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13-101523 (2)13- 103- q S-2w-I� �qlyjmj[WA �* i : 1. REFER TO PROJECT MANUAL, SECTION 0145 16 - QUALITY CONTROL PROCEDURES, FOR ADDITIONAL REQUIREMENTS. 2. REFER TO STRUCTURAL DRAWINGS FOR SCHEDULE OF SPECIAL INSPECTIONS, IF INDICATED. 3. WHERE REQUIRED, THE OWNER SHALL PROVIDE THE SERVICES OF AN INDEPENDENT TESTING LABORATORY TO PERFORM TESTING AND SPECIAL INSPECTIONS INDICATED. SECTION NUMBER WT?_ WALL TYPE MARK Ylt�cSECTION / ELEVATION MARK O DOOR MARK X. SHEET NUMBER �? WINDOW MARK DETAIL NUMBER >: MARK DETAIL �{ # GRID MARK SHEET NUMBER AFF ABOVE FINISHED FLOOR INSUL INSULATE AC ACOUSTICAL INT INTERIOR A/C AIR CONDITIONING JST JOIST ALT ALTERNATE JT JOINT AL ALUMINUM JNT JOINT ALUM ALUMINUM KIT KITCHEN A6 ANCHOR BOLT LH LEFT HAND ARCH ARCHITECT (URAL) LF LINEAL FOOT BSMT BASEMENT LTL LENGTH BRG BEARING L LINTEL BM BENCH MARK LL LIVE LOAD BEL BELOW MACIi MACHINE BLK BLOCK MH MANHOLE BLKG BLOCKING MFR MANUFACTURER BD BOARD MAS MASONRY BW BOTH WAYS MO MASONRY OPENING BOT BOTTOM MAX MAXIMUM BF BOTTOM OF FOOTING MECI I Iv1ECHANIC(AL) BOF BOTTOM OF FOOTING MED MEDIUM BRK BRICK MBR MODIFIED BITUMEN ROOFING BLDG BUILDING MET METAL BUR BUILT-UP ROOFING MTL METAL CAB CABINET M METER(S) CLG CEILING MWK MILLWORK CL CENTER LINE MIN MINIMUM C/O CENTER OF MISC MISCELLANEOUS CC CENTER TO CENTER MT MOUNT(ED), (ING) CLR CLEAR NOM NOMINAL COL COLUMN N NORTH CONC CONCRETE NIC NOT IN CONTRACT CKIU CONCRETE MASONRY UNIT NTS NOT TO SCALE CONTT CONSTRUCTION OC ON CENTER(S) CONTR CONTRACTOR OPG OPENING CONT CONTINUOUS OPH OPPOSITE HAND CNTR COUNTER OD OUTSIDE DIAMETER CFL COUNTER FLASHING 00 OUT TO OUT CISK COUNTERSUNK OA OVERALL CRS COURSE(S) OH OVERHEAD CF CUBIC FOOT PC PIECE CY CUBIC YARD PNT PAINT(ED) DL DEAD LOAD PTD PAINTED) DEM DEMOLISH, DEMOLITION PKG PARKING DTL DETAIL PLAM PLASTIC LAMINATE DIAG DIAGONAL PL PLATE DIAM DIAMETER PWD PLYWOOD DIM DIMENSION PVC POLYVINYL CHLORIDE DR DOOR PSF POUNDS PER SQUARE FT. DS DOWN SPOUT PSI POUNDS PER SQUARE IN. D DRAIN PT PRESSURE TREATED DWG DRAWING PL PROPERTY LINE DF DRINKING FOUNTAIN REM REMOVE E EAST RET RETURN EIFS EXTERIOR INSULATION AND FINISH SYSTEM RH RIGHT HAND ELEC ELECTRIC(AL) RD ROOF DRAIN EWC ELECTRIC WATER COOLER RFG ROOFING EL ELEVATION RM ROOM ELEV ELEVATION RO ROUGH OPENING ELEV ELEVATOR SNT SEALANT EMER EMERGENCY SLNT SEALANT EQ EQUAL SEC SECTION EXG EXISTING SECT SECTION EXIST EXISTING SHTHG SHEATHING EXP EXPOSED SHT SHEET EXT EXTERIOR SIM SIMILAR FOF FACE OF FINISH SC SOLID CORE FO FACE OF S SOUTH FOM FACE OF MASONRY SF SQUARE FOOT FOS FACE OF STUDS SI SQUARE INCH FIN FINISH(ED) SY SQUARE YARD FFE FINISHED FLOOR ELEV. STD STANDARD FFL FINISHED FLOOR LINE STO STORAGE FE FIRE EXTINGUISHER SUS SUSPENDED FEC FIRE EXTINGUISHER CABINET SYM SYMMETRY, (ICAL) FT FIRE TREATED TEL TELEPHONE FLG FLASHING TV TELEVISION FLR FLOOR THK THICK(NESS) FD FLOOR DRAIN T&G TONGUE & GROOVE FTG FOOTING TM TOP OF MASONRY FDN FOUNDATION TOM TOP OF MASONRY FNDN FOUNDATION TS TOP OF STEEL FUR FURRED(ING) TOS TOP OF STEEL GA GAGE, GAUGE TW TOP OF WALL GV GALVANIZED TOW TOP OF WALL GALV GALVANIZED TYP TYPICAL GC GENERAL CONTRACT(OR) UON UNLESS OTHERWISE NOTED GL GLASS, GLAZING UNO UNLESS NOTED OTHERWISE GP GYPSUM VERT VERTICAL GYP GYPSUM VT VINYL TILE GWB GYPSUM WALL BOARD WSCT WAINSCOT HTG HEATING WC WATER CLOSET HVAC HEATING/VENTILATING/AIR COND. WWF WELDED WIRE FABRIC HT HEIGHT W WEST HC HOLLOW CORE W WIDTH, WIDE HM HOLLOW METAL WIN WINDOW HK HOOK(S) WO WITHOUT HOR HORIZONTAL W/o WITHOUT HB HOSE BIBB WD WOOD INS INSULATE(D), (ION) .- O'Reol utoPartstore 34720 PACIFIC HVWY Re: lugu@ [P1121ff O'REILLY AUTOMOTIVE STORES, INC. A MISSOURI CORPORATION (FORMERLY KNOWN AS O'REILLY AUTOMOTIVE, INC.) CORPORATE OFFICES 233 SOUTH PATTERSON SPRINGFIELD, MISSOURI 65802 417-862-2674 PHONE BIDDING INFORMATION ''4dWW.DESIGNBIDBUILD. NET/OREILLY 'CLICK ON CURRENT PROJECTS LINK LOCATED ON SIGN IN PAGE TO VIEW INVITED GENERAL CONTRACTORS. ALL SUB -CONTRACTOR BIDS TO BE SUBMITTED TO INVITED GENERAL CONTRACTORS ONLY. CONTACT OWNERS REPRESENTATIVE FOR PROJECT INFORMATION: SHELDON JENNINGS PROJECT ADMINISTRATOR 417-862-2674 EXT. 5896 ARCHITECT MECH. I EL.EC. ENGINEER Timms A. LUNDBERG ARCHITECT 1736 East Sunshine, Suite 417 417.862.0558 Springfield, Missouri 65804 Fax: 417.862.3265 e-mail: architect@esterlyschneider.com STRUCTURAL ENGINEER Washington JS Smith Consulting Engineers, P.C. r Jeffrey S. Smith P.E. 22766 P.O. Box 8102 * JOPLIN, MISSOURI 64802 PHONE: 417-624-0444'' FAX: 417-624-0430 GENERAL NOTES A. CONTRACT ADMINISTRATION (LIMITED SERVICE): THE ARCHITECT AND/OR ENGINEER OF RECORD INDICATED HEREIN ARE PROVIDING A LIMITED SERVICE AND NOT PROVIDING CONTRACT ADMINISTRATION SERVICES FOR THIS PROJECT WHICH IS THE RESPONSIBILITY OF OTHERS. THE ARCHITECT AND/OR ENGINEER ARE NOT RESPONSIBLE FOR FIELD ACTIVITIES ON THIS PROJECT WITHOUT DIRECT INSPECTION OF THE WORK IN PROGRESS. IF FIELD CONDITIONS ARE UNCOVERED THAT REQUIRE A CHANGE OR ADDITIONAL INFORMATION, THE ARCHITECT AND/OR ENGINEER DOES NOT DELEGATE AUTHORITY TO ANYONE ELSE FOR DETERMINING THE MEANING OF PLANS OR SPECIFICATIONS AS AUTHENTICATED HEREIN. B. QUALITY STANDARDS AND BUILDING CODES: CONTRACTORS SHALL BE RESPONSIBLE FOR KNOWING THE QUALITY AND PUBLIC SAFETY REGULATIONS SET FORTH IN THE GOVERNING CODES AND OTHER APPLICABLE REGULATIONS OF LOCAL AND STATE AGENCIES HAVING JURISDICTION WHICH GOVERN EACH CONTRACTOR'S WORK. C. EXISTING CONDITIONS: FIELD VERIFY EXISTING CONDITIONS BY DETAILED INSPECTION PRIOR TO SUBMITTING BID AND BEGINNING WORK. NOTIFY THE ARCHITECT AND/OR ENGINEER OF RECORD IF EXISTING CONDITIONS DEVIATE SUBSTANTIALLY FROM THOSE INDICATED HEREIN. JENNIFER A. LUCE 2040 E. SUNSHINE SPRINGFIELD, MO 65804 PHONE: (417)881-0020 o FAX: (417)881-0053 CIVIL ENGINEER PAUL J. EIP'N'GEL, P.E. PROFESSIONAL ENGINEER LICENSE #: 46065 Ph: 417.866.2741 2045 West Woodland Fax: 417.866.2778 Springfield, MO 65807 E-mail: pengel@aeincmo.com LANDSCAPE ARCHITECT 181 East 50th Street Garden City, Idaho 83714 Phone:208-376-5153 ` r Fax: 208-376-6528 �x . www.breckonianddesign.com • Land Planning • Erosion Control • Irrigation Design • Water Management • Graphic Communication Extr�y Sotutlow itt wo ,gn • Landscape Architecture ZONING CODE ZONING CLASSIFICATION: CE PROPERTY AREA: (REFER SURVEY) PARKING SUMMARY PARKING FORMULA: 1 SP. PER 300 GFA SPACE SIZE: 9' x 18' SPACES REQUIRED: 26 (7,630 / 300 = 25.4) SPACES PROVIDED: 29 H.C. SPACES PROVIDED: 2 BUILDING CODE BUILDING OFFICIAL CONTACT NUMBER: 253-835-2607 COUNTY: KING ZIP CODE: 98003 GOVERNING CODES AND ORDINANCES BUILDING CODE: 2009 IBC PLUMBING CODE: 2009 UPC MECHANICAL CODE: 2009 IMC ELECTRICAL CODE: 2008 NEC FIRE CODE: 2009 IFC ENERGY CODE: ASHRAE 90.1-2007 AMENDING ORDINANCE: FEDERAL WAY REVISED CODE 2011 USE GROUP & CONSTRUCTION TYPE USE GROUP: M (MERCANTILE) CONSTRUCTION TYPE: 11-B (NON-COMBUSTIBLE UNPROTECTED) ALLOWABLE HEIGHT & BUILDING AREA NO. STORIES: 2 AREA: 12,500 S.F. ACTUAL HEIGHT & BUILDING AREA NO. OF STORIES: 1 STORY BUILDING HEIGHT: 201-4" GROSS BUILDING AREA: 7,630 SQ. FT. FIRE PROTECTION SYSTEMS AUTOMATIC SPRINKLER SYSTEM: REQUIRED PORTABLE FIRE EXTINGUISHERS: REQUIRED FIRE ALARM SYSTEM: REQUIRED AUTOMATIC FIRE DETECTION SYSTEM: NOT REQUIRED STRUCTURAL DESIGN (OCCUPANCY CATEGORY !1) (REFER TO STRUCTURAL DRAWINGS) 1. LIVE LOADS ROOF (1/4" / 12"): 20 PSF 2. COLLATERAL LOADS ROOF: 3.5 PSF 3. SNOW LOADS GROUND LOAD (Pg): 25 PSF MINIMUM ROOF SNOW LOAD (Pf): 20 PSF IMPORTANCE FACTOR (Is): 1.0 4. WIND LOADS BASIC WIND SPEED: 85 MPH EXPOSURE: licit IMPORTANCE FACTOR (Iw): 1.0 5. SEISMIC Ss: 1.218 S 1: 0.416 Sds: 0.823 Sd 1: 0.439 IMPORTANCE FACTOR (le): 1.0 SITE CLASS (GEOTECHNICAL REPORT): "D" DESIGN CATEGORY: "D" 6. BUILDING DEFLECTION LIMITS: MAXIMUM ROOF SNOW OR LIVE LOAD VERTICAL DEFLECTION: SPAN/240 MAXIMUM ROOF TOTAL LOAD VERTICAL DEFLECTION: SPAN/180 MAXIMUM BUILDING LATERAL DRIFT: HEIGHT/150 MAXIMUM GIRT LATERAL DEFLECTION: SPAN/240 OCCUPANCY LOAD SUMMARY MARK ROOM AREA AREA PER OCCUPANT OCCUPANTS PER AREA 100 PARTS AREA " A " 3,257 S.F. 30 S.F. 109 101 PARTS AREA " B " 1,686 S.F. 300 S.F. 6 102 OFFICE '72 S.F. 100 S.F. 1 105 PARTS AREA , C " 2,008 S.F. 300 S.F. 7 TOTAL BUILDING OCCUPANCY LOAD 123 SHEET INDEX SHEET NUMBER SHEET NAME T1 COVER SHEET SVl SITE SURVEY (FOR REFERENCE ONLY) D1 DEMOLITION PLAN Cl SITE GRADING PLAN C2 SITE DEVELOPMENT PLAN C3 SITE DETAILS C4 EROSION CONTROL PLAN ow —05 STORM DETAILS CC1 RIGHT OF WAY IMPROVEMENTS CC2 SITE DETENTION PLAN AND PROFILES 1 RIGHT IN/RIGHT OUT DRIVEWAY INFORMATION L1 A L2 LANDSCAPE PLANTING DETAILS L3 IRRIGATION COVERAGE PLAN L4 IRRIGATION DETAILS L5 IRRIGATION DETAILS Sl FOUNDATION PLAN S2 ROOF FRAMING PLAN S3 FOUNDATION DETAILS S4 FOUNDATION DETAILS S5 DETAILS S6 DETAILS S7 DETAILS Al FLOOR PLAN A2 DOOR AND WINDOW SCHEDULE A3 EXTERIOR ELEVATIONS A4.1 WALL SECTIONS A4.2 WALL SECTIONS AND DETAILS A5 INTERIOR ELEVATIONS F1 FINISH PLAN SU1 SITE UTILITIES PLAN P1 PLUMBING PLAN M1 HVAC PLAN M2 HVAC SCHEDULES El LIGHTING PLAN E2 POWER PLAN E3 ELECTRICAL SCHEDULES VS1 EMS DETAILS VS2 EMS DETAILS 12-0488-A LIGHT DUTY STORAGE 12-0488-B LIGHT DUTY STORAGE GONDOLA 12-0488-C GRAVITY RACK 12-0488-D LAYOUT EC ? db OF FEDER1`V- a Ca'a f S I av �Q 4 O rn M Le a oM`� . F. �ieliw %a %a w as 00 a, tom+ 14 er e!• w I�R � v w as Q .r N w to � to F met V 10,14 Nell� rO E o rn � ,a a Vol r9ft v 10 N >_ a � Lai I E _ W t) LLi 40 M N 0 00 L0 ® W W O �M a®Nit w to �j- CV 00(0 U) — 00 CV (1) 'q- I COMM # 3377 1 DATE: 11-30-12 REVISION DATE: 8-26-13 12-4-13 Ti of I 289.1FFE KEY NOTES: INSTALL STORMFILTER. RIM=286.5, INV (IN)=283.3, INV (OUT)=281.0 REFER TO DETAIL 3/C5 JSW 0288.85SW 288.8288.9 SW 288.9 SW[288.85 SW 288.85 SW ('2 INSTALL 203 LF OF 15" RCP @ 0.1 % SLOPE. REFER TO PIPE NOTES. 288.65 PVT 288.7288.9 PVT 288.9 PVT288.75 PVT 288.65 PVT C3 INSTALL 4'x4' AREA INLET. RIM=286.7, INV=284.1. REFER TO DETAIL 1/C5 6`5Q� 88 VT 8863AINSTALL 65 LF OF 12" RCP @ 0.3% SLOPE. REFER TO PIPE NOTES 11P C5 INSTALL 4'x4' AREA INLET. RIM=286.5, INV=283.9. REFER TO DETAIL 1/C5. N(�'6 INSTALL 66 LF OF '12" RCP @ 0.15% SLOPE. REFER TO PIPE NOTES. 2�8gA SA 288SA i9a -(9(9 288-(9(9 INSTALL 4'x4' AREA INLET. RIM=286.5, INV=283.8. REFER TO DETAIL � I7• 'OLj. lrj. 17, Irj. 1/C5. HANDICAP AREA TO BE ADA COMPLIANT. SLOPES SHALL NOT C$ INSTALL 100 LF OF 12" RCP @ 0.2% SLOPE. REFER TO PIPE NOTES. EXCEED 2.0% IN ANY DIRECTION IN THIS AREA. (�'9 INSTALL 15 LF OF 15" RCP @ 0.67% SLOPE. REFER TO PIPE NOTES. 'Z HANDICAP PARKING DETAIL C10 N EXISTING STIN STO EXIST NVINLET TO REMAIN, , EXIST RIM=285.49, EXIST SCALE: 1"= 10' 1. PIPE MATERIALS SHALL BE IN ACCORDANCE WITH AND AS APPROVED BY THE CITY OR APPLICABLE AUTHORITY. REINFORCED CONCRETE PIPE (RCP) HIGH DENSITY CITY OF FEDERAL WAY DRAINAGE NOTES: C20 INNSTALL 10 LF OF 15" RCP @ 1.0% SLOPE. REFER TO PIPE NOTES. C21 INSTALL 6 LF OF 15" RCP @ 0% SLOPE. REFER TO PIPE NOTES 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO, OR AT, THE PRECONSTRUCTION MEETING. C2 INSTALL FLOW RESTRICTOR, RIM=286.8, INV=283.5, SUMP=281.5. 2. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE REFER TO DETAIL 2/C5. WITH WSDOT SPECIFICATIONS. THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM, THE TOP OF FOUNDATION MATERIAL, AND REQUIRED PIPE BEDDING, TO A UNIFORM GRADE SO THAT THE ENTIRE C23 INSTALL 17 LF OF 12" RCP @ 0% SLOPE. REFER TO PIPE NOTES. PIPE IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. 3. ALL PIPE IN THE ROW THAT IS IN EXCESS OF 18" IN DIAMETER MUST BE PLAIN OR REINFORCED CONCRETE. OINSTALL C24 100 LF OF 12" DOWNSPOUT COLLECTOR SYSTEM. CONNECT ADDITIONALLY, IF MORE THAN 100' OF NON -CONCRETE PIPE IS INSTALLED, THE PIPE MUST BE VIDEOED TO ROOF DOWNSPOUT TO STORM SYSTEM. REFER TO DETAIL 6/C5 VERIFY THE INTEGRITY OF THE COMPLETED SYSTEM. THE CONTRACTOR SHALL PROVIDE A COPY OF THE C2 INSTALL 5' HIGH CHAIN -LINK FENCE WITH ACCESS GATE IL 13/C3. COMPLETELY SURROUND BOTH PONDS. REFER TO DETAIL VIDEO TO THE CITY. 4. STORM PIPE WITHIN THE PUBLIC RIGHT OF WAY SHALL HAVE A MINIMUM DIAMETER OF 12" (8" DIAMETER DUCTILE IRON PIPE MAY BE PERMITTED ON CROSS STREET LATERALS LESS THAN 66 FEET LONG, ONLY TO C26 INSTALL 4'x4' JUNCTION BOX FLUSH TO CONCRETE PAVEMENT. AVOID UTILITY CONFLICT OR MEET SHALLOW GRADIENT AS APPROVED BY THE PUBLIC WORKS DEPARTMENT). RIM = 287.0, INV=283.5. REFER TO DETAIL 8/C5. 5. STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 6. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED WITHIN A TRAVELED C2 INSTALL 54" DIAMETER CB OVERFLOW STRUCTURE. REFER TO ROADWAY OR SIDEWALK SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A DETAIL 7/C5 PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 7. ALL DRIVEWAY CULVERTS LOCATED WITHIN THE RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE SITE EXCAVATION I 3:1 SLOPE FROM THE EDGE OFTHE BOTTOM OF THE DITCH. CULVERTS SHALL HAVEMUM EVE ED END SECTIONS TO MAT CHSIDES LOPES. REQUIREMENTS: 8. ROCK FOR EROSION PROTECTION OF DITCHES, CHANNELS AND SWALES, WHERE REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF ONE FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS" 1. A GEOTECHNICAL ANALYSIS HAS BEEN PERFORMED 4 -8 /0 ROCK/40 -70 /° PASSING; 2 -4 ROCK/30 /°-40 PASSING; AND -2 ROCK/10 /°-20 /o PASSING. INSTALLATION /° ON THIS SITE. REFER TO PROJECT MANUAL. SHALL BE IN ACCORDANCE WITH KCRS, OR AS AMENDED BY THE APPROVED PLANS. RECYCLED ASPHALT OR 2. FOLLOW GEOTECHNICAL ANALYSIS CONCRETE RUBBLE SHALL NOT BE USED. RECOMMENDATION FOR SITE EXCAVATION. 9. OMITTED 3. REFER TO STRUCTURAL DRAWINGS FOR BUILDING c S. 144TH ST. SITE-: ti S. 348TH ST. HWY- 18 � 3 Ljj Q � NOT TO SCALE EXCAVATION REQUIREMENTS. NOTE: CONTRACTOR SHALL FIELD VERIFY STORM WATER RU NO R 1 P RAP NOTE: PROPOSED GRADES &MATCH EXISTING. ■ CONTRACTOR SHALL NOTIFY ENGINEER 1.20 ACRES TOTAL PROPERTY AREA- IF DISCREPANCY OCCURS. EXISTING CONDITIONS BY DETAILED SITE C16 INSTALL 282 LF OF 8 CONCRETE RETAINING WALL @ 3 FOOT HEIGHT. PLACE RIP -RAP IN ALL PLACES AS INDICATED ON THE PLAN. TOTAL DISTURBED AREA = 1.20 ACRES > 1.O ACRES THEREFORE NOI REQUIRED. POLYETHLYENE (HDPE), N-12 INSPECTION PRIOR TO SUBMITTING BID AND REFER TO DETAIL 4/C5 THE STONE FOR RIP -RAP SHALL CONSIST OF FIELD STONE VICINITY MAP 0 INSTALL 40 LF OF 15" RCP @ 0.25% SLOPE. REFER TO PIPE NOTES. GENERALNOTES: 0 EXISTING STORM PIPE TO REMAIN A. REFER TO PROJECT MANUAL FOR C13 INSTALL 9 LF OF 12" RCP @ 1.1 % SLOPE. REFER TO PIPE NOTES. ADDITIONAL REQUIREMENTS. C14 INSTALL 4'x4' AREA INLET. RIM=286.7, INV=284.2. REFER TO DETAIL 1/C5 B. SITE CONDITIONS BASED UPON SURVEY C15 INSTALL 5'x5' RIP -RAP PAD. REFER TO RIP -RAP NOTE SUBMITTED BY OWNER. FIELD VERIFY CORRUGATED METAL PIPE (CMP) BEGINNING CONSTRUCTION. NOTIFY OR ROUGH UNHEWN QUARRY STONE AS NEARLY AS MAY BE USED AS ALLOWED BY ENGINEER IF EXISTING CONDITIONS DEVIATE C1 INSTALL 220 LF OF 8" CONCRETE RETAINING WALL @ 2 FOOT HEIGHT. UNIFORM, IN SECTION AS PRACTICAL. THE STONES SHALL ' LOCAL GUIDELINES. SUBSTANTIALLY FROM THOSE INDICATED REFER TO DETAIL 4/C5 BE DENSE, RESISTANT TO THE ACTION OF AIR AND WATER, 2. ALL PIPE IS TO BE INSTALLED HEREIN. AND SUITABLE IN ALL ASPECTS FOR THE PURPOSE PER THE MANUFACTURER'S C18 INSTALL 7,800 SQ. FT. OF POROUS CONCRETE PER KING COUNTY INTENDED UNLESS OTHERWISE SPECIFIED. ALL STONES REQUIREMENTS AND MEET COVER SURFACE WATER DESIGN MANUAL 2009 SECTION C.2.6.2 USED AS RIP -RAP SHALL WEIGH BETWEEN 50-150 POUNDS REQUIREMENTS PER THE EACH, AND AT LEAST 60 PERCENT OF THE STONES SHALL Nam° S) INSTALL 2 800 Sti2 FT OF POROUS CONCRETE PER KING COUNTY SPECIAL NOTE: FIELD VERIFY SANITARY SEWER CONNECTION INVERT PRIOR TO ESTABLISHING FINAL FINISH FLOOR ELEVATION. REFER TO SITE UTILITIES PLAN. UU aCID LO � N Z z (D `° 0 0 _j n w Z � p 0 U) w Z W aw 0O , - CLO J cl) O 5 a W a°wZ w W J��!p ci () V)-i z > w-w Z ir w >_ o(DzI I - > CL W F- W Q 5 - Z = 00 Z • z Q o0 °z w > Y LO z W Uj 0ZO m U 1 woa N c) Z � o T �� a z z In C0 Ill CD N O Ir- o iFF CALCULATIONS: PROJECT DESIGN AREA = 1.20 ACRES REFER TO SEPARATED TECHNICAL INFORMATION REPORT FOR DETENTION DESIGN. CITY OF FEDERAL WAY STANDARD PLAN NOTES: 1. NLL %.UNO r KUU I IVN ONALL tat IN AUUUKUANc;t WI I H I HE FEUERAL WAY REVISED CODE (FWRC), APPLICABLE ORDINANCES, AND THE CITY COUNCIL CONDITIONS OF PROJECT APPROVAL. THESE DOCUMENTS ARE SUPPLEMENTED BY THE STANDARD SPECIFICATIONS FOR ROAD, MA UFACTURER. GC C19 WEIGH MORE THAN 100 POUNDS EACH. STONES SHALL BE A ; , SONZaa.50 (AS , GO 0' �.) SURFACE WATER DESIGN MANUAL 2009 SECTION C.2.6.2 MINIMUM OF 12" IN DIAMETER AND PLACED A MINIMUM OF 00( 2 + r BRIDGE, AND MUNICIPAL CONSTRUCTION (WSDOT/APWA), THE KING COUNTY ROAD STANDARDS (KCRS), AND THE KING COUNTY SURFACE g}�4- 54 0 (A$ GpN 18" BELOW FINISH GRADE. GAG � � ' ; WATER DESIGN MANUAL (KCSWDM). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL ENGINEER TO p t�' 8 50 (a I ��0 � (''ps i` +� ^ CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT I }� �2$ I ZONE COMMERCIAL ENTERPRISE LOT A, CITY OF FEDERAL WAY �A -raj i° o 5tq o r NO ADDITIONAL COST OR LIABILITY TO THE CITY OF FEDERAL WAY. 2q° OWNER: BOUNDARY LINE ADJUSTMENT by 99-0005, ' 0) ;;any- + ' r 2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE FEDERAL WAY ENGINEERING REVIEW CHECKLIST. / PGS. 243-2431.N REG VO1 200010099 0005 �, _ _ �.,� N�R� r o + SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE CITY ENGINEERING PLAN REVIEWER. ANY VARIANCE FROM ADOPTED / EXISTING BUILDING KC INVESTMENTS LLC VOL. 140, }� , V t�^ -, �, _ _ Qj � , 34600 PACIFIC HIGHWAY S. /+ o r STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF FEDERAL WAY, PRIOR TO CONSTRUCTION. {BANK} I` ='� / _ Zgi �g �� RSPN 3. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (I.E. DOMESTIC a' 1 STORY 'WOOD FRAME T.L. NO. 202104-9064 v 1 I / Q o ,` WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICITY, ETC.) NO BASEMENT - G _ - _ SDMH P��c1N �O _ 2 0` - - - ASPHALT DRIVE jr , l M r To BANNER BANK _ I o , 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRE -CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF FEDERAL / ` 29 1- _ SP�� WAY, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. __ _ r / coNc. WALE , „ / / / J j' 5. A SIGNED COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. INC- WALK CURB CUT 5 3312 46 W / / � " r Ct3 6. CONSTRUCTION NOISE AND ACTIVITY (ON PRIVATE PROPERTY) SHALL BE LIMITED AS PER FWRC (SECTION 19.105.040); NORMALLY THIS IS 7:00 8 _ ; �! r+ A.M. TO 8:00 P.M, MONDAY THROUGH FRIDAY, AND 9:00 A.M. TO 8:00 P.M. ON SATURDAYS, CONC. VERT. CURB \ CURB CUT L _ 290' -_-__ __ a -- - `-�. g2r / cl I 8„ D1 j 29_ p_ - -- a- `- ,�5 Q• 68' C3 ASPHALT DRIVEV/AY CB y / 7. CONSTRUCTION ACTIVITY WITHIN CITY RIGHTS -OF -WAY SHALL 3E LIMITED TO THE HOURS OF 8:30 AM TO 3:00 PM. WATER FA ILITY ESMNT t _----- 4- L U �� / l• ' NO. 2008 228000018 L--- L HALT DRIVEWAY LEA E LOT LINE f CS S70 24 59 � 7 A 8. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING L _ m .."" '.�� Q r Q , OFF -SITE WORK WITHIN THE ROAD RIGHT-OF-WAY. 288 CB EX' tAs� �� ,..... ��'O '""�� - �o�`? f/ /��,�� , / `, 9. FRANCHISED UTILITIES OF OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS � AN APPROVED SET OF PLANS THAT MEET ALL CITY REQUIREMI; NTS AND THE REQUIREMENTS OF KCRS CHAPTER 8 ARE SUBMITTED TO THE CITY 62.00' �11 14 ' - / _,r �!+.� j .+■ r■ IND, t��c9 ZgO- - - - - - - - - - 2 ONO. VERT. CURB ti 50,00' �� , , ��%p / W .� S' C?_TBACx - , { s 9 ��• r - - o OF FEDERAL WAY AT LEAST THREE DAYS PRIOR TO CONSTRUCTION. j� �'------ --`-� L 289,4.SVV �, c�88.4 P �` 10. VERTICAL DATUM SHALL BE KCAS OR NGVD-29. ( �M� ,pGO ' y : 289:6'SW rn .- 2i?8.p , �G 11. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN ARIGHT -OF -WAY OR APPROPRIATE DRAINAGE EASEMENTS, BUT NOT UNDERNEATH +0 c~n 2$9.8 SW ':. ' . ' �.. ..: • ` l l 2g8.5 P \ t;CN CIO p 1 + i noQ C' WALK a �- THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH THE WSDOT/APWA STANDARD 2g$ 0 o'y ! i I A W / / G I ti�'6.n�AP }2d .3 EP SITE GRADING PLAN SCALE: 1" = 20'-W eRAwi16.5, scxF - fTEr _ �0 SPECIFICATIONS. p 286 N N -t 12. ALL UTILITY TRENCHES IN THE RIGHT-OF-WAY SHALL BE BACKFILLED 5/8" CRUSHED ROCK AND COMPACTED TO 95% DENSITY. WHEN TRENCH WIDTH IS 18 INCHES OR LESS, AND IS WITHIN THE TRAVELED WAY, TRENCH WILL BE BACKFILLED WITH CONTROL DENSITY FILL (SELF -COMPACTED FLOWABLE FILL) AS DEFINED BY WASHING-, �N AGGREGATES AND CONCRETE ASSOCIATION. THE AGGREGATE WILL BE �_� o 0 0 3/8-INCH MINUS. Z C) ��G � 13. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY IN ACCORDANCE WITH WSDOT 2-06.3. err' 1 o N �U '�N 14. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE PUBLIC WORKS DIRECTOR AND NOTED ON w_�a r, G c"�n THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED 1N ACCORDANCE WITH KCRS 8.03(b) 3. Y, `1 N N`''r►Z f ? 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS SAFETY DEVICES PROTECTIVE EQUIPMENT FLAGGERS , Z N q o - AND ANY OTHER NEEDED ACTIONS TO PROTECT LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH 7p NNZ N THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT to cr\ y o v c NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ON FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE WSDOT -thy 0 car = N STANDARD SPECIFICATIONS 1-07.23 - TRAFFIC CONTROL, SHALL APPLY. p 16. CONTRACTOR SHALL PROVIDE AND INSTALL ALL REGULATORY AND WARNING SIGNS PER THE LATEST EDITION OF MANUAL ON UNIFORM o TRAFFIC CONTROL DEVICE (MUTCD) 17. ALL UTILITIES SHALL BE ADJUSTED TO FINAL GRADE AFTER PAVING ASPHALT WEARING COURSE. 18. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION ONLY. ROCKERIES SHALL NOT BE CONSTRUCTED TO U 1+ t G SERVE AS RETAINING WALLS. ALL ROCKERIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CFW DRAWING NUMBERS 3-22, 3-23. ROCKERIES MAY NOT EXCEED SIX FEET IN HEIGHT FOR CUT SECTIONS OR FOUR FEET IN HEIGHT FOR FILL SECTIONS UNLESS DESIGNED BY A C) 1� GEOTECHNICAL OR STRUCTURAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. 1 0 1 CIS �t NOTE: THE IMPROVEMENTS SHOWN FOR C2 1 3 - - CIFIC HIGHWAY S ARE NOT PART OF ` MS PROJECT AND ARE TO BE A CONSTRUCTED BY OTHERS. j 1 i . TW -/ - - ' 2 � W / VERTICAL DATUM BLOCK: NAVD 1988 CONVERT SOY -SRO TO NGVD 29 WITH 3.547' X - n CONVERSION FACTOR. DATUM: \ \ \ GONG NGVD 29 = NAVD 1988 - 3.547' BRA c} OF boll ll5 ,5i f J� }NICgiA0 ---- glk ° 1102151- - pNE FAQ DA •c'��L ARE yp BEF CITY'S INSPECTION PHONE NUMBER 253-835-2700 SYMBOLS LEGEND REFER TO SURVEY (SV1) FOR EXISTING CONDITION SYMBOLS LEGEND AND SITE CONTROL. - - - 288- - - EXISTING GRADE LINES NEW SPOT ELEVATIONS LIST ABBREVIATION GRADE NONE 288 PROPOSED NEW GRADE LINES SIDEWALK SW TOP OF WALL TW / NEW BUILDING CONSTRUCTION lbQ41 TOP OF CURB TIC TOP g OF PAVEMENT PVT X0 NEW ADE GD CONCRETE CONIC EXISTING TOP OF CURB ETC NEW POLE SIGN LOCATION EXISTING GRADE EGD EXISTING PAVEMENT EPVT EXISTING SIDEWALK ESW FLOW LINE FL TOP OF BERM TOP NEW CONCRETE PAVING BLOCK TEMPORARYBENCHMARK: n TEMPORARY EROSION TOP GRATE OF SOLID CATCH BASIN CONTROL FENCE NEAR NORTHWEST CORNER OF PROPERTY. ELEV=287.91 FT. (NAVD 88) > > SURFACE FLOW ARROW PERMIT NO. 13-100296-00-CO DATE t! G�r= � N w OMB.: 00 0� a� w v � � h ae .r �1 w y a� V R as r�•�l x E 4.0 Crc r. 00 o .-. � � � o D n , h qj w W Q Q J Q Lai LL M i •. z 0� U)OW ®e wu OZ fl �► 2: W F- LL N OzQ0 Z U 00 CL N U) d' COMM # 3377 DATE: 11-30-12 REVISION DATE: 1-17-13 5-16-13 6-20-13 7-25-13 12-4-13 7-31-13 Cl of 5 ti w w 0 0 W w aQ. 0 0 W 1 Q cr- U W 0 w r ' �A� 0005, 0005 I EN APR n�RPNo• e 01©OggO R�\NG 3 BUrLDrNG `P�- OF ENS 200 PP EXISTING NK M 9,0 ��: vv � 5. old J�S(�1► NO. SPNPL 1 I ,� - -• J ,' I (BA ) E COM O�N(S wp, 1 P„ Pp REC• P ' I 1 STORY WOOD RAM ZONE 5 C ON 90514 LO SOS 2�5' ( ' r WN r N0 13ASEME KC 1N P� 1 oc(- f r o r 00 I O. 2.02 OUN?G 2�3 PPR�\NG 1 To ASPHALT DRIVE )i r _ _ �r CONC. 3A6 N 4 01 P SPHP o W l i• P _ r 3 'k r L __ CONC. WALK CURB CUT S33'12'46 "W - - `, I CONC. WALK CONC. VERT- CURB CURB CUT 2.92 l S70°24591 258.68 ASPHALT DRIVEWAY i I WATER FACILITY ESMNT NO. 20080228000018 I + 15 EX. ASPHALT DRIVEWAY LFA E LOT LINE _ - _ , \ s2.00 �. 1 4 ' CONC. VERT. CURB ................ 50.00' 1 i 5' SETBACK 4 ' 17 17 \ G 1 1 $ 1 GGN \ CONS !'PACK 410 FO i i 1 R 4.67' R 6 .. i I FACILITY ESMNT $ - ` N , WATER \ 411 412t0 O r 03 1 O oG r 24 1 ,, "- NO. 20080228000010 G'N �O� 4 \\ o .` a' r 14 CD ce) 4I r'.r-....,. .., :::O11 - ::.:;..!.,:. �. %y=:�=.., .ir .