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08-105508 (2)LIFE WAY CHURCH SEC. 30/TWN. 21/R "'E. 047 W.M. SITE PLAN - DETAILED ENLARGEMENT ,_.. 1,�.� i,' I I , S.W. 356TH STREET A- _ : i j .: i Y i j,- 1 i �- z� i t:. ,., \ - r n A 10 �� =r=': I --.-- a-' � � �✓fJrl �{ !: f � I !Ep I 1O � �. 1 !! I .® 1 I.� 1 � l i .im i'•:: — / i /wi , /I.I®IOt.IiI ROW _.. .... LINE (6)VEHICULAR 1 6' WIDE / (TYP) SIDEWALK BAOIER BOLLAj ARDS - - 1 j f d �1' I . e ° d• _' _ ... a L. e � t• " ___- '!., _ ° a :_1 ,.. , /" ° > I 7 C • a - e v e a • e " < ( a d. e. p / A . .. 1 - :. ; .... ;,..:. ,..:�' :' / ;:" � ':/'- � �. 4__--�.•:..--.�-:..% I tom' - i' ° GRAPHIC SCALE o so (1QrFEET ) 1 inch >= 30 ft l , c, 1 c\ f. 1 Y Z (.. I %' r \ tI Lj0 EXHIBIT- REMD�IABLE — 240 BOLLARDS i - ! ' �I I / i ,.,, TO BE REMOVE\ t\ 7 \ 11//1111/1//� 1 f Z52 _ APPROVED L:'I PLANNING City t - i I 1 _ • \ \ � I ( of Federal Way 22. � t� j `" ? Dept. of Cornm�rnty p y�loprriertt Permit #. 33 1 r' Date -7 2� 25" i 11� 'i i \✓'(fi �G1..C:.i.5rl..M. C.�.•'�� \/ 16 JO 2 " /' / = � \ \ \ �• \ o \ i s ' \� i I " 7�` \ ROW LIN `_ / / �•/ I / / „ i 2a,. I { \ i (TYP) I \ 27" e l ' �� L: I �P�FE ASS/�� i � 42841 � o�FSS�NgSTE��`� L _ �•Z'0 EXPIRES 3/27/1�� 0 0 0 0 r L6 0 0 IW— � Q Q C> O !Y � W W _] J f f-- W W O O U U � ry W W 0 0 0 0 �CEOf W W W a-ila- LUoo (0Lo Qoo 0 N 00 N Qm T- Y Z 0 C2 m Z O D W m l9 Luuy ADoey moaa Uroup Lana Uevelopment services, LLU, YvyallUp, WA All rights reserved. These drawings, plans, specifications and other documents, including those in electronic form, are owned by Abbey Road Group, LLC and it retains all common law, statutory and other reserved rights, including copyrights. 00 These drawings, plans, specifications and other documents cannot be copied, distributed, T— submitted to others (including governmental agencies and lenders) without the express written 4 consent of Abbey Road' Group, LL C. These plans, drawings, specifications and other documents are conceptual only and are m preliminary. They should be considered informational only and incomplete. Do not rely upon them O until they are finalized. -4--a E UUJ (ia W r� ^� LL n�VV LLI H U O LY_ N 4-0 00 0) O p Q CO - lV Q \V a _ W VJ —° `_ o^ L W LLL O U- W ) Lo /l C �/�' co ♦ o CL 0 co pZ) V) M O ty��J V < /1 - • � � W CL LL �o (J) <C Q N (.0 4-4 U) Z) X CY) Lo ^nC1' W CO N 0 m CO ®n® ram.• L� LO �.N w/ CL ro Z d ca N = UI m W Z U) ❑ m W W ZN W IL 0 > o = _ op > (L Q c O N i- CD W 0 co o ce) h ® L0 W cn EAST ELEVATION U) M > Q) M > U) co t� (D �00 < 00 N ou-) M ci p co 0 -0 CO x 0 C ? LO 'f > , c 6 qr co 2> (0 a) Q- L(y) a- U) 0- 0 0 Q 2 t- o Lo IzF JZ cu 4-j C c: .0 0 M Cu >1 LL < 4- 0 6 w U) Li. LO .J Lf) EXHIRMT---C_� PAGE OFZ- ---- --- APPROVE PLANNING City, of Federal Wad - Dept. of Communky Development Permft # B Date -1 Aw4" JULY 1, 2009 zir E. M -*bic TE& HORZONTAL A 0% tA P 01LANG' . . ....... 71 "'k !T"N x 351WRIE 3M .1-11N, M � 4, : . . . ..... I— ME M, tfst, 51'xr -v -11!14.'v li_1514-11;g g 'M �,, . N A N mgtin T 112, M 3, IN 1, 211 A pq jg 14 .. . .. .. ek, g�P -v4 T �E: 44 "k 7, % 0 41 �j I q A i A R 1 4� A 0 i - ..... .... . .... . willylp la M __7 7. 0 . .. ... ..... WEST ELEVATION < C) o co C) > co U) 0 N cl) 03 0 '2 0 Lozo 00 M C-0 C Co Co 0 -a < (y) 0 Lo 0 2 C:) ) > cz o "T Cb co 0- Lo — D_ U) U-) 0 k_., Lo CL 0) .2 N 0 Lo jL 0 0 M 0 CL c -C C/) LL c < C) 4- :3 0 o w co LL 0 .J Lo EXHIBIT. DAG E F PROVED LANNING f of Federal Way . Dept. ot communny DeveKwati, Permit# By Date s N 1>�� JULY 1, 2009 UTILITIES SEWER: CABLE: TELEPHONE: LAKEHAVEN UTILITIES COMCAST QWEST 31627 1ST AVE. S. CABLE COMPANY PHONE COMPANY FEDERAL WAY, WA 98063 1140 N 94TH ST 955 LIND SW (253) 940-1516 SEATTLE, WA 98032 RENTON, WA 98055 800-COMCAST (425) 228-6092 WATER: POWER: REFUSE: LAKEHAVEN UTILITIES PUGET SOUND ENERGY WASTE MANAGEMENT 31627 1ST AVE. S. 10885 NE 4TH STREET NORTHWEST WASHINGTON FEDERAL WAY, WA 98063 BELLEVUE, WA 98009 13225 NE 126TH PLACE (253) 941-1516 (425) 452-1234 KIRKLAND, WA 98034 800-592-9995 FIRE: SCHOOL: SOUTH KING FIRE FEDERAL WAY & RESCUE SCHOOL DISTRICT #210 31617 1ST AVE. S. 31405 18TH AVE. S. FEDERAL WAY, WA 98003 FEDERAL WAY, WA 98003 (253) 839-6234 (253) 445-2000 SURVEY NOTES 1. SURVEY PERFORMED BY SADLER/BARNARD & ASSOCIATES, INC. DATED 12.11.07 AND HAS NOT BEEN FIELD VERIFIED BY ABBEY ROAD GROUP LAND DEVELOPMENT SERVICES COMPANY, 2. SURVEY PERFORMED BY FIELD TRAVERSE AND ELECTRONIC DATA COLLECTION USING EITHER A TOPCON GPT-3005W TOTAL STATION OR A SOKKIA SRX5-AT 5" ROBOTIC TOTAL STATION AND CARLSON EXPLORER DATA COLLECTOR, 3. CLOSURES EXCEEDED THE MINIMUM REQUIREMENTS AS ESTABLISHED BY WAC 332-130-190. 4. THIS SURVEY DOES NOT PURPORT TO SHOW ALL EASEMENTS OF RECORD OR OTHERWISE. 5. PROPERTY CORNERS SET, EXCEPT AS NOTED, REPRESENT DEED LOCATIONS. OWNERSHIP LINES MAY BE DIFFERENT. OBVIOUS ENCROACHMENTS, IF ANY, SHOWN. HOWEVER NO GUARANTEE OF OWNERSHIP IS EXPRESSED OR \ IMPLIED. LEGEND EXISTING PROPOSED OM OFORETAINING WALL E ASPHALT v1OFSLERY WA ■ CATCH BASIN T PARKING STALL ® CABLE RISER BASIN ;ETE CURB --- CENTER LINE OF RIGHT OF WAY ETE DRIVE L NE UTTERS CLEARING LIMITS CNETE . ° ' CONCRETE ETE PIPE _ERTE SLAB FENCE LINE TE WALK _ ..; ..____ ,.. FILTER FABRIC FENCE 3 J MANHOLE >F ASPHALT FIRE HYDRANT OF PROPERTY �ICAL CONDUIT ® FOUND MONUMENT AS NOTED RICAL METER AAA TVAULT RANSFORMER GAS VALVE G GUY ANCHOR P =LOOR �-- LIGHT STANDARD BASEMENT IN LOT CORNERS 'AP EVARKNG STALL - INTERCEPTOR SWALE 'APE ® JUNCTION BOX l Y D POWER 10 PARKING COUNT POWER VAULT VINYL CHLORIDE EVATION OF STRUCTURE PROPERTY LINE T OF WAY ® RETAINING WALL E FEET RY SEWER - — — - RIGHT OF WAY ITATY SEWER CLEANOUT (DRAIN SEWER MANHOLE RIP RAP PAD ASPHALT a ROCK CHECK DAM 10NE CONDUIT DR/eVi SWAY tllA �� ROCKERY WALL =R PLAT UNDER RECORDING EASURED DATA _CORD DATA LIFE WAY CHURCH SEC. 30/TWN. 21/RGE. 04, W.M. COVER SHEET -.--� ° 7 '.�,�.1„�'i.,.,.,,,..5;.`4.:3xi��.'w4ir``�'"/f.Yir�ti•✓}.3't$i'V�.c�i�®.*'`�S`c'4:S pow- ------_---- --- _ — .� s �L.F \ ys�wa�v:. kk` / Y �_ / '�' N ✓ "/� �,-^-- -�... _ q t - 1 I ( w� �s t � � s`',�' �1) 01 i I i i �- `i.�s:—•—� _ _ -' � �— — . — ...�.".._....�...�--=. �` _ =,• "`� -'" % � -,tea*-' -� f � � '/ f / �\ � �",, � `_ "'— —`, �'`. k o- (+ j { I ' `�\I I ; ; � ' W jI g r e tfI I fi � 11 --- -- -- -- ___ T r 1 -� • l—r��' �; ° W� �-# 1 I I �I I I 1 I� i ' 1ST AVENUE SOUffH w = i 00 L0 M i U EXISTING PROPOSED € e ROOF DRAIN CLEANOUT SANITARY SEWER MANHOLE —S- - —SS— SANITARY SEWER 0• SET IRON PIN WITH ID CAP \•� SET TACK IN LEAD AS NOTED R� Q\ SET TACK IN LEAD IN BRASS ID DISC SET RR SPIKE WITH PUNCH MARK SLOPES 15% OR GREATER - ---• - ---�- STORM DRAIN LINE —SD— STORM DRAIN STREET LIGHT SURVEY MONUMENT L ❑ TELEPHONE RISER TRAFFIC FLOW -- TRAFFIC LIGHT ` TREE C> OO UTILITY ACCESS MANHOLE 406; • UTILITY POLE O YARD LIGHT ----; - —W— WATER ® WATER METER i H WATER VALVE WATER REDUCER Site Plan TABLE OF CONTENTS SHEET 1 a COVER SHEET SHEET 2 TOPOGRAPHICAL SURVEY SHEET 3 TOPOGRAPHICAL SURVEY SHEET 4 TOPOGRAPHICAL SURVEY SHEET 5 SITE PLAN - OVERALL SHEET 5.1 SITE PLAN - DETAILED ENLARGEMENT SHEET 5.2 SITE NOTES & DETAILS GR-01 GRADING & TESP PLAN DT-01 STORM POND DETAILS AND NOTES UT-01 COMPOSITE UTILITY PLAN PR-01 1ST AVE. PROFILE/SITE DISTANCE PR-02 SW 358TH ST (FUTURE) PROFILE L-1 PRELIMINARY LANDSCAPE & TREE RETENTION PLAN L-2 PRELIMINARY LANDSCAPE & TREE RETENTION PLAN L-3 PRELIMINARY LANDSCAPE & TREE RETENTION PLAN L-4 PRELIMINARY LANDSCAPE DETAILS & NOTES IR-1 IRRIGATION PLAN IR-2 IRRIGATION PLAN DETAILS Al ARCHITECTURAL SITE DEVELOPMENT PLAN A2 FIRST FLOOR A3 SECOND FLOOR A4 SOUTH ELEVATION A5 NORTH ELEVATION E-1 LIGHTING SITE PLAN E-2 SCHEDULE E-3 DETAILS E-4 POINT BY POINT E-5 PARKING LOT DESIGN LEGAL DESCRIPTION PARCEL "C" TAX PARCEL NO. 302104-9118 THE NORTH 200 FEET OF THE WEST 114 FEET OF THE NORTH HALF OF THE EAST HALF OF THE EAST HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 30 FEET CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY INSTRUMENT RECORDED UNDER RECORDING NO. 698895; AND EXCEPT THE SOUTH 12 FEET OF THE NORTH 42 FEET CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NOS. 8910160166 AND 8908070217. PARCEL "B" TAX PARCEL NO. 302104-9036 THE NORTH HALF OF THE EAST HALF OF THE EAST HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON; AND EXCEPT THE NORTH 200 FEET OF THE WEST 114 FEET THEREOF; AND EXCEPT THE NORTH 30 FEET CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY INSTRUMENTS RECORDED UNDER RECORDING NUMBERS 698894 AND 698895; AND EXCEPT THE EAST 30 FEET FOR ROAD; AND EXCEPT THAT PORTION CONVEYED TO KING COUNTY FOR ROAD AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBERS 8908220303 AND 8909270145; PARCEL "A" TAX PARCEL NO. 302104-9020 THE WEST HALF OF THE EAST HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 30 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY INSTRUMENT UNDER RECORDING NUMBER 698895; AND EXCEPT THAT PORTION CONVEYED TO KING COUNTY FOR ROAD AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 8910271552. SITE SPECIFICATIONS (EXISTING) SITE DATA: ASSESSORS/TAX PARCEL NUMBER: 3021049020 3021049036 3021049118 SITE AREA: 602,802.73 SF/13.83 ACRES SECTION/TOWNSHIP/RANGE: 30/21 /04 DEVELOPMENT JURISDICTION: CITY OF FEDERAL WAY SITE ADDRESS: 356TH AND 1ST AVE. ZONING: RS 7.2 PRESENT USE: RESIDENTIAL SENSITIVE AREAS WETLANDS: N/A FLOOD PLAN HAZARD AREAS: N/A EROSION HAZARD AREAS: N/A LANDSLIDE HAZARD AREAS: N/A COAL MINE HAZARD AREAS: N/A SEISMIC HAZARD AREAS: N/A CREEKS/STREAMS: N/A LAKES: N/A STEEP SLOPES(10% OR GREATER): N/A VOLCANIC: N/A WILDLIFE HABITAT: N/A SHORELINE CLASSIFICATION: N/A IMPERVIOUS AREAS: 14,912.14 SF/0.34 ACRES PERVIOUS AREAS: 587,890.59 SF/13.49 ACRES ADJACENT ZONING: NORTH: RS 15.0 SOUTH: RS 15.0 EAST: RS 7.2 WEST: RS 15.0 BUILDING: 2 EXISTING HOUSES SIZE: VARIES YEAR BUILT: VARIES STORIES: VARIES COMPOSISTION: WOOD FRAME 2009 Abbey Road Group Land Development Services, LLC, Puyallup, WA All rights reserved. These drawings, plans, specifications and other documents, including those in electronic form, are owned by Abbey Road Group, LLC and it retains all common law, statutory and other reserved rights, including copyrights. These drawings, plans, specifications and other documents cannot be copied, distributed, submitted to others (including governmental agencies and lenders) without the express written consent of Abbey Road Group, LLC. These plans, drawings, specifications and other documents are conceptual only and are preliminary. They should be considered informational only and incomplete. Do not rely upon them until thev are finalized. PROJECT SPECIFICATIONS (PROPOSED) PROJECT DATA: LANDSCAPE: PROJECT NAME: LIFEWAY CHURCH FRONT: 15' ABBEY ROAD JOB#: 04-118 SIDE: 15' APPLICANT/AGENT: ABBEY ROAD GROUP LAND REAR: 15' DEVELOPMENT SERVICES COMPANY, LLC. SIDE STREET: 15' NAME: BARBARA A. NAPIER BUILDING: 9,346.78 SF ADDRESS: 923 SHAW ROAD, SUITE A PERIMETER: 22,919.18 SF PUYALLUP, WA 98372 PARKING: 11,170.70 SF PHONE: (253) 446-3532 TREE SURVEY: ATTACHED OWNER/DEVELOPER: LIFEWAY CHURCH NAME: RIK BUDD PARKING: ADDRESS: 5015 SW DASH POINT RD. FEDERAL WAY, WA 98023 I PROVDED REQUIRED V SIZE PHONE: (253) 946-8107 STANDARD: 9' COMPACT: 48 25% ALLOWED 8'x15' 9'x18' HANPROJECT W/ SIDE STALL AREA: TOTAL: 202 113 PROPOSED USE: RELIGIOUS DEVELOPMENT DRIVE AISLE: 25' WIDE STANDARD/ 25.5' COMPACT SITE SIZE: 602,802.73 SF/13.83 ACRES PROJECT AREA: 385,506 SF/8.85 ACRES BUILDING: IMPERVIOUS AREA: 133,488.65 SF/3.06 ACRES PAD AREA: 20,149.61 SF PERVIOUS AREA: 469,314.08 SF/10.77 ACRES GROSS AREA: 21,705 SF PARKING (ASPHALT) AREA: 92,818.02 SF STORIES: 2 LANDSCAPE AREA: 43,462.44 SF MAX HEIGHT:40' MIN LOT SIZE: 7,200 SF HEIGHT: 39' MIN LOT DEPTH: N/A OCCUPANCY CLASSIFICATION: A-3, B & E 1` MIN LOT WIDTH: N/A TYPE OF CONSTRUCTION: III B MAX SITE COVERAGE: 75% HAZARDOUS MATERIALS FOR STORAGE: N/A SITE COVERAGE: 22.14% JULY 2006 IBC USED FOR DESIGN: YES GRADING: PROPOSED USE/AREA: GRADING DEPTH: RETAIL: 0 SF CUT VOLUME: 12,957 CY RESIDENTIAL: 0 SF FILL VOLUME: 11,228 CY OFFICE: 0 SF INDUSTRIAL: 0 SF STORM DRAINAGE: OTHER COMMERCIAL: RELIGIOUS FACILITY/CHURCH IMPERVIOUS AREA: 133,514.43 SF/3.06 ACRES PERVIOUS AREA: 469,288.30 SF/10.77 ACRES ROADS: DETENTION REQUIRED: LEVEL1 STORAGE RIGHT OF WAY: DEDICATED DETENTION PROVIDED: LEVEL 1 STORAGE FRONTAGE IMPROVEMENTS: 12' OFF OF 356TH ST. WATER QUALITY REQUIRED: BASIC WATER QUALITY WATER QUALITY PROVIDED: DETENTION / WETPOND FACILITY SETBACKS: BUILDING YARD FRONT: 30' 15' SIDE: 30' 15' REAR: 30' 15' HASING PHASE I - PROPOSED MAIN BUILDING/SANCTUARY PHASE II - PROPOSED ADDITION CONSULTANTS OWNER: LAND DEVELOPMENT PROJECT MANAGER: MANAGER: LIFEWAY CHURCH ABBEY ROAD GROUP ABBEY ROAD GROUP RIK BUDD GIL HULSMANN BARBARA NAPIER 5015 SW DASH POINT RD. P.O. BOX 1224 P.O. BOX 1224 FEDERAL WAY, WA 98023 PUYALLUP, WA 98371 PUYALLUP, WA 98371 (253) 946-8107 W (253) 435-3699 W (253) 435-3699 W RBUDDOLIFEWAY-ONLINE.ORG (253) 446-3159 F (206) 956-2266 F GIL.HULSMANN@ABBEYROADGROUP.COM BARBARA.NAPIER©ABBEYROADGROUP.COM CIVIL ENGINEER: TRAFFIC ENGINEER: ESM CONSULTING ENGINEERS HEATH & ASSOCIATES, INC. STUART SCHEUERMAN GREG HEATH, P.E. 33915 1ST WAY SOUTH, SUITE 200 2214 TACOMA ROAD FEDERAL WAY, WA 98003 PUYALLUP, WA 98371 (253) 838-6113 W (253) 770-1401 W (253) 838-7104 F (253) 7770-1473 F SUART.SCHEUERMAN@ESMCIVIL.COM HEATHENGOCOMCAST. COM ARCHITECT: LANDSCAPE ARCHITECT: PAT MORGAN ARCHITECT ESM CONSULTING ENGINEERS 5295 COPPER DRIVE STUART SCHEUERMAN COLORADO SPRINGS, CO 80918 33915 1ST WAY SOUTH, SUITE 200 (719) 534-0453 W FEDERAL WAY, WA 98003 (719) 531-6845 F (253) 838-6113 W PAT©PATRICKMORGANARCHITECT.COM (253) 838-7104 F SUART.SCHEUERMAN©ESMCI VIL.COM SURVEYOR: SADLER/BARNARD & ASSOCIATES, INC. DALE OAKS 717 W STEWART PUYALLUP, WA 98371 (253) 848-5170 DALEOAKS®SADLERBARNARD.COM CON-i RACTOR: T.B.C. GEOTECHNICAL ENGINEER: GEO RESOURCES, LLC. 5007 PACIFIC HWY EAST, SUITE 20 FIFE, WA 98424 (253) 896-1011 W (253) 896-2633 F WETLANDS ANALYSIS: SEWALL WETLAND CONSULTING, INC. J. AARON WILL 1103 W. MEEKER ST., SUITE 101 KENT, WA 98032 (253) 859-0515 AWILLQSEWALL WC, COM RESUBMITTED JUL 0 6 2009 CITY OF FEDERAL WAY BUILDING DEPT. rn � 0 0 0 0 0 Ld 0 0 w w w w —I J w w 2M ao U U aQ LLILd 0 0 0 0 00 W � w w LLj o 0 CD U-) p ai CO N N Q00 Y U o- m in Z O U) L o a m 10 U = cc O -0 (� LL J F- F- V O N C 00 U) 4— T— LO 0 LL CU 0. J E 0-0 = L) 0— CU .i� vJ E _0 W n> W Q C) � r M LLJ 00 C, M Lo <� O >,X U p%�LL J N � _ 1 >_ -1 N X M LO M N C- ® m CO d" O . co LO CL u L_ C6 Z 4 Q � T CU m W ca 0 0 0 U A J w= CID N 0 y �_ Uj g M p m > O u. 0 d Wo 0 Z W Wl f1 Q _ 0 M T_ LLJ I- a (� W 111 _ o o ¢ JUL 0 6 2009 CITY OF FEDERAL WAY BUILDING DEPT. CITY OF FEDER - Al, WAY c D CITY OF FEDERAL WAY CDS CDS b m N O v v c Mc .m 0 1 g a 0 i ma O 0 i v? N w� rn c a N 41 E W l W m o i; a 34 SIDEWALK ? (BY OTHERS) EXISTING HOUSE j i { CIS {{ w to Q 1 ®I. Z 7 FE CE EXISTING SHOP NC. SLAB /I ` 1 4 N 1 � 1 f Ir SLA wmeWRM 0 • • A 0 �..., 257.31 2S$=' 58.6 ® 6 28 257.70 ---- PROPOSED BUILDING .Zbro J "- PAD ELEV=260.00 DECK �� 1 5 3 r 5 .61 _ 254.51 1 -- Pm 255.0 /' -- .23 •2 --�4�254.0\ 253. �__ _ ----25g. 2�`- 2.68 253,2 ----�`'� �\.