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16-100208 (2)CLIENT: b �� 19 =407 0 20 40 �80 gNggq ARCO AM/PMmFEDERAL WAY SECO 29, TWP. 21 N., RGE 4 EAST, W. M, CITY OF FEDERAL WAY KING COUNTY STATE OF WASHINGTON ------ —------------------- -- _i�ii�i�rii------------------ x X S88'31'5,Q"E 600.84' f WETLAND BOUNDARY AND ASSOCIATED SETBACK AS DETERMINED BY ED � � SEWELL IN A REPORT DATED JUNE \ �— 25, 2015. \ $ I 60' WETLAND BUFFER \ IA' TOTAL\�NETLAND & BUFFER AREA j 64, 33t S.F. (1.47� AC) ! / APN: 292104--9127-07 /zs r { 30' INGRESS & E ESS / T EASEMENT REC#760 80243 20' JOINT ACCESS UTI EASEMENT REC#20131 240 0188 � / � • • ©� ` 20' JOINT ACCESS & UTILI �- -.. " ., f • • �"• EASEMENT REC#20131224IDo 78.7 i ! FF-205.45 4... i • 3,180 SF ! W/1,152CARWASH a Y at 1 ,z " w *" t . ,.... t • a ..,Z co O z n:.... s ------- e ,yq a IRR* U W O -o - - N N - _ - _ .- - - _ _ SLOPE EASEMENT ' I o � - TEL: EASEMENT - REC#910405L121 - CIO�' - L : 0: 0 m REC#9001181206 .. o -� �p - _i' 18.2 0 0 O N o9"E 530.10' a - o {°� - —jl - ice'— --_ -- o o - 0 SW 356TH STREET LEGEND: PROPOSED EXISTIN BARRIER CURB ^ --- . CURB CONCRETE a ° .. a.. a e. PAINT STRIPE ASPHALT CONCRETE �� •' °"�.,� STAMPED CONCRETE _ CONTOUR ----- ---420 PAVEMENT SWALE -- • • • SAWCUT -------------- WATER _- _w— _w_ .... _ CONTOUR -----244----- STORM DRAIN WATER W TYPE 1 CATCH BASIN ❑ WATER METER ® STORM DRAIN (SD) SANITARY SANITARY SEWER (SS) G SS MANHOLE GAS POWER P GAS __.. G TYPE 1 CATCH BASIN ® POWER ______ P (OH) TYPE 2 CATCH BASIN O TREE STORM CLEANOUT • SANITARY SEWER CLEANOUT • SPOT ELEVATION 340.83t ME/ SLOPE ARROW 0 SPOT ELEVATION 341.92 STREET LIGHT FLOW ARROW METER f j ' TEMPORARY RIGHT -OF -ENTRY / B8' REC#20070712002433 . / Y C 1.0 CIVIL — COVER SHEET C2.0 CIVIL — TOPOGRAPHIC SURVEY C3.0 CIVIL — PRELIMINARY CLEARING AND GRADING PLAN C3.1 CIVIL — PRELIMINARY TREE RETENTION PLAN C4.0 CIVIL — PRELIMINARY SITE AND ROW IMPROVEMENT PLAN C5.0 CIVIL — PRELIMINARY GRADING AND UTILITY PLAN C5.1 CIVIL — PRELIMINARY SITE CROSS SECTION PLAN L1.0 LANDSCAPE — PRELIMINARY LANDSCAPE PLAN 1-1.1 LANDSCAPE — PRELIMINARY LANDSCAPE PLAN — NOTES AND PLANT SCHEDULE 1-1.2 LANDSCAPE — PRELIMINARY LANDSCAPE PLAN — DETAILS �s r. H �N f'. V SW 348TH ST w 6/, SW 356TH ST w Q IT FEDERAL WAY WASHINGTON VMllTif MAP N.T.S. 4kL lNor ARCO BP WEST COAST PRODUCTS, LLC SITE PLAN APVROVAL Permit Number: j(o-I OQ a ©T-2E FACILITY # TBD N Approved'By: d- GJ `eit,, 4 Date: 10 — 21�1 Cn RESUBMITTED DESIGNED BY: CRJ ALLIANCE Za�DM: R Comments: CHECKED BY: CRJ BP REPM: AUG U 52016 DRAWN BY: CLS AWANCE PM: CITY OF FEDERAL WAY VERSION: PROJECT NO: a CDS 1677701 DRAWING TITLE: O I COVER SHEET i PERMIT NO. XX-XXXXXX-XX-XX a E SHEET NO: CD i i APPROVED C1.0 ® F 7 / c DATE N W E QQ" O�T'NG ENGSN�F. s 0 20 40 80 SCALE: 1"-40' MEN TOPOGRAPHIC SURVEY CAD -- ---- -- -- ar REAL PROPERTY IN THE COUNTY OF KING, STATE OF WASHINGTON, DESCRIBED ■ ARCO AM/PMmFEDERAL WAY AS FOLLOWS: RTI THAT PORTION OF THE SOUTHERLY 415.00 FEET OF THE NORTHWEST .QUARTER OF THE NORTHEAST QUARTER OF SECTION 29, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, SEC. 29, TWP■ 21 N., RGE 4 EAST, W■ M■ WASHINGTON; EXCEPT THE NORTH 30 FEET THEREOF, AS CONTAINED IN FULFILLMENT DEEDS CITY OF FEDERAL WAY KING COUNTY STATE OF WASHINGTON UNDER. RECORDING NUMBERS 8905181096 AND 8905181102; o AND EXCEPT THAT PORTION LYING SOUTHERLY AND SOUTHEASTERLY OF THE NORTHERLY LINE OF SOUTH 356TH STREET AND EAST OF THE WEST LINE OF CHAINLINK FENCE LIGHT STANDARD PACIFIC HIGHWAY SOUTH SR 99 , AS DESCRIBED IN DEEDS RECORDED UNDER SUMP to/lo/lo/to/to/lo'M ( ) PUMP 17'CED SEWER EASEMENT LIGHT Epp / RECORDING NUMBERS 669248 AND 1778238, RESPECTIVELY; F-- - - - - - - - - - - REC#8512200564 �t JBOX TEL.' pAA �i - - - - - - - OFFSITE BUILDING AND EXCEPT THAT PORTION CONDEMNED FOR HIGHWAY PURPOSES IN 1 CHAINLINK FENCE ----------------- ----------- WATER SUPERIOR COURT CAUSE NUMBER 81-2-05952-0; OFFSITE BUILDING � VALVE �. , , • •.� � � X /.1.L /.�1_./ /...G1 / /1 C /,�,G,i / .,� /,L,Gi 111 / �i - - - - - - - - - - - - - - - - - - - /- - � � � ' �< �' FOUND MONUMENT IN CASE X ..:L/! /./,�/�!L/1.Li/1.C/�i/ 2" I.P. W TACK 0.45' DEEP AND EXCEPT THAT PORTION CONVEYED TO KING COUNTY FOR ROAD PURPOSES j 0 L 7 M 70-' C STORAGE LLC -•- '� -•- -� /=�-� �L.0 /.GG/ LL.0 /� / b 3 / BY DEEDS RECORDED UNDER RECORDING NUMBERS 9104051109 w 2 __ _-._2�� }49$..:_.. -- W (DECEMBER 2014) 9104051110, 9104051111, 9104051112 AND 9104051113; y --~ ._•.�.:..: __,- --� �_ __ _ _ CHAINLINK FENCE D'--- -'W �� AND EXCEPT THAT PORTION CONVEYED TO THE CITY OF FEDERAL WAY FOR •.:� 13'M 29 CED 14"CED t ,2A- LINE OF S. 85' "'''`.` ��' -. - N „� 1 SANITARY ST a 15 TOE \ CHER {� V� �V 192 / RIGHT OF WAY, BY DEED RECORDED UNDER RECORDING NUMBER ' • ` 1 a ' 12 sA 7tq ` _ I J { WETLAND BOUNDARY AND to/lo M 17'M 7/7/7/7/7-M " - -� HYDRANT a+�i 20070705000558 AND RE -RECORDED UNDER RECORDING NUMBER ARCO jj---.29 T"2rcm �,,20070712002432, LYING SOUTHEASTRLY OF THE FOLLOWING DESCRIBED LINE: 23 F 14� / 26"CED ' CED j - { ASSOCIATED SETBACK AS `� 'QED' M DITCH _-. - SSMH T-2 COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 29; 28•CED �- `� BP WEST COAST PRODUCTS, LLC CE 22"CED � - t6A 8"CED {'DETERMINED BY ED SEWELL IN I 23"CED M28'CED 1 J :Q. � \\ RlM=210.07 THENCE ALONG THE NORTH LINE OF SAID SUBDIVISION, NORTH 8832'26" 3 ,�YYY'�� `-zs"cE0 2oA A REPORT DATED DUNE 25 TOP s" PVC I.E. N=201.34' } 1 2` zocE02 CED 12'A 14"CED { 28•cE0 3�M mot" (2) IRRIGATION 8" PVC = WEST 1581.01 FEET TO THE MONUMENTED CENTERLINE OF PACIFIC HIGHWAY 36'CED 2015. l4 46'M SIGNAL BOX I.E. S 201.24' -2s•CED ` BOXES „ SOUTH (SR99); 1 2542CE 32°F �Yv"M r °D 42•M TOE g / / 8 D.I. I.E. W=201.34 THENCE ALONG SAID CENTERLINE, SOUTH 22'47'51" WEST, 963.50.FEET TO A 1 / 'tea '""`�z3'cED 11 CED { TEMOARY OP ` :n MONUMENT IN A STEEL CASING, BEING A NAIL SET IN CONCRETE AT THE c/�C/�� _ 27°C D -A LEGEND e' 1°•°E° 14A f� T 4s°CEO �~�� {�I/ r1/ %V - Vi V� { /t 3 RIGHT- F-ENTRY CENTERLINE OF SAID PACIFIC HIGHWAY SOUTH; z4" REC#2007V500177016"C �q THENCE CONTINUING ALONG SAID CENTERLINE SOUTH 22-48'31" WEST 48.33 WETLAND AREA ONLY - 21568t S.F. s" ,,% l ,,,�,.-• r (NOTE: NOT ALL SYMBOLS MAY APPEAR ON THE MAP) _ r'' / { f ^� FEET TO THE SOUTH LINE OF THE NORTH 30 FEET OF SAID SOUTHERLY 415 Q� :n 2o'cor _ -� `. �✓ �V 11•cii � t2 FEET; LUMINAIRE LUM. 14"COT �� 2YCED { �n6 17`CED •@ 0 11`CE 28/2.8•M a: " �I ( ) 1 n -� // THENCE ALONG SAID SOUTH LINE, NORTH 88'32 1 ] WEST, 53.68 FEET TO C CI YARD LIGHT I 25 cor -� �' M THE WESTERLY MARGIN OF SAID PACIFIC HIGHWAY SOUTH AND THE TRUE ca � j / E0 c s"c •c �- ° POINT OF BEGINNING OF THIS LINE DESCRIPTION; POWER METER , 1 s/s" 7/ »a,_ �,,, / / O 60 s 0 -O- POWER POLE z,•F O - eA NQ s•A 16 CE STD GRATE T-1 U 1 t3"A • �G 7 CEO- g 4t, M=208.68' THENCE CONTINUING ALONG SAID SOUTH LINE, NORTH 88'32'O6" WEST, 12.88 2 _ ® JUNCTION BOX (AS NOTED) s/s�s"M 15"A �oT .�,�. ® TELEPHONE MANHOLE ( 1" � f F z4°CED - 2" D.I. I.E. S=204.78' FEE( TO A POINT 62.00 FEET WESTERLY, AS MEASURED AT RIGHT ANGLES, TO tAG ;' ' ❑ ( ) t4 M TOTAL N'"64 D &BUFFER AREA 3s cEo f% �Alz THE CENTERLINE OF SAID PACIFIC HIGHWAY SOUTH; CATCH BASIN CB M 1"cE0 2 ,133t S.F`.v ✓ 3 M D CB STD GRATE T-1 THENCE PARALLEL WITH SAID CENTERLINE, SOU " <r STORM MANHOLE (SDMH) ROCKERYfi2 l�`� y /6"A _ `M 3�°c ° q� E, SOUTH 22 48 31 WEST, 186,92 //� NF. ® --" / RIM=210.12' FEET TO A POINT ON THE WESTERLY LINE OF THAT DEED RECORDED UNDER �* E N G .,' •�,,,�, 14•CED- ` 15 CONC I.E. W=205.57 KING COUNTY RECORDING NUMBER 20070712002432 AND THE TERMINUS OF Q SANITARY SEWER MANHOLE (SSMH) I 2 F 2 ce0 y 1a"CED 7.M s°CED , 0 CLEANOUT AS NOTED > ' 1 ,s E f z ' " THIS LINE DESCRIPTION. ' 12 CONC I.E. N=206.82 /p. 18215 72ND AVENUE SOUTH ( ) SSMH T-2 �' 'I 'F 25"CED 7y r' / W � � (tt I1 14'M 11"M �,w7n,CSlv,,., � � Q GAS METER , ., .4 '.1 / ' 0� 22'COT 19' M. P� � .. / %' 32"CEO 40"CED t ,t 'M 9" �" �*yED try Y y. , a�ir"�.t'' 12" CONC I.E..S=206.77' cv RIM=203.50 \/ : _, • 1 { of i ff o TOGETHER WITH THE RIGHT OF ENTRY OVER A PORTION OF THE ADJOINING (]Q GAS VALVE 8" PVC I.E. N=192.90' / 1 30 CED t3'M / s°CHER zs'CED PROPERTY, SUBJECT TO THE TERMS AND CONDITIONS THEREOF CONTAINED IN KENT, WA 98032 WATER VALVE (WV) 8" PVC I.E. S=192.80' C 1 24/1 ^ / 18"CED z2"cor RIGHT TURN j INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NUMBER (425)251-6222 I TOP �30 INGRESS & EGRESS CED loc 1a' r so•cEo LANE SIGN FIRE HYDRANT(FH) / CONNECTION(FDC) 8" PVC T.E. W=192.70' I EEASEMENT REC#7605280 43 �� 14'M /� z4 12"cor 27^°� 20070925001770 (425)251-8782 FAX WATER MANHOLE I I " •cor •cor \ s�co ,a'coT 3• , • .� I ! 22' 181{9/9W •� Y ` •cor is"cor ct� ® WATER METER M /' la°cor 12 co - () HORIZONTAL DATUM: CIVIL ENGINEERING, LAND PLANNING, R / a"M -a`�c r 19'r 2 IGATION SURVEYING, ENVIRONMENTAL SERVICES /2 0 9°A / 8'CHER 16 11°COT D 1 BLOW -OFF / A(RVAC 1 6•M 26'CEo ,cor_ 1O.Co s•cor ` � 26 -- �£ HORIZONTAL DATUM FOR THIS' SURVEY IS NAD 83/91 PER CITY OF FEDERAL ❑ SIGN I 7•CED z4 F N / 7 Cor s"COT 9'� s or s r 10 cor 1 'ccn WAY. CITY OF FEDERAL WAY HORIZONTAL MONUMENT NO. FW120 WAS HELD } 6� 36 CED - 10/10 T�s cor 10 c 6.c FOR POSITION, AND A LINE BETWEEN SAID MONUMENT N0. FW120 A ® SUMP PUMP „ ' 1 s•M 3s"CED 32.CED / 1a cor " �� LIG ARD AND c� DIRECTIONAL ARROW �� TOE 3ME0 \,W A ,ter VA 7•co °T n cor MONUMENT NO, FW122 WAS HELD FOR ROTATION, BEING SOUTH 57'50'22" `mmi y� WEST. ® SURVEY MONUMENT (AS NOTED) �� I ' ' �J�`f' y ' % 12"M P 8 Ate- ` 6•A r 10'CO IG� z A �,, "r BENCHMARK �'� I. j Zs %J •CHER 32 6/y °cH� 7'cor �11"c°�"COT 12"Cor scor JB X f i p L24-F 7 "cHE 1o"cor 6 cor- > VERTICAL DATUM: \ 1 11/11-M g A 24•C0T VCHER ,: • SECTION CORNER (AS NOTED) - - q ) r VERTICAL DATUM FOR THIS PROJECT IS NGVD29 PER CITY OF FEDERAL WA. y,� ,3-COT CITY OF FEDERAL WAY VERTICAL BENCHMARK NO. 2200-31 WAS HELD FOR �� Oc ( to � 9"A 39'CED 7" 7" 7• 14"C � � » � O �O ('• I O (1P' 8'COT 8"COT ot",OT / 'Q o FOUND REBAR/CAP (AS NOTED) �' 0`V }•; • 'o�a =1 0 / 37 ° t1A _COT 33"CED7 7A ELEVATION, BEING 241.50 FEET (NGVD29). �V ' � ^ F. 1 b 10°M _,,.,,,,.