q Lu Ir- w o 0 Z ti W U 0 ZD Q STAMP JO _WAS�I � z d� 46776 0 GISTEg� �SSIDNAL�1 SHEET TITLE MECHANICAL ROOF PLAN DESIGNED BY JL SHEET NO. M1,2 DRAWN BY EL CHECKED BY sJ DATE 08.23.22 SCALE AS NOTED JOB NO. 21-102 DESIGN WEST ENGINEERING MECHANICAL • ELECTRICAL • ENERGY CONSULTANTS o � - 1131 - 19 1141 - 110 - 1151 - 111 RELAY MODULE MOUNTED INLET SAMPLING TUBE IN 4S BOX W/ 4S EXT. SUPPLY DUCT — EXHAUST TUBE I i AIRFLOW NOT IN USE -TO FAN SHUTDOWN (BY ELEC.) / 1/2" RACEWAY 120V (BY ELEC.) 1/2" RACEWAY S DEEP BOX 6 DUCT WIDTHS MINIMUM 3/4" RACEWAY 120 V (BY ELEC.) CEILIN CEILING NOTE: I 1. DUCT DETECTOR MUST BE PHOTOELECTRIC TYPE 1 ! 2. DUCT DETECTOR SHALL BE MOUNTED IN SUPPLY REMOTE LED DUCT PRIOR TO AN TRANSITIONS OR TURNS INLINE DUCT SMOKE (RTS151 KEY) 3. DUCT DETECTOR IS SYSTEM SENSOR INNOVAIR DETECTOR MOUNTED INGLE GANG SWITCH RING D4120 AIR VELOCITY 100 TO 4000 FPM CSFM LISTING MIDWAY BOTH DIRECTIONS # 3242-1653:0207 4. WHERE DUCT SMOKE DETECTORS ARE NOT RE-SETTABLE FROM THE PROTECTED FIRE ALARM REMOTE LED/TEST (RTS151 KEY) SYSTEM, A LISTED ALARM/SUPERVISORY INDICATOR (MOUNTED FLUSH TO CEILING) WITH IN INTEGRAL RESET SWITCH SHALL BE PROVIDED CSFM LISTING #7300-1653:0212 IN AN ACCESSIBLE LOCATION UL RATING S2522 DUCT DETECTOR MOUNTING 5 X* 2 x NAILER BY - EQUIPMENT MFR. DUCT - SEE PLANS 14" HIGH PRE LEVELED EQUIPMENT CURB FACTORY BY UNIT MFR. TOP SET LEVEL 2 x WOOD LEVELING MEMBER AROUND PERIMETER OF EQUIPMENT CURB REFER TO STRUCTURAL DRAWINGS CURB CONNECTION TO STRUCTURE HYBRID ROOF CURBS - DOUBLE DUCT OPENINGS 1-3/4 (44 ) u NEOPRENE GASKET BY EQUIPMENT MFR. A/C UNIT SECURE UNIT TO CURB W/ 3/16"x3" LONG SELF TAPPING SCREWS W/ FENDER WASHER. MIN. 2 EACH SIDE. UNIT HOLD DOWN SEISMIC CLIP (TYP. OF 4 LOCATIONS) 20 GA. G.I. FLASHING BY MECH. CONTR. RIGID INSULATION, CANTSTRIP AND ROOFING BY ROOFING CONTRACTOR ROOF -SEE ARCH. DWG'S STRUCTURAL MEMBER - SEE STRUCTURAL DRAWINGS A/C UNIT MOUNTING 7"4 76-1/4 (2026) (1937) (486) I (537)• SUPPLY / (384) ------OPENING ----- 12-5/8 < '-RETURN ENING- 32 — (813)� NOTE: CURB IS FOR REFERENCE ONLY. CONFIRM DIMENSIONS FOR EACH UNIT 38 41-1n (965) (1 054) 8 (203 14 (356 18 (457) 24 (610) NOTE - Roof deck may be omitted within confines of arb. LENNOX ROOF CURB 12 120V - 10 - 60 HZ A/C UNIT ON ROOF T INLINE THERMOS=MT < SET AT 74' F SEE UNIT HEATER PLANS FOR LOCATIONSCHEDULE y,>� DISC. S4 � T _j UH7UH-2 � rMUNIT HEATER am. NOTE: 1O ALL WIRING AND EQUIPMENT SHOWN DASHED SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR ROOF SEE ARCHITECTI DRAWINGS SECURE UNIT TO SOLID WITH (2) 3/8" 00" LAG BOLTS, MIN. 3" EMBEDMENT @ EA. ISOLATOR CI ITI IDC r nK1nE:K1CIAV'_` UH WIRING DIAGRAM 17 "CALDYN" TYPE VT MOUNTING PAD. TYP.(4)-SEE SPECIFICATIONS. FRAMING PER STRUCTURAL GENERAL NOTE: 1. RETURN AIR AND DUCT 2. LINED SUPPLY AIR AND AIR DUCT DROPS INSID DIMENSIONS TO MATCF DUCT COLLARS DUCT IN SPACE FOR CONNECTION TO STRUCTURE - REFER TO 2008 SMACNA SEISMIC RESTRAINT MANUAL HANGER STRAP - SEE SCHEDULE BELOW 3/8" 0 MACHINE BOLT ATTACH DUCT TO CURB FRAMING DUCT TRANSITION 131 2x2x16 GA. DIAGONAL "L" BRACE PER SMACNA GUIDELINES FOR SEISMIC RESTRAINT. IF DISTANCE BELOW SUPPORTING STRUCTURAL MEMBER IS LESS THAN 12", DIAGONAL BRACE MAY BE OMITTED ROUND DUCT - SEE PLANS =OR SIZE DUCT STRAP - SAME AS --- HANGER STRAP NOTE: PER 2006 SMACNA HVAC DUCT CONSTRUCTION STANDARDS AND 2019 CMC SECTION 602 & 603 HORIZONTAL HANGER STRAP SCHEDULE DUCT SIZE HANGER SIZE MAX. SPACING MATERIAL UP THRU 20" 21" TO 40" 1" x 22 GA. 1" x 20 GA. 10'-0" O/C G.I. STEEL 10'-0" O/C G.I. STEEL VERTICAL DUCT SIZE HANGER SIZE MAX. SPACING MATERIAL UP THRU 10" 2" x 18 GA. 12'-0" O/C G.I. STEEL 11" TO 20" 21" TO 40" 2" x 16 GA. 12'-0" O/C G.I. STEEL 12'-0" O/C G.I. STEEL 1/8" STEEL X 1-1/2" - 16 - 121 CONDENSER UNIT MOUNTING 8 1 DUCT SUPPORT Ej 412 E. Vanderbilt Way Phone: 909-890-3700 San Bernardino, CA 92408 Fax: 909-890-3770 Email: cadd@designwesteng.com ALL IDEAS, DESIGNS AND ARRANGEMENTS INDICATED ON THESE DRAWINGS ARE THE PROPERTY OF DESIGN WEST ENGINEERING, INC. AND ARE INTENDED TO BE USED IN CONNECTION WITH THIS SPECIFIC PROJECT ONLY AND SHALL NOT OTHERWISE BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. THERE SHALL BE NO CHANGES OR DEVIATIONS FROM THESE DRAWINGS OR ACCOMPANYING SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF DESIGN WEST ENGINEERING. ISSUE DATE DATE BY ISSUE FOR REVISION: NUM. DATE BY REVISION FOR CONSULTANT ROJECT TITLE w 0 0 75 W U) M W 7 L O O SUBMITTED Q'/23/2022 U CIT�;F FEDERAL WAY Q COTY DEVELOPMENT 0 LL ' `2-101385 [)� U Q W LU O q z Lij L_ W U 0 REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING 19STRUCTURAL MECHANICAL ®PLUMBING ❑ELECTRICAL ®ENERGY ®ACCESSIBILITY ❑FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. BY: 7 9-�t.� � DATE: 09/06/22 WEST COAST CODE CONSULTANTS, INC. STAMP M JO WAS�I� CQ CIO z 16 46776 9 r, 0 GIST— �S`SjONAL�� SHEET TITLE MECHANICAL DETAILS DESIGNED BY R DRAWN BY EL CHECKED BY si DATE 08.23.22 SCALE AS NOTED JOB NO. 21-102 SHEET NO. I M2,1 PIPE MATERIAL SCHEDULE GENERAL NOTES PLUMBING LEGEND AND SYMBOLS DESIGN WEST ENGINEERING MECHANICAL • ELECTRICAL • ENERGY CONSULTANTS PRESSURE SHUT-OFF PIPE MATERIAL TYPE OF SERVICE FITTINGS RATINGS PSI VALVE & WEIGHT JOINTS MATERIAL - SWP COLD WATER ABV. CAST BRONZE/ BALL GROUND COPPER L TUBE SOLDERED WROUGHT COPPER 125 GATE CHECK COLD WATER BELOW CAST BRONZE/ GROUND TO 5' COPPER K TUBE BRAZED 125 BALL GATE OUTSIDE BUILDING WROUGHT COPPER COLD WATER BELOW SOLVENT- GROUND BEYOND 5-0" SCHEDULE80PVC WELD PVC 125 GATE HOT WATER ABV. COPPER L TUBE SOLDERED CAST BRONZE/ 125 BALL GROUND WROUGHT COPPER CHECK VENT NO -HUB CAST IRON NO -HUB N/A N/A N/A WASTE, SOIL & ROOF DRAINS BELOW SCHEDULE 40 ABS SOLVENT- ABS N/A N/A GRADE WELD WASTE, SOIL & ROOF DRAINS ABOVE NO -HUB CAST IRON NO -HUB N/A N/A N/A GRADE CONDENSATE COPPER LTUBE SOLDERED BRONZE 125 N/A NOTE: ALL EXPOSED FUEL GAS PIPING SHALL BE PRIME AND PAINTED, COORDINATE COLOR WITH ARCHITECT. PIPE INSULATION SCHEDULE FLUID TEMPERATURE RANGE (°F) CONDUCTIVITY RANGE (IN BTU-IN/HR PER SQFT/°F) INSULATION MEAN RATING TEMPERATURE (°F) PIPE SIZE (IN. DIA.) < 1 1 to < 1.5 1.5 to < 4 4 to < 8 8 and larger REQUIRED INSULATION THICKNESS (IN.) HOT WATER SYSTEMS ABOVE 350° 0.32 - 0.34 250° INCHES 4.5 5.0 5.0 5.0 5.0 R-VALUE R-37 R-41 R-37 R-27 R-23 251 ° - 350° 0.29 - 0.32 200° INCHES 3.0 4.0 4.5 4.5 4.5 R-VALUE R-24 R-34 R-35 R-26 R-22 201 ° 250° 0.27 - 0.30 150° INCHES 2.5 2.5 2.5 3.0 3.0 R-VALUE R-21 R-20 R-17.5 R-17 R-14.5 141 ° - 200° 0.25 - 0.29 125° INCHES 1.5 1.5 2.0 2.0 2.0 R-VALUE R-11.5 R-11 R-14 R-11 R-10 105° -140° 0.22 - 0.28 100° INCHES 1.0 1.5 2.0 2.0 2.0 R-VALUE R-7.7 R-12.5 R-11 R-9 R-8 40° - 60° 0.21 - 0.27 75° INCHES NONRES 0.5 RES 0.75 NONRES 0.5 RES 0.75 1.0 1.0 1.0 R-VALUE NONRES R-3 RES R-6 NONRES R-3 RES R-5 R-7 R-6 R-5 BELOW 40° 0.20 - 0.26 50° INCHES 1.0 1.5 1.5 1.5 1.5 R-VALUE R-8.5 R-14 R-12 R-10 R-9 NOTE: WHERE INSULATED PIPING IS EXPOSED OUTDOORS, IT SHALL BE COVERED. COVER OUTDOOR EXPOSED INSULATED PIPING WITH 0.016 INCH THICK CORRUGATED ALUMINUM JACKET. PROVIDE VALVE STEM EXTENSIONS SUCH THAT INSULATION IS NOT DAMAGED WHEN VALVE IS CYCLED ,. 1. THE TOTAL INSTALLATION SHALL COMPLY WITH ANY AND ALL REQUIREMENTS OF THE LEGALLY CONSTITUTED AUTHORITIES HAVING JURISDICTION INCLUDING 2018 INTERNATIONAL BUILDING CODE (IBC), 2018 INTERNATIONAL MECHANICAL CODE (IMC), 2018 UNIFORM PLUMBING CODE (UPC) WITH WASHINGTON STATE AMENDMENTS AND THE 2018 WASHINGTON STATE ENERGY CODE. 2. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS UNDER WHICH HE WILL BE REQUIRED TO WORK. ALL INDICATED DIMENSIONS ARE APPROXIMATE AND ARE GIVEN FOR ESTIMATE PURPOSES ONLY. 3. BEFORE PROCEEDING WITH THE WORK THIS CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS, SIZES, REQUIRED CLEARANCES AND SHALL ASSUME FULL RESPONSIBILITY FOR THE FITTING OF ALL EQUIPMENT AND MATERIALS HEREIN REQUIRED TO OTHER PARTS OF THE WORK OF OTHER TRADES. 4. THE DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC TO THE EXTENT THAT ALL OFFSETS, BENDS, SPECIAL FITTINGS AND LOCATIONS ARE NOT EXACTLY LOCATED. IN THE PREPARATION OF THESE DOCUMENTS, CERTAIN ASSUMPTIONS ARE MADE REGARDING EXISTING CONDITIONS. SOME OF THESE ASSUMPTIONS MAY NOT BE VERIFIABLE WITHOUT EXPENDING ADDITIONAL SUMS OF MONEY OR DESTROYING OTHERWISE ADEQUATE OR SERVICEABLE PORTIONS OF EXISTING BUILDINGS AND/OR EQUIPMENT. THEREFORE, THE ENGINEER SHALL NOT BE HELD RESPONSIBLE FOR ANY CHANGES OR ADDITIONAL COSTS INCURRED DUE TO EXISTING CONDITIONS. 5. ITEMS RELATED TO PLUMBING UTILITIES AND/OR OTHER SERVICE(S); MATERIALS, LABOR, PERMITS, FEES, ETC., SHALL BE VERIFIED WITH THE RESPECTIVE SERVING UTILITY COMPANY PRIOR TO SUBMISSION OF A BID. THE ACT OF SUBMITTING A BID SHALL CONSTITUTE FULL RESPONSIBILITY OF THE CONTRACTOR TO INSTALL SERVICE(S) IN COMPLIANCE WITH THE REQUIREMENTS OF THE SERVING UTILITY COMPANY AND THE MECHANICAL ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CHARGES LEVIED BY THE SERVING UTILITY COMPANY EXCEPTING THE FIRST BILLING DEPOSIT. 6. THE CONTRACTOR SHALL COMPLY WITH ALL CONTRACT DOCUMENTS IN LAYING OUT THEIR WORK AND EQUIPMENT. THEY SHALL COORDINATE THE WORK OF THIS SECTION WITH THE WORK OF OTHER TRADES AND ALL JOB CONDITIONS. 7. THE INSTALLATION OF ACCESS PANELS OR OTHER INDICATING EQUIPMENT OR SPECIALTIES REQUIRING READING, ADJUSTMENT, INSPECTION, REPAIRS, REMOVAL OR REPLACEMENT SHALL BE CONVENIENTLY LOCATED WITH REFERENCE TO THE FINISHED BUILDING. 8. ALL EQUIPMENT AND FIXTURES INSTALLED UNDER THIS CONTRACT SHALL BE HUNG OR ANCHORED IN ACCORDANCE WITH 2O18 (IBC) AND 2018 UPC. 9. THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO CONSTRUCT THE PROJECT IN ACCORDANCE WITH 2O18 WASHINGTON STATE ENERGY CODE. 10. WHERE MATERIAL IS SHOWN ON THE DRAWINGS BUT NOT SPECIFIED, IT SHALL BE OF THE SAME TYPE AND QUALITY AS EXISTING MATERIAL. 11. TEST SYSTEM(S) IN ACCORDANCE WITH REQUIREMENTS OF THE GOVERNING AUTHORITIES. 12. ALL CLEANOUTS SHALL BE INSTALLED WHERE READILY ACCESSIBLE AND LOCATED AS PER CODE REQUIREMENTS THE CONTRACTOR SHALL COORDINATE ALL CLEANOUT LOCATIONS WITH EQUIPMENT CABINETS, ETC. AND THE ARCHITECT PRIOR TO ANY INSTALLATION. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND REPAIRING ALL PAVED AREAS WHICH ARE EXCAVATED AND/OR DAMAGED BY THEIR OPERATIONS. IN ADDITION, THE CONTRACTOR SHALL RESTORE TO ORIGINAL CONDITION ALL PLANTED AREAS DAMAGED BY THEIR OPERATIONS. 14. ALL CONNECTIONS TO EXISTING SERVICES SHALL BE MADE SUCH THAT INTERRUPTION TIME WILL BE AS SHORT AS POSSIBLE. THE CONTRACTOR SHALL GIVE THE OWNERS REPRESENTATIVE A MINIMUM OF 72 HOURS NOTICE OF SUCH INTERRUPTIONS AND THE ACTUAL SHUT -DOWN TIME SHALL BE AT A TIME DESIGNATED BY THE OWNERS REPRESENTATIVE. 15. POTABLE WATER SYSTEMS SHALL BE DISINFECTED AND FLUSHED PRIOR TO USE BY WATER -CHLORINATION SOLUTION AND HAVE BACTERIOLOGICAL EXAMINATION MADE BY AN APPROVED AGENCY PER 2018 UPC 609.9 AND AS PRESCRIBED IN AWWA C651. METHODS OF CLEANING/ DISINFECTING FOR NEW OR REPAIR PIPING AS DESCRIBED IN C651 OR NFPA 24. 16. PLUMBING PIPE, FITTINGS AND FIXTURES USED TO CONVEY OR DISPENSE WATER FOR HUMAN CONSUMPTION SHALL BE LEAD-FREE PER 2018 UPC 604.2. 17. ANY SUBSTITUTION MADE BY THE CONTRACTOR THAT IS DIFFERENT FROM WHAT IS SPECIFIED ON THE DRAWINGS NEEDS TO BE APPROVED BY ENGINEER OF RECORD AND OWNER PRIOR TO BID AND SHALL BE CLEARLY INDICATED ON THE SUBMITTAL AS TO ALL THAT IS BEING SUBSTITUTED. 18. SHUT-OFF VALVES SHALL BE PROVIDED IN MAIN BRANCHES, RUNS TO RISERS AND WHERE INDICATED ON DRAWINGS. 19. NEW NON-RESIDENTIAL WATER CLOSETS SHALL COMPLY WITH 2O18 UPC 411.2 AND SHALL NOT EXCEED 1.6 GALLONS PER FLUSH. 20. NEW NON-RESIDENTIAL WALL MOUNTED URINALS SHALL COMPLY WITH 2O18 UPC 412.1 AND SHALL NOT EXCEED 1.0 GALLON PER FLUSH. 21. NEW NON-RESIDENTIAL LAVATORY FAUCETS SHALL COMPLY WITH 2O18 UPC 407.2.1 AND SHALL NOT EXCEED 0.5 GALLONS PER MINUTE FOR PUBLIC LAVATORY AT 60 PSI. 22. ALL FIXTURES, EQUIPMENT, PIPING, FITTINGS, AND MATERIALS SHALL BE LISTED. 23. ALL PLUMBING FIXTURES SHALL MEET THE FLOW REQUIREMENTS SPECIFIED IN THE 2018 UPC. 24. PUBLIC LAVATORIES SHALL HAVE CONTROLS TO LIMIT THE WATER TEMPERATURE TO 120°F. 1. 2. 3. 4. 5. 6. 7. APPLICABLE CODES BUILDING CODE: 2018 INTERNATIONAL BUILDING CODE WITH WASHINGTON STATE AMENDMENTS PLUMBING CODE: 2018 UNIFORM PLUMBING CODE WITH WASHINGTON STATE AMENDMENTS MECHANICAL CODE: 2018 INTERNATIONAL MECHANICAL CODE WITH WASHINGTON STATE AMENDMENTS ELECTRICAL CODE: 2020 NATIONAL ELECTRICAL CODE (NFPA 70 - 2020) INC. ANNEX A, B, AND C FIRE/LIFE SAFETY: 2018 INTERNATIONAL FIRE CODE WITH WASHINGTON STATE AMENDMENTS ADA AND ACCESSABILITY GUIDELINES (LATEST EDITION) ENERGY: 2018 WASHINGTON STATE ENERGY CODE HOT WATER BRANCH LENGTH SCHEDULE PIPE VOLUME AND MAXIMUM LENGTH IS BASED ON 2018 WASHINGTON STATE ENERGY CODE TABLE C404.3.1 PIPING VOLUME AND MAXIMUM PIPING LENGTH NOMINAL PIPE SIZE VOLUME (LIQUID OUNCES PER FT.) MAXIMUM PIPING LENGTH (FT.) PUBLIC LAVATORY FAUCETS OTHER FIXTURES AND APPLIANCES 1/2" 1.5 2 43 3/4" 3 0.5 21 ill 5 0.5 13 1-1/4" 8 0.5 8 1-1/2" 11 0.5 6 2" & LARGER 18 0.5 4 SYMBOL DETAIL No SHEET No. A P-1 STACK/RISER ID. No. EQUIPMENT ID. No. ---------------- GW CWV RD/OD SD COND G MPG LPG AS RW CA CA OX N20 MA VAC N2 �3 io ABBREV. I DESCRIPTION DETAIL REFERENCE SECTION REFERENCE PLUMBING STACK OR RISER REFERENCE EQUIPMENT REFERENCE FW FILTERED WATER SCW SOFTENED / CONDITIONED COLD WATER CW COLD WATER HW HOT WATER HWR HOT WATER RETURN POP -OFF DRAIN LINE OR HIDDEN WATER LINE S or W SOIL or WASTE BELOW GRADE (or FLOOR) GW GREASE WASTE BELOW GRADE (or FLOOR) CWV COMBINATION WASTE AND VENT RD/OD ROOF & OVERFLOW DRAIN ABOVE & BELOW GRADE (or FLOOR) SD STORM DRAIN S or W SOIL or WASTE ABOVE GRADE (or FLOOR) V PLUMBING VENT COND CONDENSATE DRAIN G GAS LOW PRESSURE MPG GAS MEDIUM PRESSURE LPG LIQUID PROPANE GAS AS AUTOMATIC FIRE SPRINKLER RW RECLAIM WATER CA COMPRESSED AIR CAO COMPRESSED AIR OUTLET OX OXYGEN N20 NITROUS OXIDE MA MEDICAL AIR VAC VACUUM N2 NITROGEN BV BALL VALVE SOV SHUT OFF VALVE SOV or GC SHUT OFF VALVE OR GAS COCK ON RISER CV SWING CHECK VALVE PRV PRESSURE REDUCING VALVE PTR PRESSURE -TEMPERATURE RELIEF VALVE RPBFP REDUCED PRESSURE BACKFLOW PREVENTER DN PIPE DOWN UP PIPE UP DN TEE DOWN UP TEE UP PIPE RISER & PIPE DROP (UP AND DOWN) FCO FLOOR CLEANOUT WCO WALL CLEANOUT CO CLEANOUT PLUG COTG YARD CLEANOUT or CLEANOUT TO GRADE CAP ON END OF PIPE HB HOSE BIBB WITH VACUUM BREAKER WHA & TP WATER HAMMER ARRESTOR & TRAP PRIMER CS CIRCUIT SETTER GR GAS REGULATOR GC GAS COCK (or GAS STOP) GS GAS SOLENOID P.O.C. POINT OF CONNECTION e P.O.D. POINT OF DEMOLITION n® AP ACCESS PANEL WALL or CEILING ABV ABOVE BEL BELOW AGA AMERICAN GAS ASSOCIATION CONN CONNECTION CONT CONTINUATION (E) EXISTING (N) NEW DN DOWN ADA AMERICAN DISABILITY ACT IE INVERT ELEVATION (TYP) TYPICAL U.O.N. UNLESS OTHER NOTED VTR VENT THROUGH ROOF W/ WITH FU PLUMBING FIXTURE UNIT SEC COND SECONDARY CONDENSATE B.F.F. BELOW FINISH FLOOR R.I.C. ROUGH IN CONNECT ANCHORAGE AND BRACING NOTES 1, PIPES, DUCTS AND CONDUITS SHALL BE SUPPORTED AND BRACED PER THE SMACNA "GUIDELINES FOR SEISMIC RESTRAINTS OF MECHANICAL SYSTEMS AND PLUMBING SYSTEMS", THE "SUPERSTRUT SEISMIC RESTRAINT SYSTEM" FOR PIPES AND CONDUITS ONLY. PLUMBING SHEET INDEX SHEET NUMBER SHEET TITLE P0.1 PLUMBING LEGEND NOTES & SCHEDULES P1.1 PLUMBING FLOOR PLAN P1.2 PLUMBING ROOF PLAN P2.1 I PLUMBUNG DETAILS REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING IKSTRUCTURAL ®MECHANICAL ®PLUMBING []ELECTRICAL ®ENERGY ®ACCESSIBILITY ❑FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. BY: �'°""'"-� `� DATE: 09/06/22 WEST COAST CODE CONSULTANTS, INC. 412 E. Vanderbilt Way Phone: 909-890-3700 San Bernardino, CA 92408 Fax: 909-890-3770 Email: cadd@designwesteng.com ALL IDEAS, DESIGNS AND ARRANGEMENTS INDICATED ON THESE DRAWINGS ARE THE PROPERTY OF DESIGN WEST ENGINEERING, INC. AND ARE INTENDED TO BE USED IN CONNECTION WITH THIS SPECIFIC PROJECT ONLY AND SHALL NOT OTHERWISE BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. THERE SHALL BE NO CHANGES OR DEVIATIONS FROM THESE DRAWINGS OR ACCOMPANYING SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF DESIGN WEST ENGINEERING. ISSUE DATE: Ljr% I C REVS BY ISSUE FOR NUM. DATE BY REVISION FOR CONSULTANT PROJECT TITLE 0 LL 0 J W 0 0 75 W U) M or W 7 L O SUBMITTED O G <Q�-/23/2022 Q U CIT�:bF FEDERAL WAY COTY DEVELOPMENT Q *2-101385 Lu W Q � zti LL W U 0 ZD Q STAMP M. Jo �� DF WAS�IS dfj 46776 9 r, 01 GISTEg�' �S`SIDNAL�� SHEET TITLE PLUMBING LEGEND NOTES & SCHEDULES DESIGNED BY JL DRAWN BY EL CHECKED BY si DATE 08.23.22 SCALE AS NOTED JOB NO. 21-102 SHEET NO. PO, 1 GENERAL NOTES DESIGN WEST ENGINEERING MECHANICAL • ELECTRICAL • ENERGY CONSULTANTS ,. ,■ 10 11 12 13 14 15 16 17 PLUMBING FLOOR PLAN IMER (RAIN BB 1ETER BY PSE, (TYP 5) 'RESSURE REGULATOR GW CONNECT TO SE INTERCEPTOR APPLICATION 'AY ALL FEES ;E FOR GAS LOAD )45 CFH SCALE: 1 /8" = 1'-0" F E C 1. FOR LINE TYPES, SYMBOLS & ABBREVIATIONS SEE LEGEND ON SHEET P0.1 2. FOR CONNECTION TO STRUCTURE & PIPE SUPPORT SEE DETAILS 1, 2 & 3 ON I SHEET P2.1. 3. ALL VENTING SHALL HAVE A MIN. OF 10' CLEARANCE FROM ANY FORCED AIR INLET W/ A MIN. OF T CLEARANCE ABOVE & A MIN OF 4' CLEARANCE FROM ANY PROPERTY LINE EXCEPT LOT LINE, ALLEY AND STREET IN SEC. 906.2 OF 2018 UPC. 4. NEW POTABLE WATER SYSTEMS SHALL BE DISINFECTED PRIOR TO USE, ACCORDING TO THE METHOD SET IN SECTION 609.9 OF THE 2018 UPC. 5. PRIOR TO CONSTRUCTION CONTRACTOR SHALL FIELD VERIFY FOR EXACT SIZES, LOCATIONS & INVERT ELEVATIONS OF EXISTING WASTE LINES & COORDINATE WITH PLUMBING ENGINEER FOR ANY CHANGES NEEDED. 6. FOR DOAS GAS CONNECTION, SEE DETAIL P2.1 CONSTRUCTION NOTES REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING IDSTRUCTURAL ®MECHANICAL ®PLUMBING []ELECTRICAL ®ENERGY ®ACCESSIBILITY ❑FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,, OR®LOCAL REGULATIONS. BY: 2 ltkx- Gam.— DATE: 09/06/22 WEST COAST CODE CONSULTANTS, INC. 412 E. Vanderbilt Way Phone: 909-890-3700 San Bernardino, CA 92408 Fax: 909-890-3770 Email: cadd@designwesteng.com ALL IDEAS, DESIGNS AND ARRANGEMENTS INDICATED ON THESE DRAWINGS ARE THE PROPERTY OF DESIGN WEST ENGINEERING, INC. AND ARE INTENDED TO BE USED IN CONNECTION WITH THIS SPECIFIC PROJECT ONLY AND SHALL NOT OTHERWISE BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. THERE SHALL BE NO CHANGES OR DEVIATIONS FROM THESE DRAWINGS OR ACCOMPANYING SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF DESIGN WEST ENGINEERING. ISSUE DATE: UAIt by REVISION: 2 ISSUE FOR NUM. DATE BY REVISION FOR CONSULTANT PROJECT TITLE 0 U 0 J W 0 75 NW 0. W 0 Q U Q LL 0. W Z W U 0 ZD Q v , M Z OSUBMITTED A/23/2022 CIAF FEDERAL WAY COMM�TY DEVELOPMENT O *2-101385 U v) Q w O o LLLL STAMP M JO �� DF WAS�j� CQ w o 16 46776 9 r, 0 —ISTEg�' �S`SIDNALO1 SHEET TITLE PLUMBING FLOOR PLAN DESIGNED BY R DRAWN BY EL CHECKED BY si DATE 08.23.22 SCALE AS NOTED JOB NO. 21-102 SHEET NO. GENERAL NOTES DESIGN WEST ENGINEERING MECHANICAL • ELECTRICAL • ENERGY CONSULTANTS ,. PLUMBING ROOF PLAN �A SCALE: 1 /8" = V-0" 1 1 CONSTRUCTION NOTES REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING IgSTRUCTURAL MECHANICAL ®PLUMBING [—]ELECTRICAL ®ENERGY ®ACCESSIBILITY ❑FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,, ORLOCAL REGULATIONS. BY: Z.OV�- x 4DATE:09/06/22 WEST COAST CODE CONSULTANTS, INC. 412 E. Vanderbilt Way Phone: 909-890-3700 San Bernardino, CA 92408 Fax: 909-890-3770 Email: cadd@designwesteng.com ALL IDEAS, DESIGNS AND ARRANGEMENTS INDICATED ON THESE DRAWINGS ARE THE PROPERTY OF DESIGN WEST ENGINEERING, INC. AND ARE INTENDED TO BE USED IN CONNECTION WITH THIS SPECIFIC PROJECT ONLY AND SHALL NOT OTHERWISE BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. THERE SHALL BE NO CHANGES OR DEVIATIONS FROM THESE DRAWINGS OR ACCOMPANYING SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF DESIGN WEST ENGINEERING. ISSUE DATE: UAIt by REVISION: 2 ISSUE FOR NUM. DATE BY REVISION FOR CONSULTANT PROJECT TITLE 0 U 0 J W 0 75 NW 0. W 0 Q U Q LL 0. W Z W U 0 ZD Q v , M Z OSUBMITTED A/23/2022 CIAF FEDERAL WAY COMM�TY DEVELOPMENT O *2-101385 U v J Q w O o LLLL v— STAMP M JO �� DF WAS�j� C, o 16 46776 9 r, 0 —ISTEg�' �S`SIDNAL�� SHEET TITLE PLUMBING ROOF PLAN DESIGNED BY R DRAWN BY EL CHECKED BY si DATE 08.23.22 SCALE AS NOTED JOB NO. 21-102 SHEET NO. P1,2 STRUCTURE DESIGN WEST ENGINEERING MECHANICAL • ELECTRICAL • ENERGY CONSULTANTS GAS SUPPLY LINE AGA APPROVED GAS COCK - AGA APPROVED SECONDARY GAS REGULATOR MAKE RIGID CONN. REDUCE TO UNIT CONN. SIZE i;m��-_mmnil 6" NOTE: 1. FOR GAS SUPPLY LINE SIZE AND LOCATION REFER TO PLANS. 2. PROVIDE FLEX CONNECTION ON UNITS WITH ISOLATION CURBS EQUIPMENT \—L—UNION DIRT LEG SEDIMENT TRAP 131 - 191 AC GAS CONNECTION 14 141 - 1101 - 16 151 - 1111 - 17 1 1/2" LONG "TEK" SCREW 1" MIN. 1" MIN. — 1/2" 0 HANGER ROD (TYP.) DIAGONAL BRACE SEE DETAIL 3 STRUCTURE 1 1/2" LONG "TEK" SCREW 21 /2"x21 /2"x 16 GA. ANGLE BRACE (TYP.) CONNECTION TO STRUCTURE MAXIMUM SPAN MAX ROD Q Q Q PIPE SIZE BETWEEN SUPPORT ANGER RD MAX ROD LENGTH, LONGITUDINAL VERTICAL TRANSVERSE BOLT IN INCHES HANGERS O.C. DIAMETER SIZE LENGTH, No STIFFENER WITH ANGLE BRACE HANGER ANGLE (STIFFNER) ANGLE BRACE SIZE HORIZ. VERT. STIFFENER COPPER TUBE & PIPE 1 7&46' 0" 10' 0" 3/8" 16" 37' 1-1/2 x 1-1/2 x 18 ga @ 1 x 1 x 18ga 1-1/2x1-1/2x18ga@ 3/8" 80'-0" O.C. 40'-0" O.C. 1 thru 1-� 6'-0" 10'-0" 3/8" 16" 37" 1-1/2 x 1-1/2 x 18 ga @ 1 x 1 x 18ga 1-1/2 x 1-1/2 x 18 ga @ 3/8" 80'-0" O.C. 40'-0" O.C. 2 10'-0" 10'-0" 3/8" 16" 37" 1-1/2 x 1-1/2 x 18 ga @ 1 x 1 x 18ga 2-1/2 x 2-1/2 x 16 ga @ 3/8" 80'-0" O.C. 40'-0" O.C. STEEL PIPE FOR GAS z& a 6-0" 6'-01, 3/8" 16" 37" 1-1/2 x 1-1/2 x 18 ga @ 1 x 1 x 18ga 1-1/2 x 1-1/2 x 18 ga @ 3/8" 80'-0" O.C. 40'-0" O.C. 1 8'-0" 8'-0" 3/8" 16" 37" 1-1/2 x 1-1/2 x 18 ga @ 1 x 1 x 18ga 1-1/2 x 1-1/2 x 18 ga @ 3/8" 80'-0" O.C. 40'-0" O.C. 1-4 thru 2 10'-0" 10'-01, 3/8" 16" 37" 2-1/2 x 2-1/2 x 16 ga @ 1 x 1 x 18ga 2-1/2 x 2-1/2 x 16 ga @ 3/8" 80'-0" O.C. 40'-0" O.C. SCHEDULE 40 PVC & ABS DWV Q 1 4'-0" 10' 0" 3/8" 16" 37" 1-1/2 x 1-1/2 x 18 ga @ 1 x 1 x 18ga 1-1/2 x 1-1/2 x 18 ga @ 3/8" 80'-0" O.C. 40'-0" O.C. 1 thru 2 4'-0" 10'-0" 3/8" 16" 37" 1-1/2 x 1-1/2 x 18 ga @ 1 x 1 x 18ga 1-1/2 x 1-1/2 x 18 ga @ 3/8" 80'-0" O.C. 40'-0" O.C. CAST IRON HUBLESS (NO HUB) 1-2& 2 O 16-0" 3l8" 16" 37" 1-1/2 x 1-1/2 x 18 ga @ 1 x 1 x 18ga 1-1/2 x 1-1/2 x 18 ga @ 3/8" 80'-0" O.C. 40'-0" O.C. 3 thru 6 O REFER TO SMACNA GUIDELINES IN SCHEDULE BELOW OA SUPPORT EVERY JOINT. SUPPORT SHALL BE WITHIN 18 INCHES OF JOINT ON BOTH SIDES. (SUPPORT ALSO REQUIRED AT EACH HORIZONTAL JOINT CONNECTION.) ALL PIPING 2-1/2" AND LARGER PER THE FOLLOWING SMACNA GUIDELINES 2-1/2 10'-0" 10'-0" 112" 18" 37" 2-1/2 x 2-1/2 x 16 ga @ 2 x 2 x 16ga 2-1/2 x 2-1/2 x 16 ga @ 3/8" 80'-0" O.C. 40'-0" O.C. 3 10'-0" 10'-0" 1/2" 18" 37" 2-1/2 x 2-1/2 x 16 ga @ 2 x 2 x 16ga 2-1/2 x 2-1/2 x 16 ga @ 3/8" 80'-0" O.C. 40'-0" O.C. 4 10'-0" 10'-0" 3/8" 18" 37" 2-1/2 x 2-1/2 x 16 ga @ 2 x 2 x 16ga 2-1/2 x 2-1/2 x 16 ga @ 1/2" 80'-0" O.C. 40'-0" O.C. 5 10'-0" 10'-0" 5/8" 24" 48" 2-1/2 x 2-1/2 x 16 ga @ 2 x 2 x 16ga 2-1/2 x 2-1/2 x 16 ga @ 1/2" 80'-0" O.C. 40'-0" O.C. 6 10'-0" 10'-0" 5/8" 24" 48" 2-1/2 x 2-1/2 x 16 ga @ 2 x 2 x 16ga 2-1/2 x 2-1/2 x 16 ga @ 1/2" 40'-0" O.C. 40'-0" O.C. NOTES: 1O VERTICAL ANGLE ONLY REQUIRED WHEN ROD MAXIMUM LENGTH IS EXCEEDED. O2 BRACING MAY BE OMITTED WHERE TOP OF PIPE IS 12" OR LESS FROM BOTTOM OF HANGER SUPPORT CONNECTED TO STRUCTURE O3 ALLOW FOR EXPANSION EVERY 30'-0". PIPE SUPPORT SCHEDULE FOR CONNECTION THREADED HANGER TO STRUCTURE ROD. FOR SIZE AND SEE SPACING SEE 2 — z STIFFENER SHALL BE SPOT ADD TIAL ANGLE WELDED ECF STIFFENER LENGTH IS GREATER THAN MAX. LENGTH SHOWN ON PIPE SUPPORT SCHEDULE ti NUT & WASHER TOP & BOTTOM TRANSVERSE ANGLE BRACE. ALTERNATE L SIDES EVERY BRACE. "B-LINE" - B3690 ADJUSTABLE "J" HANGER. PIPING. SEE - PLANS FOR SIZE AND LOCATION. INSULATION WHERE �--"B-LINE" B3162 APPLIES - SEE PIPE SADDLE SPECIFICATIONS NOTE: DETAIL APPLIES TO PIPES 2" I.D. AND SMALLER. REFER TO PIPE SUPPORT SCHEDULE FOR ADDITIONAL INFORMATION. Me 1w 0 LOO REVIEWED FOR CODE 1 6 COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING 9STRUCTURAL MECHANICAL NPLUMBING []ELECTRICAL ®ENERGY ®ACCESSIBILITY ❑FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. BY: - 2 : DATE:O9/06/22 WEST COAST CODE CONSULTANTS, INC. PIPE SUPPORT 3 412 E. Vanderbilt Way Phone: 909-890-3700 San Bernardino, CA 92408 Fax: 909-890-3770 Email: cadd@designwesteng.com ALL IDEAS, DESIGNS AND ARRANGEMENTS INDICATED ON THESE DRAWINGS ARE THE PROPERTY OF DESIGN WEST ENGINEERING, INC. AND ARE INTENDED TO BE USED IN CONNECTION WITH THIS SPECIFIC PROJECT ONLY AND SHALL NOT OTHERWISE BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. THERE SHALL BE NO CHANGES OR DEVIATIONS FROM THESE DRAWINGS OR ACCOMPANYING SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF DESIGN WEST ENGINEERING. ISSUE DATE: BY ISSUE FOR REVS 2 NUM. DATE BY REVISION FOR CONS PROJECT TITLE L.L 0 U 0 J W 0 0 2 W U) M W 7 Z O c) SUBMITTED �/23/2022 U75 CIT�:bF FEDERAL WAY COTY DEVELOPMENT 0 Q *2-101385 Lu uu O 0 Z LLI L.L W U 0 ZD Q STAMP M JO �� DF WAS�j� C,o 16 46776 9 r, 0 �ISTEg�' �SSjDNALOti SHEET TITLE PLUMBING DETAILS DESIGNED BY 1L DRAWN BY EL CHECKED BY si DATE 08.23.22 SCALE AS NOTED JOB NO. 21-102 SHEET NO. P2,1 i z 10 GENERAL NOTES ABBREVIATIONS POWER LEGEND AND SYMBOLS POWER LEGEND AND SYMBOLS 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE LATEST NATIONAL ELECTRICAL CODE EDITION AND ALL A AMPERE NEMA NATIONAL ELECTRICAL MANUFACTURER'S SYMBOL DESCRIPTION SYMBOL DESCRIPTION APPLICABLE LOCAL CODES AND REGULATIONS. AF AMPERE FRAME RATING (CIRCUIT BREAKER) ASSOCIATION DUPLEX RECEPTACLE OUTLET, CONVENIENCE. (20 AMPS, 125 VOLTS) MOUNTED +15" A.F.F. TO 2. ALL PANELS, SWITCHES, ETC. SHALL HAVE SUFFICIENT GUTTER SPACE AND LUGS IN COMPLIANCE TO UL REQUIREMENTS AFF ABOVE FINISHED FLOOR NEW (N) NEW, TO BE FURNISHED AND INSTALLED BY 200 D CONDUIT WIRING DESCRIPTION PER FEEDER SCHEDULE ON OTHER PLAN BOTTOM OF DEVICE U.O.N. TO ACCOMMODATE CONDUCTORS SHOWN. AFG ABOVE FINISHED GRADE CONTRACTOR DOUBLE DUPLEX RECEPTACLE OUTLET, CONVENIENCE. (20 AMPS, 125 VOLTS) MOUNTED +15" 3. WHERE WIRE SIZES ARE INDICATED ON PLANS, FOR INDIVIDUAL CIRCUITS, THE WIRE SIZE INDICATED SHALL APPLY TO AFU AMPERE FUSE RATING FUSE (FUSE) NF NON FUSED A.F.F. TO BOTTOM OF DEVICE U.O.N. THE COMPLETE CIRCUIT, UNLESS OTHERWISE NOTED. AIC AMPERE INTERRUPTING CAPACITY NIC NOT IN CONTRACT 200 Y CONDUIT WIRING DESCRIPTION PER FEEDER SCHEDULE ON OTHER PLAN DUPLEX RECEPTACLE OUTLET, CONVENIENCE. (20 AMPS, 125 VOLTS, GFCI TYPE) MOUNTED +15" 4. CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF MECHANICAL, PLUMBING AND OTHER EQUIPMENT REQUIRING AS AMPERE SWITCH RATING (FUSE) N/L NIGHT LIGHT ® CONCRETE ELECTRICAL PULL BOX WITH LID APPROPRIATE FOR INSTALLATION LOCATION. LID � A.F.F. TO BOTTOM OF DEVICE U.O.N. ELECTRICAL CONNECTION PRIOR TO ANY WORK. AT AMPERE TRIP RATING (CIRCUIT BREAKER) NO NUMBERNORMALLY OPEN , SHALL BE LABELED ELECTRICALOR COMMACCORDING TO USE. " " " " DUPLEX RECEPTACLE OUTLET, CONVENIENCE. (20 AMPS, 125 VOLTS) WITH MOUNTING HEIGHT AWG AMERICAN WIRE GAUGE NTS NOT TO SCALE =0 HORIZONTALLY ABOVE COUNTER TOP PER ARCHITECTURAL PLANS OR APPROVAL. 5. CONTRACTOR SHALL EXTEND WIRING FROM ALL JUNCTION BOXES, SWITCHES, ETC. AND MAKE FINAL CONNECTION AS BKBD BACKBOARD OC ON CENTER SMOKE FIRE DAMPER REQUIRED TO ALL BUILDING EQUIPMENT REQUIRING ELECTRICAL CONNECTIONS. DUPLEX RECEPTACLE OUTLET, CONVENIENCE. (20 AMPS, 125 VOLTS, GFCI TYPE) WITH BLDG BUILDING OD OUTSIDE DIAMETER =0 MOUNTING HEIGHT HORIZONTALLY ABOVE COUNTER TOP PER ARCHITECTURAL PLANS OR 6. LOCATION OF LOCAL WALL SWITCHES ARE SUBJECT TO MODIFICATIONS. AT OR NEAR DOORS, INSTALL SWITCHES ON BKR BREAKER P POLE DD DUCT MOUNTED SMOKE DETECTOR. APPROVAL. SIDE OPPOSITE TO DOOR HINGE. VERIFY FINAL HINGE LOCATION IN FIELD PRIOR TO ANY WORK. C CONDUIT PB PULL BOX CA TITLE 24 COMPLIANT DUPLEX RECEPTACLE OUTLET, HALF -CONTROLLED, CONVENIENCE, THERMOSTAT SUPPLIED BY MECHANICAL CONTRACTOR, ELECTRICAL CONTRACTOR SHALL STUB 3/4" 7. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF SYSTEMS AND WORK INCLUDED. FOLLOW CB CIRCUIT BREAKER PF POWER FACTOR T O C.O. 6" ABOVE CEILING SPACE, PROVIDE BUSHING AND PULL WIRE. IF INSTALLED IN AREA WITH =0 WITH PERMANENT MARKING. (20 AMPS, 125 VOLTS) MOUNTED +15" A.F.F. TO BOTTOM OF DEVICE DRAWINGS IN LAYING OUT WORK AND CHECK DRAWINGS OR OTHER TRADES RELATING TO WORK TO VERIFY SPACE IN CKT CIRCUIT PNL PANEL EXPOSED STRUCTURE ABOVE OR HARDLID CEILING, PROVIDE 3/4" C.O. BACK TO ASSOCIATED HVAC U.O.N. WHICH WORK WILL BE INSTALLED. MAINTAIN HEADROOM AND MINIMUM CODE REQUIRED WORKING CLEARANCES AT ALL CFSD COMBINATION FIRE SMOKE DAMPER POC POINT OF CONNECTION UNIT. REFER TO MECHANICAL DETAILS FOR T-STAT MOUNTING HEIGHT REQUIREMENTS. VERIFY LOCATIONS WITH HVAC CONTRACTOR PRIOR TO ROUGH IN. CA TITLE 24 COMPLIANT DOUBLE DUPLEX RECEPTACLE OUTLET, HALF -CONTROLLED, TIMES. aii� CONVENIENCE, WITH PERMANENT MARKING. (20 AMPS, 125 VOLTS) MOUNTED +15" A.F.F. TO CO CONDUIT ONLY PP POWER POLE CARBON MONOXIDE SENSOR SUPPLIED BY MECHANICAL CONTRACTOR. ELECTRICAL CONTRACTOR =p BOTTOM OF DEVICE U.O.N. 8. CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL WALL OUTLET BOXES FOR SWITCHES, BELL/STROBES, FIRE CONIC CONCRETE PWR POWER Cp SHALL PROVIDE 3/4" GALVANIZED RIGID CONDUIT WITH PULL STRING BACK TO HEAD END CARBON ALARM PULL STATIONS. RECEPTACLES ETC. WITH CABINETS, FURNITURE, EQUIPMENT ETC., TO AVOID CONFLICT. CT CURRENT TRANSFORMER PVC POLYVINYL CHLORIDE MONOXIDE PANEL. REFER TO MECHANICAL DRAWINGS FOR EXACT EQUIPMENT LOCATIONS AND =0 SIMPLEX RECEPTACLE OUTLET, CONVENIENCE WITH (2)USB PORTS. (20 AMPS, 125 VOLTS) WIRING DETAILS. MOUNTED +15" A.F.F. TO BOTTOM OF DEVICE U.O.N. LEVITON MODEL #T5832. 9. WHERE ELECTRIC MOTORS OR HEATERS ARE INSTALLED IN HUNG CEILINGS, PROVIDE DISCONNECT SWITCH IN HUNG CU COPPER QUAD QUADRUPLEX CEILING WITHIN REACH FROM ACCESS POINT. CL CENTERLINE QTY QUANTITY © CEILING MOUNTED PLUG LOAD CONTROLLER. WP � WEATHERPROOF DUPLEX RECEPTACLE OUTLET, CONVENIENCE. (20 AMPS, 125 VOLTS) DISC DISCONNECT READ REQUIRED MOUNTED +15" A.F.F. TO BOTTOM OF DEVICE U.O.N. 10. FURNISH APPROVED EXPANSION FITTINGS WHERE RACEWAY CROSSES BUILDING EXPANSION JOINTS. DSBN DISTRIBUTION SECTION REQMT REQUIREMENT CONTACT SENSOR FOR HVAC SHUTDOWN. 4S BOX, MOUNTED ABOVE DOOR OR WINDOW, U.O.N. � SIMPLEX RECEPTACLE OUTLET ON DEDICATED CIRCUIT. (20 AMPS, 125 VOLTS) MOUNTED +15" STUB 3/4" C.O. 6" ABOVE CEILING SPACE. PROVIDE BUSHING AND PULL WIRE. IF INSTALLED IN A.F.F. TO BOTTOM OF DEVICE U.O.N. 11. FURNISH PULL STRING IN EACH RACEWAY RUN OVER 10' IN LENGTH, IN WHICH PERMANENT WIRING IS NOT INSTALLED. DN DOWN RGS RIGID GALVANIZED STEEL ' L�^'J AREA WITH EXPOSED STRUCTURE ABOVE OR HARD LID CEILING, PROVIDE 3/4" C.O. BACK TO 12. NOT MORE THAN THREE LIGHTING OR CONVENIENCE OUTLET CIRCUITS ARE PERMITTED IN ONE CONDUIT, PROVIDE DWG DRAWING RMC RIGID METALLIC CONDUIT LOCATION OF ASSOCIATED HVAC THERMOSTAT. D DUPLEX RECEPTACLE OUTLET ON DEDICATED CIRCUIT. (20 AMPS, 125 VOLTS) MOUNTED +15" A.F.F. TO BOTTOM OF DEVICE U.O.N. SEPARATE CONDUIT FOR EACH HOMERUN INDICATED ON THE DRAWING, UNLESS INDICATED OTHERWISE. EA EACH RM ROOM EC ELECTRICAL CONTRACTOR RNC RIGID NONMETALLIC CONDUIT DUPLEX RECEPTACLE OUTLET, SINGLE SPLIT -CIRCUIT SWITCHED. (20 AMPS, 125 VOLTS) 13. PROVIDE PULL BOXES WHEREVER NECESSARY TO FACILITATE PULLING OF CONDUCTORS. COORDINATE LOCATIONS OF BOXES WITH OTHER TRADES TO AVOID CONFLICT. PULL BOXES SHALL BE ACCESSIBLE. THE SIZE OF PULL BOX SHALL EM EMERGENCY SHT SHEET LIGHTING LEGEND AND SYMBOLS MOUNTED +15" A.F.F. TO BOTTOM OF DEVICE U.O.N. COMPLY WITH N.E.C. REQUIREMENTS. EMT ELECTRICAL METALLIC TUBING SN SOLID NEUTRAL � SURFACE MOUNTED DUPLEX RECEPTACLE OUTLET, CONVENIENCE. (20 AMPS, 125 VOLTS) EXIST, (E) EXISTING SPEC SPECIFICATIONS MOUNTED +15" A.F.F. TO BOTTOM OF DEVICE U.O.N. 14. OUTLET BOXES FOR FIXTURES RECESSED IN HUNG CEILING SHALL BE ACCESSIBLE THROUGH OPENING CREATED BY EXO EXTERNAL OPERABLE DISCONNECT SPDT SINGLE POLE, DOUBLE THROW SYMBOL DESCRIPTION REMOVAL OF FIXTURES. RECESSED CEILING MOUNTED DUPLEX RECEPTACLE OUTLET, CONVENIENCE. (20 AMPS, 125 F FUSE SPST SINGLE POLE, SINGLE THROW VOLTS) U.O.N. 15. SEE MECHANICAL AND PLUMBING DRAWINGS AND SPECIFICATION FOR ADDITIONAL CONNECTION REQUIREMENTS TO FA FIRE ALARM SW SWITCH FN 2'X4' RECESSED LUMINAIRE. FN INDICATES LUMINAIRE TYPE - REFER TO LUMINAIRE SCHEDULE, CONTROL PANELS, CONTROL TRANSFORMERS, POWER FOR CONTROL SYSTEM EP AND PE SWITCHES, TIME CLOCKS, FACP FIRE ALARM CONTROL PANEL SWBD SWITCHBOARD AB N/L TYPICAL. SUBSCRIPT 2ab REFERS TO CIRCUIT AND SWITCH LEG'a' AND'b'. SUBSCRIPT N/L ® ABOVE CEILING, CONCEALED, JUNCTION BOX, WITH COVER, PER NATIONAL ELECTRICAL CODE (NEC) TABLE 314.16(A)/(B), 4" SQUARE DEEP, WITH PLASTER RING. VALVES, STATS, RELAYS, DUCT SMOKE DETECTOR LOCATIONS, ETC. INDICATED ON CONTROL WIRING DIAGRAMS. REFERS TO UNSWITCHED LEG. ELECTRICAL CONTRACTOR SHALL VERIFY FINAL CONTROL WIRING REQUIREMENTS WITH MECHANICAL AND PLUMBING FF FINISHED FLOOR TC TIME CLOCK RECESSED WALL MOUNTED JUNCTION BOX, WITH COVER, PER NATIONAL ELECTRICAL CODE CONTRACTORS PRIOR TO ANY WORK AND PROVIDE ALL NECESSARY DEVICES AND CONNECTIONS AS REQUIRED. FG FINISHED GRADE TEL TELEPHONE FNE 2'X4' RECESSED FLUORESCENT LUMINAIRE WITH 90MIN. EMERGENCY BATTERY BACKUP (NEC) TABLE 314.16(A)/(B), 4" SQUARE DEEP, WITH PLASTER RING. FLA FULL LOAD CURRENT TERM TERMINAL 16. ALL EXTERIOR ELECTRICAL DEVICES AND EQUIPMENT INCLUDING THOSE THAT ARE EXPOSED TO OUTSIDE DUPLEX RECEPTACLE, FLUSH IN FLOOR, WATERTIGHT JUNCTION BOX (HINGED BRASS COVER: ENVIRONMENT (UP TO 16') SHALL BE WEATHERPROOF TYPE, NEMA 3R. FLUOR FLUORESCENT TP TEMPORARY POLE 101 SURFACE MOUNTED DOUBLE FACE EXIT SIGN (UNIVERSAL ARROWS INDICATED AS NEEDED) 20 AMP, 120 VOLT, 2-POLE, 3-WIRE) U.O.N. GEN GENERATOR TYP TYPICAL 17. NO CONDUIT RUNS SHALL BE ALLOWED IN CONCRETE SLABS. ALL CONDUITS WILL BE PLACED ABOVE ACCESSIBLE GFCI GROUND FAULT CIRCUIT INTERRUPTER UGPS UNDERGROUND PULL SECTION ® SURFACE MOUNTED SINGLE FACE EXIT SIGN (UNIVERSAL ARROWS INDICATED AS NEEDED) ® DOUBLE DUPLEX RECEPTACLE, FLUSH IN FLOOR, WATERTIGHT JUNCTION BOX (20 AMP, 120 CEILING SPACES UNLESS SPECIFICALLY INDICATED TO BE UNDERGROUND. - VOLT, 2-POLE, 3-WIRE) U.O.N. GFP GROUND FAULT PROTECTION UL UNDERWRITERS LABORATORY 18. LIGHTING, POWER, TELEPHONE AND COMMUNICATIONS OUTLETS SHALL NOT BE PLACED BACK-TO-BACK. GND GROUND UPS UNINTERRUPTIBLE POWER SUPPLY SWITCH, SINGLE POLE 20A. MOUNTED 48" A.F.F. TO TOP OF DEVICE. SUBSCRIPTS INDICATE THE O JUNCTION BOX, FLUSH IN FLOOR, WATERTIGHT (HINGED BRASS COVER: 20 AMP, 120 VOLT, FOLLOWING: 2-POLE, 3-WIRE) U.O.N. 19. WHERE MORE THAN ONE LIGHT SWITCH OCCURS AT SAME LOCATION, SWITCHES SHALL BE MOUNTED IN A MULTIPLE HOA HAND -OFF -AUTOMATIC LION UNLESS OTHERWISE NOTED Saab M MOTOR RATED K KEY OPERATED GANG BOX UNDER A SINGLE COVER PLATE. PLATES WITH MORE THAN (3) LIGHT SWITCHES SHALL BE LABELED TO HP HORSE POWER V VOLT, VOLTAGE - - L5-30R SPECIALTY OUTLET. VERIFY NEMA CONFIGURATION AS NOTED ON PLANS. INDICATE THE LIGHT FIXTURES CONTROLLED. HV HIGH VOLTAGE VA VOLT-AMPERE 3 - THREE WAY D DIMMER SWITCH 4 -FOUR WAY T -TIMED SWITCH IDF INTERMEDIATE DISTRIBUTION FRAME VFC VARIABLE FREQUENCY CONTROLLER OR BRANCH PANELBOARD, WALL MOUNTED, SEE PLANS AND SCHEDULE. (SURFACE MOUNTED) 20. DISCONNECT SWITCHES SHALL BE MOUNTED ON INDIVIDUAL SUPPORTS, OR OTHERWISE DIRECTLY ON EQUIPMENT, a, b, c, ETC. -DESIGNATES SWITCH -LEGS CONTROLLED AND QUANTITY OF SWITCHES AT EACH PROVIDED NO MODIFICATION TO EQUIPMENT IS NECESSARY. IG ISOLATED/INSULATED GROUND VFD VARIABLE FREQUENCY DRIVE LOCATION. BRANCH PANELBOARD, WALL MOUNTED, SEE PLANS AND SCHEDULE. (RECESSED MOUNTED) INCAND INCANDESCENT W WATT 21. ALL ELECTRICAL POWER LIGHTING, TELEPHONE OR SIGNAL WIRING IN FIRE RATED WALL IS TO BE INSTALLED IN A METALLIC CONDUIT SYSTEM. ISC SHORT CIRCUIT CURRENT AVAILABLE IN RMS WH WATT-HOUR ® OCCUPANCY SENSOR, DUAL -TECHNOLOGY, SURFACE CEILING MOUNTED. WATT STOPPER ® MAIN SWITCHBOARD, POWER OR LIGHT, FLOOR STANDING ENCLOSURE, SEE SINGLE LINE ( SYMMETRICAL AMPERES WP WEATHERPROOF MODEL #DT-300 OR LEVITON MODEL #OSC20-MOW. PROVIDE WITH POWER PACK(S) AS REQUIRED. DIAGRAM AND LOAD SUMMARY) 22. ALL ELECTRIC MATERIAL SHALL BE LISTED BY "UL" FOR THE TYPE OF APPLICATION AND "UL" LABEL SHALL APPEAR ON J-BOX JUNCTION BOX WT WEATHERTIGHT (� DISCONNECT SWITCH H.P. RATED 600 VOLTS RATED. "F" INDICATES FUSE TYPE. FUSES PER ALL ELECTRICAL EQUIPMENT. KCMIL THOUSAND CIRCULAR MILS WW WIREWAY DUAL TECHNOLOGY OCCUPANCY SENSOR, SURFACE WALL MOUNTED 180° U.O.N. LEVITON APPROVED MANUFACTURERS SHOP DRAWINGS. MODEL #OSSMT-GD (FOR SINGLE POLE SWITCHING) & LEVITON MODEL #OSSMD-GD FOR (DUAL 23. CONTACT UTILITY COMPANIES FOR SCOPE OF WORK PRIOR TO SUBMITTING BID; INCLUDE UTILITY CHARGES IF ANY. KW KILOWATT XP EXPLOSION PROOF SWITCHING) 01#2 MAGNETIC MOTOR STARTER H.P. RATED (NUMBER INDICATES NEMA SIZE) KV KILO VOLT Z IMPEDANCE 24. ALL DISTRIBUTION AND CONTROL EQUIPMENT (SUCH AS CB's, SWITCHES, CONTACTORS, ETC.), TERMINATIONS SHALL BE KVA KILO VOLT-AMPERE O,B LOW -VOLTAGE OVERRIDE SWITCH. NUMBER INDICATES OVERRIDE SWITCH. A,B,C, ETC. MOUNTING HEIGHT FROM FINISHED FLOOR TO BOTTOM LINE OF OUTLET OR EQUIPMENT. FOR FULLY RATED PER UL AS FOLLOWS: DESIGNATES ZONE AS SHOWN ON LIGHTING ZONE SCHEDULE. +96" OR T-6" AFF LIGHT FIXTURES, IT IS TO BOTTOM OF FIXTURE. LDC LOCAL DISTRIBUTION CABINET a. 125A OR LESS: 60°C OR MORE; LDF LOCAL DISTRIBUTION FRAME 4W FOUR -WIRE O$ LOW -VOLTAGE DIMMER SWITCH. MOUNTED 48" A.F.F. TO TOP OF DEVICE. a, b, c, ETC. - � CONDUIT TURNED DOWN, 3/4" LION b. MORE THAN 125A : 75°C OR MORE. LCL LONG CONTINUOUS LOAD 3W THREE -WIRE ab DESIGNATES SWITCH -LEGS CONTROLLED AND QUANTITY OF SWITCHES AT EACH LOCATION. 5S JUNCTION BOX � CONDUIT TURNED UP, 3/4" LION 25. ANY ERRORS, OMISSIONS, OR DESIGN DISCREPANCIES ON PLANS OR SPECIFICATIONS SHALL BE BROUGHT TO THE LTG LIGHTING ATTENTION OF THE ELECTRICAL ENGINEER FOR CLARIFICATION OR CORRECTION PRIOR TO CONSTRUCTION AND LV LOW VOLTAGE (4 11/16" SQUARED X2 1/8" DEEP) ® LOW -VOLTAGE OCCUPANCY SENSOR, DUAL -TECHNOLOGY, SURFACE CEILING MOUNTED 3 CONDUIT STUBBED AND CAPPED, 3/4" LION PREPARATION OF SUBMITTAL PACKAGES. 0 DIAMETER, PHASE INTERCONNECTED TO NETWORK LIGHTING CONTROLS. MFR MANUFACTURER RACEWAY CONCEALED IN WALLS OR ABOVE CEILING, 3/4" LION 26. CONDUCTORS SHALL HAVE UNDERWRITER'S LABORATORIES, INC.(UL) LISTED, 600 VOLT INSULATION OF TYPE SPECIFIED MAX MAXIMUM # NUMBER BELOW OR ELSEWHERE IN THE SPECIFICATIONS. CONDUCTORS SHALL BE COPPER. MCC MOTOR CONTROL CENTER oC DEGREE CELSIUS ® CEILING MOUNTED DIGITAL ROOM CONTROLLER INTERCONNECTED TO NETWORK LIGHTING CONTROLS. CONDUIT CONCEALED IN OR UNDER FLOOR, 3/4" LION, COORDINATE WITH G.C.: OR, BURIAL - - - - - CONDUIT UNDERGROUND IN SCHEDULE - 40 PVC UNLESS NOTED OTHERWISE. VERIFY DEPTH 1. BRANCH CIRCUITS - LIGHTING AND POWER. MIN MINIMUM AND TRENCHING WITH G.C. MH MANHOLE / METAL HALIDE (E) EXISTING DEVICE TO REMAIN DETAIL No. NOTE TO CONTRACTOR a. #10 AWG AND SMALLER, SOLID WIRE TYPE THW OR THHN/THWN, THHW(THHN FOR DRY LOCATION ONLY). b. #8 AWG TO #2 AWG, STRANDED TYPE THW OR THHN/THHW. M/M METER AND MAIN SECTION (R) REMOVE EXISTING DEVICE AND ASSOCIATED GESHEETNo. DETAIL REFERENCE MULTI MULTI METER SECTION CONDUIT AND WIRE c. #1 AWG AND LARGER, STRANDED TYPE XHHW. (RL) REMOVE EXISTING DEVICE AND RELOCATE AS EQUIPMENT EQUIPMENT REFERENCE MV MEDIUM VOLTAGE ID. No. 2. FEEDERS: TYPE THW OR THHN/THWN, OR XHHW. NC NORMALLY CLOSED SHOWN ON PLAN 27. PROVIDE GREEN INSULATED GROUNDING CONDUCTOR IN EACH RACEWAY INCLUDING CONDUITS, PLUG STRIPS, NEC NATIONAL ELECTRICAL CODE (NL) NEW LOCATION OF RELOCATED DEVICE DO NOT SCALE DRAWINGS (E) EXISTING CONDUIT AND WIRING TO REMAIN WIREMOLD. SIZE OF GROUNDING SHALL BE IN ACCORDANCE WITH NATIONAL ELECTRIC CODE ARTICLE 250. (R) PULL-OUT WIRES AND ABANDON CONDUIT. CUT AND CAPPED FLUSH WALL OR SLAB. 28. WIRING METHOD SHALL BE EMT ABOVE GROUND AND MOUNTED IN CONCEALED SPACES AND SCHEDULE-40 PVC FOR CONTRACTOR SHALL VERIFY PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL UNDERGROUND INSTALLATION. USE RIGID WHEN ENCASED IN CONCRETE OR SUSCEPTIBLE TO DAMAGE. IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE E EXISTING CONDUIT TO REMAIN RESPONSIBLE FOR THE SAME. 29. USE 1OAWG CONDUCTORS FOR 20 AMPERE, 120V BRANCH CIRCUITS LONGER THAN 75 FEET. R EXISTING CONDUIT AND WIRE TO BE REMOVED USE 10AWG CONDUCTORS FOR 20 AMPERE, 277V BRANCH CIRCUITS LONGER THAN 200 FEET. PR ELECTRICAL UTILITY PRIMARY 30. PROVIDE 11 OV OUTLET, CFL LIGHT & SWITCH FOR LIGHT @ FAU IN ATTIC, WHERE APPLICABLE. SC ELECTRICAL UTILITY SECONDARY 31. ALL FLUORESCENT LUMINAIRES THAT UTILIZE DOUBLE ENDED LAMPS THAT CONTAIN BALLAST(S) THAT CAN BE SERVICED IN PLACE SHALL HAVE A DISCONNECTING MEANS EITHER INTERNAL OR EXTERNAL TO EACH LUMINAIRE. THE LINE SIDE T UTILITY TELEPHONE TERMINALS OF THE DISCONNECTING MEANS SHALL BE GUARDED. [CEC 410.130(G)(1)]. pH TEMPORARY OVERHEAD CABLING 32. ALL SWITCH LOCATIONS ARE REQUIRED TO HAVE A NEUTRAL CONDUCTOR PROVIDED AT THE SWITCH LOCATION PER CEC 404.2(C). A 1,3 3/4" LION HOMERUN TO CIRCUITS #1 AND #3 IN PANEL "A". (CROSSMARKS III \J► INDICATE NUMBER OF PHASES AND NEUTRAL. PROVIDE GROUND WIRE.) 33. UNLESS OTHERWISE INDICATED, SHARING OF NEUTRAL/GROUNDED CONDUCTORS AMONG SINGLE PHASE BRANCH CIRCUITS OF DIFFERENT PHASES INSTALLED IN THE SAME RACEWAY IS NOT PERMITTED. PROVIDE DEDICATED 3/4" CONDUIT WITH 2 #12 & 1 #12 GND WIRES NEUTRAL/GROUNDED CONDUCTOR FOR EACH INDIVIDUAL BRANCH CIRCUIT. 3/4" CONDUIT WITH 3 #12 & 1 #12 GND WIRES 34. UNLESS OTHERWISE INDICATED, PROVIDE A SEPARATE SWITCHED AND UNSWITCHED PHASE CONDUCTOR TO ALL CONTROLLED RECEPTACLES REGARDLESS OF RECEPTACLE CONFIGURATION. 3/4" CONDUIT WITH 4 #12 & 1 #12 GND WIRES 3/4" CONDUIT WITH 5 #12 & 1 #12 GND WIRES CONCEALED #10 IN WALL OR 3/4" CONDUIT WITH 2 #10 & 1 #10 GND WIRES (#10 INDICATING WIRE SIZE) CEILING #10 11 3/4" CONDUIT WITH 3 #10 & 1 #10 GND WIRES (#10 INDICATING WIRE SIZE) #10 i{}i 3/4" CONDUIT WITH 4 #10 & 1 #10 GND WIRES (#10 INDICATING WIRE SIZE) #10 i}L}i 3/4" CONDUIT WITH 5 #10 & 1 #10 GND WIRES (#10 INDICATING WIRE SIZE) #10 1" CONDUIT WITH 6 #10 & 1 #10 GND WIRES (#10 INDICATING WIRE SIZE) Q GROUND WELL r - - -1 EXISTING (DASH INDICATES) ELECTRICAL EQUIPMENT L---J ® TELEPHONE BACKBOARD 2'X4'X3/4" PLYWOOD. PROVIDE 2" CONDUIT TO TELEPHONE POC. I MOLDED CASE CIRCUIT BREAKER SWITCH AND FUSE ASSEMBLY UTILITY COMPANY PULL SECTION LUGS 1 GROUNDING CONNECTION TO MAIN BUILDING GROUND SYSTEM U.O.N. N G GROUNDING CONNECTION AT SWITCHGEAR/DISTRIBUTION BOARD WITH NEUTRAL BONDING. M IN -LINE UTILITY COMPANY METER UTILITY METER WITH CIRCUIT TRANSFORMERS (CT'S) METER REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE SS SOLID STATE DEVICE CONNECTED TO THE POWER DISTRIBUTION SYSTEM CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING ®STRUCTURAL GFP GROUND FAULT PROTECTION DEVICE CONNECTED TO THE POWER DISTRIBUTION SYSTEM ®MECHANICAL ®PLUMBING ❑ELECTRICAL ®ENERGY [-]FIRE OR 5A� n TRANSFORMER WITH SECONDARY GROUND ®ACCESSIBILITY \1- PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO ON -SITE GENERATOR SET PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. 7 �].,(� 09/06/22 BY DATE WEST COAST CODE CONSULTANTS, INC. DESIGN WEST ENGINEERING MECHANICAL • ELECTRICAL • ENERGY CONSULTANTS 412 E. Vanderbilt Way Phone: 909-890-3700 San Bernardino, CA 92408 Fax: 909-890-3770 Email: cadd@designwesteng.com ALL IDEAS, DESIGNS AND ARRANGEMENTS INDICATED ON THESE DRAWINGS ARE THE PROPERTY OF DESIGN WEST ENGINEERING, INC. AND ARE INTENDED TO BE USED IN CONNECTION WITH THIS SPECIFIC PROJECT ONLY AND SHALL NOT OTHERWISE BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. THERE SHALL BE NO CHANGES OR DEVIATIONS FROM THESE DRAWINGS OR ACCOMPANYING SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF DESIGN WEST ENGINEERING. ISSUE DATE: U/1 I C REVS Z BY ISSUE FOR NUM. DATE BY REVISION FOR CONSULTANT PROJECT TITLE L 0 LL O J W 0 O 2 W U) M W Z 7 O SUBMITTED O 4k/23/2022 U CIT�7bF FEDERAL WAY COTY DEVELOPMENT 0 Q U- U2-101385 1..� V) Q W Ir- Lu I- O 0 Z Lu LL W U O I- ZD STAMP gD P � z 54830 c,4 �s`SjONAL �� SHEET TITLE ELECTRICAL LEGENDS & NOTES DESIGNED BY Al DRAWN BY Rs CHECKED BY LM DATE 08.23.22 SCALE AS NOTED JOB NO. 21-102 SHEET NO. EOml u � u � LUMINAIRE SCHEDULE TYPE VOLTS WATTAGE LUMENS LAMPS MOUNTING FIXTURE DESCRIPTION MFR. CATALOG # NOTES SYMBOL F1 E 277 28.2 3095 LED WALL 4' LINEAR WALL MOUNTED LED FIXTURE WITH LITHONIA WL4 30L EZ1 LP835 EL14L INTEGRRAL 90 MINUTE BATTERY BACKUP RECESSED MOUNTED EDGE -LIT EXIT SIGN LQM SS W 3 R 120/277 EL F2E 277 28.2 3095 LED WALL WITH 90-MIN. BATTERY BACKUP. FACE LITHONIA NUMBER & ARROW DIRECTION PER PLANS. N M6 LED POLETOP LED FIXTURE MOUNTED +12' S1 277 66 3340 LED POLE LITHONIA WL4 30L EZ1 LP835 EL14L O A.F.G. WDGE2 LED P3 80CR 30K S2 277 66 3340 LED WALL WALL MOUNTED LED FIXTURE LITHONIA 80CRI T3M MVOLT SRM LUMINAIRE SCHEDULE NOTES 1. EQUALS SHALL BE CONSIDERED UPON SUBMITTAL REVIEW AND APPROVAL. PLEASE NOTE THAT IF AN ALTERNATE IS CONSIDERED: a. THE CONTRACTOR IS COMPLETELY AND SOLELY RESPONSIBLE FOR ALL ASPECTS OF THE SUBSTITUTION INCLUDING UPDATING CONSTRUCTION DOCUMENTS, OBTAINING APPROVALS AND PERMITS FROM LOCAL AUTHORITY, AND COORDINATING WITH ALL TRADES TO ENSURE CHANGES TO AFFECTED BUILDING SYSTEM ARE ACCOUNTED FOR AND ACCEPTABLE TO THE ENGINEERING TEAM. CONTRACTOR SHALL ENSURE SUBSTITUTED EQUIPMENT MEETS OR EXCEEDS DESIGN INTENT REGARDING RATINGS, PERFORMANCE, DIMENSIONAL CLEARANCES, PHYSICAL DIMENSIONS (MAX/MIN), WEIGHT LIMITATIONS, AND OTHER ASPECTS, PROVING SUBSTITUTION IS SUITABLE TO THE APPLICATION. ENGINEERS WILL REVIEW THE RATING AND PERFORMANCE OF SUBSTITUTED EQUIPMENT ONLY AND WILL NOT ASSUME RESPONSIBILITY FOR SUBSTITUTION AT ANY LEVEL. b. IF CONTRACTOR CANNOT MAKE SUBSTITUTED EQUIPMENT WORK IN THIS PROJECT, CONTRACTOR SHALL REVERT TO REQUIREMENTS OF PERMITTED CONSTRUCTION DOCUMENTS AT THEIR EXPENSE. C. IT IS UNDERSTOOD BY ALL PARTIES THAT ANY SUBSTITUTIONS OF SPECIFIED PRODUCTS ARE DONE FOR THE PURPOSE OF COST SAVINGS TO THE OWNER. THEREFORE, ANY MATERIAL SUBSTITUTION OR DEVIATIONS PROPOSED BY THE CONTRACTOR SHALL BE INCLUDED WITH THE INITIAL BID AND SHALL SHOW A LINE ITEMS CREDIT TO THE OWNER FOR EACH SUBSTITUTION IN LIEU OF SPECIFIED PRODUCTS. d. CONTRACTOR SHALL PROVIDE A POINT BY POINT PHOTOMETRIC STUDY FOR ALL AREAS WHERE ALTERNATE FIXTURES ARE SUBMITTED. LIGHT LEVELS WILL BE REVIEWED FOR COMPLIANCE WITH PROJECT REQUIREMENTS AND BASIS OF DESIGN VALUES. 2. THE FIXTURE SCHEDULE INDICATES GENERAL DESCRIPTION OF LIGHTING FIXTURES AND MANUFACTURERS CATALOG NUMBERS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE CORRECT CEILING CONFIGURATION AND PROVIDE THE FIXTURES WITH ALL NECESSARY TRIMS AND MOUNTING HARDWARE SO THAT BOTH THE CEILING SYSTEM AND THE FIXTURE CONSTRUCTION MATCHES. PROVIDE SEISMIC HANGERS AS REQUIRED. 3. IT SHALL BE CONTRACTORS RESPONSIBILITY TO VERIFY THE EXACT LOCATION OF ALL LIGHTING FIXTURES AND TYPE OF CEILING WITH ARCHITECTURAL REFLECTED CEILING PLAN PRIOR TO ANY WORK. SEE ARCHITECTURAL REFLECTED CEILING PLAN PRIOR TO ANY WORK. SEE ARCHITECTURAL ELEVATION DRAWING FOR MOUNTING HEIGHTS OF WALL MOUNTED FIXTURES. 4. A JUNCTION BOX MUST BE PROVIDED WITH ALL EXIT LIGHTS CONNECTED TO MORE THAN ONE SET OF CONDUCTORS UNLESS THE EXIT LIGHT FIXTURE IS FURNISHED WITH AN APPROVED OUTLET BOX FOR THROUGH WIRING. 5. A COMPLETE TITLE 24 COMPLIANT LIGHTING CONTROL SYSTEM SHALL BE PROVIDED TO CONTROL ALL INTERIOR AND EXTERIOR LIGHTING SYSTEMS. REFER TO LIGHTING CONTROL DIAGRAMS, SCHEDULES AND DETAILS. 6. ALL FLUORESCENT LIGHTING FIXTURES SHALL BE PROVIDED WITH ELECTRONIC BALLASTS, MANUFACTURER PER SPECIFICATIONS OR APPROVED EQUAL. 7. BATTERY PACK EMERGENCY TEST SWITCHES SHALL BE INTEGRAL TO LIGHT FIXTURE. COORDINATION OF SWITCH LOCATION IS REQUIRED WITH DESIGN TEAM IF INTEGRAL INSTALLATION IS NOT POSSIBLE. 8. FIXTURES DESIGNATED AS EMERGENCY SHALL BE SUPPLIED WITH INTEGRAL BATTERY PACK CAPABLE OF POWERING TWO T8 LAMPS FOR 90 MINUTES WITH A TOTAL LIGHT OUTPUT OF 1100 LUMENS OR ONE F13 BIAX FOR 90 MINUTES WITH A TOTAL LIGHT OUTPUT OF 520 LUMENS. 9. ALL COMPACT FLUORESCENT LAMP BALLASTS SHALL BE HIGH POWER FACTOR. ALL TRIPLE TUBE COMPACT FLUORESCENT LAMPS INSTALLED INDOORS SHALL HAVE INSTANT ON TECHNOLOGY. 10. PROVIDE ALL REQUIRED MOUNTING HARDWARE ANCHORAGE AND SUPPORTS TO INSTALL LIGHTING FIXTURES. 11. PROVIDE SWIVEL BASE AND STEMS. LENGTHS AS REQUIRED TO MOUNT THE PENDANT MOUNTED FIXTURES. THE INSTALLATION SHALL COMPLY WITH TITLE 24 SEISMIC AND APPLICABLE UBC REQUIREMENTS. 12. THE CONTRACTOR SHALL PROVIDE A COMPLETE AND OPERABLE LIGHTING SYSTEM AS PART OF THIS BUILDING CONTRACT. 13. THE LAMPS FOR THE SPECIFIED FLUORESCENT LIGHTING FIXTURES SHALL BE (**SEE LUMINAIRE SCHEDULE FOR COLOR TEMPERATURE): F32T8/XL/SPX" (GE LIGHTING) F32T8/TL8**/XLL/ALTO (PHILIPS LIGHTING CO) F14T5/8**/ALTO PL-C 13W/8**/4P/ALTO F25T5/8**/HO/ALTO PL-C 18W/4P/ALTO F28T5/8**/ALTO PL-C 26W18**/4P/ALTO F54T5/8**/HO/ALTO 14. SUSPENSION SYSTEM FOR LIGHT FIXTURES WHICH HAVE PASSED SHAKING TABLE TESTS APPROVED BY THE OFFICE OF THE STATE OF ARCHITECT, OR WHICH, AS INSTALLED, ARE FREE TO SWING A MINIMUM OF 45' FROM THE VERTICAL IN ALL DIRECTIONS WITHOUT CONTACTING OBSTRUCTIONS. SHALL BE ASSUMED TO COMPLY WITH THE LATERAL FORCE REQUIREMENTS FOR SECTION 2305, PART 2, TITLE 24, CCR. UNLESS OF THE CABLE TYPE FREE SWING SUSPENSION SYSTEM SHALL HAVE A SAFETY WIRE OR CABLE ATTACHED TO THE FIXTURE AND STRUCTURE AT EACH SUPPORT CAPABLE OF SUPPORTING FOUR TIMES THE SUPPORTED LOAD. 15. FOR SUSPENDED AND SURFACE MOUNTED LIGHT FIXTURES, THE PRODUCT OF ICP NEED NOT EXCEED 12 FOR ANY VALUE OF 1. 16. PROVIDE DISCONNECTING MEANS FOR ALL FLUORESCENT BALLASTS PER CEC 410.130(G). 17. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT THE FIXTURE BALLAST OR DRIVER VOLTAGE MATCHES THE CIRCUIT VOLTAGE SUPPLYING FIXTURE PRIOR TO ORDERING. 18. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY BALLAST/DRIVER DIMMING CONFIGURATION IS COMPATIBLE WITH CONTROLS BEING PROVIDED PRIOR TO ORDERING FIXTURES. EX. 2 WIRE, 3 WIRE, 4 WIRE, 0-10V, CAT 5, ETC. 19. LED LIGHT FIXTURES SHALL BE IN ACCORDANCE WITH IES, NFPA, UL, AS SHOWN ON THE DRAWINGS, AND AS SPECIFIED. 20. LED LIGHT FIXTURES SHALL BE REDUCTION OF HAZARDOUS SUBSTANCES (ROHS)-COMPLIANT. 21. LED DRIVERS SHALL INCLUDE THE FOLLOWING FEATURES UNLESS OTHERWISE INDICATED: • MINIMUM EFFICIENCY: 85% AT FULL LOAD. • MINIMUM OPERATING AMBIENT TEMPERATURE: -20 DEG C. (4 DEG F.) • INPUT VOLTAGE: 120 - 277V (±10%) AT 60 HZ., UNLESS OTHERWISE INDICATED. • INTEGRAL SHORT CIRCUIT, OPEN CIRCUIT, AND OVERLOAD PROTECTION. • POWER FACTOR: >=0.95. • TOTAL HARMONIC DISTORTION: <=20%. • COMPLY WITH FCC 47 CFR PART 15. 22. LED MODULES SHALL INCLUDE THE FOLLOWING FEATURES UNLESS OTHERWISE INDICATED: • COMPLY WITH IES LM-79 AND LM-80 REQUIREMENTS. • MINIMUM CRI 80 AND COLOR TEMPERATURE 4000K UNLESS OTHERWISE SPECIFIED IN LUMINAIRE SCHEDULE. • MINIMUM RATED LIFE: 50,000 HOURS PER IES L70. • LIGHT OUTPUT LUMENS AS INDICATED IN THE LUMINAIRE SCHEDULE. 23. LED DOWNLIGHTS: • HOUSING, LED DRIVER, AND LED MODULE SHALL BE PRODUCTS OF THE SAME MANUFACTURER. 24. LED TROFFERS: • LED DRIVERS, MODULES, AND REFLECTOR SHALL BE ACCESSIBLE, SERVICEABLE, AND REPLACEABLE FROM BELOW THE CEILING. • HOUSING, LED DRIVER, AND LED MODULE SHALL BE PRODUCTS OF THE SAME MANUFACTURER. 25. ALL FIXTURES MOUNTED OUTDOORS SHALL BE UL LISTED FOR WET LOCATION. REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING 9STRUCTURAL ®MECHANICAL ®PLUMBING []ELECTRICAL ®ENERGY ®ACCESSIBILITY ❑FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,, � OR LOCAL REGULATIONS. BY: DATE:09/06/22 WEST COAST CODE CONSULTANTS, INC. DESIGN WEST ENGINEERING MECHANICAL • ELECTRICAL • ENERGY CONSULTANTS 412 E. Vanderbilt Way Phone: 909-890-3700 San Bernardino, CA 92408 Fax: 909-890-3770 Email: cadd@designwesteng.com ALL IDEAS, DESIGNS AND ARRANGEMENTS INDICATED ON THESE DRAWINGS ARE THE PROPERTY OF DESIGN WEST ENGINEERING, INC. AND ARE INTENDED TO BE USED IN CONNECTION WITH THIS SPECIFIC PROJECT ONLY AND SHALL NOT OTHERWISE BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. THERE SHALL BE NO CHANGES OR DEVIATIONS FROM THESE DRAWINGS OR ACCOMPANYING SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF DESIGN WEST ENGINEERING. ISSUE DATE BY ISSUE FOR REVZL - NUM. DATE BY REVISION FOR CONSULTANT PROJECT TITLE L 0 LL O J W r) O 2 W U) M W Z 7 O SUBMITTED O c'-/23/2022 U CIT�7bF FEDERAL WAY 75 COTY DEVELOPMENT 0 Q U- U2-101385 0. V) Q W 'r- Lu Z Lu LL W U O I- ZD STAMP gD P � z 54830 4 STEg�" �s`SjDNALOti SHEET TITLE LUMINIRE SCHEDULE DESIGNED BY Al DRAWN BY Rs CHECKED BY LM DATE 08.23.22 SCALE AS NOTED JOB NO. 21-102 SHEET NO. EOm2 GENERAL NOTES DESIGN WEST ENGINEERING MECHANICAL • ELECTRICAL • ENERGY CONSULTANTS o � o � EXISTING INCOMIN POWER UTILITY SERVICE (E) 3000A 480Y/277V 30 4W ' MSWB1 ' EXISTING 1000A EXISTING 3 METER EXISTING 600A NEW 3 METER SECTION HOUSE SECTION SECTION TENANT METER 1200A SECTION UGPS —1 F — —2� 3� 4� t t 8 TM `i" `i" `i" `i" M (E) I\ I (E) I (E) I (E) I (E) I (E) 30 I 1000A 100A 100A 200A 600A 200A 200A 200A 3P 3P I 3P I 3P I 3P I 3P 3P 3P N G -� �STINNCC -- J`� ISTINN" 200-Y 200 Y 200 Y / I EXISTING NEW NEW NEW EXISTING PANEL PANEL PANEL PANEL SERVICE GROUND (E) I I XH' I 'HD' 'HG' 'HA' EXISTING 125A L FIRE PUMP EXISTING 3P UNIT R4 MOUNTING: FED FROM: NEMA: AIC RATING: SURFACE MSWB1 1 65,000 LOCATION: PANEL HG ( NEW) SUITE M7G VOLTAGE: BUS: MAIN: FEEDER: 480Y/277V 3PH 4W 200 A 200 A 200 -Y w Z DESCRIPTION A B C w ~ w a a ¢ a t�ci ¢ _ o PHASE o cit� � a Q a ¢ w a~ w A B C DESCRIPTION w z RTU 7 4432 N 3 20 1 A 2 20 1 L 5 EXIT SIGN 4432 N 3 B - 4 SPACE 4432 N -- 5 C 6 RTU 8 4432 N 3 20 7 A- 8 SPACE ------ 4432 N 9 B 10 SPACE 4432 N 11 C 12 S PAC E SPACE 13 A 14 SPACE SPACE 15 B - 16 SPACE SPACE 17 C 18 SPACE SPACE 19 A - 20 SPACE SPACE 21 B 22 SPACE SPACE 23 C 24 SPACE SPACE 25 A 26 SPACE SPACE 27 B 28 SPACE SPACE 29 C 30 SPACE SPACE 31 A 32 SPACE SPACE 33 B - 34 SPACE SPACE 35 C 36 SPACE SPACE 37 A - 38 SPACE SPACE 39 B 40 SPACE SPACE 41 C 42 SPACE S U BTOTALS 8864 8864 8864 5 0 0 CEC LOAD CALC: LOAD TYPE (L) LIGHTING (R) RECEPTACLE (M) MOTOR LARGEST MOTOR (C) CONTINUOUS (N) NON -CONTINUOUS (K) KITCHEN (NEC 220.56) (S) SPECIAL DEMAND TOTALS CONNECTED VA 5 0 0 0 26592 0 0 26597 DEMAND FACTOR 1.25 NEC 220.44 1.25 0.25 1.25 1.00 0.65 1.00 DEMAND VA 6 0 0 0 0 26592 0 0 26598 DEMAND AMPS 0 0 0 0 0 32 0 0 SUBTOTALS: PHASE NOTES: 8869 VA A 8864 VA B 8864 VA C 26597 VA TOTAL 32 AMPS TOTAL AMPS CONNECTED AT 480Y/277V 3PH 4W WITH LCL 32 A \ / I (E) EXISTINN( -- 100-D 100 D 100 D 5A I EXISTING 1212 UNIT R4 T-X T-D T-G T-A F150 KVA 75 KVA 75 KVA 75 KVA PRI:480V 1177'ki PRI:480V PRI:480V PRIA80V (E) I V SEC:208Y/120V L SEC:208Y/120 SEC:208Y/120 L SEC:208Y/120 125A EXISTING 3P I UNIT R4 \ /7 STIN" 200 Y 200 Y 200 Y EXISTING NEW NEW NEW (E) I PANEL PANEL PANEL PANEL 125A I XL' EXISTING 3P UNIT R4 L \/ I (E) 125A EXISTING 3P UNIT R4 (E) 125A EXISTING 3P UNIT R4 ,�XISTIN L EXISTING PANEL 'XH' L RISTINC>—i T-X 150 KVA PRIA80V L SEC:208Y/120V ,E_XISTIN, EXIS�ITING PANEL 'XL' L SINGLE LINE DIAGRAM MOUNTING: SURFACE FED FROM: MSWB1 NEMA 1 AIC RATING: 65,000 LOCATION: PANEL HD ( NEW) SUITE M7D VOLTAGE: BUS: MAIN: FEEDER: 480YI277V3PH 4W 200 A 200 A 200 -Y z DESCRIPTION A B C ~ a a C7 ¢ _ PHASE � C� ¢ ¢ a~ A B C DESCRIPTION z RTU4 4432 N 3 20 1 A 2 20 1 L 5 EXIT SIGN - - - - - - 4432 N 3 B - 4 S PAC E 4432 N 5 C 6 SPACE RTU 5 PF 4432 N 3 20 7 A- 8 S PAC E - - - - - - 4432 N 9 B 10 S PAC E SPACE 4432 N N - 3 20 11 13 C A - - 12 14 RTU 6 4432 4432 SPACE ------ N 15 B - 16 SPACE ------ 4432 N -- 17 C 18 SPACE SPACE 19 A - - 20 SPACE SPACE SPACE 21 B - 22 SPACE 23 C 24 SPACE SPACE 25 A 26 SPACE SPACE 27 B 28 SPACE SPACE 29 C 30 SPACE SPACE 31 A - - 32 SPACE SPACE 33 B - 34 SPACE SPACE 35 C 36 SPACE SPACE 37 A - - 38 SPACE SPACE 39 B - 40 ISPACE SPACE 11, 41 C 42 SPACE SUBTOTALS PF 13296 FF 13296 13296 5 FF 0 0 CEC LOAD CALC: LOAD TYPE (L) LI GHTI NG (R) RECEPTACLE (M) MOTOR LARGEST MOTOR (C) CONTINUOUS (N) NON -CONTINUOUS (K) KITCHEN (NEC 220.56) (S) SPECIAL DEMAND TOTALS CONNECTED VA IF 5 r 0 r 0 0 39888 0 0 39893 DEMAND FACTOR F 1.25 F NEC 220.44 v 1.25 0.25 1.25 1.00 0.65 1.00 DEMAND VA 6 0 0 0 0 39888 0 0 39894 DEMAND AMPS 0 v 0 0 0 0 48 0 0 SUBTOTALS: PHASE NOTES: 13301 VA A 13296 VA B 13296 VA C 39893 VA TOTAL 48 AMPS TOTAL AMPS CONNECTED AT 480Y/277V 3PH 4W WITH LCL 48 A PANEL SCHEDULES 1 2 CONSTRUCTION NOTES REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING ®STRUCTURAL MECHANICAL ®PLUMBING []ELECTRICAL ®ENERGY ®ACCESSIBILITY ❑FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR®LOCAL REGULATIONS. -t"4 " _- [."' DATE: BY: WEST COAST CODE CONSULTANTS, INC. 412 E. Vanderbilt Way Phone: 909-890-3700 San Bernardino, CA 92408 Fax: 909-890-3770 Email: cadd@designwesteng.com ALL IDEAS, DESIGNS AND ARRANGEMENTS INDICATED ON THESE DRAWINGS ARE THE PROPERTY OF DESIGN WEST ENGINEERING, INC. AND ARE INTENDED TO BE USED IN CONNECTION WITH THIS SPECIFIC PROJECT ONLY AND SHALL NOT OTHERWISE BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. THERE SHALL BE NO CHANGES OR DEVIATIONS FROM THESE DRAWINGS OR ACCOMPANYING SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF DESIGN WEST ENGINEERING. ISSUE DATE BY ISSUE FOR REVS NUM. DATE BY REVISION FOR CONSULTANT PROJECT TITLE L 0 U LLJ 0 SHEET TITLE J W n 0 75 Wry U) W 0 0 SUBMITTED Q M k/23/2022 U75 CIT�:bF FEDERAL WAY COMMTY DEVELOPMENT O U- U *2-101385 W LL O z LL w r U 0 I — gD P. WASh, j�'�� 7 SINGLE LINE DIAGRAM & PANEL SCHEDULES DESIGNED BY AJ DRAWN BY RS CHECKED BY LM DATE 08.23.22 SCALE AS NOTED JOB NO. 21-102 SHEET NO. EOm3 DESIGN WEST ENGINEERING MECHANICAL • ELECTRICAL • ENERGY CONSULTANTS MOUNTING: SURFACE PANEL VOLTAGE: 480Y/277V 3PH 4W FED FROM: MSWB1 HA BUS: 200 A NEMA: 1 ( NEW) MAIN: 200 A AIC RATING: 65,000 LOCATION: SUITE M7A FEEDER: 200 -Y w w w a- � o o � a n- w w w - ¢ o c3 Q �_, A B C I _ I-_ a Q _ PHASE _j Q a~ A B C DESCRIPTION z SPACE 1 A- - 2 20 1 1 L 15 EXITSIGNS SPACE 1 3 - B - 4 I 1 1 SPACE SPACE 5 - - C 6 L SPACE SPACE I 7 A - - 8 I 1 SPACE SPACE 9 - B - 10 I SPACE SPACE I I I 11 - - C 12 1 SPACE SPACE 13 A - 14 SPACE SPACE 15 - B - 16 1 1 SPACE SPACE 17 C 18 SPACE SPACE 19 A 20 SPACE SPACE "Ill 21 B 22 SPACE SPACEI 2 1-1-1 im� 23 C 24 S PAC E SPACE �t�_t�t�t�_t�t�t 25 A - - 26 SPACE SPACE 27 B - 28 SPACE SPACE 1 29 - - C 30 SPACE SPACE 31 A - - 32 SPACE SPACE I I I 1 33 - B - 34 1 S PAC E SPACE 35 - - C 36 SPACE SPACE 37 A - - 38 1 SPACE .SPACE I 39 - B - 40 S PAC E SPACE 41 - - C 42 SPACE S U BTOTALS 0 0 0 15 0 0 CEC LOAD CALC: CONNECTED DEMAND DEMAND DEMAND SUBTOTALS: PHASE NOTES: LOAD TYPE VA FACTOR VA AMPS 15 VA A (L) LIGHTING 15 1.25 19 0 0 VA B (R) RECEPTACLE 0 NEC 220.44 0 0 0 VA C (M) MOTOR 0 1.25 0 0 15 VA TOTAL LARGEST MOTOR 0.25 0 0 0 AMPS (C) CONTINUOUS 0 1.25 0 0 (N) NON -CONTINUOUS 0 1.00 0 0 (K) KITCHEN (NEC 220.56) 0 0.65 0 0 (S) SPECIAL DEMAND 0 1.00 0 0 TOTALS 15 19 TOTAL AMPS CONNECTED AT 480Y/277V 3PH 4W WITH LCL 0 A o � o � MOUNTING: SURFACE PANEL VOLTAGE: 480Y/277V 3PH 4W FED FROM: MSWB1 XH BUS: 400 A N EMA 1 (NEW) MAI N: 400 A AIC RATING: EXISTING LOCATION: MAIN ELECTRICAL ROOM FEEDER: EXISTING Lu Lu Lu a- a- � ._1 ._1� a a w w w Q (D � a �_,I_a A B C a _ PHASE _j a a~ A B C DESCRIPTION �_,DESCRIPTION 1 2ND FLR NORTH LTG 2500 ....... ........ L 1 20 1 A- 2 20 1I'll ........ SPARE 1 1 2ND FLR SOUTH LTG 2500 L 1 20 3 - B - 4 20 1 LI'llWiiiiiiiiiiiiii 2ND FLOOR LIGHTING 1 1 2ND FLR HALL LTG 2500 L 1 20 5 C 6 20 1 L 3rd FLOOR LIGHTING 1 1 SPARE ........ 1 20 7 A- - 8 20 1I'llI'll 11 11 SPARE 1 1 IST FLOOR 4ALIGHTING .... ........ 2500 ........ ....... L 1 20 9 - B - 10 20 1 L11 11 E WWWIINII iiiiiiiiiiiiiiiiiiii STAIRWELL LIGHTING 1 1 EXISTING LOAD 6094 N 3 45 11 - - C 12 20 1 L 11 STAIRWELL LIGHTING 1 - - - - - - 6094 .... N - - - - 13 A - - 14 20 1 L 264 SITE LIGHTING 2 ........ 6094 N 15 B - 16 20 1 L EXTERIOR LIGHTING 1 2 EF 1 305 M 3 20 17 - - C 18 20 1 L 11 EXTERIOR LIGHTING 1 305 M - • 19 A - - 2011 . SPACE ........ . 305 ........ M 21 B - 22 . SPACE 1 XFMR T-X 3 70 23 C 24 15 3 N 11 1939 EXISTING LOAD 1 25 A 26 N 1939 27 B 28 - N 1939 SPACEI'll I C 30 20 2 I'll,29 11 SPARE 1 1 EXISTING LOAD 6094 ........... N 3 45 31 A 32 ......... 6094 N - - - - 33 - B - 34 100 3 .I ........ SPARE 1 6094 N -- 35 C 36 SPACE 37 A 38 SPACE 39 B 40 20 2 SPARE 1 SPACE 41 C 42 S U BTOTALS 14993 17493 14993 2203 1939 1939 CEC LOAD CALC: CONNECTED DEMAND DEMAND DEMAND SUBTOTALS: PHASE NOTES: LOAD TYPE VA FACTOR VA AMPS 17196 VA A 1. EXISTING BREAKER, EXISTING LOAD (L) LIGHTING 10264 1.25 12830 15 19432 VA B 2. NEW BREAKER, NEW LOAD (R) RECEPTACLE 0 NEC 220.44 0 0 16932 VA C (M) MOTOR 914 1.25 1143 1 53559 VA TOTAL LARGEST MOTOR 0.25 0 0 70 AMPS (C) CONTINUOUS 0 1.25 0 0 (N) NON -CONTINUOUS 42381 1.00 42381 51 (K) KITCHEN (NEC 220.56) 0 0.65 0 0 (S) SPECIAL DEMAND 0 1.00 0 0 TOTALS 53559 56354 TOTAL AMPS CONNECTED AT 480YI277V 3PH 4W WTH LCL 68 A MOUNTING: SURFACE PANEL VOLTAGE: 480Y/277V 3PH 4W FED FROM: XH LH BUS: 225 A NEMA: 1 ( EXISTING) MAIN: 150 A AIC RATING: 65,000 LOCATION: PETSUPPLIES FEEDER: EXISTING Lu w w a- = a c = I- ._1 ._1 _ I-_ = a- c� a- Lu LuLu z I-_ a a _ _j ¢ ¢ a~ �_, DESCRIPTION A B C < PHASE A B C DESCRIPTION 1 SPARE 1 20 1 A 2 20 1 R 180 PSE ANTENNA REC 1 1 FIRE SYSTEM COMPRESSOR 500 N 1 20 3 B 4 20 1 SPARE 1 1 FIRE ALARM POWER 250 N 1 20 5 C 6 20 1 N 250 EXISTING LOAD 1 SPACE 7 A - 8 20 1 SPARE 1 MAINTENANNCE REC 180 R 1 20 9 B 10 20 1 SPARE 1 WATER BOOSTER PUMP 3000 N 3 50 11 C 12 20 1 I I SPARE 3000 N 13 A 14 20 1 C 250 EXT. LTG CNTRL 1 3000 N - - 15 B - 16 50 2 SPARE 1 SPACE 17 C 18 1 EXISTING LOAD 1080 N 3 20 19 A 20 SPACE ----- 1080 N -- -- 21 - B 22 SPACE 1080 N 23 C 24 SPACE 25 A - 26 SPACE SPACE :. 