-�•� � ,�..- --°'' "-' °2 4.5A.4 253.a 252.64 25 � � 2� .7 252.30 25 ��` i-f \. 't , 3.85 47 Q .--- A ~ +oo T2 5s+ao 248 f FILTER FABRIC FENCE 1 - TO BE PLACED @ , �..- CLEARING LIMITS TYP I f N.G.P.E. FENCE f `'°• y- TO BE PLACED @ CLEARING LIMITS TYP PROPOS�D CLI�ARING\ \ 1�% } LIMITS (TYP) \ 1 UNDEVELOPED AREA i'` J 3s f i LR A PORTION OF THE NW CORNER OF SECTION 30, TOWNSHIP 21, RANGE 4 EAST, W.M. Row` DEDICATED G SW 356TH ST G --�, N� 6" GAS LINE 0 G - 0 267.21 (eg) 4 267.93 (eg) 12 WATER LINE 266.50 (eg) s. 12 f?I WATER MA ^°"'•° 266 - ..,` ,,,� ` WWR L 261.59 �'~ �"` 258.F... F TI, I4 � - ^_^__"__ "' - _._'-_ - '�I-.. 1.47 / "IV' uk ry v, a C DETENTION/WET POND NEW PROPERTY LINE 26' PROPOSED EASEMENT- 1 _ 22-------L.� - --- --- -- - =- - - - - L ---- -- ti +oa 1 , 22+ V' \� + � ' 24+0k 25+00- - - - - - - - - - - - - - = 6- Ev-{ J�1 N \N \N N N cV N cv N N N CIO SW 358TH STREET (FUTURE f � � ~ •� �•- j t I � 9I � �.��..r+..r�� are. �r.� y. ...ter. _ fir.. r_ �r� ov NOTE: GRADING FOR THE FUTURE SW 358TH STREET IS j \ j � INTENDED TO SHOW HOW THE PROPOSED DETENTION AND t # i WATER QUALITY POND WILL CONNECT TO THE ROADWAY. THIS ROADWAY WILL NOT BE CONSTRUCTED ALONG WITH THE LIFEWAY CHURCH PROJECT BUT AN EASEMENT WILL BE PROPOSED FOR THIS FUTURE ROADWAY CONNECTION. AN ACCESS ROAD FROM r F 1ST AVENUE TO THE MENTION AND WATER QUALITY POND IS PROPOSED WITHIN THE PROPOSED EASEMENT. LEGEND FIR SCALE: 1 " = 40' 40 20 0 40 80 CONTOUR INTERVAL = 2' SANITARY SEWER FORCE MAIN WATER MAIN STORM DRAIN LINE _ 252 — — — EXISTING CONTOURS ----252---- PROPOSED CONTOURS 250—�..._ GRADING QUANTITIES o ROW DEDICATED CUT = 12,694 CY 6 � FILL = 12,2 00 CY NET CUT = 494 CY c'',C3 REVISIONS NO. DESCRIPTION/DATE BY IL y 4317 �p C/STD" �dNAL1G°C' 17 �` P� //�� # i G Q a LLI W QUO 2 v b z i�iCIGi o J J z 01 o Lu o �rn m c� E cm _j O N1 ®, rn Z r O U CD 'o U M IL N v� 3 W Z _Z 3 Cc z rZ V J :D I 0 vi c) W H Q �S �. W z L um Q Q W U- JOB NO.: 1499-001-008 DWG. NAME: GR--01 DESIGNED BY: SLS DRAWN BY: JAT CHECKED BY: DATE: 09/17/2009 DATE Of PRINT: G R O 1 V OF 2 V SHEETS 270 265 260 255 250 245 240 235 0 i to v 0 0 0 0 a a.. 00 a 0 0 O rn rn �r N W 270 <L Lo 4 tom} ?f 4J 16 ' 265 .5' . a 260 m .1 W 255 z 250 F. 245 LL- \ \ 240 \ 235 101 +20 101 +60 102+00 102+40 102+80 103+20 103+60 104+00 104+40 104+80 105+20 105+60 106+00 106+40 260 _ _ 260 255 255 W 250 O 250 Im Q W 245 245 cn Z O 240 240 D Z Z 0 235 235 \ , 00 L to O \ vi 230 230 . 225 225 106+40 . 1.06+80 10.7+20 107+60 1ST AVE S. & DRIVEWAY RESUBMITTED SIGHT DISTANCE JUL o 6 Zoos 1 SCALE: 1"= "= 20' HOR1Z. RT CITY OF FEDERAL WAY BUILDING DEPT. REVISIONS NO. DE5CRIPTION/OATE BY VL /STERN . �aNAL�', N��sv C Q fn e 00 W z z o- U t7 v' _ o t� z — w CD �0) ... m o co z 0,0 c E Z� J !' � ® 0 n m z � •? a.. o 0-0 U Co LL E U � 3 c C0 c c WU (4 Z 6. _Z S Q w z. V c j. D _ t) J Q w Q Q- w U) U. _..ILu w Q .�•.. M cl JOB NO.: 1499-001-008 DWG. NAME: PR-01 DESIGNED BY: SLS DRAWN BY: JAT CHECKED BY: DATE: 06/29/2009 DATE OF PI?INT: P R-01 9 of 26 SHEErS 0 0 rn rn LT-CL fNT X. STA. 6+21:33, 2 D AVE. S. = ST . 20+50.00, SW 358TH SIRE (FUTURE) ELEV. 264.86 PVI STA 21 +00 PVI ELEV = 263.86 A.D. = -9.00 K = 5.56 50.0 +' VC + o N d: � N m W + - N O N 0 PROPOSED GRADE ®ROA � XiSTING GROUND ®ROA � \ I \ I I �f 280 280 275 275 LO CO 270 270 265 265 �. O W m 260 260 W w �n 255 O 255 0— Q D Z 250 250 Z O U LL 245 245 240 240 235 235 20+40 20+80 21 +20 21 +60 22+00 22+40 22+80 23+20 23+60 245 245 W O M 240 40 240 W OR W U%/' Z 235 235 CO CID cq Q ui Z 230 230 H- Zuj O U 225 225 O u- 220 220 24+00 .24+40 24+80 25+20 25+60 26+00 26+40 26+80 RESUBMITTED SW 358TH STREET (FUTURE) JUL 0 6 2009 1"=2V HORIZ. SCALE: 1"=5' VERY. CITY OF FEDERAL WAY BUILDING DEPT. T'X. STA 107+61.53 1ST AVE. S. = TA. 27+07.18, SW 358T L.P. ELEV = 22 .22 STR ET (FUTURE) L.P. STA = 25+ 7.33 EL .-227.23 + + PVI ELEV = 21 .78 PVI ELEV = 226.29 A.D. = 16.0 A.D. _ -3.00 K = 12.50 K = 16.67 200.00' VC 50.0 ' VC 0 + N N N \\ U + \ "' O� N PROPOSE GRADE C� ROAD � � � N N w EXISTING GROUND C� ROAD m '�' \ g REVISIONS NO. BY i- dnoiia Cis M� U J �Mm U �arn r or � av w W ® OffO" Z m 1J 0 - o 0 --- z v® W �� E Z CO?y i" 'a CD c 0 Z 0 U 0u E 3 • 3 �Y So wv .� a va' O z 3 J tom. O LL u Q W W I.L .J to ULM 0 w J08 NO.: 1499-001-008 DWG. NAME: PR-02 DESIGNED BY: SLS DRAWN BY: JAT CHECKED BY: DATE: 06/29/2009 DATE OF PRINT: R—®2 10 OF G 6 SHEETS r— 101 WIDTH TYPE I LANDSCAPE BUFFER REQUIRED ADJACENT TO PARKING AREA AND ARTERIAL- TYPICAL. �ERT CON, ~ !u r Iff. o , I I t,w"� .•w' a'�S'rr aI�A1 ♦ O, W/C`r'. . ► `+w,�!! 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Irr `C i/ 1•� �4 Ot'�►. . ,i• , `�►• e..,� . `►a . .� . * �. �: �,. ,��► PF•f iil�rd �as�� r►`Ol ... �l�C�.1li► •�'{..,1'7�.rs r•, ® o �i+lwcIdt%a�:r�- - .�_Li��i.ir - 1-�ii-Q�l�i� r►'��«� �►. � �i �t/��"��al�:i�l�c�c�7,�,1k '*-7 *�` � �,•i�D��.j�i�t■1',!'�",�' i ,�; �� ray.,:,•t��T��r�`.��T�"'�''�,��'#1. .r�i� 2,r o BUILPING WALL. . 2 :I• � s;r. •.lam � . . nh• P K. �j W-00--kil a.:! i �YJ s -LAWN! AREA 2 1 2„ 252 SF `L_ ® � dT�i d 11 �``�ia\ •A�� _i;: '•i�►e�4'! • y r ��!•a•►a� , ►'11'i��•. •�jt'�►�,�-.�,^.�i, ' ��.. a;10►►�:0.`:; ._.., , LANDSCAPE - F ,Ojt . ►aa , +' c�•a� ►O / ^, 'l / ,r ►oe: t K. . . . ., im11 01 Sig Krz IMAM L�►t��l�.�y� .- • w- . _ __ _iLI��' //��i�I/��cff:��• ~�pt�I u.h�Q^t)%.•. .>;.Rp 1� •, g'�.!?1�`•c�R`(71�; ��Aii .y •'tiC4tQ.:,. l� �r' �r • ��..-�t�.,Ft1] .��v!��;I� r• O r 1, �"v: _ _ '� yi.. �� !� / • �� pia � I't, 1;�. >�o • J „�,,,��f.:�•1�11�'�.��:�� .,.�7 d.®.. ! J V � �. 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': Ifs! • tTj ►E'"m'' � "°�' � 1 •-- - - :$' a 1 '1► ♦ t _ _ _ Ili► _ �_ _ !�- _ -Lij '+`i�► 11 _ _ _ tY . _ 9-0- - - - 'I" - - -- ---`- - - i - - -ae ` c •t� f 1 �.r-s t •1` —i- i R' t �- f i M t j '� 7� r �• .♦ ' �' �' I l•J i .• .< .�. .♦ r �. • � ar ji r 4 1 ►� r > .��♦ t .z a f ,• s. .w - 1 s.•w I � .- �,�. r 1•la lAi' 3ti� _ _1 UJI !!C r�I`i'f I B' i/ 1 iS 7t%�i%Lt' �.,a� ..J /_��; •.�� IB1i�/ �$Iro�® ,IP: t 1� �■ _ 1 ,�....�._..w�....4.��...�>c......�<�,�.,�..��..�.,�w��►��r��■�_ ,.�E■ i■■■eg■�a®®;�a >�S>_` � , 4 � "��`%�,/�� .� �_�Y iit..�: �I9 _ �l „�� ,it:. �!. ..� r /E�` ,�� p�■� ` � t .ram _ — -- • -w-� -- - - -' L �• r•��ax.�' _.at t�7p _�j� ��2�J:�'J1�8r1to��e��!��fii'�.A�\�._�i�is��.r./�,..il�.dt:�:4i�rwKx��:�la'�,� I 1 r, A _,�tlllillilllllll�lill�.to VANM WPM" _-- _ -_ - _� _ _ ��lltlllilt1i11111111►►, ..ii1111 •— r r - • r. 20 - UNDISTURBED -TYPICAL 21 �`� ;PER FWCG 22-1568fB), THE DEFINITION OF A SYMBOL. REFER TO THIS SPECIFICATION THIS ' - ; SHEET. SIGNIFICANT TREE IS ONE THAT 16 12" IN SHEET FOR LEGEND AND TREE RETENTION DATA. DIAMETER OR 31 INCHES IN CIRCUMFERENCE,. SIGNIFICANT TREE- TO BE REMOVED 24 r f 4 MEASURED FOUR AND ONE-HALF FEET ABOVE t ; GROUND, AND IT MUST DE IN GOOD HEALTH AND + t . LAND USE r - NOT DETRIMENTAL TO THE COMMUNITY. r PERMIT N _____ _ ._ 'j �' SITE AREA- 634 AG 2„ CITY OF FEDERAL WAY � � TOTAL E RE 1 • 1 1 ; TREES ON SITE SIGNIFICANT T: 183 4 ' SIGNIFICANT TREE RETENTION Oro SIGNIFICANT TREE- TO BE RETAINED n (( 1 REQUIRED 25/0 - 1 S TO E RETAINED = 102 = ONLY TREES TO 8E RETAINED WITHIN NUMBER OF SIGNIFICANT TREE B • 1 , ;MEETS REQUIREMENT THE PROPERTY BOUNDARY ARE CONSIDERED IN THE SIGNIFICANT .j APPROVAL DATE ' TREE RETENTION DATA. r� , SIGNATURE EE SHEET L 2 FOR CONTINUATION 1 r JUL ® 6 2009 CITY OF FEDERAL WAY BUILDING DEPT. INO_tDESCRiFrnoN/DATE I E 0* 0 E Y 3 0 j CV oa j a. 0 i 0 0 �r m � o °- I M w 04 o co� E` W `° i 0 o t t t t t t i t 1 t t EXISTING SIGNIFICANT TREE TO i BE REMOVED -TYPICAL SYMBOL. I ONLY SIGNIFCANT TREES WITHIN. PROPERTY BOUNDARY ARE t INCLUDED IN TREE RETENTION t CALCULATIONS. REFER TO SHEET L-1 FOR LEGEND AND TREE RETENTION DATA. t t t t 1 t 1 t t n i HYDROSEED MIX FOR LAWN AREAS PROPORTION NAME BY WEICxi-IT C�RMINATION TRIPLE BLEND PERENNIAL RYEGRASS- 10g0 90 TURF QUALITY FINE FESCUE 3094, 90 Aer-LIC4TINN RATE 6-8 LBS. / 1000 S.F. NO S SEED ALL AREAS THAT ARE BARE GROUND AND AT LEAST 19" FROM ANY PLANTED TREE OR SHRUB. USE APPROXIMATELY 9-10 LBS. OF 10-20-20 N-P-K FERTILIZER PER 1o00 SQUARE FEET, AND APPROXIMATELY 45-46 LBS. OF WOOD CELLULOSE FIBER MULCH PER 1,000 SQUARE FEET IN ALL AREAS TO BE SEEDED. SEEDING SEASON 16 LIMITED TO MARCH 1- MAY 15 4 AUGUST 15- OCTOBER 1. SEED SHALL CONFORM TO STANDARDS FOR "CERTIFIED" GRASS SEED OR BETTER, AS OUTLINED IN WSOA "RULES FOR SEED CERTIFICATION", LATEST EDITION. millill A � . awl m • +llllliiii� . • S i . sI IN ��J FOR CONTINUATION CLEARINGS LIMIT- TYPICAL. HYDROSEED WITH EROSION • CONTROL MIX WITHIN AREA OF DISTURBANCE. REFER TO HYDROSEED SPECIFICATION THIS ' , ! SHEET. 0*� IN • SOD MIX FOR LAWN AREAS PROPORTION! NAME BY WEIC -IT GcERMINATIONt TRIPLE BLEND PERENNIAL RYEGRASS 60`30 90 HARD FESCUE 200/0 90 TRIPLE BLEND KENTUCKY BLUEGRASS 20910 90 SOD BLEND PER COUNTRY.GREEN TURF FARMS (1-000-300-1163) ftl l' SCALE: 1 " = 20' EXISTING* SIGNIFICANT TREE TO / l4 20 10 O 20 40 REMAIN UNDISTURBED -TYPICAL / - w `-1 CONTOUR INTERVAL = 2' SYMBOL. REFER TO SHEET L-1 1 l FOR LEGEND AND TREE RETENTION DATA. • ' , _ -` •:fir\• �.\ `v \ • y / i)ETENTION POND 1 � 1 � HYDROSkD MIX FOR EROSION CONTROL AREAS MIXTURE BELOW SPECIFIED AS A RATIO BY WEIGHT: NAM PERENNIAL RYEGRASS EN OPORTION $Y WEIC_I-IT PERCENT PURITY Gr ATION CREEPING RED FESCUE TALL FESCUE 4090 9$ 90 HIGHLAND BENT CLOVER 30% 98 90 HYDROSEED APPLICATION RATE: 350 91,. / ACRE 98 90 FERTILIZER APPLICATION RATE: 435 LBS. % ACRE 95 S0 WOOD FIBER MULCH APPLICATION RATE: 2000 LBS. / ACRE TACKIFIER APPLICATION RATE: 40 LBS. / ACRE NOTES SEED ALL AREAS THAT ARE BARE GROUND AND AT LEAST 18" FROM ANY PLANTED TREE OR SHRUB. FOR HYDROSEED, USE 1-6 LBS. OF SEED MIX PER 1000 SQUARE FEET, APPROXIMATELY 9-10 LBS. OF 10-20-20 N-P-K FERTILIZER PER 1,000 SQUARE FEET, AND, APPROXIMATELY 45-46. LBS. OF WOOD CELLULOSE FIBER MULCH PER 1000 SQUARE FEET IN ALL AREAS TO BE SEEDED. ADD APPROXIMATELY 1 LB. OF TACKIFIER PER 1,000 SQUARE FEET FOR SLOPES AS NECESSARY. SEEDING SEASON IS LIMITED TO MARCH 1- MAY 15 4 AUGUST 15- OCTOBER 1. APPLY JUTE NETTING ON STEEP SLOPES BEFORE HYDROSEEDING APPLICATION. SEED SHALL CONFORM TO STANDARDS FOR "CERTIFIED" GRASS SEED OR BETTER, AS OUTLINED IN WSDA "RULES FOR SEED CERTIFICATION", LATEST EDITION. LAND USE PERMIT NO. T wJ RESUBMITTED JUL 0 6 2009 CITY OF FEDERAL WAY BUILDING DEPT. CITY OF FEDERAL WAY APPROVAL DATE : SIGNATURE : . ■ REVISIONS NO. DESCRIPTION DATE BY a STATE OFO/'�7e'l WASHINGTON REGISTERED DSCAPE CHITECT I EANNE D. KUHLMAN CERTIFICATE No. 743 Fig p � ^I p��•//J N tV 'N u! E<B L . 0a 'c (n e. z m a. 0-o U C C we z Q tyZ4yy� n�w JJ - 0 00 --- z Lu wo CD N a m �E �� E m� J ?� 0 fn u o 0 rna u M 0 ti E N 3 m c CO 0'3 c W U .0 Of. z z Q 0 =w w U > w Q0 W LL � ..I all umi ®Ie.is r w 0. w a JOB NO.: 14499-001-008 DWG. NAME: LA-02 DESIGNED BY: LDK DRAWN BY: LDK CHECKED BY: DATE: 06/29/2009 DATE OF PRINT: L-2 1 2 OF 26 SHEETS z 0 I+ z 0 U 0 L.L J W 2 W W 0 E s 3 0 v j 4) 00 eo n. a 00 0 0 0 / m Q O w L 0 N 00 cj cj E CD iL a �.In ICE gloceoilrol ' 10' WIDTH TYPE I LANDSCAPE BUFFER REQUIRE© ADJACENT TO PARKING AREA AND ARTERIAL- TYPICAL. —15' MIN. WIDTH REQUIRED TYPE .111 LANDSCAPE BUFFER SEE ABOVE RIGHT FOR CONTINUATION z 0 z I` z 0 L cr- L. - I W W :7,. GO Ld W t f � i ` 1 X , a v'x bli W 0 Z w ti/ ) V" EXISTING SIGNIFICANT TREE TO REMAIN UNDISTURBED -TYPICAL SYMBOL, REFER TO SHEET L-1 FOR LEGEND AND TREE RETENTION DATA. EXISTING SIGNIFICANT TREE TO 15E REMOVED -TYPICAL SYMBOL. ONLY SIGNIFCANT TREES WITHIN PROPERTY BOUNDARY ARE INCLUDED IN TREE RETENTION CALCULATIONS. REFER TO SHEET L-1 FOR LEGEND AND TREE RETENTION DATA. CLEARING LIMIT- TYPICAL. HYDROSEED WITH EROSION CONTROL MIX WITHIN AREA OF DISTURBANCE. REFER TO HYDROSEED SPECIFICATION THIS SHEET. m SCALE: 14t = 201 20 10 0 20 40 CONTOUR INTERVAL = 2' RESUBMITTED JUL 0 6 2009 CITY OF FEDERAL WAY BUILDING DEPT. LAND USE PERMIT N0. ------ CITY OF FEDERAL WAY APPROVAL DATE : SIGNATURE : REVISIONS NO. DMCRIPTION/DATE BY STATE 00•Z9' I WASHINGTON REGISTERED DSCAPE ARCHITECT LEANNE D. KUHLMAN CERITICATE No. 743 J �N 46 co 41 CQ Q s— ®C . z o 0 C`3 — z LLJ o� � t3 � Q E z _j —0 N -am to-- c z Inv •y a O 0 '0 0 U co U. EE — v 3 mY 3 co w U U0. Z �o _z ZZ J Z 0 Z }W7m) U ta„j W W V W U V) W z um LLW 0>i _Z J W 4 J W w LL. JOB NO.: 1499-001-008 DWG. NAME: LA-03 DESIGNED BY: LDK DRAWN BY: LDK CHECKED BY: DATE: 06/29/2009 DATE OF PRINT: L-3 1 3 OF 26 SHEETS C 0 r Y N C 3 � 0 t m' 00 ro 0 CD rn i c C) a. i� V �o 010 C N N Co04 N w tD im m o u- Q. 3BER HOSE OR VINYL WITH 16 GAUGE GALVANIZED STEEL WIRE TIES DETAIL CANVAS WEB OR PRUNE DISEASED AND RUBBER TREE TIE BROKEN BRANCHES -- HOSE AND WIRE TIES, SEE DETAIL ABOVE 1-1/2" x 8'-0" RE15AR 2x2 PINE TREE STAKES TREE STAKE l2 TYP) SET STAKES PERPENDICULAR TO PREVAILING WiND MIN, 4" PEW. PiPE, FILLED 3 WITH DRAIN ROCK 0 REMOVE BINDING MATERIAL AND FINISH GRADE _ TOP 1/3 OF BURLAP WOOD CHIP MULCH "' SIDEWALK 111 WATERING BASIN `• _ ° �� •, R �\1:/� �/ 1Ny- � FINISH ! 