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08-103608 PLANS• 1~ 0 0 J w Cn 0 N / In 0 i' T 0 -0 0 C_ Cn 0 / ISM 33'47�( 501� CHORC -1'05°1--- " nrr�unu� u,i, , LEGEND K C • • -K' KK HEAVY DUTY s PAVEMENT STANDARD DUTY C PAVEMENT PAVEMENT PER ARCH. PLANS CONCRETE SIDEWALK PAVEMENT STAMPED CONCRETE PAVEMENT 18" CONCRETE CURB & GUTTER PIPE BOLLARD /`� TENbING THE I �fdF S16A1 [ I AN ' ;: ti IT. AD K M SHALL BE MARKED WITH BLOCK LETTERING A MINIMUM OF EIGHTEEN (18") INCHES IN HEIG AND WITH A THREE 3" INCH BRUSH STROKE READING: "NO PARKING — FIRE LANE". LETTERING SHALL BE YELLOW AND SPACED AT NO MORE THAN FIFTY (50') FOOT INTERVALS. FIRF I ANF STRIPING NUMBER OF PARKING STALLS PER ROW "C" — COMPACT STALL —x-x- CHAIN LINK FENCE C-8.5 CART CORRAL (FURNISHED AND INSTALLED BY LOWE'S) RETAINING WALL 3 EA.,' — — — — — — — — FIRELANE STRIPING r GRAPHIC SCALE 40 w ( IN FEET ) 1 inch = 40 ft. SCALE: 1 "=100 SITE KEY �A 6" WIDE FIRE LANE STRIPING PAINTED TRAFFIC 1 YELLOW WITH "NO PARKING FIRE LANE" PAINTED WITH 4" HIGH WHITE LETTERING AT 25' ox. © EXIT PORCH. SEE ARCHITECTURAL PLANS FOR EXACT SIZE, LOCATION FOR STOOPS, STAIRS AND/OR RAMPS THAT MAY BE REQUIRED. RAMP PAVEMENT FLUSH WITH THE TOP OF STOOP. 6"0 PIPE BOLLARD TYP. SEE ARCH. PLANS PAD MOUNTED TRANSFORMER. REFER TO ARCHITECTURAL PLAN FOR EXACT LOCATION AND SLOPE. CONTRACTOR TO COORDINATE WITH PUGET SOUND ENERGY FOR DETAILS. CONCRETE COMPACTOR PAD. REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND SLOPE. ACCESSIBLE PARKING SPACE TYPICAL. SEE DETAIL SHEET FOR ACCESSIBLE PARKING SPACE SIZE, SIGN AND SYMBOL ("VAN" —INDICATES VAN ACCESSIBLE SPACE) CART CORRAL, TYPICAL, PROVIDED BY LOWE'S 18" CONCRETE CURB AND GUTTER TYPICAL. CONCRETE SIDEWALK CURB RAMP DETAIL PAINTED DIRECTIONAL ARROW TYPICAL, PAINTED WHITE, EXCEPT AS NOTED LIGHT POLE BASE (TYP) R7ER TO SITE LIGHTING PLAN. SEE SHEET C-4.0 ® "STOP" SIGN 12" STOP BAR (TYP) NO CHAIN LINK FENCING ON RETAINING WAQLL. SEE RETAINING WALL DESIGN B`' GEOTECH. PEDESTRIAN STAMPED CONCRETE CROSSWALK REVISIONS OPRE -BID SET POST BID SET ISSUE DATE ISSUE DATE DATE DESCRIPTION 10.26.06 © SIGHT DISTANCE REVISION 10.26.06 © NW DRIVEWAY CHANGE 09.01.06 1� SITE PLAN REVISION #1 07.17.06 ®j MYLAR SUBMITTAL 07.13.06 0 BUILDING PERMIT RESUBMITT 07,10.06 n BUILDING PERMIT RESUBMITTAL A�LIN cox W co coo v� O ti m 4 1 m 2: In N OV z LnLoG'_ I— IL 0 dam+ C En cn c »` Lu :..: I) O N ` Mill N LOWE'S HIW, INC. 1530 FARADAY AVE., SUITE 140 CARLSBAD, CA 92008 760.804.5300 (V) 760.918.9112 (F) : ®_ THIS DRAWING IS THE PROPERTY OF LOWE'S HOME CENTERS, INC. ANY USE OR REPRODUCTION IN WHOLE OR PART IS PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF LOWE'S HOME CENTERS, INC. COPYRIGHT 2001 ALL RIGHTS RESERVED Ll • za Om o w Y Z U w T U m Q z 000 "`�'+?w.am�•z;x. ;.c<R.:��<aawxuxixaa �aca>.a>:,c::....,....r?uo-::c>sx;r;.;�..:.,...,.::s3 Y'����Z�:`q:\.. Ze �j r�3'C y � ``c ;^ _ _` © PEDESTRIAN CROSSWALK. EDGE LINES PAINTED C-8.2 z Q �'t CALL 48 HOURS LL BEFORE YOU DIG SYSL/8 WITH INSIDE STRIPING PAINTED SYSL/4 AT » i t 1L . 