27 B - 28 SPACE SPACE 29 SPACE SPACE 31 A - - 32 SPACE SPACE 33 B 34 SPACE SPACE 35 C 36 SPACE SPACE 37 A 38 SPACE 1 JOB SHACK 2600 N 2 50 39 B - 40 SPACE 2600 N - - 41 C 42 SPACE SUBTOTALS 4080 7360 6930 430 0 250 CEC LOAD CALC: CONNECTED DEMAND DEMAND DEMAND SUBTOTALS: PHASE NOTES: LOAD TYPE VA FACTOR VA AMPS 4510 VA A 1. EXISTING BREAKER, EXISTING LOAD (L) LIGHTING 0 1.25 0 0 7360 VA B 2. NEW BREAKER, NEW LOAD (R) RECEPTACLE 360 NEC 220.44 360 0 7180 VA C (M) MOTOR 0 1.25 0 0 19050 VA TOTAL LARGEST MOTOR 0.25 0 0 27 AMPS (C) CONTINUOUS 250 1.25 313 0 (N) NON -CONTINUOUS 18440 1.00 18440 22 (K) KITCHEN (NEC 220.56) 0 0.65 0 0 (S) SPECIAL DEMAND 0 1.00 0 0 TOTALS 19050 19113 TOTAL AMPS CONNECTED AT 480Y/277V 3PH 4W WITH LCL 23 A REVIEWED FOR CODE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING ESTRUCTURAL ®MECHANICAL ®PLUMBING []ELECTRICAL ®ENERGY ®ACCESSIBILITY [-]FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL. ST/A�/TE,LOCAL REGULATIONS. BY. 2adrti. DATE.09/06/22 WEST COAST CODE CONSULTANTS, INC. PANEL SCHEDULES 3J 412 E. Vanderbilt Way Phone: 909-890-3700 San Bernardino, CA 92408 Fax: 909-890-3770 Email: cadd@designwesteng.com ALL IDEAS, DESIGNS AND ARRANGEMENTS INDICATED ON THESE DRAWINGS ARE THE PROPERTY OF DESIGN WEST ENGINEERING, INC. AND ARE INTENDED TO BE USED IN CONNECTION WITH THIS SPECIFIC PROJECT ONLY AND SHALL NOT OTHERWISE BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. THERE SHALL BE NO CHANGES OR DEVIATIONS FROM THESE DRAWINGS OR ACCOMPANYING SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF DESIGN WEST ENGINEERING. ISSUE DATE BY ISSUE FOR REVISION: NUM. DATE BY REVISION FOR CONSULTANT PROJECT TITLE J W 0 0 2 W � co W 7 L O SUBMITTED 0 Q 2 4k/23/2022 U CIT�OF FEDERAL WAY COMMTY DEVELOPMENT 0 Q 02-101385 *U- o. V) Q W -V- Lu 0 0 Z r---_ Lu LL LLJ r U 0 gD P �� , WAS j�� a -�' GI Y 1` o SHEEN PANEL SCHEDULES DESIGNED BY AJ DRAWN BY RS CHECKED BY LM DATE 08.23.22 SCALE AS NOTED JOB NO. 21-102 SHEET NO. EOm4 GENERAL NOTES DESIGN WEST ENGINEERING MECHANICAL • ELECTRICAL • ENERGY CONSULTANTS ,. MAINS SWITCHBOARD'MSWB1 ENLARGED ELECTRICAL ROOM SCALE: 1/8" = V-0" ELECTRICAL SITE PLAN I SCALE: 1/8" = V-0" 1 2 CONSTRUCTION NOTES OEXISTING LIGHT POLE TO BE RELOCATED. INTERCEPT AND EXTEND EXISTING CONDUIT AND CONDUCTORS TO NEW LOCATION. REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING 9STRUCTURAL ®MECHANICAL ®PLUMBING [—]ELECTRICAL ®ENERGY ®ACCESSIBILITY ❑FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,, ORLOCAL REGULATIONS. BY: 7"4Uk 4� DATE:09/06/22 WEST COAST CODE CONSULTANTS, INC. 412 E. Vanderbilt Way Phone: 909-890-3700 San Bernardino, CA 92408 Fax: 909-890-3770 Email: cadd@designwesteng.com ALL IDEAS, DESIGNS AND ARRANGEMENTS INDICATED ON THESE DRAWINGS ARE THE PROPERTY OF DESIGN WEST ENGINEERING, INC. AND ARE INTENDED TO BE USED IN CONNECTION WITH THIS SPECIFIC PROJECT ONLY AND SHALL NOT OTHERWISE BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. THERE SHALL BE NO CHANGES OR DEVIATIONS FROM THESE DRAWINGS OR ACCOMPANYING SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF DESIGN WEST ENGINEERING. ISSUE DATE: U/1 I C LS T REVISION: ISSUE FOR NUM. DATE BY REVISION FOR CONSULTANT PROJECT TITLE 0 U O J W r) O 75 W U) M W 7 G. O SUBMITTED O Q M k/23/2022 U75 CIT�:bF FEDERAL WAY COTY DEVELOPMENT O u- U *2-101385 OC u Q Lu 'r- w I— O o Z ti LL W U O ZD Q STAMP gD P � z 54830 c,4 ;P0 GISTEg�'� �s`SjONAL�� SHEET TITLE ELECTRICAL SITE PLAN DESIGNED BY Al DRAWN BY Rs CHECKED BY LM DATE 08.23.22 SCALE AS NOTED JOB NO. 21-102 SHEET NO. El ol GENERAL NOTES DESIGN WEST ENGINEERING MECHANICAL • ELECTRICAL • ENERGY CONSULTANTS 10 11 12 13 14 15 16 17 CONSTRUCTION NOTES D O PROVIDE 1" C.O. WITH PULLSTRING FROM LANDLORD ELECTRICAL ROOM FOR TELEPHONE CABLING. O PROVIDE (2) 2" C.O. WITH PULLSTRING FROM LANDLORD ELECTRICAL ROOM FOR TELEPHONE CABLING. OPROVIDE AND INSTALL 30A 3P H.D. WEATHERPROOF NEMA 3R RATED FUSED DISCONNECT. FUSING PER MECHANICAL EQUIPMENT MANUFACTURERS REQUIREMENTS. VERIFY EXACT LOCATION AND REQUIREMENTS WITH MECHANICAL CONTRACTOR. O PROVIDE AND INSTALL 30A 2P H.D. WEATHERPROOF NEMA 3R RATED FUSED DISCONNECT. FUSING PER MECHANICAL EQUIPMENT MANUFACTURERS REQUIREMENTS. VERIFY EXACT LOCATION AND REQUIREMENTS WITH MECHANICAL CONTRACTOR. OROUTE (1)1"C. TO ACCESSIBLE CEILING SPACE WITHIN SUITE M7A FOR FUTURE HEAT PUMP UNITS. ^ O PROVIDE 1" C.O. WITH PULLSTRING FROM LANDLORD FACP FOR FIRE (J ALARM CABLING. O7 PROVIDE (4)4"C. WITH PULLSTRING TO ACCESSIBLE CEILING SPACE ABOVE SECOND FLOOR MDF. OROUTE (1)3/4"C. WITH PULLSTRING TO ACCESSIBLE SPACE ABOVE TENANT PANEL FOR SIGN CIRCUIT. -v_ REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING ESTRUCTURAL ®MECHANICAL ®PLUMBING ❑ELECTRICAL ®ENERGY ®ACCESSIBILITY [—]FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. BY: � 14 -s—•t�"� DATE: 09/06/22 WEST COAST CODE CONSULTANTS, INC. ELECTRICAL FLOOR PLAN I SCALE: 1/8"= 11 412 E. Vanderbilt Way Phone: 909-890-3700 San Bernardino, CA 92408 Fax: 909-890-3770 Email: cadd@designwesteng.com ALL IDEAS, DESIGNS AND ARRANGEMENTS INDICATED ON THESE DRAWINGS ARE THE PROPERTY OF DESIGN WEST ENGINEERING, INC. AND ARE INTENDED TO BE USED IN CONNECTION WITH THIS SPECIFIC PROJECT ONLY AND SHALL NOT OTHERWISE BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. THERE SHALL BE NO CHANGES OR DEVIATIONS FROM THESE DRAWINGS OR ACCOMPANYING SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF DESIGN WEST ENGINEERING. ISSUE DATE: DATE BY REVISION: Z ISSUE FOR NUM. DATE BY REVISION FOR CONSULTANT PROJECT TITLE J W r) O 75 Lu 0. W 0 Q U Q LL Df W I— Z W U O ZD Q v) M Z o O RSUBMITTED M k/23/2022 75 CIT�:bF FEDERAL WAY OCOMMTY DEVELOPMENT U�2-101385 STAMP gD P WAS.F� � z 54830 c,4 ;P0 GISTEg�'� �s`SjDNAL�� SHEET TITLE ELECTRICAL FLOOR PLAN DESIGNED BY Al DRAWN BY Rs CHECKED BY LM DATE 08.23.22 SCALE AS NOTED JOB NO. 21-102 SHEET NO. El m2 GENERAL NOTES: 1. ALL ROOF PENETRATIONS SHALL HAVE FLASHING PER THE ARCHITECTURAL DETAIL. PROVIDE AND INSTALL WEATHERPROOF NEMA 3R DISCONNECT SIZED PER PLAN. VERIFY REQUIREMENTS WITH MECHANICAL CONTRACTOR FOR UNIT LOCATION AND EXACT 0 ELECTRICAL REQUIREMENTS PROVIDE EQUIPMENT PER 1 & ELECTRICAL SPECIFICATIONS. UNISTRUT RACK—/ UNISTRUT RACK 4 2 CONSTRUCTION NOTES: 3 1O MECHANICAL UNIT. O2 SEALTITE WEATHERPROOF FLEXIBLE CONDUIT CONNECTION. O3 ROOF STRUCTURE AND FLASHING PER ARCHITECTURAL PLANS. 4 VERIFY STRUCTURAL ATTACHMENT WITH STRUCTURAL ENGINEER. -113 19 15 MECHANICAL UNIT DISCONNECT 1 -114 110 16 12 -115 17 13 REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING IKSTRUCTURAL ®MECHANICAL ®PLUMBING []ELECTRICAL ®ENERGY ®ACCESSIBILITY [—]FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,, OR®LOCAL REGULATIONS. BY: Y C. DATE:09/06/22 WEST COAST CODE CONSULTANTS, INC. - 1161 - 2L - 181 - 4 DESIGN WEST ENGINEERING MECHANICAL • ELECTRICAL • ENERGY CONSULTANTS 412 E. Vanderbilt Way Phone: 909-890-3700 San Bernardino, CA 92408 Fax: 909-890-3770 Email: cadd@designwesteng.com ALL IDEAS, DESIGNS AND ARRANGEMENTS INDICATED ON THESE DRAWINGS ARE THE PROPERTY OF DESIGN WEST ENGINEERING, INC. AND ARE INTENDED TO BE USED IN CONNECTION WITH THIS SPECIFIC PROJECT ONLY AND SHALL NOT OTHERWISE BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. THERE SHALL BE NO CHANGES OR DEVIATIONS FROM THESE DRAWINGS OR ACCOMPANYING SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF DESIGN WEST ENGINEERING. ISSUE DATE: U/1 I C REVISION: Z BY ISSUE FOR NUM. DATE BY REVISION FOR CONSULTANT PROJECT TITLE 0 U O w 0 O 2 wU) M w Z 7 O SUBMITTED O Q k/23/2022 U CIT�:bF FEDERAL WAY COTY DEVELOPMENT O u- U *2-101385 OC u) Q w � w I- O 0 Z ti LL w U O ZD Q STAMP gD P � z 54830 c,4 ;P0 GISTEg�'� �s`SjDNAL�� SHEET TITLE ELECTRICAL DETAILS DESIGNED BY Al DRAWN BY Rs CHECKED BY LM DATE 08.23.22 SCALE AS NOTED JOB NO. 21-102 SHEET NO. E2ml DRAWING INDEX N N N O N O N U O O O cD / Cn c� a N 3 S d C_ O N / CD cii SHEET NO. DRAWING TITLE s al ,a st z Teen Center Federal Way Transit eramm s=,au- SninSangp Center- park&Ride s CV-1.0 COVER SHEET Best Buy IP s 3rsms - C�Ilfornla Burrito it s Town v a Pavilions Centre 11 Taw Shnp sas+n Pl SquarePa, sarnns KumKang3an I� CV-1.1 PACLAND GENERAL NOTES p �B"Gf"' Buffet Mariann's Market & De11Q Harnpl°n inn fy Sunes PROJECT SITE re UPSStnre� sTrsdetJae'sQTJMarx� GatewayCentery THE96aatlle,FederalWay CV-1.2 CITY OF FEDERAL WAY AND LAKEHAVEN UTILITY DISTRICT GENERAL NOTES �h� CenterAlaza 1 OF 10 SURVEY SeaTac Wlageej s slvr^ % Shopping Center GS Lays Testing _ weu.Farg° < MCDonmrfa9 © �'FederalWay 2 OF 10 SURVEY e Red Loyster� QStaryucks OF 10 SURVEY UW Neighlyorhood ©Te&t°s atone Cllnhcand 'Air 532mhst Panera BreadQ Federal Way C]iQ ... 769 5321}th 3 OF 10 SURVEY Ghlcwfil-o.r:. Merrill Lyn QFlanet Fitness Best Western Plus ! 7 Wealth Manageme 4 Seatlle/Faderal Way© ail /1! r Ro°icwelf Colli .yrat[nn Center -he Commons Ta'getQ ,� �! (� $'Seat]le service can 5 OF 10 SURVEY Federal Way v I<c1,IsQ PERMIT SUBMITTAL 6 OF 10 SURVEY 'lLe6 Bchoecnana Cl.-. li !!,!� JJt! 7 OF 10 SURVEY -N-Datta°oporateQ 8 OF 10 SURVEY s3z,��s ,�' affice West Federal We e Federal Way Driver s' I, %� Disc°un7Guns 7 W ©GnenaingOffine ,,r;��'j!1 _- _ - 9 OF 110SURVEY 0 SURVEY Belm°r Park! ' Federal Way Goodwill IPE[Ilort Bay Tay Sauna Manufactured Home senlmm� =n r�! �! I J 1701 S COMMONS D-1.0 DEMOLITION AND EROSION CONTROL PLAN G&HPilot CarsP ? !! !; D-2.0 EROSION CONTROL DETAILS srvial Lr Bak°reanQ C-1.0 OVERALL SITE PLAN §Har I wlns .Williams al�.�a°. C-1.1 ENLARGED SITE PLAN *urge. Exemss9PIm Slere w WeyerhaeuselQ 'an � Pnr°hllg"'Apatlmentaq S aTaN PI o Te°nn°'ugyGenter FEDERAL WAY, KING COUNTY, WA 98003 C-2.0 GRADING AND DRAINAGE PLAN lJnited Slates Postal C-3.0 UTILITY PLAN VICINITY MAP C-5.0 SANITARY SEWER DETAILS C-6.0 STORM DRAINAGE DETAILS NOT TO SCALE C-6.1 STORM DRAINAGE DETAILS C-7.0 WATER DETAILS C-7.1 WATER DETAILS C-8.0 PAVING AND SITE DETAILS C-8.1 SITE DETAILS C-8.2 SITE DETAILS CONSULTANTS LEGAL DESCRIPTION GOVERNING AGENCIES UTILITIES ARCHITECT: THAT PORTION OF LOT 1 OF SEA TAC MALL, AS PER PLAT RECORDED IN VOLUME 97 OF PLATS, BUILDING DIVISION DONAHUE DESIGN GROUP ARCHITECTS LLC PAGES 39 THROUGH 42, IN KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS 33325 8TH AVE. S STORMWATER 8383 158TH AVE NE FOLLOWS: FEDERAL WAY, WA 98003 CITY OF FEDERAL WAY DEPARTMENT OF PUBLIC WORKS SUITE 250 (253) 835-2633 33325 8TH AVENUE SOUTH REDMOND, WA 98052 BEGINNING AT THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 21 CONTACT: SCOTT SPROUL FEDERAL WAY, WA 98003 (425) 285-9992 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, KING COUNTY WASHINGTON; (253) 835-2700 CONTACT: JOE DONAHUE, AIA CONTACT: EJ WALSH, P.E GENERAL NOTES THENCE ALONG THE NORTH LINE OF LAST SAID SUBDIVISION NORTH 88'16'31" WEST 1,957.76 FEET; PLANNING DIVISION CIVIL: 33325 8TH AVE. SOUTH WATER PACLAND THENCE SOUTH 01'13'23" WEST 50.00 FEET TO THE SOUTH LINE OF SOUTH 320TH STREET (P.S.H. FEDERAL WAY, WA 98003 LAKEHAVEN UTILITY DISTRICT 6814 GREENWOOD AVENUE N. NO 5) RIGHT-OF-WAY, SAID LINE DEFINED IN KING COUNTY RECORDING NOS. 2726484, 2726485 (253) 835-2655 31627 1ST AVE S 1. SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE PROJECT SPECIFICATIONS, CURRENT DOT SEATTLE, WA 98103 AND 2748762, BEING THE TRUE POINT OF BEGINNING; FEDERAL WAY, WA 98003 SPECIFICATIONS, CITY OF FEDERAL WAY STANDARDS, AND LAKEHAVEN WATER & SEWER DISTRICT (206) 522-9510 (253) 941-1516 STANDARDS AND SPECIFICATIONS, WHICH ARE HEREBY REFERENCED AS PART OF THESE PLANS. CONTACT: WILLIS LIU THENCE SOUTH 01'43 29 WEST 400.00 FEET ALONG A LINE WHICH IS 90'00 00 TO THE SOUTH LINE CONTACT: BRIAN ASBURY 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. JEFF CHAMBERS, P.E. OF SAID SOUTH 320TH STREET TO A POINT; CITY OF FEDERAL WAY DEPARTMENT OF PUBLIC WORKS THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON 33325 8TH AVENUE SOUTH THIS PLAN SHEET ARE BASED UPON THE SURVEY PREPARED BY AXIS SURVEY & MAPPING DATED SURVEYOR: THENCE NORTH 88'16'31" WEST 14.00 FEET ALONG A LINE WHICH IS PARALLEL TO SAID NORTH LINE FEDERAL WAY, WA 98003 SEWER JUNE 2021. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS, INCLUDING ANY AXIS SURVEY & MAPPING OF SECTION 16 TO A POINT; (253) 835-2700 LAKEHAVEN UTILITY DISTRICT 15241 NE 90TH ST, SUITE 100 UTILITIES THAT WERE NON -LOCATABLE AND/OR UNMARKED, SUCH AS PVC, CLAY, HDPE, OR REDMOND, WA 98052 " CONTACT:EJ WALSH, P.E 31DER 1ST AVE S CONCRETE, PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE THENCE SOUTH 01'43 29 WEST 524.32 FEET ALONG A LINE WHICH IS 90'00 00 TO THE SOUTH LINE FEDERAL WAY, WA 98003 (425) 823-5700 OF SAID SOUTH 320TH STREET TO A POINT; (253) 941-1516 DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION CONTACT: ZANE NALL, P.L.S. SOUTH KING FIRE & RESCUE CONTACT: BRIAN ASBURY OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, THENCE NORTH 88'16'31" WEST 580.96 FEET ALONG A LINE WHICH IS PARALLEL TO SAID NORTH STATION 62 (HEADQUARTERS) INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT LINE OF SECTION 16 TO A POINT ON THE EAST LINE OF PACIFIC HIGHWAY (16TH AVENUE SOUTH) 31617 1ST AVE S. ELECTRIC: HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO RIGHT-OF-WAY AS DEFINED BY MAP AND PROFILE BEARING APPROVAL DATE OF MAY 25, 1973, FEDERAL WAY, WA 98003 PUGET SOUND ENERGY THE OWNER FOR REVIEW. AND AS REFERENCED UNDER KING COUNTY RECORDING NO 1778233; (253) 839-6234 6905 S 228TH ST 3. CAUTION - NOTICE TO CONTRACTOR KENT, WA 98032 THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION OF EXISTING UTILITIES AS SHOWN THENCE ALONG SAID EAST LINE NORTH 01'12'15" EAST 516.90 FEET TO THE SOUTHERLY LIMIT OF A (888) 225-5773 ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE SECTION OF EXTRA WIDTH HIGHWAY RIGHT-OF-WAY AS RECORDED SEPTEMBER 11, 1947 UNDER KING CONTACT: TBD POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS COUNTY RECORDING NO. BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT 3722661; GAS: LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. THIS BENCH MARK " PUGET SOUND ENERGY MAY INCLUDE POTHOLING, SCOPING, OR GRAVITY PENETRATING RADAR (GPR) AT THE CONTRACTOR'S THENCE ALONG THE SOUTHERLY LINE OF SAID RIGHT-OF-WAY SOUTH 88'47 45 EAST 15.00 FEET; 6905 S 228TH ST EXPENSE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING BASIS OF BEARINGS: NORTH 88' 18 03 WEST ALONG KENT, WA 98032 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. THE NORTH LINE OF THE NW 1/4 SEC. 16, TWP. 21N., THENCE ALONG THE EASTERLY LINE OF SAID RIGHT-OF-WAY NORTH 01'12'15" EAST 229.33 FEET; (888) 225-5773 4. ALL NECESSARY INSPECTION AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE THENCE PARALLEL TO THE NORTH LINE OF LAST SAID SUBDIVISION SOUTH 88'1631 EAST 178.36 OWNER 4E., W.M. CONTACT: TBD COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSIONAND THE FINAL FEET; COMMUNICATIONS: CONNECTION OF SERVICES. HORIZONTAL DATUM: NAD '83/'91 PER CITY OF MERLONE GEIER PARTNERS CENTURYLINK 5. SITE WORK FOR THIS PROJECT SHALL BE CONSTRUCTED PER THE APPROVED, SIGNED CONSTRUCTION FEDERAL WAY CONTROL POINTS THENCE PARALLEL TO THE CENTERLINE OF PACIFIC HIGHWAY AS DEFINED BY MAP AND PROFILE 4365 EXECUTIVE DR # 1400 (855) 891-4083 PLANS. ELECTRONIC FILES SHALL NOT BE CONSIDERED CONSTRUCTION DOCUMENTS UNLESS SPECIFICALLY BEARING APPROVAL DATE MAY 25, 1973 NORTH 01'12'15" EAST 178.00 FEET TO THE SOUTH LINE SAN DIEGO, CA 92121 STATED AS SUCH AND HANDLED IN ACCORDANCE WITH THE BID DOCUMENTS. SIGNED PAPER PLANS SHALL VERTICAL DATUM: NGVD '29 PER CITY OF FEDERAL WAY OF SOUTH 320TH STREET (P.S.H. NO. 5) RIGHT-OF-WAY AS PREVIOUSLY DEFINED (THE NORTHERLY (206) 439-2330 TAKE PRECEDENCE OVER ELECTRONIC FILES. EXTENSION OF LAST SAID COURSE WOULD INTERSECT THE NORTH LINE OF SAID NORTHWEST CONTACT: GLENN GOODMAN 6. THE CONTRACTOR SHALL MAINTAIN A SET OF THE CONSTRUCTION PLANS ON -SITE AT ALL TIMES WHILE QUARTER 240.68 FEET EASTERLY OF ITS NORTHWEST CORNER AS MEASURED APPLICANT SITE DATA CONSTRUCTION IS IN PROGRESS. ALONG ITS NORTH LINE); RESUBMITTED THENCE ALONG SAID SOUTH RIGHT-OF-WAY LINE SOUTH 88'16'31" EAST 410.00 FEET TO THE POINT MERLONE GEIER PARTNERS ZONE: CITY CENTER CORE (CC-C) 8/23/2022 OF BEGINNING; 4365 EXECUTIVE DR # 1400 PARCEL NO.: 762240-0015 SAN DIEGO, CA 92121 CITY OF FEDERAL WAY EXCEPT THAT PORTION THEREOF CONVEYED TO THE CITY OF FEDERAL WAY FOR RIGHT-OF-WAY (206) 439-2330 COMMUNITY DEVELOPMENT PURPOSES BY DEED RECORDED MAY 17, 2000 UNDER KING COUNTY RECORDING NO CONTACT: GLENN GOODMAN SITE AREA: 11.48 ACRES 20000517000228; 2 2 -1013 8 5 AND EXCEPT THAT PORTION THEREOF TAKEN BY THE CITY OF FEDERAL WAY FOR RIGHT-OF-WAY PURPOSES BY DECREE OF APPROPRIATION IN KING COUNTY SUPERIOR COURT CAUSE NO. 01-2-29487-3 KNT, ENTERED MARCH 27, 2002, AND RECORDED APRIL 03, 2002 UNDER KING COUNTY RECORDING NO. 20020403002613. No. Date By Revision Description 1 7 21 2022 PACLAND PERMIT REVISIONS #1 Designed By: Issue Date: WL 7/21/2022 PERMIT Drawn By: WL Checked By: Project No: JAC 10-415-018 A. C A 34375 �C', RAC ! S f ER �sSJONAL ES�7 6814 Greenwood Ave. N. T (206) 522-9510 Seattle, WA 98103 WWW.PAcLAND.COM REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING 19STRUCTURAL ®MECHANICAL ®PLUMBING []ELECTRICAL ®ENERGY ®ACCESSIBILITY ❑FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,, OR LOCAL REGULATIONS. BY 1.1W, Q_ � DATE:09/06/22 WEST COAST CODE CONSULTANTS, INC. Know what's below. Call before you dig. MERLONE GEIER PARTNERS THE COMMONS COVER SHEET CV-1.0 FEDERAL WAY, WA N N N CD N 0 N +a 3 U C:) CD CD CD Li Cn C� N 3 d C_ CD N Cn / CD 0i DEMOLITION NOTES SITE NOTES 1. DEMOLITION NOTES ARE FOR CLARIFICATION ONLY AND ARE SHOWN FOR THE CONTRACTOR'S BENEFIT. THESE 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY NOTES ARE NOT INTENDED TO BE COMPREHENSIVE. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL REGULATIONS AND CODES AND O.S.H.A. STANDARDS. EXISTING ON -SITE IMPROVEMENTS NECESSARY TO ACCOMMODATE THE PROPOSED CONSTRUCTION. 2. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION 2. CONTRACTOR IS TO REMOVE ALL EXISTING SURFACE IMPROVEMENTS AND DEBRIS WITHIN THE LIMITS OF WORK AND DIMENSIONS OF VESTIBULE, SLOPED PAVING, EXIT PORCHES, SIDEWALKS, UNLESS OTHERWISE NOTED. ALL DEBRIS FOUND ON SITE SHALL BE DISPOSED OF IN ACCORDANCE WITH RAMPS & TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT APPLICABLE STATE CODES. BUILDING UTILITY ENTRANCE LOCATIONS. 3. CONTRACTOR TO PROTECT EXISTING FEATURES WHICH ARE TO REMAIN. 3. DIMENSIONS SHOWN REFER TO FACE OF CURB, FACE OF BUILDING OR TO 4. ABANDONED PIPES LOCATED OUTSIDE PROPOSED BUILDING PAD LIMITS WITH AN EXCESS OF 3' COVER MAY BE THE CENTERLINE OF PAVEMENT STRIPING, UNLESS OTHERWISE NOTED. DECOMMISSIONED AND ABANDONED IN PLACE, PROVIDED THAT THESE ABANDONED UTILITIES ARE GROUTED AND 4. ALL PAVED PARKING LOT AREAS WITHIN THE LIMITS OF IMPROVEMENTS CAPPED. EXISTING SUBSURFACE IMPROVEMENTS AND DEBRIS WITHIN THE PROPOSED BUILDING PAD AREA, SHALL BE STANDARD DUTY PAVEMENT UNLESS OTHERWISE NOTED. INCLUDING 10' BEYOND FOUNDATIONS, SHALL BE REMOVED. 5. CONTRACTOR SHALL PROVIDE A TEMPORARY TRAFFIC CONTROL PLAN FOR 5. CONTRACTOR SHALL ADJUST ALL EXISTING MANHOLE RIMS, DRAINAGE STRUCTURES, VALVE BOXES, VAULT LIDS THE CITY ENGINEER'S APPROVAL PRIOR TO ANY WORK WITHIN THE CITY AND UTILITY ACCESS STRUCTURES TO FINISH GRADE WITHIN AREAS AFFECTED BY PROPOSED CONSTRUCTION. RIGHT-OF-WAY. 6. REFER TO PROJECT SURVEY FOR LEGAL DESCRIPTION, DIMENSIONS OF PROPERTY LINES, BASIS OF BEARINGS & BENCHMARK INFORMATION. EROSION CONTROL NOTES 7. ALL STRIPING SHALL BE COATOSNSHALL BEINTED APPLED NO SOONER TTHAN0LE 4BH0 ROSAAPARTEPARATE 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE MOST CURRENT APPLICABLE LOCAL, STATE, AND 8. PARKING LOT STRIPING SHALL BE WHITE, 4" WIDTH, & DOUBLE COATED, FEDERAL STANDARDS. UNLESS OTHERWISE NOTED. LIGHT POLE BASES TO BE PAINTED TRAFFIC 2. THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES FOR PREVENTING SILT -LADEN RUNOFF FROM WHITE (DOUBLE COAT) DISCHARGING FROM THE PROJECT SITE. FAILURE BY THE CONTRACTOR CAN RESULT IN A FINE. THE 9. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, DESIGNATED TEMPORARY CONTACT PERSON NOTED ON THIS PLAN MUST BE AVAILABLE FOR CONTACT BY MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. TELEPHONE ON A 24 HOUR BASIS THROUGHOUT CONSTRUCTION AND UNTIL THE PROJECT HAS BEEN 10. ALL ISLANDS WITH CURB AND GUTTER SHALL BE LANDSCAPED. THOSE COMPLETED AND APPROVED BY THE GOVERNMENTAL AGENCY WITH JURISDICTION. ISLANDS ARE TO HAVE 18" CURB AND GUTTER. ALL REMAINING ISLANDS 3. THE IMPLEMENTATION OF THESE EROSION AND SEDIMENT CONTROL PLANS AND THE CONSTRUCTION, ARE TO BE STRIPED AS SHOWN. MAINTENANCE, REPLACEMENT AND UPGRADING OF THESE EROSION AND SEDIMENT CONTROL FACILITIES IS THE 11. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING RESPONSIBILITY OF THE CONTRACTOR FROM THE BEGINNING OF CONSTRUCTION UNTIL ALL CONSTRUCTION IS BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC COMPLETED AND APPROVED BY THE GOVERNMENTAL AGENCY WITH JURISDICTION AND THE SITE IS STABILIZED. SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN 4. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED AND INSPECTED ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE BY THE LOCAL JURISDICTION PRIOR TO ANY CLEARING OR CONSTRUCTION TAKING PLACE. DURING APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. CONSTRUCTION, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING 12. SIGNAGE SHALL BE CONSTRUCTED BY OTHERS. THE CONTRACTOR SHALL SHALL BE MAINTAINED BY THE OWNER AND/OR CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. INSTALL CONDUIT AND ELECTRICAL CIRCUIT BETWEEN THE SIGN(S) AND THE 5. THE EROSION AND SEDIMENTATION CONTROL FACILITIES SHOWN ON THIS PLAN ARE TO BE CONSIDERED LIGHTING PANEL. ADEQUATE BASIC REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS. DURING CONSTRUCTION, DEVIATIONS 13. CURB RADII ADJACENT TO PARKING STALLS SHALL BE 2'. FROM THIS PLAN MAY BE NECESSARY IN ORDER TO MAINTAIN WATER QUALITY. 14. ALL VERTICAL CONSTRUCTION SHALL MAINTAIN 10' MINIMUM SEPARATION 6. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED BY THE CONTRACTOR ON A FROM OVERHEAD POWER LINES. CONTRACTOR TO NOTIFY ENGINEER FREQUENT BASIS AND IMMEDIATELY AFTER EACH RAINFALL, AND MAINTAINED AS NECESSARY TO INSURE THEIR IMMEDIATELY IF CONFLICT EXISTS AND PRIOR TO CONSTRUCTION OF THE CONTINUED FUNCTIONING. ALL SEDIMENT MUST BE REMOVED FROM SILT FENCES, STRAW BALES, SEDIMENT VERTICAL ELEMENT INCLUDING, BUT NOT LIMITED TO, LIGHT POLE BASES AND PONDS, ETC. PRIOR TO THE SEDIMENT REACHING 1/2 ITS MAXIMUM POTENTIAL DEPTH. TRAFFIC SIGNAL STANDARDS. 7. AT NO TIME SHALL CONCRETE, CONCRETE BYPRODUCTS, VEHICLE FLUIDS, PAINT, CHEMICALS, OR OTHER POLLUTING MATTER BE PERMITTED TO DISCHARGE TO THE TEMPORARY OR PERMANENT DRAINAGE SYSTEM, OR TO DISCHARGE FROM THE PROJECT SITE. 8. THE CONTRACTOR PERFORMING THE WORK SHALL MAINTAIN A SET OF THE APPROVED CONSTRUCTION DRAWINGS ON SITE AT ALL TIMES WHILE CONSTRUCTION IS IN PROGRESS. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING THE WORK TO OBTAIN ALL NECESSARY PERMITS FROM THE LOCAL JURISDICTION PRIOR TO COMMENCING ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY. 10. THE CONTRACTOR PERFORMING THE WORK SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE TRAFFIC GRADING NOTES CONTROL AT ALL TIMES DURING CONSTRUCTION ALONGSIDE OR WITHIN ALL PUBLIC ROADWAYS. 11. THIS APPROVED "TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN" MUST BE IMPLEMENTED PRIOR TO 1. THE SPOT ELEVATIONS INDICATED ON THIS PLAN REPRESENT THE DESIGN ANY SITE WORK. SEE THE PLANS AND DETAILS FOR FURTHER INFORMATION. TOP OF PAVEMENT, UNLESS OTHERWISE NOTED. 12. THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER IN THE EVENT OR DISCOVERY OF POOR SOILS, 2. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES GROUNDWATER OR DISCREPANCIES IN THE EXISTING CONDITIONS AS NOTED ON THE PLANS. INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. 13. MAXIMUM SLOPES SHALL BE 2:1 HORIZ: VERT FOR FILL SLOPES, AND 2:1 HORIZ: VERT FOR CUT SLOPES. UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY. 14. ROCKERIES OR OTHER RETAINING FACILITIES EXCEEDING 4' IN HEIGHT REQUIRE A SEPARATE PERMIT. 3. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL 15. ALL AREAS DISTURBED DURING CONSTRUCTION WHERE PERMANENT LANDSCAPING WILL NOT BE PROVIDED WITHIN RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY 60 DAYS SHALL BE HYDROSEEDED, OR OTHERWISE STABILIZED, AS REQUIRED. STRAW MULCHING OR PLASTIC STABILIZATION FABRIC TO ALL SLOPES 3H:1 V OR STEEPER. CONTRACTOR SHEETING ARE ACCEPTABLE ALTERNATIVES TO TEMPORARY HYDROSEEDING DURING PERIODS OF LOW GROWTH. SHALL STABILIZE DISTURBED AREAS WITH GRASS IN ACCORDANCE WITH 16. ALL AREAS DISTURBED DURING CONSTRUCTION WHERE PERMANENT LANDSCAPING WILL NOT BE PROVIDED WITHIN LOCAL SPECIFICATION UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. THE NUMBER OF DAYS SPECIFIED BELOW SHALL BE HYDROSEEDED, OR OTHERWISE STABILIZED, AS REQUIRED. 4. ALL CUT AND FILL SLOPES SHALL BE CONSTRUCTED PER THE IBC CODE STRAW MULCHING OR PLASTIC SHEETING ARE ACCEPTABLE ALTERNATIVES TO TEMPORARY HYDROSEEDING AND APPLICABLE LOCAL REGULATION. ALL CUT AND FILL SLOPES SHALL DURING PERIODS OF LOW GROWTH: BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. WEST OF THE CASCADE MOUNTAIN CREST 5. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS DURING THE DRY SEASON (MAY 1 - SEPT. 30): 7 DAYS FOR ALL NATURAL AND PAVED AREAS AND SHALL GRADE ALL AREAS TO DURING THE WET SEASON (OCTOBER 1 - APRIL 30): 2 DAYS PRECLUDE PONDING OF WATER. 17. SLOPE STABILIZATION. CUT AND FILL SLOPES SHALL BE CONSTRUCTED IN A MANNER THAT WILL MINIMIZE 6. ALL POLLUTANTS OTHER THAN SEDIMENT ON -SITE DURING CONSTRUCTION EROSION. ROUGHENED SOIL SURFACES ARE PREFERRED TO SMOOTH SURFACES. INTERCEPTORS SHOULD BE SHALL BE HANDLED AND DISPOSED OF IN A MANNER THAT DOES NOT CONSTRUCTED AT THE TOP OF LONG, STEEP SLOPES WHICH HAVE SIGNIFICANT AREAS ABOVE THAT CAUSE CONTAMINATION OF STORMWATER. THE CONTRACTOR SHALL CONTRIBUTE RUNOFF. CONCENTRATED RUNOFF SHOULD NOT BE ALLOWED TO FLOW DOWN THE FACE OF A CUT ADHERE TO ALL TERMS AND CONDITIONS AS OUTLINED IN THE GENERAL OR FILL SLOPE UNLESS CONTAINED WITHIN AN ADEQUATE CHANNEL OR PIPE SLOPE DRAIN. WHEREVER A SLOPE N.P.D.E.S. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH FACE CROSSES A WATER SEEPAGE PLANE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHOULD BE PROVIDED. CONSTRUCTION ACTIVITIES. IN ADDITION, SLOPES SHOULD BE STABILIZED IN ACCORDANCE WITH ITEM (17) ABOVE. 7. PROPERTIES AND WATERWAYS DOWNSTREAM OF THE SITE SHALL BE 18. STORM DRAIN INLET PROTECTION. ALL STORM DRAIN INLETS MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED FROM EROSION DUE TO INCREASES IN THE VOLUME, VELOCITY PROTECTED SO THAT STORM WATER RUNOFF SHALL NOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST AND PEAK FLOW RATE OF STORMWATER RUNOFF FROM PROJECT SITE. BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 8. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES 19. DUST ON THE SITE SHALL BE CONTROLLED PER LOCAL JURISDICTIONAL AIR QUALITY REQUIREMENTS. THE USE AND BE CONSTRUCTED TO SAME. OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS 9• CONTRACTOR TO REMOVE UNSUITABLE SOILS LOCATED WITHIN THE PROHIBITED. BUILDINGS SPLAY LINE OF THE FOOTINGS. 20. REFER TO PROJECT SURFACE WATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE. 10. FOR BOUNDARY AND TOPOGRAPHIC INFORMATION REFER TO PROJECT SURVEY. 11. FOR LAYOUT INFORMATION REFER TO THE SITE PLAN. No. Date By Revision Description 1 7 21 2022 PACLAND PERMIT REVISIONS #1 Designed By: Issue Date: WL 7/21/2022 PERMIT Drawn By: WL Checked By: Project No: JAC 10-415-018 A. C A 34375 �C', RAC ! S f ER �sSJONAL ES�7 GENERAL UTILITY NOTES WATER NOTES 1. ALL IMPROVEMENTS SHALL MEET LOCAL, STATE DOT AND A.P.W.A. 1. ALL CONSTRUCTION/INSTALLATION OF WATER MAINS SHALL BE DONE IN A STANDARD SPECIFICATIONS. SAFE, NEAT AND WORKMANLIKE MANNER, AND UNDER SUPERVISION BY 2. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION UTILITY PROVIDER FORCES AT ALL TIMES. ALL SAFETY REQUIREMENTS FROM AND DIMENSIONS OF VESTIBULE, SLOPED PAVING, EXIT PORCHES, SIDEWALKS, OSHA AND OTHER STATE REGULATING AGENCIES MUST BE MET. RAMPS AND TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT 2. WATER MAIN PIPE MATERIAL SHALL BE CLASS 52 DUCTILE IRON OR PVC BUILDING UTILITY ENTRANCE LOCATIONS. PIPE MEETING LOCAL REQUIREMENTS. POLYETHYLENE WRAP IS REQUIRED ON 3. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. ALL METALS. 4. ALL FILL MATERIAL SHALL BE IN PLACE, AND COMPACTED BEFORE 3. AN 18-INCH MINIMUM SEPARATION IS REQUIRED ON SERVICE TAPS ON A INSTALLATION OF PROPOSED UTILITIES. MAIN LINE. 5. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 4. CLASS 52 DUCTILE IRON MAY BE DIRECT TAPPED FOR 3/4 INCH AND HOURS BEFORE CONNECTING TO ANY EXISTING LINE. 1-INCH SIZE SERVICES. SADDLES SHALL BE USED ON ALL TAPS 1-1/4" - 6. MINIMUM WATER AND SANITARY SEWER TRENCH WIDTH SHALL BE 2 FEET. 2" DIAMETER IN ANY PUBLIC MAIN. 7. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN 5. ALL ELBOWS/BENDS ON WATER MAINS SHALL HAVE THRUST BLOCKS. CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE 6. A DEPTH OF 36" FROM FINISHED GRADE TO THE TOP OF THE WATER MAIN EDGE OF PIPE). IS REQUIRED. PLACING WATER LINES SHALLOWER THAN 36" IS PROHIBITED. 8. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY 7. ALL NEW PIPES MUST BE PROPERLY FLUSHED, PRESSURE TESTED, AND LINES, STORM LINES AND GAS LINE (EXISTING AND PROPOSED), THE CHLORINATED BY THE CONTRACTOR, AND INSPECTED BY UTILITY PROVIDER SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT AND GOVERNMENTAL AGENCIES WITH JURISDICTION. LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATERLINE SHALL BE 8, ALL BACKFLOW PREVENTION DEVICES (DOUBLE CHECK BACKFLOW MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PREVENTORS, REDUCED PRESSURE BACKFLOW PREVENTORS, PRESSURE AND PROVIDE A MINIMUM OF 18" CLEARANCE, MEETING REQUIREMENTS OF ANSI ATMOSPHERIC VACUUM BREAKERS, ETC.) MUST BE APPROVED BY THE A21.10 AND ANSI 21.11 (AWWA C-151) (CLASS 50). UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION. 9. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED 9. ALL NEW CONNECTIONS TO EXISTING WATER MAINS REQUIRE ISSUANCE OF A BEFORE BACKFILLING. PUBLIC WORKS PERMIT AND INSPECTION BY THE CITY OR GOVERNMENTAL 10. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF AGENCIES WITH JURISDICTION PRIOR TO BACKFILLING. THE LOCAL AUTHORITIES WITH REGARD TO MATERIALS AND INSTALLATION OF 10. BACKFLOW PREVENTION DEVICES SHALL BE CONSTRUCTED OF CORROSION THE WATER AND SEWER LINES. RESISTANT MATERIALS. 11. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES 11. EXTERNAL WATER METER AND BACKFLOW PREVENTION VAULTS SHALL BE AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO GASKETED IN AREAS OF HIGH GROUNDWATER OR NEAR STORMWATER ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICE. MANAGEMENT FACILITIES AS REQUIRED BY THE UTILITY PROVIDER, 12. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR CONTRACTOR TO CONFIRM. INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 13. CONTRACTOR TO PROVIDE TRENCHING, BACKFILL, 2 - 4" PVC SCHEDULE 40 CONDUITS, AND PULLING WIRES FOR UNDERGROUND TELEPHONE SERVICE EXISTINGFROM RSHOWNO TO N PLANS. CONTRACTORIHUTILITY COORDINATE INS INSTALLATION AND POINT TOF CONNECTION SANITARY SEWER NOTES PROVIDER. 14. CONTRACTOR IS TO PROVIDE TRENCHING, CONDUIT, AND BACKFILL FOR ALL 1. ALL CONSTRUCTION/INSTALLATION OF SANITARY SEWER MAINS SHALL BE DONE IN A SAFE, NEAT UNDERGROUND POWER LINE AND VAULTS AS REQUIRED BY UTILITY AND PROFESSIONAL MANNER, AND UNDER SUPERVISION OF CITY FORCES AT ALL TIMES. ALL PROVIDER. POWER LINES AND POLES TO BE INSTALLED BY UTILITY SAFETY REQUIREMENTS FROM OSHA AND OTHER STATE REGULATORY AGENCIES MUST BE MET. PROVIDER. SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING AND FOR 2. THE MINIMUM SIZE FOR PUBLIC SEWER MAINS SHALL BE 8" DIAMETER. ALL SANITARY SEWER PRIMARY ELECTRIC SERVICE LOCATIONS. PIPING SHALL BE SCHEDULE D3034 PVC OR EQUAL. MINIMUM PIPE DIAMETER FOR PRIVATE 15. GAS PIPING SHOWN FOR COORDINATION ONLY. INSTALLATION OF THE GAS LATERALS IS 6" AND OF SCHEDULE D3034 PVC OR EQUAL. ALL SANITARY SEWER LATERALS MAIN AND METER TO BE ACCOMPLISHED BY UTILITY PROVIDER. MUST BE PROPERLY MARKED AT ENDS. 3. CONNECTIONS INTO THE EXISTING SANITARY SEWER MAINS REQUIRE ISSUANCE OF PUBLIC WORKS PERMIT AND INSPECTION BY THE LOCAL JURISDICTION PRIOR TO BACKFILLING. 4 ALL NEW SANITARY SEWER PIPES ANDMANHOL ES THOROUGHLY CLEANED, STORM DRAINAGE NOTES AND P ESSURE/VACUUM TESTED AS REQUIRED BY UTI ITMUSTBYEPROVIIDER AND GOVERNMENTALCTED AGENCIES WITH JURISDICTION. ALL TESTS MUST BE WITNESSED AND PASSED BY THE UTILITY 1. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION PRIOR TO PLACING INTO NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT OPERATION. AND DEBRIS.. 5. THE CONTRACTOR SHALL PROVIDE TO THE UTILITY PROVIDER ANY GUARANTEE OR WARRANTY 2. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING NORMALLY FURNISHED WITH THE PURCHASE OF ANY MATERIALS USED IN CONNECTION WITH THE CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR PROJECT AT HAND. AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 3. STORM DRAINAGE PIPE WITH LESS THAN 2'-0" COVER SHALL BE CLASS 52 DUCTILE IRON PIPE OR APPROVED EQUAL TO SUSTAIN H-20 LOADING. 4. ALL ON -SITE STORM DRAINAGE PIPE SHALL BE SMOOTH WALLED INTERIOR, MANUFACTURER'S VERIFICATION OF MANNING'S ROUGHNESS COEFFICIENT N=0.012 OR LESS. 5. PRECAST STRUCTURES MAY BE USED AT CONTRACTOR'S OPTION. 6. ALL CATCH BASINS AND AREA DRAINS ARE TO BE SITUATED SUCH THAT THE OUTSIDE EDGE OF GRATE FRAME IS AT TOE OF CURB OR FLOWLINE OF GUTTER (WHERE APPLICABLE). 7. CATCH BASIN INLET PROTECTION / EROSION CONTROL TO BE USED FOR ALL NEW INLETS. 8. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 9. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING AND COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER". 10. CONTRACTOR SHALL CONNECT ROOF DRAIN LEADERS AND FOOTING DRAINS TO PROPOSED STORM DRAINS AS SHOWN. 11. CONTRACTOR SHALL CONFIRM STRUCTURE CONSTRUCTABILITY WITH MANUFACTURER PRIOR TO DELIVERY AND INSTALLATION. mm mm"k 41 6814 Greenwood Ave. N. T (206) 522-9510 Seattle, WA 98103 WWW.PAcLAND.COM RESUBMITTED 8/23/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT 22-101385 Know what's below. Call before you dig. REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING 9STRUCTURAL MECHANICAL ®PLUMBING ❑ ELECTRICAL ®ENERGY ®ACCESSIBILITY ❑FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,, OR gLOCAL REGULATIONS. BY DATE:09/06/22 WEST COAST CODE CONSULTANTS, INC. MERLONE GEIER PARTNERS THE COMMONS PACLAND GENERAL NOTES CV-1.1 FEDERAL WAY, WA N I N N O N 0 N U 0 0 0 c-D LL / Cn c� a N d C_ O N N i CD N L N / i LL / 0 C_ C3 cii LAKEHAVEN SEWER DISTRICT STANDARD CITY OF FEDERAL WAY GENERAL NOTES CITY OF FEDERAL WAY DRAINAGE NOTES NOTES FOR GRAVITY SEWER CONSTRUCTION 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO PRE -CONSTRUCTION MEETING. 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO THE 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FEDERAL WAY REVISED CODE (FWRC), APPLICABLE PRECONSTRUCTION MEETING. 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE STANDARDS OF LAKEHAVEN WATER & ORDINANCES, AND THE CITY COUNCIL CONDITIONS OF PROJECT APPROVAL. THESE DOCUMENTS ARE 2. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN SEWER DISTRICT AND WASHINGTON STATE DEPARTMENT OF TRANSPORTATION/WASHINGTON SUPPLEMENTED BY THE MOST RECENT VERSION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND ACCORDANCE WITH WSDOT 7-08.3(1). THIS SHALL INCLUDE LEVELING AND COMPACTING THE STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION (WSDOT/APWA) "STANDARD PLANS MUNICIPAL CONSTRUCTION (WSDOT/APWA), THE KING COUNTY ROAD STANDARDS (KCRS), AND THE KING TRENCH BOTTOM, THE TOP OF FOUNDATION MATERIAL, AND REQUIRED PIPE BEDDING, TO A FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION," LATEST EDITION. COUNTY SURFACE WATER DESIGN MANUAL (KCSWDM). IT SHALL BE THE SOLE RESPONSIBILITY OF THE UNIFORM GRADE SO THAT THE ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY DENSE 2. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES THAT MAY BE AFFECTED BY APPLICANT AND THE PROFESSIONAL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE UNYIELDING BASE. THIS WORK AND SHALL NOTIFY APPROPRIATE UTILITY COMPANIES TO FIELD -LOCATE THEIR ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR 3. STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE FACILITIES BEFORE STARTING ANY EXCAVATION, IN ACCORDANCE WITH RCW 19.122. LIABILITY TO THE CITY OF FEDERAL WAY. AND OUTSIDE. 3. CONNECTIONS OF NEW MAINS TO EXISTING FACILITIES SHALL BE TEMPORARILY SEALED OFF 3. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE FEDERAL WAY 4. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED WITHIN UNTIL AFTER UPSTREAM CONSTRUCTION IS TESTED, CLEANED AND ACCEPTED. ALL ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE CITY A TRAVELED ROADWAY OR SIDEWALK SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE CONSTRUCTION DEBRIS AND WATER SHALL BE REMOVED PRIOR TO OPENING THE SEAL, ENGINEERING PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE WITHOUT FLUSHING THE DEBRIS DOWNSTREAM. SPECIFICALLY APPROVED BY THE CITY OF FEDERAL WAY, PRIOR TO CONSTRUCTION. SOLID LOCKING LIDS. 4. GRAVITY SEWER PIPE MATERIAL SHALL BE AS SHOWN ON THE PLANS, WHICH WILL BE ONE 4. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY 5. ALL CATCH BASIN GRATES SHALL CONFORM TO CFW DRAWING NUMBERS 4-1, 4-2, 4-3, OF THE FOLLOWING AND NOT NECESSARILY INTERCHANGEABLE: OTHER CONSTRUCTION (I.E. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICITY, ETC.) 4-4, 4-5, 4-8 OR 4-10. 0 POLYVINYL CHLORIDE (PVC) ASTM D-3034, SDR 35 (4" THROUGH 15") OR ASTM 5. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD 6. ALL DRIVEWAY CULVERTS LOCATED WITHIN THE RIGHT-OF-WAY SHALL BE OF SUFFICIENT F-679, SDR 35 (18" AND LARGER) BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE POLYVINYL CHLORIDE (PVC) AWWA C-900, DR-18 (4" THROUGH 12") OR AWWA C-905, REPRESENTATIVE. BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS TO MATCH THE DR-18 (14-THROUGH 36") 6. A SIGNED COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 7. SIDE SLOPES. ROCK FOR EROSION PROTECTION OF DITCHES, CHANNELS AND SWALES, WHERE REQUIRED, HIGH DENSITY POLYETHYLENE (HDPE) ASTM F-894, WITH GASKETED JOINTS 7. ON -SITE CONSTRUCTION NOISE SHALL BE LIMITED AS PER FWRC (SECTION 19.105.040); NORMALLY THIS IS MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF ONE FOOT AND MUST MEET DUCTILE IRON ANSI A21.51/AWWA C-151, MINIMUM CLASS 52, EPDXY -LINED WITH 7: 00 A.M. TO 8: 00 P.M., MONDAY THROUGH FRIDAY, AND 9: 00 A.M. TO 8: 00 P.M. ON SATURDAYS. THE FOLLOWING SPECIFICATIONS: 4"-8" ROCK/40%-70% PASSING; 2"-4" ROCK/307-40% PROTECTO 401 TM CERAMIC EPDXY 8. RIGHT-OF-WAY CONSTRUCTION IS ALLOWED 8:30 A.M. TO 3:00 P.M. MONDAY THROUGH FRIDAY. WRITTEN PASSING; AND -2" ROCK/10%-20% PASSING. INSTALLATION SHALL BE IN ACCORDANCE 5. CRUSHED SURFACING TOP COURSE (A.K.A. 5/8"CRUSHED ROCK) SHALL BE USED FOR PIPE AUTHORIZATION TO WORK OUTSIDE OF THESE HOURS MUST BE GRANTED BY THE PUBLIC WORKS DIRECTOR. WITH KCRS DRAWING NUMBER 7-024 OR AS AMENDED BY THE APPROVED PLANS. BEDDING FOR RIGID AND FLEXIBLE GRAVITY SEWER PIPE. THE MATERIAL SHALL BE PLACED 9. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS RECYCLED ASPHALT OR CONCRETE RUBBLE SHALL NOT BE USED. UNDER THE PIPE TO A COMPACTED DEPTH OF 4" (FOR 27- AND SMALLER PIPE), AND TO A NECESSARY BEFORE INITIATING OFF -SITE WORK WITHIN THE ROAD RIGHT-OF-WAY. 8. LOTS NOT APPROVED FOR INFILTRATION SHALL BE PROVIDED WITH DRAINAGE OUTLETS COMPACTED DEPTH OF 6" (FOR PIPE GREATER THAN 27"). THE MATERIAL SHALL BE 10. FRANCHISED UTILITIES OF OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL (STUB -OUTS). STUB -OUTS SHALL CONFORM TO THE FOLLOWING: PLACED 6" OVER THE TOP OF FLEXIBLE PIPE AND TO THE SPRINGLINE OF RIGID PIPE. TO NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL CITY REQUIREMENTS AND THE ASSURE UNIFORM SUPPORT, THE MATERIAL SHALL BE CAREFULLY WORKED UNDER THE PIPE REQUIREMENTS OF KCRS CHAPTER 8 ARE SUBMITTED TO THE CITY OF FEDERAL WAY AT LEAST THREE DAYS A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, HAUNCHES WITH A TOOL CAPABLE OF PREVENTING THE FORMATION OF VOID SPACES PRIOR TO CONSTRUCTION. SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, AROUND THE PIPE. 11. VERTICAL DATUM SHALL BE KCAS OR NGVD-29. YARD DRAINS, AND ANY OTHER SURFACE OR SUB -SURFACE DRAINS NECESSARY TO 6. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95% OF RELATIVE DENSITY, OR GREATER 12. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE IF SO SHOWN ON THE PLANS OR OTHERWISE REQUIRED BY THE ROAD AGENCY HAVING EASEMENTS, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE FREE -FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE JURISDICTION, FROM THE BOTTOM OF THE EXCAVATION TO THE SURFACE. DEVELOPER CONSTRUCTED IN ACCORDANCE WITH THE WSDOT/APWA STANDARD SPECIFICATIONS. SYSTEM OR TO AN APPROVED OUTFALL LOCATION. SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED FOR COMPACTION TESTING. 13. ALL UTILITY TRENCHES IN THE RIGHT-OF-WAY SHALL BE BACKFILLED 5/8" CRUSHED ROCK AND COMPACTED B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE-FOOT HIGH, 2 X 4 STAKE "STORM". 7. TRENCH BACKFILL SHALL BE COMPACTED PRIOR TO TESTING SEWER MAIN PIPE, AND SIDE TO 95% DENSITY. WHEN TRENCH WIDTH IS 18 INCHES OR LESS, AND IS WITHIN THE TRAVELED WAY, TRENCH MARKED THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE SEWER STUB(S) SHALL BE AIR TESTED AT THE SAME TIME AS THE SEWER MAIN. WILL BE BACKFILLED WITH CONTROL DENSITY FILL (SELF -COMPACTED FLOWABLE FILL) AS DEFINED BY WSDOT AND BE SECURED TO THE STAKE. 8. MANHOLES SHALL CONFORM TO WSDOT/APWA STANDARD PLAN B-23A, TYPE 1 OR TYPE 2 2-09.3(1)E. THE AGGREGATE WILL BE 3/8-INCH MINUS. C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN KCRS WITH ECCENTRIC CONES, AND INCLUDE 1-INCH GALVANIZED DROP SAFETY STEPS OR 14. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY IN ACCORDANCE WITH 7.03 AND, IF NON-METALLIC, THE PIPE SHALL CONTAIN WIRE OR OTHER ACCEPTABLE POLYPROPYLENE SAFETY STEPS (LANE INTERNATIONAL CORP. PART NO. P-14938) AND AT WSDOT 2-06.3. DETECTION.D LEAST ONE (1), AND NO MORE THAN FIVE (5), FOUR -INCH (4") HIGH ADJUSTMENT RINGS 15. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE PUBLIC D. DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. BELOW THE FRAME AND COVER. ALL MANHOLE EXTERIOR SURFACES SHALL RECEIVE A WORKS DIRECTOR AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF PROTECTIVE COATING OF BITUMINOUS COAL TAR TO A MINIMUM THICKNESS OF 50 MILS, ACCORDANCE WITH KCRS 8.03(B) 3. . APPLIED AT THE FACTORY. WHERE NOTED ON THE PLANS, MANHOLE INTERIOR SURFACES 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO THE UTILITIES (I.E. POWERGAS .. , , SHALL RECEIVE A CORROSION PROTECTIVE EPDXY COATING OF: PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT LIFE, HEALTH, AND TELEPHONE, TELEVISION). 0 POLYSHIELD SS-100®(BY SPECIALTY PRODUCTS, INC. (LAKEWOOD, WA); 50 MILS SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE MINIMUM THICKNESS); OR COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT LOT HOMEOWNER. RAVEN®405 (BY RLS SOLUTIONS INC. (OKLAHOMA); 100 MILS MINIMUM THICKNESS). NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL G. THE CITY DOES NOT ALLOW TAP -IN OR CUT -IN TEES ON MAINS FOR INDIVIDUAL LOT ALL COATINGS SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07.23 - TRAFFIC CONTROL, SHALL APPLY. DRAINAGE. 9. MANHOLE FRAMES AND COVERS SHALL BE CAST IRON, WITH THE WORD "LAKEHAVEN" CAST 17. CONTRACTOR SHALL PROVIDE AND INSTALL ALL REGULATORY AND WARNING SIGNS PER THE LATEST EDITION IN THE TOP, SHALL WEIGH 140 TO 150 POUNDS, AND SHALL HAVE A SINGLE 1-INCH LIFT OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. HOLE FITTED WITH ONE 3/4" X 3" GALVANIZED CARRIAGE BOLT WITH BURRED END TO 18. ALL UTILITIES SHALL BE ADJUSTED TO FINAL GRADE AFTER PAVING ASPHALT WEARING COURSE. RETAIN THE NUT AND A FLAT WASHER TO ALLOW FOR 1" BOLT TRAVEL. COVERS SHALL BE 19. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION ONLY. ROCKERIES 25" IN DIAMETER. SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES SHALL BE CONSTRUCTED IN 10. CONCRETE COLLARS REINFORCED WITH WIRE MESH SHALL BE INSTALLED PER DISTRICT ACCORDANCE WITH CFW DRAWING NUMBERS 3-22, 3-23. ROCKERIES MAY NOT EXCEED SIX FEET IN HEIGHT STANDARD PLAN WHERE SHOWN ON THE PLANS. FOR CUT SECTIONS OR FOUR FEET IN HEIGHT FOR FILL SECTIONS UNLESS DESIGNED BY A GEOTECHNICAL OR 11. MANHOLE CHANNELS SHALL BE PRODUCED TO THE FULL DEPTH OF THE ASSOCIATED PIPE STRUCTURAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. DIAMETER AND TO A WIDTH NO LESS THAN THE OUTSIDE DIAMETER OF THE ASSOCIATED PIPE AND NO MORE THAN 1/2-INCH IN EXCESS OF THE OUTSIDE DIAMETER OF THE CITY OF FEDERAL WAY ASSOCIATED PIPE. MANHOLE CHANNELS SHALL HAVE A SMOOTH FINISH. TO MINIMIZE EROSION/SEDIMENTATION CONTROL NOTES TURBULENCE, SIDE CHANNELS FROM INLET PIPELINES SHALL BE CURVED TOWARD THE OUTLET PIPELINE TO PROVIDE A SMOOTH LAMINAR FLOW TRANSITION FROM ALL INLET PIPELINES TO THE OUTLET PIPELINE. CHANNEL MATERIAL SHALL BE A SHRINK -RESISTANT 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF GROUT MIX, USING 6 SACKS PER CUBIC YARD PORTLAND CEMENT AND 7/8" GRADED PERMANENT ROAD OR DRAINAGE DESIGN (I.E. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, AGGREGATE. FOR GRAVITY SEWER SYSTEMS 15" AND LARGER, PREDL®MANHOLE LINER RETENTION FACILITIES, UTILITIES, ETC.). SYSTEMS BY PREDL SYSTEMS NORTH AMERICA, INC. (BURNABY, B.C.) SHALL BE UTILIZED 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND FOR CHANNELS, FLOORS AND PIPELINE CONNECTION SYSTEMS FOR MANHOLES. UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL 12. MANHOLE SHELVES SHALL HAVE A BROOM FINISH, AND BE SLOPED '/,INCH TO 1-INCH PER CONSTRUCTION IS APPROVED. FOOT TOWARD THE CHANNEL. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD 13. PIPE ENDS OF ALL INLET AND OUTLET PIPELINES SHALL NOT EXTEND MORE THAN 2 INCHES PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED INSIDE THE MANHOLE, AND ALL PENETRATIONS SHALL BE SMOOTHLY GROUTED AROUND THE CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR PIPE WITH SHRINK -RESISTANT GROUT. FOR THE DURATION OF CONSTRUCTION. 14. NO JOINTS FOR FLEXIBLE PIPE INLETS AND OUTLETS SHALL BE WITHIN 10 FEET OF THE 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND MANHOLE, AND PIPELINES SHALL BE CONNECTED TO THE MANHOLE WITH PVC MANHOLE GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER COLLARS. FLEXIBLE BOOT COLLARS ARE PROHIBITED. THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS. 15. SIDE SEWER STUBS SHALL BE INSTALLED AT A GRADE OF AT LEAST 27., AND THEIR TERMINI 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE SHALL BE AT A DEPTH ADEQUATE TO SERVE THE INTENDED PROPERTY, CAPPED AND CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED (I.E. ADDITIONAL MARKED BY A WHITE 2X4 POST LABELED "SANITARY SIDE SEWER." SUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.) AS NEEDED FOR UNEXPECTED STORM EVENTS. 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 7. ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAY EMBANKMENTS, WHERE NO FURTHER WORK IS ANTICIPATED OR A PERIOD OF 2 DAYS (WET SEASON) OR 7 DAYS (DRY SEASON), SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (I.E. SEEDING, MULCHING, NETTING, EROSION BLANKETS, ETC.) 8. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN 15 RESUBMITTED DAYS. 9. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH 8 / 2 3 / 2 0 2 2 OR WITHIN THE 24 HOURS FOLLOWING A STORM EVENT. 10. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. CITY OF FEDERAL WAY ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION COMMUNITY DEVELOPMENT SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 11. STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE INSTALLED AT THE BEGINNING OF 22-101385 CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 12. WET SEASON REQUIREMENTS AS DESCRIBED IN APPENDIX D, SECTION D.2.4.2 OF THE KCSWDM ARE IN EFFECT • BEGINNING OCTOBER 1 THROUGH APRIL 30. 13. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION OR DISPERSION SYSTEM, THE FACILITY SHALL NOT BE USED AS A TEMPORARY SETTLING BASIN. NO UNDERGROUND DETENTION TANKS OR VAULTS SHALL BE USED AS A TEMPORARY SETTLING BASIN. 14. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST GERMINATING GRASSES SHALL BE Know what's below. APPLIED AT AN APPROPRIATE RATE (I.E. ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY 80 POUNDS Call before dig. PER ACRE). you 15. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM REVIEWED FOR CODE THICKNESS OF TWO INCHES. COMPLIANCE 16. MANAGEMENT PRACTICES PROVIDING SIGNIFICANT TREE PROTECTION SHALL BE PROVIDED PER SECTION 19.120 FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. \y/\y/ \y/\y/`y'`y'YY Y\y/ PERMIT NO. XX-/\/\/\XXX-XX OF FWRC. ®BUILDING 9STRUCTURAL MECHANICAL ®PLUMBING ELECTRICAL ®ENERGY ®ACCESSIBILITY FIRE No. Date By Revision Description 1 7 21 2022 PACLAND PERMIT REVISIONS #1 Designed By: Issue Date: WL 7/21/2022 PERMIT Drawn By: WL Checked By: Project No: JAC 10-415-018 A. C A 34375 �C', RAC ! S f ER �sSJONAL ES�7 mm mm"k 41 6814 Greenwood Ave. N. T (206) 522-9510 Seattle, WA 98103 WWW.PAcLAND.COM PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. BY: � c DATE: 09/06/22 WEST COAST CODE CONSULTANTS, INC. MERLONE GEIER PARTNERS CITY OF FEDERAL WAY AND THE COMMONS LAKEHAVEN UTILITY DISTRICT CV-12 FEDERAL WAY, WA GENERAL NOTES LEGAL DESCRIPTION/TITLE REPORT NOTES MATTERS OF RECORD PER TITLE - CONTINUED BOUNDARY &TOPOGRAPHIC SURVEY MATTERS OF RECORD PER TITLE - CONTINUED MATTERS OF RECORD PER TITLE - CONTINUED PARCEL A: THAT PORTION OF LOT 1 OF SEA TAC MALL, AS PER PLAT RECORDED IN VOLUME 97 OF PLATS, PAGES 39 THROUGH 42, IN KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, KING COUNTY WASHINGTON; THENCE ALONG THE NORTH LINE OF LAST SAID SUBDIVISION NORTH 88`16'31" WEST 1,957.76 FEET; THENCE SOUTH 01`13'23" WEST 50.00 FEET TO THE SOUTH LINE OF SOUTH 320TH STREET (P.S.H. NO 5) RIGHT-OF-WAY, SAID LINE DEFINED IN KING COUNTY RECORDING NOS. 2726484, 2726485 AND 2748762, BEING THE TRUE POINT OF BEGINNING; THENCE SOUTH 01°43'29" WEST 400.00 FEET ALONG A LINE WHICH IS 90°00'00" TO THE SOUTH LINE OF SAID SOUTH 320TH STREET TO A POINT; THENCE NORTH 88°16'31" WEST 14.00 FEET ALONG A LINE WHICH IS PARALLEL TO SAID NORTH LINE OF SECTION 16 TO A POINT; THENCE SOUTH 01°43'29" WEST 524.32 FEET ALONG A LINE WHICH IS 90°00'00" TO THE SOUTH LINE OF SAID SOUTH 320TH STREET TO A POINT; THENCE NORTH 88°16'31" WEST 580.96 FEET ALONG A LINE WHICH IS PARALLEL TO SAID NORTH LINE OF SECTION 16 TO A POINT ON THE EAST LINE OF PACIFIC HIGHWAY (16TH AVENUE SOUTH) RIGHT-OF-WAY AS DEFINED BY MAP AND PROFILE BEARING APPROVAL DATE OF MAY 25, 1973, AND AS REFERENCED UNDER KING COUNTY RECORDING NO 1778233; THENCE ALONG SAID EAST LINE NORTH 01°12'15" EAST 516.90 FEET TO THE SOUTHERLY LIMIT OF A SECTION OF EXTRA WIDTH HIGHWAY RIGHT-OF-WAY AS RECORDED SEPTEMBER 11, 1947 UNDER KING COUNTY RECORDING NO. 3722661; THENCE ALONG THE SOUTHERLY LINE OF SAID RIGHT-OF-WAY SOUTH 88°47'45" EAST 15.00 FEET; THENCE ALONG THE EASTERLY LINE OF SAID RIGHT-OF-WAY NORTH 01 *12'15" EAST 229.33 FEET; THENCE PARALLEL TO THE NORTH LINE OF LAST SAID SUBDIVISION SOUTH 88°16'31" EAST 178.36 FEET; THENCE PARALLEL TO THE CENTERLINE OF PACIFIC HIGHWAY AS DEFINED BY MAP AND PROFILE BEARING APPROVAL DATE MAY 25, 1973 NORTH 01`12'15" EAST 178.00 FEET TO THE SOUTH LINE OF SOUTH 320TH STREET (P.S.H. NO. 5) RIGHT-OF-WAY AS PREVIOUSLY DEFINED (THE NORTHERLY EXTENSION OF LAST SAID COURSE WOULD INTERSECT THE NORTH LINE OF SAID NORTHWEST QUARTER 240.68 FEET EASTERLY OF ITS NORTHWEST CORNER AS MEASURED ALONG ITS NORTH LINE); THENCE ALONG SAID SOUTH RIGHT-OF-WAY LINE SOUTH 88°16'31" EAST 410.00 FEET TO THE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF CONVEYED TO THE CITY OF FEDERAL WAY FOR RIGHT-OF-WAY PURPOSES BY DEED RECORDED MAY 17, 2000 UNDER KING COUNTY RECORDING NO 20000517000228; AND EXCEPT THAT PORTION THEREOF TAKEN BY THE CITY OF FEDERAL WAY FOR RIGHT-OF-WAY PURPOSES BY DECREE OF APPROPRIATION IN KING COUNTY SUPERIOR COURT CAUSE NO. 01-2-29487-3 KNT, ENTERED MARCH 27, 2002, AND RECORDED APRIL 03, 2002 UNDER KING COUNTY RECORDING NO. 20020403002613. PARCEL Al: ACCESS EASEMENTS AS SET FORTH IN DOCUMENT ENTITLED "CONSTRUCTION, OPERATION AND RECIPROCAL EASEMENT AGREEMENT", RECORDED JANUARY 13, 1975 AS RECORDING NO. 7501130291, SAID AGREEMENT HAS BEEN AMENDED BY DOCUMENTS RECORDED APRIL 01, 1997, JULY 25, 2005 AND JANUARY 15, 2016 AS RECORDING NOS. 9704011390, 20050725000393, 20160115000845 AND 20160115000846, AND RE -RECORDED JANUARY 27, 2016 AS RECORDING NOS. 20160127001326 AND 20160127001327, AND "ASSIGNMENT AND ASSUMPTION OF REA" RECORDED MARCH 21, 2017 AS RECORDING NO. 20170321001625 AND "ASSIGNMENT AND ASSUMPTION OF REAS" RECORDED JULY 20, 2017 AS RECORDING NO. 20170720000623, IN KING COUNTY, WASHINGTON. PARCEL B: TRACTS A, B, C, D, E, F, G, I, J, K, L, AND M, CITY OF FEDERAL WAY BINDING SITE PLAN NO. 06-100926-00-SU RECORDED MAY 30, 2007 UNDER RECORDING NUMBER 20070530001643, IN VOLUME 241 OF PLATS, PAGES 40 THROUGH 52, INCLUSIVE, AS AMENDED BY AFFIDAVIT OF MINOR CORRECTION OF BINDING SITE PLAN RECORDED NOVEMBER 1, 2007, UNDER RECORDING NUMBER 20071101001278, IN KING COUNTY, WASHINGTON. PARCEL 131: THOSE CERTAIN NONEXCLUSIVE EASEMENT RIGHTS FOR VEHICULAR AND PEDESTRIAN INGRESS AND EGRESS, FOR PARKING, AND FOR UTILITIES AS MORE SPECIFICALLY DESCRIBED IN THE CONSTRUCTION, OPERATION AND RECIPROCAL EASEMENT AGREEMENT RECORDED JANUARY 13, 1975 UNDER RECORDING NUMBER 7501130291, AND AS SAID AGREEMENT MAY HAVE BEEN AMENDED BY SECOND AMENDMENT TO SAID AGREEMENT RECORDED APRIL 1, 1997 UNDER RECORDING NUMBER 9704011390, AND BY THIRD AMENDMENT RECORDED JULY 25, 2005 UNDER RECORDING NUMBER 20050725000393, AND BY FOURTH AMENDMENT RECORDED JANUARY 15, 2016 UNDER RECORDING NUMBER 20160115000845, AND RE -RECORDED JANUARY 27, 2016 UNDER RECORDING NUMBER 20160127001326, AND BY FIFTH AMENDMENT RECORDED JANUARY 15, 2016 UNDER RECORDING NUMBER 20160115000846 AND RE -RECORDED JANUARY 27, 2016 UNDER RECORDING NUMBER 20160127001327, RECORDS OF KING COUNTY, WASHINGTON. MATTERS OF RECORD PER TITLE EASEMENTS AND LEGAL DESCRIPTION ARE BASED ON THE ALTA COMMITMENT BY FIRST AMERICAN TITLE INSURANCE COMPANY, ORDER NO. NCS-1057412-ONT1, DATED MARCH 15, 2021, AT 7:30 A.M. 1-11 NOT SURVEY RELATED 12 PERTAINS TO FACILITY CHARGES 13 PERTAINS TO FACILITY CHARGES 14 SUBJECT TO EASEMENT CONDEMNED IN UNITED STATES DISTRICT COURT CASE NOS. 274 AND 280 AND THE TERMS AND CONDITIONS THEREOF REGARDING ELECTRIC TRANSMISSION LINE AND TELEPHONE AND/OR TELEGRAPH LINES. 15 SUBJECT TO EASEMENT INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN REGARDING ELECTRIC TRANSMISSION AND/OR DISTRIBUTION LINE PER REC. NO. 3139640. REV# DESCRIPTION OF REVISION DATE #1 #2 #3 #4 #5 #6 #7 16 s SUBJECT TO EASEMENT INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN REGARDING ELECTRIC TRANSMISSION AND/OR DISTRIBUTION LINE PER REC. NO. 3191819. O17 SUBJECT TO EASEMENT INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN REGARDING ELECTRIC TRANSMISSION AND/OR DISTRIBUTION LINE / PER REC. NO. 3192646. 18 SUBJECT TO EASEMENT INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN REGARDING ELECTRIC TRANSMISSION AND/OR DISTRIBUTION LINE PER REC. NO. 3253880. 19 SUBJECT TO EASEMENT INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN REGARDING ELECTRIC TRANSMISSION AND/OR DISTRIBUTION LINE PER REC. NO. 3268317. 20 SUBJECT TO EASEMENT INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN REGARDING ELECTRIC TRANSMISSION AND/OR DISTRIBUTION LINE PER REC. NO. 3273002. 21 SUBJECT TO EASEMENT CONDEMNED IN UNITED STATES DISTRICT COURT CASE NO. 644 AND THE TERMS AND CONDITIONS THEREOF REGARDING ELECTRIC TRANSMISSION LINE AND TELEPHONE AND/OR TELEGRAPH LINES. A COPY OF THE JUDGEMENT IN SAID MATTER WAS RECORDED MARCH 12, 1943 UNDER RECORDING NUMBER 3296523. 22 SUBJECT TO EASEMENT INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN REGARDING ELECTRIC TRANSMISSION AND/OR DISTRIBUTION LINE PER REC. NO. 3303164. 23 SUBJECT TO EASEMENT INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN REGARDING ELECTRIC TRANSMISSION AND/OR DISTRIBUTION LINE PER REC. NO. 3777378. 24 SUBJECT TO EASEMENT INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN REGARDING ELECTRIC TRANSMISSION AND/OR DISTRIBUTION LINE PER REC. NO. 4963337. 25 SUBJECT TO EASEMENT INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN REGARDING ELECTRIC TRANSMISSION AND/OR DISTRIBUTION LINE PER REC. NO. 4965588. 26 SUBJECT TO EASEMENT INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN REGARDING ELECTRIC TRANSMISSION AND/OR DISTRIBUTION LINE PER REC. NO. 4967829. 27 SUBJECT TO EASEMENT INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN REGARDING ELECTRIC TRANSMISSION AND/OR DISTRIBUTION LINE PER REC. NO. 4971162. 28 SUBJECT TO EASEMENT INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN REGARDING ELECTRIC TRANSMISSION AND/OR DISTRIBUTION LINE PER REC. NO. 4972637. 29 SUBJECT TO EASEMENT INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN REGARDING ELECTRIC TRANSMISSION AND/OR DISTRIBUTION LINE PER REC. NO. 4996811. 30 SUBJECT TO EASEMENT INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN REGARDING ELECTRIC TRANSMISSION AND/OR DISTRIBUTION LINE PER REC. NO. 5093424. 31 SUBJECT TO EASEMENT INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN REGARDING UNDERGROUND TRANSMISSION AND ELECTRIC LINES PER REC. NO. 6113815. PACIFIC BELL COMPANY RELEASED ITS INTEREST IN SAID EASEMENT BY INSTRUMENT RECORDED FEBRUARY 22, 1991 UNDER RECORDING NUMBER 9102220719. 32 SUBJECT TO RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON SAID PREMISES FOR ROAD AS GRANTED BY DEED RECORDED DECEMBER 15, 1966 UNDER RECORDING NUMBER 6118782. 33 SUBJECT TO EASEMENT INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN REGARDING ELECTRIC POWER TRANSMISSION STRUCTURES AND APPURTENANT SIGNAL PER REC. NO. 6638511. 34 SUBJECT TO EASEMENT INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN REGARDING SEWER MAINS PER REC. NO. 7301050358. 35 SUBJECT TO RESTRICTIONS, CONDITIONS, DEDICATIONS, NOTES, EASEMENTS AND PROVISIONS, IF ANY, AS CONTAINED AND/OR DELINEATED ON THE FACE OF THE PLAT OF SEA TAC MALL RECORDED SEPTEMBER 17, 1974 AS VOLUME 97 OF PLATS AT PAGES 39 THROUGH 42, IN KING COUNTY, WASHINGTON. 36 SUBJECT TO EASEMENT INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN REGARDING WATER TRANSMISSION PIPELINE, OR PIPELINES PER REC. NO. 7412260127. 37 SUBJECT TO THE TERMS, PROVISIONS AND EASEMENT(S) CONTAINED IN THE DOCUMENT ENTITLED "CONSTRUCTION, OPERATION AND RECIPROCAL EASEMENT AGREEMENT" RECORDED JANUARY 13, 1975 AS RECORDING NO. 7501130291 OF OFFICIAL RECORDS. DOCUMENT(S) DECLARING MODIFICATIONS THEREOF RECORDED AS RECORDING NOS. 9704011390, 20050725000393, 20160127001326 (RERECORDING OF 20160115000845) AND 20160127001327 (RERECORDING OF 20160115000846) OF OFFICIAL RECORDS. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "ASSIGNMENT AND ASSUMPTION OF REA" RECORDED MARCH 21, 2017 AS RECORDING NO. 20170321001625 OF OFFICIAL RECORDS. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "ASSIGNMENT AND ASSUMPTION OF REAS" RECORDED JULY 20, 2017 AS RECORDING NO. 20170720000623 OF OFFICIAL RECORDS. SAID DOCUMENT CONTAINS AN ERRONEOUS LEGAL DESCRIPTION. 38 SUBJECT TO EASEMENT INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN REGARDING WATER MAINS PER REC. NO. 7503060340. 39 SUBJECT TO EASEMENT INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN REGARDING INGRESS, EGRESS, AND ROAD PURPOSES PER REC. NO. 7503060341. 40 SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "AGREEMENT" RECORDED APRIL 18, 1975 AS RECORDING NO. 7504180323 OF OFFICIAL RECORDS. 41 SUBJECT TO EASEMENT INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN REGARDING INGRESS, EGRESS, AND ROAD AND UTILITY PER REC. NO. 7507080118. 42 SUBJECT TO EASEMENT INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN REGARDING NATURAL GAS LINE PER REC. NO. 7603100364. BY 43 SUBJECT TO EASEMENT INCLUDING TERMS AND PROVISIONS CONTAINED e THEREIN REGARDING SANITARY SEWER PER REC. NO. 7612170488. 44 SUBJECT TO LEASE MADE BY SEA-TAC MALL ASSOCIATES, A LIMITED PARTNERSHIP, LESSOR, TO ALLIED STORES, A DELAWARE CORPORATION, LESSEE, FOR A TERM OF 30 YEARS, AND THE COVENANTS AND CONDITIONS AS THEREIN CONTAINED, AS DISCLOSED BY MEMORANDUM OF LEASE DATED SEPTEMBER 01, 1976, AND RECORDED DECEMBER 27, 1976 AS DOCUMENT NO. 7612270041. SAID LEASE, AMONG OTHER THINGS PROVIDES FOR AN OPTION TO RENEW FOR A PERIOD OF SIX ADDITIONAL PERIODS OF FIVE (5) YEARS EACH. 45 SUBJECT TO EASEMENT INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN REGARDING ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM PER REC. NO. 7612300493. 46 SUBJECT TO EASEMENT INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN REGARDING GAS PIPELINE OR PIPELINES PER REC. NO. 8208260408. 47 SUBJECT TO EASEMENT INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN REGARDING WATER FACILITIES PER REC. NO. 8903130503. 48 SUBJECT TO EASEMENT INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN REGARDING TELECOMMUNICATIONS FACILITIES PER REC. NO. 9310190742. SAID EASEMENT SUPERCEDES THE EASEMENT UNDER REC. NO. 9503301413. 49 SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "AGREEMENT" RECORDED MARCH 30, 1995 AS RECORDING NO. 9503301413 OF OFFICIAL RECORDS. 50 SUBJECT TO EASEMENT INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN REGARDING CONVEYANCE SYSTEM, WATER QUALITY FACILITIES, AND UTILITIES PER REC. NO. 20000821000463. 51 SUBJECT TO EASEMENT INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN REGARDING PERMANENT STORM WATER CONVEYANCE SYSTEM AND RELATED WATER QUALITY FACILITIES AND TEMPORARY CONSTRUCTION FOR SURFACE WATER FACILITIES PER REC. NO. 20000821000464. 52 SUBJECT TO EASEMENT INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN REGARDING BEAUTIFICATION IMPROVEMENTS PER REC. NO. 20000918000030. 53 SUBJECT TO EASEMENT INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN REGARDING UTILITY SYSTEMS FOR THE TRANSMISSION, DISTRIBUTION AND SALE OF ELECTRICITY PER REC. NO. 20001102000843. 54 SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "AGREEMENT" RECORDED JANUARY 3, 2001 AS RECORDING NO. 20010203000488 OF OFFICIAL RECORDS. 55 SUBJECT TO EASEMENT INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN REGARDING BEAUTIFICATION IMPROVEMENTS PER REC. NO. 20010330002752. 56 SUBJECT TO CONDITIONS, NOTES, EASEMENTS, PROVISIONS AND/OR ENCROACHMENTS CONTAINED AND/OR DELINEATED ON THE FACE OF THE SURVEY , RECORDED APRIL 24, 2001 UNDER RECORDING NO. 20010424900007 OF SURVEYS, IN KING COUNTY, WASHINGTON. 57 SUBJECT TO EASEMENT INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN REGARDING UTILITY SYSTEMS FOR THE TRANSMISSION, DISTRIBUTION AND SALE OF ELECTRICITY PER REC. NO. 20010927000845. 58 SUBJECT TO EASEMENT INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN REGARDING SEWER FACILITIES PER REC. NO. 20020411000173. 59 SUBJECT TO EASEMENT INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN REGARDING PUBLIC UTILITY IMPROVEMENT PER REC. NO. 20030204000970. 60 PERTAINS TO LEASE 61 SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "LICENSE" RECORDED MARCH 31, 2004 AS RECORDING NO. 20040331001195 OF OFFICIAL RECORDS. 62 SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "AGREEMENT" RECORDED APRIL 24, 2004 AS RECORDING NO. 20040412000612 OF OFFICIAL RECORDS. 62 SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "AGREEMENT" RECORDED APRIL 24, 2004 AS RECORDING NO. 20040412000612 OF OFFICIAL RECORDS. DOCUMENT(S) DECLARING MODIFICATIONS THEREOF RECORDED OCTOBER 21, 2004 AS RECORDING NO. 20041021000098 OF OFFICIAL RECORDS. 63 SUBJECT TO EASEMENT INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN REGARDING WATER FACILITIES PER REC. NO. 20041227000120. 64 SUBJECT TO EASEMENT INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN REGARDING WATER FACILITIES PER REC. NO. 20041227000121. 65 SUBJECT TO EASEMENT INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN REGARDING WATER FACILITIES PER REC. NO. 20041227000122. 66 SUBJECT TO EASEMENT INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN REGARDING WATER FACILITIES PER REC. NO. 20041227000126. 67- 68 PERTAINS TO LEASE 69 SUBJECT TO EASEMENT INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN REGARDING GAS, ELECTRIC AND FIBER OPTICS CABLES PER REC. NO. 20050811000548. SAID EASEMENT SUPERCEDES EASEMENT RECORDED UNDER REC. NO. 20040311000691. 70 SUBJECT TO THE TERMS, PROVISIONS AND EASEMENTS CONTAINED IN THE DOCUMENT ENTITLED "AGREEMENT" RECORDED MARCH 15, 2006 AS RECORDING NO. 20060315000859 OF OFFICIAL RECORDS. A CERTIFICATE OF COMPLETION/RELEASE OF LIEN WAS RECORDED FEBRUARY 10, 2009 UNDER REC. NO. 20090210000420. 