2" SETTLED DEPTH FiNE �/ / ; • :'.. `��= g / / ,// . GRADE GRADE BARK MULCH obi / ROOT BARRIER t TYP., BOTH SIDES) d ` ' /��\�/�/ r/,•y/� f /�/\l/ '�/ / ''� _s,,: �� AMEND NATIVE SOIL WiTH // / `' n�.:r. : `a-'�� Co" DEPTH 3-WAY MIX TOPSOIL BACKFiLL WiTH CLEAN \��\��\, \l� \\fit r::r::.�;,. ;,,;:•:° ! FERTILIZER TABLETS NATIVE SOiL P-6" MIN. REMOVE BURLAP FROM „ �/�/�� SCARIFY PIT SIDES AND TOP 1/3 OF ROOT BALL Is MIN. �':�y/`\/j� ` ��/��/ �TTOi~t ADD 3" WATERING RING FIRM NATIVE SOIL MOUND MIN. 2X ROOT BALL FiRM NATIVE 501E 2x ROOTBALL WIDTH i TREE PLANTING DETAIL (PER CITY OF FEDERAL WAY) NOT TO SCALE NOTES: PLANTING:.. 1. DIG HOLE 2-3 TIMES THE WIDTH OF THE ROOT BALL AND AS DEEP AS THE ROOT BALL. DO NOT MAKE HOLE DEEPER THAN ROOT BALL. 2. REMOVE CONTAINERS, BIODEGRADABLE POTS, SYNTHETIC OR TREATED BURLAP, WIRE, TWINE, OR ROPES, LEAVE NATURAL BURLAP iN PLACE AND FOLD BACK LOOSEN THE ROOTS AND SPREAD OR CUT CIRCLING ROOTS. 3. PLACE, TOP OF ROOT BALL EVEN WITH OR SLIGHTLY HIGHER THAN SOIL GRADE ON FiRM SOiL:. DO NOT ADD SOIL AMENDMENTS OR GRAVEL UNLESS APPROVED BY PUBLIC WORKS DIRECTOR. 4. INSTALL 4"X 24" PERFORATED DRAIN PIPE, FILL WITH DRAIN ROCK PIPE SHALL NOT EXTEND MORE THAN 1/2" ABOVE FINISH GRADE, 5. BACK FiLL WiTH CLEAN NATIVE SOIL. FIRM SOIL AROUND THE ROOT BALL, WATER SLOWLY AND THOROUGHLY. 6. MULCH AROUND TREE WiTH 2-4" WOOD -CHIP MULCH. DO NOT PLACE MULCH NEXT TO TRUNK CONIFEROUS TREE PLANTING & STAKING DETAIL NOT TO SCALE EQUAL SPACING QG s �0 yG 1/2 DIA. OF PLANT OR AS SHOWN ON DRAWNNG EDGE OF PAVING OR PLANTING BED ROOT BARRIER: SHRUB AND GROUNDCOVER 1, ROOT BARRIER SHALL BE RIGID HiGH IMPACT POLYPROPYLENE SPACING DETAIL TREATED WITH UV INHIBITORS, MINIMUM Jell HEIGHT, WiTH 1/2" RAISED VERTICAL RiBS (o" ON CENTER, OR APPROVED EQUAL. NOT TO SCALE 2. INSTALL ROOT BARRIER IN CONTINUOUS 24' STRIP, CENTERED ON TREE, NEXT TO SIDEWALK AND CURB ACCORDING TO MANUFACTURER'S DIRECTIONS, EXPOSED EDGE SHALL NOT EXTEND MORE THAN 1/2" ABOVE LANDSCAPE. NOTES FINISHED GRADE. 1, DO NOT DIG BEFORE LOCATING UTILITIES. STAKING: 2. SUBGRADES, INCLUDINGBERMS, TO WITHIN MOTH FOOT PROVIDED BY GENERAL 1. USE 2, 1-1/2" BY S'-0" REBAR TREE STAKES. DO NOT DRIVE STAKE CONTRACTOR UNLESS OTHERWISE NOTED. THROUGH ROOT BALL. 3. SUPPLEMENTAL TOPSOIL SHALL BE A TYPICAL 3-WAY MIX WITH ORGANICS. 2. ATTACH TREE TO STAKE WITH CANVAS WEB BELTING OR RUBBER, USING 4. APPLY 4" DEPTH FINE GRADE BARK MULCH IN ALL PLANTING AREAS. MULCH TO BE FREE OF A FIGURE-8 FORMATION. WEED SEED, SAWDUST, RESIN OR TANNIN AND SHALL NOT CONTAIN ANY COMPOUNDS TAGS.* DETRIMENTAL TO PLANT GROWTH. 1. REMOVE TAGS AFTER INSPECTION. 5. CONTRACTOR 16 RESPONSIBL-E FOR BRINGING ANY PROPOSED SUBSTITUTIONS OR UNFORSEEN FiELD CONDITIONS TO THE ATTENTION OF- THE LANDSCAPE ARCHITECT. 6. LANDSCAPE ARCHITECT MAY ADJUST PLANT QUANTITIES OR VARIETIES BASED ON AVAILABILITY OR FIELD CONDITIONS. 1. ALL PLANT MATERIAL SHALL BE DISEASE FREE AND ARRIVE IN A VIGOROUS GROWING CONDITION. S. ALL PLANT MATERIAL SHALL CONFORM TO USA STANDARD FOR NURSERY STOCK, LATEST EDITION. °• • • S. CONTRACTOR AGREES TO WARRANTY AND MAINTAIN ALL PLANT MATERIAL FOR ONE FULL a• PRUNE DISEASED AND GROWING SEASON PAST INSTALLATION AND SHALL REPLACE DEAD PLANT MATERIAL WiTHiN Cr BROKEN BRANCHES THAT WARRANTY / MAINTENANCE PERIOD WITH NO OBLIGATION TO THE OWNER 10, TREES SHALL BE DOUBLE STAKED AS SHOWN ON THE DETAILS. STAKES TO BE REMOVED AF t'ER ONE FULL GROWING SEASON. TREES THAT HAVE DIED WiTHiN THE ONE . YEAR WARRANTY • cr. REMOVE TOP 1/3 OF BURLAP / MAINTENANCE. PERIOD SHALL BE REPLACED AND RE -STAKED PER THE DETAIL. PLANT !" HIGHER THAN 2" SETTLED DEPTH FiNE 117 LANDSCAPE CONTRACTOR SHALL MAINTAIN SITE UNTIL FINAL INSPECTION AND ACCEPTANCE IN NURSERY GRADE BARK MULCH BY OWNER FINISH GRADE DROUGHT TOLERANCE CALCULATIONS PER FWCC SECTION 22-1564 (f): FERTILIZER TABLETS t4-21 GRAM-20-10-5) PER FWCC SECTION 22-1564 (Ot 6" /jr `. •(j�/j��%j`� s / AMEND NATIVE SOIL WiTH WITH THE EXCEPTION OF LAWN AREAS, AT LEAST 25 PERCENT OF NEW LANDSCAPING MATERIALS i\��\\vj� �� \`\�� 6" DEPTH 3-WAY MIX TOPSOIL ��/ (i E. PLANTS, TREES, AND C�ROUNDGOVERS) SHALL CONSIST OF DROUGHT TOLERANT SPECIES. ALL T,\//�\/�r:\� COMPACT AND WATER THOROUGHLY DE E ANT LOPMENTSPLANMETER AENCOLRRAGED TO FOR ALL NCLUD TSATIVE PACIFIC NORTHWEST AND DROUGHT FIRM NATivE SOIL MOUND 25% OF TOTAL PROPOSED PLANT MATERIALS - 2,183 TOTAL PROPOSED PLANTS X 25% = 696 2x ROOTBALL WIDTH DROUGHT TOLERANT PLANTS REQUIRED. 2,502 DROUGHT TOLERANT PLANTS ARE PROPOSED = 90% OF PROPOSED SPECIES ARE DROUGHT TOLERANT. PARKING LOT LANDSCAPE AREA CALCULATIONS SHRUB PLANTING DETAIL PER FWCC SECTION 22-1567 (b)(1): NOT TO SCALE TWENTY TWO SQUARE FEET OF INTERIOR LOT LANDSCAPING PER PARKING SPACE MUST BE PROVIDED IN ACCORDANCE WiTH FWCC SECTION 22-1561, "PARKING LOT LANDSCAPING". TOTAL NUMBER OF PARKiNG STALLS WITHIN LiMiTS OF PROPOSED LANDSCAPING = 204 TOTAL SQUARE FOOTAGE OF INTERIOR PARKING LOT LANDSCAPING NEEDED = 4,488 SF (204 STALLS X 22 SF / PARKING STALL) TOTAL SQUARE FOOTAGE OF INTERIOR PARKING LOT LANDSCAPING SHOWN- 6,912 SF = MEETS REQUIREMENT. PLANT LEGEND TREES Drought Botanica i Nae _I Common Name to rant DIZa Quantitg Comments rly J • ,,,,, , + �ryx .:. Pinus flexilis Yanderwolf s Pgramidl Vanderwolf Pine a 6 ht. min. 16 Full, vigorous, BBB �— - — Acer saccharum 'Green Mountain' / Sugar Maple 3" cal. S Full, matched, 545 p Davidia involucrata / Dove Tree 1 1/2" cal. 26 Full, matched, B+B Prune sargentii / Sargent Cherry 1 1/2" cal. IS Full, vigorous, 545 yp♦� Chionanthus virginicus / White Fringetree # 3" cal. 4 Full, specimen, multi -trunk, 545 �, Chamaecyparis nootkatensis / Alaska Cedar 8 ht. min. 2 Full, vigorous, 545 Pinus nigra 'Compacta' / Dwarf Austrian Pine f Chamaecyparls obtusa 'Gracilis' / Slender Hinoki Cypress Acer circinatum / Vine Maple Cupressus sempervirens / Italian Cypress k4��— Acer palmatum 'Sango kaku' / Coral Bark Maple GROUNDCOVER 6' ht. min. 19 Fuil, vigorous, 154E 6' ht. min. 1 Full, vigorous, 13415 6'-8' ht. 21 Full, vary heights between 6' 4 S' ht., multi -trunk, 545 6' ht. min. 6 Full, vigorous, 1545 1 1/2" cal. 1 Full, matched, 134E Drought_ 150tanical Name / C40mmOM hIame tolerant Size Qu ntit Comments Myrica californica / Pacific Wax Myrtle f 5 Gallon 55 Full, vigorous, 24" ht. min. Vaccinium corymbosum 'Sunshine Blue' / Dwarf Blueberry 5 Gallon 110 Philadelphus lewisii / Mock Orange 5 Gallon 59 Perovskia atriplicifolia / Russian Sage 0 5 Gallon 10 Berberis thunbergii 'Atropurpurea' / Barberry 0 5 Gallon 55 Rhododendron 'PJM' t 5 Galion 42 Calamagrostis acutiflora 'kart Foerster' / Feather Reed Grass 5 Gallon 15 Hosta sieboldiana / Plantain 5 Gallon 2 Weigela Florida 'Tango' / Weigela 5 Gallon 91 Pinus mugo CTruDwarf var.) / Dwarf Mugo Pine * 5 Gallon 24 Deutzia hybrida 'Pink A Boo' / Deutzia 5 Gallon 55 Pennesetum setaceum 'Rubrum' / Purple Fountain Grass 5 Gallon 35 Euonymus alata 'Compacta' / Compact Burning Bush 4 5 Gallon. 6 Phormlum tenax / New Zealand Flax # 5 Gallon 8 Nandina domestica 'Fire Power' / Heavenly Bamboo 2 Gallon 135 Full, vigorous, tell ht. min. Aconitum / Monkshood 2 Galion 31 Erica carnea 'Bell's Extra Special' / Heath _ 2 Gallon 136 Tiarella 'Mint Chocolate' / Foam Flower 2 Gallon 33 Heuchera micrantha 'Purple Palace' / Coral Bells 2 Gallon 55 Phlomis tuberosa / Jerusalem Sage 2 Gallon 30 Calluna vulgaris 'Robert Chapman' / Heather 2 Gallon 96 Coreopsis verticillata 'Moonbeam' / Coreopsis 2 Gallon 51 Symbol Botanical Name / Common Name Seeded or Sodded Lawn- See lawn specifications on Sheet L - 2 i Llthodora diffusa 'Grace Ward' / Grace Ward Lithodora + + + + Galium odoratum / Sweet Woodruff Abelia x grandiflora 'Prostrata' / Prostrate Abelia Arctostaphyios uva urel / Kinnikinnick p ❑ ❑ p thymus serphyllum / Mother of Thyme Phi�:Et�[Nl�lsS 5umb01 Botanica l Name / Common Name Dianthus amurensis 'Siberian Blues' / Amur Pink Aubrieta deltoidea / Rock Cress V V © 0 V Gypsophila repens / Baby's Breath 00 Phlox diffusa / Spreading Phlox rou ht toles Size 812a • 4" pot 18" O.C. approx. 1S f 4" pot 24" O.C. approx. 520 1 Gallon 24" O.C. approx. 263 1 Gallon 24" O.G. approx. 468 1 Gallon 18" O.C. approx. 53 Size 8 ein 4" pot 12" O.G. approx. 20 LAND USE 4" pot 18" O.C. approx.40 PER NO. 4" pot 18" D.C. approx. 26 4" pot 18" O.C. approx. 50 REVISIONS NO. DESCRIPTION/DATE BY STATE 'OF(0.4.0'1 WREEGISNTEIRED DSCAPE RCHITECT Vr LEANNE D. KUH AN CERTIFICATE No. 743 R MEmi cn �Q. 3 & La.i O Q jigW z �- JJ C'3 Q -- z W �o m �OD z ro AC 0 J E 144 U N — 3a 0 m •U E U M LL. m � C 3 c 0 0 c wU 2a OIL Z 6 _Z Q Li H Z. U ,J Q 'T W 0. \ V) 0 Z W LL Q .J LL Z W rL CI U- JOB NO.: 1499-001-008 DWG. NAME: LA-04 DESIGNED BY: L.DK DRAWN BY: L.DK CHECKED BY: DATE: 06/29/2009 DATE OF PRINT: L-4 1 4 OF 2 V SHEETS RESUBMITTED JUL 0 6 2009 CITY OF FEDERAL WAY BUILDING DEPT. a a, c 0 •a J omi Zo0 0 ja to 0 0 / 0 rn d- m� oEL I d, W rn0 c N i� m cs' N 0) *11 to W o i� n. -, , �• • • - pm_� .e�i�Y�;�'�'atsr .a�1��1�iQ�s. .at��►1'6, a$tl�it<�.9�. a9��'��11+a!A �e�$�'�%tea: _e1ri��il�!a 19� .3r��i6tg� _ l "sue/ 6 ..r ,oc'�j ,-�G. 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DESIGN CRITERIA THE DESIGN OF THIS IRRIGATION SYSTEM IS BASED ON 35 Phl AND 28 G.PM, CONTRACTOR IS RESPONSIBLE FOR EXERCISING DUE CARE AND SAFE INSTALLATION PRACTICES WHEN INSTALLING IRRIGATION COMPONENTS. GENERAL KEY NEW SCH, 40 IRRIGATION SLEEVES SIZE AS NOTED NEW 2" SCHEDULE 40 IRRIGATION MAINLINE NEW P.Y.G. CLASS 200 IRRIGATION LATERAL LINE - SIZE AS NOTED IQAIN51RD NP44 QUICK -COUPLING VALVE WITH LOCKING LID - REFER TO DETAIL ON SHEET IR-2 RAINBIRD PEB ELECTRICAL CONTROL VALVE. REFER TO DETAIL ON SHEET IR-2. I VALVE I.D., VALVE SIZE, AND TOTAL VALVE GPM. 2" 3 Fc-1 IRRIGATION CONTROLLER - VERIFY LOCATION WITH OWNER ;;5<"l POINT OF CONNECTION. REFER TO DETAIL ON SHEET IR-2 IRRIGATION SCHEDULE SPRAY BODY DESCRIPTION: RAINBIRD 5000 PLUS SERIES 4" POP-UP ROTOR NOZZLE DESCRIPTION: RAINBIRD 5000 PLUS SERIES MATCHED PRECIPITATION RATE SYMBOL NOZZLE RADIUS G.PM. PSI ALL IRRIGATION COMPONENTS SHALL BE RAINBIRD F H Q WITH HEADS AND NOZZLES AS FOLLOWS: 5000 MPR ROTOR- 4" POP UP 35' ibi-6.ro2 35 ® 5000 MPR ROTOR- 4" POP UP 30, 123-5.08 35 O -0 r) 5000 MPR ROTOR- 4" POP UP 25' 0Z8 - 334 35 .e ra�f� TECH SPECS Mh e M� Prod pitationlate Between 26' and:3;51 Rtun 13itxl BOl?OiSt}Dt) PIus MpR 1i)ortles MDf1Bl5 slmpTilyr horh ttie desl process and:_ . gppb IvtPR 25t:?ree of itii7xtt-far: xlteiristctliariDrinfrotats;bccauscthc 25=fuotratliuswtthQT,II,T,iVazzl+as }N reliably deliver matched precipitation: F,y ratcs�viihin and beftyceti rotaT radii; tlltaclied � .. �r0•tiT�$' LO.j�rci'V1tiTDUt'ItAYln�,t0 ti �)IDII-SY'(PR �IiTfCeDP]1t7LZi@S�IDY . use Ci+tetlart :plates deSlgQBlS all •�i=GotTal(itUStVlTft (�ii�`� Fi�i07Y3eS 5toilers iiaehiaveMPit: ng utt hitl c�[her.5U04 Series orS000 Plus Set.'it's_ • 5(IUD=MAR �5�'rcx o�rroxzlps fDr `. RotorssSitperfoiflexlliilitymat:... 35-footrndlus`ltiitltt7'IH t'Nozxtes adjtistin$npninimiz,m the risksaf: attathed ' GIVTr� ar abider -watering, . • T7it�e �Ior,�e trees of 2� , 3n`,: a.nd35' iYeaEe Ftt�a Aa+Gaa :F1aw Pam.: ?�,ecl� f7,6ttI &.S ns 10?n/)rddli:► W yi-. d -' • .flacittreecDntalnsaQ OWL :�. � A-04 an a.� � �.�. ., . :� t�+�'A .: 35^ S i,I1 Aa�l DTy - Nuzz a a5 ?5 t77 75 Qe5 ) f Nit fired arc plate required = t~ompaU6le with bath 2he:30t16 and y :ufsT a�IRR// np x t�e� • �# ; ;;ilORTI It. RritorSOP;* 83 25 f;ET ar7 a,F9 �Ms , r�T ' • Rain Curtain"'Ihcfintilogp pmtiidesn 144j o Lame droplets fnr consistent. 45 . . ;;.35 re! aer ,,; !van (st+rtormanezr �. '2S ?lT . Jt7J 179 ErfddIvticI C•I txa min SYr 2s 23 a7a asr Eu¢n 4i4r,lbodon trverdie;entire $ za 3a+ ase o�I 12; ate. ass radltL4; Prel;giltttlonrageoCQ.&t)in/hr'CI5,2 at. S3 ... '2S . ;rm 6"T "': arz + : Yn;rithri educes run-c ffand erosion � �: is �olorcadedbyrad►usforeasy .�m Rem :� m Idetiflcntnfi r 1L GlAr Jk+k MJti • Noz des are eas} to insert and.remrne . p4w.. •�1? psi 1C aIY' ,Am+A {rYA S,�m �f-' i i 'Iip blot. atilt :I ijrclt hers ftiict,Iivenien_t ss t.ar a,r p;s s a ► aa,.:„am `: Sl0[ti a �+ � 1,33 a63 a6I b 2i3 at. an 3T PSG 867 es � ►.>� ass dTT. a $7Z ase � � zse Qu aa2 �,� ` . 4 t 'Sss zra aes ' " aTs 55000- ffi2Jr�Q' S =W _1:W 00: ss ._aa xcc sac et. Z75 .042 .0 rtu a, �z zrs` v�'a T -C�7 S6 9d 117f III rtv $ d7, at5 abi .. 1 1� No¢zle, Pa-lem u 2Q ass &>�t st 0 exs nra 07 AOk2! 6TAtd1$d o=c�uairar as SS 3:7D tY7!_ dR �F.bb abfi ass Ar2cpAatori y=±hvd ss sa .. . �.sa or, :a� � � G67 0� ass Famed 35 v -W 050 03 g93 ass izadtUs Rage 45! 37d Qst arl; at a1D . art ara rs V. ilir . arc flay aesCsaYs.oaxpra�sc�e'dtama 3s +. ae�iroo�sasx�a.�. GENERAL NOTES "I SCALE: 1'®= 30' 30 15 0 30 60 CONTOUR INTERVAL = 2' 1. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ALL SLEEVING UNDER ALL HARD SURFACES, COORDINATE WITH GENERAL CONTRACTOR. 2. VERIFY LOCATION OF ALL EXISTING UTILITIES.PRIOR TO ANY EXCAVATION ACTIVITY. NOTIFY OWNER'S REPRESENTATIVE OF ANY CONFLICTS. 3. PLAN IS DIAGRAMMATIC. ADJUST LINE AND HEAD LOCATIONS AS NECESSARY TO ENSURE PROPER COVERAGE AND CONFORM WITH ACCEPTED CONSTRUGT(ON PRACTICES, 4. MAINLINE, LATERAL LINES AND SLEEVING SHOWN OFFSET FROM PLANTING AREAS. LOCATE MAINLINE WITHIN 10" FROM BACK OF CURB. S. RAINBIRD SERIES BODIES TO BE 5000 SERIES TURF ROTORS WITH MPR NOZZLES. j 6. ALL VALVES IN REGULAR 'AMETEK' OR 'CARSON' BOXES TO BE SET AT FINISHED GRADE. 1. INSTALL VALVE BOXES PLUMB AND PERPENDICULAR TO WALLS, WALKS AND CURBS, A MAXIMUM VALVE B OX. S. ONE VALVE PER '`� 9. WHEN PLYACRNCs MORE THAN ONE PIPE IN A TRENCH, ALLOW A MINIMUM OF 6" BETWEEN PIPES. 