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19-101121 (2)/ / / / / / /o /4 �4 /4 /4 I4 iV6�xage j W BUILDABLE LANDS CALCULATION - OSPREY 0. DESCRIPTION SQUARE FOOTAGE (Gross Floor Area) 3 o a EXISTING BUILDINGS 71,704 SF (THREE STORIES) g NEW BUILDING 738 ( 1-STORY) a tj COMMERCIAL PORTION 72,442 SF X x M RESIDENTIAL PORTION NONE W FOOTPRINT 24,012 SF CATEGORY CO 3 a GROSS LAND AREA - ACERAGE OF THE SITE PRIOR TO ANY DEDUCTIONS OF SET -ASIDES CRITICAL AREAS -ACERAGE PRECLUDED FROM DEVELOPMENT DUE TO WETLANDS AND BUFFERS; STREAM AND BUFFERS, -REGULATED LAKES AND BUFFERS, SHORELINE SETBACKS; FLOOD HAZARD AREAS;EROSION HAZARD AREAS; AND LANDSLIDE HAZARD AREAS RIGHTS -OF -WAY - ACERAGE DEDICATED FOR PUBLIC RIGHTS -OF -WAY (E.G. STREET WIDENING); DO NOT INCLUDE PRIVATE ACCESS EASEMENTS AND PRIVATE ROADWAYS INTERNAL TO MULTI -FAMILY, SENIOR HOUSING, COMMERCIAL OR INDUSTRIAL COMPLEXES. } PUBLIC PURPOSE - ACERAGE OF SITE TO BE USED FOR RETENTION/DETENTION/DRAINAGE FACILITIES;OPEN SPACE AND Q `< PARKS,OR OTHER ON -SITE PUBLIC FACILITITES. DO NOT INCLUDE PUBLIC UTILITIES EASEMENTS OR LANDSCAPING as NET LAND AREA - GROSS LAND AREA MINUS CRITICAL AREAS, RIGHTS -OF -WAY AND PUBLIC PURPOSE s C o C f C C C , { C [070 C re TALON I*Ialalalsl o t.-.T�,.:T�:':��. T�, ��{ T� fir. �. T.' .r.' �.. �.. BUILDABLE LANDS CALCULATION - FALCON LEGAL DESCRIPTION: # UNITS/ACRES DESCRIPTION SQUARE FOOTAGE (Gross Floor Area) # UNITS/ACRES BUILDING A: OSPREY TAX PARCEL #: 215466-0010 EAST CAMPUS CORP PRK PRCL 3-BSP TGW UND INT IN TRACTS B, C & D NA EXISTING BUILDINGS 71,704 SF ( THREE STORIES) NA NA NEW BUILDING B1: 1,423 SF, 62: 160 SF NA NA COMMERCIAL PORTION 73,287 SF NA NA RESIDENTIAL PORTION NONE NA BUILDING B: FALCON NA FOOTPRINT 24,012 SF NA TAX PARCEL #: 215466-0020 CATEGORY EAST CAMPUS CORP PRK PRCL 3-BSP TGW UND INT IN TRACTS B, C & D 4,15 ACRES GROSS LAND AREA -ACERAGE OF THE SITE PRIOR TO ANY DEDUCTIONS OF SET -ASIDES 3.77 ACRES 0 ACRES CRITICAL AREAS - ACERAGE PRECLUDED FROM DEVELOPMENT DUE TO WETLANDS AND BUFFERS; STREAM AND 0 ACRES BUFFERS; REGULATED LAKES AND BUFFERS; SHORELINE SETBACKS; FLOOD HAZARD AREAS;EROSION HAZARD AREAS; AND LANDSLIDE HAZARD AREAS 0 ACRES RIGHTS -OF -WAY - ACERAGE DEDICATED FOR PUBLIC RIGHTS -OF -WAY (E.G. STREET WIDENING); DO NOT INCLUDE PRIVATE 0 ACRES ACCESS EASEMENTS AND PRIVATE ROADWAYS INTERNAL TO MULTI -FAMILY, SENIOR HOUSING, COMMERCIAL OR INDUSTRIAL COMPLEXES. 0 ACRES PUBLIC PURPOSE - ACERAGE OF SITE TO BE USED FOR RETENTION/DETENTION/DRAINAGE FACILITIES;OPEN SPACE AND 0 ACRES PARKS,OR OTHER ON -SITE PUBLIC FACILITITES. DO NOT INCLUDE PUBLIC UTILITIES EASEMENTS OR LANDSCAPING 4.15 ACRES NET LAND AREA - GROSS LAND AREA MINUS CRITICAL AREAS, RIGHTS -OF -WAY AND PUBLIC PURPOSE 3.77 ACRES N HERON a a a a a a a 9 a \ as a a as as as a a a CAMPUS SITE MAP SCALE: N.T.S. FF ,A KEY NOTES: 10 SCOPE OF WORK BOUNDARY. CONSTRUCT NEW BUILDING PER PLAN. O REFER TO CIVIL FOR EXTENT OF ALL SITE WORK, INCLUDING, BUT NOT LIMITED TO, EASEMENTS, LOT LINES, STREETS, RIGHT OF WAY AND UTILITIES. Af OVAL A�ea'y: -� h 12W4 Gofnments: .r.. RESUBMITTED APR 0 3 2019 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT 33940 Weyerhaeuser Way Federal Way, WA 98001 DESIGN JPC DRAWN JC CHECKED CP NO. 18-0462 6283 , REGISTERED CHARLOTTE PATTERSON STATE OF WASHINGTON 03-07-19 PERMIT ISSUE 04-02-19 PERMIT PROCESS II 5tAMP Campus Site Plan - Process II © 2018, JPC ARCHITECTS, LLC SYMBOLS LEGEND: 5 W — — EASEMENT U) m a qo LU a d 4of of W a �s' m o N F— a o PROPERTY LINE i 0 + + t + + + + Q / '/• \�\ '{„ t+t++++ + + + + + + + + + SF-1: • I SF-2 \ SF--1 . ' + + + + + + + + + + a 1 I C 6"+++t+++t++# ���y) SF_ 1 + + + + + + + 4 + + + + + + + + + + t +� I. t + + + + # # + + + + + + + + # $ + +gym I 33 ^� RE SEPA. ATCN+ LINE + + + + + + + $ + + + + -+ + I � + + + + + + + + + + + + + + + + + + + + + + -�--p- �--�- +--�- +—..F. «—�- 7� Ll + + + + + + + + + + + # # + + + + + + + + + + + + + + + + + + # ~$ �d' a` BUILDING Al:CONFERENCE I I ' + G ++++$t++�++++ +++#t+++++t++++t++$++$ ++++++ 0++++++++++ if I• I + + + + + + f-+ + + f + + + + 1 STORY++.++++++*}$++++++++#++++t+++++++t++++ + + + + + + + + t + f + + ' 7 3 8 S F + + + + + + r + + + + + + + tO �/ + N I' ++++++ #+++g+++ $+++t+++++ +++++++$+++++ + + + + + + + + + + (+ +f ,= BUILDING HEIGHT = 14 —4 i I I BUILDING B1 • MEETING + $ + # + $ # + + + + + + + # .,- + + + + t • +o��+.+ + I i C +#++++++ ++#t+++++#+++++ +,,1 STORY +ft+ +$1423 SF ++++Q++++++++ + + + +++t+# BUILDING HEIGHT 21'-2" + ' + + $ + + + + + ++ + I "C `:u�;r•9..<,7y,.S!`x,..,..�\,a..i�n�y>x,' 3 r #+ ++ +t +-i• + +t ++ + ++++ �+ ++ $+ + t + ++ +++Y t + + + + + + + .++++++++++++++ �� 1 ' I ��' � +++++++++++++++++ 4 x I I I s } + + I' # + + + SF-•1 + + r + + + + _ ++ ++ L_... ++++ ++ + + + + I I ++++ +,+++ + + + t + + + + + + + + + + + + +'SF-1' + + + + + + • 8 ++++++ 9.•.•.... -' 1. •I•. _ . .- .. - ••"••. F.F. 381.74 381.68 '384.67 I" ' I 1 385.76 BUILDING A: OSPREY I I 2161 —10 . 3 STORY E> R&R . . MASONRY 24,200 SF 1 R os 8 :. 15 8 1'g 384.45 1385.45' I (2) 6" F ISERS BUILDING HEIGHT = 46'-6" + +++ + + I : : I _ — ` — \` 11- TR ps : DN.•�.' (TOP OF PARAPET) + + + + + — +++++t+++t+t+t+++++I+ +++++++++++t++++++++-+ + ++++++++++t++tt+tlt+ WILN+�� OPEN AIR R ++$++++++t++t+t+t+ ++ttt+++++++t+t++ ++ ++ \" t+++++ t t+++++++++++(`+t++1+I+ 1 STORY " + t+++++tt++tt++t+f ++++t++It +\ 160 SF (' + +++t+++tom t++t++ t+t++8 tD H ' ; + + $ + + + + + + t +, � + + + + + + t + + +•.._+ 385.50 I + + + + + + + + + + �+ ++ + + + + +I++ + + + � I+ + I+ - + + + + ++ + + + + + + + + + + + + + + + + ++ - + + + + + t + + + + + + + + f + + + + t + + + I+ + - SF-� . + + ++++++++++++t++t++++++4++++++++t}+++ +}t}++r} }I+ ++++ + ... ++t+++t z:... + +t+++++ +++�++++++tl�+ +++I+ ++ ++++++++ sF1`. . -0 +t+++ +- + + + + + + + + + + + (r + + + + + + + t + + + + + + I + + - � + t t + + t+ty++ +++++�+t++++++1+ ++$+++++++++ +++++ X• + t + t t + ,+ + + + + + + + + + + + + + + + + +? + + + + + + + + + + + +�+ w o• + t + + + + + + + t + + + + + + + + + + + + + + + + + + I+ + + + + + + + + + + + + + �- SF-1' +t+ + + + ++++f++++t++ffi++++++++++++++++t+++++Ir++++++++++It+[?�++++++++++++++.r++++++++++ + o R � � # + + + + + + r\ + + + + + �+ + + + + + + + + + + + + t a + t co 3 s + + + t ++ + + + + +r + + + + + + + + + + + + + + + + I+ + + + + + $ + + + + + t + + + � _ 3 + s- t + t { + --g -.} - - I + t + t + � + t t t + !- t t + + t � Q + + t ... + + ... + + + + . . 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' -'... + t + + + . + t + f + f t + + + t 'r M + f t + # + + + + + + +$ + $ + # t + + + t .: + + + + + + + + + + + + + + + + + SF-.1 • ;'' SF 1 + + . + + + + + + + + + + + + + + + + + + + t + + + + + f + + + += —a - _ + t 4 + ".`.. .: .� + + + + t + + + + t + + + + + + + + + t . + + + f + + + + + + + + + + +++++++++++++$+++-^ +Icy+t+$t �$+ ++$+#++ 3 I + + + + + + + + + +�-•- '+ +i`+• •,+, + + —+ ''.:- +�- �� +t + + +$ +t +tt + + _ t +t++t++-+++++++++ +++++t+++t++++t t + + `+ + + + + #t + + + + + + +++++++r++ t t + + + + + # + + + t + - t + + + + + + + + + + + + + + + + + + + :+ + + + + + + + + t + + + + + + + + + + + + + +t++ + + + t + + ++ + + + + + + + + + +}+ ++ + ft+ ++t + + + ��i+ + + + + + + + + + + + + + + + $ + t + + t + # + . t + $++ + +t+ t +++ + + + ++++t+++++++$+++ + + + + + $ + +# + + + $ + + + + + ++ + + + + + + + + + + + + + t + + + + + + 3 + + + + + + + + + + + + + + + t + + + + + + + + + + + + + + + + + + + t + + + + + + t + + + + + + + + + + + + + - + + + + + + + t + + + + + f + + + + + + + + t + -- # + t + + + + + + t + ++ + + t + + + + + + + +. +++ + + + + + +\ + + + + + + + + + + + + + + t + + t + $ + + + + + + + + + + + + + + + + $ + + + + + + + + • t + + + + + + + + + # + + + + + + + + + + + + + + + + + + + + + +. + + + + + + t + t + + + • + + + + + + + + + + + t + + ... + + + + t +r + + + + f + + + + t + t + + + f + + + + + t $ + + + $ + + + f t + + + + + + + + + + + + + + + + + $ + + + + + I + $ + + + + + + SF-1 SF-1f + + + + t + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t33 + + + + + t } + + + + + + + + + t + + + + + f + + + + 4--+- 6- �- -h- ti- �-+ $r l �- - �-'� +- ++ k I + + t + + + + + t + .. + + + + $ + + . # + `Y + + + $ t + + t t + + + + + + t + + + + + + + g� + + + + + + # + + + t + t + t + + + t +/�`t+ + + + + + + + + + + + + + + + + + ... + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + //+ --a- + + + t + t t + + + + $ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t + + + + + + $ + + + + + + + #- + + + + + + + + t + + + + $ + + + t + + + + + t + + + + + + + + t + + + + + + . + + + + + + + + + + $ + + + + + + + + f + + + + + + $ + + t + + + + + + + + + + ++++#+++ 2 +t++++++++�.