-- 1 •C 7 A 7° 0 34"CED 10"A ❑ FOUND LEAD/TACK ��a• I w •01 � lo'M Kam```` 5•ceosA loA-� A SURVEY CONTROL STATION p� P I .F o l 27•c A s A 12 TOE / w _ REFERENCE SURVEYS: p 1: P '� n� 25 cor A TEMPORARY 1. RECORD OF SURVEY, REC. NO. 20051114900006 R1 N 1 •M RIGHT -OF -ENTRY TOP A ( } R PROPERTY LINE ( } �, zs/1s cE0 13" 35•cEo 15• �L�R E #200707120G 3�oA ,f § 2. BLA 05-100962-00-SU, REC. NO. 20051108900001 (R2) ( HANDICAP I 0 1 c� w ILA 6$c s•cor z2'COT Y`� SIG CABINET 3. RECORD OF SURVEY, REC. NO. 20080506900009 R3 I.. uj T Q ,\ � T - I 6 A- 10�A 6"q V`� lo•cor- i j*Epf§p SIGNAL ( ) °a a CONCRETE I c� e� j F-8 ton g•q n•A T l IN a j( DATES OF SURVEY: _ _ c� w• . C? M LfGHT ,SM 7"CED zsM FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS, INC. CONDUCTED IN r r,< GRAVEL/SAND (AS NOTED) I a ¢ �w m STANDAR9�- s•q 10A r iy'io/lo ,o/lo'M Y �'"1 1 w cn 7"CH�BM 7 A 32 i "CED 40"CED 9'COT a' '. . z •z 1n c M zz cor o'cor WSTONE AL DECEMBER, 2013. ALL MONUMENTS SHOWN AS FOUND WERE VISITED AT THAT POWER POLE" s"A , r ASPHALT CB STD GRATE T-1 t O •g / 7y�� 1oA 7 r A 7A 7'A s 14•COT 34•CED 7•A7 C T TIME. / UG WIRE •cor (2) SIG 1 i RIM=203.36' I w 3s F L!G �7/A PROCEDURE NARRATNE: LL /� BUILDING LINE " ! Q, JgOX s"M POWER EASEMENT ' �ilkT s° .COT $ > 12 D.I. I.E. E=200.56' sAloommommomm a° s"7"AV/f SLOPE EASEMFNlS ^co �scor s ES a D EC#20090422001838A 7"A A�''A 7t I '., REC 9104051121 !_' s A �• (2) SIGNAL CABI C 31 r 7 6'� OP B A FIELD TRAVERSE USING SPECTRA PRECISION FOCUS 30, AND A TOPCON X CHAIN LINK FENCE 12" D.I. I.E.W=200.66' 11' 7 ER POLE ARM ( r_ WOOD FENCE TEL y/H 32"CED 20MPH SIGN POWER POLE "so"COT THROUGH REC#9104051125 7 GR-5 SUPPLEMENTED WITH FIELD NOTES, WAS PERFORMED, ESTABLISHING THE -�^r- BARBED WIRE FENCE COMMUNITY HYDRANT MERGE 9'A "CED TEL. EASEMENT (LARGE LAMINATED) o`R m NO TRUCKS BIKE LAN rCOT Cor ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE MONUMENTS, PROPERTY �J ER POL PEDESTRIAf �0 -1ocor CB STD GRA T-1 CENTER �N ✓ SIG REC 9001181206 to°cor SIG � SIGN NO. DATE REVISION DESCRIPTION 1 3124116 CITY COMM. 2/11/16 2 6124116 CITY COMM. 516116 3 4 0 Al I 11 12 -�- HOGWIRE FENCE N_ IGT STANDARD 128 01'W _ GNAL E RIM=202.3T LINES AND IMPROVEMENTS. THE RESULTING DATA MEETS OR EXCEEDS THE SEAL - w - WATER LINE MAILBOX $• " STANDARDS FOR LAND BOUNDARY SURVEYS AS SET FORTH IN WAC �' . 12 D.I. I.F4 SW=198.62 332-130-090. - s GAS LINE <.T - -�� - 1s'c 4 12" D.I. I• . N=198.62' -T(xx)- OVERHEAD UNDERGROUND TEL. LINE a;- _,.> r' };r JE / � ,. . , _ , -� .:� . � �. �< ' c�x><a k. SURVEYORS NOTE. � S 6 . -. . • . .... N - -� .- .Q.- . � Y , 1. ALL MEASUREMENTS ARE G P(xx} .OVERHEAD/UNDERGROUND PWR. LINE a �-. � � , i ,-� - �- >•-;,: � ,� W P,ERFt '� < R �,} ••, :> U IN U.S. SURVEY FEET E .G }G STORM LINE -.. .: �.. .. � , < ._ . � r _.. ,��._ ' .., � .<, . GROSS . �, F ��.•�� LAND AREA: � - t ss �•, �. 3" E LINE >� Mom. SEWER �W �. ,1- ..> - . - ..-��. �> , � a LOT AREA- 05t S.F. : . 1.... _. _ .. �`s�-r,ti>*._ _ ..kG _ ? --�tc� s• �1k>, �. z£„' �05.08 181,7 (4.171 t ACRES SE-188.4 : ASS NU 2 - , ... o.._ ..: .,, .. ..,....<. ... o _ . � ,.•, a. .: , _.:. .. ASSESSORS PARCEL. NUMBER: 92104 9127 0 , . 7 M , TREE LEGEND. r. 47671 � " _ " -.. ...; . • �,� Gr F, X M = X MAPLE TREE a ..., G Ate. Yam _ . �., S ADDRESS: 35505 PACIFIC HWY S FEDERAL O r��Fo M - i �. � x SITE WAY, WASHINGTON 98003 F � $ T E \J " " FOUND MONUMENT IN CASE � . . , � --;� ., < � �> . , < - �1 �r� � . ��F'• - J' \ X F = X FIR CB STD "� -SSMH - - - „ SSMH T-2 2.5" I.P. W 3' BRASS DISK W "X" Gill �:x g NA L E X CED = X" CEDAR TREE / / RIM=202.96 �'' � "_ �� VESTED OWNER; CLERGET EVERGREEN LIMITED PARTNERSHIP, A WASHINGTON nommomimm RIM=203.51' I STAMPED "APEX ENG 34130" " . RIM=202.06' J/ CB STD GRATE T 1 RIM=200.77' LIMITED PARTNERSHIP X"D = X" MISC. DECIDUOUS TREE 8" PVC I.E. N=191.01' (DECEMBER 2014) 12" D.I. I.E. E=199.56 12" D.I. I.E. E=198/64' RIM=200.84' H/C RAM 12" CONC I.E. N=185.92' X"CHER = X" CHERRY TREE " � 12 D.I. I.E. W=199.56' p „ 8/4/16 8 PVC I.E. E=190.91 SSMH T-2 12" D.I. I.E. W=198.64' 12" D.I. I.E. E=197.30 0 12 CONC I.E. S=185.82 X"COT = X" COTTONWOOD TREE q " S CB CURB INLET T- 8" PVC I.E. NW=187.32' RIM=203.99' 12 D.I. I.E. W=197.34 o RIM=201.11' / X"A = X" ALDER TREE 8 PVC I.E. W=190.61 '� 12' D.I. I.E. N 1196.96' 8" PVC I.E. S=190.51' SDMH RIM=199.48' (2) GAS \ 12' D.I. I.E. Y96.96' VALVES �"� 18" CONC I.E. SE=196.9 18" CONC I.E. S=195.43' \\ POWER POLE 18" CONC I.E. N=195.48' �� W/UG WIRE EXCEPTIONS: OUR REVIEW AND APPROVAL ALL OTHER MATTERS REGARDING EXTENDED COVERAGE HAVE BEEN CLEARED FOR 14. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: b SDMH & TRANSFORMER (PER FIRST AMERICAN TITLE INSURANCE COMPANY ALTA COMMITMENT NO. 4209-2302416 DATED AUGUST 7, MORTGAGEE'S POLICY. ITEMS A THROUGH E AND G AND H ON EXHIBIT B HEREIN WILL BE OMITTED IN SAID RECORDING INFORMATION: 9001181206 RIM=200.82' \� 2014 AT 7:30AM) EXTENDED COVERAGE MORTGAGEE'S POLICY. THE COVERAGE CONTEMPLATED BY THIS PARAGRAPH WILL NOT BE IN FAVOR OF: PACIFIC NORTHWEST BELL TELEPHONE COMPANY 18' CONC I.E. NW=196.22' AFFORDED IN ANY FORTHCOMING OWNER'S STANDARD COVERAGE POLICY TO BE ISSUED. FOR: UNDERGROUND COMMUNICATION LINES AND MANHOLES AND CONDUITS 18' CONC I.E. SW=196.12' 1. LIEN OF THE REAL ESTATE EXCISE SALES TAX AND SURCHARGE UPON ANY SALE OF SAID PREMISES, IF (NOT SURVEY RELATED) (PLOTTED HEREON) �VB UNPAID. AS OF THE DATE HEREIN, THE EXCISE TAX RATE FOR THE CITY OF FEDERAL WAY IS AT 1.78%. DEVELOPMENT INFORMATION: LEVY/AREA CODE: 1205 7. UNRECORDED LEASEHOLDS, IF ANY, RIGHTS OF VENDORS AND SECURITY AGREEMENT ON PERSONAL 15. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON SAID PREMISES FOR SOUTH 356TH 951 FOUND MONUMENT IN CASE (NOT SURVEY RELATED) PROPERTY AND RIGHTS OF TENANTS, AND SECURED PARTIES TO REMOVE TRADE FIXTURES AT THE EXPIRATION STREET AS GRANTED BY DEED RECORDED APRIL 5, 1991 UNDER RECORDING NOS. 9104051109, j / 2" I.P. W/TACK 0.45' DEEP ARCO NTI OF THE TERM. 9104051110, 9104051111, 9104051112 AND 9104051113. 86A (DECEMBER 2014) 2. GENERAL TAXES FOR THE YEAR 2014. THE FIRST HALF BECOMES DELINQUENT AFTER APRIL 30TH. THE (NOT SURVEY RELATED) ASSIGNMENT OF INTEREST TO THE CITY OF FEDERAL WAY, RECORDED UNDER RECORDING NUMBER 9210010327. 3000 am/pm SECOND HALF BECOMES DELINQUENT AFTER OCTOBER 31ST. (NOT PIATTABLE) BLANKET IN NATURE 21: EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: FUEL CANOPY W� H MIS TAX ACCOUNT NO.: 292104912707 8. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: 16. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: APRIL INCLUDING 2009 RECORDING INFORMATION: 404230479 RECORDING INFORMATION: 9104051121, 9104051122, 9104051123, 9104051124 AND 9104051125 RECORDING INFORMATION: 20090422001838 24X48 CAR WASH 1ST HALF IN FAVOR OF: PUGET SOUND POWER &LIGHT COMPANY, A WASHINGTON CORPORATION r AMOUNT BILLED: $ 9,361.41 FOR: WIRE OVERHANG IN FAVOR OF: KING COUNTY IN FAVOR OF: PUGET SOUND ENERGY, INC., A WASHINGTON CORPORATION AMOUNT PAID: $ 9,361.41 THE GRANTEE'S INTEREST WAS ASSIGNED TO THE STATE OF WASHINGTON BY INSTRUMENT RECORDED UNDER FOR: SLOPES AND UTILITIES FOR: ELECTRIC TRANSMISSION ASSIGNMENT OF INTEREST TO THE CITY OF FEDERAL WAY, RECORDED UNDER RECORDING NUMBER 9210010327. AND/OR DISTRIBUTION SYSTEM AMOUNT DUE: $ 0.00 RECORDING NUMBER 8207290576. (PLOTTED HEREON) (PLOTTED HEREON ASSESSED LAND VALUE: $ 1,188,800.00 (EASEMENT STRIP IS WITHIN PUBLIC R(GHT-OF-WAY, HOWEVER BLANKET PORTIONS STILL AFFECT SITE) ) SITE ADDRESS: ASSESSED IMPROVEMENT VALUE: $ 0.00 17. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: 22. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: 9. EASEMENT RESERVED IN A DEED, INCLUDING THE TERMS AND CONDITIONS THEREOF: BETWEEN: FEDERAL WAY WATER AND SEWER DISTRICT RECORDING INFORMATION: 20131224000787 35505 PACIFIC HWY S SUSAN E. WHITE, HUSBAND AND WIFE; AND JAMES M. RANDAHL AND SUSAN A. RAN 2ND HALF RESERVED BY: NORTHWEST JUNCTION PROPERTIES, A JOINT VENTURE CONSISTING N DAHL JAMES H. WHITE AND HUSBAND AND WIFE AND: FEDERAL WAY COMMUNITY CENTER IN FAVOR OF: BROOKLAKE COMMUNITY CENTER SURVEYORS CERTIFICATE: AMOUNT BILLED: $ 9,361.41 RECORDING INFORMATION: 9106240811 FOR: ACCESS AND UTILITIES EASEMENT @ SW 256TH STREET FOR: INGRESS AND EGRESS Q . G FEDERAL WAY, WA AMOUNT PAID: $ 0.00 RECORDED: MAY 28, 1976 (NOT PLOTTABLE') (PLOTTED HEREON) THIS IS TO CERTIFY THAT THIS MAP AND THE SURVEY UPON WHICH IT IS BASED WERE MADE 4� AMOUNT DUE: $ 9,361.41 RECORDING INFORMATION: 7605280243 BY ME OR UNDER MY DIRECTION AND CORRECTLY REFLECTS THE CONDITIONS OF THIS SITE �P QE wASy D ASSESSED LAND VALUE: $ 1,188,800.00 (PLOTTED HEREON) 18. CONDITIONS, NOTES, EASEMENTS, PROVISIONS AND/OR ENCROACHMENTS CONTAINED OR DELINEATED ON 23. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: AS OF THE DATE OF THE FIELD SURVEY ON DECEMBER 10, 2014. �< < ASSESSED IMPROVEMENT VALUE: $ 0.00 THE FACE OF THE SURVEY RECORDED UNDER RECORDING NO. 20051114900006. RECORDING INFORMATION: 20131224000788 4J �' -� FACILITY ,# TBD (NOT SURVEY RELATED) 10. CONDITIONS, NOTES, EASEMENTS, PROVISIONS AND/OR ENCROACHMENTS CONTAINED OR DELINEATED ON (NOT PLOTTABLE) IN FAVOR OF: BROOKLAKE COMMUNITY CENTER o THE FACE OF THE SURVEY RECORDED UNDER RECORDING NO. 8101139010. FOR: ACCESS AND UTILITIES EASEMENT n "' z 3. TAXES WHICH MAY BE ASSESSED AND EXTENDED ON ANY SUBSEQUENT ROLL FOR THE TAX YEAR 2014 (NOT PLOTTASLE) 19. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED 'RIGHT OF ENTRY AGREEMENT" (PLDITTED HEREON) o DESIGNED 9Y: CRJ ^� �^^NCE Za�DM: c WITH RESPECT TO NEW IMPROVEMENTS AND THE FIRST OCCUPANCY WHICH MAY BE INCLUDED ON THE RECORDED: JULY 12,. 2007 cJ, 46315 O J� CHECIS BY CRJ BP REPM: REGULAR ASSESSMENT ROLL AND WHICH ARE AN ACCRUING LIEN NOT YET DUE OR PAYABLE. 11 RECORDING NO.: 20070712002433 P THE FACE THE NOTES, RECORDED UNDIER RECORDSIONS ING NO. 82052OR 179012• ENTS CONTAINED OR DELINEATED ON SAID INSTRUMENT IS A RE-RECORDING OF INSTRUMENT RECORDED UNDER RECORDING NUMBER �Oy S L A S� DRAWN BY: CLS ALLIANCE PM: (NOT SURVEY RELATED) 20070705000559. BRLAN D. GILLOOLY, P.LS. DATE AL 0 4. FACILITY CHARGES, IF ANY, INCLUDING BUT NOT LIMITED TO HOOK-UP, OR CONNECTION CHARGES AND (ND �-�� (PLOTTED HEREON) WASHINGTON REGISTRATION NO. 46315 VERSION: PROJECT NO: C LATECOMER CHARGES FOR SEWER, WATER AND PUBLIC FACILITIES OF FEDERAL WAY AS DISCLOSED BY 12• EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: INSTRUMENT RECORDED UNDER RECORDING NO. 8608041129 AND 8905120210. RECORDING INFORMATION: 8510311008 20. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "RIGHT OF ENTRY" 16777 ILIA e1IDUCV Dr1 A=n1 _-. _ _.___.__ RF(`nRhFh• CFPTFAARG'R 9F 9nm I L' PRELIMINARY CLEARING AND GRADING PLAN FOR 111m301 ARCO AM/PM-FEDERAL WAY0 15 . °60 SEC. 29, TWP. 21 N., RGE 4 EAST, W. M. CITY OF FEDERAL WAY KING COUNTY STATE OF WASHINGTON - - - - - - - - - - - - - - - - -r d x x --Z-/ Z-z /-Z-/ Z-z z z z /J P WETLAND BOUNDARY AND ASSOCIATED I t \ SETBACK AS DETERMINED BY ED CONSTRUCTION FENCE I.1 SEWELL IN A REPORT DATED JUNE-- 25, 2015. d 4�v d ,^ P kr APN: 292104— 127-07 ��— , P,P 119K � � � , e„r"'✓ YjY/'Q�`' , / dkd 1 rt8 00 d / 'SOB s / � �0 ► d SILT FENCE 1 f'I cv vw I / / ` ► d Y V ' I � / '"✓d � t � p l f / ` i t d /' s - PROPOSED SEDIMENT i / LIMITS OF DISTURBANCE Q I - TRAP J J , SEE PRELIMINARY TREE ► 71 P / I i RETENTION PLAN FOR ► \ EXTENTS OF TREE _i ¢ t \ / REMOVAL AND , � _ i ♦ i i � PROPOSED RETENTION. i _ ` 1 CONSTRUCTION ' , S 2' 5-W 2�98 ENTRANCE t ► 4 P / EXISTING DRIVEWAY TO BE DEMOLISHED � _ ► # . , • AND REPLACED 4204 �`�,� � `�♦ / / � �� .22° Pd 33'3 2 IL NW '55-E ___ _ ' 4&84' / St_ - LIGHT TO REMAIN ' W w, , '` EXI G 12" SD / EXISTING SANITARY SEWER MAIN TYP 1 5' PORTION OF EXISTING T T i T _ - — � _ �{ SIDEWALK TO BE DEMOLISHED 2 � � � � �--�� •-"-• � T 2 cn •i O — T_'__' — ' V —' 2 EXISTING UTILI CDTY o �588'31'S9"E 530.10' - 518.25 _ - -` -2 / TO REMAIN AND_' 0. 