-!.,:-.•.,:. �•✓..,••�•/...,.• ..-' .!-.�.,.1s :'�: y.:.!,-:,:•./. :;.r'•.'.•/.. �\ \ Z \ \ N NCn O 9.50:IMPROVEMENTS SHOWN 86.33 14.00: ->-'i24.00 o�f, r O �tr.008.0' Gn woFOR PACIFIC HIGHWAYS N� I , i...l:l._?.�:'_.:' i:`"% ^••j:/..._� .. :> .l:r:.:,✓.... !.l..%:i...,✓. i.! \ ¢ ` tOwZC� Z� ARE NOT PART OF THIS - !: ...f. . !.. o .;:,:.:. ....; ✓: r:. - = .. !... ,:.. !::�.:�:''i:';....� !:..;: \ \ �, �0 -y PROJECT AND ARE TO BE 26 i - •!...: - -./..•.pj •'•i: ..,:✓. , -r . ! :>. •i:,e: , j'✓....:: r...i U \ J \ G Z O Z O Z CONSTRUCTED BY i 1 /.'. !.., W : , :,./: : /..::>, . './..: \ a •'<'. /. •J::-' !'.. is /." -!../ -!. > r / /_.. N � ` � \ CT�y pNZ A (>) -..! /...i.:i..y:t ., r. r:. ¢ OTHERS. !. !..' ......: , ... .... Q !..' :... i. �:: r. \ cT' 7D !.!..•y.:l..y;'(n :•! '•! /:..i' ✓ r..! !.. r::i• \ G Cn = N O "-r.r_....l..y✓Q -i....y. .-%:c..! - _,• _..,:l.. '7 /.,---•r..•-%::'•-/. \ \ Z� Z �n to O O ' • _ � Cn o Rei 1 y Auto Parts -A SEE SHEET CC1 FOR > ` 1 1 , .. 11 ..� :.,.'~:''i.y.•p � ..,: i.', ,: •.i.`.'`..''i.�:':'i.':'''' p, \ �% y' O O DETAILS FOR WORK TO 1 1 ...... r._ ._.::li::.:,.::ao '�:. ;.'; M 86'4�-)(86C"I r > r, /.. !. ;: - is �:';: /:! . ,:!.:.•I-.- RIGHT-OF-WAY 1 1 :�.....,. �.: :..... r:....,.. � /:: • •r...;:.,....,: m \ \ o 1 1 !: ,'.! �. ..'. �' .!' E TRANCE'`oo SQL �(. = 725 ,630 4 �•�,, o 10 ; DOOR FL ORELEVATIOAI A00 F..E. 0 ;:✓....;./. ;:/: ,>:./... o o SUCCMIN6 SHEETS TO BE 160.00) :: �� \ 1 I ,•. ✓•.� r: : •'•f.�0 n �0 >; '; , � ' \ wpm \ >- 12 LO , , ....11 ! !. ! "-i'.••-•Y'. tq Ui PUG STO M iO 1 /: ,'.•.r.. •/..: ✓....- : !... „ is .•; : r, , -%: -.- !. i•. r: \ a : • SOUNI SEWER - -.- 18 •-r.•(t�) r . , !. ,o !. .:..: ._.... i ::.:.'� .. • !.. !_... !. �• ENER ESMNT r..:.•y.".:: /::... /. y•. •. f G EG E S D R `-TRASH-,:y f \ 50.00' ESMN , :l.. j:,... ✓.....W i:!.....r:i_ 18 ... 4 ;. tf06R� DOOF{�.PAD-'- IL 20 •!•.•. • is •. -•.•.. i-.. • r:.Q -i-.. '�... '.��.'.'��.' .. .. ... 'i.i•:-:-, ✓: •.,•/: :,:/ / \ O :!: :---r.-: .•y.".•.:l: : :f. •'-/•. : r:'(i� .,. -O .... ..... .... .... .. 1:;._;i: .•i.�..-,r•/%•.i:i. '�. - , \ N.:,, ,... ',..... ,.....: 136 ''''''''' 'ER�\No1�o1 N 5.........:... 16'.". M •>_ `�. ... ••✓: - V. r`. ,: • f . ,..' :>. . ,. ... .............. 3 ........ N ............ 15 0 :..,.... , ...., .......... •.. ....N ....................... ...... 8SPACES @ 9.00 - 72.00 .................. �..'�. . O p, •i !: '•f.•: -✓•. •. :!: f: ••!•.-.: •'✓: ....... I ....................... .............. .......... S677037 E 50.00 ,- .. `" ........... ...... ...... 1 - ..- =0 i:� i ..:,.:l..•i:. !:� ...;'/.. i:!. , E .......... . ..\.......... . -' co i SEE SHEET 1 FROM :f: ,...... ✓•...:,, /...:.•y....'.'.'...'.'.'.'.'.'.'.'.'.'.'.'...'........ '" " .. . i; !: r. ✓:. •!: /.•: 'v- ..................... ... .... ' '. :. BARGHAUSEN -'>. >. ................' u, .......... _ ............ i R - i .' y i..l:.i:..'i....:t..,:i...,:%....,.:i.:y:/.".................�'............................... -.'.'. CONSULTING ENGINEERS, ! _ ; < /..... !. ✓...... !. ............................... .............. INC. FOR DETAILS ,::00 16 `\ moo. �® '(�• REGARDING WORK FOR - a ' .. _ .. THIS ENTRY DRIVE } 3 ZONE COMMERCIAL ENTERPRISE �0 3 .� OWNER: KC INVESTMENTS \ 3 I i POINT OF BEGINNING FOR SITE 34720 PACIFIC HIGHWAYS 0 ` • ' ' • • ' ` . . . ' DEVELOPMENT LAYOUT PARALLEL T.L. NO. 202104-9065 1 � ' AND PERPENDICULAR TO WEST 78.7' I PROPERTY LINE (N 2 49'23" E) \` 15 `�\ ``� -''15 VACANT &. - - LOT C, CITY OF FEDERAL WAY ` `� ` r r RB I , PROPERTY LINE AFTER `\ \ `\ m `\ \ G GU w , - BOUNDARY LINE ADJUSTMENT NO. 99-0005, 4 18 DEDICATION \ \ o \ PNP� Ski � ' VOL. 140, PGS 243-243B, REC. N0. 20001009900005 �zil `� \ `\ ;� S ' V w `\ \ `� \ O� ``\ ``\ P N�' �- 00cc �a�2' LU co I co :4iCx \ o GG�G� \ pNE Cq� C 25 0000 �NP�R�2 3001 �\ `� `�\ ``\ Q ♦ C"� 2002 116'04 \'7o `SSg 3 BEF4�� I , Dc� USE GROUP: M (MERCANTILE) �'� PROPERTY BOUNDARY CONSTRUCTION TYPE: Il-B ADJUSTED GROSS SITE ACREAGE: 1.05 (45,783 S.F.) l. NET SITE ACREAGE: 0.747 (32,519 S.F.) ' V CURRENT ZONING: CE REFER TO LANDSCAPE TOTAL BUILDING S.F.: 7,630 S.F. ��j PLANS FOR PLANTINGS 21 \CO� PARKING RATIO: 1 SPACE PER 300 G.S.F. 2 _ 0 ; PARKING SPACE SIZE: MIN. 9'-0" X 18'-0" I SEG 20 PSE S. # OF SPACES REQUIRED: 26 (7,630 / 300 = 25.4) pR N \NpiSK P ,✓� �.,, # OF ACCESSIBLE SPACES REQUIRED: 2 E 1��ON0r gRl`5 gc SITE DEVELOPMENT PLEA #OF SPACES PROVIDED: 27 1 /2 N S� �? w # OF ACCESSIBLE SPACES PROVIDED: 2 �NP S. 3� - - 0 aim C2 SCALE: i' = 2W CONST TOTAL SPACES PROVIDED: 29 T 1�, '- C4 N N TOTAL AREA OF PARKING: 20,004 S.F. Og 3 O AREA OF LANDSCAPING: 3,265 S.F. (16% OF PARKING AREA) a 106b S6 ( Sg8 3g' Og E S j ' 21 �F�\o 3� 652Np S� ORAPH IG SGALE - FEET 4S 1 ff 20 SNP s• i1 I ' �• 2 �` Zg � SYMBOLS LEGEND REFER TO SURVEY FOR EXISTING CONDITION SYMBOLS LEGEND NEW BUILDING CONSTRUCTION d .d AREA OF CONCRETE ::::::::::::::::::::::.::: AREA OF PAVING ✓ f >' AREA OF PERVIOUS i CONCRETE PAVING NEW POLE SIGN LOCATION © NEW CONCRETE PAVING BLOCK NEW LIGHT POLE LOCATION NEW MASONRY FENCE CONSTRUCTION GENERAL NOTES: A. REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS. B. ALL SITE DIMENSIONS TO THE GUTTER LINE OF CURB, CONCRETE OR PROPERTY LINE UNLESS OTHERWISE NOTED. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS BY DETAILED INSPECTION PRIOR TO SUBMITTING BID AND STARTING CONSTRUCTION. C. COORDINATE WORK WITH OTHER SITE RELATED DEVELOPMENT DRAWINGS. D. REFER TO STRUCTURAL PLANS FOR DEVELOPMENT OF SIDEWALKS ADJACENT TO FOUNDATIONS. KEY NOTES: V CONCRETE PAVING: REFER TO DETAIL 1/C3. ALTERNATE #1: ASPHALT PAVING REFER TO DETAIL 2/C3. REFER TO PROJECT MANUAL. 2� CONCRETE PAVING: REFER TO DETAIL 1/C3. O CONCRETE CURB: REFER TO DETAIL 3/C3. 4O CONCRETE SIDEWALK: REFER TO DETAIL 4/C3. O CONCRETE DOOR LANDING: REFER TO DETAIL 4/C3 AND STRUCTURAL DETAILS. RAMP PAVING AS INDICATED. LANDING CAN BE POURED MONOLITHIC IF CONCRETE PAVING IS USED. O STEEL BOLLARD: REFER TO DETAIL 6/C3. PROVIDE (2) AT TRASH PAD AND OVERHEAD DOOR, PROVIDE (9) AT SIDEWALK. REFER TO STRUCTURAL PLAN FOR LOCATION. O HANDICAP PARKING SIGN: 7 REFER TO DETAIL 7/C3. O CONCRETE HANDICAP RAMP: REFER TO DETAIL 9/C3. O HANDICAP PARKING SYMBOL: REFER TO DETAIL 5/C3. 10 HANDICAP ACCESS UNLOADING ZONE: SLOPE 2% MAX. EACH WAY (ADA COMPLIANT) AND STRIPE AS SHOWN. 11 CONCRETE HANDICAP RAMP: REFER TO DETAIL 8/C3. 12 6'-0" TALL SPLIT FACE BLOCK ENCLOSURE AND WOOD GATE WITH P BLOCK 1 PRE -CAST CONCRETE CAP. B OC S TO BE FIELD PAINTED SHERWIN WILLIAMS "SOFTER TAN" TO MATCH BLOCK COLOR ON BUILDING. REFER TO DETAIL 11/C3 AND STRUCTURAL FOR ADDITIONAL INFORMATION. 13 CONCRETE BUMPER BLOCK: 8'W x 5"h x 6'-0" LONG CONCRETE. ANCHOR TO PAVING WITH (2 ) V-6" LONG #4 REBAR (TO SIT LEVEL WITH PAVING). 14 PARKING LOT LIGHTING: REFER TO SITE UTILITIES PLAN FOR LOCATION AND TYPE. 15 LIMITS OF NEW PAVING: MATCH EXISTING PER CITY AND OR STATE STANDARDS. 16 ROLL DOWN CURB: TERMINATE AND ROLL DOWN NEW CURB WHERE INDICATED. ROLL DOWN AT 1:2. 17 CONCRETE CURB: NEW CONCRETE CURB TO MATCH EXISTING ADJACENT CURB. 18 STRIPING: PROVIDE 4" WIDE PARKING LOT STRIPING AS SHOWN. USE HIGHWAY MARKING PAINT - YELLOW (2 COATS) 19 CURB CUT: 36" CURB OPENING. REFER TO SHEET Cl. 20 MONUMENT SIGN LOCATION: SIGN FURNISHED AND INSTALLED BY OWNER. REFER TO SITE UTILITIES PLAN AND STRUCTURAL FOR DETAILS. 21 CONCRETE DRIVE APRON: TO BE INSTALLED PER CITY AND OR STATE DESIGN STANDARDS. IF NO STANDARDS PROVIDE CONCRETE PAVING CONSTRUCTION AS SHOWN ON DETAIL 1/C3. 22 STAMPED CONCRETE WALKWAY: PAVING TO BE INTEGRALLY COLORED (COLOR TO BE SELECTED BY O'REILLY REPRESENTATIVE) WITH STAMPED PATTERN EQUAL TO "HERRINGBONE USED BRICK" BY CALICO CONSTRUCTION PRODUCTS (800) 221-9469. REFER TO DETAIL 4/C3 SIMILAR. 23 6'-0" LONG BACKLESS OUTDOOR BENCH: ITEM 203-1100 BY HIGHLAND PRODUCTS GROUP, LLC (DISTR. 800-695-3503), PREFIN. BLACK (VERIFY COLOR WITH OWNER BEFORE ORDERING). 24 TRASH CONTAINER: EQUAL TO 8430-88 35 GALLON COMMERCIAL RANGER CONTAINER BY RUBBERMAID WITH HINGED LID (COLOR TO BE BLACK). 25 CONCRETE SIDEWALK IN R.O.W.: SIDEWALK TO BE INSTALLED BY OTHERS. 26 PERVIOUS CONCRETE PAVEMENT: REFER TO DETAIL 5/C5. PERMIT NO. 13-100296-00-CO APPROVED n v w [� w riom �i X O � � >A H � o.. W "GA ez N � m � � 0 3 •.� cl QJ W cl N 4LI 3 m tt• M N O O LO CD Z 0� W to 0 Q CL CL d w C.0 _L-LN 0(DC4 Z co C%4 U) t 11 COMM # 3377 1 DATE: 11-30-12 DATE: 1-17-13 12-4-13 5-16-13 6-19-13 7-12-13 7-31-13 C2 of 5 ®I CqhITY OF FEDERAL WAY EROSIONS EROSION CONTROL & MAINTENANCE PLAN NOTES. SEDIMENTATIONCONTROL NOTES: 1. RETAIN FLOATABLE WIND BLOWN MATERIALS ON SITE BY STORING ALL TRASH AND BUILDING MATERIAL WASTE IN ENCLOSURES UNTIL PROPER DISPOSAL AT OFF -SITE FACILITIES. CHECK ADJACENT AREAS DAILY AND PICKUP CONSTRUCTION WASTE MATERIALS AND DEBRIS THAT HAVE 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE BLOWN OR WASHED OFF SITE. DESIGN (I.E. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC. 2. PERMANENTLY STABILIZE ALL SURFACE AREA WITHIN AND ADJACENT TO THIS SITE THAT IS DISTURBED BY VEHICLES, GRADING AND OTHER 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS CONSTRUCTION FOR THE PROPOSED FACILITY. STABILIZATION IS OBTAINED WHEN THE DISTURBED SURFACE IS COVERED WITH STRUCTURES, THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. PAVING AND OR PERENNIAL VEGETATION HAVING A UNIFORM COVERAGE DENSITY OF AT LEAST 70%. STABILIZATION OF ALL DISTURBED AREA 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE IS REQUIRED BEFORE TERMINATING MAINTENANCE AND REMOVAL OF EROSION CONTROL MEASURES. CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY 3. CONTRACTORS SHALL INSPECT POLLUTION CONTROL MEASURES AT LEAST ONCE EVERY 14 DAYS AND WITHIN 24 HOURS AFTER A STORM THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. EVENT OF 1/2 INCH OR GREATER. DAMAGED MEASURES THAT PROVE TO BE INEFFECTIVE SHALL BE REPLACED WITH MORE EFFECTIVE 4. STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE MEASURES OR ADDITIONAL MEASURES WITHIN SEVEN DAYS. REPEATED FAILURE OF A CONTROL MEASURE REQUIRES INSTALLATION OF A DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACKING IN THE MORE SUITABLE DEVICE TO PREVENT DISCHARGE OF POLLUTANTS FROM THE CONSTRUCTION SITE. ROADWAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. 4. INSTALLATION OF ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY THE CITY OR STATE. CONTRACTOR TO VERIFY 5. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND REQUIREMENTS PRIOR TO BEGINNING ANY WORK ON PROJECT SITE. IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM, ADJACENT PROPERTIES, OR VIOLATE 5. CARE SHALL BE TAKEN TO MINIMIZE THE ENCROACHMENT OF SEDIMENT INTO ALL STORM DRAIN APPURTENANCES, PUBLIC STREETS, AND ONTO APPLICABLE WATER STANDARDS. PRIVATE PROPERTY UNTIL IMPERVIOUS MATERIAL (ROAD/PARKING AREA SURFACE) IS APPLIED OR UNTIL PROPOSED LANDSCAPE HAS BEEN 6. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION ESTABLISHED. PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AND/OR REVISED AS NEEDED FOR UNEXPECTED STORM EVENTS, AND MODIFIED TO ACCOUNT 6. REFER TO 10/C3 FOR COMPOST SOCKS. FOR CHANGING SITE CONDITIONS (E.G. ADDITIONAL COVER MEASURES, RELOCATION OF DITCHES AND SILT FENCES, PERIMETER PROTECTION, ETC.) 7. ALL GRASS SLOPES WHICH EXCEED 3:1 (H:V) SHALL UTILIZE CONTECH CONSTRUCTION PRODUCTS PERMANENT TURF REINFORCEMENT MATS 7. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED C35 OR APPROVED EQUAL. MATS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND STANDARDS. CONTRACTOR SHALL PROPER FUNCTIONING. COORDINATE INSTALLATION INSPECTION WITH MANUFACTURER. 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR SEVEN (7) DAYS DURING THE DRY SEASON OR TWO (2) DAYS DURING THE WET SEASON, SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (I.E. SEEDING, MULCHING, STAGES OF CONSTRUCTION i NOTE: THE IMPROVEMENTS SHOWN FOR NETTING, EROSION BLANKETS, ETC.). PACIFIC HIGHWAY S ARE NOT PART OF 9. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 1. CONTRACTOR TO PERFORM DETAILED SITE INSPECTION TO LOCATE ALL THIS PROJECT AND ARE TO BE 10. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. EXISTING UTILITIES AND VERIFY ANY POSSIBLE CONFLICTS WITH PROPOSED CONSTRUCTED BY OTHERS. CONTACT 0 11. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND IMPROVEMENTS PRIOR TO BEGINNING ANY CONSTRUCTION. ROP CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE OWNER WITH ANY CONFLICTS. G DOWNSTREAM SYSTEM. 2. INSTALLATION OF CONSTRUCTION ENTRANCE. 12. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION 3. INSTALLATION OF EROSION CONTROL FENCE. 4. DEMOLITION OF EXISTING SITE IMPROVEMENTS. CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN STING PAVEMENT ON THE SITE. R . REMOVAL OF EXISTING = 25' MIN. INFILTRATION SYSTEM, THE FACILITY SHALL NOT BE USED AS A TEMPORARY SETTLING BASIN. NO UNDERGROUND DETENTION TANKS OR VAULTS 55. INSTALLATION XI ALL STORM WATER DRAINAGE IMPROVEMENTS. SHALL BE USED AS A TEMPORARY SETTLING BASIN. 7. ROUGH GRADING. 13. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE KCSWDM. 8. CONSTRUCTION OF NEW SITE IMPROVEMENTS. 14. MANAGEMENT PRACTICES PROVIDING SIGNIFICANT TREE PROTECTION (PER FWRC) SHALL BE PROVIDED ON THE ESC PLANS. 9. FINAL GRADING. LAND DISTURBANCE: 15. WET SEASON SPECIAL PROVISIONS, AS DESCRIBED IN SECTION D.5.2 OF APPENDIX D, KCSWDM ARE IN EFFECT OCTOBER 1 THROUGH APRIL 30. PRIOR 10. PLACEMENT OF FINAL LANDSCAPING ITEMS AND SOD. TOTAL. PROPERTY AREA=1.051 ACRES TO THE BEGINNING OF THE WET SEASON, ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION 11. REMOVAL OF EROSION CONTROL FENCE. TOTAL DISTURBED AREA=1.20 ACRES FOR WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. .1 �G �� INSTALL DRIVEWAYCULVERT Ga G ; IS A ROADSIDE DITCH PRESENT, AS S ok�H Sg 2 �1g G°' } OUJAO PER KING COUNTY ROAD STANDARDS d� 13 01`O' { cl�`4"-8" QUARRY SPALLS ZONE COMMERCIAL ENTERPRISE LOT A, CITY OF FEDERAL WAY�iflg�. St0 o ; tE, i290 OWNER: BOUNDARY LINE ADJUSTMENT 99-0005, `-1 -'Ar'� / ^ I EXISTING BUILDING KC INVESTMENTS LLC VOL. 140, PGS. 243-24 8,N REC pY6 200010099 0005 1,- C ti, ;ISM - _ GEOTEXTILE {BANK) 34600 PACIFIC HIGHWAY S. , Zg g��NtC FSPHPL -� /, 1 STORY WOOD FRAME T.L. N0. 202104-9064 i \ I ` NO BASEMENT 0' S. 144TH ST. vi 05 w SITE---,,, � S. 348TH ST. HWY• 18 vi c°j Lai Q k T NOT TO SCALE VICINITY MAP AS PER KING COUNTY ROAD STANDARDS, DRIVEWAYS SHALL BE PAVED TO THE EDGE OF R-O-W PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD w o Q N Z Z CC)`° 0 J ®mow Z � o w Z W_ �- z 0w o �N 0 J O0 a W QO(( cl) (0 -It �i o wLLI L Z0A 0,z > wO zui j CL W cl H W �� N U) z (D= Q ^ ZU0 Z w >-<z In Y L uj zOf o 0 W o w r 0 a z m Lw N O qw- o STANDARD STRENGTH Epp, FILTER FABRIC ,_ ll!�, =III 1 II illll -III CATCH BASIN NOTE: ONLY TO BE USED WHERE PONDING OF WATER ABOVE THE CATCH BASIN WILL NOT CAUSE TRAFFIC PROBLEMS AND WHERE OVERFLOW WILL NOT RESULT IN EROSION OF SLOPES. �SDMH L� p�gt - -2 - BANNER BANK I '� 12" MIN. THICKNESSPROVIDE FULL cONc.. _ i azizte, �J INGRESS/EGRESSI AREA F STORM INLET FILTER FABRIC Ca WALK! ' / P CONC. WAL • , �, / / ,` ;' ir) U /i F4 PROTECTION CURB CUT :,S3312 46 W / _%�F3�STABILIZED CONSTRUCTION ENTRANCE I - _ 1 CURB CI;T A- SCALE. NOT TO SCALE ------ 2.-92 4 CONC. VERT. CURB , I 8" DI -2s0_ �--- Z , `» ASPHALT DRIVEWAY �a , y { SCALE: NOT TO SCALE WATER FA IL17Y ESMIJT -- ----- L----- - S70 24 59 E 258.68' C4 j _- Gam,_ L-- tT L / t NO. 2008 228000018 � EX. 'ASPHALT DRIVEWAY Lc�t E LOT LINE=t}_ `c8 I t t CB `� -- � � _ SEDIMENT TRAP. 62.00' / ..�. ii�i.•■ ' "�"� ' - - - -- _ QO- I ` 2 ONC. VERT. CURB ` G 50.00' i ' i 5' SETBACK -2 ti 9 I -Zg ', o OS / , a•' \ f: ' `; _ DESIGN SURFACE AREA (SA) �'' SA = 2 (0.356/0.00096) - 741.67 SQ. FT. GRATE +00- / / 7A 7' / '1 LOT C, CITY OF FEDERAL WAY a i 1 I I BQ UNDARY LINE ADJUSTMENT NO. 99-0005, _0 1 SITE EROSION CONTROL PLAN SCALE: 1" = 20'-0" ORANHIG SSA & - FMI- SEDIMENT TRAP PROVIDED = 6091 SQ. FT. ir Z _A _ MAINTENANCE NOTE: 1. SEDIMENT SHALL BE REMOVED FROM THE ono o Z$Z TRAP WHEN IT REACHES 1 FOOT IN DEPTH. 9 Ln c 2. ANY DAMAGE TO THE TRAP EMBANKMENTS 0? o o w Z OR SLOPES SHALL BE REPAIRED. oc z `r' Co g! CL t lZ� us/++ 1 p TA ►A 2t + t t ' \c, t `m tt + t t t�1\�_ � T� / -- S�" i1yG 2 t0a ' 055 LOC��til.�gi' 2� - ---- rGO��•- �F�a°°1g o N�•, ,, J i GONC COMPOSTSOCKS OS REFER TO DETAIL 101C3. CE STABILIZED CONSTRUCTION ENTRANCE. REFER TO DETAIL 3/C4. SO DISTURBED AREA STABILIZA TION (WITH SODDING) DISTURBED AREA STABILIZATION SE (WITH TEMPORARY & PERMANENTSEEDING) STORM DRAIN INLET FILTER FFP FABRIC PROTECTION. REFER TO DETAIL 4/C4 OP INSTALL 5'X5' RIP RAP PAD. OUTLET PROTECTION ST TEMPORARY SEDIMENT TRAP. REFER TO DETAIL 2/C4 4;� ON CAQ � Sys c/'A "SS�Igti�- �� J \C9<< BEF�� y CITY'S INSPECTION PHONE NUMBER 253-835-2700 SURFACE AREA DETERMINED AT TOP OF WEIR 4 MIN. ELEV=284.0 _ >� 1' MIN. OVERFLOW 61. 1' MIN. -� 1' MIN. I ELEV=280.5 1.5' MIN. FLAT BOTTOM 3/4"-1.5" 2"-4" ROCK RIPRAP WASHED GRAVEL GEOTEXTILE NOTE: TRAM-' :=AY BE FORMED BY BERM OR BY DISCHARGE TO STABILIZED PARTIAL OR COMPLETE EXCAVATION CONVEYANCE, OUTLET OR LEVEL SPREADER CROSS-SECTION 6' MIN. 1' MIN. DEPTH OVERFLOW SPILLWAY NATIVE SOIL OR i III MIN. 1' DEPTH I.� I 2"-4" ROCK COMPACTED BACKFILL -III MIN. 1' DEPTH 3/4"-1.5" GEOTEXTILE III -I I -III -I I( -III i I (� I -III -I 11=' WASHED GRAVEL 1-1 11-1 11-1 I I-1 11-1 I I-1 11=1 11-1' TRAP OUTLET SEDIMENT TRAP DETAIL SCALE: NOT TO SCALE SYMBOLS LEGEND REFER TO SURVEY (SV1) FOR EXISTING CONDITION SYMBOLS LEGEND AND SITE CONTROL. - - - 288- - - EXISTING GRADE LINES TEMPORARY BENCHMARK: TOP GRATE OF SOLID CATCH BASIN 288 PROPOSED NEW GRADE LINES NEAR NORTHWEST CORNER OF PROPERTY. ELEV=287.91 FT. (NAVD 88) / NEW BUILDING CONSTRUCTION TEMPORARY EROSION NEW POLE SIGN LOCATION CONTROL FENCE > > SURFACE FLOW ARROW 0 NEW CONCRETE PAVING BLOCK PERMIT NO. 13-100296-00-CO ,��g$s's�9he$Bs as ctCt ^'f _ ✓C�n '° ass �' Cn t 0 m 0 o ItSO. 46'-3� c� ,C�aa 00 Lft M ie e tn N w CD em 00 00 � � w �Q y cc H EON V e � H - v • 0=4 0 E olt GO%r= � N a0 00 p 16.4 ,c o ,y602 r.0� w •en N � o a Z > Q V Q 3 or W Q Q � o0 Z M CV O CD LO �Nl Zit •� U)QW W~ U) ZO ~ � d a_� m LU (- LL tV 04 O Z U) 00 CL N U) d- I COMM # 3377 IDATE: 11-30-12 REVISION DATE: 1-17-13 5-16-13 6-20-13 7-25-13 12-4-13 7-31-13 APPROVED DATE C4 of 5 ZONE COMMERCIAL ENTERPRISE LOT A, CITY OF FEDERAL WAY O t 290 OWNER: BOUNDARY LINE ADJUSTMENT NPR 99-0005, �-' Sip '�y BpNt< i ti r'+ Rrn / EXISTING BUILDING KC INVESTMENTS LLC VOL. 140, PGS. 243-243B4O RE �s'1}0.` 2000i0099' 0005 �,rtN� �i r i ® / / \ \ \ (BANK) 34600 PACIFIC HIGHWAY S. _ 291 ,�N`< PaR �ml 1 STORY WOOD FLAME T.L. N0. 202104 9064 - NO BASEMENT s0��; I R�tN� 2 / CONC. \ _ - - -'291- / `O/ ALT PA _ _ 0 --_ - ASPHALT DR BANK / TO BANNER BANK _le- r 4 K - - ` \ CONC. WAL� a » / / _ !_ _ Jr I A C• WALK CURB CUT 3>, 13 12 46 W , c8 CONC. VERT. CURE _ CURB CUT �- - 290- zo ( z9o_ _ �-=— 2 8. 6 8' L C. ASPHALTWA w \ NOT ERLITY 008 228000018 z---- z — d �— `— L� 4 11vE' cB S 70 °2 4 5 9 E �B EX. LA HALT DRIVEWAY LEA E LOT ' 1 62.00, r�r i „� 2 r -+ - - - -2 ONC. VERT. CURB t 50.00' i ( 5' SETBACK 90- (- -_ -26 Cli 410+01 �y co co ` WATER FACIE- --SM T 288E _ - _ `C , w �g 9 / t (', �8s N -ZOO- ` R / C�,'1 / ? `, N .� Z O Z O A — �! I - 11 �/ `y 11 o� N c� CIS t I r t kP 00 CIA �� N�Z V) O� 'h /2 . Z 'Reilly hzh�, ORedlyAuto Parts f ;-->I--- - - ------ 2��- �'�` ` ' �' �� 77 ��fff / 86-4 X � - ., � � , � .. -� a 4 `I. .'; ENTRANCE so SQ. FT. = 7,630 Z °�°<> /DOOR o =��°o < /FLOOR ELEVATION: 26.00 (F.F.E. ON o , / 1 / g6• t t t SUCCEEDING SHEETS TO BE 100.00' `� �� ' O 6�'1 /' W o It cc i� U, -• .` i � N 5 . Q , ' o' \ E E S t ,� RESS DEALER PAD � 50.00' E MN �G �... co i z r t I IDODR / IDOOR/ I : 2B5 / Q RELOCATE PO ER POL / 4 1 00- BY TILITY C MPAN2 a REFER TO S EET ..t' r t I J'' 8s Iry FO DErTAIL a : I CB r 287 / t� /��1° 5 3 .. tN�ik ? — — 288 i �' �vPto3ooA �° I /I I CB , < z\ ROPOS�D JOIN--'. 1 y jr r 2 w DRI Ea/VAY. EFER T zys_' 8i / / / 8 -- _ � } 1, �' ��"�� y y '` --!- ! � � _.---•- '' 285 � \ ET10 1 RIGH r4 ZF VO Ur b EWR, C I,tt k I I EXHIBIT : I _ _-- =REFL PROJECT CONSTRUCTION PLANS FOR I 2$ ll, - - /; $� �2$`J �P SPECIFIC '/ 2 i C, �� pN -` �$GJ _ J � / "2gQ/ i }8 27� / j) G / 2�. I 286P��,�-/78' /T I 285---_ r.:'------- —28 —-----------284�-2�� t_ �'2 ' J � jai /!� ��/ �� .ur, t _ - - - - 84,/ y „fit ,'�% i q Q,�. 0� IX N W/5 PA EMENT 3 t t - . 1 t 8/.. sy'% �jj� P� N k PER CITY •'u I �Ssti. , a - �9'1 �i / f^Y� 4`, •i to r �O ! \ �tg `IP STA DARDS — �'J 2r i F., v -' `, { \' °L( �0{��CC��¢5i ZONE COMMERCIAL ENTERPRISE? �fIV 7 7' 1 , S5 1 t m t ,1 `\ � S E 1 , OWNER: _ ' I w , PROPERTY LINE AFTER KC 1l�VES�4IEN //�� //�� T , E 1 / L / 2i , 4�20 PACIFIC HIGF�W�l�AN ! , ' � �� x� \ - - �� - c >� t 18 DEDICATION - 83_ - , t PN / \ Catty F� G14 / / r ` _ 2 T.L. NO. 202104- ' , AS / , 1 \ �\ 278 % a ,� 110- - - - ` r-� o-�/ \- GpN pR _PS�t��EN�- 0 Sp ' SCR, EXI TING ED E 1 LOT C, CITY OF FEDERAL WAY / / �1 , ��• ' , RT• ( 035, 412t0 I I Z ' Cp8! tNO,'t 7 tl't \� ! It QS�cJ1) ' L' �5�11021 1' ,p OF ROi4D B UNDARY LINE ADJUSTMENT N0. 99-0005, / 1 1 OJ , O,t� 1gi to p. VOL. 140, P�.'243-2438, REC. NO. 20001009900005 - l r ' O `,1 ', J� t�2p°A � 1 ` k / �� - - - - --- - - - - 1 - -2co 82 ' _ No ,11 ` 1 , �� F, I,} ��ME� ER?�Mp�NS�°37 2a c� 336LFOFNEW 8 --- 1 , `= s S 6 &. `N '1=XIS LNG 2 SIDEWALK MATCH 1 a _Q �` _ 281 `,,-' AGC SN>,�P� 1� cN - EXIST GRADES �2 0 28j�\, �l' - 'r - - 1 32 5 SINI j,'R PERTY INE <50/o RUNNING SLOPE z <20/o CROSS SLOPE I , NEW EDGE OF ROAD 336 -2a1 - ', �, �' > �r -OF-5'-R0AD-1PADENtNG - - �; 8„ ' PVC e r'� MATCH EXIST GRADES , — � 15 Eg 30If 0000 Q �° W 14 ' OQ ' k Q HOB/ - 3 - _ � 1�6 I 6' Jam- 0ggg W S \ Z O - - W = _ •a \\ k U / REFER TO DETAIL 2/CC1 FOR / • d TYPICAL CITY STANDARD g, - \ NOTE: THE IMPROVEMENTS SHOWN FOR / C-LI a) a) Gj PACIFIC HIGHWAY S ARE NOT PART OF THIS PROJECT AND ARE TO BE ONE CALL CONSTRUCTED BY OTHERS. Sy G t1jp t S• zpss 0 Sj 8c 0 CO N ST. - 0 �8 °3 Nk, o) �'.g� N,� sN,°�s� rn rn S. 144TH ST. 0� SITE---- S. 348TH S-f. H W`• 18 vi Q 4- NOT TO SCALE VICINITY MAP CROSS SECTION TYPE A 4 LANES -+- HOV + MEDIAN W N O Z � � Z o 0 0 J r; CD J a Z� �W C/) O w Z W * w 0O ((,Do OfOf CL cl)O ° W0.Q ro z J C O U 0 Z 0WZ W Uj O U �' z c!)>EW I- W ::) T 0 < j?- 0c) z w j= Ln Z ¢ zz m U 1 ZW WXY N W ° W r� o Z � Z � z Lc) m W N O m 3' 8' 6'** 12'(14'*) 11' 11' 11' 6' 12' 1112'(14'*) 6'** 8' 3' III, Sid°xolk Planter HOV Leff Turn I1 NOV Plontar Sid°wolk Uttl Ship }--12'--k- -16'- i-12'—i s�rr Medton (where LT not needed) 86'(90'*) 120'(124'*) MINIMUM PAVEMENT SECTION PRINCIPAL 0.30' HMA CL. 1/2", PG 64-22 0.85' HMA CL. 1", PG 64-22 0,50, CSTC NOTES: • ON STATE HIGHWAYS V/SDOT REQUIRES OUTSIDE HOV LANES TO BE 14 FEET. *« PLANTER STRIP DIMENSION IS MEASURED FROM THE SIDEWALK TO THE FACE OF CURB. REV: °"Y091 PUBLIC ARTERIAL. DWG. NO. O 4 19'�`�'�J WORKS 3-2A 2 CC1 TYPICAL HIGHWAY SECTIION NOT TO SCALE SYMBOLS LEGEND REFER TO SURVEY (SV1) FOR EXISTING CONDITION SYMBOLS LEGEND AND SITE CONTROL. EXISTING GRADE LINES TEMPORARY BENCHMARK: TOP GRATE OF SOLID CATCH BASIN 288 PROPOSED NEW GRADE LINES NEAR NORTHWEST CORNER OF PROPERTY. ELEV=287.91 FT. (NAVD 88) j NEW BUILDING CONSTRUCTION TEMPORARY EROSION NEW POLE SIGN LOCATION CONTROL FENCE > > SURFACE FLOW ARROW 0 NEW CONCRETE PAVING BLOCK PERMIT NO. 13-100296-00-CO we VJ Eno �••i E�cc xi a� Cc r= �.. 0 a� � � a� L o ar o rn � r"ia Gi a.r W a.=n N Q y 3 3 3 c a >-" a U QLAJ W Q - Q Q_ � W O CN 0 m M N O 00 � o •� U)Ow w�0 =w� I" N U' CV O z 00 fA - 00 a ' Mae~- 04U)d' COMM # 3377 1 DATE: 5-16-13 REVISION DATE: 6-20-13 7-25-13 7-31-13 12-4-13 1 I OVERALL SITE PLAN CC, SCALE: i ° = 20'-06 O W 40 60 ewwm %&E - FMI' CITY'S INSPECTION PHONE NUMBER 253-835-2700 DATE Cci Of I �t ` 20 S' R 2� 0q -{A 3 GO tE ,254. 30 �6 I 0y 4 , r ZONE COMMERCIAL_ ENTERPRISE LOT A, CITY OF FEDERAL WAY /Zg OWNER: BOUNDARY LINE ADJUSTMENT �� 99-0005, / - VOL. 140, PGS. 243-2443B,N REO� ENS. 200010099 0005 �P1 rf o i �• / � � EXISTING BUILDING KC INVESTMENTS LLC _ ' 2g1 � gP,`•1� PSP�L v r � , � � oFC1! / I (BANK) 34600 PACIFIC HIGHWAYS'_ ��' I l 1 STORY WOOD FRAME T.L. NO. 202104-9064 P �� / \ NO BASEMENT G _ _ _ r" '�o + NOTE: THE IMPROVEMENTS SHOWN FOR CONC. �, - - --291-SDMH / / f �tP�� pPR�t l2 0� TO�BAVNERHALf RBANK �/ 'r , i/ ,` PACIFIC HIGHWAY S ARE NOT PART OF / 0- _ �y THIS PROJECT AND ARE TO BE cl-c�, , CONSTRUCTED BY OTHERS. /C. WALK CONC. WALK , „ / --_� tt��t lS� I - _ CURB CUT S33 12 46 W03 CONC. VERT- CURB CURS CU7� / -290~ __.