71 SUBJECT TO THE TERMS, PROVISIONS AND EASEMENTS CONTAINED IN THE DOCUMENT ENTITLED "AGREEMENT" RECORDED MARCH 15, 2006 AS RECORDING NO. 20060315000860 OF OFFICIAL RECORDS. A CERTIFICATE OF COMPLETION/RELEASE OF LIEN WAS RECORDED MAY 28, 2008 UNDER REC. NO. 20080527001670. SURVEY OF 72 SUBJECT TO RESTRICTIONS, CONDITIONS, DEDICATIONS, NOTES, e EASEMENTS AND PROVISIONS, IF ANY, AS CONTAINED AND/OR DELINEATED ON THE FACE OF THE CITY OF FEDERAL WAY BINDING SITE PLAN NUMBER 06-100926-00- SU RECORDED MAY 30, 2007 AS RECORDING NO. 20070530001643, IN KING COUNTY, WASHINGTON. AFFIDAVIT OF MINOR CORRECTION TO BINDING SITE PLAN RECORDED NOVEMBER 1, 2007 UNDER RECORDING NUMBER 20071101001278. 73 SUBJECT TO THE TERMS, PROVISIONS AND EASEMENTS CONTAINED IN THE DOCUMENT ENTITLED "LICENSE" RECORDED SEPTEMBER 15, 2006 AS RECORDING NO. 20060915000743 OF OFFICIAL RECORDS. 74 SUBJECT TO THE TERMS, PROVISIONS AND EASEMENTS CONTAINED IN THE DOCUMENT ENTITLED "AGREEMENT" RECORDED MAY 30, 2007 AS RECORDING NO. 20070530001644 OF OFFICIAL RECORDS. NOTE: THE PERMANENT BEAUTIFICATION EASEMENT DESCRIBED IN SAID AGREEMENT WAS ESTABLISHED BY INSTRUMENT RECORDED MAY 9, 2013 UNDER RECORDING NUMBER 20130509001493. TRACT X AND TRACT Y DESCRIBED IN SAID AGREEMENT WERE CONVEYED TO THE CITY OF FEDERAL WAY BY DEEDS RECORDED MAY 9, 2013 UNDER RECORDING NUMBERS 20130509001494 AND 20130509001495. 75 PERTAINS TO LEASE 76 SUBJECT TO THE TERMS, PROVISIONS AND EASEMENTS CONTAINED IN THE DOCUMENT ENTITLED "AGREEMENT" RECORDED DECEMBER 19, 2007 AS RECORDING NO. 20071219002154 OF OFFICIAL RECORDS. 77 SUBJECT TO EASEMENT INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN REGARDING TRANSMISSION, DISTRIBUTION AND SALE OF GAS AND ELECTRICITY PER REC. NO. 20080602001940. 78 SUBJECT TO EASEMENT INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN REGARDING TRANSMISSION, DISTRIBUTION AND SALE OF GAS AND ELECTRICITY PER REC. NO. 20080602001941. 79 SUBJECT TO EASEMENT INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN REGARDING WATER FACILITIES PER REC. NO. 20090114001109. 80 SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "JOINT PRIVATE SEWER MAIN COVENANT" RECORDED JANUARY 14, 2009 AS RECORDING NO. 20090114001119 OF OFFICIAL RECORDS. 81 SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "AGREEMENT" RECORDED JANUARY 14, 2009 AS RECORDING NO. 20090114001124 OF OFFICIAL RECORDS. 82 SUBJECT TO EASEMENT INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN REGARDING WATER FACILITIES PER REC. NO. 20090413000402. 83 PERTAINS TO LEASE 84 SUBJECT TO EASEMENT INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN REGARDING TRANSMISSION, DISTRIBUTION AND SALE OF GAS AND ELECTRICITY PER REC. NO. 20121121001276. 85 SUBJECT TO EASEMENT INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN REGARDING TRANSMISSION, DISTRIBUTION AND SALE OF GAS AND ELECTRICITY PER REC. NO. 20121129001029. 86 SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "AGREEMENT" RECORDED DECEMBER 26, 2012 AS RECORDING NO. 20121226001385 OF OFFICIAL RECORDS. THE LIEN CREATED BY PARAGRAPH 25 OF SAID AGREEMENT WAS SATISFIED AND RELEASED BY INSTRUMENT RECORDED JUNE 16, 2016 UNDER RECORDING NO. 20160616000082. 87 SUBJECT TO EASEMENT INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN REGARDING BEAUTIFICATION PER REC. NO. 20130509001493. 88 PERTAINS TO LEASE 89 SUBJECT TO EASEMENT INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN REGARDING TRANSMISSION, DISTRIBUTION AND SALE OF GAS PER REC. NO. 20130912000830. 90 SUBJECT TO CONDITIONS, NOTES, EASEMENTS, PROVISIONS AND/OR ENCROACHMENTS CONTAINED AND/OR DELINEATED ON THE FACE OF THE SURVEY , RECORDED DECEMBER 02, 2013 UNDER RECORDING NO. 20131202900005 OF SURVEYS, IN KING COUNTY, WASHINGTON. 91 PERTAINS TO LEASE 92 SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS PER REC. NO. 20140117001277. 93 SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "AGREEMENT" RECORDED MARCH 7, 2014 AS RECORDING NO. 20140307000366 OF OFFICIAL RECORDS. NOTE: THE LIEN CREATED BY PARAGRAPH 28 OF SAID AGREEMENT WAS SATISFIED AND RELEASED BY INSTRUMENT RECORDED JUNE 16, 2016 UNDER RECORDING NO. 20160616000080. 94 SUBJECT TO EASEMENT INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN REGARDING TRANSMISSION, DISTRIBUTION AND SALE OF ELECTRICITY PER REC. NO. 20140321000271. 95 SUBJECT TO EASEMENT INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN REGARDING TRANSMISSION, DISTRIBUTION AND SALE OF ELECTRICITY PER REC. NO. 20140321000270. 96 SUBJECT TO EASEMENT INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN REGARDING TRANSMISSION, DISTRIBUTION AND SALE OF ELECTRICITY PER REC. NO. 20140403000245. 97 SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "AGREEMENT" RECORDED OCTOBER 24, 2014 AS RECORDING NO. 20141002000146 OF OFFICIAL RECORDS. 98 SUBJECT TO EASEMENT INCLUDING TERMS AND PROVISIONS CONTAINED s THEREIN REGARDING SEWER FACILITIES PER REC. NO. 20141104000382. 99 SUBJECT TO CONDITIONS, NOTES, EASEMENTS, PROVISIONS AND/OR ENCROACHMENTS CONTAINED AND/OR DELINEATED ON THE FACE OF THE SURVEY , RECORDED SEPTEMBER 23, 2015 UNDER RECORDING NO. 20150923900001 OF SURVEYS, IN KING COUNTY, WASHINGTON. 100 SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "NOTICE OF "STORE CLOSING" SALE PURSUANT TO TITLE 19, CHAPTER 19.178" RECORDED JANUARY 25, 2018 AS RECORDING NO. 20180125000755 OF OFFICIAL RECORDS. 101 SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "MEMORANDUM OF POSSESSION AND USE AGREEMENT" RECORDED JUNE 26, 2020 AS RECORDING NO. 20200626000803 OF OFFICIAL RECORDS. THE COMMONS AT FEDERAL WAY LEE STRUCTURE RIM INVERTS SSMH 1058 413.46 6" CONC IE 400.61 S 8" CONC IE 400.41 E&W SSMH 1198 413.87 8" CONC IE 397.57 NE 8" CONC IE 397.52 SE 8" CONC IE 397.31 W SSMH 1301 408.07 8" CONC IE 396.44 E 8" CONC IE 395.687 N 8" CONC IE 395.51 S SSMH 1304 405.47 8" CONC IE 394.49 N 8" CONC IE 395.27 E 10" CONC IE 394.37 S SSMH 1306 405.33 10" CONC IE 393.04 N&S CENTER CHANNEL SSMH 1310 406.05 10" CONC IE 391.80 N 10" CONC IE 391.70 S SSMH 1315 411.40 6" PVC IE 397.04 NE 8" CONC IE 396.72 S SSMH 1489 415.71 6" PVC IE 406.14 N 6" PVC IE 405.84 S OIL/WATER SEPARATOR SSMH 1490 415.71 OIL/WATER SEPARATOR SSMH 1463 413.27 12" PVC IE 392.47 NW 12" PVC IE 392.31 S SSMH 2466 414.14 UNABLE TO OPEN SSMH 2477 414.34 IE 392.94 NE&SE CENTER CHANNEL SSMH 2483 414.52 28" PVC IE 390.54 NW&E CENTER CHANNEL SSMH 2498 415.63 8" PVC IE 409.27 SW CAPPED PIPE SE&N SSMH 2499 1 415.46 8" DI IE 408.48 NW 28" PVC IE 390.16 W&E CENTER CHANNEL SSMH 2500 417.83 UNABLE TO OPEN SSMH 2533 414.76 8" PVC IE 393.83 NE&S CENTER CHANNEL SSMH 2646 411.94 28" PVC IE 391.13 NW&SE CENTER CHANNEL SSMH 2670 411.12 28" PVC IE 391.62 NW&SE CENTER CHANNEL SSMH 2680 410.34 6" IE 393.29 N&SW 12" IE 393.29 W&SE CENTER CHANNEL SSMH 2716 409.80 28" PVC IE 392.35 N&SE CENTER CHANNEL SSMH 2759 415.21 6" PVC IE 407.15 SW&N CENTER CHANNEL SSMH 2781 408.60 8" PVC IE 395.88 N&SW CENTER CHANNEL SSMH 2967 413.46 8" CONC IE 406.98 E&W CENTER CHANNEL SSMH 3041 414.06 6" CONC IE 409.14 SW&E SSMH 3050 410.08 8" PVC IE 401.87 W&E CENTER CHANNEL SSMH 3051 410.11 6" PVC IE 402.46 N&S CENTER CHANNEL SSMH 3252 406.38 8" PVC IE 395.59 SW 12" CONC IE 395.02 NW&SE SSMH 3357 410.11 12" PVC IE 395.26 E&S SSMH 3695 405.68 NOT IN SURVEY AREA SSMH 3857 431.47 UNABLE TO OPEN W/OUT LANE CLOSURE SSMH 3896 410.13 8" PVC IE 400.58 W&NE SSMH 6013 413.05 6" CONC IE 395.50 N&S CENTER CHANNEL SSMH 6016 412.14 12" CONC IE 390.64 E&SW CENTER CHANNEL SSMH 6021 410.84 15" CONC IE 390.06 NE&SW CENTER CHANNEL SSMH 6026 414.58 6" IE 405.46 NW 8" IE 405.46 S CENTER CHANNEL SSMH 6027 412.47 15" CONC IE 383.27 NE&S CENTER CHANNEL SSMH 6037 414.26 8" PVC N,E&W SSMH 6038 414.35 8" PVC IE 403.20 N&E CENTER CHANNEL SSMH 6045 413.65 IE 391.42 NE&W CENTER CHANNEL SSMH 6048 1414.78 24" CONC IE 386.77 NE&SW CENTER CHANNEL SSMH 6051 412.89 24" CONC IE 387.26 NE&SW CENTER CHANNEL SSMH 6055 411.07 24" CONC IE 387.45 S&NW CENTER CHANNEL SSMH 6056 411.03 6" PVC IE 406.86 E&W CENTER CHANNEL SSMH 6060 410.78 24" CONC IE 388.26 N&SE CENTER CHANNEL SSMH 6069 413.63 8" PVC IE 391.75 E 12" CONC IE 391.58 N&SW CENTER CHANNEL SSMH 6070 412.92 8" PVC IE 406.47 E&W CENTER CHANNEL SSMH 6940 415.33 OIL/WATER SEPARATOR SSMH 6941 415.33 OIL/WATER SEPARATOR SSMH 6942 415.32 OIL/WATER SEPARATOR SSMH 7141 1 414.43 6" CONC IE 404.68 S 8" CONC IE 404.58 E 8" CONC IE 404.48 W SSMH 7325 406.57 12" CONC IE 388.47 N,S&E SSMH 10068 414.34 8" CONC IE 400.84 NE&NW SSMH 10987 418.00 OIL/WATER SEPARATOR SSMH 10988 418.10 OIL/WATER SEPARATOR SSMH 10989 415.18 OIL/WATER SEPARATOR SSMH 11009 NOT IN SURVEY AREA SSMH 11098 412.28 8" PVC IE 397.33 N&W CENTER CHANNEL SSMH 11294 413.80 8" CONC IE 405.76 CENTER CHANNEL SSMH 12191 414.69 8" IE 407.80 N,E&W CENTER CHANNEL SSMH 12245 413.36 OIL/WATER SEPARATOR SSMH 12271 414.23 8" IE 406.07 N,E&W CENTER CHANNEL SSMH 12457 407.70 8" PVC IE 395.97 NE&SW CENTER CHANNEL SSMH 12490 411.65 UNABLE TO OPEN SSMH 12993 414.85 8" IE 410.46 SE&W CENTER CHANNEL SSMH 12994 411.74 OIL/WATER SEPARATOR SSMH 12995 411.82 OIL/WATER SEPARATOR SSMH 12996 411.73 OIL/WATER SEPARATOR SSMH 13003 410.23 6" PVC IE 403.38 NW 8" PVC IE 403.38 E CENTER CHANNEL SSMH 15006 414.32 6" IE 407.22 NE 8" IE 407.22 E&SW CENTER CHANNEL REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING 9STRUCTURAL MECHANICAL NPLUMBING ❑ELECTRICAL ®ENERGY ®ACCESSIBILITY ❑FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR®LOCAL REGULATIONS. BY1 �- DATE:O9/O6/22 : WEST COAST CODE CONSULTANTS, INC. RESUBMITTED 8/23/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT 22-101385 NW 1/4, NW 1/4 & NE 1/4, NW 1/4, SEC.16, TWP. 21N.,RGE. 4E.,W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON MGM XI COMMONS FW, LLC 4365 EXECUTIVE DR SUITE 1400 SAN DIEGO, CA 92121 100 REDMOND, WA 98052 TEL. 425.823-5700 FAX 425.823-6700 JOB NO. 21-022 DRAWN BY JM/ERM SCALE N/A www.axismap.com DATE 7/19/21 CHECKED BY ZLN SHEET 1 OF 10 BOUNDARY &TOPOGRAPHIC SURVEY REV# #1 #2 #3 #4 #5 #6 #7 STRUCTURE RIM INVERTS CB 1006 408.48 12" CONC IE 405.54 NW 12" CONC IE 405.38 S CB 1009 407.93 12" CONC IE 404.88 SW 12" CONC IE 404.93 N 16" CMP IE 404.88 SE CB 1015 411.28 12" CMP IE 408.18 W OIL WATER SEPARATOR BTM STRUCTURE 406.73 CB 1023 412.08 8" CMP IE 406.03 SW SDMH 1024 412.06 FILTER VAULT SDMH 1025 411.95 FILTER VAULT CB 1026 411.44 8" CMP IE 406.03 SW 16" CONC IE 406.74 E 16" CMP IE 406.64 W CB 1027 411.55 16" CONC IE 407.35 E 16" CONC IE 407.20 W CB 1028 411.33 12" CONC IE 407.98 E 16" CONC IE 408.13 W CB 1029 411.89 12" CONC IE 408.77 W CB 1106 412.30 12" CONC IE 409.01 E SDMH 1115 413.18 BTM STRUCTURE 403.27 36" PIPE BLOCKING ACCESS CB 1120 412.23 12" CONC IE 408.58 N 12" CMP IE 408.44 S CB 1121 412.36 12" CMP IE 407.18 NW CB 1139 407.74 12" CONC IE 405.20 N CB 1140 407.60 12" CONC IE 404.75 S CB 1141 407.53 12" CONC IE 404.13 N 12" CONC IE 404.11 S CB 1143 407.44 12" CONC IE 403.79 N 15" CMP IE 403.69 E CB 1144 407.45 12" CONC IE 404.37 S SDMH 1145 407.09 12" CONC IE 403.19 N 12" CONC IE 403.12 S 10" CMP IE 403.09 E W/FLOW CONTROL SDMH 1148 408.81 12" PVC IE 403.03 W TOP STAND PIPE 406.70 BTM STAND PIPE 400.91 BTM STRUCTURE 398.37 SDMH 1149 410.16 12" PVC IE 402.92 W BTM FILTER VAULT 402.00 SDMH 1167 412.59 FILTER VAULT SDMH 1168 411.78 FILTER VAULT SDMH 1169 411.75 FILTER VAULT CB 1170 410.80 12" PVC IE 404.25 S 15" CONC IE 404.20 E 15" CMP IE 403.90 W SDMH 1180 413.79 15" CMP IE 405.01 NW 15" CPP IE 405.01 SE 12" CMP IE 404.58 SW CB 1181 412.81 15" CONC IE 405.06 S 15" CONC IE 404.96 SW CB 1184 414.24 12" CONC IE 408.34 E 12" CONC IE 408.14 S SDMH 1230 411.92 TOP CMP PIPE 405.62 SDMH 1231 411.25 12" CONC IE 401.45 W 12" CONC IE 401.55 NW 36" CMP IE 401.00 N 36" CMP IE 400.75 SE CB 1234 411.52 12" CONC IE 408.12 W CB 1259 409.31 15" CONC IE 405.21 E 15" CONC IE 405.23 S CB 1269 409.81 UNABLE TO OPEN CB 1270 409.48 12" CONC IE 405.48 E&W CB 1285 413.10 4" PVC IE 411.26 E 12" PVC IE 409.64 SW 12" PVC IE 409.64 E 12" PVC IE 409.48 NE CB 1286 412.24 12" CONC IE 408.53 W CB 1287 412.25 12" CONC IE 407.48 E&W CB 1290 1 412.25 12" CONC IE 407.90 N 12" CONC IE 407.74 E 15" CONC IE 407.57 W CB 1299 415.16 12" CONC IE 410.92 NE 15" CONC IE 410.81 SE CB 1300 408.22 12" CONC IE 404.76 SE 12" CONC IE 404.53 NE CB 1302 408.32 12" CONC IE 405.12 S 12" CONC IE 405.22 N CB 1303 405.55 UNABLE TO ACCESS CB 1305 404.40 12" CONC IE 400.23 N&S CB 1307 1 406.15 1 12" CONC IE 402.78 N 12" CONC IE 402.54 S DESCRIPTION OF REVISION CB 1308 405.34 12" CONC IE 399.84 N 12" CONC IE 399.79 S CB 1309 404.78 12" CONC IE 402.23 W CB 1314 409.14 12" CONC IE 407.02 W CB 1316 411.28 6" CONC IE 407.98 E 8" CONC IE 407.78 E 12" CONC IE 408.11 N&S CB 1317 413.25 NOT IN SURVEY AREA CB 1318 413.35 NOT IN SURVEY AREA SDMH 1319 413.63 NOT IN SURVEY AREA SDMH 1320 414.33 NOT IN SURVEY AREA CB 1321 415.03 12" CONC IE 410.68 W 12" CONC IE 410.58 N 12" CONC IE 410.50 E CB 1322 415.60 12" CONC IE 411.85 E&W CB 1323 416.19 12" CONC IE 412.11 E 12" CONC IE 412.36 W CB 1324 416.30 12" CONC IE 413.38 W CB 1325 413.04 12" CONC IE 408.53 W 12" CPP IE 408.54 S CB 1326 413.07 12" DI IE 408.68 W 12" CONC IE 408.67 S CB 1327 406.83 12" PVC IE 401.59 NE 18" CONC IE 401.55 W 18" CONC IE 401.59 SE SDMH 1328 411.74 24" CONC IE 407.05 W 24" CONC IE 406.93 E CB 1932 414.23 12" CONC IE 409.93 S CB 2464 413.18 12" CPP IE 409.38 W SDMH 2465 413.88 96" CONC IE 393.84 N&S STRUCTURE BUILT OVER PIPE SDMH 2468 413.58 12" CONC IE 408.63 SE 12" CPP IE 408.60 NW 12" IE 408.81 W TOP STAND PIPE 410.53 8" GATE VALVE IE 408.58 SDMH 2473 414.29 BTM FILTER VAULT 408.20 UNABLE TO SEE ANY PIPES CB 2474 414.02 12" CPP IE 407.61 SE 12" CPP IE 407.58 NW SDMH 2475 414.26 96" CONC IE 394.26 CENTER CHANNEL SDMH 2476 414.16 CMP IE 394.47 W 96" CONC IE 394.04 N&S CENTER CHANNEL SDMH 2478 414.32 BTM FILTER VAULT 407.27 UNABLE TO SEE ANY PIPES SDMH 2479 414.54 12" CPP IE 406.59 S IE 395.79 N&SE CENTER CHANNEL SDMH 2481 413.89 12" PVC IE 409.12 SW TOP STAND PIPE 412.12 BTM STAND PIPE 407.12 SDMH 2482 413.77 12" CONC IE 410.42 N 12" CMP IE 410.27 S CB 2484 415.88 UNABLE TO OPEN SDMH 2513 415.15 12" CONC IE 406.78 S FILTER VAULT UNABLE TO SEE PIPE NW SDMH 2514 415.35 12" CONC IE 407.05 SW 12" CONC IE 407.00 N TOP STAND PIPE 411.03 BTM STAND PIPE 405.00 SDMH 2515 415.08 12" CPP IE 408.09 S 12" CPP IE 407.83 N 12" CPP IE 407.06 E TOP STAND PIPE 409.08 8" GATE VALVE IE 407.13 CB 2516 414.37 12" CPP IE 409.47 N&S CB 2532 414.40 12" CMP IE 410.16 NW 12" CMP IE 410.15 E CB 2586 413.38 12" CONC IE 410.29 E 12" CONC IE 410.30 W CB 2617 412.36 UNABLE TO OPEN CB 2628 411.59 6" PVC IE 411.40 SW 12" CPP IE 410.71 W CB 2658 414.55 12" CPP IE 410.55 SE CB 2667 411.71 12" CONC IE 407.37 NW&SE SDMH 2676 410.79 12" CMP IE 404.79 SW TOP STAND PIPE 406.54 8" GATE VALVE IE 404.59 SDMH 2677 410.78 12" PVC IE 404.62 SW TOP STAND PIPE 408.14 BTM STAND PIPE 402.48 UNABLE TO SEE PIPE NE DATE I BY SDMH 2678 410.86 12" PVC IE 4013.55 NE BTM FILTER VAULT 401.56 CB 2679 410.37 4" CPP IE 408.69 SW 4" CPP IE 408.69 SW 12" CPP IE 405.39 SE 12" CPP IE 405.24 NW 12" CMP IE 404.69 SW CB 2694 415.22 12" DI IE 413.31 SW CB 2697 414.72 12" DI IE 413.02 NE 12" CPP IE 412.92 W CB 2723 406.48 8" PVC IE 403.09 S 12" DI IE 402.89 E 12" CONC IE 402.98 W CB 2724 407.11 18" DI IE 403.04 SE 18" DI IE 403.03 N CB 2725 407.05 12" PLUGGED W 12" DI IE 403.16 E 12" DI IE 403.15 NE 18" DI IE 403.10 S CB 2761 414.96 8" CONC IE 412.16 S 12" CONC IE 411.78 W CB 2762 414.55 12" CPP IE 412.79 E 12" CPP IE 412.74 N SDMH 2771 410.39 CENTER CHANNEL 396.30 SDMH 2772 410.34 BTM FILTER VAULT 400.09 UNABLE TO SEE PIPES SDMH 2773 410.36 BTM FILTER VAULT 399.95 12" PVC IE 401.84 SW SDMH 2774 410.42 12" PVC IE 401.97 NW 12" PVC IE 401.88 NE TOP STAND PIPE 405.68 BTM STAND PIPE 400.26 CB 2775 1 409.98 18" CONC IE 403.61 W 12" CMP IE 403.33 SE 18" CMP IE 403.22 NE TOP STAND PIPE 405.33 8" GATE VALVE IE 403.33 CB 2783 407.12 8" PVC IE 405.27 E CB 2798 415.09 12" CONC IE 410.59 SE 12" CONC IE 410.25 N CB 2799 414.88 8" CONC IE 413.62 S CB 2802 1 414.67 6" PVC IE 411.76 S 12" PVC IE 411.25 N CB 2842 414.21 12" CPP IE 411.22 W 12" CPP IE 411.18 NE CB 2855 409.99 12" CONC IE 405.15 S 18" CPP IE 405.10 W 18" CPP IE 404.79 E CB 2942 1 415.30 4" IE 411.95 S 6" PVC IE 411.85 N 12" PVC IE 411.57 E CB 2957 409.79 UNABLE TO OPEN CB 2988 409.93 15" CONC IE 406.45 W 15" CONC IE 406.41 E CB 3032 409.91 15" CONC IE 406.99 E 15" CONC IE 406.91 W CB 3034 410.23 15" CONC IE 407.19 W&E CB 3040 411.02 15" CONC IE 407.93 S 15" CONC IE 407.57 E CB 3060 413.78 8" CONC IE 408.58 SE 12" CONC IE 408.20 E 12" CONC IE 407.73 N CB 3081 408.51 FULL OF DIRT SDMH 3085 408.39 24" CONC IE 403.25 W 24" CONC IE 403.14 E SDMH 3092 409.29 12" CONC N CAPPED 24" CONC IE 403.63 S 24" CONC IE 403.59 E CB 3132 410.60 6" PVC IE 405.36 W 24" CONC IE 404.78 SW 24" CONC IE 404.82 N CB 3149 407.88 12" CONC IE 400.66 N 12" CONC IE 400.65 W SDMH 3162 407.20 24" CONC IE 402.42 E 24" CONC IE 402.41 W SDMH 3207 410.04 8" PVC IE 405.13 SW 24" CONC IE 401.61 W 24" CONC IE 401.54 E SDMH 3220 406.15 24" CONC IE 400.81 W 24" CONC IE 400.80 E SDMH 3225 405.81 24" CONC IE 400.48 W 24" CONC IE 400.47 E 12" CMP IE 399.44 SE TOP STAND PIPE 401.81 8" CMP GATE VALVE IE 399.45 SDMH 3228 403.97 24" CONC IE 398.81 W 24" CONC IE 398.80 E SDMH 3229 404.62 24" CONC IE 398.02 W 36" CMP IE 396.28 SE CB 3230 403.94 6" CPP IE 399.57 S 12" CONC IE 399.41 E&W CB 3245 406.49 TOP STAND PIPE 402.84 8" GATE VALVE IE 400.99 8" CMP IE 400.99 SW 12" CONC IE 401.05 E 12" CONC IE 401.03 W CB 3251 405.94 12" CPP IE 401.73 N&E 15" CONC IE 401.64 W CB 3256 410.15 12" CONC IE 402.15 W CB 3295 406.89 12" CONC IE 404.82 E 12" DI IE 404.81 SW CB 3302 407.31 12" CONC IE 405.15 W CB 3326 413.80 12" CONC IE 410.19 S CB 3331 418.83 12" CONC IE 412.70 N 12" CONC IE 412.68 E 12" DI IE 411.90 S SDMH 3335 418.61 BTM VAULT 404.58 CB 3358 411.69 12" CPP IE 405.94 E 12" CONC IE 405.92 S SDMH 3362 406.61 TOP STAND PIPE 403.20 BTM STAND PIPE 387.57 12" PVC IE 399.51 NE&SW SDMH 3363 406.82 FILTER VAULT 12" PVC IE 399.41 NE CB 3442 409.75 12" CONC IE 406.75 N&W CB 3466 414.36 4" PLASTIC IE 411.71 S 12" CONC IE 410.93 E CB 3689 404.86 12" DI IE 401.02 N SDMH 3696 405.15 NOT IN SURVEY AREA CB 3700 404.45 12" DI IE 401.53 E CB 3701 403.86 12" DI IE 401.02 E&W 12" DI IE 400.87 N CB 3704 404.46 12" DI IE 401.60 W 12" DI IE 401.59 E CB 3706 405.70 4" CPP IE 402.84 SE 12" DI IE 402.05 W SDMH 3719 1 411.92 12" CONC IE 407.98 E 12" CONC IE 407.95 S 12" CONC IE 407.87 N CB 3720 411.31 12" CONC IE 408.39 E 12" CONC IE 408.18 N CB 3721 411.50 12" CONC IE 408.50 W CB 3726 412.17 12" CONC IE 408.74 N SDMH 3730 1 412.56 12" CONC IE 408.56 S 12" CONC IE 408.52 E&W SDMH 3731 413.09 12" CONC IE 409.21 E 12" CONC IE 409.14 S 12" CPP IE 409.13 N 12" CONC IE 409.16 W CB 3732 412.65 12" CONC IE 409.25 E 12" CONC IE 409.15 N CB 3735 412.94 12" CONC IE 409.51 W CB 3741 413.71 12" CPP IE 410.32 N 12" CONC IE 410.36 E&W CB 3747 414.77 12" CPP IE 411.99 N 12" CONC IE 411.97 W CB 3758 413.64 12" CONC IE 410.60 E 12" CONC IE 410.59 W 12" CPP IE 410.49 N CB 3763 412.03 12" CONC IE 409.21 E 12" CONC IE 409.20 W 12" CPP IE 409.13 N CB 3768 410.92 12" CONC IE 407.97 W 12" CONC IE 407.94 E 12" CONC IE 407.93 N CB 3778 412.30 8" PVC IE 410.65 N CB 3779 414.26 8" PVC IE 411.01 S 12" CPP IE 410.51 N 12" CONC IE 410.41 E 12" CONC IE 410.36 W CB 3783 415.45 6" PVC IE 413.25 SE 12" CONC IE 410.93 E&W CB 3789 420.86 6" PVC IE 419.00 S 12" CONC IE 418.21 NE 12" CONC IE 418.20 W SDMH 3801 423.15 12" CONC IE 416.60 NW 12" CONC IE 416.55 SW CB 3802 424.04 12" CONC IE 420.60 NE SURVEY OF CB 3812 411.71 6" PVC IE 408.06 S 12" CONC IE 407.48 NE 12" CONC IE 407.46 W CB 3815 411.54 12" CONC IE 408.16 NE 12" CONC IE 408.10 SW CB 3819 412.56 12" CONC IE 408.74 NW 12" CONC IE 408.70 N 12" CONC IE 408.53 SW CB 3820 411.66 8" PVC IE 409.41 NE 12" CONC IE 409.01 SE CB 3825 412.89 6" PVC IE 410.49 E 12" DI IE 409.99 N 12" CONC IE 409.69 W CB 3828 414.76 12" DI IE 412.01 S CB 3832 416.03 12" DI IE 413.83 NW CB 3837 418.67 12" DI IE 416.77 W CB 3845 422.93 12" DI IE 421.396 W CB 3856 431.31 12" CONC IE 429.01 N CB 3875 404.48 12" CONC IE 400.64 E SDMH 3893 411.05 15" CONC IE 407.17 N 12" CONC IE 406.96 W 15" CONC IE 406.93 E CB 3894 415.52 8" CONC IE 413.08 W 12" CONC IE 412.70 E CB 3895 410.80 18" CONC IE 406.58 W 18" CONC IE 406.60 E CB 3897 411.99 8" PVC IE 407.97 W 12" CPP IE 408.04 S 15" CONC IE 408.04 E CB 3898 411.85 12" CONC IE 408.05 W 15" CONC IE 407.80 E SDMH 6000 408.04 12" CPP IE 398.48 W 12" CPP IE 398.46 S SDMH 6001 408.00 12" CPP IE 398.56 E TOP BAFFLE WALL 401.84 BTM FILTER VAULT 398.46 SDMH 6002 408.14 12" CPP IE 401.15 W TOP BAFFLE WALL 401.78 BTM FILTER VAULT 398.89 SDMH 6003 408.20 BTM STRUCTURE 392.95 FULL OF WATER SDMH 6004 407.79 24" CONC IE 400.16 W 24" CONC IE 400.15 E SDMH 6005 407.67 6" PVC IE 403.81 E 24" CONC IE 398.58 W 12" CONC IE 397.15 N 24" CONC IE 396.22 E SDMH 6006 407.73 24" CONC IE 401.03 W 24" CONC IE 400.89 E SDMH 6007 407.49 8" GATE VALVE IE 401.67 TOP STAND PIPE 403.85 BTM STAND PIPE 401.39 12" CPP IE 401.83 N 24" CONC IE 401.95 W 24" CONC IE 401.69 E SDMH 6008 408.15 12" CPP IE 401.91 S 12" CPP IE 401.79 E SDMH 6009 407.72 12" CONC IE 403.58 S 24" CONC IE 402.82 NW 24" CONC IE 402.62 E SDMH 6011 410.60 96" CONC IE 393.04 NE&S SDMH 6012 413.08 12" CPP IE 406.68 N 12" CPP IE 406.53 W 12" CPP IE 406.63 E SDMH 6014 413.01 12" CPP IE 406.97 W 12" CPP IE 406.84 N 12" CPP IE 406.83 E SDMH 6015 413.19 12" CPP IE 407.52 N 12" CPP IE 407.23 E WATER LEVEL407.27 SDMH 6017 408.08 VAULT ACCESS SDMH 6018 408.04 VAULT ACCESS SDMH 6019 407.96 VAULT ACCESS SDMH 6020 407.95 VAULT ACCESS SDMH 6022 409.53 12" CONC IE 405.73 N 24" CONC IE 403.18 SW 24" CONC IE 403.16 SE CB 6023 412.62 12" DI IE 410.06 N 12" CPP IE 409.14 W CB 6024 413.04 12" CONC IE 409.41 N 12" CONC IE 409.37 W 12" CPP IE 408.87 E 12" CONC IE 408.92 S THE COMMONS AT FEDERAL WAY CB 6025 413.08 6" CPP IE 410.69 W 12" CONC IE 410.18 E 12" CONC IE 410.11 N SDMH 6028 411.31 12" CONC IE 405.41 SE 24" CONC IE 404.35 W 24" CONC IE 404.34 E CB 6029 410.14 12" CONC IE 406.77 NW SDMH 6030 410.44 96" CONC IE 392.89 E&W SDMH 6031 413.06 24" CONC IE 406.38 W 24" CONC IE 406.37 E SDMH 6032 413.21 24" CONC IE 406.38 W 24" CONC IE 406.39 E SDMH 6033 413.20 24" CONC IE 406.28 W 24" CONC IE 406.25 E SDMH 6034 412.29 15" CONC IE 406.49 N 24" CONC IE 405.93 W 24" CONC IE 405.69 E SDMH 6035 412.07 24" CONC IE 405.37 W 24" CONC IE 405.30 E SDMH 6036 411.74 24" CONC IE 404.84 W 24" CONC IE 404.76 E CB 6039 413.88 2-4" IE 412.14 SW 12" CONC IE 410.13 E 8" CONC IE 409.98 NW 12" CONC IE 409.98 N&NW 12" CONC IE 409.68 S SDMH 6040 414.70 18" CPP IE 399.65 N 18" CONC IE 393.00 E 72" CONC IE 393.00 SW SDMH 6041 413.50 BTM FILTER VAULT 402.61 12" PVC IE 404.43 N SDMH 6042 413.63 TOP STAND PIPE 408.39 BTM STAND PIPE 402.73 12" PVC IE 404.64 NE 12" PVC IE 404.59 S SDMH 6043 413.61 12" PVC IE 405.76 N 18" CPP IE 405.76 W 12" PVC IE 406.17 E 18" CPP IE 405.71 S SDMH 6044 413.12 12" CPP IE 406.79 W 12" CPP IE 406.73 N SDMH 6046 413.83 18" CPP IE 401.83 NE 84" CONC IE 393.33 E 96" CONC IE 393.33 W SDMH 6047 414.58 12" PVC IE 398.23 NW 12" PVC IE 398.17 NE SDMH 6049 413.64 BTM FILTER VAULT 399.00 12" PVC IE 400.13 E UNABLE TO SEE PIPE SW SDMH 6050 412.66 TOP STAND PIPE 404.77 BTM STAND PIPE 399.03 12" PVC IE 401.08 N 12" PVC IE 400.95 SW SDMH 6052 412.37 12" CMP IE 402.51 E 18" CONC IE 402.44 N 18" CONC IE 402.17 W SDMH 6053 412.31 12" CPP IE 403.01 E 15" CONC IE 402.67 N 18" CONC IE 402.66 S CB 6054 410.77 12" CPP IE 405.57 W SDMH 6057 411.60 15" CONC IE 404.02 N 15" CONC IE 403.96 E 12" CPP IE 403.95 W 15" CONC IE 403.72 S SDMH 6058 411.41 12" CPP IE 404.49 E 15" PVC IE 404.38 N 15" CONC IE 404.32 S SDMH 6059 410.11 12" CPP IE 405.28 W CB 6061 410.19 12" CPP IE 405.09 N 15" CONC IE 405.08 S CB 6062 410.13 12" CONC IE 405.86 N 12" DI IE 405.63 S CB 6063 410.41 12" CPP IE 405.85 W 12" CPP IE 405.83 E 12" CONC IE 405.74 S CB 6064 410.41 12" CPP IE 405.84 N 12" CPP IE 405.87 W CB 6065 410.29 12" CPP IE 406.01 S CB 6066 415.97 12" CPP IE 409.21 SE SDMH 6067 414.74 12" CPP IE 406.30 SW 12" CPP IE 406.22 E SDMH 6068 412.96 96" CONC IE 393.54 N&S STRUCTURE BUILT OVER PIPE CB 6098 416.18 4" PVC IE 412.61 N 12" PVC IE 410.47 N 12" PVC IE 410.33 W CB 6400 416.22 8" CONC IE 413.10 S CB 6401 416.23 8" CONC IE 412.64 N 12" CONC IE 412.63 S CB 6403 415.89 12" CONC IE 412.14 N&SE CB 6416 415.85 12" CONC IE 413.22 SE 12" CONC IE 412.96 N CB 6426 415.96 6" CPP IE 412.69 N 6" CPP IE 412.68 W CB 6444 416.01 6" CPP IE 413.21 E 6" CPP IE 413.20 S CB 6453 416.00 6" CPP IE 413.47 E 6" CPP IE 413.46 W CB 6461 415.99 6" CPP IE 413.11 W 6" CPP IE 413.05 E CB 6465 415.87 6" CPP IE 412.75 W&S CB 6479 415.84 4" PVC IE 413.29 W 6" CPP IE 412.50 N 6" CPP IE 413.43 S CB 6507 415.88 6" CPP IE 412.10 N 6" CPP IE 412.07 E CB 6509 416.06 12" CPP IE 411.21 N 12" CPP IE 411.09 E CB 6513 415.88 8" PVC IE 411.88 E 6" CPP IE 411.73 NW 12" CPP IE 411.54 S CB 6587 412.02 8" PVC IE 410.42 E 12" DI IE 410.28 S CB 6602 416.07 6" PVC IE 413.06 N 8" PVC IE 410.88 W CB 6609 416.08 6" PVC IE 413.53 N&S CB 6613 416.09 6" PVC IE 413.95 S CB 6669 412.12 UNABLE TO ACCESS CB 6692 414.59 12" CPP IE 407.59 N 12" CPP IE 407.54 E CB 6701 415.32 12" CPP IE 409.96 S CB 6705 414.81 6" PVC IE 409.96 W 12" CONC IE 409.37 N CB 6962 415.07 8" CONC IE 412.76 SW 12" CONC IE 412.64 W 12" CONC IE 412.27 N CB 6988 415.72 12" CONC IE 411.76 W CB 7007 415.31 UNABLE TO OPEN CB 7058 411.42 15" CONC IE 407.88 E 15" CONC IE 407.80 W CB 7115 415.88 8" CONC IE 413.10 NE 8" CONC IE 412.70 S 12" CONC IE 412.52 W 12" CONC IE 412.35 N CB 7117 415.78 6" PVC IE 412.84 E 8" CONC IE 412.67 SW 12" CONC IE 412.50 W 12" CONC IE 412.28 N CB 7138 415.94 UNABLE TO OPEN CB 7146 411.97 48" CMP IE 402.30 NE&S SDMH 7308 413.05 CB 7309 404.17 SDMH 10010 407.32 12" PVC IE 407.77 E 12" CONC IE 401.72 SW CB 10015 407.06 12" CONC IE 403.92 N SDMH 10026 408.97 12" PVC IE 403.81 W 12" PVC IE 403.84 SE SDMH 10027 408.91 18" CONC IE 404.66 NE 18" CONC IE 404.48 W 18" CONC IE 403.73 N TOP STAND PIPE 405.81 8" GATE VALVE IE 403.73 CB 10028 408.08 18" CONC IE 404.58 NE 18" CONC IE 404.50 W SDMH 10030 408.85 12" PVC IE 403.45 W TOP STAND PIPE 407.18 BTM STAND PIPE 401.52 SDMH 10032 408.25 12" PVC IE 403.10 E BTM FILTER VAULT 402.43 SDMH 10033 408.31 BTM FILTER VAULT402.54 CB 10035 407.79 12" CONC IE 403.14 S 18" CONC IE 402.90 E 18" CONC IE 402.84 W CB 10043 409.00 18" CONC IE 404.85 E&W CB 10053 409.07 12" CONC IE 405.23 S 15" CONC IE 404.97 NE 18" CONC IE 404.93 W CB 10060 413.93 15" CONC IE 406.50 E 15" CONC IE 406.38 W CB 10063 413.31 12" CONC IE 406.11 N 15" CONC IE 405.66 NW 15" CONC IE 405.46 E CB 10385 411.58 15" CONC IE 408.02 N 18" CONC IE 407.77 E CB 10665 414.27 12" CONC IE 409.43 S 12" CPP IE 409.26 E 12" CONC IE 409.24 NW SDMH 10984 414.43 96" CONC IE 394.92 E&W CB 10985 414.83 12" CONC IE 412.65 E 12" CONC IE 412.63 S CB 10986 415.58 12" CONC IE 412.41 N 12" CONC IE 412.38 S SDMH 11019 417.90 VAULT ACCESS SDMH 11020 417.54 VAULT ACCESS SDMH 10021 416.77 VAULT ACCESS CB 11024 413.75 12" CONC IE 410.64 W 12" CONC IE 410.57 SE CB 11047 419.42 NOT IN SURVEY AREA SDMH 11107 409.01 18" DI IE 402.88 NW 12" CONC IE 396.53 E&W CB 11817 406.04 15" CONC IE 400.62 E 18" CMP IE 400.19 S SDMH 11834 406.08 TOP STAND PIPE 402.86 BTM STAN PIPE 397.23 12" CPP IE 399.33 SE 12" PVC IE 399.24 NW SDMH 11869 406.22 BTM FILTER VAULT 397.60 12" CPP IE 398.89 NW SDMH 11870 406.27 BTM FILTER VAULT 397.98 SDMH 118711 405.97 12" CONC IE 399.37 N 12" CPP IE 399.33 E CB 12021 414.01 12" CONC IE 408.50 W 12" CONC IE 408.47 S 12" CONC IE 408.46 N CB 12126 410.05 6" PVC IE 407.75 E 12" CPP IE 407.72 W CB 12140 410.77 12" CPP IE 407.45 E 15" CONC IE 407.37 SW 15" CONC IE 407.36 W CB 12211 412.57 12" CPP IE 408.05 W 12" CPP IE 408.02 N CB 12331 413.77 12" CPP IE 408.35 N&E CB 12343 412.07 12" CONC IE 408.89 S 15" CONC IE 408.52 E CB 12412 413.09 6" PVC IE 409.95 N 4" PVC IE 409.79 S 6" PVC IE 409.79 S 8" PVC IE 409.53 E CB 12508 410.85 6" PVC IE 406.45 E 12" CONC IE 405.71 N 12" CONC IE 405.51 S CB 12510 423.40 12" CONC IE 420.95 NE 12" CONC IE 420.48 W CB 12593 423.26 12" DI IE 420.11 E 12" CONC IE 420.15 S CB 12649 419.03 12" CONC IE 416.41 S 12" DI IE 416.34 E 12" CONC IE 416.23 N CB 12658 416.78 12" CONC IE 413.32 N 12" DI IE 413.27 SE 12" CONC IE 413.22 S SDMH 12668 413.92 12" CONC IE 410.99 N 12" CONC IE 411.01 S SDMH 12669 414.13 12" CONC IE 408.41 E 12" CONC IE 408.38 S SDMH 12670 413.78 BTM VAULT 402.75 SDMH 12671 413.27 12" CONC IE 408.48 E 12" CONC IE 408.30 N 12" CONC IE 408.29 W 12" DI IE 408.28 S SDMH 12675 413.19 BTM VAULT402.74 CB 12713 412.60 12" DI IE 407.59 N 12" CONC IE 407.59 W 12" CONC IE 407.55 S CB 12722 410.48 6" PVC IE 407.63 S 15" CONC IE 406.65 W 12" CONC IE 406.56 N&E CB 12737 412.16 12" CONC IE 408.02 SW 12" CONC IE 408.11 W CB 12747 419.79 12" CONC IE 416.42 SE 12" CONC IE 416.40 NE CB 12754 421.36 6" PVC IE 419.06 N 12" CONC IE 418.51 SW CB 12785 414.31 6" PVC IE 412.06 NE 12" CPP IE 411.38 S CB 12807 410.83 12" CONC IE 405.79 S 12" CONC IE 405.56 N CB 12818 412.13 12" CPP IE 409.65 S CB 12825 413.70 UNABLE TO ACCESS CB 12864 414.91 12" CPP IE 412.04 S CB 12875 413.62 12" CPP IE 411.01 S SDMH 12896 412.87 12" CPP IE 409.98 S CB 12912 411.91 12" CONC IE 407.38 W CB 12923 411.30 12" CONC IE 407.08 E 12" CONC IE 407.05 SE 12" CONC IE 406.96 N CB 12975 405.63 12" CONC IE 401.36 W CB 12988 404.19 12" CONC IE 400.96 NW 12" DI IE 400.89 W 12" CONC IE 400.87 E 12" CONC IE 400.83 S SDMH 12989 404.52 12" CONC IE 400.84 NW 12" DI IE 400.81 S SDMH 12992 411.21 12" CONC IE 406.44 S 18" CONC IE 406.12 W 24" CONC IE 405.73 NE CB 12999 411.90 8" CONC IE 407.00 N 24" CONC IE 406.58 W 24" CONC IE 406.57 E CB 13001 410.19 12" CONC IE 407.05 E 12" CONC IE 406.95 W CB 15000 414.57 12" CPP IE 410.73 W 12" CONC IE 410.63 S CB 15001 415.78 8" PVC IE 412.50 NW 12" CPP IE 412.48 E CB 15002 405.86 12" CONC IE 398.86 N 12" CONC IE 400.56 S CB 15003 410.77 36" CMP IE 401.37 CB 15004 412.06 4" PVC IE 409.85 SW 12" CONC IE 409.16 SE CB 15005 413.62 12" CONC IE 408.67 N 12" CONC IE 408.60 W 12" CONC IE 408.56 S CB 50551 414.38 8" IE 411.29 N 12" CONC IE 410.96 S RESUBMITTED 8/23/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT 22-101385 REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING ESTRUCTURAL ®MECHANICAL ®PLUMBING []ELECTRICAL ®ENERGY ®ACCESSIBILITY ❑FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,, OR LOCAL REGULATIONS. BY 7 -x--(. DATE:09/06/22 WEST COAST CODE CONSULTANTS, INC. NW 1/4, NW 1/4 & NE 1/4, NW 1/4, SEC.16, TWP. 21N.,RGE. 4E.,W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON LEE N MGM XI COMMONS 1F IYAS$f FW, LLC /ems T I�NA A V 19. 4365 EXECUTIVE DR SUITE 1400 SAN DIEGO, CA 92121 100 REDMOND, WA 98052 TEL. 425.823-5700 FAX 425.823-6700 www.axismap.com JOB NO. 21-022 DATE 7/19/21 DRAWN BY CHECKED BY JM/ERM ZLN SCALE SHEET N/A 2 OF 10 I FOUND HOLE IN CONCRETE MONUMENT DOWN 0.2' IN CASE. 8 9 (03/16/21) 240.68' 17/� �16 N01°10'33"E__-,I 57.17' N89'51'39"W 191.74' w \-N88'18'03"W N01'41'57"E-/ ro 00 133.86' 1.95 0 N88'18'03"W� 84.40' o� ol.o 0 0 00Ib N N N N VARIES 1 I N88'18'03"W X177.15' N88.18'03"W 64.24' TO SEC. 66.21' TO CL co I V) �F N W M d° 0 r I o Z J c� I � 0) �i 0) rnrl-) w o r- co o z z W M O > x� o z N88'49'17"W 3.35' `NO2'26'15"E 39.14' z N01'41'56"E LOT 1 SEA TAC MALL, V.97 / PGS.39-42 10.75' 0 Lo SHEET 51 SHEET 8 I VARIES N88.18'04"W 62.36' TO SEC. \�. 62.00' TO CL 57.5' N 8818'04" W 4.50' N01 *10'43"E I 230.14' ol A--91'07'55" R=18.00' L=28.63' 17 757- N89'57'12"W 9.50' N00'02'48"E 2.01' N89'57'12"W 77.42' �2'57'10" R=1248.00' L=64.32' N87'00'02"W 301.54' 1 N89°57'12"W R=1200.00' 00 163.78' TO CL L=61.84' N87°00'02"W � 369.09' 165.07' TO SEC. - - - - FOUND PUNCH IN 3" BRASS DISK IN CONCRETE MONUMENT OWN 0.9' IN CASE. (03/16/21) BOUNDARY CONTROL REV# DESCRIPTION OF REVISION #1 #2 #3 #4 #5 #6 #7 N88'14'57"W 177.38' I TRACT C 1 5'47' 21 " R=1167.00' L=117.91' N81 419570PW 139° 03' SHEET 10 DATE I BY 4=9°16'17" R=1200.00' L=194.18' N87'59'37 148.54' TRACT M FOUND PUNCH IN 3" BRASS DISK IN CONCRETE MONUMENT DOWN 0.9' IN CASE. (03/16/21) N83'43'41"E 273.14' 'to NB3°43,43.14' to _ i RESUBMITTED 8/23/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT 22-101385 BOUNDARY &TOPOGRAPHIC SURVEY N88°18'03"W 5208.73'-MEAS BASIS OF BEARINGS 2179.51' S 320TH ST 2608.45'-R2 N88'05'39"W N89'21'14"E 247.94' 57.59' N88'11'08"W 76.54' TRACT D W W N88'29'29"W 50.26' -89'48'58'' / ^ v) ;��-89'47'12" R=36.00' L=56.41' R=36.00 J r7 `- 7- UTRACT E L=56.43' N _: M -Zr- 0�- z N88'08'11 "W 74.00' TRACT A THE COMMONS BSP 06-100926-00-SU V.241 / PGS.40-52 1 TRACT B SHEET 6 O Lo N88'18'03"W 1338.32' N01'41'57"E 20.00'-' TRACT F TRACT G SHEET 9 N=14*56'54" R=933°00' SHEET 10 L=243.42' N81 19 25"w 360.50, L=14°56'54" R=900.00' N81 ° L=234.81' 5_W 360 5p' S 324TH ST - SURVEY OF THE COMMONS AT FEDERAL WAY 4=13'49'13" R=867.00' L=209.13' , 6=13°49'11' R=900.00' L=217 08' REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING ESTRUCTURAL MECHANICAL ®PLUMBING []ELECTRICAL ®ENERGY ®ACCESSIBILITY ❑FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. 09/06/22 BY: 1"'�"'- �' DATE: WEST COAST CODE CONSULTANTS, INC. O IN -in 0 88*18'03"W 166.33' A=3°56'39" R=600.00I W L=41.30' 0, 00 n TRACT I NOT A PART • 0) N84°51'32"W Z 41.10'-\ N66'48'12"E 45.22' N88'09'57'W 172.28' .- _ Ill') 0 z SHEET 7 CN 0_ n 00 zt co Ial J TRACT J FOUN PUNCH IN 3" BRASS DISK IN ONCRETE MONUMENT DOWN 0.9' IN CASE. (03/16/21) FOUND PUNCH IN 3" BRASS DISK IN CONCRETE MONUMENT DOWN 0.9' IN CASE. (03/16/21) N84'51'23"E 335.90' N84°51'2=5 91' LEE Il A 19. N09'50'14"W 89.34'- N80'10'59"E 13.50'- w 00 N 00 0 IU') 0 z N O ,n It 0 0o 00 O (6 LP O Ln 3 55' N ;n C) ^r I Z �1 33 N80'10'59"E 13.50' z N09'50'14"W 78.82' O LQ 00 Lo SHEET 7 a .Oh 0 00 1 �-45.5 ��Z��• �� i D' GRAPHIC SCALE 100 50 0 100 200 1"=100' FOUND BRASS TACK IN 2" CONCRETE FILLED IRON PIPE 9 0 DOWN 0.7' IN CASE. (03/16/21) 500.28'-CALC 1600.15'-R3 16 15 CALCULATED PER R2 BASIS OF BEARINGS NORTH 88°18'03" WEST ALONG THE NORTH LINE OF THE NW 1/4 SEC. 16, TWP. 21N., RGE. 4E., W.M. HORIZONTAL DATUM NAD '83/'91 PER CITY OF FEDERAL WAY CONTROL POINTS VERTICAL DATUM NGVD '29 PER CITY OF FEDERAL WAY NOTES THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY CONCLUDED ON APRIL 15, 2021 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. UNDERGROUND UTILITIES WERE LOCATED BASED ON THE SURFACE EVIDENCE OF UTILITIES (PAINT MARKS, SAW CUTS IN PAVEMENT, COVERS, LIDS, ETC.). THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION, ELEVATION AND SIZE OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 1' CONTOUR INTERVAL DERIVED FROM DIRECT FIELD OBSERVATION. THIS SURVEY MEETS UNITED STATES NATIONAL MAP ACCURACY STANDARDS FOR VERTICAL ACCURACY OF ONE HALF THE CONTOUR INTERVAL. REFERENCES 1 PLAT OF SEA TAC MALL V.97 / PGS.39-42 2 THE COMMONS BINDING SITE PLAN V.241 / PGS.40-52 LEGEND z POWER JUNCTION BOX ® POWER METER © POWER VAULT CIF] STREET LIGHT YARD LIGHT POWER TRANSFORMER TELECOMMUNICATIONS MANHOLE o SS SANITARY SEWER CLEANOUT O SANITARY SEWER MANHOLE ❑ CATCH BASIN o SD STORM DRAIN CLEANOUT (5 STORM DRAIN MANHOLE R FIRE DEPARTMENT CONNECTOR FIRE HYDRANT m ICV IRRIGATION CONTROL VALVE ® WATER METER WATER VALVE LAI WATER VAULT ❑O GAS METER m GAS VALVE r SIGN • BOLLARD ® FOUND MONUMENT IN CASE SANITARY SEWER LINE -SS ss ss STORM DRAIN LINE SD SD SD OVERHEAD POWER LINE ---OP POWER LINE P P P TELECOMMUNICATIONS LINE T T T GAS LINE CHAIN LINK FENCE LINE (CLFNC) X X X X X X X EXISTING RETAINING WALL d CONCRETE PAVING ASPHALT PAVING BUILDINGS BRICK PAVING NW 1/4, NW 1/4 & NE 1/4, NW 1/4, SEC.16, TWP. 21N.,RGE. 4E.,W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON www.axismap.com MGM XI COMMONS ®�e FW, LLC �Qp��® JOB NO. DATE ooO��D� Axis 21-022 7/19/21 4365 EXECUTIVE DR PODOa� SUITE 1400 °��OD Survey & Mapping DRAWN BY CHECKED BY SAN DIEGO, CA 92121 15241 NE 90TH STREET, SUITE JM/ERM ZLN 100 REDMOND, WA 98052 SCALE SHEET TEL. 425.823-5700 FAX 425.823-6700 1" = 100' 3 OF 10 I I I 52 I BOUNDARY &TOPOGRAPHIC SURVEY ---------- ------ ------- �6\\ �I II ---------- - 98 ILIi-i-I---------------� 59 I �-� \ 51 72 43 \ \ \ �% I� I I I I I I 48 y 47 58 51 I ----------- -� �-- - - - - - - I -a----- ---J L_I \ -�- �11 II II 72 I I \ \�L I I I IIIII I I I II I I I 72 72 y I 72 77 I I I I II I I I I \\ \\ �� 46 I I I I I 96 II II I I - - \\\ \\ \\�� \�� -— — — — — — — 78 I �- I r , III I I 72 \\ \\ �� - I - - -----TT- III I _- _--_--r- �__- -------=1---�\\ 8569 1 I II v -� I 45 45LLI I 42 I I I 42 46 \\ I I I I I II I III - - --- - �- _ - - _ I I 42 I�r ULI I I I 46 --►1 V � I I �-� _----_---- -=-_ 57 I 42 I — II II I I II I I III. 1111 �-O IIII I IIIII III► II II I ►III I,I 42 1111 II IT TI I I I I I 34 II I II II I II I I I II II I II 45 I I I I LI 36 i EASEMENTS/SHEET LAYOUT REV# DESCRIPTION OF REVISION #1 #2 #3 #4 #5 #6 #7 DATE I BY I I I 66 I I 42 II 65 \ \ \ 98 I I I I I I I II I� I I I I I I� II 64 �1 _ _� I I I I I I I I iI 82 I I I I I 43 I f I I 1 , I I I I I I 69 r 45 72 72 I LI I I --- 42 I � 65 — — — Tj -J 89 69 I F- — _ i 7 — I I / - --I -------- -� / ------I LI �/ / y 45 89 ---� ---- / �' %G REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING 19STRUCTURAL ®MECHANICAL ®PLUMBING ❑ELECTRICAL ®ENERGY ®ACCESSIBILITY [-]FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, ST/ATE,(]OR®LOCAL REGULATIONS BY: . � � '- -G� DATE: WEST COAST CODE CONSULTANTS, INC. 98 -----------------�--I I ® I / 45 ---��\ LI------ 36 98 14 15 16 17 18 19 20 21 22 23 24 25 / I I I 14 15 16 17 18 19 26 27 28 29 30 33 / /( I I r —----_----- —�_ I 20 21 22 23 24 25 50 50 26 27 28 29 30 33 / I 51 I 51 I / I 39 — — - -...� ' / 38 I —L 41 NW 1/4, NW 1/4 & NE 1/4, NW 1/4, SEC.16, TWP. 21N.,RGE. 4E.,W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON SURVEY OF THE COMMONS AT FEDERAL WAY LEE N MGM XI COMMONS RESUBMITTED cq, of IYAS$I FW, LLC N 8/23/2022 4365 EXECUTIVE DR CITY OF FEDERAL WAY SUITE1400 COMMUNITY DEVELOPMENT 0�0� 4 SAN DIEGO, CA 92121 s ISTE� 22-101385 9f0NAL LAND 1912 100 REDMOND, WA 98052 TEL. 425.823-5700 FAX 425.823-6700 www.axismap.com JOB NO. DATE 21-022 7/19/21 DRAWN BY CHECKED BY JM/ERM ZLN SCALE SHEET 1" = 80- 4 OF 10 — I FOUND HOLE IN D� CONCRETE MONUMENT DOWN 0.2' IN CASE. (03/16/21) AXis 9 can GRAPHIC SCALE 240.68 _ CB 1323 40 20 0 40 80 - I ,� 16 - 1 =40 CB 1321 17-o CB 1324 I . N01'10'33"E� - 7 1 7' / 1 , n @-<4-SD cn 4 W n 4 FIR 1199 W I ❑ o 0 00 co N N N\j (N u. u CB 1316 N / 1 DONT DRINK AND DRIVE I RIGHT LANE CARPOOL STOPLIGHT PHOTO ENFORCED CB 1314 SD - by �� -412III f - TsSm CB� 009 SD/CB 101E FEDERAL WAY -CB 1028 CB 1300 \SO STOPT-- ----- - SSMH 12191 6'D 6»p 6"D �O 13 SSMH1 2716„ H 7141 i ; I �---------_ �\ STOP Q SSMH 1058 x _ '-- - o SS SS--- SOS S S SS SS SSA_ I �__ � - - - SS SSMH 1301 � > STOP CB 1302 ��' Rip SDMH 7146 _ ` 3 ElN` - 6"D 6»D 6„p �__- - ----- 414 ( I I-J II F c - - F P+C P SS D - - --- G G G AR (ING L MI RESTf�ICTI INSof TO IC 416 / N i MALL SIGN ( `\ I I I I I - - - / I ICV CB 7115 i IC N J CB 1139I 6'D I I I I I I-_ S El -- - ❑ I � "D / � ��' STOP FLAG POLE W D CB 7117 LFFE=416.2' �_ o/ I I I I PED CB 7138 LFFE=416.3' LFFE=416.2' CROSSING I � rn I V CB 1140 I TRACT A P ,/ I I THE COMMONS BSP w K w `r I 06-100926-00-SU V.241 / PGS.40-52 o I 6"D ► I I I REV# DESCRIPTION OF REVISION #1 #2 #3 #4 #5 #6 #7 DATE I BY REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING OSTRUCTURAL MECHANICAL ®PLUMBING ❑ELECTRICAL ®ENERGY ®ACCESSIBILITY ❑FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STTAATE,(\�JOR®LOCAL REGULATIONS sv: . �� "- s- t�T`' DATE: 09IOG/ZZ WEST COAST CODE CONSULTANTS, INC. SEE SHEET 8 SURVEY OF THE COMMONS AT FEDERAL WAY RESUBMITTED 8/23/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT 22-101385 LEE ,V WAS—, .............................. LU LU U) LU LU (n NW 1/4, NW 1/4 & NE 1/4, NW 1/4, SEC.16, TWP. 21N.,RGE. 4E.,W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON www.axismap.com MGM XI COMMONS ®lg�a FW, LLC O ��C-(11) JOB NO. DATE PAxis 21-022 7/19/21 4365 EXECUTIVE DR o0�a� SUITE 1400 °��OD Survey & Mapping DRAWN BY CHECKED BY SAN DIEGO, CA 92121 15241 NE 90TH STREET, SUITE )M/ERM ZLN 100 REDMOND, WA 98052 SCALE SHEET TEL. 425.823-5700 FAX 425.823-6700 1" = 40' 5 OF 10 BOUNDARY &TOPOGRAPHIC SURVEY �V = L!i LU LU 2 D LU LU 3893 / SSMH 12993 -- w SS--- SS SSMH 6940 S II S SSMH 6941 `SSMH 6942 - - q.16 -FFE=416.2' REV# DESCRIPTION OF REVISION #1 #2 #3 #4 #5 #6 #7 CB 7007 ................. . II II II ii II II II II II o - N88°18'03"W 5208.73'-MEA!7- BASIS OF BEARINGS - 2179.51' - 2608.45'-R2 = CB 6988 DATE I BY FFE=416.2'� I CB 294 SEE SHEET 9 SURVEY OF THE COMMONS AT FEDERAL WAY LEE N WAS-, .............................. CB 3295 CB 3302 i r '-SSMH 12490 SSMH 2680 SSA Axis GRAPHIC SCALE 40 20 0 40 80 1"=40' CB 33: ---------------- D CB 110,'e SSMH 2670 5�� -� SSMH 2646 0 c — LU LU U) LU LU SSMH 2483 I�j r RESUBMITTED j 8/23/2022 �p� CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT 79 22-101385 SDM CB REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING 9STRUCTURAL ®MECHANICAL ®PLUMBING []ELECTRICAL ®ENERGY ®ACCESSIBILITY ❑ FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,, OR®LOCAL REGULATIONS. BY: 2 - •- [ems'' DATE:09/06/22 WEST COAST CODE CONSULTANTS, INC. NW 1/4, NW 1/4 & NE 1/4, NW 1/4, SEC.16, TWP. 21N.,RGE. 4E.,W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON www.axismap.com MGM XI COMMONS ®�a FW, LLC O aa�D�® JOB NO. DATE 21-022 7/19/21 P 4365 EXECUTIVE DR Axiso0�a� SUITE 1400 °��OD Survey & Mapping DRAWN BY CHECKED BY SAN DIEGO, CA 92121 15241 NE 90TH STREET, SUITE )M/ERM ZLN 100 REDMOND, WA 98052 SCALE SHEET TEL. 425.823-5700 FAX 425.823-6700 111 = 401 6 OF 10 BOUN CB 2586 Iwo SD SD —'@xz-- SDMH 1 M CB 11024 — — SDMH 11 I / I YC; oN� B 1098 co 11 SSMH 2482 � S \ S SDMH 2479 SDMH 2513 AXI S GRAPHIC SCALE 40 20 0 40 80 111=401 CB 3828 1 -FOUND PUNCH IN 3" BRASS DISK IN CONCRETE MONUMENT DOWN 0.9' IN CASE. (03/16/21) CB 3825 n LU LU U) LU LU U) CB 6692 I I I I I II I OI I I it CB 6062 I I I I I I I I I I I I I ®o I it o I o \N co I I I I I I II I II I II I I I I I I I SEE BELOW LEFT III \ 1 . SO 'SDMH 12669 III I SDMH 1 670 III CB 6065 ' II III I SDMH 12675 III I CB 3820 CB 12713 CB 6064 Sp 0 CB 3819 00. GCB 6061 `J SSMH 6060 0 4- I I1I I I II I I SDMH 6067 III- II I f\ I II STO P — -----41_8— II SDMH 6058CB 6066 N SDMH 6059 4T4A \0 can 424_ - _ _,�— 1I I I a II I __426 / 428 /K� ' 430- - II /I SDMH 6057 I sD CB 13812 I I I f, r T� --432,!- -SD-� I I I I • J I I II SDMH 6068 I I\ `I'J, \\ I CB 12722 IIII I / / S MH 6056 CB 6669 SSMH 6069 0 S SS S- I --SSMH I � 6070 I�—I / I SDMH 6053 SSMH 6055 // II '/ I T IT �3 _. - - - � / / CB 6054_ II —W - i w / I �� IIIIII ��OQ - - - - SDMH 6044- -- - -- SD---------�/ �'�-� polc SBTOP / I I f f f hO432- / 1 1 SHELTER SSMH 6045 - � � �/� BUS SS _ �� _ _ _ __ - - SDMH 6052 SDMH 6050/ / ' Sp STOP =� r=------ —L- J. -414 "\ D\SDMH 6049 '-'"SDMH 6046 SDMH 6040 �414_ _ SSMH 6051 L-� � � �- S P `�� CB 12737 SDMH 6047 - - -/ // /,OP / �j /� ro/ V _ — i/Oe /// Ldl?o 416 ------ SSMH 6048 / - w_ - - / ON ��o ,----------�/ - ��\ 420 RESUBMITTED - OP - - - OP ,I/ P CB 12747 00 / / / —OP I ---oP OR / II�� 0Q �%�� 42oC /// 8/23/2022 j -OP ' � I I - OP -� - OP I V 1 -- op ---OP - - OP �p CB 12754 -op �2p CB 3789 - - - - OP 422 / f -424-- -426- 28-^--OP - - - 0 �L �`aGP- FOUND PUNCH IN 3" BRASS - OP DISK IN CONCRETE MONUMENT DOWN 0.9' IN CASE. _ (03/16/21) - / OR / OF OP i CITY OF FEDERAL WAY I I a COMMUNITY DEVELOPMENT I I r� — 422 22-101385 SDMH 3801 3802 i \ \ OP N SOP `\ SOP UP \ OP - 428- 430 4,32 30 -424 SEE ABOVE RIGHT NW 1/4, NW 1/4 & NE 1/4, NW 1/4, SEC.16, TWP. 21N.,RGE. 4E.,W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON REV# DESCRIPTION OF REVISION DATE BY REVIEWED FOR CODE www.axismap.com #1 COMPLIANCE LEE N MGM XI COMMONS SURVEY FOR COMPLIANCE WITH THE APPLICABLE #2 ®BUILDING NCODESSIIDENTIFCDBELOW of �rasNj FW, LLC o ��oQp��® JOB NO. DATE TURAL MECHANICAL SPLUMBING nO #3 1/ ❑ELECTRICAL ®ENERGY ' Axis 21-022 7/19/21 OF®ACCESSIBILITY ❑FIRE 4365 EXECUTIVE DR #4 SUITE 1400 Survey &Mapping DRAWN BY CHECKED BY #5 PLAN DOESNOREVIEW ACCEPTANCE NOFDOCTONNT �p� SAN DIEGO, CA 92121 �� THE COMMONS AT FEDERAL WAY �' 4 15241 NE 90TH STREET, SUITE )M/ERM ZLN 6 PROCEED IN VIOLATION G ANY FEDERAL, s 0 j S T$ O 1, SCALE SHEET STATE, Sj REDMOND WA 98052 BY: 2z' 4! DATE:09/06/22 AL LAN 19 21 TEL. 425.823-5700 #7 WEST COAST CODE CONSULTANTS, INC. FAX 425.823-6700 1" = 40' 7 OF 10 CB 1303 I CB 1305 J { SSMH 1306 CB 1308 CB 1309 REV# DESCRIPTION OF REVISION #1 #2 #3 #4 #5 #6 #7 DATE I BY BOUNDARY &TOPOGRAPHIC SURVEY EV CHARGING STATION W/SIGN TYP SEE SHEET 5 SEE SHEET 10 SURVEY OF THE COMMONS AT FEDERAL WAY LEE I�NA A V 19. CB 1299 -RESERVED HANDICAP PARKING-TYP P _P SDMH 1328 —r - GRAPHIC SCALE 40 20 0 40 80 1"=40' Ai LU LU 2 U) LU LU Ln RESUBMITTED 8/23/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT 22-101385 REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING }STRUCTURAL ®MECHANICAL ®PLUMBING []ELECTRICAL ®ENERGY ®ACCESSIBILITY ❑FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. BY: 7//L � DATE:09/06/22 WEST COAST CODE CONSULTANTS, INC. NW 1/4, NW 1/4 & NE 1/4, NW 1/4, SEC.16, TWP. 21N.,RGE. 4E.,W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON www.axismap.com MGM XI COMMONS ®�e FW, LLC �Qp��® JOB NO. DATE ooO��D� 21-022 7/19/21 4365 EXECUTIVE DR PODOa� Ax SUITE 1400 °��OD Survey & Mapping DRAWN BY CHECKED BY SAN DIEGO, CA 92121 15241 NE 90TH STREET SUITE JM/ERM ZLN 100 REDMOND, WA 98052 SCALE SHEET TEL. 425.823-5700 FAX 425.823-6700 1" = 40' 8 OF 10 BOUNDARY &TOPOGRAPHIC SURVEY Kal F-- W W 2 U) LU LU Lo 416.4' F- - — =414- ---np CB 12864 REV# DESCRIPTION OF REVISION #1 #2 #3 #4 #5 #6 #7 SDMH 6032 DATE I BY RESUBMITTED 8/23/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT 22-101385 SEE SHEET 6 SURVEY OF THE COMMONS AT FEDERAL WAY 0 FFE=416.2' REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING IKSTRUCTURAL MECHANICAL ®PLUMBING ❑ELECTRICAL ®ENERGY ®ACCESSIBILITY [-]FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. BY 7 DATE 09/06/22 WEST COAST CODE CONSULTANTS, INC. n LEE I�NA A V 19. u SS z 4,6 m I I .' � o I w- 0 — � cn I El El 0 V I1I 0 0 0 0 FFE=416.3' I I I o SS � I I I I I I I I I I I I I I I I I I I 000� I Axis I GRAPHIC SCALE I I I I III , III I =416.4' 40 20 0 40 80 1"=40' CB 6613 , I I I I I I I I I I I I I I I I ;B 6609 I I � I I I I I I I � I I I I I � I I 1 LU LU ■■ CB 66E U) — I — — SDMH 61 SD ' SSMH 61 -SS S -SD— I SDMH 6040 414 SDMH 6C \ SI 4 4 _416� r — OP —OP - --— OP - — ur - — OP - — — OP Ec V NW 1/4, NW 1/4 & NE 1/4, NW 1/4, SEC.16, TWP. 21N.,RGE. 4E.,W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON www.axismap.com MGM XI COMMONS ®�e FW, LLC �Qp��® JOB NO. DATE ooO��D� 1 21-022 7/19/21 Axis 4365 EXECUTIVE DR PODOa� SUITE 1400 °��OD Survey & Mapping DRAWN BY CHECKED BY SAN DIEGO, CA 92121 15241 NE 90TH STREET, SUITE JM/ERM ZLN 100 REDMOND, WA 98052 SCALE SHEET TEL. 425.823-5700 FAX 425.823-6700 1" = 40' 9 OF 10 BOUNDARY &TOPOGRAPHIC SURVEY OP - - -OP� I OP - - - OP?< STOP HEREIft x ON RED X CB 12988 � o CB 3875 - - p OP CB 12989 N89`57'12"W 1 _ _ _163.78' TO CL- 165.07' TO SEC. o - CB 3689 c • II � CB 3700 II II II II II II II If II CB 3701 SDMH 6034 L � / - OP N - SDMH 6035 Lzk 7. �. • J • CB • • ONLY --- STOP o— - •. •. —�//� II 11. a1 �. - -- -----� �-/ Sump i -410 �ii.Il�% OP - 70P P - - �G-OP ---OP - ,,1 ---------- �Or ' R=1200.00' / - - L=234.81' J _ CB 12912 CB 12875 N83.4341"E 273.14' �- - �� - N87°00'02"W- / O R�369.09'- �`14/ Q _ 6 4 _ _ CB 12896 i_� _ _ C �41 414 - - - - - I- FOUND PUNCH- BRASS _ \ ,o \ _ CB 3747 SDMH 3719 - _ - _ - - \ \--A=9°16'17" R=1200.00' _ _ _ _ _ - r, \ CB 3730 _ - - - _ - _ - - - - _ _ - -� - DISK IN -CO FZETE- K�ONUWIENT- - 0 - _ _ _ L-19418'--418-� 0� - ---- - _ - �9.W�L_ 0.9'�N�ASE CB 3704 CB 3706 FOUND PUNCH IN 3" BRASS DISK IN CONCRETE MONUMENT DOWN 0.9' IN CASE. (03/16/21) CB 3720 CB 3721 ---OP =nn-A, 0 SOP ---OP -OP V - -0 (D � � OP � \ - P� � I 0 i OP r-I CB 6029 jzp_ ---OP -OP -- _ - -OP - - CB 12825 - SD W W - N81 °19'25"►N 36p.50' CB 12818 SDMH 6030 L _ _ �_ _ 414 - 426 424 422 420� - .41 g _ 416 _ r 0 428 = �� CB 3758 I I I \ CB 12807 P. ` ---0� --0 --- P ---0 --OP- ��- �p� --- _--- ---OP �412- ---OP CB 3763 _ Cv -OP „� rrr - _ OP _I 414 �� ---nP -==cQP —. =CJ�-=-6p-I----�p-414--41CB 3768- N O 00 co d N— -� -yri 410- ` 2,- L I I N d a v d o � - SDMH 7308 ----- 40608 - ( i N I SSMH 7325 J / 406- \ ❑I I \ N 't I 1 ` I CB 7309 REV# DESCRIPTION OF REVISION #1 #2 #3 #4 #5 #6 #7 DATE I BY RESUBMITTED 8/23/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT 22-101385 SD CB 3731 - Sp _ _ _ _ _ - �42 - 422- _ - - -I- r - m SD SD SD SD SD - - =�� - - - - _ _ _ _ 424_-=426. 42=430-/187`21) - - - - 4 W ---OP-OP--0--� �� -pia-- -OP ^I-- OP CB 3726-7 - - - - - - - CB 3732�- --- ---OP ---OP SEE SHEET 9 PT SURVEY OF ---ram ---OP 1s 1 GRAPHIC SCALE _ — — --__ W 3735 — - - - - 5 -I- ---- - - - - - �-----r---------,tx OP OP-T� /n - I ---OP\OP P -OP ---OP � `'`✓ �� 434 40 20 0 40 80 1"=40' THE COMMONS AT FEDERAL WAY CB 3778 j / - — - � � � DOWN 0.9' IN CASE. - (03/16/21) . REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING 9STRUCTURAL MECHANICAL ®PLUMBING ❑ELECTRICAL ®ENERGY ®ACCESSIBILITY ❑ FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,((OR®®LOCAL REGULATIONS. BY: ;�Z- DATE 09/06/22 WEST COAST CODE CONSULTANTS, INC. OP r ' P 420 0 W Lu e () W W Ln _ 428_ -424 - NW 1/4, NW 1/4 & NE 1/4, NW 1/4, SEC.16, TWP. 21N.,RGE. 4E.,W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON iMGM XI COMMONS ♦ j 4365 EXECUTIVE DR SUITE 1400 ✓rir�_� �t:��a SAN DIEGO, CA 92121 I�NAL LNO v19 100 REDMOND, WA 98052 TEL. 425.823-5700 FAX 425.823-6700 www.axismap.com JOB NO. DATE 21-022 7/19/21 DRAWN BY CHECKED BY JM/ERM ZLN SCALE SHEET 1"=40' 10OF10 CV N N 0 N 0 N 0 0 0 c-D / Cn CD 0 N 3 d C_ 0 N ro / a� CD cii CITY OF FEDERAL WAY EROSION CONTROL NOTES EROSION/SEDIMENTATION CONTROL NOTES SEE SHEET CV-1.1 FOR EROSION CONTROL NOTES. SEE SHEET CV-1.2 FOR CITY OF FEDERAL WAY EROSION/SEDIMENTATION CONTROL NOTES. DEMOLITION NOTES SEE SHEET CV-1.1 FOR DEMOLITION NOTES. CONSTRUCTION SEOUENCE 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRE -CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. 2. FLAG OR FENCE CLEARING LIMITS AND INSTALL TEMPORARY TREE PROTECTION FENCING (IF APPLICABLE). 3. POST NOTICE OF CONSTRUCTION ACTIVITY SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR. 4. INSTALL INLET PROTECTION FOR CATCH BASINS, IF REQUIRED. 5. INSTALL CONSTRUCTION ENTRANCE AND EXIT. 6. INSTALL OFF -SITE CATCH BASIN PROTECTION (IF NECESSARY). 7. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH THE LOCAL JURISDICTION STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 11. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE LOCAL JURISDICTION EROSION AND SEDIMENT CONTROL STANDARDS. 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BEST MANAGEMENT PRACTICES REMOVED IF APPROPRIATE. DEMOLITION KEY O DEMOLISH EXISTING BUILDING IN ACCORDANCE WITH APPLICABLE CODES. CONTRACTOR SHALL REMOVE ALL ASBESTOS CONTAINING BUILDING MATERIALS IN ACCORDANCE WITH APPLICABLE CODE REQUIREMENTS. REFER TO ARCHITECTURAL PLANS FOR LIMITS OF BUILDING REMOVAL. O REMOVE EXISTING UTILITY, COMPLETELY REMOVE EXISTING UTILITY PIPE/CONDUIT/STRUCTURE AND BACKFILL WITH COMPACTED STRUCTURAL FILL. O3 DEMOLISH EXISTING CONCRETE CURB. ® DEMOLISH EXISTING CONCRETE SIDEWALK TO NEAREST JOINT. O5 DEMOLISH AND REMOVE EXISTING ASPHALT PAVEMENT TO DEPTH SUFFICIENT TO CONSTRUCT NEW PAVING AND IMPROVEMENTS. © SAWCUT, MATCH AND JOIN EXISTING PAVEMENT. O7 DISCONNECT AND CAP EXISTING UTILITY. ® REMOVE EXISTING FIRE HYDRANT AND RETURN TO LAKEHAVEN WATER DISTRICT. O9 PROTECT EXISTING TREE TO REMAIN. 10 REMOVE EXISTING LIGHT STANDARD AND BASE TO BE RELOCATED. ABANDON EXISTING CONDUIT IN PLACE. PATCH PAVEMENT UNLESS ADJACENT PAVEMENT IS SHOWN TO BE DEMOLISHED AND REPLACED. �5 PROTECT EXISTING BUILDING TO REMAIN. 12 PROTECT EXISTING PAVEMENT TO REMAIN. 13 REMOVE EXISTING STOP BAR & SIGN 14 PROTECT EXISTING UTILITY TO REMAIN. 15 PROTECT EXISTING LIGHT STANDARD TO REMAIN. 16 REMOVE ALL EXISTING BOLLARDS (TYP). 17 REMOVE EXISTING IRRIGATION METER AND VALVE. 18 REMOVE EXISTING TREE. 19 TEMPORARY CONSTRUCTION ENTRANCE. 20 REMOVE EXISTING TRENCH DRAIN AND ASSOCIATED PIPING. 21 REMOVE STRUCTURE 22 REMOVE EX. WATER VALVE 23 REMOVE EXISTING STORM STRUCTURE, REFER TO SHEET C-2.0 SEEDING NOTE TEMPORARY SEEDING - WITHIN 14 DAYS AFTER CONSTRUCTION ACTIVITY CEASES ON ANY PARTICULAR AREA, ALL DISTURBED GROUND WHERE THERE WILL NOT BE CONSTRUCTION FOR LONGER THAN 21 DAYS MUST BE SEEDED WITH FAST -GERMINATING TEMPORARY SEED AND PROTECTED WITH MULCH. PERMANENT SEEDING - ALL AREAS AT FINAL GRADE MUST BE SEEDED WITHIN 14 DAYS AFTER COMPLETION OF THE MAJOR CONSTRUCTION ACTIVITY. LEGEND PROPERTY LINE — — EXISTING CURB TO BE DEMOLISHED REMOVE EXISTING ASPHALT PAVEMENT REMOVE EXISTING CONCRETE SIDEWALK REMOVE EXISTING BUILDING EKE= SAWCUT— — — — — — — EXISTING CONTOUR CONSTRUCTION ENTRANCE INLET PROTECTION LIMITS OF WORK — — — — STRAW WATTLES TEMPORARY CONSTRUCTION FENCE X SLOPE ARROW TREE TO BE REMOVED CONTRACTOR TO REMOVE ALL EXISTING SPEED BUMPS No. Date By Revision Description 1 7 21 2022 PACLAND PERMIT REVISIONS #1 Designed By: Issue Date: WL 7/21/2022 PERMIT Drawn By: WL Checked By: Project I JAC 10-415-018 6 CONTRACTOR TO UTILIZE WHEEL WASH FACILITIES IF A CONSTRUCTION ENTRANCE ° \� CANNOT BE INSTALLED 110 I s 12 40 k 3 I- 10 ----- ° _ 5 1\\\\14 I F � I I 7 GATE (TYP) l i 14 17 22 �i\` I I 8 - I 10 ° STRAW WATTLES (TYP) I 1 \ / 1 / 18 10 18 1 ' 18 I1==II 18 X 13 I, I/ 1 18Oil jai 11 / a 14 1 ?° 3 14 / - I' 18 1'%I 18 ------ 14 ° /I 1 \.°d �.. - j ") 7 14 v vvvvvvvvvvv��`� /� P P P 1i / / , I 14 4 21 � I4 I , I I I CN S T V--- o- L-- ---- 14 1 1 11 - P P _� 5 I I 16 GATE (TYP) 1 1 r r 23 18 - L) 1 1 II L — — — � � J I 3 �\\\\rrrr\ � I / O 13 r I I 14 d I A. C A 34375 �C', �sSrONAL ES�7 SID G G e C) 1 0 0 STRAW WATTLES (TYP) _ — — — — TEMPORARY CONSTRUCTION FENCE (TYP) 9 5 3 4 I _ 4 LIMITS OF WORK RESUBMITTED 8/23/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT 22-101385 6814 Greenwood Ave. N. T (206) 522-9510 Seattle, WA 98103 WWW.PAcLAND.COM Ah GRAPHIC SCALE 20 0 10 20 40 80 ( IN FEET ) 1 inch = 20 ft. Know what's below. Call before you dig. MERLONE GEIER PARTNERS DEMOLITION AND EROSION THE COMMONS CONTROL PLAN FEDERAL WAY, WA 0- N I N N CD CV 0 N 3 LiJ 0 N CD CD Li Cn C.� N 3 d C_ CD N Cn i CD 0i EDGE OF EXISTING / PAVEMENT R=25' MIN. 4" TO 8" QUARRY SPALLS MEETING REQUIREMENTS FOR HAND LAID RIP RAP (WSDOT STANDARD SPEC. PACLAND 100' MIN. z CONSTRUCTION ENTRANCE DETAIL u11 15' MIN. PROVIDE FULL WIDTH OF INGRESS / EGRESS AREA No. Date By Revision Description 1 7 21 2022 PACLAND PERMIT REVISIONS #1 NOT TO SCALE WSDOT Designed By: Issue Date: WL 7/21/2022 PERMIT Drawn By: WL Checked By: Project No: JAC 10-415-018 1. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORM WATER STRUCTURE IT WILL SERVICE. 2. THE BIGD SHALL HAVE A BUILT-IN HIGH FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 3. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. 4. PERFORM MAINTENANCE IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION ASS 8-01.3(15). DRAINAGE GRATE N RECTANGULAR GRATE SHOWN RATE DEVICE (BIDG) RETRIEVAL SYSTEM (TYP.) lllllll�E BELOW INLET GRATE DEVICE (BIGD) INLET PROTECTION DETAIL NTS A. � l STfR �`�� SSIONAL OVERFLOW BYPASS (TYP.) 6814 Greenwood Ave. N. T (206) 522-9510 Seattle, WA 98103 WWW.PAcLAND.COM ANCHOR POSTS 1 1 ANCHOR POSTS iSPACING BE MIN. 4' TALL T-BAR MUST BE _ _FENCE POSTS 1 TO A ...... ORANGE MESH -ESS THAN Y3 OF PLASTIC r THE TOTAL OF POST ............................................................................................. ............................................................................................. ..........si�r� 1 SECURE FENCE BOTTOM TEMPORARY CONSTRUCTION FENCE NTS STRAW WATTLES SANDBAGS AS NEEDED (2' MIN.) TO SECURE WATTLE, TYP. PACLAND REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING OSTRUCTURAL ®MECHANICAL ®PLUMBING []ELECTRICAL ®ENERGY ®ACCESSIBILITY [-]FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. BY. 1 /b-�t��' DATE:O9/OF)/22 WEST COAST CODE CONSULTANTS, INC. STRAW WATTLE DETAIL N TS RESUBMITTED 8/23/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT 22-101385 Know what's below. Call before you dig. MERLONE GEIER PARTNERS THE COMMONS EROSION CONTROL DETAILS D-2.0 FEDERAL WAY, WA N N N O N O N 7 O d C- CD N Ln a� CD SITE NOTES SEE SHEET CV-1.1 FOR SITE NOTES. SITE DATA ZONING: CITY CENTER CORE (CC-C) PARCEL NO: 762240-0015 TOTAL SITE AREA: 11.64 AC (506,918 SF) PROPOSED USE: RETAIL CITY OF FEDERAL WAY GENERAL NOTES SEE SHEET CV-1.2 FOR CITY OF FEDERAL WAY GENERAL NOTES. No. Date By Revision Description 1 7 21 2022 PACLAND PERMIT REVISIONS #1 IIIIIIII I I III III ■ 671 Not'10'33"E S 320TH ST 03"W\ / \/ N01'41 1.95'� PROPERTY LINE (TYP) I III _ IIIIIIII♦ IIIIIIII♦ IIIIIIII♦ IIIIIIII♦ II_ IIIIIIII♦ II_ IIIIIIII♦ Y � D :i:' o SD C� IL---- SEE SHEET C-1.1 FOR ENLARGED SITE PLAN TD IL OD02 S 324TH ST —_63.J8' _ N8)' 1W. 165 7 TO SEC. ■ Q L=194.18 P — I 0 P OP0 IOIP— " t � Designed By: Issue Date: WL 7/21/2022 PERMIT Drawn By: WL Checked By: Project No: JAC 10-415-018 A. C ,0 34375'k' �a4`�� 6814 Greenwood Ave. N. T (206) 522-9510 Seattle, WA 98103 WWW.PAcLAND.COM — N88'16'03"W 5208.J3'—MESS ASIS 17 BEARINGS 2608.45'—R2 Diu L=243 2' OP n n / N81'19"25"W O PI — 360.Sp" 4=14'S654 =9 0.00 ❑ L=234 a.• A=13'45, N81'19'25' — L= GR ---OP P ---0-- - n 7Z REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. NBUILDING 19STRUCTURAL MECHANICAL NPLUMBING ❑ELECTRICAL ®ENERGY ®ACCESSIBILITY []FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, ST�ATE, OR LOCAL REGULATIONS. BY: "- ` ' DATE:09/06/22 WEST COAST CODE CONSULTANTS, INC. 100 GRAPHIC SCALE 0 50 100 200 ( IN FEET ) 1 inch = 100 ft. 400 RESUBMITTED 8/23/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT 22-101385 Know what's below. Call before you dig. MERLONE GEIER PARTNERS THE COMMONS OVERALL SITE PLAN C-1.0 FEDERAL WAY, WA N I N N O N O N 7 3 V) O 3 d C_ O N ro / i CD N C 0 i N / a LL / 0 C_ C3 cii SITE NOTES SEE SHEET CV-1.1 FOR SITE NOTES. SITE KEY CITY OF FEDERAL WAY GENERAL NOTES SEE SHEET CV-1.2 FOR CITY OF FEDERAL WAY GENERAL NOTES. OA AREA STRIPED AT SINGLE WHITE (4") LINES AT 45- ® 2'-0" ox. © ACCESSIBLE PARKING SPACE TYPICAL. SEE DETAIL SHEET FOR 2 ACCESSIBLE PARKING SPACE SIZE, SIGN AND SYMBOL c-s ("VAN -INDICATES VAN ACCESSIBLE SPACE). © CONCRETE SIDEWALK 3 c-s.o OD PARALLEL CURB RAMP (WSDOT STD PLAN F-40.12-03) c �s OE PERPENDICULAR CURB RAMP (WSDOT STD PLAN F-40.15-03) O SLOPED CONCRETE SIDEWALK (5% MAX.) © 18" CONCRETE CURB AND GUTTER (TYP) 5 C-8.0 2 O CONCRETE PAVEMENT C-8.o OI RELOCATED EX. LIGHT POLE c $ SITE DATA ZONING: CITY CENTER CORE (CC-C) PARCEL NO: 762240-0015 TOTAL SITE AREA: 11.64 AC (506,918 SF) PROPOSED USE: RETAIL PARKING DATA JO "STOP" SIGN AND 24" STOP BAR (TYP) KO SAWCUT (TYP) © PLAZA AREA, SEE LANDSCAPE PLANS FOR ENHANCED PAVING PATTERN, COLOR, ETC. MO TURF, SEE LANDSCAPE PLANS CONCRETE BENCH (TYP), SEE LANDSCAPE PLANS FOR DETAILS OQ PLAZA FURNITURE (TYP), SEE LANDSCAPE PLANS FOR DETAILS © BIKE RACK (TYP), SEE LANDSCAPE PLANS FOR DETAILS Al ® ENHANCED ASPHALT SIDEWALK (SEE LANDSCAPE PLANS FOR COLOR AND PATTERN) 0 PEDESTRIAN LIGHT POLE (TYP). REFER TO SITE LIGHTING PLAN. CONTRACTOR TO REMOVE ALL EXISTING SPEED BUMPS STANDARD STALLS = 65 STALLS LEGEND TOTAL STALLS = 65 STALLS 0 STD. DUTY ASPHALT PROPOSED PARKING PAVEMENT PROPOSED STALLS = 83 STALLS LANDSCAPING (SEE ADA STALLS = 2 STALLS LANDSCAPE PLANS) TOTAL STALLS = 85 STALLS 7771CONCRETE SIDEWALK 3 PAVEMENT CONCRETE PAVEMENT 2 C-8.0 1.5" ASPHALT OVERLAY TURF (SEE LANDSCAPE PLANS) PLAZA AREA (SEE LANDSCAPE PLANS FOR COLOR AND PATTERN) 0 LLLLLLLLLLLL ENHANCED ASPHALT CROSSWALK (SEE LLLLLLLLLLLL LANDSCAPE PLANS FOR COLOR AND PATTERN) CONCRETE CURB & GUTTER C-4 8.0 ® NUMBER OF PARKING STALLS PER ROW SAWCUT No. Date By Revision Description 1 7 21 2022 PACLAND PERMIT REVISIONS #1 Designed By: Issue Date: WL 7/21/2022 PERMIT Drawn By: WL Checked By: Project No.: JAC 10-415-018 ,0 34375'�' 'p0" MIS,; �`ti'� %SSIONAL ECG, 6814 Greenwood Ave. N. T (206) 522-9510 Seattle, WA 98103 WWW.PAcLAND.COM REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING 9STRUCTURAL ®MECHANICAL ®PLUMBING ❑ELECTRICAL ®ENERGY ACCESSIBILITY []FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,, OR®LOCAL REGULATIONS. BY: w •f 2 DATE:09/06/22 WEST COAST CODE CONSULTANTS, INC. GRAPHIC SCALE 20 0 10 20 40 80 ( IN FEET ) 1 inch = 20 ft. RESUBMITTED 8/23/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT 22-101385 ?12' Know what's below. Call before you dig. MERLONE GEIER PARTNERS THE COMMONS ENLARGED SITE PLAN C-1.1 FEDERAL WAY, WA STORM DRAINAGE NOTES CITY OF FEDERAL WAY DRAINAGE NOTES a I N N 0 N LC7 N 3 C� 0 N d C_ CD N a� CD SEE SHEET CV-1.1 FOR STORM DRAINAGE NOTES. SEE SHEET CV-1.2 FOR CITY OF FEDERAL WAY DRAINAGE NOTES. GRADING NOTES SEE SHEET CV-1.1 FOR GRADING NOTES. LEGEND I 1110]ZIlfell :� PROPOSED CONTOUR �XX� SPOT ELEVATION RIDGE/VALLEY ----R/V ------ TYPE I CATCH BASIN ❑❑ t C-s.0 WQ TREATMENT STRUCTURE t c-s.t STORM DRAIN PIPE SD FINISHED FLOOR ELEVATION FIFE TOP OF CURB TIC TOP OF PAVEMENT TP LOW POINT LP ROOF DRAIN LEADER -RDL STORM DRAIN CLEANOUT 3 (SDCO) CONTRACTOR TO ADJUST ALL LIDS FOR EXISTING STRUCTURES UP TO FINISHED GRADES STRUCTURE SCHEDULE CB# TYPE RIM IE (OUT) 1 EX. TYPE 2 CB 410.77 401.37 (36") EX. 404.25 (12" S) EX. O2 EX. TYPE 2 CB 410.80 EX.403.90 (15" W) EX. 404.20 (15" E) EX. 1 1403.90 (12" E) O3 WQ STRUCTURE 412.00 404.01 (12" SW) 404.51 (12" NE) 405.01 (15" NW) EX. ® EX. TYPE 2 CB 413.00 * 405.01 (15" SE) EX. 404.58 (12" SW) EX. O5 EX. TYPE 2 CB * 413.45 406.11 (12" N) EX. 405.66 (15" NW) EX. 405.46 (15" E) EX. 409.02 (12" SE) 408.14 (12" S) EX. © EX. TYPE 2 CB 414.24 EX.408.34 (12" E) EX. 408.14 (12" NW) O7 EX. TYPE 2 CB 412.81 EX.405.06 (15" SE) EX. 404.96 15" SW EX. ® EX. TYPE 2 CB 414.05 * 406.50 (15" E) EX. 406.38 (15" W) EX. TYPE 1 CB 413.9 409.2 NOTE: CATCH BASINS SHALL HAVE A STANDARD GRATE UNLESS OTHERWISE NOTED. (io * ADJUST EX. LID TO FINISHED GRADE 1 SOLID LID C-s.o 0 BE REMOVED PIPE SCHEDULE PIPE # DIAMETER LENGTH FT. SLO E (FT. FT.) �2 12" 31 .0036 �3 12" 19 .0036 12" 36 .005 NOTE: ALL SD PIPE TO BE HDPE N-12 UNLESS OTHERWISE NOTED -ALL NEW RDL PIPES TO BE 4" HDPE N-12 No. Date By Revision Description 1 7 21 2022 PACLAND PERMIT REVISIONS #1 J I ;I 411.35 ) / - I JD 1 I 411.1 � 15003 I I \ P 41 . ' \ 41 P- N P 2 2 P P - - P �411.2 LP off- Cpi\ 117�� 41 .35 \ REMOVE EX. STORMFILTER VAULT o� \ Designed By: Issue Date: WL 7/21/2022 PERMIT Drawn By: WL Checked By: Project No.: JAC 10-415-018 A. C. ,0 34375'�' Tf ----------- - I 414.35 -� 13 8- 7,\ �41 \ TP 413.85 6814 Greenwood Ave. N. T (206) 522-9510 Seattle, WA 98103 WWW.PAcLAND.COM TP 413.65 I TC 414.25 TP 413.75 I 11 5 3.8 i r I TIC 414.1 EX. TP 413.6 EX. GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. S° I I I I CV m RESUBMITTED 8/23/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT 22-101385 REVIEWED FOR CO COMPLIANCE FOR COMPLIANCE WITH THE APP CONSTRUCTION CODES IDENTIFIE ®BUILDING ESTRUC MECHANICAL ®PLUMB ❑ELECTRICAL ®ENERG ®ACCESSIBILITY ❑FIRE PLAN REVIEW ACCEPTANCE OF DC DOES NOT AUTHORIZE CONSTRUi PROCEED IN VIOLATION OF ANY F STATE, OR®LOCAL REGULATI( BY: Z^^"'t-s-•[�s DATE: WEST COAST CODE CONSULTA Know what's below. Call before you dig. MERLONE GEIER PARTNERS THE COMMONS GRADING AND DRAINAGE PLAN C-2.0 FEDERAL WAY, WA ff y d C- CD CV ro / a� c� cfi GENERAL UTILITY NOTES SEE SHEET CV-1.1 FOR GENERAL UTILITY NOTES. WATER NOTES SEE SHEET CV-1.1 FOR WATER NOTES. SANITARY SEWER NOTES SEE SHEET CV-1.1 FOR SANITARY SEWER NOTES. LAKEHAVEN SEWER DISTRICT STANDARD NOTES FOR GRAVITY SEWER CONSTRUCTION SEE SHEET CV-1.2 FOR LAKEHAVEN SEWER DISTRICT STANDARD NOTES FOR GRAVITY SEWER CONSTRUCTION. LAKEHAVEN WATER DISTRICT STANDARD NOTE THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH LAKEHAVEN WATER & SEWER DISTRICT "WATER SYSTEM AND SEWER SYSTEM STANDARDS" APPROVED BY THE WASHINGTON STATE DEPARTMENT OF HEALTH ON JUNE 8, 1994 AND ANY ADDENDA THERETO. SANITARY SEWER KEY n SSCO 01 RIM=416.30 IE 6"=412.80 (CONTRACTOR TO VERIFY EX. SIDE SEWER DEPTH) LEGEND WATER SERVICE W 1 C-7.0 FIRE HYDRANT Y 1 C-7.1 WATER METER ® 1 C-7.0 DCVA 2 C-7.0 PROPOSED LIGHT POLE BASE (SEE LIGHTING PLANS FOR FIXTURE TYPE) GAS LINE G GAS METER SANITARY SIDE SEWER —SS— SS CLEANOUT (SSCO) GREASE INTERCEPTOR 2 C-5.0 No. Date By Revision Description 1 7 21 2022 PACLAND PERMIT REVISIONS #1 a I I I I l I I � F I� I I II 4 FL 0 � F � - ; EXISTING TER EASEMENT F' '1 PEDESTRIAN LIGHTING (TYP), SEE LIGHTING PLANS CONTRACTOR IIITO CONFIRM EX. SEWER SERVICE DEPTH OF EX. SEWER SERVICE 0 � ww - 0 REMOVE EX. LIGHT POLE � col 1 I EXTEND IRRIGATION LINE TO )o TIE -INTO EX. IRRIGATION MAIN / 0 0 (NOT SHOWN ON SURVEY) 15.92' 0kL INSTALL NEW 2" IRRIGATION METER AND DCVA � ^ e 00 `14 REMOVE AND RETURN EX. FH TO REMOVE EX. VALVE AND LAKEHAVEN UTILITY DISTRICT y DISCONNECT/CAP EX. SERVICE LINE REMOVE EX. IRRIGATION WA REMOVE EX. METER AND VALVE VAULT/METER REMOVE EX. INTERCEPT EX. WA AND LIGHT POLE a INSTALL NEW FH RELOCATE EX. PROPOSED WATER EASEMENT LIGHT POLE FOR SERVICE CONNECTION I `✓ 1 C ____ RELOCATE EX. LIGHT POLE & ROTATE � S D HEAD 90 DEGREES �� SO P P CV V 0 - P P P - P P - O I Designed By: Issue Date: WL 7/21/2022 PERMIT Drawn By: WL Checked By: Project No: JAC 10-415-018 N 6814 Greenwood Ave. N. T (206) 522-9510 Seattle, WA 98103 WWW.PAcLAND.COM PROPOSED 1 RETAIL FFE = 416.3 GAS MANIFOLD SSCO IE=412.26---1 26 LF 6" PVC GREASE LINE ® 2.0% SSCO IE = 411.53 15 LF 6" PVC SS ® 63.53% ter. I I 'I SEE ARCHITECTURAL/MEP PLANS FOR TENANT IMPROVEMENTS I �II c� Q Q CD NEW GAS SERVICE / SSCO IE = 411.74 1,000 GAL GREASE INTERCEPTOR IE = 411.70 (6" IN) 411.57 (6" OUT) CONNECT TO EX. 8" SS IE = 402.0 SD fF \\\ EX. LIGHT POLE TO REMAIN TV 45 S� GRAPHIC SCALE 20 0 10 20 40 80 ( IN FEET ) 1 inch = 20 ft. 95 RESUBMITTED 8/23/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT 22-101385 REVIEWEC COMP FOR COMPLIANCE V CONSTRUCTION COE ®BUILDING N MECHANICAL []ELECTRICAL ®ACCESSIBILITY PLAN REVIEW ACCEP DOES NOT AUTHORI PROCEED IN VIOLAI STATE,(\ �/O R®LOCH BY WEST COAST CODE Know what's below. Call before you dig. MERLONE GEIER PARTNERS THE COMMONS UTILITY PLAN C-3.0 FEDERAL WAY, WA 0- LO N I N N O N 0 N 3 CD Ln N c� LL- / cn cD CD N d t CD N / L N 0i SURFACE: CLEAN OUT OUT RISER BEND PVG BUILDING SEWER DOUBLE CLEAN OUT SURFACE nN can CLEAN CUT GLEAN OUT RISER 45'PVC BEND PVO WYE PVC BUILDING S EVIER F LOW STANDARD SURFACE CLEAN OUT TYPICAL SEOTIONS AT CLEAN OUT CAST ]RON RISER BOX CLEAN OUT L£NOrIT VARIES - 4!y7�p--- 1000 GALLON GREASE INTERCEPTOR (577) (TYP)7 . (100'I,IAX) f MAIN u {el 11VD WA CLFA3 UT SURFACE \ CLEAN OUT-, BUILDING FOUNDATION 0 A1VAY FROM SEMEN MAIN PLAN ALTERNATIVE SIDE SEINER INSTALLATION 8"xV PVC CONCENTRIC REDUCER (IF REQUIRED; I I— I .