2 BE PROTECTED � � � -- SW 356TH STREET � G � EXISTING WATER MAIN TO REMAIN ` Pj 0 E 7 EROSION CONTROL CALLOUTS: O CONTRACTOR TO INSTALL PERIMEI FENCE (MIRAFI 100X, OR EQUIVAI AS REQUIRED TO PREVENT SILT — AND AS DIRECTED BY CITY INSPE �2 CONTRACTOR TO INSTALL TEMPOR ALL EXISTING AND PROPOSED CA PREVENT SILT —LADEN WATER FRO SYSTEM, AND AS DIRECTED BY Cl CONTRACTOR TO INSTALL TEMPOR ENTRANCE PER KING COUNTY STE CONSTRUCTION STAGING AREA, C( FOR TEMPORARY STOCKPILE STOP ADJUST SIZE AND LOCATION OF CONSTRUCTION. ER PROTECTION (TEMPORARY SILT ,ENT) AROUND PERIMETER OF SITE ADEN RUNOFF FROM LEAVING SITE, CTOR. kRY CATCH BASIN PROTECTION AT NCH BASINS AS REQUIRED TO A ENTERING STORM DRAINAGE TY INSPECTOR, 'jj kL I INpr 35505 PACIFIC HWY S @ SW 256TH STREET FEDERAL WAY, WA FACILITY # TBD 4RY STABILIZED CONSTRUCTION ,NDARDS. DESIGNED BY: CRJ ALLIANCE Z&DM: CHEM BY: CRJ BP REPµ: �NTRACTOR TO USE THIS AREA DRAWN BY: CLS ALLIANCE PM: AGE AND CONCRETE WASHOUT. IREA AS NEEDED DURING VERSION: PROJECT No: 16777 DRAWING TITLE: PRELIMINARY CLEARING AND PERMIT No. XX-XXXXXX-XX-xX GRADING PLAN 4s F s n r : 6 APPROVED � i 7CED 1 ��' - --- ----------------- t 1 x x—Z/-Zl�/Z/.1./1....z/_l1!GIOZ_ LL/11/—G/-//J,_G/G�J'/G/1_Z/G/L�! f,-------------- ----- t 17„M� - ----,,,,,,,.,,___,.� .._...�_J d°.�' J % lG / 1 / %_ / G / 4"M -- --- - _-•._•._--.. _� - _ - _---..-•• - - ---- -- i4 - �10,,�CHER "CED , j t `13„M 29"CED i�l 2"A-28"CE ..� 14"CED `Y 19"COT '. a: 15"M 2 .. D WETLAND BOUNDARY AND ASSOCIATED 10/10"M 7/7/7/7/7"M TREE PROTECTION FENCE r »A t 11"M t 18"At SETBACK AS DETERMINED BY ED 9 24»CED A 29 COT 14"M *1 4'F J�L 16"cED SEWELL 1N A REPORT DATED DUNE 6„ ED L>�- �� $„M 3„ it 26"CED j�� 23 �— 25, 2015. `' „ 'CED 28"CED dp, 15„C D 22"CED 16"A2 �14"CE "CED 23"CED I ��- 20"A ! } 20" E25"CED�12 A <V`� j t t 15/15/1 »M `v `� 28"CED 26"CED 46 t 5"CEp » �V 4 "M 14" t 32 F / 11 "CED 60, " 26"CED i 42»C 27"CED p BUFFER 42"M t g 10"CED— E��/ 11T- 14"COT 23"CED �36°CED 1 WETLAND ,13/13"M 16"CED. i 14"A r s r d 24 coT� �46"cED ) 3„M d TREES TO BE REMOVED g"M 11 "CED 22"CED 7"CED 2s"M FOR DRIVE —WAY 14"COT 20"COT 27"C� " 16"CED " " CONSTRUCTION t c / 38 CED t5" CED `� TREE TO REMAIN (TYP)ZI/ � i 1 25"COT TREE PROTECTION FENCE s" ED 28/28"M f /. 1 ? 9/9 7/7"M "� J CED 19 F 6" ED PER CITY OF FEDERAL WAY STDS. 17"CED { 21 "F f 16"A 6 A f 4 9/9/9/9/9"M 1 5A AM 7"CEDI 7"CED 14""C( `V `� „C 16"A t � g 14"M 30"CED � � ''` 12 M � 3 d 7 M 31 "CED 24" 39"CED 6/6"A� a .,M � 4 13"CED ® �16"CED 1 7"M 37"cED 27"cED 6"CED TREES TO BE REMOVED 23"CED 2 » F 6"CED d, FOR DRIVE AISLE 4"CED- 1 2 CED 19"CEpe 14"CED Zm CONSTRUCTION r 4 7/7„M d Z� 19 F 19„ 5"CED � / 6"CHER 14"M 9"M 11' 3„M 1 22"COT 1 J/ 32"CED 40"CED 25"CED ' d 30"CED L� 13"M APN: 292104�9127-07 �' - G ,.CED- 1 . a �7 �, �, _ 1 • / f-18 CED M 26"C III d 3i.I ,6„M /7„q - v 9"COTF v OT ,� CED "COT 10" 6 7"COTS TCO 5"W 6.9 loll34" ED 2' , 2 8 I I 3 7" 7„q A 7 �„ 7, A 6 D e ,`'i "jl 10"COT ! g "M Q 8 b t 6"A 7' 7"q COT 1 8 8' 7"A 7"A CCO 1 8„M 8"A 11 T COT M " 6 9/9/9 32 M 22' "CED ' s � 2 " / --- _ * 7_'CO 10 T 7' COT N33'3 '09'3 �` t/ "CED 9; 10"COT 'C i - " N68'5'55"E --_`..e — — — — _ —. — — -- ---- — . 48.84' � T _ T _8! _ - - - - TREES TO BE REMOVED _ _ _ _ , — TREES TO BE REMOVED �-- T - 11 r T T T FOR DRIVE AISLE - T - T _ - - _ - - - FOR PARKING AREA CONSTRUCTION _ T T ~~ -- T — CONSTRUCTION -- - - - W w w CD 0 0 �g88'3159"E 530.10' oo 0 --� 0 0 - C C G C G G CD o SW 356TH STREET �s7 TREE LEGEND: X"M MAPLE TREE X„F FIR SOURCE: TREE CLEARING NOTE: X CED CEDAR TREE X"D MISC. DECIDUOUS TREE SURVEY: TREES TO BE REMOVED ARE WITHIN THE AREA X"CHER CHERRY TREE BARGHAUSEN CONSULTING ENGINEERS, INC. PROPOSED TO BE DEVELOPED AND WILL BE REMOVED X"COT COTTONWOOD TREE DURING THE FIRST PHASE OF CONSTRUCTION TO X"A ALDER TREE ALLOW FOR CLEARING AND GRADING OF THE SITE. PERMIT TREE TO REMAIN ' TREE TO BE REMOVED re imi ar-v r ruc ion APPROVED PRELIMINARY SITE AND ROW IMPROVEMENT PLAN FOR ARCO AM/PM-FEDERAL WAY 1.=30. SEC. 29, TWP. 21 N., RGE 4 EAST, W. M. CITY OF FEDERAL WAY KING COUNTY STATE OF WASHINGTON SITE DEVELOPMENT NOTES: 0 PROPOSED ARCO-AM PM 3,180 SF W 1,152 SF CARWASH — — — — — — — — - x o -- -„ I- &4;4 -1-1-Z-Z /. /_ l z z /_f�f �l-,LZ /_r' I Z Z /_L. /._._,� /1_L / / 1.,.. '...., ' �✓ /_ /_./ . g O PROPOSED TRASH ENCLOSURE. t _ - oPROPOSED ADA PARKING STALL. t40 O PROPOSED ON -SITE CONCRETE SIDEWALK (TYP.) i ---- 1 WETLAND BOUNDARY AND ASSOCIATED O PROPOSED ON -SITE BARRIER CURB. (TYP.) \ ) SETBACK AS DETERMINED BY ED �^^�»-•^-^' J e [-PIstT1 1 IAI A 1']PP1/1[]T P1ATr'1'1 11 IAIC \ .. •Jp 13 20' JOINT ACCESS & EASEMENT REC#2013122 r iN - Lf �� C3 12 CE In. -_-_ d- .� S EX. STREET LIGHT 5 7 E_ AN WN TRAFFIC IIIII .,SLOPE EASEMENT r�01 1812D& C#9104051121 • •• • 1 1 • • . N68' '55' 48.84' c2 0 CB CURB INLET T- RIM=201.11' 12" D.I. I.E. NE=19 96' 12" D.I. I.E. W=19 .96' 18" CONC I.E. S - 6.91' SITE AREA 181,705t SF (4.17 AC) NET SITE AREA (MINUS WETLAND AND BUFFER): 117,572t SF (2.70 AC) DEVELOPED AREA: 63,OOOt SF (1.45 AC) CLIENT Ell PRELIMINARY GRADING AND UTILrTY PLAN FOR ARCO AM/PM-FEDERAL WAY SEC. 29, TWP, 21 N., RGE 4 EAST, W. M. CITY OF FEDERAL WAY KING COUNTY STATE OF WASHINGTON --- 1----------------------- ' m r/ Q .. I�----------------------- � �`0 r /_ JOINTOr ACCESS •PROPOSED DOM ICE EASEMENT REC#201312240i Ic , RECLAMATION TANKS F/ /1 i w I �. / l/C> a �✓ r ' PROPOSED ! I/ i .l •» g�i A S i'.� 17.E +.." .y .:2`; P t t -:. flf.gl. ".'•u. .i:wio% .??Y'. PROPOSED GREASE 3° :z 5.1 I U 0� T: —'�' {.`` �' ,---•- =� ------- PROP ,2.n.'; al+ MF � :��: _ � wl � ,�- ao � ,..,� T PROPOSED _ ,� �, -w W _ w _ _ _ TRANSFORMER ` - -� T -`- T T t° T T — T T T m STRUCTURE - _ _ _ r PROPOSED OFFLINE LOCATION � �* ECj RLoPE1 0 121 MODULAR WETLAND M PROPOSED _ =Bot `~~ ---- - _ 518.25' - FLOW SPLI POSED �� to „ y '31'59"E 530.t0 -PROPOSED OFFLINE -/ " U G G -- OIL/WATER SEPARATOR 0 Lj SW 356TH STREET-- — �- EXISTING 8" AC WATER MAIN "" � --- �' / c EXISTING STORM DRAIN (TYP) } # N68°511 48.84' SERVICE I CONNECTION TO EXISTING SANITARY SEWER c� v f EXISTING SANITARY SEWER MANHOLE (TYP) , �— PROPOSED STORM DRAIN CONNECTION TO EX. TYPE 1 CATCH i BASIN. i CB CURB INLET T RIM=201.11' 12 D.I. I.E. NE=19 96' /0 12" D.I. I.E. W=19 .96' 18" CONC I.E. S - 6.91' �Ampmom S I w )SED IRRIGATION AND RPBA 0 °b C/) 0 cm) SITE AREA 181,704 SF (4.17 AC) SITE INFORMATION PRE -DEVELOPED LAND COVER DATA EXISTING PERVIOUS AREA: 4.17 ACRES EXISTING IMPERVIOUS AREA: 0.00 ACRES DEVELOPED LAND COVER DATA TOTAL PERVIOUS AREA: 2.92 ACRES TOTAL IMPERVIOUS AREA: 1.25 ACRES CUT AND FILL QUANTITIES CUT: 2,000 CUBIC YARDS FILL: 500 CUBIC YARDS NOTE: THE SITE IS REQUIRED TO PROVIDE BMP'S TO 10% OF THE SITE OR 20% OF THE TARGET IMPERVIOUS AREA. Kol •.: •# U-) M O N 0+75 1+00 PRELIMINARY SITE CR0.93 SECTION PLAN FOR ARCO AM/PM-FEDERAL WAY SEC. 29, TWPm 21 N., RGE 4 EAST, W. M. CITY OF FEDERAL WAY KING COUNTY STATE OF WASHINGTON _EXISTING GROUND PROPOSED FINISHED GRADE, � ��_ . PROPOSED _ FINISHED GRADE ELEVATION _ EXISTING GROUND __ -. ELEVATION _ __ _ __ - ___ _.._______ . --, _.v.. _._. _._ _ _ _ _. __ ._ _ __.__. _ _ __._._ -..___ __ _ _. .......-..._.__.__ _..___ __ __. ______ _ -_ _. .__.____ ________._..__ _ ._....___-___ - - ~ _W �w.W�ry._ y ---. -_ pp rrj 4 O p N N M r7 0 O N NN M N-j p O N(N rrj 1,0 p O NN n M M O O NN rM N) O O N N �{ M� O O N NN r7 p O NN 1- d M O O NN to �} M p O NN h d .� M O O N 4 rM O O N NN O r�i MO p N O M N) p O N NN 4 rM p O NN N sj- 't p 0 (N ui c0 0 O N NN o C 4 us O O NN 4 6 O O NN 4 d p O Nay 4 -t p O CN to ui � O O N NN 7 to 6� O O NN O N O O NN CV p(p N M N p O N 00 N O N um pEb 2 2 3+00 km a WEST -EAST SITE CROSS SECTION C5.0 SCALE: 1"=20' HORIZONTAL; 1"=5' VERTICAL FUELING STATION SLAB F 5' BSBL ,C _....._..... ._ _._......_ .................. _EXISTING GROUND ........�.�..._.,..,.,. - .._......_____...................... ..._._..._........�_.._,...,........._, ._.._._ .-...p......__.....,..,. _...._.. ._... ........_....._._....... i EA : OC)WETLAND PROPOSED FINISHED GRADE PROPOSED �. BUFFER"-- FINISHED GRADE -?+== =- _ ELEVATION_ - LQ Cy. O N j 04 N EXISTING GROUND` ELEVATION 0 �� Cfl� NN M M tf) 0 00 O O O NN N(N N N a0pp LO Lo CD O N(N � cotG O N rn� � C . CAI C-4 - N O p CD p CDO O NN NN N N �� O O N NN Cn� I� O O NCN NN 00 O O NN 00 O u') r7 O NN O n 04 O O N WEST -EAST SITE CROSS SECTION SCALE: 1 "=20' HORIZONTAL; 1 "=5' VERTICAL r� r� O L N O N 1 4I E EXISTING GROUND --- - .__�..- w ----------------- - uj PROPOSED FINISHED GRADE _ - � PROPOSED FINISHED GRADE ELEVATION - EXISTING GROUND ELEVATION —�-- -- V O � O p 0 p (N (N N N N p p N N to 0 p (N N ( O O N N � p p �- N N t p N N co d O CoO N N CDO N OM Lo I O N N pj O O N N I L O O (V N 00 00p0 00 p O (N N pM 00 O O fN N �n ClO N N ��r- N N r7 6 O (N N 00 p� <- O (N N r N SOUTH -NORTH SITE CROSS SECTION HE V POR C5.0 SCALE: 1 "=20' HORIZONTAL; 1 "=5' VERTICAL im SEWER N tF Ammm, C Almalkh, t IEM 001 rr o r 'Raw Pre m APPROVED u c,n monly o.,zz DATE RON CLIENT: RRRRR' "1911 PRELIMINARY LANDSCAPE PLAN CLIENT: �- FOR � 1_20 )!11111��RGID AM/P �. FEDERAL WAY — STATE OF ° ° 20 — 4° SEC. 29 TWP, 21 N.,RGE 4 EAST, W. M. A WAaH1NATa cT�� i L ND E CITY OF FEDERAL WAY KING COUNTY STATE OF WASHINGTON EXISTING TREE TO BE RETAINED, TYPICAL f _ e JEF M. VARLEY µ^••a_ CERTIFICATE No. 774 "\ { j 7/ - . _ �. _._..._ ... _ �, r . �• 7` jr r - .. Iy�. 12 Y. . • .?Iwv • I ..... IiF.a _, i- ..,III I , lr'.►il., I'��.f •Y /' �.i ..,, �.►'�Z'J t+ �� r s -s+ ..�� 1_. sa..tai. � :fie i�cli3e l �.e .f,� I r�►.r••.�•• .r., .. P +': w !/ ww V' ♦{i �I/1 .. - - ♦ ♦ . eY' �— �� '� EOM : "�! i 111�1 fS s.a A�! r�l tt. ,1.:I.. • A��:11` ! �{� p --%:�irG r ■ , r a _ -. •I... _ A A �'"�• ►�1�:,If iR.f.� • - . Lr:`�t��?;i: Vi.�►.�f/�" �� .� .. •- - - 1r,.�J � " ` .�' � \ �,.�'r' •��R:•. v !�' ..� r'`' 2�'�7''t�f{�:; ��1I�,1�R� � ,,;r /•.�,�A.:...I. ... p-_. <� � \r. ., : r'_ � -• • - ?,.?�.J1?_1� - - � �� ``.��iI �. •,JC� l%/ • ` iv�r - y �tf�,!.!�a-�%r<�► I . • .• 1 •, .. r ��l��l��r �• �.�r-•• ,'y, '•�.h'.!' -.f�lr `�!-�' �/ � ! � �A •� % j;(� � ��'" ... x- � - .. �� • • � �T' ��yY�I,r + wi �tyyyy////�� ., 13,:9r'.. �,� u a��_�1��.. ��r% � i - wf• ii�- 1(��t1�.i �,._,-:� t�� ti�r...