Loading...
14-102458 (2)289 0 FFE KEY NOTES ■ C1 INSTALL STORMFILTER. RIM=286.5, INV (1N)=283.3, INV (OUT)=281.0 C20 tINSTALL 10 LF OF 15" RCP @ 1.0%SLOPE. REFER TO PIPE NOTES. CITY OF FEDERAL WAY DRAINAGE NOTES: REFER TO DETAIL 3/C5 O © 9 INSTALL 6 LF OF 15" RCP @ 0% SLOPE. REFER TO PIPE NOTES 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO, OR AT, THE PRECONSTRUCTION 288.85 SW 288.85 SW 288.9 SW 2$$.9 SW 288.85 SW 288.85 SW C2 INSTALL 203 LF OF 15" RCP @ 0.1 % SLOPE. REFER TO PIPE NOTES. MEETING. 288.65 PVT 288.76 PVT 288.9 PVT 288.9 PVT 288.75 PVT 288.65 PVT INSTALL FLOW RESTRICTOR, RIM=286.8, INV=283.5, SUMP=281.5. 2. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION 1N ACCORDANCE C3 INSTALL 4'x4' AREA INLET. RIM=286.7, INV=283.8. C2 REFER TO DETAIL 2/C5. WITH WSDOT SPECIFICATIONS. THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM, THE REFER TO DETAIL VC5 TOP OF FOUNDATION MATERIAL, AND REQUIRED PIPE BEDDING, TO A UNIFORM GRADE SO THAT THE ENTIRE C23 INSTALL 17 LF OF 12" RCP @ 0% SLOPE. REFER TO PIPE NOTES. PIPE IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. 63e� 88 VT 28863p C4 INSTALL 65 LF OF 12" RCP @ 0.3%SLOPE. REFER TO PIPE NOTES INSTALL 100 LF OF 12" DOWNSPOUT COLLECTOR SYSTEM. CONNECT 3. ALL PIPE IN THE ROW THAT IS IN EXCESS OF 18" IN DIAMETER MUST BE PLAIN OR REINFORCED CONCRETE. INSTALL 4'x4' AREA INLET. RIM=286.5, INV=283.4. REFER TO DETAIL C24 ROOF DOWNSPOUT TO STORM SYSTEM. REFER TO DETAIL 6105 ADDITIONALLY, IF MORE THAN 100' OF NON -CONCRETE PIPE IS INSTALLED, THE PIPE MUST BE VIDEOED TO C5 1/C5 VERIFY THE INTEGRITY OF THE COMPLETED SYSTEM. THE CONTRACTOR SHALL PROVIDE A COPY OF THE O CZ INSTALL 5` HIGH CHAIN -LINK FENCE WITH ACCESS GATE TO VIDEO TO THE CITY. _ INSTALL 66 LF OF 12" RCP @ 0.15% SLOPE. REFER TO PIPE NOTES. COMPLETELY SURROUND BOTH PONDS. REFER TO DETAIL 13/C3. 4. STORM PIPE WITHIN THE PUBLIC RIGHT OF WAY SHALL HAVE A MINIMUM DIAMETER OF 12" (8" DIAMETER DUCTILE IRON PIPE MAY BE PERMITTED ON CROSS STREET LATERALS LESS THAN 66 FEET LONG, ONLY TO 288stA 2�8sA �88sA `�88$ A 8sA 82A C7 INSTALL 4'x4' AREA INLET. RIM=286.5, INV=283.4. REFER TO DETAIL C26 INSTALL 4'x41/C5. RIM = 287.0, INV=283.5. REFER TO DETAIL 8/C5. ' JUNCTION BOX FLUSH TO CONCRETE PAVEMENT. AVOID UTILITY CONFLICT OR MEET SHALLOW GRADIENT AS APPROVED BY THE PUBLIC WORKS DEPARTMENT). 5. STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. DT t?. I'T 6. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED WITHIN A TRAVELED HANDICAP AREA TO BE ADA COMPLIANT. SLOPES SHALL NOT (,'$ INSTALL 100 LF OF 12" RCP @ 0.2% SLOPE. REFER TO PIPE NOTES. C2 INSTALL 54" DIAMETER CB OVERFLOW STRUCTURE. REFER TO ROADWAY OR SIDEWALK SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A DETAIL 7/C5 PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. EXCEED 2.0% IN ANY DIRECTION IN THIS AREA. (`� INSTALL 15 LF OF 15" RCP @ 0.67% SLOPE. REFER TO PIPE NOTES. 7. ALL DRIVEWAY CULVERTS LOCATED WITHIN THE RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE SITE EXCAVATION MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL F2' HANDICAP PARKING DETAIL G14 EXISTING (NO EXIST NV---028 REMAIN, MAI , EXIST RIM=285.49, EXIST HAVE BEVELED END SECTIONS TO MATCH THE SIDE SLOPES. 8. ROCK FOR EROSION PROTECTION OF DITCHES, CHANNELS AND SWALES, WHERE REQUIRED, MUST BE OF Ci SCALE: 1'=10' ° REQUIREMENTS: SOUND QUARRY ROCK, PLACED TO A DEPTH OF ONE FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS" C11 INSTALL 40 LF OF 15" RCP @ 0.25 /o SLOPE. REFER TO PIPE NOTES. 4%8" ROCK/40%-70% PASSING; 2"-4" ROCK/30%-40% PASSING; AND -2" ROCK/10%-20% PASSING. INSTALLATION 1. A GI= SITE. REFER ANALYSIS HAS BEEN PERFORMED SHALL BE IN ACCORDANCE WITH KCRS, OR AS AMENDED BY THE APPROVED PLANS. RECYCLED ASPHALT OR PIPE NOTES -on GENERAL NOTES: i C1 EXISTING STORM PIPE TO REMAIN ON THIS SITE. REFER NI PROJECT MANUAL. CONCRETE RUBBLE SHALL NOT BE USED. 2. FOLLOW GEOTECHNICAL ANALYSIS 1. PIPE MATERIALS SHALL BE IN 0 INSTALL 9 LF OF 12" RCP @ 1.1 % SLOPE. REFER TO PIPE NOTES. RECOMMENDATION FOR SITE EXCAVATION. 9. OMITTED A. REFER TO PROJECT MANUAL FOR ACCORDANCE WITH AND AS 3 REFER TO STRUCTURAL DRAWINGS FOR BUILDING rn rn z S. 144TH ST. SITE'. S. 348TH Si- HWY• 18 t r � cri Q. Q � NOT TO SCALE V1CINITY MAP w d• N Z Z m �o Q Y uj W a. Z O z W a w 0Z w I- O o -' cl) W Q Lp � Z O W V) oz wW Z ouj LLZ � j w f- W 0 U- z _ � tY CN - Q 00 Cn Q z Z .. z w Y u') z In u moo° N � Z oo �-� t4�a wa yam cv O o APPROVED BY THE CITY OR ADDITIONAL REQUIREMENTS. C14 INSTALL 4'x4'AREA INLET. RIM=286.7, INV=283.9. REFER TO DETAIL 1/C5 EXCAVATION REQUIREMENTS. NOTE: CONTRACTOR SHALL FIELD VERIFY PROPOSED GRADES & MATCH EXISTING. STORM WATER RUNOFF CALCULATION& APPLICABLE AUTHORITY. REINFORCED CONCRETE PIPE B. SITE CONDITIONS BASED UPON SURVEY C1 INSTALL 5'x5' RIP -RAP PAD. REFER TO RIP -RAP NOTE © a RIP RAP NOTE•s CONTRACTOR SHALL NOTIFY ENGINEER (RCP), HIGH DENSITY POLYETHLYENE HDPE N-12 ( } SUBMITTED BY OWNER. FIELD VERIFY EXISTING CONDITIONS BY DETAILED SITE C1 INSTALL 282LF OF 8" CONCRETE RETAINING WALL @ 3 FOOT HEIGHT. PLACE RIP -RAP IN ALL PLACES AS INDICATED ON THE PLAN. IF DISCREPANCY OCCURS. TOTAL PROPERTY AREA=1.20 ACRES TOTAL DISTURBED AREA = 1.20 ACRES > 1.0 ACRES THEREFORE NOf REQUIRED. , INSPECTION PRIOR TO SUBMITTING BID