-- L- `�. 92 �. "29p_ ; !- a- �� ' ASPHALT DRIVEWAY CB ' WATER 8 1L1TY ESMNT I L------- a-� s - ! --- - L------ = _ � S 70 °24 5 9 E 258. 68 rT mm.,,. ,,.-.. .1..1 NO. 2008 2280�Oi8 28g CB EX. AASHALT DRIVEWAY LEA E LOT LINE � � '� �,�-,.� .�•■ t t 62.00' 50.00' , , 5' SETBACK _290' ONC. VERT. CURB t 3+01 ' / GOr , CONC. Z utl WI ' t :: - - �� p g . t :--` r-> - - ATE - �j�,9 , c' , N�p -A Qn ;iS t -289 c� - / 0 z _ 2ss_ - C1`b� I I - CR o r - 28 t - 1 _ 1 , / Y/ `t o�•N co OOP Q" CL - O'Reilly Auto Parts, - �I - - - �� - - - 2 '_ ��_00 t, , 11 �� -A 8� �s ' ' ENTRANCE SQ. FT. = 7,630 // i // I o DOOR ' FLOOR ELEVATION: 289.00 (F.F.E. ON �02 I o " 86 S� SUCCEEDING SNEETS TO BE 100.00) �a , Jt �, C ' OKI' t I �6 � SlG I .< • _ 286' :• :. +�-= ; - - . V I I �.�ai • � ` ' c�nQ �t " - 284 E MN , EGRESS DEALER I PAD ` OOR DOOR/ JJ ' \ N 'ice- / ' ! ' C8 87// d �0 IN/ 0-7 C IX y � � k� � '� �, ri ".� .. 288 � -� wi v 287 S67'10'3 E 50.00 I , .••... ...>. _. .-..,,.r.. ..._':�..::. ;3; - -- - -- - - _ /_V6 , 1 _ . //ice -A" wQ/"1 \ % ; _ -- I - . .I A� z O J w SCALE: 1 ° = 201.W 0• NUN C 288 286 284 282 280 /'1nnl GIl J I II VI 1 Vrli\i \I LI\ I TOP 286.5 I STORAGE 285_5 - - - 1 3' HIGH RETAINING WALL ( - TOP=286.0 BOTTOM=283.0- ------�-- - - - - - - - - - ---- I I I - - BOTTOM 283.0z� I !_� i (a - - - - - - e------------- af I 1 ------- ------------j------------ I I I I 0+00 0+50 1 +00 STATION (FEET) CROSS SECTION A -A' SCALE. NOT TO SCALE 5' HIGt' ° nnlrn 288 W286 LL z 0284 Q J282 w 280 �2 4:OG�i�OPv� 100 �02:) 35 f GO � ' ti1a00�a� o "0. LI\-- I i ------I - 3'HIGH RETAINING WALLI ------------ -- ---------- TOP 286.5 TOP=286.0 I 3' HIGH RETAINING WALL I - - - - -1 BOTTOM=283.0 I TOP=286.0 t TOP 286. - - ------I-- - - - - - - - - - - - -------BOTTOM=283.0 4 ---------- SITORAGE285.5----_-- - ------I---------------------------�- --- --------- I I 1 I z 60TTOM 283.0 J a -------I---------------------------�------�0------ ------------------------------------- --- - 0+00 0+50 1 +00 1 +50 STATION (FEET) CROSS SECTION B-B' SCALE. NOT TO SCALE i 288 w 286 U_ z O 284 I` Q Ili J 282 w 280 rn rn Crj S. 144TH ST. Q oi SITE--,, � Z S. 348TH ST. HWY- v 3 5' HIGH BARRIER 5' HIGH BARRIER 288 r- L VICINITY MAP NOT TO SCALE w Q N 0 co Ifs Z z W �o J �up J_ Z p Wn. O w 0Zwiz Fr W O o 0 0 a cl)W ° CD M Q L CD Z WJ �c) Uj 'Z 0 EL-cD � W ° ZZ Ft I- w >CLW _ N rwt o W 5 z Q a 06^ Z W �- Y Z L ZWIgZm� wow N z0w O 5 Z< �z� zLO m W N O � � o TOP 286.5 1 I w 286 ------i-- ----- -- --- 2' HIGi RETAINING WALL - U-1 I STORAGE 285.5 - - - -- - TOP= '85.0 LL _ Z HIGH _ _ - - BOTT ' M=283.0 - - - RETAINING WALL z TOP=285.0 ( I O 284 BOTTOM=283.0 -------i -- ----------- ----------- I t I ------I--- BOTTOM 283.0 -- - -- - -- --------- > 1 J 282 - - - - - - - w I 280 I I 0+00 0+50 STATION (FEET) Qr CROSS SECTION C-C' SCALE: NOT TO SCALE 1 +00 J r11tJ1-1 DMrAr\1CR I I I----------------------- I ---------- TOP 286.5 1 2' HIGH RETAINING WALL I 11 OP 286.5 i I TOP=285.0 - - - - -------I--------------4---- BOTTOM=283.0 - --1----------- ---------- SITORAGE285_5------- ------------ 2' HIGH RETAINING WALL I TOP=285.0 I BOTTOM=283.0 I I $OTTOM 283.0 { 1 I ( { I ------I------------- fi-------------�-------------- i I I - - - - - - ------------- 3---------------------- 1 I i VERTICAL DATUM BLOCK: NAVD 1988 CONVERT TO NGVD 29 WITH 3.547' CONVERSION FACTOR. DATUM: NGVD 29 = NAVD 1988 - 3.547' 0+00 0+50 1 +00 1 +50 STATION (FEET) 5 CROSS SECTION D-D' gCg SCALE: NOT TO SCALE QNE CAQ Q Off` n 0'O\ ' J Cq�C BEF�R� r CITY'S INSPECTION PHONE NUMBER 253-835-2700 PERMIT NO. 13-100296-00-CO APPROVED DATE �IAsy)oe 0o 00 a 00 0 �, NO.46065 � ®® s N�1.®o 00 in LPG N V O M aw � � V W � fog l� F Now E f� � r "•" eM o a� ap O 1... Lft c `o C O W2 H � w o N a m � o a = �w Q � Q Q w� O 0 - O •� �0w wcn0 ti LL N 00CD #, U)z00 co �1 (N fn I COMM # 3377 1 DATE: 6-20-13 REVISION 7-25-13 DATE: 7-31-13 12-4-13 CC2 0£ i 12=20' DRIVEWAY ErJ r f 0No � 1g% ZgA 30 (8 \E I ZONE COMMERCIAL ENTERPRISE LOT A, CITY OF FEDERAL WAY UO0RM WP�ER 0 5v� o rf ( 5�0 I i NK N, r Y2g° OWNER: BOUNDARY LINE ADJUSTMENT K�t� 99-0005, �, NgR�gP % o I VOL. 140, PGS. 243- 24,�01RPCB �. 200010099 D005 \ ', EXISTING BUILDING KC INVESTMENTS LLC ® r / 34600 PACIFIC HIGHWAY S. f 291 g A PSPN �- (BANK) 1 STORY WOOD FRAME T.L. NO. 202104-9064 fgPNNCRQO c4N ' \ NO BASEMENT _ o ` _ o :5CON OSDMH PRKOO !�20TO 13ANNERRBANK L — 291--� PSPNA� c / �' CUNC. WAL S33'12'46"Wj/\a9WALK CURB CUT $„ DI — µ— I — — •f•'M _ i — — '`m— ` W \ I CONC. VERT. CURB CURB CUT/ - __?9p� — —µ— _ — _µ— — - —M— — —M— — —'� , w �• ! - 8„ Di - -M- `'29Q- __ _�M_ _ =... -µ- - -A,4f5 p -'"- - ASPHALT DRIVEWAY CB WATER FA ILITY ESMNT _ _ _µ� _ _ 4 59 E 258.68 CB N0. 2008228000018 -,�- - - -�- - - _M- - _M- - S707 288 8 CB EX. HALT DRIVEWAY LEA E LOT LINE CB ` \ , 62.00' ` i �. t' cc 2 0 —�29 ONC. VERT. CURB Q : \\ `` O 50.00' c�'�c / A 5' SETBACK y ;, o�T 28 4 F�, 's �•' t•; ;Y89�4 6Mi tr• `1 L$ / 288.4 rreett 28 F � X r •R t.' :• �; $�B•y� }. :iA� ,*: i.•,. I + t 288.0 E O °j •• t c,:• •,' •!' , �.•' r ri'•': , 288.5 " pt.}G co WA O Z i \ 410+0 t j / cr. : � + • j � '289e9 5i; '�.' ►: i s •q : ..� J = ' r G \ , L \ WATER Wj 2as.s q si�f. • :« r ' ''' • "" yFACILITY SA I IT 288 — r 00 _f O p .>., • 88�%C -----" 9�qr� -28aa fir-- `: ?Bees x G�x \ \\\ + 0./\l O .Z O ` PYT '? 28SB r • '•; SAY �O O� ' i V /\ nnbo �i \ /t, \ Z �, N NCe� O4 p0 O -loss� O �283.0 BW `i , t` -A -C O A 100 p3 i / �`�or /% \t t—\ ` p O t!N R' Z -z- co r 28 i �CL , '�, ,v �{ h —1 O�z oto 287.2 TC p O w , �`� t /2� ; i 286.7 PVT O'Reilly Auto Parts ��` �}•'*. °' 86nX86n W r0co� ,x'ii : ENTRANCE SO. FT. = 7,630LLJ a3s.o ny Q=;j.� :00 ;•*DOOR FLOORELEI/ATION.'289.00'(F.F.E.ON o Q o a ASPHALT RAMP T 286� S�ya6 ` 2s •7 •�•�' t;.• • SUCCEEDING SHEETS TO BE 100.DD') }- g >- mod,' TRANSITt TO - ----- a5 ,.• •.s�:�� I a86o EXISTING SHOULD 2s7.2 Tc .; f v ! 3o BW7v c� \ O U I 86.7 PVT N Li FL w �: ' 284 I ! 6 5\G 10' I 283.6 FL r� N ! /2$ PN P G T STO M 4' WIDE ''.' ' �° \ S U D SEW R DVIP EPRESSED CUR �B9 `�Bo i I maw �' ' .i- — — — , ry.i• !•, 4 E ER SM TI \ z ; �� °ca EGRESS °ca DEALER : ,1 pAV w e k ' 50.00' \ 50.00' se x x ,. (, m�i 286 m ti ►= N \ e r h DOOR DOOR N 411+ �a ��s o �c �L \'w r Ln ' o \ ;w \ co v I S67'10'3 , ,o 'w j ! , 1 , , , , 78 7' , , , B' , , j I ASPHA 412+0 p TRANS EXISTI! U co ' o , , , I Z I , , i I N \ 8 ONLY" SIGN �`�T=� tied _ '_L_[— •'1 '1..._..1-- t }: .: I I ' J Y , , �� o s.s �DGE �2ss-0 gW.MENI PVT M1t 283 9 —_287� j:01 E551N , , CB ` TRAFFIC MARKING -� _ 2ej 6 EN05 20p2 - _ !E TYPE 1 R _ ° %/ (EXj N' 55MNi ISLAND cl' t Na oo "E 50.041 cso t x �� / o j`n$$i ti / //j///-\ G 2s7.2 Tc N67'10'37� M208, 67'z Ad 286.7 PVT '-------- -gee -- --gam - p{i - _ $ p S�/� �• / / / E, �ca�-- --�- 6y/79 2j2�g o!.��`� j: r 285— �Za�, , - _ / �i i'i / g' % �/ %i�� tt �- 28�— —284 —�2 \ p� , , '• �1 �� ' 284 — ZONE COMMERCIAL l OWNER: 3/ / - -tiy 3 3 \ ( GPS PNONE / // // 50! G 4' WIDE K Vas ---' \ r �_ / / / 2 F G\L\1 - 5) DEPRESSED CURB �� PACIFIC HIGHWAY S. `\ \ PSPNIK \ \ �278_� // /�� /2a GP��O �E FPp2�065 _ T.L. NO. 202104-9065,�p� / G°NG'URa—PPg�XO �MSNZ P TO o L 0 T C, CITY OF FEDERAL WAY VACANT / S 'ION TO T RAM10' B UNDARY LINE ADJUSTMENT NO. 99- 0005, / / GPgRSER `?, �a \\ Zoe �, PSPNPEPS�i a�2 EAOE G SHOU DER ! / / N a , f , p (GQN1 1$001 VOL. 140� -�43-243B, REC. NO. 20001009900005 \ ` N ON 2 p0�p6 Mo! 103�� 3 0 - �� g MEN R v-11 � �5 N `� ; 0 55 EP, SEWg & 281 �E PR'f 5105 to __--281 M NE O02�2 54,01 � WP�°5p \ � 2g0 i 20 1 0 V G i EX RR 1DEB' EXTRUDED � CONCRETE CURB F CONCRETE CURB — BACKFILL WITH STAMPED OF o I 1 I { , I , u I / i , .2 •o , I , 58�.3g'Og 6 sjV CONCRETE IN BRICK RED COLOR WITH STRIPING AT EDGE c p' R �- RESIN BONDED ANCHORS (#4 STEEL REINFORCING BAR AT 18" O.C.) ISLAND SECTION A —A SCALE: 1 "=1' R2' 283 Pt N O F�E 5 RZ 411 / CURB EX�RUpSo ISLAND DETAIL SCALE: 1 "=5' c 0 c 0 V ` t� ,<� y z �! _o } rn m m no rn °' ; 9 N LLj O V) z t� g N w �a Z x Q '�' Z w w N 14, z cs > Z O00N� to 00 m z N 1 Q 9 r w `'' z 1 f) l(i }Z W W NzNN � -�� Ye V t= L r N E (o o z t 0 r �— .. W a 9 1 o GON c, o N 2 S N ON 5pM ,59• 0 „ GO G E•I pR0 F RIM 28� oo `Al col UNpa Jp DER }E �ZgA r Rugg L �NP9'00090000� 516Fo WP j N� �� F� E (ERP OF FEO N P 002o00100 SIGN �� y�tNG v j gPNNER 6P o ' W(BAK�tDING vnMN� �R�NERNTS vNP� S P G�� Pg30SN0 �R 6PNK � 1a STORY WOOD FRAME ONE 5 0�0 06AVA4VO 23g, aPNN O o NO BASEMENT Z 0 t rN 2�21 A 9 00NO Gs' (� �3 P��,�G ' ASPBANNERLT DRIVE BAN 6� N0._ ~ , I CONC. 01 Pp''f �0 roz tiro CONC. WALK _ o __ z, CONC. WALK CURB CUT — -- 8„133 12 46 W i J ^ Ga i CURB CUT �- y L CB CONC. VERT. CURB 8 6 ` ASPHALT DRIVEWAY VIATER FA'IUTY ESMNT i 8„ OI LINE T CS S70'24'S9 'E 25 8 i C spa mm ' mm 'ago 1 — NO. 20081)228000018 --\ - �, ASPHALT DRIVEWAY LEA�E LOT L b mu I CB CONC. VERT. CURB .+.. �,. ,i O TM 2 S 2 K 3 2 2 ` O 5 a O�G Cp✓VC, o Z ALK +++++ o + v O i + + # +,+ + i '•r • �'if' • r` \ v - 3 + + N + + z + 3 ++ � t + QP -� Z n + + +++ +++ y - 4• + + 4 4 4 t + t + + m {1_1 h 4+ +++ 4 4 t + \ 5 2 -c d•l II nn t r +• Z N � T iM + t \ � a w L T ❑ 5 8G :..,`. ++++ r +++ t t ++ ^�'.''+, oho oz. a'G M''''v + +++++++++t+++++ + + + 3 + +r VIA -� -A � %8 p — 3 ` +++++++++++++'+++++++++ + ++ GS +++++++++ :.A:: G �O � Z 1; :�'4•'..;: .�' %.•• �~�' 2 +++4 t++++V ++++++r*j. 6 + + + + + ++ ,+4*++1++«+++ + + .�: +++++++«+++ +++ ++ �t+++++. 4 ,. 0 Reilly Auto Parts +}+++}+++ ++++++++ , + +++"+++++++++++ : y o -+0+ 3 ++ ++ TD ++ 5 ++„ + g +,,++++++t+ur) V HS / / / / + + + + + + + + + + + + 4 + + + + + + O n ENTRANCE )SQ.FT.�7,630 +++ ++++++ ++++..+++++ DOOR 1 (. \++.. 8 +,+.+++++,+ ,++`.++'�;"+'s'+ a o . .• , � ' ' FLOOR ELEVATION:289.00' FF.E.O +. ++ +. GS t SUCCEEDING SHEETS TO 8E 100.00' + + r , ++++++t+t+ + +++++++++ M 7 ¢ trr+++++ vc) «+t++ 3 +++++ ++ '..A •. TD ! !t GT 6. . . . . . . +++++++++ + + + + + + + �,• ' + + + r + + + , + + + + + + + + + + + .... + + _ F' + + + + + + + + + r + + + + + + , • ++ • �� o + +t+t +++ + ++++ +++++ DEALER TRASH +++t+++++« ++++++++..;t+++« _Ei.E;'.:;t:`, 2 EGRESS :++ttr++++++ t+++++++++t+++, , E`MN :::":::'�:: DOORS (DOOR :.PAD'''Su " :::'._+++rrr++++ rt++r++«+r++++ + + + 4 + r + + + + + r + + `,+: ':: •'• ••. '•:� :• '• + t + + tF + r + + 4 + + + 4 + + + + + ♦ + +1 + 4 + t + + y — jr•Jt .� . ` ; :; �' ; + t eft + + + + + + + + + + + + + + + + + + + + • o, : 's 1 `j G� C7 C� + + +� + + + + h + 2 +++t+}++5.++++++++++++ ++ _ `` '' ' •`::' :fit. , BG M SN S 6' os }+}•}+++�,�++ +�+ +++ + + GT ++ t+�._ ++ ii , � -- •5 •. 3 + + + MV 3 + $ + 5 NCR +++ + ++ ++ o G5 ++++++ ++++ G /\ p ' , = QPA6 +++++, + ONG +++ ++,r'++++ r + + + r ! +-+ + + + ++ ++ ;++$ G + R Z + A` + ++t+++t++++++++++ + + :' PP �'° z G WP�V :. « G N + + ,.-+ 1 o + + GO + ENE W P/ + ZONE COMMERCI\4►_ATNTERPRISE +++ :; ►' `� �E OWNER: • KC INVESTMENTS 8NOW,�N NG. N g GP S`�' N i �P ro 1 34720 PACIFIC HIGHWAY S. 2' PD RSP�40 T.L. N0. 202104- 9065 1 / 1(001 LANE NE�00", MNOO 78.7' rn \ v PER �X�si 5 Lc)VA1 \ CANT " 1 N OF PG\��11655 �j �p ? \ K OGP, � GE F102j0 PAN 9� W X R ONG • I? - pRM p N0 i I - LOT C, CITY OF FEDERAL WAY - G GUR9 P (�SEM�N C BOUNDARY LINE ADJUSTMENT NO. 99 0005, E N `\v I + °- _ VOL. 140, PGS. 243-243B, REC. N0. 200010099000SER `\z Z- w u\ \ \� / GD�•j� • - 06,E 3o0 o N PSG,^�N5103� 1 w o�� 'SEA yER E �yo2 - CIL N - 1 V) -` 1 - d \,SSM"�Pv�- -- - -- PLANT SCHEDULE 1 _ ---� 0 00 00 \ 1 20 1 0 1 - 0 0g 3g' �g 1 0 1 - , 6 1 - � 1 ' 4 �(o CONST. i �00/ N N 000 40 00 00 - ��t 1 too \ (-,I LANDSCAPE PLAN''",� L1 SCALE: 1" = 20'-0" Fritz Breckon ,ATE NO. 1075 PROJECT CALCULATIONS TYPE III - VISUAL BUFFER REQUIREMENTS: 5'-O" WIDE LAND5CAPE BUFFER ALONG ALL PROPERTY LINES ABUTTING PUBLIC, RIGHT5-0E-WAY AND ACCESS EASEMENTS PARKING LOT LANDSCAPING: 20 5F PER PARKING STALL (20 X 2q= 580 5F) REQUIRED: 550 5F PROVIDED: 5cib 5F - TOTAL LANDSCAPE AREA PROVIDE= q,i-12.47 SF SHRUB AREA= 5,001.30 5F (51%) TURF AREA= 4,1 11.11 5F (461%) TREE UNIT CREDITS: 20 TREE UNITS REQUIRED 20 TREE UNITS PROVIDED LANDSCAPE LEGEND 1 PLANTS TO BE INSTALLED • 4 Ir •S EDGING, SEE DETAIL - - - -. - - - - - - OUT EDGE AS DETAILED s I ® I i +ram PROPERTY LINE (VERIFY) 10 QUANTITY JB PLANT IDENTIFICATION KEY + + + + + + + + FESCUE TURF 50D (OR ' + + + + + APPROVED EQUAL) OVER + 4 + + + + + 4 # + + + + 4 + APPROVED TOP501L AS + + + + + + ++ + ' + ' + ' + SPECIFIED RIVER ROCK (1-2" DIA.) OVER DEWITT PRO 5 WEED FABRIC AND TOP501L AS SPECIFIED jPROP05ED NEW BUILDING CALLOUT LEGEND TRASH ENCLOSURE Z MONUMENT 51GN OCHAiN LINK FENCE, PER DETAIL L3, SHEET 03, COORDINATE AS REQUIRED. QTY, KEY BOTANICAL NAME COMMON NAME SIZE I NOTES UNIT CREDIT DECIDUOUS SHADE TREES 2 AR Acer Rubrum Red Maple 15" GAL. I I 1.5 6 (Sp Quercu5 palustrl5 Pin Oak 1•5" GAL. CONIFEROUS TREES 3 AG Abies grandly Grand Fir 6-1, B $ B 1.5 3 SE 5equolodendron giganteum Giant 5egyoia 6-1' BBB 1.5 S RUBS/PERENNIALS/ORNAMENTAL GRASSES Iq BG Buxus Hybrid 'Green Veivet' 1 Green Velvet Boxwood #5 17 G5 Gornu5 sericeo '15anti' II Isanti Dogwood #5 15 GT Gotoneaster dammeri 'Elcholz' Elcholz Gotoneaster #2 20 H5 Hermerocallis 'Stella d'Oro' Stella d'Oro Daylilly #1 22 MA Mahonla agyifolium 'compactor' Compact Oregon grape #1 e PT Parthenocissus tricuspidata Boston ivy #1 2 RF Rhamnus frongula `Ron W11110m5' Fine Line Fern Leaf Buckthorn #5 11 TD Taxu5 x Media 'Densiforml5' Densiformis Anglojap Yew #5 16 TM Taxu5 x Media '5entinali5' Columnar Yew #5 0 1p ca a o� aC o0 y Ti■N w � ..r ao w V cc 1■� F 410 Now a cc tied N ra 'D w �1 tiD ri low •�1 VJ � r• or Vol rn m � o y CL Er LAJ Q V J llzr LLJ C N W 3 `t 03 M COMM # 3377 DATE: 11-30-12 REVISION DATE: 5-16-13 6-19-13 7-18-13 7-31-13 11-26-13 Al2-4-13 Ll of 5 Uj w Q 0 W 410+00-r 00' IRRIGATION NOTES i 1. SYSTEM DESIGN BASED ON THE ASSUMPTION OF THE AVAILABILITY OF 26 G.P.M. WITH 55 P.S.I. AT THE SOURCE AND 40 P.5.1. AT THE HEA95. j 2. ALL LATERAL LINES THAT ARE NOT LABEL EP SHALL BE 3/4" DIAMETER. �SRPR`S� p�RPi. Pg91oopgOpOpS `NG j o 3. CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO INITIATION OF ANY DEMOLITION + iPr, EN OF FE �N� 00. Zp0O PPRK j o j, RESPONSIBILITY. OR CONSTRUCTION OPERATIONS. ANY DAMAGE TO EXISTING UTILITIES 5HALL BE CONTRACTOR'S \ Lp(tS � � pM VI R: �S LL. S Glj� D��S1MG Np' PS NPR' j G M p BEN VIP P P RE P j W - ,' 4. COORDINATE ALL IRRIGATION INSTALLATION OPERATIONS WITH CIVIL, MECHANICAL, A ND _ ELECTRICAL ENGINEERING SHEETS. STORY BgSEMENr ZONE iNvES F N, A gp6� R� �� 2�38, G j Q o 5 HCONTRACTOR SHALL ARD SURFACES WITH GT VE TE INSTALLATION GONTRAGTORS F IRRIGATION CONDUIT AND SLEEVES UNDER KG p PPG Zp210 pvNQ PS Z4 PP 1 ® ASPHALT DRiVE j rI 3 q60 0 PG L� TO BANNER BANK _ - W �i. ALL SLEEVES SHALL BE INSTALLED A5 PART OF IRRIGATION CONTRACT. APPROXIMATE LOCATION OF SLEEVES ARE SHOWN ON THE IRRIGATION PLAN. FIELD VERIFY LOCATION. ALL 3 �. N q0, PSQNP j 3 -7 j Q , Ii 11 vGL f - _ c� EXTENDING TO 24" ENDS OF SLEEVES SABOVE GRADEHALL BE D TAKES SHADLL NOT BEAND KREMOED VED UNTIL THEM IRRIGATIO N > E A S33 °12 46 IIi/ j -J i� SYSTEM 15 COMPLETE. ALL 5LEEVE5 SHALL EXTEND A MINIMUM OF 15" BEYOND BACK OF CURB '-2- LOCATIONS.PAVEMENT PROVIDE COMPACTED BAGKFILL AS NECESSARY AT HARD SURFACE - _,- -92 _ .:_:. _ m•- ASPHALT DRIVEWAY ITS AND FEES REQUIRED FOR THIS WORK WATER FACILITY ESMNT i _ - S 7 Q °2 4 5 9 E 2 5 8.6 8 ,�,.. , .�. "" ' �' S' 8 CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERM u ,a., ._ N0. 20080228000018 !�--.------�---�•� `-"V'-`" �'�"�"'�-�� LEASE LOT LINE �; � s , �... 1 .�. � � ' �"' ' "'� , � IRRIGATION GONTROLLC-R(5) ARE TO BE LOCATED AS SHOWN ON THE PLAN CONTROLLERS + EX ASPHALT DRIVEWAY s BE WIRED TO POWER SUPPLY BY A LICENSED ELECTRICIAN PER LOCAL CODES. IRRIGATION -�- , +� I �/ i :w.. "� 'tom I �; 62.00' ' °�` ' '�' � 1 r CONTRACTOR TO PROY117E ALL REQUIRED CONNECTIONS TO 24 VOLT IRRIGATION CONTROL WIRE r ' _ G INSIDE THE BUILDING THROUGH APPROPRIATE SIZED CONDUIT. 50.00' ' ' 5' SETBACK 'I o cl. ALL HEADS ARE TO BE 4 POP-UP IN LAWN AREAS AND 12 POP-UP IN SHRUB AND GROUND COVER r IMPEDE AREAS. IRRIGATED AREAS CONTAINING VEGETATION WHICH POTENTIALLY MAY 1 , .........: :,• ;: :;'.::;:,: ; .. MP3K �•; .�' `•� .. :.:�, •: , • ,, ,,, Q o PERFORMANCE OF A 4" POP-UP SPRINKLER ARE TO BE REPLACED WITH A 12" HIGH POP-UP _ -i-:::Tin- : �:!lSllli l �lii�..111 z�11�IIj�.J116 _'�;;....rr_'ll._e::_::: ititl+!Ilijee_::_115111i�i::.�... it , _=..�:n�lilCiee" - rllll �i :e.=:11�l111� ..-... 4 6 • 0 Reill y Auto Parts, gro I ENTRANCE / SQ. FT. 7, 630/// °I MrM 'DOOR Ft00R ELEVATION: 289.00' (F.F.E. ONiM N / j8UCCEE6IN6 SHEETS TO BE 100.00)/ 10' PUG°f i SOUN ENER EGRESS 50.00' ESMN JcJ �60 , Lj - - --4- S67'10'37"E .00' - LLV 1 1.J .Wsft. °TRASH; ;.PAD.. MP3K MP3K MP3K MP3K MP3K MP3K MP3K MP3K ri T82 MP3K P3K T MP3K _ 2"SLV TS4 MP3K D4 MP3K MP3K ESO' 5 3ka(N PCGESS50p�1� ' ZONE COMMERCIAL ENTERPRISE OWNER: Fta 1 KC INVESTMENTS Y` , 34720 PACIFIC HIGHWAYS. -y T.L. NO. 202104-9065 �,- �5 " , i , # VACANT 'to PS d LOT C, CITY OF FEDERAL WAY 2 ° 1 , c\i W BOUNDARY LINE ADJUSTMENT NO. 99-0005, - C\� °� _ VOL. 140, PGS. 243-2433, REC. NO, 2000100990000565 Lu u� N to LAI Q. ' ', N .4 , 1 IRRIGATION NOTES °�4� I. ALL PLANTER BEDS SHALL BE IRRIGATED WITH AN INLINE EMITTER DRiP LINE IRRIGATION SYSTEM, HUNTER OR APPROVED EQUAL. ALL TREES IN THE NOTED AREA ARE TO BE IRRIGATED AS PER DETAIL. THE y - CONTRACTOR 15 RESPONSIBLE TO INSTALL THE DRIP SYSTEM AS PER MANUFACTURER'S RECOMMENDATIONS � ` AND THE FOLLOWING REQUIREMENTS: u' - A. AN INLiNE EMMITTER DRIP LINE TUBING SHALL BE USED. THE EMITTER SPACING SHALL BE EIGHTEEN INCHES (18"} AND THE EMITTER FLOWS ARE TO BE .43 G.P.H. LATERALS SHALL BE SPACED AT EIGHTEEN INCHES (16"). '- B. A FILTER WITH A TRIFLUREX RING SHALL BE INSTALLED ON EACH ZONE. THE FILTER SHALL BE - ' - I♦ INSTALLED IN CONJUGTION WITH AN ELECTRIC REMOTE CONTROL VALVE AS SPECIFIED (SIZE AS NOTED ♦ SEMEN ON SCHEDULE). THE FILTER MODEL SHALL BE A 5/4" 150 MESH P15G FILTER (Hl'oi5). 5EE DETAIL. ♦ ' C. ALL ZONES SHALL BE INSTALLED WITH A LINE FLUSHING VALVE. INSTALL WITH COLLAR. SEE DETAIL. ♦PjER�2 3fl01 D. ALL ZONES SHALL HAVE AN AIR/ VACUUM RELIEF VALVE, SEE DETAIL. THESE SHALL BE INSTALLED AT ♦, 2p02 THE HIGHEST POINTS WITHIN THE ZONES. 4 E. ALL TUBING SHALL BE STAKED DOWN WITH TL56 SIX INCH (611) 501L STAPLES TO PREVENT EXPOSURE ♦ \ 1 .Q OF PIPE THROUGH MULCH, SEE DETAIL. 9 1 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO INSTALL THE DRIP 5Y5TEM 50 THAT THE OPTIMUM AMOUNT g> OC�}� OF WATER 15 APPLIED TO ENSURE THE HEALTH OF ALL PLANT MATERIAL. EXTRA EMITTERS ARE TO BE ♦ 03 INSTALLED AT ALL TREES PLANTED WITHIN THE PLANTER BEDS TO INSURE PROPER WATERING IF ♦ Sg8 NECESSARY. 00 3. THE CONTRACTOR 15 RESPONSIBLE TO SCHEDULE A MEETING WITH THE LANDSCAPE ARCHITECT AND THE 00 OWNER'S REPRESENTATIVE BEFORE PROCEEDING W1TH ANY IRRIGATION INSTALLATION IN ORDER TO REVIEW WORK TO BE DONE. NO CHANGES IN MATERIAL SPECIFIED OR TO THE DESIGN OF THE SYSTEM SHALL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE LANDSCAPE ARCHITECT. 4. ALL PVC LATERAL LINES FROM VALVES TO HEADERS ARE TD BE BURIED AT MINIMUM DEPTH OF TWELVE INCHES (12"). 51ZE A5 NECESSARY. (SEE PIPE SIZING NOTES ON THI5 SHEET,) � 5. AFTER INSTALLATION OF THE IRRIGATION SYSTEM THE CONTRACTOR i5 RESPONSIBLE TO PROVIDE THE OWNER WITH A5-BUILT DRAWINGS AND INSTRUCTIONS FOR MAINTENANCE OF THE DRIP SYSTEM. 6. PROVIDE DRIP LINE TO ENSURE EACH SHRUB AND TREE RECEIVES ADEQUATE IRRIGATION. BURY DRIP LINE AT 4" MIN. TO HIDE FROM VIEW, LOCATE DRIP LINE TO MINIMIZE THE NUMBER OF EMITTERS REQUIRED, ' ,� ADJUST DRIP LINE LOCATION TO OBTAIN COMPLETE COVERAGE. REFER TO NOTES FOR 5PEGIFIGAT10N5. - . 0 100 ' N 00 1 � 00 n �n IRRIGATION PLAN C-�RAPhf G SCALE -FEET o 7( r L2 SCALE: In = 20'-W SPRINKLER. ` a a o 10. ALL ELECTRICAL W.,ORK TO MEET OR EXCEED N.E.GSTATE CODES, LOCAL CODES, AND o �� A MANUFACTURERS RECOMMENDATIONS. o cn '� 11. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL ROCK AND DEBRI5 BROUGHT TO THE Z n SURFACE AS A RESULT OF TRENCHING OPERATIONS. :� z y c� w � 12. CONTRACTOR SHALL REFER TO SPECIFICATIONS AND DETAIL DRAWINGS FOR ADDITIONAL %'`, -A'v� 0 �, y -� REQUIREMENTS. Q G w0 0 13. ALL 24 VOLT POWER WIRES SHALL BE #14 AWG COPPER. ALL ABOVE GROUND 120 VOLT AND 24 z o vN o aoo Z w G VOLT WIRE SHALL BE IN PVC CONDUIT. ONE POWER WIRE SHALL BE PROVIDED BACK TO THE c__\ c CONTROLLER FOR EACH VALVE. ALL COMMON HIRE-5 SHALL BE #12 AWG COPPER. ALL 24 VOLT ` X r N mG Z n ��0 WIRES SHALL BE TAPED TOGETHER AT TEN FOOT (10'-0") INTERVALS. MP3K / d �- f'c o w Z r n �� 14. IN5TALLATION SHALL COMPLY WITH ALL NATIONAL, STATE, AND LOCAL LAWS AND ORDINANCES. CD , v' o N N� Z r 15. IRRIGATION CONTRACTOR SHALL PROVIDE A COMPLETE AS -BUILT DRAWING IN PDF FORMAT UPON �, p COMPLETION OF INSTALLATION AND PRIOR TO FINAL PAYMENT. _ A -A �p G �" N' �� 16. THE ENTIRE SYSTEM SHALL BE GUARANTEED TO BE COMPLETE AND PERFECT IN EVERY DETAIL / ¢ om 00 0 13 -13 0`.0 FOR A PERIOD OF TWO YEARS FROM THE DATE OF ITS ACCEPTANCE; REPAIR OR REPLACEMENT c� -,'21 OF ANY DEFECTS OCCURRING WITHIN THOSE TWO YEARS SHALL BE FREE OF EXPENSE TO THE Z vN�� m o O OWNER. MP3K ` o i9 �cr 17. AS PART OF THIS CONTRACT, PERFORM AT NO EXTRA COST WINTERIZATION AND SPRING START UP a �� v o o- OF THE SYSTEM DURING THE GUARANTEE PERIOD (2 YEAR5). MP3K N� '. a o 16. ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS OF THE QUALITY AND PERFORMANCE SPECIFIED, AND SHALL MEET THE REQUIREMENTS OF THI5 SYSTEM. USE MATERIALS z /o AS 5PEGIFIED, NO 5UB5TITUTION5 SHALL BE PERMITTED WITHOUT PRIOR WRITTEN PERMISSION OF THE OWNER OR LANDSCAPE ARCHITECT. C-) / 14. IRRIGATION CONTRACTOR SHALL MAKE NECESSARY MINOR FIELD ADJUSTMENTS TO SPRINKLER i" VC)y Nt NOZZLES, 5PRINKLER5, PIPE, AND OTHER IRRIGATION EQUIPMENT LOCATIONS TO FIT THE A5-13UILT SITE. ADJUST HEAD AND PIPE LOCATIONS AS REQUIRED TO AVOID DAMAGING EXISTING TREE MP3K MP3K ROOTS. ADJU5TMENT5 SHALL ENSURE HEAD TO HEAD COVERAGE AND NOT OVERSPRAY THE BUILDING OR OTHER IMPROVEMENTS. 20. IRRIGATION PIPING LAYOUT IS SCHEMATIC. WHERE LINES ARE SHOWN BELOW PAVEMENT ADJACENT TO LANDSCAPE AREAS, THEY SHALL BE LOCATED IN THE LANDSCAPE AREA UNLESS 3 u, °t SHOWN WITH A SLEEVE SYMBOL. ` ' 21. BASE PLAN AND LOCATION OF EXISTING EQUIPMENT ARE SCHEMATIC IN NATURE. FIELD VERIFY MP3K �/ ALL BASE AND EXISTING IRRIGATION ELEMENTS AND CONDITIONS PRIOR TO CONSTRUGTION AND PROVIDE NECESSARY ADJUSTMENTS. 22. IRRIGATION CONTRACTOR SHALL USE THE MANUFACTURER'S APPROVED PRESSURE REGULATING MP3K '� `'< << _T MODULE AS SPECIFIED TO ADJUST ZONE OPERATING PRESSURES TO AN AVERAGE OF 40 P.S.I. IN SPRAY ZONES AND 40 P.S.I. IN ROTOR ZONES. 25. ALL MAIN LINE FITTIN65 SHALL BE HARGO DUCTILE IRON PUSH ON TYPE UNLE55 NOTED FOR LATERAL SERVICE. (ON 3" OR LARGER ONLY) C MP3K 24. IN THE EVENT OF A DISREPANCY, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT. " CALLOU LEGEND. END G WPC 0300 MP3ktc- . �.,.. iz 510 Fritz Breckon ,ATE NO. 1075 150 M 20 CONNECT NEW 1 1/4" MAINLINE TO STUB PROVIDED BY OTHERS IN DES MP21(- - O THIS APPROXIMATE LOCATION. (FIELD VERIFY) SEE CIVIL A 1 IONAI INFORMATION AND REQUIREMENTS IMP2K �MP2K �\ , 4/ ni -R Aa�2 F40 `Co-,00 N 0� 6 ' '-- 0 -PER 2 ENS 31 ER5102A5,0 , 1- - 5C SGN�po��5A03--. , 1 CONST. N N /v0 SYSTEM OPERATIONAL NOTES SYSTEM OPERATION: (based on historical climate) CONTROLLER SETUP: A cycling technique will he used for application of water, each station run time will be applied with three (3) different start times. Therefore station run times reflect one third (11% the total application. Peak water application will require irrigation every night. Set controllers for start time #1 at "I:30p.m., start time #2 at 12:00a m., and start time #3 at 5:30a.m. Extend water windo if required to meet peak water requirements. INITIAL STATION RUN TIMES: DRIP ZONES: 5HRU55 - 30 MINUTE CYCLES. PRO -SPRAY NOZZLE SPRAY ZONE5: TURF - 3 MINUTE CYCLES. MP ROTATOR NOZZLE SPRAY ZONES: TURF - 5 MINUTE CYCLES. SYSTEM BALANCING: As the system operates, some zones will be wet while others are dry. Adjust only those stations which require additional or less water. For example, if station T51, a 15' turf spray zone is always dry, change the station T51 run time from fifteen (15) minutes to sixteen (16) minutes. Continue making adjustments until the zone moisture content is acceptable. Use nozzle changes or nozzle screw adjustments to adjust wet and dry areas within a zone. ZONE SCHEDULE ZONE # GPM ( PSI VALVE SIZE 01 �1.00 30 1" IGZ-101-40 D 2 0.52 50 P IGZ-101-40 CiAl 30 P IGZ-101-40 2 4 5.33 30 P iGZ-101-40 14.46 40 P IGZ-101-40 T52 1456 40 P IGZ-101-40 T55 15.42 40 1 " IGZ-101-40 T54 15.31 40 1" IGZ-101-40 DRIP MATERIAL LEGEND DRIP ZONE - DRIP ZONE - AREA ONE AREA THREE JJ JJJ JJ JJJJJJJJJ DRIP ZONE - DRIP ZONE - JJJJJJJJJ AREA TWO JJJJJJJJJ AREA FOUR JJJJJJJJJ PLANS FOR DDT D2" WIRE SLEEVE. ROUTE TO CONTROLLER LOCATION PER LOGAL CODES AS REQUIRED. WALL. MOUNT IRRIGATION CONTROLLER IN THI5 APPROXIMATE LOCATION A5 REQUIRED. CONNECT 120 VOLT AS REQUIRED. ALL ABOVE GRADE WIRE5 SHALL BE LOCATED IN APPROPRIATELY SIZED CONDUIT (2" MINIMUM). IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH CERTIFIED ELECTRICAL CONTRACTOR FOR ALL ELECTRICAL CONNECTIONS. IRRIGATION CONTRACTOR SHALL ENSURE ALL CONTROLLER OPTIONS AND ZONES ARE FULLY OPERATIONAL AFTER TRENCHING HAS FINISHED. CONTROLLER LOCATION TO BE OWNER APPROVED. REVISE LOCATION AS REQUIRED FOR OWNER APPROVAL. OEXTEND EXTRA WIRES TO THI5 POINT, GOIL APPROXIMATELY 24" LENGTH OF EXTRA WIRE5 iN SEPARATE VALVE BOX AT THIS LOCATION. 