�Mr��J.tl`J.11 r..� ,._ .� � . - - - � .�1�)i��i�.1�1'rd.:.-rr,>t•,1�r �� .,,•..�'�!�\ , _ir .. �-+>r... .�M4.::. �'n..•`�� G�'� � "'i 1� � "� � .�•:. a •, .� _..,.... � ,R �rf � � � .. i:i."#i�leSTp�� .aa �i'�a14i'~},-7c --� =... •I-"<<...:n:'�'�� ar.ai1"1��i2 �� rMe- _ I LANDSCAPE PLAN APPROVAL fait Niumber-&-o a o - u� APpoed B v . w Comments: ■ LANDSCAPE PLANTING NOTES AND MATERIALS SCOPE OF WORK FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPLISH TOPSOIL, TREATMENT AND PREPARATION OF SOIL, FINISH GRADING, PLACEMENT OF SPECIFIED PLANT MATERIALS, FERTILIZER, STAKING, MULCH, CLEAN—UP, DEBRIS REMOVAL, AND 90—DAY MAINTENANCE. QUALIFICATIONS: LANDSCAPE CONTRACTOR TO BE SKILLED AND KNOWLEDGEABLE IN THE FIELD OF WORK AND HAVE A MINIMUM OF FIVE (5) YEAR'S EXPERIENCE INSTALLING SIMILAR WORK. CONTRACTOR TO BE LICENSED TO PERFORM THE WORK SPECIFIED WITHIN THE PRESIDING JURISDICTION. JOB CONDITIONS: IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE SITE AND REPORT ANY DISCREPANCIES TO THE OWNER OR THE OWNER'S REPRESENTATIVES. ALL PLANT MATERIAL AND FINISH GRADES ARE SUBJECT TO APPROVAL BY THE OWNER. PROTECTION: SAVE AND PROTECT ALL EXISTING PLANTINGS SHOWN TO REMAIN. DO NOT PLANT UNTIL OTHER CONSTRUCTION OPERATIONS WHICH CONFLICT HAVE BEEN COMPLETED. IF AN IRRIGATION SYSTEM IS TO BE INSTALLED DO NOT PLANT UNTIL THE SYSTEM HAS BEEN INSTALLED, TESTED, AND APPROVED BY THE OWNER. HANDLE PLANTS WITH CARE — DO NOT DAMAGE OR BREAK ROOT SYSTEM, BARK, OR BRANCHES. REPAIR AND/OR REPLACE ITEMS DAMAGED AS A RESULT OF WORK, OR WORK NOT IN COMPLIANCE WITH PLANS AND SPECIFICATIONS, AS DIRECTED BY OWNER AT NO ADDITIONAL COST TO THE OWNER. REPAIR OF EXISTING PLANTINGS: DURING THE COURSE OF WORK, REPAIR ALL EXISTING PLANTING AREAS BY PRUNING DEAD GROWTH, RE—ESTABLISHING FINISH GRADE AND RE —MULCHING TO SPECIFIED DEPTH. REPAIR OF IRRIGATION SYSTEM: DURING THE COURSE OF WORK, REPAIR ANY DAMAGE TO THE IRRIGATION SYSTEM TO MATCH CONDITIONS PRIOR TO THE DAMAGE. GUARANTEE: GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF THE JOB BY OWNER. 60—DAY MAINTENANCE: CONTRACTOR TO PROVIDE OWNER WITH A SCOPE OF WORK AT TIME OF INITIAL PROJECT BID TO PROVIDE LANDSCAPE AND IRRIGATION MAINTENANCE FOR 60 DAYS FOLLOWING STORE OPENING. WORK TO INCLUDE MAINTENANCE AS DESCRIBED BELOW, IN PLANTING AND IRRIGATION MAINTENANCE. SUBMITTALS: SUBMIT FIVE (5) COPIES THE FOLLOWING TO THE LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO THE START OF ANY WORK: A) DOCUMENTATION THAT ALL PLANT MATERIAL HAS BEEN ORDERED. B) TOPSOIL ANALYSIS AND RECOMMENDED AMENDMENTS. C) TREE STAKING AND GUYING MATERIALS. D) ONE (1) QUART SIZE OF TOPSOIL AND MULCH. E) PLANTING SCHEDULE INCLUDING DATES AND TIMES. F) MAINTENANCE INSTRUCTIONS FOR ONE (1) FULL YEAR. MATERIALS: PLANT MATERIALS: PLANT MATERIALS TO BE GRADE NO. 1, SIZED IN ACCORDANCE WITH (AAN) AMERICAN STANDARDS FOR NURSERY STOCK (ANSI Z60.1-2004). PRUNE PLANTS RECEIVED FROM THE NURSERY ONLY UPON AUTHORIZATION BY THE LANDSCAPE ARCHITECT. "B & B" INDICATES BALLED AND BURLAPPED; "CONT." INDICATES CONTAINER: "BR" INDICATES BARE ROOT; "CAL" INDICATES CALIPER AT 6" ABOVE SOIL LINE; "GAL" INDICATES GALLON. A) SPECIFIED PLANT CANOPY SIZE OR CALIPER IS THE MINIMUM ACCEPTABLE CONTAINER OR BALL SIZE AND ESTABLISHES MINIMUM PLANT CONDITION TO BE PROVIDED. B) QUALITY: PLANT MATERIAL TO COMPLY WITH STATE AND FEDERAL LAWS FOR DISEASE INSPECTION, PLANTS TO BE FULLY LIVE, VIGOROUS, WELL FORMED, WITH WELL DEVELOPED FIBROUS ROOT SYSTEMS. ROOT BALLS OF PLANTS TO BE SOLID AND FIRMLY HELD TOGETHER, SECURELY CONTAINED AND PROTECTED FROM INJURY AND DESICCATION. PLANTS DETERMINED BY LANDSCAPE ARCHITECT TO HAVE BEEN DAMAGED; HAVE DEFORMITIES OF STEM, BRANCHES, OR ROOTS; LACK SYMMETRY, HAVE MULTIPLE LEADERS OR "Y" CROTCHES LESS THAN 30 DEGREES IN TREES, OR DO NOT MEET SIZE OR ANSI STANDARDS WILL BE REJECTED. PLANT MATERIAL TO BE FROM A SINGLE NURSERY SOURCE FOR EACH SPECIFIED SPECIES/HYBRID. NURSERY SOURCES TO BE THOSE LOCATED IN THE SAME REGION AS THE JOB SITE. C) SUBSTITUTION: NO SUBSTITUTION OF PLANT MATERIAL, SPECIES OR VARIETY, WILL BE PERMITTED UNLESS WRITTEN EVIDENCE IS SUBMITTED TO THE OWNER FROM TWO QUALIFIED PLANT BROKERAGE OFFICES. SUBSTITUTIONS WHICH ARE PERMITTED TO BE IN WRITING FROM THE OWNER AND LANDSCAPE ARCHITECT. THE SPECIFIED SIZE, SPECIES AND NEAREST VARIETY, AS APPROVED, TO BE FURNISHED. SUBSTITUTIONS MAY REQUIRE SUBMITTAL TO REVISED LANDSCAPE PLAN TO CITY FOR APPROVAL. D) LABEL AT LEAST ONE (1) TREE, SHRUB, AND GROUNDCOVER OF EACH VARIETY WITH A SECURELY ATTACHED WATERPROOF TAG BEARING LEGIBLE DESIGNATION OF BOTANICAL AND COMMON NAMES. E) DELIVER PLANT MATERIAL AFTER PREPARATION OF PLANTING AREAS HAVE BEEN COMPLETED AND PLANT IMMEDIATELY. IF PLANTING IS DELAYED MORE THAN SIX (6) HOURS AFTER DELIVERY, SET MATERIAL IN SHADE, PROTECT FOR WEATHER AND MECHANICAL DAMAGE, AND KEEP ROOT BALLS MOIST BY COVERING WITH MULCH, BURLAP OR OTHER ACCEPTABLE MEANS OF RETAINING MOISTURE. SOIL PREPARATION: TOPSOIL, AMENDMENT, AND BACKFILL, ARE GENERAL REQUIREMENTS FOR ALL LANDSCAPE AREAS, UNLESS NOTED OTHERWISE ON THE PLANS. SOIL AMENDMENTS AND FERTILIZER NOTED BELOW ARE TO BE USED FOR BID PRICE BASIS ONLY. SPECIFIC AMENDMENTS AND FERTILIZERS WILL BE MADE AFTER SOIL SAMPLES ARE LABORATORY TESTED BY THE CONTRACTOR. PROVIDE CHANGE ORDER FOR ADDITIONAL OR REDUCTION OF MATERIALS REQUIRED OR NOT REQUIRED BY THE SOILS REPORT. SOIL FERTILITY AND AGRICULTURAL SUITABILITY ANALYSIS: AFTER ROUGH GRADING AND PRIOR TO SOIL PREPARATION, CONTRACTOR TO OBTAIN TWO REPRESENTATIVE SOIL SAMPLES, FROM LOCATIONS AS DIRECTED BY THE LANDSCAPE ARCHITECT, TO NORTHERN LIGHTS ANALYTICAL & CONSULTING INC. RAVENSDALE WA, TEL. 253-653-5770 OR, EQUIVALENT TESTING LABORATORY, FOR TEST #A05-2. SUBMIT RESULTS TO LANDSCAPE ARCHITECT FOR REVIEW. TESTS TO INCLUDE FERTILITY AND SUITABILITY ANALYSIS WITH WRITTEN RECOMMENDATIONS FOR SOIL AMENDMENT, FERTILIZER, CONDITIONERS, APPLICATION RATES, AND POST —CONSTRUCTION MAINTENANCE PROGRAM. TESTS TO BE CONTRACTED WITH AND PAID FOR BY THE CONTRACTOR. A) TOPSOIL: CONTRACTOR IS RESPONSIBLE FOR SUPPLYING ALL TOPSOIL AND FOR DETERMINING THE VOLUME OF TOPSOIL REQUIRED PER THE INFORMATION ON PLANS AND NOTED HERE —IN. CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY WEED CONTROL RESULTING FROM CONTAMINATED OFF SITE SOURCES. B) TOPSOIL TO CONSIST OF WINTER MIX AS PRODUCED AND REMIXED BY PACIFIC TOPSOILS, INC. WINTER MIX TO CONSIST OF 1 /3 BY VOLUME SANDY LOAM, 1 /3 BY VOLUME COMPOSTED GARDEN MULCH, AND 1/3 BY VOLUME COARSE WASHED SAND OR EQUIVALENT. AT MINIMUM, TOPSOIL PRODUCTS BROUGHT ON SITE TO CONTAIN AMENDMENTS AS LISTED IN "C C) TOPSOIL TO INCLUDE THE FOLLOWING AMENDMENTS AS NECESSARY: THE FOLLOWING AMOUNT PER 1,000 SQUARE FEET: 1, 6—CUBIC YARDS ORGANIC COMPOST. COMPOST TO BE FREE OR NON —FARM ANIMAL SOURCES, NOR TO BE FROM SOURCES CONTAINING REDWOOD OF CEDAR PRODUCTS. 2. 30—POUNDS N►TROFORM (38-0-0) 3. 5—POUNDS AMMONIUM SULFATE 4 40—POUNDS CALCIUM U M CA RBONATE ATE LIMESTONE 5. 40—POUNDS DOLOMITE LIMESTONE 6. 5—OUNES BORON (AS BORAX) ALL AMENDMENTS TO BE THOROUGHLY MIXED PRIOR TO INCORPORATION INTO TOPSOIL. PRELIMINARY LANDSCAPE PLAN - NOTES and PLANT SCHEDUL—= FOR ARCO AM/PMmFEDERAL WAY SEC. 29, TWP. 21 N, RGE 4 EAST, W. M, CITY OF FEDERAL WAY KING COUNTY STATE OF WASHINGTOJ D) PLANTING BACKFILL FOR ALL TREES, SHRUBS, AND GROUNDCOVERS: 1. 0.6—CUBIC YARDS PER VOLUME TOPSOIL 2. 0.4—CUBIC YARDS ORGANIC COMPOST. 3. 3—POUNDS NITROFORM (38-0-0) 4. 1—POUNDS AMMONIUM SULFATE 5. 2—POUNDS CALCIUM CARBONATE LIMESTONE 6. 2—POUNDS DOLOMITE LIMESTONE E) TOPSOIL PREPARATION AND INSTALLATION: 1. VERIFY SUBGRADES TO —7 INCHES IN LANDSCAPE AREAS AND —18/24 INCHES IN PARKING LOT ISLANDS BELOW FINISH ELEVATION, OR AS INDICATED ON PLANS. THIS ACCOMMODATES, TOPSOIL, AMENDMENTS, AND MULCH. 2. ERADICATE ANY SURFACE VEGETATION ROOTED IN THE SUB —GRADE PRIOR TO SUB —GRADE PREPARATION. 3. THOROUGHLY SCARIFY AND RIP ALL LANDSCAPE SUB —GRADES WHICH HAVE BECOME COMPACTED TO A DEPTH OF 12 INCHES WITH MULTIPLE PASSES, 90 DEGREES TO EACH OTHER. SCARIFY AREAS INACCESSIBLE TO MECHANIZED EQUIPMENT AND AROUND EXISTING PLANTINGS NOTED TO REMAIN WITH HAND TOOLS. 4, REMOVE SOIL LUMPS, ROCK, VEGETATION AND/OR DEBRIS LARGER THAN 2 INCHES FROM ALL SUB —GRADE PRIOR TO PLACEMENT OF SPECIFIED TOPSOIL. 5. REMOVE ANY ASPHALT EXTENDING BEYOND 6 INCHES FROM CURBS INTO ADJACENT LANDSCAPE AREAS. 6. PARKING LOT PLANTER ISLANDS TO BE OVER EXCAVATED BY BACKHOE. REMOVE PAVING WASTE, GRAVEL BASE MATERIAL AND UNDERLYING SUBSOIL TO 18 INCHES BELOW TOP OF PAVING. SCARIFY AND OVER EXCAVATE PLANT PIT BOTTOM 12 INCHES TO MINIMIZE STRUCTURAL COMPACTION. F) TOPSOIL PLACEMENT: 1. PROVIDE A TOTAL FINISH COURSE OF 4 INCHES OF TOPSOIL FOR LANDSCAPE AREAS AND 18/24 INCHES IN PARKING LOT ISLANDS. 2. IN ALL LANDSCAPE AREAS, PLACE 2 INCHES (6 INCHES IN PARKING LOT ISLANDS) OF TOPSOIL MIX WITH AMENDMENTS OVER THE PREPARED SUB —GRADE AND THOROUGHLY ROTOTILL WITH MULTIPLE PASSES INTO THE TOP 6 INCHES OF SUB —GRADE FOR A TOTAL DEPTH OF 8 INCHES IN LANDSCAPE AREAS (12 INCHES IN PARKING LOT ISLANDS). PLACE AN ADDITIONAL 2 INCH LIFT OF TOPSOIL, IN ALL LANDSCAPE AREAS AND A MINIMUM 12 INCH LIFT IN ALL PARKING LOT ISLANDS, FOR THE FINAL TOPSOIL DEPTH OF 4 INCHES IN LANDSCAPE AREAS AND 18/24 INCHES IN PARKING LOT ISLANDS. 3. PLACE ADDITIONAL TOPSOIL AND SOIL MIX AS REQUIRED TO MEET FINISH ELEVATIONS. ORGANIC MULCH (TOPDRESSING): ONE —HALF —INCH (1/2") SIZE, TO ONE —QUARTER (1/4"), HEMLOCK/FIR BARK. FINE TEXTURED AND DARK BROWN IN COLOR. STAKES: 2—INCH DIAMETER BY 8—FOOT MINIMUM LODGEPOLE PINE STAKES. GUY MATERIAL: 1—INCH WIDE POLYETHYLENE CHAIN LOCK TYPE TIES; OR, 3/8" DIAMETER RUBBER. NO WIRE. LAWN: COMMERCIAL SEED AS NOTED ON PLAN. HERBICIDE: HERBICIDE IS NOT RECOMMENDED FOR THE FIRST YEAR AFTER INSTALLATION. ANTI —DESICCANT: "WILT —PROOF," 48 HOURS PRIOR TO SHIPMENT TO SITE FROM JUNE 1 THROUGH SEPTEMBER. THOROUGHLY ROOT WATER PLANTS PRIOR TO DELIVERY. PLANT MATERIAL DELIVERED TO SITE TO BE KEPT CONTINUALLY MOIST THROUGH INSTALLATION. EXECUTION: CONTAMINANTS: VERIFY THAT ALL SOIL CONTAMINANTS (E.G., PAINT, SEALANTS, SOLVENTS, OILS, GREASES, CONCRETE/ASPHALT SPOILS, ETC.) HAVE BEEN SATISFACTORY REMOVED FROM ALL PLANTING AREAS. DO NOT BEGIN WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. FINISH GRADES: FINE GRADE AND REMOVE ROCKS, DEBRIS, AND FOREIGN OBJECTS OVER 2 INCHES DIAMETER FROM TOP SURFACE OF PREPARED LANDSCAPE AREAS. FINISH ELEVATIONS TO BE DEFINED AS 3 INCHES BELOW CURBS, WALKS AND/OR OTHER ADJACENT HARDSCAPE FOR ALL PLANTING BED AREAS AND 1—INCH BELOW CURBS, WALKS AND/OR OTHER ADJACENT HARDSCAPE FOR ALL LAWN AREAS. FINISH GRADE REFER TO GRADES PRIOR TO INSTALLATION OF MULCH OR LAWN. ALL FINISH GRADES TO BE SMOOTH EVEN GRADES, LIGHTLY COMPACTED, AS SHOWN ON THE PLAN AND DETAILED. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND STRUCTURES. SITE CIVIL DRAWINGS IDENTIFY FINAL ELEVATIONS. MOISTEN PREPARED AREAS BEFORE PLANTING IF SOIL IS DRY. WATER THOROUGHLY AND ALLOW SURFACE TO DRY BEFORE PLANTING. DO NOT CREATE MUDDY SOIL. TREES AND SHRUBS: ARRANGE TREES AND SHRUBS ON SITE IN PROPOSED LOCATIONS PER DRAWINGS. EXCAVATE PIT, PLANT AND STAKE OR GUY, AS CALLED OUT AND DETAILED. ALL TREES, SHRUBS, AND SUPPORTS TO STAND VERTICAL. BACKFILL SHALL BE PIT SPOILS. SETTLE BACKFILL USING WATER ONLY. NO MECHANICAL COMPACTION. GROUNDCOVERS: EXCAVATE PITS TO A MINIMUM OF 3 INCHES BELOW, AND TWICE THE ROOT BALL DIAMETER. WATER THOROUGHLY AND TAKE CARE TO ENSURE THAT ROOT CROWN IS AT PROPER GRADE, AS DETAILED. MULCH: MULCH ALL LANDSCAPE AREAS NOT COVERED BY LAWN AND/OR SEED. APPLY SUFFICIENT QUANTITY TO PROVIDE A 2—INCH DEPTH. UTILITY CLEARANCES: FIELD ADJUST PLANT LOCATIONS FOR 8—FOOT SEPARATION OF TREES/SHRUBS AND 2—FOOT SEPARATION FOR GROUNDCOVER FROM FIRE HYDRANTS AND UTILITY VAULTS. CLEANUP AND PROTECTION: DURING LANDSCAPE WORK, KEEP ALL PAVEMENT CLEAN AND WORK AREAS IN AN ORDERLY CONDITION. PROTECT LANDSCAPE WORK AND MATERIALS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS AND TRESPASSERS. MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE PERIOD. TREAT, REPAIR, OR REPLACE DAMAGE LANDSCAPE WORK AS DIRECTED BY THE OWNER. PLANTING MAINTENANCE: PROVIDE FULL MAINTENANCE BY SKILLED EMPLOYEES OF LANDSCAPE INSTALLERS. CONTRACTOR TO MAINTAIN PLANTINGS THROUGH COMPLETED INSTALLATION, AND UNTIL ACCEPTANCE OF LANDSCAPE INSTALLATION. PLANTING MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTIVATING, TIGHTENING AND REPAIRING OF TREE GUYS, RESETTING PLANTS TO PROPER GRADES OR POSITION, RE—ESTABLISHING SETTLED GRADES; AND MOWING LAWNS WEEKLY AFTER LAWN ESTABLISHMENT. HERBICIDE IS NOT RECOMMENDED FOR ONE YEAR FOLLOWING LANDSCAPE INSTALLATION. INCLUDED IS REPLACEMENT OF DEAD PLANTS AND PLANTS SHOWING LOSS OF 40 PERCENT OR MORE OF CANOPY. IRRIGATION MAINTENANCE: THE IRRIGATION SYSTEM TO BE MAINTAINED INCLUDING ADJUSTMENTS FOR BALANCED WATER DISTRIBUTION AND PRECIPITATION. FAILED OR MALFUNCTIONING IRRIGATION EQUIPMENT SHALL BE REPLACED AND/OR CORRECTED. PLANTING AND IRRIGATION MAINTENANCE TO INCLUDE THOSE OPERATIONS NECESSARY TO THE PROPER GROWTH AND SURVIVAL OF ALL PLANT MATERIALS. CONTRACTOR TO PROVIDE THIS WORK IN ADDITION TO SPECIFIC WARRANTY/GUARANTEES. >, T X*5l9W,1K1��W=TaIlkCc PER 19.125.070, 20 SO FT LANDSCAPING REQUIRED PER STALL. 16 STALLS PROPOSED 16 STALLS x 20 SO FT/STALL = 320 SO FT OF PARKING LOT LANDSCAPING REQUIRED 383+ SO FT PARKING LOT LANDSACPING PROVIDED REPLACEMENT TREE CANOPY CALCULATIONS 20 TREE UNITS/ACRE REQUIRED. 20 TREE UNITS x 4.17 ACRES = 83.4 TREE UNITS REQUIRED NUMEROUS EXISTING TREES ARE PROPOSED TO BE RETAINED OUTSIDE OF PROPOSED DEVELOPMENT AREA. MORE THAN 36 TREES LARGER THAN 24" CALIPER PROPOSED TO BE RETAINED: 3.0 CREDITS EACH x 36 TREES = 118 TREE CREDITS FROM TREES LARGER THAN 24" CALIPER. NO ADDITIONAL TREE CREDITS REQUIRED PLANT SCHEDULE SYMBOL BOTANICAL / COMMON NAMES SIZE CONDITION SPACING QUANTITY REMARKS DROUGHT TOLERANT TREES: CHAMAECYPARIS OBTUSA 'GRACILIS / 6' HEIGHT AS SHOWN 24 STAKE & GUY ONE GROWING YES SLENDER HINOKI CYPRESS B & B SEASON; NURSERY GROWN, \ UN —CUT LEADER 0 CARPINUS BETULUS 'FASTIGIATA' / 2" CALIPER* 30' Q.C. 5 STAKE & GUY ONE GROWING YES COLUMNARE EUROPEAN HORNBEAM B & B SEASON; NURSERY GROWN FOR STREET TREE USE, AT BRANCHED 6' o PYRUS CALLERYANA 'REDSPIRE' / 2" CALIPER* AS SHOWN 6 STAKE & GUY ONE GROWING YES FLOWERING PEAR B & B SEASON; NURSERY GROWN FOR STREET TREE USE, BRANCHED AT 6' MAGNOLIA KOBUS / 2" CALIPER* AS SHOWN 5 STAKE & GUY ONE GROWING YES + MAGNOLIA B & B SEASON; NURSERY GROWN STREET TREE ALONG SW 356th STREET FOR STREET TREE USE, SMALL —MEDIUM TREE SPECIFIED DUE TO BRANCHED AT 6' OVERHEAD POWERLINES ACER CIRCINATUM / 8'-10' HT AS SHOWN 4 STAKE & GUY ONE GROWING YES VINE MAPLE B & B SEASON, NURSERY GROWN MULTI —STEM, MIN. 3 STEMS' *CALIPER IS MEASURED 4,5' ABOVE FINISH GRADE **DENOTES PLANT NATIVE TO PUGET SOUND SHRUBS: ® HELICTOTRICHON SEMP. 'SAPPHIRE' / 18" HT. AS SHOWN 25 FULL YES BLUE OAT GRASS (MEDIUM) FG PENNISETUM ALOPECOROIDES 'MOUDRY' / 12" HT. AS SHOWN 105 FULL AND BUSHY, 3 CANES YES FOUNTAIN GRASS (SMALL) MINIMUM ® THUJA OCCIDENTALIS 'SMARAGD' / 5'-6' HT AS SHOWN 42 FULL AND BUSHY, MATCHED YES 'EMERALD GREEN' ARBORIVTAE (LARGE) HEIGHT AND FORM ® LAVANDULA STOECHAS 'HIDCOTE BLUE' j 12" HT AS SHOWN 49 FULL AND BUSHY YES SPANISH LAVENDER (SMALL) MAHONIA NERVOSA / 18" HT, AS SHOWN 10 FULL AND BUSHY, MATCHED YES ® LOW OREGON GRAPE** (MEDIUM) HEIGHT AND FORM EUONYMUS FORTUNEI 'EMERALD N GOLD' / 18" HT. AS SHOWN 117 FULL AND BUSHY YES EUONYMUS (MEDIUM) O NANDINA DOMESTICA 'MOON BAY' / 18" HT. AS SHOWN 89 FULL AND BUSHY, 3 CANES YES NANDINA (MEDIUM) MINIMUM BERBERIS THUNBERGII / 24" HT AS SHOWN 47 FULL AND BUSHY, MATCHED YES ® REDLEAD BARBERRY (LARGE) HEIGHT AND FORM sf POLYSTICHUM MUNITUM / 12' HT AS SHOWN 9 FULL AND BUSHY YES SWORD FERN** (SMALL) ® RHODODENDRON SP. 'NOVA ZEMBLA' / 24" HT AS SHOWN 31 FULL AND BUSHY YES RHODIE (LARGE) Eng PRUNUS LAUROCERASUS 'NANA' / 24" HT AS SHOWN 11 FULL AND BUSHY YES DWARF ENGLISH LAUREL (LARGE) MAINTAIN AT 36" HEIGHT AND WIDTH GROUNDCOVERS: BERGENIA CRASSIFOLIA 'BRESSINGHAM RUBY' / 1 GALLON 24" O.C. AS REQ'D HOLD 12" FROM BORDERS, YES ELEPHANT EAR SHRUBS, AND TREES EPIMEDIUM PERRALCHICUM 'FROHNLEITEN' / 1 GALLON 24" O.C. AS REQ'D HOLD 12" FROM BORDERS, YES EPIMEDIUM SHRUBS, AND TREES ARCTOSTAPHYLLOS UVA—URSI/ 1 GALLON 24" O.C. AS REQ'D HOLD 12" FROM BORDERS, YES KINNIKINNIK** SHRUBS, AND TREES 2"-3" DEPTH MEDIUM BARK MULCH ONLY. LANDSCAPE CONTRACTOR TO CALCULATE QUANTITIES BASED ON ACTUAL CONDITIONS 7-7 3 s, r w OVER ALL TOPSOIL DEPTH OF 3 FEET BERM HEIGHT 6" MIN.---.,,,�� SOIL LINE: Y— IN MULCH, 1 " _— IN LAWN N SUBGRADE REMOVE EXCESS G IL AND PAVINGCOARSE TRANSITIONPSOIL TO SUBSOIL NOTE: OVER EXCAVATE PARKING LOT PLANTERS TO LOOSEN COMPACTED SUBBASE GRADING a PARKING LOT PLANTERS DETAIL NOT TO SCALE FINISH GRADE AT — 4:1 SLOPE MAXIMUM 2% SLOPE MINIMUM CURB PER CIVIL - DRAWINGS (WALK SIMILAR) TOPSOIL SETTLED (COMPACTED CONDITION) CURB 1-1/2" DRAIN AT LOW POINTS & 10' SPACING MAXIMUM -- PAVING (SEE CIVIL PLANS) 12" MAX. LIP 2" MULCH LAYER TOPSOIL AS SPECIFIED AT 4XIMUM AINIMUM JBGRADE SIDEWALK LAWN CONDITION MULCH CONDITION (C Q R B SIMILAR) PLANTER SECTION DETAIL NOT TO SCALE TOPSOIL 2" MULCH FINISH GR, LAWN — SHOVEL—Gv. PLANTING BED ADJACENT TO LAWN DETAIL NOT TO SCALE MULCH AT CURB DETAIL NOT TO SCALE HOLD PLANTS Ff""' EDGE OF PLANTE AS NOTED ON P BED LINE EDGE CURB/WALK - PLANT MATERIAL SPACING DETAIL NOT TO SCALE 2" MULCH LAYER 1" MAX. TOP OF CURB TO TOP OF MULCH SPACING AS CALLED OUT ON PLAN/PLANT LIST -HOLD PLANTS FROM EDGE OF PLANTER AS NOTED ON PLANT LIST Nu I E: THIS SPACING APPLIES TO GROUNDCOVER AND FORMAL SHRUB ROW PLACEMENT. PRELIMINARY LAN APE PLAN -DETAILS PRELIMINARY VR ARCO AM/PMoFEDERAL WAY SEC. 29, TWP- 21 N, RGE 4 EAST, W. M. CITY OF FEDERAL WAY KING AUNTY STATE OF WASHINGTON DO NOT DAMAGE LEADER DURING INSTALLATION (2) LODGEPOLE STAKES; TIE AT APPROX. 1/3 TO 1/2 HEIGHT OF TREE WITH FLEXIBLE RUBBER TIE IN FIGURE EIGHT PATTERN. STAKES AND TREE TO BE PLUMB 3" DEEP SAUCER FOR WATER 2" DEEP MULCH LAYER k� REMOVE ALL TIES, WRAP & CONTAINERS. W z FREE PERIMETER ROOTS FROM NURSERY BALL EXCAVATE TREE PIT AT A MIN. OF 2 TIMES DIA. OF ROOTBALL AT BALL CENTER, TAPERING PIT GRADE TO FINISH GRADE PIT SPOILS, NURSERY BALL WASTE BACKFILL SET BALL ON UNDISTURBED SUBGRADE, OR COMPACTED SOIL. NOTE: LIGHT FERTILIZER OVER PLANTING BED AFTER BACKFILL. ONLY; NO FERTILIZER IN PLANTING PIT. WORK PERIMETER ROOTS FREE OF NURSERY BALL. BALL & PIT TO BE COURSELY SCARIFIED. EVERGREEN TREE PLANTING/STAKING DETAIL NOT TO SCALE PRUNE DAMAGED TWIGS AFTER PLANTING PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED NOTE: KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES. HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISH GRADE. PROTECT TRUNK AND LIMBS FROM INJURY. BACKFILL TO BE SETTLED USING WATER ONLY — NO MECHANICAL COMPACTION. REMOVE ALL WRAP, TIES do CONTAINERS, REGARDLESS OF MATERIAL. (2) LODGEPOLE STAKES, WITH ELASTIC CHAIN —LOCK --� TYPE GUYS TIED IN FIGURE EIGHT, REMOVE AFTER ONE GROWING SEASON, STAKES AND TREE TO BE PLUMB PROTECTIVE WRAPPING DURING SHIPMENT TO SITE AND INSTALLATION REMOVE AT COMPLETION OF PLANTING LAWN PLANTING; PROVIDE 3'0 "NO GRASS" TREE RING AND — 2" DEEP MULCH LAYER IN WELL. HOLD BACK FROM TRUNK 8" TO 10" FINISH GRADE PREPARE PLANTING BED PER SPECS; AT MIN., LOSSEN AND MIX SOIL TO 18" OR DEPTH OF ROOTBALL AND TIMES BALL DIAMETER REMOVE LL WRAP TEES AND CONTAINERS SCORE ROOTBALL AND WORK NURSERY SOIL AWAY FROM PERIMETER ROOTS SET BALL ON UNDISTURBED BASE OR COMPACTED MOUND UNDER BALL PENETRATION TO SUBBASE 24" MINIMUM DECIDUOUS TREE PLANTING/STAKING DETAIL NOT TO SCALE 2" MULCH LAYER FEATHER EXCESS SOIL UNDER MULCH 1" MULCH AT CROWN 1/2" ABOVE GRADE 1" ABOVE GRADE 3REPAIR PLNTIN BEA • NOTE: REMOVE CONTAINER AND WORK ROOTS FREE OF SOIL. BACKFILL TO BE SETTLED USING WATER ONLY. SEE PLANT LIST FOR PLANT SPACING. LmTHAN 1 GALLON CONTAINEIR 1 GAI L O CKINTAMB and LARGO ( PLANTED BEFOFtI` INCH ) (PLANTED BEFORIF MULCH ) GROUNDCOVER PLANTING DETAIL NOT TO SCALE BYLANDSCAPEPRUNE ARCHITECT DIRECTED Y HOLD FABRIC AND MULCH 4" FROM STEM 3" — 4" DEEP ROCK MULCH LAYER WEED FABRIC 4" SAUCER FOR WATERING BACKFILL TO BE A MIX OF TOPSOIL, FERTILIZER, AND PEAT MOSS SCARIFY ROOTBALL ON CONTAINER MATERIAL. REMOVE TOP 1 /3 OF BURLAP ON B&B MATERIAL DUST ROOT BALL WITH ROOT GROWTH HORMONE 3x THE ROOTBALL DIAMETER NOTE: APPLY ADDITIONAL 4 OZ. 8-32-16 FERTILIZER INTO TOP 2" OF PLANTING MIX. PLANT SHRUB HIGH ENOUGH TO ALLOW POSITIVE DRAINAGE AWAY FROM ROOTBALL. ROUGHEN ALL SURFACES OF PIT. CUT AND REMOVE BURLAP FROM ROOT BALL SHRUB PLANTING DETAIL NOT TO SCALE d Y x �3 j > Y u 4 y. r. r STATE OF CERTIFICATE No. 1/4 BP WEST COAST PRODUCTS, LLC 35505 PACIFIC HWY S @ SW 256TH STREET FEDERAL WAY, WA FACILITY # TBD DESIGNED BY: JMV ALLIANCE Z&DM: CHECKED BYt jW BP REM DRAWN BY; jW ALLIANCE Pill: YERS7C�IE MCT No.. r16777 PRELIMINARY PERMIT N0. xx-xxxxxx-xx-xx I LANDSCAPE PL AP PROVED U.2 O F 3 DATE P-1 STUCCO P-3 STL-1 7 P-1 STUCCO RAW ` m 5 P-3 +2�-6"A.F.F�A F UC STUCCO STUCCO T.O. TOWER P�3 SUB FINISH ISTUCC5 mill.. Wmmff'l I .. EXPANSION JOINTS SCALE: 1 /4"=1'-0" *.opt ALUM I ( 1 IO A WINDOW . WINDOW SILL FINISH FL00� GENERAL NOTES A. REVEAL LOCATIONS IN FINISH SYSTEM SHOWN ARE TO ALIGN AS CLOSELY AS POSSIBLE TO ELEVATIONS. KEYED NOTES OALUMINUM ENTRANCE AND STOREFRONT SYSTEM, REFER TO SHEET A5.3 & SPECIFICATION. OSTEEL AWNING ROD AND CLEVIS OOVERFLOW DRAIN OWALL POSTER OINTERNALLY ILLUMINATED SURFACE MOUNTED WALL SIGN OWALL MOUNTED LED FIXTURE OWALL MOUNTED SIGN LIGHTING OROOFTOP EQUIPMENT BEYOND OWHITE SIGNAGE DECAL ON ACM PANEL BEYOND 10 HOLLOW METAL DOOR, PAINT TO MATCH WALL NINW COLOR LEGEND P-1 DUNN EDWARDS, DE6130, "WOODED ACRE" P-2 I DUNN EDWARDS DE6128, "SAND DUNE" P-3 DUNN EDWARDS DEC756, "WEATHERED BROWN", HIGH GLOSS P-4 ARCO BLUE, PMS 288 SrrE P� APPR I. pemitNu> :l�`1D��-?oI 1� l,f cv- P�•'� ..._...