+ DIMENISIONAL REQUIREMENTS: ZONING LAND USE CLASSIFICATION - PROPOSED Al PROPOSED B1 DIMENSIONS MINIMUM SETBACKS OF STRUCTURES (FEET) FRONT YARD 25' PER BLA PER BLA PER BLA LANDSCAPE AREA REAR YARD (FEET) 20' PER BLA PER BLA PER BLA WOOD DECKING SIDE YARD (FEET) 20' PER BLA PER BLA PER BLA MAXIMUM IN BUILDING HEIGHT (FEET) 55' 14'-4" 21'-2" 17'-2" DRAIN ROCK MAXIMUM LOT COVERAGE BY STRUCTURES (PERCENT) NONE NONE NONE NONE NEW SIDEWALK/ PLAZA REFLECTING POOL NOTE: BLA UNDER CONCURRENT REVIEW KEY NOTES: 1O NEW SIDEWALK. O2 EXISTING SIDEWALK TO REMAIN. NO WORK. O EXISTING PLANTING BED AND PLANTS TO REMAIN. NO WORK. 4Q NEW PLANTING BED. REFER TO LANDSCAPE DRAWINGS. 0 NEW 4' CONCRETE PATIO WITH BROOM FINISH. Q RIVER ROCK DRAINAGE BED. REFER TO CIVIL DRAWINGS. �7 WOOD DECKING. ® RETAINING WALL. REFER TO ARCHITECTURAL AND STRUCTURAL DETAILS. O NEW HANDRAIL. REFER TO ARCHITECTURAL DETAILS. 10 NEW GAS FIREPLACE. PROVIDE AND INSTALL GAS LINE AND CONNECTION TO FIREPLACE, PROVIDE AND INSTALL ELECTRICAL WIRING AND CONDUIT. REFER TO ARCHITECTURAL AND STRUCTURAL DETAILS. 11 CONCRETE CURB. 12 REFLECTING POOL CIRCULATING PUMP FILTRATION SYSTEM. 4" DEEP CONCRETE WITH WATERPROOF COATING. SLOPE TO DRAINS. 13 REFLECTING POOL PUMP VAULT BUILDING B: FALCON 3 STORY MASONRY 24,200 SF BUILDING HEIGHT = 47'-0" (TOP OF PARAPET) IrA 14 LIVING FENCE SCREEN WALL. REFER TO LANDSCAPE DRAWINGS. 15 EMERGENCY SHUT OFF FOR GAS FIREPLACE 16 EXISTING ELECTRICAL EQUIPMENT. PROTECT AND MAINTAIN DURING CONSTRUCTION. SIT - PLAN SCALE: 3/32"=1'-0" FIXTURE LEGEND TYPE SYMBOL MFG. DESCRIPTION PERFORMANCE LED BOLLARD SF-1 ❑ IN LIGHTING MIMIK 10 BOLLARD 1000 - LED- 11 W-120-70-3000 B K-81 LED UPLIGHT SF-2 O VISTA 1185-B-WF-40K-1600/2000-MV-AX-010-B342-23W LINEAR LED LIGHT SF-3 = VOLT PL3K-24V WITH ULV96 MOUNTING CHANNEL: CH006 -2-FRS-MT refer to G-002 Sheet for Note: Not all keynotes are used on this sheet. neral Notes a , 33940 Weyerhaeuser Way Federal Way, WA 98001 DESIGN JPC DRAWN JC CHECKED CP NO. 18-0462 6283 1 REGISTERED ARCHITECT CHARLOTTE PATTERSON STATE OF WASHINGTON 03-07-19 PERMIT ISSUE 04-02-19 PERMIT PROCESS II Site Plan Process II 2018, JPC ARCHITECTS, LLC f I U z OSPREY BUILDING Al FALCON BUILDING B1 & B�, SITE PLAN NOT TO SCALE 0 U 0 i a� UBMITTALS: MECHANICAL PERMIT ELECTRICAL PERMIT PLUMBING PERMIT 191I'll 11w.11/:1 11kVTj • DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN CHARGE (ARCHITECT/ENGINEER OF RECORD) FOR REVIEW PRIOR TO SUBMITTAL TO THE BUILDING OFFICIAL. • NO WORK SHALL PROCEED ON ANY DEFERRED SUBMITTAL ITEMS UNTIL THE DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL AND PERMIT OBTAINED. PROCESS 11 SUBMITTAL PROJECT TEAM: OWNER MJR DEVELOPMENT 6725 1 16TH AVE, NE KIRKLAND, WA 98033 CHRISTIAN LAROCCO christian@mjrdevelopment.com 206 255.0586 ARCHITECT: JPC ARCHITECTS, PLLC 909 112TH AVE NE SUITE 206 BELLEVUE, WA 98004 (425) 641-9200 JULIA CYGAN— EXT. 386 juliac®jpcarchitects.com Civil: KPFF 612 WOODLAND SQUARE LOOP SE SUITE 100 LACEY, WA 98503 360-292-7230 MARCUS STORVICK marcus.storvick@kpff.com STRUCTURAL: ENW STRUCTURAL ENGINEERS 9725 THIRD AVE, NE SUITE 207 SEATTLE, WA 98115 (206) 525-7560 LEGAL DESCRIPTION: TAX PARCEL #: 215466-0010 EAST CAMPUS CORP PRK PRCL 3—BSP TGW UND INT IN TRACTS B, C & D JOANNE BAYUGA, PE joanneb®engineersnw.com VICINITY MAP: .17 I I\ \./ V I_ \.. I I.J I I CIVIL Sheet Number Sheet Title C1.0 COVER C1.1 GENERAL NOTES C2.0 EXISTING CONDITIONS C2.1 TESC AND DEMOLITION PLAN C2.2 TESC NOTES AND DETAILS C3.0 GRADING AND DRAINAGE PLAN C3.1 SITE DETAILS BUILDINGFalcon r • • ■ 33930 Weyerhaeuser Way S Federal Way, WA 98001 CODE INFORMATION: PROJECT ADDRESS: BUILDING 2015 INTERNATIONAL BLDG CODE (IBC), FALCON BUILDING Al CODE INCLUDING APPENDICES E AND J. 33940 WEYERHAEUSER WAY S WAC 51-50 AND RCW 19.27 & 70.92 FEDERAL WAY, WA 98001 FIRE CODE 2015 INTERNATIONAL FIRE CODE (IFC), INCL. APPENDIX B,C,E,F & I WAC 51-54A CONSTRUCTION TYPE: AND RCW19.27 II B ENERGY CODE INTERNATIONAL ENERGY CONSERVATION CODE NON SPRINKLERED (IECC) 2015 AND 2015 WASHINGTON STATE ENERGY CODE (WSEC), WAC 51-11R & ZONE: 51-11C AND RCW 19.27 OP2 MECHANICAL 2015 INTERNATIONAL MECHANICAL CODE (IMC), CODE WAC 51-52 AND RCW 19.27 OCCUPANCY: B ELECTRICAL 2017 NATIONAL ELECTRICAL CODE (NEC) WAC CODE 296-43, 296-45 & 296-46B AND RCW 19.28 TENANT SQUARE FOOTAGE: (AREA OF WORK) BUILDING Al 738 SF PLUMBING 2015 UNIFORM PLUMBING CODE (UPC), CODE EXCLUDING CHAPTERS 12 AND 15. WAC 51-56 & RCW 19.27 ZONING CODE CITY OF FEDERAL WAY ACCESSIBILITY PER ICC A117.1-2009 ACCESSIBLE AND CODE USABLE BUILDINGS AND FACILITIES Osprey BLDG Al 33940 Weyerhaeuser Way Federal Way, WA 98001 DESIGN JPC DRAWN JC CHECKED CP NO. 18-0462 N3 REGISTERED ARCHITECT CHARLOTTE PATTERSON STATE OF WASHINGTON 03-07-19 PERMIT ISSUE 5IAMH Cover Sheet © 2018, JPC ARCI X ED; � o MAR 1 1 2019 CO�fUOF N17Y FEDERAL SECTION 22, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. W a_ SHEETINDEX KING COUNTY, WASH INGTON SHEET DWG. TITLE I C 1.0 COVER SHEET 2 C1.1 GENERAL NOTES 18 3 C2.0 EXISTING CONDITION5 PLAN 5 w # PROJECT 4 C2.1 TE5C * DEMOLITION PLAN THE NEST AT FALCON 9 SITE 5 C2.2 TE5C NOTES 4 DETAIL5 of w co D G C3.0 GRADING* DRAINAGE PLAN m 7 C3.1 51TE DETAILS 99 w 8 C4.1 UTILITY PLAN S 348TH ST & OSPREY BUILDINGS 9 C4.0 UTILITY DETAILS FEDERAL WAY WASHINGTON w F_ ABBREVIATIONS:fy APPROX APPROXIMATELY Ij AR AIR RELEASE S 360TH ST AVE AVENUE 13CR BEGINNING Of CURB RETURN BLDG :X: BUILDING♦ VICINITY MAP BLVD BOULEVARD PROPERTY E (TYP) BO BLOW -OFF N.T.5. BOC BOTTOM Of CURB B05 BOTTOM OF 5WALE C13 CATCH BASIN CO CLEANOUT SITE DATA: C) CPP CORRUGATED POLYETHYLENE PIPE DI DUCTILE IRON DIA DIAMETER 17104 01, ti ADDRESS: DWG pit. DRAWING :_L: 2154E If EAST, EA5TING N OSPREY BUILDING ECR END Of CURB RETURN E 33940 WEYERHAEU5ER WAY SOUTH 1u ELEV ELEVATION Kim FEDERAL WAY, WA 98001 EP ��i g., EDGE OF PAVEMENTsb Ex EXISTING ITURES TALON LLC FALCON BUILDING FDC FIRE DEPARTMENT CONNECTION '4EL: 215466-0030 33930 WEYERHAEU5ER WAY SOUTH ff FIN15HED FLOOR FEDERAL WAY, WA 98001 FM FORCE MAIN z FT FEETPARCEL NUMBER• GA GRVL GAUGE GRAVEL OSPREY BUILDING: 2154GGOO 10 HDPE HIGH DENSITY POLYETHYLENE FALCON BUILDING: 2154GG0020 '9 HORIZ, HORZ HORIZONTAL IE INVERT ELEVATION PROPERTY DESCRIPTION: LF LINEAR FEET MAX MAXIMUM EA5T CAMPU5 CORP PRK PRCL 3-B5P MECH MECHANICAL TGW LIND INT IN TRACTS 15, C 4 D MIN MINIMUM mi MECHANICAL JOINT OWNER I APPLICANT: N NORTH. NORTHINGs. NE NOR THEA5T NIC NOT IN CONTRACT DM VENTURES FALCON LLC 0 NT5 NOT TO 5CALE G725 I I GTH AVENUE NE 0 NW NORTHWEST D. W A 98,003 NW NORTHWEST TEL: (425)822-44GG E PC POINT Of CURVE CONTACT: CHR15TIAN LaROCCO -0 to pf POINT OF TANGENT INTER5ECTION POC POINT Of CONNECTION ARCHITECT: 00 < PT POINT OF TANGENT L FORMER PROPERTY LINE PVC POLYVINYL CHLORIDE (REMOVED PER 13LA UNDER REVi X R RANGE, RADIUS JPC ARCHITECTS RD ROOF DRAIN, ROAD 909 112TH AVE NE, SUITE 20G 5 SOUTH, SLOPE BELLEVUE, WA 98004 5CH SCHEDULE TEL: (425) G41-9200 z D :3 0 0 5E SOUTHEAST CONTACT: JULIA CYGAN 0 SEC SECTION _j00 Of P (D ui (D < Lu Z W 00 5F 5QUARE FEET DM VENTURES- CIVIL ENGINEER: 0 F— �e 0 5D ... BUILDING STORM DRAIN• ! ....... BUILDING WAY LL Lu < W U_ 0 uj 55 SANITARY SEWER mOY FEDERAL KPFF CON5ULTING ENGINEER5 co 55MH EWE MANHOLE kktatPARCEL: 21546 -004 G 12 WOODLAND SQUARE LOOP 5E, 5UITE 100 5T 5TREET ... WA 98503 LACEY,tD > 5TA 5TATION TEL: (360) 292-7230 c\j 5TD 5TANDARD Maw CONTACT: MARK R. 5TEEPY. PE cn cn Q 5W 50UTHWE5T CL/ T TOWN5HIP .111rt BUILDINGN, BUILDING FALCON BU lu < lu TBC TOP BACK OF CURB fist10SPREY aw-m SURVEYOR: TOC ex. W TOP OF CURB EAST CAMPUS yr 6 T05 TOP Of 5TEP BUILDING,z. KPff CON5ULTING ENGINEER5 c) TYP TYPICAL CORPORATE PARK •n. SL;G B2 IN Qom:M"W, 12 WOODLAND 5QUARE LOOP 5E, 5UITE 100 o oz tu CD 0 VERT VERTICAL -0050 PARCEL: 215466ok LACEY, WA 98503 57 VC VERTICAL CURVE . ...... TEL: (3GO) 292-7230 VPC VERTICAL POINT Of CURVE ............ Oro -CONTACT: JEREME CHAPMAN u� VPT VERTICAL POINT Of TANGENT ....... AR W ........... WE5T ......... ............ ......... ...... (D w/ . . . . . . . . WITH . . . . . . . . . . . . . . . . . . . . ....... . . .. WM WATER MAIN f wm SURVEY LEGEND p POWER VAULT POWER TRAN5FORMER. op POWER METER LIGHT STANDARD D LT LIGHT JUNCTION BOX 1:1 T COMMUNICATIONS VAULT 0 COMMUNICATIONS MANHOLE 11 u UTILITIES VAULT E w WATER VAULT ow WATER METER >< WATER VALVE w Z5 FIRE HYDRANT IRRIGATION VALVE IRR 080 BLOW OFF Es 5ANITARY SEWER MANHOLE CATCH BA51N MAILBOX > GAS VALVE DG GAS METER STATE ROUTE 18 SITE PLAN I PERMIT N11. XX—XXXXXX—XX I APPROVED I -DATE u i d E m W 0 J W SECTION 22, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. KING COUNTY, WASHINGTON q W 0 CL SURVEY NOTES: 1. SURVEY COMPLETED BY KPFF CONSULTING ENGINEERS IN SEPTEMBER OF 2018. 2. BA515 OF MERIDIAN 15 WASHINGTON 5TATE PLANE COORDINATE, NAD 83/91 NORTH ZONE 4G01 . 3. VERTICAL DATUM 15 NGVD-29. GENERAL NOTES: I . PROOF OF LIABILITY INSURANCE 5HALL BE SUBMITTED TO THE CITY PRIOR TO PRE -CONSTRUCTION MEETING. 2. ALL CONSTRUCTION 5HALL 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 MOST RECENT VER510N OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION (WSDOT/APWA), THE KING COUNTY ROAD 5TANDARD5 (KCRS), AND THE KING COUNTY SURFACE WATER DE51GN MANUAL (KCSWDM). IT 5HALL BE THE 5OLE 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 NO ADDITIONAL C05T OR LIABILITY TO THE CITY OF FEDERAL WAY. 3. THE DE51GN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE FEDERAL WAY ENGINEERING REVIEW CHECKLIST. 5OME ELEMENTS MAY HAVE BEEN OVERLOOKED OR M155ED BY THE CITY ENGINEERING PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS 15 NOT ALLOWED UNLE55 SPECIFICALLY APPROVED BY THE CITY OF FEDERAL WAY, PRIOR TO CONSTRUCTION. 4. APPROVAL OF TH15 ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (I.E. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICITY, ETC.) BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. 5. A 51GNED COPY OF THESE APPROVED PLANS MUST BE ON THE JOB 51TE WHENEVER CONSTRUCTION 15 IN PROGRE55. G. ON-51TE CONSTRUCTION NO15E SHALL BE LIMITED A5 PER FWRC (SECTION 19. 105.040); NORMALLY TH15 15 7:00 TO 8:00 P.M., MONDAY THROUGH FRIDAY, AND 9:00 A.M. TO 8:00 P.M. ON SATURDAYS. 7. RIGHT-OF-WAY CONSTRUCTION 15 ALLOWED 8:30 A.M. TO 3:00 P.M. MONDAY THROUGH FRIDAY. WRITTEN AUTHORIZATION TO WORK OUTSIDE OF THESE HOURS MUST BE GRANTED BY THE PUBLIC WORKS DIRECTOR. 8. IT 5HALL BE THE APPLICANT'S/CONTRACTOR'S RE5PON51BILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECE55ARY BEFORE INITIATING OFF-51TE WORK WITHIN THE ROAD RIGHT-OF-WAY. 9. FRANCHISED UTILITIE5 OF OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS 5HALL NOT BE CONSTRUCTED UNLE55 AN APPROVED 5ET OF PLANS THAT MEET ALL CITY REQUIREMENTS AND THE REQUIREMENTS OF KCRS CHAPTER 8 ARE SUBMITTED TO THE CITY OF FEDERAL WAY AT LEAST THREE DAYS PRIOR TO CONSTRUCTION. 10. VERTICAL DATUM 5HALL BE KCAS OR NGVD-29. 1 1 . GROUNDWATER SYSTEM CONSTRUCTION 5HALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENTS, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER 5Y5TEM5 MUST BE CONSTRUCTED IN ACCORDANCE WITH THE WSDOT/APWA STANDARD SPECIFICATIONS. 12. ALL UTILITY TRENCHES IN THE RIGHT-OF-WAY 5HALL BE BACKFILLED 5/8" CRUSHED ROCK AND COMPACTED TO 95% DENSITY. WHEN TRENCH WIDTH 15 18 INCHES OR LE55, AND 15 WITHIN THE TRAVELED WAY, TRENCH WILL BE BACKFILLED WITH CONTROL DENSITY FILL (SELF -COMPACTED PLOWABLE FILL) A5 DEFINED BY WSDOT 2-09.3(I )E. THE AGGREGATE WILL BE 3/8-INCH MINUS. 13. ALL ROADWAY SUBGRADE 5HALL BE BACKFILLED AND COMPACTED TO 95% DENSITY IN ACCORDANCE WITH WSDOT 2-OG.3. 14. OPEN CUTTING OF EXISTING ROADWAYS 15 NOT ALLOWED UNLE55 5PECIFICALLY APPROVED BY THE PUBLIC WORKS DIRECTOR AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT 5HALL BE RESTORED IN ACCORDANCE WITH KCRS 8.03(B) 3. 15. THE CONTRACTOR 5HALL BE RE5PON51BLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW 5HALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07.23 1 G. TRAFFIC CONTROL, 5HALL APPLY. 17. CONTRACTOR 5HALL PROVIDE AND INSTALL ALL REGULATORY AND WARNING 51GN5 PER THE LATEST EDITION OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 18. ALL UTILITIE5 5HALL BE ADJUSTED TO FINAL GRADE AFTER PAVING ASPHALT WEARING COURSE. 19. ROCKERIES ARE CON51DERED TO BE A METHOD OF BANK STABILIZATION AND ERO51ON ONLY, ROCKERIES 5HALL NOT BE CONSTRUCTED TO SERVE A5 RETAINING WALLS. ALL ROCKERIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CFW DRAWING NUMBERS 3-22, 3-23. ROCKERIES MAY NOT EXCEED 51X FEET IN HEIGHT FOR CUT SECTIONS OR FOUR FEET IN HEIGHT FOR FILL SECTIONS UNLE55 DESIGNED BY A GEOTECHNICAL OR STRUCTURAL ENGINEER LICENSED IN THE 5TATE OF WASHINGTON. DRAINAGE NOTES: I . PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO THE PRECONSTRUCTION MEETING. 2. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH WSDOT 7-08.30). TH15 SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM, THE TOP OF FOUNDATION MATERIAL, AND REQUIRED PIPE BEDDING, TO A UNIFORM GRADE 50 THAT THE ENTIRE PIPE 15 SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. 3. STEEL PIPE 5HALL BE GALVANIZED AND HAVE ASPHALT TREATMENT # I OR BETTER IN51DE AND OUTSIDE. 4. ALL DRAINAGE STRUCTURES, SUCH A5 CATCH BA51N5 AND MANHOLES, NOT LOCATED WITHIN A TRAVELED ROADWAY OR 51DEWALK 5HALL HAVE 5OLID LOCKING LIDS. ALL DRAINAGE STRUCTURES A550CIATED WITH A PERMANENT RETENTION/DETENTION FACILITY 5HALL HAVE 50LID LOCKING LIDS. 5. ALL CATCH BA51N GRATES 5HALL CONFORM TO CFW DRAWING NUMBERS 4-1. 4-2, 4-3, 4-4, 4-5, 4-8 OR 4-10. G. ALL DRIVEWAY CULVERTS LOCATED WITHIN THE RIGHT-OF-WAY 5HALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3: 1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS 5HALL HAVE BEVELED END SECTIONS TO MATCH THE 51DE SLOPES. 