10. INSTALL IRRIGATION HEADS PERPENDICULAR TO FINISH GRADE SLOPES. 11. INSTALL IRRIGATION HEADS FLUSH WITH TOP OF WALLS, WALKS AND CURBS. HOLD HEADS A MINIMUM OF 1" FROM EDGE OF ALL HARD SURFACES AND 6" FROM BUILDING WALLS. 12. ADJUST HEAD LOCATION AS REQUIRED TO AVOID TREES, SIGNS, LIGHT POLES, AND OTHER FIXED OBJECTS. 13. BACKFILL OF ALL IRRIGATION LINES TO BE DONE WITH APPROVED BACKFILL MATERIAL, ALL TRENCH LINES SHALL BE MECHANICALLY COMPACTED TO PREVENT SETTLING. 14, SINGLE BARE TRACE WIRE 014 REQUIRED ON TOP OF ALL MAINLINE. 15. TWO STEP FLUE REQUIRED ON ALL PVC MAINLINE. CONTRACTOR TO USE'111 GRAY GLUE. CONTRACTOR REQUIRED TO WIPE OFF EXCESS GLUE. 16. THRUST BLOCKS (CONC.) REQUIRED ON MAINLINE AND ALL CHANGES OF DIRECTION, 11. CONFIRM EXACT LOCATION OF P.O-C., CONTROLLER, AND WATER PRESSURE AT P.O.C. I& RUN 2 YELLOW WIRES FROM CONTROLLER EACH DIRECTION (SPARES). IS. ALL WORK PER PLAN, LOCAL CODES, AND MANUFACTURERS SPECIFICATIONS, 20. PRESSURE TEST BEFORE BACKFILLING. 21. DETAILS PROVIDED FOR REFERENCE ONLY. REFER TO LOCAL JURISDICTION SPECIFICATIONS FOR STANDARDS. 22. ANY IRRIGATION ISOLATION VALVES PLACED ON THE MAINLINE SHALL BE THE SAME SIZE AS THE MAINLINE. 23. 14 GAUGE WIRE WITH COMMON WIRE TO ALL CONTROL VALVES. 24. SEPARATE COMMON AND HOT WIRES TO MASTER VALVE. 25. CONTROLLER SHALL BE MOUNTED IN AN INDOOR LOCATION TO BE DETERMINED BY THE OWNER REFER TO DETAIL ON SHEET IR-2 FOR CONTROLLER SPECIFICATION. 26. CONTROLLER TO BE HARDWIRED. ELECTRICAL CONTRACTOR RESPONSIBLE TO CONNECT AS NECESSARY TO POWER SUPPLIED FROM CHURCH BUILDING. 21. CONTRACTOR 15 RESPONSIBLE TO PROVIDE AS BUILT DRAWINGS TO CITY UPON PROJECT COMPLETION AND ACCEPTANCE BY OWNER AND CITY'S REPRESENTATIVE. LAND USE PERMIT. NO. CITY OF FEDERAL. WAY APPROVAL DATE SIGNATURE .�erris,e REVISIONS NO. DESCRIPTION DATE BY WASH NGTON REGISTERED DSCAP ARCHITECT \.. LEANNE )..KUHLMAN CERT)FlCATE No. 743 -.1 �y7ij a1 �I N cQ CC ca °v Lu `a o ul z °S (3 0 z 0 00 m z E mo J 0 U} 0 .00 o z ram- ? �d 0 os °0 _ a? to c co c W 0 o a'. O C9 z V) 3 0 fly :D U D T z usi:.:5 Z I- z O Q t7 W U. J LL aro® r ._.�1 W. W il.. JOB NO.: 1499-001-008. DWG. NAME: IR-01 DESIGNED BY: LDK DRAWN BY: LDK CHECKED BY: DATE: 06/29/2009 DATE of PRINT: IR-1 OF' 26 SHEETS JUL 0 6 2009 CITY OF FEDERAL WAY BUILDING DEPT. c E _E: Y �_ N o �T N t O c 0. Go 0 0 0 0 C) <t- M� 0 a 0 a Li L� a cpc icl 0a Ecl w is 5i u- a Q;:nMININnu m EDGE OF PAVING OR FACE OF WALL FINISH GRADE. POP-UP SPRINKLER.- RAINBIRD 5004-FL-FClPC MPR NOZZLES 18" LENGTH POLYETHYLENE SWING PIPE BARBED ELBOW a MARLEX STREET ELL AND LATERAL LINE WITH MALE BARBED ELBOW PVC TEE OR ELL 004 PLUS ! r r SPRINKLER ON POLY SWING ASSY. QUICK COUPLER VALVE FOR WINTER SLOI,IOUT GATE VALVE,--.,, FINISH GRADE 10" CARBON VALVE BOX W/ LID VALVE BOX RISER - PLASTIC 5 ;�Il ROADWAY VALVE BOX BODY - PLASTIC 2" KENNEDY 4051 ISOLATION —GATE VALVE W/ 2" SQUARE OPERATING NUT. --2" SCHEDULE 40 PVC MAIN ,a. Lit,E p�0 —6" WASHED GRAVEL GATE VALVE NO SCALE PRESSURE- REDUCING VALVE, IF REQUIRED -.-MASTER VALVE, IF REQUIRED F -i PVC MAINLINE DOUIBLE CHECK VALVE STUB OUT FROM DOMESTIC METER, OR SEPARATE IRRIGATION METER POINT OF CONNECTION NO SCALE DBY WIRE CONNECTORS AND EXPANSION COILS, 10 WRAPS AROUND J" PIPE INSTALL VALVE SOX I" REGULAR DURABLE WEATHER ABOVE FINISH GRADE IN TURF RESISTANT PLASTIC VALVE AND 2" IN SHRUB AREAS BOX WITH EXTENSIONS IF NECESSARY FINISH GRADE PEB SERIES ELECTRIC MAX. DIST. 6" I" CONTROL VALVE (SIZE PER ram— SPECIFICATIONS) FULLY EXTENDED tOE SCH 80 NIPPLE SLIP FIX- SAME SIZE AS VALVE 0d 0a . PVC ELL ° aHw�'.e e° ooH ooa a°ra O. o off INSIDE WALL d 4.a • o ao0.d� ob8 Joao SaaS $oo oo dpo aaoo c ooH o eo c eo ao ° o8 oe• o o boepdo. eo� p o 0 1! PEA GRAVEL BASE LATERAL LINE a0 8 ao doao • $ s oo° &a° ° 0°8 oa°� ----- SLEEVED NP MAINLINE WITH �-- PVC TEE OR ELL Tw '-" VALVE WIRE FROM CONTROLLER MODULAR HYBRID CONTROLLER �" RAIN BIRD ESF'-LX MODULAR PEB SERIES CONTROL. VALVE -- , INSIDE WALL MOUNT. AM $i NO SCALE n --N A --- SECTION VIEW MAINLINE, LATERAL, AND MAINLINE LATERAL STREET WIRING IN THE PIPE PIPE SLEEVING SAME TRENCH WIRING TO BE LAYER NEXT TO MAINLINE, AND BUNDLED AT 10' O.G. DO NOT TAPE WIRE TO MAINLINE. MARKING TAPE PLAN VIEW INSIDE FRONT COVER INSIDE WALL 1.5 INCH PVC SCH 40 CONDUIT AND FITTINGS. WIRES TO REMOTE CONTROL VALVES. 1 INCH PVC SCH 40 CONDUIT TO POWER SUPPLY. BASE MODEL 15 8 STATION. OPTIONAL MODULES FOR 32 STATION CONTROLLER AS SHOWN. " 0 ALL PLASTIC TIE A 24" LOOP IN - PIPING TO BE ALL WIRING AT SNAKED IN CHANGES OF TRENCH AS SHGJN DIRECTION OF 30° INSIDE CONNECTION WIRES TO REMOTE UNTIE AFTER ALL CONTROL VALVES. CONNECTIONS HAVE BEEN MADE. PIPE & WIRE TRENCHING NO SOLE NOTE: SLEEVE BELOW ALL HARDSCAPE SURFACES WITH SCHEDULE 40 PVC 2 TIMES THE DIAMETER OF THE PIPE WITHIN. INSTALL.VALVE BOX j" ABOVE FINISH GRADE IN TURF AND 2" IN SHRUB AREAS FINISH GRADE MAX. DIST. ro "L SLEEVED NP -� MAINLINE PIPE VALVE WIRE FROM. -° '000NTROLLER spo --DBY WIRE CONNECTORS AND EXPANSION COILS, 10 WRAPS AROUND" PIPE JUMBO DURABLE WEATHER RESISTANT PLASTIC VALVE BOX WITH EXTENSIONS IF NECESSARY �- SUPERIOR 3100 2" NORMALLY CLOSED MASTER VALVE (2) SCH 80 UNION SAME SIZE AS VALVE 3 O 11 b 4 WASHED PEA GRAVEL BASE 4°�o SW°8aopg. w ]yy(opo dQQ°a HOD pOH by 06p OpH a (jp0 Op0 ^O � asps aQpO aa0a RAINBIRD PEB MASTER VALVE Wi SCH 80 UNIONS NO SCALE NOTE- INSTALL A SEPARATE COMMON 4 HOT WIRES FOR THE MASTER VALVE ESP-LX MODULAR SERIES HYBRID CONTROLLER NO SCALE P X 18" SCH 40 PVC PI CARBON 10" VALVE BO MAX. DIST. 3" . 1= d.� ENCASE GRAVEL' IN FILTER FABRIC 4" GALV. U-BOLT no INSTALL VALVE BOX J" ABOVE FINISH GRADE IN TURF AND 2" IN SHRUB AREAS FINISH GRADE QUICK COUPLER VALVE RAIN BIRD MODEL 44 LRC WITH LOCKING YELLOW TOP LASCO V GKT. SWING ASSY. s MODEL No. G112-100 -- 6" PEA GRAVEL BASE MAINLINE WITH PVC TEE OR ELL QUICK COUPLER VALVE NO SCALE LAND USE PERMIT NO. _____— CITY OF FEDERAL WAY APPROVAL DATE : SIGNATURE : REVISIONS NO. DESCRIPTION/DATE BY wAT INc O si ?l REGISTERED c HITECTDC 0.ANNE KUHLMAN CERTIFICATE No. 743 U � ; U1 N � m !i' o a W . IL z m °, O O cm C4) z s o w �� 41 m C a 'O z �3: F_ E 3 _j N U U �- co �- c o v `- z T ; �a ® rn z3 v U M LOL E �. w 3 3 ®Y So 0'3 W U 7 U Q. z 6 z J L1 m o r= LL V z 0 Q 0 w x U. 0� Q w 0 Ld JOB NO.: 1499-001-008 DWG. NAME: IR-02 DESIGNED BY: LDK DRAWN BY.' LDK CHECKED BY. DATE: 06/29/2009 DATE OF PRINT: IR-2 16 OF 26 SHEETS JUL 0 6 2009 CITY OF FEDERAL WAY BUILDING DEPT. 5'-9" F1 I 1 I I 173'-9" 7'-3" FIRST FLOOR PLAN 15,195 Sq,Ft, .of Floor Area SCALE: 1/8" = 1'-O" TOTAL BUILDING AREA = 21,705 Sq,Ft, 0 25' so, 100' 150' 250' RESUBMITTED JUL 0 6 2009 CITY OF FEDERAL WAY BUILDING DEPT. a� W U).� L Q L Q W N- a �U ,. > � cu to N 0 cn N O fC C Q� U)(A(0 U UV � M r'DO �Q tNU)Lo U C 00 qV W �Fe 00 L Q ce) 0 � U t�6 � C7 +� •c uS 0 d' 0° ,^ c •L C c") (D Q M 0-0 0 70 cu .-. VJ U (6 CL �~.✓ U u cu % 1 V Q� .0 = LL �N �cu cl) ® o 0 o UY Lu vJ LL u') 0 JULY I, 2009 IL — — — — — — — — — — — — — - El E]❑r-1 I o 1:1 ❑r-1 L— — — — — — — — — — — — — — — — — — — — — — SECOND FLOOR PLAN 6,510 Sq.Ft, of Floor Area SCALE: 1/8" = 1'-0" TOTAL BUILDING AREA = 21,705 Sq,Ft, 0 25' 50, 100, ISO, 250' son e aoC) a) oao �.� �E: 00 c) cu c?) o > NO c� (:)) co 0 m > ct) U) (o 0 u 2 co 00 cu 10 u Lo cl) to 0) d c: 00 Ci cii 0) O co -c 2 0 ce) 0 c: 0 cu 2) I qr p U) 0 oo (o Cv) LC) p- L) c) CL 0 Lf) 0 CL 04 0 0 (.5 0 cl� cu cl) cu LL c 0 0 Lu U) LL L0 T- 0 Lo JUL 0 6 2009 CITY OF FEDERAL WAY BUILDING DEPT. JULY 1, 2009 A-3 SEC. 30/TWN. 21/RGE. 04, W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON CD O Ln + 0 co 0 0 r-- 0 o_ N 0 Ln N GENERAL NOTES 1. ALL WORKMANSHIP, MATERIALS AND TESTING WILL BE IN ACCORDANCE WITH THE MOST CURRENT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION/AMERICAN PUBLIC WORK ASSOCIATION STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, NATIONAL ELECTRICAL CODE, MUTCD OR CITY OF FEDERAL WAY STANDARD DETAILS AND SPECIFICATIONS. IN CASES OF CONFLICT, THE MOST STRINGENT GUIDELINE SHALL APPLY. THE ELECTRICAL CONTRACTOR SHALL BE FAMILIAR WITH ALL ABOVE STATED PUBLICATIONS AND GUIDELINES AS THEY WILL BE STRICTLY ENFORCED BY THE CITY. 2. STREET LIGHTING STANDARDS SHALL BE TAPERED ROUND WITH DAVIT BRACKET ARM, WITH FIVE—FOOT NINE —INCH RADIUS. LIGHTING STANDARDS SHALL BE INSTALLED AND CONFORM TO DWG 3-39 ON SHEET E3. POLE BASES ARE TO BE FIELD ADJUSTED TO LEVEL OF SIDEWALK SURFACE. 3. LIGHTING SYSTEM SERVICE CABINET SHALL CONFORM WITH DWG 3-45 ON SHEET E3 AND BE INSTALLED ACCORDING TO DWG 3-41 ON SHEET E3. 4. STREET LIGHT CONDUIT SHALL BE SCHEDULE 40 PVC—ASTM D1785 UNDER LANDSCAPE AREAS. ALL CONDUITS FOR STREET CROSSINGS SHALL BE SCHEDULE 80PVC—ASTM D1785. CONDUITS SHALL HAVE A MINIMUM OF 24 INCHES OF COVER. 5. BOXES SHALL BE INSTALLED AS SHOWN ON THE PLANS IN CONFORMANCE WITH THE CITY OF FEDERAL WAY UNIFORM WIRING DETAIL DWG 3-40 ON SHEET E3. JUNCTION BOXES SHALL BE OF THE TYPE SPECIFIED ON THE PLANS AND SHALL CONFORM TO THE REQUIREMENTS OF WSDOT STANDARD J-11 a. 6. STREET LIGHT WIRING SHALL CONFORM WITH DWG 3-40 AND 3-41 ON SHEET E3. 7. ELECTRICAL CONTRACTOR SHALL COORDINATE POWER SOURCE/SERVICE WITH PSE. POINT OF SERVICE CONNECTION REQUIRES CONCURRENCE BY CITY OF FEDERAL WAY PUBLIC WORKS DEPARTMENT. 8. ELECTRICAL CONTRACTOR SHALL ACQUIRE AN ELECTRICAL PERMIT FROM CITY OF FEDERAL WAY, BUILDING DEPARTMENT. UPON COMPLETION OF UNDERGROUND INSTALLATION FROM POWER SERVICE CABINET TO POWER POLE OR VAULT, CONTRACTOR SHALL NOTIFY CITY OF FEDERAL WAY BUILDING DEPARTMENT AT 253-835-3050. THE ELECTRICAL PERMIT SHALL BE KEPT IN THE UPPER BAY OF THE SERVICE CABINET. UPON FINAL APPROVAL, THE ELECTRICAL INSPECTOR WILL PLACE AN APPROVAL TAG NEXT TO THE METER BASE, SO THAT THE ELECTRICAL SERVICE CAN BE AUTHORIZED. 9. PRIOR TO DIGGING VERIFY UTILITY LOCATION PER 1-800-424-5555 48 HOURS IN ADVANCE. 10. ADJUST POLE BASE TO FINISH SIDEWALK GRADE. FLAN NOTES V COORDINATE WITH PUGET SOUND ENERGY FOR NEW UTILITY TRANSFORMER LOCATION. PROVIDE CONNECTIONS FROM SECONDARY SIDE OF UTILITY TRANSFORMER TO THE LIGHTING SERVICE CABINET. OVERIFY EXACT LOCATION OF SERVICE CABINET WITH CONTRACTOR. INSTALLATION OF SERVICE CABINET SHALL CONFORM WITH STANDARD PLANS 3-41 AND 3-45 ON SHEET E3. SERVICE'CABINET SERVICE VOLTAGE: 120/240 VOLT 1,0, 3W. STATION POINT 2+20, OFFSET 35' RT. �3 PROVIDE LIGHTING POLE, CONCRETE BASE AND JUNCTION BOX. SEE DETAILS ON SHEET E3 AND SCHEDULES ON SHEET E2 FOR ADDITIONAL INFORMATION AND REQUIREMENTS. SEE COBRA HEAD STYLE DETAIL 3-39 FOR POLE NUMBERS 1 & 2 4� EXISTING LIGHTING POLE, CONCRETE BASE, JUNCTION BOX, CONDUIT AND WIRING TO REMAIN. GRAPHIC SCALE ( IN FEET } 1 inch = 16 ft. DESCRIPTION SYMBOL LIGHT POLE, LUMINAIRE & FOUNDATION sO TYPE 1 JUNCTION BOX UNDERGROUND CONDUIT & WIRE - EXISTING UNDERGROUND CONDUIT & WIRE E WIRE NOTE, SEE SHEET E2, WIRING SCHEDULE, FOR ADDITIONAL INFORMATION POLE NOTE, SEE SHEET E2, STREET LIGHT SCHEDULE, FOR ADDITIONAL INFORMATION PSE UTILITY TRANSFORMER a SERVICE CABINET, SEE SHEET E3, ILUMINATION DETAILS, FOR ADDITIONAL INFORMATION ( SC A © 2005 Abbey Road Group, LLC, Puyallup, WA All rights reserved. These drawings, plans, specifications and other documents, including those in electronic form, are owned by Abbey Road Group, LLC and it retains all common low, statutory and other reserved rights, including copyrights. These drawings, plans, specifications and other documents cannot be copied, distributed, submitted to others (including governmental agencies and lenders) without the express written consent of Abbey Road Group, LLC. These plans, drawings, specifications and other documents are conceptual only and are preliminary. They should be considered informational only and incomplete. Do not rely upon them until they are finalized. UL •�i _C z Q V � Q CL i LU U (a U) ca z � F— = CU LL J F i O tD to ,� 0 z w o W LU W 5 z cn 0 d. 0 z WM2 W 'm":,6*' M CO N0,a IS W le<elg �3:Z� pp CO W coDa2 L a N<< r cv1-0LL Uca r 0- Q CO W co O f-chQd- CV CD 5 j M ® Q N Q A X C� CZ �- LY_ O �NOy _}Q -NM >+ > U) Z) XO m M ® N d' Q CIS ===MIN 6 200 U DERAL 1§Y IG DEP . w J W ,- Z = 00 O o 00 ® W° W Z a W > W o z COCM 0 0 W ti ~ W W � Q = d 0 U) STREET LIGHT SCHEDULE STREET LIGHT NO. CIRCUIT TYPE/WATTfDIST MOUNTING HEIGHT PROPOSED STATION OFFSET 1 1 HPS-150-111 30' 2 + 00 24 RT 2 1 1 HPS-150-I11 30' 0 + 40 24 RT NOTE: PROVIDE 12' MASTARM FOR COBRA -HEAD STREET LIGHT POLES 1 AND 2. THE LUMINAIRE HEAD SHALL PROVIDE FOR A 2' OVERHANG IN FRONT OF THE CURB. WIRING SCHEDULE RUN NO. CONDUIT SIZE CONDUIT LENGTH (FT) CONDUCTORS CIRCUIT NO. 1 2", 80 PVC 170 2#8, 1#8 GR 1 VOLTAGE DROP CALCULATION POLE AMPACITY AMPERES @ 240 VOLTS 150W HPS FIXTURE 0.69 Conductor Loss Factors (80%pf, CU, Non-magnetic Conduit) I Wire Size8 6 4 -----..�.._ 3 3 E �. 2 Factor 0.00131 0.000845 1 0.000553 0.000456 1 0.000358 SELECTION 0.00131 *Voltage Dro -Distance X Amperes x Conductor Loss Factor _. __.. - p' - RUN NO. DISTANCE CURRENT�� VOLTS (FEET)(AMPERES) DROP* CIRCUIT 1 1 0.69 0.115 �170 i I I TOTAL 1 170 0.15 - --- _ 0 06% _ @240 VOLTS w_...............__tt_. _- __.. _- _... .._�_. LOAD CALCULATION CIRCUIT POLE QUANTITY KVA AMPERES 1 2 0.33 1.38._...._.___.__ TOTAL 2 0.33 1.38.. I LIFE WAY CHURCH SEC. 30/TWN. 21/RGE. 04, W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON LUMINAIRE AND POLE SCHEDULE CATALOG NUMBER DESCRIPTION LAMP LUMENS LLF WATTS GE-M4AC-15-S-3-H-G-MC3-1-F GE COBRA -HEAD 15OW HIPS 16000 0.85 166 TAPERED ROUND ALUMINUM 30% DAVIT BRACKET ARM, 5'-9" RADIUS GE BRACKET AND POLE - - - - TO PSE UTILITY TRANSFORMER -- 01 1E - L. f DIAGRAM 5GALE: NONE U U J CU Lli J us N t= 00 CD co tom, tD "i U Z N a o M w W 2 0 W Z co 2 CM " W 06n M d, Zcco N W NWT �QW = 3 Z 4 co OQ=, �9Cj a— W O a N Q oQWx h N!