5 INSTALL 'HUNTER' POLY FLEX RI5ER AT END OF DRiPZONE LINE TO ENSURE PROPER FUNCTiONALITY, NOZZLE WITH (TS-T-0). 6 GAP PiPE iN THiS APPROXIMATE LOCATION. PROVIDE A WATER TIGHT FITTING. IRRIGATION MATERIAL LEGEND SYMBOL DESCRIPTION MP3K MP2K MP1K 'HUNTER' PROS-06-PR540-CV, MP ROTATOR SERIES POP-UP SPRAY SPRINKLERS. © O O (3 O NOZZLE AS MPI000'S UNLE55 OTHERWISE INDICATED. 'HUNTER' ICZ-101-40 ELECTRIC REMOTE ® CONTROL VALVE. SEE ZONE SCHEDULE FOR VALVE SIZE. 'HUNTER' REMOTE CONTROL VALVE LABEL (D P� D3 = DRIP). CLA55 200 SOLVENT WELD PVC LATERAL �-� 11/4" LINE, SIZE AS INDICATED ON PLANS. PROVIDE ONE (1) KiNG DRAIN AUTOMATIC DRAIN VALVE AT LOW POINT OF EACH LATERAL ZONE. i-1/4" GLASS 200 SOLVENT WELD PVC MAIN LINE. 50HEDULE 40 IRRIGATION SLEEVE, 51ZE AS INDICATED ON PLANS. (Provide an additional 6" SLV 2" sleeve at all main line sleeve locations for control wires.) GRAY 50HEDULE 40 PVC FOR ELECTRICAL CONTROL WIRE5, SIZE AS INDICATED ON -I1 ----- "----- PLANS. COORDINATE WITH ELECTRICAL. WILKIN5 GATE VALVE OR APPROVED EQUAL, 51ZED TO MATCH MAIN LINE. I" HUNTER HQ-5LRG QUiGK COUPLING VALVE W/ HK-55 KEY, AND HOSE SWIVEL, SEE DETAIL. NIBCO MANUAL DRAIN VALVE, 51ZE TO MATCH MAINLINE, SEE DETAIL. HUNTER i-GORE-1200M-55 12 STATION WALL ® MOUNTED CONTROLLER WITH LOCKABLE, STAINLESS STEEL CABINET, AND 50LAR-5YNC ET SYSTEM, SEE DETAIL. INSTALL SOLAR -SYNC 5EN50R WITHIN 40'-0" OF IGG CONTROLLER 1-1/4" REDUCED PRESSURE BACK FLOW PREVENTOR, SEE DETAIL. w O M co 00 'd, � w rn a� w M�1 � w Nied GO cc Olen t- 00 co Iwo G o .... COS y w i o � � U) �-- o C1 Q Q � rx O O L4- 3 �1` m M 1�.: • COMM # 3377 DATE: 11-30-12 REVISION DATE: 5.16-13 6-19-13 7-18-13 7-31-13 11-26-13 12-4-13 L3 of 5 TOP OF MASONRY EL. 119'-4" TOP OF MASONRY DEL. 117'-4" BOTTOM OF FOOTING L _ REF. TO FOUNDATION PLAN TI A3 SCALE: 1 /8" = I %W (BEYOND) T.O. METAL STUD BOTTOM OF FOOTING L REF. TO FOUNDATION PLAN 2 SOUTH ELEVATION A3 I SCALE: 1 /8" = 1-4r TOP OF MASONRY T.O. STONE VENEER- 0.1 mmmmuMml FINISH FLOOR ■mmmmiLmm 1 1 1 7��1�►, BOTTOM OF •• REF. TO FOUNDATION PLAN AS IEAST ELEVATION SCALE: 1 /8" = 1'-O" (: A TOP OF MASONRY EL. 119'-4 TOP OF MASONRY EL. 117'-4" EAVE HEIGHT EL. 114'-3" B.O. CANOPY EL. 11 V-6" •i_ % .-�-.��i_ m09, _ \:• Oil • •• LIBIJ 0:4 11-41/ty SEALANT " MASTER FLASH " OR APPROVED EQUAL PIPE FLASHING WITH APPROPRIATE ADHESIVE SEAL EDGE OF COVER WITH LAP EDGE SEALANT VENT PIPE A3 SCALE: N.T.S. STUCCO: REFER TO ELEVATIONS GALVANIZED STEEL TOP OF MASONRY ,-L OOrUBLE V" EXPANSION GI A -f til A11 B.O. CANOPY EL. 114'-3" STUCCO JOINT DETAIL SCALE: N.T.S. FCANOPY SIZE HAS BEEN UPDATED ON WEST ELEVATION BE 4'-0" IN DEPTH IN LIEU OF PREVIOUSLY SHOWN 6'-0". 1 1/2" x 1 1/2" x. 125" STEEL TUBE WITH 1/4" x 7 1/2 " LONG STEEL PLATE WELDED TO END. (4) EQUALLY SPACED AT EACH VERTICAL TUBE LOCATION. ATTACH TO BLOCK W/ (2) 1/2" ANCHOR BOLTS W. NEOPRENE PAD BETWEEN. TYPICAL. 1 1/2" x 1 1/2" x .125" STEEL TUBE TRELLIS. FINISH FLOOR EL. 100'-0" L-0 TRELLIS DETAIL SCALE: 3/4" = i'-W I EXTERIOR FINISH SCHEDULE TYPE: COMPANY TYPE: COLOR: SHERWIN WILLIAMS PAINT (1) COAT S-W PREPRITE BLOCK FILLER B25W25 (NO LESS THAN 8 MILS) (2) COATS S-W CONFLEX XL SMOOTH STANDARD CONCRETE MASONRY ELASTOMERIC A5-400 (NO LESS THAN UNIT 5.7 MILS EACH COAT) (C.M.U.) COLD WEATHER APPLICATIONS: SPLIT FACE SHERWIN WILLIAMS PAINT (8" X 8" X 16" NOM.) (1) COAT S-W LOXON BLOCK SURFACER 'PROVIDE FULL 8" PER LOCAL SUPPLIER (NO LESS THAN 8 MILS) (2) COATS S-W ULTRACRETE SOLVENT FACE AT ALL CORNERS BORNE SMOOTH B46 (NO LESS THAN 8 COURSE: RUNNING MILS EACH COAT OR •16 MILS TOTAL) FIELD COLOR: EQUAL TO SOFTER TAN SW6141 ( UNLESS OTHERWISE NOTED) SEE SPECIFICATIONS SECTION 09900 COLOR TO BE INTEGRAL IN THE TOP COAT OF PLASTER AND IS TO MATCH EXTERIOR PORTLAND CEMENT COLOR INDICATED BY SHADING PLASTER (STUCCO) FIELD COLOR: EQUAL TO LATTE PER LOCAL SUPPLIER SW6108 (SEE SPEC) ACCENT COLOR: EQUAL TO KAFFEE SW6104 (INDICATED BY SHADING ) MANUFACTURED STONE VENEER ELDORADO STONE CO. RUSTIC LEDGE STONE "SAWTOOTH" Km MANUFACTURED STONE ELDORADO STONE CO. SNAPPED EDGE - VENEER WAINSCOT SILL COLOR: SAND EFCO IVY STOREFRONT ( NO SUBSTITUTES) KAWNEER DARK IVY VISTA WALL INTERSTATE GREEN "O'REILLY GREEN" GLIDDEN EXTERIOR SEMI -GLOSS LATEX BASE: 2407 - 500 BOLLARDS IN FIELD YOX: 3P 42 TBL:4P48 GRN: 3P14 WHT: 2P COLOR #: CUSTOM EXTERIOR DOORS OWNER FACTORY FINISHED BIRCH WHITE FIELD PAINT TO SHERWIN OVERHEAD DOOR IN FIELD WILLIAMS SOFTER TAN SW6141 METAL CAP FLASHING U5 BY METAL BUILDING MFG'R. FIELD PAINT TO SHERWIN WILLIAMS LATTE SW6108 FIELD PAINT TO SHERWIN METAL CAP FLASHING 4O BY METAL 1UILDING MFG'R. WILLIAMS SOFTER TAN SW6141 FIELD PAINT TO SHERWIN METAL CAP FLASHING 11 BY METAL BUILDING MFG'R. WILLIAMS KAFFEE SM104 GENERALT SE A. REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS. B. REFER TO COVER SHEET FOR BUILDING DESIGN CRITERIA. C. REFER TO PRE-ENGINEERED METAL BUILDING DRAWINGS FOR ADDITIONAL REQUIREMENTS. D. REFER TO MECHANICAL / ELECTRICAL PLAN FOR SYSTEM TYPES AND LOCATIONS. E. REFER TO SITE DEVELOPMENT PLANS FOR ADDITIONAL REQUIREMENTS. ET mOTESEn O EXTERIOR PORTLAND CEMENT STUCCO: REFER TO EXTERIOR FINISH SCHEDULE. 2O MASONRY WALL CONSTRUCTION: REFER TO EXTERIOR FINISH SCHEDULE AND WALL SECTIONS. O PRE -FINISHED STANDING SEAM ROOF (BEYOND) BY PRE-ENGINEERED METAL BUILDING COMPANY. 4O PRE - ENGINEERED METAL CAP FLASHING: FIELD BREAK WITH 6" FACE. COLOR SHALL BE "SOFTER TAN" TO MATCH SPLIT FACE BLOCK BELOW. O PRE - ENGINEERED METAL CAP FLASHING: FIELD BREAK WITH 6" FACE. COLOR SHALL BE "LATTE" TO MATCH STUCCO BELOW. O PRE - ENGINEERED INTERNAL METAL GUTTER PER METAL BUILDING MANUFACTURER AND 6" PVC D.S. (BY CONTRACTOR). O7 CONCRETE MASONRY UNIT (CMU): SPLIT FACE HEAD AND JAMB UNITS. O8 LINE OF ROOF: DASHED LINE INDICATES LINE OF ROOF BEYOND WITH SLOPE OF 1/4" PER FOOT. O9 SIGN: APPROXIMATE OUTLINE OF "O'REILLY AUTO PARTS" SIGN. OWNER FURNISHED AND INSTALLED. PROVIDE BLOCKING AS REQUIRED FOR MOUNTING SIGN, WORK TO BE COORDINATED WITH SIGN COMPANY. 10 ADDRESS NUMBERS: 6" VINYL BY CONTRACTOR. COLOR TO BE WHITE. 11 PRE - ENGINEERED METAL CAP FLASHING: FIELD BREAK WITH 6" FACE. COLOR SHALL BE "KAFFEE" TO MATCH STUCCO BELOW. 12 DOOR AND FRAME: FIELD PAINT SHERWIN WILLIAMS "SOFTER TAN" SW6141. (REFER TO DOOR SCHEDULE.) 13 STOREFRONT: (REFER TO FLOOR PLAN FOR WINDOW TYPES.) 14 LINE OF FOUNDATION: (REFER TO FOUNDATION PLAN.) 15 STEEL BOLLARDS: (9) TYPICAL AT STOREFRONT (2) AT O.H. DOOR LOCATION. FIELD PAINT "O'REILLY GREEN". (REFER TO FOUNDATION PLAN.) 16 HOSE BIB: (REFER TO PLUMBING PLAN) 17 LIGHT FIXTURE: (REFER TO ELECTRICAL PLAN) 18 PRE FABRICATED METAL CANOPY: EQUAL TO ARCHITECTURAL SHADE PRODUCTS (770-590-1230 - CATHY BRADFIELD) 8" FASCIA, 6-0" PROJECTION AT NORTH, SOUTH AND EAST ELEVATIONS, 4'-0" PROJECTION AT WEST ELEVATION, FLAT METAL CANOPY WITH HANGER RODS (1 1/4" SCHEDULE 40 PIPE), FIELD PAINT HANGER ROD COLOR TO TO MATCH MATERIAL COLOR BEHIND (FIELD VERIFY EXACT LOCATION OF ROD BRACING WITH APPROVED SIGNAGE PLANS SUBMITTED UNDER A SEPARATE SUBMITTAL) . METAL DECKING - .065 EXTRUDED ALUMINUM IN 6" WIDE PANELS; MIL FINISH ALUMINUM TOP, EXPOSED BOTTOM SHALL BE POWDER COATED FINISH - GREEN TO MATCH STOREFRONT. PROVIDE TWO 3" DIAMETER ROUND DOWNSPOUTS TO EXTEND 3" BELOW CANOPY AT LOCATION SHOWN - GREEN TO MATCH STOREFRONT. PROVIDE 3RD PARTY ENGINEERED PLANS SEALED FOR THE STATE OF WASHINGTON. REFER TO WALL SECTIONS AND STRUCTURAL. 19 HVAC UNIT: APPROXIMATE LOCATION (REFER TO MECHANICAL PLAN FOR EXACT LOCATION) 20 MECHANICAL WALL PENETRATIONS: PROVIDE FRAMING, FLASHING, AND SEALANT AS REQUIRED. (REFER TO M.E.P. SHEETS) 21 ROOF PIPING VENT (BEYOND): REFER TO DETAIL 5/A3. 22 CONCRETE SPLASH BLOCK: INSTALL AT EACH DOWNSPOUT. FLUSH WEATHERPROOF. 23 MASONRY CONTROL / EXPANSION JOINT: (MATCH MASONRY) PROVIDE SEALANT OVER 1/2" DIAMETER FOAM BACKER ROD. (REFER TO STRUCTURAL SHEETS.) 24 STUCCO EXPANSION JOINT: REFER TO DETAIL 6/A3. 25 MANUFACTURED STONE VENEER (EL DORADO STONE) RUSTIC LEDGE "SAWTOOTH" INSTALL PER MANUFACTURERS RECOMMENDATIONS. REFER TO EXTERIOR FINISH SCHEDULE FOR MORE INFORMATION. 26 MANUFACTURED STONE VENEER SILL: EQUAL TO "SNAPPED EDGE WAINSCOT SILL" BY ELDORADO STONE. INSTALL PER MANUFACTURERS RECOMMENDATIONS. REFER TO EXTERIOR FINISH SCHEDULE FOR MORE INFORMATION. 27 6'-0" TALL SPLIT FACE BLOCK ENCLOSURE AND WOOD GATE WITH PRE -CAST CONCRETE CAP. BLOCK IS TO BE FIELD PAINTED SHERWIN WILLIAMS "SOFTER TAM' TO MATCH BLOCK COLOR ON BUILDING. REFER TO DETAIL 11/C3 AND STRUCTURAL FOR ADDITIONAL INFORMATION. 28 MASONRY WALL CONSTRUCTION: PAINT C.M.U. UNDER MANUFACTURED STONE VENEER TO MATCH MANUFACTURED STONE VENEER. 29 STEEL TRELLIS: PROVIDE AND INSTALL STEEL TRELLIS. REFER TO DETAIL 7/A3. PAINT " DARK BRONZE". L w� t W%co d� Lu am) / at um � `a e Le cm w O M � N N � %a %WIN 0o ao a Coll w d; as w w C~ w V � 0=4 C~ o 1�1 � � s w ix sit mee r �. eN a� ono e a� aC rn � 3'r H 1C h+ � .•. rA y D %mow Q a U Q 4 .Q r4: .Q _j Q 41 w Q A LLJ LL z of WW OoL W=aI"" ZO WLN 00Z co E) In 0�0 CM0v-� N (n 'I 1 COMM # 3377 1 DATE: 11-30-12 REVISION DATE: 6-19-13 11-26-13 A3 of 5 Y r N tin o �LL z w G � cry uj D 0 w U N 0 w cr FULL CUTOFF TYPE LUMINAIRE(S). REFER TO SITE UTILITIES PLAN FOR LOCATIONS AND IT ORIENTATIONS. REFER TO LIGHTING FIXTURE SCHEDULE FOR SPECIFICATIONS. POLE. CONCRETE BASE. 61 PARKING LOT LIGHTING NO SCALE #3 REBAR TIES AT 16" 0. C. #5 REBAR (TYP. OF 8). ELECTRICAL CONDUIT. ANCHOR BOLTS FURNISHED BY POLE MANUFACTURER. ** MATCH MANUFACTURER'S ANCHOR BOLT PATTERN PACK GROUT UNDER POLE TO PROVIDE FULL CONTACT WITH FOOTING. RADIUS EDGE. 3 - #3 TIES AT TOP. 1"OX36" HEADED ANCHOR BOLTS (GRADE F1554) WITH HARDENED STEEL WASHERS. WHEN DESIGN WIND SPEED EXCEEDS 10OMPH, GRADE F1554 (Fy=55ksi) BOLTS MUST BE USED. FINISH GRADE. (8)-#5 BARS VERT. (ARRANGED SYMMETRICALLY AROUND PERIMETER OF CONCRETE PIER). ELECTRICAL CONDUIT. 3/4"x10' GROUND ROD. 18" DIAMETER #3 REBAR TIES SPACED AT 16" O.C. CONCRETE ETA 4 POLE BASE D SU1 NO SCALE DETECTABLE PLASTIC WARNING TAPE VERIFY THE MINIMUM INSTALLATION DEPTH WITH THELOCAL AUTHORITIES. 6" 6" IL FINISHED GRADE SELECTED BACKFILL CLEAN GRAVEL UNDER PAVEMENT. 1/2" LIMESTONE GRAVEL PIPE PIPE '_INSTALLATION DETAIL SU1 NO SCALE TRENCH WIDTH AS REQUIRED. DETECTABLE WARNING TAPE. NOTES: 1. WHERE CROSSING OTHER UTILITIES, MAINTAIN 12" CLEARANCE. 2. TRENCH DEPTHS SHALL COMPLY WITH LOCAL ELECTRIC AND TELEPHONE UTILITY COMPANY CONSTRUCTION STANDARDS. - Ici .. n V V EXISTING FIRE - HYDRANT. EXISTING POWER POLE TO BE RELOCATED BY OTHERS. c� NEW UNDERGROUND PHONE SERVICE CONDUIT. ALL BENDS SHALL BE LONG SWEEP TYPE. CONTRACTOR SHALL CONTACT LISTED PHONE COMPANY CONTACT PERSON. MEET THEM ON CONDUIT • REFER TO TELEPHONE SERVICE REQUIREMENTS. INCLUDE ALL CONDUIT AND TRENCHING IN BID. EXISTING TELEPHONE PEDESTAL. EXISTING POWER POLE TO - BE RELOCATED BY OTHERS. s w H,GN��Y ;. ,G 60G P PG,F 3� 8" WATER W NEW 1 IRRIGATION SERVICE AND METER BY UTILf,,Y•\ NEW PIT AND DOJUBLECHE£K;� BACKFLPN-PRErENT—EF�-(&F-.P- - BY CONTRACTOR. 9,-6, GAS METER ANDERVICE Blf�� " --- - NATURAL S17PPLIER. F -�---- "SZ, (32 r— - <-�- _ 77� EIRE-DEPARTMENT c� CONNECTION. 2 UTILITY COMPANY CONTACTS WATER: LAKEHAVEN UTILITY DISTRICT, JOHN JENSEN (253) 946-5406 SEWER: LAKEHAVEN UTILITY DISTRICT, JOHN JENSEN (253) 946-5406 GAS: PUGET SOUND ENERGY, AMBER POTTER (253) 671-6018 ELECTRIC: PUGET SOUND ENERGY, AMBER POTTER (253) 671-6018 TELEPHONE: QWEST, BRIAN DEICHL (253) 597-4084 GRAVEL CROSSING NOTEN WHERE NEW UTILITY SERVICES ARE ROUTED UNDER EXISTING GRAVEL AREAS, ALL EXISTING GRAVEL SHALL BE REMOVED IN THE FOLLOWING STEPS: 1) REMOVAL & TRENCHING 2) INSTALLATION OF UTILITY 3) BACKFILL & COMPACTION 4) INSTALLATION OF NEW GRAVEL THAT MATCHES THE EXISTING SURROUNDINGS IN BOTH MATERIAL AND ELEVATION. CONTRACTOR SHALL COORDINATE, OBTAIN & PAY FOR ALL REQUIRED PERMITS & LICENSES TO PERFORM THIS WORK & SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL. a NEW (SYMBOLS APPLY ONLY UTILITIES WHEN USED ON DRAWINGS) WS WATER SERVICE FIRE SERVICE F E—+- SAN SANITARY SEWER UGE U/G ELECTRIC _ UGT U/G PHONE T U/G PHONE (BY PHONE CO.) OHE OVERHEAD ELECTRIC OHT OVERHEAD PHONE CONNECTING TO EXISTING ® SAW CUT ® BORE P.O.C. = POINT OF CONNECTION BETWEEN SITE PIPING (SPEC 33 00 00) AND BUILDING PIPING (SPEC 22 00 00, 21 13 13). AS NECESSARY - SPEC 22 00 00 DENOTES LANDSCAPE IRRIGATION.. NEW DOMESTIC ! -----J ATFR SE8" DI W NEW 6" FIRE SERVICE _Y_ ' NEW 1" DOMESTIC WATER ` SERVICE AND 0.75" WATER 3 METER BY UTILITY. j► \ __ _ - ` QUBLFeH€etc=r��TEc�r� s_ { SEMBLY-(DCDAj'IN VAULT. P1 m POST INDICATO.R-VAL-VE CONTRACTOR SHALL PROVIDE CONDUIT, r- 0 POST 1 INDICATOR VALVE, TO ALLOW FOR FUTUE E FIRE ALARM 0•75", - — <SYSTEM MONITORING OF P.I.V. STUB CONDUIT UP INTO 1 -------- • WS F P 0 BUILDING, WITHIN PARTS AREA "B". INVERT ELEVATION: 286.5. ' (ASSUMED). FEMME//i p C.0.1. � - 4" 5 3. C. -----NEW SANITARY SEW SERVICE. , O'Reilly Auto Parts I I SQ. FT. = 7,630 I j FLOOR ELEVATION: 289.00' NEW UNDERGROUND ELECTRIC SERVICE. REFER TO ELECTRIC SERVICE DIAGRAM FOR REQUIREMENTS. PRIOR TO INSTALLATION, tORWCTOR SHALL COORDINATE WITH ' gnaw COMPANY, TO CONFIRM ROUTE AND REQUIREMENTS. — ELECTRICAL CONTRACTOR SHALL STUB UP 1" CONDUIT, 12" ABOVE FINISH GRADE, -AND- Z TIE 4'-0" OF EXCESS WIRE TO THE CONDUIT. ELECTRICAL I CONTRACTOR WILL AKE-THEFINAL i NSIDEEP LE. SGNCAL C ONS I CON I I s FURNISHED AND INSTALLED BY 1 ( SIGN CONTRACTOR. 4 1 C.0.1• - - - - - - - - - - - - - - - - - - - - CONNECT--NEW-SEW1=R SERVICE 4"-T_ //�-- _--TO-STING SEWER MAIN.' FIELD NEW STORMWATER PIPING AND v -- VERIFY LOCATION AND INVERT O CIVIL -PLANS. PRIOR TO TRENCHING. INVERT: STRUCTURES, REFER T 284.80' HIGHEST (ASSUMED). EXISTING 6" olyc SEWER LATERAL. ISTIN SEWER MANHOLE. ' } RIM ELE\INVERT: 2268.23' \- 34720 PACIFIC HIGHWAYS. SEE SHEET CC1 FOR REMAINDER OF PROPERTY 1 SITE UT $Vi) SCALE, 1"-20' ILITIES PLAN NORTH CONSTR. NORTH r' ' ' C.O. ♦`00 00 20 0 20 40 60 7111 GRAPHIC SCALE - FEET ONE CAL/ OJ BEFORE ua �' O i v00i N C 0 o U� yo0�,o � w q 0 a d a y W �zz v o 660 0 zaNwa� � N NOTES, O NEW FIRE SERVICE, SIZE BY HYDRAULIC DESIGN O2 PULL THRU VENSTAR SURVEYOR/LIGHTING CONTROL PANEL. SEE SHEET VS1 AND VENSTAR SCOPE OF WORK. BRANCH CIRCUIT & FEEDER SCHEDULE O1 2 - #8 AND 1 - #8 GROUND IN 0.75" CONDUIT. O 3 - #10 AND 1 - #10 GROUND IN 1" CONDUIT. GENERAL NOTES 1. BRANCH CIRCUIT CONDUCTOR SIZES ARE INCREASED, TO ALLOW FOR VOLTAGE DROP. 2. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES, USING UTILITY COMPANY CONTACT INFORMATION GIVEN. COORDINATE FOR ALL UTILTY WORK SHOWN. GIVE UTILITY COMPANIES NOTICE OF CONSTRUCTION START DATE AND ESTIMATED COMPLETION DATE. 3. GENERAL CONTRACTOR SHALL CONFIRM THAT LIGHT POLES, LANDSCAPING AND UTILITIES DO NOT CONFLICT WITH SIGN LOCATION SHOWN. IF ANY POTENTIAL CONFLICT IS DISCOVERED, GENERAL CONTRACTOR SHALL CONTACT THE O'REILLY PROJECT ADMINISTRATOR BEFORE PROCEEDING. TELEPHONE SERVICE REOUIREMENTSs SPECIAL NOTE: NEW SERVICE TO BUILDING SHALL BE AN UNDERGROUND SERVICE. CONTRACTOR SHALL SCHEDULE INSTALLATION OF U/G TELEPHONE SERVICE CONDUIT WITH OWNER. CONTACT (417)874-7288. - SCHEDULE 40 PVC CONDUIT WITH RIGID GALVANIZED STEEL LONG SWEEP BENDS 0 18"-24" DEPTH FOR PHONE SERVICE. PROVIDE MINIMUM 1/4" POLYPROPYLENE PULL LINE. PLACE CONDUIT A MINIMUM OF 17' FROM U/G ELECTRICAL CONDUITS IN SAME TRENCH. CAP CONDUIT AT PROPERTY LINE BELOW FINISHED GRADE AND INSTALL CABLE MARKER FOR PHONE COMPANY, IF NECESSARY. OTHERWISE, CONTINUE PHONE SERVICE CONDUIT TO A POLE AND INSTALL RIGID GALVANIZED STEEL CONDUIT TO A MINIMUM 10' ABOVE FINISH GRADE, ATTACHED TO POLE. CONTRACTOR SHALL COORDINATE INSTALLATION AND VERIFY REQUIREMENTS WITH PHONE COMPANY, PLUS INCLUDE ALL FEES (IF ANY) BY PHONE COMPANY FOR INSTALLATION OF NO LESS THAN IQ PAIR CABLE, IN MENTIONED CONDUIT, TO CONTRACTOR INSTALLED 4'x8'x3/4" BACKBOARD WITHIN BUILDING. CONTRACTOR SHALL PROVIDE #6 AWG CU. GROUND TO TELEPHONE EQUIPMENT LOCATION, FROM ELECTRICAL GROUNDING ELECTRODE SYSTEM. FINAL CONNECTIONS AND INSIDE PHONE WIRING BY OWNER. SAWCUT NOTE WHERE NEW UTILITY SERVICES ARE ROUTED UNDER EXISTING PAVED AREAS, ALL EXISTING PAVING SHALL BE REMOVED IN THE FOLLOWING STEPS: 1) SAWCUTTING PAVING. 2) REMOVAL AND TRENCHING. 3) INSTALLATION OF UTILITY. 4) BACKFILL AND COMPACTION 5) INSTALLATION OF NEW PAVING THAT MATCHES THE EXISTING SURROUNDING PAVING IN BOTH MATERIAL AND ELEVATION. CONTRACTOR SHALL COORDINATE, OBTAIN AND PAY FOR ALL REQUIRED PERMITS AND LICENSES TO PERFORM THIS WORK AND SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL WHILE PERFORMING SAWCUTTING OPERATIONS AS NECESSARY. CONTRACTOR CAUTIONI! VERIFY SEWER LINE ELEVATION BEFORE STARTING ANY BUILDING PAD GRADING AND PLUMBING WORK THE CONTRACTOR SHALL FIELD VERIFY LOCATION, MATERIAL, CONDITION, ACCESSIBILITY (INCLUDING STATE HIGHWAY OR OTHER RIGHTS -OF -WAY) AND WORKABLE FLOW LINE ELEVATION OF THE EXISTING SANITARY SEWER SERVICE LINE OR MAIN. IF A WORKABLE FLOW LINE HAS NOT BEEN ESTABLISHED AT THE TIME OF FINAL SANITARY SEWER SERVICE CONNECTION. THEN THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXPENSES ASSOCIATED WITH THE INSTALLATION OF A NEW GRINDER PUMP SYSTEM TO MEET OWNER AND LOCAL REQUIREMENTS. EXISTING CONDITIONS NOTES$ 1. EXISTING INSTALLATIONS (SUCH AS WATER MAINS/LINES, GAS MAINS/LINES, SEWER MAINS/LINES, TELEPHONE LINES, POWER LINES, AND UTILITY STRUCTURES IN THE VICINITY OF THE WORK TO BE DONE) ARE INDICATED ON THE DRAWINGS ONLY TO THE EXTENT THAT SUCH INFORMATION HAS BEEN MADE AVAILABLE TO OR DISCOVERED BY THE ENGINEER IN PREPARING THE DRAWINGS. THERE IS NO GUARANTEE AS TO THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION, AND ALL RESPONSIBILITY FOR THE ACCURACY AND COMPLETENESS THEREOF IS EXPRESSLY DISCLAIMED. 2. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR LOCATING ALL EXISTING INSTALLATIONS. 11 COMM # 3387 i DATE: 11-30-12 REVISION DATE: 5-16-13 6-19-13 7-31-13 8-26-13 12-4-13 Sul 0f 1 W 0- o " Ld w " " PIZI IZ� gl AJj s I yi IE' ' I I 1 I I WATER FA ILITY ESMNT NO. 2008 228000018--'-- co cf) G C� o e VaS71NG BUILDING 1 STORY�FRAME ENT r CONC. CONC. WALK CONC. VERT CURB , , , , , 1 p��0 FAR OERGR LOT A, CITY OF FEDERAL WAY C S�pR� gP�� 5�11 BOUNDARY LINE ADJUSTMENT ' 99-0005, R f o VOL. 140, PGS. 243-24,7WN REC �.'200010099 0005 igPNNE --_ z o 3PN� PSP�P 1 � ti _ K`NG O ASPHALT DRIVE P PR O TO BANNER' o W PSPNP� �o f---- ----------- WALK I, / C _ CONC. s3s7z'�s' CURB CUT 8>, v DI — --—+----`—--2.92" CURB T `--` CB i CU,---_,-----` CB ASPHALT DRIVEWAY ONO�� , Sim' S70'24'59'E 258.E8' ®' �� ®' amImm I Bes E LOT LINCB _ am , mm � ' owE DRIVEWAY LEA ` "'•'• \ low CONC. VERT. CUR13 , ' K_ 2� - -; .•.- ;':,. .. �. -- o G 2 ZS + + + + + + + ,pCDNC WALo r -,i .: ...� :::.;:�;:•:. ''..''•:'!( r;:(`.•f: :~:•:'i:: �4 .':: #++ #ii �` +i ++i+i+++a+ M U• /`-' + +# + +' -A TM 2 1 Q + • \ 4'4 \ -L Q \ Q ++'+.q +' + h \ a %� TM M--sl +-r_... ~ ,,, Q G CJ� 5 a � O Z ?i 3' , of ��.4 'i: ..,x':,,.,;�y '' , .;•:: '# +'to.+ + \\ \++i �� •,. O t!� Z O �1 - cJ1 -c\ is Ln ,.:.a,`':.. + i + wa 4 +{. "`r Z O O —1 �� 3 ' 3 + 4 Z O W Z c>, "r k .� rf :.1+ +1 + + + + + + + +` t 1 3 �` / + + +•(F;' 11> Cp Z� + r + • � en��u,,��.t .� '.:��,-K� �� .�; `'� ., � :`,:i;:� �, i } # a+.+++++#++# i+ 14 1'+'\ . 3 ! i + +r ��:,.• •' ' �Jl O �� Z � p z w ,.,•,.j ". aN• y..;'a ' +.. '�..;, a `rs'$a`'=• '€_- :.:: j• 1+ a + J1, t• ti :,:` _ —A o }::i 1 h++G+++a+a+++a+r+,+a*++' r+++f.++++ ii y C9 �% +'+ + + +'+ i + ♦' #:` ``,�, Q n I + # # a # , +, +S + + # + + •+ + + a + Q ., �•� _o .lP O N� CS\ �' ^i a,�" .. "•; s,�, :,. Y a r,r• Y� . z t a + r t + , ' + V .�` $r"�`... "�`'r.•afi w��"i�,,3;: - -, . '::;::: C•'• * �7++�+ ++++a+a+++ +t a` + / tl 1•.µ++#+#+ +++ a.' ` 0 illy Auto Pans 1 :. cI. 91 o �`*��:e�• y �s �R� _ i� + #+` 5 + ♦ # 4 4 4 '+ �� i + 'Cvj3'Yi -tIR y ,r.,' ,F _ ..:.;... r•w,t 4 + + + i4 i` +1 + ."` i•.,Y:�: r.,.na� 9..�/ '.a - ••1:::.: .•'•:.;,., 11-, + �ai+v $PIP.. ,-..aye` -y- YE 3 ,x: y�`"F, .s*S-4*sz.. 186 W X -4 :� ?' - V ,.> .b a .'' z:,.,,a ,,,: 'ax"S c.. ..;1-i• `, +' +' + t' + 9+ �• + ♦ / Y + + i + + + '\ Sn" O �� G ' fi? x z n i + �' `'+ 8 + ♦1 � +1, }+ ++♦'♦`t,�'+ -} t'�♦ ``'\ O + + R qR ELEVATION: 289.00 F.F E. ON qI +i f G5 , + �' ,' ' ; 4 i + + # + ' '''t� trs�►' V "' ° 1�—._.rr--- ---- mot'+`. UCCEEDING SHEETS TO BE 900 00') ; ; ;' ' �' +' + I. S+ 3 N I. + +'i a' i ' bn,.f`».`._:a;. 3.�. .. sa .`z x..''". ,� ",r 2 ••;::i:.;rti +'t , ,'+ al' ♦ + +++'+++++ , t.' ek, i .�,'�+•' ��'��,�.`S' � - na '��..?� .a...-�.��+,Z�o- ,�s-.R � �' ,;�i"a �: • ' I I a. , � '•:7• ,..; ; + + i 2 , + + + ' + ♦ +' ♦7+, � '�, l� I. I. + r �- ,' t +', i +++ a.� ,v.s 3• x•.v y T t .s •:t 1+++'a++i+,+,i * I. i\ I. I. •� +++ + ..:+ + \ ory ...>:,:,#aSsv�.z.,' .,';Ps. ,,•ra,�>�..�R„ .' { - i a! + + + + /+ + ZONE COMMERCIAL ENTERPRISE OWNER: KC INVESTMENTS LLC 34600 PACIFIC HIGHWAY S. T.L. NO. 202104-9064 OSDMH I i 6 00 , too ��g0 \ ®S�g 00 00 0 ,® ®h� hk p@ o \ C�� _ '. �L1 _ 'ap ° N) P5E S e, Sp;t,N iRp� N 0/-. GPS �PNpN� b PER LL'L' OF �G�0S i LLL.�L.L'b 0P OZ-I(`� �•�'�.d d �_ L L L L. L L. L' L' L� L NG �! P�K PPPRO' R- , 0�� N,yO. 9 Sp�,N GRZ GARB `�P5�1J� � L PSP� 1g�2 o N0 E��p2 N (GoN _00�0 5 r -AMEN PE�PSoMES,��g� PGG `� PR �5A PLANT SCHEDULE ® � PSE E"� DECit \0 E p? 1�PEER 2� ool 6 2 1 p0 ----- ss p16 H P ' \ ? 0 0 2t? 40 00 17 \ GR1wH16 SCALE — FEEi" 1 LANDSCAPE PLAN ` L1 SCALE: 1" = 20W CONST. N N ■ a $ od m L N C E'- L �mE2 s� F1 a=0 1Li yN� vNm6�°•'r? wm L o� SwE3c�� °.rc9 as •••• i 1 r B eckon :7;;= i s Jon Fritz CERTIFICATE NO. 1075 w � • TYPE III - VISUAL BUFFER REQUIREMENTS: 5--0" VqIDE LANDSCAPE BUFFER ABUTTING PUBLIC,RIGHTS--OF-WAYLAOLINES AND ACCESS EASEMENTS PARKING LOT LANDSCAPING:. 20 SF PER PARKING STALL 5F O ) 58 20 X 2q_ ( REQUIRED: 5@O SF PROVIDED: 1101.21 5F TOTAL LANDSCAPE AREA PROVIDE= 10,533.1G 5F 5HRUB AREA= 6,062.02 5F (56%) TURF AREA= 4,111.11 5F (44%) TREE UNIT CREDITS: 20 TREE UNITS REQUIRED 20 TREE UNITS PROVIDED LANDSCAPE LEGEND PLANTS TO BE INSTALLED EDGING, SEE DETAIL GUT EDGE AS DETAILED s� ®I .ww I JIM smai PROPERTY LINE (VERIFY) 10 QUANTITY �B - PLANT IDENTIFICATION KEY + + + + + FESCUE TURF 50D (OR + + + + + + + A\PPROVED EQUAL.) OVER + + + + + + + ' ' " ' + APPROVED TOP501L AS + + ' + ' SPECIFIED ++++++ RIVER ROCK (1-2" DIA) OVER DEt^IITT PRO 5 WEED FA BRIG AND TOPSOIL AS SPECIFIED PROPOSED NEW BUILDING CALLOUT LEGEND 1 TRA5H t:N(.,LU=UK = 2 M NUMENT 51 N 4 Q CHAIN LINK FENGE, PER DETAIL L3, SHEET G3, COORDINATE AS REQUIRED. -LANDSCAPE PLAN APPROVAL Pemdt Nu nbw p6 Amwoved'Bv: f -i r.�pma • • RESUBMITTED AUG 0 5 2013 CITY OF FEDERAL WAY CDS 0 OMrw.°, ao 00 'a; I, � ^ i,^ H � U V c o . alt tom+ 00 CJ �O c o � ea VfJ1 cm hw G002 H az °- U Q o NLLJ O � � Z M = N O 00 L0 Z s ' L11 U) er >rc : = LLI CO i— L N { CD Z ` . 00 i :.4 Ma•T_ N U) mot' DATE: 11-30-12 REVISION DATE: 5-16-13_ A6-19-13 A7-18-13 _A 7-31-13 Ll of 5 +x i EN�SRPR'S5 coo 00S EN15 P� S ZONE vEs�M N\GN gp6a y- ` PPGiF\o2104- EXISTING BUILDING 3A 00' 2 (BANK) STORY WOOD FRAME NO BASEMENT co CONC. WALK CONC. VERT. CURB \ Po p005, 005 ERP� 99� p9g00 p�'ti4 A P R i OF F MEND NOZppp1 p' � P G1� Pp J�SREG NO • � R� E Np P 2�3 0ei i 500 A p' PK�NGfi ASPHALT DRNE \JO\-- ! P ` TO BANNER op- CONC. WALK cvR6 CUT >, , 3 °12'46 "W 292�_<....