7. ROCK FOR EROSION PROTECTION OF DITCHE5, CHANNELS AND SWALES, WHERE REQUIRED, MUST BE OF 50UND QUARRY ROCK, PLACED TO A DEPTH OF ONE FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4"-8" ROCK/40%-70% PA551NG; 2"-4" ROCK/30%-40% PA551NG; AND -2" ROCK/ 1 Oho-20% PA551NG. INSTALLATION 5HALL BE IN ACCORDANCE WITH KCRS DRAWING NUMBER 7-024 OR A5 AMENDED BY THE APPROVED PLANS. RECYCLED ASPHALT OR CONCRETE RUBBLE 5HALL NOT BE USED. 8. LOTS NOT APPROVED FOR INFILTRATION 5HALL BE PROVIDED WITH DRAINAGE OUTLETS (STUB -OUTS). STUB -OUTS 5HALL CONFORM TO THE FOLLOWING: A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, 50 A5 TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR 5UB-5URFACE DRAINS NECE55ARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET 5HALL HAVE FREE -FLOWING, PO51TIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE 5Y5TEM OR TO AN APPROVED OUTFALL LOCATION. B. OUTLETS ON EACH LOT 5HALL BE LOCATED WITH A FIVE-FOOT HIGH, 2 X 4 STAKE MARKED "STORM". THE STUB -OUT 5HALL EXTEND ABOVE SURFACE LEVEL, BE V151BLE AND BE SECURED TO THE STAKE. C. PIPE MATERIAL 5HALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN KCRS 7.03 AND, IF NON-METALLIC, THE PIPE 5HALL CONTAIN WIRE OR OTHER ACCEPTABLE DETECTION. D. DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE 5Y5TEM5 DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E. THE APPLICANT/CONTRACTOR 15 RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINE5 WITH RESPECT TO THE UTILITIE5 (I.E. POWER, GAS, TELEPHONE, TELEV151ON). F. ALL INDIVIDUAL STUB -OUTS 5HALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOMEOWNER. G. THE CITY DOES NOT ALLOW TAP -IN OR CUT -IN TEES ON MAIN5 FOR INDIVIDUAL LOT DRAINAGE. CONSTRUCTION SEQUENCE: I . BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT AND APPLICANT'S CONSTRUCTION REPRESENTATIVE. 2. FLAG CLEARING LIMIT5. 3. INSTALL 5TABILIZED CONSTRUCTION ENTRANCE. 4. INSTALL FILTER FABRIC FENCE A5 INDICATED ON PLAN. 5. INSTALL OFF5ITE CATCH BA51N PROTECTION. G. CONSTRUCT 5EDIMENT TRAP/POND. 7. CLEAR AND GRUB AREAS OF THE 51TE TO BE ROUGH GRADED OR FILLED. 8. INSTALL INTERCEPTOR SWALES/BERMS AND CHECK DAMS. 9. ROUGH GRADE 51TE AND INSTALL STORM CONVEYANCE 5Y5TEM AND RETENTIOWDETENTION FACILITIE5. PROVIDE INLET PROTECTION WHERE INDICATED. 10. INSTALL REMAINING UTILITIE5 AND BUILDING. 1 I . FIN15H GRADE 51TE AND CONSTRUCT ASPHALT PARKING AREAS, ACCE55 DRIVES, 51DEWALK5, CURBS AND GUTTERS. 12. COMPLETE 51TE STABILIZATION IN ACCORDANCE WITH LANDSCAPE PLAN5. 13. CLEAN STORM DRAINAGE 5Y5TEM, ON AND OFF 51TE, OF ALL 5EDIMENT AND DEBR15. 14. REMOVE TEMPORARY ERO51ON CONTROL FACILITIE5 WHEN 51TE 15 COMPLETELY 5TABILIZED. EROSION / SEDIMENT CONTROL NOTES: 1. APPROVAL OF TH15 EROSION/SEDIMENTATION CONTROL (E5C) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DE51GN (I.E. 51ZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIE5, ETC.). 2. THE IMPLEMENTATION OF THESE E5C PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE E5C FACILITIE5 15 THE RE5PON51BILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION 15 APPROVED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON TH15 PLAN 5HALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO D15TURBANCE BEYOND THE FLAGGED CLEARING LIMITS 5HALL BE PERMITTED. THE FLAGGING 5HALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 4. THE E5C FACILITIE5 SHOWN ON TH15 PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN 5UCH A MANNER A5 TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE 5Y5TEM OR VIOLATE APPLICABLE WATER STANDARD5. 5. THE E5C FACILITIES SHOWN ON TH15 PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED 51TE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE E5C FACILITIE5 5HALL BE UPGRADED (I.E. ADDITIONAL 5UMP5, RELOCATION OF DITCHE5 AND 51LT FENCES, ETC.) A5 NEEDED FOR UNEXPECTED STORM EVENTS. G. THE E5C FACILITIE5 5HALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED A5 NECE55ARY TO ENSURE THEIR CONTINUED FUNCTIONING. 7. ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAY EMBANKMENTS, WHERE NO FURTHER WORK 15 ANTICIPATED OR A PERIOD OF 2 DAYS (WET 5EA50N) OR 7 DAYS (DRY SEASON), 5HALL BE IMMEDIATELY STABILIZED WITH THE APPROVED E5C METHODS (I.E. SEEDING, MULCHING, NETTING, ER05ION BLANKETS, ETC.) 8. ANY AREA NEEDING E5C MEA5URE5, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRE55ED WITHIN 15 DAYS. 9. THE E5C FACILITIE5 ON INACTIVE 51TE5 5HALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 24 HOURS FOLLOWING A STORM EVENT. 10. AT NO TIME 5HALL MORE THAN ONE FOOT OF 5EDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION 5HALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM 5Y5TEM. 1 1. 5TABILIZED CONSTRUCTION ENTRANCES AND WASH PADS 5HALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEA5URE5 MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 12. WET 5EA50N REQUIREMENTS A5 DESCRIBED IN APPENDIX D. SECTION D.2.4.2 OF THE KCSWDM ARE IN EFFECT BEGINNING OCTOBER I THROUGH APRIL 30. 13. ANY PERMANENT RETENTION/DETENTION FACILITY USED A5 A TEMPORARY SETTLING BA51N 5HALL BE MODIFIED WITH THE NECE55ARY ER0510N CONTROL MEA5URE5 AND 5HALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY 15 TO FUNCTION ULTIMATELY A5 AN INFILTRATION OR D15PER510N 5Y5TEM, THE FACILITY SHALL NOT BE USED A5 A TEMPORARY 5ETTLING BA51N. NO UNDERGROUND DETENTION TANKS OR VAULTS 5HALL BE USED A5 A TEMPORARY 5ETTLING BA51N. 14. WHERE SEEDING FOR TEMPORARY EROSION CONTROL 15 REQUIRED, FAST GERMINATING GRA55E5 SHALL BE APPLIED AT AN APPROPRIATE RATE (I.E. ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY 80 POUNDS PER ACRE). 15. WHERE STRAW MULCH FOR TEMPORARY ERO51ON CONTROL 15 REQUIRED, IT 5HALL BE APPLIED AT A MINIMUM THICKNE55 OF TWO INCHE5. I G. MANAGEMENT PRACTICES PROVIDING SIGNIFICANT TREE PROTECTION 5HALL BE PROVIDED PER SECTION 19.120 OF FWRC. LAKEHAVEN UTILITY DISTRICT WATER NOTE: 1. TH15 PROJECT 5HALL BE CONSTRUCTED IN ACCORDANCE WITH LAKEHAVEN WATER 4 SEWER DISTRICT 'WATER 5Y5TEM AND SEWER 5Y5TEM 5TANDARD5' APPROVED BY THE WASHINGTON 5TATE DEPARTMENT OF HEALTH ON JUNE 8, 1994 AND ANY ADDENDA THERETO. LAKEHAVEN UTILITY DISTRICT SEWER NOTES: 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE 5TANDARD5 OF LAKEHAVEN WATER SEWER D15TRICT AND WASHINGTON STATE DEPARTMENT OF TRANSPORTATION/WASHINGTON 5TATE CHAPTER AMERICAN PUBLIC WORKS A550CIATION (WSDOT/APWA) "STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION," LATEST EDITION. 2. CONTRACTOR 5HALL VERIFY THE LOCATION OF ALL UTILITIES THAT MAY BE AFFECTED BY TH15 WORK AND SHALL NOTIFY APPROPRIATE UTILITY COMPANIES TO FIELD -LOCATE THEIR FACILITIE5 BEFORE STARTING ANY EXCAVATION, IN ACCORDANCE WITH RCW 19.122. 3. CONNECTIONS OF NEW MAINS TO EXISTING FACILITIE5 5HALL BE TEMPORARILY SEALED OFF UNTIL AFTER UPSTREAM CONSTRUCTION 15 TESTED, CLEANED AND ACCEPTED. ALL CONSTRUCTION DEBRIS AND WATER 5HALL BE REMOVED PRIOR TO OPENING THE SEAL, WITHOUT FLUSHING THE DEBR15 DOWNSTREAM. 4. GRAVITY SEWER PIPE MATERIAL SHALL BE A5 SHOWN ON THE PLANS, WHICH WILL BE ONE OF THE FOLLOWING AND NOT NECE55ARILY INTERCHANGEABLE: • POLYVINYL CHLORIDE (PVC) ASTM D-3034, 5DR 35 (4" THROUGH 15-) OR ASTM F-G79, 5DR 35 (18" AND LARGER) • POLYVINYL CHLORIDE (PVC) AWWA C-900, DR-18 (4" THROUGH 12") OR AWWA C-905, DR-18 (14" THROUGH 3G") • HIGH DENSITY POLYETHYLENE (HDPE) ASTM F-894, WITH GASKETED JOINTS • DUCTILE IRON AN51 A21 .5 I/AWWA C-1 5 1. MINIMUM CLA55 52, EPDXY -LINED WITH PROTECTO 401 TM CERAMIC EPDXY 5. CRUSHED SURFACING TOP COURSE (A.K.A. 5/8" CRUSHED ROCK) SHALL BE USED FOR PIPE BEDDING FOR RIGID AND FLEXIBLE GRAVITY SEWER PIPE. THE MATERIAL 5HALL BE PLACED UNDER THE PIPE TO A COMPACTED DEPTH OF 4" (FOR 27" AND SMALLER PIPE), AND TO A COMPACTED DEPTH OF G" (FOR PIPE GREATER THAN 27"). THE MATERIAL 5HALL BE PLACED G" OVER THE TOP OF FLEXIBLE PIPE AND TO THE SPRINGLINE OF RIGID PIPE. TO A55URE UNIFORM SUPPORT, THE MATERIAL 5HALL BE CAREFULLY WORKED UNDER THE PIPE HAUNCHES WITH A TOOL CAPABLE OF PREVENTING THE FORMATION OF VOID SPACES AROUND THE PIPE. G. ALL TRENCH 13ACKFILL 5HALL BE COMPACTED TO 95% OF RELATIVE DEN5ITY, OR GREATER IF 50 SHOWN ON THE PLANS OR OTHERWISE REQUIRED BY THE ROAD AGENCY HAVING JURISDICTION, FROM THE BOTTOM OF THE EXCAVATION TO THE SURFACE. DEVELOPER 5HALL BE RE5PON51BLE FOR ALL CO5T5 INCURRED FOR COMPACTION TESTING. 