-1W�- U 0 e� LO M oo T- t'M! J E ® uj E- N m CL U Z) MQ�- 00 ® Q CL M N V Q X 0 D- � cu- U 0 d J LL _ N M W � p C) N Q_ 00 c d' Q i CL N C1i J L 0 6 OCj O FEDE AI..1lV y JI DING n .sbi- © 2005 Abbey Road Group, LLC, Puyallup, WA All rights reserved. u These drawings, pions, specifications and other documents, including those in electronic form, = a p are owned by Abbey Road Group, LLC and it retains all common low, statutory and other t-- �; Q CD reserved rights, including copyrights. ap m Z m N These drawings, plans, specifications and other documents cannot be copied, distributed, �— Q i 0 } m > Q W submitted to others (including governmental agencies and lenders) without the express written 4 Uj a- j M Z consent of Abbey Road Group, LLC. O Z 0 > Cl) These plans, drawings, specifications and other documents are conceptual only and are m Cn III ) a LWW Q Lu W preliminary. They should be considered informational only and incomplete. Do not rely upon them ® W W a Q Q = until they ore finalized. _-) o 0 Q p p U) C6 H S 0 w 0 z z z Q w J 0 II c.� Z W J LL_ Q S J) IN 4-1 /2" O.D. ALUM. TUBE .188' WALL ALLOY 6063—T6 SATIN GROUND FINISH 8" 277 7 4-1/2" O.D. 2" N.P.S. �911 SLIPFITTER 90` (2)— 1 /2" 13 N.C. STAINLESS STEEL 00 THRU—BOLTS, NUTS, AND NYLON N WASHERS. --4Y2" O.D. 063—T6 ALUMINUM ALLOY SHAFT, TAPERED FROM 8" TO 4Y2", 0.219" WALL THICKNESS SATIN BRUSHED FINISH NOTES : 1. POLE ASSEMBLIES DESIGNED TO SUPPORT MAX. LUMINAIRE SIZE OF 1.5 SO. FT. E.P.A. AND 60 LBS. IN A 100 MPH ISOTACH / 130 MPH GUST VELOCITY WIND. 2. 4043 FILLER WIRE USED FOR WELDING. 4. BASE FLANGBESSHALLNGE ACCOMODATEWELDSR11" TO 12'HEAT—TREATED. BOLT CIRCLE. 5. (4) 1-- 8 NC STEEL ANCHOR BOLTS ASTM 11Y2" DIA. 2" BOLT CIRCLE A 576, AISI GRADE 1021-1046, 50,000 PSI = MIN. YIELD MEAN DIA. OF ROD " I STOCK 0.908 ± .01 1 ", OUT OF ROUND TOLERANCE-: t 0.012" ROLLED OR CUT THREADS PER A307, CLASS 2A, TOP 10" 8 _ #7 REBAR AND GALVANIZED PER ASTM A153, COMPLETE #4 HOOP REBAR WITH (8) 1" 8NC GALVANIZED STEEL HEX 1'-0" CENTERS NUTS & (8) 1" GALVANIZED STEEL FLAT WASHERS. 1Y2" I-5Ya" — HANDHOLE (4" X 6" NOMINAL) NON —FLUSH TYPE, COMPLETE :� WITH REINFORCING FRAME ALLOY N 356—T6, COVER AND S.S. 0 HEX HD. SCREWS l i d' 1 Y2" SCH, 40 2" — 13 NC S.S. PVC CONDUIT BOLT W/ S.S. SPLIT WASHER AND S.S. FLAT CLASS WASHER CONCRETE (3000 Psi ). 3'x 3' SQUARE OR 3' DIAMETER BASE. SECTION THRU HANDHOLE PUBLIC WORKS LUMINAIRE POLE DEPARTMENT DWG. NO. 3-39 LIFE WAY CHURCH SEC. 30/TWN. 21/RGE. 04, W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON TRANSFORMER VAULT LOCKABLE SERVICE CABINET SERVICE PROPERTY W/ STAINLESS STEEL HANDLE, OR CABINET LINE APPROVED EQUAL PER DWG 3-45. (SEE FOUND— ATION DETAIL) . :: a 10 Fr-f � �,U�o °C vv''L'\ V BELL END HVU bU-hINb JUNCTION BOX SHALL CONFORM TO WSDOT STD. INSTALL AND CONNECT PLAN J-1111/6, AL-. 2 TO GROUND ROD PER (17% 22") WITH WSDOT STANDARD. GROUNDED CASE NOT REQUIRED - GALVANIZED LID. IF GROUND IN J-BOX. (J-BOX TO ABUT BACK OF WALK) "ILSCO" TYPE ULT COPPER — CRIMP OR APPROVED EQUAL 3M EPDXY SPLICE KIT OR APPROVED EQUAL TO STREET LIGHT GPUBLIC WORKS DEPARTMENT- BARE AWG #6 STRANDED GROUND-- C" 6" CONC. PAD PER DWG 3-45 ;1" 40 2" SCH. 40-DU PVC CONDUIT TO POWER VAULT, TO BE CONNECTED BY OTHERS. 3 #6-AWG U.S.E. - 2" SCHEDULE 40 PVC CONDUIT A �� BARE"_ 'NG #8 STRANDED GROUND 1Y2" SCH. 40 PVC CONDUIT —� TO ST:rL'yl LIGHT ILLUMINATION J`(' STEM SERVICE DEI AIL HAND HOLE BEHIND SIDEWALK FOR < 6' PROPERTY LINE LANDSCAPE STRIP. JUNCTION BOX SHALL BE 6 FEET FOR 6' ADJACENTTO LANDSCAPE STRIP 5—FEET OF POLE w W g 00 J — HAND HOLE ON SEC MODEL 1791—SF _ SIDE OPPOSITE I i. FUSE—FNM-5 -- APPROACHING !OR APPROVED ROM POLE AND BRACKET TRAFFIC — I EQUAL CURB & GUTTER CABLE. TWO CONDUCTOR I (2 EACH) -� AWG #10 STRANDED COPPER WIRE, 45 MIL PVC INSULATION, GROUND LUG JUNCTION BOX 95 MIL HMW POLYETHYLENE SHALL CONFORM BELT OR APPROVED EQUAL TO WSDOT STD. PLAN J-11"As, ALT. 2 STREET LIGHT OR SIGNAL POLE (17"x 22') WITH BARE AWG GALVANIZED LID. 18 STRANDED ROUND " "ILSCO TYPE ULT COPPER �P�j.• �- 2" SCHEDULE 40 CRIMP OR APPROVED EQUAL PVC CONDUIT 3M EPDXY SPLICE KIT ® BELL END PVC BUSHING TO STREET LIGHT BARE AWG #8 STRANDED GROUND - --- Z_TO STREET LIGHT PUBLIC WORKS UNIFORM LUMINAIRE DWG. NO. DEPARTMENT WIRING DETAIL 3-40 N 76" COMPONENT SCHEDULE OMETERBASE: 100 AMP, 4 JAW, AW #114TB, SAFETY SOCKET TYPE, 5TH JAW AT 9:00 POSITION (CONTRACTOR TO VERIFY WITH SERVING UTILITY) 0 PANELBOARD: 120/240 VAC, 100 AMP, 1 PHASE, 3 WIRE, COPPER BUS WESTINGHOUSE BAB BOLT -ON BREAKERS: 1-100/2 MAIN 3-15/2 ILLUMINATION BRANCH 1-50/1 SIGNAL BRANCH 1-20/1 GROUND FAULT RECEPTACLE BRANCH 1-15/1 CONTROL CKT BRANCH 30 CONTACTOR: LIGHTING RATED, 2 POLE, 120 VAC COIL, 3-REQUIRED ® TERMINAL BLOCK TO REMOTE CELL OPHOTO -CELL BYPASS SWITCH, SPST, 15 AMP, 277 VAC © GROUND FAULT RECEPTACLE, 120 VAC, DUPLEX, 20A CABINET: NEMA 3R, PADMOUNT, 1/8TH INCH ALUMINUM CONSTRUCTION, TYPE 5052-H32 2 SCREENED AND GASKETED VENTS DOORS: HEAVY DUTY CONCEALED HINGES (LIFT-OFF TYPE) STAINLESS STEEL VAULT HANDLES, PADLOCKABLE METER DOOR BEST CX LOCK ON DISTRIBUTION DOOR POLISHED WIRE GLASS WINDOW IN METER DOOR CLOSED CELL NEOPRENE GASKET, CARD HOLDER FINISH: BARE ALUMINUM (MILL FINISH) OUTSIDE, WHITE INSIDE 120/240 VAC t' 3w UL LISTED PER STANDARD #503 SUITABLE FOR USE AS SERVICE ENTERANCE EQUIPMENT METER PHOTO MEETS EUSERC/PSE SPEC. BASE ELECTRIC CELL MAIN CONTROL TEST ALL CONDUIT TO CLEAR SIGNAL • SWITCH TOWER CENTER BRACE OF CABINET BY 1/2" MIN. LTG GROUND FAULT SEE NOTE 5 RECEPTACLE Il 72" MAX ANCHOR BOLTS & DATA FOR Il SPACING TO BE SUPPLIED BY CABINET MANUFACTURER SHIM TO PLUMB _ #4 HOOPS WIRING DIAGRAM 20" TO #4 BAR EACH CORNER 24" CABINET FOUNDATION NOTES L `14 t PAD Ma W SHALL 3MBE CUM 3CONCRETE L L.E88 OTHERWISE DWG. N 0 . o OTHEWISE NOTED ON THE PLANS. 3 — 41 e„ i�,y �� 2 WHISIE PAD MOUNT 0 LOCATED IN SIDEWALK, CONSTRUCT MOUNT TOP PUSH WITH SIDEWALK GRADE. OWrTNG CHAAf:ER WHERE 3/8" DIAMETER PLASTIC TOP AND SDEWALK ABUT' BASE DETAIL DRAIN HOLE 3. PAD MOIJW DESION IS TYPICAL O MRAOTOR SHALL USE CABINET MANJFACTuFEFr8 TO ASSURE PROPER Fir OF CABINET ON BASE I-- 18" —1 WITH f1 WECT TO CONDU T PLACBATT. CONTRACTOR SHALL SUET FOR APPROVAL A PROP08® DEEM WfrH PLAN, ELEVATION AND ANY Ra.EVANr SECTION VIEW. 6° 4. CABIET sHALL BE ATTACHED WTTH AA9HT0 M184 CNEwCALLY Bw)ED INSTALL ONE SPARE ANCHm TO E mm PAD mouNIT& ANCHOR INSTALLATION SHALL BE 2" CONDUIT AND CAP; AASHM GRATE A307 HOT-DPPED GALVAMM 112' x W x 2°. OTHERS AS REQUIRED. 26" 6, PLACE SI.ICONE SEAL BETWEEN THE CABINET FOUNDATION AND THE #4 HOOPS CABINET. #4 BAR EACH L CORNER e„ OTHER T CONTRACTOR SHALL COORDINATE WITH THE POWER LOCATE CONDUITS CENTRALLY IN FOUNDATION COMPANY REGARDING THE SERVICE CONNECTION. 2" UNDERGROUND SERVICE ENTRANCE CONTRACTOR SHALL OBTAIN A CITY OF FEDERAL WAY CONDUIT TO BE LOCATED IN CORNER ELECTRICAL PERMIT FROM THE BUILDING DEPARTMENT. (WITHIN 4" X 4" SPACE) PUBLIC WORKS SERVICE / SIGNAL CABINET DWG. i0mmm— DEPARTMENT 3G45 2- Q U J CC 3: > Q C0 W N U_ J H 1= 00 o ft+J sd T� 09 'ire}h.� 4'y �>' ny � : •„ ' V'�t to 4VC-) > U Z c o �i ul LV 2 Fz C'3 O Z �Mgo) W N�ti ID aM ZODDMM 0 No to LU It<Nn =3 Z— O 0212 v Cr W W x Q' N UL NHF-4- CD Qco (CO E uj , C rL. E 0 cz LL ® ® � J a. u.. zU)"*1ccr, � W CY) X m LA �^^ � d' Lr C w 0- Ili Q 0 rY 0- Y v z 0 Lo Lu m FIBS JBMITTAP Jul0 s 100,9 CITY OF: FEDERAL WAY BUII.DINC, : EPT 'S W W © 2005 Abbey Road Group, LLC, Puyallup, WA All rights reserved. These drawings, plans, specifications and other documents, including those in electronic form, ry are owned by Abbey Road Group, LLC and it retains all common law, statutory and other Z reserved rights, including copyrights. 00 m W �] These drawings, plans, specifications and other documents cannot be copied, distributed, T_ 0 2 n- � submitted to others (including governmental ageAcies and lenders) without the express written fi W > consent of Abbey Road Group, LLC. Z Q O W (Y- These plans, drawings, specifications and other documents are conceptual only and are pp (D WW > WW CL preliminary. They should be considered Informational only and incomplete. Do not rely upon them O Q until they are finalized. O W M W W LU 0 U) a LD ==Z--TO EXISTING MANHOLE AT 3RD_ AVE SW EXISTING HOUSE EXISTING SHOP ♦ 0 i rn r �m ma o� w� C N ffn w id �a A PORTION OF THE NW CORNER OF SECTION 30, TOWNSHIP 21, RANGE 4 EAST, W.M. ' ' SW 356TH ST. 6 1 LINE _ .p G "GAS G , G 12" WATER LINE b U1 WATER MAI 262 W.M.�_.0 / LOW PRESSURE �� j� SEWER �'p _ 1 / NEW F.H. _r- LOW PRESSURE v _..._SEWER GRINDER' s , cly > ; 1 Qrs pmq . 'OPOSED BUILDINGAte. —_0AD'ELEV='26'0.00 DECK 'a i . s, ima WATER METER gBACKFLOW VALVES ` 4 ^2ssa + / MJ c w > 2�bc-- `T + c� co m Q fi 1i 1 4 +OQ 8 W.M. \ 55+0 cN3� r a 56+00 - c CA - j" .,•t� �.s� �� ,�+•� �.,,� —� / �r �r ern 'J / r / ' k 1 JJ } lob, 218 L.F., 12„I SD\ f - o + p \ �. 1 , 14 , ` f UNDEVELOPED AREA -� 1 Ns Lp ! / ryN N `` \ / DETENTION/VVET PO IV ID ► / 1- -rf.. NEW PROPERTY LINE .-�-._.. ; + - �` 26 PROPOSED EASEMENT —.�. 2 �` o 2 b'A OVERFLOW STRUCTURE — CONTROL STRUCTURE i �21+00 , 2z t \ 2 +Q�V 25+00 _ 26 a % - - - - - 7� f N i N cry N N N Nraj M CV MN 1n j �� PINION N N CA N N N ,Icy N N \ 97 L.F., 12"0 SD�� 358TH STREET (FUTURE) - �--`® ---- ----- '�"------;•- ---------�S=0.50% ----- -- --- _ � t SHED -------------------___-----_____ -- O 4- OVERHANP *NOTE: GRADING FOR THE FUTURE SW 358TH STREET IS �•- , � � INTENDED TO SHOW HOW THE PROPOSED DETENTION AND WATER QUALITY POND WILL CONNECT TO THE ROADWAY. THIS ROADWAY WILL NOT BE CONSTRUCTED ALONG WITH THE LIFEWAY 1 i 1 C THIS FUTURE ROADWAY CONNECTION. AN ACCESS ROAD FROM HURCH PROJECT BUT AN EASEMENT WILL BE PROPOSED FOR 1ST AVENUE TO THE DETENTION AND WATER QUALITY POND IS 1 \ \ \ \ PROPOSED WITHIN THE PROPOSED EASEMENT. 1 o �.�( . _ � �. T EX{STING CATCH BASIN CONNECT TO EX. WATER MAIN CONNECT TO EX. WATER MAIN EXTRUDED ASPHALT CURB TO PROVIDE ROADWAY TAPER PROPOSED ASPHALT WALKWAY PROPOSED EDGE OF ASPHALT L` _W NEW CB 222 L.F., 12"0 SD 0 S=0.50% 0 SCALE: 1 " == 40' 40 20 0 4d 80 CONTOUR INTERVAL = 2' LEGEND SANITARY SEWER FORCE MAIN --��..--- WATER MAIN STORM DRAIN LINE EXISTING CONTOURS -- '--252-"---- PROPOSED CONTOURS ------ 250----- Iter le '3, 8'-4 6' Sidewalk Planter Utility I " Easement 28' Travel Way 42' 1 ST AVENUE SOUTH (NORTH SIDE) SCALE: 1 "=10' 3' S' 4' 8' 1 12' 8' 4' 1 5' 13' 1til. Parking Parking T Strip No StriF Sidewalk Lifeway SidewalG Church Planter Project --Planter 28' 52' 2ND AVENUE SOUTHWEST SCALE: 1 "=10' erty ie F2E=VISI0Ns NO. DESCRIPi70N/DATE BY /s �dNAL�'` (7 N „ J N. Q �� 3 v o. O a w z a z 9® -- W 3 CD m (nQ �E c m m= E 7 J N� 0 0 0 00 v z U) "' r > co 'v OF p a� >0 U C LL N 01 3 c 7 3 0 c Wu 2n U LL z 0 c� z Q T Z Z 0 � ir CL :1 J o W QV) 0 W a W ..J LL Q W LL_ JOB NO.: 1499-001-008 DWG. NAME: UT-01 DESIGNED BY: SLS DRAWN BY: JAT CHECKED BY: DATE: 09/17/2009 DATE OF PRINT: UT-01 8 OF 26 SHEETS 0 N N NN1f �~ 222 00 *NOTE: GRADING FOR THE FUTURE SW 358TH STREET IS INTENDED TO SHOW HOW THE PROPOSED DETENTION AND WATER QUALITY POND WILL CONNECT TO THE ROADWAY. THIS SW 358-� H STREET(FUTURE ROADWAY WILL NOT BE CONSTRUCTED ALONG WITH THE LIFEWAY CHURCH PROJECT BUT AN EASEMENT WILL BE PROPOSED FOR .•-- — 1 ` y THIS FUTURE ROADWAY CONNECTION. AN ACCESS ROAD FROM 1ST AVENUE TO THE DETENTION AND WATER QUALITY POND IS PROPOSED WITHIN THE PROPOSED EASEMENT. ROUND SOLID COVER NOTES: MARKED "DRAIN" WITH LOCKING BOLTS. 1. PIPE SIZES AND SLOPES: PER PLANS. 2. OUTLET CAPACITY: NOT LESS THAN COMBINED INLETS. z g m :.x - FRAME &LADDER OR 3. EXCEPT AS SHOWN OR NOTED, UNITS SHALL BE CONSTRUCTED . :,•' :: STEPS OFFSET. SEE IN ACCORDANCE WITH THE REQUIREMENTS FOR CATCH BASIN . n , : NOTE S. FRAME & TYPE 2, 54" MIN. DIAM. N r COVER ELEV. PER PLAN. 4. PIPE SUPPORTS AND RESTRICTOR/SEPARATOR SHALL BE OF OVERFLOW ELEV. TO PROVIDE . -,. SAME MATERIAL, AND . BE ANCHORED AT 3' MAX. SPACING DETENnON & OIL SEPARATION BY 5/8" DIAM. STAINLESS STEEL EXPANSION BOLTS OR PER PLANS STEPS OR LADDER. EMBEDDED 2" IN WALL. SEE NOTE 10. 5. THE RESTRICTOR/SEPARATOR SHALL BE FABRICTED FROM .060" ALUMINUM, OR .064" ALUMINIZED STEEL, OR .064" PIPE SUPPORT(S): 3" X .090" _' GALVANIZED STEEL PIPE; IN ACCORDANCE WITH AASHTO M 36, M 196, M 197 AND M 274. GALVANIZED STEEL •'• SHALL HAVE TREATMENT 1. 1MIN.y ? • CLEANOUT SHEAR 6 OUTLET SHALL BE CONNECTED TO CULVERT OR SEWER PIPE �` WITH A STANDARD COUPLING BAND FOR CORRUGATED METAL PIPE, OR GROUTED INTO THE SELL OF CONCRETE PIPE. _ OUTLET PIPE _INLET PIPE OR PIPES 7. THE VERTICAL RISER STEM OF THE RESTICTOR SEPARATOR SHALL BE THE SAME DIAM. AS THE HORIZONTAL OUTLET PIPE, WITH AN 8" MIN. DIAM. z 1.. INVERT ELEV. PER PLAN 8. FRAME AND LADDER OR STEPS OFFSET SO THAT: INVERT ELEVATION PER PLAN A. CLEANOUT GATE IS VISIBLE FROM TOP. • o ;', B. CLIMB DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. N C. FRAME IS CLEAR OF CURB. 9. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE RESTRICTOR PLATE' WITH ORIFICE PIPE: OUTLET PIPE TO HAVE . SMOOTH O.D. EQUAL TO AS SPECIFIED. NOT NEEDED IF •� o ''' CONCRETE PIPE I.D. LESS 1/4". ONLY FOR OIL POLLUTION CONTROL, , i iV ` 10. MULTI -ORIFICE ELBOWS MAY BE LOCATED AS SHOWN OR °+• �•�:.`:%.; �` :'' ";;.'_,' ALL ON ONE SIDE OF RISER TO ASSURE LADDER CLEARANCE. ( 54" MIN, I CA,I1 RSA! �� 2 11. ORIFICE MUST BE INSPECTED PRIOR TO INSTALLATION OWL As 1111111{I=11 REMOVABLE WATER- TIGHT COUPLING XMAX ' PLATE WITH ORIFICE AS SPECIFIED PUBLIC WORKS FLOW RESTRICTOR / OIL POLLUTION ' DEPARTMENT CONTROL DEVICE, TEE TYPE FROP-T 4-14 SCALE: 1 " = 201 20 10 0 20 40 CONTOUR INTERVAL = 2' I 235 230 225 220 215 210 205 10+00 NEW SYSTEM TO EXISTING C.B. APPROX. 222' SOUTH 235 230 225 220 215 210 205 20+00 POND VOLUME SUMMARY 11 - REQUIRED (CF) AS DESIGNED (CF) WET POND 5,663 CELL 1 13,214 CELL 2 8,945 CELL 1 . 14,247 CELL . 2 STORMWATER DETENTION 34,769 55,374 FE CE (TYP) -.