+. , . , . , a a , — — , — r-. — — . . —r .. . _ .. . V I ` � CPNCRETE PAD IN PLUGG © MSCREW 13ACi{FILL, U', —FIBCR JOINT z 11 1: sr_K NOTE PACKING �] �—E r , I �W� 11-�W BUILDING SLIVER IN PAVEMENT z BEDDINQ w MATERIAL. fl SEE NOTE ( SCREW IN PLUG ;r, r 0PEN OR LANDSCAPED A UNDISTURBED EARTH SECTION TYPICAL TRENCH SIDE VIER RISER. P IDE Tt REAQFW P SECTION FOR r•ADErd PLUG LAKEHAVEN UTILITY DISTIL' WNG COUNTY WASHINOT01' SIDE SEWER IN OPEN AREA INSTALLATION DETAILS GLEAN OUT DETAILS DATE-. „/0, � SCAIEI NoN� DI; W4: Ast. c SHEET 2 CHECKEDr MEY aflmll siU: SkIYAi—RkY4S APf ID BLR LAKEHAVEN UTILITY DISTRICT SIDE SEWER & CLEANOUT DETAILS N TS No. Date By Revision Description 1 7 21 2022 PACLAND PERMIT REVISIONS #1 Designed By: Issue Date: WL 7/21/2022 PERMIT Drawn By- WL Checked By: Project No: JAC 10-415-018 7'-0" 8" 21-0" 1'-811 21-0„ 8" No a 1'-9" - low 7'-0" 1 6'-0" SECTION A -A 7'-0" 3" 6'-6" I.D. 3" BAFFLE WALL --x 1'-0" 3" 6'-C 4.-g/. SECTION B-B 4'-2" 4'-8" - - - A A 3" B INLET 4'-3v' 2'-3" OUTLET 1'-8" 3,-8., 11-81, NOTES: 1. HEAVIEST PICK WEIGHT = 9,000LBS. PLAN VIEW 3. CONTRACTOR TOGROUTDPVCSPIPE PENETRATIONS. 4. CONTRACTOR TO GROUT IN BAFFLE WALL. 5. CONTRACTOR TO SUPPLY & INSTALL PIPE IN FIELD. Phone: (360) 335-8400 CPPColumb'la Fax: (360) 335-8402 Email: sales@columbiaprecastproducts.com PRECAST PRODUCTS Web: www.columbiaprecastproducts.com 1,000 GALLON GREASE INTERCEPTOR DETAILS COLUMBIA PRECAST A. ,0 34375'1' ass TONAL N TS 6814 Greenwood Ave. N. T (206) 522-9510 Seattle, WA 98103 WWW.PAcLAND.COM REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING 19STRUCTURAL ®MECHANICAL ®PLUMBING []ELECTRICAL ®ENERGY ®ACCESSIBILITY ❑FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, (OR®®LOCAL REGULATIONS. BY - -L�' DATE:09/06/22 WEST COAST CODE CONSULTANTS, INC. RESUBMITTED 8/23/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT 22-101385 Know what's below. Call before you dig. MERLONE GEIER PARTNERS THE COMMONS SANITARY SEWER DETAILS C-5.0 FEDERAL WAY, WA Li) C14 IYj I cV C14 O CN O C14 01 3 O Cfl CV CD L.� / (/) CD cV 3 d Cal / L O) CD 0i h S• Jp� S+ 5 I 6 1 #3 BAR HOOP i 12" 2 13 BAR HOOPS #3 BAR EACH CORNER #3 BAR EACH SIDE FRAME AND GRATE 6" RISER SECTION 12" RISER SECTION PRECAST BASE SECTION (MEASUREMENT AT THE TOP OF THE BASE) #3 BAR EACH WAY NOTES: 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM C478 (AASHTO M 199) & C890 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE WSDOT/APWA STANDARD SPECIFICATIONS. 2. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A497 (AASHTO M 221). WIRE FABRIC SHALL NOT BE PLACED IN KNOCKOUTS. 3. ALL REINFORCED CAST —IN —PLACE CONCRETE SHALL BE CLASS 4000. 4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MIN. ALL PIPE SHALL BE INSTALLED IN FACTORY PROVIDED KNOCKOUTS. UNUSED KNOCKOUTS NEED NOT BE GROUTED IF WALL IS LEFT INTACT. 5. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DIAM. PLUS CATCH BASIN WALL THICKNESS. 6. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX. DIAM. OF 20". KNOCKOUTS MAY BE EITHER ROUND OR "D" SHAPE. 7. THE MAX. DEPTH FROM THE FINISHED GRADE TO THE PIPE INVERT IS 5'-0". 8. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1/2"/FT. 9. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION RR—F-621D. MATING SURFACES SHALL BE FINISHED TO ASSURE NON —ROCKING FIT WITH ANY COVER POSITION. 10. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER. 11. EDGE OF RISER OR BRICK SHALL NOT BE MORE THAN 2" FROM VERTICAL EDGE OF CATCH BASIN WALL. I JULY 2014 �1r PUBLIC DWG. NO. oC MUfty WORKS CATCH BASIN TYPE 1 4-1 CITY OF FEDERAL WAY 234" A 4 4 OHO �000 _ O TYP. 2 3 8" 2" 2 3/8" 15/8" II I� m 4 4 O�OD DODO R=3/4" — SEE NOTE 2 —1/2" LETTERS RECESSED TO BE FLUSH. SEE NOTE 4 — LEVELING PAD (TYP) 8 - 1/8" X 3/4" X 1 3/4" PLAN COVER SECTION A —A A 7 1/4" FOR MACHINING CLEARANCE L-J L-J L-J THIS BAR 1" THICK o o (TYP. 4 PLACES) � s BARS 1 5/8" THICK R 00 I THIS AREA 1 1/8" TYP. BAR a a BARS 1 3/8" THICK THIS AREA 7/8" TYP. SLOT n SEE DETAIL M LEVELING PADS Q 8- 3/4" X 1 3/4" X 1/8" r-� S-LwmmOd ON dIAIgQ--1YIV3WS 01 TIV.ALno N —1 L _l 1 1/4" 1 7/8" TOP VIEW BOTTOM VIEW 23 3/4" 0 \ 17 3/4" M I� N C4 I I I I 1. R=7 1 4" 1 3/4- t t 3/4" L8" r 4" 23 1 2" 17 1/2" SIDE VIEW END VIEW TYPE 1 CATCH BASIN DETAILS NOTES: 1. USE WITH FRAME DRILLED AND TAPPED FOR LOCKING BOLTS. 2. USE WITH TWO LOCKING BOLTS 5/8"-11 NC STAINLESS STEEL TYPE 304 STEEL SOCKET HEAD (ALLEN HEAD) CAP SCREWS, 2" LONG. 3. MATERIAL IS CAST IRON PER ASTM A48 CLASS 30. 4. THE WORDS "CITY OF FEDERAL WAY" TO BE OMITTED IF COVER IS ON A PRIVATE SYSTEM. FINISH DIM. ON LEVELING PAD. REV MAR 2011 C`<\ NCo.]`SM0 M y WORKS SOLID RECTANGULAR COVER D 4 7 O CITY OF FEDERAL WAY SOLID LID DETAILS NITS No. Date By Revision Description 1 7 21 2022 PACLAND PERMIT REVISIONS #1 Designed By: Issue Date: WL 7/21/2022 PERMIT Drawn By. WL Checked By: Project No: JAC 10-415-018 N TS NOTES: 1. SLOT FORMED AND RECESSED FOR 5/8"-11 NC X 2" SOCKET HEAD (ALLEN HEAD) CAP SCREW. �� ro 2. GRATE SHALL BE CAST IRON PER ASTM A48 CLASS 30 UNLESS _ OTHERWISE SPECIFIED. 15 8" SLOT DETAIL SEE NOTE 1 JULY 2014 2,. 3/4„ RAISED SQUARES, 3/4 APART, 1/8" HIGH 24" D D 12 ❑ El PACKING FIBER JOINT _� PACKING "1/ ❑ ❑ ❑ 45' BEVD 1/2" WIDE, 1/8" HIGH RAISED BORDER 1" PLAN 10" 9" 8 3/4" D ° D ' N D ' � D PLUG N D 7" \ 7 3/4" D.. 8" D 15" SECTION OA CAST IRON RING AND COVER JULY 2014 cam OF PUBLIC DWG. NO. o omOWay WORKS CLEANOUT 4-17 CITY OF FEDERAL WAY A. �0 ��'G1 STZ _NA�A Wss10NAL ON STORM DRAIN CLEANOUT (SDCO) DETAILS N TS 6814 Greenwood Ave. N. T (206) 522 9510 Seattle, WA 98103 WWW.PAcLAND.COM RESUBMITTED 8/23/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT 22-101385 REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING JgSTRUCTURAL ®MECHANICAL ®PLUMBING ELECTRICAL ®ENERGY ®ACCESSIBILITY ❑FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. BY: DATE: 09/06/22 WEST COAST CODE CONSULTANTS, INC. Know what's below. Call before you dig. MERLONE GEIER PARTNERS THE COMMONS STORM DRAINAGE DETAILS C-6.0 FEDERAL WAY, WA 036.00" ACCESS COVER & RISER / / r / / p INLET/OUTLET ACCESS COVER & RISER, //g Qom`= SIZE, QUANTITY & LOCATION MAY VARY. / oa / CONCRETE TOP SLAB BIOFILTRATION / \ CHAMBER / / I I I ' CONCRETE BASE SECTION � ' I / / •I • \ \ I ' / //l llll'� • � / I OUTLET PIPE, 018.00" MAXIMUM UNDERDRAIN OUTLET ' . 'q ORIFICE I OUTLET CHAMBER BYPASS WEIR INLET CHAMBER DRAIN DOWN DEVICE 04.00" PVC SLOTTED \ I 174 UNDERDRAIN PIPE a/\ INLET PIPE, / 018.00" MAXIMUM INLET WINDOW IN DIVIDER WALL DIVIDER WALL ISOMETRIC VIEW FILTER MEDIA & DRAIN ROCK NOT SHOWN FOR CLARITY. SCALE: 1X NOTES: 1. LEFT CONFIGURATION SHOWN, MIRROR RIGHT CONFIGURATION OF INLET AND OUTLET CHAMBER AVAILABLE. 2. CONTACT OLDCASTLE INFRASTRUCTURE FOR ENGINEERING ASSISTANCE AND DETAIL DRAWINGS. 3. CONCRETE COMPONENTS SHALL BE MANUFACTURED IN ACCORDANCE WITH ASTM C890 & C913. LO N N N CD C14 r) 4 ON I I Bioretention/ 3 d C- CD N ro (J') / CD cii OLDCASTLE BioPod" Bioffiter Underground Vault with Internal Bypass US Patents Pending 0 Oldcastle InfrastructureTM A CRN COMPANY THIS DOCUMENT IS THE PROPERTY OF OLDCASTLE INFRASTRUCTURE, INC. IT IS SUBMITTED FOR REFERENCE PURPOSES ONLY AND SHALL NOT BE USED IN ANY WAY INJURIOUS TO THE INTERESTS OF SAID COMPANY. COPYRIGHT© 2020 OLDCASTLE INFRASTRUCTURE, INC. ALL RIGHTS RESERVED. DRAWING NO. REV Eco ECO-0169 DATE BPU—IB I C I CJS 3/6/20 1 PPS 3/9/20 SHEET 1 OF 2 No. Date By Revision Description 1 7 21 2022 PACLAND PERMIT REVISIONS #1 OUTLET, 018.00" MAXIMUM ALTERNATE SIDE PIPE LOCATION UNDERDRAIN OUTLET - ORIFICE BYPASS WEIR - ALTERNATE SIDE PIPE LOCATION --------- A INLET WINDOW - 1 DRAIN DOWN DEVICE - B1 DIMENSION B DIMENSION C DIMENSION 6.00" TYPICAL WALL THICKNESS I I a n r. ' ■'' H •;"' •• �, "-� y.-�. `'. 04.00" PVC SLOTTED ��u '��•� �,�: „ UNDERDRAIN PIPE INLET, 018.00" MAXIMUM i \ - / PLAN VIEW TOP SLAB NOT SHOWN IN THIS VIEW FOR CLARITY, ACCESS COVERS SHOWN IN PHANTOM. INLET/OUTLET ACCESS COVER & RISER, SIZE, QUANTITY & LOCATION MAY VARY. DIVIDER WALL INLET, NEARSIDE BYPASS WEIR INLET WINDOW �\ 2.2' [26.00"] UNDERDRAIN OUTLET i DROP ORIFICE, FARSIDE RECOMMENDED, 6" MINIMUM. OUTLET, FARSIDE, ' (AT FLOOR) DRAIN DOWN DEVICE SECTION A -A Al DIMENSION A A DIMENSION 036.00" ACCESS COVER & RISER VAULT SIZE' VAULT FOOTPRINT' •D TREATMENT • 1.8 GPM/SF �� I��IIIIIIIIIIIIIIIIIIIIIn��1�� tl�•JZl•11•� Baia-a��Avrtw.n��t4.Aa�.A.1.Gi - • � � � IIIIIIIIIIIIIIIE�Illllllllllllllllllllr.�llllllllllllllllllf� ..�Ti • .}� • • • Illlllllllllllllllll�allllllllllllllllc��i�ia��"'�_.A. •.� �'� IIIIIIIIIIr.�lllllllllllllf��E� .�.� IIIIIIIIIIIIIIIIIII{L711111111�SaIIIIIIIIIIIIIIIIc�sC��Y�Yra--"•�_•••••••� IIIIIIIIIIIIt�llllllll�%�Illlllllllllll��llllllllllllllllri� 1111111117lif�� _ IIIIIIIIIc>sI11111111111��s�11111111111111R� ._r._tir�T� �_ � _. ��1•�1��1111111111�11•Il��le��Ll1f.�T.r�! ..�.T. .� �.]�.II.11gl.>_IIIIIIIIIIIIIIIIIIIIL'aIIIIIIIIIIIIIIIIIIIIIL'aIIIIIIIIIIIIIIIIIIIIILIIIIIIIIIIIIIIIIII� V IIIIIIIIIIIIIIIIIIIIII��•��•�•�•ntn� 1 All Dimensions are nominal, ID=Inside Dimension, OD=Outside Dimension. 2 Treartment flow capacity at 1.6 gpm/sf media surface area based on an WA Ecology GULD Approval for Basic, Enhanced & Phosphorus. 3 Treatment flow capacity at 1.8 gpm/sf media surface area based on an NJCAT Verification & NJ DEP Certification. ).Do, r 2.00" MULCH [60.00.1 j MINIMUM 18.00" StormMiXT MEDIA fs 6.00" DRAIN ROCK 04.00" PVC SLOTTED UNDERDRAIN PIPE SITE SPECIFIC DATA Structure ID 3 Model Size BPU-8121B Orientation (Left or Right) RIGHT Treatment Flow Rate (cfs) 0.222 Peak Flow Rate (cfs) 1.597 Rim Elevation 412.30 Pipe Data Pipe Location (Front or Side) Pipe Size Pipe Type Invert Elevation Inlet SIDE 12" HDPE 404.51 Outlet SIDE 12" HDPE 404.01 Notes: US Patents Pending BioPod"' Bioffiter O Infrastructures ® ® . A CRN COMPANY UndergroundTHISDOCUMENT ISTHE PROPERTY OF OLDCASTLE INFRASTRUCTURE, INC. ITISSUBMITTED FOR REFERENCE PURPOSESONLY ANDSHALLNOTBE USED IN ANY WAY INJURIOUS TO THE INTERESTS OF SAID COMPANY. COPYRIGHT© 2020 OLDCASTLE INFRASTRUCTURE, INC. ALL RIGHTS RESERVED. Bioretention/ Vault with Internal Bypass DRAWING N0. REV Eco ECO-0169 DATE Biofiltration J N BPU-IB C' CJS 3/6/20 PPS 3/9/20 SHEET 2 OF 2 1310POD 1310FILTER DETAILS NITS Designed By: Issue Date: WL 7/21/2022 PERMIT Drawn By: WL Checked By: Project No: JAC 10-415-018 A. C A�O� ��U375 �sS/ONAL ENG 6814 Greenwood Ave. N. T (206) 522-9510 Seattle, WA 98103 WWW.PAcLAND.COM REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING IKSTRUCTURAL MECHANICAL ®PLUMBING [-]ELECTRICAL ®ENERGY ®ACCESSIBILITY ❑FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,, OR LOCAL REGULATIONS. BY: �^�- -Y--L•� DATE: 09/06/22 WEST COAST CODE CONSULTANTS, INC. RESUBMITTED 8/23/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT 22-101385 Know what's below. Call before you dig. MERLONE GEIER PARTNERS THE COMMONS STORM DRAINAGE DETAILS C-6.1 FEDERAL WAY, WA Q LO N I CV N CD N O N 3 d c- CD N M CD cii SET TOP OF METER BOX FLUSH WITH FINISH GRADE NO JOINTS ARE ACCEPTABLE BETWEEN CORPORATION STOP AND METER SETTER HAND TIGHTENED TYPICAL 1-1,/2" & 2" INSTALLATION TYPICAL WATER MAIN CONNECTION KInTP_c- 1. METER SHALL BE FURNISHED AND INSTALLED BY DISTRICT UPON PAYMENT OF ESTABLISHED METER CHARGES. 2. METER SETTER SHALL BE CENTERED WITHIN METER BOX , BOTH HORIZONTAL DIMENSIONS. 3. WATER SERVICE CONNECTIONS SHALL BE INSTALLED WHERE SHOWN ON THE PLANS OR OTHERWISE DIRECTED BY THE DISTRICT. 4. SERVICE LINES SHALL BE INSTALLED PERPENDICULAR TO THE WATER MAIN, UNLESS OTHERWISE SHOWN ON THE PLANS. 5. DEPTH OF COVER OVER SERVICE LINES SHALL MEET REQUIREMENTS OF SPECIFICATAIONS. MATERIAL INDEX: OMETER SETTER 1-1 /2" METER: FORD VH76-12-11-66 OR MMUELLER B-2422-2-1203" 2" METER: FORD VH77-12-11-77 OR MUELLER B-2422-2-12x17" -FLANGED INVERTED KEY VALVE W/DRILLED PADLOCK WINGS ON INLET -ANGLE CHECK VALVE ON OUTLET -NO BYPASS -FEMALE HORIZONTAL I.P.S. INLET AND OUTLET -SETTER HEIGHT TO BE 12" © SERVICE LINE PIPE 1-1/2" OR 2" CTS POLYETHYLENE TUBING, SDR 9 © DOUBLE STRAP SERVICE SADDLE ROMAC 202 OR 202S 1-1/2" OR 2" I.P.S. TAP © CORPORATION STOP 1-1/2" WATERWORKS I.P. THREAD x MIPT- MUELLER H-9969 OR FORD FB500 OR McDONALD 3131E 2" WATERWORKS I.P. THREAD x MIPT- MUELLER H-9969 OR FORD FB500 OR McDONALD 3131B O BRASS NIPPLE 1-1/2" IPS x 12" LONG OR 2" IPS x 12" LONG OI GALVANIZED MALLABLE IRON CAP 1-1/2" IPS OR 2" IPS OBRASS 1-1/2" OR 2" 45' STREET ELL OR BRASS 1-1/2" OR 2" CLOSE NIPPLE & BRASS 1-1/2" OR 2" 45' STREET ELL O TEMPORARY METER SPREADER - SEE STANDARD PLAN B-19K OD ADAPTOR (USE PIPE INSERTS) 1-1/2" MIPT x 1-1/2" CTS: MUELLER H-15428 OR FORD C84-66G GRIP JOINT" OR McDONALD 4753T 2" MIPT x 2" CTS: MUELLER H-15428 OR FORD C84-77G "GRIP JOINT" OR McDONALD 4753T OADAPTOR (USE PIPE INSERTS) 1-1/2" FIPT x 1-1/2" CTS: MUELLER H-15451 OR FORD C14-66G GRIP JOINT" OR McDONALD 4754T 2" FIPT x 2" CTS: MUELLER H-15451 OR FORD C14-77G "GRIP JOINT" OR McDONALD 4754T OF METER BOX (SINGLE): HIGH DENSITY POLYETHYLENE (HDPE) METER BOX. MODEL #BCF1730BXL, DUCTILE IRON COVER (HINGED) W/STAINLESS STEEL PIN. MODEL #BCF173ORL AS MANUFACTURED BY MID -STATES PLASTICS OF MT. STERLING, KENTUCKY. LAKEHAVEN UTILITY DISTRICT STANDARD PLAN B-19h STB-I9H-REV 2" IRRIGATION SERVICE DETAILS N TS No. Date By Revision Description 1 7 21 2022 PACLAND PERMIT REVISIONS #1 SERVICE LINE ; z �w La w af O METER BOX W/LID a 3 w O I� �0 ,w IW O 1" ROUND WASHED GRAVEL, 6" MIN. DEPTH OENCLOSE DOUBLE CHECK VALVE ASSEMBLY (DCVA) IN TWO METER BOXES STACKED ON TOP OF EACH OTHER, OR ONE OVERSIZED METER BOX. METER BOX SHALL HAVE REMOVABLE COVER. METER BOX(ES) AND LID SHALL BE STRUCTURALLY RATED FOR ANTICIPATED LOADING CONDITIONS. O UNION O SHUT OFF VALVE O WDOH APPROVED CHECK VALVE OSUPPORTS AS NECESSARY PER MANUFACTURER'S RECOMMENDATIONS NOTES: 1. INSTALLATIONS PER MANUFACTURER'S RECOMMENDATIONS AND MINIMUM STANDARDS OF THE UNIFORM PLUMBING CODE (UPC) AND WASHINGTON STATE DEPARTMENT OF HEALTH (WSDOH) APPROVED INSTALLATION LIST. 2. TESTING TO BE PERFORMED BY A WSDOH CERTIFIED BACKFLOW ASSEMBLY TESTER UPON INSTALLATION AND ANNUALLY THERAFTER . THE SATISFACTORY TEST REPORT SHALL BE SUBMITTED TO LAKEHAVEN PER WSDOH REQUIREMENTS. 3. DCVA IS OWNED, OPERATED, AND MAINTAINED BY PROPERTY OWNER. LAKEHAVEN UTILITY DISTRICT Designed By: Issue Date: WL 7/21/2022 PERMIT Drawn By: WL Checked By: Project No: JAC 10-415-018 X. l STZ kl;.A WSs10NAL PLAN SECTION SPB-1 DCVA DETAILS N TS ALTERNATE HANDLE CONFIGURATION FOR SHUT OFF VALVE 6" MIN. CLEAR FROM WALL TO NEAREST POINT ON DEVICE. (TYP. 4 SIDES) FINISH GIRD CLEAR FROM HIGHEST ON DEVICE. IIN CLEAR GRAVEL TO 3T POINT EVICE. Typical Installation Plan 05 6814 Greenwood Ave. N. T (206) 522-9510 Seattle, WA 98103 WWW.PAcLAND.COM REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING 9STRUCTURAL MECHANICAL ®PLUMBING []ELECTRICAL ®ENERGY ®ACCESSIBILITY ❑FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS I DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. BY: 7 DATE C19/06/22 WEST COAST CODE CONSULTANTS, INC. RESUBMITTED 8/23/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT 22-101385 Know what's below. Call before you dig. MERLONE GEIER PARTNERS THE COMMONS WATER DETAILS C-7.0 FEDERAL WAY, WA Lf") N I CV N CD N 0 N S d C_ _+_ CD N / cii LJ 1 3'-0" MIN -i CL a' I O 3' MIN RADIUS ' I CLEAR & LEVEL LU C) O� I LJ =- ' I CUT CHAIN AND w'; REMOVE FROM HOSE PORT CAPS & HYDRANT 151b ASPHALTIC BUILDING PAPER OR POLYETHELENE SHEETING 6 cu ft MIN WASHED DRAIN ROCK PER SPECS 12"x12"x4" SOLID CONCRETE BLOCK NOTES: 3'-0" MIN HYDRANT 4" STORZ ADAPTER (UNLESS OTHERWISE SHOWN ON PLANTS) CABLE BOTTOM OUTLET 3" MIN, 6" MAX (SEE NOTE 6) CURB OF 6" DUCTILE IRON PIPE THRUST RESTRAINT \ SYSTEM FOR MJ JOINTS PER SPECS. 50' MAX SEE NOTE 5 FINISH GRD C.I VALVE BOX. SEE STANDARD PLAN B-21 c 6" AUXILLIARY GATE VALVE FLxMJ WATER MAIN - HYDRANT TEE FLANGED BRANCH 1. HYDRANTS SHALL BE INSTALLED PLUMB. 6. THIS DISTANCE SHALL BE MEASURED FROM GROUND SURFACE WHERE HYDRANT 2. HYDRANT PUMPER/STEAMER PORT SHALL FACE IS LOCATED, OR ADJACENT EDGE OF THE STREET OR WHERE THE STREET PAVEMENT WHICHEVER PROVIDES THE CANNOT BE CLEARLY DEFINED OR RECOGNIZED GREATER DISTANCE. IF NECESSARY, SHALL FACE THE MOST LIKELY ROUTE OF BACKFILL MATERIAL SHALL BE BROUGHT APPROACH AND LOCATION OF FIRE TRUCK UP TO A LEVEL FOR THE CLEARANCE WHILE PUMPING, AS DIRECTED BY THE DISTRICT REQUIREMENT TO BE MET AT BASE OF HYDRANT. 3. DO NOT PLACE THRUST BLOCKING BEHIND STANDARD PLAN B-19a—R TEE OR HYDRANT. LAKEHAVEN UTILITY DISTRICT 4. USE OF TIE/SHACKLE RODS IS NOT ACCEPTABLE. KING COUNTY WASHINGTON 5. USE THRUST RESTRAINT SYSTEM FOR PUSH ON HYDRANT SETTING OR MJ JOINTS PER SPECS, IF MORE THAN TYPE A ONE CONTINUOUS LENGTH OF PIPE. LAKEHAVEN UTILITY DISTRICT SPB-19M FIRE HYDRANT DETAILS N TS No. Date By Revision Description 1 7 21 2022 PACLAND PERMIT REVISIONS #1 90° c 45° D 22-1 /2" E 11-1/4° HORIZONTAL & CONCAVE VERTICAL BEND'S CEMENT BRICK a' B PLUG OR CAP LAKEHAVEN UTILITY DISTRICT Designed By: Issue Date: WL 7/21/2022 PERMIT Drawn By: WL Checked By: Project No: JAC 10-415-018 TEE C WYE r.FKAFNT < B a B PLUGGED TEE xH F-1X GATE VALVE BLOCKING TABLE S N D 4" 2 1/2" 6" 2 1/2" 8" 2 1/2" 12" 2 1" 161, 2 1" 24" 2 1" NOTES: 1. ADDITIONAL BLOCKING SHALL BE PROVIDED IF GATE VALVE IS AT END OF LINE DURING TEST. 2. BLOCKING NOT REQUIRED IF FITTING IS FLANGED TO GATE VALVE. SPE A. *o�W7V5 Ss10NAL ON CEMENT BRICK SINGLE PLUGGED CROSS DOUBLE PLUGGED CROSS D UNBALANCED CROSS S=PIPE SIZE (INCHES) N=NUMBER OF GALVANIZED STEEL RODS D=DIAMETER OF GALVANIZED STEEL RODS STANDARD PLAN B-22a NOTES: 1 Bearing areas of concrete thrust blocking are based on undisturbed soil bearing strength of 2000 (3000) pounds per square foot. 2 Bearing areas must be adjusted for other size pipe, pressures and soil conditions. 3 Concrete blocking shall be cast in place, and have a minimum of 1/2 sq. ft. (72 sq. in.) bearing against the fitting. 4 Use cement concrete Class 3000 ,which has a compressive strength of 3,000 psi. 5 Contractor shall install blocking adequate to withstand full test pressures as well as to continously withstand operating pressure under all conditions of service. THRUST BLOCK TABLE 6 The bearing areas given in the table are for horizontal thrusts when the depth of cover over the pipe exceeds 2 feet. SAFE BEARING LOAD SOIL LBS. PER SQ. FOOT *Muck, Peat, etc. 0 Soft Clay 1,000 Sand 2,000 Sand & Gravel 3,000 Sand & Gravel Cemented w/Clay 4,000 Hard Shale 10,000 *In muck or peat, all thrusts shall be restrained by piles or tie rods to solid foundations or by removal of muck or peat and replacement with ballast of sufficient stability to resist thrusts 7 All joint bolts and accessories shall first be covered with jute, 15# building paper or polyethylene sheeting material prior to placing of concrete to permit taking up or dismantling joint. 8 Concrete forms shall be installed prior to placing of concrete. MINIMUM BEARING AREA AGAINST UNDISTURBED SOIL — SQUARE FEET MAX. TEST THRUST RESTRAINT REQUIREMENT PIPE PRESSURE X SIZE (PSI) A B C D E (100 psi) 4 200 2/(1) 1/(NONE) 1/(NONE) NONE NONE NONE 300 3/(2) 2/(2) 2/(1) 1/(1) NONE 6 200 4/(3) 3/(2) 3/(1) 1/(1) 1/(NONE) NONE 300 6/(4) 4/(3) 3/(2) 2/(1) 1/(NONE) 81, 200 7/(5) 5/(3) 4/(3) 2/(2) 1/(1) 3/(2) 300 11/(3) 8/(5) 6/(4) 3/(2) 2/(1) 12" 200 16/(11) 11/(8) 9/(6) 5/(3) 3/(2) 5/(4) 250 24/(16) 17/(11) 13/(9) 7/(5) 4/(3) 16" 200 29/(19) 21/(14) 16/(11) 8/(6) 5/(3) 10/(7) 225 23/(16) 23/(16) 17/(12) 9/(6) 5/(3) 24" 200 64/(43) 46/(30) 35/(23) 18/(12) 9/(6) 23/(16) USE OF TABLE 1 Select proper row based upon pipe/fitting size and specified test pressure 2 Select proper column based upon type of fitting to be restrained. (Refer to illustrations). 3 Determine strength of soil encountered. Table provides for sand —type soil at 2,000 psf, or sand and ravel —type soil at 3,000 psf (in parenthesis. Refer to Note 6 to interpolate for other types of soil. 4 Read minimum bearing area in square feet. CONCRETE THRUST BLOCKING DETAILS N TS 6814 Greenwood Ave. N. T (206) 522-9510 Seattle, WA 98103 WWW.PAcLAND.COM STANDARD PLAN B-22a I REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING 9STRUCTURAL ®MECHANICAL NPLUMBING []ELECTRICAL ®ENERGY ®ACCESSIBILITY ❑FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. /�� BY: 1d� � DATE: 09/06/22 WEST COAST CODE CONSULTANTS, INC. RESUBMITTED 8/23/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT 22-101385 Know what's below. Call before you dig. MERLONE GEIER PARTNERS THE COMMONS WATER DETAILS C-7.1 FEDERAL WAY, WA Q LC) N CV N CD N O N d C_ 0 N O CD 0i 1. MATERIAL THICKNESS IS COMPACTED DEPTH. APPLIES TO ALL SECTIONS. 2. SUITABLE ONSITE SOILS SHALL BE FREE OF DELETERIOUS MATERIALS AND MAY BE USED FOR SUBBASE PROVIDED SOILS MEET REQUIREMENTS IN THE PROJECT GEOTECHNICAL REPORT. 3. FOR PREPARATION OF PAVEMENT SUBGRADE, AREAS IDENTIFIED AS LOOSE FILL SOIL SHALL BE IMPROVED BY REMOVING AND REPLACING WITH STRUCTURAL FILL OR SCARIFYING AND RECOMPACTING THE ON -SITE SOIL TO STRUCTURAL FILL REQUIREMENTS. IMPROVEMENT SHOULD OCCUR TO A DEPTH OF AT LEAST 12 INCHES AND BEFORE STRUCTURAL FILL IS PLACED. 4. THE TOP 12 INCHES OF SOIL SUBGRADE BELOW PAVED AREAS SHALL BE COMPACTED TO AT LEAST 95% OF THE MATERIAL'S MAXIMUM DRY DENSITY PER ASTM D 1557. 5. PRIOR TO PLACEMENT OF FILL OR PAVEMENT IMPROVEMENTS, THE EXPOSED SUBGRADE SHOULD BE EVALUATED BY PROOFROLLING WITH A FULLY LOADED DUMP TRUCK OR SIMILARLY HEAVY, RUBBER -TIRE CONSTRUCTION EQUIPMENT TO IDENTIFY SOFT, LOOSE, OR UNSUITABLE AREAS. 6. CRUSHED BASE COURSE MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 9-03.9(3), WITH THE EXCEPTION THAT THE AGGREGATE SHOULD HAVE LESS THAN 5% BY DRY WEIGHT PASSING THE U.S. STANDARD NO. 200 SIEVE AND HAVE AT LEAST TWO MECHANICALLY FRACTURED FACES. THE AGGREGATE BASE SHOULD BE COMPACTED TO AT LEAST 95% OF THE MAX. OF THE THEORETICAL MAXIMUM DRY DENSITY (ASTM D 1557). 7. PERFORMANCE GRADED ASPHALT BINDER SHALL BE IN ACCORDANCE WITH WSDOT SECTION 9-02.1(4). 8. ASPHALTIC SURFACE COURSE MIXTURES SHALL BE IN ACCORDANCE WITH SECTION 5-04 AND 9-03.8(6) CLASS Y" MIXES, OF THE WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. ASPHALT SHALL BE COMPACTED TO A MINIMUM OF 92 PERCENT AND A MAXIMUM OF 96 PERCENT OF THE THEORETICAL MAXIMUM DENSITY. 9. THE PORTLAND CEMENT CONCRETE PAVEMENT MIXTURE SHALL BE IN ACCORDANCE WITH AIR -ENTRAINED CONCRETE FOR PAVEMENT SECTIONS 5-05 OF THE WSDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THE MIXTURE SHALL BE DESIGNED TO DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS WITH A 4 INCH MAXIMUM SLUMP AND 3 TO 6% ENTRAINED AIR. AGGREGATE SHALL CONFORM TO WSDOT STD. SPEC. 9-03.1(5)B, GRADING, FOR MAXIMUM NOMINAL SIZE OF 1 IN. 11. CONTRACTOR SHALL PROVIDE A TACK COAT TO FACE OF CURB WHERE CURB CONTACTS ASPHALT. 12. IN AREAS WHERE EXISTING PAVEMENT IS TO BE REPLACED WITH NEW PAVEMENT, THE EXISTING PAVEMENT, BASE COURSE AND SUBGRADE SHALL BE REMOVED TO THE DEPTH SUFFICIENT TO CONSTRUCT THE NEW SECTION. AN OVERLAY OF THE EXISTING PAVEMENT SECTION IS NOT AN ACCEPTABLE ALTERNATIVE. 13. SEAL ALL JOINTS WITH CATIONIC EMULSIFIED ASPHALT PER WSDOT STANDARD SPECIFICATIONS 5-04 AND 9-02. cV RTLAND CEMENT CONCRETE (4000 COMPRESSIVE STRENGTH PER )OT STD. SPEC. SECTION 9-01.2) CRUSHED SURFACING TOP COURSE (WSDOT STD. SPEC. 9-03.9(3)) COMPACTED SUITABLE NATIVE MATERIAL OR STRUCTURAL FILL. UNSUITABLE NATIVE MATERIAL SHALL BE OVEREXCAVATED AND REPLACED. SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS TO 95% OF MAXIMUM DRY DENSITY CEMENT CONCRETE SIDEWALK DETAILS N No. Date By Revision Description 1 7 21 2022 PACLAND PERMIT REVISIONS #1 1"R REVERSE SLOPE PER PLAN 1 " BA 5 1 /2" 1/2»R N > N �! T CONCRETE SURFACING, Y INCH MIX DOT STD. SPEC. 9-02.1(4) FOR PG OR PG 64-22 PERFORMANCE GRADED T CEMENT CRUSHED SURFACING TOP COURSE (WSDOT STD. SPEC. 9-03.9(3)) CRUSHED SURFACING BASE COURSE (WSDOT STD. SPEC. 9-03.9(3)) COMPACTED SUITABLE NATIVE MATERIAL OR STRUCTURAL FILL. UNSUITABLE NATIVE MATERIAL SHALL BE OVEREXCAVATED AND REPLACED. SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS TO 95% OF THE MAXIMUM DRY DENSITY. STANDARD DUTY ASPHALT DETAILS 2:1 MAX. SLOPE PROVIDE TACK COAT 1"R WHEN ABUTTING AC 1 /2 R ° PAVEMENT. o GUTTER SHALL HAVE "REVERSE" SLOPE d WHERE PAVEMENT v GRADE SLOPES AWAY - D 0 ° D 0 0°D 0 o "D 0 C30 0 D U° D D0O°00°DO°D 0 00 0 00 FROM CURB, AS O ^ D °DO°0O°DOO°GSHOWN ON THE o _ o GRADING AND ` MINIMUM 6" BASE COURSE WITH PRIME DRAINAGE PLAN. COAT PER LOCAL DOT REQUIREMENTS. MAY BE REDUCED TO MATCH ABUTTING PAVEMENT BASE COURSE DEPTH WHERE APPLICABLE. NOTES: 1. EXPANSION JOINT LOCATIONS SHALL MATCH ABUTTING CONCRETE SIDEWALKS AND/OR PAVEMENT EXPANSION JOINTS WHERE APPLICABLE. OTHERWISE, EXPANSION JOINTS SHALL BE PLACED PER SPECIFICATIONS OR AT 15' INTERVALS UNLESS OTHERWISE NOTED. 2. EXPANSION JOINTS SHALL BE USED WHERE DRAINAGE STRUCTURES INTERUPT CURB AND GUTTER. 3. EXPANSION JOINT MATERIAL SHALL BE PER PROJECT SPECIFICATIONS OR LOCAL DOT REQUIREMENTS. CONCRETE CURB AND GUTTER DETAILS Designed By: Issue Date: WL 7/21/2022 PERMIT Drawn By: WL Checked By: Project No: JAC 10-415-018 A. C. ,0 34375'�' TER �`ti�� SSIONAL ECG, CEMENT CONCRETE PEDESTRIAN CURB - SEE NOTE 4 N TS LANDING GRADE BREAK SEE CONTRACT PLANS - 4' - 0" MIN. CEMENT CONCRETE SIDEWALK - SEE NOTE 5 FLARE (TYP.) 36. EXPANSION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 GRADE BREAK CURB, OR CURB AND GUTTER - SEE NOTE 4 FACE 0. CURB MEASURED PARALLEL DEPRESSED CURB AND GUTTER - TO CURB (TYP.) CROSSWALK SEE NOTE 4 O CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 FOR CURB RAMP LENGTHS GREATER THAN 8'- 0" PROVIDE SLOPE TREATMENT - SEE STANDARD PLAN F-30.10 CURB RAMP WIDTH 4' - 0" MINI. LANDING TO MATCH CURB RAMP WIDTH - SEE CONTRACT PLANS I LANDING GRADE BREAK CURB RAMP SEE CONTRACT PLANS - CEMENT CONCRETE 4'- 0" MIN. SIDEWALK - SEE NOTE 5 Y PROVIDE SMOOTH TRANSITION TO SIDEWALK WIDTH (TYP.) SEE CONTRACT PLANS - 4' - 0' * )MIN. 3/8" EXPANSION JOINT (TYP.) - SEE CURB RAMP STANDARD PLAN F-30.10 I J a. GRADE `I, BREAK TRANSITION TO SIDEWALK BUFFER, IF '""'"' PRESENT, OR TO BACK OF CURB (TYP.) - SEE CONTRACT PLANS a, CURB, OR CURB AND GUTTER - DETECTABLE WARNING SURFACE - SEE NOTE 4 B SEE STANDARD PLAN F-45.10 FACE OF CURB F "-BAR ® 24" O.C. BOTH DIRECTIONS. 4P SPLICES SHALL BE 24" AND ;ERED. 8" PORTLAND CEMENT CONCRETE (4000 PSI COMPRESSIVE STRENGTH PER WSDOT STD SPEC 5.05) 6" CRUSHED SURFACE BASE COURSE (WSDOT STD SPEC 9-03.9(3)) COMPACTED SUITABLE MATERIAL OR STRUCTURAL FILL. UNSUITABLE NATIVE MATERIAL SHALL BE OVEREXCAVATED AND REPLACED. SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS TO ACHIEVE 95% OF MAXIMUM DRY DENSITY (ASTM D1557) CONCRETE PAVEMENT DETAILS N TS A NOTES cuRe RAMP WIDTH 4'- o" MIN. 1. At marked crosswalks, the connection between the curb ramp and the road - LANDING TO MATCH CURB RAMP WIDTH - SEE CONTRACT PLANS Way must be contained within the width of the crosswalk markings. y I 2. Where "GRADE BREAK" is called out, the entire length of the grade break GRADE BREAK between the two adjacent surface planes shall be flush. 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurten- ances on any part of the Curb Ramp or Landing, or in front of the Curb Ramp where it connects to the roadway. SEE CONTRACT 4. See Contract Plans for the curb design specified. See Standard Plan MIN. PLANS - 4'- o" MIN. * F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and _ - BUFFER WIDTH MATCH Pedestrian Curb details. (T CURB RAMP DEPTH (TYP.) 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See I Contract Plans for width and placement of sidewalk. 6. The Bid Item "Cement Concrete Curb Ramp Type does not include the _" adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian Curb, or Sidewalks. / 7. The Curb Ramp length is not required to exceed 15 feet (unless shown CEMENT CONCRETE otherwise in the Contract Plans). When applying the 15-foot max. length, PEDESTRIAN CURB - SEE NOTE 4 the running slope of the Curb Ramp Is allowed t0 exceed 8.3%. Use a single constant slope from bottom of ramp to top of ramp to match into DETECTABLE WARNING SURFACE - the landing over a horizontal distance of 15 feet. Do not Include the SEE STANDARD PLAN F45.10 abutting landing in the 15-foot max. measurement. DEPRESSED CURB AND GUTTER 8. Curb Ramps and Landings shall receive a broom finish. See Standard CROSSWALK Specifications 8-14. 9. Pedestrian Curb may be omitted if the ground surface at the back of the PLAN VIEW CONTRACTION JOINT EQUALLY SPACED 4' - 0" MIN. OC. PLAN VIEW TYPE PERPENDICULAR A TYPE PERPENDICULAR B DETECTABLE WARNING SURFACE - (SHOWN WITH BUFFER) SEE STANDARD PLAN F-45.10 4'- 0" MIN. 15' - 0" MAX. (TYP.) GRADE BREAK SEE CONTRACT PLANS SEE NOTE 7 COUNTER SLOPE - GRADE BREAK 5.0% MAX. TOP OF ROADWAY � LANDING CURB RAMP v ' DEPRESSED CURB AND GUTTER - SEE STANDARD PLAN F-10.12 SECTION AO CEMENT CONCRETE CURB RAMP "TYPE PERPENDICULAR "A" PAY LIMIT - SEE _ DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F-45.10 3" R. TYP. DEPRESSED CURB AND GUTTER - SEE NOTE 4 CEMENT CONCRETE CURB AND GUTTER - SEE NOTE 4 CURB RADIUS DETAIL O WSDOT 6814 Greenwood Ave. N. T (206) 522-9510 Seattle, WA 98103 WWW.PAcLAND.COM ISOMETRIC VIEW TYPE PERPENDICULAR A PAY LIMIT CEMENT CONCRETE CURB RAMP "TYPE PERPENDICULAR "B" PAY LIMIT Curb Ramp and/or Landing will be at the same elevation as the Curb Ramp or Landing and there will not be material to retain. LEGEND SLOPE IN EITHER DIRECTION 1.5% OR FLATTER RECOMMENDED FOR * DESIGN/FORMWORK (2% MAX.) * * 7.5% OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK (8.3% MAX.) 9 5% OR FLATTER RECOMMENDED FOR * * * DESIGN/FORMWORK (10% MAX.) ,L ISOMETRIC VIEW TYPE PERPENDICULAR B PAY LIMIT PERPENDICULAR CURB RAMP DETAILS N TS ,�®o west' �0 28680 0 A� 9�01 S T O4' /y�ss70NAL t' Digitally signed by R. Swtt Zeller Date'. 2020,09,2213:23: 53-07'00' PERPENDICULAR CURB RAMP STANDARD PLAN F-40.15-04 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Date: 2020.09.25 14:44:37-07'00' _ STATE DESIGN ENGINEER TA Washington State Deportment of Transponation RESUBMITTED 8/23/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT 22-101385 REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING ®STRUCTURAL MECHANICAL ®PLUMBING ❑ELECTRICAL ®ENERGY ®ACCESSIBILITY ❑FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,, OR®LOCAL REGULATIONS. BY: -C.�2 DATE: 09/06/22 WEST COAST CODE CONSULTANTS, INC. Know what's below. Call before you dig. MERLONE GEIER PARTNERS THE COMMONS SITE AND PAVING DETAILS C-8.0 FEDERAL WAY, WA Lfi N I� I N N CD N 0 N d C_ CD N ro i O CD 0i NOTES 4'-0"MIN.- A 4'-0"MIN. - A SEE CONTRACT PLANS SEE CONTRACT PLANS 1. At marked crosswalks, the connection between the landing and the 3/8" EXPANSION PEDESTRIAN CURB - 3/8" (IN) EXPANSION JOINT (TYP.) - SEE SEE NOTE 9 JOINT (TYP.) - SEE PEDESTRIAN CURB - roadway must be contained within the width of the CrOSSW81k markings. STANDARD PLAN F-30.10 STANDARD PLAN F-30.10 LANDING ' SEE NOTE 9 2. Where "GRADE BREAK" Is called out, the entire length of the grade LANDING break between the two adjacent surface planes shall be flush. B SIDEWALK 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurte- CURB AND GUTTER *� \* * / C nances on any part of the Curb Ramp or Landing, or in the Depressed \y1 SIDEWALK / Curb and Gutter where the Landing connects to the roadway. IY 3" R. 4. See Contract Plans for the curb design specified. See Standard Plan F1012 f C C b dG tt D dC b dG tt d CURB RAMP CURB AND GUTTER 4-0"MIN.- CURB RAMP CURB RAMP ' � SEE CONTRACT PLANS ` DETECTABLE WARNING SURFACE - 4'- 0" MIN FACE OF CURB . - SEE STANDARD PLAN F-45.10 SEE CONTRACT PLANS DEPRESSED CURB AND GUTTER FACE OF CURB CROSSWALK PLAN VIEW DETECTABLE WARNING SURFACE - TYPE PARALLEL A SEE STANDARD PLAN F-45.10 7 4' - V MIN. SEE CONTRACT PLANS 1V CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.1 FOR CURB RAMP LENGTHS GREATER THAN 8' - 0"PROVIDE 1 "v a. CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC. * _ w CEMENT CONCRETE PEDESTRIAN LANDING CURB - SEE NOTE 9 j SECTION O SIDEWALK 15' - 0" MAX. (TYP.) 4' - 0" MIN. 15' - 0" MAX. (T t SEE NOTE 7 SEE CONTRACT PLANS SEE NOTE 7 GRADE BREAK GRADE BREAK CURB RAMP L�NDING3/8" EXPANSION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 SECTION O (ALONG INSIDE RADIUS AT BACK OF WALKWAY) "CEMENT CONCRETE CURB RAMP TYPE PARALLEL A" PAY LIMIT - SEE NOTE 6 CURB RAMP ISOMETRIC VIEW TYPE PARALLEL A PAY LIMIT ur GRADE BREAK 15-foot max. length is measured on the inside radius along the back of the SLOPE walkway. COUNTER TOP OF 5MAX ROADWAY 8. Curb Ramps and Landings shall receive a broom finish. See Standard Specifications 8-14. DEPRESSED cuR6 AND GUTTER - 9. Pedestrian Curb may be omitted if the ground surface at the back of the SEE STANDARD PLAN F-10.12 Curb Ramp and/or Landing will be at the same elevation as the Curb AND NOTE 6 Ramp or Landing and there will be no material to retain. 4' - 0" MIN. 15' - 0" MAX. (TYP.) LEGEND SEE CONTRACT PLANS SEE NOTE 7 - SLOPE IN EITHER DIRECTION GRADE BREAK SIDEWALK * 1.5 % OR FLATTER RECOMMENDED FOR GRADE BREAK ,-. DESIGN/FORMWORK (2 % MAX.) * D d' [✓ �� * * 7.5% OR FLATTER RECOMMENDED FOR DESIGN/ - - FORMWORK (8.3% MAX.) - SEE NOTE 7 CURB RAMP 7NOTE9 PEDESTRIAN LANDING 1 3/8" (IN) EXPANSION JOINT (TYP.) - CJTT Z SEE STANDARD PLAN F-30.10 �LC SEE �JC' 0P wgsy SECTION O - (ALONG INSIDE RADIUS AT BACK OF WALKWAY) o zfJeao O Qr�4 CRETE CURB TYPE�ss70NAL �MP PARALLEL BN PAY LIMITEE NOTE 6 Zeller, Scott Jun 24 2016 7:19 AM N PARALLEL CURB RAMP STANDARD PLAN F-40.12-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION ep-_`^y Carpenter, Jeff Q?�(1C r-1 A# Jun 29 20I6 2:27 PM ISOMETRIC VIEW Alft,STATE DESIGN ENGINEER Washington State Department of Transportation TYPE PARALLEL B PAY LIMIT -„ PARALLEL CURB RAMP DETAILS WSDOT NTS BURNDY COPPER #KPA4C SCRULUG & TIN PLATED NUT HANDHOLE WITH AND BOLT OR BURNDY COPPER COVER REMOVED � #4(C20 SERVIT ATTACHED TO GROUNDING LUG GROUNDING LUG WELDED TO INSIDE OF POLE #4 GROUND CABLE ATTACHED BOLT COVER REQ'D TO GROUND ROD (4 PLACES) NUT 4 1 4" BOLT PROJECTION LOCKING WASHER VERIFY W/ MANUF. WASHER 11 - BASE PLATE THICKNESS LEVELING ll I NUT � BASE PLATE PER ANCHOR BOLT MANUF. RECOMMENDATIONS NON -SHRINK GROUT 1 1/4" MIN THICKNESS 2" MAX, THICKNESS WITH SIDES SLOPED AT 45° DETAIL C 39' STEEL TAPERED POLE PER SPECIFICATIONS. POLE SHALL BE MADE PLUMB WITH LEVELING NUTS DETAIL C HAND HOLE WITH COVER V-6" FROM BASE OF POLE 4%6" MIN 5/8%10" COPPERWELD GROUND ROD CONNECTED TO EQUIPMENT GROUND WIRE AT GROUND LUG IN POLE FINISH GRADE -� CONDUIT AS REQUIRED (3/4" MIN) VERTICAL AND HORIZONTAL BARS SHALL BE FIELD TIED. WELDING NOT PERMITTED. SUPPORT REINFORCEMENT IN ITS PROPER LOCATION FROM THE FORMWORK DURING CONCRETE OPERATION - No. Date B Revision Description 1 7 21 2022 PACLAND PERMIT REVISIONS 1 Designed By: Issue Date: WL 7/21/2022 PERMIT Drawn By: WL Checked By: Project No: JAC 10-415-018 SYMBOL TO BE WHITE WITH BLUE BACKGROUND AND WHITE BORDER. MINIMUM STROKE WIDTH TO BE 3 INCHES. ACCESSIBLE PARKING SYMBOL LOCATE AT EDGE OF PARKING SPACE UNLESS 'VAN' NOTED ON SITE PLAN ADA HANDICAP ACCESSIBLE SIGN, CENTER WITHIN STALL. 4" WHITE STRIPE ® 36e AND 2' O.C. L� VAN PER PER THIS SIGN TYPICAL AT ALL ACCESSIBLE PARKING SPACES. FACE TOWARDS STALL. z Q W THIS SIGN TYPICAL AT ALL VAN ACCESSIBLE PARKING SPACES "U"-CHANNEL POST (2-LBS./FT.)� 4" PIPE BOLLARD PAINTED TRAFFIC YELLOW, FILLED W/ CONCRETE. L� R7-8 LL VAN ;ESSIBLE R7-8B o c LO r C� M �9 L� 3500 P. S.I. A VX P.C. CONCRETE FOUNDATION n\�i aa 3" V-6" THIS SIGN TYPICAL AT ALL ACCESSIBLE RESERVED PARKING PARKING SPACES H NOTES: YLHIV YLHIV 1171J JINN TYPICAL H 1. SEE SITE PLAN FOR TOTAL LAYOUT ALL VAN ACCESSIBLE � 12" X 6" 2. THESE DETAILS ARE FOR REFERENCE AND DIMENSION CONTROL ONLY PARKING SPACES 3. ADA SYMBOL AND LAYOUT SHALL CONFORM TO THE FEDERAL AND PENALTY SIGN WITH a 12" X 9" LOCAL STANDARDS FOR ACCESSIBLE PARKING PLACES. WORDING AS REQUIRED 4. VAN LETTERING TO BE 12" HIGH MINIMUM BY STATE OR PER (USE WA STATE 5. ALL ACCESSIBLE SPACES AND AISLES ARE TO BE SLOPED AT NO LOCAL CODE SPECIFIC SIGNS) GREATER THAN 2% IN ANY DIRECTION. ACCESSIBLE PARKING SIGN ADA ACCESSIBLE PARKING DETAILS N.T.S. CONNECT ALL EQUIPMENT GROUND CONDUCTORS B B TO GROUNDING LUG IN POLE TEMPORARY CAP CD �� PROVIDE TWO (2) 3/8" 0 COPPER TUBES THROUGH GROUT AND FLUSH WITH TOP OF CONCRETE BASE TO PROVIDE RELIEF FOR CONDENSATION BUILD UP (4)GALV. ANCHOR BOLTS 1" DIA x 36" LONG x 4" (MIN.) N A I I1` A V�RIFYOK WW H 2 NUTS. 2 FLAT WASHERS AND 1 MANUFACTURES RECOMMENDATIONS.LOCK WASHER EACH \j\\\ I 8-#5x8'-O" LONG BARS EQUALLY SPACED 8-#4 TIES 9 O.C. z 0 0 O NTS POLE -TO -BASE PLATE WELD SHALL COMPLY WITH AWS SPECS AT TOP AND BOTTOM OF BASE PLATE POLE BASE PLATE AND BOLT PATTERN PER MANUFACTURER'S RECOMMENDATION BASE PLATE BOLT HOLE 12 1/2" BOLT CIRCLE CONDUIT AS TIES �- �• REQUIRED �1 3° (TYP) � VERTICAL �• , = REINFORCING BARS S/8"x10' COPPERWELD 3" GROUND ROD CONNECTED STALLATION IN CONCRETE (TYP) TO EQUIPMENT GROUND REQUIRES CONTINUOUS 1/2" 21_0^ WIRE AT GROUND LUG IN POLE EXPANSION JOINT MATERIAL DIAMETER SECTION A -A ALL AROUND TO FULL DEPTH OF CONCRETE PAVEMENT. SEAL WITH JOINT SEALER PER SPECIFICATION TYPICAL LIGHTING POLE BASE DETAIL A. C. ,0 34375'k' STER �X �SSIONAL ECG, NTS 6814 Greenwood Ave. N. T (206) 522-9510 Seattle, WA 98103 WWW.PAcLAND.COM SECTION B-B PROVIDE TWO (2) 3/8" 0 COPPER TUBES THROUGH GROUT AND FLUSH WITH TOP OF CONCRETE BASE TO PROVIDE RELIEF FOR CONDENSATION BUILD UP 24" DIA. CONCRETE FOUNDATION BOLT COVER TYPICAL LIGHT FIXTURE ORIENTATION (SEE SITE PLAN FOR ORIENTATION TO BUILDING) NOTES: 1. 4000 PSI MIN 28 DAY COMPRESSIVE STRENGTH CONCRETE WITH GRADE 60 REINFORCING STEEL. 2. IF WATER IS PRESENT IN HOLE. REMOVE BEFORE POURING CONCRETE. 3. FOUNDATION EXCAVATION SHALL BE BY 24" AUGER IN UNDISTURBED OR PROPERLY COMPACTED FILL PER SPECIFICATIONS. 4. FOUNDATION SHALL HAVE A MINIMUM ALLOWABLE END BEARING OF 2500 PSF. 5. DETAIL FOR 40' POLE WITH MAX FIXTURE EPA 4.6 SQ FT. 6. POLE BASE SHALL EXTEND A MINIMUM OF 6'-0" BELOW ALL FINISH GRADES WITHIN A 6'-0" RADIUS OF THE POLE LOCATION. REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING STRUCTURAL MECHANICAL NPLUMBING ❑ELECTRICAL ®ENERGY ®ACCESSIBILITY ❑FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,, OR LOCAL REGULATIONS. - Y- L DATE: 09/06/22 BY: WEST COAST CODE CONSULTANTS, INC. RESUBMITTED 8/23/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT 22-101385 Know what's Wows Callbefore you dig. MERLONE GEIER PARTNERS THE COMMONS SITE DETAILS C-8.1 FEDERAL WAY, WA 0- LO N I N N CD N 0 N d c- CD N ro Cn / i CD 0i #8 REBAR X 3'-0" LONG (3 PER CURB SECTION) FILL TOP WITH MASTIC OR CONCRETE AFTER SETTING 1' 6'-0" " 4" 4" 7" 2$-5» 21-51 7" 1516 DIA. HOLE • (TYPICAL) #3 BAR (TYP) V-0„ I 1'-0» 1 %" 2,-0» PRE -CAST CONCRETE WHEEL STOP 1,-0» 1,-011 No. Date By Revision Description 1 7 21 2022 PACLAND PERMIT REVISIONS #1 Designed By: Issue Date: WL 7/21/2022 PERMIT Drawn By: WL Checked By: Project No: JAC 10-415-018 A. A34115 4o� IS T�R ass TONAL 6N�'� BACK OF SIDEWALK NOTE: (TYP.) 36%36" AT HIGHWAY/ STREET INTERSECTIONS 30%30" WITHIN PARKING LOT 1. WORDS AND LINES SHALL BE APPLIED IN ACCORDANCE WITH SECTIONS 36.16 AND 36.20 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS. 2. THESE WORDS AND BAR ARE TO BE PAINTED RETROREFLECTIVE WHITE. STOP BAR AND SIGN i N TS 6814 Greenwood Ave. N. T (206) 522-9510 Seattle, WA 98103 WWW.PAcLAND.COM REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING ®STRUCTURAL ®MECHANICAL ®PLUMBING ❑ELECTRICAL ®ENERGY ACCESSIBILITY ❑FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,, OR LOCAL REGULATIONS. B, � -Y--(.�`� DATE:09/06/22 WEST COAST CODE CONSULTANTS, INC. RESUBMITTED 8/23/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT 22-101385 Know what's below. Call before you dig. MERLONE GEIER PARTNERS THE COMMONS SITE DETAILS C-8.2 FEDERAL WAY, WA LANDSCAPE IMPROVEMENT PLANS FOR TH EE IC 1C) 11v1 r14 (z) ri FEDERAL WAY, WASHINGTON GENERAL NOTES 1. CONTRACTOR SHALL VERIFY WITH OWNER'S REPRESENTATIVE THAT PLANS ARE CURRENT AND APPROVED. 2. WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF FEDERAL WAY, WASHINGTON. 3. THESE PLANS ARE BASED ON IMPROVEMENT PLANS BY PACLAND DATED APRIL 1,2022. 4. THE GEOTECHNICAL SOILS ENGINEERING REPORT BY (GEOTECH. SOILS ENG. CO. NAME) DATED (DATE) IS A PART OF THESE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL COMPLY WITH THE REPORT'S RECOMMENDATIONS AS THEY RELATE TO HIS WORK. 5. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY AND/OR REQUIRED PERMITS AND PAY ALL RELATED FEES AND/OR TAXES REQUIRED TO INSTALL THE WORK ON THESE PLANS. 6. THE CONTRACTOR SHALL BE APPROPRIATELY LICENSED AS REQUIRED BY THE STATE IN WHICH THE WORK TAKES PLACE. 7. A SEPARATE PLUMBING PERMIT AND INSPECTION WILL BE REQUIRED FROM THE BUILDING INSPECTION DEPARTMENT FOR THE INSTALLATION OF IRRIGATION SYSTEMS SHOWN ON THIS DRAWING. 8. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE PRIOR TO BEGINNING THE WORK AND SHALL BE RESPONSIBLE FOR COORDINATING WITH THE OWNER, LANDSCAPE ARCHITECT, GOVERNING AGENCIES AND OTHER TRADES. 9. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY OF ANY ERRORS, OMISSIONS OR DISCREPANCIES IN EXISTING CONDITIONS OR WITHIN THE PLANS PRIOR TO BEGINNING THE WORK. 10. UNIT PRICES FOR ALL IMPROVEMENTS SHALL BE ESTABLISHED AS A PART OF THE CONTRACT WITH THE PROJECT OWNER AND PRIOR TO BEGINNING WORK, TO ACCOMMODATE ADDITIONS AND/OR DELETIONS OF MATERIAL AND/OR LABOR. 11. DETERMINATION OF "EQUAL" SUBSTITUTIONS SHALL BE MADE ONLY BY THE LANDSCAPE ARCHITECT. 12. LANDSCAPE ARCHITECT SHALL BE NOTIFIED NO LESS THAN 48 HOURS IN ADVANCE OF ANY SITE OBSERVATIONS OR MEETINGS. 13. SITE OBSERVATIONS AND MEETINGS SHALL INCLUDE: A. OBSERVATION TO ESTABLISH 90-DAY MAINTENANCE PERIOD (PRE -MAINTENANCE) B. FINAL OBSERVATION AT THE END OF THE 90-DAY MAINTENANCE PERIOD (FINAL) NOTE: "LANDSCAPE" SHALL REFER TO ALL IMPROVEMENTS WITHIN THIS SET OF DOCUMENTS THAT HAVE BEEN DESIGNED BY THIS OFFICE. VICINITY MAP f o PROJECT SITE CELEBRATIONA SOUTH 312TH STREET 0 SOUTH 316TH STREET F-I 11 s vaa. b..... F DERA ❑ ri P �E�TER o ❑ C' E F 0 � o eo THE COMMONS a o FEDERAL WA N U uA iSOUTH 324TH STREET 0 15 NORTH (NITS) LOCATION MAP PROJEC- Im (:) C: Fm I Im Fm Pt) NORTH (NTS) PROJECT TEAM CLIENT MERLONE GEIER PARTNERS 4365 EXECUTIVE DR I SUITE 1400 SAN DIEGO, CA 92121 858.350.1977 CONTACT: GLENN GOODMAN GGOODMAN@MERLONEGEIER.COM LANDSCAPE ARCHITECT URBAN ARENA 11300 SORRENTO VALLEY RD. SUITE 230 SAN DIEGO , CA 92121 858.625.0112 CONTACT: SARAH ALLEN SARAH@URBANARENA.COM ARCHITECT DDG 8383 158TH AVE. NE I SUITE 250 REDMOND, WA 98052 425.285.9992 CONTACT: JOE DONAHOU JOED@DDGARCH ITECTS.COM CIVIL ENGINEER PACLAN D 6814 GREENWOOD AVE N SEATTLE, WA 98103 206.522.9510 CONTACT: JEFF CHAMBERS JCHAM BERS@PACLAN D.COM MEP ENGINEER DESIGN WEST ENGINEERING 110 JAMES ST. I SUITE 106 EDMONDS, WA 98020 425.458.9700 CONTACT: NICOLE OLAES NOLAES@DESIGNWESTENG.COM SHEET INDEX SHEET DESCRIPTION L0.00 TITLE SHEET L1.01 CONSTRUCTION PLAN L1.02 DIMENSION PLAN L1.11 CONSTRUCTION DETAILS L1.21 CONSTRUCTION SPECIFICATIONS L2.01 IRRIGATION PLAN L2.11 IRRIGATION DETAILS L2.21 IRRIGATION SPECIFICATIONS L2.22 IRRIGATION SPECIFICATIONS L3.00 TREE REMOVAL AND PROTECTION PLAN L3.01 PLANTING PLAN L3.02 PERIMETER LANDSCAPE TYPOLOGIES PLAN L3.11 PLANTING DETAILS L3.21 PLANTING SPECIFICATIONS RESUBMITTED 8/23/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING IgSTRUCTURAL ®MECHANICAL ®PLUMBING [-]ELECTRICAL ®ENERGY ®ACCESSIBILITY ❑FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,, OR LOCAL REGULATIONS. BY: - C.2 DATE:09/06/22 WEST COAST CODE CONSULTANTS, INC. 22-101385 URBAN ARENA OC SD OAK 11300 Sorrento Valley Road, Suite 230 San Diego, CA 92121 858 625 0112 STATE OF WASHINGTON LICENSED LANDSCAPE ARCHITECT LICENSE NO. 1315 EXPIRES ON: 1-20-23 ry W W LLJ O O zW � N O � N 01 W > Q U ry � w O w z LU LU w o CC U G 10 � z � Q V) z>_ry O < M 1— O 0 00 _J LLJ 0 < u U r:/ LLJ O > N O N LU LLJ Q I- N O U o LU �LLQo LL]LU di0 oQ w IL 0 REVISIONS 06-20-22 2ND CITY SUBMITTAL SHEET TITLE TITLE SHEET SHEET NUMBER DATE / TIME OF PLOT (PST): 6/16/2022 4:24 PM FILE NAME: S:\2022 Projects\22-002 Commons In Line Majors CDs\Landscape\Pending Submittal\22-002_TITLE SHEET.dwg ia,mwwnat's below. Call before you dig. LO,000 CONNECTION TO PAD I - SEE SEPARATE BUILDING PERMIT FILE #20-104021-00-U P PAVING SCHEDULE SYMBOL DESCRIPTION QTY DETAIL MATERIAL FINISH PATTERN MODEL COLOR P-101 PEDESTRIAN PAVING B/1-1.11 CONCRETE TOP CAST #05 SCORE PER PLAN NATURAL GRAY P-102 ENHANCED PEDESTRIAN PAVING B/1-1.11 CONCRETE TOP CAST #05 SCORE PER PLAN COBBLESTONE (#860) P-103 ENHANCED PEDESTRIAN CONNECTION - FIELD ASPHALT STAMPED BASKET WEAVE CONTRASTING COLOR: OLIVE P-104 ENHANCED PEDESTRIAN CONNECTION - BAND ASPHALT STAMPED SOLDIER COURSE BEDROCK P-105 ENHANCED PEDESTRIAN CONNECTION - UNDER SEPARATE PAD I BUILDING PERMIT P-106 VEHICULAR RATED CONCRETE - SEE CIVIL ENGINEER'S PLANS CONCRETE P-107 SYNTHETIC PET TURF D/1-1.11 SYNTHETIC TURF K9 ELITE P-108 EXISTING PAVING TO REMAIN MANUFACTURER DAVIS COLORS STREET PRINT 800.331.8118 STREET PRINT 800.331.8118 FOREVER LAWN - 866.992.7876 REFERENCE NOTES SCHEDULE 0 TRASH ROOM 0 ADA RAMP - SEE CIVIL ENGINEER'S PLANS 0 SITE UTILITIES - SEE CIVIL ENGNEER'S PLANS ® POURED -IN -PLACE SEAT WALL WITH VECTOR BENCH TOPPER 50 TRASH RECEPTACLE - POE LITTER, SIDE OPENING, SURFACE MOUNT PER MANUFACTURER'S RECOMMENDATION, POWDERCOAT COLOR: TITANIUM, AVAILABLE FROM LANDSCAPE FORMS © BIKE PARKING - EMERSON BIKE RACK, SURFACE MOUNT PER MANUFACTURER'S RECOMMENDATION, POWDERCOAT COLOR: TITANIUM, AVAILABLE FROM LANDSCAPE FORMS - GC. TO PROVIDE ALTERNATE BID FOR SONANCE ONE LOOP BIKE RACK, BOLT DOWN, COLOR: MATTE BLACK AVAILABLE FROM KEYSTONE RIDGE DESIGNS 0 POURED -IN -PLACE SEAT WALL - REFER TO DETAIL FOR FINISH ® TABLE AND STOOL - BISTROT 760MM AND 450MM HEIGHT, SURFACE MOUNT PER MANUFACTURER'S RECOMMENDATION, IN COLOR: LIGHT GREY RAL7035 AVAILABLE FROM MMCITE 09 TABLE - CAROUSEL DINING TABLE, (2) 4 SEAT HOOP AND (1) 3 SEAT HOOP, POWDER COAT METAL IN COLOR: TITANIUM, NO UMBRELLA HOLE, SURFACE MOUNT PER MANUFACTURER'S RECOMMENDATION, AVAILABLE FROM LANDSCAPE FORMS 10 OUTDOOR CO -WORKING TABLE - GO TABLE STANDING HEIGHT, HW, SURFACE MOUNT PER MANUFACTURER'S RECOMMENDATION, ONE POWER GARAGE, GFCI, POWDERCOAT IN COLOR: TITANIUM 0-11 STANDING HEIGHT STOOL- BISTROT 740MM HEIGHT, SURFACE MOUNT OPTION PER MANUFACTURER'S RECOMMENDATION, IN COLOR: LIGHT GREY RAL 7035, AVAILABLE FROM MMCITE 12 LIGHT COLUMN - PEDESTRIAN LIGHTING SEE PLANS BY LIGHTING ENGINEER F1 3-1 GREEN SCREEN - SEE PLANS BY ARCHITECT 14 DOG WASTE STATION - SKU: DEPOT-006-B-BLK, ROUND CAN WASTE STATION WITH ROLL BAG SYSTEM, INSTALL PER MANUFACTURER'S RECOMMENTDATION, AVAILABLE FROM: DOGWASTEDEPOT.COM 800-678-1612 CONSTRUCTION LEGEND V—ti ALIGN E.Q. EQUAL P.A. PLANTING AREA R RADIUS CENTER LINE C.J. DOWELED CONSTRUCTION JOINT QTY DETAIL E/L1.11 F/L1.11 RESUBMITTED 8/23/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT 22-101385 REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING 9STRUCTURAL MECHANICAL ®PLUMBING ❑ELECTRICAL ®ENERGY ®ACCESSIBILITY ❑FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,, OR LOCAL REGULATIONS. BY �^ +- (�T DATE: 09/OBI22 WEST COAST CODE CONSULTANTS, INC. 1 "=20'-0"SCALE 0 20 40 NORTH O URBAN ARENA OC SD OAK 11300 Sorrento Valley Road, Suite 230 San Diego, CA 92121 858 625 0112 STATE OF WASHINGTON LICENSED LANDSCAPE ARCHITECT VINCENT DO LICENSE NO. 1316 EXPIRES ON: 1-20-23 Of UJ UJ �J LL] o 0 zW � N O N 01 W Q U Lu O w LU w LU W 0 J U 10 z (J) Q U) z�ry O Q '-'-' CD O 0 00 �JLv< 0 u U O N " LU LL] �o < N O w� o =� I IL LL Q w Lu o Q REVISIONS 06-20-22 2ND CITY SUBMITTAL 0 0 0 0 0 SHEET TITLE CONSTRUCTION PLAN SHEET NUMBER L 1 6 0 1 DATE / TIME OF PLOT (PST): 6/16/2022 4:24 PM FILE NAME: S:\2022 Projects\22-002 Commons In Line Majors CDs\Landscape\Pending Submittal\22-002_CONSTRUCTION PLAN.dwg URBAN ARENA OC SD OAK 11300 Sorrento Valley Road, Suite 230 San Diego, CA 92121 858 625 0112 71 CON SEE! STATE OF WASHINGTON LICENSED LANDSCAPE ARCHITECT L01:1 Z IRE LICENSE NO.1315 EXPIRES ON:1-20-23 ry W W W 0 z w� > N O a 0 N 01 J W > Qv ry o X w z W w LU o CC U G � z Q V) z>-ry OQWM z(> O 00 W < 0< U� WOJ " oN CONSTRUCTION LEGEND W c o ALIGN w Oft� W w LD 0 Q 0 L 1 U— < LLI LL o E.Q. EQUAL P.A. PLANTING AREA RESUBMITTED R RADIUS 8/23/2022 CENTER LINE CITY OF FEDERAL WAY REVISIONS C.J. DOWELED CONSTRUCTION JOINT COMMUNITY DEVELOPMENT 06-20-22 2ND CITY SUBMITTAL 22-101385 A A A A A REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING 19STRUCTURAL ®MECHANICAL ®PLUMBING ❑ELECTRICAL ®ENERGY ®ACCESSIBILITY [-]FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, (OR®®LOCAL REGULATIONS. BY: ��-�--- 7:;DATE:09/0622 WEST COAST CODE CONSULTANTS, INC. 1 "=20'-0"SCALE 0 20 40 NORTH O SHEET TITLE DIMENSION PLAN SHEET NUMBER L1,002 DATE / TIME OF PLOT (PST): 6/16/2022 4:24 PM FILE NAME: S:\2022 Projects\22-002 Commons In Line Majors CDs\Landscape\Pending Submittal\22-002_CONSTRUCTION PLAN.dwg C I NOT USED WALL MOUNTED ALUMINUM 2' VECTOR BENCH WITH BACK - MODEL# SBVTR-24A-2E-1 B-W, POWDER COAT COLOR: SLATE TEXTURE, INSTALL PER MANUFACTURER'S RECOMMENDATIONS, AVAILABLE FROM: FORMS AND SURFACES ❑2 POURED -IN -PLACE CONCRETE WALL - REFER TO DETAIL THIS SHEET FOR WALL INFORMATION INCLUDING WALL FINISH, FOOTING THICKNESS, AND WALL WIDTH ❑3 FINISH SURFACE - REFER TO CONSTRUCTION PLAN A. REFER TO CIVIL ENGINEER'S PLANS FOR DRAIN LOCATIONS AND ADJACENT FINISH SURFACE. B. 6-8 WEEK LEAD TIME ON BENCHS E I VECTOR BENCH TOPPER 1 /2" RADIUS EDGE, TYP ❑2 POURED -IN -PLACE CONCRETE WALL - NATURAL GRAY - CONCRETE FINISH #05 ACID ETCHED - SEAL PER SPECIFICATIONS. ❑3 ISOALTION JOINT - SEE ISOLATION JOINT DETAIL ❑4 ADJACENT PAVING - REFER TO CONSTRUCTION PLAN SHEET L1 .01 ❑s #4 REBAR @ 12" O.C., CONTINUOUS WITH #3 CLOSED STIRRUPS @ 12" O.C. © CONCRETE FOOTING AT 18" DEPTH MINIMUM Q 95% COMPACTED SUBGRADE PER GEOTECHNICAL SOILS REPORT RECOMMENDATIONS ni1_1Trr. A. REFER TO CONSTRUCTION AND DIMENSION PLANS FOR LENGTH, RADIUS, AND ADJACENT PAVING B. CONTRACTOR SHALL SUBMIT ONE (1) 24" LENGTH SAMPLE OF CONCRETE AND PROPOSED FINISH FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION C. REFER TO CIVIL ENGINEER'S PLANS FOR DRAIN LOCATIONS AND ADJACENT FINISH SURFACE. 1/8" RADIUS TOOLED JOINT - DEPTH TO BE 1/4 OVERALL DEPTH OF CONCRETE, WIDTH TO BE 3/16" MAX. ❑2 CONCRETE PAVING ❑3 GRADED SUB -BASE IF REQUIRED - REFER TO STRUCTURAL SOILS REPORT FOR MATERIAL, DEPTH, AND COMPACTION RECOMMENDATIONS COMPACTED SUB GRADE - REFER TO STRUCTURAL SOILS REPORT FOR RECOMMENDATIONS ❑s 4" DEPTH PEDESTRIAN -USE AREAS CONSTRUCTION JOINT 1 2 � . °. 5 vU V� vU V� vOo� UOo 3 Oo Oo Oa Oa 4 _ ��=��I=ICI=ICI=ICI=ICI= —III—III—III—III—III—III—I :III —III —III —III —III —I � I —I � I — 3"= 1'-0" 1 B I TOOLED CONCRETE JOINTS SEAT WALL WITH BENCH ELEVATION, TYP. LENGTH SEAT WALL ELEVATION, TYP. F I POURED -IN -PLACE SEAT WALL BENCH ATOP SEATWALL, TYP. 1'-6" FACE OF WALL 2% CONTRACTION JOINT VERTICAL SURFACE (BLDG, CURB, STEP RISER, EQUIPMENT FOUNDATION, ETC.) 2❑ 1/4" POLYSTYRENE FOAM - SET 1" BELOW FINISH SURFACE AND FILL WITH ELASTOMERIC JOINT SEALANT. COLOR TO MATCH ADJACENT CONCRETE COLOR 3❑ PAVING - SEE CONCRETE PAVING DETAIL 1",_o I A I CONCRETE ISOLATION JOINT ARTIFICIAL TURF - REFER TO PAVING SCHEDULE IN CONSTRUCTION PLAN 2❑ NO INFILL FOR PET TURF- PER MANUFACTURER'S RECOMMENDATIONS 3❑ KNITTED BACKING 4❑ 2" X 4" PLASTIC NAILER BOARD POSITIONED 1/2"-3/4" FROM TOP OF CURBING ❑s ADJACENT PAVING - REFER TO CONSTRUCTION PLAN © 3/8" - 1 /2" ANGULAR COMPACTABLE BASE WITH LESS THAN 20% FINES ❑� 95% COMPACTED SUBGRADE PER GEOTECHNICAL SOILS REPORT RECOMMENDATIONS A. INSTALL SYNTHETIC TURF PER MANUFACTURER'S RECOMMENDATIONS. B. CONTRACTOR SHALL SUBMIT TWO (2) 24" X 24" SAMPLES WITH BASELINE FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT F-22-UU. 3/4" = 1'-0" D p w LL Lu 2 LU U 10OOlp�cnLL LL _J LL Ln P-22-002-01-25 3/4" = 1'-0" a a �,� �.°` �` �. .Qa��. .<• �. :� —III—III—I .. •` ° . — ICI • `III —I I I —I I — ICI — I —I I ICI —_� °•°- •:• °a.. —I ICI I I —I I I —I — ICI — ICI I I —I —II I— ::• I I I —I I I —I I I —I I M 4 X Q 1:2 SLOPE d MAX. IL Al-__1 I — SYNTHETIC PET TURF ON GRADE 1 1/2" = 1'-0" ��1 RESUBMITTED 8/23/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT 22-101385 REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING IKSTRUCTURAL MECHANICAL ®PLUMBING ❑ELECTRICAL ®ENERGY ®ACCESSIBILITY ❑FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR®LOCAL REGULATIONS. BY: ��'T, •-•ls`' DATE:09/06/22 WEST COAST CODE CONSULTANTS, INC. URBAN ARENA OC SD OAK 11300 Sorrento Valley Road, Suite 230 San Diego, CA 92121 858 625 0112 STATE OF WASHINGTON LICENSED �LANDSCAPE ARCHITECT VINCENT DO LICENSE NO. 1316 EXPIRES ON: 1-20-23 w UJ �J w o 0 � zw �! N O Of oN O W Q U ry Lu O w z UJ w w o J U Ln 10 z Q V) z�ry OQWM z00 o 01 01 U--� 0 < U > U0 UJ O N " LU < LU N O w o O ftf � U_ Q Q w LL o Q o_ � REVISIONS 06-20-22 2ND CITY SUBMITTAL 0 0 0 0 SHEET TITLE CONSTRUCTION DETAILS SHEET NUMBER L 1 11 • DATE / TIME OF PLOT (PST): 6/16/2022 4:25 PM FILE NAME: SA2022 Projects\22-002 Commons In Line Majors CDs\Landscape\Pending Submittal\22-002_CONSTRUCTION DETAILS.dwg LANDSCAPE CONSTRUCTION SPECIFICATIONS REQUIREMENTS CONFLICT WITH THIS SPECIFICATION, COMPLY WITH THE MORE STRINGENT PROVISIONS. 1. SCOPE: 3.2.3.2. PROPORTION AND MIX OF CEMENT, AGGREGATE, ADMIXTURE AND WATER TO PROVIDE LABOR, MATERIALS, PERMITS, EQUIPMENT, SUPERVISION, SERVICES, TRANSPORTATION AND ATTAIN REQUIRED PLASTICITY AND STRENGTH IN ACCORDANCE WITH CURRENT ALL OTHER ITEMS NECESSARY TO COMPLETE ALL CONSTRUCTION WORK AS INDICATED AND SPECIFIED EDITION OF ACI MANUAL OF CONCRETE PRACTICE AND PCA "DESIGN AND WITHIN THESE PLANS BY URBAN ARENA. THE INSTALLATION SHALL BE COMPLETE IN EVERY RESPECT TO CONTROL OF CONCRETE MIXTURES." THE SATISFACTION OF THE OWNER. 3.2.3.3. SLUMP: 3.2.3.3.1. MAXIMUM: 5 - INCHES. 2. GENERAL: 3.2.3.3.2. MINIMUM: 3 - INCHES. 2.1. GENERAL CONDITIONS: 3.2.3.4. MINIMUM PSI RATING AT 28 DAYS: 3,000. 2.1.1. IT IS THE INTENT THAT ALL IMPROVEMENTS SHALL BE CONSTRUCTED, ASSEMBLED AND 3.2.3.5. CEMENT QUANTITY PER YARD OF MIX: INSTALLED IN AN EFFICIENT AND SATISFACTORY MANNER ACCORDING TO THE HIGHEST 3.2.3.5.1. MINIMUM: 6 SACK. WORKMANLIKE STANDARDS. IMPROVEMENTS SHALL BE COMPLETE IN EVERY RESPECT AND 3.2.3.5.2. MAXIMUM: 8 SACK. SHALL BE LEFT READY FOR THEIR INTENDED USE AND/OR OPERATION BY THE OWNER. 3.2.3.6. WATER/CEMENT RATIO: 0.45 - 0.55 (FINAL RATION PER GEOTECHNICAL SOILS 2.1.2. THE CONTRACTOR SHALL CARRY ALL NECESSARY COMPENSATION, LIABILITY AND REPORT). PROPERTY DAMAGE INSURANCE TO COVER HIS WORKERS AND INSTALLATION SO AS TO 3.2.3.7. FINE AGGREGATE (WASHED CONCRETE SAND): 50% MAXIMUM BY WEIGHT. OFFER FULL PROTECTION TO THE OWNER FROM ANY POSSIBLE DAMAGE SUIT OR LIEN ON 3.2.3.8. NO. 4 AGGREGATE (3/8" AGGREGATE): 15% MINIMUM TO 27% MAXIMUM BY THE OWNER'S PROPERTY. WEIGHT. 2.1.3. THE CONTRACTOR SHALL APPLY AND PAY FOR NECESSARY PERMITS AND FEES REQUIRED 3.2.3.9. NO 3. AGGREGATE (1 " AGGREGATE): 25% MINIMUM TO 40% MAXIMUM BY WEIGHT. BY LOCAL GOVERNING CODES AND MUNICIPALITIES TO COMPLETE THE WORK. 3.2.3.10. THE USE OF FLYASH WITHIN CONCRETE PAVING IS NOT PERMITTED. 2.1.4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ENCROACHMENT ONTO ADJACENT 3.2.3.11. ENSURE THAT BATCH PLANT GUARANTEES SINGLE SOURCE ("SOLE SOURCE") PROPERTY, RIGHT-OF-WAYS, EASEMENTS, SET -BACKS OR ANY OTHER LEGAL PROPERTY SUPPLY FOR CEMENT, FINE AGGREGATE, AND COARSE AGGREGATES FOR THE RESTRICTIONS EITHER MARKED OR UNMARKED. ENTIRE LENGTH OF PROJECT TO ENSURE UNIFORM COLOR THROUGHOUT. 2.1.5. LOCAL, MUNICIPAL AND STATE CODES, LAWS, RULES AND REGULATIONS GOVERNING OR 3.2.3.12. CONCRETE DELIVERY: DO NOT USE CONCRETE LOADS EXCEEDING 90 MINUTES RELATING TO ANY PORTION OF THIS WORK ARE HEREBY MADE A PART OF THESE PLANS FROM TIME OF BATCHING. AND SPECIFICATIONS. 3.2.3.13. SUBGRADES SHALL CONSIST OF SEMI -PERMEABLE NON -EXPANSIVE SOILS 2.1.6. THESE PLANS ARE PREPARED FOR THE CONVENIENCE OF THE CONTRACTOR; THE COMPACTED PER THE RECOMMENDATIONS OF THE GEOTECHNICAL SOILS REPORT CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS AND DIMENSIONS SHOWN ON THE AND SHALL BE GRADED TO A LEVEL PLANE PARALLEL WITH THE FINISH SURFACE. PLANS AFFECTING THE INTENDED DESIGN OF THE CONSTRUCTION WORK. 3.2.4. REVIEW OF SITE CONDITION: 2.1.7. ANY DISCREPANCIES SHALL BE REPORTED TO THE OWNERS REPRESENTATIVE IMMEDIATELY. 3.2.4.1. EXAMINE THE AREAS AND CONDITIONS UNDER WHICH WORK OF THIS SECTION ANY DISCREPANCIES BETWEEN THE SITE CONDITIONS AND THE CONTRACT DOCUMENTS WILL BE PERFORMED. CORRECT CONDITIONS DETRIMENTAL TO TIMELY AND AND/OR THE DESIGN INTENT AFFECTING THE SUCCESSFUL COMPLETION AND COST OF PROPER COMPLETION OF THE WORK. DO NOT PROCEED UNTIL UNSATISFACTORILY THE PROJECT SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE AND LANDSCAPE CONDITIONS ARE CORRECTED. ARCHITECT IMMEDIATELY. ANY CONTINUATION OF WORK PRIOR TO THE RESOLUTION OF 3.2.4.2. NOTIFY OWNER'S REPRESENTATIVE 24 HOURS BEFORE SCHEDULED START OF DISCREPANCIES IS AT THE CONTRACTOR'S RISK AND EXPENSE. PLACING CONCRETE. EXCAVATIONS, FORMWORK, REINFORCEMENT, AND 2.1.8. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF CONSTRUCTION ELEMENTS TO EMBEDDED ITEMS SHALL HAVE BEEN INSPECTED AND APPROVED BEFORE ANY AVOID CONFLICTS WITH GRADING, PLANTING, IRRIGATION, UTILITIES, OR ENGINEERING OR CONCRETE IS PLACED. ARCHITECTURAL FEATURES THROUGH THE OWNER'S REPRESENTATIVE. 3.2.5. PREPARATION: 2.1.9. PRIOR TO INSTALLATION, THE CONTRACTOR SHALL LOCATE BY STAKES, OR OTHER MEANS, 3.2.5.1. COORDINATE THE WORK OF THIS SECTION WITH RELATED WORK. ALL CONDUITS ALL CONSTRUCTION ELEMENTS AS DELINEATED ON THE PLANS FOR APPROVAL BY THE AND PIPES MUST BE BURIED A MINIMUM OF 6" BELOW SUBGRADE SURFACE AND OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT. PROPERLY RE -COMPACTED WITH NON -EXPANSIVE SOILS. DO NOT PLACE ANY 2.1.10. THE CONTRACTOR SHALL BE LIABLE FOR DAMAGE TO ALL UTILITIES, CONSTRUCTION, CONDUITS OR PIPES WITHIN THE CONCRETE PAVING. IRRIGATION AND PLANTING ELEMENTS, EXISTING OR NEW, MARKED OR UNMARKED, AND 3.2.6. INSTALLATION: SHALL REPAIR OR REPLACE ANY DAMAGED IMPROVEMENTS IN A MANNER ACCEPTABLE TO 3.2.6.1. GENERAL: THE OWNER'S REPRESENTATIVE. 3.2.6.1.1. ALL CONCRETE SHALL BE FREE FROM DEFECTS, AND SHALL CONFORM 2.1.11. ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO THE CURRENT EDITION OF TO THE SHAPES, DIMENSIONS AND FINISH GRADE ELEVATIONS AS THE UNIFORM BUILDING CODE. INDICATED ON THE PLANS. DEFECTIVE CONCRETE SHALL BE REMOVED 2.2. PLANS: AND REPLACED BY THE CONTRACTOR AT THEIR EXPENSE. 2.2.1. ALL CONSTRUCTION ITEMS SHALL BE LOCATED AS DIMENSIONED ON THE PLANS UNLESS 3.2.6.1.2. ALL EXPOSED SURFACES SHALL BE FREE FROM JOINT AND POUR LINES OTHERWISE INDICATED IN NOTES, DETAILS, LEGENDS AND SPECIFICATIONS. AND SHALL HAVE A UNIFORM TEXTURE. ALL CONCRETE SHALL 2.2.2. DIMENSIONS ARE TAKEN FROM FACE OF VERTICAL IMPROVEMENTS UNLESS OTHERWISE CONFORM TO THE TEXTURES AND FINISHES AS CALLED FOR IN THE NOTED ON PLANS. PLANS OR AS APPROVED DURING THE CONCRETE SUBMITTAL PERIOD 2.2.3. IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS OR DETAILS (SEE 'SUBMITTALS' SECTION ABOVE). ON THE DRAWINGS. 3.2.6.1.3. WHEN CURING COMPOUNDS ARE USED, ADJACENT SURFACES SHALL BE 2.2.4. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK, PROTECTED BY CONTRACTOR FROM OVERSPRAY. THE CONSTRUCTION SHALL BE THE SAME AS OTHER SIMILAR WORK SHOWN OR NOTED ON 3.2.6.1.4. ALL WALKS SHALL DRAIN AT A MINIMUM OF 1% CROSSFALL, OR AS THE PLANS. NOTED ON THE PLANS. 2.2.5. QUANTITIES SHOWN ON THESE DRAWINGS ARE APPROXIMATE AND ARE ONLY FOR THE 3.2.6.1.5. CONCRETE PADS IN FRONT OF BUILDING ENTRY SHALL BE FINISHED TO CONVENIENCE OF THE CONTRACTOR. A GRADIENT NO GREATER THAN 2% TO A POINT 60" OUT FROM THE 3. PAVING: FACE OF THE BUILDING PER TITLE 24 CALIFORNIA STATE HANDICAPPED 3.1. GRADING: CODE. 3.1.1. CONTRACTOR SHALL VERIFY IN THE FIELD, THE EXTENT OF IMPORT OR EXPORT TO INSURE 3.2.6.1.6. CROSS PITCH ON ALL WALKING SURFACES SHALL NOT EXCEED 2%. FINAL GRADES AND NOTIFY OWNER OF ALL DISCREPANCIES WHICH SHALL AFFECT 3.2.6.1.7. VERIFY SHAPE, HEIGHT AND LOCATION OF EXISTING STOOPS AND CONTRACTOR'S WORK PRIOR TO BEGINNING WORK. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. 3.1.2. ALL EXISTING FILL SOIL AND DISTURBED NATURAL SOILS ARE TO BE EXCAVATED AND 3.2.6.1.8. OWNER'S REPRESENTATIVE SHALL APPROVE ALL FORMING PRIOR TO REPLACED WITH PROPERLY COMPACTED FILL PER THE STRUCTURAL SOILS REPORT. ALL POURING OF CONCRETE. FILLING, BACKFILLING, RE -COMPACTION, ETC., IS TO BE ACCOMPLISHED ONLY UNDER THE 3.2.6.1.9. ENSURE THAT FORM LUMBER IS NEW #2 OR BETTER GRADE WOOD ON SUPERVISION OF A SOILS ENGINEER. ALL UPGRADED OR ENHANCED CONCRETE APPLICATIONS. PREVIOUSLY 3.1.3. EXPORT SOIL AND DEBRIS SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR AND USED FORM LUMBER SHALL NOT BE USED. CONTRACTOR'S EXPENSE. 3.2.6.2. CONVEYING: 3.1.4. CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL GRADES. 3.2.6.2.1. WITH EACH LOAD, PROVIDE TICKET CERTIFYING THE MATERIALS AND 3.1.5. CONTRACTOR IS RESPONSIBLE FOR ACHIEVING POSITIVE DRAINAGE AT THE FOLLOWING QUANTITIES AS WELL AS COMPLIANCE WITH THE APPROVED MIX MINIMUM GRADIENTS UNLESS OTHERWISE NOTED: 1% IN PAVED AREAS, 2% IN ALL DESIGN. PLANTED AREAS. 3.2.6.3. REINFORCING: 3.1.6. ALL SUBSURFACE DRAIN LINES INDICATED ON THESE PLANS SHALL HAVE A MINIMUM 3.2.6.3.1. SEE DETAILS AND THE RECOMMENDATIONS OF THE PROJECT ONE-HALF OF ONE PERCENT SLOPE CONSTANT TO THE OUTLET. GEOTECHNICAL ENGINEER AND/OR PROJECT STRUCTURAL ENGINEER. 3.2. PORTLAND CEMENT CONCRETE PAVING: 3.2.6.3.2. REBAR MUST BE PROPERLY BLOCKED OR CHAIRED TO ENSURE THAT ALL RECOMMENDATIONS FOR CONCRETE SUB -BASE REQUIREMENTS, SUB -GRADE REQUIREMENTS, REBAR IS CENTERED IN SLAB DURING CONSTRUCTION. NO MANUAL MIX DESIGN, COMPRESSIVE STRENGTH, SLAB THICKNESS, CONTROL JOINTS, REINFORCEMENT, STABILIZATION OF STEEL DURING POUR SHALL BE PERMITTED. ETC. OF ALL PAVING ON GRADE GIVEN WITHIN THE PLANS AND SPECIFICATIONS BY URBAN ARENA 3.2.6.4. JOINTING: ARE MINIMUM STANDARDS. CONTRACTOR SHALL VERIFY SUB -BASE REQUIREMENTS, SUB -GRADE 3.2.6.4.1. CONTRACTION JOINTS (CONTROL JOINTS, SAWCUT AND TOOLED REQUIREMENTS, COMPRESSIVE STRENGTH, SLAB THICKNESS, CONTROL JOINTS, REINFORCEMENT, JOINTS): ETC. WITH THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL ENGINEER AND/OR 3.2.6.4.1.1. PLACE SAWCUT AND TOOLED CONTRACTION JOINTS IN PROJECT STRUCTURAL ENGINEER. WHEN RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL LOCATIONS INDICATED ON DRAWINGS. ENGINEER AND/OR PROJECT STRUCTURAL ENGINEER DIFFER FROM THE REQUIREMENTS GIVEN 3.2.6.4.1.2. PERFORM SAWCUT JOINTING WITH A NEW DIAMOND TIP WITHIN THE PLANS AND SPECIFICATIONS BY URBAN ARENA, THE MORE STRINGENT CIRCULAR SAW AFTER SLAB HAS ATTAINED ITS INITIAL SET. RECOMMENDATIONS SHALL TAKE PRECEDENCE. 3.2.6.4.1.3. SAWCUT JOINT WIDTH: PER DRAWINGS. DO NOT EXCEED 3.2.1. SUBMITTALS: 3/16 - INCH IN WIDTH. 3.2.1.1. BECAUSE CONCRETE COLORS AND FINISHES MAY BE ALTERED BY MANY FACTORS 3.2.6.4.1.4. DEPTH OF SAWCUTS AND TOOLED JOINTS: 1/4TH DEPTH OF INCLUDING CEMENT COLOR, SAND COLOR, SLUMP, FINISHING PRACTICES, AND SLAB CURING METHODS, THE CONTRACTOR SHALL CAST TWO (2) SETS OF CONCRETE 3.2.6.4.1.4.1. DECORATIVE SAWCUT JOINTS: PER DRAWINGS. SAMPLES FOR REVIEW AND APPROVAL BY THE OWNER (ONE PRELIMINARY SET OF 3.2.6.4.1.5. SAWCUT JOINTS IN A STRAIGHT LINE WITH NO SAMPLES AND ONE FINAL SET OF SAMPLES). SAMPLES SHALL BE CAST FOR EVERY OVERCUTTING CONCRETE FINISH INDICATED ON THE PLANS AND SHALL CONTAIN JOINT TYPES 3.2.6.4.1.6. USE A HAND TOOL TO SAWCUT UP TO VERTICAL EDGES SPECIFIED ON THE PROJECT, I.E. CONSTRUCTION, CONTRACTION (INCLUDING SUCH AS WALLS, STEPS, CURBS, AND COLUMNS. DO NOT DECORATIVE SAWCUTS), AND ISOLATION. THE CONTRACTOR SHALL FIRST CAST OVERCUT INTO VERTICAL SURFACES OR ADJACENT ONE (1) PRELIMINARY SET OF SAMPLES WHICH SHALL BE 12" X 12" SQUARE. CONCRETE. PRELIMINARY SAMPLES SHALL BE ACCOMPANIED BY 8-'/2 X 11 DOCUMENTATION 3.2.6.4.1.7. TOOLING TO BE DONE WHILE CONCRETE IS PLASTIC AND INDICATING CONCRETE MIX, AGGREGATES, SAND, INTEGRAL COLOR (AS SHALL BE TRUE TO LINE AND PROFILE. APPLICABLE), CURING METHOD, AND SEALERS THAT ARE TO BE USED BY THE 3.2.6.4.1.8. JOINTING TOOL: SHALL BE 2" WIDE AT SURFACE, TAPERED, CONTRACTOR. AFTER THE PRELIMINARY SAMPLES AND DOCUMENTATION HAVE WITH TOP EDGES ROUNDED TO 1/4" RADIUS. RECEIVED APPROVAL BY THE OWNER AND LANDSCAPE ARCHITECT, THE 3.2.6.4.1.9. TOOL OF OTHERWISE FORM GROOVES IN HANDICAPPED CONTRACTOR SHALL CAST (1) SET OF 6' X 6' X REQUIRED THICKNESS SQUARE RAMPS IN ACCORDANCE WITH DRAWINGS AND TITLE 24 FINAL SAMPLES. BOTH PRELIMINARY AND FINAL SAMPLES SHALL BE CAST USING REQUIREMENTS. THE EXACT CONTEMPLATED MATERIALS AND CONSTRUCTION TECHNIQUES 3.2.6.4.2. CONSTRUCTION JOINTS (COLD JOINTS AND DOWLED CONSTRUCTION INCLUDING CONCRETE MIX, AGGREGATES, SAND, INTEGRAL COLOR (AS JOINTS): APPLICABLE), CURING METHODS, SEALERS, ETC. SAMPLES SHALL BE CAST AT A 3.2.6.4.2.1. PLACE SAWCUT AND TOOLED CONSTRUCTION JOINTS IN LOCATION DESIGNATED BY OWNER'S REPRESENTATIVE. APPROVED SAMPLES LOCATIONS INDICATED IN DRAWINGS. SHALL BE LEFT IN PLACE IF APPROVED BY THE OWNER'S REPRESENTATIVE. 3.2.6.4.2.2. PERFORM SAWCUT JOINTING WITH A NEW DIAMOND TIP CONTRACTOR SHALL PROTECT SAMPLES FROM DAMAGE OR LOSS. APPROVED CIRCULAR SAW AFTER SLAB HAS ATTAINED ITS INITIAL SET. FINAL SAMPLES WILL BE THE STANDARDS FOR CONCRETE WORK. 3.2.6.4.2.3. SAWCUT JOINT WIDTH: PER DRAWINGS. DO NOT EXCEED 3.2.1.2. STATEMENT OF MIX DESIGN: SUBMIT (1) COPY OF STATE OF MIX DESIGN PREPARED 3/16 - INCH IN WIDTH. BY BATCH PLANT SERVICING PROJECT FOR EACH LOAD DELIVERED TO PROJECT. 3.2.6.4.2.4. SAWCUT AND TOOL JOINTS IN A STRAIGHT LINE WITH NO STATEMENT OF MIX DESIGN TO CONTAIN FOLLOWING INFORMATION: OVERCUTTING. 3.2.1.2.1. NAME, ADDRESS AND TELEPHONE NUMBER OF BATCH PLANT 3.2.6.4.2.5. USE A HAND TOOL TO SAWCUT UP TO VERTICAL SURFACES PREPARING STATEMENT OF MIX DESIGN. SUCH AS WALLS, STEPS, CURBS AND COLUMNS. NO CUTTING 3.2.1.2.2. DATE OF MIX DESIGN. INTO VERTICAL SURFACES WILL BE ALLOWED. 3.2.1.2.3. PROJECT LOCATION. 3.2.6.4.3. ISOLATION JOINTS: 3.2.1.2.4. CONTRACTOR REQUESTING LOAD DELIVERY. 3.2.6.4.3.1. SHALL OCCUR BETWEEN VERTICAL AND HORIZONTAL 3.2.1.2.5. MIX DESIGN NUMBER. SURFACES, SUCH AS WALLS, COLUMNS, STEPS, PIPE 3.2.1.2.6. INTEGRAL COLOR USED. PENETRATIONS, POOL COPING, POOL BOND BEAMS, ETC. 3.2.1.2.7. GRADATIONS FOR SAND AND AGGREGATE. 3.2.6.4.3.2. 1/2"-WIDE FOAM EXPANSION JOINT AND MASTIC SEALANT 3.2.1.2.8. MATERIAL WEIGHTS, SPECIFIC GRAVITY, AND ABSOLUTE VOLUMES. WITH CLEAN SILICA SAND TO MATCH ADJACENT CONCRETE. 3.2.1.2.9. BASIS OF TESTING, I.E. UBC 2605 D4 AND TITLE 24 2604 D4. MASTIC SEALANT SHALL BE PECORA 'DYNATRED' NON -SAG, 3.2.1.2.10. WATER/CEMENT RATIO. TRAFFIC -GRADE POLYURETHANE SEALANT OR APPROVED 3.2.1.2.11. PSI RATING. EQUAL. SUBMITTAL: CONTRACTOR SHALL PROVIDE THREE (3) 3.2.1.2.12. SIGNATURE OF TESTING LABORATORY MANAGER. COLOR SAMPLES FOR COLOR MATCH TO ADJACENT 3.2.1.2.13. SIGNED STAMP FROM REGISTERED PROJECT STRUCTURAL ENGINEER OR CONCRETE TO LANDSCAPE ARCHITECT FOR REVIEW AND ARCHITECT. APPROVAL. 3.2.2. TESTING: 3.2.6.5. FINISHING: 3.2.2.1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSURING THAT FLATWORK 3.2.6.5.1. WHILE THE SURFACE IS STILL PLASTIC, PROVIDE A TEXTURED FINISH AS COMPLIES WITH APPLICABLE CODES AND REGULATIONS OF MINIMUM WET AND REQUIRED BY THE DRAWINGS, OR AS DIRECTED BY OWNER'S DRY SLIP COEFFICIENT STANDARDS OF SAFETY FOR GOVERNMENTAL AGENCIES REPRESENTATIVE. HAVING JURISDICTION. BOTH SAMPLES AND FINISHED FLATWORK SHALL BE 3.2.6.5.2. "SAND BLAST" FINISH: TESTED. "SAND BLAST" FINISH SHALL BE ACHIEVED THROUGH THE USE OF 3.2.2.2. ALL CEMENT, AGGREGATE, REINFORCING STEEL, STRUCTURAL STEEL, ETC. SHALL "TOP -CAST" GRADE 05 WATER BASED TOP -SURFACE RETARDER AS BE FROM TESTED STOCK. COPIES OF TEST REPORTS SHALL BE FURNISHED TO THE MANUFACTURED BY GCP APPLIED TECHNOLOGIES (GCPAT.COM). OWNER'S REPRESENTATIVE UPON REQUEST. INSTALL "GRACE TOP -CAST" PER MANUFACTURER'S SPECIFICATIONS. 3.2.3. QUALITY ASSURANCE: "SANDBLAST" TEXTURE SHALL BE CONSISTENT THROUGHOUT THE 3.2.3.1. IN ADDITION TO COMPLYING WITH THE APPLICABLE CODES AND REGULATIONS PROJECT ACROSS ALL CONCRETE POURS. OF GOVERNMENTAL AGENCIES HAVING JURISDICTION, CONTRACTOR SHALL 3.2.6.6. CURING: COMPLY WITH THE APPLICABLE REQUIREMENTS OF THE STANDARD 3.2.6.6.1. CURING METHOD SHALL BE PER CONTRACTOR BASED ON WEATHER SPECIFICATIONS AND THE CRSI MANUAL OF STANDARD PRACTICES. WHERE THESE CONDITIONS, CONCRETE TYPE, CONCRETE COLOR, ETC. BUT SHALL BE SUBJECT TO APPROVAL BY OWNER AND LANDSCAPE ARCHITECT (SEE "SUBMITTALS" SECTION ABOVE). CURING METHOD SELECTED BY CONTRACTOR SHALL CONFORM TO APPLICABLE ASTM AND ACI SPECIFICATIONS FOR CONCRETE CURING. 3.2.6.6.2. ANY CONCRETE DEFECTS SUCH AS SHRINKAGE CRACKS, SPIDER CRACKS, AND CURLING THAT ARE CAUSED BY IMPROPER CURING ARE UNACCEPTABLE. DEFECTIVE CONCRETE SHALL BE REMOVED AND REPLACED TO THE REQUIREMENTS OF THIS SECTION. 3.2.6.7. SEALING 3.2.6.7.1. SEALING MATERIAL SHALL BE PER CONTRACTOR BASED ON CONCRETE TYPE, CONCRETE COLOR, ETC. BUT SHALL BE SUBJECT TO APPROVAL BY OWNER AND LANDSCAPE ARCHITECT (SEE "SUBMITTALS" SECTION ABOVE). 3.2.6.7.2. AN APPROVED SEALING MATERIAL FOR "ACID ETCH" "SAND BLAST", AND "RETARDER" FINISHES IS SINAK HLQ-125. 3.2.6.7.3. AN APPROVED SEALING MATERIAL FOR "BROOM FINISH" "SALT FINISH", AND "COLOR HARDNER" FINISHES IS DAVIS W1000. 3.2.6.7.4. IF SEALING MATERIAL REQUIRES APPLICATION AFTER CONCRETE HAS CURED, IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROPERLY CLEAN THE CONCRETE PRIOR TO SEALING AFTER CONCRETE HAS CURED (APPROXIMATELY 28 DAYS). 3.2.6.8. FIELD QUALITY CONTROL: 3.2.6.8.1. INSPECTION: REQUEST REVIEW BY OWNER'S REPRESENTATIVE OF EACH OF THE FOLLOWING ITEMS PRIOR TO CONTINUING WITH THE WORK: --LAYOUT --FORMING --SUB-GRADE PREPARATION AND REINFORCING STEEL INSTALLATION. --CONCRETE FINISHING. 3.2.6.9. IRREGULAR OR DAMAGED CONCRETE: 3.2.6.9.1. REMOVE CONCRETE PAVING WHICH IS IRREGULAR OR DAMAGED (NOT TRUE TO LINE AND PLANE, NOT PROPERLY FINISHED, NOT PITCHED TO DRAIN, CRACKED, HONEYCOMBED, SPALLED, CONTAINS ROCK POCKETS, ETC.). SUCH WORK SHALL BE REMOVED AND REPLACED TO THE REQUIREMENTS OF THIS SECTION AND PROVIDES A UNIFORM QUALITY AND APPEARANCE. 3.2.6.10. PROTECTION: 3.2.6.10.1. PREVENT TRAFFIC ON SURFACES OF CONCRETE PAVING FOR A PERIOD OF 7 DAYS. PROVIDE, MAINTAIN AND REMOVE BARRICADES AS REQUIRED. 4. GUARANTEE: ALL CONSTRUCTION WORK SHALL BE GUARANTEED AGAINST ALL DEFECTS OF WORKMANSHIP AND MATERIALS, INCLUDING SETTLING OF GRADED AREAS, FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE (COMPLETION) BY OWNER. THE CONTRACTOR SHALL PROVIDE A WRITTEN GUARANTEE ON HIS LETTERHEAD AT THE TIME OF THE FINAL INSPECTION. RESUBMITTED 8/23/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT 22-101385 REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING 19STRUCTURAL ®MECHANICAL ®PLUMBING []ELECTRICAL ®ENERGY ®ACCESSIBILITY ❑FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. BY 1"°`6`^'-� ' DATE: 09/06/22 WEST COAST CODE CONSULTANTS, INC. URBAN ARENA OC SD OAK 11300 Sorrento Valley Road, Suite 230 San Diego, CA 92121 858 625 0112 STATE OF WASHINGTON LICENSED LANDSCAPE ARCHITECT VINCENT DO LICENSE NO. 1316 EXPIRES ON: 1-20-23 L.� �J w o CD z w � N O d' N O w Q U Ocw Lu O z w W w p J U � z (J) I— U) z�� O Q '-'-' CD o 0 00 01- LLJ jj 0 u U� < O N " LU W < LLI N O o w O � I— IL LL Q Q W � Li OO Q d n REVISIONS 06-20-22 2ND CITY SUBMITTAL A 0 0 A 0 SHEET TITLE CONSTRUCTION SPECIFICATIONS SHEET NUMBER L1,021 DATE / TIME OF PLOT (PST): 6/16/2022 4:25 PM FILE NAME: S:\2022 Projects\22-002 Commons In Line Majors CDs\Landscape\Pending Submittal\22-002_CONSTRUCTION SPECIFICATIONS.dwg CONNECTION TO EXISTING IRRIGATION SYSTEM NOTES THE PURPOSE OF THIS IRRIGATION PLAN SET IS TO ADD FULLY AUTOMATIC IRRIGATION FOR NEW PLANTING BEDS AT BUILDINGS TO THE EXISTING IRRIGATION SYSTEM. THIS IRRIGATION PLAN WAS PREPARED WITHOUT THE BENEFIT OF ANY EXISTING "AS -BUILT" DRAWINGS. IRRIGATION CONTRACTOR TO VERIFY OPERATION OF EXISTING IRRIGATION SYSTEM AND VERIFY ITS CONDITION. PRIOR TO COMMENCEMENT OF WORK ON IRRIGATION PROPOSED IN THESE PLANS. CONTRACTOR TO COORDINATE WITH OWNER AND DEVELOP A PLAN OF ACTION IN ADDRESSING ANY WORK THAT MAY BE NEEDED IN KEEPING EXISTING SYSTEM OPERATIONAL. THIS MAY REQUIRE IRRIGATION CONTRACTOR TO DEVELOP A SET OF "AS-BUILTS" FOR OWNERS REVIEW. WITH AVAILABLE INFORMATION PROVIDED BY THE ARCHITECT, IT IS ANTICIPATED THAT THE EXISTING IRRIGATION SYSTEM CAN BE CONNECTED TO FOR USE FOR NEW IRRIGATION HEADS. THESE IRRIGATION VALVES SHALL BE CONNECTED TO THE EXISTING MAINLINE OR PROPOSED MAINLINE AS SHOWN ON PLAN. CONTRACTOR SHALL COORDINATE WITH OWNER'S REPRESENTATIVE IF THEY DISCOVER THAT REPLACEMENT OF ANY EXISTING IRRIGATION COMPONENTS WILL BE NECESSARY FOR A FULLY FUNCTIONAL SYSTEM. EXISTING IRRIGATION SYSTEM TO BE CHECKED FOR LEAKS AND FUNCTIONALITY. COMPONENTS THAT ARE NOT FUNCTIONAL TO BE REPLACED WITH LIKE COMPONENTS. EXISTING IRRIGATION EQUIPMENT THAT IS NOT FUNCTIONAL AND WILL NOT BE REUSED SHALL BE REMOVED FROM THE SITE AND PROPERLY DISPOSED OF IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY ® ® S 10 RAIN BIRD 1806-SAM-PRS VAN SERIES NOZZLES ADJ 4 6 8 10 TURF SPRAY 6.0" POP-UP SPRINKLER WITH CO -MOLDED WIPER 6 12 15 18 SEAL. 1/2" NPT FEMALE THREADED INLET. WITH SEAL-A-MATIC 18 CHECK VALVE, AND PRESSURE REGULATING. FIXED ANGLE NOZZLE ON NON ARC SPRAY. ® ® S 10 RAIN BIRD 1812-SAM-PRS VAN SERIES NOZZLES ADJ 4 6 a 10 SHRUB SPRAY 12" POP-UP SPRINKLER WITH CO -MOLDED WIPER 12 15 18 SEAL. 1/2" NPT FEMALE THREADED INLET. WITH SEAL-A-MATIC 154 12 15 18 CHECK VALVE, AND PRESSURE REGULATING DEVICE.FIXED ANGLE NOZZLE ON NON ARC SPRAY. ® © ® 10 RAIN BIRD 1800-PA-80 VAN SERIES NOZZLES ADJ 4 6 a 10 12 15 18 SHRUB SPRAY ON FIXED RISER WITH THE PA-8S PLASTIC SHRUB 20 12 15 18 ADAPTER. USE WITH 1/2" FPT BUBBLER OR SPRAY NOZZLE. FIXED ANGLE NOZZLE ON NON ARC SPRAY. RAIN BIRD 1812-5 SERIES STREAM W/ PCS 5CST-020 25 CST Q H F STREAM BUBBLER 12" POPUP WITH PRESSURE COMPENSATING SCREEN. RAIN BIRD 1812-SAM-PCS STRIP NOZZLES 15CST-040 O C V ® � m SCST 15LCS 15SST SHRUB SPRAY 12.0" POP-UP SPRINKLER WITH CO -MOLDED 30 15EST 15RCS 9SST WIPER SEAL. 1/2" NPT FEMALE THREADED INLET. WITH SEAL-A-MATIC CHECK VALVE AND PCS SCREENS SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY RAIN BIRD PESB O 1 " 1-1/2" 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. WITH SCRUBBER TECHNOLOGY FOR RELIABLE PERFORMANCE IN DIRTY WATER IRRIGATION APPLICATIONS. RAIN BIRD 33-DLRC 3/4" BRASS QUICK -COUPLING VALVE, WITH CORROSION -RESISTANT STAINLESS STEEL SPRING, LOCKING THERMOPLASTIC RUBBER COVER, DOUBLE TRACK KEY LUG, AND 2-PIECE BODY. MATCO-NORCA 770T 8 PVC WHITE BALL VALVE FOR SCH 40 AND SCH 80 PIPE, THREADED ENDS COMPLY WITH ASTM F1498, WITH "T" HANDLE, SAME SIZE AS MAINLINE. 1/2" - 4" IRRIGATION LATERAL LINE: PVC SCHEDULE 40 IRRIGATION MAINLINE: 1.5" PVC CLASS 315 SDR 13.5 — , , — 1 — IRRIGATION MAINLINE: EXISTING MAINLINE PIPE SLEEVE: PVC SCHEDULE 40 Valve Callout .µµ Valve Number # # = Valve Flow \_#° Valve Size CONTRACTOR TO LOCATE EXISTING MAINLINE AND SPARE CONTROL WIRES TO CONNECT TO FOR NEW IRRIGATION IMPROVEMENTS. GENERAL IRRIGATION NOTES A. ALL IMPROVEMENTS SHALL COMPLY WITH THE STANDARD UNIFORM BUILDING CODE. B. THIS IRRIGATION DESIGN IS DIAGRAMMATIC. ALL IRRIGATION EQUIPMENT SHOWN WITHIN PAVED PSI OR BUILDING AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN SHRUB AREAS WHEREVER POSSIBLE. C. MATERIAL COUNTS ARE APPROXIMATIONS AND SHOULD NOT BE TAKEN TO BE AN EXACT 30 AMOUNTS. CONTRACTOR IS RESPONSIBLE FOR THEIR OWN MATERIAL QUANTITIES. D. IRRIGATION CONTROL VALVES SHALL BE INSTALLED TOGETHER IN VALVE MANIFOLDS AS MUCH AS POSSIBLE. CONTRACTOR SHALL INSTALL ONE (1) SHUT-OFF BALL VALVE PER VALVE MANIFOLD. E. ONE (1) SHUT-OFF BALL VALVE SHALL BE INSTALLED PRIOR TO ANY STREET CROSSINGS. F. CONTRACTOR SHALL INSTALL ADDITIONAL INLINE CHECK VALVES AS NEEDED. 30 G. IT IS CONTRACTOR'S RESPONSIBILITY TO KEEP THE EXISTING IRRIGATION SYSTEM IN OPERABLE CONDITION THROUGHOUT THE CONSTRUCTION PERIOD. THE SCOPE OF RESTORING AND REPAIRING OF EXISTING SYSTEM SHALL INCLUDE, BUT NOT LIMITED TO CAPPING -OFF LATERAL END LINES AND MAINLINES, REROUTING MAINLINE AND CONTROL WIRES, AND RELOCATING VALVES OR REPLACING PER EXISTING STANDARDS. 30 30 PRESSURE AND FLOW NOTE ASSUME WATER PRESSURE TO BE 50 PSI AND FLOW TO BE 45 GPM. CONTRACTOR SHALL VERIFY BEFORE ANY INSTALLATION. IF LESS THAN DESIGN INTENT, CALL LANDSCAPE ARCHITECT FOR DIRECTION. 30 IRRIGATION PIPE SIZING CHART (GPM AT 5 FEET PER SECOND) PIPE SIZE PVC CL 200 PVC CL 315 PVC SCH 40 COPPER TYPE W 9 3/4" 10 9 8 6 1" 16 14 12 12 1-1/4" 26 24 22 18 1-1/2" 35 30 30 26 2" 55 50 50 45 5 2-1/2" 80 70 70 70 3" 120 100 110 100 CONTRACTOR SHALL SIZE ALL LATERAL PIPE ACCORDING TO THIS SIZING LEGEND. 3/4" PIPE SHALL BE SMALLEST ALLOWABLE SIZE. NO 1/2" PIPE SHALL BE USED. 2 2,783 L.F. SLEEVE CHART FOR IRRIGATION PIPE 559.9 L.F. PIPE SCH. 40/80 PVC SLEEVE SIZE CONTROLLER WIRES SCH. 40/80 PVC SLEEVE SIZE 3/4" 2" 1-18 2" ill 2" 19-24 2-1/2" 58.7 L.F. 1-1/4" 2-1/2" 25-36 3" 1-1/2" 3" 37-48 4" 693.3 L.F. 2" 4" 49-72 6" 2-1/2" 6" 73-90 6" 3" 6" 91-110 6" RESUBMITTED 8/23/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT 22-101385 REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING 9STRUCTURAL MECHANICAL ®PLUMBING ❑ELECTRICAL ®ENERGY ®ACCESSIBILITY ❑FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,, OR LOCAL REGULATIONS. BY: X-•G•` DATE:09/06/22 WEST COAST CODE CONSULTANTS, INC. 1 "=20'-0"SCALE 0 20 40 NORTH O URBAN ARENA OC SD OAK 11300 Sorrento Valley Road, Suite 230 San Diego, CA 92121 858 625 0112 STATE OF WASHINGTON LICENSED LANDSCAPE ARCHITECT VINCENT DO LICENSE NO. 1316 EXPIRES ON: 1-20-23 Of W W W O O zW � N O LU N 01 W Q U Lu O w z w w W 0 J U 10 z (J) Q U) z�ry O Q '-'-' CD O 0 00 �Jw< 0 U LLJ O N " LU W < LLI N O W O O I ILLL LLJdi L Q Q w O Q o_ 0 REVISIONS 06-20-22 2ND CITY SUBMITTAL 0 0 A 0 0 SHEET TITLE IRRIGATION PLAN SHEET NUMBER L2,0 0 1 DATE / TIME OF PLOT (PST): 6/16/2022 4:25 PM FILE NAME: SA2022 Projects\22-002 Commons In Line Majors CDs\Landscape\Pending Submittal\22-002_IRRIGATION PLAN.dwg ❑ HARDSCAPE ❑ CLEAN BACKFILL - 90% COMPACTION REQUIRED ] UNDISTURBED NATIVE SOIL SUBGRADE ❑ ROUND VALVE BOX ❑ CLEAN BACKFILL - 90% COMPACTION ❑2 NON -PRESSURE LATERAL LINE ❑ FINISH GRADE 2❑ FINISH GRADE REQUIRED 31 CLEAN SAND ❑s CONTROL WIRES E] ROUND VALVE BOX s❑ QUICK COUPLER VALVE a❑ NON -PRESSURE LATERAL LINE SLEEVE a PRESSURE SUPPLY LINE E]BALL VALVE ® GRAVEL SUMP 5 ❑ UNDISTURBED NATIVE SOIL SUBGRADE ❑ SCHEDULE 80 PVC NIPPLE (IF THREADED) ❑s (2) TWO COMMON RED BRICK s❑ CONTROL WIRE SLEEVE 1 ❑6 PRESSURE SUPPLY LINE SLEEVE E] FINISH GRADE E] SCHEDULE 40 PVC 45 ELL FITTING 1 E] COMPACTED SOIL SUBGRADE 2 ❑� a . UNDISTURBED NATIVE SOIL SUBGRADE �' ❑� 3" DETECTABLE LOCATOR TAPE ❑� PVC MAINLINE PIPE ❑� STAINLESS STEEL CLAMP (2 MIN.) a � 3 ® 3" DETECTABLE LOCATOR TAPE 1 $ ❑ GRAVEL SUMP P.V.C. SCH. 80 THREADED NIPPLE LENGTH AS 8 > 0 4 TWO (2) COMMON RED BRICK 0 REQUIRED) P.V.C. SCH. 80 ELL 6 5 3 2 Eo WATER TYPE I.D. TAG ME DPVC _ MAINLINE, SEE IRRIGATION SPECS. FOR JAI1 6 PIPE DEPTH 4 5 > > #4 REBAR 24" LENGTH 5 2 7 b 7 6 4 w 0 °° °°o ° °° ° ° ° ° °°° ° ��odf°y�°°°"�o o 0 o °0000° 7 4IT[ ° ° o m o ET ME 9 8 9 5 8 — 10 10 NOTES 3 1 1 NOTES A. PIG TAIL & LOOP CONTROL WIRE AT ALL 90° NOTES g CHANGES IN DIRECTION. A. TEFLON TAPE ALL THREADS. A. ALL SLEEVES SHALL BE PVC SCHEDULE 40 OR GREATER. B. LOCATOR TAPE SHALL BE LOCATED 6" ABOVE THE B. LEAVE 2" OF AIR SPACE BETWEEN BALL VALVE 9 B. EXTEND SLEEVES 12" BEYOND EDGE OF HARDSCAPE AT BOTH ENDS. ENTIRE MAINLINE RUN. AND GRAVEL SUMP. C. INSTALL SLEEVES UNDER HARDSCAPE. C. CONTROL WIRES SHALL BE BUNDLED & TAPED EVERY C. INSTALL ONE BALL VALVE PER VALVE MANIFOLD. NOTES D. ALL SLEEVES SHALL BE SIZED TWICE THE DIAMETER OF THE CARRIER PIPE. 12" O.C. AND INSTALLED ADJACENT TO PRESSURE D. INSTALL ONE BALL VALVE PRIOR TO EVERY A. TEFLON TAPE ALL THREADS. E. LOCATOR TAPE SHALL BE INSTALLED 6" ABOVE THE ENTIRE MAINLINE RUN. SUPPLY LINE. STREET CROSSING. B. BRAND VALVE BOX WITH THE LETTERS "QC". D SLEEVES 1"=1'0' C TRENCHING 1' -1'_0" B BALL VALVE 1"-1" A QUICK COUPLER W/ REBAR 1"= 1'-0" F-11 SPRAY NOZZLE SPRAY NOZZLE ❑ STRIP BOTH WIRES. TWIST STRAND AROUND HALF THE El FINISH GRADE LENGTH OF THE RIGID STRAND. 2 12" POP-UP SPRINKLER RISER 2 ❑ b" POP-UP SPRINKLER RISER ❑ SCHEDULE 40 PVC ELBOW FITTING 1 ❑2 STEP 2: FOLD THE OTHER HALF OF THE RIGID STRAND (SLIP x SLIP) s❑ POP-UP SPRINKLER BODY WITH ❑ POP-UP SPRINKLER BODY WITH OVER THE TWISTED STRAND AS SHOWN. INTERNAL CHECK VALVE I I INTERNAL CHECK VALVE 9 ❑3 STEP 3: INSERT THE TWISTED SPLICE INTO THE 3❑ 2 VALVE I.D TAG a❑ FINISH GRADE ❑a FINISH GRADE 1 ELECTRICAL SPRING CONNECTION AND TWIST OVER 1�► 4❑ 3 REMOTE CONTROL VALVE WIRE STRANDS IN A CLOCKWISE DIRECTION. Eo. EQ. 0 SWING PIPE - LENGTH AS REQUIRED - 12" MINIMUM 2 Q SWING PIPE - 12" MINIMUM 4❑ STEP 4: INSERT THE CONNECTOR INTO THE GEL -FILLED ❑ 4 CONTROL WIRES WITH WATERPROOF © FUNNY PIPE ELL FITTING 2 DIRECT BURY SPLICE KIT. PUSH PAST THE LOCKING WIRE CONNECTORS © (MALE THREAD x BARB) ELBOW FITTING 3 FINGERS TO SECURE CONNECTOR INSIDE TUBE. © 1—III=III=III =III=III=III= UNDISTURBED NATIVE SOIL = — — — III=III=III=1 9 4 ❑� SCHEDULE 40 PVC FITTING 3 ❑s STEP 5: POSITION ALL WIRES THROUGH THE 2 5 1=III=III=11 =III=III=III= ❑� SCH. 40 PVC TEE OR ELL SUBGRADE III —I I 1=1 I 11=1 11=1 11=1 24 " MIN $ ❑ PVC LATERAL LINE 4 24" MIN DEDICATED INSULATOR CHANNELS AND SNAP 6 III —I III—III=III= =1 I I—III—III=1 ❑s PVC LATERAL LINE l p INSULATOR TUBE COVER CLOSED. ❑ SCHEDULE 80 PVC UNION 1=III=III= III —III —III= 11 ❑9 HARDSCAPE (SLIP x SLIP) III=III=1 ❑9 WALK OR CURB 1=III-III 11=111=111= = _ = III —III —I a tt=® d io UNDISTURBED NATIVE SOIL r:'1:"� •� r=III—II PVC LATERAL PIPE 8 — — II —III —III= =III=III= II=III=1 io MULCH LAYER (SEE PLANTING ° a SUBGRADE 3 III—II1= SPECS.) .::. ❑9 BOX VALVE =III=III I jl I=III=1 1=III=1 �� IIIIIIIII� 10 LOCKING Eo 9 SCHEDULE 40 PVC MALE I=III II=III= FINGERS ADAPTER (THREAD x SLIP) (TYP.) �� >> PEA GRAVEL SUMP 10 5 5 6 E2 PVC MAINLINE FITTINGS b 6 TUBE COVER is ❑ PVC M NE PIPEAINLI 1 1 7 FOUR COMMON RED BRICK (4) 12 NOTES 13 NOTES: A. TEFLON TAPE ALL THREADS. NO TEFLON PASTE OR PIPE 14 A. CONTRACTOR SHALL USE WATERPROOF WIRE DOPE SHALL BE USED. NOTES: NOTES: CONNECTORS ONLY. B. PROVIDE 24" OF EXPANSION WIRE AT EACH WIRE B. ALL ELECTRICAL WORK MUST BE IN CONNECTION IN VALVE BOX. A. TEFLON TAPE ALL THREADS. A. TEFLON TAPE ALL THREADS. ACCORDANCE WITH THE NATIONAL ELECTRIC C. IF REQUIRED, INSTALL 2-WIRE DECODER PER DECODER B. SPRAY HEADS SHALL BE A MINIMUM OF 24" AWAY FROM HARDSCAPE SURFACES. B. SPRAY HEADS SHALL BE A MINIMUM OF 24" AWAY FROM HARDSCAPE SURFACES. CODE. DETAIL. H 12'' POP-UP SPRAY - SHRUBS - G 6" POP-UP SPRAY - TURF F WIRE CONNECTORS E REMOTE CONTROL VALVE ❑ VERTICAL SURFACE (BLDG., WALL, ETC.) ❑2 SHRUB HEAD ❑3 SHRUB ADAPTER Q CHECK VALVE (IR REQUIRED, SEE IRRIGATION SPECIFICATIONS) Q FINISH GRADE © SCH 80 RISER THREADED BOTH END. LENGTH AS REQUIRED ❑ MARLEX STREET ELL ® 6" SCH 80 PVC NIPPLE THREADED BOTH ENDS 0 90 DEGREE ELL io PVC SCH 40 TEE OR ELL >> PVC LATERAL. SEE IRRIGATION SPEC FOR PIPE DEPTH. NOTE: A. TEFLON TAPE ALL THREADS. RESUBMITTED 8/23/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT 22-101385 REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING 19STRUCTURAL ®MECHANICAL ®PLUMBING ❑ELECTRICAL ®ENERGY ®ACCESSIBILITY [-]FIRE URBAN ARENA OC SD OAK 11300 Sorrento Valley Road, Suite 230 San Diego, CA 92121 858 625 0112 STATE OF WASHINGTON LICENSED LANDSCAPE ARCHITECT VINCENT DO LICENSE NO. 1316 EXPIRES ON: 1-20-23 w �J w o 0 z w � N O oN rn J w Q U cr000 w O w LU w W 0 Uro 10 z � U) z�� O Q '-'-' CD z� O 00 o1- J w 0 u U O N " LU < N O w o O IL I— LL Q C)LLI LLl �:Li O Q REVISIONS 06-20-22 2ND CITY SUBMITTAL 0 0 A 0 0 SHEET TITLE IRRIGATION DETAILS SHRUB SPRAY RISER BELOW GRADE DATE / TIME OF PLOT (PST): 6/16/2022 4:25 PM FILE NAME: S:\2022 Projects\22-002 Commons In Line Majors CDs\Landscape\Pending Submittal\22-002_IRRIGATION DETAILS.dwg PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR®LOCAL REGULATIONS. BY: 2-a4 +- h" DATE:09/06/22 WEST COAST CODE CONSULTANTS, INC. I SHEET NUMBER L2,011 LANDSCAPE IRRIGATION SPECIFICATIONS SCOPE: PROVIDE LABOR, MATERIALS, PERMITS, EQUIPMENT, SUPERVISION, SERVICES AND TRANSPORTATION AND ALL OTHER ITEMS NECESSARY TO PERFORM ALL IRRIGATION WORK AS INDICATED AND SPECIFIED ON PLANS PREPARED BY URBAN ARENA, INCLUDING ALL RECORD DRAWINGS, REDUCED DIAGRAMMATIC PLANS, GUARANTEES, AND SERVICE MANUALS. WORK SHALL BE COMPLETED IN AN EFFICIENT AND SATISFACTORY MANNER TO THE HIGHEST WORKMANLIKE STANDARDS ESTABLISHED FOR SPRINKLER INSTALLATION AND OPERATION. 2. GENERAL CONDITIONS: 2.1. CONTRACTOR SHALL VERIFY ALL CONDITIONS INDICATED ON THE PLANS. CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE IN WRITING OF ANY DISCREPANCIES IN THE PLANS AND FIELD CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. FAILURE TO NOTIFY THE OWNER'S REPRESENTATIVE IN WRITING EXEMPTS THE CONTRACTOR FROM GAINING COMPENSATION FOR REQUIRED CHANGES. 2.2. CONTRACTOR SHALL CHECK ALL SITE CONDITIONS, AND VERIFY THE EXISTENCE, LOCATION AND SIZE OF UTILITIES AND SERVICES PRIOR TO BEGINNING WORK. 2.3. THE IRRIGATION DESIGN AS INDICATED ON THE DRAWINGS IS DIAGRAMMATIC. SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH WORK, CHECK AND VERIFY SITE DIMENSIONS. 2.4. DO NOT INSTALL THE IRRIGATION SYSTEMS WHEN UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DISCREPANCIES IN AREAS OR DIMENSIONS EXIST. IMMEDIATELY BRING DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. IF NOTIFICATION IS NOT GIVEN, THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR REQUIRED REVISIONS AND COSTS. 2.5. CONTRACTOR SHALL COORDINATE INSTALLATION OF IRRIGATION WORK TO AVOID CONFLICTS WITH PLANTING, UTILITIES, ENGINEERING AND ARCHITECTURAL FEATURES. CONTRACTOR IS RESPONSIBLE FOR COORDINATING HIS WORK WITH OTHER TRADES. 2.6. CONTRACTOR SHALL PROTECT INSTALLED CONTRACT WORK AND WORK OF OTHERS. 2.7. CONTRACTOR SHALL APPLY AND PAY FOR NECESSARY PERMITS AND FEES REQUIRED IN PURSUIT OF WORK AS REQUIRED BY GOVERNING CODES. 2.8. LOCAL, MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATED TO A PORTION OF THIS WORK ARE HEREBY MADE A PART OF THESE SPECIFICATIONS. 2.9. CONTRACTOR SHALL KEEP PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS AND RUBBISH INCIDENTAL TO WORK DURING CONSTRUCTION AND MAINTENANCE PERIOD. BROOM CLEAN ALL PAVED AREAS. 2.10. NO DEVIATION FROM PLANS AND SPECIFICATIONS IS AUTHORIZED, UNLESS WRITTEN AUTHORIZATION IS OBTAINED FROM THE OWNER'S REPRESENTATIVE OR HIS APPOINTED REPRESENTATIVE IN ADVANCE. 2.11. THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT REMOVAL AGREEMENT IF REQUIRED FOR ALL IRRIGATION EQUIPMENT LOCATED WITHIN PUBLIC RIGHT OF WAY. 3. SUBMITTAL: CONTRACTOR'S MAINTENANCE PERIOD SHALL NOT BE TERMINATED UNTIL THE FOLLOWING CONDITIONS ARE MET: 3.1. RECORD DRAWINGS: 3.1.1. CONTRACTOR SHALL RECORD WORK AS IT IS ACTUALLY INSTALLED ON AN ERASABLE XEROX VELLUM BASE OF THE IRRIGATION DRAWING, MAKE CHANGES TO XEROX VELLUM BASE IN INK (NO BALL POINT PEN), AND MAINTAIN CURRENT RECORD DRAWINGS ON THE SITE. THE FINAL "AS BUILT" RECORD DRAWINGS SHALL BE DRAFTED EMPLOYING A COMPETENT DRAFTSMAN. 3.1.2. RECORD DIMENSIONS FROM TWO DIFFERENT PERMANENT POINTS OF REFERENCE (BUILDINGS, MONUMENTS, CURB RETURNS, ETC.) FOR THE FOLLOWING ITEMS: 3.1.2.1. WATER METER AND BACKFLOW ASSEMBLY 3.1.2.2. CONNECTIONS TO EXISTING WATER LINES 3.1.2.3. BALL, QUICK COUPLING AND AUTOMATIC CONTROL VALVES 3.1.2.4. ROUTING OF PRESSURE LINES 3.1.2.5. SOURCE OF ELECTRICAL POWER FOR CONTROLLER, LOCATION OF CONDUIT AND CONDUCTORS FROM SOURCE TO CONTROLLER, ROUTING OF ELECTRICAL WIRES, AND SPARE WIRE LOCATIONS 3.1.2.6. PIPE AND ELECTRICAL SLEEVES 3.1.3. CONTRACTOR SHALL SUBMIT ONE SET OF COMPLETED RECORD DRAWINGS TO THE OWNER'S REPRESENTATIVE PRIOR TO THE BEGINNING OF THE SPECIFIED MAINTENANCE PERIOD AND OWNER'S REPRESENTATIVE SHALL VERIFY COMPLETENESS PRIOR TO FINAL ACCEPTANCE. 3.2. CONTROLLER CHARTS: THE CONTRACTOR SHALL PREPARE THE CONTROLLER CHARTS AND PLACE THEM IN THE CONTROLLERS BEFORE COMMENCING SERVICE. CONTRACTOR SHALL VERIFY COMPLETENESS OF RECORD DRAWINGS WITH OWNER'S REPRESENTATIVE PRIOR TO PREPARING THE CONTROLLER CHARTS. THE CONTROLLER CHARTS SHALL BE PREPARED AS FOLLOWS: 3.2.1. PROVIDE ONE CONTROLLER CHART FOR EACH AUTOMATIC CONTROLLER SHOWING THE AREA COVERED BY THE CONTROLLER. THE CHART MUST SHOW CLEARLY ALL AREAS UTILIZING RECLAIMED IRRIGATION WATER AND POTABLE IRRIGATION WATER. THE CHART SHALL BE THE MAXIMUM SIZE THE CONTROLLER DOOR WILL ALLOW. 3.2.2. THE CHART IS TO BE A REDUCED DRAWING OF THE ACTUAL AS -BUILT SYSTEM. THE LINE WEIGHTS AND LETTERING ON THE ORIGINAL CONTROLLER CHART DRAWING SHALL BE SO DRAWN THAT THE REDUCED CHART IS CLEARLY READABLE. 3.2.3. THE CHART SHALL BE A BLACKLINE PRINT WITH A DIFFERENT COLOR USED TO SHOW AREA OF COVERAGE FOR EACH STATION. 3.2.4. WHEN COMPLETED AND APPROVED, THE CHARTS SHALL BE HERMETICALLY SEALED BETWEEN TWO PIECES OF PLASTIC, EACH PIECE BEING A MINIMUM OF TEN (10) MILS THICK. 3.3. SERVICE MANUALS, KEYS, EQUIPMENT, AND GUARANTEES: 3.3.1. CONTRACTOR SHALL SUBMIT TWO (2) SERVICE MANUALS FOR IRRIGATION EQUIPMENT TO OWNER'S REPRESENTATIVE. MANUALS MAY BE LOOSE LEAF AND SHALL CONTAIN COMPLETE DRAWINGS OF ALL EQUIPMENT INSTALLED SHOWING COMPONENTS AND CATALOG NUMBERS TOGETHER WITH THE MANUFACTURER'S NAME AND ADDRESS. OPERATION INSTRUCTIONS SHALL BE SIMPLE ENOUGH TO BE UNDERSTOOD WITHOUT SPECIALIZED KNOWLEDGE. 3.3.2. CONTRACTOR SHALL SUBMIT TWO (2) SETS OF KEYS PER EACH CONTROLLER. A COPY OF THE EQUIPMENT GUARANTEES SHALL BE PROVIDED TO THE OWNER'S REPRESENTATIVE. 3.3.3. THE CONTRACTOR SHALL SUPPLY THE FOLLOWING TOOLS: 3.3.3.1. TWO (2) SETS OF SPECIAL TOOLS REQUIRED FOR REMOVING, DISASSEMBLING, AND ADJUSTING EACH TYPE OF SPRINKLER AND VALVE ON THIS PROJECT. 3.3.3.2. ONE (1) QUICK COUPLER KEY AND MATCHING HOSE SWIVEL FOR EACH TYPE OF QUICK COUPLING VALVE INSTALLED. 3.4. LANDSCAPE IRRIGATION AUDIT REPORT: 3.4.1. CONTRACTOR SHALL SUBMIT TO THE OWNER'S REPRESENTATIVE A LANDSCAPE IRRIGATION AUDIT REPORT PREPARED BY A THIRD -PARTY CERTIFIED LANDSCAPE IRRIGATION AUDITOR. 4. WATER SUPPLY: 4.1. GENERAL: 4.1.1. POTABLE WATER SUPPLY SHALL BE CLEAN, FREE OF SUSPENDED PARTICLES, ALGAE, OR CHEMICALS THAT MAY FORM INSOLUBLE PRECIPITATES IN THE EQUIPMENT OR MAY BE DETRIMENTAL TO PLANTINGS. 4.2. WATER SERVICE: 4.2.1. INDIVIDUALLY ASSESSED AREAS AND INDIVIDUALLY OWNED (OR TO BE OWNED) LOTS SHALL HAVE SEPARATELY METERED AND CONTROLLED IRRIGATION SYSTEMS. IRRIGATION SHALL BE CONFINED TO THE INDIVIDUAL AREAS, WITHOUT OVERSPRAY ONTO ADJACENT AREAS OR ACROSS PROPERTY LINES. SPECIAL SITUATIONS MAY BE APPROVED OR REQUIRED BY THE PLANNING DIRECTOR ARCHITECT TO VARY FROM THESE REQUIREMENTS. 4.2.2. CITY APPROVED BACKFLOW PREVENTION UNITS ARE REQUIRED ON ALL IRRIGATION SYSTEMS. INSTALLATION SHALL COMPLY WITH ALL APPLICABLE HEALTH AND SAFETY CODES. 5. GUARANTEE: THE SITE SPRINKLER SYSTEM, INCLUDING WORK DONE UNDER THIS CONTRACT, SHALL BE GUARANTEED IN WRITING AS TO MATERIAL AND WORKMANSHIP, INCLUDING SETTLING OF BACKFILLED AREAS BELOW GRADE FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE ENDING OF THE SPECIFIED MAINTENANCE PERIOD. THE OWNER'S REPRESENTATIVE SHALL DETERMINE THIS DATE AFTER REVIEW OF THE SPECIFIED IRRIGATION WORK. IMMEDIATELY REPAIR DAMAGE TO THE SYSTEM AND SITE CAUSED BY FAULTY MATERIALS OR WORKMANSHIP AT NO COST TO THE OWNER. PROVIDE INSTRUCTION TO THE OWNER'S REPRESENTATIVE AND FUTURE MAINTENANCE PERSONNEL IN THE OPERATION OF THE IRRIGATION SYSTEMS. THE OWNER RETAINS THE RIGHT TO MAKE EMERGENCY REPAIRS WITHOUT RELIEVING THE CONTRACTOR'S GUARANTEE OBLIGATIONS. IN THE EVENT THE CONTRACTOR DOES NOT RESPOND TO THE OWNER'S REQUEST FOR REPAIR WORK UNDER THIS GUARANTEE WITHIN A TIMELY MANNER, THE OWNER MAY MAKE SUCH REPAIRS AS HE MAY DEEM NECESSARY AT THE FULL EXPENSE OF THE CONTRACTOR. 6. MATERIALS: 6.1. GENERAL: 6.1.1. PROVIDE NEW MATERIALS AND EQUIPMENT OF BEST QUALITY OBTAINABLE, WHICH COMPLY WITH DRAWINGS AND SPECIFICATIONS. 6.1.2. NO SUBSTITUTION OF SPECIFIED MATERIALS OR EQUIPMENT SHALL BE MADE WITHOUT REVIEW BY URBAN ARENA AND WRITTEN APPROVAL FROM THE OWNER'S REPRESENTATIVE. 6.2. IRRIGATION PIPE AND FITTINGS: 6.2.1. PVC PIPE: 6.2.1.1. PIPE SHALL BE MADE FROM NSF APPROVED, TYPE I, GRADE II PVC COMPOUND CONFORMING TO ASTM RESIN SPECIFICATION D1784. PIPE SHALL MEET REQUIREMENTS SET FORTH IN FEDERAL SPECIFICATION PS-22-70 WITH AN APPROPRIATE STANDARD DIMENSION RATIO. 6.2.1.2. ALL PLASTIC PIPE SHALL BE CONTINUOUSLY AND PERMANENTLY MARKED WITH THE FOLLOWING INFORMATION: MANUFACTURER'S NAME, NOMINAL PIPE SIZE, SCHEDULE OR CLASS, PRESSURE RATING IN PSI, NSF APPROVAL AND DATE OF EXTRUSION. 6.2.1.3. ALL SOLVENT SHALL BE AS RECOMMENDED BY MANUFACTURER OF PIPE FITTING AND AS APPROVED. USE NO SOLVENT FROM CANS THAT HAVE BEEN OPENED OVERNIGHT. 6.2.1.4. PVC PRESSURE LINES TO BE INSTALLED UNDERGROUND: 6.2.1.4.1. ALL PIPE 2" AND LARGER SHALL BE CLASS 315 6.2.1.4.2. ALL PIPE SMALLER THAN 2" SHALL BE SCH 40 6.2.1.4.3. FITTINGS SHALL BE SCH. 40. 6.2.1.5. PVC NON -PRESSURE LINES TO BE INSTALLED UNDERGROUND: 6.2.1.5.1. ALL PIPE SHALL BE SCH. 40. 6.2.1.5.2. FITTINGS SHALL BE SCH. 40. 6.2.1.6. PVC FITTINGS, SOLVENT WELDED TYPE PVC SCH 40, TYPE II NSF APPROVED, SHALL CONFORM TO ASTM TEST PROCEDURE D 2466. 6.2.1.7. PVC FITTINGS SHALL BEAR THE MANUFACTURER'S NAME OR TRADEMARK, MATERIAL DESIGNATION, SIZE, APPLICABLE I.P.S. SCHEDULE AND NSF APPROVAL. 6.2.1.8. NO CLOSE NIPPLES OR CROSSES SHALL BE USED. PVC NIPPLES SHALL BE BLACK IN COLOR. 6.2.2. BRASS PIPE AND FITTINGS: BRASS PIPE SHALL BE I.P.S. STANDARD WEIGHT, I.P.S., REGULAR, 85% RED BRASS CONFORMING TO ASTM B43. FITTINGS SHALL BE WITH STANDARD 125 POUND CAST BRONZE THREADED FITTINGS. 6.2.3. COPPER PIPE: COPPER PIPE SHALL BE SEAMLESS, TYPE K, HARD DRAWN TUBING. 6.3. IDENTIFICATION TAPE: 6.3.1. MARKER TAPE FOR SLEEVES SHALL BE METALLIC BACKED LOCATING TAPE MARKED "IRRIGATION" IN TWO INCH CAPITAL LETTERS EVERY THREE FEET ALONG THE TAPE. 6.3.2. MARKER TAPE FOR DIRECT BURIAL WIRES SHALL BE RED COLORED "ALLEN MARKING TAPE" OR APPROVED EQUAL. TAPE SHALL BE 3 " WIDE. 6.4. SLEEVING: 6.4.1. PIPE SLEEVES SHALL BE PVC SCH 40 MINIMUM. 6.5. VALVES: 6.5.1. REMOTE CONTROL VALVES AND PRESSURE REGULATING REMOTE CONTROL VALVES SHALL BE THE TYPE, SIZE AND PERFORMANCE SPECIFIED IN THE IRRIGATION LEGEND. 6.5.2. BALL VALVES SHALL BE THE TYPE, SIZE AND PERFORMANCE SPECIFIED IN THE IRRIGATION LEGEND. 6.5.3. CHECK VALVES SHALL BE HUNTER HCV-SERIES. 6.5.4. QUICK COUPLING VALVES SHALL BE THE TYPE, SIZE AND PERFORMANCE SPECIFIED IN THE IRRIGATION LEGEND. 6.5.5. MASTER VALVES SHALL BE THE TYPE, SIZE AND PERFORMANCE SPECIFIED IN THE IRRIGATION LEGEND. 6.5.6. FLUSH / AIR RELIEF VALVES SHALL BE THE TYPE, SIZE AND PERFORMANCE SPECIFIED IN THE IRRIGATION LEGEND. 6.6. VALVE/PULL BOXES: 6.6.1. REMOTE CONTROL VALVE BOXES FOR POTABLE IRRIGATION SYSTEMS SHALL BE MANUFACTURED BY RAINBIRD MODEL VB-STD-B (BLACK BODY) WITH VB-STD-BKL (BLACK LID). 6.6.2. BALL VALVE BOXES FOR POTABLE IRRIGATION SYSTEMS SHALL BE MANUFACTURED BY RAINBIRD MODEL VB-10RND-B (BLACK BODY) WITH VB-10RND-BKL (BLACK LID). 6.6.3. QUICK COUPLING VALVE BOXES FOR POTABLE IRRIGATION SYSTEMS SHALL BE MANUFACTURED BY RAINBIRD MODEL VB-10RND-B (BLACK BODY) WITH VB-10RND-BKL (BLACK LID). 6.6.4. PULL BOXES FOR POTABLE IRRIGATION SYSTEMS SHALL BE MANUFACTURED BY RAINBIRD MODEL VB-10RND-B (BLACK BODY) WITH VB-10RND-BKL (BLACK LID). 6.6.5. MASTER VALVE BOXES FOR POTABLE IRRIGATION SYSTEMS SHALL BE MANUFACTURED BY RAINBIRD MODEL VB-STD-B (BLACK BODY) WITH VB-STD-BKL (BLACK LID). 6.6.6. FLUSH / AIR RELIEF VALVE BOXES FOR POTABLE IRRIGATION SYSTEMS SHALL BE MANUFACTURED BY RAINBIRD MODEL VB-7RND-BK (BLACK BODY WITH BLACK LID). 6.7. SPRINKLER HEADS: SPRINKLER HEADS SHALL BE OF THE TYPE, SIZE AND PERFORMANCE SPECIFIED IN THE IRRIGATION LEGEND. 6.8. BUBBLER HEADS: BUBBLER HEADS SHALL BE OF THE TYPE, SIZE AND PERFORMANCE SPECIFIED IN THE IRRIGATION LEGEND. 6.9. WEATHER SENSING DEVICES: WEATHER SENSING DEVICES SHALL BE THE TYPE, SIZE AND PERFORMANCE SPECIFIED IN THE IRRIGATION LEGEND. 6.10. CONTROL WIRING: 6.10.1. CONVENTIONAL CONTROLLER WIRE: 6.10.1.1. USE DIRECT BURIAL COPPER WIRE AWG-U.F. 600 VOLT, SINGLE CONDUCTOR SOLID COPPER, PLASTIC INSULATED CABLE RATED FOR DIRECT BURIAL APPLICATION, U.F., U.L. APPROVED 14 GAUGE (MINIMUM) PILOT AND SPARE WIRES, 12 GAUGE (MINIMUM) FOR COMMON GROUND RETURN WIRE. WIRE COLOR AS FOLLOWS: COMMON WIRE SHALL BE WHITE, CONTROL WIRES SHALL BE COLOR -CODED ANY COLOR BUT RED OR WHITE. EACH CONTROL WIRE COLOR SHALL BE UNIQUE FROM ALL OTHER CONTROL WIRES. EXTRA CONTROL WIRES SHALL BE RED. 6.10.2. SEALS FOR SPLICES AND SPARE WIRE ENDS SHALL BE "PEN-TITE" WIRE CONNECTORS OR APPROVED EQUAL. 6.11. AUTOMATIC CONTROLLERS: 6.11.1. EACH CONTROLLER SHALL BE OF THE TYPE, SIZE AND PERFORMANCE SPECIFIED IN THE IRRIGATION LEGEND. 6.11.2. CONTROLLER SHALL OPERATE ON SINGLE PHASE, 110 TO 120 VOLT, 60 Hz, ALTERNATING CURRENT, "UL" LISTED, AND SHALL CONTAIN AN "OFF" AND "ON" SWITCH TO SHUT OFF ENTIRE AUTOMATIC WATERING CYCLE WITHOUT INTERRUPTING THE TIMING MECHANISM. OUTPUT SHALL BE 24 VOLTS AC. 6.11.3. CONTROLLERS SHALL BE ENCLOSED IN WEATHERPROOF CORROSION -RESISTANT HOUSING HAVING LOCKING COVER TO PROTECT ALL EQUIPMENT FROM VANDALISM. 6.11.4. CONDUIT FOR 120 VOLT AND 24 VOLT WIRING SHALL BE AS APPROVED BY THE LOCAL BUILDING CODE FOR ELECTRICAL SERVICE AND DISTRIBUTION (PVC PIPE WILL NOT BE ACCEPTABLE FOR USE AS ELECTRICAL CONDUIT). 6.12. PRESSURE REGULATION DEVICE: 6.12.1. PRESSURE REGULATION DEVICE SHALL BE THE TYPE, SIZE AND PERFORMANCE SPECIFIED IN THE IRRIGATION LEGEND. 6.13. BACKFLOW PREVENTION DEVICE: 6.13.1. BACKFLOW PREVENTION DEVICE SHALL BE OF THE TYPE AND SIZE INDICATED ON THE PLANS. BACKFLOW PREVENTION DEVICE SHALL MEET THE STANDARDS SET BY THE STATE OF CALIFORNIA, CALIFORNIA ADMINISTRATIVE CODE, TITLE 17 - "REGULATIONS RELATING TO CROSS CONNECTIONS". 6.13.2. BACKFLOW PREVENTION DEVICE SHALL BE FITTED WITH RESILIENT SEATED TEST COCKS, AND WITH RESILIENT SEATED SHUT-OFF VALVES CAPABLE OF ISOLATING THE DEVICE FROM THE REST OF THE SPRINKLER SYSTEM. 6.14. FLOW SENSING DEVICE: 6.14.1. FLOW SENSING DEVICE SHALL BE THE TYPE, SIZE AND PERFORMANCE SPECIFIED IN THE IRRIGATION LEGEND. 7. INSTALLATION PROCEDURES: 7.1. GENERAL: 7.1.1. IF NO DETAIL IS PROVIDED FOR WORK UNDER THIS CONTRACT, INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS OR RECOMMENDED STANDARD PRACTICE. SUBMIT RECOMMENDED PROCEDURES TO OWNER'S REPRESENTATIVE BEFORE PROCEEDING WITH WORK. 7.1.2. PLANS ARE DIAGRAMMATIC AND APPROXIMATE. VALVES AND OTHER IRRIGATION EQUIPMENT SHALL BE LOCATED IN PLANTING AREAS. PIPING SHALL BE LOCATED ALONG THE INSIDE EDGES OF PLANTING AREAS EXCEPT WHERE NOT FEASIBLE TO DO SO. 7.2. WATER SUPPLY: 7.2.1. CONNECT IRRIGATION SYSTEM TO POINT OF CONNECTION (POC) AT APPROXIMATE LOCATIONS SHOWN ON DRAWINGS. 7.2.2. ALLOW FOR MINOR CHANGES AT POC CAUSED BY ACTUAL SITE CONDITIONS. 7.2.3. VERIFY AVAILABLE WATER PRESSURE AT EACH METER LOCATION PRIOR TO COMMENCING CONSTRUCTION OF IRRIGATION SYSTEMS. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY IF PRESSURE IS NOT THAT WHICH IS INDICATED IN THE DRAWINGS, OR IS NOT SUFFICIENT TO OPERATE SYSTEMS AS DESIGNED. IF NOTIFICATION IS NOT PERFORMED THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ANY REQUIRED REVISIONS. 7.3. ELECTRICAL SUPPLY: 7.3.1. CONNECT POWER AND CONNECTIONS TO THE AUTOMATIC CONTROLLER AS INDICATED ON THE DRAWINGS. 7.3.2. CONTRACTOR SHALL COMPLY WITH APPLICABLE CODES AND ORDINANCES. 7.3.3. CONTRACTOR SHALL COORDINATE WITH OWNER AND OTHER TRADES TO HAVE POWER AVAILABLE TO THE CONTROLLERS WHEN NEEDED. 7.4. TRENCHING: 7.4.1. DIG TRENCHES STRAIGHT AND SUPPORT PIPE CONTINUOUSLY ON BOTTOM OF TRENCH. LAY PIPE TO AN EVEN GRADE. FOLLOW LAYOUT INDICATED ON DRAWINGS. 7.4.2. DEPTH OF TRENCHES SHALL BE SUFFICIENT TO PROVIDE A MINIMUM COVER ABOVE THE TOP OF THE PIPE AS INDICATED IN PIPE DEPTH SECTION UNDER THE IRRIGATION PIPE AND FITTINGS HEADING. 7.4.3. FINISH GRADE OF ALL TRENCHES MUST CONFORM TO ADJACENT GRADES WITHOUT DIPS, SUNKEN AREAS, HUMPS OR OTHER IRREGULARITIES. 7.5. IRRIGATION PIPE AND FITTINGS: 7.5.1. ASSEMBLIES: 7.5.1.1. INSTALL NO MULTIPLE ASSEMBLIES. PROVIDE EACH ASSEMBLY WITH ITS OWN OUTLET. 7.5.1.2. PVC TO METAL CONNECTION SHALL BE BY PVC MALE THREAD ADAPTER FITTING SCREWED INTO METAL FEMALE FITTING, OR BY METAL MALE THREAD ADAPTER FITTING SCREWED INTO PVC FEMALE FITTING. 7.5.1.3. TEFLON TAPE SHALL BE USED ON ALL THREADED PVC TO PVC AND PVC TO METAL JOINTS. 7.5.1.4. REMOVE BURRS FROM PVC PIPE ENDS PRIOR TO CONNECTING OR SOLVENT WELDING. USE SOLVENT MANUFACTURER'S RECOMMENDATIONS FOR CLEANING PIPE ENDS PRIOR TO MAKING SOLVENT WELDED CONNECTIONS. 7.5.1.5. ALL PVC PRESSURE PIPE 2" AND LARGER, SHALL HAVE THE CORRECT SIZED CONCRETE THRUST BLOCK INSTALLED AT EVERY ABRUPT CHANGE OF ALIGNMENT AT BALL VALVES, AT TEES, AT ELBOWS, AND AT ENDS OF PIPE RUNS, AND WHEREVER FIELD CONDITIONS OCCUR WHICH REQUIRE ONE. 7.5.1.6. IRRIGATION CIRCUITS SHALL RUN PARALLEL, OR AS CLOSE TO PARALLEL AS IS PRACTICAL, TO THE CONTOUR LINES. 7.5.2. PIPE DEPTHS: DEPTH OF PIPE SHALL BE SUFFICIENT TO PROVIDE A MINIMUM COVER ABOVE THE TOP OF THE PIPE AS FOLLOWS UNLESS INDICATED DIFFERENTLY ON DRAWINGS OR AS PER CITY OR COUNTY CODES OR REQUIREMENTS: 7.5.2.1. COMMERCIAL/INDUSTRIAL REQUIREMENTS: 7.5.2.1.1. PLANTING AREAS: NON -PRESSURE LINES - 12" OF COVER PRESSURE LINES - 18" OF COVER 7.5.2.1.2. PAVED AREAS: NON -PRESSURE LINES IN SLEEVES - 30" OF COVER PRESSURE LINES IN SLEEVES - 36" OF COVER ELECTRICAL WIRES IN SLEEVES - 36" OF COVER 7.5.3. LINE CLEARANCE: 7.5.3.1. POTABLE IRRIGATION LINES SHALL HAVE A CLEARANCE OF 6" OR MORE FROM EACH OTHER, AND FROM LINES OF OTHER TRADES. 7.5.3.2. PARALLEL IRRIGATION LINES SHALL NOT BE INSTALLED DIRECTLY OVER ONE ANOTHER, OR AGAINST THE SIDES OF THE TRENCH. 7.5.4. FLUSHING AND ADJUSTING SYSTEM: 7.5.4.1. AFTER IRRIGATION PIPELINES AND RISERS ARE IN PLACE AND CONNECTED, AND PRIOR TO INSTALLATION OF IRRIGATION HEADS, OPEN THE CONTROL VALVES AND USE A FULL HEAD OF WATER TO FLUSH OUT SYSTEM. AFTER THE SYSTEM IS THOROUGHLY FLUSHED, RISER SHALL BE CAPPED OFF AND THE SYSTEM PRESSURE TESTED. 7.5.4.2. ADJUST VALVES AND ALIGNMENT AND COVERAGE OF IRRIGATION HEADS. ADJUSTMENTS MAY INCLUDE CHANGES IN NOZZLE SIZES AND DEGREES OF ARC. THESE CHANGES SHALL BE MADE WITHOUT ADDITIONAL COST TO THE OWNER. OBTAIN COVERAGE TEST APPROVAL FROM LANDSCAPE ARCHITECT PRIOR TO PLANTING OR SEEDING. 7.5.4.3. SYSTEMS REQUIRING FLUSHING SHALL ACCOMMODATE THE WATER GENERATED BY THE FLUSHING WITHOUT EROSION OR DISTURBANCE TO THE PLANTING. WATER SHALL BE CHANNELED INTO ADJACENT DRAINAGE STRUCTURES (SWALE, GUTTER, ETC.) WHERE POSSIBLE. 7.5.5. HYDROSTATIC PRESSURE TEST: 7.5.5.1. NOTIFY OWNER'S REPRESENTATIVE 48 HRS PRIOR TO HYDROSTATIC PRESSURE TEST. TESTING SHALL OCCUR PRIOR TO BACKFILLING AND INSTALLATION OF ANY VALVES. 7.5.5.2. NO TESTING SHALL OCCUR, NOR SHALL ANY WATER BE ALLOWED INTO ANY SYSTEM BEFORE THE SOLVENT MANUFACTURER'S RECOMMENDED CURING TIME HAS ELAPSED. 7.5.5.3. TEST ALL PRESSURE LINES UNDER HYDROSTATIC PRESSURE OF 150 LBS PER SQUARE INCH FOR NOT LESS THAN FOUR HOURS. TEST ALL NON -PRESSURE LINES UNDER EXISTING STATIC PRESSURE. 7.5.5.4. IF LEAKS DEVELOP, REPLACE JOINTS AND REPEAT TEST UNTIL SYSTEM IS PROVEN TO BE WATERTIGHT. 7.5.5.5. FURNISH NECESSARY FORCE PUMP AND OTHER TEST EQUIPMENT. 7.5.6. SLEEVES: 7.5.6.1. SLEEVES SHALL BE A MINIMUM OF TWO TIMES LARGER THAN PIPE OR WIRE BUNDLE IT ENCLOSES. ONE PIPE PER SLEEVE. PIPE SIZE SHALL BE 2" MINIMUM. 7.5.6.2. PIPE SLEEVE UNDER EXISTING OR FUTURE PAVING SHALL BE INSTALLED PRIOR TO PAVING OR RE -PAVING AND SHALL EXTEND 12" BEYOND EACH SIDE OF PAVEMENT. THE LETTERS 'E" FOR ELECTRIC AND "W" FOR WATER SHALL BE STAMPED OR CHISELED IN THE PAVEMENT DIRECTLY ABOVE THE SLEEVE ON BOTH SIDES OF THE CROSSING. 7.5.6.3. SLEEVE MARKER: METALLIC BACKED LOCATING TAPE SHALL BE INSTALLED ALONG THE ENTIRE LENGTH OF ALL SLEEVES, 12" DIRECTLY ABOVE SLEEVES. 7.5.6.4. CONTRACTOR SHALL BE RESPONSIBLE FOR SLEEVES AND CHASES UNDER PAVING, THROUGH WALLS, ETC., UNLESS OTHERWISE NOTED. 7.5.7. VALVES: 7.5.7.1. REMOTE CONTROL VALVES AND PRESSURE REDUCING REMOTE CONTROL VALVES: 7.5.7.1.1. VALVES SHALL BE LOCATED IN SHRUB PLANTING AREAS ONLY. 7.5.7.1.2. VALVES SHALL BE GROUPED TOGETHER WHEREVER POSSIBLE AND INSTALLED IN INDIVIDUAL VALVE BOXES. 7.5.7.1.3. WHERE THE PRESSURE AT THE REMOTE CONTROL VALVE EXCEEDS 80 P.S.I. (DUE TO ELEVATION DROPS, ETC.), A PRESSURE REDUCING VALVE SHALL BE USED TO REDUCE PRESSURE TO DESIGN LEVELS. 7.5.7.1.4. VALVES SHALL BE ADJUSTED SO THAT THE MOST REMOTE SPRINKLER HEADS OPERATE AT THE PRESSURE RECOMMENDED BY THE HEAD MANUFACTURER. VALVES SHALL BE ADJUSTED SO A UNIFORM DISTRIBUTION OF WATER IS APPLIED BY THE SPRINKLER HEADS TO THE PLANTING AREAS FOR EACH INDIVIDUAL VALVE SYSTEM. 7.5.7.1.5. PROVIDE A PVC UNION ON THE DOWNSTREAM SIDE OF THE VALVE. CONNECTIONS SHALL BE MADE HORIZONTALLY. 7.5.7.2. BALL VALVES: 7.5.7.2.1. ALL VALVES SHALL BE LOCATED IN SHRUB PLANTING AREAS ONLY. 7.5.7.2.2. BALL VALVES SHALL BE INSTALLED TO DIVIDE THE IRRIGATION SYSTEM INTO CONTROLLABLE UNITS, AND TO AVOID DRAINING LONG RUNS OF PIPING FOR SYSTEM REPAIRS. 7.5.7.3. CHECK VALVES: 7.5.7.3.1. PROVIDE A MANUFACTURER INSTALLED CHECK VALVE IN EACH SHRUB HEAD ON RISER. WHEN A MANUFACTURER INSTALLED CHECK VALVE IS NOT AVAILABLE, OR WHERE THE SYSTEM ELEVATION CHANGE EXCEEDS TEN FEET, PROVIDE AN IN LINE CHECK VALVE ON THE RISER OF EACH SHRUB HEAD ACCORDING TO DETAILS. 7.5.7.3.2. PROVIDE A MANUFACTURER INSTALLED CHECK VALVE IN EACH POP-UP HEAD. WHEN A MANUFACTURER INSTALLED CHECK VALVE IS NOT AVAILABLE, OR WHERE THE SYSTEM ELEVATION CHANGE EXCEEDS EIGHT FEET, PROVIDE AN IN LINE CHECK VALVE ON THE SWING JOINT ASSEMBLY OF EACH POP-UP HEAD ACCORDING TO DETAILS. RESUBMITTED 8/23/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT 22-101385 REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING OSTRUCTURAL MECHANICAL ®PLUMBING []ELECTRICAL ®ENERGY ®ACCESSIBILITY ❑FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. 09/06/22 BY: �^"°"""� DATE: WEST COAST CODE CONSULTANTS, INC. I URBAN ARENA OC SD OAK 11300 Sorrento Valley Road, Suite 230 San Diego, CA 92121 858 625 0112 STATE OF WASHINGTON LICENSED LANDSCAPE ARCHITECT VINCENT DO LICENSE NO. 1316 EXPIRES ON: 1-20-23 L.� �J w o CD z w � N O L LU N 01 w Q U Ocw Lu O z w w w p J U � z (J) U) z�� O Q '-'-' CD O � 00 01- LLJ jj 0 u O N LU W < LLI N O o w O I ILD_ LL Q Q LL1LL � Li OO Q n REVISIONS 06-20-22 2ND CITY SUBMITTAL A A 0 SHEET TITLE IRRIGATION SPECIFICATIONS SHEET NUMBER L2,0 2 1 DATE / TIME OF PLOT (PST): 6/16/2022 4:25 PM FILE NAME: S:\2022 Projects\22-002 Commons In Line Majors CDs\Landscape\Pending Submittal\22-002_IRRIGATION SPECIFICATIONS.dwg 7.5.7.4. QUICK COUPLING VALVES: 7.5.7.4.1. QUICK COUPLING VALVES SHALL BE LOCATED IN SHRUB PLANTING AREAS ONLY. 7.5.7.4.2. QUICK COUPLING VALVES SHALL BE SET APPROXIMATELY 12" FROM WALKS, CURBS, HEADERS, OR PAVED AREAS WHERE APPLICABLE. 7.5.7.5. MASTER VALVES: 7.5.7.5.1. MASTER VALVES SHALL BE LOCATED IN SHRUB PLANTING AREAS ONLY. 7.5.7.5.2. MASTER VALVES SHALL BE SET APPROXIMATELY 12" FROM WALKS, CURBS, HEADERS, OR PAVED AREAS WHERE APPLICABLE. 7.5.8. VALVE/PULL BOX: 7.5.8.1. VALVE BOXES SHALL BE SET ONE AND ONE HALF INCH (1 1/2'.) ABOVE THE DESIGNATED FINISH GRADE IN SHRUB AREAS. 7.5.8.2. VALVE BOXES ADJACENT TO WALKS OR PAVING SHALL NOT BE INSTALLED HIGHER THAN FINISH SURFACE OF ADJACENT WALK OR PAVING. 7.5.8.3. INDICATE ON VALVE BOX LID EITHER P.B. FOR PULL BOX, B.V. FOR BALL VALVE, OR THE IDENTIFICATION NUMBER OF THE REMOTE CONTROL VALVE AND CONTROLLER CLOCK. LETTERS SHALL BE 3" HIGH, 1/2" WIDE AND BURNED INTO THE LID WITH A SOLDERING IRON OR ENGRAVED INTO THE LID WITH A ROUTER. 7.5.9. SPRINKLER HEADS: 7.5.9.1. SPRINKLER HEADS AND RISERS SHALL BE INSTALLED ACCORDING TO DETAILS. 7.5.9.2. SPACING OF IRRIGATION HEADS SHALL NOT EXCEED MAXIMUMS PER THE IRRIGATION LEGEND. 7.5.9.3. INSTALL SPRINKLER HEADS 12" FROM ANY VERTICAL SURFACE (WALLS, FENCES, BUILDINGS, ETC.). 7.5.9.4. INSTALL POP-UP TYPE HEADS ADJACENT TO WALKS, PAVING, HEADERS, GLAZING, AND TOP OF RETAINING WALLS TYPICALLY. 7.5.9.5. TOP OF POP-UP TYPE HEADS ADJACENT TO WALKS OR PAVING SHALL NOT BE HIGHER THAN FINISH SURFACE OF ADJACENT WALK OR PAVING. 7.5.9.6. CONTRACTOR SHALL ADJUST ALL IRRIGATION HEADS TO FULLY COVER ALL PLANTING AREAS AND NOT THROW ONTO WALKS, BUILDINGS OR WINDOWS WHEREVER POSSIBLE. IRRIGATION SYSTEMS SHALL NOT SPRAY WATER ACROSS SUBDIVISION BOUNDARY LINES. WHERE ON -SITE FIELD CONDITIONS REQUIRE CHANGES, HEADS SHALL BE ADDED OR DELETED IN ACCORDANCE WITH THE MAXIMUM SPACING LIMITS ESTABLISHED IN THE IRRIGATION LEGEND. PIPE SIZING SHALL BE ADJUSTED ACCORDINGLY. WATER VELOCITY IN PIPES SHALL NOT EXCEED 5 FEET PER SECOND AND FLOW SHALL NOT EXCEED RECOMMENDED MAXIMUM OF REMOTE CONTROL VALVE SIZE. 7.5.9.7. IRRIGATION HEADS WITHIN A CIRCUIT SHALL HAVE A UNIFORM PRECIPITATION RATE. DO NOT INTERMIX DIFFERENT TYPES OR BRANDS OF IRRIGATION HEADS ON THE SAME CIRCUIT. 7.5.10. BUBBLER HEADS: 7.5.10.1. BUBBLER HEADS AND RISERS SHALL BE INSTALLED ACCORDING TO DETAILS. 7.5.10.2. TOP OF POP-UP TYPE HEADS ADJACENT TO WALKS OR PAVING SHALL NOT BE HIGHER THAN FINISH SURFACE OF ADJACENT WALK OR PAVING. 7.5.10.3. CONTRACTOR SHALL ADJUST ALL IRRIGATION HEADS TO NOT THROW ONTO WALKS, BUILDINGS OR WINDOWS WHEREVER POSSIBLE. IRRIGATION SYSTEMS SHALL NOT SPRAY WATER ACROSS SUBDIVISION BOUNDARY LINES. WATER VELOCITY IN PIPES SHALL NOT EXCEED 5 FEET PER SECOND AND FLOW SHALL NOT EXCEED RECOMMENDED MAXIMUM OF REMOTE CONTROL VALVE SIZE. 7.5.10.4. IRRIGATION HEADS WITHIN A CIRCUIT SHALL HAVE A UNIFORM PRECIPITATION RATE. DO NOT INTERMIX DIFFERENT TYPES OR BRANDS OF IRRIGATION HEADS ON THE SAME CIRCUIT. 7.5.11. WEATHER SENSING DEVICES: WEATHER SENSING DEVICES SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS. 7.5.12. CONTROL WIRING: 7.5.12.1. GENERAL: 7.5.12.1.1. INSTALL WIRING IN SAME TRENCH AS PRESSURE SUPPLY LINES WHEREVER POSSIBLE. 7.5.12.1.2. THERE SHALL BE EIGHTEEN INCHES (18") COVERAGE OF EARTH OVER THE 24-VOLT CONTROL WIRE. INSTALL WIRE IN TRENCH AND TAPE TO MAIN LINES ON SIDE OF PIPE, WHERE APPLICABLE, AT 10" INTERVALS. 7.5.12.1.3. NO SPLICES SHALL BE MADE BETWEEN THE CONTROLLER AND AUTOMATIC CONTROL VALVES UNLESS NECESSARY FOR DISTANCES OF OVER 1000' AND THEN SHALL CONFORM TO SECTIONS D AND F BELOW. 7.5.12.1.4. ALL SPLICES SHALL BE ENCASED IN WATERPROOF CONNECTORS PER APPROVED MATERIALS. 7.5.12.1.5. TRENCH MARKER: WHEN CONTRACTOR CANNOT INSTALL CONTROL WIRES IN THE SAME TRENCH AS THE PRESSURE SUPPLY LINES, ALL DIRECT BURIAL WIRES SHALL BE MARKED WITH A CONTINUOUS RED COLORED TRENCH MARKER PLASTIC TAPE PLACED NINE INCHES (9") BELOW FINISHED GRADE DIRECTLY ABOVE THE BURIED WIRES. 7.5.12.1.6. IN LINE WIRE SPLICES SHALL BE MADE ONLY IN PULL BOXES OR VALVE BOXES. 7.5.12.1.7. ALL WIRES IN PULL BOXES SHALL BE LOOSE AND SHALL NOT COME WITHIN THREE INCHES (3") FROM LID. BOXES SHALL BE SIZED ACCORDINGLY TO ACCOMMODATE THIS REQUIREMENT. 7.5.12.1.8. TESTING: ALL WIRING SHALL BE TESTED FOR CONTINUITY, OPEN CIRCUITS, AND UNINTENTIONAL GROUNDS PRIOR TO CONNECTING TO EQUIPMENT. THE MINIMUM INSULATION RESISTANCE TO GROUND SHALL BE FIFTY (50) MEGAOHMS. ANY WIRING NOT MEETING THIS REQUIREMENT SHALL BE REPLACED, AT THE CONTRACTOR'S EXPENSE. 7.5.13. BACKFILLING: 7.5.13.1. DO NOT BACKFILL THE PIPE JOINTS UNTIL THE SYSTEM HAS BEEN PRESSURE TESTED AND ACCEPTED. 7.5.13.2. MECHANICALLY COMPACT BACKFILL FOR TRENCHING TO DRY DENSITY EQUIVALENT TO ADJACENT UNDISTURBED SOIL, AND MEET ADJACENT GRADES WITHOUT SUNKEN AREAS, HUMPS OR OTHER IRREGULARITIES. 7.5.13.3. PLACE 6" OR MORE OF CLEAN SOIL, FREE OF DEBRIS, ROCK, ETC. AS INITIAL BACKFILL ON PRESSURE SUPPLY LINES. 7.5.13.4. PLACE FINE GRANULAR MATERIAL WITH NO FOREIGN MATTER LARGER THAN 1/2" IN SIZE AS INITIAL BACKFILL ON ALL NON -PRESSURE LINES. 7.5.13.5. PLACE A MINIMUM OF 6" OF SAND ON PIPES LOCATED UNDER AREAS WHERE PAVING WILL BE INSTALLED. USE SPECIFIED INITIAL BACKFILL FOR REMAINING FILL AS NECESSARY. 7.5.13.6. INSTALL PIPING UNDER EXISTING WALKS BY JETTING OR BORING. IF CUTTING OR BREAKING OF WALKS IS NECESSARY, IT SHALL BE DONE AND REPLACED AS A PART OF THIS CONTRACT. OBTAIN PERMISSION FROM OWNER'S REPRESENTATIVE BEFORE PROCEEDING. 7.5.14. AUTOMATIC CONTROLLERS: 7.5.14.1. THE AUTOMATIC CONTROLLER SHALL BE INSTALLED AT THE APPROXIMATE LOCATION SHOWN ON THE PLAN IN A MANNER RECOMMENDED BY THE MANUFACTURER. CONTRACTOR SHALL CONNECT REMOTE CONTROL VALVES TO CONTROLLER TO CORRESPOND WITH THE STATION NUMBERS, IN THE SEQUENCE SHOWN ON THE PLANS. 7.5.14.2. CONTROLLERS SHALL BE PROGRAMMED SO WATERING WILL NOT INTERFERE WITH CONSTRUCTION OR NORMAL USE OF THE PROPERTY. 7.5.14.3. ALL LOCAL AND OTHER APPLICABLE CODES SHALL TAKE PRECEDENCE IN CONNECTION OF THE 110 VOLT ELECTRICAL SERVICE TO THE CONTROLLER. OWNER SHALL PROVIDE POWER TO THE CONTROLLER. CONTRACTOR SHALL COMPLETE HOOK-UP TO THE CONTROLLER. 7.5.14.4. ALL CONTROL CIRCUITS SHALL BE DESIGNED TO OPERATE ONE VALVE AT A TIME. 7.5.15. PRESSURE REGULATION DEVICES: 7.5.15.1. PRESSURE REGULATION DEVICES SHALL BE INSTALLED ON ANY SYSTEMS WITH A STATIC INLET PRESSURE AT THE POINT OF CONNECTION GREATER THAN 80 PSI. PRESSURE SHALL BE REGULATED TO A PRESSURE ADEQUATE TO OPERATE THE EQUIPMENT AT DESIGNED PRESSURES WITH ALL INCIDENTAL AND LINE LOSSES INCLUDED. 7.5.15.2. PRESSURE REGULATION DEVICES SHALL BE INSTALLED ABOVE GROUND, IN LINE WITH THE BACKFLOW PREVENTION DEVICE, MAKING ONE COMPLETE ASSEMBLY. 7.5.15.3. ADJUST PRESSURE REGULATION DEVICES TO ACHIEVE 10 PSI MORE THAN THE MINIMUM HEAD OPERATION PRESSURE FOR EACH TYPE OF HEAD AT THE HIGHEST SYSTEM AND/OR HIGHEST AND LARGEST SYSTEM. SEE IRRIGATION LEGEND FOR THE LOWEST OPERATING PRESSURE RANGE OF EACH HEAD TYPE. 7.5.16. BACKFLOW PREVENTION UNITS: 7.5.16.1. BACKFLOW PREVENTER ASSEMBLIES SERVING POTABLE WATER SHALL BE LOCATED IN SHRUB AREAS. FINAL LOCATION SHALL BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 7.5.17. FLOW SENSING DEVICE: 7.5.17.1. FLOW SENSING DEVICE SHALL BE LOCATED IN SHRUB AREAS DOWNSTREAM OF MASTER VALVE. 7.5.18. CLEAN-UP: 7.5.18.1. UPON COMPLETION OF WORK IN THIS SECTION, CONTRACTOR SHALL REMOVE ALL RUBBISH, TRASH, AND DEBRIS RESULTING FROM THE OPERATIONS; REMOVE UNUSED EQUIPMENT AND IMPLEMENTS OF SERVICE; LEAVE ENTIRE AREA INVOLVED IN A NEAT AND ACCEPTABLE CONDITION SUCH AS TO MEET THE APPROVAL OF THE OWNER'S REPRESENTATIVE. 8.1.2. LANDSCAPE SHALL BE MAINTAINED TO ENSURE WATER -USE EFFICIENCY. 8.1.3. A REGULAR MAINTENANCE SCHEDULE SHALL BE SUBMITTED WITH THE CERTIFICATE OF COMPLETION. 8.1.4. REPAIR OF ALL IRRIGATION EQUIPMENT SHALL BE DONE WITH THE ORIGINALLY INSTALLED COMPONENTS OR THEIR EQUIVALENTS OR WITH COMPONENTS WITH GREATER EFFICIENCY. 8.2. BASIC IRRIGATION MAINTENANCE PROCEDURES 8.2.1. CONTROLLER 8.2.1.1. OPEN AND CLEAN OUT CONTROLLER'S CABINET. 8.2.1.2. IF NEEDED, REPLACE THE BACK-UP BATTERY. 8.2.1.3. IF NEEDED, UPDATE DATE AND TIME. 8.2.1.4. CHECK THE CONNECTION ON ALL WIRES AND ENSURE SENSORS ARE CONNECTED. 8.2.1.5. CHANGE THE SCHEDULE TO REFLECT THE CURRENT SEASON AND IRRIGATION NEEDS OF THE LANDSCAPE. 8.2.2. VALVES (BUBBLER AND SPRINKLER VALVES) 8.2.2.1. REMOVE THE LAST HEAD AND TURN ON EACH ZONE/VALVE FOR A FEW MINUTES TO FLUSH OUT DIRT AND DEBRIS. 8.2.2.2. REPLACE THE LAST HEAD OF ALL ZONES, TURN ON EACH ZONE, AND LOOK FOR ANY SYSTEM DAMAGE (I.E. LEAKS, DAMAGED PIPE, DAMAGED OR MISSING NOZZLES, ETC.). 8.2.2.2.1. REPAIR OR REPLACE DAMAGED OR MISSING NOZZLES. 8.2.2.2.2. CLEAN BUILT-IN SCREENS, REPLACE IF NECESSARY, AND REPLACE CLOGGED NOZZLES. 8.2.2.2.3. INSPECT VALVES AND PIPES FOR LEAKS. REPAIR OR REPLACE IN NECESSARY. 8.2.2.2.4. INSPECT VALVE COVERS AND VALVE BOXES. REPLACE AS NECESSARY. 8.2.2.2.5. INSPECT VALVE ELECTRICAL CONNECTIONS. REPAIR OR REPLACE IF NECESSARY. 8.2.2.3. MAKE THE NECESSARY ADJUSTMENTS AND REPAIRS TO THE SYSTEM IN ORDER TO APPLY THE WATER AS EVENLY AS POSSIBLE. 8.2.3. DRIP CONTROL ZONE KITS (DRIP VALVES) 8.2.3.1. OPEN/REMOVE ALL EXHAUST HEADER FLUSH VALVES AND TURN ON EACH ZONE FOR A FEW MINUTES TO FLUSH OUT ANY DIRT OR DEBRIS. 8.2.3.2. CLOSE/REPLACE FLUSH VALVES OF ALL ZONES, TURN ON EACH ZONE, AND INSPECT SYSTEM FOR DAMAGE (I.E. LEAKS, DAMAGED PIPE, DAMAGED OR MISSING NOZZLES, ETC.). 8.2.3.2.1. INSPECT FOR PINCHED OR BROKEN TUBING AND STRAIGHTEN OR REPLACE. 8.2.3.2.2. ENSURE ALL CONNECTIONS ARE SECURE. 8.2.3.2.3. ENSURE PROPER OPERATION OF FLUSH VALVES AND AIR RELIEF VALVES. REPAIR OR REPLACE AS NECESSARY. 8.2.3.2.4. SERVICE BUILT-IN VALVE FILTERS/STRAINERS. IF DAMAGED, REPLACE WITH APPROPRIATE FILTER. 8.2.3.2.5. INSPECT VALVES AND PIPES FOR LEAKS. REPAIR OR REPLACE AS NECESSARY. 8.2.3.2.6. INSPECT VALVE COVERS AND VALVE BOXES. REPLACE AS NECESSARY. 8.2.3.2.7. INSPECT VALVE ELECTRICAL CONNECTIONS. REPAIR OR REPLACE AS NECESSARY. 8.2.3.3. MAKE THE NECESSARY ADJUSTMENTS AND REPAIRS TO THE SYSTEM IN ORDER TO APPLY THE WATER AS EVENLY AS POSSIBLE. IRRIGATION AUDIT SCHEDULE 9.1. GENERAL 9.1.1. AT A MINIMUM, AUDITS SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA LANDSCAPE WATER MANAGEMENT PROGRAM AS DESCRIBED IN THE "LANDSCAPE IRRIGATION AUDITOR, 3RD EDITION" WHICH IS HEREBY INCORPORATED BY THIS REFERENCE. (LANDSCAPE IRRIGATION AUDITOR, FEBRUARY 01, 2013, 3RD EDITION.) 9.1.2. LANDSCAPE IRRIGATION AUDITS SHALL BE CONDUCTED BY A THIRD -PARTY CERTIFIED LANDSCAPE IRRIGATION AUDITOR AT THE COMPLETION OF THE IRRIGATION SYSTEM INSTALLATION AND AT LEAST ONCE EVERY FIVE YEARS THEREAFTER. RESUBMITTED 8/23/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT 22-101385 REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING ESTRUCTURAL ®MECHANICAL ®PLUMBING []ELECTRICAL ®ENERGY ®ACCESSIBILITY ❑FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. 09/06/22 BY: 1^iP""-� DATE URBAN ARENA OC SD OAK 11300 Sorrento Valley Road, Suite 230 San Diego, CA 92121 858 625 0112 I— z W U STATE OF WASHINGTON LICENSED LANDSCAPE ARCHITECT Or— 01 LL1 LL1 V w z O 1 Ocoo 2 U) z O O U W VINCENT DO LICENSE NO. 1316 EXPIRES ON: 1-20-23 0 0 Lu Of 0 LJ U Lu X LJ 10 M Q W Q W LL REVISIONS 0 0 0 0 0 N N rn U O C� Lu 0 Z Q LL1 z LL1 U O Q co O O 00 O>� Q LLl C) LU LL N O O N N U Lu O o' CL 06-20-22 2ND CITY SUBMITTAL SHEET TITLE IRRIGATION SPECIFICATIONS SHEET NUMBER L2,0 2 2 8. IRRIGATION MAINTENANCE SCHEDULE 8.1. GENERAL 8.1.1. MAINTENANCE PROCEDURES SHALL BE PERFORMED ON A MONTHLY BASIS. DATE / TIME OF PLOT (PST): 6/16/2022 4:25 PM FILE NAME: S:\2022 Projects\22-002 Commons In Line Majors CDs\Landscape\Pending Submittal\22-002_IRRIGATION SPECIFICATIONS.dwg WEST COAST CODE CONSULTANTS, INC. EXISTING TREE SCHEDULE EXISTING TREES TO BE REMOVED BOTANICAL NAME PRUNUS CERASIFERA PRUNUS CERASIFERA QUERCUS PALUSTRIS EXISTING TREES - PROTECT IN PLACE BOTANICAL NAME (OUTSIDE OF SCOPE) QUERCUS PALUSTRIS URBAN COMMON NAME SIZE CITY ARENA CHERRY PLUM 1 "- 6" D 23 CHERRY PLUM >6"- 12" D 3 PIN OAK 8" D 1 OC SD OAK COMMON NAME PIN OAK SIZE �61 2 RESUBMITTED 8/23/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT 22-101385 REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING OSTRUCTURAL MECHANICAL ®PLUMBING ELECTRICAL ®ENERGY ®ACCESSIBILITY ❑FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,, OR®LOCAL REGULATIONS. BY x- C. DATE:09/06/22 : WEST COAST CODE CONSULTANTS, INC. 1 "=20'-0"SCALE NORTH 0 20 40 11300 Sorrento Valley Road, Suite 230 San Diego, CA 92121 858 625 0112 STATE OF WASHINGTON LICENSED LANDSCAPE ARCHITECT VINCENT DO LICENSE NO. 1316 EXPIRES ON: 1-20-23 ry W W V W o 0 zW � N O N 01 W Q U �/ ry Lu O w z w w W 0 J U 10 z (J) Q U) z�ry O Q '-'-' CD O 0 Co �Jw< OQv� U0 LLJ O N " LU W < LU N O W O O I ILLL LLJW L Q Q w O Q D_ 0 REVISIONS 0 0 0 0 0 SHEET TITLE TREE REMOVAL AND PROTECTION PLAN SHEET NUMBER L3,000 DATE / TIME OF PLOT (PST): 6/16/2022 4:25 PM FILE NAME: S:\2022 Projects\22-002 Commons In Line Majors CDs\Landscape\Pending Submittal\22-002_PLANTING PLAN.dwg PLANT SCHEDULE TREES BOTANICAL NAME SHRUBS O O O O COMMON NAME SIZE QTY REMARKS WATER USE MATURE WIDTH ACER TRUNCATUM X PLATANOI DES 'WARREN RED' TM PACIFIC SUNSET MAPLE 1.75" CAL B&B 16 MEDIUM 15 - 25' W. QUERCUS PALUSTRIS PIN OAK 7' H B&B 6 MEDIUM - HIGH 25 - 40' W. BOTANICAL NAME COMMON NAME SIZE SPACING QTY REMARKS WATER USE MATURE WIDTH BERBERIS THUNBERGII 'CRIMSON PYGMY' CRIMSON PYGMY JAPANESE BARBERRY 2 GAL 36" o.c. 205 DT LOW - MEDIUM 1 - 3' W. JUNIPERUS X PFITZERIANA 'DAUB'S FROSTED' DAUB'S FROSTED PFITZER JUNIPER 5 GAL 54" o.c. 31 DT MEDIUM 3 - 6' W. LONICERA NITIDA 'BAGGESEN'S GOLD' BOXLEAF HONEYSUCKLE 2 GAL 54"o.c. 10 LOW - MEDIUM 3 - 6' W. PICEA ABIES 'PUMILA' DWARF GLOBE NORWAY SPRUCE 2 GAL 36" o.c. 41 MEDIUM 3 - 6" W. PRUNUS LAUROCERASUS 'OTTO LUYKEN' OTTO LUYKEN ENGLISH LAUREL 2 GAL 54" o.c. 167 DT MEDIUM 3 - 10' W. VACCINIUM OVATUM EVERGREEN HUCKLEBERRY 2 GAL 48" o.c. 19 DT / NTV LOW - HIGH 3 - & W. BOTANICAL NAME COMMON NAME SIZE SPACING QTY REMARKS WATER USE MATURE WIDTH A CLEMATIS ARMANDII A PARTHENOCISSUS TRICUSPIDATA GROUND COVERS BOTANICAL NAME ARCTOSTAPHYLOS UVA-URSI NOTES: EVERGREEN CLEMATIS 15 GAL 24" o.c. 8 DT MEDIUM 10'- 15' W. BOSTON IVY 1 GAL 48" o.c. 1 DT LOW - MEDIUM 6 - 10' W. COMMON NAME SIZE SPACING QTY REMARKS WATER USE MATURE WIDTH KINNIKINNICK 4" POT 24" o.c. 165 DT / NTV LOW - MEDIUM 10 - 15' W. A. ALL SHRUBS SHALL BE FULL AND WELL BRANCHED WITH A MINIMUM SPREAD AND HEIGHT PER LATEST ISSUE OF AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY AMERICAN ASSOCIATION OF NURSERYMEN (ANSI Z60.1) B. PLANTS WITH THE DT DESIGNATION ARE CONSIDERED TO BE LOW WATER USE PLANTS ONCE ESTABLISHED C. PLANTS WITH THE NTV DESIGNATION ARE NATIVE TO THE PACIFIC NORTHWEST RESUBMITTED 8/23/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT 22-101385 REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING 19STRUCTURAL ®MECHANICAL ®PLUMBING ❑ELECTRICAL ®ENERGY ®ACCESSIBILITY ❑FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR REGULATIONS. BY: �-� -Y- (7-C - DATE:09/06/22 WEST COAST CODE CONSULTANTS, INC. 1 "=20'-0"SCALE 0 20 40 NORTH O URBAN ARENA OC SD OAK 11300 Sorrento Valley Road, Suite 230 San Diego, CA 92121 858 625 0112 STATE OF WASHINGTON LICENSED LANDSCAPE ARCHITECT VINCENT DO LICENSE NO. 1316 EXPIRES ON: 1-20-23 Of UJ UJ (J w O O zW � N O d' LU N 01 W Q U Lu O w z w w W 0 J U 2 Ln �� z Q U) z�ry O Q '-'-' CD O 0 00 �Jw< 0 u U O N " LU W < LLI N O W O O I ILLL LL]di L Q Q w O Q d 0 REVISIONS A 0 0 0 0 SHEET TITLE PLANTING PLAN SHEET NUMBER DATE / TIME OF PLOT (PST): 6/16/2022 4:25 PM FILE NAME: S:\2022 Projects\22-002 Commons In Line Majors CDs\Landscape\Pending Submittal\22-002_PLANTING PLAN.dwg CONCEPT PLANT SCHEDULE BUILDING PERIMETER SPECIES (TYPE III LANDSCAPE) BERBERIS THUNBERGII 'CRIMSON PYGMY' / CRIMSON PYGMY JAPANESE BARBERRY LOLIUM PERENNE FINE FESCUE MIX / 80% PERENNIAL RYEGRASS 20% FINE FESCUE MIX LONICERA NITIDA'BAGGESEN'S GOLD' / BOXLEAF HONEYSUCKLE PICEA ABIES 'PUMILA' / DWARF GLOBE NORWAY SPRUCE PRUNUS LAUROCERASUS 'OTTO LUYKEN' / OTTO LUYKEN ENGLISH LAUREL DROUGHT TOLERANT SPECIES (TYPE III LANDSCAPE) ARCTOSTAPHYLOS UVA-URSI / KINNIKINNICK BERBERIS THUNBERGII 'CRIMSON PYGMY' / CRIMSON PYGMY JAPANESE BARBERRY JUNIPERUS X PFITZERIANA 'DAUB'S FROSTED' / DAUB'S FROSTED PFITZER JUNIPER VACCINIUM OVATUM / EVERGREEN HUCKLEBERRY PARKING ISLAND SPECIES (TYPE IV LANDSCAPE) BERBERIS THUNBERGII 'CRIMSON PYGMY' / CRIMSON PYGMY JAPANESE BARBERRY PRUNUS LAUROCERASUS 'OTTO LUYKEN' / OTTO LUYKEN ENGLISH LAUREL DROUGHT TOLERANT LANDSCAPE AREA = 1,589 SF = 26% TOTAL PLANTING AREA = 6,047 SF PARKING LOT ISLAND AND LANDSCAPE CALCULATIONS 1❑ 113 SF 2❑ 158 SF 3❑ 284 SF ® 253 SF 5❑ 305 SF © 246 SF 7❑ 305 SF ® 308 SF 1,972 SF / 85 PARKING STALLS = 23 SF PER STALL AUTOCENTER NOTE: * PARKING LOT ISLAND 2 ONLY CONTAINS ONE TREE DUE TO UTILITIES * PARKING LOT ISLAND 3 AND 7 DOES NOT CONTAIN TREES DUE TO UTILITY CONFLICT RESUBMITTED 8/23/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT 22-101385 REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING 19STRUCTURAL ®MECHANICAL ®PLUMBING ❑ELECTRICAL ®ENERGY ®ACCESSIBILITY ❑FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,(OR®LOCAL REGULATIONS. BY: 7,W- •f� DATE:09/06/22 WEST COAST CODE CONSULTANTS, INC. I 1 "=20'-0"SCALE 0 20 40 NORTH O URBAN ARENA OC SD OAK 11300 Sorrento Valley Road, Suite 230 San Diego, CA 92121 858 625 0112 STATE OF WASHINGTON LICENSED LANDSCAPE ARCHITECT VINCENT DO LICENSE NO. 1316 EXPIRES ON: 1-20-23 Of w w �J w o 0 z w � N O d' LU N 01 w Q U Ocw Lu O z w w w p J U 10 z (J) U) z�ry O Q '-'-' CD O 0 00 �Jw< OQv� U� O N " LU LLI N O w O O I ILLL LL]di L Q QD:f w O Q o_ 0 REVISIONS 0 0 0 0 0 SHEET TITLE PERIMETER LANDSCAPE TYPOLOGIES PLAN SHEET NUMBER L3,002 DATE / TIME OF PLOT (PST): 6/16/2022 4:25 PM FILE NAME: S:\2022 Projects\22-002 Commons In Line Majors CDs\Landscape\Pending Submittal\22-002_PLANTING PLAN.dwg E❑ 1/2 O.C. SPACING DISTANCE ❑2 WALK OR CURB ❑3 TILLED AND AMENDED SOIL, SEE PLANTING SPECIFICATIONS ® UNDISTURBED NATIVE SOIL SUBGRADE ❑5 MULCH LAYER - SEE PLANTING SPECIFICATIONS © PLANT MATERIAL - SEE PLANT LEGEND FOR TYPE AND SIZE ❑f O.C. SPACING DISTANCE - SEE PLANT LEGEND C I GROUNDCOVER SECTION PLAN LI (4) BLACK CINCH -TIES WITH ONE TWIST NAILED TO STAKES WITH GALVANIZED ROOFING NAIL 2❑ CUT TOP OF STAKE 6" BELOW TREE CANOPY s❑ (2) 2" DIA. X 10' LONG LODGE POLES - PLACE OUTSIDE ROOTBALL ® TOP OF ROOTBALL SHALL BE SET 1 "-2" ABOVE FINISH GRADE ❑s MULCH IF REQUIRED - SEE PLANTING SPECIFICATIONS. KEEP MULCH 4" AWAY FROM ROOT CROWN OF TREE © 4" HIGH WATER BASIN, REMOVE ONCE PLANT IS ESTABLISHED ❑� CURB OR PAVING ® ROOT BARRIER Q BACKFILL MIX PER SOIL TEST 10 FERTILIZER PACKETS 11 PLACE ROOTBALL ON NATIVE SUBGRADE 12 TREE TRUNK IR•l1701 A. TYPICAL TREE PLANTING FOR TREES 36" BOX SIZE AND SMALLER 1 12 PREVAILING WIND 3 A I TREE W/ ROOT BARRIER (STAKED) 1/4" = V-0" l❑ MULCH LAYER (SEE PLANTING SPECIFICATIONS). MULCH SHALL BE KEPT 3" AWAY FROM BASE OF SHRUB ❑z 2" HIGH WATER BASIN, REMOVE ONCE PLANT IS ESTABLISHED ❑3 FINISH GRADE ® BACKFILL MIX PER SOIL TEST ❑s FERTILIZER PACKETS PER PLANTING SPECIFICATIONS © PLACE ROOTBALL ON NATIVE SUBGRADE. TOP OF ROOTBALL SHALL BE SET 1-2" ABOVE FINISH GRADE P-21-09' 1/2" = 1'-0" 1 B SHRUB PLANTING 1/2" = V-0" RESUBMITTED 8/23/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT 22-101385 REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING IDSTRUCTURAL MECHANICAL ®PLUMBING ❑ELECTRICAL ®ENERGY ®ACCESSIBILITY ❑FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. BY: 2�w- �- DATE:O9/06/22 URBAN ARENA OC SD OAK 11300 Sorrento Valley Road, Suite 230 San Diego, CA 92121 858 625 0112 STATE OF WASHINGTON LICENSED LANDSCAPE ARCHITECT VINCENT DO LICENSE NO. 1316 EXPIRES ON: 1-20-23 w w �J w o 0 zW � N O LU N 01 W Q U �/ ry Lu O w z w w W 0 J U 10 z (J) Q U) z�ry O Q '-'-' CD O 0 00 �Jw< OQv� U0 LLJ O N " LU W < LU N O W O O I ILLL LLJW L Q Q w O Q o_ 0 REVISIONS 06-20-22 2ND CITY SUBMITTAL 0 0 0 0 0 SHEET TITLE PLANTING DETAILS DATE / TIME OF PLOT (PST): 6/16/2022 4:25 PM FILE NAME: S:\2022 Projects\22-002 Commons In Line Majors CDs\Landscape\Pending Submittal\22-002_PLANTING DETAILS.dwg WEST COAST CODE CONSULTANTS, INC. I SHEET NUMBER L3,011 LANDSCAPE PLANTING SPECIFICATIONS 1. SCOPE: PROVIDE LABOR, MATERIALS, TOOLS, PERMITS, TAXES AND ALL OTHER COSTS CONSIDERED AS NECESSARY TO COMPLETE PLANTING WORK AS INDICATED AND SPECIFIED WITHIN THESE PLANS BY URBAN ARENA. THE INSTALLATION SHALL BE COMPLETE IN EVERY RESPECT TO THE SATISFACTION OF THE OWNER. 