AND REFER TO DETAIL 4JC5 THE STONE FOR RIP -RAP SHALL CONSIST OF FIELD STONE CORRUGATED METAL PIPE (CMP) BEGINNING CONSTRUCTION. NOTIFY OR ROUGH UNHEWN QUARRY STONE AS NEARLY AS MAY BE USED AS ALLOWED BY ENGINEER IF EXISTING CONDITIONS DEVIATE C1 INSTALL 220 LF OF 8" CONCRETE RETAINING WALL @ 2 FOOT HEIGHT. UNIFORM, IN SECTION AS PRACTICAL. THE STONES SHALL LOCAL GUIDELINES. SUBSTANTIALLY FROM THOSE INDICATED REFER TO DETAIL 4/C5 BE DENSE, RESISTANT TO THE ACTION OF AIR AND WATER, 2. ALL PIPE IS TO BE INSTALLED HEREIN. AND SUITABLE IN ALL ASPECTS FOR THE PURPOSE PER THE MANUFACTURER'S C18 INSTALL 7,8�0`SO. FT. OF POROUS CONCRETE PER KING COUNTY INTENDED UNLESS OTHERWISE SPECIFIED. ALL STONES REQUIREMENTS AND MEET COVER SURFACE WATER DESIGN MANUAL 2009 SECTION C.2.6.2 USED AS RIP -RAP SHALL WEIGH BETWEEN 50-150 POUNDS REQUIREMENTS PER THE EACH, AND AT LEAST 60 PERCENT OF THE STONES SHALL MA OF CTURER �` '`' 5•) INSTALL 2 8UO SQ FT OF POROUS CONCRETE PER KING COUNTY 0 P PROJECT DESIGN AREA = 1.20 ACRES REFER TO SEPARATED TECHNICAL INFORMATION KF-PORT FOR DETENTION DESIGN. CITY OF FEDERAL WAY STANDARD PLAN NOTES: 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FEDERAL WAY REVISED CODE (FWRC), APPLICABLE ORDINANCES, AND THE CITY A >, C19 WEIGH MORE THAN 10 OUNDS EACH. STONES SHALL BE A , COUNCIL CONDITIONS OF PROJECT APPROVAL. THESE DOCUMEhITS ARE SUPPLEMENTED BY THE STANDARD SPECIFICATIONS FOR ROAD, SURFACE WATER DESIGN MANUAL 2009 SECTION C.2.6.2 MINIMUM OF 12" IN DIAMETER AND PLACED A MINIMUM OF BRIDGE AND MUNICIPAL CONSTRUCTION WSDOT/APWA ,THE KING COUNTY ROAD STANDARDS(KCRS),AND THE KING COUNTY SURFACE �t<<` etc ¢ $ `i3.,. g t;�rjG`�F ,' ; WATER DESIGN MANUAL (KCSWDM). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL ENGINEER TO 18 BELOW FINISH GRADE. ,� t ( ) , 0 { 0�0 CORRECT ANY ERROR OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT �J 2t3q 8 ! LOT A CITY OF FEDERAL. WAY 0�t10 yiF•�`` _y r t- s0 ZONE COMMERCIAL ENTERPRISE SI°RN I)' l 5� r NO ADDITIONAL COST OR LIABILITY TO THE CITY OF FEDERAL WAY. QiNNER: BOUNDARY LINE ADJUSTMENT �A{t �"99-0005,�Y �Aa) , ' o J 2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE FEDERAL WAY ENGINEERING REVIEW CHECKLIST. Ey!¢T}NG BUILDING KC IN'1,107MENTS LLC VOL. 140 PGS 243-2 RE cq$�. 200010099 0005 l - cb r o r ' ${��~' cr - , u •} r SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE CITY ENGINEERING PLAN REVIEWER. ANY VARIANCE FROM ADOPTED gar=, (BANK) 34600 PACIFIC HIGHWAYS g11,�, , �R $�`N� p5pN�L %i ?A STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF FEDERAL WAY, PRIOR TO CONSTRUCTION. i 2`�" / 1 o 3. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (I.E. DOMESTIC � '',c�a , ` 1 STORY WOOD l=RRME T.L. N0. 202104-9064 y .NOBASEMENTG tN WATER CONVEYANCE SEWER CONVEYANCE GAS ELECTRICITY ETC.) tCCN��-�SDMH ��pR r ,;SHALT DRIV` 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, APRE-CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF FEDERAL �I Tci BANNER BANE '� r WAY, THE APPLICANT, AND THE APPLICANTS CONSTRUCTION REPRESENTATIVE. CON =�C. W 5. A SIGNED COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. NC. WALK � ` -�. CONC. WALE • � ,� / / � � _ � _ J ' � � /t • ,;;� I g, CUR6 cur �. �3312 46 W L C6 6. CONSTRUCTION NOISE AND ACTIVITY (ON PRIVATE PROPERTY) uHALL BE LIMITED AS PER FWRC (SECTION 19.105.040)• NORMALLY THIS IS 7:00 ------ A.M. TO 8:04 P.M, MONDAY THROUGH FRIDAY, AND 9;00 A.M. TO t3:00 P.M. ON SATURDAYS. /2 I Cp,IC. VERT. CURB CURB CUT _ g{}- _ �------ ,y ` / { 7. CONSTRUCTION ACTIVITY WITHIN CITY RIGHTS -OF -WAY SHALL BE LIMITED TO THE HOURS OF 8:30 AM TO 3:00 PM. «. ! 8" D! �29 p, b -__ 2a� ---- 6 �___ ; _ _----- ASPHALT aR1VEWAY �. gL C13 `` / WATER FA tLtTY ESMNT b�`' -` �" • / Q 1, 8. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING fd0. ZOOS 22&00001$ �'.t._-_- L--'----.�-"'.__. o-'--------r_. b�.^-"'�-_ E"`_.__.... L--'-.''-' -7 % r T DRIVEN/AY LEA E LOT LINE CB S/ 24 SQ�?J�8•wagon6 } Ci.:�.� aw��„ ••�•a $ � Q OFF -SITE WORK WITHIN THE ROAD RIGHT-OF-WAY. r 28 EX. 'ASPHALT �i. _ + .�� g / / O) % C a�°�' 9. FRANCHISED UTILITIES OF OTHER INSTALLATIONS THAT ARE NO`t SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS - - J� ti - f ' L AN APPROVED SET OF PLANS THAT MEET ALL CITY REQUIREMEI ITS AND THE REQUIREMENTS OF KCRS CHAPTER 8 ARE SUBMITTED TO THE CITY i aCp Lo -290"- - _ 1, � -- - - �2 ONO. VERT CURB � " ` o OF FEDERAL WAY AT LEAST THREE DAYS PRIOR TO CONSTRU&'ION so.1��' �` `' i ���� / .� sETeacK per: !� /a , i b,� / �cR�•4 10. VERTICAL DATUM SHALL BE KCAS OR NGVD-29. • ' 8.5 P� i r co G 11. GROUNDWATER -SYSTEM CONSTRUCTION SHALL BE WITHIN A R -G iT-OF-4�AY OR APPROPRIATE DF'., INAGE EASEMENTS, BUT NOT LNDERl"4E�A T H �»•0 � , /� ( i ( ��� ' -- G� y _ �Y � ,,�/.�-� 2$9.9.S1N� � . , r E ,. .. / � l 28 I � � GC urvC; I,y. - ,y n � h c � . _ 1 / ti -�„y �,.��T i �S2S2�.. c4 1 t HCIt p r.-` THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST lit CONSTRUCTED IN ACCORDANCE WITH THE" DOT/APWA STANDARD SCALE: 1' = 20'-0° SRA HWe SCAZ - f W I SPECIFICATIONS. 12. ALL UTILITY TRENCHES IN THE RIGHT-OF-WAY SHALL BE BACKFILLED 5/8" CRUSHED ROCK AND COMPACTED TO 95% DENSITY. WHEN TRENCH Zcn WIDTH IS 18 INCHES OR LESS, AND IS WITHIN THE TRAVELED WAY, TRENCH WILL BE BACKFILLED WITH CONTROL DENSITY FILL (SELF -COMPACTED FLOWABLE FILL) AS DEFINED BY WASHINGTON AGGREGATES AND CONCRETE ASSOCIATION. THE AGGREGATE WILL BE 3/8-INCH MINUS. 