� ELEV 226.0 - —4so., OF____DQETENi '--- —TOP --_-7-ELE_ 224.00 TOP OF WET POND '` ti ^-^________ �- E EV=218.00 -------------- -------------- - - ------------------ CELL #1 15' ACCESS R(W) CELL "2 I OND BOTTO 212.5 1' SEDIMENT � � 10+40 10+80 11 +20 11 +60 STORMWATER POND FACILITIES SECTION A -A SCALE: 1" ' 20' HORIZ: 1"=5' VERT. 12+00 12+40 \ \ FENCE ( ) s � ELEV=226.0 —�--------- --- --------- - ----- 224-- _ --- ---------- 15' ACCESS ROAD ol TOP OF WET POND ti ELEV-2 �._ G CELL 1 CELL #2 POND BOTTOM 212.ov 20+40 20+80 21 +20 21 +60 STORMWATER POND FACILITIES SECTION B—B SCALE: 1"_VER IL 1 — 55' VERT, 230 225 220 215 210 205 22+00 22+40 RESUBMITTED EXHIBIT-----JUL 0 6 2009 PAGE �-- OF FEDERAL WAY BUILDING DEPT. 235 1 225 1 215 1 210 1 205 1 F2_E_VISI0NS NO. DESCRIPTION/DATE BY IFS c'15 /®NALGO J VVWN "�vw N W ® Q- v w �g cc _z o 0 0 --- w c0 �rn z �< �m 3 a E 0 N� 4' O Z r ® °y 'v JC it p a U co U- E `- N v 3 rn ` 3 ®� Sc W =.O Z:3 u a. O 6 z 3 U) Z (, V Z Z w LL NEW all uj um R ®_.. U) J .J w w I_ JOB NO.: 1499-001-008 DWG...NAME: DT-01 DESIGNED BY: SLS DRAWN BY: JAT CHECKED BY: DATE: 06/29/2009 DATE OF PRINT: DT-01 7 OF 26 SHEETS REVISIONS NO. DESCRIPTION/DATE BY `��pNAL -EN6 101 � N cc a m CL Z C3 — Z 0 W - 00 +r 3 0) o t7 0 Q m v+ Z �c � >, Rf J b 8I. . In , -13, a. Z p co U m UL ai p� 3 _ 3 mY c w U �.0 (3 a. Z O C9 Z_ T LLJ I�- Q _Z LU LL. J . 2a r W W®W L� JOB NO.. 1499-001-008 DWG. NAME: GR-01 DESIGNED BY:: SLS DRAWN BY: ` AT CHECKED BY:' DATE: PS/27/2009 DATE OF PRINT: GR;.01 6 OF G,6 SHEETS. QCCt lmiAITTP . 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'C"`•' '-•„n '• ^".S --' ;;;'�; 7"..... ?:� s3,�". \, s i `s` •a,. �: t ± �y �' mac- — _ _ .. � .. _ .. _. ,. � . � _ " !„iY�.,� ;.L �'y"'-,n Y 2 ,TZ--M, ,ar�� ti . r.; „'. , '„:;� ..-.. ._.... . r' .., `^`• \ -' - 1 /'- -- -7 �• _:r .,' .Cry }.., _ ,,,.,�,,, _—'.,.:, i;'• .✓,. i';,.� fit,. `r,:� 3i r-111r"'. \ Ir 7;777"4. �- ','.:.: �}Tif�r .�_ :f Zi' , .-" ....- ..-.--Z-ttEe•' / \ x� i.- ,, _.:._ - � , _.: `. :, _, -. - . : ; . �,�, Tom.. a� �. �r�■r■�-•:•■r � �� _ I .... �- c,�i AOPERfY LIi� (TYP)M. \ i ,' w` \ ♦ , l tr=ems- ,�_zT I I I GRAPHIC SCALE 2 5 9 U 111 1.�� I MMI ( IN 1 inch ffi 50 M j # �i i Z U k S t �lJ l i 3 { ii ``t }} I I i f t 1 I t t ! f i� {3 ,t f" .irs �♦ I I A _ t `I k 1 ;srin^ • :V J is (o, { i .v - �5 E �........._w. _...� _. ; (,:-+r ':, _ /.... ;:.: .. <....... .. .... .` „ ... ....._-.... ._ .............. 00 -ESP e s ua__-: of MARE o� These drawings, plans, specifications and other documents, including those in electronic form, are owned by Abbey Road Group, LLC and it retains all common law, statutory and other reserved rights, including copyrights. These drawings, plans, specifications and other documents cannot be copied, distributed, r submitted to others (including governmental agencies and lenders) without the express written consent of Abbey Road Group, LLC. These plans, drawings, specifications and other documents are conceptual only and are � preliminary. They should be considered informational only and incomplete. Do not rely upon them Q until they are finalized. ICU CID CU > 6 .� L J 0 N W O � •® 00 TT V) ICU LL �t��_ qW •7— V W O u_ •. 0-0 • • s •' 0 r N 75 C�. m W Z 0 f� N .Q Z Q .n W LU Q: W a. 0 J W W O M QO CM LU flr N ��/( \ V) M M X ! � LL J 04 � Z >- N T- 1 M C,r) Q. ® M O M L0 3 a LL m a o6 = � N O N O U T �U' 0 0 O N 4 w � M Y r ~r BUILDING DEPT. .� Federal Way BOUNDARY LINE ADJUSTMENT NO. --------------- CITY OF FEDERAL WAY KING COUNTY, WASHINGTON KING COUNTY HEALTH DEPARTMENT Examined and approved this day of NAME AUTHORIZATION THIS BOUNDARY LINE ADJUSTMENT IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE OWNERS OF THE AFFECTED PROPERTIES. DICK CUMMINGS, CHAIRMAN & ELDER Date RIK BUDD, VICE CHAIRMAN & ELDER Date State of Washington 20_ County of I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT DICK CUMMINGS IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT HE SIGNED THIS INSTRUMENT, ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT 75, CHAIRMAN AND ELDER OF LIFEWAY CHURCH THE MEMBER OF NEHEMIAH GROUP, L.L.C., A WASHINGTON LIMITED LIABILITY COMPANY, TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. Signature of Notary Public Printed name Dated My appointment expires State of Washington County of I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT RIK BUDD IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT HE SIGNED THIS INSTRUMENT, ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS, VICE CHAIRMAN AND ELDER OF LIFEWAY CHURCH THE MEMBER OF NEHEMIAH GROUP, L.L.C.A WASHINGTON LIMITED LIABILITY COMPANY, TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. Signature of Notary Public Printed name Dated My appointment expires RECORDER'S CERTIFICATE .................... filed for record this ........... day of .......... 20....... at ...... M in book .......... of ........ at page......... at the request of ........................................................................ Mqr. Supt. of Records _ APPROVALS: CITY OF FEDERAL WAY Examined and approved this day of 2008. DIRECTOR OF PUBLIC WORKS Examined and approved this day of , 2008. DIRECTOR OF COMMUNITY DEVELOPMENT SERVICES ORIGINAL LEGAL DESCRIPTIONS KING COUNTY DEPARTMENT OF ASSESSMENTS Examined and approved this day of , 2008. RECORDING NO. VOL./PAGE Assessor Deputy Assessor PORTION OF 3021049020, 3021049118, & 3021049036 Account Number SE 1/4 OF THE NE 1/4 OF SEC. 30, TWP. 21 N., RGE. 4 E., W.M. PARCEL "A" TAX PARCEL NO. 302104-9020 THE WEST HALF OF THE EAST HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 30 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 698895; AND EXCEPT THAT PORTION CONVEYED TO KING COUNTY FOR ROAD AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 8910271552 PARCEL "B" TAX PARCEL NO. 302104-9118 THE NORTH 200 FEET OF THE WEST 114 FEET OF THE NORTH HALF OF THE EAST HALF OF THE EAST HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 30 FEET CONVEYED TO KING COUNTY FOR ROAD PURPO�)E5 BY INSTRUMENT RECORDED UNDER RECORDING NO. 698895; AND EXCEPT THE SOUTH 12 FEET OF THE NORTH 42 FEET CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NO5. 8910160166 AND 8908070217. PARCEL "C" TAX PARCEL NO. 302104-9036 THE NORTH HALF OF THE EAST HALF OF THE EAST HALF OF THE SOUTHEA--,T QUARTER OF THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 21 NO!2TH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 200 FEET OF THE WEST 114 FEET THEREOF; AND EXCEPT THE NORTH 30 FEET CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY INSTRUMENTS RECORDED UNDER RECORDING NUMBERS 698894 AND 698895; AND EXCEPT THE EAST 30 FEET FOR ROAD; AND EXCEPT THAT PORTION CONVEYED TO KING COUNTY FOR ROAD AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING ►NUMBERS 8908220303 AND 8909270145; SITUATE IN THE CITY OF FEDERAL WAY, COUNTY OF KING, STATE OF WASHINGTON. SEC.EC. 300 N 88°41'33" W 1312.68' 1/16 COP. SEC. 30 L=52.60 L=857.83' R=2864.93' R=2864.93' A=17°09'21" A=01°03'07" M SE 1/4 OF NE 1/4 OF M SEC. 30, T. 21N., R. 4 E. N ,L 3zo D w o N., 5 88°46'38" E 655.98' 3 Q 0 327.99" � {- o W �V) kn w s o_ M N 10 z v °s Z 327.82 E 1/4 COR. 5 88°51'43" E 1311.26' 1/16 COP, SEC. 30 SEC. 30 LAND SURVEYOR'S CERTIFICATE This Boundary Line Adjustment correctly represents a survey made by me or under my direction in conformance with the requirements of the appropriate state and city statute and ordinance in OCTOBER, 2007. Certificate No. 19635 REVISED LEGAL DESCRIPTION LOT 1 THAT PORTION OF THE EAST HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., SITUATED IN THE CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS; COMMENCING AT THE NORTHEAST CORNER OF SAID SUBDIVISION; THENCE SOUTH 01044'49" WEST, ALONG THE EAST LINE SAID SUBDIVISION, 272.00 FEET; THENCE NORTH 88°34'27" WEST, 30.00 FEET TO THE WEST MARGIN OF 1ST AVENUE SOUTH AND THE TRUE POINT OF BEGINNING; THENCE SOUTH 01°44'49" WEST, ALONG SAID WEST MARGIN, 139.52 FEET, THENCE NORTH 88017*58" WEST, 626.10 FEET TO THE WEST LINE OF SAID SUBDIVISION; THENCE NORTH 01°42'56" EAST, ALONG SAID WEST LINE, 366.05 FEET TO THE SOUTH MARGIN OF SOUTHWEST 356TH STREET; THENCE EASTERLY ALONG SAID SOUTH MARGIN AND ALONG A CURVE TO THE RIGHT, THE CENTER OF WHICH BEARS SOUTH 00022'35" WEST 2822.93 FEET DISTANT, THROUGH A CENTERAL ANGLE OF 01002'58", AN ARC DISTANCE OF 51.71 FEET; THENCE SOUTH 88034' 27" EAST, ALONG SAID SOUTH MARGIN, 537.47 FEET; THENCE ALONG A CURVE TO THE RIGHT, THE CENTER OF WHICH BEARS SOUTH 01025' 33" WEST 25.00 FEET DISTANT, THROUGH A CENTERAL ANGLE OF 90019' 16", AN ARC DISTANCE OF 39.41 FEET TO THE WEST MARGIN OF 1ST AVENUE SOUTH; THENCE SOUTH 01°44'49" WEST, ALONG SAID WEST MARGIN, 204,86 FEET, THENCE SOUTH 88034'27" EAST, 12.00 FEET TO THE TRUE POINT OF BEGINNING. LOT 2 THAT PORTION OF THE EAST HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., SITUATED IN THE CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS; COMMENCING AT THE NORTHEAST CORNER OF SAID SUBDIVISION; THENCE SOUTH 01044'49" WEST, ALONG THE EAST LINE SAID SUBDIVISION, 272.00 FEET; THENCE NORTH 88034'2T' WEST, 30.00 FEET TO THE WEST MARGIN OF 15T AVENUE SOUTH; THENCE SOUTH 01044'49" WEST, ALONG SAID WEST MARGIN, 139.52 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 88017'58" WEST, 626.10 FEET TO THE WEST LINE OF SAID SUBDIVISION; THENCE SOUTH 01°42'56" WEST, ALONG SAID WEST LINE, 255.22 FEET TO THE SOUTH LINE OF THE NORTH HALF OF SAID SUBDIVISION; THENCE SOUTH 88°46'38" EAST, ALONG SAID SOUTH LINE, 625.98 FEET TO SAID WEST MARGIN; THENCE NORTH 01044'49" EAST, ALONG SAID WEST MARGIN, 250.00 FEET TO THE TRUE POINT OF BEGINNING. LOT 3 THE SOUTH HALF OF THE WEST HALF OF THE EAST HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., SITUATED IN THE CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON. AREAS: ORIGINAL LOTS PARCEL "A" 420,888 SQ. FT. 9.66 ACRES PARCEL "B" 18,076 SQ. FT. 0.41 ACRES PARCEL "C" 163,841 SQ. FT. 3.76 ACRES REVISED LOTS LOT 1 227,553 SQ. FT. 5.22 ACRES LOT 2 158,140 SQ. FT. 3.63 ACRES LOT 3 217,114 SQ. FT. 4.98 ACRES SA DLER / BARNARD & ASSOC. INC. LAND SURVEYING PLANNING & PLATTING 717 W. STEWART, PUYALLUP, WA. 98371 NORTH SHEET INDEX SCALE 1" = 200' 356�h ST. sw vi V) SITE w Lu 4 Q 91 N �0 VICINITY MAP n.t.s. S.W. 356th ST. P � OLD ._J �� G LOT 1 QP�`� NEW; LINE SHEET 3 SHEET 2 G�V OLD LINE LOT 2 4 Q GIP, NEW LINE --�► SHEET 4 i I i LOT 3 QP I I i i NORTH E M 14 Ira ILLAHEE MIDDLE SCHOOL E : •.o LIFEWAY CHURCH B SUBMITTED 5015 SW DASH POINT RD. JUN 12 2009 FEDERAL WAY, WA. 98023 DWN. BY DATE JB0IIR DEPT. ie�'• T.W.K. 10-30-2008 2007186.02 CHKD. BY D.O. SHEET 1 OF 4 l RECORDING NO. I VOL./PAGE Federal Way BOUNDARY LINE ADJUSTMENT NO. CITY OF FEDERAL WAY KING COUNTY, WASHINGTON LEGEND o MAIL BOX SIGN LUMINAR WBO WATER BLOWOFF E] PM POWER METER 0 TRANSFORMER © POWER VAULT In CATCH BA5IN 0 POWER BOX L1 POWER POLE E— GUY WIRE POLE W/ LIGHT ® TELEPHONE MH ® TELEPHONE RISER ® SEWER CLEANOUT 0— WATER SPIGOT FW WATER METER D4 WATER VALVE �Q FIRE HYDRANT WO WATER VAULT Dd GAS VALVE CONIFER TREE (SIGNIFICANT TREES) DECIDUOUS TREE (SIGNIFICANT TREES) ROCKERY MONUMENT AS DESCRIBED O SET REBAR AND CAP, L519635 O FOUND SURVEY MARKER AS DESCRIBED GRAVEL • .�'i ��: =.i CONCRETE CHAIN LINK FENCE X—X —X WIRE FENCE a — o —o WOOD FENCE W WATER LINE G GAS LINE T UNDERGROUND COMMUNICATIONS LINE P UNDERGROUND POWER LINE ------- OVERHEAD POWER LINE (M) MEASURED VALUE (C) CALCULATED VALUE (Pi) BROOKLAKE MANOR DIV. No. 2, VOL.113, PAGES 74 - 76 (P2) JOHN ROE ADDITION. VOL 118, PAGES 80 & 81 (R) RECORD OF SURVEY REC.No.20040709900007 a uj 0,02 ONO 4 �- Huli,Lon w�awZZ ¢O>iyww wVOoaca I I~ I �- I In 42 IM IOo 14- w z 10 I Z3 PO V 22 - w0 3� M Io � �M 00 00 i Z00 42' 00 J 00 o porn n Z 00 awZ Owe BASI5 OF BEARING5 AND SECTION SUBDIVISION: RECORD OF SURVEY AS RECORDED UNDER RECORDING NUMBER 20040709900007, RECORDS OF KING COUNTY, WASHINGTON VERTICAL DATUM: CITY OF FEDERAL WAY BENCH MARK SM No 2166-67-1 TOP OF MONUMENT IN CASE LOCATED AT THE INTERSECTION OF FIRST AVENUE SOUTH AND SW 356th STREET. SURVEYOR' 5 NOTE5: 1. SURVEY PERFORMED BY FIELD TRAVERSE AND ELECTRONIC DATA COLLECTION USING EITHER A TOPCON GPT-3005W TOTAL STATION OR A SOKKIA SRX5-AT 5" ROBOTIC TOTAL STATION AND CARLSON EXPLORER DATA COLLECTOR. 2. CLOSURES EXCEEDED THE MINIMUM REQUIREMENTS AS ESTABLISHED BY WAC 332-130-190. 0' 50' 100' 150' SCALE: V' = 50' pw PORTION OF SE 1/4 OF THE NE 1/4 OF SEC. 30, TWP. 21 N., RGE. 4 E., W.M.I ELEVATION 260.617 Is BROOKLANE I o MANOR I LO _DIV. NO. 2 25' 25' I 0 1st AVE. S. --- I L_ BASIS OF BEARINGS CURB -CURB 1322.84' (M) 1322.87 (R)1322.91 (Pl) o 0 _ o p 272.00' — ) — — _ N Ol°44'49" E �'� tl N 01) ^' o o ®' )— / 389.42' Od cy) 01 CONC. CURB 4.i — — ED E OF ASP— ALT— WLK 49 ` _ l _139.52' N ) / 250.00 -_ N ,0 / ac \ 204.86' - / N M N 00 Lu \ M _ _ / 3 0 Lu GRAVEL r J, / '" N / _ I p o / V Ltd - O 1-4 N '" ti 1 V c I N O 0 10 :-' HOUSE 5.w Z v � oo�o w� J Zo�uF- � hN\ w I z N"wZDECK NOwZ .w w �Z LL if) Hmad n3o rn NIli H�w ZnV -,5 Ww� Ow�wZova O ❑ G) = ) 0 (.0tj o� N I SHED V) w� \ ARAGE / / / PARCEL "C" \ I TAX ACCT. # 302104-9036/ 5 01043'52" W �a 3 Lu H, w�l 00 M M \ N V M W co HOU5E TO BE �I 00 REMOVED 4.0 I f PARCEL "B" \TAX ACCT. # 302104-911811 I GARAGE 158I� .69' II M 1 \ J J N li i � o Z ON II I I N o col >Z000 I N u�::E 000 I I I z >w o .�ZV)vz I I I �Owui a V*rsl I I I I LOT LINE TO BE \ \ REMOVED 1 1 1 I \ 1 1 1 1 \ 1zN I W N U "TM M ¢ .�...I.......L C4 461.89' 7' '7 620.58 'Lin 10 in c!1282.49' N 1 N 01043' 52" E / i f LO cli N � � °g EW / I �NI wol rn Lu �Qz1 N w I V Y V) w� Q � I dl z Lu � N I FOUND REBAR 1 (NO CAP) --j 5 = 1.96' W = 0.13230 \ � _ I 1 N Q LD LINE \ \ �� rCD00ttj' 00 Lc) 00 00 Ar 10 N c N M N OO °0N `� CONC. FOUNDATION��*w\ N SADLER / BARNARD & ASSOC. INC. LAND SURVEYING PLANNING & PLATTING 717 W. STEWART, PUYALLUP, WA. 98371 LIFEWAY CHURCH 5015 SW DASH POINT RD. FEDERAL WAY, WA. 98023 cu V Q a O DWN. BY DATE JOB NO. T.W.K. 10-30-2008 2007186.02 CHKD. BY sHEET D.O. 2 OF 4 RECORDING NO. I VOL./PAGE Federal Way BOUNDARY LINE ADJUSTMENT NO. CITY OF FEI)ERAL WAY KING COUNTY, WASHINGTON LEGEND n WBO PM 0 O E— 0 D4 O e O MAIL BOX SIGN LUMINAR WATER BLOWOFF POWER METER TRANSFORMER POWER VAULT I CATCH BASIN POWER BOX I POWER POLE I GUY WIRE POLE W/ LIGHT I TELEPHONE MH I TELEPHONE RISER SEWER CLEANOUT I WATER SPIGOT WATER METER I WATER VALVE FIRE HYDRANT I WATER VAULT I GAS VALVE CONIFER TREE (SIGNIFICANT TREES) , 42' DECIDUOUS TREE (SIGNIFICANT TREES) tj ROCKERY I Z v o MONUMENT AS DESCRIBED ,c H N I SET REBAR AND CAP, L519635 o FOUND SURVEY MARKER AS DESCRIBED z V) z V GRAVEL Oa Z �•j.