2. GENERAL CONDITIONS: 2.1. THE CONTRACTOR SHALL BE LICENSED OR CERTIFIED BY THE STATE OF CALIFORNIA, FOR THE TYPE OF WORK SHOWN ON THE PLANS. 2.2. THE CONTRACTOR SHALL CARRYALL NECESSARY COMPENSATION AND LIABILITY INSURANCE TO COVER HIS WORKERS AND INSTALLATION SO AS TO OFFER FULL PROTECTION TO THE OWNER FROM ANY POSSIBLE DAMAGE SUIT OR LIEN ON THE OWNER'S PROPERTY. 2.3. LOCAL, MUNICIPAL AND STATE CODES, LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY MADE A PART OF THESE PLANS AND SPECIFICATIONS. 2.4. THE PLANTING DESIGN AS INDICATED ON THE PLANS IS DIAGRAMMATIC. SCALED DIMENSIONS ARE APPROXIMATE. VERIFY ALL SITE DIMENSIONS PRIOR TO PROCEEDING WITH THE WORK. 2.5. DO NOT PROCEED WITH ANY WORK SHOULD THERE BE ANY UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DISCREPANCIES FOUND ON THE SITE OR ANY DISCREPANCIES WITHIN THE PLANS. IMMEDIATELY BRING DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. IF NOTIFICATION IS NOT PERFORMED THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR NECESSARY REVISIONS. 2.6. THE CONTRACTOR SHALL NOTE ALL EXISTING FINISH GRADES PRIOR TO COMMENCING WORK. RESTORE FINISH GRADES CHANGED DURING THE COURSE OF THE WORK TO ORIGINAL CONTOURS OR INTENDED CONTOURS WHERE PRACTICAL. 2.7. UPON AWARD OF THE CONTRACT, THE CONTRACTOR SHALL IMMEDIATELY LOCATE, ORDER AND PURCHASE, OR HAVE HELD, ALL SPECIFIED PLANT MATERIAL EXCLUDING PRE -SELECTED PLANT MATERIAL. 2.8. THE SITE SHALL BE KEPT CLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS, AND RUBBISH INCIDENTAL TO THE WORK DURING THE CONSTRUCTION AND MAINTENANCE PERIOD.\ 2.9. THE OWNER'S REPRESENTATIVE SHALL HAVE THE RIGHT TO MAKE MINOR CHANGES IN THE PLANTING DESIGN AND INSTALLATION AT NO ADDITIONAL CHARGE. 2.10. PRIOR TO EXCAVATION FOR PLANTING, OR PLACING OF STAKES; LOCATE UTILITIES, ELECTRIC CABLES, CONDUITS, SPRINKLER LINES, HEADS, VALVES, AND VALVE CONTROL WIRES, SO THAT PROPER PRECAUTIONS MAY BE TAKEN NOT TO DAMAGE SUCH IMPROVEMENTS. IN THE EVENT OF A CONFLICT BETWEEN SUCH LINES AND PLANT LOCATIONS, PROMPTLY NOTIFY THE LANDSCAPE ARCHITECT TO ARRANGE FOR RELOCATION OF ONE OR THE OTHER. FAILURE TO FOLLOW THIS PROCEDURE PLACES THE RESPONSIBILITY ON THE CONTRACTOR FOR MAKING REPAIRS AT HIS EXPENSE FOR DAMAGES RESULTING FROM WORK HEREUNDER. 2.11. NOTIFY LANDSCAPE ARCHITECT IN WRITING OF SOIL OR DRAINAGE CONDITIONS ENCOUNTERED DURING PLANTING OPERATIONS WHICH ARE DETRIMENTAL TO GROWTH OF PLANT MATERIAL. 3. SUBMITTALS: 3.1. SOILANALYSIS: 3.1.1. AGRICULTURAL SUITABILITY TEST REPORT FOR ON SITE SOIL AND ON SITE TOPSOIL. 3.1.1.1. THE CONTRACTOR SHALL SUBMIT A REPORT TO THE OWNER'S REPRESENTATIVE PRIOR TO ORDERING SOIL AMENDMENTS OR PLANT MATERIALS. 3.1.1.2. VERIFY WITH LANDSCAPE ARCHITECT THE QUANTITY OF SAMPLES TO BE TAKEN (1 MINIMUM, 3 MAXIMUM BASED ON SIZE OF PROJECT). 3.1.1.3. EACH SAMPLE SHALL BE COMPRISED OF SITE SOIL FROM TWO LOCATIONS APPROXIMATELY 20'-50' APART TAKEN AT A DEPTH OF 6" TO 12", WITHIN PROPOSED PLANTING AREAS, AFTER COMPLETION OF GRADING AND PRIOR TO WEED CONTROL AND SOIL PREPARATION. 3.1.1.4. SUBMIT SAMPLES TO 'WAYPOINT ANALYTICAL', 4741 EAST HUNTER AVE., SUITE A, ANAHEIM, CA 92807 (WAYPOINTANALYTICAL.COM), FOR SOIL EVALUATION. 3.1.1.5. REQUEST TESTING FOR AGRICULTURAL FERTILITY AND SUITABILITY (TEST A05-2) WITH APPROPRIATE TRI-C PRODUCTS (TRI-C ENTERPRISES (800) 927-3311) AND WRITTEN RECOMMENDATIONS FOR SOILS AMENDMENT, HYDROSPRAY, SOD LAWN, SEED LAWN, AND POST -MAINTENANCE FERTILIZATION PROGRAMS. 3.1.1.6. SUBMIT COPIES OF THE REPORT TO THE LANDSCAPE ARCHITECT AND OWNER'S REPRESENTATIVE. 3.1.1.7. SOILS REPORT RECOMMENDATIONS SHALL TAKE PRECEDENCE OVER THE AMENDMENT AND FERTILIZER RATES SPECIFIED IN THESE PLANS. 3.2. PLANT MATERIALS: 3.2.1. LANDSCAPE ARCHITECT SHALL TAG ANY 60" BOX TREE OR LARGER. CONTRACTOR SHALL COORDINATE TREE TAGGING WITH LANDSCAPE ARCHITECT AND PROVIDE AT LEAST TWO -WEEKS NOTICE. 3.2.2. ELECTRONICALLY SUBMIT DIGITAL COLOR PHOTOGRAPHS 90 DAYS PRIOR TO INSTALLATION TO THE LANDSCAPE ARCHITECT AND OWNER'S REPRESENTATIVE OF EACH SPECIFIED TREE, SHRUB, AND GROUNDCOVER TAKEN AT THEIR SOURCES FOR APPROVAL. THE PHOTOS SHALL BE OF THE PLANT MATERIAL TO BE DELIVERED TO THE JOBSITE. ALL PLANT MATERIAL DELIVERED SHALL BE OF EQUAL OR BETTER QUALITY AS THE PHOTO GIVEN AS REPRESENTATIVE SAMPLE. 3.2.3. IF ANY PLANT MATERIAL SPECIFIED IS NOT OBTAINABLE, SUBMIT A WRITTEN SUBSTITUTION REQUEST TO THE LANDSCAPE ARCHITECT DURING THE BIDDING PERIOD. 3.3. WRITTEN GUARANTEE: 3.3.1. ALL TREES SHALL BE GUARANTEED, IN WRITING, TO LIVE IN A HEALTHY CONDITION FOR 1 YEAR FOLLOWING THE DATE OF COMPLETION OF THE SPECIFIED MAINTENANCE PERIOD. THIS DATE SHALL BE DETERMINED BY THE OWNER'S REPRESENTATIVE AT THE TIME OF THE FINAL MAINTENANCE WALKTHROUGH. 3.3.2. REPLACE DEAD, DAMAGED, OR UNHEALTHY TREES, PER THE ORIGINAL DETAILS IMMEDIATELY UPON NOTIFICATION BY THE OWNER'S REPRESENTATIVE. (THIS WILL BE AT NO COST TO THE OWNER.) REPLACEMENT TREES SHALL MEET THE SAME SPECIFICATIONS AS THE ORIGINAL TREES. REPLACEMENT TREES SHALL BE GUARANTEED FOR 1 YEAR, 2 YEARS FOR PALM TREES, FOLLOWING THEIR INSTALLATION AS DETERMINED BY THE OWNER'S REPRESENTATIVE. 3.3.3. ALL SHRUBS, VINES AND GROUNDCOVER SHALL BE GUARANTEED FOR THE LENGTH OF THE MAINTENANCE PERIOD. 3.4. STATEMENTS OF CONFIRMATION: THE CONTRACTOR SHALL SUBMIT TO THE OWNER'S REPRESENTATIVE, THE FOLLOWING ITEMS: 3.4.1. SUBMIT AT THE TIME OF DELIVERY ORIGINAL INVOICE STATEMENTS FOR ORGANIC AMENDMENTS AND FERTILIZERS CERTIFYING DELIVERY TO THE SITE AND QUANTITIES BY BULK AND/OR WEIGHT. 3.4.2. SUBMIT SUPPLIER'S STATEMENTS OF CONFIRMATION RECORDING COMPLIANCE OF ORGANIC AMENDMENTS AND FERTILIZERS WITH THESE SPECIFICATIONS. 3.4.3. SUBMIT ORIGINAL RECEIPTS AND/OR CERTIFICATES FOR THE FOLLOWING ITEMS UPON DELIVERY TO THE JOB SITE: 3.4.3.1. QUANTITY OF TRI-C (TRI-C ENTERPRISES (800) 927-3311) FERTILIZER AND ORGANIC AMENDMENTS 3.4.3.2. QUANTITY OF SOIL AMENDMENTS. 3.4.3.3. QUANTITY OF TRI-C ENDO 120 MYCORRHIZAL INOCULUM. 3.4.3.4. QUANTITY OF SEED. 3.4.3.5. QUANTITY OF OTHER SOIL ADDITIVES PER AGRONOMIC SOILS TEST REPORT. 3.4.4. SUBMIT WRITTEN CERTIFICATE OF DELIVERY OF CONTAINER OR BULK MATERIALS. 3.4.5. SUBMIT WRITTEN CERTIFICATE OF QUANTITY AND QUALITY OF PLANT MATERIALS. 4. MATERIALS: 4.1. GENERAL: PROVIDE MATERIALS OF BEST QUALITY OBTAINABLE WHICH COMPLY WITH THE PLANS. NO SUBSTITUTION OF SPECIFIED MATERIALS SHALL BE MADE WITHOUT WRITTEN APPROVAL OF THE OWNER'S REPRESENTATIVE. 4.2. WEED CONTROL: 4.2.1. PRE -PLANTING HERBICIDE: ROUNDUP OR EQUAL. 4.2.2. PRE -EMERGENT WEED CONTROL: RONSTAR-G, TREFLAN, EPTAM, VEGITEX, OR EQUAL. 4.3. ORGANIC AMENDMENT / COMPOST: 4.3.1. COMPOST WILL BE LOCALLY PRODUCED FROM GREEN WASTE AT A COMPOST FACILITY LICENSED BY THE STATE OF CALIFORNIA. HUMIC COMPOST PRODUCED BY AGRI SERVICE, INC. (800-262-4167) OR EQUAL IS ACCEPTABLE. 4.3.2. COMPOST SHALL BE FREE FROM WEED SEEDS, PESTS AND PATHOGENS AS A RESULT OF THE PATHOGEN REDUCTION PROCESS SPECIFIED BY TITLE 14. 4.3.3. SLUGE-BASED MATERIALS ARE NOT ACCEPTABLE. 4.3.4. THE COMPOST SHALL BE AEROBIC WITHOUT MALODOROUS PRESENCE OF DECOMPOSITION PRODUCTS. 4.3.5. CARBON: NITROGEN RATIO IS LESS THAN 25:1 4.3.6. THE MAXIMUM PARTICLE SIZE SHALL BE 0.5 INCH, 80% OR MORE SHALL PASS A NO. 4 SCREEN FOR SOIL AMENDING. THE MAXIMUM PARTICLE SIZE SHALL BE 0.25 INCH FOR HYDROSEEDING. 4.3.7. COMPOST SHALL CONFORM TO THE FOLLOWING: PH: 6.0-8.0 MOISTURE CONTENT: 30-60 ORGANIC MATTER CONTENT: 50% MIN. BORON CONTENT OF SATURATED EXTRACT: LESS THAN 1.0 PARTS / MILLION SALT CONTENT: LESS THAN 10 MILLIMOHS/CM @ 25' C IN A SATURATED PASTE EXTRACT 4.4. FERTILIZERS AND MINERALS: 4.4.1. PROVIDE COMMERCIAL FERTILIZER: UNIFORM IN COMPOSITION, FREE -FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, DELIVERED TO THE SITE IN UN -OPENED CONTAINERS, EACH FULLY LABELED ACCORDING TO APPLICABLE FERTILIZER LAWS, AND BEARING THE NAME OR MARK OF THE MANUFACTURER. TRI-C (TRI-C ENTERPRISES (800) 927-3311) FERTILIZER AND ORGANIC SOIL AMENDMENTS: 4.4.1.1. SOIL PREPARATION 4.4.1.2. MAINTENANCE *TRI-C FERTILIZER AND ORGANIC SOIL AMENDMENT TYPE SHALL BE BASED ON RECOMMENDATION GIVEN IN THE SOILS ANALYSIS BY'SOILAND PLANT LABORATORY'. 4.4.2. SOIL SULFUR: FIRST QUALITY COMMERCIAL GRADE. 95% MINIMUM ELEMENTAL SULFUR. 4.4.3. IRON SULFATE [(FE2 (SO4)]: FIRST QUALITY COMMERCIAL GRADE 20% MINIMUM FE, AS METALLIC. 4.4.4. AGRICULTURAL GYPSUM (CALCIUM SULFATE, CA SO4 2HO): FIRST QUALITY COMMERCIAL GRADE, 23% CA. 4.4.5. CALCIUM CARBONATE LIME: FIRST QUALITY COMMERCIAL LIME. 4.4.6. PLANTING PACKS: "BEST-PAKS" 10 GRAM PACKETS WITH A 20-10-5 GRADE AS MANUFACTURED BY SIMPLOT TURF AND HORTICULTURE (800) 992-6066. 4.4.7. MYCORRHIZAL INOCULUM IN PACKETS: "MYCO PAK" AS MANUFACTURED BY TRI-C ENTERPRISES (800) 927-3311. 4.5. PLANT MATERIAL: 4.5.1. QUALITY: HEALTHY, VIGOROUS, NORMAL HABIT; FREE OF WEEDS, INSECT INFESTATION, PLANT DISEASE, SUN SCALDS, BROKEN FOLIAGE, ABRASIONS OF THE BARK, AND OTHER DISFIGUREMENTS. QUALITY IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS SHALL BE DETERMINED BY THE OWNER'S REPRESENTATIVE. 4.5.2. SIZE: THAT NORMALLY EXPECTED FOR COMMERCIALLY AVAILABLE NURSERY STOCK FOR SPECIES/VARIETIES SPECIFIED IN THESE PLANS. THE ROOT SYSTEM SHALL FILL THE CONTAINER BUT NOT BE ROOT BOUND. SIZE IN ACCORDANCE WITH THESE SPECIFICATIONS SHALL BE DETERMINED BY THE OWNER'S REPRESENTATIVE. 4.5.3. REJECTION OR SUBSTITUTION: REMOVE REJECTED PLANT MATERIAL FROM THE SITE IMMEDIATELY AND REPLACE AT NO ADDITIONAL COST TO THE OWNER. SUBSTITUTIONS SHALL NOT BE PERMITTED UNLESS EXPRESSED CONSENT IS RECEIVED FROM THE OWNER'S REPRESENTATIVE. 4.5.4. PROTECTION: HANDLE AND STORE PLANT MATERIALS TO PROTECT FROM SUN, WIND, AND OTHER INJURIES OR DAMAGE. INJURY OR DAMAGE SHALL BE CAUSE FOR REJECTION EVEN AFTER INITIAL REVIEW. 4.5.5. QUANTITIES: CIRCLES, DOTS, OR OTHER PLANT SYMBOLS USED WITHIN THE PLANS ARE THE AUTHORITY TO PLANT COUNTS AND SHALL DETERMINE QUANTITIES PROVIDED. QUANTITIES SHOWN ON THESE DRAWINGS ARE APPROXIMATE AND ARE ONLY FOR THE CONVENIENCE OF THE CONTRACTOR. PLANT SYMBOLS AND/OR "ON CENTER" SPACING TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED. CONTRACTOR SHALL INFORM OWNER IMMEDIATELY OF ANY DISCREPANCIES BETWEEN QUANTITIES AND SYMBOLS SHOWN. 4.5.5.1. ADDITIONAL PLANT MATERIAL: THE CONTRACTOR SHALL PROVIDE ADDITIONAL PLANT MATERIAL AS PRESCRIBED IN THE "ADDITIONAL QTY" COLUMN OF THE PLANTING SCHEDULE TO BE PLACED AS NECESSARY IN THE FIELD BY THE LANDSCAPE ARCHITECT. ANY PLANT MATERIAL THAT IS UNUSED SHALL BE CREDITED TO THE OWNER. 4.6. MULCH: 4.6.1. MULCH: MULCH SHALL BE FINE BARK -FIR/HEMLOCK 1 " MINUS PARTICLE SIZE. MULCH SHALL BE UNTREATED, FREE OF WEEDS AND COMPOSTED FOR 6 MONTHS PRIOR TO INSTALLATION. 4.7. ACCESSORIES: 4.7.1. TREE TIES: COMMERCIALLY MANUFACTURED TIES FROM BLACK TIRE CASINGS, CUT TO A MINIMUM 10" LENGTH AND HELD IN PLACE BY 12 GAUGE GALVANIZED WIRE OR SPLIT PLASTIC HOSE WITH A MINIMUM LENGTH OF 15". SPLIT PLASTIC HOSE SHALL BE "CINCH TIE" OR APPROVED EQUAL. 4.7.2. TREE STAKES: 10' LONG, STRAIGHT GRAINED LODGE POLE PINE, FREE OF KNOTS, CHECKS, SPLITS AND DISFIGUREMENTS, TREATED WITH COPPER NAPTHENATE. 4.7.3. TREE TRUNK PROTECTORS: MANUFACTURED BY V.I.T. COMPANY, INC., 15561 PRODUCT LANE, D-4, HUNTINGTON BEACH, CA, 92649, (714) 891-8338. 4.7.4. GUY WIRES: 12 GAUGE GALVANIZED WIRE; NOT TO BE SPLICED. 4.7.5. GUY WIRE HOSE: 3/8" OR 5/16" X .062" WT POLYETHYLENE TUBING BY WARD MFG., (714) 631-5055. 4.7.6. ROOT BARRIER: CP SERIES - ROOT BARRIER PANELS:.085" THICK, POLYETHYLENE PLASTIC WITH ULTRAVIOLET INHIBITORS, AS MANUFACTURED BY CENTURY ROOT BARRIERS (800) 480-8084. USE MODEL NUMBER CP24-2 ADJACENT TO CURBS AND PAVED SURFACES. USE MODEL NUMBER CP36-2 ADJACENT TO RETAINING WALLS OR BUILDING FOOTINGS. 5. INSTALLATION: 5.1. PERCOLATION TESTING: 5.1.1. UPON COMPLETION OF THE ROUGH GRADING OF THE SITE, THE OWNER'S REPRESENTATIVE SHALL IDENTIFY A TYPICAL LOCATION FOR 1 OF THE LARGEST SPECIMEN BOX TREES, THE CONTRACTOR SHALL EXCAVATE THE PIT FOR THE TREE PER THE PROJECT SPECIFICATIONS AND DETAILS. 5.1.2. WITH THE OWNER PRESENT, THE CONTRACTOR SHALL FILL THE PIT WITH WATER TO A DEPTH OF 12", IF POSSIBLE. THE LENGTH OF TIME REQUIRED FOR THE WATER TO PERCOLATE INTO THE SOIL, LEAVING THE PIT EMPTY, WILL BE MEASURED BY THE CONTRACTOR AND VERIFIED BY THE OWNER'S REPRESENTATIVE. 5.1.3. WITHIN 6 HOURS OF THE TIME THE WATER HAS DRAINED FROM THE PIT THE CONTRACTOR, WITH THE OWNER PRESENT, SHALL AGAIN FILL THE PIT WITH WATER TO A DEPTH OF 12". IF WATER DOES NOT COMPLETELY PERCOLATE INTO THE SOIL WITHIN 9 HOURS A DETERMINATION WILL BE MADE BY THE OWNER AS TO WHETHER OR NOT A DRAINAGE SYSTEM TO EACH TREE WILL BE REQUIRED. 5.2. WEED CONTROL: 5.2.1. MANUALLY REMOVE ALL EXISTING WEEDS AND GRASSES AND REMOVE FROM SITE. 5.2.2. NO PRE -EMERGENT HERBICIDE SHALL BE USED IN LANDSCAPE AREAS TO BE SEEDED. 5.2.3. CONTRACTOR SHALL OBTAIN APPROVAL BY THE OWNER TO APPLY ANY HERBICIDE, INSECTICIDE, FUNGICIDE, OR OTHER CHEMICALS TO BE USED ON SITE. CONTRACTOR SHALL ABIDE BY ALL APPLICABLE GOVERNMENTAL STANDARDS REGULATING THE APPLICATION OF ANY CHEMICALS, AND SHALL FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS. ALL WORKERS APPLYING SUCH CHEMICALS SHALL BE LICENSED IF REQUIRED BY LAW. 5.3. DELIVERY AND STORAGE: 5.3.1. CONTRACTOR SHALL DELIVER SOIL AMENDMENTS TO THE SITE IN THE ORIGINAL UN -OPENED CONTAINERS, BEARING THE MANUFACTURER'S GUARANTEED CHEMICAL ANALYSIS, NAME, TRADE NAME OR TRADEMARK, AND STATEMENT INDICATING CONFORMANCE TO STATE AND FEDERAL LAW. IN LIEU OF CONTAINERS, SOIL AMENDMENTS MAY BE FURNISHED IN BULK. A CERTIFICATE INDICATING THE ABOVE INFORMATION SHALL ACCOMPANY EACH DELIVERY. 5.3.2. CONTRACTOR SHALL ARRANGE FOR OWNER'S REPRESENTATIVE TO CERTIFY ALL UN -OPENED FERTILIZER PACKAGES ON SITE. FERTILIZER PACKAGES SHALL NOT BE REMOVED FROM SITE UNTIL AFTER INCORPORATION INTO SOIL AS PER SPECIFICATIONS, AND ONLY WHEN DIRECTED BY OWNER'S REPRESENTATIVE. 5.3.3. CONTRACTOR SHALL STORE AND PROTECT PLANTS NOT INSTALLED ON THE DAY OF ARRIVAL AT THE SITE. 5.4. SOIL PREPARATION: THE CONTRACTOR SHALL HAVE OBTAINED RESULTS FROM SOIL TESTING TO DETERMINE IF SOIL IS TO BE IMPORTED OR IF ON SITE SOIL WILL BE AMENDED. FINISH GRADING, MOUNDING, SOILS TESTING AND WEED CONTROL SHALL BE COMPLETED PRIOR TO SOIL PREPARATION. 5.4.1. AMENDING ON SITE SOIL (FOR TURF AND GROUNDCOVER AREAS WITH SLOPES OF 3:1 OR LESS): 5.4.1.1. CROSS -RIP ON GRADE PLANTING AREAS TO A DEPTH OF 10"-12" IN 2 DIRECTIONS. 5.4.1.2. APPLY PER 1,000 SQ. FT. OF PLANTING AREA. THESE RATES MAY BE ADJUSTED BY THE SOILS REPORT AND ARE FOR BIDDING PURPOSES ONLY: ORGANIC AMENDMENT / COMPOST: 2 CU. YARDS TRI-C HUMATE PLUS: 75 LBS. TRI-C ENDO 120: 1-1/2 LBS. COMMERCIAL FERTILIZER 6-20-20: 20 LBS. SOIL SULFUR: 50 LBS. AGRICULTURAL GYPSUM: 100 LBS. 5.4.1.3. BROADCAST THE ORGANIC SOIL AMENDMENTS UNIFORMLY OVER SURFACE OF THE AREA TO BE TREATED. INCORPORATE INTO THE SITE SOIL BY CULTIVATION, SPADING, OR ROTO-TILLING, TO A DEPTH OF 6" AND FINE GRADE TO SPECIFIED DEPTH BELOW ADJACENT PAVING AND CURBS. REMOVE FROM ALL PLANTING AREAS, ROCKS AND DEBRIS LARGER THAN 1 " AND REMOVE FROM THE SITE. CLEAN MINERAL AND AMENDMENT STAINS FROM PAVING. 5.4.1.4. MOISTURE CONTENT: THE SOIL SHALL NOT BE WORKED WHEN THE MOISTURE CONTENT IS SO GREAT THAT EXCESSIVE COMPACTION WILL OCCUR, AND NOT WHEN IT IS SO DRY THAT DUST WILL FORM IN THE AIR. WATER SHALL BE APPLIED, IF NECESSARY, TO PROVIDE IDEAL MOISTURE CONDITIONS. 5.4.2. BACKFILL MIX (FOR PLANTING PITS NOT WITHIN RAISED PODIUM PLANTERS): 5.4.2.1. STANDARD BACKFILL MIX: USE IMPORT TOPSOIL, OR ON SITE SOIL BASED ON THE SOILS REPORT. THIS MIX MAY BE ADJUSTED BY THE SOILS REPORT AND IS FOR BIDDING PURPOSES ONLY. BLEND PER CUBIC YARD: TOPSOIUIMPORT SOIL: 3 PARTS BYVOLUME ORGANIC AMENDMENT: 1 PART BY VOLUME TRI-C HUMATE PLUS: 6 LBS. AGRICULTURAL GYPSUM: 5 LBS. COMMERCIAL FERTILIZER 6-20-20: 2 LBS. 5.5. FINISH GRADING: 5.5.1. PRIOR TO THE COMMENCEMENT OF PLANTING OPERATIONS, COMPLETE FINISH GRADING AS SPECIFIED. 5.5.2. WHEN PRELIMINARY GRADING, INCLUDING WEEDING AND FERTILIZING HAS BEEN COMPLETED, AND THE SOIL HAS DRIED SUFFICIENTLY TO BE READILY WORKED, PLANTING AREAS SHALL BE GRADED TO UNIFORM LEVELS OR SLOPES AT A MINIMUM OF 2%. MINOR ADJUSTMENTS TO FINISH GRADES SHALL BE MADE IN THE DIRECTION OF THE FLOW. LOW SPOTS AND POCKETS SHALL BE GRADED TO DRAIN PROPERLY. GRADING SHALL BE DONE WHEN SOIL IS AT OPTIMUM MOISTURE CONTENT FOR WORKING. ROCK AND DEBRIS MORE THAN 1 " IN DIAMETER SHALL BE REMOVED FROM THE SITE. 5.6. PLANTING 5.6.1. TREES, SHRUBS AND VINES: 5.6.1.1. THE OWNER'S REPRESENTATIVE SHALL APPROVE THE PLACEMENT OF ALL PLANT MATERIAL BEFORE PLANTING PITS ARE EXCAVATED: THE CONTRACTOR SHALL LAY OUT PLANT LOCATIONS FOR SHRUBS AND VINES, OR PLACE SPECIFIED QUANTITIES OF PLANTS IN CONTAINERS AT LOCATIONS SHOWN ON PLANS. CONTRACTOR SHALL LOCATE TREES 24" BOX AND SMALLER WITH MARKER STAKES. CONTRACTOR SHALL LOCATE TREES 30" AND LARGER WITH MARKER STAKES, AND FLAG THE NORTH SIDE OF EACH TREE. CONTRACTOR SHALL HAVE ALL PLANT MATERIAL LOCATED PRIOR TO THE SITE VISIT BY THE OWNER'S REPRESENTATIVE. 5.6.1.2. PLANT MATERIALS AS SOON AS SITE IS AVAILABLE AND WEATHER CONDITIONS ARE SUITABLE FOR PERFORMANCE AND THE SEQUENCE OF THE SPECIFICATIONS. DO NOT PLANT IF THE SOIL IS EXCESSIVELY WET. 5.6.1.3. EXCAVATE PLANT PITS 2 TIMES WIDER THAN THE PLANT CONTAINER. EDGES SHALL BE 6" OR MORE AWAY FROM CURBS AND PAVING. 5.6.1.4. SET PLANTS IN CENTER OF PITS, IN VERTICAL POSITION SO THAT CROWN OF PLANT IS 1 " ABOVE ADJACENT FINISH GRADE. BACKFILL PLANT PIT WITH BACKFILL MIX TO 1/2 THE HEIGHT OF THE ROOT BALL AND WATER. 5.6.1.5. PLANTING PACKETS: PLACE PER THE FOLLOWING SCHEDULE: 1 GAL. 1 10 GRAM PACKET 5 GAL. 3 10 GRAM PACKETS 15 GAL. - 24" BOX 9 10 GRAM PACKETS 30" BOX - 36" BOX 12 10 GRAM PACKETS 42" BOX - 48" BOX 15 10 GRAM PACKETS 54" BOX - 60" BOX 18 10 GRAM PACKETS 5.6.1.6. TRI-C MYCO PAKS (TEABAG): PLACE PER THE FOLLOWING SCHEDULE: 1 GAL. 1 PACKET 5 GAL. 3 PACKETS 15 GAL. - 24" BOX 8 PACKETS 30" BOX - 36" BOX 18 PACKETS 42" BOX - 48" BOX 20 PACKETS 54" BOX - 60" BOX 25 PACKETS NOTE:THERE MUST BE DIRECT CONTACT BETWEEN PLANT'S ROOTS AND MYCO PAKS TO ENCOURAGE INOCULATION. THEREFORE, PLACE PAKS EQUALLY AROUND ROOTBALL WHEN USING MORE THAN 1 PAK. REFER TO MANUFACTURER'S SPECIFICATIONS. 5.6.1.7. CONTINUE BACKFILLING AND FORM SHALLOW BASIN AROUND EACH EDGE OF ROOT BALL BY DEPRESSING SOIL SLIGHTLY BELOW FINISH GRADE. FORM BASIN RIMS, KEEPING RIM WITHIN OUTER EDGES OF ROOT BALL. WATER TO SATURATE ROOTS AND FINISH BACKFILL AROUND ROOT BALL. 5.6.1.8. FINE GRADE AREAS AROUND PLANTS TO SPECIFIED FINISH GRADE AND DISPOSE OF EXCESS SOIL. 5.6.1.9. REMOVE STAKES AND ESPALIER RACKS AND SECURE VINES TO ADJACENT SURFACES AS FOLLOWS: WOOD FENCES, FREE STANDING & RETAINING MASONRY WALLS: USE SCREW EYES OR METAL FASTENERS AND HEAVY DUTY CLEAR PLASTIC TIES (UNLESS OTHERWISE NOTED IN DETAILS). BUILDING WALLS: USE PLASTIC FASTENERS SILICONED TO ADJACENT WALLS WITH HEAVY DUTY CLEAR PLASTIC TIES. 5.6.1.10. TREES SHALL BE PLANTED AT LEAST 5' FROM ANY DRIVEWAY, DRAINAGE FLOW LINE, FIRE HYDRANTS, UNDERGROUND UTILITIES SUCH AS SEWERS, WATERLINES, GAS LINES, AND BUILDINGS. 5.6.1.11. TREES SHALL BE PLANTED AT LEAST 25' FROM ANY STREET INTERSECTIONS, PEDESTRIAN CROSSWALKS, AND 10' FROM STREET LIGHT STANDARDS. 5.6.1.12. PLANTINGS SHALL NOT BE LOCATED SUCH THAT THEY WOULD CAUSE A LINE OF SIGHT PROBLEM FOR VEHICULAR TRAFFIC. 5.6.2. GROUNDCOVER AND ANNUALS: 5.6.2.1. AMEND PLANTING AREA AS NOTED IN "SOIL PREPARATION" ABOVE. 5.6.2.2. PLANT GROUNDCOVER/ANNUAL COLOR TO COVER THE DESIGNATED AREAS AT THE SPECIFIED ON CENTER SPACING. 5.6.2.3. ALL GROUNDCOVER/ANNUAL COLOR SHALL EXTEND UNDERNEATH ALL TREES AND SHRUBS IN PLANTING BEDS. 5.6.2.4. PLANT GROUNDCOVER/ANNUAL COLOR IN STRAIGHT ROWS, EVENLY SPACED USING TRIANGULAR SPACING UNLESS OTHERWISE NOTED ON PLANS. 5.6.2.5. INSTALL 1 - 10 GRAM FERTILIZER PACKET WITH EACH GROUNDCOVER PLANT. 5.6.2.6. MOISTEN SOIL BEFORE PLANTING. RETAIN SLIGHT DEPRESSION AROUND EACH PLANT, FINISH WITH NEAT AND UNIFORM FINISH GRADES. 5.6.2.7. HAND WATER IMMEDIATELY AFTER PLANTING. PLANTS SHALL NOT BE ALLOWED TO DRY OUT BEFORE, DURING, OR AFTER INSTALLATION. CONTINUE TO HAND WATER AS REQUIRED FOR 1 MONTH.. 5.7. MULCH: 5.7.1. SHRUB AND GROUNDCOVER AREAS EXCLUDING ANNUAL COLOR SHALL RECEIVE 3" OF MULCH, AS SPECIFIED UNDER MATERIALS. 5.8. ACCESSORIES: 5.8.1. TREE TIES: WHEN USED AT CONTRACTOR'S DISCRETION, INSTALL PER DETAIL. 5.8.2. TREE STAKES: WHEN USED AT CONTRACTOR'S DISCRETION, INSTALL PER DETAIL. 5.8.3. TREE TRUNK PROTECTORS: INSTALL TO PROTECT THE LOWEST 4" OF EXPOSED TRUNK. 5.8.4. GUY WIRES: WHEN USED AT CONTRACTOR'S DISCRETION, INSTALL PER DETAIL. 5.8.5. GUY WIRE HOSE: WHEN USED AT CONTRACTOR'S DISCRETION, INSTALL PER DETAIL. 5.8.6. ROOT BARRIER: INSTALL ADJACENT TO HARDSCAPE AT EACH TREE PLANTED WITHIN 6' OF PAVEMENT, CURBS, WALLS OR BUILDINGS. EXTEND A LENGTH OF 8' FROM THE CENTER OF THE TREE IN EACH DIRECTION PARALLEL WITH HARDSCAPE TO CREATE A LINEAR PLANTING APPLICATION. DO NOT ENCIRCLE ROOT BALLS. INSTALL PER MANUFACTURER'S SPECIFICATIONS. VERTICAL 90 DEGREE ROOT DEFLECTING RIBS ARE ALWAYS FACING THE ROOT BALL. 5.9. MAINTENANCE: 5.9.1. MAINTAIN PROJECT FOR A PERIOD OF 90 CALENDAR DAYS, FOLLOWING THE CORRECTION AND/OR COMPLETION OF PRE -MAINTENANCE WALKTHROUGH PUNCH LIST ITEMS IDENTIFIED BY THE OWNER'S REPRESENTATIVE. MAINTENANCE PERIOD SHALL NOT COMMENCE UNTIL EVIDENCE OF OWNER'S REPRESENTATIVE'S SATISFACTION IS RECEIVED IN WRITING. 5.9.2. MAINTENANCE RESPONSIBILITIES SHALL INCLUDE BUT NOT BE LIMITED TO MOWING, TRIMMING, PRUNING, WATERING, FERTILIZATION, WEED CONTROL, CULTIVATION, PEST CONTROL, LITTER CLEAN-UP, OPERATION / ADJUSTMENT AND REPAIR OF THE IRRIGATION SYSTEM. 5.9.3. THE CONTRACTOR SHALL MAKE WEEKLY (MINIMUM) VISITS TO THE SITE TO PERFORM MAINTENANCE RESPONSIBILITIES. 5.9.4. APPLY COMMERCIAL FERTILIZER AT THE RATE RECOMMENDED BY 'SOIL AND PLANT LAB', AS REQUIRED TO ESTABLISH THRIVING PLANTS. 5.9.5. PROTECT NEWLY PLANTED AREAS FROM FOOT TRAFFIC, VANDALISM, THEFT, BURROWING OR GRAZING ANIMALS, AND EROSION. REPAIR AND REPLANT DAMAGED AREA, REPLACE DEAD, DAMAGED, OR MISSING PLANTS. 5.9.6. COMPLETION OF MAINTENANCE PERIOD AND PLANT ESTABLISHMENT SHALL BE DETERMINED BY THE OWNER'S REPRESENTATIVE, IN WRITING, FOLLOWING A FINAL MAINTENANCE WALKTHROUGH. 5.10. CLEAN-UP: 5.10.1. UPON COMPLETION OF WORK IN THIS SECTION, CONTRACTOR SHALL REMOVE ALL RUBBISH, TRASH, AND DEBRIS RESULTING FROM THE OPERATIONS; REMOVE UNUSED EQUIPMENT AND IMPLEMENTS OF SERVICE; LEAVE ENTIRE AREA INVOLVED IN A NEAT AND ACCEPTABLE CONDITION SUCH AS TO MEET THE APPROVAL OF THE OWNER'S REPRESENTATIVE. RESUBMITTED 8/23/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT 22-101385 REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING IKSTRUCTURAL ®MECHANICAL ®PLUMBING ❑ELECTRICAL ®ENERGY ®ACCESSIBILITY []FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,, OR LOCAL REGULATIONS. BY: ;Z- DATE:09/06/22 URBAN ARENA OC SD OAK 11300 Sorrento Valley Road, Suite 230 San Diego, CA 92121 858 625 0112 STATE OF WASHINGTON LICENSED LANDSCAPE ARCHITECT VINCENT DO LICENSE NO. 1316 EXPIRES ON: 1-20-23 ry �J w o 0 z w � N O o' LU N rn w Q U Ocoo Lu O w z w w w 0 J U � z (J) U) z�� O Q '-'-' CD zC:) O 00 o LLJ jj 0 U O N LU W < LLI N O w O O LU LL Lij O Q d 0 REVISIONS 06-20-22 2ND CITY SUBMITTAL 0 0 0 0 0 SHEET TITLE PLANTING SPECIFICATIONS SHEET NUMBER L3,0 2 1 DATE / TIME OF PLOT (PST): 6/16/2022 4:25 PM FILE NAME: S:\2022 Projects\22-002 Commons In Line Majors CDs\Landscape\Pending Submittal\22-002_PLANTING SPECIFICATIONS.dwg WEST COAST CODE CONSULTANTS, INC. RECEIVED May 16 2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT Construction Stormwater General Permit (CSWGP) Stormwater Pollution Prevention Plan (SWPPP) for Sears Service Center Improvements Prepared for: Department of Ecology City of Federal Way Permittee / Owner Developer Operator / Contractor Merlone Geier Merlone Geier TBD 4365 Executive Dr # 1400, 4365 Executive Dr # 1400, San Diego, CA 92121 San Diego, CA 92121 Certified Erosion and Sediment Control Lead (CESCL) Name Organization Contact Phone Number TBD TBD TBD SWPPP Prepared By Name Organization Contact Phone Number Jeff Chambers, P.E. PACLAND 206-212-0602 SWPPP Preparation Date February 2023 Project Construction Dates Activity / Phase Start Date End Date Construction June 2022 November 2022 ' SW31N$slk Afpral Wav Vk t 9 32&h St SITE s a36cf« S 318th St _ Wetlands Park Figure 1- Site Locatio► Table of Contents ProjectInformation(1.0)..............................................................................................................7 ExistingConditions (1.1).............................................................................................................7 Proposed Construction Activities (1.2)........................................................................................8 Construction Stormwater Best Management Practices (BMPs)(2.0)...........................................9 The12 Elements(2.1).................................................................................................................9 element 1: Preserve Vegetation / Mark Clearing Limits(2.1.1)....................................................9 element 2: Establish Construction Access (2.1.2).....................................................................10 element 3: Control Flow Rates(2.1.3).......................................................................................10 element 4: Install Sediment Controls(2.1.4)..............................................................................12 element 5: Stabilize Soils(2.1.5)...............................................................................................14 element 6: Protect Slopes(2.1.6)..............................................................................................16 element 7: Protect Drain Inlets(2.1.7).......................................................................................17 element 8: Stabilize Channels and Outlets(2.1.8).....................................................................18 Element 9: Control Pollutants(2.1.9).........................................................................................19 Table 1 — Pollutants 20 Table 2 — PH -Modifying Sources 20 element 10: Control Dewatering(2.1.10)...................................................................................22 Table 3 — Dewatering BMPs 22 Element 11: Maintain BMPs(2.1.11).........................................................................................23 Element 12: Manage the Project(2.1.12)..................................................................................25 table 4 — Management 26 table 5 — BMP Implementation Schedule 27 Element 13: Protect Low impact Development (LID) BMPs(2.1.13)..........................................29 Pollution Prevention Team(3.0)................................................................................................30 Table 6 — Team Information 30 Monitoring and sampling requirements (4.0).............................................................................31 SiteInspection (4.1)..................................................................................................................31 Stormwater Quality Sampling(4.2)............................................................................................31 Turbidity Sampling (4.2.1).........................................................................................................31 Table 7 — Turbidity Sampling Method 31 PHSAMPLING (4.2.2)..............................................................................................................33 Table 8 — pH Sampling Method 33 Discharges to 303(d) or Total Maximum Daily Load (TMDL) Waterbodies (5.0) ........................34 303(d) listed waterbodies(5.1)..................................................................................................34 TMDL Waterbodies(5.2)...........................................................................................................34 Reporting and Record Keeping(6.0).........................................................................................35 RecordKeeping(6.1)................................................................................................................35 SiteLog Book (6.1.1)................................................................................................................35 RecordsRetention (6.1.2).........................................................................................................35 Updating the SWPPP(6.1.3).....................................................................................................35 Reporting(6.2)..........................................................................................................................36 Discharge Monitoring Reports(6.2.1)........................................................................................36 Notification of Noncompliance(6.2.2)........................................................................................36 List of Appendices A. Site Map B. BMP Details and City Manual Reference and City Manual Reference C. Correspondence D. Site Inspection Form E. Construction Stormwater General Permit (CSWGP) F. 303(d) List Waterbodies/TMDL Waterbodies Information G. Contaminated Site Information H. Engineering Calculations List of Acronyms and Abbreviations Acronym / Abbreviation Explanation 303(d) Section of the Clean Water Act pertaining to Impaired Waterbodies BFO Bellingham Field Office of the Department of Ecology BMP(s) Best Management Practice(s) CESCL Certified Erosion and Sediment Control Lead COz Carbon Dioxide CRO Central Regional Office of the Department of Ecology CSWGP Construction Stormwater General Permit CWA Clean Water Act DMR Discharge Monitoring Report DO Dissolved Oxygen Ecology Washington State Department of Ecology EPA United States Environmental Protection Agency ERO Eastern Regional Office of the Department of Ecology ERTS Environmental Report Tracking System ESC Erosion and Sediment Control GUILD General Use Level Designation NPDES National Pollutant Discharge Elimination System NTU Nephelometric Turbidity Units NWRO Northwest Regional Office of the Department of Ecology pH Power of Hydrogen RCW Revised Code of Washington SPCC Spill Prevention, Control, and Countermeasure sU Standard Units SWMMEW Stormwater Management Manual for Eastern Washington SWMMWW Stormwater Management Manual for Western Washington SWPPP Stormwater Pollution Prevention Plan TESC Temporary Erosion and Sediment Control SWRO Southwest Regional Office of the Department of Ecology TMDL Total Maximum Daily Load VFO Vancouver Field Office of the Department of Ecology WAC Washington Administrative Code WSDOT Washington Department of Transportation WWHM Western Washington Hydrology Model Project Information (1.0) Project/Site Name: The Commons (Sears Service Center Renovations) Street/Location: 1701 S Commons City: Federal Way State: WA Zip code: 98003 Receiving waterbody: Groundwater/ Hylebos Creek Existing Conditions (1.1) Total acreage (including support activities such as off -site equipment staging yards, material storage areas, borrow areas). Total acreage: 0.95 Disturbed acreage: 0.90 Landscape topography: The area of the site slopes from the northeast side of the project site (elevation 416') to the southwest (elevation 412') on the order of 2 feet. Drainage patterns: The current drainage system drains into an existing stormwater conveyance system before discharging to the City's system in S 320th St. The proposed renovations will not alter the existing drainage pattern. Existing Vegetation: The existing landscaping will not be modified unless the plants need replacing or trees need to be removed. New landscaping will receive amended soils. Critical Areas: No known critical areas exist on site. List of known impairments for 303(d) listed or Total Maximum Daily Load (TMDL) for the receiving waterbody: Hylebos Creek (West and North Fork) is currently listed on the EPA's 303(d) Clean Water Act watershed assessment listing as `Polluted Waters' for fecal coliform bacteria, as well as under the 'Bioassessment' parameter (definitive biological degradation of aquatic life). It is a `Water of Concern' for dissolved oxygen. Hylebos Creek East Fork is listed separately as `Polluted Waters' for fecal coliform and copper levels. Although a Total Maximum Daily Load (TMDL) is required, none is currently established. There are no known existing pollutants on the site. Proposed Construction Activities (1.2) Description of site development: The development will consist of the construction of new parking areas, sidewalks, and landscape islands. The existing building structure will remain but there are proposed tenant improvements internally. Description of construction activities: Construction activities will consist of demolition of hardscape areas. Utility connections will be made into the existing systems onsite. Description of site drainage including flow from and onto adjacent properties. Must be consistent with Site Map in Appendix A: The majority of the on -site stormwater will be captured by the existing stormwater conveyance system and routed through a new enhanced treatment system before discharging to the existing City system in S 320' St. Description of final stabilization: Upon completion of construction, any unpaved areas that have been disturbed as a result of construction will have new landscaping and amended soils. Contaminated Site Information: Proposed activities regarding contaminated soils or groundwater (example: on -site treatment system, authorized sanitary sewer discharge): N/A. Construction Stormwater Best Management Practices (BMPs) (2.0) The SWPPP is a living document reflecting current conditions and changes throughout the life of the project. These changes may be informal (i.e. hand-written notes and deletions). Update the SWPPP when the CESCL has noted a deficiency in BMPs or deviation from original design. The 12 Elements (2.1) Element 1: Preserve Vegetation / Mark Clearing Limits (2.1.1) DMC 15. 4 .060 Element ? — Preserve Vegetation) Park Clearing- Limits. Prior to beginning land -disturbing activities, including clearing and grading, all clearing limits. sensitive areas end their buffers, and trees that are to be preserved within the construction area should be clearly marked, Both in the field and on the plans, to prevent damage and off -site impacts. Plastic, metal, or sake wire fence may be used to mark the clearing ffrnits. Retain the duff layer. native top soil, and natural vegetation in an undisturbed state to the maximum degree practicable. List and describe BMPs: To protect adjacent properties and to reduce the area of soil exposed to construction, the limits of construction will be clearly marked before land -disturbing activities begin. In general, natural vegetation and native topsoil shall be retained in an undisturbed state to the maximum extent possible. The BMPs relevant to marking the clearing limits that will be applied for this project include: BMP C103: High Visibility Plastic or Metal Fence (WSDOT Standard Plan I-10.10-01) Installation Schedules: To avoid potential erosion and sediment control issues, the Certified Erosion and Sediment Control Lead will promptly initiate the implementation of one or more alternative BMPs after the first sign that existing BMPs are ineffective or failing. Inspection and Maintenance plan: Inspect flagged and/or fenced areas regularly to make sure flagging or fencing has not been removed or damaged. If the flagging or fencing has been damaged or visibility reduced, it shall be repaired or replaced immediately, and visibility restored. If the fence has been damaged or visibility reduced, it shall be repaired or replaced immediately, and visibility restored. Responsible Staff: CESCL Element 2: Establish Construction Access (2.1.2) 8ibMC 15,42.060 Element 2 — Establish Construction Access_ (A) Construction vehicle access and exit shall be limited to one route i possible. (B) access points shall bestabilized with quarry spall or c-rushed rock to mir imize the tracking cif. sediment onto public roads, (C) Ff'lxeel wash or tare baths should be located on site, ij'applicable. (D) Public roads shall at a 7ninrmum be cleaned thoroughly at the end of each day_ .Sediment shall be removed from roads by shoveling or pickup sweeping and shall be transported to a controlled sediment disposal area. Street washing will be allowed only after sediment is removed in this wanner. (E) Street wash wastewater shall be controlled by pumping back on site, or otherwise be prevented from discharging into systems tributary to stale surface waters. (F) Control street wash wastewater bvpu ping back on sire, or otherwise prevent it from discharging into systems tributar v to waters of the state. List and describe BMPs: Construction access or activities occurring on unpaved areas shall be minimized, yet where necessary, access points shall be stabilized to minimize the tracking of sediment onto public roads, and wheel washing, street sweeping, and street cleaning shall be employed to prevent sediment from entering state waters. Installation Schedules: To avoid potential erosion and sediment control issues, the Certified Erosion and Sediment Control Lead will promptly initiate the implementation of one or more alternative BMPs after the first sign that existing BMPs are ineffective or failing. Inspection and Maintenance plan: If the entrance is not preventing sediment from being tracked onto pavement, then alternative measures to keep the streets free of sediment shall be used. This may include replacement/cleaning of the existing quarry spalls, street sweeping, an increase in the dimensions of the entrance, or the installation of a wheel wash. Any sediment that is tracked onto pavement shall be removed by shoveling or street sweeping. The sediment collected by sweeping shall be removed or stabilized on site. The pavement shall not be cleaned by washing down the street, except when high efficiency sweeping is ineffective and there is a threat to public safety. If it is necessary to wash the streets, the construction of a small sump to contain the wash water shall be considered. The sediment would then be washed into the sump where it can be controlled. Perform street sweeping by hand or with a high efficiency sweeper. Do not use a non -high efficiency mechanical sweeper because this creates dust and throws soils into storm systems or conveyance ditches. Any quarry spalls that are loosened from the pad, which end up on the roadway shall be removed immediately. If vehicles are entering or exiting the site at points other than the construction entrance(s), fencing (see BMP C103) shall be installed to control traffic. Upon project completion and site stabilization, all construction accesses intended as permanent access for maintenance shall be permanently stabilized. Responsible Staff: CESCL Element 4: Install Sediment Controls (2.1.4) Br G 15_ 42-060 (A) Design, install, and waintain effective erosion controls aid sediment controls to minimize the discharge ofpol/utanfs_ (B) Construct sediment control BMFs (sediment ponds, Traps, filters, etc.) as one of the flr:si steps in grading. These BMPs shall be_ functional before other land -disturbing activities take place. (C) Minimize sediment discharges from the site_ The design, installation and maintenance of erosion and sediment controls must address factors such as Me arnouni, freque► ey, intensity and duration ofprecipifation, the mature nfresulfing.sformwater runoff; and.soilCharacteri.stic.s, invIuding the range ofsoilpariicle ,sizes expected to be present on the site. (D) Direct stormwater runoff from disturbed areas through a sediment pond or other appropriate sediment removal BMP, before the runoff leaves a construction site or before discharge to are ir!fiftratiori facifiev. Runojfjiomfidly stabilized areas may he discharged withove a sedimew removal BMP, but must meet the, flow control performance ,standard in subsection F e iii rt o}-tlri's section (Element 3.rt). (G) Locate BMPs intended to trap sedlient on site in a manner to avoid inierference with the movement of Juvenile .salmonids attempting to enter off=channel areas or drainages. I(b) Where feasible. design outlet str clures That withdraw impounded stormwaterfrom the swy4ce to avoid dischargirig sediment that is .sfil/ suspended lower in the water cvlr mfo. All stormwater runoff from disturbed areas shall pass through an appropriate sediment removal BMP before leaving the construction site. BMP C235: Wattles/Compost Socks (WSDOT Standard Plan 1-30.40) To avoid potential erosion and sediment control issues that may cause a violation(s) of the NPDES Construction Stormwater permit, the Certified Erosion and Sediment Control Lead will promptly initiate the implementation of alternative BMPs; after the first sign that existing BMPs are ineffective or failing. In addition, sediment will be removed from paved areas in and adjacent to construction work areas manually or using mechanical sweepers, as needed, to minimize tracking of sediments on vehicle tires away from the site and to minimize wash -off of sediments from adjacent streets in runoff. Install wattles at locations where silted stormwater may flow away from the site and enter undisturbed areas. Wattles/Compost Socks will be used as a barrier between the demolition area and existing parking area. Contractor will utilize wattles and temporary asphalt berms to avoid existing parking lot water from leaving the construction area. No more than 1,999 square feet of unstabilized material shall be exposed without temporary sediment/detention control. Responsible Staff: CESCL Element 5: Stabilize Soils (2.1.5) BMC 15,4Z060 EWmetrt 5 — Stabilize Soils. (A) All exposed and unworlked soils shalt be stabilised by application of effective BMPs that protect the .sail front the erosive, farces of raindrop impact and flowing water, and wind ermion. Applicable BMPs include, btrt are nor limited io: temporary and permanent seeding, sodding, mulching, plastic covering, erosion control fabrics and matting, .soil application of pofyacrylamide (PAM), the early application of gravel base eariv on areas to be paved, and dust control. (B) Control stormwater volume and velocity within the site to minimize soil erosion. (C) Control ,stormwater discharges, including froth freak flow rates and total ,stormwater volume, to minirtrize erosion at outlets and io minimize downstream channel and stream bank erosion. (D) From October Ist through April 30th of'each year, no sons shall remain exposed and unworked for more than two days. From Mav 1st to September 301h of each year, no soils shall remain exposed and unworke€l for more than seven days. This condition applies to all soils on site, whether at final grade or not. (E) Stabilize soils at the crud of the shift before a hofiday or weekend if needed based on rite weather forecast_ (F) Minimize the amount ofsoil crposed during construction activity. (G) Minimize the disturbance of steep slopes. (H) Minimize soil compacrion and, unless iiM/easihle, preserve ropsoil (1) Applicable practices include, but are not limited to, temporary and permanent seeding, sodding, mulching, plastic covering, .soil application ofpolyacrylanude (PA ), early application of gravel base on areas to be paved, and dust control, (J) Soil stabilization measures selected should be appropriate for the time of year; site conditions, estimated duration of u-se, andpntenticaf writer qucalit , impacts that .stabilization agents maj, have on downstream graters orgrotind water. (K) Soil stockpiles mavi be .stabilized and protected with sediment trapping measures and, where possible, locate away from storm drain inlets, waterways and drainage channels. (L) Work on linear construction sites and activities, including right-of-way and easement clearing, roadway development, pipelines, and trenching.for utilities. .shall not exceed the capahifity of the individual contractorfor his portion of the project to insiall the bedding materials, roadbeds. structures, pipelines, andlor utilities, and to restabrlize the distur•bedsorls, meeting the timing conditions listed above. M In addition, at the discretion of the public works director, those sites unable to maintain the quality of their ,stormwater discharge may he required to provide ,soil stabilization to all exposed soil areas regardless of the working stoats of the area. Upon written notijication, the property owner shall provide {ulf stabilization ofall exposed soil areas within 24 hours. West of the Cascade Mountains Crest Season Dates Number of Days Soils Can be Left Exposed During the Dry Season May 1 — September 30 7 days During the Wet Season October 1 — April 30 2 days East of the Cascade Mountains Crest, except the Central Basin* Soils must be stabilized at the end of the shift before a holiday or weekend if needed based on the weather forecast. Anticipated project dates: Start date: June 2022 End date: November 2022 Will you construct during the wet season? Yes No List and describe BMPs: BMP C120: Temporary and Permanent Seeding Installation Schedules: Exposed and unworked soils shall be stabilized with the application of effective BMPs to prevent erosion throughout the life of the project. To avoid potential erosion and sediment control issues, the Certified Erosion and Sediment Control Lead will promptly initiate the implementation of one or more alternative BMP(s) after the first sign that existing BMP(s) are ineffective or failing. In general, cut and fill slopes will be stabilized as soon as possible, and soil stockpiles will be temporarily covered with plastic sheeting. All stockpiled soils shall be stabilized from erosion, protected with sediment trapping measures, and where possible, be located away from storm drain inlets, waterways, and drainage channels. Inspection and Maintenance plan: Regular inspection of seeding is required. The seeding shall be removed and replaced as needed. Responsible Staff: CESCL Element 6: Protect Slopes (2.1.6) BA4C i 5_ 42-060 DOMent 6 — Protect Slopes. (A) Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Applicablepractices include, bur are not lirndied to, reducing continuous length of'slope with lenacing and diversions, reducing slope steepness. and roughening slope sun faces (pr example, track walking). (B) Consider soil type and its potentialfor erosion. (C') Reduce slope rungff velocities by reducing the continuous length of slope with terracing and diversions, reduce slope steepness, and roughen .slope surJucu. (D) Divert upslope drainage and nin-on wafers,/rout off site with interceptors at top of slope_ Off - site slormwarer should be handled separately,f'om stormwarer generated on the site_ Diversion of off -site storm water around the site may be a viable option. Diverted flows shall be redirected to the natural drainage location at or before the property boundary, (E) Contain down slope collected flows in pipes, slope drains, or proumed channels to prevent erosion. Temporary pipe slope drains must handle the peak volumetric flow rate calculated using a I0-minute lime step frorn a Type IA, I0-}year. 4-hourfrequency storm for the developed condition. Ahernatively, the 10-}year oow-hour flow rate predicted by are approved continuous rungff model, increased by a faeror of 1-6. may be used_ The hydrologic analysis mu,o use the existing laird cover condition for predicting f ow rates front tributary areas outside the project limits. For tribe tar areas on the project site, the analysis wrest use the temporary orpermanent project land cover condition, whichever will produce the highest flow rates, if using the Western Washington Hydrology Model to predict, f lows, bare ,soil areas ,should he modeled as "landscaped area. " (#,) Provide drainage to remove groundwater irrier:secring the ,slope surface of exposed ,soil areas, () Exca vaned ma serial shall be placed on the uphill side of `trenches, consistent with safely and .space con.i deration.v_ (H) Check dams shall be placed at regular- intervals within trenches that are cut clown a siope. (1) Stabilize .soils on slo}gas, as specified in Element n_ 5- Will steep slopes be present at the site during construction? No, there are no steep slopes on the project. Any temporary cuts will be protected as needed. Element 7: Protect Drain Inlets (2.1.7) BMC 15_42060 Element l — Protect Drain Inlets. (A) All storm drain inlets made operable during construction shall be protected so that stor. runoffshalf not enrer the conveyance system wilh ourfirsr beingfiltered or treared to remove .sediment. (B) All approach roads shall be kept clean, and all.sedimew and .street wash water .shall not be affowed to enter storm drains xvirhout prior and adequate treatment unless treatment is provided before the storm drain discharges to waters of the .state. List and describe BMPs: All storm drain inlets and culverts made operable during construction shall be protected to prevent unfiltered or untreated water from entering the drainage conveyance system. However, the first priority is to keep all access roads clean of sediment and keep street wash water separate from entering storm drain inlets until treatment can be provided. The specific BMPs to protect drain inlets that shall be used on this project include: BMP C220: Storm Drain Inlet Protection (WSDOT Standard Plan 1-40.20-00) Installation Schedules: Storm Drain Inlet Protection will be implemented for all drainage inlets and culverts that could potentially be impacted by sediment -laden runoff on and near the project site. If the BMP options listed above are deemed ineffective or inappropriate during construction to satisfy the requirements set forth in the General NPDES Permit, the Certified Erosion and Sediment Control Lead Shall implement one or more alternative BMP inlet protection options. Inspection and Maintenance plan: Regular inspection of storm drain inlet protection is required. Sediment shall be removed and filter material replaced as needed. If this sediment control is observed as being ineffective and turbid water is being released, the storm drain inlet protection will either be fixed or replaced depending on the severity of disfunction. Element 8: Stabilize Channels and Outlets (2.1.8) BMC 9 ,4 .060 Element 8 — Stabilize Channels and Outlets. (A) All iernporary on -,site conveyance channels shall be designed, con,sirucled and stabilized to prevent erosion. from expected peakflows. Channels mast handle the peak volumetri c}low rate calculated using a IQ-micrate time slep ftom a Type 1 , IQ } ear, 4-hour,/requency storm. for the developed condition. Ahernallvely, the I(�-year, one-hourflow rate indicated by an approved continuous run model, increased bY a, factor of 1. 6, may be used. The hydrologic analysis must use the existing land cover condirionfor• predicting low rate's from tributary areas outside the proiect limits. For tributary areas on the project site, the analysis shall use the temporary or permanent project land cover condilion, whichever will produce the highest flow rates_ If using the Western Washington Ilydrolo y Model to predict flows, bare soil areas should be modeled as "landscaped area. „ (B) .Stabilization:, including armoring material, ade.quate ro prevent erosion: of outlets, adjacent stream barks, slopes and downstream reaches shall be provided at the outlets of'all conveyance Provide stabilization, including armoring material, adequate to prevent erosion of outlets, adjacent stream banks, slopes, and downstream reaches, will be installed at the outlets of all conveyance systems. List and describe BMPs: There are no BMPs being proposed to stabilize channels and outlets. Element 9: Control Pollutants (2.1.9) BMG ? 5. 42.060 Element 9 — Control Poflutants- (A) Design, install, implement and maintain offectivepollution prevention measures to minimize the discharge ofpollwants. (B) All pollutants, including waste materials and demolition debris, that occur on site during construction shall be handled and disposed of in a manner that does not cause contamination or stormwater. (C) Cover; containment. and prolecrionfrom vandalism shall be provided, for all chemicals, liquid products, petroleum products, and noninert wastes present on the .site (see Chapter WAC, as currently enacted or hereajier modified, for the definition of inert wagie, which is incorporated herein by this refejwnce)- (D) Maintenance and repair of heavy equipment and vehicles involving oil changes, hydraulic system drain down, solvent and de -greasing cleaning operations,,Mel tank drain down and removal, and other activities which may result in discharge or spillage of ollarrants to the ground or into storrnwuier runoff true l be conducted using spill preven lion mecareres, Such as drip pans. Contaminated.cur,faces shrill he cleaned immediately following any discharge OF spill incideelt. Emergen(y} repairs may be performed on site using temporary plastic placed beneath and, ij' raining, over the vehicle. (/,) Wheel wash, or tire bath wastewater, shall be discharged to a separate on -site trearinew system or to the sanitary .sewer-. (F) Application of agricultural chernicab, in ciudingfertilizers and pesticides, -shall be conducted in a manner and at application rates that will not result in lass of chemical to storm mngff- Man ufacturers' recom mendations shall be. followed. for application rates and procedures. (G) Management ofpH-modifying sources shallprevent conlamination of rung `'and stormwarer collected on the site. These sources include, but are not limited to, balk cernen1. cement kiln dusi, .fly ash, new concrete washing and curing waters, wade .streams generated, front concrete grindiv and sawing, exposed aggregate processes, and concrete pumping and mixer washout waters, (H) Adjust the pH ofslormwater 4-necessary to,prevent violations of water gtrali& standards. (1) Assaire that washout of con crele trucks is perforated offsire or in designated concrete wa,;/.