__ �._.._..< '5. 0 4 9 „E 2 5 Q 1 ,� , 1 S 70 (� _..� ASPHAL T DRNEWA DRKVAY now low mom S 2 K 3 2 TM CONC. VERT. CURB O 2 GS TM GS M 2 :\ Q o TM GS +++++ + +T t t G + + + + + + + + + + ♦ T O Z + + + + + ♦ + + t GONG co WALK o 77".� + + r + +Ij :: +++ 3 ++++ + + + a + + Nye o + + + + + + + + ♦ r + + + + + + T ++ + _ TM + t \ L + + + + ' + Q G �1' + + + + + # 4 i i + ♦ ♦ �f >3 1++ +#+++++ _o N + v x :QA + r t + + CD , N + + N + + ++ + ++++++++++++++4 .:' + + + + . + + t + + + + t + + « �{ .w-.RMr•t•+s + + + .,�� (.T O O c9 s a .:„v,3.....,.,..j.::..r + + + + ♦ + + + + + + + + + « + + + + + + +�Y: + r ;tg ZO �� t0..00 r:: + + + + + + + +: + + + + f + + + + + + + + + + + O m _.. 0`Reill Auto Parts :r+++T++f r+T++++ r+++ r++++` u, .� w..•,.a 1 N r n + + + r ♦ + + + AG + + + + + + + _� �Z O O t+ + + + + + + + + + + + + + 6 + + ENTRANCE :;SQ. FT =1,630 } + f r + , + t + + + + + + ' �... .. ..;. -. :•.,.,..; ifs DOOR :FLOOR ELEVATION: +'++ + + + '+ + + + + + + + + + + (� + + + + + + + + + + + + SUCCEEDING SI (EFTS TO BE 100 00 f k, ; . ` + + S + . + + + . + + + . # + # + . ++ ++++ `�+✓.•'-.'i.;, C;, ",., ..: .....__- .. ... ".'.. " .d '.:Jr?".4'i::{ + .+++ +++♦it.t♦++ ,+++++++++++++++ +t t_ +++ +++ + 00; g,, 00 .' ( too �a � A I\7'P FF 1 LANDSCAPE PLAN i t OGP{\0G4�:>t GONSiGN} R0, ', G9, , 9 , � '� CURB ,S• �.5 : 5 r• pz- - K ' ` > 3 ORAPhIG SCALE - FEET CONST. N N I tR� 55, ` \kt 1 PLANT SCHEDULE 8 o Iv �E Z— uoi� M�o.ccQ-8 pcn' m�c Ul U N cb ID il. C O U a �6 ao W m C N = C m t' G `g�E'Sc7`� �m C0 a LL `: Jon Fritz Breckon ERWICA1E NO. 1075 PROJECT CALCULATIONS TYPE IIi - VISUAL BUFFER REQUIREMENT5: 5'-0" WIDE LANDSCAPE BUFFER ALONG ALL PROPERTY LINES ABUTTING PUBLIC, RIGHTS -OF -WAY AND AGGE55 EASEMENTS PARKING LOT LANDSCAPING: 20 5F PER PARKING STALL (20 X 2a= 580 5F) REQUIREDI 550 5F PROVIDED. 528.25 SF TOTAL LANDSCAPE AREA PROVIDE= 14,0601.10 5P SHRUB AREA= 4215.25 5F (50%) TURF AREA= 9853.8T 5F 00%) LANDSCAPE LEGEND PLANTS TO BE INSTALLED r EDGING, SEE DETAIL — — — — — — — — — — GUT EDGE A5 DETAILED 1 PROPERTY LINE (VERIFY) 10 QUANTITY .1B PLANT IDENTIFICATION KEY + + + + + + FE5GUE TURF 50D (OR + + . + + + + + + APPROVED EQUAL) OVER + + + + + APPROVED TOP501L A5 ++++ + + + . + 5PEGIFIED RIVER ROCK (1-2" DIA) OVER DEWITT PRO 5 WEED FABRIC, AND TOP501L AS SPECIFIED PROPOSED NEW BUILDING CALLOUT LEGEND TRASH ENGL05URE 2 MONUMENT 516N QTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES DECIDUOUS SHADE TREES 3 iAR Acer Rubrum Red Maple 1.5" GAL. I PG Pyrus calleryana Flowering Gallery pear 1.5" GAL. CONIFEROUS TREES 3 AG (Abies grandis Grand Fir 3 5E 5egvoladendron giganteum Glant Sequoia i 6'-"f' 5$5 SHRUBS/PERENNIALS/ORNAMENTAL GRASSES 24 BG Buxur, Hybrid 'Green Velvet' Green Velvet Boxwood 1 #5 14 05 Gornur, 5ercla 'Isanti' Isanti Dogwood #5 15 GT Gotonea5ter dammerl 'Elcholz' Elcholz Gotonea5ter #2 22 H5 Hermerocallis Stella d'Oro' Stella d'Oro Dayillly #1 25 MA Mahonia aquifolium 'compacta' Compact Oregon grape #1 16 1 TM Taxus x Media 'Sentinalis' Columnar Yew #5 Cie = Zp-�tr�ee uv�%-�s �rx caPP QlcnS N tee N N � 00 0o y tV r: a � � y VI a� H V cc pled V Coe Cc [ter 0 O um � � C� .�r H >O to cm >n v Nk o CL �w Icc Q)_ � o o Q V L``L+- CL N LLj O � 4. M N O co to c0 O 0 W W !A d e anti y =WO I. L1. N � 0 ' N CO N (/) qt COMM # 3377� DATE: 11-30-12 REVISION DATE: 5-16-13 SCALE: In = W-01" Ll of 5 CL=� u z u_ r1) C!J u+ a F- W �IQ CL 'o V N GONG, S ) a SID N 2gg.2Q �1 GONG, RS `� 134 3 U � {1� CON i , �i i bi i P i a r i WATER FA ILITY ESMNT NO. 2008 228000018 a .�* � Ia r co co CB rL Lu T 1 + `' LU A®1 � ZONE COMMERCIAL. ENTERPRISE OWNER: EXISTING BUILDING KC 34600IiPACiF.CENTS LLC fI1GHW Y S. (BANK) 1 STORY WOOD FRAME T.L. NO. 202104--906 4 No BASEMENT �I \ CONC. SDMH CONC. WALK CONC. VERT. CURES i - �QtiIN©� �UIR .. � �L��, �P•��R i It LO A, CITY OF FEDERA1. WAY BOUNDARY LING: ADJUS7?vfENT 1 G 99--0005, FO VOL. 140, PGS. 43-2`. ,N (� .?.Oc}X)10099 0005 I N �NI,J t p Q I r� �> PPR� ASPHALT DRIVE TO BANNER BAN I ASP v�,- is -- WALK - t CONC. __.__ - -- -- r33 °12'46 "w I - --________- — - -~- CURB CUT 8„ _ � W ,� G0 Zo CB ASPHALT DRIVEWAY �' CB � C7n°?z,'.SP"E 258.68 , a ♦1 A6U4 i 1 ,f� - \'i/ d� G N Psc ♦ , 0/ 6 SS& 6n+ ! s� °ter'oLANDSCAPE PLAN r SCALE: 1 u = 20'-0" G. O r r� `�, WALK ZG r -c j �y'53© --J y -� •� Cn 1 p Q �G O 3 OZ �G� N �paZ O p c� Ln tY O 'moo G Z� Q GZN p A CrZ OZr Q Z U' o Opp \ , -yam v s, y' , O CX O ` ,moo \ , o GiF` pri 05 0\ 0�5 ) AGE 1Q2 ` r'd.. L L' L Lbo G VVP ROB• pR NQ. \ GQN g A SPQREN� Sp."" -SEER ,ti �R1 GUR CSASS � ,._-- Qg5 •� ASPS �P�a � $'2, -_�' SAOS��O 1 1 ON _,,..- 0Q1 o N N �G A061g r ..EMSN� PSSASSM1��N1Q37 GSSS R� SS36 & 77Q2 32 rG AN1j 2151Q T &RAPH16 sl;ILE -- fEET • PLANT SCHEDULE QTY.I I DECID 2 Z. ter: E h tff 8 j E 3y =, wm E3 ;r oho ��gow3 a m ac mac,-' m c' � v� m �i�� rsiL �W 1113 Fritz BCQCkon ,ATE NO. 1075 TYPE III - VISUAL BUFFER REGUIREMENT5: 5`-0" WIDE LANDSCAPE BUFFER ALONG ALL PROPERTY LINES .BUTTING PUBLIC RIC7HTS--OF-WAY AND ACGE55 EASEMENTS PARKING LOT LAND5�APIN6: 20 5F PER PARKING STALL (20 X 2LI= 550 5F) REOUIRED: 560 5F PROVIDED: 110"F. a7 5F TOTAL LAND5<�APE AREA. I✓RCVIDE= 10035.1cl Sr SFIRUB AREA= 6,06-2.0:2 5F (5696) rURF AREA= 4,1-11.?-1 SF ,144%) 'eTZEE UNIT CREDITS. 20 TREE U'NIT5 RI GUIRED 20 TREE UN1 7 5 PROVIDED a•AN BE IN57,Ai-L-7�1 PC rA)T' ED&E AS I3ETiiLIW":P anum l aw= PROPERTY LIME "VERIFY') I0 WANTITY -----PLANT IDENTIFICATION t:EY } } } + + FE5GUE TURF 50D (OR +'+}++r}+'+}+}+ APPROVED EQUAL, OVER + ' + + + } + + } APPROVED TOPSOIL AS ++ '4. + + + + ' SPECIFIED — RIVER ROCK (1-2" VIA; OVER. DEN 7 PRO 5 WEED FABRIC AND TOF1501L A5 5PEGIFIED PROPOSED NEW BUILDIN6 %;ALLOUT LEGEND Zb i ram_ tz7 7 CI`U.JLL/=M11L:. MONUMENT 516N �Zew'�l Ucape ptatmu�tc reqat ftyp "US BMIrreo JUL O Il 20q cn",0F � WAY rh rat 16w ors PC GOPJ met mmm X Gel W a� 'QA Ott 0'.CL %f Qj .. C_) COMM # 3377 DAI`E: l l • 30-12 REVISION DATE: 5-16-13 A�•.0-13 Ll of 5 �8¢ �3 N � J oc I W �i- �Q NWa � O U W � Z N ? p ZONE COMMERCIAL ENTERPRISE LOT A, CITY OF FEDERAL WAY _ -GIN OWNER. t `" OWNER. BOUNDARY UNE ADJUSTMENT NQ; 99 0005g 1 r F EXISINVESTMENTS LLC VOL. 140, PGS. 24:3—.243%�, RE �40: 2000100990, 0005 TINGf�"G i�UrLDr,vC SANft} 34600 PACIFIC HiGHWAY S. �,, _ iK PSG>>>at y j`f li ! f sToRr WOOD FRAME 7:1_. N0. 202104---9064 — — __ 2 • i E�` ' � _—_i ! � � ! 1 � � NO 8A SEIv1ENT - - - __ --- I q . SDMH ASPHALT DRIVE I / = { / `r` f (� (' - P F\L� -� J 1i r0 BAiNNER. SAfJK 1 (rr/ L/ _-i - j--�,�. — -_ __ 29_�:✓ 1. 2gp_ _ - _ --- _i LV ram--- / -- -- -- f -- CONC. " 1�, �- _.. { / { I r WALK _ - _ - - - -------- CURE? ��, _S30124E JV rarvc. ' tJRf3 �- 2901 2 �2 { t� { /�Rr. l 8„ D' --� G`29C _ _ - --- -` v� 8.�8� ASPPHALT DRIVEWAY WATER FACILITY ESMNT I -- - 13 S70°2 59 E 25 , { NO. ZOOS 22a000al8 _ �__-� .�- ____ .,„'.` -- - - u----_ EX.S�HALT DRIVEWAY LEA E LOT LINE ,.,... q..� • / C�P' arm mwoom ` t { 62.00' / mom,,.. ,....../ t ' - - - - - - - -- { f 50.00' L; - 4 / ' 5' SETBACK -2 0- -. + -- -- - ----= 29 O,�G VERi_UR6 ____ __ ---- -28 l c� J. g v O I \ \ \ 410-f-0 / cf) t f v�i , y� co ......... /!- t �•' t' AC l_1 ` T 2$$ ' / \ / CGN a\' yA�K NOcr- i W O i t t7co O N o I i\ Z� I i :.. 0 Reilly Auto Parts / - -- - - -- - - -&7 '�_ :. ; .._� ` ��' Q X 86,,,.// Z ENTRANCE �SQ. FT. = 7,630 / :.:.. �/ z / 1 I V /DOOR /FLOOR ELEVATION: 289.00`(F.F.E. ON gg SUCCEEDING SHEETS TO BE 160.60) LLI I � i - 1 ' �t•�.--� . .. ... , . .. .. .. / l 6,_._/ i /�/{ j �. a -_ __ - L'.___.. 'v 2 6� �- n } r- c t Nol I I i C) A1. 77- / i , . OW { \ Ef Ift S N y _ .... / EGRESS / DEALER/ TRASH i I i 50.00' \ / 50.00 1 E M N . , 1 {; �/ / /DOOR / / �OOR PAD ` ( / \ ✓. �. / , � N N co 41 1 +0 t t I tj ' RELOC TE PO ER POL P - -- _ Q a i cps 7 .� '' /• :. .� ' . i BY TILiTY ClMPAN (. t o REF R TO S EET "� 1 w\ FORDETAIL CB d .287 CB z 1� /.. ... .. \ / i n.•> U. ,.. J t >> f u rr 2 a 1 ... .. ..... .. i —57 co 0 --- . S6 T10'3, "E 50. C I - .� .. .....—. - .... { S I , 1 r f } x . . i r'E�R'(O PROJECT ........ .. t .. �,,� `�, - ✓ \ (W'J cP t <. w _ , .=-- ... .CON.STRU.CTION.P.LANS,FOR, j �'� SPECIFIC .......... ..... '/ 28 Ll -27 3',.<..._..�._ 285' ,c tis;4_ + �' r � �! .`a,, -if i,K � $% � � ,2� �9i / / - ` aIr �y ---285 ---—-------- — �� I � \ / �{ W `— •>:34— _ _ —28`� f �I \ N 11�5' PPA EMENT }{ i - Q { \ } �• f ;}'� ''` _ %�Qj�' \ (i _may(/ ",�; ' S• ' �t c.� .� - i _ �` STAI D, RPER IB { i TY i + , C� , �` , ��` C' \ .iii_-;r,_ a I I< i -S _i i-' / �. -,, �1 't ")t { i f F 1 ZONE COMMERCIAL ENTERPRISE�` , 1�� `I ti L+r` p+// - AJ 7 OWNER: ' I {US PROPERTY LINE AFTER KC lbtVES7MEN � j � f ��` ,` �, C;T. . _34-720 PACIFIC HIG WA C� f V J ' �P'y a .� - p - . P / r \ Fr 2 / Lt / 2 r g ,t3` DEDICATION — , • �,P C ,, \\ +� �278— / GP�i p F 2' __..__ •_ _ i% _285' T.L. NO. 202104- A ;- , _ _ ,- % G }. { v , — .' —`- a• , �R S Eft � Sr- LOT C, CITY OF FEDERAL WAY EXI TiNG EDGE ( N _ ,Y , �y' ' , ,1rcR t UNDARY LIME ADJUSTMENT NO. 99-00 C z E , ``, HAL �) = /E.11 412+0 o I OF ROKD I a..� Z g 05, ' 0 �%� ° `` y Cs1 , ' RSP �S 8�2 -- - VOL. 140, Pam.-243-2438, REC. NO. 20001009900005 pp��6� , 5g 1 o-0 , 336 LF OF NEW 8' - SIDEWALK MATCH J 281 `., �EXIS ING a -'% 32 �,- EXIST GRADES —�—*FR PERTY -INE f <5%RUNNING SLOPE z { <2% CROSS SLOPE NEW EDGE OF ROAD 336 _ _ 281— OF-5' RO3D WIDENiNG — r ;l ��`" 'V�1 \ MATCH EXIST GRADES may. cp 1 \ -T2, 12' � — ' . 8 z 14 3- - �' 11 �'�4 I000 Y s' ) g8' 00 Jg w 1 X ♦ 5 -_ a REFER TO DETAIL 2/CC1 FOR d TYPiGAL CITY STANDARD aI a_{ - ' � Dc� v ONE CA _ Q a � ► SYJi z cf)W W 4° t ' { � Q 1 r1 Q F „s �I s I AL>✓ B EF'��" !(+1 SCALE: 1" = 20'-0" Elm !:ice. - 1 - r:a CITY'S INSPECTION PHONE NUMBER 253-835-2700 CA J i f (J 1 ,,�r�- f� r • ,? I � 4„ii ' Vl CINITY MAP j j ! I 1 , ! ' C Ul Il 1 i IUJ z I EL' 0 r` � i 0x''{ ! a I rJ:C*,)LU ' { � Q 0 co z N 4 Ii1I I OQ 01 z 5 W L:_! I LijLL j E rL w I-- i�.1 Z) (D a- od Li U) z o z z w r o Lip z m U 1 ui wo° N Z I.JLH ' � z�r- � W N ® Q _-'R0S`_-' SEA ! ON -- t'T`c-A I- I -AID S + Hov `" t ` �:-_ � t •' } , Ott i°y ` �' } rr . ..1 _.__ 1 r }.E14,��'8,*;� g° 2 ?. i�,�. IUtli. Sida•Aa`4;'P:anicr ,-.?+f i.eff Turn ' HUY ;Flor.ter f11 trip I , 51ri r-- i 6'-- { 12- { iie6lgn f _ �!itiS3 L: r:q1 t1G9de1/ I grf,v;:,ii_�vI PAV�.i�iF"I�iT ?rr�I�If?"s'V ✓ PRINCIPAL 0,3U' HULA OL. le2% PG 34--2..2 0.85, HMA CL. i , 'G r34-22 0.50' CSTC NOTES: * ON StAi:- Ht>i,NAYS YISDOT REQUIRES OUTSIDE HUV LANES TO I3E f4 FEE:[. " PLANTER STRIP DRAENSiON IS MEASURED FROM THE SIDEWALK TO THE FACE OF CURB ACV: FE01WARY 20081 ,a<ry ° A Q&W WORKS ARTERIAL �3 2A 2 CC1 288-- — -- 288— Li % / TYPICAL HIGHWAY SECTIION NOT TO SCA` fa REFER I ()SURVEY (SV1) FOR EXISTING CONDITION SYMBOLS LEGEND AND SITE C0N i,g0L. _._..._..... �En,��t��.AFrY BENCHMARK: EXiSTINt'- `L"'RADE LiNES TUT' GRATE OF SOLID CATCH BASIN PROPO E''!) NEW GRADE LINES � NEAR NnRT;1(vEST {TURNER OF i I ELEV=287.91 F'T. ;NA /D 88) NEW BUI>s.'iNG C.CiNS fRUCTION i NEW POLE: SIGN LOCATION iVEJ'd t,C`o'..-., T PAViNC:, BLOCK PERMIT NO, Sm pLAN A uAL Sl id 15' Dom: 7 ti6 fliY Ty ASS do .n _ Plums rnus'I" • be vibm - lK yore TE i"EMPORARY EROSION CONTROL FENCE. � t SURFACE FLEW ARROW i s; uha r'a F� a s� sir 00L C I Td C: V � a yy�� i CcCr 00 00 45 G iE raft VAM on 9 N C) co ®:D � Q®a O7to U)-00 Q'_ ' co I CO:NxIN1. # 3377 i D-tVFE.--5-16-13 R vISION DA . 6-20-13 z' Uzi 1 4 0 o I WATER FACILITY ESMNT NO. 20080228000018- 6ZOO' 50.00' 410+0 50.00' t 411 LL 0 Q) w U Q Q w �_- S6710*37°E 50.00' SEE SHEET CC1 FOR DETAILS FOR WORK TO RIGHT-OF-WAY I 1 E ' P3 OU5' fly I ��R,S �"�p�RPa 9 �1UUg9UUO KING { BUILDING LPL OF eN1 '4UU ExISTIN G 1' G()041 Nf"N G� ,U' GNU. 1 (BANK} ASPN�� I 1 STORY WOOD FRAME E R ,\tls G { - NO BASEMENT �O� XG 1N PG ,C2� A 9U�'� �yq� 2 B n I� I oo P ZC (�� GS t,� PA K`N �'� - --- ti� I _�1TO BANNER 'I ASPHALT Ri �COni _, � 3 L, NQ' 1 U, P IN - , o � w , o ' , s�' a L, 3 -- v� CONC. f W r WALK I CONC. WALK �_ _--- CURB CUT -_ r.,S� 012 �40' "W I CURB CUT , CONC. VERT. CURB L < 92 I :,� �58.68' ASPHALT DRIVEWAY S70°24'59 � ,Ftmosloo15 I e 15 EX. ASPHALT DRIVEWAY LEA E LOT LINE I 4 N CONC. VERT. CURB r r r 5` SETBACK i .. ... 17 17 4 r, r 15 ............ G. ` C Z r r $ is .. ,` GON ONC. iYq ' R 4.67' : R 6' .. :: �:. WATER FACILITY. ESMNT 8 :. $ \ CK � ��a� ' .... ...... '---r----- 0080228000018 ,. ........ 24 No. 2 4 0 ... ..... ....... \ t— \ _ 3.... Un 2r4r ....... o :, .... ....\`` �\Na OZNO 14.00'9.00ONZWZn9.50' 2 Oc IL N�'�`o.00' 2...Oa:\�p1 nZ�� 18 Ln v .... 6 .'.� 23 m =moo N z No o p-c r r .............. 1 (n Q N \\ Q \` 5 p`-A Ciy OO cfl ` o 11 :. : eilly Auto Parts T o- 9: / : ': . - ....... CA DAAI r.v rr.c.v rnn..r♦ r.r .\ i � / '.'. ..'�,/'. �.....' \ .%v �.�-v GU r POINT OF BEGINMIN - R SITE 34720 PACIFIC HIGHWAY S. O ` \ ✓ ' 10 DEVELOPMENT LAYO`.IT PARALLEL T.L. NO. 202104-9065 �\ � � ' - ... x � " `� ' I AND PERPENDICULX O WEST ` t 78.T I ; PROPERTY LINE (N 22°49'23" E) '� 16 �\ \ I - VACANT Q__ Q �P�K i o i �\�` ch `,� = GONG LOT C PROPERTY LINE AFTER � CITY OF FEDERAL WAY \ ` � a- g \ UR - BOUNDARY LINE ADJUSTMENT NO. 99-0005, , ` m CD ` + �, E C ' 18' DEDICATION ` �' ` R ' VOL. 140, PGS. 243-243B, REC. NO. 20001009900005 `� `` Q;A P - S ' 412+0 \ \ P ' J \\�N(CONS''' 061ap01��2 00 _ , �w \` , 15, \ , , PER MENj 031 { `o N \ NN 25 S \ I - 15' �� Za U01 �a1 `\ , \\+, <L ♦ n ` c4 \11 6 \ ��o g; _00000 \C�<< BEFER� t D� USE GROUP: M (MERCANTILE) /V PROPERTY" BOUNDARY CONSTRUCTION TYPE: II-B ADJUSTED GROSS SITE ACREAGE: 1.05 (45,783 S.F.) NET SITE ACREAGE: 0.747 (32,519 S.F.) REFER TO LANDSCAPE CURRENT ZONING: CE TOTAL BUILDING S.F'.: 7,630 S.F. O� PLANS FOR PLANTINGS 21 \Cp� PARKING RATIO: 1 SPACE PER 300 G.S.F. o Z ; PARKING SPACE SIZE: MIN. T-O" X 18'-0" I EC•,NOS. # OF SPACES REQUIRED: 26 (7,6301300 = 25.4) OR N pti P .-✓� `�,, # OF ACCESSIBLE SPACES REQUIRED: 2 ��° SITE DEVELOPMENT PLAN # OF SPACES PROVIDED: 27 # OF ACCESSIBLE SPACES PROVIDED: 2 0 C2 SCALE: 1 ° = 20' CONS-,_ TOTAL SPACES PROVIDED: 29 I ' g,: o I r N TOTAL AREA OF PARKING: 20,004 S.F. AREA OF LANDSCAPING: 3,265 S.F. (16% OF PARKING AREA) SS G'Oi \ GASE ACE SZO © 20 �4f/ {oO \ E 1066 86 C � *a CD S E' GONG' SSODT � 16,N $a3g'Og ST' �; 21 S. 3� B 2Np `' ORAF�-HG SCALE - FEET { S 48 T� 20 v�P S. 3 r 2a , SYMBOLS LEGEND REFER TO SURVEY FOR EXISTING CONDITION SYMBOLS LEGEND µ�— NEW BUILDING CONSTRUCTION a a AREA OF COIVICAETE --- - --- - - --- --- - AREA OF PAVING NEW POLE S1104 L.0 A'> ION NEW CONCRETE PAVING BLOCK NEW LIGHT POLE LOCATION NEW MASONRY 11 ENCE CONSTRUCT€Oli GENERAL cl - - � ` CIA LU A. REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS. a B. ALL SITE DIMENSIONS TO THE GUTTER LINE OF CURB, CONCRETE I � OR PROPERTY LINE UNLESS OTHERWISE NOTED, CONTRACTOR TO FIELD V4 RIFY EXIS �"iNG CONDITIONS BY DETAILED INSPECTION a 00 ,� PRIOR TO SUBMITP NG 130 AND STARTING CONSTRUCTION, �.. COORDINATE WORK WITH O-'THER SITE RELATED DEVELOPMENT DRAWINGS. % o D. REFER TO STRUCTURAL FLANS FOR DEVELOPMENT OF SIDEWALKS ADJACENT TO FOUNDATIONS, ea w CONCRETE PAVING:p r REFER TO DETAIL 1/C3. ALTERNATE #1: ASPHALT PAVING REFER TO DETAIL 2/C3. REFER TO PROJECT MANUAL. r. O CONCRETE PAVING: REFER TO DETAIL 1/C3. 30 CONCRETE CURB: R o REFER TO DETAIL 31C3.met 0 CONCRETE SIDEWALK. Vi REFER TO DETAIL 4/C3. Imen Ie 05 CONCRETE DOOR LANDING: REFER TO DETAIL 4/C3 AND STRUCTURAL DETAILS. RAMP PAVINGLIM AS INDICATED. LANDING CAN BE POURED MONOLITHIC IF CONCRETE PAVING IS USED.Imo STEEL BOLLARD: Ulm (02 REFER TO DETAIL 6/C3. PROVIDE (2) AT TRASH PAD AND OVERHEAD DOOR, PROVIDE (9) AT SIDEWALK. REFER TO vas STRUCTURAL PLAN FOR LOCATION. a HANDICAP PARKING SIGN: w •on ep , REFER TO DETAIL 7/C3., 8 CONCRETE HANDICAP RAMP: .•, vs REFER TO DETAIL 9/C3. \�/ HANDICAP PARKING SYMBOL: REFER TO DETAIL 5/C3. ? y 10 HANDICAP ACCESS UNLOADING ZONE: p SLOPE 2% MAX. EACH WAY (ADA COMPLIANT) AND STRIP; AS SHOWN. 11" CONCRETE HANDICAP RAMP: CL REFER TO DETAIL 8/C3. 12 6-0" TALL SPLIT FACE BLOCK ENCLOSURE AND WOOD GATE WITH e PRE -CAST CONCRETE CAP. BLOCK IS TO BE FIELD PAINTED SHERWIN WILLIAMS "SOFTER TAN" TO MATCH BLOCK COLOR ON BUILDING. REFER TO DETAIL 11/G3 AND STRUCTURAL FOR ADDITiONAL INFORMATION. 13 CONCRETE BUMPER BLOCK: 81W x 5"h x 6'-0" LONG CONCRETE. ANCHOR TO PAVING WITH (2 ) V-6' LONG #P4 REBAR (TO SIB` LEVEL.. WITH PAVING). OM PARKING LOT LIGHTING: REFER TO SITE UTILI T IES PLAN FOR LOCATION AND TYPE. (15 LIMITS OF NEW PAVING: MATCH EXISTING PER CITY AND OR STATE STANDARDS. 16 ROLL DOWN CURB: TERMINATE AND ROLL DOWN NEW CURB WHERE INDICATED. ROLL DOWN AT 1:2. 17 CONCRETE CURES: NEW CONCRETE CURB TO MATCH EXISTING ADJACENT CURB. r� ,. t 18 STRIPING: PROVIDE 4" WIDE PARKING LOT STRIPING AS SHOWN. USE HIGHWAY MARKING PAINT - YELLOW (2 COATS) 19 CURB CUT- 36" CURB OPENING. REFER TO SHEET Cl. 20 MONUMENT SIGN LOCATION: SIGN FURNISHED AND INSTALLED BY OWNER. REFER TO SITE UTILITIES PLAN AND STRUCTURAL FOR DETAILS. 21 CONCRETE DRIVE APRON: TO BE INSTALLED PER CITY AND OR STATE DESIGN STANDARDS. IF NO STANDARDS PROVIDE CONCRETE PAVING CONSTRUCTION AS SHOWN ON DETAIL 'I/C3. o 22 STAMPED CONCRETE WALKWAY: PAVING TO BE INTEGRALLY 4 COLORED 'COLOR 'TO BE SELECTED BY O'REILLY REPRESENTATIVE)WITH STAMPED PATTERN EQUAL TO O Z) "HERRINGBONE USED BRICK" BY CALICO CONSTRUCTION U) O W PRODUCTS (800) 221-9469. REFER TO DETAIL 4/C3 SIMILAR. W c7 5 23 64LONG BACKLESS OUTDOOR BENCH: Q _ CL ITEM 203-1100 BY HIGHLAND PRODUCTS GROUP LLC(DISTR. 800-695-3503), PREFIN. BLACK (VERIFY COLOR WITH OWNER = LU to BEFORE ORDERING). Li N =U'N 24 TRASH CONTAINER: co O 00 EQUAL TO 8430-88 35 GALLON COMMERCIAL RANGER CONTAINER cv I: - BY RUBBERMAID WITH HINGED LID (COLOR TO BE BLACK). N CL 25 CONCRETE SIDEWALK IN R.O.W.: SIDEWALK TO BE INSTALLED BY OTHERS. Comm # 3377 DATE: I 1-30-12 REVISION DATE: 1-17-13 3-16-13 6-19-13 �. RESUBMITTED JUL 0 12013 CITY :OF FEDStgL Wcm 4ZY 2' 1 V-6" 1 r2 T.O. METAL STUD TOP OF MASONRY 5 EL. 120'-4" 1 11 \fFEL. 119'-4" C2 2 63" O'REILLY AND 24" AUTO PARTS (S) I 0 1 1 a `': F MASONRY .....:-::;�-:'-;..�.• � .�..�� ..,,. � �t .^.=_ - �x>� ��'• �''� �� TOP O � '� - ;;�_..� , :..: ._ _• aR ��1.; iia^f z'C�- __ '. : ., ,: au �' � S may. ... > t " .. .. •�<.3; i�;. s. s, i �; , • i 'z ar -v - �.` t: six 5-.-:: 4 y?^. � r�.: �:: 4 t _y 17 t� ... �.: .... ..,<JR ,..'�... ��"�. ,�'�' n� ^y �2'i'� k- t q-.fcAa .�. r ., 'k'' aS •� R � t-�..: k .� e± �; � t 4k E�� 3... � � `:`�. 't �-�.v::.e`�''+�� i�i:k Lei• 5.�;�. _ _ ,gk _ '' .y,,r, ;� ��'ai, -.x ` vat^'..`. "�`?�-%a�- ,�`2`": <4. 1. i `��,+ � � - � z„'�•.k i.... ��,� ,� av�;-��"?�t ^ha'?� _ TOP OF STOREFRONT _ - `@ 24 _ // 10 / WU T.O. STONE VENEER,gk " FINISH FLOOR EL. 100'-0" ,gkBOTTOM OF FOOTING L-------------- ---- - ---- ------ ----1 -- _1-- --- REF. TO FOUNDATION PLAN 25 25 26— — 13 15 14 25 23 EST ELEVATIONEL 0 A3 SCALE: 1 /8" = 1'-0" (BEYOND) D 11 T.O. METAL STUD EL. 120'-4" 1 ltf) 23 25V _ 14 7 23 25 26 23 7 15 16 25 2 SOUTH ELEVATION A3 SCALE: 1 /8" = 1'4" TOP OF MASONRY STONEi��isl■�� m�� FINISH FLOOR 00 BOTTOM OF •• • sall o I• • 3 1 EAST ELEVATION A3 SCALE: 1/8" = 1'-W A ,MkTOP OF MASONRY EL. 119'-4" TOP OF MASONRY v EL.117'-4" ;: * • STONE VENEER�� is�fsisistia��ialfs�iJ��. ---• Imo:.■•�- ,ss�.� i�•� -_■� i _ ■ _ �� - �- ��_-.._�.-.�.__�_- .�_-�__ 22 WnFxmmm in ,gkFINISH FLOOR ,jkBOTTOM OF •• 4 NORTH ELEVATION A3 SCALE: 118" TOP OF MASONRY EL. i8 B.O. CANOPY EL. 114'-3" D (BEYOND) 6 11 T.O. METAL STUD 4. 5 EL. 1W4. SIM. 23 28 ?23 k16 15 SEALANT " MASTER FLASH " OR APPROVED EQUAL PIPE FLASHING WITH APPROPRIATE ADHESIVE SEAL EDGE OF COVER WITH LAP EDGE SEALANT VENT PIPE A3 SCALE: N.T.S. STUCCO: REFER TO ELEVATIONS GALVANIZED STEEL "DOUBLE V" EXPANSION JOINT (3 6'STUCCO JOINT D ETAI A3 SCALE: N.T.S. CANOPY SIZE HAS BEEN UPDATED ON ALL ELEVATIONS TO BE 6'-0" IN DEPTH IN LIEU OF PREVIOUSLY SHOWN T-0". EXTERIOR FINISH SCHEDULE TYPE: COMPANY TYPE: 7 COLOR- SHERWIN WILLIAMS PAINT (1) COAT S-W PREPRITE BLOCK FILLER 625W25 (NO LESS THAN 8 MILS) (2) COATS S-W CONFLEX XL SMOOTH ELASTOMERIC A5-400 (NO LESS THAN STANDARD CONCRETE MASONRY 5.7 MILS EACH COAT) UNIT (C.M.U.) COLD WEATHER APPLICATIONS: SHERWIN WILLIAMS PAINT ACE SPLIT FA (1) COAT S-W LOXON BLOCK SURFACER (8" X 8" X 1 NOM.) (NO LESS THAN 8 MILS) '`PROVIDE FULL 8" PER LOCAL SUPPLIER (2) COATS S-W ULTRACRETE SOLVENT FACE AT ALL CORNERS BORNE SMOOTH B46 (NO LESS THAN 8 MILS EACH COAT OR 16 MILS TOTAL) COURSE: RUNNING FIELD COLOR: EQUAL TO SOFTER TAN SW6141 ( UNLESS OTHERWISE NOTED) SEE SPECIFICATIONS SECTION 09900 COLOR TO BE INTEGRAL IN THE TOP COAT OF PLASTER AND IS TO MATCH COLOR INDICATED BY SHADING EXTERIOR PORTLAND CEMENT PLASTER ( FIELD COLOR: EQUAL TO LATEE (STUCCO) PER LOCAL SUPPLIER I SW6108 (SEE SPEC) ACCENT COLOR: EQUAL TO KAFFEE SW6104 (INDICATED BY SHADING ) RUSTIC LEDGE STONE MANUFACTURED STONE VENEER ELDORADO STONE CO. "SAWTOOTH" MANUFACTURED STONE ELDORADO STONE CO. SNAPPED EDGE - VENEER WAINSCOT SILL COLOR: SAND EFCO IVY —_ STOREFRONT KAWNEER DARK IVY ( NO SUBSTITUTES) VISTA WALL INTERSTATE GREEN -- "O'REILLY GREEN" GLIDDEN EXTERIOR SEMI -GLOSS LATEX BASE: 2407 - 500 BOLLARDS IN FIELD YOX: 3P 42 TBL: 4P48 GRN: 3P14 i WHT: 2P 0 0 #- C S O --` EXTERIOR DOORS OWNER FACTORY FINISHED B{RCH WHITE WILLIAMS SOFTER TAN SW6141 OVERHEAD DOOR IN FIELD METAL CAP FLASHING BY METAL BUILDING MFG'R � FIELD PAINT TO SHERWIN WILLIAMS LATEE SW6108 FIELD PAINT TO SHERWIN METAL CAP FLASHING 4� BY METAL BUILDING MFG'R. WILLIAMS SOFTER TAN SW6141 FIELD PAINT TO SHERWIN METAL CAP FLASHING 11 BY METAL BUILDING MFG'R. WILLIAMS KAFFEE SW6104 GENERAL NOTES: A. REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS. B. REFER TO COVER SHEET FOR BUILDING DESIGN CRITERIA. C. REFER TO PRE-ENGINEERED METAL BUILDING DRAWINGS FOR ADDITIONAL REQUIREMENTS. D. REFER TO MECHANICAL. / ELECTRICAL PLAN FOR SYSTEM TYPES AND LOC ATION& E. REFER TO SITE DEVELOPMENT PLANS FOR ADDITIONAL REQUIREMENTS. • C1} EXTERIOR PORTLAND CEMENT STUCCO: REFER TO EXTERIOR FINISH SCHEDULE. �2 MASONRY WALL CONSTRUCTION: REFER TO EXTERIOR FINISH SCHEDULE AND WALL SECTIONS. PRE -FINISHED STANDING SEAM ROOF (BEYOND) BY PRE-ENGINEERED METAL BUILDING COMPANY. 4O PRE - ENGINEERED METAL CAP FLASHING: FIELD BREAK WITH 6" FACE. COLOR SHALL BE "SOFTER TAN" TO MATCH SPLIT FACE BLOCK BELOW. O5 PRE - ENGINEERED METAL CAP FLASHING: FIELD BREAK WITH 6" FACE. COLOR SHALL BE "LATTE" TO MATCH STUCCO BELOW. PRE - ENGINEERED INTERNAL METAL GUTTER PER METAL BUILDING MANUFACTURER AND 6" PVC D.S. (BY CONTRACTOR). CONCRETE MASONRY UNIT (CMU): SPLIT FACE'HEAD AND JAMB UNITS. LINE OF ROOF: DASHED LINE INDICATES LINE OF ROOF BEYOND WITH SLOPE OF 1/4" PER FOOT. �9 SIGN: APPROXIMATE OUTLINE OF "O'REILLY AUTO PARTS" SIGN. OWNER FURNISHED AND INSTALLED. PROVIDE BLOCKING AS REQUIRED FOR MOUNTING SIGN, WORK TO BE COORDINATED WITH SIGN COMPANY. 10 ADDRESS NUMBERS: 6" VINYL BY CONTRACTOR. COLOR TO BE WHITE. 11 PRE - ENGINEERED METAL CAP FLASHING: FIELD BREAK WITH 6" FACE. COLOR SHALL BE "KAFFEE" TO MATCH STUCCO BELOW. 12 DOOR AND FRAME: FIELD PAINT SHERWIN WILLIAMS "SOFTER TAN" SW6141. (REFER TO DOOR SCHEDULE.) 13 STOREFRONT: (REFER TO FLOOR PLAN FOR WINDOW TYPES.) 14 LINE OF FOUNDATION: (REFER TO FOUNDATION PLAN,) 15 STEEL BOLLARDS: (9) TYPICAL_ AT STOREFRONT (2) AT O.H. DOOR LOCATION. FIELD PAINT "O'REILLY GREEN". (REFER TO FOUNDATION PLAN.) 16 HOSE BIB: (REFER TO PLUMBING PLAN) 17 LIGHT FIXTURE: (REFER TO ELECTRICAL PLAN) 18 PRE FABRICATED METAL CANOPY: EQUAL TO ARCHITECTURAL SHADE PRODUCTS (770-590-1230 - CATHY BRADFIELD) 8" FASCIA, 6-0" PROJECTION, FLAT METAL CANOPY WITH HANGER RODS (1 114" SCHEDULE 40 PIPE), FIELD PAINT HANGER ROD COLOR TO TO MATCH MATERIAL COLOR BEHIND (FIELD VERIFY EXACT LOCATION OF ROD BRACING WITH APPROVED SIGNAGE PLANS SUBMITTED UNDER A SEPARATE SUBMITTAL.) . METAL DECKING - .065 EXTRUDED ALUMINUM IN 6" WIDE PANELS; MIL FINISH ALUMINUM TOP, EXPOSED BOTTOM SHALL BE POWDER COATED FINISH - GREEN TO MATCH STOREFRONT. PROVIDE TWO 3" DIAMETER ROUND DOWNSPOUTS TO EXTEND 3" BELOW CANOPY AT LOCATION SHOWN - GREEN TO MATCH STOREFRONT. PROVIDE 3RD PARTY ENGINEERED PLANS SEALED FOR THE STATE OF WASHINGTON. REFER TO WALL SECTIONS AND STRUCTURAL 1 g HVAC UNIT: APPROXIMATE LOCATION (REFER TO MECHANICAL PLAN FOR EXACT LOCATION) 20 MECHANICAL WALL PENETRATIONS: PROVIDE FRAMING, FLASHING, AND SEALANT AS REQUIRED. (REFER TO M.E.P. SHEETS) 21 ROOF PIPING VENT (BEYOND): REFER TO DETAIL 5/A3. 