7. TRENCH BACKFILL SHALL BE COMPACTED PRIOR TO TESTING SEWER MAIN PIPE, AND 51DE SEWER 5TUB(5) 5HALL BE AIR TESTED AT THE SAME TIME A5 THE SEWER MAIN. 8. MANHOLES SHALL CONFORM TO WSDOT/APWA STANDARD PLAN B-23A, TYPE I OR TYPE 2 WITH ECCENTRIC CONES, AND INCLUDE I -INCH GALVANIZED DROP SAFETY STEPS OR POLYPROPYLENE SAFETY 5TEP5 (LANE INTERNATIONAL CORP. PART NO. P-14938) AND AT LEAST ONE (1), AND NO MORE THAN FIVE (5). FOUR -INCH (4) HIGH ADJUSTMENT RINGS BELOW THE FRAME AND COVER. ALL MANHOLE EXTERIOR SURFACES 5HALL RECEIVE A PROTECTIVE COATING OF BITUMINOUS COAL TAR TO A MINIMUM THICKNE55 OF 50 MILS, APPLIED AT THE FACTORY. WHERE NOTED ON THE PLANS, MANHOLE INTERIOR SURFACES 5HALL RECEIVE A CORROSION PROTECTIVE EPDXY COATING OF: • POLYSHIELD 55-1000 (BY SPECIALTY PRODUCTS, INC. (LAKEWOOD, WA); 50 MILS MINIMUM THICKNE55); OiC • RAVEN® 405 (bY RL5 50LUTION5 INC. (OKLAHOMA); 100 MILS MINIMUM THICKNE55). ALL COATINGS 5HALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 9. MANHOLE FRAMES AND COVERS 5HALL BE CAST IRON, WITH THE WORD "LAKEHAVEN" CAST IN THE TOP, 5HALL WEIGH 140 TO 150 POUNDS, AND SHALL HAVE A 51NGLE I -INCH LIFT HOLE FITTED WITH ONE W X 3" GALVANIZED CARRIAGE BOLT WITH BURRED END TO RETAIN THE NUT AND A FLAT WASHER TO ALLOW FOR I " BOLT TRAVEL. COVERS 5HALL BE 25" IN DIAMETER. 10. CONCRETE COLLARS REINFORCED WITH WIRE MESH 5HALL BE INSTALLED PER D15TRICT STANDARD PLAN WHERE SHOWN ON THE PLANS. 11. MANHOLE CHANNELS 5HALL BE PRODUCED TO THE FULL DEPTH OF THE A55OCIATED PIPE DIAMETER AND TO A WIDTH NO LE55 THAN THE OUT5IDE DIAMETER OF THE A550CIATED PIPE AND NO MORE THAN Y-INCH IN EXCE55 OF THE OUTSIDE DIAMETER OF THE A550CIATED PIPE. MANHOLE CHANNELS 5HALL HAVE A SMOOTH FIN15H. TO MINIMIZE TURBULENCE, 51DE CHANNELS FROM INLET PIPELINES 5HALL BE CURVED TOWARD THE OUTLET PIPELINE TO PROVIDE A SMOOTH LAMINAR FLOW TRANSITION FROM ALL INLET PIPELINES TO THE OUTLET PIPELINE. CHANNEL MATERIAL 5HALL BE A 5HRINK-RE515TANT GROUT MIX, U51NG G5ACK5 PER CUBIC YARD PORTLAND CEMENT AND 7/8" GRADED AGGREGATE. FOR GRAVITY SEWER 5Y5TEM5 15" AND LARGER, PREDL® MANHOLE LINER 5Y5TEM5 BY PREDL 5Y5TEM5 NORTH AMERICA. INC. (BURNABY. B.C.) 5HALL BE UTILIZED FOR CHANNELS, FLOORS AND PIPELINE CONNECTION 5Y5TEM5 FOR MANHOLES. 12. MANHOLE SHELVES 5HALL HAVE A BROOM FIN15H, AND BE SLOPED Y2-INCH TO I -INCH PER F0OT TOWARD THE CHANNEL. 13. PIPE ENDS OF ALL INLET AND OUTLET PIPELINE5 5HALL NOT EXTEND MORE THAN 2 INCHE5 IN51DE THE MANHOLE, AND ALL PENETRATIONS 5HALL BE SMOOTHLY GROUTED AROUND THE PIPE WITH 5HRINK-RE515TANT GROUT. 14. NO JOINTS FOR FLEXIBLE PIPE INLETS AND OUTLETS SHALL BE WITHIN 10 FEET OF THE MANHOLE, AND PIPELINES 5HALL BE CONNECTED TO THE MANHOLE WITH PVC MANHOLE COLLARS. FLEXIBLE BOOT COLLARS ARE PROHIBITED. 15. 51DE SEWER 5TU85 SHALL BE INSTALLED AT A GRADE OF AT LEAST 2%, AND THEIR TERMINI 5HALL BE AT A DEPTH ADEQUATE TO 5ERVE THE INTENDED PROPERTY, CAPPED AND MARKED BY A WHITE 2X4 P05T LABELED "SANITARY 51DE SEWER." PERMIT NO, XX-XXXXXX-XX W m. r DATE Ln Ln :3 u pq Q Li I CATCH BASIN RIM = 380.05 SANITARY SEWER MANHOLE SECTION 22TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. IE = 373.82 (12" HDPE) (IN) (NW) RIM: 382.G I , IE = 37G.33 (G" PVC) (IN) (NE) IE = 373.32 (20" HDPE) (IN) (NE) IE: 3G7.G I (IN) (NE) IE: 3G7.91 (OUT) (5W) KING COUNTY WAS HINGTON CATCH BASIN RIM = 382.08 IE = 373.28 (20" HDPE) (OUT) (5W) a 'T3 i / [E = 375.39 (20" HDPE) (IN) (NE) IE = 375.37 SS — ss — ss ss — ss — ss ss ss ss ss —ss—ss—ss—ss—ss ss—�S—ss s — ss — ss — ss — ss _SS —S- (20" HDPE) (OUT) (5W) — ss --srs-_— ss — ss — ss — ss — ss — ss — ss — ss — ss ss — ss —SS — — --- — — — — — — — — - -_ ZD— -� — — _--z ----- — — — — — — — — — — — — — — — — — — — — — — -- — — — — — —I — — — — — — — — — — ---- — — — — — — — D -- SD — SD — SD — SD SD — SD — SD -�e — SD — SD — SD — SD i SD SD —ISD —7/SD SD ---S D — S 4 SD Sq SD SD SD SD SD SD — SD — SD - — — — — — — — — — — — — — — —-- VVIC �i T -w-w-w-w-w-w-ww-w-w-w--w-w-w-w -w --w 0 W-W w w -' w-w-w-w-w-w-w-w-w 15LAKEHAVEN UTILITY w w —Iw—w—v/—w—w—w—w—w—w— D15TRICT WATER EA5EMENT b oo cb C]T - --------------- ------ - -- I v I u t-7 L- f -"% J Li 1-4 L., ENERGY EA5EMENT 4. 06 0 o 6n, v x tl -6 C/ 77/-/ 0 1177 -0 LLJ BENCH (TYP) > uj gip,. Lu v Z.- s. 1"Lu <n'ti CL c CONCRETE 5TAIR LL of Lu , CONCRETE STAIRS w 4.•Io IL Lu 0 > LL 0 BIKE RACK ¢- I-4 I �'� 4 4 • `° u FALCON BUILDING OSPREY BUILDING TABLE AND CHAIR5 (TYP) V� . 17 BIKE RACK 6 :a. - / p-\-P-PAP- L 51 CATCH BA51N RIM = 380.73 cl IE = 375.OG (G" PVC) (OUT) (E) S7 5F -lLc- TC G. GG ss- L G G —385— 51 'OTT — \, I I IX V, '7 v F� L ----------- ----------- T --------------------- , N C)aj LAKEHAVEN UTILITY 15' D15TRICT WATER EA5EMENT RIM 380.41 w -w-w--w-w-w-w-w l-w w w w-w--w-w-w CATCH BASIN GENERATOR BUILDING CATCH BASIN IE 371.92 (12" HDPE) (IN) (515) \1 I 9 1 RIM = 382.4G ILDING wl- -'vl 'w-w- - — — — — — — — — — — — — — — — — — — — — — — — — — --- — -- IE = 37 1 .0 1 (2-4 HUM (IN) (--7W) - - - - - - - - - - - - - - - - - - - : — — — — — — IV — — — — — — IE = 372.21 (24" HDPQ (OUT) (NE) 4- — — — — — — — — — — -- — — — — — — — — — --- IE = 370.95 (240 HDPE) (OUT) (NE) IE = 371.2G (24"HDPE) (IN) (5W) IE = 37G.48 (G" PVC) (IN) (NW) -SD — SD — SD — SD — SD — SD — SD — SD — SD — SD — SD — SD SD — D SD — SD SDI— SD — SD S---SD —SD—SE—SD su -- SD) SD — SD — SD — SD — SD — SD — SD —T SURVEY LEGEND 1:1 p POWER VAULT m POWER TRANSFORMER p POWER METER LIGHT STANDARD El LT LIGHT JUNCTION BOX 1:1 T COMMUNICATIONS VAULT u T Elu aW ow fRR OBO Os oco EQ p IV oc —G—G—G— SD SD ss ss --w—w—w- -p—p—p- -xxx- -XXX- - — — — — — — — — - F—� 0 �DESC X" COMMUNICATION5 MANHOLE UTILITIE5 VAULT WATER VAULT WATER METER WATER VALVE FIRE HYDRANT IRRIGATION VALVE BLOW OFF SANITARY SEWER MANHOLE 5ANITARY 5EWER CLEANOUT CATCH BA51N MAILBOX GA5 VALVE GA5 METER GA5 LINE 5TORM LINE 5EWER LINE WATER LINE POWER LINE MAJOR CONTOUR MINOR CONTOUR PROPERTY LINE EA5EMENT LINE CONCRETE ROCK SHRUB TREE SITE AREA: O.GO AC / 2G.000 5F 0 10 20 =NEI 5CALE PERMIT NO. XX-XXXXXX-XX I DATE SECTION 22, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. KING COUNTY, WASHINGTON 5 APPROVAL REQUIRED FOR U5E/ACCE55 WITHIN ZONE 1510N FOR U5E/ACCE55 REQUIRE5 5URFACE PROTECTION NFENCED, UNPAVED 5URFACE5 WITHIN ZONE B E PROTECTION MEA5URE5 LAYER, G"-8°DEPTH WOOD 'LATE5 NCO CL[_ytl ItJIV ZONE C DIA=2X �- ZONE B DIA=X I . 8' MAX O.C. SPACING ANCHOR P05175 5HOULD BE MINIMUM G' TALL T-BAR FENCE P05T 48" ORANGE VINYL CON5TRUCTION FENCING DIAMOND ME5H (TYP) ANCHOR POSTS MU5 IN5TALLED TO A DEPTH 01 LE55 THAN 1/3 OF THE Tt HEIGHT OF THE P TRENCHING/EXCAVATION ZONE A (CRITICAL ROOT ZONE 1. NO DISTURBANCE ALLOWED WITHOUT 51TE-5PECIFIC IN5PECTION AND APPROVAL OF METHOD5 TO MINIMIZE ROOT DAMAGE. 2. TUNNELING REQUIRED TO IN5TALL LINE5 3'-0' BELOW GRADE OR DEEPER ZONE B (DRIPLINE) I . SURFACE PROTECTION' MEA5URE5 REQUIRED TRENCHING ALLOWED A5 FOLLOWS: - EXCAVATION BY HAND OR WITH HAND -DRIVEN TRENCHER MAY BE REQUIRED - LIMIT TRENCH WIDTH. DO NOT DISTURB ZONE A MAINTAIN 2/3 OR MORE OF ZONE B IN UNDISTURBED CONDITION 2. TUNNELING MAY BE REQUIRED FOR TRENCHES DEEPER THAN 3'-O" ZONE C (FEEDER ROOT ZONE) 1. 5URFACE PROTECTION' MEA5URE5 MAY BE REQUIRED TRENCHING WITH HEAVY EQUIPMENT ALLOWED A5 FOLLOW5: - MINIMIZE TRENCH WIDTH - MAINTAIN 2/3 OR MORE OF ZONE C IN UNDISTURBED CONDITION TREE PROTECTION TIMELINE: 1. 5TAKE THE BACK LOT CORNER5 OF LOTS 14 THROUGH 34 AND THE BOUNDARY OF THE TREE TRACT. 2. CONTACT WA5HINGTON FORE5TRY CON5ULTANT5 INC. (3GO-943- 1723) TO INSPECT THE TREE5 AT THE BACK5 OF THE LOTS AND AT THE EDGES OF THE TREE TRACT. TH15 MAY INCLUDE 5ELECTIVE TREE REMOVAL TO FAVOR HIGHER QUALITY TREE5 IN THE TREE TRACT. 3. HEAVILY FLAG THE TREE TRACT AND ROOT PROTECTION ZONE AROUND ANY INDIVIDUAL SAVE TREE5. 4. COMPLETE LOGGING, INCLUDING THINNING AND HAZARD TREE REMOVAL FROM IN THE TREE TRACT. 5. COMPLETE CLEARING AND GRUBBING. G. IN5TALL TREE PROTECTION FENCE5 A5 DELINIATED ON THE CIVIL DRAWING5 OR MARKED BY WF.51­1INGTON FORE5TRY CON5ULTANT5 INC. PRIOR TO THE START OF GRADING. CONTACT WA5HINGTON FORE5TRY CON5ULTANT5 INC. TO INSPECT THE FENCE5. 