-. o,r; areas only. Dry not wash oar concrete trucks onto the ground. or into storm drai►r.s, open dilehe,;, streets, or strearrrs- Do not dump excess concrete nn .site, except in designated concrete washout areas. Concrete spillage or concrete discharge to surface waters of the state is prohibited (J) Obtain written approvalfrom Ecology before using chemical trealmenl other than CCU_ ordr, ice to adjust pH - The following pollutants are anticipated to be present on -site: Table 1 — Pollutants Pollutant (and source, if applicable) Construction Waste Materials Concrete Waste All pollutants, including waste materials and demolition debris, that are generated onsite shall be handled and disposed of in a manner that does not cause contamination of stormwater. Good Stormwater Pollution Prevention Plan 9 housekeeping and preventative measures will be taken to ensure that the site will be kept clean, well -organized, and free of debris. If required, BMPs to be implemented to control specific sources of pollutants are discussed below. Concrete washout handling. The facility does not require a Spill Prevention, Control, and Countermeasure (SPCC) plan under the Federal regulations of the Clean Water Act (CWA). Will maintenance, fueling, and/or repair of heavy equipment and vehicles occur on -site? Yes No Will wheel wash or tire bath system BMPs be used during construction? Yes No (Only if contractor cannot install temporary construction entrance into work site) Will pH -modifying sources be present on -site? Yes X No If yes, check the source(s). Table 2 — pH -Modifying Sources None Bulk cement X Cement kiln dust Fly ash Other cementitious materials New concrete washing or curing waters X Waste streams generated from concrete grinding and sawing X Exposed aggregate processes Dewatering concrete vaults X Concrete pumping and mixer washout waters Recycled concrete Other (i.e. calcium lignosulfate) [please describe] BMP C140: Dust Control. Utilize sweeping on and adjacent to the site. Dust is not to be swept into catch basins and must either be hand swept and collected or vacuumed by mechanical equipment. BMP C151: Concrete Handling. Utilize a concrete wash -out area properly lined or in a separate bin. Do not allow pH water to enter the catch basins. Concrete trucks must not be washed out onto the ground, or into storm drains, open ditches, streets, or streams. Excess concrete must not be dumped on -site, except in designated concrete washout areas with appropriate BMPs installed. BMP C152: Sawcutting and Surface Pollution Prevention. Concrete demolition/saw cutting work can generate slurry and dust control run-off. Direct run-off away from work area and utilize vacuum trucks to transport run-off to an approved facility. If storing in temporary drums or tanks, utilize secondary protection measures and do not store directly in the ground. BMP C153: Material Delivery, Storage, and Containment. Provide adequate rain protection and secondary containment where needed. Element 10: Control Dewatering (2.1.10) BMG 15,4 .060 Element 10 — Control Dewatering. (A) A 11foundation, vault, and trench dewatering }eater, which have similar characteristics to stormwater runoffat the site, shall be discharged into a controlled conveyance. system, prior- to discharge to a sediment trap or sediment pond. Channels raust be .stabilized, as specified in Element No. 8. (B) Clean, nonturbid dewatering water, .such as well -point ground water, can be discharged it) systems tributary to ,state surface waters, as specified in Element No, 8, provided the dewalering flax° does not cause erosion orfaadzng of'the receiving waters. These clean waters should not be roared through sediment ponds with stormwater. (C) highly turbid or otherwise coniaminaied dewatering water, .such as from construction equipment operation, cfamshell digging, concrete tree:ie pour, or work inside a cofferdam, .shall he handled separately, rorn storm water at the .site. (D) Other disposal options, depending on site constraints, may irociude, by way of example: (1,1 irrf iltralion, () transport off sire in vehicle, such as a varmint, j7ush lr uck. , br lega I disposal M a manner that does aot pollute state waters, (3) on -sire lreatmew using Ecotog approved chemical treatment or other .suitable treatment technologies, (4) sanitary or combined sewer discharge with local sevver district approval, or there is no other option, (5) use of a sedimentation bag that discharges to a ditch or Swale. far• small volumes of l ocahzed dewatering. Depending upon groundwater levels during construction, some temporary dewatering may be required to facilitate construction. Temporary dewatering will be provided by pumping water to an approved settling point prior to discharging from the site. Only clean, non -turbid dewatering water (such as well -point groundwater) may be discharged to systems tributary to, or directly into, surface waters of the State, provided the dewatering flow does not cause erosion or flooding of receiving waters. See Element #8 Table 3 — Dewatering BMPs Infiltration x Transport off -site in a vehicle (vacuum truck for legal disposal) Ecology -approved on -site chemical treatment or other suitable treatment technologies Sanitary or combined sewer discharge with local sewer district approval (last resort) Use of sedimentation bag with discharge to ditch or swale (small volumes of localized dewatering) Element 11: Maintain BMPs (2.1.11) 1&4 .060 f 45477, — WE",YJF, MTFVI IAIs3 (4) A11 temporary and permanent erosion and sediment control BMPs .shall he maintained and repaired as needed to assure continued performance of their iniendedfune on. All rnaintenanCe and repair shall he conducted in accordance with BMPs. (B) Sediment control RMPs shall be inspected weekly or after a rungff-producing storm event during the dFy season and daily during the vet season. A11projects that disturb an area greater than one acre .shall have a certiflied erosion control lead available to the..site. This erasion control lead shall be responsible to provide o vervievP of ongoing day-ra-day erosion control requirements. The erosion control lead shall (within 24 hours) report to the city and Department of Ecology any .rile discharges that exceed .stale water quality .standards thal have or are likely to have entered Waters of the slaw. (C) All temporary erosion and.sedimenPt control BMPs ,shall be removed within: 30 days after final site stabilization is achieved or after the iemporary BMPs are no longer needed Trapped ,sediment shall be removed or stabilized on site. Distui bed soil areas j esullin jJ om removal of BM Ps or vegetation shrill he permanenfy ,stabilized. All temporary and permanent Erosion and Sediment Control (ESC) BMPs shall be maintained and repaired as needed to ensure continued performance of their intended function. Maintenance and repair shall be conducted in accordance with each particular BMP specification (see Volume 11 of the SWMMWW or Chapter 7 of the SWMMEW). Visual monitoring of all BMPs installed at the site will be conducted at least once every calendar week and within 24 hours of any stormwater or non-stormwater discharge from the site. If the site becomes inactive and is temporarily stabilized, the inspection frequency may be reduced to once every calendar month. All temporary ESC BMPs shall be removed within 30 days after final site stabilization is achieved or after the temporary BMPs are no longer needed. Trapped sediment shall be stabilized on -site or removed. Disturbed soil resulting from removal of either BMPs or vegetation shall be permanently stabilized. Additionally, protection must be provided for all BMPs installed for the permanent control of stormwater from sediment and compaction. BMPs that are to remain in place following completion of construction shall be examined and restored to full operating condition. If sediment enters these BMPs during construction, the sediment shall be removed and the facility shall be returned to conditions specified in the construction documents. BMP C150: Materials on Hand. Keep adequate quantities of materials on hand for maintenance and emergency situations. BMP C160 Certified Erosion and Sediment Control Lead (CESCL). There shall be a minimum of one certified CESCL for the project. The designated CESCL shall be responsible for ensuring compliance with all local, state, and federal erosion and sediment control and water quality standards. Element 12: Manage the Project (2.1.12) B C 15.4 ,060 Element T — Manage the Project. (A) Phasing of Construction. Development, projects shall be phased where feasible in order t�o prevent, to the maximum extent practicable, the transport of sediment, from the development site daring construction. Revegetation of exposed areas and mainnenance of that vegetation shall be are integral part of the clearing activities for any phase. (B) When establishing these permitted clearing and grading areas, consideration should be given to minim Ling removal of existing trees and minimizing disturbancelcompaction of native soils except as needed for building purposes_ Permitted clearing and grading areas and airy other areas required to preserve critical or sensitive areas, buffers, native growth protection easements, or tree retention areas, shall be delineated on the site plans and the de— elopmen t site- (C) Coordination with Utilities and Other Contractors. The primary pro, .ect proponent shall evaluate, with input front utilities and other cornraetors, the storm water management requirements .for the entire project including the utilities, when preparing the construction .S WPPP- (D) Inspection and Monitoring. A/I BMPs ,shall be inspected, maintained, and repaired as needed to assure continuedperfornwnce of their intended, function. E) For any project disturbing more than one acre, a certified professional in erasion and sediment control shall be identified in the construction SJVPPP and shall be on site or on call at all tames. Certifkation may be through the Washington .State Department of TransportationlAssociated General Contractors ( .SDOTIA GQ Construction Site Erosion and Sediment Control Certification Program or any equivalent local or national certification andlor training program. in the city's discretion. (F) Whenever inspection andlor monitoring reveals that the BMPs identified in the construction TPP are inadequate, due to the actrtal discharge of or potential to discharge a sign ficant amount of any pollutant, rite NSF PPP shall be modified, as appropriate, in a timely manne)•, (Q) Maintenance of the Construction S'WPPP_ The construction SWPPP shall be retained on site. The construction S WPPF shall be modified whenever there is a significant change in the design, construction, operation, or maintenance of'any BMP. The project will be managed based on the following principles: • Projects will be phased to the maximum extent practicable and seasonal work limitations will be taken into account. • Inspection and monitoring: o Inspection, maintenance and repair of all BMPs will occur as needed to ensure performance of their intended function. o Site inspections and monitoring will be conducted in accordance with Special Condition S4 of the CSWGP. • Maintain an updated SWPPP. o The SWPPP will be updated, maintained, and implemented in accordance with Special Conditions S3, S4, and S9 of the CSWGP. As site work progresses the SWPPP will be modified routinely to reflect changing site conditions. The SWPPP will be reviewed monthly to ensure the content is current. Check all the management BMPs that apply at your site: Table 4 — Management X Design the project to fit the existing topography, soils, and drainage patterns X Emphasize erosion control rather than sediment control X Minimize the extent and duration of the area exposed X Keep runoff velocities low X Retain sediment on -site X Thoroughly monitor site and maintain all ESC measures X Schedule major earthwork during the dry season Other (please describe) BMP C150: Materials on Hand. Keep adequate quantities of materials on hand for maintenance and emergency situations. BMP C160 Certified Erosion and Sediment Control Lead (CESCL). There shall be a minimum of one certified CESCL for the project. The designated CESCL shall be responsible for ensuring compliance with all local, state, and federal erosion and sediment control and water quality standards. BMP C162: Scheduling. Maintain a construction schedule that minimizes land -disturbing activity and ensures adequate BMP protection throughout the site. Changes to the work schedule shall be noted on the project plans by the CESCL. Table 5 — BMP Implementation Schedule Phase of Construction Project Stormwater BMPs Date Wet/Dry Season [Insert construction activity] [Insert BMP] [MM/DD/YYYY] [Insert Season] Phase of Construction Project Stormwater BMPs Date Wet/Dry Season [Insert construction activity] [Insert BMP] [MM/DD/YYYY] [Insert Season] Element 13: Protect Low Impact Development (LID) BMPs (2.1.13) Element 13 — Protect Low Impact Development BMPs. () Protect all bioreten don and rain garden BMPv from sedimentation through instoflodon and maintenance of erosion and.sediment control B P.s on portions of the site that drama into the bioretention andlor- rain garden: BMPs. Restore the BMP-5 ro their ful�u functioning condition i, f they accumulate sediment during construction. Restoa•ang, the Baits must include removal of sediment aand an.v sediment -laden bioretentionlrain garden sails. and replacing the remo ved .soils with soils rneetiaig the design specificatio► . (B) Prevent compacting bioretention and rain garden B RF by excluding construction equipment andfow traffic. Protect completed fawn and landscaped areas from compaction dice to construction equipment. (C) Control erosion and avoid introducing sediment, from surrounding laird uses onto permeable pavements. Do riot aflosv muddy construction egrripment on the base material or pavenwnr. Do not allow sediment -laden runoff onto permeable pavements or base materials. (D) Pavemenr fouled with ,sediments or no longer passing are initial infiltradon rest must be cleaned using procedures in accordance with the Ecology Manual or the manypeturea• 's procedures. (E) Keep all hea w equiprrren I off exislir?g soils under LLD facif hies that have been excavated to final grade to retain the infiltration rate of the .soils_ Maintain, update, and implement the SWPPP in accordance with the Construction stormwater General Permit. Notes: Projects that disturb one or more acres must have, site inspections conducted by a Certified Erosion and Sediment Control Lead (CESCL). Project sites less than one acre (not part of a larger common plan of development or sale) may have a person without CESCL certification conduct inspections. By the initiation of construction, the SWPPP must identify the CESCL or inspector, who shall be present on -site or on -call at all times. Phase development projects to the maximum degree practicable and take into account seasonal work limits. Inspection and monitoring — Inspect, maintain, and repair all BMPs as needed to assure continued performance of their intended function. Conduct site inspections and monitoring in accordance with the Construction Stormwater General Permit or local plan approval authority. Projects that disturb one or more acres must have, site inspections conducted by a Certified Erosion and Sediment Control Lead (CESCL). Project sites less than one acre (not part of a larger common plan of development or sale) may have a person without CESCL certification conduct inspections. By the initiation of construction, the SWPPP must identify the CESCL or inspector, who shall be present on -site or on -call at all times. Pollution Prevention Team (3.0) Table 6 — Team Information Title Names Phone Number Certified Erosion and TBD Sediment Control Lead (CESCL) Resident Engineer Jeff Chambers, P.E. (206) 212-0602 Emergency Ecology Melinda Wilson (NPDES) (360) 870-8290 Contact WA Emergency Management (800) 258-5990 National Response Center 800 424-880 Emergency Permittee/ Glenn Goodman (858) 449-5013 Owner Contact Non -Emergency Owner Glenn Goodman (858) 449-5013 Contact Monitoring Personnel Ecology Regional Office Northwest Regional Office 206-594-0000 Monitoring and Sampling Requirements (4.0) Monitoring includes visual inspection, sampling for water quality parameters of concern, and documentation of the inspection and sampling findings in a site log book. A site log book will be maintained for all on -site construction activities and will include: • A record of the implementation of the SWPPP and other permit requirements • Site inspections • Stormwater sampling data File a blank form under Appendix D. The site log book must be maintained on -site within reasonable access to the site and be made available upon request to Ecology or the local jurisdiction. Numeric effluent limits may be required for certain discharges to 303(d) listed waterbodies. See CSWGP Special Condition S8 and Section 5 of this template. Complete the following paragraph for sites that discharge to impaired waterbodies for fine sediment, turbidity, phosphorus, or pH: Site Inspection (4.1) Site inspections will be conducted at least once every calendar week and within 24 hours following any discharge from the site. For sites that are temporarily stabilized and inactive, the required frequency is reduced to once per calendar month. The discharge point(s) are indicated on the Site Map (see Appendix A) and in accordance with the applicable requirements of the CSWGP. Stormwater Quality Sampling (4.2) Turbidity Sampling (4.2.1) Requirements include calibrated turbidity meter or transparency tube to sample site discharges for compliance with the CSWGP. Sampling will be conducted at all discharge points at least once per calendar week. Method for sampling turbidity: Table 7 — Turbidity Sampling Method Turbidity Meter/Turbidimeter (required for disturbances 5 acres or greater in size) X Transparency Tube (option for disturbances less than 1 acre and up to 5 acres in size) The benchmark for turbidity value is 25 nephelometric turbidity units (NTU) and a transparency less than 33 centimeters. If the discharge's turbidity is 26 to 249 NTU or the transparency is less than 33 cm but equal to or greater than 6 cm, the following steps will be conducted: 1. Review the SWPPP for compliance with Special Condition S9. Make appropriate revisions within 7 days of the date the discharge exceeded the benchmark. 2. Immediately begin the process to fully implement and maintain appropriate source control and/or treatment BMPs as soon as possible. Address the problems within 10 days of the date the discharge exceeded the benchmark. If installation of necessary treatment BMPs is not feasible within 10 days, Ecology may approve additional time when the Permittee requests an extension within the initial 10-day response period. 3. Document BMP implementation and maintenance in the site log book. If the turbidity exceeds 250 NTU or the transparency is 6 cm or less at any time, the following steps will be conducted: 1. Telephone or submit an electronic report to the applicable Ecology Region's Environmental Report Tracking System (ERTS) within 24 hours. https://www.ecology.wa.gov/About-us/Get-involved/Report-an-environmental-issue • Northwest Region (King, Kitsap, Island, San Juan, Skagit, Snohomish, Whatcom): (425) 649-7000 2. Immediately begin the process to fully implement and maintain appropriate source control and/or treatment BMPs as soon as possible. Address the problems within 10 days of the date the discharge exceeded the benchmark. If installation of necessary treatment BMPs is not feasible within 10 days, Ecology may approve additional time when the Permittee requests an extension within the initial 10-day response period 3. Document BMP implementation and maintenance in the site log book. 4. Continue to sample discharges daily until one of the following is true: • Turbidity is 25 NTU (or lower). • Transparency is 33 cm (or greater). • Compliance with the water quality limit for turbidity is achieved. 0 1 - 5 NTU over background turbidity, if background is less than 50 NTU 0 1 % - 10% over background turbidity, if background is 50 NTU or greater 0 The discharge stops or is eliminated. pH Sampling (4.2.2) pH monitoring is required for "Significant concrete work" (i.e. greater than 1000 cubic yards poured concrete or recycled concrete over the life of the project).The use of engineered soils (soil amendments including but not limited to Portland cement -treated base [CTB], cement kiln dust [CKD] or fly ash) also requires pH monitoring. For significant concrete work, pH sampling will start the first day concrete is poured and continue until it is cured, typically three (3) weeks after the last pour. For engineered soils and recycled concrete, pH sampling begins when engineered soils or recycled concrete are first exposed to precipitation and continues until the area is fully stabilized. If the measured pH is 8.5 or greater, the following measures will be taken: 1. Prevent high pH water from entering storm sewer systems or surface water. 2. Adjust or neutralize the high pH water to the range of 6.5 to 8.5 su using appropriate technology such as carbon dioxide (CO2) sparging (liquid or dry ice). 3. Written approval will be obtained from Ecology prior to the use of chemical treatment other than CO2 sparging or dry ice. Method for sampling pH: Table 8 — pH Sampling Method X pH meter pH test kit Wide range pH indicator paper Discharges to 303(d) or Total Maximum Daily Load (TMDL) Waterbodies (5.0) 303(d) Listed Waterbodies (5.1) Is the receiving water 303(d) (Category 5) listed for turbidity, fine sediment, phosphorus, or pH? TMDL Waterbodies (5.2) Waste Load Allocation for CWSGP discharges: N/A Describe the method(s) for TMDL compliance: I►U_1 Discharges to TMDL receiving waterbodies will meet in -stream water quality criteria at the point of discharge. Reporting and Record Keeping (6.0) Record Keeping (6.1) Site Log Book (6.1.1) A site log book will be maintained for all on -site construction activities and will include: • A record of the implementation of the SWPPP and other permit requirements • Site inspections • Sample logs Records Retention (6.1.2) Records will be retained during the life of the project and for a minimum of three (3) years following the termination of permit coverage in accordance with Special Condition S5.0 of the CSWGP. Permit documentation to be retained on -site: • CSWGP • Permit Coverage Letter • SWPPP • Site Log Book Permit documentation will be provided within 14 days of receipt of a written request from Ecology. A copy of the SWPPP or access to the SWPPP will be provided to the public when requested in writing in accordance with Special Condition S5.G.2.b of the CSWGP. Updating the SWPPP (6.1.3) The SWPPP will be modified if: • Found ineffective in eliminating or significantly minimizing pollutants in stormwater discharges from the site. • There is a change in design, construction, operation, or maintenance at the construction site that has, or could have, a significant effect on the discharge of pollutants to waters of the State. The SWPPP will be modified within seven (7) days if inspection(s) or investigation(s) determine additional or modified BMPs are necessary for compliance. An updated timeline for BMP implementation will be prepared. Reporting (6.2) Discharge Monitoring Reports (6.2.1) Cumulative soil disturbance is less than one (1) acre; therefore, Discharge Monitoring Reports (DMRs) will not be submitted to Ecology because water quality sampling is not being conducted at the site. Cumulative soil disturbance is one (1) acre or larger; therefore, Discharge Monitoring Reports (DMRs) will be submitted to Ecology monthly. If there was no discharge during a given monitoring period the DMR will be submitted as required, reporting "No Discharge". The DMR due date is fifteen (15) days following the end of each calendar month. Notification of Noncompliance (6.2.2) If any of the terms and conditions of the permit is not met, and the resulting noncompliance may cause a threat to human health or the environment, the following actions will be taken: 1. Ecology will be notified within 24-hours of the failure to comply by calling the applicable Regional office ERTS phone number (Regional office numbers listed below). 2. Immediate action will be taken to prevent the discharge/pollution or otherwise stop or correct the noncompliance. If applicable, sampling and analysis of any noncompliance will be repeated immediately and the results submitted to Ecology within five (5) days of becoming aware of the violation. 3. A detailed written report describing the noncompliance will be submitted to Ecology within five (5) days, unless requested earlier by Ecology. Anytime turbidity sampling indicates turbidity is 250 NTUs or greater, or water transparency is 6 cm or less, the Ecology Regional office will be notified by phone within 24 hours of analysis as required by Special Condition S5.A of the CSWGP. • Northwest Region at (425) 649-7000 for Island, King, Kitsap, San Juan, Skagit, Snohomish, or Whatcom County Include the following information: 1. Your name and / Phone number 2. Permit number 3. City / County of project 4. Sample results 5. Date / Time of call 6. Date / Time of sample 7. Project name In accordance with Special Condition S4.D.5.b of the CSWGP, the Ecology Regional office will be notified if chemical treatment other than COz sparging is planned for adjustment of high pH water. Appendix/Glossary A. Site Map 0 I N N 0 N a� 0 0 0 cD / Cn c� a N d C_ 0 N ro / a� CD CITY OF FEDERAL WAY EROSION CONTROL NOTES EROSION/SEDIMENTATION CONTROL NOTES SEE SHEET CV-1.1 FOR EROSION CONTROL NOTES. SEE SHEET CV-1.2 FOR CITY OF FEDERAL WAY EROSION/SEDIMENTATION CONTROL NOTES. DEMOLITION NOTES SEE SHEET CV-1.1 FOR DEMOLITION NOTES. CONSTRUCTION SEOUENCE 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRE -CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. 2. FLAG OR FENCE CLEARING LIMITS AND INSTALL TEMPORARY TREE PROTECTION FENCING (IF APPLICABLE). 3. POST NOTICE OF CONSTRUCTION ACTIVITY SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR. 4. INSTALL INLET PROTECTION FOR CATCH BASINS, IF REQUIRED. 5. INSTALL CONSTRUCTION ENTRANCE AND EXIT. 6. INSTALL OFF -SITE CATCH BASIN PROTECTION (IF NECESSARY). 7. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH THE LOCAL JURISDICTION STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 11. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE LOCAL JURISDICTION EROSION AND SEDIMENT CONTROL STANDARDS. 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BEST MANAGEMENT PRACTICES REMOVED IF APPROPRIATE. DEMOLITION KEY 0 DEMOLISH EXISTING BUILDING IN ACCORDANCE WITH APPLICABLE CODES. CONTRACTOR SHALL REMOVE ALL ASBESTOS CONTAINING BUILDING MATERIALS IN ACCORDANCE WITH APPLICABLE CODE REQUIREMENTS. REFER TO ARCHITECTURAL PLANS FOR LIMITS OF BUILDING REMOVAL. O REMOVE EXISTING UTILITY, COMPLETELY REMOVE EXISTING UTILITY PIPE/CONDUIT/STRUCTURE AND BACKFILL WITH COMPACTED STRUCTURAL FILL. O3 DEMOLISH EXISTING CONCRETE CURB. ® DEMOLISH EXISTING CONCRETE SIDEWALK TO NEAREST JOINT. O DEMOLISH AND REMOVE EXISTING ASPHALT PAVEMENT TO DEPTH SUFFICIENT TO CONSTRUCT NEW PAVING AND IMPROVEMENTS. © SAWCUT, MATCH AND JOIN EXISTING PAVEMENT. O7 DISCONNECT AND CAP EXISTING UTILITY. ® REMOVE EXISTING FIRE HYDRANT AND RETURN TO LAKEHAVEN WATER DISTRICT. O9 PROTECT EXISTING TREE TO REMAIN. 10 REMOVE EXISTING LIGHT STANDARD AND BASE TO BE RELOCATED. ABANDON EXISTING CONDUIT IN PLACE. PATCH PAVEMENT UNLESS ADJACENT PAVEMENT IS SHOWN TO BE DEMOLISHED AND REPLACED. �D PROTECT EXISTING BUILDING TO REMAIN. 12 PROTECT EXISTING PAVEMENT TO REMAIN. 13 REMOVE EXISTING STOP BAR & SIGN 14 PROTECT EXISTING UTILITY TO REMAIN. 15 PROTECT EXISTING LIGHT STANDARD TO REMAIN. 16 REMOVE ALL EXISTING BOLLARDS (TYP). 17 REMOVE EXISTING IRRIGATION METER AND VALVE. 18 REMOVE EXISTING TREE. 19 TEMPORARY CONSTRUCTION ENTRANCE. 20 REMOVE EXISTING TRENCH DRAIN. 21 REMOVE LID AND FILL STRUCTURE W/ SAND. 22 REMOVE EX. WATER VALVE SEEDING NOTE: TEMPORARY SEEDING - WITHIN 14 DAYS AFTER CONSTRUCTION ACTIVITY CEASES ON ANY PARTICULAR AREA, ALL DISTURBED GROUND WHERE THERE WILL NOT BE CONSTRUCTION FOR LONGER THAN 21 DAYS MUST BE SEEDED WITH FAST -GERMINATING TEMPORARY SEED AND PROTECTED WITH MULCH. PERMANENT SEEDING - ALL AREAS AT FINAL GRADE MUST BE SEEDED WITHIN 14 DAYS AFTER COMPLETION OF THE MAJOR CONSTRUCTION ACTIVITY. No. Date By Revision Description PROPERTY LINE - - EXISTING CURB TO BE DEMOLISHED REMOVE EXISTING ASPHALT PAVEMENT REMOVE EXISTING CONCRETE SIDEWALK REMOVE EXISTING BUILDING SAWCUT EXISTING CONTOUR CONSTRUCTION ENTRANCE o 0 0 INLET PROTECTION LIMITS OF WORK — — — — STRAW WATTLES TEMPORARY CONSTRUCTION FENCE X SLOPE ARROW -< — TREE TO BE REMOVED X CONTRACTOR TO REMOVE ALL EXISTING SPEED BUMPS Designed By: Issue Date: WL 2/15/2022 PERMIT Drawn By: WL Checked By: Project No: JAC 10-415-018 0 34375 PO CI STV�$� OF�� 10NAL Jp VMALL PE D AR ING c� — --- ---- ---- MIT ST ICTI NS of TO 1 \� �- — — —--z �" ni 6 D _ � � N \ \,,D STOP PED o/ CROSSING NO2°26'15"E� I TRACT a 6"D THE COMMONS =- PGS.40--_ P �r I oz I 6"D QD nI o � I do I� U0 Ev CHARGING 4"D I 8"D STATION W/SIGN TYP �� i I TRUCK r 0 1 a � 0 I IIlzl II o 1 � I � CONTRACTOR TO UTILIZE WHEEL WASH ! \ 1 Iwo FACILITIES IF A CONSTRUCTION ENTRANCE 1 rn i r�� CANNOT BE INSTALLED I_ � � D o 6 11 --.•.. 21 L 1 \] - - STRAW WATTLES (TYP) 1 14 L - 8 10 3 18%I I' r 1 18%�I l 0 %I J 4 I� % I �r1 r�l ,J Ira •; 13 r 3 \ 18 %:I1 SD 1 18I rr r' 0 r r 14d r 3 1 L)r r rrl fl \ 14 18 r r r I I 18 rl 14 I 10 12 r r Q STOP i t , 14 I f rI \ \ r l � CD rr r 4. . N88-18'04"W — V r L __ 14 I I 4 20 62.36' TO SEC. P P rr /r — 5 I I 62.00' To cL —L \ rr r�� 2 18 L 16 �13 �rr��i�EE X o3 " --- — \ g 5 3- 4 XI NR, 13 I 18 3 21 BENCH i 11 i 12 3 i Icv STRAW WATTLES (TYP) \ TEMPORARY CONSTRUCTION 4 FENCE (TYP) - - 6 D LIMITS OF WORK W =t j STORM WATER - 4 I DETENTION POND 6814 Greenwood Ave. N. T (206) 522-9510 Seattle, WA 98103 WWW.PAcLAND.COM Know what's below. Call before you dig. GRAPHIC SCALE 40 0 20 40 80 160 ( IN FEET ) 1 inch = 40 ft. MERLONE GEIER PARTNERS DEMOLITION AND EROSION THE COMMONS CONTROL PLAN D-.0 FEDERAL WAY, WA B. BMP Details EDGE OF EXISTING / PAVEMENT R=25' MIN. 4" TO 8" QUARRY SPALLS MEETING REQUIREMENTS FOR HAND LAID RIP RAP (WSDOT STANDARD SPEC. 100' MIN. CONSTRUCTION ENTRANCE DETAIL 15' MIN. PROVIDE FULL WIDTH OF INGRESS / EGRESS AREA NOT TO SCALE 1. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORM WATER STRUCTURE IT WILL SERVICE. 2. THE BIGD SHALL HAVE A BUILT-IN HIGH FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 3. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. 4. PERFORM MAINTENANCE IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION ASS 8-01.3(15). DRAINAGE GRATE N RECTANGULAR GRATE SHOWN RATE DEVICE (BIDG) RETRIEVAL SYSTEM (TYP.) lllllll�E BELOW INLET GRATE DEVICE (BIGD) INLET PROTECTION DETAIL OVERFLOW BYPASS (TYP.) ANCHOR POSTS 1 1 ANCHOR POSTS iSPACING BE MIN. 4' TALL T-BAR MUST BE _ _FENCE POSTS 1 TO A ...... ORANGE MESH -ESS THAN Y3 OF PLASTIC r THE TOTAL ............................................................................................. ............................................................................................. 1 1:::...........................................:..................:;.......................... ..........si�r� 1 SECURE FENCE BOTTOM TEMPORARY CONSTRUCTION STRAW WATTLES SANDBAGS AS NEEDED (2' MIN.) TO SECURE WATTLE, TYP. STRAW WATTLE DETAIL PACLAND NTS WSDOT NTS L NTS PACLAND NTS w C) N CD CD Li Cn CD N d C_ 0 N ro i O CD No. Date By Revision Description 0i Designed By: Issue Date: WL 2/15/2022 PERMIT Drawn By: WL Checked By: Project No: JAC 10-415-018 0 34375 PO CI STV�$� OF�� 10NAL mm 6814 Greenwood Ave. N. T (206) 522-9510 Seattle, WA 98103 WWW.PAcLAND.COM Know what's below. Call before you dig. MERLONE GEIER PARTNERS THE COMMONS EROSION CONTROL DETAILS D-2.0 FEDERAL WAY, WA DOE Wabalta- https:ilecology. a.govIRegulations-PermiW uida ce-technical-assistance) torrnwater- perm ittee-guidance-resou rc esltormatter-manual s BMP 10 : High -Visibility Fence Purpose High -visibility fencing is intended to: . Restrict clearing to approved limits_ Prevent disturbance of sensitive areas, their buffers, and other areas required to be left undis- turbed_ . Limit construction traffic to designated construction entrances, exits, or intemal roads _ . Protect areas where marking with Survey tape may not provide adequate protection_ Conditions of Use To establish clearing limits plastic, fabric, or metal fence may be used: . At the boundary of sensitive areas, their buffers, and other areas required to be left uncleared. . As necessary to control vehicle access to and on the site_ Design and Installation Specifications H igh-visibility plastic fence shall be composed of a high -density polyethylene material and shall be at least four feet in height_ Posts for the fencing shall be steel or wood and placed every 6 feet on center (maximum) or as needed to ensure rigidity_ The fencing shall be fastened to the post every six inches with a polyethylene tie_ On long continuous lengths of fencing, a tension wire or rope shall be used as a top stringer to prevent sagging between posts. The fence color shall be high -visibility orange_ The fence tensile strength shall be 360 Ibsfft using the AST M ❑4595 testing method_ If appropriate install fabric silt fence in accordance with BMP C233. Silt Fence to act as high -visibility fence _Silt fence shall be at least 3 feet high and must be highly visible to meet the requirements of this BMP. Metal fences shall be designed and installed according to the manufacturer's specifications Metal fences shall be at least 3 feet high and must be highly visible _ Fences shall not be wired or stapled to trees _ 2019 Stormwater Management Manual for Western Washington Vor'um e It - Chapter 3 - Page 274 Table II-3.2: Stabilized Construction Access Ceotextile Standards (continued) Geotextile Property Required Value Crab Tensile Elongation (A TM D4632) 30% max. Mullen Burst Strength (ASTM D3786-80a) 4W psi min. AOB (ABTM D4751) 1 20-45 (U.B. standard sieve size) Consider early installation of the first lift of asphalt in areas that will be paved; this can be used as a stabilized access. Also consider the installation of excess concrete as a stabilized access. During large concrete pours, excess concrete is often available for this purpose. . Fencing (see BMP C 103, High -Visibility Fence) shall be installed as necessary to restrict traffic to the construction access. . Whenever possible, the access shall be constructed on a firm, compacted subgrade. This can substantially increase the effectiveness of the pad and reduce the need for maintenance, . Construction accesses should avoid crossing existing sidewalks and back of walk drains if at all possible. If a construction access must cross a sidewalk or back of walk drain, the full length of the sidewalk and back of walk drain must be covered and protected from sediment leaving the site. Alternative Material Specification WSDOT has raised safety concerns about the Quarry Spall rock specified above. WSDOT observes that the 4-inch to 8-inch rock sizes can become trapped between D u ally truck tires, and then released off -site at highway speeds, WSDOT has chosen to use a modified specification for the rock while continuously verifying that the Stabilized Construction Access remains effective. To remain effective, the B M P must prevent sediment from migrating off site. To date, there has been no per- formance testing to verify operation of this new specification. Jurisdictions may use the alternative specification, but must perform increased off -site inspection if they use, or allow others to use, it. Stabilized Construction Accesses may use material that meets the requirements of WSDOT's Stand- ard Specifications for Road, Bridge, and Municipal Construction Section 9-03.9(1) ( SDOT, 2016) for ballast except for the following special requirements. The grading and quality requirements are listed in Table II-3.3: Stabilized Construction Access Alternative Material Reauirements. Maintenance Standards If the fence has been damaged or visibility reduced, it shall be repaired or replaced immediately and visibility restored. BMP 105: Stabilized Construction Access PROVIDEDSHOULD CONTRACTOR NEED IT Purpose FOR CONSTRUCTION. Stabilized construction accesses are established to reduce the amount of sediment transported onto paved roads outside the projectsite byvehiclesor equipment. This isdone by constructing a sta- bilized pad ofquarry spans at entrances and exits for project sites - Conditions of Use Construction accesses she II bestabiIized wherevertrafticwiII be entering or leaving a construction Site if paved roads orothor paved a reaS a re w ith i n 1,000 feet of the site. For residential Subdivision Construdion Sites, provide a stabilized construction acoessfor each res- idonco, rathorthe nonlyatthameinsubdiviSion entrance. Stabilized SurfscesshaII be ofsuffcient Iongthlwidth to provide vehicl9 aCCesSlparking, based on lot Size and eenliguration. On large Commercial, highway, and road projects, th e d esig n or shou Id include enough extra mater- ials in the aontracttoaIlow for additional stabilized accesses not Shown in the initial Construction SWPPP. It is diff Cult to determine exactly where access to these projects will take place; additional materialswiII enable the contra ctorto install them where needed_ Design and Installation Specifications See Figure II- .1= Stabilized Construction Access fordetailS_ Note: the 1 DO' minimum length of the accessshaII be reduced to the maximum predicable size when the size or configuration of the site does not allow the full length (1 DO')_ Construct Stabilized construction accesses with a 12-inch thick pad of4linch to &inch quarry spans, a4-inch course of asphalttreated base (ATB), or use existing pavement. Do not use Crushed con - Crete, Cement, or Calcium ohloridefor Construction accessstebiIiza#ion bemuse these products raise pH levels in stormwater and concrete discharge to waters of the State is prohibited_ A separation geotextile shall be placed under the spans to prevent fine sediment from pumping up into the rock pad. Thegeotextile Shall meetthestandards listed in Table II- _2: Stabilized Con- struction Access Geotextile Standards. Table I1-3.3: Stabilized Construction Access Alternative Material Requirements (continued) Sieve Size Percent Passing 2' 65.100 3/4' 40-80 No. 4 5 max. No. 100 0-2 % Fracture 75 min. - All percentages are by weight. - The sand equivalent value and dust ratio requirements do not apply. • The fracture requirement shall be at least one fractured face and will apply the combined aggregate retained on the No. 4 sieve in accordance with FOP for AAS HT4 T 335, Ma in to ranee Standards Quarry spells shall be added if the pad is no longer in accordance with the specifications. . If the access is not preventing sediment from being tracked onto pavement, then alternative measures to keep the streets free of sediment shall be used. This may include replace- menticleaning of the existing quarry spells, street sweeping, an increase in the dimensions of the access, or the installation of BMP C 106, Wheel Wash. Any sediment that is tracked onto pavement shall be removed by shoveling or street sweep- ing. The sediment collected by sweeping shall be removed or stabilized on site, The pavement shall not be cleaned by washing down the street, except when high efficiency sweeping is inef- fective and there is a threat to public safety. If it is necessary to wash the streets, the con- struction of a small sump to contain the wash water shall be considered. The sediment would then be washed into the sump where it can be controlled. . Perform street sweeping by hand or with a high efficiency sweeper. Do not use a non -high effi- ciency mechanical sweeper because this creates dust and throws soils into storm systems or conveyance ditches. . Any quarry spells that are loosened from the pad, which end upon the roadway shall be removed) immediately, . If vehicles are entering or exiting the site at points other than the construction access(es), BMP C 103. High -Visibility Fence shall be installed to control traffic. . Upon project completion and site stabilization, all construction accesses intended as per- manent access for maintenance shall he permanently stabilized_ Figure 11-3.1: Stabilized Construction Access eu roadsi Notes: 1. arireway shall meal the requirements of 1he perinfing agency. 2. It is rewmrrended that Me arco&&s be crowned so that ru noff drains off the pad DEPARTMENT OF ECOLOGY State O1 WaShinglon 12" minimum thickness NOT TO SCALE 75' mtn_ Proyide full widih ofinGFDE&legress RPM Stabilized Construction Access Ravlsad Juna 2018 Please we bttp.-/AvWw.ecy,w4-r.gov/l;opyrigNhW for copyright notice irKluding pernnis ns, limilat ion of liabilily, and disolairrrar. 20`t9 Stormwater Management Manual for Western Washington Votuffm Il - Chapfer3 - Page 279 BM C 140: Dust Control Purpose Dust control prints wind transport of dust from disturbed soil surfaces onto roadways, drainage ways, and surface waters - Conditions of Use Use dusk control in areas (including roadways) subject to surface and air movement of dusk where on -site or off -site impacts to roadways, drainage ways, or surface waters are likely - Design and Installation Specifications . Vegetate or mulch areas that will not receive vehicle traffic- In areas where planting, mulching, or paving is impractical, apply gravel or landscaping rock- . Limit dust generation by clearing only those areas where immediate activity will take place, leaving the remaining area(s) in the original condition. Maintain the original ground cover as long as practical- . Construct natural or artificial windbreaks or windscreens- These may be designed as enclos- ures for small dusk sources- . Sprinkle the site with water until the surface is wet- Repeat as needed- To prevent carryout of mud onto the street, refer to B M P C 105, Stabilized Construction Access and B M P C 106, Wheel Wash- — - • Irrigation water can be used for dusk control- Irrigation systems should be installed as a first step on sites where dusk control is a concern- . Spray exposed soil areas with a dust palliative, following the manufacturer's instructions and cautions regarding handling and application- Used oil is prohibited from use as a dust sup- pressant- Local governments may approve other dust palliatives such as calcium chloride or PAM - . PAM (BMP C126, Polyacrylamide (PAM) for Soil Erosion Protection} addad to water at a rate Of Q-5 pounds per I,000 gallons of water per acre and applied from a water truck is more effect- ive than water alone- This is due to increased infiltration of water into the soil and reduced evaporation- In addition, small soil particles are bonded together and are not as easily trans- ported by wind- Adding PAM may reduce the quantity of water needed for dust control- Note that the application rate specified here applies to this BMP, and is not the same application rate that is specified in B M P C 126, Polyacrylamida (PAM) for Soil Erosion Protection, but the downstream protections still apply - Refer to B M P C126, P olyacrylamid a (PAM) for Soil Erosion Protection for conditions of use- PAM shall not be directly applied to water or allowed to enter awater body- . Contact your local Air Pollution Control Authority for guidance and training another dust con- trol measures- Compliance with the local Air Pollution Control Authority constitutes compliance with this 6MP. . Use vacuum street sweepers_ Remove mud and other dirt promptly so it does not dry and then turn into dust. . Techniques that can be used for unpaved roads and lots include, 0 Lower speed limits. High vehicle speed increases the amount of dust stirred up from unpaved roadsand lots- 0 Upgrade the road surface strength by improving particle size, shape, and mineral types that make upthe surface and base materials_ {} Add surface gravel to reduce the source of dust emission. Limit the amount of fine particles (those smaller than _075 mm) to 10 to 20 percent_ { Use geotextile fabrics to increase the strength of new roads or roads undergoing recon- struction_ { Encourage the use of alternate, paved routes, if available_ { Apply chemical dust suppressants using the admix method, blending the product with the top few inches of surface material_ Suppressants may also be applied as surface treatments - Li m it dust -causing work on winder days_ {} Pave unpaved permanent roads and other trafficked areas_ Maintenance Standards Resp ray a rea as necessa ry to kee p d ust to a minimum_ BMP 1 D: Materials on Hand Purpose Keep quantities of erosion prevention and sediment control materials on the project site at all times to be used for regular maintenance and emergency situations such as unexpected heavy rains_ Hav- ing these materials on -site reduces the time needed to replace existing or implement new BMPs when inspections indicate that existing BMPs are not meeting the Construction SVVPPP require- ments_ In addition, contractorscan save money by burring some materials in bulk and storing them at their office or yard _ Conditions of Use . Construction projects of any size or type can benefit from having materials on hand- Asmall commercial development project could have a roll of plastic and some gravel available for immediate protection of bare soil and temporary berm construction_ A large earthwork project, such as highway oonstruction, might have several tans of straw, several rolls of plastic, flexible pipe, sandbags, geotextile fabric and steel'7 posts. . Materials should be stockpiled and readily available before any site clearing, grubbing, or earthwork begins., large contractor or project propenentcould keep a stockpile of materials that are available for use on several projects. . If storage space at the project site is at a premium, the contractor could maintain the materials at their office or yard. The office or yard must be less than an hour from the project site. Design and Installation Specifications Depending on project type, size, complexity, and length, materials and q ua ntities w i I I vary. Agood minimum list of items that will cover numerous situations includes: . Clear Plastic, 6 mil . Drainpipe, 6 or 8 inch diameter . Sandbags, filled . Straw Balesfor mulching Quarry SpaIIs . Washed Gravel eotextile Fabric . Catch Basin Inserts Steel "T" Posts . Silt fence material . Straw Wattles Maintenance Standards . All materials with the exception of the quarry Bpalls, steel "T" pests, and gravel should be kept covered and out of both sun and rain. • Restock materials as needed. BLIP 157: Concrete Handling Purpose Concrete work can generate process water and slurry that contain fine particles and high pH, both of which can violate water quality standards in the receiving water. Concrete spillage or concrete dis- charge to waters of the State is prohibited. Use this BMP to minimize and eliminate concrete, con- crete process water, and concrete slurry from entering waters of the State. Conditions of Use luny time concrete is used, utilize these management practices_ Concrete construction project com- ponents include, but are net limited to: . Curbs • Sidewalks • Road s • Bridges . Foundations . Floors • Runways Disposal option s for concrete, in order of preference are: 1, Off-sitedisposal . Concrete wash -out areas (see BMPC154= Concrete Washout Area) I De minimus washout to formed areas awaiting concrete Design and InstaIlation Specifications . Wash concrete truck drums at an approved off -site location or in designated concrete washout areas only. Do not washout concrete trucks onto the ground (including formed areas awaiting concrete), or into storm drains, open ditches, streets, or streams_ Refer to B M P C154: Concrete Washout Area for information on concrete wa shout areas_ Return unused concrete remaining in the truck and pump to the originating batch plant for recycling_ Do not dumpexcess concrete on site, except in designated concrete washout areasasaIlowed in B M P C154: Concrete Washout Area_ . Wash small concrete handling equipment (e.g_ hand tools, screeds, shovels, rakes, floats, trowels, and wheelbarrows) into designated concrete washout areas or into formed areas awaiting concrete pour, . At no time shall concrete bewashed off into thefootprintof an area wherean infiltration fea- ture will be installed. . Wash equipment difficultto move, such asconcrete paving machines, in areas that -do notdir- ectlydrain to natural or constructed stormwater conveyance or potential infiltration areas_ • Do not allow washwater from areas, such as concrete aggregate driveways, todrain directly (without detention ortreatment) to natural or -constructed stormwaterconveyances. • Contain washwater and leftover product in a lined container when no designated concrete washout areas (or formed areas, allowed as described above) are available. Dispose of con- tained concrete and concrete washwater (process water) properly. Always use forms or solid barriers for concrete pours, such as pilings, within 15-feet of surface waters. Refer to BMP C252: Treating and Disposing of High pH Water for pH adjustment require- ments, . Refer to the Construction Stormwater general Permit (CWGP)for pH monitoring require- ments if the project involves one of the following activities: c, Significant concrete work (as defined in the C W P) o The use of soils amended with (but not limited to) Parkland cement -treated base, cement kiln dust or fly ash. t. Discharging stormwater to segments of water bodies on the 303(d) list (Category 5) for high pH. Maintenance Standards Check containers for holes in the liner daily during concrete pours and repair the same day. C. Correspondence D. Site Inspection Form DOE Website: https://www.ecology.wa.gov/Regulations-Permits/Permits- certification s/Stormwater-general-perm its/Construction-stormwater-permit E. Stormwater General Permit (CSWGP) DOE Website: https://www.ecology.wa.gov/Regulations-Permits/Permits- certification s/Stormwater-general-perm its/Construction-Stormwater-permit F. 303(d) List Waterbodies / TMDL Waterbodies Information G. Contaminated Site Information H. Engineering Calculations a. Sediment/detention Control Fiow Frequency Return Periods #or Mitigated Return Period Flow(cfs 12 year 0.3431 5 year 0.454 14 year 0.494766 5 year 0.574336 54 year 0.635237 100 year 0.697617 0.343138 38 CFS\ _0.377(Ac S ) POC #1 Design Storm For Sediment Train RESUBMITTED 8/23/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT Construction Stormwater General Permit (CSWGP) 22-10I385 Stormwater Pollution Prevention Plan (SWPPP) for Sears Service Center Improvements Prepared for: Department of Ecology City of Federal Way Permittee / Owner Developer Operator / Contractor Merlone Geier Merlone Geier TBD 4365 Executive Dr # 1400, 4365 Executive Dr # 1400, San Diego, CA 92121 San Diego, CA 92121 Certified Erosion and Sediment Control Lead (CESCL) Name Organization Contact Phone Number TBD TBD TBD SWPPP Prepared By Name Organization Contact Phone Number Jeff Chambers, P.E. PACLAND 206-212-0602 SWPPP Preparation Date February 2023 Project Construction Dates Activity / Phase Start Date End Date Construction June 2022 November 2022 ' SW31N$slk Afpral Wav Vk t 9 32&h St SITE s a36cf« S 318th St _ Wetlands Park Figure 1- Site Locatio► Table of Contents ProjectInformation(1.0)..............................................................................................................7 ExistingConditions (1.1).............................................................................................................7 Proposed Construction Activities (1.2)........................................................................................8 Construction Stormwater Best Management Practices (BMPs)(2.0)...........................................9 The12 Elements(2.1).................................................................................................................9 element 1: Preserve Vegetation / Mark Clearing Limits(2.1.1)....................................................9 element 2: Establish Construction Access (2.1.2).....................................................................10 element 3: Control Flow Rates(2.1.3).......................................................................................10 element 4: Install Sediment Controls(2.1.4)..............................................................................12 element 5: Stabilize Soils(2.1.5)...............................................................................................14 element 6: Protect Slopes(2.1.6)..............................................................................................16 element 7: Protect Drain Inlets(2.1.7).......................................................................................17 element 8: Stabilize Channels and Outlets(2.1.8).....................................................................18 Element 9: Control Pollutants(2.1.9).........................................................................................19 Table 1 — Pollutants 20 Table 2 — PH -Modifying Sources 20 element 10: Control Dewatering(2.1.10)...................................................................................22 Table 3 — Dewatering BMPs 22 Element 11: Maintain BMPs(2.1.11).........................................................................................23 Element 12: Manage the Project(2.1.12)..................................................................................25 table 4 — Management 26 table 5 — BMP Implementation Schedule 27 Element 13: Protect Low impact Development (LID) BMPs(2.1.13)..........................................29 Pollution Prevention Team(3.0)................................................................................................30 Table 6 — Team Information 30 Monitoring and sampling requirements (4.0).............................................................................31 SiteInspection (4.1)..................................................................................................................31 Stormwater Quality Sampling(4.2)............................................................................................31 Turbidity Sampling (4.2.1).........................................................................................................31 Table 7 — Turbidity Sampling Method 31 PHSAMPLING (4.2.2)..............................................................................................................33 Table 8 — pH Sampling Method 33 Discharges to 303(d) or Total Maximum Daily Load (TMDL) Waterbodies (5.0) ........................34 303(d) listed waterbodies(5.1)..................................................................................................34 TMDL Waterbodies(5.2)...........................................................................................................34 Reporting and Record Keeping(6.0).........................................................................................35 RecordKeeping(6.1)................................................................................................................35 SiteLog Book (6.1.1)................................................................................................................35 RecordsRetention (6.1.2).........................................................................................................35 Updating the SWPPP(6.1.3).....................................................................................................35 Reporting(6.2)..........................................................................................................................36 Discharge Monitoring Reports(6.2.1)........................................................................................36 Notification of Noncompliance(6.2.2)........................................................................................36 List of Appendices A. Site Map B. BMP Details and City Manual Reference and City Manual Reference C. Correspondence D. Site Inspection Form E. Construction Stormwater General Permit (CSWGP) F. 303(d) List Waterbodies/TMDL Waterbodies Information G. Contaminated Site Information H. Engineering Calculations List of Acronyms and Abbreviations Acronym / Abbreviation Explanation 303(d) Section of the Clean Water Act pertaining to Impaired Waterbodies BFO Bellingham Field Office of the Department of Ecology BMP(s) Best Management Practice(s) CESCL Certified Erosion and Sediment Control Lead COz Carbon Dioxide CRO Central Regional Office of the Department of Ecology CSWGP Construction Stormwater General Permit CWA Clean Water Act DMR Discharge Monitoring Report DO Dissolved Oxygen Ecology Washington State Department of Ecology EPA United States Environmental Protection Agency ERO Eastern Regional Office of the Department of Ecology ERTS Environmental Report Tracking System ESC Erosion and Sediment Control GUILD General Use Level Designation NPDES National Pollutant Discharge Elimination System NTU Nephelometric Turbidity Units NWRO Northwest Regional Office of the Department of Ecology pH Power of Hydrogen RCW Revised Code of Washington SPCC Spill Prevention, Control, and Countermeasure sU Standard Units SWMMEW Stormwater Management Manual for Eastern Washington SWMMWW Stormwater Management Manual for Western Washington SWPPP Stormwater Pollution Prevention Plan TESC Temporary Erosion and Sediment Control SWRO Southwest Regional Office of the Department of Ecology TMDL Total Maximum Daily Load VFO Vancouver Field Office of the Department of Ecology WAC Washington Administrative Code WSDOT Washington Department of Transportation WWHM Western Washington Hydrology Model Project Information (1.0) Project/Site Name: The Commons (Sears Service Center Renovations) Street/Location: 1701 S Commons City: Federal Way State: WA Zip code: 98003 Receiving waterbody: Groundwater/ Hylebos Creek Existing Conditions (1.1) Total acreage (including support activities such as off -site equipment staging yards, material storage areas, borrow areas). Total acreage: 0.95 Disturbed acreage: 0.90 Landscape topography: The area of the site slopes from the northeast side of the project site (elevation 416') to the southwest (elevation 412') on the order of 2 feet. Drainage patterns: The current drainage system drains into an existing stormwater conveyance system before discharging to the City's system in S 320th St. The proposed renovations will not alter the existing drainage pattern. Existing Vegetation: The existing landscaping will not be modified unless the plants need replacing or trees need to be removed. New landscaping will receive amended soils. Critical Areas: No known critical areas exist on site. List of known impairments for 303(d) listed or Total Maximum Daily Load (TMDL) for the receiving waterbody: Hylebos Creek (West and North Fork) is currently listed on the EPA's 303(d) Clean Water Act watershed assessment listing as `Polluted Waters' for fecal coliform bacteria, as well as under the 'Bioassessment' parameter (definitive biological degradation of aquatic life). It is a `Water of Concern' for dissolved oxygen. Hylebos Creek East Fork is listed separately as `Polluted Waters' for fecal coliform and copper levels. Although a Total Maximum Daily Load (TMDL) is required, none is currently established. There are no known existing pollutants on the site. Proposed Construction Activities (1.2) Description of site development: The development will consist of the construction of new parking areas, sidewalks, and landscape islands. The existing building structure will remain but there are proposed tenant improvements internally. Description of construction activities: Construction activities will consist of demolition of hardscape areas. Utility connections will be made into the existing systems onsite. Description of site drainage including flow from and onto adjacent properties. Must be consistent with Site Map in Appendix A: The majority of the on -site stormwater will be captured by the existing stormwater conveyance system and routed through a new enhanced treatment system before discharging to the existing City system in S 320' St. Description of final stabilization: Upon completion of construction, any unpaved areas that have been disturbed as a result of construction will have new landscaping and amended soils. Contaminated Site Information: Proposed activities regarding contaminated soils or groundwater (example: on -site treatment system, authorized sanitary sewer discharge): N/A. Construction Stormwater Best Management Practices (BMPs) (2.0) The SWPPP is a living document reflecting current conditions and changes throughout the life of the project. These changes may be informal (i.e. hand-written notes and deletions). Update the SWPPP when the CESCL has noted a deficiency in BMPs or deviation from original design. The 12 Elements (2.1) Element 1: Preserve Vegetation / Mark Clearing Limits (2.1.1) DMC 15. 