�'i'=h> •.? COCONCRETE I 3 H C CHAIN LINK FENCE x—x—x WIRE FENCE W. nd AVE. S. N_ - / M v� N o — n —o WOOD FENCE 00%0 o W WATER LINE 0 n N o G GAS LINE `y) " J �La UNDERGR UND C C TT N E — T 0 OMMUNI A D S LIN P UNDERGROUND POWER LINE ------- OVERHEAD POWER LINE (M) MEASURED VALUE (C) CALCULATED VALUE (Pi) BROOKLAKE MANOR DIV. No. 2, VOL.113, PAGES 74 - 76 (P2) JOHN ROE ADDITION. VOL 118, PAGES 80 & 81 (R) RECORD OF SURVEY REC.No.20040709900007 42' > t'" M W M M 0 0 oq \ Z� SURVEYOR'S NOTES: 1. SURVEY PERFORMED BY FIELD TRAVERSE AND ELECTRONIC DATA COLLECTION USING EITHER A TOPCON GPT-3005W TOTAL STATION OR A 5OKKIA SRX5-AT 5" ROBOTIC TOTAL STATION AND CARLSON EXPLORER DATA COLLECTOR. 2. CLOSURES EXCEEDED THE MINIMUM REQUIREMENTS AS ESTABLISHED BY WAC 332-130-190. - I RcmVVCU / ' PARCEL 11g11w AX ACCT. # 302104 -`9�118 GARAGE 158.69 �( \\ I 46- 1.89' "Win* IA % 620.58'Ln C\j LN'O i tr1282.49 o N 01043 52" N N Z cN_R66 o NLi I Imo• T c.� F- rn I <�Zcoo 1c Lli I� �u' o of i I \ _ \� N t.. .ti \ a Iif Hzn�jz� I II I - \cc I cli oUULUCz \ 0 _ �I Lu Z M \N = ,V\ In °` I _ I ,, ., N I � N M N / o Lc)= • + \ \ \ "j W W 00 sN O N \ N 00 o N \�, PARCEL "A" II Z� -\` \ \ TAX ACCT. # 302104-9020 cli "c ci I Y_e ----- Q .-� N NO SCALE: 1" = 50' 0' 50' 100' 150' PORTION OF SE 1/4 OF THE NE 1/4 OF SEC. 30, TWP. 21 N., RGE. 4 E., W.M. M co z30 NLL. CA cjw \ LO LINE 77 O Lc) 00 p �g0 - o00 �� 00 .p Z N \\ CONC. FOUNDATION " N V (ABANDONED) 240 * *N \ \ \ N \ ' (M p �/ �,— - -__ 10 M \.1 _c!� Lc)N _ —_ .-fir / \� �— _ N N \/ IJLj 00 g-'00 In N M S 01'4256" W 366.05' o ' N N 01'4256" E/ 255 22' N 1 DRIVEWAY CONSTRUCTION IAGREEMENT, REC. No. 8910271554 JOINT ACCESS EASEMENT 300' A5-BUILT 11-22-1957 REC. No. 4852658 GRAVEL DR. :,-- SADLER / S g BARNARb & ASSOC. INC. LAND SURVEYING PLANNING & PLATTING 717 W. STEWART, PUYALLUP, WA. 98371 k , 'r Gv ., — N 01°42' 56" E v 1283 LIFEWAY CHURCH BLA 5015 SW DASH POINT RD. FEDERAL WAY, WA. 98023 DWN. BY DATE JOB NO. T.W.K. 1 10-30-2008 1 2007186.02 CHKO. BY 6M SHEET 3 OF 4 42' > t'" M W M M 0 0 oq \ Z� SURVEYOR'S NOTES: 1. SURVEY PERFORMED BY FIELD TRAVERSE AND ELECTRONIC DATA COLLECTION USING EITHER A TOPCON GPT-3005W TOTAL STATION OR A 5OKKIA SRX5-AT 5" ROBOTIC TOTAL STATION AND CARLSON EXPLORER DATA COLLECTOR. 2. CLOSURES EXCEEDED THE MINIMUM REQUIREMENTS AS ESTABLISHED BY WAC 332-130-190. - I RcmVVCU / ' PARCEL 11g11w AX ACCT. # 302104 -`9�118 GARAGE 158.69 �( \\ I 46- 1.89' "Win* IA % 620.58'Ln C\j LN'O i tr1282.49 o N 01043 52" N N Z cN_R66 o NLi I Imo• T c.� F- rn I <�Zcoo 1c Lli I� �u' o of i I \ _ \� N t.. .ti \ a Iif Hzn�jz� I II I - \cc I cli oUULUCz \ 0 _ �I Lu Z M \N = ,V\ In °` I _ I ,, ., N I � N M N / o Lc)= • + \ \ \ "j W W 00 sN O N \ N 00 o N \�, PARCEL "A" II Z� -\` \ \ TAX ACCT. # 302104-9020 cli "c ci I Y_e ----- Q .-� N NO SCALE: 1" = 50' 0' 50' 100' 150' PORTION OF SE 1/4 OF THE NE 1/4 OF SEC. 30, TWP. 21 N., RGE. 4 E., W.M. M co z30 NLL. CA cjw \ LO LINE 77 O Lc) 00 p �g0 - o00 �� 00 .p Z N \\ CONC. FOUNDATION " N V (ABANDONED) 240 * *N \ \ \ N \ ' (M p �/ �,— - -__ 10 M \.1 _c!� Lc)N _ —_ .-fir / \� �— _ N N \/ IJLj 00 g-'00 In N M S 01'4256" W 366.05' o ' N N 01'4256" E/ 255 22' N 1 DRIVEWAY CONSTRUCTION IAGREEMENT, REC. No. 8910271554 JOINT ACCESS EASEMENT 300' A5-BUILT 11-22-1957 REC. No. 4852658 GRAVEL DR. :,-- SADLER / S g BARNARb & ASSOC. INC. LAND SURVEYING PLANNING & PLATTING 717 W. STEWART, PUYALLUP, WA. 98371 k , 'r Gv ., — N 01°42' 56" E v 1283 LIFEWAY CHURCH BLA 5015 SW DASH POINT RD. FEDERAL WAY, WA. 98023 DWN. BY DATE JOB NO. T.W.K. 1 10-30-2008 1 2007186.02 CHKO. BY 6M SHEET 3 OF 4 RECORDING NO. I VOL./PAGE CITY OF SURVEYOR'S NOTES. 1. SURVEY PERFORMED BY FIELD TRAVERSE Fe era �/ AND ELECTRONIC DATA COLLECTION USING EITHER A TOPCON GPT-3005W 0' 50' 100' 150' TOTAL STATION OR A SOKKIA 5RX5-AT 5" SCALE: 1" = 50' ROBOTIC TOTAL STATION AND CARLSON EXPLORER DATA COLLECTOR. BOUNDARY LINE ADJUSTMENT NO. CITY OF FEDERAL WAY KING COUNTY, WASHINGTON LEGEND o MAIL BOX SIGN LUMINAR WS Q WATER BLOWOFF ❑ PM POWER METER a TRANSFORMER © POWER VAULT ® CATCH BASIN { POWER BOX 1 L POWER POLE E— GUY WIRE 41 POLE W/ LIGHT ® TELEPHONE MH ® TELEPHONE RISER ❑ SEWER CLEANOUT °- WATER SPIGOT ❑W WATER METER m WATER VALVE :Q FIRE HYDRANT Q WATER VAULT Dd GAS VALVE CONIFER TREE (SIGNIFICANT TREE5) DECIDUOUS TREE (SIGNIFICANT TREES) Cx= ROCKERY MONUMENT AS DESCRIBED O SET REBAR AND CAP, LS 19635 Q FOUND SURVEY MARKER AS DESCRIBED GRAVEL CONCRETE 2. CLOSURES EXCEEDED THE MINIMUM REQUIREMENTS AS EsrABLI5HED BY WAC 332-130-190. PORTION OF SE 1/4 OF THE NE 1/4 OF SEC. 30, TWP. 21 N., RGE. 4 E., W.M. Al u >� 0 0 \ - i z FOUND EAST 1/4 CORNER �--- - 0) SECTION 30, COPPER PLUG \ IN CONC. 1-25-07 O FOUND REBAR (NO CAP) 5=1.96' Z 0 \/ rn W = 0.13 230 - 00 O amok 4)S 01043' 52" W N � M C'j661.91' N 00.M �2b'A ' ma244— , N .r _ 00 N 00 Lu 00 ZZ ul cli cm MP 240 N N O� m N If) / N ..., .-i N 2h/ / �N �p c� • w - - N _ -� d- / N M N rco �� CJVM 4 00 N ��(" N — '5 � / N / / / �J N / � CHAIN LINK FENCE 260- X—X —X WIRE FENCE a — a —a WOOD FENCE , to N -� W —WATERLINE G GAS LINE - T UNDERGROUND COMMUNICATIONS LINE N 01°42' 56" E- P UNDERGROUND POWER LINE ------- OVERHEAD POWER LINE (M) MEASURED VALUE (c) CALCULATED VALUE (P1) BROOKLAKE MANOR DIV. No. 2, VOL.113, PAGES 74 - 76 (P2) JOHN ROE ADDITION. VOL 118, PAGES 80 & 81 (R) RECORD OF SURVEY REC.No.20040709900007 m / /M M N V N �� 26 M _ 0Ny0 40 � N,� MA N OP V / N oo "��' M ch N \,� N o ' i b0 d N t hh� 11 Bi0 M / M �Mv ILA'10 cm _ 00 / - 10 0 .-i N M (Ono_ y N In N M \ F,z .fir /tibb M m662.39'z A 41 1283.66' ^� ti ci M 00 M 1" V- N " �M LO c:mI.� / -0— " , N-Ivy 6— 4 co00 i N 250 ~ 00 00 � � N v A Ocli V �� m GRAVEL DR. w o -� I N 10 A 1 A J CL J w \ O u LLJ TO � X v w J r� w uj N S Q 00°Cw� NUJ 0Zw 6S 0 iy � J H GARAGE & STORAGE _ 00 cn 00 - M 4,Y) N M� I� SADLER / BARNARD & ASSOC. INC. LAND SURVEYING PLANNING & PLATTING 717 W. STEWART, PUYALLUP, WA. 98371 9 LIFEWAY CHURCH BLA 5015 SW DASH POINT RD. FEDERAL WAY, WA. 98023 OWN. BY DATE JOB NO. T.W.K. 1 10-30-2008 1 2007186.02 CHKO. BY SHEET 4 OF 4 8" 18' r 7" r_i-JWFEik 4 SIDES NOTC14 � { RECTOXED PLASTIC OR "WBERI =MVIZ ST . 1N'FMOR SIDE cair'_tdslom 1/4 GREATER 1 005;T CRYIENSIONS a ANCHOR WON r.' .'.y 8 STM s. R x. �. tart sir Q4" e Imo"Al VAAJI£D EYE BOLT §If' I� NER A MR. RECESS NUT AND PEEN BOLT THREADS, "n MIN. TES1 CALVAWE} Giiy l AWHORED IN CChNCFVE REMQ NE F a LLARi SECTION A- NOTES- 1. RECYCLED PLASTIC SOLLARD aHA;LL BE WHITE- TIMBER SMALL BE DOUGLAS FIR. DENSE CONSTRUCTION GRADE, AND SHALL BE PRES$L10E TR TW WITH .A NIATER RNE P ESE VATI', (ACA, CCA. ACZA) Its OROANCE 199M THE RE0011REMENTS OF SEC. 9-09.3 (4) OF THE WSID0T/APWA STANDARD SPE IFi TONS, TOP 5" OF TIMBER SHALL DE PAINTED WHITE. 2. STEEL TUBE SHALL. CONFORM TO ASTM A53 GRADE A. 3. NU.TS, BOLTS, & WASHERS STALL CONFORM TO ASTIA A307. 4. .ALL. STEEL PARTS SHALL 13E "GALVANIZED. S. COtNCRE'I`E SHALL SE CLASS 3000. 6. MIN. 50" 'SPACING ON TRAiL,S LESS THAN IV WIDE " SPACING ON TfWL.S 10` OR WIDER. REMOVABLE BIDLL"RD UJI LIFE WAY CHURCH SEC. 30/TWN. 21/RGE. 041 W.M. SITE NOTES AND DETAILS ,� a , , A.LLIM, TUBE 8" WALL ALLOY 00.3— T6 SATIN GROUND FINISH r " P .P.S. Sly IPFI R---` Z)- 1 / 'h 13 N.C. STAINLESS S T EEL NUTS, AND NYLON _4). " ,_ . 'BASHERS. 1� —T ALUMINUM ALLOY SHAFT, TAPERED FROM 8" TO 0,". 0,219" WALL THICKNESS SATIN BRO HED FINISH NOTES : I_ POLE ASSEMBLIES DESIGNED TO SUPPORT PJAX LUMiNAP:RE SIZE OF 1.5 SO. FT. E.P.A. AND 60 LDS. Ph A 100 MPH I'SDTACH f 130 MPH GUST VELOCITY W#Nf). 2. 4043 FILLER WIRE USED FOR 'MELDING. 3_ ONLY THE BASE FLANGE MELDS ARE HEAT—TREATED- 4. BASE FLANGE SHALL AC'CC7MODATE 1 1 " TO 12" R- LT CIRCLE. 55. (4) ! "8 NC STEEL ANCHOR BOLTS ASPJ " 11 2" DIA. A 576, AI SI GRADE 10 1-1046, 50, Q 74� BOLTCIRCLE PSI - � IN, YIELD MAIN DIA. OF ROD STC�: C.90 ± _01 1 ", OUT OF ROB. ND ;1 TOLERANCE : ± ,01 " ROLLED CAR CUT THREADS PER A307, CLASS 2A, TOP 1 D't GALVANIZED PER .ASTM A153, COMPLETE, O R EAR AND 4 H CP REBAR 0 WITH (8) 1 H 8NC GALVANIZED STEEL HEM I NUTS & (8) 1" GALVANIZED STEEL 'LA7 1 x:�. 0 CENTERS BASHERS_ iLE (4" X " NOti fNAL) + { NON—FLUSTYPE, COMPLETE &� 4t T H REINFORChNG FRAME ALLOY -i 356-T6, COVER AND S.S. 1 1 HEX HD. SCREWS - °--1 1X, ` 4 9 :° --t N 4 -� i ' - 13 fi� �` S.S. 2SCH 3 � ,_. � _ CL � W I` S. PVC NDUI,r 40 -31 y SPLI-7 4ASHE, R WASHER ER S.S. FLAT CLASS 5 1}2) P R LAND CE 1ENi dVACONCRETE MOO psi ), 3'x 3' SQUARE OR D AIVETE , BASE, t `TI B THRL H NDHQLE NTERI T NEMA 5=15 O.WND FAULT CIRCUIT d4TERRWPTIW, REtGPT LE 'Ike 'NATERPIRDLY IL�R SUITABLE FOR UNATTENDED USE, (FESTOQN f 1TtEtj SIOEWALK SIDE, AS PLOSE `TO TOP l;)F DOLE AS PlBLE.. B&LDMILS BOLT PROUECT1410N == 3"(76nnr i),, Cam, veyh 4 attr-Rw A ��::tr ��9 5 v:�af•ar:_ t U INAIR ; ND1-- CC --RATE ,31)-2 F-CN4 1-1A STANDARD: SM6N_1 _FS(2)-PHA- R- N - X-LMS12 11A CONCRETE PSF (aR LI€ fTY VNIXT 4-LB) LT CIRCLE, SEE 017- bJt- .ABOVE. 9 D 1 _#4 HOOPS.�. 0 9' a 2" tONDUIT _ I ER .ARM I PLANT 5U PONY PSS 14 0 200: HOLD; & "N'"o NM 2 ' ( touff _ PLO CONCH WE " LIJ14FI FICLE Fmq _-19' RXTURE Mt TING a1M q. OF PM. 27 -0. FROM FACE OF CUFF ANCHORING BOLTS STEEL. 3/4 % 7' (supplued by LUMEC inc). ,', UIMEC ISM# PDX. E -KqMHDLE FOR ACC05 TO -�-PR I LT CAS, G'RW aw71ER li STING ,AND SEEC00 POIX IN r` VERTICAL POSITION. E COPPER TO RON131W. L;Ja IN LMKT STANDARD EXOTH01011C WELL GROMD ROD NOTU: REIWER TO DET`A1L 1-M FOR LI ->I9,TI6 V 0 0 0 0 00 0 Q ck� Q� w w J —I w w 0 0 U 0 Q Q w w QLd o 0 0 F— I— C) U LL! W W C- n 0_. uj o 0 [) US Q L6 06 CV N ¢(D0 Y 0 ry m z 0 v� �( Q C_ Cx/ 06 a �U O 0 W -� Q Z LL J w J I' - I � 0 LL V 0 N s- W o _0c 0) 0 m a Jc m c� C/) r v -0 L0 LL R\E VIS/ > w o 0 W ASy� 1A W Co PAGE _._J.--0.�------- c L 'Q �y !! co 8ESUBMITTEQ o� ��4 2841�� JUL R 6 2009 �ss14A L� .Q � coC CITY OF FEDERAL WAY EXPIRES 3/27 � � 9Uk_ 1N(3 Or P w , E 0 5 75 4 2009 Abbey Road Group Land Development Services, LLC, Puyallup, WA All rights reserved. 5; _ = W _ These drawings, plans, specifications and other documents, including those in electronic form, 0 are owned by Abbey Road Group, LLC and it retains ail common law, statutory and other ♦- reserved rights, including copyrights. ap m ZW co These drawings, plans, specifications and other documents cannot be copied, distributed, T_ p 2 0 submitted to others (including governmental agencies and lenders) without the express written 4 Z Li W consent of Abbey Road Group, LLC. CD ® O These plans, drawings, specifications and other documents are conceptual only and are m W f2 preliminary. They should be considered informational only and incomplete. Do not rely upon them 0 W � Q until thev are finalized. � 00 M M (/5 00 0) �� ® < � N Q CL Coa LL ry .J N 0')_ N r Co CO D O_ X ® U-) M � m dam' ® co N C 5 O U .0 3 O a? � � N o } M > O "- o Q LJ- M ZLLJ T Id I N Ln i'- W ; a o n Qr Luminaire Schedule Symbol Qty Label Arrangement BACK -SACK Lumens LLF Description M.H. Be 6 D2 22000 0.650 KAD 250M R3 20' •E] 3 S3 SINGLE 22000 0.650 KAD 250M R3 HS 20' 12 Wl SINGLE 13000 0.650 Kenall MR17NP-C-MW-150M-1-120 12' (2) 2 B 1 SINGLE 5000 0.650 KBR6 70M R5 3 D5 BACK -BACK 22000 0.650 KAD 250M R4 201 -] 2 S5 SINGLE 22000 0.650 KAD 250M R4 20t Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min parking_Top Illuminance Fc 2.26 8.6 0.1 22.60 86.00 walk way Illuminance Fc 1.73 19.5 0.0 N.A. N.A. Pkng B Illuminance Fc 2.64 8.6 0.2 13.20 43.00 Pkng A Illuminance Fc 2.40 7.5 0.4 6.00 18.75 Pkng C Illuminance Fc 1.79 7.7 0.1 17.90 77.00 i i 0+ i I V9 t.9 V7 .5 1 I .01.2 x1 '0.9 I I 1.0 1.4 /1.5 1.4 I� �f 1.0 1.9 4+ 1.9 I 0 V8 1.2 1.9 32.1 0+5j 1.0 1.9 I 1.9 1.9 ! I i 1.0 1.3 11.9 t.9 1.3 1.3 V9 3b.8 W 10.5 b.9 W 10.6 t.4 1 +Q(� V6 3b.6 t.6 t.3 10.6 10.7 1 t.6 t.3 t.6 t.6 1 10.6 t.3 t.9 t.6 1).6 10.4 +50 1.0 ) .1 1.0 'b.9 ) .1 1.4 1.4 ).3 .1 1.9 12.0 12.0 V 8 1.3 1.9 "2.1 1.0 '!�q- 1.9 `2.1 � + El-o O N 1.0 1.4 1.4 1.4 1.0 1.2 1.0 V9 I 0 In + N LIFE WAY CHURCH SEC. 30/TWN. 21/RGE. 047 W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON *LUMINAIRE SCHEDULE AND LIGHTING CALCULATION SUMMARY FOR PARKING LOT AREA PT BY PT ONLY SEE SHEET E5 -E--E---E---E---E---E---E---E-E---E---E--E------E---E--E---E-E--E---E---E--E - .. _ _.. __ .___ _ _.. ..a_.. ®.�.. �.-. p'� _.. _.._. .... r / / :r / , ®„ rr:rw:,rr ,as. xv, �vn as W! 0. 4 r/u�,r, / .00- r, r ,vnrrv, r a _ . r r .r, �,,rr. / , +a + + d + ' + + + + + 11. + '4 +' ¢+ + + + + 0.2 0.2 0.2. *0'.3 0.4 0.7d�1.2 2.4 �.1a3.2 ,2.7 6'a0.8'0.5. 0.6a 06 .1.141.7a ,2,1 + +a + ° * + +. +. + . + +0 :'3 0.3 +0.3 0.3 0.4. 0.7 *1. 2 .3 +2 .18 +2.8 a • b 146 0�9 4 0.5 : 0 . 0 .7 a l . 0 1. 8 .2 : 9° . a d++4 a + Qd t'3 - �.z. 0.3. 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These drawings, plans, specifications and other documents, including those in electronic form, W = o 0 are owned by Abbey Road Group, LLC and it retains all common law, statutory and other i- Q N reserved rights, including copyrights. 00 m Z LLI m LL These drawings, plans, specifications and other documents cannot be copied, distributed, V p 2 0 m Q Lj.l submitted to others (including governmental agencies and lenders) without the express written mot' W Z o consent of Abbey Road Group, LLC. ZUt' J O H c� These plans, drawings, specifications and other documents are conceptual only and are co0 > CL LL H W 0 preliminary. They should be considered informational only and incomplete. Do not rely upon them Q W W CL Q = ( until they are finalized. Q SEE SHEET E4 0 E Luminaire Schedule Symbol Qty Label Arrangement Lumens LLF Description M.H. 6 D2 BACK -BACK 22000 0.650 KAD 250M R3 20' •E] 3 S3 _W SINGLE 22000 0.650 KAD 250M R3 HS 20' 12 1 SINGLE 13000 0.650 Kenall MR17NP-C-MW-150M-1-120 12' 2 B 1 SINGLE 5000 0.650 KBR6 70M R5 3 D5 BACK -BACK 22000 0.650 KAD 250M R4 201 2 S5 SINGLE 22000 0.650 KAD 250M R4 20' Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min parking_Top Illuminance Fe 2.26 8.6 0.1 22.60 86.00 walk way Illuminance Fc 1.73 19.5 0.0 N.A. N.A. 