- P-5 ARCO LIGHT BLUE, PMS 2935 MATERIAL LEGEND STUCCO %" CEMENT PLASTER, INSTALLED PER MFG. SPECIFICATIONS; TEXTURE: FINE SAND FINISH S-FLEX STUC-O-FLEX ELASTOMERIC ACRYLIC FINISH OVER CEMENT PLASTER;, INSTALLED PER MFG. SPECIFICATIONS; TEXTURE: FINE SAND FINISH ALUM CLEAR ANODIZED ALUMINUM STL- 17 STEEL AWNING RESUBMITTED MAR 2 5 2016 CITY OF FEDERAL WAY CDS CLIENT: bp Or ARCO BP WEST COAST PRODUCTS, LLC GHgV � S m _ � a n U Zs _. ? EN G`N��Q, 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES NO. DATE REVISION DESCRIPTION , 2 3 4 A li- A 0 ,o ,z SEAL: THIS SHEET IS FOR INFORMATION ONLY DEVELOPMENT INFORMATION: ARCO NTI 3000 am/pm FUEL CANOPY W/ 8 MPD's 24x48 CAR WASH SITE ADDRESS: 35505 PACIFIC HWY S @ SW 256TH STREET FEDERAL WAY, WA FACILITY # TBD DESIGNED BY: ALLIANCE Z&DM: CHECKED BY: BP REPM: DRAWN BY: ALLIANCE PM: VERSION: _ PRO ECT NO: 16777 DRAWING TITLE: COLOR ELEVATIONS SHEET NO: A2ml GENERAL NOTES A. REVEAL LOCATIONS IN FINISH SYSTEM SHOWN ARE TO ALIGN AS CLOSELY AS POSSIBLE TO ELEVATIONS. KEYED NOTES P-3 O ALUMINUM ENTRANCE AND STOREFRONT SYSTEM, REFER TO SHEET A5.3 & SPECIFICATION. STUCCO 2 STEEL AWNING ROD AND CLEVIS �24' P-3 P-3 O OVERFLOW DRAIN YT.O. TOWER STUCCO STUCCO P-1 O WALL POSTER S-FLEX $ $ 8 �+21' 10"A.F.F. D YINTERNALLY ILLUMINATED SURFACE MOUNTED WALL SIGN T.O. PARAPET +21'_i O"A. T.O. CLERESTORY O WALL MOUNTED LED FIXTURE WINDOW BEYOND 8 „ ,.. �1A F O WALL MOUNTED SIGN LIGHTING WALL BEYOND I_ — T.O. PARAPETY 8 ROOFTOP EQUIPMENT BEYOND P-1 ROOF LINE O WHITE SIGNAGE DECAL ON ACM PANEL __ BEYOND - ' I P-4 9 10 HOLLOW METAL DOOR, PAINT TO MATCH WALL STUCCO _ _ — - -�- — — - — - O ' 1 PA A T. RAPET LF.F B.O. CANOPY COLOR LEGEND P-1 DUNN EDWARDS, DE6130, "WOODED ACRE" P-2 DUNN EDWARDS DE6128, "SAND DUNE" P-3 DUNN EDWARDS DEC756, "WEATHERED BROWN", HIGH GLOSS 0 0,- " FINISH FLOOR FINISH FLOORqVV ARCO BLUE, PMS 288 h+21' 10" A.F.F. -'IFT0. PARAPET BEYON ' j' A.F. 9FTOT PARAPET O" _ FINISH FLOOR J SCALE: 1 /4"=1'-0" y r1 A l C" A r r P-5 ARCO LIGHT BLUE, PMS 2935 MATERIAL LEGEND STUCCO 6" CEMENT PLASTER, INSTALLED PER MFG. SPECIFICATIONS; TEXTURE: FINE SAND FINISH S—FLEX STUC—O—FLEX ELASTOMERIC ACRYLIC FINISH OVER CEMENT PLASTER;, INSTALLED PER MFG. SPECIFICATIONS; TEXTURE: FINE SAND FINISH ALUM CLEAR ANODIZED ALUMINUM STL-1 STEEL AWNING +21'=10"A. PARAPET BEYOND _ +1QL-6"A. T.O. PARAPET �} 15L-6"A. T.O. PARAPET FINISH FLOOR RESUBMITTED MAR 2 5 2016 CITY OF FEDERAL WAY CDS CLIENT: b p ARCO BP WEST COAST PRODUCTS, LLC OHA(j O d n V y� z c, NG ENG1N 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES NO. DATE REVISION DESCRIPTION 1 2 3 4 A 0 Io i2 SEAL: THIS SHEET IS FOR INFORMATION ONLY DEVELOPMENT INFORMATION: ARCO NTI 3000 am/pm FUEL CANOPY W/ 8 MIS 24x48 CAR WASH SITE ADDRESS: 35505 PACIFIC HWY S @ SW 256TH STREET FEDERAL WAY, WA FACILITY # TBD DESIGNED BY: AWANCE Z&DM: CHECKED BY: BP REPM: DRAWN BY: AWANCE PM: - VERSION: PROJECT NO: 16777 DRAWING TITLE: COLOR ELEVATIONS SHEET NO: A2m2 +18'-6" A.F.F. 191-11 +16'-0" A.F.F. _ BUILDING SIDE EAST ELEVATION (WEST ELEVATION IS THE SAME, MINUS BULLNOSE DECAL, CHANNEL LETTERS AND SPARK) SCALE: 1 /4" = 1'-O" 4RC❑ 20"H ALUMINUM ILLUMINATED CHANNEL LETTERS, TYP. OF 2 ILLUMINATED DISPENSER VALANCE, TYP. OF 8 ARCO I C-o 1 I DISPENSER, TYP. OF 8 ��,• SOUTH ELEVATfON 2 PANE TANK (500 GALLONS) SCALE: N.T.S. 36" DIA. ILLUMINATED LOGO W/ 44" DIA. DISC, TYP. OF 3 CANOPY FASCIA TO BE FINISHE C-Ol CANOPY UNDERSIDE TO BE PAINTED C-11 DOUBLE SIDED P.I.C. UNIT, TYP. OF 2 I C-01 I Q. CANOPY ACM FASCIA PANEL W/15" PRINTED BULLNOSE DECAL ON ALL SIDES DISPENSER NUMBERING SYSTEM BY G.C, APPROVED MANUFACTURER IS DURACOLOR. INSTALL 10'-6" FROM SLAB TO BOTTOM OF PLACARD. TYPICAL OF 16 PAINT BUMPER POST C-14 C-07 Ll u ON TOP 1 /3 AND C-01 ON BOTTOM 2/3 TYP FACING PACIFIC HIGHWAY SOUTH STREET SIDE PACIFIC HIGHWAY SOUTH PAINT BUMPER POST C-14 ON TOP 1/3 AND C-01 ON BOTTOM 2/3 TYP CANOPY ACM FASCIA PANEL W/15" PRINTED BULLNOSE DECAL ON ALL SIDES ILLUMINATE DISPENSER VALANCE, TYP. OF 8 DISPENSER TYP. OF 8 ELEVATION SCALE: 1 /4" = 1 '-O" 36" DIA. ILLUMINATED LOGO W/ 44" DIA. DISC, TYP. OF 3 - CANOPY FASCIA TO BE FINISHED C-01 CANOPY UNDERSIDE TO BE PAINTED C-11 c-o 1 DOUBLE SIDED P.I.C. UNIT, TYP. OF 2 I C-01 I DISPENSER NUMBERING SYSTEM BY G.C, APPROVED MANUFACTURER IS DURACOLOR. INSTALL 10'-6" FROM SLAB TO BOTTOM OF PLACARD. TYPICAL OF 16 I C-07 I +18'-6" A.F.F. � BUILDING SIDE PAINT BUMPER POST C 14 ON TOP 1 /3 AND C-01 ON BOTTOM 2/3 TYP A.F V A.F� EXTERIOR PAINTS: C-01 COLOR: BP PEARL - RAL 1013 ICI #Ao083 "INDIAN LEGEND" COLOR: BP WARM GREY C-07 ICI #A1860, "GREY MOUNTAIN" G 08 ampm RED PMS 032C C 11 COLOR: BP HIGH HIDING WHITE ICI BP HIGH HIDING WHITE (CUSTOM) C-12 ARCO BLUE PMS 288 C-13 ARCO LIGHT BLUE PMS 2935 C-14 CIO#A070MEGA YELLOW 75 RESUB AITTE'D MAR 2 5 2016 CITY OF FEDERAL WAY CDS CLIENT: bp lor ARCO BP WEST COAST PRODUCTS, LLC G► H'4 V � S O O n U 2� ? hG ENG1N 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES NO. DATE REVISION DESCRIPTION 2 3 4 0 0 0 0 0 SEAL DEVELOPMENT INFORMATION: ARCO NTI 3000 am/pm FUEL CANOPY w/ 8 MPD's 24x48 CAR WASH SITE ADDRESS: 35505 PACIFIC HWY S @ SW 256TH STREET FEDERAL WAY, WA FACILITY # TEID DESIGNED BY: ALLIANCE Z&DM: CHECKED BY: SP REPM: DRAWN BY: AWANCE PM: VERSION: PROJECT N0: 16777 DRAWING TITLE: CANOPY ELEVATIONS SHEET NO: CAml P-1 STUCCO 6'-0" 7 UN \T#z. ILE 5 P-3 +24'-6" A.F. 01 P-3 T.O. TO 01 P-3 A4.1 STUCCO STUCCO SUB FINISH A4.1 STUCCO EXPANSION JOINTS P-2 P-3 P-3 P-1 P-1 P-2 P-3 P-3 01 S-FLEX # S-FLEX STUCCO STL-1 STUCCO STUCCO STL-1 STUCCO " A4.1 2 -10 EQ. EQ.I. 2'- 10 I 2 -10 �. EQ. �. EQ. �, 2'- 10 I 01 FRONT ELEVATION SCALE: 1 /4"=1'-O" SCALE: 1 /4"=1'-0" //o I ALUM I I ALUM I u P-2 STUCCO STUCCO +21'._10"A..F T.O. PARAPET _+19L-6"A.F•F.Ah 0'_ „ FINISH FLOOR GENERAL NOTES A. REVEAL LOCATIONS IN FINISH SYSTEM SHOWN ARE TO ALIGN AS CLOSELY AS POSSIBLE TO ELEVATIONS. KEYED NOTES OALUMINUM ENTRANCE AND STOREFRONT SYSTEM, REFER TO SHEET A5.3 & SPECIFICATION. OSTEEL AWNING ROD AND CLEVIS 3O OVERFLOW DRAIN OWALL POSTER OINTERNALLY ILLUMINATED SURFACE MOUNTED WALL SIGN OWALL MOUNTED LED FIXTURE 0WALL MOUNTED SIGN LIGHTING (D ROOFTOP EQUIPMENT BEYOND OWHITE SIGNAGE DECAL ON ACM PANEL 10 HOLLOW METAL DOOR, PAINT TO MATCH WALL P-1 DUNN EDWARDS, DE6130, "WOODED ACRE" P-2 DUNN EDWARDS DE6128, "SAND DUNE" P-3 DUNN EDWARDS DEC756, "WEATHERED BROWN", HIGH GLOSS P-4 ARCO BLUE, PMS 288 P-5 ARCO LIGHT BLUE, PMS 2935 MATERIAL LEGEND STUCCO %" CEMENT PLASTER, INSTALLED PER MFG, SPECIFICATIONS; TEXTURE: FINE SAND FINISH S-FLEX STUC-O-FLEX ELASTOMERIC ACRYLIC FINISH OVER CEMENT PLASTER;, INSTALLED PER MFG. SPECIFICATIONS; TEXTURE: FINE SAND FINISH ALUM CLEAR ANODIZED ALUMINUM STL-1 STEEL AWNING RESUBMITTED MAR 2 5 2016 C1' OF FEDERAL WAY CDS CLIENT: bp ARC{ BP WEST COAST PRODUCTS, LLC GHA O R 2 ySt sGC may, T /O ENG�� 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES NO. DATE REVISION DESCRIPTION 2 3 4 / J \ a 2L ZL a ,D i, ,2 SEAL: THIS SHEET IS FOR INFORMATION ONLY DEVELOPMENT INFORMATION: ARCO NTI 3000 am/pm FUEL CANOPY w/ 8 MPD'S 24x48 CAR WASH SITE ADDRESS: 35505 PACIFIC MY S @ SW 256TH STREET FEDERAL WAY, WA FACILITY # TBD DESIGNED BY: ALLIANCE Z&DM: CHECKED BY: BP REPM: DRAWN BY: ALLIANCE PM: VERSION: _ PROJECT NO: 16777 DRAWING TITLE: EXTERIOR ELEVATIONS SHEET NO: A2ml ' 6 A.E.F. T.O . TOWER + 1'_10"-.F T.O. PARAPET 'qPrB—.O. CANOPY 04 MCAM CLCVH 1 IUN SCALE: 1 /4"=1 ' -0" GENERAL NOTES A. REVEAL LOCATIONS IN FINISH SYSTEM SHOWN ARE TO ALIGN AS CLOSELY AS POSSIBLE TO ELEVATIONS. KEYED NOTES /� ALUMINUM ENTRANCE AND STOREFRONT SYSTEM, REFER TO SHEET ' � A5.3 & SPECIFICATION. 2� STEEL AWNING ROD AND CLEVIS 3O OVERFLOW DRAIN (D WALL POSTER (D INTERNALLY ILLUMINATED SURFACE MOUNTED WALL SIGN WALL MOUNTED LED FIXTURE WALL MOUNTED SIGN LIGHTING 6"A. .F (D ROOFTOP EQUIPMENT BEYOND PARAPET (D WHITE SIGNAGE DECAL ON ACM PANEL 10 HOLLOW METAL DOOR COLOR LEGEND 0'_ » i FLOOR P-1 DUNN EDWARDS, DE6130, "WOODED ACRE" P-2 DUNN EDWARDS DE6128, "SAND DUNE" P-3 DUNN EDWARDS DEC756, "WEATHERED BROWN", HIGH GLOSS P-4 ARCO BLUE, PMS 288 P-5 ARCO LIGHT BLUE, PMS 2935 STUCCO 3/," CEMENT PLASTER, INSTALLED PER MFG. SPECIFICATIONS; TEXTURE: FINE SAND FINISH S-FLEX j STUC-O-FLEX ELASTOMERIC ACRYLIC FINISH OVER CEMENT PLASTER;, INSTALLED PER MFG. SPECIFICATIONS; TEXTURE: FINE SAND FINISH ALUM CLEAR ANODIZED ALUMINUM STL-1 STEEL AWNING --±21'-10"A. . PARAPET BEYONDIV +19L-QLA.F.Fjh T.O. PARAPETY T.O. PARAPET Q'- „ FINISH FLOOR RESUBMSTLb MAR 2 5 2 CITY OF FEDERAL WAY CDs CLIENT: bp . . . . . . . . . . . . . . . ARCO BP WEST COAST PRODUCTS, LLC M� �H ti G ENGIN 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES NO. DATE REVISION DESCRIPTION 2 3 4 / J 0 A 0 1D 12 SEAL: THIS SHEET IS FOR INFORMATION ONLY DEVELOPMENT INFORMATION: ARCO NTI 3000 am/pm FUEL CANOPY w/ 8 MPD'S 24x48 CAR WASH SITE ADDRESS: 35505 PACIFIC HWY S @ SW 256TH STREET FEDERAL WAY, WA FACILITY # TBD DESIGNED BY: ALLIANCE Z&DM: CHECKED BY: BP REPM: DRAWN BY: AWANCE PM: VERSION: PROECT NO: 16777 DRAWING TITLE: EXTERIOR ELEVATIONS SHEET NO: A2m2 i I I I 4z X 1 STREET SIDE SW 356TH ST � 18'-6" A.F.F. OL +16'-0" A.F.F. BUILDING SIDE EAST ELEVATION SCALE: 1 /4" = 1 '-O" CANOPY ACM FASCIA PANEL W/15" PRINTED BULLNOSE DECAL ON ALL SIDES PAINT BUMPER POST C-14 ON TOP 1 /3 AND C-01 ON BOTTOM 2/3 TYP) mu M akAl WAl C-O1 DISPENSER NUMBERING SYSTEM BY G.C,— APPROVED MANUFACTURER IS DURACOLOR. INSTALL 10'-6" FROM SLAB TO BOTTOM OF PLACARD. TYPICAL OF 16 20"H ALUMINUM ILLUMINATED v v CHANNEL LETTERS, TYP. OF 2 36" DIA. ILLUMINATED LOGO W/ 44" DIA. DISC, TYP. OF 3 ILLUMINATED CANOPY FASCIA TO BE DISPENSER FINISHED C-01 VALANCE, CANOPY UNDERSIDE TO TYP. OF 8 . n o+ BE PAINTED C-01 DOUBLE SIDED P.I.C. UNIT, DISPENSER, TYP. OF 2 TYP. OF 8 CASH C-Ol SOUTH ELEVATION 2 WEST ELEVATION SCALE: 1 /4" = 1 '-O" I C-07 I CANOPY ACM FASCIA PANEL W/15" PRINTED BULLNOSE DECAL ON ALL SIDES DISPENSER NUMBERING SYSTEM BY G.C, APPROVED MANUFACTURER IS DURACOLOR. INSTALL 10'-6" FROM SLAB TO BOTTOM OF PLACARD. TYPICAL OF 16 i ARCO„ � a I} I PAINT BUMPER POST C-14 C-07 L