4 .060 Element ? — Preserve Vegetation) Park Clearing- Limits. Prior to beginning land -disturbing activities, including clearing and grading, all clearing limits. sensitive areas end their buffers, and trees that are to be preserved within the construction area should be clearly marked, Both in the field and on the plans, to prevent damage and off -site impacts. Plastic, metal, or sake wire fence may be used to mark the clearing ffrnits. Retain the duff layer. native top soil, and natural vegetation in an undisturbed state to the maximum degree practicable. List and describe BMPs: To protect adjacent properties and to reduce the area of soil exposed to construction, the limits of construction will be clearly marked before land -disturbing activities begin. In general, natural vegetation and native topsoil shall be retained in an undisturbed state to the maximum extent possible. The BMPs relevant to marking the clearing limits that will be applied for this project include: BMP C103: High Visibility Plastic or Metal Fence (WSDOT Standard Plan I-10.10-01) Installation Schedules: To avoid potential erosion and sediment control issues, the Certified Erosion and Sediment Control Lead will promptly initiate the implementation of one or more alternative BMPs after the first sign that existing BMPs are ineffective or failing. Inspection and Maintenance plan: Inspect flagged and/or fenced areas regularly to make sure flagging or fencing has not been removed or damaged. If the flagging or fencing has been damaged or visibility reduced, it shall be repaired or replaced immediately, and visibility restored. If the fence has been damaged or visibility reduced, it shall be repaired or replaced immediately, and visibility restored. Responsible Staff: CESCL Element 2: Establish Construction Access (2.1.2) 8ibMC 15,42.060 Element 2 — Establish Construction Access_ (A) Construction vehicle access and exit shall be limited to one route i possible. (B) access points shall bestabilized with quarry spall or c-rushed rock to mir imize the tracking cif. sediment onto public roads, (C) Ff'lxeel wash or tare baths should be located on site, ij'applicable. (D) Public roads shall at a 7ninrmum be cleaned thoroughly at the end of each day_ .Sediment shall be removed from roads by shoveling or pickup sweeping and shall be transported to a controlled sediment disposal area. Street washing will be allowed only after sediment is removed in this wanner. (E) Street wash wastewater shall be controlled by pumping back on site, or otherwise be prevented from discharging into systems tributary to stale surface waters. (F) Control street wash wastewater bvpu ping back on sire, or otherwise prevent it from discharging into systems tributar v to waters of the state. List and describe BMPs: Construction access or activities occurring on unpaved areas shall be minimized, yet where necessary, access points shall be stabilized to minimize the tracking of sediment onto public roads, and wheel washing, street sweeping, and street cleaning shall be employed to prevent sediment from entering state waters. Installation Schedules: To avoid potential erosion and sediment control issues, the Certified Erosion and Sediment Control Lead will promptly initiate the implementation of one or more alternative BMPs after the first sign that existing BMPs are ineffective or failing. Inspection and Maintenance plan: If the entrance is not preventing sediment from being tracked onto pavement, then alternative measures to keep the streets free of sediment shall be used. This may include replacement/cleaning of the existing quarry spalls, street sweeping, an increase in the dimensions of the entrance, or the installation of a wheel wash. Any sediment that is tracked onto pavement shall be removed by shoveling or street sweeping. The sediment collected by sweeping shall be removed or stabilized on site. The pavement shall not be cleaned by washing down the street, except when high efficiency sweeping is ineffective and there is a threat to public safety. If it is necessary to wash the streets, the construction of a small sump to contain the wash water shall be considered. The sediment would then be washed into the sump where it can be controlled. Perform street sweeping by hand or with a high efficiency sweeper. Do not use a non -high efficiency mechanical sweeper because this creates dust and throws soils into storm systems or conveyance ditches. Any quarry spalls that are loosened from the pad, which end up on the roadway shall be removed immediately. If vehicles are entering or exiting the site at points other than the construction entrance(s), fencing (see BMP C103) shall be installed to control traffic. Upon project completion and site stabilization, all construction accesses intended as permanent access for maintenance shall be permanently stabilized. Responsible Staff: CESCL Element 4: Install Sediment Controls (2.1.4) Br G 15_ 42-060 (A) Design, install, and waintain effective erosion controls aid sediment controls to minimize the discharge ofpol/utanfs_ (B) Construct sediment control BMFs (sediment ponds, Traps, filters, etc.) as one of the flr:si steps in grading. These BMPs shall be_ functional before other land -disturbing activities take place. (C) Minimize sediment discharges from the site_ The design, installation and maintenance of erosion and sediment controls must address factors such as Me arnouni, freque► ey, intensity and duration ofprecipifation, the mature nfresulfing.sformwater runoff; and.soilCharacteri.stic.s, invIuding the range ofsoilpariicle ,sizes expected to be present on the site. (D) Direct stormwater runoff from disturbed areas through a sediment pond or other appropriate sediment removal BMP, before the runoff leaves a construction site or before discharge to are ir!fiftratiori facifiev. Runojfjiomfidly stabilized areas may he discharged withove a sedimew removal BMP, but must meet the, flow control performance ,standard in subsection F e iii rt o}-tlri's section (Element 3.rt). (G) Locate BMPs intended to trap sedlient on site in a manner to avoid inierference with the movement of Juvenile .salmonids attempting to enter off=channel areas or drainages. I(b) Where feasible. design outlet str clures That withdraw impounded stormwaterfrom the swy4ce to avoid dischargirig sediment that is .sfil/ suspended lower in the water cvlr mfo. All stormwater runoff from disturbed areas shall pass through an appropriate sediment removal BMP before leaving the construction site. BMP C235: Wattles/Compost Socks (WSDOT Standard Plan 1-30.40) To avoid potential erosion and sediment control issues that may cause a violation(s) of the NPDES Construction Stormwater permit, the Certified Erosion and Sediment Control Lead will promptly initiate the implementation of alternative BMPs; after the first sign that existing BMPs are ineffective or failing. In addition, sediment will be removed from paved areas in and adjacent to construction work areas manually or using mechanical sweepers, as needed, to minimize tracking of sediments on vehicle tires away from the site and to minimize wash -off of sediments from adjacent streets in runoff. Install wattles at locations where silted stormwater may flow away from the site and enter undisturbed areas. Wattles/Compost Socks will be used as a barrier between the demolition area and existing parking area. Contractor will utilize wattles and temporary asphalt berms to avoid existing parking lot water from leaving the construction area. No more than 1,999 square feet of unstabilized material shall be exposed without temporary sediment/detention control. Responsible Staff: CESCL Element 5: Stabilize Soils (2.1.5) BMC 15,4Z060 EWmetrt 5 — Stabilize Soils. (A) All exposed and unworlked soils shalt be stabilised by application of effective BMPs that protect the .sail front the erosive, farces of raindrop impact and flowing water, and wind ermion. Applicable BMPs include, btrt are nor limited io: temporary and permanent seeding, sodding, mulching, plastic covering, erosion control fabrics and matting, .soil application of pofyacrylamide (PAM), the early application of gravel base eariv on areas to be paved, and dust control. (B) Control stormwater volume and velocity within the site to minimize soil erosion. (C) Control ,stormwater discharges, including froth freak flow rates and total ,stormwater volume, to minirtrize erosion at outlets and io minimize downstream channel and stream bank erosion. (D) From October Ist through April 30th of'each year, no sons shall remain exposed and unworked for more than two days. From Mav 1st to September 301h of each year, no soils shall remain exposed and unworke€l for more than seven days. This condition applies to all soils on site, whether at final grade or not. (E) Stabilize soils at the crud of the shift before a hofiday or weekend if needed based on rite weather forecast_ (F) Minimize the amount ofsoil crposed during construction activity. (G) Minimize the disturbance of steep slopes. (H) Minimize soil compacrion and, unless iiM/easihle, preserve ropsoil (1) Applicable practices include, but are not limited to, temporary and permanent seeding, sodding, mulching, plastic covering, .soil application ofpolyacrylanude (PA ), early application of gravel base on areas to be paved, and dust control, (J) Soil stabilization measures selected should be appropriate for the time of year; site conditions, estimated duration of u-se, andpntenticaf writer qucalit , impacts that .stabilization agents maj, have on downstream graters orgrotind water. (K) Soil stockpiles mavi be .stabilized and protected with sediment trapping measures and, where possible, locate away from storm drain inlets, waterways and drainage channels. (L) Work on linear construction sites and activities, including right-of-way and easement clearing, roadway development, pipelines, and trenching.for utilities. .shall not exceed the capahifity of the individual contractorfor his portion of the project to insiall the bedding materials, roadbeds. structures, pipelines, andlor utilities, and to restabrlize the distur•bedsorls, meeting the timing conditions listed above. M In addition, at the discretion of the public works director, those sites unable to maintain the quality of their ,stormwater discharge may he required to provide ,soil stabilization to all exposed soil areas regardless of the working stoats of the area. Upon written notijication, the property owner shall provide {ulf stabilization ofall exposed soil areas within 24 hours. West of the Cascade Mountains Crest Season Dates Number of Days Soils Can be Left Exposed During the Dry Season May 1 — September 30 7 days During the Wet Season October 1 — April 30 2 days East of the Cascade Mountains Crest, except the Central Basin* Soils must be stabilized at the end of the shift before a holiday or weekend if needed based on the weather forecast. Anticipated project dates: Start date: June 2022 End date: November 2022 Will you construct during the wet season? Yes No List and describe BMPs: BMP C120: Temporary and Permanent Seeding Installation Schedules: Exposed and unworked soils shall be stabilized with the application of effective BMPs to prevent erosion throughout the life of the project. To avoid potential erosion and sediment control issues, the Certified Erosion and Sediment Control Lead will promptly initiate the implementation of one or more alternative BMP(s) after the first sign that existing BMP(s) are ineffective or failing. In general, cut and fill slopes will be stabilized as soon as possible, and soil stockpiles will be temporarily covered with plastic sheeting. All stockpiled soils shall be stabilized from erosion, protected with sediment trapping measures, and where possible, be located away from storm drain inlets, waterways, and drainage channels. Inspection and Maintenance plan: Regular inspection of seeding is required. The seeding shall be removed and replaced as needed. Responsible Staff: CESCL Element 6: Protect Slopes (2.1.6) BA4C i 5_ 42-060 DOMent 6 — Protect Slopes. (A) Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Applicablepractices include, bur are not lirndied to, reducing continuous length of'slope with lenacing and diversions, reducing slope steepness. and roughening slope sun faces (pr example, track walking). (B) Consider soil type and its potentialfor erosion. (C') Reduce slope rungff velocities by reducing the continuous length of slope with terracing and diversions, reduce slope steepness, and roughen .slope surJucu. (D) Divert upslope drainage and nin-on wafers,/rout off site with interceptors at top of slope_ Off - site slormwarer should be handled separately,f'om stormwarer generated on the site_ Diversion of off -site storm water around the site may be a viable option. Diverted flows shall be redirected to the natural drainage location at or before the property boundary, (E) Contain down slope collected flows in pipes, slope drains, or proumed channels to prevent erosion. Temporary pipe slope drains must handle the peak volumetric flow rate calculated using a I0-minute lime step frorn a Type IA, I0-}year. 4-hourfrequency storm for the developed condition. Ahernatively, the 10-}year oow-hour flow rate predicted by are approved continuous rungff model, increased by a faeror of 1-6. may be used_ The hydrologic analysis mu,o use the existing laird cover condition for predicting f ow rates front tributary areas outside the project limits. For tribe tar areas on the project site, the analysis wrest use the temporary orpermanent project land cover condition, whichever will produce the highest flow rates, if using the Western Washington Hydrology Model to predict, f lows, bare ,soil areas ,should he modeled as "landscaped area. " (#,) Provide drainage to remove groundwater irrier:secring the ,slope surface of exposed ,soil areas, () Exca vaned ma serial shall be placed on the uphill side of `trenches, consistent with safely and .space con.i deration.v_ (H) Check dams shall be placed at regular- intervals within trenches that are cut clown a siope. (1) Stabilize .soils on slo}gas, as specified in Element n_ 5- Will steep slopes be present at the site during construction? No, there are no steep slopes on the project. Any temporary cuts will be protected as needed. Element 7: Protect Drain Inlets (2.1.7) BMC 15_42060 Element l — Protect Drain Inlets. (A) All storm drain inlets made operable during construction shall be protected so that stor. runoffshalf not enrer the conveyance system wilh ourfirsr beingfiltered or treared to remove .sediment. (B) All approach roads shall be kept clean, and all.sedimew and .street wash water .shall not be affowed to enter storm drains xvirhout prior and adequate treatment unless treatment is provided before the storm drain discharges to waters of the .state. List and describe BMPs: All storm drain inlets and culverts made operable during construction shall be protected to prevent unfiltered or untreated water from entering the drainage conveyance system. However, the first priority is to keep all access roads clean of sediment and keep street wash water separate from entering storm drain inlets until treatment can be provided. The specific BMPs to protect drain inlets that shall be used on this project include: BMP C220: Storm Drain Inlet Protection (WSDOT Standard Plan 1-40.20-00) Installation Schedules: Storm Drain Inlet Protection will be implemented for all drainage inlets and culverts that could potentially be impacted by sediment -laden runoff on and near the project site. If the BMP options listed above are deemed ineffective or inappropriate during construction to satisfy the requirements set forth in the General NPDES Permit, the Certified Erosion and Sediment Control Lead Shall implement one or more alternative BMP inlet protection options. Inspection and Maintenance plan: Regular inspection of storm drain inlet protection is required. Sediment shall be removed and filter material replaced as needed. If this sediment control is observed as being ineffective and turbid water is being released, the storm drain inlet protection will either be fixed or replaced depending on the severity of disfunction. Element 8: Stabilize Channels and Outlets (2.1.8) BMC 9 ,4 .060 Element 8 — Stabilize Channels and Outlets. (A) All iernporary on -,site conveyance channels shall be designed, con,sirucled and stabilized to prevent erosion. from expected peakflows. Channels mast handle the peak volumetri c}low rate calculated using a IQ-micrate time slep ftom a Type 1 , IQ } ear, 4-hour,/requency storm. for the developed condition. Ahernallvely, the I(�-year, one-hourflow rate indicated by an approved continuous run model, increased bY a, factor of 1. 6, may be used. The hydrologic analysis must use the existing land cover condirionfor• predicting low rate's from tributary areas outside the proiect limits. For tributary areas on the project site, the analysis shall use the temporary or permanent project land cover condilion, whichever will produce the highest flow rates_ If using the Western Washington Ilydrolo y Model to predict flows, bare soil areas should be modeled as "landscaped area. „ (B) .Stabilization:, including armoring material, ade.quate ro prevent erosion: of outlets, adjacent stream barks, slopes and downstream reaches shall be provided at the outlets of'all conveyance Provide stabilization, including armoring material, adequate to prevent erosion of outlets, adjacent stream banks, slopes, and downstream reaches, will be installed at the outlets of all conveyance systems. List and describe BMPs: There are no BMPs being proposed to stabilize channels and outlets. Element 9: Control Pollutants (2.1.9) BMG ? 5. 42.060 Element 9 — Control Poflutants- (A) Design, install, implement and maintain offectivepollution prevention measures to minimize the discharge ofpollwants. (B) All pollutants, including waste materials and demolition debris, that occur on site during construction shall be handled and disposed of in a manner that does not cause contamination or stormwater. (C) Cover; containment. and prolecrionfrom vandalism shall be provided, for all chemicals, liquid products, petroleum products, and noninert wastes present on the .site (see Chapter WAC, as currently enacted or hereajier modified, for the definition of inert wagie, which is incorporated herein by this refejwnce)- (D) Maintenance and repair of heavy equipment and vehicles involving oil changes, hydraulic system drain down, solvent and de -greasing cleaning operations,,Mel tank drain down and removal, and other activities which may result in discharge or spillage of ollarrants to the ground or into storrnwuier runoff true l be conducted using spill preven lion mecareres, Such as drip pans. Contaminated.cur,faces shrill he cleaned immediately following any discharge OF spill incideelt. Emergen(y} repairs may be performed on site using temporary plastic placed beneath and, ij' raining, over the vehicle. (/,) Wheel wash, or tire bath wastewater, shall be discharged to a separate on -site trearinew system or to the sanitary .sewer-. (F) Application of agricultural chernicab, in ciudingfertilizers and pesticides, -shall be conducted in a manner and at application rates that will not result in lass of chemical to storm mngff- Man ufacturers' recom mendations shall be. followed. for application rates and procedures. (G) Management ofpH-modifying sources shallprevent conlamination of rung `'and stormwarer collected on the site. These sources include, but are not limited to, balk cernen1. cement kiln dusi, .fly ash, new concrete washing and curing waters, wade .streams generated, front concrete grindiv and sawing, exposed aggregate processes, and concrete pumping and mixer washout waters, (H) Adjust the pH ofslormwater 4-necessary to,prevent violations of water gtrali& standards. (1) Assaire that washout of con crele trucks is perforated offsire or in designated concrete wa,;/.-. o,r; areas only. Dry not wash oar concrete trucks onto the ground. or into storm drai►r.s, open dilehe,;, streets, or strearrrs- Do not dump excess concrete nn .site, except in designated concrete washout areas. Concrete spillage or concrete discharge to surface waters of the state is prohibited (J) Obtain written approvalfrom Ecology before using chemical trealmenl other than CCU_ ordr, ice to adjust pH - The following pollutants are anticipated to be present on -site: Table 1 — Pollutants Pollutant (and source, if applicable) Construction Waste Materials Concrete Waste All pollutants, including waste materials and demolition debris, that are generated onsite shall be handled and disposed of in a manner that does not cause contamination of stormwater. Good Stormwater Pollution Prevention Plan 9 housekeeping and preventative measures will be taken to ensure that the site will be kept clean, well -organized, and free of debris. If required, BMPs to be implemented to control specific sources of pollutants are discussed below. Concrete washout handling. The facility does not require a Spill Prevention, Control, and Countermeasure (SPCC) plan under the Federal regulations of the Clean Water Act (CWA). Will maintenance, fueling, and/or repair of heavy equipment and vehicles occur on -site? Yes No Will wheel wash or tire bath system BMPs be used during construction? Yes No (Only if contractor cannot install temporary construction entrance into work site) Will pH -modifying sources be present on -site? Yes X No If yes, check the source(s). Table 2 — pH -Modifying Sources None Bulk cement X Cement kiln dust Fly ash Other cementitious materials New concrete washing or curing waters X Waste streams generated from concrete grinding and sawing X Exposed aggregate processes Dewatering concrete vaults X Concrete pumping and mixer washout waters Recycled concrete Other (i.e. calcium lignosulfate) [please describe] BMP C140: Dust Control. Utilize sweeping on and adjacent to the site. Dust is not to be swept into catch basins and must either be hand swept and collected or vacuumed by mechanical equipment. BMP C151: Concrete Handling. Utilize a concrete wash -out area properly lined or in a separate bin. Do not allow pH water to enter the catch basins. Concrete trucks must not be washed out onto the ground, or into storm drains, open ditches, streets, or streams. Excess concrete must not be dumped on -site, except in designated concrete washout areas with appropriate BMPs installed. BMP C152: Sawcutting and Surface Pollution Prevention. Concrete demolition/saw cutting work can generate slurry and dust control run-off. Direct run-off away from work area and utilize vacuum trucks to transport run-off to an approved facility. If storing in temporary drums or tanks, utilize secondary protection measures and do not store directly in the ground. BMP C153: Material Delivery, Storage, and Containment. Provide adequate rain protection and secondary containment where needed. Element 10: Control Dewatering (2.1.10) BMG 15,4 .060 Element 10 — Control Dewatering. (A) A 11foundation, vault, and trench dewatering }eater, which have similar characteristics to stormwater runoffat the site, shall be discharged into a controlled conveyance. system, prior- to discharge to a sediment trap or sediment pond. Channels raust be .stabilized, as specified in Element No. 8. (B) Clean, nonturbid dewatering water, .such as well -point ground water, can be discharged it) systems tributary to ,state surface waters, as specified in Element No, 8, provided the dewalering flax° does not cause erosion orfaadzng of'the receiving waters. These clean waters should not be roared through sediment ponds with stormwater. (C) highly turbid or otherwise coniaminaied dewatering water, .such as from construction equipment operation, cfamshell digging, concrete tree:ie pour, or work inside a cofferdam, .shall he handled separately, rorn storm water at the .site. (D) Other disposal options, depending on site constraints, may irociude, by way of example: (1,1 irrf iltralion, () transport off sire in vehicle, such as a varmint, j7ush lr uck. , br lega I disposal M a manner that does aot pollute state waters, (3) on -sire lreatmew using Ecotog approved chemical treatment or other .suitable treatment technologies, (4) sanitary or combined sewer discharge with local sevver district approval, or there is no other option, (5) use of a sedimentation bag that discharges to a ditch or Swale. far• small volumes of l ocahzed dewatering. Depending upon groundwater levels during construction, some temporary dewatering may be required to facilitate construction. Temporary dewatering will be provided by pumping water to an approved settling point prior to discharging from the site. Only clean, non -turbid dewatering water (such as well -point groundwater) may be discharged to systems tributary to, or directly into, surface waters of the State, provided the dewatering flow does not cause erosion or flooding of receiving waters. See Element #8 Table 3 — Dewatering BMPs Infiltration x Transport off -site in a vehicle (vacuum truck for legal disposal) Ecology -approved on -site chemical treatment or other suitable treatment technologies Sanitary or combined sewer discharge with local sewer district approval (last resort) Use of sedimentation bag with discharge to ditch or swale (small volumes of localized dewatering) Element 11: Maintain BMPs (2.1.11) 1&4 .060 f 45477, — WE",YJF, MTFVI IAIs3 (4) A11 temporary and permanent erosion and sediment control BMPs .shall he maintained and repaired as needed to assure continued performance of their iniendedfune on. All rnaintenanCe and repair shall he conducted in accordance with BMPs. (B) Sediment control RMPs shall be inspected weekly or after a rungff-producing storm event during the dFy season and daily during the vet season. A11projects that disturb an area greater than one acre .shall have a certiflied erosion control lead available to the..site. This erasion control lead shall be responsible to provide o vervievP of ongoing day-ra-day erosion control requirements. The erosion control lead shall (within 24 hours) report to the city and Department of Ecology any .rile discharges that exceed .stale water quality .standards thal have or are likely to have entered Waters of the slaw. (C) All temporary erosion and.sedimenPt control BMPs ,shall be removed within: 30 days after final site stabilization is achieved or after the iemporary BMPs are no longer needed Trapped ,sediment shall be removed or stabilized on site. Distui bed soil areas j esullin jJ om removal of BM Ps or vegetation shrill he permanenfy ,stabilized. All temporary and permanent Erosion and Sediment Control (ESC) BMPs shall be maintained and repaired as needed to ensure continued performance of their intended function. Maintenance and repair shall be conducted in accordance with each particular BMP specification (see Volume 11 of the SWMMWW or Chapter 7 of the SWMMEW). Visual monitoring of all BMPs installed at the site will be conducted at least once every calendar week and within 24 hours of any stormwater or non-stormwater discharge from the site. If the site becomes inactive and is temporarily stabilized, the inspection frequency may be reduced to once every calendar month. All temporary ESC BMPs shall be removed within 30 days after final site stabilization is achieved or after the temporary BMPs are no longer needed. Trapped sediment shall be stabilized on -site or removed. Disturbed soil resulting from removal of either BMPs or vegetation shall be permanently stabilized. Additionally, protection must be provided for all BMPs installed for the permanent control of stormwater from sediment and compaction. BMPs that are to remain in place following completion of construction shall be examined and restored to full operating condition. If sediment enters these BMPs during construction, the sediment shall be removed and the facility shall be returned to conditions specified in the construction documents. BMP C150: Materials on Hand. Keep adequate quantities of materials on hand for maintenance and emergency situations. BMP C160 Certified Erosion and Sediment Control Lead (CESCL). There shall be a minimum of one certified CESCL for the project. The designated CESCL shall be responsible for ensuring compliance with all local, state, and federal erosion and sediment control and water quality standards. Element 12: Manage the Project (2.1.12) B C 15.4 ,060 Element T — Manage the Project. (A) Phasing of Construction. Development, projects shall be phased where feasible in order t�o prevent, to the maximum extent practicable, the transport of sediment, from the development site daring construction. Revegetation of exposed areas and mainnenance of that vegetation shall be are integral part of the clearing activities for any phase. (B) When establishing these permitted clearing and grading areas, consideration should be given to minim Ling removal of existing trees and minimizing disturbancelcompaction of native soils except as needed for building purposes_ Permitted clearing and grading areas and airy other areas required to preserve critical or sensitive areas, buffers, native growth protection easements, or tree retention areas, shall be delineated on the site plans and the de— elopmen t site- (C) Coordination with Utilities and Other Contractors. The primary pro, .ect proponent shall evaluate, with input front utilities and other cornraetors, the storm water management requirements .for the entire project including the utilities, when preparing the construction .S WPPP- (D) Inspection and Monitoring. A/I BMPs ,shall be inspected, maintained, and repaired as needed to assure continuedperfornwnce of their intended, function. E) For any project disturbing more than one acre, a certified professional in erasion and sediment control shall be identified in the construction SJVPPP and shall be on site or on call at all tames. Certifkation may be through the Washington .State Department of TransportationlAssociated General Contractors ( .SDOTIA GQ Construction Site Erosion and Sediment Control Certification Program or any equivalent local or national certification andlor training program. in the city's discretion. (F) Whenever inspection andlor monitoring reveals that the BMPs identified in the construction TPP are inadequate, due to the actrtal discharge of or potential to discharge a sign ficant amount of any pollutant, rite NSF PPP shall be modified, as appropriate, in a timely manne)•, (Q) Maintenance of the Construction S'WPPP_ The construction SWPPP shall be retained on site. The construction S WPPF shall be modified whenever there is a significant change in the design, construction, operation, or maintenance of'any BMP. The project will be managed based on the following principles: • Projects will be phased to the maximum extent practicable and seasonal work limitations will be taken into account. • Inspection and monitoring: o Inspection, maintenance and repair of all BMPs will occur as needed to ensure performance of their intended function. o Site inspections and monitoring will be conducted in accordance with Special Condition S4 of the CSWGP. • Maintain an updated SWPPP. o The SWPPP will be updated, maintained, and implemented in accordance with Special Conditions S3, S4, and S9 of the CSWGP. As site work progresses the SWPPP will be modified routinely to reflect changing site conditions. The SWPPP will be reviewed monthly to ensure the content is current. Check all the management BMPs that apply at your site: Table 4 — Management X Design the project to fit the existing topography, soils, and drainage patterns X Emphasize erosion control rather than sediment control X Minimize the extent and duration of the area exposed X Keep runoff velocities low X Retain sediment on -site X Thoroughly monitor site and maintain all ESC measures X Schedule major earthwork during the dry season Other (please describe) BMP C150: Materials on Hand. Keep adequate quantities of materials on hand for maintenance and emergency situations. BMP C160 Certified Erosion and Sediment Control Lead (CESCL). There shall be a minimum of one certified CESCL for the project. The designated CESCL shall be responsible for ensuring compliance with all local, state, and federal erosion and sediment control and water quality standards. BMP C162: Scheduling. Maintain a construction schedule that minimizes land -disturbing activity and ensures adequate BMP protection throughout the site. Changes to the work schedule shall be noted on the project plans by the CESCL. Table 5 — BMP Implementation Schedule Phase of Construction Project Stormwater BMPs Date Wet/Dry Season [Insert construction activity] [Insert BMP] [MM/DD/YYYY] [Insert Season] Phase of Construction Project Stormwater BMPs Date Wet/Dry Season [Insert construction activity] [Insert BMP] [MM/DD/YYYY] [Insert Season] Element 13: Protect Low Impact Development (LID) BMPs (2.1.13) Element 13 — Protect Low Impact Development BMPs. () Protect all bioreten don and rain garden BMPv from sedimentation through instoflodon and maintenance of erosion and.sediment control B P.s on portions of the site that drama into the bioretention andlor- rain garden: BMPs. Restore the BMP-5 ro their ful�u functioning condition i, f they accumulate sediment during construction. Restoa•ang, the Baits must include removal of sediment aand an.v sediment -laden bioretentionlrain garden sails. and replacing the remo ved .soils with soils rneetiaig the design specificatio► . (B) Prevent compacting bioretention and rain garden B RF by excluding construction equipment andfow traffic. Protect completed fawn and landscaped areas from compaction dice to construction equipment. (C) Control erosion and avoid introducing sediment, from surrounding laird uses onto permeable pavements. Do riot aflosv muddy construction egrripment on the base material or pavenwnr. Do not allow sediment -laden runoff onto permeable pavements or base materials. (D) Pavemenr fouled with ,sediments or no longer passing are initial infiltradon rest must be cleaned using procedures in accordance with the Ecology Manual or the manypeturea• 's procedures. (E) Keep all hea w equiprrren I off exislir?g soils under LLD facif hies that have been excavated to final grade to retain the infiltration rate of the .soils_ Maintain, update, and implement the SWPPP in accordance with the Construction stormwater General Permit. Notes: Projects that disturb one or more acres must have, site inspections conducted by a Certified Erosion and Sediment Control Lead (CESCL). Project sites less than one acre (not part of a larger common plan of development or sale) may have a person without CESCL certification conduct inspections. By the initiation of construction, the SWPPP must identify the CESCL or inspector, who shall be present on -site or on -call at all times. Phase development projects to the maximum degree practicable and take into account seasonal work limits. Inspection and monitoring — Inspect, maintain, and repair all BMPs as needed to assure continued performance of their intended function. Conduct site inspections and monitoring in accordance with the Construction Stormwater General Permit or local plan approval authority. Projects that disturb one or more acres must have, site inspections conducted by a Certified Erosion and Sediment Control Lead (CESCL). Project sites less than one acre (not part of a larger common plan of development or sale) may have a person without CESCL certification conduct inspections. By the initiation of construction, the SWPPP must identify the CESCL or inspector, who shall be present on -site or on -call at all times. Pollution Prevention Team (3.0) Table 6 — Team Information Title Names Phone Number Certified Erosion and TBD Sediment Control Lead (CESCL) Resident Engineer Jeff Chambers, P.E. (206) 212-0602 Emergency Ecology Melinda Wilson (NPDES) (360) 870-8290 Contact WA Emergency Management (800) 258-5990 National Response Center 800 424-880 Emergency Permittee/ Glenn Goodman (858) 449-5013 Owner Contact Non -Emergency Owner Glenn Goodman (858) 449-5013 Contact Monitoring Personnel Ecology Regional Office Northwest Regional Office 206-594-0000 Monitoring and Sampling Requirements (4.0) Monitoring includes visual inspection, sampling for water quality parameters of concern, and documentation of the inspection and sampling findings in a site log book. A site log book will be maintained for all on -site construction activities and will include: • A record of the implementation of the SWPPP and other permit requirements • Site inspections • Stormwater sampling data File a blank form under Appendix D. The site log book must be maintained on -site within reasonable access to the site and be made available upon request to Ecology or the local jurisdiction. Numeric effluent limits may be required for certain discharges to 303(d) listed waterbodies. See CSWGP Special Condition S8 and Section 5 of this template. Complete the following paragraph for sites that discharge to impaired waterbodies for fine sediment, turbidity, phosphorus, or pH: Site Inspection (4.1) Site inspections will be conducted at least once every calendar week and within 24 hours following any discharge from the site. For sites that are temporarily stabilized and inactive, the required frequency is reduced to once per calendar month. The discharge point(s) are indicated on the Site Map (see Appendix A) and in accordance with the applicable requirements of the CSWGP. Stormwater Quality Sampling (4.2) Turbidity Sampling (4.2.1) Requirements include calibrated turbidity meter or transparency tube to sample site discharges for compliance with the CSWGP. Sampling will be conducted at all discharge points at least once per calendar week. Method for sampling turbidity: Table 7 — Turbidity Sampling Method Turbidity Meter/Turbidimeter (required for disturbances 5 acres or greater in size) X Transparency Tube (option for disturbances less than 1 acre and up to 5 acres in size) The benchmark for turbidity value is 25 nephelometric turbidity units (NTU) and a transparency less than 33 centimeters. If the discharge's turbidity is 26 to 249 NTU or the transparency is less than 33 cm but equal to or greater than 6 cm, the following steps will be conducted: 1. Review the SWPPP for compliance with Special Condition S9. Make appropriate revisions within 7 days of the date the discharge exceeded the benchmark. 2. Immediately begin the process to fully implement and maintain appropriate source control and/or treatment BMPs as soon as possible. Address the problems within 10 days of the date the discharge exceeded the benchmark. If installation of necessary treatment BMPs is not feasible within 10 days, Ecology may approve additional time when the Permittee requests an extension within the initial 10-day response period. 3. Document BMP implementation and maintenance in the site log book. If the turbidity exceeds 250 NTU or the transparency is 6 cm or less at any time, the following steps will be conducted: 1. Telephone or submit an electronic report to the applicable Ecology Region's Environmental Report Tracking System (ERTS) within 24 hours. https://www.ecology.wa.gov/About-us/Get-involved/Report-an-environmental-issue • Northwest Region (King, Kitsap, Island, San Juan, Skagit, Snohomish, Whatcom): (425) 649-7000 2. Immediately begin the process to fully implement and maintain appropriate source control and/or treatment BMPs as soon as possible. Address the problems within 10 days of the date the discharge exceeded the benchmark. If installation of necessary treatment BMPs is not feasible within 10 days, Ecology may approve additional time when the Permittee requests an extension within the initial 10-day response period 3. Document BMP implementation and maintenance in the site log book. 4. Continue to sample discharges daily until one of the following is true: • Turbidity is 25 NTU (or lower). • Transparency is 33 cm (or greater). • Compliance with the water quality limit for turbidity is achieved. 0 1 - 5 NTU over background turbidity, if background is less than 50 NTU 0 1 % - 10% over background turbidity, if background is 50 NTU or greater 0 The discharge stops or is eliminated. pH Sampling (4.2.2) pH monitoring is required for "Significant concrete work" (i.e. greater than 1000 cubic yards poured concrete or recycled concrete over the life of the project).The use of engineered soils (soil amendments including but not limited to Portland cement -treated base [CTB], cement kiln dust [CKD] or fly ash) also requires pH monitoring. For significant concrete work, pH sampling will start the first day concrete is poured and continue until it is cured, typically three (3) weeks after the last pour. For engineered soils and recycled concrete, pH sampling begins when engineered soils or recycled concrete are first exposed to precipitation and continues until the area is fully stabilized. If the measured pH is 8.5 or greater, the following measures will be taken: 1. Prevent high pH water from entering storm sewer systems or surface water. 2. Adjust or neutralize the high pH water to the range of 6.5 to 8.5 su using appropriate technology such as carbon dioxide (CO2) sparging (liquid or dry ice). 3. Written approval will be obtained from Ecology prior to the use of chemical treatment other than CO2 sparging or dry ice. Method for sampling pH: Table 8 — pH Sampling Method X pH meter pH test kit Wide range pH indicator paper Discharges to 303(d) or Total Maximum Daily Load (TMDL) Waterbodies (5.0) 303(d) Listed Waterbodies (5.1) Is the receiving water 303(d) (Category 5) listed for turbidity, fine sediment, phosphorus, or pH? TMDL Waterbodies (5.2) Waste Load Allocation for CWSGP discharges: N/A Describe the method(s) for TMDL compliance: I►U_1 Discharges to TMDL receiving waterbodies will meet in -stream water quality criteria at the point of discharge. Reporting and Record Keeping (6.0) Record Keeping (6.1) Site Log Book (6.1.1) A site log book will be maintained for all on -site construction activities and will include: • A record of the implementation of the SWPPP and other permit requirements • Site inspections • Sample logs Records Retention (6.1.2) Records will be retained during the life of the project and for a minimum of three (3) years following the termination of permit coverage in accordance with Special Condition S5.0 of the CSWGP. Permit documentation to be retained on -site: • CSWGP • Permit Coverage Letter • SWPPP • Site Log Book Permit documentation will be provided within 14 days of receipt of a written request from Ecology. A copy of the SWPPP or access to the SWPPP will be provided to the public when requested in writing in accordance with Special Condition S5.G.2.b of the CSWGP. Updating the SWPPP (6.1.3) The SWPPP will be modified if: • Found ineffective in eliminating or significantly minimizing pollutants in stormwater discharges from the site. • There is a change in design, construction, operation, or maintenance at the construction site that has, or could have, a significant effect on the discharge of pollutants to waters of the State. The SWPPP will be modified within seven (7) days if inspection(s) or investigation(s) determine additional or modified BMPs are necessary for compliance. An updated timeline for BMP implementation will be prepared. Reporting (6.2) Discharge Monitoring Reports (6.2.1) Cumulative soil disturbance is less than one (1) acre; therefore, Discharge Monitoring Reports (DMRs) will not be submitted to Ecology because water quality sampling is not being conducted at the site. Cumulative soil disturbance is one (1) acre or larger; therefore, Discharge Monitoring Reports (DMRs) will be submitted to Ecology monthly. If there was no discharge during a given monitoring period the DMR will be submitted as required, reporting "No Discharge". The DMR due date is fifteen (15) days following the end of each calendar month. Notification of Noncompliance (6.2.2) If any of the terms and conditions of the permit is not met, and the resulting noncompliance may cause a threat to human health or the environment, the following actions will be taken: 1. Ecology will be notified within 24-hours of the failure to comply by calling the applicable Regional office ERTS phone number (Regional office numbers listed below). 2. Immediate action will be taken to prevent the discharge/pollution or otherwise stop or correct the noncompliance. If applicable, sampling and analysis of any noncompliance will be repeated immediately and the results submitted to Ecology within five (5) days of becoming aware of the violation. 3. A detailed written report describing the noncompliance will be submitted to Ecology within five (5) days, unless requested earlier by Ecology. Anytime turbidity sampling indicates turbidity is 250 NTUs or greater, or water transparency is 6 cm or less, the Ecology Regional office will be notified by phone within 24 hours of analysis as required by Special Condition S5.A of the CSWGP. • Northwest Region at (425) 649-7000 for Island, King, Kitsap, San Juan, Skagit, Snohomish, or Whatcom County Include the following information: 1. Your name and / Phone number 2. Permit number 3. City / County of project 4. Sample results 5. Date / Time of call 6. Date / Time of sample 7. Project name In accordance with Special Condition S4.D.5.b of the CSWGP, the Ecology Regional office will be notified if chemical treatment other than COz sparging is planned for adjustment of high pH water. Appendix/Glossary A. Site Map 0 I N N 0 N a� 0 0 0 cD / Cn c� a N d C_ 0 N ro / a� CD CITY OF FEDERAL WAY EROSION CONTROL NOTES EROSION/SEDIMENTATION CONTROL NOTES SEE SHEET CV-1.1 FOR EROSION CONTROL NOTES. SEE SHEET CV-1.2 FOR CITY OF FEDERAL WAY EROSION/SEDIMENTATION CONTROL NOTES. DEMOLITION NOTES SEE SHEET CV-1.1 FOR DEMOLITION NOTES. CONSTRUCTION SEOUENCE 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRE -CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. 2. FLAG OR FENCE CLEARING LIMITS AND INSTALL TEMPORARY TREE PROTECTION FENCING (IF APPLICABLE). 3. POST NOTICE OF CONSTRUCTION ACTIVITY SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR. 4. INSTALL INLET PROTECTION FOR CATCH BASINS, IF REQUIRED. 5. INSTALL CONSTRUCTION ENTRANCE AND EXIT. 6. INSTALL OFF -SITE CATCH BASIN PROTECTION (IF NECESSARY). 7. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH THE LOCAL JURISDICTION STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 11. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE LOCAL JURISDICTION EROSION AND SEDIMENT CONTROL STANDARDS. 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BEST MANAGEMENT PRACTICES REMOVED IF APPROPRIATE. DEMOLITION KEY 0 DEMOLISH EXISTING BUILDING IN ACCORDANCE WITH APPLICABLE CODES. CONTRACTOR SHALL REMOVE ALL ASBESTOS CONTAINING BUILDING MATERIALS IN ACCORDANCE WITH APPLICABLE CODE REQUIREMENTS. REFER TO ARCHITECTURAL PLANS FOR LIMITS OF BUILDING REMOVAL. O REMOVE EXISTING UTILITY, COMPLETELY REMOVE EXISTING UTILITY PIPE/CONDUIT/STRUCTURE AND BACKFILL WITH COMPACTED STRUCTURAL FILL. O3 DEMOLISH EXISTING CONCRETE CURB. ® DEMOLISH EXISTING CONCRETE SIDEWALK TO NEAREST JOINT. O DEMOLISH AND REMOVE EXISTING ASPHALT PAVEMENT TO DEPTH SUFFICIENT TO CONSTRUCT NEW PAVING AND IMPROVEMENTS. © SAWCUT, MATCH AND JOIN EXISTING PAVEMENT. O7 DISCONNECT AND CAP EXISTING UTILITY. ® REMOVE EXISTING FIRE HYDRANT AND RETURN TO LAKEHAVEN WATER DISTRICT. O9 PROTECT EXISTING TREE TO REMAIN. 10 REMOVE EXISTING LIGHT STANDARD AND BASE TO BE RELOCATED. ABANDON EXISTING CONDUIT IN PLACE. PATCH PAVEMENT UNLESS ADJACENT PAVEMENT IS SHOWN TO BE DEMOLISHED AND REPLACED. �D PROTECT EXISTING BUILDING TO REMAIN. 12 PROTECT EXISTING PAVEMENT TO REMAIN. 13 REMOVE EXISTING STOP BAR & SIGN 14 PROTECT EXISTING UTILITY TO REMAIN. 15 PROTECT EXISTING LIGHT STANDARD TO REMAIN. 16 REMOVE ALL EXISTING BOLLARDS (TYP). 17 REMOVE EXISTING IRRIGATION METER AND VALVE. 18 REMOVE EXISTING TREE. 19 TEMPORARY CONSTRUCTION ENTRANCE. 20 REMOVE EXISTING TRENCH DRAIN. 21 REMOVE LID AND FILL STRUCTURE W/ SAND. 22 REMOVE EX. WATER VALVE SEEDING NOTE: TEMPORARY SEEDING - WITHIN 14 DAYS AFTER CONSTRUCTION ACTIVITY CEASES ON ANY PARTICULAR AREA, ALL DISTURBED GROUND WHERE THERE WILL NOT BE CONSTRUCTION FOR LONGER THAN 21 DAYS MUST BE SEEDED WITH FAST -GERMINATING TEMPORARY SEED AND PROTECTED WITH MULCH. PERMANENT SEEDING - ALL AREAS AT FINAL GRADE MUST BE SEEDED WITHIN 14 DAYS AFTER COMPLETION OF THE MAJOR CONSTRUCTION ACTIVITY. No. Date By Revision Description PROPERTY LINE - - EXISTING CURB TO BE DEMOLISHED REMOVE EXISTING ASPHALT PAVEMENT REMOVE EXISTING CONCRETE SIDEWALK REMOVE EXISTING BUILDING SAWCUT EXISTING CONTOUR CONSTRUCTION ENTRANCE o 0 0 INLET PROTECTION LIMITS OF WORK — — — — STRAW WATTLES TEMPORARY CONSTRUCTION FENCE X SLOPE ARROW -< — TREE TO BE REMOVED X CONTRACTOR TO REMOVE ALL EXISTING SPEED BUMPS Designed By: Issue Date: WL 2/15/2022 PERMIT Drawn By: WL Checked By: Project No: JAC 10-415-018 0 34375 PO CI STV�$� OF�� 10NAL Jp VMALL PE D AR ING c� — --- ---- ---- MIT ST ICTI NS of TO 1 \� �- — — —--z �" ni 6 D _ � � N \ \,,D STOP PED o/ CROSSING NO2°26'15"E� I TRACT a 6"D THE COMMONS =- PGS.40--_ P �r I oz I 6"D QD nI o � I do I� U0 Ev CHARGING 4"D I 8"D STATION W/SIGN TYP �� i I TRUCK r 0 1 a � 0 I IIlzl II o 1 � I � CONTRACTOR TO UTILIZE WHEEL WASH ! \ 1 Iwo FACILITIES IF A CONSTRUCTION ENTRANCE 1 rn i r�� CANNOT BE INSTALLED I_ � � D o 6 11 --.•.. 21 L 1 \] - - STRAW WATTLES (TYP) 1 14 L - 8 10 3 18%I I' r 1 18%�I l 0 %I J 4 I� % I �r1 r�l ,J Ira •; 13 r 3 \ 18 %:I1 SD 1 18I rr r' 0 r r 14d r 3 1 L)r r rrl fl \ 14 18 r r r I I 18 rl 14 I 10 12 r r Q STOP i t , 14 I f rI \ \ r l � CD rr r 4. . N88-18'04"W — V r L __ 14 I I 4 20 62.36' TO SEC. P P rr /r — 5 I I 62.00' To cL —L \ rr r�� 2 18 L 16 �13 �rr��i�EE X o3 " --- — \ g 5 3- 4 XI NR, 13 I 18 3 21 BENCH i 11 i 12 3 i Icv STRAW WATTLES (TYP) \ TEMPORARY CONSTRUCTION 4 FENCE (TYP) - - 6 D LIMITS OF WORK W =t j STORM WATER - 4 I DETENTION POND 6814 Greenwood Ave. N. T (206) 522-9510 Seattle, WA 98103 WWW.PAcLAND.COM Know what's below. Call before you dig. GRAPHIC SCALE 40 0 20 40 80 160 ( IN FEET ) 1 inch = 40 ft. MERLONE GEIER PARTNERS DEMOLITION AND EROSION THE COMMONS CONTROL PLAN D-.0 FEDERAL WAY, WA B. BMP Details EDGE OF EXISTING / PAVEMENT R=25' MIN. 4" TO 8" QUARRY SPALLS MEETING REQUIREMENTS FOR HAND LAID RIP RAP (WSDOT STANDARD SPEC. 100' MIN. CONSTRUCTION ENTRANCE DETAIL 15' MIN. PROVIDE FULL WIDTH OF INGRESS / EGRESS AREA NOT TO SCALE 1. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORM WATER STRUCTURE IT WILL SERVICE. 2. THE BIGD SHALL HAVE A BUILT-IN HIGH FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 3. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. 4. PERFORM MAINTENANCE IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION ASS 8-01.3(15). DRAINAGE GRATE N RECTANGULAR GRATE SHOWN RATE DEVICE (BIDG) RETRIEVAL SYSTEM (TYP.) lllllll�E BELOW INLET GRATE DEVICE (BIGD) INLET PROTECTION DETAIL OVERFLOW BYPASS (TYP.) ANCHOR POSTS 1 1 ANCHOR POSTS iSPACING BE MIN. 4' TALL T-BAR MUST BE _ _FENCE POSTS 1 TO A ...... ORANGE MESH -ESS THAN Y3 OF PLASTIC r THE TOTAL ............................................................................................. ............................................................................................. 1 1:::...........................................:..................:;.......................... ..........si�r� 1 SECURE FENCE BOTTOM TEMPORARY CONSTRUCTION STRAW WATTLES SANDBAGS AS NEEDED (2' MIN.) TO SECURE WATTLE, TYP. STRAW WATTLE DETAIL PACLAND NTS WSDOT NTS L NTS PACLAND NTS w C) N CD CD Li Cn CD N d C_ 0 N ro i O CD No. Date By Revision Description 0i Designed By: Issue Date: WL 2/15/2022 PERMIT Drawn By: WL Checked By: Project No: JAC 10-415-018 0 34375 PO CI STV�$� OF�� 10NAL mm 6814 Greenwood Ave. N. T (206) 522-9510 Seattle, WA 98103 WWW.PAcLAND.COM Know what's below. Call before you dig. MERLONE GEIER PARTNERS THE COMMONS EROSION CONTROL DETAILS D-2.0 FEDERAL WAY, WA DOE Wabalta- https:ilecology. a.govIRegulations-PermiW uida ce-technical-assistance) torrnwater- perm ittee-guidance-resou rc esltormatter-manual s BMP 10 : High -Visibility Fence Purpose High -visibility fencing is intended to: . Restrict clearing to approved limits_ Prevent disturbance of sensitive areas, their buffers, and other areas required to be left undis- turbed_ . Limit construction traffic to designated construction entrances, exits, or intemal roads _ . Protect areas where marking with Survey tape may not provide adequate protection_ Conditions of Use To establish clearing limits plastic, fabric, or metal fence may be used: . At the boundary of sensitive areas, their buffers, and other areas required to be left uncleared. . As necessary to control vehicle access to and on the site_ Design and Installation Specifications H igh-visibility plastic fence shall be composed of a high -density polyethylene material and shall be at least four feet in height_ Posts for the fencing shall be steel or wood and placed every 6 feet on center (maximum) or as needed to ensure rigidity_ The fencing shall be fastened to the post every six inches with a polyethylene tie_ On long continuous lengths of fencing, a tension wire or rope shall be used as a top stringer to prevent sagging between posts. The fence color shall be high -visibility orange_ The fence tensile strength shall be 360 Ibsfft using the AST M ❑4595 testing method_ If appropriate install fabric silt fence in accordance with BMP C233. Silt Fence to act as high -visibility fence _Silt fence shall be at least 3 feet high and must be highly visible to meet the requirements of this BMP. Metal fences shall be designed and installed according to the manufacturer's specifications Metal fences shall be at least 3 feet high and must be highly visible _ Fences shall not be wired or stapled to trees _ 2019 Stormwater Management Manual for Western Washington Vor'um e It - Chapter 3 - Page 274 Table II-3.2: Stabilized Construction Access Ceotextile Standards (continued) Geotextile Property Required Value Crab Tensile Elongation (A TM D4632) 30% max. Mullen Burst Strength (ASTM D3786-80a) 4W psi min. AOB (ABTM D4751) 1 20-45 (U.B. standard sieve size) Consider early installation of the first lift of asphalt in areas that will be paved; this can be used as a stabilized access. Also consider the installation of excess concrete as a stabilized access. During large concrete pours, excess concrete is often available for this purpose. . Fencing (see BMP C 103, High -Visibility Fence) shall be installed as necessary to restrict traffic to the construction access. . Whenever possible, the access shall be constructed on a firm, compacted subgrade. This can substantially increase the effectiveness of the pad and reduce the need for maintenance, . Construction accesses should avoid crossing existing sidewalks and back of walk drains if at all possible. If a construction access must cross a sidewalk or back of walk drain, the full length of the sidewalk and back of walk drain must be covered and protected from sediment leaving the site. Alternative Material Specification WSDOT has raised safety concerns about the Quarry Spall rock specified above. WSDOT observes that the 4-inch to 8-inch rock sizes can become trapped between D u ally truck tires, and then released off -site at highway speeds, WSDOT has chosen to use a modified specification for the rock while continuously verifying that the Stabilized Construction Access remains effective. To remain effective, the B M P must prevent sediment from migrating off site. To date, there has been no per- formance testing to verify operation of this new specification. Jurisdictions may use the alternative specification, but must perform increased off -site inspection if they use, or allow others to use, it. Stabilized Construction Accesses may use material that meets the requirements of WSDOT's Stand- ard Specifications for Road, Bridge, and Municipal Construction Section 9-03.9(1) ( SDOT, 2016) for ballast except for the following special requirements. The grading and quality requirements are listed in Table II-3.3: Stabilized Construction Access Alternative Material Reauirements. Maintenance Standards If the fence has been damaged or visibility reduced, it shall be repaired or replaced immediately and visibility restored. BMP 105: Stabilized Construction Access PROVIDEDSHOULD CONTRACTOR NEED IT Purpose FOR CONSTRUCTION. Stabilized construction accesses are established to reduce the amount of sediment transported onto paved roads outside the projectsite byvehiclesor equipment. This isdone by constructing a sta- bilized pad ofquarry spans at entrances and exits for project sites - Conditions of Use Construction accesses she II bestabiIized wherevertrafticwiII be entering or leaving a construction Site if paved roads orothor paved a reaS a re w ith i n 1,000 feet of the site. For residential Subdivision Construdion Sites, provide a stabilized construction acoessfor each res- idonco, rathorthe nonlyatthameinsubdiviSion entrance. Stabilized SurfscesshaII be ofsuffcient Iongthlwidth to provide vehicl9 aCCesSlparking, based on lot Size and eenliguration. On large Commercial, highway, and road projects, th e d esig n or shou Id include enough extra mater- ials in the aontracttoaIlow for additional stabilized accesses not Shown in the initial Construction SWPPP. It is diff Cult to determine exactly where access to these projects will take place; additional materialswiII enable the contra ctorto install them where needed_ Design and Installation Specifications See Figure II- .1= Stabilized Construction Access fordetailS_ Note: the 1 DO' minimum length of the accessshaII be reduced to the maximum predicable size when the size or configuration of the site does not allow the full length (1 DO')_ Construct Stabilized construction accesses with a 12-inch thick pad of4linch to &inch quarry spans, a4-inch course of asphalttreated base (ATB), or use existing pavement. Do not use Crushed con - Crete, Cement, or Calcium ohloridefor Construction accessstebiIiza#ion bemuse these products raise pH levels in stormwater and concrete discharge to waters of the State is prohibited_ A separation geotextile shall be placed under the spans to prevent fine sediment from pumping up into the rock pad. Thegeotextile Shall meetthestandards listed in Table II- _2: Stabilized Con- struction Access Geotextile Standards. Table I1-3.3: Stabilized Construction Access Alternative Material Requirements (continued) Sieve Size Percent Passing 2' 65.100 3/4' 40-80 No. 4 5 max. No. 100 0-2 % Fracture 75 min. - All percentages are by weight. - The sand equivalent value and dust ratio requirements do not apply. • The fracture requirement shall be at least one fractured face and will apply the combined aggregate retained on the No. 4 sieve in accordance with FOP for AAS HT4 T 335, Ma in to ranee Standards Quarry spells shall be added if the pad is no longer in accordance with the specifications. . If the access is not preventing sediment from being tracked onto pavement, then alternative measures to keep the streets free of sediment shall be used. This may include replace- menticleaning of the existing quarry spells, street sweeping, an increase in the dimensions of the access, or the installation of BMP C 106, Wheel Wash. Any sediment that is tracked onto pavement shall be removed by shoveling or street sweep- ing. The sediment collected by sweeping shall be removed or stabilized on site, The pavement shall not be cleaned by washing down the street, except when high efficiency sweeping is inef- fective and there is a threat to public safety. If it is necessary to wash the streets, the con- struction of a small sump to contain the wash water shall be considered. The sediment would then be washed into the sump where it can be controlled. . Perform street sweeping by hand or with a high efficiency sweeper. Do not use a non -high effi- ciency mechanical sweeper because this creates dust and throws soils into storm systems or conveyance ditches. . Any quarry spells that are loosened from the pad, which end upon the roadway shall be removed) immediately, . If vehicles are entering or exiting the site at points other than the construction access(es), BMP C 103. High -Visibility Fence shall be installed to control traffic. . Upon project completion and site stabilization, all construction accesses intended as per- manent access for maintenance shall he permanently stabilized_ Figure 11-3.1: Stabilized Construction Access eu roadsi Notes: 1. arireway shall meal the requirements of 1he perinfing agency. 2. It is rewmrrended that Me arco&&s be crowned so that ru noff drains off the pad DEPARTMENT OF ECOLOGY State O1 WaShinglon 12" minimum thickness NOT TO SCALE 75' mtn_ Proyide full widih ofinGFDE&legress RPM Stabilized Construction Access Ravlsad Juna 2018 Please we bttp.-/AvWw.ecy,w4-r.gov/l;opyrigNhW for copyright notice irKluding pernnis ns, limilat ion of liabilily, and disolairrrar. 20`t9 Stormwater Management Manual for Western Washington Votuffm Il - Chapfer3 - Page 279 BM C 140: Dust Control Purpose Dust control prints wind transport of dust from disturbed soil surfaces onto roadways, drainage ways, and surface waters - Conditions of Use Use dusk control in areas (including roadways) subject to surface and air movement of dusk where on -site or off -site impacts to roadways, drainage ways, or surface waters are likely - Design and Installation Specifications . Vegetate or mulch areas that will not receive vehicle traffic- In areas where planting, mulching, or paving is impractical, apply gravel or landscaping rock- . Limit dust generation by clearing only those areas where immediate activity will take place, leaving the remaining area(s) in the original condition. Maintain the original ground cover as long as practical- . Construct natural or artificial windbreaks or windscreens- These may be designed as enclos- ures for small dusk sources- . Sprinkle the site with water until the surface is wet- Repeat as needed- To prevent carryout of mud onto the street, refer to B M P C 105, Stabilized Construction Access and B M P C 106, Wheel Wash- — - • Irrigation water can be used for dusk control- Irrigation systems should be installed as a first step on sites where dusk control is a concern- . Spray exposed soil areas with a dust palliative, following the manufacturer's instructions and cautions regarding handling and application- Used oil is prohibited from use as a dust sup- pressant- Local governments may approve other dust palliatives such as calcium chloride or PAM - . PAM (BMP C126, Polyacrylamide (PAM) for Soil Erosion Protection} addad to water at a rate Of Q-5 pounds per I,000 gallons of water per acre and applied from a water truck is more effect- ive than water alone- This is due to increased infiltration of water into the soil and reduced evaporation- In addition, small soil particles are bonded together and are not as easily trans- ported by wind- Adding PAM may reduce the quantity of water needed for dust control- Note that the application rate specified here applies to this BMP, and is not the same application rate that is specified in B M P C 126, Polyacrylamida (PAM) for Soil Erosion Protection, but the downstream protections still apply - Refer to B M P C126, P olyacrylamid a (PAM) for Soil Erosion Protection for conditions of use- PAM shall not be directly applied to water or allowed to enter awater body- . Contact your local Air Pollution Control Authority for guidance and training another dust con- trol measures- Compliance with the local Air Pollution Control Authority constitutes compliance with this 6MP. . Use vacuum street sweepers_ Remove mud and other dirt promptly so it does not dry and then turn into dust. . Techniques that can be used for unpaved roads and lots include, 0 Lower speed limits. High vehicle speed increases the amount of dust stirred up from unpaved roadsand lots- 0 Upgrade the road surface strength by improving particle size, shape, and mineral types that make upthe surface and base materials_ {} Add surface gravel to reduce the source of dust emission. Limit the amount of fine particles (those smaller than _075 mm) to 10 to 20 percent_ { Use geotextile fabrics to increase the strength of new roads or roads undergoing recon- struction_ { Encourage the use of alternate, paved routes, if available_ { Apply chemical dust suppressants using the admix method, blending the product with the top few inches of surface material_ Suppressants may also be applied as surface treatments - Li m it dust -causing work on winder days_ {} Pave unpaved permanent roads and other trafficked areas_ Maintenance Standards Resp ray a rea as necessa ry to kee p d ust to a minimum_ BMP 1 D: Materials on Hand Purpose Keep quantities of erosion prevention and sediment control materials on the project site at all times to be used for regular maintenance and emergency situations such as unexpected heavy rains_ Hav- ing these materials on -site reduces the time needed to replace existing or implement new BMPs when inspections indicate that existing BMPs are not meeting the Construction SVVPPP require- ments_ In addition, contractorscan save money by burring some materials in bulk and storing them at their office or yard _ Conditions of Use . Construction projects of any size or type can benefit from having materials on hand- Asmall commercial development project could have a roll of plastic and some gravel available for immediate protection of bare soil and temporary berm construction_ A large earthwork project, such as highway oonstruction, might have several tans of straw, several rolls of plastic, flexible pipe, sandbags, geotextile fabric and steel'7 posts. . Materials should be stockpiled and readily available before any site clearing, grubbing, or earthwork begins., large contractor or project propenentcould keep a stockpile of materials that are available for use on several projects. . If storage space at the project site is at a premium, the contractor could maintain the materials at their office or yard. The office or yard must be less than an hour from the project site. Design and Installation Specifications Depending on project type, size, complexity, and length, materials and q ua ntities w i I I vary. Agood minimum list of items that will cover numerous situations includes: . Clear Plastic, 6 mil . Drainpipe, 6 or 8 inch diameter . Sandbags, filled . Straw Balesfor mulching Quarry SpaIIs . Washed Gravel eotextile Fabric . Catch Basin Inserts Steel "T" Posts . Silt fence material . Straw Wattles Maintenance Standards . All materials with the exception of the quarry Bpalls, steel "T" pests, and gravel should be kept covered and out of both sun and rain. • Restock materials as needed. BLIP 157: Concrete Handling Purpose Concrete work can generate process water and slurry that contain fine particles and high pH, both of which can violate water quality standards in the receiving water. Concrete spillage or concrete dis- charge to waters of the State is prohibited. Use this BMP to minimize and eliminate concrete, con- crete process water, and concrete slurry from entering waters of the State. Conditions of Use luny time concrete is used, utilize these management practices_ Concrete construction project com- ponents include, but are net limited to: . Curbs • Sidewalks • Road s • Bridges . Foundations . Floors • Runways Disposal option s for concrete, in order of preference are: 1, Off-sitedisposal . Concrete wash -out areas (see BMPC154= Concrete Washout Area) I De minimus washout to formed areas awaiting concrete Design and InstaIlation Specifications . Wash concrete truck drums at an approved off -site location or in designated concrete washout areas only. Do not washout concrete trucks onto the ground (including formed areas awaiting concrete), or into storm drains, open ditches, streets, or streams_ Refer to B M P C154: Concrete Washout Area for information on concrete wa shout areas_ Return unused concrete remaining in the truck and pump to the originating batch plant for recycling_ Do not dumpexcess concrete on site, except in designated concrete washout areasasaIlowed in B M P C154: Concrete Washout Area_ . Wash small concrete handling equipment (e.g_ hand tools, screeds, shovels, rakes, floats, trowels, and wheelbarrows) into designated concrete washout areas or into formed areas awaiting concrete pour, . At no time shall concrete bewashed off into thefootprintof an area wherean infiltration fea- ture will be installed. . Wash equipment difficultto move, such asconcrete paving machines, in areas that -do notdir- ectlydrain to natural or constructed stormwater conveyance or potential infiltration areas_ • Do not allow washwater from areas, such as concrete aggregate driveways, todrain directly (without detention ortreatment) to natural or -constructed stormwaterconveyances. • Contain washwater and leftover product in a lined container when no designated concrete washout areas (or formed areas, allowed as described above) are available. Dispose of con- tained concrete and concrete washwater (process water) properly. Always use forms or solid barriers for concrete pours, such as pilings, within 15-feet of surface waters. Refer to BMP C252: Treating and Disposing of High pH Water for pH adjustment require- ments, . Refer to the Construction Stormwater general Permit (CWGP)for pH monitoring require- ments if the project involves one of the following activities: c, Significant concrete work (as defined in the C W P) o The use of soils amended with (but not limited to) Parkland cement -treated base, cement kiln dust or fly ash. t. Discharging stormwater to segments of water bodies on the 303(d) list (Category 5) for high pH. Maintenance Standards Check containers for holes in the liner daily during concrete pours and repair the same day. C. Correspondence D. Site Inspection Form DOE Website: https://www.ecology.wa.gov/Regulations-Permits/Permits- certification s/Stormwater-general-perm its/Construction-stormwater-permit E. Stormwater General Permit (CSWGP) DOE Website: https://www.ecology.wa.gov/Regulations-Permits/Permits- certification s/Stormwater-general-perm its/Construction-Stormwater-permit F. 303(d) List Waterbodies / TMDL Waterbodies Information G. Contaminated Site Information H. Engineering Calculations a. Sediment/detention Control Fiow Frequency Return Periods #or Mitigated Return Period Flow(cfs 12 year 0.3431 5 year 0.454 14 year 0.494766 5 year 0.574336 54 year 0.635237 100 year 0.697617 0.343138 38 CFS\ _0.377(Ac S ) POC #1 Design Storm For Sediment Train