'oct��o2G� 13. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY IN ACCORDANCE WITH WSDOT 2-06.3. ��`` -° o ro n �N 14.OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE PUBLIC WORKS DIRECTOR AND NOTED ON Yto-0 �o w n�Z THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH KCRS 8.03(b) 3. N „t; v 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, / t oG Z N o � Z p AND ANY OTHER NEEDED ACTIONS TO PROTECT LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT a q '� o cT► z„ o :a 0 -o NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ON FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE WSDOT o�t"y,o�Lu` 0 STANDARD SPECIFICATIONS 1-07.23 - TRAFFIC CONTROL, SHALL APPLY. 16. CONTRACTOR SHALL PROVIDE AND INSTALL ALL REGULATORY AND WARNING SIGNS PER THE LATEST EDITION OF MANUAL ON UNIFORM o TRAFFIC CONTROL DEVICE (MUTCD) 17. ALL UTILITIES SHALL BE ADJUSTED TO FINAL GRADE AFTER PAVING ASPHALT WEARING COURSE. 18. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION ONLY. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CFW DRAWING NUMBERS 3-22, 3-23. ROCKERIES �� MAY NOT EXCEED SIX FEET IN HEIGHT FOR CUT SECTIONS OR FOUR FEET IN HEIGHT FOR FILL SECTIONS UNLESS DESIGNED BY A ti�3 �� / ,� t4o ,� GEOTECHNICAL OR STRUCTURAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. 1'� o l'� NOTE: THE IMPROVEMENTS SHOWN FOR N _ .PACIFIC HIGHWAY S ARE NOT PART OF 2 THIS PROJECT AND ARE TO BE CONSTRUCTED BY OTHERS. TW , A B VERTICAL DATUM BLOCK: NAVD 1988 CONVERT o TO NGVD 29 WITH 3.547' o. ,0 CONVERSION FACTOR. DATUM: NGVD 29 = NAVD 1988 - 3.547' • /2�Y e,�10N O 711 O.o �c4 � �OJ << BEFQR CITY'S INSPECTION PHONE NUMBER 253-835-2700 SYMBOLS LEGEND REFER TO SURVEY (SV1) FOR EXISTING CONDITION SYMBOLS LEGEND AND SITE CONTROL. - - - 288- - -- EXISTING GRADE LINES EW SPOT ELEVATIONS LIST ABBREVIATION GRADE NONE SIDEWALK SW TOP OF WALL TW 288 PROPOSED NEW GRADE LINES NEW BUILDING CONSTRUCTION TOP OF CURB TC TOP OF PAVEMENT PVT / x�Q� NEW GRAD G CONCRETE CONC EXISTING TOP OF CURB ETC NEW POLE SIGN LOCATION EXISTING GRADE EGD EXISTING PAVEMENT EPVT EXISTING SIDEWALK ESW FLOW LINE FL TOP OF BERM TOP © NEW CONCRETE PAVING BLOCK TEMPORARY BENCHMARK: n TEMPORARY EROSION CONTROL FENCE TOP GRATE OF SOLID CATCH BASIN NEAR NORTHWEST CORNER OF PROPERTY. ELEV--287.91 FT. (NAVD 88) > SURFACE FLOW ARROW 3. E/NG.�e,�P 0 ♦s•••• a�oo QQ e OF VdA3{�r�4's� o�'�+► rz m• cam' aM , Cii i.