22 CONCRETE SPLASH BLOCK: INSTALL AT EACH DOWNSPOUT. FLUSH WEATHERPROOF. 23 MASONRY CONTROL / EXPANSION JOINT: (MATCH MASONRY) PROVIDE SEALANT OVER 1/2" DIAMETER FOAM BACKER ROD. (REFER TO STRUCTURAL SHEETS.) 24 STUCCO EXPANSION JOINT: REFER TO DETAIL 6/A3. 25 MANUFACTURED STONE VENEER (EL DORADO STONE) RUSTIC LEDGE "SAWTOOTH" INSTALL PER MANUFACTURERS RECOMMENDATIONS. REFER TO EXTERIOR FINISH SCHEDULE FOR MORE INFORMATION. 26 MANUFACTURED STONE VENEER SILL: EQUAL TO "SNAPPED EDGE WAINSCOT SILL" BY ELDORADO STONE. INSTALL PER MANUFACTURERS RECOMMENDATIONS. REFER TO EXTERIOR FINISH SCHEDULE FOR MORE INFORMATION. 27 6-0" TALL SPLIT FACE BLOCK ENCLOSURE AND WOOD GATE WITH PRE -CAST CONCRETE CAP. BLOCK IS TO BE FIELD PAINTED SHERWIN WILLIAMS "SOFTER TAN" TO MATCH BLOCK COLOR ON BUILDING. REFER TO DETAIL 11/C3 AND STRUCTURAL FOR ADDIT IONAL INFORMATION. 28 MASONRY WALL CONSTRUCTIOrESUBMITTED PAINT C.M.U. UNDER MANUFACTURED STONE VENEER TO MATCH MANUFACTURED STONE VENEER. JUL 0 12013 CITY OF FEDERAL WAY CDS o }. a� w� HS ' f o s�Nw C!c! rr� «: wtoll az Now e� : Svc w era "ma logo s "mill w , s X! r p •W CAI rn w p is e Gn m � � � � 3 Q z �w Q V CL r4 Lai Sit O ` V °i LL. Hei rim;` t r DATE: 11-30-12 REVISION 6-19-13 DATE: A3 of 5 f f ��Q W :3 o Q t uj c"t z U_ _==7_ - (llili ��_Lffl� 0 w x FULL CUTOFF TYPE LUMINAIRE(S). REFER TO SITE UTILITIES PLAN FOR LOCATIONS AND ORIENTATIONS. REFER TO IT UGHTING FIXTURE SCHEDULE FOR SPECIFICATIONS. GHT POLE. CONCRETE BASE. 5 PARKING LOT LIGHTING 'iUl NO SCALE GROUND LUG. LEVEUNG NUT AND WASHER. I, a #6 BARE COPPER GROUND. M #3 REBAR TIES AT 10' 0. C. #5 REBAR (TYP. OF 8). ELECTRICAL CONDUIT. ANCHOR BOLTS FURNISHED BY POLE MANUFACTURER. ** MATCH MANUFACTURER'S ANCHOR BOLT PATTERN PACK GROUT UNDER POLE TO PROVIDE FULL CONTACT WITH FOOTING. RADIUS EDGE. 3 - #3 TIES AT TOP. 1'0X36" HEADED ANCHOR BOLTS (GRADE F1554) WITH HARDENED STEEL WASHERS. WHEN DESIGN WIND SPEED EXCEEDS 10OMPH, GRADE F1554 (Fy=55k3i) BOLTS _IIf III= \ MUST BE USED. IIIII= FINISH GRADE. (8)-#5 BARS VERT. (ARRANGED SYMMETRICALLY AROUND PERIMETER OF CONCRETE PIER). _ ELECTRICAL CONDUIT. 3/4'x10' GROUND ROD. 18" DIAMETER #3 REBAR TIES r SPACED AT 16" O.C. CONCRETE Acr ncTe POLE-B 4 5U1 NO SCALE DETECTABLE PLASTIC WARNING TAPE VERIFY THE MINIMUM INSTALLATION DEPTH WITH E LOCAL AUTHORITIES. Al- 6" 6" LI FINISHED GRADE I SELECTED BACKFlLL CLEAN GRAVEL UNDER PAVEMENT. 1/2" LIMESTONE GRAVEL PPE PIPE '1 INSTALLATION DETAIL ENO SCALE TRENCH WIDTH AS REQUIRED. DETECTABLE WARNING TAPE. ��i�i�i�i�♦��i�i�i�i�i� NOTES: 1. WHERE CROSSING OTHER UTILITIES, MAINTAIN 10 CLEARANCE. 2. TRENCH DEPTHS SHALL COMPLY WITH LOCAL ELECTRIC AND TELEPHONE UTILITY COMPANY CONSTRUCTION STANDARDS. SELECTED BACKFlLL - CLEAN GRAVEL UNDER PAVEMENT/CONCRETE. CLEAN SAND OR SOIL, /COMPACTED 95% PROCTOR DENSITY. _- --- ELECTRICAL CONDUIT(S). REFER TO ELECTRICAL Z► PLAN FOR QTY. \ 2" MINIMUM BETWEEN CONDUITS. UNDERGROUND 8 2 ELECTRICAL CONDUITS $V7 NO BOLE V EXISTING FIRE - HYDRANT. EXISTING POWER POLE T0- BE RELOCATED BY OTHERS. NEW UNDERGROUND PHONE SERVICE CONDUIT. ALL BENDS SHALL BE LONG SWEEP TYPE. CONTRACTOR SHALL CONTACT LISTED PHONE 1-QMPA.M' CONTACT PERSON. MEET THEM Ohi SITE. AND DETERMINE EXACT ROUTE FOR CONDt111, REFER TO TELEPHONE SERVICE REQUIREMENTS. INCLUDE ALL CONDUIT AND TRENCHING IN BID. EXISTING TELEPHONE PEDESTAL EXISTING POWER POLE TO -- BE RELOCATED BY OTHERS. N,CNwP� 5 P�c'xf A6p0 -- ivCn V.'ru "mfr_m j\� AND PIT BY UTILITY. N�ri i" IRRIGATION _t; ��` AND PIT BY CONTRACTOR. L� WI VA \ rIr r r r'r'rlrr' DOUBLE CHECK BACKFLOW (B.=-.P.f� ?� PREVENTER IN PIT BY CONTRACTO':>. NEW UNDERGROUND ELECTRIC SERVICE. REFER ,TO ELECTRIC SERVICE DIAGRAM FOR REQUIREMENTS. 0' \------- E3 INSTALLATION, CONTRACTOR SHALL COORDI P - UTILITY-- _ COMPANY, TO CONFIRM RO ENTS. GAS METER AN E CE BY _ -4t "SZ. (320 NATURAL PCI R. 91 SU1 SU1 / - (TYPICAL) % � tit "MP" FIRE DEPARTMENT / CONNECTION. 2 (320 )/9ro ---7"HRU EMS LIGHTING CONTROLLER. RELAY #6, TERMINAL 2 & 3. _ UTILITY COMPANY CONTACTS WATER: LAKEHAVEN UTILITY DISTRICT, JOHN JENSEN (253) 946-5406 -- SEWER:— LAKEHAVEN UTILITY DISTRICT, JOHN JENSEN (253) 946-5406- GAS: _ PUGET SOUND ENERGY, AMBER POTTER (253) 671-6018_-__—_-_- _- ELECTRIC: PUGET SOUND ENERGY, AMBER POTTER (253) 671-6018 _ __v-- TELEPHONE: QWEST, BRIAN DEICHL (253) 597-4084 GRAVEL CROSSING NOTE WHERE NEW UTILITY SERVICES ARE ROUTED UNDER EXISTING GRAVEL AREAS, ALL EXISTING GRAVEL SHALL BE REMOVED IN THE FOLLOWING STEPS: 1) REMOVAL & TRENCHING 2) INSTALLATION OF UTILITY 3) BACKFILL & COMPACTION 4) INSTALLATION OF NEW GRAVEL THAT MATCHES THE EXISTING SURROUNDINGS IN BOTH MATERIAL AND ELEVATION. CONTRACTOR SHALL COORDINATE, OBTAIN & PAY FOR ALL REQUIRED PERMITS & UCENSES TO PERFORM THIS WORK & SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL NEW UTILITIES (SYMBOLS APPLY ONLY V;HEN USED ON DRAWINGS) -WS- WAFER SERVICE �- t RY SEWER �--- SAN - - UGE U/0 ELECTRIC UGT PHONE — --- - - ----/ T - U/G RHONE (BY PHONE CO - --- OHE OVERHEAD ELECTRIC -- OHT --- OVEPHEAD PHONE CON(cE;CTION TO EXISTING ® GS GAS :ERVICE (8Y !:SAS CO.) ® SAW CUT C� BORE: - - P.O.C. = POINT OF CONVECTION BETWEEN SITE PIPING (SPEC 33 00 00) AND BUILDING PIPING (SPEC 22 00 00, 21 13 13). AS NECESSARY - SPEC 22 00 00 DENOTES LANDSCAPE IRRIGATION. y f t fJ1 1 rt EXISTING-W 8' DI LATERAL ' _ W �SAWCUT BY r .� CONTRACTsOR.r r r NEW UNDERGROUND , FIRE SERVICE, SIZE BY HYDRAUUC DESIGN.- 3 ALA EW DOMESTIC --CONTRACTORS VTI';!C- ND 10 POST , NOT VALVE, TO ALLOW FOR FUTLIE FIRE ALARM SYSTEM MONITORING OF P.I.V. STUB C014DUIT UP INTO 1 w� BUILDING, WITHIN PARTS AREA "B". 0 5 INVERT ELEVATION: �- P.0 286.50' (ASSUMED). O C.0.1T. ` -4" O'Reilly Auto Parts SQ. FT. = 7,630 FLOOR ELEVATION. 289.00' ,-ELECTRICAL CONTRACTOR SHALL (j `- 1 + ABOVE FINISH GRABI=: -AND-ZI TIE 4'-0" OF EXCESS WIRE TO 4 THE CONDUIT. ELECTRICAL (TYP T51 5' CONTRACTOR WILL _ �%- FINAL ELECTRICAL CO S ________ r_ _______- _ INSIDE POLE. SIGN DISCON FURNISHED AND INSTALLED BY SIGN CONTRACTOR. 28 \ "MP" \�\ 11 _--____________________----�- - U E NEW STORMWATER PIPING AND��_ - -_=- - U NG STRUCTURES, REFER ! CTVII_ Co - _ EXISTING 6" I RELA. TERM j + - { NIGH � + SEE SHEET CC1 FOR REMAINDER OF PROPERTY �CISTTN SEWER MANHOLE. _ �1%9 282°38' INVERT: 268.23' '_' 1 SITE UTILITIES PLAN NORTH CONSTR. NORTH SEWER LAT \\ �, 5� SANITARY R SERVICE. OkAE CALL 000, �e\ C" Ap � f O 13EF0 QONNEIT sE CE _ 'TCF-VISTING SEWER FIELD VERIFY LOCATION D RT : PRIOR TO THE I . INVERT- 40 4 284.80, EST ( SU 0 `' 00 C•O•A' 00 00 20 0 20 40 60 _J GRAPHIC SCALE - FEET NOTES, BRANCH CIRCUIT & FEEDER SCHEDULEo 0 2 - #8 AND 1 - #8 GROUND IN 0.75" CONDUIT. 3 - #10 AND 1 - #10 GROUND IN 1" CONDUIT. GENERAL NOTES 1. BRANCH CIRCUIT CONDUCTOR SIZES ARE INCREASED, TO ALLOW FOR VOLTAGE DROP. 2. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES, USING UTILITY COMPANY CONTACT INFORMATION GIVEN. COORDINATE FOR ALL UTILTY WORK SHOWN. GIVE UTILITY COMPANIES NOTICE OF CONSTRUCTION START DATE AND ESTIMATED COMPLETION DATE. 3. GENERAL CONTRACTOR SHALL CONFIRM THAT LIGHT POLES, LANDSCAPING AND UTILITIES DO NOT CONFLICT WITH SIGN LOCATION SHOWN. IF ANY POTENTIAL CONFLICT IS DISCOVERED, GENERAL CONTRACTOR SHALL CONTACT THE O'REILLY PROJECT ADMINISTRATOR BEFORE PROCEEDING. TELEPHONE SERVICE REQUIRENENTSI SPECIAL NOTE: NEW SERVICE TO BUILDING SHALL BE AN uNpEggROUND SERVICE. CONTRACTOR SHALL SCHEDULE INSTALLATION OF U/G TELEPHONE SERVICE CONDUIT WITH OWNER. CONTACT (417)874-7288. SCHEDULE 40 PVC CONDUIT WITH RIGID GALVANIZED STEEL LONG SWEEP BENDS 0 18"-24" DEPTH FOR PHONE SERVICE. PROVIDE MINIMUM 1/4'• POLYFROPYLENE PULL LINE. PLACE CONDUIT A MINIMUM OF 12" FROM U/G ELECTRICAL CONDUITS IN SAME TRENCH. CAP CONDUIT AT PROPERTY LINE BELOW FINISHED GRADE AND INSTALL CABLE MARKER FOR PHONE COMPANY, IF NECESSARY. OTHERWISE, CONTINUE PHONE SERVICE CONDUIT TO A POLE AND INSTALL RIGID GALVANIZED STEEL CONDUIT TO A MINIMUM 10' ABOVE FINISH GRADE, ATTACHED TO POLE. CONTRACTOR SHALL COORDINATE INSTALLATION AND VERIFY REQUIREMENTS WITH PHONE COMPANY, PLUS INCLUDE ALL FEES (IF ANY) BY PHONE COMPANY FOR INSTALLATION OF NO LESS THAN IQ �g_CADI,E, IN MENTIONED CONCIUCT, TO CON T RF-,CTOR INSTALLED 4'x8'x3/4" BACKBOARD WITHIN BUILDING. CONTRACTOR SHALL PROVIDE #6 AWG CU. GROUND TO TELEPHONE EQUIPMENT LOCATION, FROM ELECTRICAL GROUNDING ELECTRODE SYSTEM. FINAL CONNECTIONS AND INSIDE PHONE WIRING BY OWNER. SAWCUT NOTE WHERE NEW UTILITY SERVICES ARE ROUTED UNDER EXISTING PAVED AREAS, ALL EXISTING PAVING SHALL BE REMOVED IN THE FOLLOWING STEPS: 1) SAWCUTTING PAVING. 2) REMOVAL AND TRENCHING. 3) INSTALLATION OF UTILITY. 4) BACKFlLL AND COMPACTION 5) INSTALLATION OF NEW PAVING THAT MATCHES THE EXISTING SURROUNDING PAVING IN BOTH MATERIAL AND ELEVATION. CONTRACTOR SHALL COORDINATE, OBTAIN AND PAY FOR ALL REQUIRED PERMITS AND UCENSES TO PERFORM THIS WORK AND SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL WHILE PERFORMING SAWCUTTING OPERATIONS AS NECESSARY. CONTRACTOR CAUTIONII VERIFY SEWER LINE ELEVATION BEFORE STARTING ANY BUILDING PAD GRADING AND PLUMBING WORK THE CONTRACTOR SHALL FIELD VERIFY LOCATION, MATERIAL, CONDITION, ACCESSIBILITY (INCLUDING STATE HIGHWAY OR OTHER RIGHTS -OF -WAY) AND WORKABLE FLOW UNE ELEVATION OF THE EXISTING SANITARY SEWER SERVICE UNE OR MAIN. IF A WORKABLE FLOW UNE HAS NOT BEEN ESTABUSHED AT THE TIME OF FINAL SANITARY SEWER SERVICE CONNECTION. THEN THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXPENSES ASSOCIATED WITH THE INSTALLATION OF A NEW GRINDER PUMP SYSTEM TO MEET OWNER AND LOCAL REQUIREMENTS. EXISTING CONDITIONS NOTES t THE CONTRACTOR IS OBLIGATED TO INSPECT FOR EXISTING CONDITIONS/INSTALLATIONS AND AVAILABLE INFORMATION PRIOR TO SUBMITTING A BID, REFER TO SPECIFICATIONS ALSO. 2. EXISTING INSTALLATIONS (SUCH AS WATER MAINS/LINES, GAS MAINS/LINES, SEWER MAINS/LINES, TELEPHONE ONES, POWER LINES, AND UTILITY STRUCTURES IN THE VICINITY OF THE WORK TO BE DONE) ARE INDICATED ON THE DRAWINGS ONLY TO THE EXTENT THAT SUCH INFORMATION HAS BEEN MADE AVAILABLE TO OR DISCOVERED BY THE ENGINEER IN PREPARING THE DRAWINGS. THERE IS NO GUARANTEE AS TO THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION, AND ALL RESPONSIBILITY FOR THE ACCURACY AND COMPLETENESS THEREOF IS EXPRESSLY DISCLAIMED. 3. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR LOCATING ALL EXISTING INSTALLATIONS. 4. ANY DELAY, ADDITIONAL WORK, FEES OR EXTRA COST TO THE CONTRACTOR CAUSED BY OR RESULTING FRO Q MODIFICATION OF EXISTING INSTALLATIONS BY Q AFFECTED UTILITY COMPANY SHALL NOT CONSTITUTE A CLAIM FOR EXTRA WORK, ADDITIONAL PAYMENT OR DAMAGES. JUL .0 12013 5, THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONSTRUCTION PRIOR TO SUBMITTING HIS BIDI'1�iOpr PAID DUE TO UNANTICIPATED EXISTING CONDITIONS/INSTIONS. IN " UPY;P 4 Y i a =` oc Lft rz C4fni w •� ae as w ME" r=_ CL COD = Cc om% r= w 00 ® - a :m ^. m In •on m a- C�2 mLAJ CN Q CV CD 00 Ln CD ® z� ® Q �® U) O W z W CA o [: ��lL 0_ W ZWc�g I,— [L—>� 0Z U) co c�r30-� CV U) 't 11 COMM # 3387 � DATE: 11-30-12 REVISIO1:v 1-16-13 DATE: 5-16-13 6-19-13 288.85 288.65 -?88�A .- 288sA r 2885 ?88sA 2�8SA HANDICAP AREA TO BE ADA COMPLIANT. SLOPES SHALL NOT EXCEED 2.0% IN ANY DIRECTION IN THIS AREA. 1 HANDICAP PARKING DETAIL SCALE: 1 " = 10' �1�tin 1. PIPE MATERIALS SHALL BE IN ACCORDANCE WITH AND AS APPROVED BY THE CITY OR APPLICABLE AUTHORITY. REINFORCED CONCRETE PIPE (RCP), HIGH DENSITY POLYETHLYENE (HDPE), N-12 CORRUGATED METAL PIPE (CMP) MAY BE USED AS ALLOWED BY LOCAL GUIDELINES. 2. ALL PIPE IS TO BE INSTALLED PER THE MANUFACTURER'S REQUIREMENTS AND MEET COVER REQUIREMENTS PER THE KEY NOTES: 9 9INSTALL STORMFILTER. RIM=286.5, INV (IN)=283.3, INV (OUT)=281.0 REFER TO DETAIL 3/C',i 288.85 SW 9 INSTALL 203 LF OF'I2" RCP @ 0.1 % SLOPE. REFER TO PIPE NOTES, 288.65 PVT 9 INSTALL 4'x4' AREA INLET. RIM=286.7, INV=283.8. REFER TO DETAIL VC5 INSTALL 65 LF OF 12" RCP @ 0.3% SLOPE. REFER TO PIPE NOTES C5 INSTALL 4'x4' AREA INLET. RIM=286.5, INV=283.4. REFER TO DETAIL 1 /C5. INSTALL 66 LF OF 12" RCP @ 0.15% SLOPE. REFER TO PIPE NOTES. 819 17. C] INSTALL 4'x4' AREA INLET. RIM=286.5, INV=283.4. REFER TO DETAIL VC5. REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS. SITE CONDITIONS BASED UPON SURVEY SUBMITTED BY OWNER. FIELD VERIFY EXISTING CONDITIONS BY DETAILED SITE INSPECTION PRIOR TO SUBMITTING BID AND BEGINNING CONSTRUCTION. NOTIFY ENGINEER IF EXISTING CONDITIONS DEVIATE SUBSTANTIALLY FROM THOSE INDICATED HEREIN. MANUFACTURER. i p co, Q0, 5') +00- 1 280� O D', G N� � } 54 2a0 /'I SITE GRADING PLAN v v v v v v v v v v v v INSTALL 100 LF OF 12" RCP @ 0.2% SLOPE. REFER TO PIPE NOTES. INSTALL 15 LF OF 15" RCP @ 0.67% SLOPE. REFER TO PIPE NOTES. C10 EXISTING STORM INLET TO REMAIN, EXIST RIM=285.49, EXIST INV=280.89(N), EXIST INV=280.84(W) > C11 INSTALL 40 LF OF 15" RCP @ 0.25% SLOPE. REFER TO PIPE NOTES. C1 EXISTING STORM PIPE TO REMAIN C13 INSTALL 9 LF OF 12" RCP @ 1.1 % SLOPE. REFER TO PIPE NOTES. C14 INSTALL 4'x4' AREA INLET. RIM=286.7, INV=283.9. REFER TO DETAIL VC5 C15 INSTALL 5'x5' RIP -RAP PAD. REFER TO RIP -RAP NOTE C16 INSTALL 282 LF OF 8" CONCRETE RETAINING WALL @ 3 FOOT HEIGHT. REFER TO DETAIL 4/C5 C1 INSTALL 220 LF OF 8" CONCRETE RETAINING WALL @ 2 FOOT HEIGHT. REFER TO DETAIL 4/C5 C18 INSTALL 7,800 SQ. FT. OF POROUS CONCRETE PER KING COUNTY SURFACE WATER DESIGN MANUAL 2009 SECTION C.2.6.2 C19 INSTALL 2,800 SQ. FT. OF POROUS CONCRETE PER KING COUNTY SURFACE WATER DESIGN MANUAL 2009 SECTION C.2.6.2 ZONE COMMERCIAL ENTERPRISE OWNER: > C20 IINSTALL 50 LF OF 6" PERFORATED PIPE. REFER TO DETAIL 5/C5 > C21 INSTALL 60 LF OF 6" PERFORATED PIPE. REFER TO DETAIL 5/C5 > C2 INSTALL FLOW RESTRICTOR, RIM=286.5, INV=283.5, SUMP=281.5. REFER TO DETAIL 2/C5. / C23 INSTALL 17 LF OF 12" RCP @ 0% SLOPE. REFER TO PIPE NOTES. t INSTALL 5 FEET OF EMERGENCY OVERFLOW. REFER TO C24 DETAIL 6/C5 SITE EXCAVATION REQUIREMENTS: 1. A GEOTECHNICAL ANALYSIS HAS BEEN PERFORMED ON THIS SITE. REFER TO PROJECT MANUAL. 2. FOLLOW GEOTECHNICAL ANALYSIS RECOMMENDATION FOR SITE EXCAVATION. 3. REFER TO STRUCTURAL DRAWINGS FOR BUILDING EXCAVATION REQUIREMENTS. RIP -RAP NOTE: PLACE RIP -RAP IN ALL PLACES AS INDICATED ON THE PLAN. THE STONE FOR RIP -RAP SHALL CONSIST OF FIELD STONE OR ROUGH UNHEWN QUARRY STONE AS NEARLY AS UNIFORM, IN SECTION AS PRACTICAL. THE STONES SHALL BE DENSE, RESISTANT TO THE ACTION OF AIR AND WATER, AND SUITABLE IN ALL ASPECTS FOR THE PURPOSE INTENDED UNLESS OTHERWISE SPECIFIED. ALL STONES USED AS RIP -RAP SHALL WEIGH BETWEEN 50-150 POUNDS EACH, AND AT LEAST 60 PERCENT OF THE STONES SHALL WEIGH MORE THAN 100 POUNDS EACH. STONES SHALL BE A MINIMUM OF 12" IN DIAMETER AND PLACED A MINIMUM OF 18" BELOW FINISH GRADE. LOT A, CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT Ap 99- vnr lAn PrS. 243-243BN REC. W& 20001 C CITY OF FEDERAL WAY DRAINAGE NOTES: 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO, OR AT, THE PRECONSTRUCTION MEETING. 2. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH WSDOT SPECIFICATIONS. THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM, THE TOP OF FOUNDATION MATERIAL, AND REQUIRED PIPE BEDDING, TO A UNIFORM GRADE SO THAT THE ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. 3. ALL PIPE IN THE ROW THAT IS IN EXCESS OF 18" IN DIAMETER MUST BE PLAIN OR REINFORCED CONCRETE. ADDITIONALLY, IF MORE THAN 100' OF NON -CONCRETE PIPE IS INSTALLED, THE PIPE MUST BE VIDEOED TO VERIFY THE INTEGRITY OF THE COMPLETED SYSTEM. THE CONTRACTOR SHALL PROVIDE A COPY OF THE VIDEO TO THE CITY. 4. STORM PIPE WITHIN THE PUBLIC RIGHT OF WAY SHALL HAVE A MINIMUM DIAMETER OF 12" (8" DIAMETER DUCTILE IRON PIPE MAY BE PERMITTED ON CROSS STREET LATERALS LESS THAN 66 FEET LONG, ONLY TO AVOID UTILITY CONFLICT OR MEET SHALLOW GRADIENT AS APPROVED BY THE PUBLIC WORKS DEPARTMENT). 5. STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 6. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED WITHIN A TRAVELED ROADWAY OR SIDEWALK SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 7. ALL DRIVEWAY CULVERTS LOCATED WITHIN THE RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS TO MATCH THE SIDE SLOPES. 8. ROCK FOR EROSION PROTECTION OF DITCHES, CHANNELS AND SWALES, WHERE REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF ONE FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS" 4"-8" ROCK/40%-70% PASSING; 2%4" ROCK/30%-40% PASSING; AND -2" ROCK/10%-20% PASSING. INSTALLATION SHALL BE IN ACCORDANCE WITH KCRS, OR AS AMENDED BY THE APPROVED PLANS. RECYCLED ASPHALT OR CONCRETE RUBBLE SHALL NOT BE USED. 9. OMITTED rn S. 144TH ST. 0� U) � :cam SITE--••�\ _ S. 348TH ST /` N 18 (6 3 Q � NOT TO SCALE VICINITY MAP w Z z �° a J � � J w a o w Z w a z w 00 s � �� O U • co o W (D z OCwJ�z • U Z � w z w o �Z W ® >_z W > 0- w H W 0- :D -� ® o z = id z Q � 00 . z w j- o Lo zco C) z m U 0 o CV wow p W �o CO�Q Cy)Z z L0 It m> W N �o NOTE: CONTRACTOR SHALL FIELD VERIFY STORM WATER RUNOFF CALCULATIONS: PROPOSED GRADES & MATCH EXISTING. CONTRACTOR SHALL NOTIFY ENGINEER TOTAL PROPERTY AREA= 1.20 ACRES IF DISCREPANCY OCCURS. TOTAL DISTURBED AREA = 1.20 ACRES > 1.0 ACRES THEREFORE NOI REQUIRED. PROJECT DESIGN AREA = 1.20 ACRES SPECIAL NOTE: FIELD VERIFY SANITARY SEWER CONNECTION INVERT PRIOR TO ESTABLISHING FINAL FINISH FLOOR ELEVATION. REFER TO SITE UTILITIES PLAN. REFER TO SEPARATED TECHNICAL INFORMATION REPORT FOR DETENTION DESIGN. CITY OF FEDERAL WAY STANDARD PLAN NOTES: 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FEDERAL WAY REVISED CODE (FWRC), APPLICABLE ORDINANCES, AND THE CITY COUNCIL CONDITIONS OF PROJECT APPROVAL. THESE DOCUMENTS ARE SUPPLEMENTED BY THE STANDARD SPECIFICATIONS FOR ROAD, E KING COUNTY SURFACE + ` BRIDGE, AND MUNICIPAL CONSTRUCTION (WSDOT)APWA), THE KING COUNTY ROAD STANDARDS (KCRS), AND TH WATER DESIGN MANUAL (KCSWDM). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT t}SitZp,1 �ti' ' NO ADDITIONAL COST OR LIABILITY TO THE CITY OF FEDERAL WAY. 2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE FEDERAL WAY ENGINEERING REVIEW CHECKLIST. 0.�1N� ro + o + SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE CITY ENGINEERING PLAN REVIEWER. ANY VARIANCE FROM ADOPTED v t; �. ter- - . W n , _ STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF FEDERAL WAY, PRIOR TO CONSTRUCTION. _ _3 �o , 3. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (I.E. DOMESTIC v '+� WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICITY, ETC.) LT DRIVE 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRE -CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF FEDERAL �NER BAN WAY, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. 5. A SIGNED COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. c"a6. CONSTRUCTION NOISE AND ACTIVITY (ON PRIVATE PROPERTY) SHALL BE LIMITED AS PER FWRC (SECTION 19.105.040); NORMALLY THIS IS 7:00 A.M. TO 8:00 P.M, MONDAY THROUGH FRIDAY, AND 9:00 A.M. TO 8:00 P.M. ON SATURDAYS. ! 't / (' 7. CONSTRUCTION ACTIVITY WITHIN CITY RIGHTS -OF -WAY SHALL BE Li":"!TED TO THE HOURS OF 8:30 AM TO 3:00 PM. /� 8. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO 013 FAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING 7 Q t OFF -SITE WORK WITHIN THE ROAD RIGHT-OF-WAY. 9. FRANCHISED UTILITIES OF OTHER INSTALLATIONS THAT ARE NOT" Ise IO'✓iN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL CITY REQUIREMENT'S Ns � THE REQUIREMENTS OF KCRS CHAPTER 8 ARE SUBMITTED TO THE CITY p OF FEDERAL WAY AT LEAST THREE DAYS PRIOR TO CONSTRUCT IOP'. 10. VERTICAL DATUM SHALL BE KCRS OR NGVD-29. c8.4 P T `, 288.` 4-� ', 11. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN AR IGH`''01 -WAY UFZ APPROPRIATE DRAINAGE EASEMENTS, BUT NOT UNDERNEATH 288.5 PV- ' `p}`'' , �UNC,wA�K - o THE ROADWAY SECTION. ALL GROUNDWATER S {STEMS MUST BEONSTRUCTED IN ACCORDANCE WITH THE WSDOTIAPWA STANDARD "� � 70 SPECIFICATIONS. �✓� ` l /+ti �86 N N W 12. ALL UTILITY TRENCHES IN THE RIGHT-OF-WAY SHALL BE BACKFILLE`�? 5/8" CRUSHED RUCK AND COMPACTED TO 95% DENSITY. WHEN TRENCH o N r - WIDTH IS 18 INCHES OR LESS, AND IS WITHIN THE TRAVELED WAY, 7RENGH WILL BE BACKFILLED WITH CONTROL DENSITY FILL 4s. Z (SELF -COMPACTED FLOWABLE FILL) AS DEFINED BY WASHINGTON t�,.( rr� =GATES AND CONCRETE ASSOCIATION. THE AGGREGATE WILL BE 3/8-INCH MINUS. �� `G� 13. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY IN ACCORDANCE WITH WSDOT 2-06.3. Z o - cn -� UNLESS SPECIFICALLY APPROVED BY THE PUBLIC WORKS DIRECTOR AND NOTED ON o o 14. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED �c � �o� N �G� v nm THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH KCRS 8.03(b) 3. - - - a o LA r Z 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, V3r'cp �, / / `` NOG N o�� Z 0. AND ANY OTHER NEEDED ACTIONS TO PROTECT LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH �'cA o 1 Q yo� NG N THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT 9 '+cam `- oN-�Z �-o � NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ON FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE WSDOT o STANDARD SPECIFICATIONS 1-07.23 - TRAFFIC CONTROL, SHALL APPLY. T \ `t �, `, � o gas �16. CONTRACTOR SHALL PROVIDE AND INSTALL ALL REGULATORY AND WARNING SIGNS PER THE LATEST EDITION OF MANUAL ON UNIFORM Bp '�,o -A TRAFFIC CONTROL DEVICE (MUTCD) 17. ALL UTILITIES SHALL BE ADJUSTED TO FINAL GRADE AFTER PAVING ASPHALT WEARING COURSE. 18. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION ONLY. ROCKERIES SHALL NOT BE CONSTRUCTED TO j .0 .S ) 1 ', � GO SERVE AS RETAINING WALLS. ALL ROCKERIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CFW DRAWING NUMBERS 3-22, 3-23. ROCKERIES '� MAY NOT EXCEED SIX FEET IN HEIGHT FOR CUT SECTIONS OR FOUR FEET IN HEIGHT FOR FILL SECTIONS UNLESS DESIGNED BY A C� ^ems �� 1/ o `, GEOTECHNICAL OR STRUCTURAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. CD jC -284 VERTICAL DATUM BLOCK: ' NAVD 1988 CONVERT S4N�R0 TO NGVD 29 WITH 3.547' CONVERSION FACTOR. goo Z�p� 02�51p� , 00- DATUM: NGVD 29 = NAVD 1988 - 3.547' CAQ S FDA q y CSC` BEFd�� CITY'S INSPECTION PHONE NUMBER 253-835-2700 SYMBOLS LEGEND REFER TO SURVEY (SV1) FOR EXISTING CONDITION SYMBOLS LEGEND AND SITE CONTROL. EXISTING GRADE LINES EW SPOT ELEbAT10NS LIST ABBREVIATION GRADE NONE 288 PROPOSED NEW GRADE LINES SIDEWALK SW TOP OF WALL TW TOP OF CURB TC NEW BUILDING CONSTRUCTION Q� TOP GRFPPAEEMENT G , CONCRETE CONC EXISTING TOP OF CURB ETC - ---- NEW POLES;:IN LOCATION EXISTING GRADE EGD EXISTING PAVEMENT EPVT EXISTING SIDEWALK ESW - - -- FLOW LINE FL TOP OF BERM TOP t - NEW CONCRETE PAVING BLOCK �- TEMPORARY BENCHMARK: - - TEMPORARY EROSION CONTROL FENCE TOP GRATE OF SOLID CATCH BASIN NEAR NORTHWEST CORNER OF PROPERTY. > > SURFACE FLOW ARROW ELEV=287.91 FT. (NAVD 88) PERMIT NO.ITTEn � -00-CO JUL 01 2013 CM OF FEDERAL WAY ! APPROVED � DATE �a \bq. jy /,9 00Mr= M 'c o M N w O M •., 00 00 w � � v C tC G� w a� on a� E � c r � o as Op ® !� Coll L W a Gel H w •� o � M i r r.� .•. rn v o � CL LLJ Lai N Lu Q ? tvj N Q 00 Lo ® Z � •■� W0w ZO w UJ a Itt t` F- N (D 0 z co 00 co N U) COMM # 3377� LATE: 11-30-12 REVISION DATE: 1-17-13__ 5-16-13� 6-20-31.3 C 1 of 5 �44 w! I Ji 1111: v 0% 1 Lei, Irsill• 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (I.E. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC. 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 4. STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS AIRE KEPT CLEAN AND TRACKING IN THE ROADWAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. 5. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM, ADJACENT PROPERTIES, OR VIOLATE APPLICABLE WATER STANDARDS. 6. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AND/OR REVISED AS NEEDED FOR UNEXPECTED STORM EVENTS, AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G. ADDITIONAL COVER MEASURES, RELOCATION OF DITCHES AND SILT FENCES, PERIMETER PROTECTION, ETC.) 7. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED PROPER FUNCTIONING. 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR SEVEN (7) DAYS DURING THE DRY SEASON OR TWO (2) DAYS DURING THE WET SEASON, SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (I.E. SEEDING, MULCHING, NETTING, EROSION BLANKETS, ETC.). 9. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 10. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 11. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 12. 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 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. 13. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE KCSWDM. 14. MANAGEMENT PRACTICES PROVIDING SIGNIFICANT TREE PROTECTION (PER FWRC) SHALL BE PROVIDED ON THE ESC PLANS. 15. WET SEASON SPECIAL PROVISIONS, AS DESCRIBED IN SECTION D.5.2 OF APPENDIX D, KCSWDM ARE IN EFFECT'OCTOBER 1 THROUGH APRIL 30. PRIOR TO THE BEGINNING OF THE WET SEASON, ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. EROSION CONTROL & MAINTENANCE PLANNOTES: 1. RETAIN FLOATABLE WIND BLOWN MATERIALS ON SITE BY STORING ALL TRASH AND BUILDING MAT ERIAL WASTE IN ENCLOSURES UNTIL PROPER DISPOSAL AT OFF -SITE FACILITIES. CHECK ADJACENT AREAS DAILY AND PICK UP CONSTRUCTION WASTE MATERIALS AND DEBRIS THAT HAVE BLOWN OR WASHED OFF SITE. 2. PERMANENTLY STABILIZE ALL SURFACE AREA WITHIN AND ADJACENT TO THIS SITE THAT IS DISTURBED BY VEHICLES, GRADING AND OTHER CONSTRUCTION FOR THE PROPOSED FACILITY. STABILIZATION IS OBTAINED WHEN THE DISTURBED SURFACE IS COVERED WITH STRUCTURES, PAVING AND OR PERENNIAL VEGETATION HAVING A UNIFORM COVERAGE DENSITY OF AT LEAST 70%. STABILIZATION OF ALL DISTURBED AREA IS REQUIRED BEFORE TERMINATING MAINTENANCE AND REMOVAL OF EROSION CONTROL MEASURES. 3. CONTRACTORS SHALL INSPECT POLLUTION CONTROL MEASURES AT LEAST ONCE EVERY 14 DAYS AND WITHIN 24 HOURS AFTER A STORM EVENT OF 1/2 INCH OR GREATER. DAMAGED MEASURES THAT PROVE TO BE INEFFECTIVE SHALL BE REPLACED WITH MORE EFFECTIVE MEASURES OR ADDITIONAL MEASURES WITHIN SEVEN DAYS. REPEATED FAILURE OF A CONTROL MEASURE REQUIRES INSTALLATION OF A MORE SUITABLE DEVICE TO PREVENT DISCHARGE OF POLLUTANTS FROM THE CONSTRUCTION SITE. 4. INSTALLATION OF ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY THE CITY OR STATE. CONTRACTOR TO VERIFY REQUIREMENTS PRIOR TO BEGINNING ANY WORK ON PROJECT SITE. 5. CARE SHALL BE TAKEN TO MINIMIZE THE ENCROACHMENT OF SEDIMENT INTO ALL STORM DRAIN APPURTENANCES, PUBLIC STREETS, AND ONTO PRIVATE PROPERTY UNTIL IMPERVIOUS MATERIAL (ROAD/PARKING AREA SURFACE) IS APPLIED OR UNTIL PROPOSED LANDSCAPE HAS BEEN ESTABLISHED. 6. REFER TO 2/C4 FOR COMPOST SOCKS. 7. ALL GRASS SLOPES WHICH EXCEED 3:1 (H:V) SHALL UTILIZE CONTECH CONSTRUCTION PRODUCTS PERMANENT TURF REINFORCEMENT MATS C35 OR APPROVED EQUAL. MATS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND STANDARDS. CONTRACTOR SHALL COORDINATE INSTALLATION INSPECTION WITH MANUFACTURER. STAGES OF CONSTRUCTION: 1. CONTRACTOR TO PERFORM DETAILED SITE INSPECTION TO LOCATE ALL EXISTING UTILITIES AND VERIFY ANY POSSIBLE CONFLICTS WITH PROPOSED IMPROVEMENTS PRIOR TO BEGINNING ANY CONSTRUCTION. CONTACT OWNER WITH ANY CONFLICTS. 2. INSTALLATION OF CONSTRUCTION ENTRANCE. 3. INSTALLATION OF EROSION CONTROL FENCE. 4. DEMOLITION OF EXISTING SITE IMPROVEMENTS. 5. REMOVAL OF EXISTING PAVEMENT ON THE SITE. 6. INSTALLATION OF ALL STORM WATER DRAINAGE IMPROVEMENTS. 7. ROUGH GRADING. 8. CONSTRUCTION OF NEW SITE IMPROVEMENTS. 9. FINAL GRADING. 10. PLACEMENT OF FINAL LANDSCAPING ITEMS AND SOD. 11. REMOVAL OF EROSION CONTROL FENCE. LAND DISTURBANCE: TOTAL PROPERTY AREA=1.051 ACRES TOTAL DISTURBED AREA=1.20 ACRES .,-' '? R = 25' MIN. 00. �y INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS 50�28gp5 I, �SG�,y PER KING COUNTY ROAD STANDARDS U tE Z S 0 0 �CgGD v , '2 a� a LOT A, CITY OF FEDERAL WAY Iva ` ' R ; 4"-8" QUARRY SPALLS )90 ZONE COMM�IRCriAL ENTERPRISE BOUNDARY LINE ADJUSTMENT t 99-0005, 1 fi s`0 boy_ �i �! /- / \ EXISTING BUILDING KC INVEST'.'E'�+TS LLC VOL. 140, PGS. 243�243B,NREC,tK 200010099 0005 y ' / NEB o 1- r �N �r -_ , Qj n I GEOTEXTiLE i \ (BANK) 34600 PACIFIC I•IIGHWAY S. _ 2� 1 v B Nt< ASpNp1 '' \1 `I 11 / J / T.L. NO. 20,2104-9064 1 STORY WOOD FRAME 1�� NO BASEMENT - _ - - _ - / , 1 \4 , yNO � - 2 G" ;` SDP1H I �' QFR`� ____- - - A�FIALT L� ' - l TO BANNER BANK / \ `; � _ 9C' - -••- --.__ �1 - ram- � CONC. WAL�------- � o s „ i , Jµ � - - _ i �n � /, 0 / I _ C. WALK CURB CUT 8"S33 12 46 W / - CURB CUTS - 9G' \ - / CONC. VERT. CURB ` 2 `-�. g2 a U- / ! y 2 8" D - �� i » - ASPHALT DP.IVEWAY - WATER FA' ILITY ESMNT --- S70 2.4 59 E 258. 68 Iw 7 --- L E LOT LINE CB '�,.o ...�■ NO. 2008 228000018 R;�---- / � C8� EX. tA�N�LT DRIVEWAY �� L_�, w WSJ rs I 62.00' _ r,rK .ZsO-`29iyONC. VERT. CURB -.-- 50.00' 5' t , B / ICOS W i i _ .� . - --�_ IATER ✓ ACII I / _ 2 L �\ i K .z �� /� ` / q�� -289 -_ _ ----- -- ii� p p ' . .... -w r r - -� , (--•, ... ... -G g .:p.0 Q.O. T3.. ......'.... � i / �' _ _ - - - - -g._ -� _ � / y � , �, ro � �,• c. . W I O.fl.. �..... / / f. _ Qn p 3 ;. o C7- /so .....a C?� � .o.'C?� �-� . `.. • � `' a r ` oT" n�'• - '.'....F'CO.�.. .... 00 N o 0 Reill y Auto Party _ _ _ _ _ _� I , �� o ENTRANCE // SQ. FT. �7, 630 / o lbOOR FLOOR ELEVATION 289.00'(F.F.E.ON/ a o � � G6 <�. SUCCEEDING SHEETS TO BE 100.00) 0 / _ / ,� i , r i ! ..: •FFP.:'.... .• .......', .. _ � � _, ._ _ I i.... .. _2g6_<<- ....... .. / L / 1 --�i 7• .•3 -. ✓ - �^':__ i OP OP t 3 Z o / N- � SSG I i /. ` EtE.....:................ E(GRESS DEALER TRASH.:'. ti. 50.OD' OS E MN I , .. ,J I OP / t? .. // OAR DOOR/ ;. PAD ` I I S I .... .. �/ ... o / , I / ., N I ;,� [tN11 a .67 100 /' .. / /I I P.. 7.. , 5 i I CB \ , / ''. I\ /�. 2 �- -'28n -! \ . .. ... ... .. .. ✓ - 8- CUJ ,r 2 S67'10'3. "E 50.00 , \z _ _ _- -_ , . .... t .. .. . \ ONG 8 Fl s\� ... .. . ` ... .. e Q ��.... .. .. ...... .. .. ... ....1 ... QV. .. i. ✓ i / - ,,AA ,FFP "... �.� _.- ...... ............ ...... ... ......... .. ... .. Z....... �.. cp z' �. � ' � ...... �:.:.�..- .. ............ .... FFP .. ....... .. ........ .... ... .. � - � coo - c y vc n��2 2 OS ` :L N 286 285 I jLIr -284- - - - - - ;t J/ / r �Ic l( ' Csch OS L'`�...�.. l`�'i`�j� �rGYG c� R,,�� }`J / / i /✓y /� ZONE COMMERCIAL ENTERPRISE - 2 y ' + ( (G �N' G 7' w ; REFER TO SHEET OWNER: _ �� 15y� i,� '� `\',` ti GPS< ��Ovj / /i j ��G KC IPYNESTMErN ' c� � \ \ / // ! . / / / %l; ��ES . CC1 FOR PUBLIC 1 ` 1 til ` _ -_ J r34r720 PACIFIC HIG W `�/� t `� T /• .� "' IMPROVEMENTS _ _-283- T.L. NO. 20210A- 278 -_I- ---- ;t• oJ- ------ - aj ', - GO• g -F J� r�t� �1 }SJ �V}�R. LOT C, CITY OF FEDERAL WAY 1\ �. - lti cRj B UNDARY LINE ADJUSTMENT NO. 99-0005, N �` -COO ST. - W' / N ZO O Zd CFO 610 SITE GRADING PLAN C1 SCALE: 1" = 20'-0° ORARiVo 66M..E "" r'j' 12" MIN. THICKNESS 3�L ' L' 144TH ST S. 3487-H SL34 It rl ww i� IS / NOT j F0 1 SCALE VICINITY MAP AS PER KING COUNTY ROAD STANDARDS, DRIVEWAYS SHALL BE PAVED TO THE EDGE OF R-O-W PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD PROVIDE FULL W10TH OF INGRESS/EGRES� AREA STABILIZED CONSTRUCTION ENTRANCE SCALE: NOT TO SCALE STANDARD STRENGTH FILTER FABRIC CATCH BASIN NOTE: ONLY TO BE USED WHERE PONDING OF WATER ABOVE THE CATCH BASIN WILL NOT CAUSE TRAFFIC PROBLEMS AND WHERE OVERFLOW WILL NOT RESULT IN EROSION OF SLOPES. GRATE STORM INLET FILTER FABRIC PROTECTION SCALE: NOT TO SCALE KCSWDM EROSION CONTROLCODE OS COMPOSTSOCKS REFER TO DETAIL 2/C4. C E STABILIZED CONSTRUCTION ENTRANCE. REFER TO DETAIL 3104. CDSO DISTURBED AREA STABILIZATION (WITH SODDING) DISTURBED AREA STABILIZATION SE (WITH TEMPORARY & PERMANENTSEEDING) DRAIN INLET FILTER OSTORM FFP FABRIC PROTECTION. REFER TO DETAIL 4/C4 OP INSTALL 5'X5' RIP RAP PAD. OUTLET PROTECTION ST SEDIMENT TRAP WAl-ER FLOW AV- NORK AREA 2`x2" WOODEN STAKE tr iLTREXX0 S:L.T OXX- (12" 13" TYPICAL; l SEDIMENT TRAP, DESIGN SURFACE AREA (SA) SA = FS*(Q2/Vs) SA = 2 * (0.356/0.00096) = 741.67 SQ- F'T 1 SEDIMENT TRAP PROVIDED = 2274 SQ. � } ONE CAC SY�,� Q 610 n S �L BEF�RO CITY"'S INSPECTION PHONE NUMBER 253-835-2700 WORK AREA _ f fjj j � ( I N � z��1 Z c0 O f � � 1 � Z ter' I Lu D_ z I w 0co io ~Q `n c jy o _ +Z O U) d Uj cj) co z i o U) Q z 5 w Ld 0 z j E W F- W CL 0 IX :' Q N z w j= Ln L z0 z m U 1 1110° N 0 Z 0 o �' O C7�Q Z z v 3:1 W N O LW STAKE ON 10' LINEAL SPACING AREA TO BE PROTECTED FiLTREXX®R COMPOST aILToO/\!! FILTREXXU SILTSOXX I'm PLAIN VIEW AREA TO BE PROTECTED FILTREXXO SILTSOXXT"' SECTION 3„ • -4„ 12"* NOTE.: 1. ALL MATERIAL TO MEET FILTREXX® SPECIFICATIONS OR APPROVED EQUAL.. 2. SILTSOXXTM COMPOST/JSOIUROCK/SEED FILL TO MEET APPLICATION REQUIREMENTS. 3. SILTSOXX'"' DEPICTED IS FOR MINIMUM SLOPES, GREATER SLOPES MAY REQUIRE LARGER SOCKS PER THE ENGINEER. 4. COAhPOS l' MATERIAL TO BE DISPERSED ON SITE, AS DETERMINED BY ENGINEER. F2 COMPOST SOCKS C SCALE: NOT 7`0 SCALE yj S MB LS LEGEND REFER TO SURVEY (SV1) FOR EXIST ZING CONDITION SYMBOLS LEGEND AND SITE COS: rRCIL, - - - L88- - - EXISTING GRADE! INES �- _-�'-- ^--� � TEMPORARY BENCHMARK; PROPOSEt ":'EW GRADE !-IINES _ I TOP GRATE OF SOLID CATCH BASIN I NEAR NORTHWEST CORNER OF PROPERTY ELEV=287.91 FT. (NAVD 88) 288- �,- NEW BUILDING CONSTRUCTION NEW POLES! VN LOCATION 'TEMPORARY EROSION ( CONTROLFENCE - >--._i_-- SURFACE FLOW ARROW -=1 NEW CONCRIETc_ PA`•i ING BLOCK PERMIT NO.-13-100296-00-CO _ MITTE® JUL 012013 APPROVED ERAL WAY CDS K::iATE 5� Y ii :�jU t`vt fez as I~ V5 *0 � N v ei C4 w 00 00 it t4 � v a� w cz E0 cc E a' tom!Cc Ili ONE11 a� ® W • o 0 c � 0 R a� ssa •� M h+ s. C, ... CAM Mo Nk 0 CL LAJ ? u C} y„.} LAJ ct 'C,;1 LAJ c) m hr, N 0 Lo (o 0:D Uj co of W Q 0 = W � ~ U_ c\1 00� + ur 00 I� W co _T COMM V- 3371 DATE: 11-30-19 REVISION DATE: 1-17-13 - _ 5-16-1.3--- 6-20-13 NEENAH R-4880 (2.5 SQ. FT OPEN AREA MIN.) INLET GRATE WITH NEENAH R-4899 ANGLE FRAME g„ 11 VARIES MIN 221 ,. 36„ r < 4'x4' CONCRETE INLET WITH CUSTOM TOP LID. ALL 48„ CONCRETE TO BE L _ MIN 3,000 PSI AT I 28 DAYS. ALL STEEL END VIEW TO BE fY= 60,000 PSI. NOTE: MIN. #4 BARS @ 12" O.C. (ALL WALLS VERT, HOR, & SLAB) 1x4 AREA INLET C5J SCALE: NOT TO SCALE DETENTION NOTE: 'E- BAR 1. DETENTION SIDE FOR WALL IN DETENTION 2. "E" & "F" BAR TO BE '.•. a "F" BAR CENTERED IN WALL w CLEAN GRAVEL -��- BACKFILL WITHIN 2'-0' OF WALL .. COMPACTED SUBGRADE AND •:.•.. GROUND LINE BACKFILL / a 3:1 SLOPE C TYPICAL D c' M m "1G" BAR'Q a' NOTES: C0NTR0L JOINTS \jI 1. RETAINING WALL DETAIL TYP. FOR PARKING LOT WALLS. SEE SITE PLAN FOR LOCATIONS. 2. LENGTH AND PLACEMENT OF ALL BARS SHALL PROVIDE FOR 1-1/2- CLEAR TO FORMED OR FINISHED EDGE OF WALL OR FOOTING AND 3" CLEAR AT BOTTOM OF FOOTING. 3. MODULAR BLOCK WALL CONSTRUCTED IN ACCORDANCE WITH MANUFACTURERS STANDARDS MAY BE SUBSTITUTED FOR CONCRETE WALL WITH APPROVAL OF ENGINEER. 4. CONTROL JOINTS (3/4' DEPTH) SHALL BE SET IN RETAINING WALL AT 20' O.C. WALL HEIGHT (A) B C D E F G UP TO 3' 12" 1'-0" 2- #5 0 12- #5 012" #5 ®12" 3' TO 4' 12" 1'-0" 2'-2- #5 ® 12- #5 0 12" #5 012" 4' --Toe 12" 1'-6" 1 3'-2' 1 #5 ® 12- #5 0 12" 1 #5 ® 12" (� RETAINING WALL C5 SCALE: NOT TO SCALE SURFACE COURSE 4i},n,.NA SURFACE COURSE ILI DISCHARGE PIPE SCALE: NOT TO SCALE .RESE R V 0 1 R FIG- RL 5,3a.I.E WEIR SECTIONIFOR EA1E.RGEN,C:Y OVERFLOW SPILLW.k DISCHARGE �m�r�+5i�c~ �Lr�rflcW � Overflow, PIPE water sulgace mvater ` a wrface Z rnin • I -I .......... _ ruck lining r L pe r Table 4.4. i _A STORMFILTER DESIGN NOTES I STORMFILTER TREATMENTCAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. THE STANDARD M.hNHOLE STYLE IS SHOWN WITH THE MAXIMUM NUMBER OF CARTRIDGES (4). VOLUME SYSTEM IS ALSO AVAILABLE WITH MAXIMUM 4 CARTRIDGES. 060" MANHOLE STORMFILTER PEAK HYDRAULIC CAPACITY IS 1.0 CFS. IF THE SITE CONDITIONS EXCEED 1.0 CFS AN UPSTREAM BYPASS STRUCTURE i OUTLET IS REQUIRED. j A SUMP a• CARTRIDGE SELECTION :s CARTRIDGE HEIGHT 27" 1 18" _LOW DROP A RECOMMENDED HYDRAULIC DROP (H) 13.05' 1 2.3' 1•8 M. `_W L _ OUTLET' SPECIFIC FLOW RATE (gpm/sD 2 9Pm/ft' 1 gpm/ft2 2 gpm/W 1 gpm/ft2 2 gpm ft' 1 gpmlft. - ' - T CARTRIDGE FLOW RATE 1 22.5 1 11.25 15 7.5 10 5 INLET 60" I.G. MANHOLE •`' STRUCTURE l (72') O.D. i TOP SLAB ACCESS SEE FRAME AND COVER DETAIL PLAN VIEW STANDARD OUTLET RISER FLOWKIT: 41A CONTRACTOR TO GROUT TO FINISHED GRADE GRADE _ RING/RISERS FLOATABLES BAFFLE STORMFILTER I CARTRIDGE {f I Lu SCL Carp -'` 0>Z INLET PIPE P§ J J r Z D Ala O I o=O FLOW KIT HOPE OUTLET RISER OUTLET SUMP SECTION A -A The Stamwa Ma,"gmrtnt StormFilter' 3 STORMFILTER DETAIL C5 SCALE: NOT TO SCALE FRAME AND COVER (DIAMETER VARIES) N.T.S. I GENERAL NOTES I 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. DIMENSIONS MARKED WITH () ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. 3. FOR SITE SPECIFIC DRAWINGS WITH DETAILED VAULT DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.contechES.com 4. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. 5. STRUCTURE SHALL MEET AASHTO HS20 LOAD RATING, ASSUMING EARTH COVER OF 0'- 5' AND GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEET AASHTO M306 AND BE CAST WITH THE CONTECH LOGO. 6. FILTER CARTRIDGES SHALL BE MEDIA -FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE 7-INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 39 SECONDS. 7. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA (sq ft). INSTALLATION NOTES 1. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE -SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER STRUCTURE (LIFTING CLUTCHES PROVIDED). 3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. 4. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET PIPE(S). 5. CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB. STORMFILTER EQUIPPED WITH A DUAL DIAMETER HDPE OUTLET STUB AND SAND COLLAR. IF OUTLET PIPE IS LARGER THAN 8 INCHES, CONTRACTOR TO REMOVE THE 8 INCH OUTLET STUB AT MOLDED IN CUT LINE. COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR. 6. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION -RELATED EROSION RUNOFF. 0Ile- =®®�NTECH` ENGINEERED SOLUTIONS LLC 9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069 800-338-1122 513-645-7000 513-645-7993 FAX NOTES: L=5FEET H = 0.2 FEET 1 EMERGENCY OVERFLOW DETAIL SCALE: NOT TO SCALE ONE CAQ n Q� S y C�<< BEFaR� CITY`S INSPECTION PHONE NUMBER 253-835-2700 removable watertight coupling or flange I n N z Z `0 �o J � r► w Lij � w 0 W � W Wt„ i O Co 0 (L CEO 0 Cl) W • m W W o DC w C, Z Z MwZW W O Z 0_ > R w LLI 0 a fir/ _ 00 i °Z w i= Y L0 J U) in C) ° N 0) w " of0 C)§ a I-- z Z d � m Z W N � o 5.3.4 CONTROL, STRUCTURES - DESIGN CRITERIA FIGURE 5a3.4.A FLOW RESTRICTOR (TEE) 2" min. •� elevation per plans 1' min. under paverrnant 16" max, 6" min. max. ,late welded to elbow- 6" min. with orifice as specified elbow,astrictor, see detail ELBOW REST_RICTOR DETAIL P1 see `�� __-_-- _NTS __-_- -- 11.5 x D '`�¢''� _•� �ra''•�in-.' - t sue notes i & 6 21 invert and eievatiurl ---- I i E c�er pie. E iv 12" 12' I with cr,rifiee diameter <;.S specified (not needed i, for spill control cni,' SECTION A -A ISOMETRIC NTS NTS 2' min. clearance to any portion of Prop-T including elbows frame & solid cover marked "DRAIN" with locking bolts see note 3 & KCRS dwgs 2-022, 2-023 4 vertical bar grate for secondary inlet handholds, steps or ladder see KCRS dwg, 2-006 IWO , shear gate with control rod for cleanout/draln trod bent as required For vertical alignment with covar) see KCRS dwg. 2-026 A A NOTES: \ i. Use a mimimum of a 54" diameter type 2 catch basin. 1 l t PT u 2, Outlet Capacity: 100-Year developed �`� �' `Jangle as 3. peak flow. \ necessary Metal Parts: Corrosion resistant. elbow restrictor l see note 7 addtional ladder rungs Non -Galvanized arts erferred, see detail 2' min. / P p (in sets) to allow access o tanks or vaults when Galvanized pipe parts to have asphalt _ catch Is filled with water , - treatment 1. 4. Frame and ladder or steps offset so: A. Cleanout gate is visible from top. S. Climb -down space is clear of riser and PLAN VIEW c!eanout gate. _ C. Frame is clear of curb, NTS 5. If metal outlet pipe connects to cement concrete pipe: outlet pipe to have smooth O.D. equal to concrete pipe I. D. less ;". 6. Provide at least one 3' X .090 gage support bracket anchored to Wricrete wail. (maximum 3'-0" vertical spacing) 7. Locate elbow restrictor(s) as necessary io provide minimum clearance as shown. 8. Locate additional ladder rungs in structures used as access to tanks and vaults to allow access when catch basin is filled with water. 9. Tee shall be constructed of aluminum CMP or aluminized steel !AMP meeting WSDOT/APWA standards, 2009 Surface Water Design Manual NOTES: ORIFICE 1 = 0.65 INCHES, HEIGHT = 0 FEET ORIFICE 2 = 1.90 INCHES, HEIGHT = 2.0 FEET 1/9/2009 5-39 2 IFLOW RESTRICTO TEE C5j SCALE: NOT TO SCALE PERMIT NO. 13-100296-00-CO RESUBMITT20I APPROVED ( CITY OF FEDjEPjkt W4,y DATE `VI o � n kirs 46065 0o r.rt I~ Let `c 0 u�N6, o M � N N %C %p 'Ct 00 00CC 'y CCJAW h•a E� '� E � fx C Ir e ati H H i w 'GiA a M � Ir c m V 0 OLAJ ly q C-) J IL-L-1 ZZ O C-4 I\ Lu L$ � m � N O 00 tj') ZW O::) •� Q)0LLI IU)- l � _ ti I- LL N (D 0 cf)Z 00 L � 11 N U) d' COMM # 3377 DATE: 11-30-12 REVISION DATE: 5-16-13 6-20-13 C5 0 f 5 fif zz) Uj u, w &) Z ui M N c, pN S• a SpnAN 2Sg 20 (1a�r c019 ' E i R�M� 8k p5 ��8 G°NG, I o- �! �I I 1 I I o- I i G I I r I I WATER FA ILiTY ESMNT NO. 2008 228000018 �.-- ZONE COMMERCIAL ENTERPRISE.. OWNER: EXISTING BUiL0ING KC INVESTMENTS LLC (SANK) 34600 PACIFIC HIGHWAYS. 1 STORY WOOD FRAME T.L. NO. 202104-9064 NO BASEMENT 4 CONC. ®SDMH CONC. WALK e e 8 e e LOT A, CITY OF FEDERAL WAY 0 JQb4 BOUNDARY LINE ADJUSTME_'NT 99--0005, 1 5t / PN� i V- VOL. 140, PGS. 243-24NREC200010099 0005 �R SPNK � i.fV� - e P tiNG N >W o PARS f ASPHALT DRIVE PS P I TO BANNER BAN '04i-z I; CURB C , CONC. WALK -- , CURB CUT 8„ �IJ 1 2 41J, _ -' ' / ' ; S7 24'59' E 258. 68' c8 ASPHALT DRIVEWAY Ls � o -� RIP IRRIGATION NOTES I. ALL PLANTER BEDS SHALL BE IRRIGATED WITH AN INLINE EMITTER DRIP LINE IRRIGATION SYSTEM, HUNTEROR APPROVED EQUAL. ALL TREES IN THE NOTED AREA ARE TO BE IRRIGATED AS PER DETAIL. THE o CONTRACTOR IS RESPONSIBLE TO INSTALL THE DRIP SYSTEM A5 PER MANUFACTURER'S RECOMMENDATIONS 1�Z AND THE FOLLOWING REQUIREMENTS:A. AN INLINE EMMI I I DRIP LINE TUBING SHALL BE USED. THE EMITTER SPACING 514ALL BE EIGHTEEN 11 INCHES (18") AND THE EMITTER FLOW5 ARE TO BE .43 G.P.H. LATERALS SHALL BE SPACED AT SS�i� 8" PVC EIGHTEEN INCHES (15"). - -- - - B. A FILTER WITH A TRIFLUREX RING SHALL BE INSTALLED ON EACH ZONE. THE FILTER SHALL BE INSTALLED IN GONJUCTION WITH AN ELECTRIC REMOTE CONTROL VALVE AS SPECIFIED (SIZE AS NOTED ON 5GHEDULE). THE FILTER MODEL 5HALL BE A 3/4" 150 MESH D156_FILTER (HY075). SEE DETAIL. ♦ ` ,LnpE Ep5 C. ALL ZONES SHALL BE INSTALLED WITH A LINE FLUSHING VALVE. INSTALL WITH COLLAR. SEE DETAIL. ` 15 . ER1.�NEpO�`�0 D. ALL ZONES SHALL HAVE AN AIR/ VACUUM RELIEF VALVE, SEE DETAIL. THESE SHALL BE INSTALLED AT ♦ ` WP012°3 THE HI5HE5T POINTS WITHIN THE ZONES. ♦ ` �' 2° E. ALL TUBING SHALL BE STAKED DOWN WITH TL56 SIX INCH (b") SOIL 5TAPLES TO PREVENT EXPOSURE ` ♦` A 6 ,O OF PIPE THROUGH MULCH, SEE DETAIL. \ ®; ♦_, 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO INSTALL THE DRIP SYSTEM 50 THAT THE OPTIMUM AMOUNT INSTALLED AT ALL OF HATER 15 (ED TO TREES PLANTED WITRE THE HIN HEALTH PLANTER BEDS TOINSURE PROPER WAIAL. EXTRA S AIF RE TO BE ` ♦ \ ♦Q 8, g 09 NECESSARY. ♦' u 3. THE CONTRACTOR 15 RESPONSIBLE TO 50HEDULE A MEETIN5 WITH THE LANDSCAPE ARCHITECT AND THE ` ♦ ` OWNER`S REPRESENTATIVE BEFORE PROCEEDING WITH ANY IRRIGATION INSTALLATION IN ORDER TO REVIEW WORK TO BE DONE. NO GHANGE5 IN MATERIAL SPECIFIED OR TO THE DESIGN OF THE SYSTEM SHALL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE LANDSCAPE ARCHITECT. 4. ALL PVC LATERAL LINES FROM VALVES TO HEADERS ARE TO BE BURIED AT MINIMUM DEPTH OF TNEL.VE ' INCHES (12"). SIZE AS NECESSARY. (SEE PIPE SIZING NOTES ON THIS SHEET)® 5. AFTER INSTALLATION OF THE IRRIGATION SYSTEM THE CONTRACTOR 15 RESPONSIBLE TO PROVIDE THE OWNER WITH A5-BUILT DRAWINGS AND INSTRUCTIONS FOR MAINTENANCE OF THE DRIP SYSTEM. {r�1 5. PROVIDE DRIP LINE TO ENSURE EACH SHRUB AND TREE RECEIVES ADEQUATE IRRIGATION. BURY DRIP LINE AT 4" MIN. TO HIDE FROM VIEW, LOCATE DRIP LINE TO MINIMIZE THE NUMBER OF EMITTERS REQUIRED, ADJUST DRIP LINE LOCATION TO�OBTAIN gCOMPLETE COVERAGE. REFER TO NOTES FOR SPECIFICATIONS. 20) PSE S 20 ; �N K •M •S p1 .M00 P00 100 FNp 1 .� 3 h - ♦ ` r 100 jr ,�- rno�� 1 IRRIGATION PLAN I r L2 SCALE: 1" = 20'-0" I I , = 1 0 , iq9 M, i Wj.'z 1*1 I. t7T!V11=M Ut:S15N I ^A ON THE A55UMPTION OF THE AVAILABILITY OF 2b (5.P.M. WITH 55 P,5.1. AT THE SOURCE AND 40 P.5.1. AT THE HEADS. 2. AL I LATERAL LIhLS THAT ARE N0% LAB>=LED SHALL BE 3/4" DIAMETI=R. 3. OF ANY DEMOLITION OR CONSTRUCTION OPERATIONS. ANY DAMAGE TO EX15TINC5 UTILITIES SHALL BE CONTRACTOR'S RESPONSIBILITY. 4. COORDINATE ALL IRRIGATION INSTAL.LATiON OPERATIONS HITH CIVIL, MECHANICAL, AND ELECTRICAL EN&INEERING SHEETS. 5. CONTRACTOR 5HALL COORDINATE INSTALLATION OF IRRIGATION CONDUIT AND SLEEVES UNDER HARD 5URF-ACE-5 WITH RESPECTIVE GONTRAGTOR5. b- ALL SLEEVE -5 SHALL BE INSTALLED AS PART OF IRRIGATION CONTRACT, APPROXIMATE LOCATION OF SLEEVES ARE 5HOAN ON THE IRRIGATION PLAN, FIELD VERIFY LOCATION. ALL ENDS OF SLEEVES SHALL BE TAPED-.) OR CAPPED AND MARKED WITH A 2"X 4" PAINTED STAKE EXTENDING TO 24" ABOVE GRADE. STAKES SHALL NOT BE REMOVED UNTIL THE IRRIGATION SYSTEM 15 COMPLETE. ALL SLEEVES SHALL EXTEND A MINIMUM OF 15" BEYOND BACK OF CURB OR EDGE OF PAVEMENT. PROVIDE COMPACTED BACKFILL AS NECESSARY AT HARD SURFACE LOCATIONS. 7. GONTRACTOR 5HALL OBTAIN AND PAY FOR ALL PERMITS AND FEES REQUIRED FOR THIS WORK. 8. IRRIGATION CONTROLLER(S) ARE TO BE LOCATED AS SHOWN ON THE PLAN. CONTROLLERS SHALL BE WIRED TO POWER SUPPLY BY A LICENSED ELECTRICIAN PER LOCAL GODE5. IRRIGATION CONTRACTOR TO PROVIDE ALL REQUIRED CONNECTIONS TO 24 VOLT IRRIGATION CONTROL WIRE INSIDE THE BUILDING THROUGH APPROPRIATE 51ZED CONDUIT. o cl. ALL HEADS ARE TO BE 4" POP-UP IN LAWN AREAS AND 12" POP-UP IN SHRUB AND GROUND COVER o AREAS. IRRIGATED AREAS GONTAINING VEGETATION WHIGH POTENTIALLY MAY IMPEDE Q PERFORMANCE OF A 4" POP-UP SPRINKLER? ARE TO BE REPLACED WITH A 12" HIGH POP-UP CONC. y WALK SPRINKLER. o 0 10- ALL FLEGTRIGAL WORK TO MEET CYO EXCEED N.E.G., STATE CODES, LOCAL GODE5, AND N 3 -A { MANUFACTURER'S RECOMMENDATIONS. N m_ IL. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL ROCK AND DE BRI5 BROUGHT TO THE SURFACE AS A RESULT OF TRENCHING OPERATIONS. z 12. -A V"\ - CONTRACTOR SHALL. REFER TO SPEaFIGATION5 AND DETAIL DPANING5 FOR ADDITIONAL -A o -� N ;o Z - I3. REQUIREMENTS. ALL 24 VOLT POWER HIRES SHALL BE #14 AWG GOPPE 2 ALL ABOVE GROUND 120 VOLT AND 24 z o cn o Z O - N � VOLT WIRE SHALL BE IN PVC, CONDUIT. ONE POWER HIRE SHALL BE PROVIDED BACK TO THE c -Z � ALL COMMON HIRE55HALL BE #12 AY�G COPPER. ALL 24 VOLT FOR EACH OGETHER 0 WIRES SHALL BE TAPED TNTROLLER AT TEN FOOT (110' 09 INTERVAL5.VE. -4. N �Z y 14. INSTALLATION SHAD COMPLY WiTH ALL NATIONAL, STATE, AND LOCAL LAW5 AND ORDINANCES. o o its o� c� Z r 15. IRRIGATION CONTRACTOR SHALL PROVIDE A COMPLETE A5-E3UILT DRAWING iN PDF FORMAT UPON _ ¢\ �Z y � y � -A o COMPLETION OF INSTALLATION AND PRIOR TO FINAL PAYMENT. z '� o \ r- �" N lb. o THE ENTIRE SYSTEM SHALL BE GUARANTEED TO BE COMPLETE AND PERFECT IN EVERY DETAIL -' w V" o Q \ v o FOR A PERIOD OF TWO YEARS FROM THE DATE OF ITS ACCEPTANCE; REPAIR OR REPLACEMENT G m s N o OF ANY DEFECTS OGGURRING WITHIN THOSE TWO YEARS SHAD BE FREE OF EXPENSE TO THE 77- � �" 0 A 0 E7. OWNER. AS \ y -A T PART OF TH15 CONTRACT, PERFORM AT NO EXTRA 005T WINTERIZATION AND SPRING START UP o O ✓ OF THE SYSTEM DURING THE GUARANTEE PERIOD (2 YFAR5). �`', 0 0 lb. ALL MATERIALS SHALLBE NEH AND WITHOUT FLAW5 OR DEFECTS OF THE QUALITY AND o\ T 0 o PERFORMANCE SPECIFIED, AND SHALL MEET THE REQUIREMENTS OF TH15 SYSTEM. USE MATERIALS ,G AS SPECIFIED, NO SUBSTITUTIONS SHALL BE PERMITTED WITHOUT PRIOR WRITTEN PERM15SION OF \ THE OWNER OR LAND5CAPE ARCHITECT. ° o ,19- w � IRRIGATION CONTRACTOR SHALL MAKE NECESSARY MINOR FIELD ADJUSTMENTS TO SPRINKLER N \ �, NOZZLES, SPRINKLERS, PIPE, AND OTHER IRRIGATION EQUIPMENT LOCATIONS TO FIT THE AS -BUILT o SITE. AD-IST HEAD AND PIPE LOCATIONS A5 REQUIRTO AVOID DAMAGING EXISTING TREE CREQUIRED ROOTS- ADJUSTMENTS SHALL ENSURE HEAD TO HEAD COVERAGE AND NOT OVERSPRAY THE BUILDING OR OTHER IMPROVEMENTS, 20. IRRIGATION PIPING LAYOUT 15 5GHEMATIC. WHERE LINES ARE SHOWN BELOW PAVEMENT ADJACENT TO LANDSCAPE AREAS, THEY SHALL BE LOCATED IN THE LANDSCAPE AREA UNIJ=55 SHOWN WITH A SLEEVE SYMBOL. 21. BASE PLAN AND LOCATION OF EX15TING EQUIPMENT ARE SCHEMATIC IN NATURE. FIELD VERIFY , ALL BASE AND EXISTING IRRIGATION ELEMENTS AND CONDITIONS PRIOR TO CONSTRUCTION AND ' PROVIDE NECESSARY ADJUSTMENTS. �5 22. IRRIGATION CONTRACTOR SHALL USE THE MANUFACTURER'S APPROVED PRESSURE REGULATING / MODULE AS SPECIFIED TO ADJU57' Z0 E OPERATING PRESSURES TO AN AVE RAGE OF 40 P.5.1. IN SPRAY ZONES AND 40 P.5.1. IN ROTOR ZONES. 