7. MAINTAIN FENCE5 THROUGHOUT CON5TRUCTION. 8. CON5TRUCT PROJECT. 9. IF UNFORE5EEN ENCROACHMENT5 MU5T OCCUR TO THE PLANNED TREE TRACT, CONTACT WA5HINGTON FORESTRY CON5ULTANT5 INC. PRIOR TO THE DISTURBANCE 50 THAT AN A55E55MENT CAN BE MADE AND RECOMMENDATION5 TO PROTECT TREE HEALTH CAN BE PRE5CRIBED. I . THE TREE PROTECTION FENCE SHOULD BE MAINTAINED THROUGHOUT GRADING AND CON5TRUCTION AND 5HALL NOT BE REMOVED UNTIL FINAL LANDSCAPING 15 IN PROGRE55. AT NO TIME 5HALL EQUIPMENT ENTER INTO THE ROOT PROTECTION ZONE (RPZ). ALL BRUSH CLEANUP WITHIN THE RPZ SHOULD BE COMPLETED BY HAND TO PREVENT DISTURBANCE OF NATIVE GROUND COVER5. NO CUTS OR FILLS OF UTILITY TRENCHING, MODIFICATION5 TO DRAINAGE, ETC. SHALL IMPACT THE RPZ. NO WIRE5, CABLES, OR OTHER DEVICES 5HOULD BE ATTACHED TO PROTECTED TREE5 DURING CON5TRUCTION. 2. CONTRACTOR 5HALL REFER TO 5PECIFICATION5 FOR ADDITIONAL INFORMATION. TREE PROTECTION FENCE DETAIL (DURING CONSTRUCTION) SCALE: N.T.5. TREE PROTECTION FENCE NOTES TREE5 IN PLANTING 5TRIP5 TREE5 IN TREE PIT5 ROOT ALL NON -PAVED PLANTING 5TRIP 5URFACE5 RETAIN EX15TING PAVING DURING CON5TRUCTION SUBJECT TO IMPACT (COMPACTION) BY PROTECTION CONSTRUCTION ACTIVITY 5HALL BE 5CHEDULE PAVEMENT REPLACEMENT TO MINIMIZE PROTECTED WITH G"-8"MULCH LAYER OR EXP05URE OF 5URFACE ROOT5 TO DRYING, 3/4" PLYWOOD PANEL5 EQUIPMENT DAMAGE, COMPACTION, ETC. EXP05URE FOR LONGER THAN 48 HOUR5 PROVIDE WOOD PLANKING OR STEEL PANEL5 REQUIRES MULCH APPLICATION z UNDER BACKHOE 5TABILIZER5 PLACED O ANYWHERE IN THE PLANTING 5TRIP 1-07. I G(2)t 0 NO 5TORAGE OF MATERIALS OR z EQUIPMENT IN THE PLANTNG 5TRIP 5HALL tu BE ALLOWED WITHOUT PROPER 5URFACE a PROTECTION AND WRITTEN AUTHORIZATION FROM WA5HINGTON FORE5TRY D u-1 CON5ULTANT5. QOVERHEADCANOPY BRANCHING LIKELY TO BE BY EQUIPMENT OPERATION 5HALL BE DAMAGED r PROTECTION BROUGHT TO THE ATTENTION OF THE ENGINEER WITH PREVENTIVE MEA5URE5 (PRUNING OR TIE -BACK OF BRANCHES) APPROVED BY THE WA5HINGTON FORESTRY CON5ULTANT5 AND PROPERLY EXECUTED BEFORE COMMENCEMENT OF THE WORK TRUNK PROVIDE 5'-0"MIN HEIGHT FENCE IN5TALLATION5 PROTECTION FOR EACH TREE TO ENCL05E ENTIRE TREE PIT OPENING. 51DEWALK MAINTAIN 2'-O" MIN CLEARANCE FROM FLARE PROVIDE 5-0%5-0" OR 4'-O"XG'-0" (24 5Q FT MIN) RECONSTRUCTION OF TRUNK WHEN 5ETTING FORM5. TREE PIT5 IN NEW 51DEWALK FOR NEW TREE5. TREE PIT 51ZE FOR EX15TING TREE5 5HALL BE ELONGATED (8'-010 12'-0'+). PIT5 MAY BE REQUIRED TO MINIMIZE ROOT IMPACTS WHILE MAINTAINING REQUIRED 51DEWALK WIDTH TRENCH OR 5EE 5TD PLAN NO 133 TUNNELING ADAPTER SKIRT (FOR A PERFECT FIT) GEOTEXTILE FABRIC EDGE OF EXISTING PAVEMENT EX15TING ROAD FRONTAGE RETRIEVAL STRAP OVERFLOW (TO BYPASS PEAK STORM VOLUMES) NOTES: 1. IN5TALL INSERT PER THE MANUFACTURER'S 5PECIFICATION5. 2. MAINTAIN AND REPLACE IN5ERT5 A5 RECOMMENDED BY THE MANUFACTURER, A5 REQUIRED BY THE IN5PECTOR OR PROJECT ENGINEER, AND A5 OTHERWISE NECE55ARY. EXISTING CATCH BA54N 5EDIMENT ACCUMULATION INLET SEDIMENT PROTECTION SCALE: N.T.5. FINISHED GRADE 5TRAW WATTLE PER W5DOT 5TD SPEC 9-14.5(5) 5URFACE RUNOFF NOTES: I . 5ECURELY KNOT EACH END OF WATTLE. OVERLAP ADJACENT WATTLE END5 12" BEHIND ONE ANOTHER AND .SECURELY TIE TOGETHER. 2. WATTLE5 5HALL BE IN5PECTED REGULARLY, AND IMMEDIATELY AFTER A RAINFALL PRODUCE5 RUNOFF. 3. PERFORM MAINTENANCE PER W5DOT 5TD SPEC 8-0 I .3(1 5). 4. WATTLES 5HALL BE REMOVED PER W5DOT 5TD SPEC 8-0 1.3(1 G) STRAW WATTLE DETAIL SCALE: N.T.5. 25MIN RADIUS GEOTEXTILE 4"-8" QUARRY 5PALL5 CONSTRUCTION ENTRANCE NOTES: I . MATERIAL SHALL BE 4 INCH TO 8 INCH QUARRY 5PALL5 AND MAY BE TOP-DRE55ED WITH I INCH TO 3 INCH ROCK. (5TATE STANDARD 5PECIFICATION5, SECTION 8-15.) 2. THE ROCK PAD 5HALL BE AT LEA5T 12 INCHE5 THICK AND 100 FEET LONG. WIDTH 5HALL BE THE FULL WIDTH OF THE VEHICLE INGRE55 AND EGRE55 AREA. 3. ADDITIONAL ROCK 5HALL BE ADDED PERIODICALLY TO MAINTAIN PROPER FUNCTION OF THE PAD. 4. IF THE PAD DOES NOT ADEQUATELY REMOVE THE MUD FROM THE VEHICLE WHEEL5, THE WHEEL5 5HALL BE H05ED OFF BEFORE THE VEHICLE ENTERS A PAVED 5TREET. THE WASHING 5HALL BE DONE ON A AREA COVERED WITH CRU5HED ROCK AND WASH WATER 5HALL DRAIN TO A 5EDIMENT RETENTION FACILITY OR THROUGH A SILT FENCE. CONSTRUCTION ENTRANCE DETAIL SCALE: NT5 PERMIT No. XX-XXXXXX-XX o� ■ 1 APPROVED J DATE In In 5 u s d pq W t_ 0 J m a m d CU ti m 0 cu 1z 0 d Q W r-' 0 J 0- Z Q d W a Z Q Q o6 L3 Q LK LD I ('7 U Q Q Q Q 0 u d C) 0 0 E 0 0j w CONNECT TO EX15TlNG CATCH BA5lN S E C I ION 22 RIM = 380.05 1 EX IE = 373.82 (12" HDPE) (IN) (NW) EX IE = 376.33 (G" PVC) (IN) (NE) EX IE = 373.32 (20" HDPE) (IN) (NE) IE = 376.33 (G" PVC) (IN) (E) EX IE = 373.28 (20" HDPE) (OUT) (5W) -- ��- ss _ `ss - S, _ SS SS -�- SS -_ SSSS -__ SS :S - SS _ SS _ .. ss 382 S - a SD --- - SD SD S D ,- - - SD S _ _ SD 0-- SD -- SD � --- Sr) -- S .-rt S 4� - SD SD / TC: 382.70' BC: 382.20 TC• 381 65 SEE ARCH DWGS FOR 36 LF 8" PERFORATED TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. KING COUNTY, WASHINGTON uj Zi CM6 , lij OI0 W2 Lu 01 \ u- i � I ' S S -_ S S---- S S ____v__. s S _._._. S S-----�-- S S ------ S SAS == S S- -- ,, , w S S __ S S S_. S S S S S S S- - S S S S d_ _ S S CONNECT TO EXISTING CATCH BA51N - ,- - _..,-.. - - ,_._. _.. - - - --- _ - - - _.._ - _ RIM = 382.05 EX IE = 375.39 (20" HDPE) (IN) (NE) '--- '' -- IE = 376.39 (8" PVC) (IN) (5E) �' -- S D D- ----. _.w S D „ �" --SD- SD-'EX D S .,.�...__._ EX IE = 375.37 (20 HDPE) (OUT) (SW) � D -- S D .-.__._--1 .-..-...._.. S D-_____- S D _.-_.. - S D _ X 26 LF 8" PVC 5D @ 1 .43% - - __ - .._._ - _.,_ - _.., __._ __ __ TC:382.99 0 BC:382.49 I `'TC: 383.61 •.:. :.. _ BC: 383.1 i o D o ! 2" DRAIN BASIN v v 1 C: 382:12 J, 'v TC: ° 82. 29 D ^ . o r RIM = 382.97 .. s D v TC 38 i n ° D o RIDGELINE (TYP) I. D s B�: 38 f,620 BC; 38 I9.' ° D F D TC 381.6�N BC: °3$ i .3 l `4�2 o D o 0 D 3 a D IE = 376.77 (8 PVC) (IN) (SW) 3 op o TC: 383.70 r BC: °38 I.10 ° o b D - IE = 376.77 8" PVC OUT N ° o i D 383 .G2, BC: 383.20 o ° o 0 0 3$Z.56 t ) (OUT) t w) p° o /I o o v D v D R E. o R �� - oR ° '� D.� - D a / TC: D382.44�- ^..._ R - --�R .8.� - - v2_D a r�� � - �' � �83. l I ..�=--- a s BC: 81.94 �-- o o BC; 38i 2 3'o - �; f°'1 Dc� ` N ° D o` v TC: 384' 0 _383556° BC: 383 50 c •t o { Y. j)f v0 t �.a - ,n � / IP2 DRAIN B,+ I D o �- 61 D TC: 382.90 aD• RA AS N , o � -�-�- TC..381.4C v o a D I' s� v v •S o : 3,52.40 ' ° ° RIM = 382.49 D a �cj% 262 0� MIN PERVIOU5 CONCRETE , v o TC: 38� 04 ° �3C; 38096 IE = 377.28 8 PVC (IN) 5E @ BC 383.5 ( ) ( ) t ) v VALLEY (TYP)` 'u i IE = 377.28 (8" PVC) (OUT) (NE) 86 LF 6 PVC , 3 D v D w o POOL DRAIN LINE ' v` D 381.59 w w wA v D �.;� I `' 66 LF 8 PERFORATED /� o o S o o 18 oD , PVC 5D @ 1.43% o ''� o 384 o °- TC: 3&2a88 \ ° . w w w w w w_-_.)'''-- r�e° .�'-^,�✓`j /'`'�` ww w ww w .wy w ww w wW w w w w� �wws w ww. 4w w p w ° w °° I v°- siII D r : - j - (`o � � fIv v "'_v -D oo.. 1/ ° j/ /� D '/,383.0 IG;382.38' :�GRADE BREAK (TYP) 83 iv 9.y "`-+- � w w W w w w w w W gi w ai i� v° v �� w/LV w w w w � w W w w w I �,✓�i c"±`% „*p �,r w w POOL DRAIN CLEANOUT w\ w D DKw83.61 w w `---� s•"a{� w w w w I w w w w\\ BUILDING Al ` J(j '-...� •f `!'. � 4 I _ `.. I o 1 � �j i / .^�`� w w w w w w w v. .i� 1 �.,...u1 �..,..^ ^+. `t' `✓ ,.✓..'. TC: 33.36 FF: 383.33 BUILDING B1'���` w w w w w BC: 38 D w w w w w w w w,86 FF: 383.50 54 LF G" PVC RD w w w w CONTRACTOR TO COORDINATE WITH ARCHITECT FOR POOL DRAIN CONNECTION w w , f ` .� �. 6 ° 15 LF G" PVC RD @ 2.0% MIN w w w w v w w O S D w w w w w w v w w .-.�A, @ 2.0°90 MIN w w ,� w 1 I ttti ROOF DRAIN CLEANOUT (TYP) , v \ J' `4 D v v° 8 }83 � P' 384. 