0 2008 Q —� 1-800-424-5555 2 —0 o.c. 45� PERPE(�DICULAR TO EDGE LINES. (� W •� N RECEIVED W W Z ® 1500 GALLON DIESEL STORAGE TANK AND GENERATOR. W 0 � PARKING DATA PARKING REQUIRED: COMBINED PARKING PROVIDED: RETAIL = 1 STALL / 300 SF FLOOR AREA EXISTING STALLS TO REMAIN LOT 1 = 146 STALLS STANDARD STALL SIZE: 9' x 18' NEW LOT 1 — EXISTING LOWE'S SITE: = 367 STALLS STANDARD STALLS LOT 1 = 6 STALLS COMPACT STALL SIZE: 8.5' x 15' ANGLED CO�,PACT STALLS LOT 1 = 26 STALLS CONTRACTOR STALL SIZE: 10' x 18' PARKING RATIO = 2.7 / 1,000 GSF STANDARD STALLS LOT 2 = 528 STALLS ANGLED (30') NEW LOT 2 — NEW LOWE'S SITE: = 563 STALLS COMPACT STALLS LOT 2 = 13 STALLS COMPACT STALL SIZE: 16.5' x 8' PARKING RATIO = 1.8 / 1,000 GSF CONTRACTOR STALLS LOT 2 = 24 STALLS ACCESSIBLE STALLS = 12 STALLSTOTAL TOTAL PARKING REQUIRED = 930 STALLS PARKING PROVIDED = 755 STALLS ® PAINTED SOLID YELLOW SINGLE LINE (SYSL) @ 4' ox. JUL 3 0 2008 r_ O W W o 45' J U. LL a ® PAINTED YELLOW "LOADING ZONE" Q 100' ox., 24" CITY OF FEDERA� ��'t • HIGH MAX. O WHEEL STOPS (LIGHT POL= BASE PROTECTION) �U 12" HIGH PLASTIC WEB FENCE, PER ARCH. 0 12' HIGH CMU MASONRY ENCLOSURE PER ARCH. ® PAVEMENT CONSTRUCTION JOINT C-8.3 ORIGINAL 4-8_2005 ISSUE DATE: OUT TO BID ISSUE DATE: 5-12-2006 CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: C_ 1 e 1 SHEET 14 OF 40 1 BUILDING SCHEDULE BUILDING FLOOR AREA GARDEN AREA TOTAL EXISTING 110,025 SF 16,226 SF 126,251 SF PROPOSED 136,999 SF 31,712 SF 168,711 SF COMBINED 245,617 SF 31,712 SF 278,736 SF * 16,226 SF OF EXISTING GARDEN CTR/LUMBER AREA TO BE DEMOLISHED m 41 rd a: GRADING NOTES _ G • -` ` it T, GRAPHIC SCALE 1 • THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE XCL EXISTING CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED FIELD �' ^ _ ` i 'O 0 20 40 80 160 SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED THE SURVEY PREPARED BY HICKMAN AND ASSOCIATES, INC., DATED UPON I ( IN FM .10-20-2004 AND MODIFIED BY PACE, DATED 12-15-2005. THE CONTRACTOR IS 2 RETAINING WALL TO 8E i �°I iI i inch = 40 fiA s._ J�(ai fI rl mot. RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED BP ZONE SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR 3- C-6.5 fj DESIGNED BY GEOTECHNICAL SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE 59.78 "` - C SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOW, ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 2• CAU11ON - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED AT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON _ ..RECORDS -OF---THE--VARIOUS UTILITY __COMPANIES__AND,_-WHERE__P_OSSIBLE,_ MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT BE RELIED ON AS BEING EXACT OR -COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE ' UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION. OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 3. THE SPOT ELEVATIONS INDICATED ON THIS PLAN REPRESENT THE DESIGN TOP OF PAVEMENT, UNLESS OTHERWISE NOTED. _ 4. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES .SERVING THE STRUCTURE. U11UTIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY. 5• ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY STABILIZA11ON FABRIC TO ALL SLOPES 3H:1V OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS WITH GRASS IN ACCORDANCE WITH LOCAL SPECIFICATION UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. 