U LI ON TOP 1 /3 AND C-01 ON BOTTOM 2/3 (TYP) CANOPY HEAD CLEARANCE SIGN AT WEST AND EAST SIDE CANOPY FASCIA TO BE FINISHED C-Ol CANOPY UNDERSIDE TO BE PAINTED C-11 NOTE: NUMBERS ONLY SHOWN FACING THE STORE. OTHER SIDE TO BE BLANK. DISPENSERS CONTINUE TO HAVE THE DISPENSER NUMBERS ON FACE OF DISPENSER. STREET SIDE FACING PACIFIC HIGHWAY SOUTH STREET SIDE PACIFIC HIGHWAY SOUTH PAINT BUMPER POST C-14 ON TOP 1 /3 AND C-01 ON BOTTOM 2/3 TYP ILLUMINATE[ DISPENSER VALANCE, TYP. OF 8 DISPENSER, TYP. OF 8 CANOPY ACM FASCIA PANEL W/15" PRINTED BULLNOSE DECAL ON ALL SIDES ILLUMINATE "tom DISPENSER VALANCE, TYP. OF 8 DISPENSED; TYP, OF 8 s = Z� 0, I 20"H ALUMINUM ILLUMINATED 36" DIA. ILLUMINATED LOGO CHANNEL LETTERS, TYP. OF 2 W/ 44" DIA. DISC, TYP. OF 3 C-01 DOUBLE SIDED F ® P.I.C. UNIT, I I TYP. OF 2 I I I ( I PIC UNIT ELEVATION — BEYOND SCALE: 1/4" = 1'-O" z N ND �36" DIA. ILLUMINATED LOGO W/ 44" DIA. DISC, TYP. OF 3 CANOPY FASCIA TO BE FINISHED= CANOPY UNDERSIDE TO BE PAINTED C-11 c-o 1 DOUBLE SIDED P.I.C. UNIT, TYP. OF 2 III III I Lu�uI 3 NORTH ELEVATION 11----1 `1— — , v� k } h m, n . , .., .. ..., t ,•. .. , ., E al n .sk :: \ k }ry O �'k S , v E t \ u it : - I C-01 I DISPENSER NUMBERING SYSTEM BY G.C, APPROVED MANUFACTURER IS DURACOLOR. INSTALL 10'-6" FROM SLAB TO BOTTOM OF PLACARD. TYPICAL OF 16 ARCO �'j m I C-07 I +18'-6" A.F.F. +16'-0" A.F.F. BUILDING SIDE PAINT BUMPER POST C-14 ON TOP 1 /3 AND C-01 ON BOTTOM 2/3 (TYP) +18'-6" A.F.F. tdh +16'-0" A.F.F. EXTERIOR PAINTS: C-01 COLOR: BP PEARL - RAL 1013 ICI #AO083 "INDIAN LEGEND" C-07 COLOR: BP WARM GREY ICI #A1860, "GREY MOUNTAIN" C-08 ampm RED PMS 032C C-1 1 COLOR: BP HIGH HIDING WHITE ICI BP HIGH HIDING WHITE (CUSTOM) C-12 ARCO BLUE PMS 288 C-13 ARCO LIGHT BLUE PMS 2435 C-14 COLOR: OMEGA YELLOW ICI #A0775 A.F.F. AA.F V RESUBMITTED MAR 2 5 ?n "� CITY OF FEDERAL WAY CAS CLIENT - bp p llor co BP WEST COAST PRODUCTS, LLC CaHAC� n o:t; ti n G ENG0 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES NO. DATE REVISION DESCRIPTION I 2 3 4 A 0 0 A 12 SEAL: DEVELOPMENT INFORMATION: ARCO NTI 3000 am/pm FUEL CANOPY w/ 8 MPD's 24x48 CAR WASH SITE ADDRESS: 35505 PACIFIC HWY S @ SW 256TH STREET FEDERAL WAY, WA FACILITY # TBD DESIGNED BY: ALLIANCE Z&DM: CHECKED BY: BP RPM: DRAMAS BY: ALLIANCE PM: VERSION: PROJECT NO: 16777 DRAWING TITLE: CANOPY ELEVATIONS SHEET NO: CAIII{1— o.0 0,0 0.0 0.0 0,o b.o to o,o to b.o 0.o b.o o,o o.o b.o o.o bo o,o b.o b,o b.o b,o b,o b•o o.o o,o b,o b,o b.o b,o b.o b.o b,o b.o b.o b.o b.0 to b,o b,o b,o b.o b.o b,o b.o to bo b.o b.o b.o b,o b.o b.0 b.o b.o b,o b.o b,o b,o b.o b,o b.o b.o b.o b.o b.o to 0.o to 0.0 o,0 0.0 to to to to to 0.0 II,o to o,o b,o to 0.0 to b.o b.o b.o to b.o b.o b,o b,o b.0 b.o b.o b,o b.o b.o b.o b.o b.o b,o to b.o b,o b,o b.o b.o b.o b.o bo b.o b.o bo b.o b.o b,o b.0 bo o,o b.o b,o b.o b,o b,o b.o b,o b.o b,o b.o b.o bo bo � / R U _ S C L E D 0,o b,o to to to 0.o 0.0 b.o to b.o to o,o b.o to ba o.o to to b0 b,o 0.0 to o,o b,o b.0 to b.a to 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Lumens Arr, Watts ® 24 A SINGLE CRU-SC-LED-HO-CW 1,000 N.A, 18056 139.6 --® 8 B SINGLE XLCS-FT-LED-HO-CW-SINGLE-20'POLE+2'BASE 1,000 N.A. 15535 138,6 1 C 2 @ 90 DEGREES XLCS-FT-LED-HO-CW-D90-20'POLE+2'BASE 1.000 N.A, 31070 277.2 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min ALL CALC POINTS Illuminance Fc 1.95 72.3 0.0 N.A. N,A, CANOPY Illuminance Fc 57.03 72.3 34,6 1,65 2.09 INSIDE CURB Illuminance Fc 8,39 43.6 0,0 N.A. N.A. Based on the information provided, all dimensions and luminaire locations shown represent recommended positions, The engineer and/or architect must determine the applicability of the layout to existing or future field conditions, This lighting plan represents illumination levels calculated from laboratory data taken under controlled conditions in accordance with The Illuminating Engineering Society (IES) approved methods. Actual performance of any manufacturer's luminaires may vary due to changes in electrical voltage, tolerance in tamps/LED's and other variable field conditions, Calculations do not include obstructions such as buildings, curbs, landscaping, or any other architectural elements unless noted. RECEIVED AN 15 2016 CITY OF FEDERAL WAY CDS Total Project Watts Total Watts = 4736,401 N o-E e ENtiF"e s 0 20 40 80 SCALE: V-40` LEGEND (NOTE: NOT ALL SYMBOLS MAY APPEAR ON THE MAP) -} LUMINAIRE (LUM.) �O YARD LIGHT POWER MEi'ER O POWER POLE JUNCTION BOX (AS NOTED) ® TELEPHONE MANHOLE ❑ CATCH BASIN (CB) 0 STORM MANHOLE (SDMH) 0 SANITARY SEWER MANHOLE (SSMH) 0 CLEANOUT (AS NOTED) © GAS METER GAS VALVE WATER VALVE (WV) FIRE HYDRANT(FH) / CONNECTION(FDC) ® WATER MANHOLE ® WATER METER 1' BLOW -OFF / AIRVAC SIGN ® SUMP PUMP DIRECTIONAL ARROW SURVEY MONUMENT (AS NOTED) t BENCHMARK SECTION CORNER (AS NOTED) 0 FOUND REBAR/CAP (AS NOTED) O FOUND LEAD/TACK Z�l SURVEY CONTROL STATION PROPERTY LINE ( HANDICAP CONCRETE GRAVEL/SAND (AS NOTED) ASPHALT BUILDING LINE X - CHAIN LINK FENCE WOOD FENCE v BARBED WIRE FENCE �r HOGWIRE FENCE W - WATER LINE c GAS LINE -T(xx)- OVERHEAD/UNDERGROUND TEL. LINE -P(xx)- OVERHEAD/UNDERGROUND PWR. LINE -so- STORM LINE - ss SEWER LINE TREE LEGEND: W FOUND MONUMENT IN CASE SSMH T-2 2.5" I.P. W/3" BRASS DISK W/"X" RIM=203.51' I STAMPED "APEX ENG 34130" 8'" PVC I.E. N=191.01' " (DECEMBER 2014) 8 PVC I.E. E=190.91' SSMH T-2 RIM=203.99' 8" PVC I.E. W=190.61' 8" PVC I.E. S=190.51' � I i EXCEPTIONS: 8. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: (PER FIRST AMERICAN TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE NO. 5003353-2577428 RECORDING INFORMATION: 9001181206 DATED DECEMBER 28, 2015) IN FAVOR OF: PACIFIC NORTHWEST BELL TELEPHONE COMPANY FOR. UNDERGROUND COMMUNICATION LINES AND MANHOLES AND CONDUITS (PLOTTED HEREON) 1. TAXES WHICH MAY BE ASSESSED AND EXTENDED ON ANY SUBSEQUENT ROLL FOR THE TAX YEAR 2015, WITH RESPECT TO NEW IMPROVEMENTS AND THE FIRST OCCUPANCY WHICH MAY BE INCLUDED ON 9. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON SAID PREMISES FOR SOUTH 356TH THE REGULAR ASSESSMENT ROLL AND WHICH ARE AN ACCRUING LIEN NOT YET DUE OR PAYABLE. STREET AS GRANTED BY DEED RECORDED APRIL 5, 1991 UNDER RECORDING NOS. 9104051109, (NOT SURVEY RELATED) 9104051110, 9104051111, 9104051112 AND 9104051113. (NOT PLOTTABLE) ASSIGNMENT OF INTEREST TO THE CITY OF FEDERAL WAY, RECORDED UNDER RECORDING NUMBER 2. LIABILITY FOR ANY OFF RECORD ASSESSMENTS, IF ANY. (NOT SURVEY RELATED) 9210010327. 3. FACILITY CHARGES, IF ANY, INCLUDING BUT NOT LIMITED TO HOOK-UP, OR CONNECTION CHARGES 10. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: AND LATECOMER CHARGES FOR SEWER, WATER AND PUBLIC FACILITIES OF FEDERAL WAY WATER AND RECORDING INFORMATION: 9104051121, 9104051122, 9104051123, 9104051124 AND 9104051125 SEWER DISTRICT AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NO. 8608041129 AND IN FAVOR OF: KING COUNTY 8905120210. (NOT SURVEY RELATED) FOR: SLOPES AND UTILITIES (PLOTTED HEREON) ASSIGNMENT OF INTEREST TO THE CITY OF FEDERAL WAY, RECORDED UNDER RECORDING NUMBER 4. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: 9210010327. RECORDING INFORMATION: 7404230479 IN FAVOR OF: PUGET SOUND POWER & LIGHT COMPANY, A WASHINGTON CORPORATION 11. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: FOR: WIRE OVERHANG BETWEEN: FEDERAL WAY WATER AND SEWER DISTRICT THE GRANTEE'S INTEREST WAS ASSIGNED TO THE STATE OF WASHINGTON BY INSTRUMENT RECORDED AND: FEDERAL WAY COMMUNITY CENTER UNDER RECORDING NUMBER 8207290576. RECORDING INFORMATION: 9106240811 (NOT PLOTTABLE) (EASEMENT STRIP IS WITHIN PUBLIC RIGHT--OF-WAY, HOWEVER BLANKET PORTIONS STILL AFFECT SITE) 12. CONDITIONS, NOTES, EASEMENTS, PROVISIONS AND/OR ENCROACHMENTS CONTAINED OR DELINEATED 5. AN EASEMENT RESERVED IN A DEED, INCLUDING THE TERMS AND CONDITIONS THEREOF: ON THE FACE OF SURVEY JOB NO. 4391 RECORDED IN KING COUNTY, WASHINGTON AS INSTRUMENT RESERVED BY: NORTHWEST JUNCTION PROPERTIES, A JOINT VENTURE CONSISTING OF JAMES H. WHITE NO. 20051114900006, INCLUDING BUT NOT LIMITED TO THE FOLLOWING MATTERS: AND SUSAN E. WHITE, HUSBAND AND WIFE; AND JAMES M. RANDAHL AND SUSAN A. RANDAHL, HUSBAND GRAVEL DRIVE ENCROACHES (NOT PLOTTABLE) AND WIFE FOR: INGRESS AND EGRESS 13. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "RIGHT OF ENTRY RECORDED: MAY 28, 1976 AGREEMENT" RECORDING INFORMATION: 7605280243 (PLOTTED HEREON) RECORDED: JULY 12, 2007 RECORDING NO.: 20070712002433 (PLOTTED HEREON) 6. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: SAID INSTRUMENT IS A RE-RECORDING OF INSTRUMENT RECORDED UNDER RECORDING NUMBER RECORDING INFORMATION: 8510311008 20070705000559. IN FAVOR OF: LAKEHAVEN SEWER DISTRICT FOR: SEWER MAINS WITH THE NECESSARY APPURTENANCES (PLOTTED HEREON) 14. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "RIGHT OF ENTRY" RECORDED: SEPTEMBER 25, 2007 7. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING NO.: 20070925001770 (PLATTED HEREON) RECORDING INFORMATION: 8512200564 IN FAVOR OF: LAKEHAVEN SEWER DISTRICT, A MUNICIPAL CORPORATION 15. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: FOR: SEWER MAINS WITH THE NECESSARY APPURTENANCES RECORDED: APRIL 22, 2009 (PLOTTED HEREON) EASEMENT IS OFFSITE HOWEVER TEMPORARY CONSTRUCTION PORTION AFFECTS RECORDING INFORMATION: 20090422001838 PROPERTY IN FAVOR OF: PUG ET SOUND ENERGY, INC., A WASHINGTON CORPORATION 90UNDARY AND TOPOGRAPHIC SURVEY o8 CHAINLINK FENCE LIGHT STANDARD SUMP 10/1o/1a/to/1o/1o•M LIGHT Upp / PUMP 17•CED Q, SEWER EASEMENT t °i REC#8512200564 - /� � ti JBOX TEL. VAULT pm pkk t - N - - - - - - - - - - - - - - _ _ _ _ _ OFFSITE BUILDING V !WATER IL iMH - - - - - - - ----- --- OFFSITE BUILDING ---- VALVE f CHAINLINK FENCE �i/_ ii/_�/ / / f FOUND MONUMENT IN CASE J / / t -2i o - -� �G/ /11 /_L G/ / 2" I.P. W/TACK 0.45' DEEP I , / OUTL RAGE LLC �, 4y (DECEMBER 2014) `24 __= CHAINLINK FENCE WATER ,- I a " 1 w t '73°M 2s"OEo �z/12'A /� �v _ cEo -� 2s cE �- - `- -�- _ �� MEt'ER / I 7 j \ SANITARY STU ! _ WCED �7 l • N. LINE OF S. 385' _ •t5'M1 j�� TOE •to"CHER i'� /' N "�.'--� j � 19,COT Zos -�,� �� J I �. . n / 29 (D ! I ! j N Ito/to•M os 7/7/7/7/T��--.� ti_� HYDRANT a M �,f . ) ly S - (I taA S1"A '`.._...� '--' f -'--- - << 31 59.f SSMH T-2 fj \ •24"CEO 5 - 14"F ca / ii 23'F • �,,'R6"Cm • r N i # •6"cEo `. DITCH j • (( %/ , £26 { 28"Cm �Q� � " � RIM=210.07' / 15"CED 22"Cm J 76 A 26^Cm AJ� " t �. 23'Cm • 15"�28"CEO 1 7 M �'t: JJ / a-- acED • TOP 3�M , 8" PVC I.E. N=201.34' I s' -''�� • 33�U:A----- 14"CED • zo°A ,/ i N N (2) IRRIGATION zo"cEo cm * t N tt / 8" PVC LE. S=201.24' // • • • 36"CED ` ; ` N 28CED �26"CED 1 / a6"M SI AL BOX ,� Esc BOXES (175 ° /( $ , 5"CED •32"F -/ _�_ Lo02s=cE�D, / • TOE 9 �` / / 8.. D.I. I.E. W=201.34' 42"M TEARY OP' • M / I "'2n� /14"COT •ii 10CED COT •• RIGHT- F-ENTRY7+1 147A 46"cm REC#2007r9250017706"D• 24°COT 'M 7 - � to �*✓ .