14 2 384.55 A v ' D w w BC: 384.05 D-. A D w TJ'w O v w W 3$5a.. v"DA() w w w5<7 12" DRAIN BA51N RIM = 381 .62 384 • �8' 385 GL s` IE = 378.76 (8" PVC) (IN) (5E), „ew d�tn TC: 384 ,92 IE = 378.76 (8" PVC) (OUT) (N) w Iw w w DBC: 384.42SID° D o e �e385.z w w t ��' \ a 12 DRAIN BA51N 5EE ARCH DWG5 FOR 5TAIR5 D ` ;p. RIM = 381 .62 / D v D 0 2-�-�,c IE = 378.22 (8" PVC) (IN) (5) 4 38 LF 8" PVC ° IE = 378.22 (8" PVC) (OUT) (NW) \ b o a 384.67 5D @ 1.4396 jje o � o TC: 384.82 #� °{ e- vo ° •9� � � �' ,� :�.--_.....�..._.__.^.__��:�_ ,.,�� a o BC: 384;32 f a 38 I.68 1 °A1 o I �o D o v D� o TC: 384 J2 D-- FALCON BUILDING OSPREY BUILDING ° D ;oho�� a BCs:384.42 o° D D 4 LF 8" PVC 5D @ 1.4390 o D ° ` `D o D a45 o v w w w D j v • Q /� w w w w w w.'Sw- r v ' C C: 38� 03--D� ° .. FF: 385.76 F F: 381.7`'t I BC 384.53 �85.45 v W w w w Y w w w w w J o D 12" DRAIN BA51N ° RIM = 38 I.63 BUILDING B2I . IE = 378.96 (8" PVC) (IN) (NW) 0 �8 5 w w\ FF: 391.50 T 386.03 BG`c 385.53 � D ' g 5EE ARCH DWG5 FOR 5TAIR5 w3T � `�' I 38�0 If ice, f` rw w}- � w ......,,•w \ �Y j.' \ \. D 385.35 tf \ Dv {� w w W w wg'w^'� w w w w w v v. w W I w • \ W w w w w 385. I't{ jfb w w w W `Y v t� 1 �i_ v w 3•�� w L�+' w w W� w w �.'- f... W W vw W W 5. 1 f� w w w w w w w•,� w w w w w w w W w w ( ....., w v D --.r�_-'i.-�� W W < y/ �YSEr ..18�! • I� 1/.�1 i v w � w w w w w { � w W W � w w w ���` � D i v 38�I O' wZ-/-/ZZ-Z/ZZZZZZZZZZ/'ZZ22-zz-zl Z/ ZZ//-/ZZZZZZ/ ,,(ww w w W o D w w W w$ w w t v l` • w [�_ y--D-a W U W w w w v w w w '*.w w w W w ... w--"'--....`Y O -- .-..... . �...... j i -•^_" w S w O.. a, w W W EXISTING CATCH BA51N 5EE ARCH DWG5 FOR 5CREENING RIM = 380.73 w w w w OF ELECTRICAL EQUIPMENT w w w w w w w o w IE = 378.06 (G" PVC) (OUT) (E) 383.98 TC: 381.34 w 81 45 w w w w w w w w o cr-w w w w w w w w w w w w w w w w w\ w �o W W w v v w w w w w w TC: 383.82 w s w w w w w w w w w w w w A �/� v BC: 380.84 w w w w w w w w w w w w w 81w•33w } w W G Iw l7V w w w w v w w W �� w w w w w w w w w D a W W w w v 384 w w w w w w w 3.32 � � 3 � D BC 38 383;57 ✓ o o �D „' �_ - L" '�' `4 O 4• w w w w w w w w w w w W w w w tw Ali _ ` �/ V "' '- v ° v TC. 383.69bQ BC: 383.19 .___._.._..a...,..�._._..._w,.._.....--�...-�.:,... �� ` 0 0 0 ,�+�Y v�w vw w - w w w w Ov w � J. ^*'-..,"'y--�'_ 0 _ w �iw �y w w W W - .. Q OW w ^ Tlr: 3V I .37 w w w w w aD I-M_tOv w I w w v. w {d' w w - W W3.48 wBG: 380.87 w w w w v W w D w w w !/'`- 1, TC: 383.4� 1 w w w (4e. `'- w � j� wBG.!. 3{..C2.99 1. �t .a7 v}✓; �. 1 i TG: 381 .30 'BC: �380:81 y w ° Q v 38 ! .5 ° D �'cp D o o D a �R D v N 383:1 OW w w w w w w w 7 wBC , 38?.9 iV w s 4 C O n `s , e .0 fv �:: o �5 I k •r:r .J .F. . ,., -:. 3. �.a, : ti. -ti.•y: .^�-,:,,,,,,,.y„',w�yw. . .,.. .:. �....u�� �+......uCu•,Y�.. ,.='•s� �s •sue., .. .-,.. may;' .. ., ia: ' TC: 381.22 �TG: 381.39 � ,.""� ,��._,..�-,� -.-" �--------v" BC:380.72 BC:380.89 `� I \ TC.383.29 �I BC: 382.79 SD - SD SD .._ _Ste: - S ; � SD __� SD _ SD _ SD SD,_ SD S ; ___ SD - S } _._ S �__ D -� Su -_`? ; SD SD - Si S ; SD SD -� I Sid SD F� __ SD} SD ------ SD - -- SD � _ _ SD -..... .. S,; _ _ SD --_.-- SDIS^' 1yo BC: 381 .1 5 REFLECTING POOL DRAINAGE �\ PVC SD @ I .43°Io -...._..�.' i -.e.--...._-..... _ e .._._�.,...._. '.+ :, �R' '#+-�•o-•;�:e41. .._.... ...., ......_.. .. ... .._.... .... - .. ...._ RI LEGEND PROPERTY LINE - - - EA5EMENT -- -- --- - - - - _r --- -- LOT LINE z CURB 4 GUTTER RETAINING WALL SPOT ELEVATION •--xxx•xx XXX.XX SLOPE ARROW X% 5TORM DRAIN SD ROOF DRAIN RD FLOW DIRECTION 202- U CATCH BA51N TYPE 1 CATCH BA51N TYPE 2 Qft REFLECTING POOL FLOOR DRAIN -0 Q MINOR CONTOUR (PROPOSED) XXX o MAJOR CONTOUR (PROP05ED) XXX U m EXISTING CONTOUR - ----XXX- - - - RIDGE LINE - - R - - - R uu GRADE BREAK LINE o EXISTING WATER LINE O EX15TING 5EWER LINE -' Ss ---- SS --- SS ----- SS _- z EX15TING STORM LINE SD ------- SD - -- SD EXISTING OVERHEAD UTILITY _ _LI ,---[11H DI..I, H ` EXISTING GA5 LINE ----; -- - - - - <, , h a N EXISTING CONCRETE !t z �w M P * S PROPOSED CONCRETE a PERVIOU5 CONCRETE PROP05ED A5PHALT:,� ; �, \` Q �" o LAND5CAPE AREA w w w w w w w WOOD DECKING DRAIN ROCK GRADING VOLUMES (CY): CUT = 149 FILL = 284 NET FILL = 135 IMPERVIOUS AREAS (SF): EX15TING = 5,231 PROPO5ED = 10,206 • 10 20 5CALE PERMIT NO. XX-XXXXXX-XX DATE SECTION 22, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. KING COUNTY, WASHINGTON (y) 0- (y) d r- w 0 cu IJ5 CD L c5 2— LLJ F— F— \ leI ( - CONNECT TO EX15TING 55HM ss RIM -- 382.G I ss ss ss ss ss ss ss ss- ss ss s sss ss ss ss ss ss ss ss ss ss ss—ss—ss---Ss—ss—ss----s SS SS SS SS ss—ss EX IE = 3G7.91 (IN) (NE) (FIELD VERIFY SIZE) IE = 3G7.91 (G" PVC) (IN) (E) EX IE = 3G7.G I (OUT) (5W) (FIELD VERIFY 51ZE) SD S D S D S D S D S D S D S D S D SD --SD—SD--SD---SD—,-,-SD---SD— SD —SD ----SD--- SD SD SD STJ SD SD SD SP . ..... SD SD SD - —SD—SD—SID CONNECT TO EX15TING WATER MAIN. CONTRACTOR TO VERIFY LOCATION, MATERIAL, * 51ZE .—\hl ---w --w ---w -----W ---W,----W --w ---w --w -----W —w w --w ---w 1--w -----w ---zoo, 6 v WATER MAIN CONNECTION PER 00 G" \fvr'rf- Iv LAKEHAVEN UTILITY D15TRICT CONNECTION STANDARD PLAN 5- 1 9cj ON DWG C4.1 5EE ARCH DWG5 FOP, a CONNECTION 5ANITARY SEWER N 55 CLEANOUT I If 377.0-5 X P 32 LF 5/8" EI DOMESTIC SERVICE v 5EE ARCH DWG5 FOR V ON -SITE LIGHTING (TYP — — — - — — — — — — ---- — 5 0 EF: ARCH p TE v -H LI GHTING IG _ I DWG5 HTING 0 FOR ON 7--\ 5EE ARCH DWG5 FOP, 15e 5- WATER CONNECTIONTION X , BUILDING Al \J' W w W w � W W W w � � a O� i O _ .'i - o � ,Kw W w V W w w W ���e�-+..,•°/W'�"'�`N W `~wjf,,\�//��' FF: 383.33 FF: 383.50 V 1777771— �71 I r V 0� p p p V.. `7 T 11711 v 17 v 17 5EE ARCH DWG5 FOR CON5TRUCTION OF FIRE LACE ,a 1 o oa Doa Q o 9 a FALCON BUILDING OSPREY BUILDING to v IV w 41 110 -..� v� I.. — FF: 385.76 '41 F F: 381-74 ,\ BUILDING B2' FF: 391.50 GI dw Iw - - P'- PW Z cr p p P Z >- LLJ z LJJ,' T:D X, L0 < 4) co uj Z-ZZZZZ ////ZZZZZZ/ZZZZZZ� G "'�''^-. A''t�)~ . v ,...,.,-..-.-, _W Z -, I`,L�L. W WW W W ow W w W w,..W ww .- O P'D-,-.,-.vA.."� W {LT' _-W'-. w //// 1oJ1 //// {// C-1 — 1 1 1 G X --o . . . . . . p . . . . . . . . . . . . . > Lw W-Tj 17 L. . ....... w w Tj O O ---w --w ----w ----w w--w—w—w—w—w--w---w—'----w----w---w---w :D z r�AP :D —SD SD S D S D S D SD SD SD,---- SD Aj --- SD SD SD S SD — SD SD SD SD SD SD SD SD SD SD SD SD SD 43-SD SD SD SD SD 'D SD SD - LEGEND PROPERTY LINE LOT LINE 5EWER LINE 5EWER, 5ERVICE LINE SEWER MANHOLE 5EWER CLEANOUT FLOW DIRECTION PROPOSED WATER LINE PROPOSED WATER METER PROPOSED WATER TEE WITH THRUST BLOCKING 4 GATE VALVE PROPOSED BEND WITH THRUST BLOCKING EXISTING WATER LINE EX15TING 5EWER LINE EXISTING 5TORM LINE EXISTING OVERHEAD UTILITY EXISTING GA5 LINE ss w—w—w---w —ss ss — ss -- ss — SD — SD — SD —0H-0H—DH-0H- --G —G—G—G 0 10 20 5CALff PERMIT NO, XX-XXXXXX-XX I APPROVED I Em T.O. WALL 18'-0-0" _UMN & BEAM AP, TYP _ T.O.S. 12'-41/2" FINISH FLOOR 0'-0' Car) ULJ -0 O N .� ck� tJ'3 W tzr C? 00 CLN ai � m Falcon 33930 Weyerhaeuser Way S 1 WEST ELEVATION - BUILDING B1 Federal Way, WA 98001 SCALE: 1/4" = 1'-0" T.O.. ROOF S 20'-6" T.O. WALL 16'-11-11' FINISH FLOOR 2 EAST ELEVATION - BUILDING B1 SCALE: 1/4" = 1'-0" EXTERIOR MATERIAL SPECIFICATION KEY NOTES: METAL WALL PANELS STOREFRONT WINDOW SYSTEM 1 CONCRETE WALKWAY/PLAZA. REFER TO CIVIL PLANS. WOOD PANELS MP MFG: AEP SPAN MFG: KAWNEER 20 LANDSCAPE BED WITH DRAINAGE ROCK. REFER TO CIVIL AND ARCHITECTURAL 1 PRODUCT: SPAN-LOK HP SF 1 SYSTEM 601 UT THERMAL WD SPECIES: GRADE: WESTERN RED CEDAR 'A' CLEAR DETAILS. SIZE. 12" WITH 2" H RIBS FRAME SIZE: 2" X 6" 1 TYPE: TONGUE AND GROOVE O ROLL UP GARAGE DOOR. REFER TO DOOR SCHEDULE AND ELEVATIONS. COLOR #: - TYPE: CENTER PLANE COLOR: ANODIZED ALUMINUM SIZFINISH: PURE OIL, APPLY POLYURETHANE COAT GUARDRAIL. REFER TO ARCHITECTURAL DETAILS. U VALUE: 0.33 AFTER INSTALLATION O5 CONCRETE RETAINING WALL/BENCH. METAL TRIM F MFG: KAWNEER © LANDSCAPE WITH RIVER ROCK UNDER STRUCTURE. SYSTEM: 601 UT THERMAL MT MFG: e - FRAME SIZE: 2" X 4 PRODUCT. 