6• 'ALL CUT AND FILL SLOPES SHALL BE CONSTRUCTED PER THE UBC CODE AND APPLICABLE LOCAL REGULATION. ALL CUT AND FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. 7. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED -AREAS AND SHALL GRADE ALL AREAS TO PRECLUDE PONDING OF WATER. 8. ALL POLLUTANTS OTHER THAN SEDIMENT ON -SITE DURING CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORMWATER. THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS OUTLINED IN THE GENERAL N.P.D.E.S. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 9. PROPERTIES AND WATERWAYS DOWNSTREAM OF THE SITE SHALL BE PROTECTED FROM EROSION DUE TO INCREASES IN THE VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FROM PROJECT SITE. 10• CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 11. CONTRACTOR TO REMOVE UNSUITABLE SOILS LOCATED WITHIN THE BUILDINGS SPLAY LINE OF THE FOOTINGS. 12. FOR BOUNDARY AND TOPOGRAPHIC INFORMATION REFER TO PROJECT SURVEY. 13. FOR LAYOUT INFORMATION REFER TO THE SITE PLAN AND HORIZONTAL CONTROL PLAN. LEGEND EX. CONTOUR PROPOSED CONTOUR 3232 SPOT ELEVATION 1 2 1 2 TYPE I CATCH BASIN ■ c-s.1 c-s.1 c-s.4 c-s•4 1 2 TYPE II CATCH BASIN V I'tLL YO fIVVRJ BEFORE YOU DIG -800-424-5555 r U O m z � z Lou vxw0o M 0 mwwwa w�0S�wnm¢UWzO� wcr2 -F=w CI O _ a�Q �z _ TY F FEDERAL WAY Z >-Q�aow DRAINAGE NOTES uj Q z z zazW� 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY o o w Q w PRIOR TO THE PRECONSTRUCTION MEETING. ' ' w >- Q m wZ-FmMw 2. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY o j 5 " PREPARED FOUNDATION IN ACCORDANCE WITH WSDOT 7-02.3(1). THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM, THE TOP OF FOUNDATION MATERIAL, AND REQUIRED PIPE BEDDING, TO A UNIFORM GRADE SO THAT THE EN11RE PIPE ISSUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. _ 3. STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT 4 #1 OR BETTER INSIDE AND OUTSIDE. f �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o-70% PASSING; 2"-4" -BIOSW_ ALE TO BE ROCK/307o-40% PASSING; AND -2 ROCK/107.-20% PASSING. ): BY ' UNDERGROUND INSTALLATION SHALL BE IN ACCORDANCE WITH KCRS DRAWING JAUTY FACILITY NUMBER 51 OR AS AMENDED BY THE APPROVED PLANS. RECYCLED ASPHALT OR CONCRETE RUBBLE SHALL NOT BE USED. T SD-3.4 8. LOTS NOT APPROVED FOR INFILTRATION SHALL BE PROVIDED WITH )RAINAGE DRAINAGE OUTLETS (STUB -OUTS). STUB -OUTS SHALL CONFORM TO OAT ION THE FOLLOWING: A. EACH OUTLET SHALL BE SUITASLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALLFUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUB -SURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE -FLOWING, F POSITIVE DRAINAGE TO AN APPROVED STORMWATER ON CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. s B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE-FOOT HIGH, 2 X 4 STAKE MARKED "STORM". THE 5 STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE ' AND BE SECURED TO THE STAKE. n- Q. r ,�: C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAlN .�, == `� SPECIFICATIONS DESCRIBED IN KCRS 7.04 AND, IF I. t ; 0. NONMETALLIC, THE PIPE SHALL CONTAIN WIRE OR OTHER � 'N t _ ACCEPTABLE DETECTION. D. DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. ^Y E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT • f . _.... .. -. -_. ... -:.. :-.._ � ..: _�'.... .:�; .. _n- .....