3. ALL MAIN LINE FITTINGS SHALL BE KNRCO DUCTILE IRON PUSH ON TYPE UNLESS NOTED FOR 2 . LATERAL SERVICE. (ON 3" OR LARSER ONLY) IN THE EVENT OF A DiSCRE PANGY, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT. CALLOUT LEGEND 3 ER PHu• SV _ OG G� FP �0g5 X �0 R SNP �102 PPPg0)R. D �,� N°• 9 SpOJA " _ vERS' GARB CEPSE SPN�EPSS��021510 G 01- - -- '20 -"AMEN P EPSEM15 �3� - 5 S SE � 02 PIS WE � r��SNESP� 15�°36 - `-- 3r\J - - 2 i CONST. N N 60 -ERU° C°N° �v�l S�°RZ SYSTEM OPERATIONAL NOTES SYSTEM OPERATION: (based on historical climate) CONTROLLER SETUP: A cycling technique will be used for application of water, each station run time will be applied with three (5) different start times. Therefore station run times reflect one third (11% the total application. Peak water application will require Irrlgoilon every night. Set controllers for start time #1 at 7:30pm., start time #2 at 12:00am., and start time #3 at 5:30am. Extend water windo if required to meet peak water requirements. INITIAL STATION RUN TIMES: DRIP ZONES: SHRUBS - 30 MINUTE GYGL E-5. PRO -SPRAY NOZZLE SPRAY ZONES: TURF - 3 MINUTE CYCLES. MP ROTATOR NOZZLE SPRAY ZONES: TURF - 5 MINUTE CYCLES. SYSTEM BALANCING: As the system operates, some zones w111 be wet while other are dry. Adjust only those stations which require additional or less water. For example, if station T51, a 15turf spray zone to always dry, change the station T51 run time from fifteen (15) minutes to sixteen (Ib) minutes. Continue making adjustments until the zone moisture content Is acceptable. Use nozzle changes or nozzle screw adjustments to adjust wet and dry areas withh a zone. ZONE SCHEDULE ZONE # GPM PSI VALVE SIZE D I 8.30 I 30 P IGZ-101-40 D 2 0.52 30 1" IGZ-101-40 CIAI 30 1" IGZ-101-40 2 4 5.33 30 P IGZ-101-40 14.46 I 40 P ICZ-101-40 T52 14-% 40 I" IGZ-101-40 T53 15.42 40 1" IGZ-101-40 T54 15.51 40 P IGZ-101-40 I 11];I LjLM 14 2--," 1 L,-1 ME DRIP ZONE - DRIP ZONE AREA ONE AREA T iREE JJJJJJJJJ DRIP ZONE JJJJJJJJJ AREA TWO DRIP ZONE - JJJJJJJJJ AREA FOUR JJJJJJ_1JJ 2 Hk-0 Fritz Brackon :ATE NO. 1075 00 t29 C- Lft N O M V � r1N ae ,� LM w a� V H cc 1� I~ a� Wei •i� CO2�1 r„ o c00 �p ,C � rn i (/j O a, CL LAJ 1 GVNN>=C, I Nt:YV 1 1/4" MAINLINE TO STUB PROVIDED BY OTHERS IN THIS APPROXIMATE LOCATION. (FIELD VERIFY) SEE CIVIL PLANS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 2" WIRE SLEEVE. ROUTE TO CONTROLLER LOCATION PER LOCAL CODES AS REQUIRED. WALL. MOUNT IRRIGATION GONTROLLRR IN TH15 APPROXIMATE LOCATION AS REQUIRED. CONNECT 120 VOLT AS REQUIRED. ALL ABOVE GRADE WIRES SHALL. BE LOCATED IN APPROPRIATELY SIZED CONDUIT (2" MINIMUM). IRRIGATION CONTRACTOR 5HALL BE RESPONSIBLE TO COORDINATE WITH CERTIFIED ELECTRICAL CONTRACTOR FOR ALL ELECTRICAL CONNECTIONS. IRRIGATION CONTRACTOR SHALL ENSURE ALL. CONTROLLER OPTIONS AND ZONES ARE LOLLY OPERATIONAL AFTER TRENCHING HAS FINISHED. CONTROLLER LOCATION TO BE OWNER APPROVED. REVISE LOCATION AS REQUIRED FOR OWNER APPROVAL. 24" G ELEN67TH OFXTEND EXTRA HST IN (5 POINT, COIL SEPARATE VALVE i30XiMATELY AT TH15 LOCATION. (��J 5 INSTALL 'HUNTER' POLY FLEX RISER AT END OF DRIPZONE LINE ENSURE PROPER TO FUNCTIONALITY, NOZZLE WITH (TS-T-Q). O OGAP PIPE IN TH15 APPROXIMATE LOCATION. PROVIDE A WATER TIGHT FITTING. IRRIGATION MATERIAL LEGEND .� SYMBOL DESCRIPTION N C> 00 MP3K MP2K MP1K 'HUNTER' PRO5--Ob-PR540-GV, MP ROTATOR ® 0 0 G (D ® SERIES POP-UP SPRAY SPRINKLERS. NOZZLE CD AS MPI000'S UNLE55 OTHERWISE INDICATED. Z Of ® 'HUNTER' ICZ-101-40 ELECTRIC REMOTE CONTROL VALVE. SE ZONE SCHEDULE FOR ® 0 O fY Cl) Z VALVE SIZE. W U) 'H d ®� TER' REMOTE CONTROL VALVE LABEL (D Q d a- J d' GLASS 200 SOLVENT WELD PVC LATERAL � UJ 1=- E-LL N 1� e, LINE, SIZE AS INDICATED ON PLANS. Ur N PROVIDE ONE (1) KING DRAIN AUTOMATIC O Z DRAIN VALVE AT LOW POINT OF EACH 00 LATERAL.. ZONE. co � 1-1/4" CLA55 200 SOLVENT HELD PVC MAIN LINE. SCHEDULE 40 IRRIGATION SLEEVE, SIZE AS ---------- ------- ---- 6" SLV INDICATED ON PLANS. (Provide an additional 2" sleeve at all main line sleeve locations for control wires) COMM # 3377 GRAY SCHEDUIJ- 40 PVC FOR ELECTRICAL I CONTROL WIRES, SIZE AS INDICATED ON ------ PLANS. COORDINATE WITH ELECTRICAL. WILKIN5 GATE VALVE OR APPROVED EQUAL, DATE: 11-30-12 SIZED TO MATCH MAIN LINE. REVISION ! HUNTER 1-10-51-RG QUICK COUPLING VALVE DATE: 5-16-13 W/ HK-55 KEY, AND HOSE SWIVEL, SEE _ DETAIL. p (a-2o - t3 NIBGO MANUAL DRAIN VALVE, SIZE TO - Q MATCH MAINLINE, SEE DETAIL. I HUNTER i-GORE-120OM-55 12 STATION WALL MOUN 5TA1 OGKABI.E, 5OIAR-SYNG�jE�T SYSGTEM, SEE DETAIL. INSTALL WITHIN 40'-0" LL_ O�t OF I GG GO i 1 1-1/4" RTAX,195 f I" AGK FLOW PREVENTOR, 5BEM-TAIL. -- - B of 5 ! 0 GONC �I SOON 23g 2 t� 8 COG �) BOO RAM 28� 00 �� CpsCr v 'Zg SO LOT A, CITY OF FEDERAL WAY� * ; ``' a �i a ° 2g0 ZONE COMMERCIALENTERPRISE`NTERPRISE BOUNDARY LINE ADJUSTMENT 99-0005 t i"L �4O ` ° rn+ ki / BUILDING KC INVESTMENTS LLC VOL. 140, PGS. 243-243aN RE� EN& 2�00010099 0005 ''�- rI Jj f' 3 � � I EXISTING }C PL , _✓_ ;1 �� i S M o r / 34600 PACIFIC HIGHWAY S. ��N S�� I I' j l 1' / I \ (BANK} _ J T.L. NO. 202104-9064 STORY WOOD FRAME / A NO BASEMENT G - ' � \ SDMH k 'pFRKtiN �p _ -2 p' - �pNALT DRIVE -- // r' l /' �L1 ( - To BANNER BAN � �` CONC. PIS ,b 4 . %:y_ cNC� WA LK co ±r �C. WALK CURB CUT8» S 301246 W ' CUT 0- -- - --- - /- -- 7__ 4 1 G 2 I _ 29 / � corvc. vERT. CURS _ ,_�- L----- ` �.-92- ` I 8„ DI a- 29p_ _ _ �� - Z , �, ' CB ASPHALT DRIVEWAY WATER FA ILITY ESMNT ___ ____ Lam-__ - �- S70 24 59 E 258.68 -.,...� NO. 2008 228000018 - B �-:�--- LEA�E LOT LINE EX. ��HALT DRIVEWAY 288' CB -62.00' - r 1 �- SETBACK ,2g0- - -+ -2g oNC. VERT. CURB 50.00' 5' SETS `28 7+0 ~ � / / � i � � •'{� � � - - - .. - . - ...-t: �,� � � � / CO �� CIONC. !r✓gLlf ..o r' Al FACILI - - T 288(-- --------- -- - - 4 w'�-�dLL..1->-9 ,� O '� W �- -289 ' ! �� N Zc" WZCn / t , 'k / z O Z O O Cn - Lh -r / I t2 t!� � 7� 7p � I I I o 8- =- i f N a N �z LLs I t I / co O O '// Q G Z Z N:4-0 1 _ �o Nc N I t I •� 00 , ` ¢ ` O C��` $'►�i I W i _ k �2g�. Y.; / _ r W 00 \l It / 1 ZoTA-A285 � C� 0 Reilly Auto Parts - - - 9 - - 2�-r_ �'�_ o Or , : ti: 864 j`/� 86'4"// TRANCE //SQ. FT. = 7,630i a l S z `, / o f lDOORI di O O J U ,\ �,GO S� ' ' ' •`'' ' ' :>.�. es. / FLOOR ELEVATION: 289,00 (F.F.E ON / ti 86 i / SUCCEEDING SHEETS TO BE 100.00) o 10' ` _ - - �F - -286 '' ` / / -- -284 4 P P s N ; /EY EGRESS DE;4LER TRASH', _p� ` 00 E MN I / //DOOR / DOOR/ ,PAD R � 2$5 / ,N s y N• t t � � 285- 288 t-{y��O 287 285 S67'10'3. "E 50.00 \� CP v7' ,�1�-2,7 18p �y�// 16�2lb9 i /�� Co. 't-� N t / 286 _ �v Vti' //; , _ f , i , 2�0 / '- -- 28 28 l -''l /� n ' . is m t j y '-rs -' / ��-r�✓ � / - z- - - - - - -284- - - - - - - - `284 , �� "(}� Y //� '� t G 10 �y�S'ti /� 1 �5 k 4 ck- 10' ' - J l�,L ' i ZONE COMMERCIAL ENTERPRISE - ' - ` 7 7' WI w ; REFER TO SHEET OWNER: _ d ' - CC1 FOR PUBLIC KC IIbLVESNEN- IMPROVEMENTS-34-720 PACIFIC HIG ,CANT / C .283- T.L. NO. 202104- _ W CNI LOT C, CITY OF FEDERAL WAY �E `� Y 0 i I I CNB UNDARY LINE ADJUSTMENT NO. 99-•0005, / � _-CONST. os" - ,cn l , SITE DETENTION PLAN CC i SCALE: 1 " = 20'-0° Vjv E-- W LL z 0 Uj W 288 , 284 282 280 I ( TOP 286.5 THIGH RETAINING WALL STORAGE 285_5 TOP=286.0 BOTTOM=283.0- I -- --J ------I I w I I�z - - BOTTOM 283.0 ---------------- w' ©----------- -I!, I la I ------!-----------.._.� I II� 1 0+00 0+50 STATION (FEET) Lei SCALE: NOT TO SCALE 288 0. GIN 1f'-" 5 / I /� GANG' v ; _ P'� 1` -; O gowk w • , l ,}PEA- 5; SSE?O2A , o J g��1$ o �o , - THIGH RETAINING _ _ _.__-._..------ TOP=286. I 3' HIGH RETAINING WALL TOP 286_5 �- - -- I OP 286. - - - I BOTTOM=283.0 ( TOP=286.0 286------I---------------+---- ----BOTTOM=283,.0 W- - - - - - - - - - StfORAGE285.5- W LL- - ------------- Z I I p284------f------------------ i-------------_____-_ � -- � I � Z ------I-- 601TOM283.0 W I I ( n- -o----- J 282--------I-------------------I----------------- ___ -.� _----- -�� W ! l -- ------------------- ----- ----- -- ----- _ _ ---- ---- e 280 1 +00 0+00 0+50 STATION (FEET) C_3_ CROSS SECTION B-R' CC SCALE: NOT TO SCALE 1 +00 1 +50 f W 286 U_ z O 284 1 Q W ,J 282 W 280 288 W 286 U_ z O 284 W 282 W 280 C7� ,44 S. 144TH ST. i � Vl SITE--- - a S. 348TI-I S 1. r `� � s HWY- I I C5. � � I NOT TO SCALE -- VICINITY MAP Uj N U 0(0LO z CD co z CO U n tY w (L P 1i z v U) O u W z � - 0w 1® O U J Q , Q � � a O0cl) m o � Uj Q cn (0 z 0 z > tY w_ w LJU ilia O LL z of C)O,T�; cy W t- W tY a. = N 0 z 000 z . z w i- Y LO cr 0 z m U 1 z Wd � oK 9 � cv d� w°w r � Q z �M n+e W -- - - - - -. - - - - - TOP 286.5 1 i STORAGE 285.5 2' HIG RETAINING WALL - - - -- - TOP=2 5.0 - Z HIG_H ' BOTT6M=283.0 RETAINING WALL 1 TOP=285.0 I i BOTTOM=283.0 � I i BOTTOM 28?.0 i 4 -- - -- - -- -- -- -- - -- I i i I ` 0+00 a A 0+50 STAT1��N (FEET) 4 CROSS SECTION C-Cl SCALE: NOT TO SCALE 1 +00 1 � � I TOP 286.5 ' - --- - -- - ---- - - -- - --- -- 2' HIGH RETAINING WALL - --- -- I TOP 286.5 -- -- - - -- -- - - TOP=285.0 j _ -------4-- - -- ------ - - -7- --- -- BOTTOM=283. - --I -- - -------- - I S�O.RAGE 285_5 2' HIGH RETAINING WALLS - - TOP=285.0 I - - - - _ -i- - BOTTOM=283,0 VERTICAL DATUM BLOCK: NAVD 1988 CONVERT TO NGVD 29 WITH 3.547' CONVERSION FACTOR. DATUM: NGVD 29 = NAVD 1988 -. 3.547' BOTTOM 283.0 j I i I t 1 � i 0+00 0+50 1 +00 1 +50 STATIONS (FEET) 51 CROSS SECTION D-D' ,CCZ SCALE: NOT TO SCALE - pNE CAQ 0 n �A `s 7� B EOgE- CITY'S INSPECTION PHONE NUMBER 253-835-2700 PERMIT NO. 13-100296-00-CO Rmph- ITTED JUL 01 2013 OF APPROVED t-EDERAL WAY COS DATE �Z1 00 M 'n `a �f! N w O M N N w �* 00 t4 t4 1q1r lq!r e.. H �1 L' cc w ti d' a� O 00 ..r C 2 CA" d W2 a� r s� o v d �w LLJ C O CNI O m � N O 00 tf') cD ® z� ® 0� •� U) 0 W W (n O _ L (fl F- N 00 � (,DOfao N (n 14- 11 COMM # 3377 1 DATE: 6-20-13 REVISION DATE: - CC2 0f 1 w ®a=ice A ® ®iA�owAft. KEY NOTES: OMETAL BUILDING SHEET METAL FLASHING TO BE FIELD FABRICATED (FIELD BREAK): PAINT USING PRIME PAINTED FLAT STOCK PROVIDED BY P.E.M.B. MANUFACTURER MFG. COUNTER - FLASHING, CONT. CLEATS (CLEAT TO BE FIELD FABRICATED), DRIPS CLOSURES, TRANSITIONS, COPINGS AND ACCESSORIES AS REQUIRED. REFER TO P.E.M.B. SHOP DRAWINGS. FACTORY FINISHED, REFER TO ELEVATIONS FOR FINISH. 2QFIRE TREATED 2 X NAILERS: ATTACHED TO STUD FRAMING WITH TECH #12 SCREWS AT 24" O.C. STAGGER. O3 PRE-ENGINEERED METAL BUILDING STRUCTURAL FRAMING SYSTEM: REFER TO SHOP DRAWINGS AND P.E.M.B. NOTES FOR REQUIREMENTS. OPRE - ENGINEERED METAL BUILDING SHEET METAL FLASHING: COUNTER - FLASHING, CONT. CLEATS, DRIPS CLOSURES, TRANSITIONS, COPINGS AND ACCESSORIES AS REQUIRED, REFER TO P.E.M.B. SHOP DRAWINGS. FACTORY FINISHED, REFER TO EXTERIOR FINISH SCHEDULE FOR COLORS. OPRE - ENGINEERED INTERNAL METAL GUTTER PER METAL BUILDING MANUFACTURER AND 6" PVC D.S. (BY CONTRACTOR). OPRE - ENGINEERED METAL BUILDING ROOF PANEL SYSTEM: REFER TO P.E.M.B. NOTES AND SHOP DRAWINGS FOR REQUIREMENTS. 7� 5/8" EXT. FIBERGLASS REINFORCED SHEATHING W / CONT. WEATHER BARRIER. O 3-5/8" METAL STUD FRAMING AT 24" O.C. (REFER TO STRUCTURAL FOR GAUGE) ROOF INSULATION: GUARDIAN BUILDING PRODUCTS. "SUPPORT FILM, BANDING AND INSULATION SYSTEM" 8" AND 3.5" (R-36) (NO SUBSTITUTE) FIBERGLASS BLANKET INSULATION OVER HIGH STRENGTH STEEL SUSPENSION STRAPS ATTACHED UNDERNEATH PRE - ENGINEERED METAL BUILDING ROOF PURLINS.TAPE, FASTENERS AND INSULATION PROVIDED BY GUARDIAN BUILDING PRODUCTS. ( OWNER SUPPLIED AND CONTRACTOR INSTALLED) 10 INSULATION: 6" (R-19) FIBERGLASS BATT INSULATION WITH FOIL FACE VAPOR BARRIER. 11 MASONRY CAVITY INSULATION: FOAMED IN PLACE (R-11) MASONRY CAVITY INSULATION IN ALL NON-STRUCTURAL VERTICAL CELLS. PROVIDE PATCHING AND REPAIR OF MASONRY AS REQUIRED. 12 PRE - FINISHED HOLLOW ALUMINUM STORE FRONT SYSTEM: REFER TO WINDOW TYPES, GLAZING SCHEDULE, AND EXTERIOR FINISH SCHEDULE FOR COLORS. 13 PRE -.FINISHED SHEET METAL: GC TO PROVIDE (26 GA.) COLUMN ENCLOSURE TO EXTEND THRU FINISH CEILING SYSTEM. FINISH TO MATCH STOREFRONT SYSTEM. 14 ACOUSTICAL LAY -IN CEILING SYSTEM: SUSPENDED, REFER TO FINISH SCHEDULE FOR TYPE. 15 8" AND 6" METAL STUD FRAMING: ATTACHED TO PRE-ENGINEERED METAL BUILDING STRUCTURAL FRAME SYSTEM, OR MASONRY WALL CONSTRUCTION. (REFER TO STRUCTURAL SHEETS FOR GAUGE, SPACING AND CONNECTIONS) AIL AIL 16 METAL STUD FRAMING: 24 (2) 2x10 WOOD BLOCKING ANCHORED TO EACH STUD IN WALL ATTACHED TO PRE - ENGINEERED METAL BUILDING (CONTINUOUS AT BOTTOM OF CANOPY AND BETWEEN STUDS AT STRUCTURAL FRAME SYSTEM. EACH HANGER ROD LOCATION). 17 5/8" M.R. TYPE "X" GYP. BD.: 25 2 X CONTINUOUS NAILER FIRE TREATED: REFER TO INTERIOR FINISH SCHEDULE FOR PAINT. CUT DOWN THICKNESS AS REQUIRED. 18 WALL SIGNAGE: 26 FLEXIBLE FLASHING: SURFACE MOUNTED. OWNER FURNISHED AND INSTALLED, PROVIDE CONTINUOUS TO LAP OVER NAILERS AND DOWN BEHIND BACKING AND ELECTRICAL AS INDICATED. CONTINUOUS CLEATS ON BOTH SIDES. LAP JOINTS 8" MINIMUM AND MASTIC JOINTS. 19 SEALANT: EQUAL TO'TREMCO" SERIES 830 ( DARK GREEN) TYPICAL BOTH SIDES 27 EXTERIOR PORTLAND CEMENT PLASTER (STUCCO) OVER OF STOREFRONT ALL AROUND. SELF -FURRING METAL LATH. REFER TO FINISH SCHEDULE FOR COLOR. 20 2 X FIRE TREATED NAILERS: ANCHORED TO STRUCTURE. 28 .040" ALUMINUM FLASHING TO MATCH WINDOW FRAME COLOR. INSTALL CAULK AT TOP. STUCCO ABOVE (WHERE APPLICABLE) 21 RECESSED LIGHTING FIXTURE: TO DRAIN PER MANUFACTURER REQUIREMENTS. REFER TO ELECTRICAL SHEETS FOR TYPE AND LOCATION. 2g HOOK SEAM AND SEALANT. 22 FLOORING AND. BASE: REFER TO FINISH SCHEDULE FOR TYPES AND LOCATION. 30 DOOR UNIT: REFER TO FLOOR PLAN AND DOOR SCHEDULE FOR TYPES 23 SPLIT -FACE CONCRETE MASONRY UNIT (CMU) BEARING WALL AND LOCATIONS. SLOPE CONCRETE AT SILL. (SMOOTH -FACE WHERE CONCEALED): (8" X 8" X 16") RUNNING BOND WITH HORIZONTAL REINFORCEMENT AT 31 CONCRETE MASONRY UNIT (C.M.U.) : 16" O.C. VERTICAL. REFER TO STRUCTURAL PLANS FOR VERTICAL THIS UNIT WITH SMOOTH FACE ON EXTERIOR SIDE. REINFORCEMENT REQUIREMENTS. REFER TO ELEVATIONS AND STRUCTURAL DRAWINGS FOR LOCATIONS OF CONTROL JOINTS. REFER TO EXTERIOR FINISH SCHEDULE FOR FINISH. 2 l WALL SECTION 32 "TYVEK" CONTINUOUS INFILTRATION AND MOISTURE BARRIER OVER SHEATHING. 33 EXPOSED FASTENERS TO HAVE NEOPRENE WASHERS, 1 112" METAL Z-FURRING CHANNELS a@? 24" O.C. WITH 1 1/2" EXTRUDED POLYSTYRENE (R-7.5) INSULATION BETWEEN. 35 18 GA. STAINLESS STEEL SCUPPER BY BUTLER MFG. CO.- INSTALL PER MFG'R INSTRUCTIONS. INSIDE OPENING WIDTH TO BE 1'4". CAULK AROUND PERIMETER OF SCUPPER TYP.. 36 PRE FABRICATED METAL CANOPY: EQUAL TO ARCHITECTURAL SHADE PRODUCTS (770-590-1230 - CATHY BRADFIELD) 8" FASCIA, 6'-0" PROJECTION, FLAT METAL CANOPY WITH HANGER RODS. HANGER RODS TO BE MOUNTED USING THROUGH BOLTS AND STEEL COMPRESSION SLEEVE THROUGH EIFS (FIELD VERIFY EXACT LOCATION OF ROD BRACING WITH APPROVED SIGNAGE PLANS SUBMITTED UNDER A SEPARATE SUBMITTAL). (1 1/4" SCHEDULE 40 PIPE); METAL DECKING - .065 EXTRUDED ALUMINUM IN 6" WIDE PANELS. PROVIDE TWO 3" DIAMETER ROUND DOWNSPOUTS TO EXTEND 3" BELOW CANOPY AT LOCATION SHOWN. REFER TO ELEVATIONS AND STRUCTURAL. 37 MANUFACTURED STONE VENEER (EL DORADO STONE) RUSTIC LEDGE "SAWTOOTH" INSTALL PER MANUFACTURERS RECOMMENDATIONS. REFER TO EXTERIOR FINISH SCHEDULE FOR MORE INFORMATION. 38 MANUFACTURED STONE VENEER SILL: EQUAL TO "SNAPPED EDGE WAINSCOT SILL" BY ELDORADO STONE. INSTALL PER MANUFACTURERS RECOMMENDATIONS. REFER TO EXTERIOR FINISH SCHEDULE FOR MORE INFORMATION. 39 SEALANT: EQUAL TO "TREMCO" SERIES 830 ( COLOR TO MATCH MANUFACTURED STONE) 40 5/8" EXTERIOR FIRE TREATED PLYWOOD. 41 METAL STUD FRAMING: REFER TO STRUCTURAL FOR SIZE, GAUGE AND SPACING. 42 (2) 2x6 WOOD BLOCKING ANCHORED TO EACH STUD IN WALL (CONTINUOUS AT BOTTOM OF CANOPY AND BETWEEN STUDS AT EACH HANGER ROD LOCATION). FLASHING DETAIL g GR)ID 4. IN, i T.O. PUR4.N EL. (VARIES) a-MMLIAL I1V ® CO® A. REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS. B. REFER TO PRE - ENGINEERED METAL BUILDING SHOP DRAWINGS FOR ADDITIONAL REQUIREMENTS. C. REFER TO MECHANICAL, ELECTRICAL, AND PLUMBING SHEETS FOR SYSTEM TYPES AND LAY -OUT. �. SHEET METAL FABRICATIONS TO BE INSTALLED PER S.M.A.C.N.A. ( SHEET METAL AND AIR CONDITIONING 1 CONTRACTORS NATIONAL ASSOCIATION) LATEST I REVISION. DIMENSIONS TO FACE OF STRUCTURE, CONCRETE OR ROUGH FRAMING UNLESS OTHERWISE INDICATED, REFER TO FOUNDATION PLAN FOR FOOTINGS, FOUNDATIONS, AND REINFORCEMENT REQUIREMENTS. G. REFER TO INTERIOR AND EXTERIOR FINISH SCHEDULES FOR MATERIAL FINISH TYPES AND LOCATIONS. H. NOT ALL INSULATION SHOWN FOR CLARITY. INSULATION SHALL HAVE A FLAME SPREAD RATING OF 0-25 AND A SMOKE DEVELOPMENT RATING OF 0 - 450. CONCEALED INSULATION SHALL HAVE A FLAME SPREAD RATING OF 0-75 AND A SMOKE DEVELOPMENT RATING OF 0-450. REFER TO ELEVATIONS FOR MASONRY CONTROL JOINT LOCATIONS. FLASHING DETAIL AFL SE A4.1 I SCALE: 1 /2' = 1'-0" uj U r � co i ti 1� is„ 2 COX 6� [� w M� Ems+ ea e Now rx •i Olt ® w 00 usi W2 ; z w �p G rom o � o =LAJ W � Q w�6. `�•�• ; LLJ -) LAJ m � < 3 y 1� y` xX •. MI COMM # 3377 1 DATE: 11-30-12 REVISION 6-19-13 DATE: 1 I WALL SECTION, A4.1 SCALE: 1 /2" = 1'-W A4.1 J SCALE: 1 /2" = i'•0" A4.il SCALE: 1 /2" = V-0" :& 1. 9 KEY NOTES: OMETAL BUILDING SHEET METAL FLASHING TO BE FIELD FABRICATED (FIELD BREAK): PAINT USING PRIME PAINTED FLAT STOCK PROVIDED BY P.E.M.B. MANUFACTURER MFG. COUNTER - FLASHING, CONT. CLEATS (CLEAT TO BE FIELD FABRICATED), DRIPS CLOSURES, TRANSITIONS, COPINGS AND ACCESSORIES AS REQUIRED. REFER TO P.E.M.B. SHOP DRAWINGS. FACTORY FINISHED, REFER TO ELEVATIONS FOR FINISH. OFIRE TREATED 2 X NAILERS: ATTACHED TO STUD FRAMING WITH TECH #12 SCREWS AT 24" O.C. STAGGER. OPRE-ENGINEERED METAL BUILDING STRUCTURAL FRAMING SYSTEM: REFER TO SHOP DRAWINGS AND P.E.M.B. NOTES FOR REQUIREMENTS. OPRE - ENGINEERED METAL BUILDING SHEET METAL FLASHING: COUNTER - FLASHING, CONT. CLEATS, DRIPS CLOSURES, TRANSITIONS, COPINGS AND ACCESSORIES AS REQUIRED, REFER TO P.E.M.B. SHOP DRAWINGS. FACTORY FINISHED, REFER TO EXTERIOR FINISH SCHEDULE FOR COLORS. OPRE - ENGINEERED INTERNAL METAL GUTTER PER METAL BUILDING MANUFACTURER AND 6" PVC D.S. (BY CONTRACTOR). OPRE - ENGINEERED METAL BUILDING ROOF PANEL SYSTEM: REFER TO P.E.M.B. NOTES AND SHOP DRAWINGS FOR REQUIREMENTS. �7 5/8" EXT. FIBERGLASS REINFORCED SHEATHING W / CONT. WEATHER BARRIER. 3-5/8" METAL STUD FRAMING AT 24" O.C. (REFER TO STRUCTURAL FOR GAUGE) c1 ncutnir_ nr-TAil Og ROOF INSULATION: GUARDIAN BUILDING PRODUCTS. "SUPPORT FILM, BANDING AND INSULATION SYSTEM" 8" AND 3.5" ( R-36 ) ( NO SUBSTITUTE ) FIBERGLASS BLANKET INSULATION OVER HIGH STRENGTH STEEL SUSPENSION STRAPS ATTACHED UNDERNEATH PRE - ENGINEERED METAL BUILDING ROOF PURLINS.TAPE, FASTENERS AND INSULATION PROVIDED BY GUARDIAN BUILDING PRODUCTS. ( OWNER SUPPLIED AND CONTRACTOR INSTALLED) 10 INSULATION: 6" (R-19) FIBERGLASS BATT INSULATION WITH FOIL FACE VAPOR BARRIER. 11 MASONRY CAVITY INSULATION: FOAMED IN PLACE (R-11) MASONRY CAVITY INSULATION IN ALL NON-STRUCTURAL VERTICAL CELLS. PROVIDE PATCHING AND REPAIR OF MASONRY AS REQUIRED. 12 PRE - FINISHED HOLLOW ALUMINUM STORE FRONT SYSTEM: REFER TO WINDOW TYPES, GLAZING SCHEDULE, AND EXTERIOR FINISH SCHEDULE FOR COLORS. 43 PRE - FINISHED SHEET METAL: GC TO PROVIDE (2.6 GA.) COLUMN ENCLOSURE TO EXTEND THRU FINISH CEILING SYSTEM. FINISH TO MATCH STOREFRONT SYSTEM. 14 ACOUSTICAL LAY -IN CEILING SYSTEM: SUSPENDED, REFER TO FINISH SCHEDULE FOR TYPE. 15 8" AND 6" METAL STUD FRAMING: ATTACHED TO PRE-ENGINEERED METAL BUILDING STRUCTURAL FRAME SYSTEM, OR MASONRY WALL CONSTRUCTION. (REFER TO STRUCTURAL SHEETS FOR GAUGE, SPACING AND CONNECTIONS) 16 METAL STUD FRAMING: ATTACHED TO PRE - ENGINEERED METAL BUILDING STRUCTURAL FRAME SYSTEM. 17 5/8" M.R. TYPE "X" GYP. BD.: REFER TO INTERIOR FINISH SCHEDULE FOR PAINT. 18 WALL SIGNAGE: SURFACE MOUNTED. OWNER FURNISHED AND INSTALLED, PROVIDE BACKING AND ELECTRICAL AS INDICATED. 19 SEALANT: EQUAL TO "TREMCO" SERIES 830 ( DARK GREEN) TYPICAL BOTH SIDES OF STOREFRONT ALL AROUND. 20 2 X FIRE TREATED NAILERS: ANCHORED TO STRUCTURE. 21 RECESSED LIGHTING FIXTURE: REFER TO ELECTRICAL SHEETS FOR TYPE AND LOCATION. 22 FLOORING AND BASE: REFER TO FINISH SCHEDULE FOR TYPES AND LOCATION_ 23 SPLIT -FACE CONCRETE MASONRY UNIT (CMU) BEARING WALL (SMOOTH -FACE WHERE CONCEALED): (8" X 8" X 16") RUNNING BOND WITH HORIZONTAL REINFORCEMENT AT 16" O.C. VERTICAL. REFER TO STRUCTURAL PLANS FOR VERTICAL REINFORCEMENT REQUIREMENTS. REFER TO ELEVATIONS AND STRUCTURAL DRAWINGS FOR LOCATIONS OF CONTROL JOINTS. REFER TO EXTERIOR FINISH SCHEDULE FOR FINISH. C71 ACUlki(l r)r-TAH 6 1 WALL SECTION 24 (2) 2x10 WOOD BLOCKING ANCHORED TO EACH STUD IN WALL (CONTINUOUS AT BOTTOM OF CANOPY AND BETWEEN STUDS AT EACH HANGER ROD LOCATION). 25 2 X CONTINUOUS NAILER FIRE TREATED: CUT DOWN THICKNESS AS REQUIRED. 26 FLEXIBLE FLASHING: CONTINUOUS TO LAP OVER NAILERS AND DOWN BEHIND CONTINUOUS CLEATS ON BOTH SIDES. LAP JOINTS 8" MINIMUM AND MASTIC JOINTS. 27 EXTERIOR PORTLAND CEMENT PLASTER (STUCCO) OVER SELF -FURRING METAL LATH. REFER TO FINISH SCHEDULE FOR COLOR. 28 .040" ALUMINUM FLASHING TO MATCH WINDOW FRAME COLOR. INSTALL CAULK AT TOP. STUCCO ABOVE (WHERE APPLICABLE) TO DRAIN PER MANUFACTURER REQUIREMENTS. 29 HOOK SEAM AND SEALANT. 30 DOOR UNIT: REFER TO FLOOR PLAN AND DOOR SCHEDULE FOR TYPES AND LOCATIONS. SLOPE CONCRETE AT SILL. 31 CONCRETE MASONRY UNIT (C.M.U.) : THIS UNIT WITH SMOOTH FACE ON EXTERIOR SIDE. 7 stucco DETN �'L A4.2 I SCALE: 1 1 /2" = V-0" m 32 "TYVEW CONTINUOUS INFILTRATION AND MOISTURE BARRIER OVER SHEATHING. 33 EXPOSED FASTENERS TO HAVE NEOPRENE WASHERS. 34 1 1/2" METAL Z-FURRING CHANNELS @ 24" O.C. WITH 1 1/2" EXTRUDED POLYSTYRENE (R-7.5) INSULATION BETWEEN- 35 18 GA. STAINLESS STEEL SCUPPER BY BUTLER MFG. CO: INSTALL PER MFG'R INSTRUCTIONS. INSIDE OPENING WIDTH TO BE 1'4". CAULK AROUND PERIMETER OF SCUPPER TYP.. 36 PRE FABRICATED METAL CANOPY: EQUAL TO ARCHITECTURAL SHADE PRODUCTS (770-590-1230 - CATHY BRADFIELD) 8" FASCIA, 6-0" PROJECTION, FLAT METAL CANOPY WITH HANGER RODS. HANGER RODS TO BE MOUNTED USING THROUGH BOLTS AND STEEL COMPRESSION SLEEVE THROUGH EIFS (FIELD VERIFY EXACT LOCATION OF ROD BRACING WITH APPROVED SIGNAGE PLANS SUBMITTED UNDER A SEPARATE SUBMITTAL). (1 1/4" SCHEDULE 40 PIPE); METAL DECKING - .065 EXTRUDED ALUMINUM IN 6" WIDE PANELS. PROVIDE TWO 3" DIAMETER ROUND DOWNSPOUTS TO EXTEND 3" BELOW CANOPY AT LOCATION SHOWN. REFER TO ELEVATIONS AND STRUCTURAL. 37 MANUFACTURED STONE VENEER (EL DORADO STONE) RUSTIC LEDGE "SAWTOOTH" INSTALL PER MANUFACTURERS RECOMMENDATIONS. REFER TO EXTERIOR FINISH SCHEDULE FOR MORE INFORMATION. 38 MANUFACTURED STONE VENEER SILL: EQUAL TO "SNAPPED EDGE WAINSCOT SILL" BY ELDORADO STONE. INSTALL PER MANUFACTURERS RECOMMENDATIONS. REFER TO EXTERIOR FINISH SCHEDULE FOR MORE INFORMATION. 39 SEALANT: EQUAL TO "TREMCO" SERIES 830 ( COLOR TO MATCH MANUFACTURED STONE) 40 5/8" EXTERIOR FIRE TREATED PLYWOOD. 41 METAL STUD FRAMING: REFER TO STRUCTURAL FOR SIZE, GAUGE AND SPACING. FLASHING DETAIL A4.2 I SCALE: 1 1 /2" = 1.0" SLOPE TO DRAIN r 0 33 1 { { I I 8 I f \ ( I I I \\ I 33 27 I f \ \ f 32 I I \ \ I I 1 I FLASHING DETAI L A4.2 SCALE: 1 1 /2" = 1'-0" ih ®�mm, NM AL N ®E0%vq°l"u u �. i1 C n#u6 oe %p ® w.wo A. REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS. B. REFER TO PRE - ENGINEERED METAL BUILDING SHOP DRAWINGS FOR ADDITIONAL REQUIREMENTS. C. REFER TO MECHANICAL, ELECTRICAL, AND PLUMBING SHEETS FOR SYSTEM TYPES AND LAY -OUT. SHEET METAL FABRICATIONS TO BE INSTALLED PER S.M.A.C.N.A. ( SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION) LATEST REVISION. DIMENSIONS TO FACE OF STRUCTURE, CONCRETE OR ROUGH FRAMING UNLESS OTHERWISE INDICATED. REFER TO FOUNDATION PLAN FOR FOOTINGS, FOUNDATIONS, AND REINFORCEMENT REQUIREMENTS. G. REFER TO INTERIOR AND EXTERIOR FINISH SCHEDULES FOR MATERIAL FINISH TYPES AND LOCATIONS. H. NOT ALL INSULATION SHOWN FOR CLARITY. INSULATION SHALL HAVE A FLAME SPREAD RATING OF 0-25 AND A SMOKE DEVELOPMENT RATING OF 0 - 450. CONCEALED INSULATION SHALL HAVE A FLAME SPREAD RATING OF 0-75 AND A SMOKE DEVELOPMENT RATING OF 0-450. REFER TO ELEVATIONS FOR MASONRY CONTROL JOINT LOCATIONS. IN 9 SCUPPER DETAIL A4.2 SCALE: 1 1 /2" = 1'-0" R SLOPE TO DRAIN 12.11 FLASHING A4.2 SCALE: 1 1 /2" = V-0" O 5/8" .❑ 6 A* BMITTED JUL 01 2013 CITY OF FEDERAL NAY CDS csm & a� w w a� A WE P w W R low m s 1�1 r= CO met X ® � ono H �D as � >~ o ,cm H � M P�+ rr � G V1 L O }. Ce �O O 4. uj O Q M ,k4 11 COMM # 3.377 1 DATE: 11-30-12 REVISION 519-13 DATE: 5 WALL SECTION A4.2 SCALE: 1 /2" = V-0" A4.2 SCALE: 1 /2" = i'-W A4.2 of 5