22 GA SHEET METAL TYPE: CENTERR PLANE COLOR: MATCH COLOR AND FINISH OF METAL PANEL COLOR: ANODIZED ALUMINUM U VALUE 0,33 S� PLAN Permit Number:. ROOF PANELS GLAZING ApprovedBy: Rp MFG: PRODUCT: AEP SPAN SPAN-LOK HP GL 8 MFG: PRODUCT: VITRO ARCHITRECTURAL GLASS (OR EQUAL) SOLAR BAN 60 LOW E + ARGON Date: �. 48 Comments: SIZE: 12" WITH 2" H RIBS COLOR : CLEAR + CLEAR COLOR #: - U VALUE: 0.29 DESIGN JPC DRAWN JC CHECKED CP NO. 18-0462 N3 REGISTERED ARCHITECT CHARLOTTE PATTERSON STATE OF WASHINGTON 03-07-19 PERMIT ISSUE Exterior Elevations 131 A-201 Refer to G-002 Sheet for General Notes Note: Not all keynotes are used on this sheet. © 2018, JPC ARCHIT EI QED MAR 11 20g9 COMMUNITYDEVELp MENT. U.J T.O. ROOF N WALL Cn 18'-0 , � d' < a :3 CO 00 CD T.O.SS N_ 12-41/2" m Falcon BUILDING 131 & B2 33930 Weyerhaeuser Way S Federal Way, WA 98001 FINISH. FLOOR 0'-0" I I I I I I I 1 NORTH ELEVATION - BUILDING 131 SCALE: 1/4" = V-0" DESIGN JPC DRAWN JC CHECKED CP NO. 18-0462 1 2 3 4 5 6 t y . . — . . — . — . . — . . — . T.O. ROOF 12 I 21'-2" ® 1 T.O. WALL MT _ 1 I 16-11" SF GL �i MT 1 I T.O.S. 6283 REGISTERED COLUMN T 12'41/2 ARCHITECT WRAP TYP j� j� j�� I ' LCHARLOTTE PATTERS 0ATE OF WASHINGTN I I I I i SOUTH ELEVATION - BUILDING B1 SCALE: 1/4" = 1'-0" EXTERIOR MATERIAL SPECIFICATION METAL WALL PANELS MP MFG: PRODUCT: SIZE: COLOR #: METAL TRIM AEP SPAN SPAN-LOK HP 12" WITH 2" H RIBS MT MFG: - 1 PRODUCT: 22 GA SHEET METAL COLOR: MATCH COLOR AND FINISH OF METAL PANEL MP-1 ROOF PANELS RP MFG: AEP SPAN 1 PRODUCT: SPAN-LOK HP SIZE: 12" WITH 2" H RIBS COLOR #: - STOREFRONT WINDOW SYSTEM SF MFG: KAWNEER 1 SYSTEM: 601 UT THERMAL FRAME SIZE: 2" X 6" TYPE: CENTER PLANE COLOR: ANODIZED ALUMINUM U VALUE: 0.33 SF MFG: KAWNEER 2 SYSTEM: 601 UT THERMAL FRAME SIZE: 2" X 41 /2" TYPE: CENTER PLANE COLOR: ANODIZED ALUMINUM U VALUE 0.33 GLAZING GL MFG: VITRO ARCHITRECTURAL GLASS (OR EQUAL) 1 PRODUCT. SOLAR BAN 60 LOW E + ARGON COLOR CLEAR + CLEAR U VALUE 0.29 FINISH FLOOR WOOD PANELS mWD SPECIES: WESTERN RED CEDAR 1 GRADE: 'A' CLEAR TYPE: TONGUE AND GROOVE SIZE: 1X6 FINISH: PURE OIL, APPLY POLYURETHANE COAT AFTER INSTALLATION KEY NOTES: 10 CONCRETE WALKWAY/PLAZA. REFER TO CIVIL PLANS, O LANDSCAPE BED WITH DRAINAGE ROCK. REFER TO CIVIL AND ARCHITECTURAL DETAILS. O3 ROLL UP GARAGE DOOR. REFER TO DOOR SCHEDULE AND ELEVATIONS. ® GUARDRAIL. REFER TO ARCHITECTURAL DETAILS, O CONCRETE RETAINING WALUBENCH. © LANDSCAPE WITH RIVER ROCK UNDER STRUCTURE. 03-07-19 PERMIT ISSUE Exterior Elevations 131 A-202 Refer to G-002 Sheet for General Notes Note: Not all keynotes are used on this sheet. © 2018, JPC ARCHITECTS, LLC 1 FAI FAI I NORTH ELEVATION - BUILDING B2 SCALE:114" = 1'-0" T I T T.O. ROOF 17'-2" �T 0. WALL FINISH FLOOR 7' 0" ME 4 SOUTH ELEVATION - BUILDING B2 SCALE: 1/4" = 1'-0" T._0. ROOF T_0. WALL 16'-3" T.O.S. 14'-5 1 /2" FINISH FLOOR 7'-0-0" LANDING 0, 0" 2 WEST ELEVATION - BUILDING B2 SCALE: 1/4" = 1'-0" 5 EAST ELEVATION - BUILDING B2 SCALE: 1/4" = 1'-0" EXTERIOR MATERIAL SPECIFICATION T.O.S. 14'-5 1!2" FINISH FLOOR _ 7'-0" T.O. STEEL LANDING _ 0'-0" F F_L_ jj� L-L L - __ I J BUILDING SECTION B2 - EW GRID SCALE: 1/4" = 1'-0" T.O.S. . SLOPES T.O.S. . 14'-5 1 /2, FINISH F 7'-0'' T.O. STE 6-11" LANDING V) F_ LU �O O cat N V) US O O 00 CLr— N r � 01- I Falcon WILDING 33930 Weyerhaeuser Way S Federal Way, WA 98001 DESIGN JPC DRAWN JC 3 Q Q CHECKED CP ! NO. 18-0462 6 A-502 I i I I L__L_J L g BUILDING SECTION B2 - NS GRID SCALE: 1/4" = 1'-0" METAL WALL PANELS STOREFRONT WINDOW SYSTEM WOOD PANELS MP 1 MFG: PRODUCT: AEP SPAN SPAN-LOK HP MFG: mi KAWNEER SPECIES: WESTERN RED CEDAR SYSTEM 601 UT THERMAL 1 GRADE: A' CLEAR SIZE: 12" WITH 2" H RIBS FRAME SIZE: 2" X 6" COLOR #: - TYPE: CENTER PLANE TYPE: TONGUE AND GROOVE SIZE: 1X6 COLOR: ANODIZED ALUMINUM FINISH: PURE OIL, APPLY POLYURETHANE COAT U VALUE 0.33 AFTER INSTALLATION METAL TRIM SF MFG: SYSTEM KAWNEER 601 UT THERMAL MT 8 MFG: - 2 FRAME SIZE: 2" X 4 1/2" PRODUCT: 22 GA SHEET METAL TYPE: CENTER PLANE COLOR: MATCH COLOR AND FINISH OF METAL PANEL COLOR: ANODIZED ALUMINUM MP-1 U VALUE: 0.33 ROOF PANELS GLAZING RP MFG: PRODUCT: AEP SPAN SPAN-LOK HP GL MFG: 1 PRODUCT: VITRO ARCHITRECTURAL GLASS (OR EQUAL) SOLAR BAN 60 LOW E + ARGON SIZE: 12" WITH 2" H RIBS COLOR. CLEAR + CLEAR COLOR #: - U VALUE. 0.29 KEY NOTES: O CONCRETE WALKWAY/PLAZA. REFER TO CIVIL PLANS, O LANDSCAPE BED WITH DRAINAGE ROCK. REFER TO CIVIL AND ARCHITECTURAL DETAILS. O ROLL UP GARAGE DOOR. REFER TO DOOR SCHEDULE AND ELEVATIONS. ® GUARDRAIL. REFER TO ARCHITECTURAL DETAILS. O CONCRETE RETAINING WALL/BENCH. © LANDSCAPE WITH RIVER ROCK UNDER STRUCTURE. s283 REGISTERED ARCHITECT CHARLOTTE PATTERSON STATE OF WASHINGTON 03-07-19 PERMIT ISSUE Exterior Elevations & Building Sections B2 A-203 Refer to G-002 Sheet for General Notes Note: Not all keynotes are used on this sheet. © 2018, JPC ARCHITECTS, LLC V) A (� BUILDING Bi B I . — . . — . — . — . — . — . — . .0. ROOF 121 14 4" CN I, I — — T.O.� VT WALL114' z / / I o a 00 V 4-1_ N> T_ F 2 EQ AT 8'- 1 1 /2" (:DWEST ELEVATION - BUILDING Al SCALE: 1/4" = 1'-0" n EAST ELEVATION -BUILDING Al �./ SCALE: 1/4" = 1'-0" EXTERIOR MATERIAL SPECIFICATION METAL WALL PANELS Mp MFG: AEP SPAN 1 PRODUCT: SPAN-LOK HP SIZE: 12" WITH 2" H RIBS COLOR #: - METAL TRIM 8MTMFG: - PRODUCT: 22 GA SHEET METAL COLOR MATCH COLOR AND FINISH OF METAL PANEL MP-1 ROOF PANELS RP MFG: AEP SPAN 1 PRODUCT: SPAN-LOK HP SIZE: 12" WITH 2" H RIBS COLOR #. - FINISH FLOO 0101,- STOREFRONT WINDOW SYSTEM MFG: KAWNEER MSF 2 SYSTEM: 451 UT THERMAL FRAME SIZE: 2" X 4 1/2" GLASS: CENTER PLANE COLOR: ANODIZED ALUMINUM U VALUE: 0.33 GLAZING GL MFG: VITRO ARCHITRECTURAL GLASS (OR EQUAL) 1 PRODUCT: SOLAR BAN 60 LOW E + ARGON COLOR: CLEAR + CLEAR U VALUE: 0.29 WOOD PANELS WESTERN RED CEDAR 8WDSPECIES: GRADE: 'A' CLEAR TYPE: TONGUE AND GROOVE SIZE: 1X6 FINISH: PURE OIL, APPLY POLYURETHANE COAT AFTER INSTALLATION KEY NOTES: 0 CONCRETE WALKWAY. REFER TO CIVIL PLANS. (� CURB OF REFLECTING POOL. O3 RETAINING WALL OF REFLECTING POOL. ® STAIRCASE. REFER TO ARCHITECTURAL SITE DETAILS Osprey BLDG Al 33940 Weyerhaeuser Way Federal Way, WA 98001 DESIGN JPC DRAWN JC CHECKED CP NO. 18-0462 ssss REGISTERED ARCHITECT LCHARLOTTE PATTERSON ATE OF WASHINGTON 03-07-19 PERMIT ISSUE Exterior Elevations Al A-201 Refer to G-002 Sheet for General Notes Note: Not all keynotes are used on this sheet. © 2018, JPC ARCHITECTS, LLC 2 EQ AT 8'-1" 0 NORTH ELEVATION - BUILDING Al SCALE: 1/4" = 1'-0" 2 SOUTH ELEVATION - BUILDING Al SCALE: 1/4" = 1'-0" 2 EQ AT 8'-1" 2 EQ AT 8'-1" EXTERIOR MATERIAL SPECIFICATION METAL WALL PANELS Mp MFG: AEP SPAN 1 PRODUCT: SPAN-LOK HP SIZE: 12" WITH 2" H RIBS COLOR # - METAL TRIM 8MTMFG: - PRODUCT: 22 GA SHEET METAL COLOR MATCH COLOR AND FINISH OF METAL PANEL MP-1 COLU N WRAPTYP T.O. ROOF T.O. WALL - - — 12'-4 1 /2" BUILDING FINISH FLO_0R� 0'-0" STOREFRONT WINDOW SYSTEM KAWNEER qMFG: SYSTEM: 451 UT THERMAL FRAME SIZE: 2" X 41/2" GLASS: CENTER PLANE COLOR: ANODIZED ALUMINUM U VALUE: 0.33 GLAZING GL MFG: VITRO ARCHITRECTURAL GLASS (OR EQUAL) 1 PRODUCT: SOLAR BAN 60 LOW E + ARGON COLOR: CLEAR + CLEAR U VALUE: 0,29 ROOF PANELS WOOD PANELS MFG: AEP SPAN WD SPECIES: WESTERN RED CEDAR riPRODUCT: SPAN-LOK HP 1 GRADE: 'A' CLEAR SIZE: 12" WITH 2" H RIBS TYPE: TONGUE AND GROOVE COLOR #: - SIZE: 1X6 FINISH: PURE OIL, APPLY POLYURETHANE COAT AFTER INSTALLATION KEY NOTES: , 1 CONCRETE WALKWAY. REFER TO CIVIL PLANS. ,D 2 CURB OF REFLECTING POND. RETAINING WALL OF REFLECTING POND. 0 STAIRCASE. REFER TO ARCHITECTURAL SITE DETAILS `0 CD ck� V) W z a) �- O 0] 00 � CLr 0- ca Osprey BLDG Al 33940 Weyerhaeuser Way Federal Way, WA 98001 DESIGN JPC DRAWN JC CHECKED CP NO. 18-0462 sss3 REGISTERED ARCHITECT CHARLOTTE PATTERSON STATE OF WASHINGTON 03-07-19 PERMIT ISSUE STAMP Exterior Elevations Al © 2018, JPC ARCHITECTS, LLC