--v:✓•,.. -:. ..:. .: ... '.... . �.: 1;:u1 =ix�u� �. L� bxc ;..r .cV +#'. .�., _`.....;..,..,.,_.. ^f_V.'...,t ..• .. s•f E UTILITIES E. r I A r s nG '; �. �_=w-z_-"G="�-_ �JL` _ _ �_ F '� ��_:.�......_..t. ._ =>i;s 34 �'a`�„�.y �u .,.�.-w,� S+, �F� ANOUT TO GRADE SDCO 2 s,�,. �. --- '- POWER, GAS, f VF -,,fit_....-- TELEPHONE, a 0 E TELEVISION .>.,,r _ �tt'.`-,....-,w:. _ _ - , .�\ -f �..,.`� sue. n� da a zc�ar i nc7: -. . __ _, w a� K aKsuz y y mer-ate: is - SEE OFF_SITE ; ` _. ��-_.; �, ..��; �, x � � ..._.._.._-_.�.��:_��,--�� :._ _� ;� ��-- ��,.z __ F. ALL INDIVIDUAL STUB-OUTS SHALL BE PRIVATELY OWNED AND PIPE_....�__W.�.�,.:.�T..�.�_,...__- ..�., _ ..�.__..: �.�. _..._�-__--__ _�. __ .�w�:---.�-�_---__-�:�_,____ .w��-...:_._ -_. - _.._ _.. ,. _ .DIVIDE: X 22; _ _._ .__..,..-.., �,. STORM DRAIN� -° ---�--��-- � r� _ ..._ ._ _ __� ,� �- _..__ _dam _.. - = ROADWAY PCA S Y THE HOMEOWNER. -FOR-GRADING `=STORM FILTRATION Fy . 1 ...,� . �. T10N OR MAINTAINED B LOT HOMEO ER �: =WATER ' UALITY T-,.,.ED_._P WATER QUALITY STRUCTURE WQ C-6.2 C-6.3 C-6.4 c-6.5 - _ �.-_.�--�__ S - R'_._�6�. _ EN- HAARKWAY ihITHIN R.O.W._-__.:` tir., __ - __.._ Q a t .__..__.._ .�� m TREATMENTS DETENTION VAULT C-6.6 , ,,t - i ✓ f`•- r �. fin_....,.-....-. ,• i ._ ......-_. �_,�>M:3 vt Fp �. �`'•; �*�, _ DEMOLISH EX. UTILITY SAWCUT / GRADING LIMITS - - - - - ROOF DRAIN PIPE EXCAVATION PERMIT NO. 06-101878-CO FINISHED FLOOR ELEVATION FFE CUT: = 50,000 CY CITY OF FEDERAL WAY TOP OF WALL TW FILL: = 10,000 CY AS -BUILT BW NET: = 40,000 CY (EXPORT) *CONTRACTOR TO VERIFY 3/z 6 ��9 . QUANTITIES FOR BID PURPOSES. DATE PIPE SCHEDULE PIPE # DIAMETER LNG, (�O•) ® 18" 5 0.020 51 24" 122 0.018 52 12" -64-60 -6.-&+H.010 53 12" -Ot2& 0.039 0.319 STRUCTURE SCHEDULE CB# TYPE RIM IE (OUT) SIZE, MATERIAL AND DIRECTION 50 STORMGATE 256.38 -256.59t- N IE = 246.09 18' W' EX.)W IE = 246.13' E IE _ ' 246.-- TOP WEIR247.16 51 WATER QUALITY 2 ACCESS LID 255.77 24' N - IE OUT 243.60t PVC N ACCESS LID 255. 50 EXISTING CB 247.69 IE IN 238.39f 24 PVC S 48' E W EX. 53 TYPE I CB 254.52 S IE = 251.01 NE IE = 250.94 -254:58- IF IN-5894 12' 12' ADS 54 TYPE I CB 253.32 NW IE = 250.41 SW IE = 250.33 --- -fHN -25 , ^�-pyG-* 6' PVC NW 12' ADS SW 55 TYPE I CB _ E IE = 25D.12 4' PVC E W IE = 249-97 s' PVC W 56 TYPE I CB - 25533,32 PVC NE IE = 6'C NE * ADJUST RIM TO GRADE AND PROVIDE LOCKING LID NOTE: ALL TYPE II CATCH BASINS SMALL BE 48"0 0 46.32 E i V QRSM -. zm �. .. .• 04 1- ', •. . ., .. .. .. .. -. of ix z �SOo - z In Ln I-- L- C) 0 00 03 tu � N ; co LOWESS HIW, INC. 1530 FARADAY AVE., SUITE 140 CARLSBAD, CA 92008 760.804.5300 (V) 760.918.9112 (F) • 0 • THIS DRAWING IS THE PROPERTY OF LOWE'S HOME CENTERS, INC. ANY USE OR REPRODUCTION IN WHOLE OR PART IS PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF LOWIFS HOME CENTERS, INC. COPYRIGHT 2001 ALL RIGHTS RESERVED O z W Q z O m W �-- 0 Q W Y U v v Z LU Q,� ZV ''Unn i" Q Y m 0 �> 0, Z Q -N J Q LL o 1, r V O N z � 0 W� N W [� W Z U o (D LL LL a ORIGINAL ISSUE DATE: 4-8-2005 APPROVED SET ISSUE DATE: 7/17/2006 RECORD DRAWING MYLAR ISSUE DATE: 2/29/2008 DRAWING NUMBER: C-2.1 %* r V OF 40 n 0 m0 �o �0 Wcl) C m 0 m cn � N = z � c c a U. m L a)_ m C mR - m _ N 2 cr rr I I IT 0 0 m m 0 O cf) D m