-" """..__ � ._.,.��-'�-F � f / ,�� N / �' 9,m 14"COT 20"COT tl� �'.� i ^� �.`L 20�7"Cm 6 /I 73"C a^' _ k \ f ON / Q� I. LEGAL DESCRIPTION: a �-"!� •v 22"Cm / N ti • • 15 C i i "CED 28/28"M c" / s= ,��5 o 'CED 17"CED�� L• M / / (PER FIRST AMERICAN TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE N0. •25"COT / / �� -J N QU,�� N 'r / / %'O� cm 7"cEo �~•-' is- C��t~cE_D ICED o �) 5003353-2577428 DATED DECEMBER 28, 2015) . I 9/9°M 7/7"'M \./ ` / O V / % % V • •� 19'F' i • CB STD GRATE T-1 I .21"F / ` N N" EDGE OF WATER f �t i-1 "A 7"CED s"CED ~� j RIM=208.68' REAL PROPERTY IN THE COUNTY OF KING, STATE OF WASHINGTON, DESCRIBED AS FOLLOWS: 9/9/9/9/9"M 15 A � �� // -�� .-. . // 14% -.._� t6, 12" D.1. I.E. S=204.78' • j 14"M `1 12„M • 24"CED •16•A • - THAT PORTION OF THE SOUTHERLY 415.00 FEET OF THE NORTHWEST QUARTER OF THE / I 3s'cEo / • - %' 3"M LIGHT' TA DARD NORTHEAST QUARTER OF SECTION 29, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING 7n 3 "ceo is"M • •3°"ceor ^. �, N / . '� / j CB STD GRATE T-1 ROCKERY M • • / N , �` / 'LIGHT JB COUNTY, WASHINGTON; 20z ��, / g7s"A / 7" � XED--2 C / � r RIM=210.12' 1 f Z 2 F 2s"CmcEo i •� % ' _ .! . 6'cEo .. Y 15" CONC I.E.W=205.57' w. 1 • ceo 14"cEo �7 Al ! 7•M a^cm C i/ EXCEPT THE NORTH 30 FEET THEREOF, AS CONTAINED IN FULFILLMENT DEEDS UNDER RECORDING SSMH T-2 � .1 / •1 "fie N /�' • / f� V7•i� •zs'ceo 12" CONC I.E. N=206.82' NUMBERS 89051$1096 AND $905181102; d •19 ` 19"A N N / % , f 1a"M • \ g^M • 14"CED-r �a y 12" CONC I.E. S=206.77' RIM=203.50' 1 oq zs"CED f 11"M a 3" 1 22COT • • 16'M �32"CED i 40"CED 06~M • O u in". r� w' �" zz'F , / r ! 26"CED "J AND EXCEPT THAT PORTION LYING SOUTHERLY AND SOUTHEASTERLY OF THE NORTHERLY LINE OF 8" PVC I.E. N=192.90' 1 t • 3o"CED 6"CHER • • �� SOUTH 356TH STREET AND EAST OF THE WEST LINE OF PACIFIC HIGHWAY SOUTH SR 99 AS 8" PVC I.E. S=192.80' 1 t / • ti �ts°M • t RIGHT TURN t A4` / ^� ( ). i, 22'COT I TOP � O' INGRESS & EGRESS \ 24/16'M to^CED LANE SIGN _ `' DESCRIBED IN DEEDS RECORDED UNDER RECORDING NUMBERS 669248 AND 1778238, $" PVC I.E. W=192.70' t r ,/ / �• 24"CEp 14'COT 30'CED q44 .: f� / 4LASEMENT REC#7605280243 ✓ , 14"M N �/� • 24 cEo • I •1z"COT ,�, o6,, / z7Cm I 4 ; * / 10"CHER • rz • RESPECTIVELY; /9"M • • 7°COT 7 COT 4+ `'�.. • 3"` '� " • 19"COT COT 14•COT -� Y / •22 M •18"M 1§M 6 M #7°DOT • zCo • 7~cor AND EXCEPT THAT PORTION CONDEMNED FOR HIGHWAY PURPOSES IN SUPERIOR COURT CAUSE / 1 \ 13°COT \ 11" • (2) IRRIGATION 0 ES / ry / 14"COT • I --_`_ TM • � • cor ��'� � 6"CED � � S'` `�' �' NUMBER 81-2-05952-0; 1 8"CHER �G \ 11•COT 26"C • 3 ! E4, 9"a M 7 / `10 o 6'CDT JJJ " ♦ ._-_ _ ! //// &&'' • 26"CED � � 7 N � • 1 COT �. 16118�0T 10"C • � � � EQ---" � - � j /r -' • •;M • / • ` J • 1 •6"cor 9'COT9"COT 6"y/T ,o"co� AND EXCEPT THAT PORTION CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEEDS .2�" 24"F \� / / a"CHER •i7"COT 10/10"�TJ 9"COT 9"COT/ • • • JWV 10"C T '• � 1 36"Cm • 32"Cm �/ 36"CED •70"COX 9"coT • `�IGHT• STANDARD RECORDED UNDER RECORDING NUMBERS 9104051109, 9104051110, 9104051111, 9104051112 1 • 32` D .8"A • r-�� \ 14"COT • • 6"COT 10"COT / I� TOE • 7°A ( 1a"coT\ s^A •s"a • 7"coT 1*2 / • j �" AND 9104051113; f 8"M l • . f�'ib'e6r •I1"Coio'coT LIGHT ,' " tc I" l //! • // / 12'M ,ti / s`A 7^cor- • • �` / AND EXCEPT THAT PORTION CONVEYED TO THE CITY OF FEDERAL WAY FOR RIGHT OF WAY, BY O { 1 •28°F /// 9"CHER ! 32•CEI / • HER 11"C6 COT 12"COT JB`tiX r! '..,.,/ - /,`. �� I 1 z4~Fj f.7 • n 11"M { ( • - • CHE, • 1o"coT 1 6"cor 6•COT DEED RECORDED UNDER RECORDING NUMBER 20070705000558 AND RE -RECORDED UNDER I co 00 i • / \} J J 7 A �s'A •za"cor . ^CHER 14 c}�„(^ • ; tti f / RECORDING NUMBER 20070712002432, LYING SOUTHEASTERLY OF THE FOLLOWING DESCRIBED � UO D. /:.A $9"A ` 232� 39CE0 s7� �7A 1` F ` 8•COT� 13"COT $-fir S 10"COT / l y! fl LINE: g I cU�-�- \ .•--" • l 33'Cm • 7"A ,�C i : "w .01 1 �' cYJ \ ��...--�'. 37"CED 7,y17 A 7"coT t 1o"A 47 i o dbj a"M I \ • `-164,90 •7 A 7 coy �34"cm ( 1O"A 'A r ` COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 29; ,.E 01 • 0M � 27" •10"M �f i • j 8"a it° 9A •is"CE.6"A f •1O"a ,scoT TEMPORARY ~ TOE /�7 t THENCE ALONG THE NORTH LINE OF SAID SUBDIVISION, NORTH 88.32'26" WEST 1581.01 FEET TO 1 jti 0� I N ► ' (- ��25 / �e°c°T •7°A • RIGHT -OF -ENTRY TOP THE MONUMENTED CENTERLINE OF PACIFIC HIGHWAY SOUTH (SR99); .1'°M 13"A % REb#20070712002433 ' _ THENCE ALONG SAID CENTERLINE, SOUTH 22"47'51" WEST, 963.50 FEET TO A MONUMENT IN A U U fit' 28/16"CEO 0 I 35"CED 75 �' 1 rn o 1 U w 6"A f i 1o"A SIGNAL CABINET STEEL CASING BEING A NAIL SET IN CONCRETE AT THE CENTERLINE OF SAID PACIFIC HIGHWAY �s" • ' •- i 'cOr •2z°cor o coT • PEDESTRIAN SIGNAL f / 1 U cy 1 1- a" 1 "M \ Ito a • 6"A ; ct SOUTH; -. E w "M LIGHT 1O"A 9"A •11"a • 6tOr t •14cor &�" THENCE CONTINUING ALONG SAID CENTERLINE, SOUTH 22'48'31" WEST, 48.33 FEET TO THE I N - • STANDARD • 15'M • 1a•co 17"CED 29"M to/tojtolto~M / j w TCHER • s A 10"A 7; • . ` SOUTH LINE OF THE NORTH 30 FEET OF SAID SOUTHERLY 415 FEET; CB STD GRATE T-1 i z .w "' 27 cEo s"M 7"A POWER POLE 3z/1o"CED _40"CED • 9"COT KEYSTONEAL o.g 4 • • zz°cor 1o"coT t S 2' 05"VY .2 .98 THENCE ALONG SAID SOUTH LINE, NORTH 88'32'11" WEST, 53.68 FEET TO THE WESTERLY MARGIN • s"A o^cor y / OF SAID PACIFIC HIGHWAY SOUTH AND THE TRUE POINT OF BEGINNING OF THIS LINE RIM=203.36' i w LIGHT 7AW UG WIRE to~A 7'M 7 "A * 6"CED 14"COT 34"CED • 7 7 COT I • • 7"A 7A • TA • (2) SIGfC P DESCRIPTION; o.."' 39 F 7° 10' POWER EASEMENT • 7~A • % to cor SLOPE EASEMENTS s"coT" B ES D E 12" D.I. I.E. E=200.56' N , JBOX 6"a • g M L7"A • 16'COT 6"COT 9"COT COT a I 12" D.I. I.E. W=200.66' % • REC#2009042200183$ t7•A s" 7"A % • 6"coT I s A 7A 7 A . i•OWER POLE ARM REC 9104051121 = •'� THENCE CONTINUING ALONG SAID SOUTH LINE, NORTH 88'32'06" WEST, 12.88 FEET TO A POINT "M Z s"A 11"A • • • o (2) SIGNAL CABINETS S88'3t 59 E • s" r s F �� SLOP B 62.00 FEET WESTERLY, AS MEASURED AT RIGHT ANGLES, TO THE CENTERLINE OF SAID PACIFIC TEL. M/H I _ 32"CED • 20MPH SIGN POWER POLE HROUGH REC#9104051125 12"coT ocoT �• 22.22 •to" HIGHWAY SOUTH; COMMUNITY �, / • 22"cEo sM TEL. EASEMENT NO TRUCKS BIKE LANE 7"coT CB STD GRAT T-1 THENCE PARALLEL WITH SAID CENTERLINE, SOUTH 22`48'31" WEST, 186.92 FEET TO A POINT ON CENTER SIGN V HYDRANT SIGN MERGE PEDESTRIAN g a • (LARGE LAMINATED) " CEo SIG�{, to°cor N3 5 0 7� - POWER POLE ARM • •25"CED REC 9001181206 SIGN '-- 7 coT W , - MAILBOX 1 -s-[6* -- IG T STANDARD •10'COr SO1'28'O1"W SIGNAL S WER EASEMEJ / RIM-202.37' THE WESTERLY LINE OF THAT DEED RECORDED UNDER KING COUNTY RECORDING NUMBER -� L 8• t/ �C#8510311008 , 12" D.I. LF� SW=198.62' 20070712002432 AND THE TERMINUS OF THIS LINE DESCRIPTION. �•_ ,,. :. T'.. p _.. ts"cE __-- ` � � � 't (�LOCATI 12 D I N=198 62 BUILT I. . TOGETHER WITH THE RIGHT OF ENTRY OVER A PORTION OF THE ADJOINING PROPERTY, SUBJECT .. CONTAINED IN INSTRUMENT RECORDED UNDER KING T Z. TO THE TERMS AND CONDITIONS THEREOF GAS VALVE o ANCHOR R' W PER' REC 91'04051109 COUNTY RECORDING NUMBER 2007D925001770. X"M X" MAPLE TREE 1 RIM=202.96' 12" D.I. I.E. E=199.56' 12" D.I. I.E. W=199.56' FOR: ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM (PLOTTED HEREON) - )Jmrn w mow. _ w_-- w w( T __ F �_ 7. i A(pk - RIM=202.06' 12" D.I. I.E. E=198.64 12" D.I. I.E. W=198.64 CB STD GRATE T-1 RIM=200.84' 12" D.I. I.E. E=197.30' 12" D.I. I.E. W=197.34' H/C SDMH RIM=199.48' 18" CONC I.E. S=195.43' 18" CONC I.E. N=195.48' 16. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: 20131224000787 IN FAVOR OF: BROOKLAKE COMMUNITY CENTER FOR: ACCESS AND UTILITIES EASEMENT (PLOTTED HEREON) 17. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: 20131224000788 IN FAVOR OF: BROOKLAKE COMMUNITY CENTER FOR: ACCESS AND UTILITIES EASEMENT (PLOTTED HEREON) 18. GENERAL TAXES FOR THE YEAR 2015, WHICH HAVE BEEN PAID. TAX ACCOUNT NO.: 292104912707 CODE AREA: 1205 AMOUNT: $ 16,880.34 ASSESSED LAND VALUE: $ 1,188,800.00 ASSESSED IMPROVEMENT VALUE: $ 0.00 (NOT SURVEY RELATED) " 'RIM 205.08' HORIZONTAL `DATUM: 8"'PVC I.E. SE=188.4 HORIZONTAL DATUM FOR THIS SURVEY IS NAD 83 91 PER CITY OF FEDERAL WAY. CITY OF a1�L� MH 47 FEDERAL WAY HORIZONTAL MONUMENT NO. FW120 WAS HELD FOR POSITION, AND A LINE BETWEEN SAID MONUMENT NO. FW120 AND MONUMENT NO. FW122 WAS HELD FOR ROTATION, BEING SOUTH 57"50'22" WEST. 1 SSMH -` - - RIM=200.77' VERTICAL DATUM: 12" CONC I.E. N=185.92' VERTICAL DATUM FOR THIS PROJECT IS NGVD29 PER CITY OF FEDERAL WA. CITY OF FEDERAL Op 12" CONC LE, S=185.82' WAY VERTICAL BENCHMARK NO. 2200-31 WAS HELD FOR ELEVATION, BEING 241.50 FEET CB CURB INLET T- 8" PVC I.E. NW=187.32' (NGVD29). o RIM=201.11' \Pr A*\ 12" D.I. I.E. NE 196.96' / REFERENCE ECORD O SURVEY, REC. N0. 20051114900006 R1) 12" D.I. I.E. V96.96' 1. VA GAS \gyp� 18" CONC I.E. SE=196.9 2. BLA 05-100962-00-SU, REC. NO. 20051108900001 (R2) VALVES POWER POLE 3. RECORD OF SURVEY, REC. NO. 20080506900009 (R3) W/UG WIRE SDMH 9 & TRANSFORMER DATES OF SURVEY: RIM=200.82' FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS, INC. CONDUCTED IN DECEMBER, 2013. 18" CONC I.E. NW=196.22' 0"7 ALL MONUMENTS SHOWN AS FOUND WERE VISITED AT THAT TIME. 18" CONC I.E. SW=196.12' PROCEDURE / NARRATIVE: A FIELD TRAVERSE USING SPECTRA PRECISION FOCUS 30, AND A TOPCON GR-5 SUPPLEMENTED FOUND MONUMENT IN CASE WITH FIELD NOTES, WAS PERFORMED, ESTABLISHING THE ANGULAR AND DISTANCE RELATIONSHIPS 2" I.P. W/TACK 0.45' DEEP BETWEEN THE MONUMENTS, PROPERTY LINES AND IMPROVEMENTS. THE RESULTING DATA MEETS (DECEMBER 2014) OR EXCEEDS THE STANDARDS FOR LAND BOUNDARY SURVEYS AS SET FORTH IN WAC 332-130-090. SURVEYOR'S NOTE: 1. ALL MEASUREMENTS ARE IN U.S. SURVEY FEET GROSS LAND AREA: LOT AREA=181,705t S.F. (4.171t ACRES) ASSESSORS PARCEL NUMBER: 292104-9127-07 SITE ADDRESS: 35505 PACIFIC HWY S, FEDERAL WAY, WASHINGTON 98003 VEST'EO OWNER: CLERGET EVERGREEN LIMITED PARTNERSHIP, A WASHINGTON LIMITED PARTNERSHIP SURVEYOR'S CERTIFICATE: THIS IS TO CERTIFY THAT THIS MAP AND THE SURVEY UPON WHICH IT IS BASED WERE MADE BY ME OR UNDER MY DIRECTION AND CORRECTLY REFLECTS THE CONDITIONS OF THIS SITE AS OF THE DATE OF THE FIELD SURVEY ON DECEMBER 10, 2014. 4r�_ �;,lz, BRIAN D. GILLOOLY, P. WASHINGTON REGISTRA' NO. 46315 3/28/16 DATE APR 0 4 2016 CITY OF FEDERAL WAY CDS D • G 1< WASH F 46315 0 / S T , S`�4 3/28/16 c 0 i a Q Q IA I Z 0 N Z W > co U U_ 0 00 UJI QW cj Z Q LU V W CL LLI V O aC t3 y Y Q Z Q N LU CL UJI Z 0 W t_ O z � m • • a � J W U a Z _j M Z co Z I- 0) w ° a N > W 2 cf) Z C) O LU Y IS 0 M ■ • ■ T r L 0 LL. o' o 6 v N U to 0 - c.4 II Y m en 00 y M Y 2 I U L m .r. 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