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DS 15.8 +6.6 +4.3 2.6 2,0 1,6 1.6 •8� 00.6 0,7 1.0 1.3 1.7 1.9 2.6 3.3 3.f� 2 5.4 + . 2 +4.0 +2. 6 + . 3 +2.0 1.9 + . 9 *2.2 +2.4 + . 0 4.8 +6.8 8 t - I U - {J 1 ^ 5.0 4.3 +2.0 +1. 7 .3 +0.9 +0.8 .9 +1.3 1.7 .0 2.7 3.9 .8 t.7 +5.8 3.9 2.4 +1 0.7 1.1 1. 3 11.4 1. +� +i . 0 +3.4 +2.3 .0 +1.7 +1. 6 + . 6 +1.8 +2.1 + .5 +3. 9 +5.5 + (. 5 l� ¢ + + + + + . 7 12.3 +4 .0 +2. 9 1, 9 �.1 0.8 +1. 0 +1. 0 +0 7 i .6 - d ° 1.4 +2.4 +1 .8 1.3 .8 1 _ 0.6 +0.7 +0. 6 +0 4 i d 4 d. ° d d ° d ° ! d P Ig a. d °. .4. 0 s GRAPHIC SCALE 8 1 3 { IN FEET ) 1 inch = 16 ft. E?I T � PAGE / ON. L-- W W W Z a a. 0) Z O W m Q Z UIn Q i Z O cc m N Z IL O u; J H U Z � M Q co W to H Z 0) O oo Wb8 Z " tM M W Nam ~ ZdaDMcco H W N W ip aa.N.h Za OO� W O co i CL U. F Nth-t-14L J CL Q c M O }-M"< U M j M � � N V c � n- LL O J LL _C) Q) _ ; N M 00W% N oxUS .Q O M Q C: ti N HE UB ITTE A L 0 2009 CITY FED RAL WAY. BU I DING DEPT. 3: W 2005 Abbey Road Group, LLC, Puyallup, WA All rights reserved. j d d / These drawings, plans, specifications and other documents, including those in electronic form, W W -� are owned by Abbey Road Group, LLC and it retains all common law, statutory and other F-• reserved rights, including copyrights. These drawings, plans, specifications and other documents cannot be copied, distributed, 00 V_ T_ m p W M submitted to others (including governmental agencies and lenders) without the express written 4 LLJ CL consent of Abbey Road Group, LLC. o Z O These plans, drawings, specifications and other documents are conceptual only and are i# M Ur 0) _1 W preliminary. They should be considered informational only and incomplete. Do not rely upon them O W W until they are finalized. p n 00 m = Q o w > O n- m lL Q Z co i- 0 co v Lo U_ .0 wa 0 U W o 2 a � s a (6) VEHII BARRIER BOLLARD �O LO P!�o R,OW, DEDICATIC R,OW, FUTURE RESIDENTIAL DEVELOPMENT 01 1st AVENUE SW 2n d AVENUE SW (future) ace ace Q L O Q Q o za U ... o � T c 0 N 75 W .-' 0) O ? Q� ti N� 0 CC r T- O .0 O U C U o +, rn o co PROPOSED SITE DEVELOPMENT PLAN_ 0 o M SCALE: I" = 40' �� LO � U � 2) o O 4 � L N � 0 25' 50' 100' 150' 250' � NEE M c; � a o o -a .� �^ T V' Uco i G)—p LU Parking Information 1, Maximum 0 ax! number of seats occupied at the same time a L� = 449 2, Parking requirements; 449 at l space per 4 seats = 113 Spaces Required, 3, Parking Provided: 147 Regular Spaces at 9 ft, x 18 ft, , z 48 Compact Spaces at 8 ft. x 15 ft, 3 Van Accessible Space at 18 ft, x 18 ft, 4 Disabled Access Spaces at 14 ft, x 18 ft, . 202 Spaces Total Provided, th ereforeOK; Building Information 1 1st Floor Gross Area = 15,195 S,F, 2nd Floor Level Gross Area = ,6,,510 S,F, Total Gross Floor Area = 21,705 S,F, 2, Height; = 35'-3" at highest ridge (A,B,E) due to increased setback, Site Information ' 1, Total Site Area = 366,949 S.F. 2, Total Area to be developed = 161,281 S,F, 3, Site Coverages; Building: 15,195 / 366,949 S,F, = 4,14% Parking; 86,815 S,F. / 366,949 S,F, = 23,66% .� Landscaping; 44,940 SR / 366,949 SR = 12,25% = c� Walkways/Patios; 15,148 S,F, / 366,949 S,F, = 413% o Legend ° 'o n_M = o� Indicates landscaping planting (� areas -See landscape plan Cn ID ,; %- tti U- Indicates 8' Type 11 landscaping 0, ° U strip — See landscape plan Indicates pedestrian walkway W U) Y Concrete with textured finish LL LO Ir- Indicates new sidewalk J 0 Concrete with textured finish (E) Building to be removed Notes 1, See Civil Drawings prepared by ESM Consulting Engineers, LLC, for more detailed site development information including grading, drainage, utility infrastructure, lighting & landscaping, 2, All proposed work shall conform with the currently adopted requirements of the City of Federal Way. EXHIBIT PA E—L—F._ _._. RESUBMITTED JUL 0 6 2009 CITY OF FEDERAL WAY BUILDING DEPT. Ami no JUL Y 1, 2009 SOL44APW 2=04W ell 7 Tu nlu-n 0 0 I PHASE 11 i 0 ADDITION 0 Ll =1 0 0 0 u 103 PLAZA FROPOSED PLAZA Ce B L ULDIING i 0 PHASE I J, 13 PARKING 098 SPACES Inc], 13 HC) ROW DEDICATION I Am D-1 -L�___r gill' / ss •26� 0 0 0 \�J a < oa 1 rn U) i Co a) N co E i ♦ i W.iM-w w-wA PORTION OF THE NW CORNER OF SECTION 30 TOWNSHIP 217 R 1 ST AVE. S.W. p et" �' .' , I ° - SCALE: 1 60'} < 60 30 0 60 120 s5 ti�title CONTOUR INTERVAL 2' I �� ..,, 1� ..... � � ss` 16 �• a � Iry I I'I i I i I! ( ! I � � Vicinity 262 Fill ♦ tp I! ! " I I i i { j 4 26 \ 15 I! I , 228 5@41t. 'G �� Y t `d� aWy mod,• ' I I I II I I I Y 23� 3 - 6f / d 1 Jp Ana.' \J6\ V 4 �_�'� 'I� �� ^• ±� iV VC. ^ •1 I ('i I} 1'! -I '' f It >f > ; � J 'd \? .sue`° ap ! 20ACCESS U \`� n EA EMENT� a T ,I �� v `sue �j✓ // \\ d �'+ g�/ I' / h �tS . �+� � �/�r� �5. J1 2d, •� + ' "w:'"`^^„M.�.,""'uV.a� L a !�g� a'�o r - - - - - - 338. I°*�,, ,+ _ •,.,,.'�.• i ' ''.1 ! � c 3 8 '� ,Y �• Y �/i f ,•� - - _ _�'3.a". 1'�-- ,� i, I,. I SSiq�3��`. I "dam --------- QF�F I w - ---�-- II ,I I I i so -- - - §a�t ----------- - - j I _ z 2 1711 r- - -- -------68'-- - __ _ I r -1 r - fi9'- r fig - - - _ .."`«•..a....o._nr, ..,. "a`vx I I , , , , A' i r �'�"�•�„".�..�,�,,..•� c,a,,,,,,,, ,..��''-a ' , I , r 1 , , , , � !. I r �. � 6 '' � �. j V ,�1i;•s � _., .) � ii i 7 r 6 1 ! ! I262 '!I �J �� ,'' IyJ�x •,..� '. (I jj a 1, , ' 1 I � i I I 1 1 j �'. I Uf'•e.Yt3C' sn w y" `J� ' ! '\ I '. _ �Z •.m.�(]�7� .., R aN �8,p� @. CML `j_�•."�,�\_-__. F- O t7^ Z�i R' �G '' A 'I1 n 11 J1r +^e°'.- 1' I1' .cn')y= VzG : _�QQ�'n�PKx�s;'•w'S� 1�>" ,, .".,1 V��'QQnO � I,1 I . µI,,, rtNlIli, '1 , "e�,' ,1( n� ONaZ.,t{II I � III x (( ( I I 1 ! t2-- 1 1• ,1I'.; [i' 1I � i poum pp � p (I I :. I I @, ♦ t' I !3 s ....,,.� �.�,i'm•`.W"`..,�c'a W H µ N g�Z �i' .�... , , ' j ' ' r f I 1 ' ``))�;;��'' �! � ,V `. 4- 1 .a 1 . ix n fl ♦ I '�' t 1 n ! �S I.II N1,�'mY.,,�:.,,,yu.- � - � `,. � .. J �. J 1 1 , ' �aY-•- I L 43 fi y.;•�^r,' i I I .I Ir. 60 `". . 2 N D AVE. �. S� - W � _.am.rR.�i� �z•• �,!I v 0 i - _ _ '_ •IlI a .•> !I II SITE STATISTICS .. ::: ., .;, ;:<; :, .. .::sa v . :,,, _ •.x" .,, rL• T,i'-:� u � r,...,.y ..ri,J.r�""y I a i , , i u 53L 7 M,777 �� __ �. ..._,- � •, _ _�: :.:.:� L, III!' 4 DIRT I I D � CP • *t7 i DEVELOPER/OWNER: 356th STREET MANAGEMENT NEHEMIAH GROUP L.L.C. -- - � I_•- - � r ' 'T^+ - _ _ _ _ _ z -, N F- N �' 2\ � 'i6 30. � � � � �Oi� .� - `# ;' � t t �_ __ 1,._ a .0-. I n ( S\ Q ' 1 I .�,� - � --`•;.�->.-�; � � - - - - - _ d 5+ I, - P.O. BOX 26116 5015 SW DASH POINT RD o I I. ,J, 1 a 1 i :•': .1 - - - - - - - - - - - - - - _ FEDERAL WAY, WA 98093-3i 16 FEDERAL WAY, WA 98023 ; zli \ 253-927-6116 253-946-8107 (O , 1 O iI-i L 1 , 1 1U i �5�.• 1 ` 1 1 v*..,y; s° ' 1 1 1 I , , , .�I 1 i`4. 1 -: 1 _ f + " i ! ,. ```. j' Em I SURVEYOR: ESM CONSULTING ENG. SADLER/BARNARD CLARK LAND OFFICE ' • ' OD t 00 J ' ' 1 -SO I ' O ' '. ' i ` ' ' , I; \ !. I. I I I ' 1 I : I : - i 1 �' 1 N , ,n o W Co$ a' _ ' ao v, ' i ' 1 ' ; ' ' , ' I 1 I I - 33915 1 at WAY S. #200 717 W. STEWART 935 N. 5th AVE. N �- aO Qp ao a i I 1 r N'A T N i/ N N I r (V N , Z n ' O i CO ,y, o• 1 CD T_ , O coI 1 �a9' (/1 1 @i`% O N Ib O ' 1 i , 1 1 1 1 , Y. 1 ' , 1 ! I ! I 1,. ,I -. , I , I I j ' y •• 1 1 N N U N a Co') N ,- �, , i'- �,p a� 8 t ;n O FEDERAL WAY,WA 98033 PUYALLUP, WA 98371 SQUIM, WA 98382 )) a m; ' n , j ' I' ! I 253-838-6113 253-848-5170 36 -68 - I r I n I t 1 n n 1 1 M i ' el- N I :+• 9 i % 4i ' i 1 1 (wl , ! 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I, r i �. ! tE }1� 4r O j 1 @{� 1 , , I Ta ,` N:• I iw el @tj 1 d' o , :+- N / ENGINEER: ESM CONSULTING ENGINEERS LLC 1 4a.'� ;,aFnnm• ._- .-I. �\ �., _- _i 1 , ' I / , 1 , 1 1 1 1 , , ' , �! it ,'i I i , 'i , I ' 1 I 1 ! /� _ � I 33915 1st WAY SOUTH SUITE #200 _T I- -'- -v--_ _ J L _ _ - _ ' b'M3�11?JO ?3%I J ,� I� / , 1 1 :L] ' ' '"� `f , I 1 1 ' ' ; i 1 II: i i 2 , ' i : •, ' \\ ' 98033 f I ' ' / , F'- �1_ , 1 1 1 I ' 1 11 ♦� ' ' } 'i � � \ -- -- -•� ----- -- __-� � FEDERAL WAY, WA I L _ _ _ _ _ _ _ I 1 _ J L \ 253-838-6113 1 1 � 4-5 J T pT \ p - v - - J 57' in 55, -- ----- ---- ----------' '--------- �' - _ 5- r155' - y _ _ _I ry 'r PARCEL NUMBER: 3021049021,3021049058,3021049082 & 1 2 OF 3021049020 r-------- r-� -----� r---- - -57-- 57' -- -- G4� Coti"J ------- t4 -- ----- __ __ I 55• 55' lii III I55' I I_`__ - -- O / 55' i � I: ` ZONING COMP PLAN: RS7.2 SINGLE FAMILY .HIGH DENSITY / /9I , / / 1 1 �� a 'lYJJ'' 1 1 \I I 1 1 ■ , >m^^•'e°cn`..awv. 1 , , t 1 , , / I� I i /y� �Y \� i I I I I , I ` / PROPOSED USE: RESIDENTIAL - SINGLE FAMILY - RS7.2 i N• , 1 Il , , 1 1 �\ � ' ' c � J � ' � 1 / \� �\ 1 1 ' I , , � r I ul I 4.,a" 1 i I i f I I i I ! ' ' 1 i I �Sa"f ' � 1 r � , \ ' 1 i 7 1 // , , ' 1 , , , , 1 , K pn.+cr^.°.✓- 1 1 . �t ! ■ Co. OD \ y I i - SANITARY SEWER: LAKEHAVEN UTILITY DISTRICT ' 1 I I 0 ' ' 1 ,\\J//, i , 1 ' I , i t ' ' - '' ' i'il ' It Q i _ ; / p to a cr p p, r N ti \! 1 � � a \\ a ri j 11 �r ; I / r e ro I , Mi `'\� a ' O N , m _ �V , T' i ' , \� 1 1 r '`%!1` Q . N r O , a ' a 1 a , ' I 1 i. I I .,.;.! i.! , ' 1- j- ! WATER: LAKEHAVEN UTILITY DISTRICT _ 1 1 \ , i n 1 T a"°• i-e ., I 17i n 1 ro �7 , �D IO 1 t�- ql\\♦ T N , �i M ' Qp' M ' tDQ�'• SO 1 �/�� ,P t 1 pa a , �' 1 I. 1 , i ■ \ ' ' ' 1 1 -w> i 7• T [ I 1 1 n , \/ n ' i -. i tl 1 p 1 1 f' 1 N i•- I fA M 1 f' k M 16V I M I, I I ( 1 �a �. pprr �. 1- �` 41 6 I r . � � 1 � \ / ' , � '\ li � cov � 1 i � 1 1 ! F`r ' 1 I �M-- ' I. ' N � '1 r (� � \ , \ o g. ' '�!.I - I_ Il ' ,. J- E ! I ;♦r / \u FIRE DISTRICT: SOUTH KING COUNTY FIRE AND RESCUE I �r "a• s' ' 1 1 /' 1 S�� ' /\ I I n i } 1 N i �( o �y'�w,{° ' `u i'/ �0, i 1 1\/ i I ' ✓ I ' , , 2 ':I�w ----�--- -? ----� �"-------- ^"4> - 27 `` ' ! ! I / 66 I (< TELEPHONE: U.S. WEST COMMUNICATIONS I l l�' `-1 ��G, G �•` `_-�y-------�I� L ---- -- r ------J L 'I I - I - - - - - - ` �•i � 1 I ,. � , � 1 1 I , , , ' ' i ' I, i l-^ ! ., 34' co 57' \ - - - - - " - , - u� - - - - - - - ti ` _ \ f. I I! I Ir �u POWER: PUGET SOUND ENERGY J57'- _ - I 5T / pfJ \ RO. 28 '�- J ...:. 5, ` 3> ( i i ! I ACCESS ROAD \I �, 0 > : 5 53. i { ! CLASSIFICATION TYPE W ROAD SECTION - SEE SHEET PP-05 ! l \ !! I 5 I 56. j e."'wk......m„<.�'"�„e4 w l -°' /n\ - -I \ / -� 17YFklSl V ' - - - -/ 1 2z � --1 �� ti - -^,- - +- ' _I/ \ ."� I�'!�r; '� I 1(/\ �, I!! m,a■�I I\! ) 14.6 ACRES = 635,0041F0- SQ. FT. PARCEL SIZE: OPEN SPACE PUBLIC TRACT AREAS OPEN SPACE IS 15% = 635,000 X 7. 0.15 95,250 S.F.SZ TRACT A 10,859S.F. STORMWATER TRACT3RD AVE. S.W. S` STORMWATER TRACT,F. TRACT C = 8,737 S.F. - STORMWATER TRACT I I ! TRACT D = 6,205 S.F. - EASEMENT i TOTAL OPEN SPACE PROVIDED 6,193 S.F. O7 ® 0 1 ! w11: ! (\ i ;'\ NEW PUBLIC ROAD ROW DEDICATION = 153,031 +/- =3.51 AC. 9 I l • ! ! ! TOTAL GROSS PLAT AREA - 411,573 S.F 9.45 ACRES. SURROUNDING PROPERTY DESCRIPTIONS I I I I I L^J PARCEL # OWNER ADDRESS PHONE # ZONING OX PARCEL # OWNER !� IDDR I S') II ' I (�" I I PHONE # I ZONING 1 3021049017 MONTE B+DIANE E POWELL 22528 MARINE VIEW DR S DES MOINES WA 98198 RS 7.2 10 3021049126 V V RAMAYYA 35905 3R1) AVE S I EDE I 1;11 IVI+AYj (�M i �I9 2 i j I i 1253 " 838-3182 S 15.0 2 7387000080 BARBARA E WOODWORTH 207 SW 355TH PL FEDERAL WAY WA 98023 253-927-6426 RS 9.6 11 3021049013 FEDERAL WAY PUBLIC SCHOOLS b1405 18,TH AVE S IFED 4 V1o* ( 5003' I I I ;253= 45-2000 S 15.0 3 7387000090 JEFFREY GHRAMM 216 SW 355TH PL FEDERAL WAY WA 98023 253-661-0084 RS 9.6 12 3021049092 BRIAN J LAKE } 1,35929 1 ST AVE S JFED 'Q ,'VAII 'V� II 81003 i S 15.0 4 7387000100 JANICE M CALVERT 223 SW 355TH PL FEDERAL WAY WA 98023 253-661-8667 RS 9.6 13 3021049157 CLEMO D DUNNING I ill i ;35903 1 S;T AVE S M FEDER I WA I ;V1` 013 I I i { j ! 253 38-1822 IS 15.0 5 7387000040 VICKI CLEVENGER 35528 4TH AVE SWFEDERAL WAY WA 98823 253-815-7799 RS 9.6 14 3021049004 ROBERT MILTON III COLE I ? 0 BOX 254 P�CI IC ! 47) li �i I I { ! RS 15.0 6 3021049022 CHRISTOPHER J+JEAN B TAUSE 35615 3RD AVE SW FEDERAL WAY WA 98023 RS 15.0 15 3021049156 ALEX S & KI NAM NAGY I p�' 5813 1 ST AVE S FEIJERA Au " Wq j9 1,+ 3 ill ;253 38-2143 OS 15.0 7 3021049125 JAMES F & CAROL A BRANDT 35711 3RD AVE SW FEDERAL WAY WA 98023 253-874-0548 RS 15.0 16 3021049036 NEHEMIAH GROUP LLC I 5015 SW ' DASH POINT IRD 4111. AL V AI'� Al0 OI 31 , I RS 7.2 8 3021049164 GEORGE J+PAMELA R MARHAD 35729 3RD AVE SW FEDERAL WAY WA 98023 253-815-0535 RS 15.0 17 3021049020 NEHEMIAH GROUP LLC I ' I '' I 5015 SW DASH POINT RD 1 Ir E I E 01 I I AL W I I ' �I I I, W A� I 0 I;f , 3 I j RS 7.2 9 3021049121 RUSSELL F VAUGHAN (Kay) 35813 3RD SW FEDERAL WAY WA 98023 253-838-5913 RS 15.0 18 1 3021049118 NEHEMIAH GROUP LLC I 5015 SW ;DASH POINT RD E'IE{7AL VIf�'I A'I 0 I3i I RS 7.2 ZONED RS 7.2: COMP. PLAN -SINGLE FAMILY -HIGH DENSITY I ZONED RS 9.6: COMP. PLAN -SINGLE FAMILY -HIGH DENSITY ZONED RS 15.0: COMP PLAN -SINGLE FAMILY -MEDIUM DENSITY 1 1 RE B JU 2 CITY # 08-101729-��00- CITY # 07-1`05992-00-P e, REVISIONS NO. DESCRIPTION/DATE BY N �L 37385 EXPIRES U m.0-00 �0 rD f0 N m _j -' 00't m -Y 0) -Fa M Nq rn vv iO L m L (� 3 O �Ll n. o w w ® --I z WSW N �� C C z WmW J z O wo C �rt O m Z OQ UlO E C y >3 O U (D c� z �. •a O U rCoi a) � Q) C 00 W� Ud Z O zz z 0 V) < U) �a 0 r�nn Z)V� w tl / r- O ala f.i� 0 < _< ® W. x z W °- t»il Igo- w 9 J Q 0 w \ 0 w W L i. IJ.. rO F� U JOB NO.: 1453-001-007 DWG. NAME: PP-03 DESIGNED BY: SLS DRAWN BY.• TDC CHECKED BY: DAM: 06-20-2008 N T 2008 ERALRfYr®3 DEPT. OF SHEETS _ _ __ _ ___ I• • - — — — --- - i t 1 : S i 1 . ' - i ! ! I i : — —A�ti 3 � I 1 w----,/ w. w Lw % � w w ___ I iv 1ER MAIN i i N �"� _ 1ST AVE. 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