� s 4 • :,� i nes No. 46FJ6.c5� eo `t to C O M tp tp L7 M e w ae ,� W a� w WANI Cc H w Z �o � s~ 0 At LLj j _Q QJ o 0 L 3 m � M � r (1) O W wW0 <(� 0- � j t` Lu N 0 0 CO W 00 N cl) t Comm # 3377 DATE: 11-30-12 REVISION DATE: 1-17-13 5-16.13 X jr; S1 GN W11W PJTF31NATIONAL G= ACCESS 'VAN !•.C,Ci.:CS!R.E' fil:,rJ S-1014 I1111r'4NATICYJV-L SYMBOL '^ - D-ItT_C,C_Ia.E m J!?-ns Ct•? 4!t•W _.. Ti1 � sL.�,-Aces r•�+` L nc'^;aa SI ::c SECi'J CT1IIC)&4.5.2 E 1!06J7 INTf'kTJATl011�! SYNBOL --- _ _ _ '- ` 0�N Strc2�f`ACE�AINTLD - �' f ; . _ t _'..,. _..... I I Et;of Flllh.l Wllil WALKWAY STRIPES PAUfFF.D -- - _ I i ' I --- . ASr1.11ALT OP AN A...rTRO:/EU ON SLPFING TO D?gCOuzaGE PARr):ltJG JlOLAi1Gy5 CUM DRG' RAr.P _ LLL (ll��� •- _._.I---,--i I c 114:7« 940YIN �lr-I?td srAOLF PAVED) _..... aL i7 iflJG NOTDIR1-48 MI II' AN AM DIRECTION �^ � FDEC iTJ.,^,'•a VJITI; ASFI,'A! UP AN hPr-POvE0 -- '. Ll['TL., I AS1J: 1JAF;: Jft^S OIJ Rtv14' '-_ ... SL!'F'AC � PL•i: tu•'G YJAr !i1-30 ^ I _ a"CTIC":11064.5.." E 1106.17 ul PARKING STALL DETAIL_ 4' CONC WALKWAY ----' 6' S : SITE PLAN FCR LOCATION A/C PAVING - SEE PLAN m'lyrAlI rhhl�'1 i—A/C PAVING -SEE RAN ;, TRASH /RECYCLE 64UOSLRE 2 W SCAM DEIECTAAE WARNINGS ON RA&V SIJZFACES PER LHC WAC 5' '^ SECTION 1106.45.2 E 1106.1' ,ACCESS CURD DROP RAMP i w SCALE 6 HIGH WALLS 6' SPLIT FACE CONC 13LK PAINTED TO MATCH BLDG �� EX. EX. CB-G EX. WATER VALV EX. FND MON. IN CASE 0 CL OF PAC. HWY. EX. POWER POL W/UG DROP EX. CB -I ; SSMH-B EX.LIGHT J-BOX EX. TRAFFIC J OX EX. POWER FOOL \\ W/UG OP /S / � 00 C - ! I 'MY OF FEDERAL WAY VELOPMENT 29p!% Ex. ! . .� POWER POLE W/TELEPHONE ; 1400 5 34I7N, Four accessible spaces sG - $LpG-MOUNTED WALL 4O8 r` required, one of whlch,, �. ANTSI-i/QUALITY INN °° shall be van accessible-, � m„ EX. POWER POL \\ %' 1 I i _ 9..:.._ EX. GUY ANCHO \ / %� , ! - ` ► Ex: EASEMENT F,OR SLOPES DRAINAGE EX. TELEPHONE J-BOX ' ' C(�-c A* �>0 g, REC.iNO. 8212060519 - LO - EX. F112E HYDRANT -q �.... EX. WATER VALV EX. TELEPHONE 9� \ \ / / 1 \-'\ I `( ON / N OQ ON \ 7 0 EX. SSMH-A /;' ` \ ! 1: /O ; % \\ 4V69, , SECOMA LANES z� 0 IL I 409 /<< ,/ ; f \\ \\ ; S.W.COR. LOT 1 \ 3$2 Z _._._._._._._._._._._._._._._.-._._._._ t ._._._._._._._._., .oQ._._._..�._.-._.-.-._.-.- -'-� _._. - _ - --'_ - _ _ _.-._._.-.-.__---•-•-•- --._._._._._.-._._._._._.-•-•-•-•-•-•. -•- - - - - - 0 0 EX�OWER POLE °/'-Y ANCHO�\\ \\\\ �� ^�`\\ \ o Q O m 'W/TELEP2 O a g EX. - \ ;; �6 CB- / \ i \ �9� �--- — 'i.iiCaPuiG mE m a 6 5, o ' Iz / e z ON WATER VALV \\ l i� 1 / \ �\ \�i - O O� ! \\ ACCL'Ss TO Paces. LPE O ot Q " 0 J OF EXIST. FLISINrESS 5r_O` MR TWE III FUTURE DEV�L�PMENT \\\ k ^%' -N88 4276•w� :5� -�:. 5 U 3 0 D, f - —CL o ,/ \\ �\\ <'.�o \ Q�r —'-�. ; Aga � y �► EX, WATER V 4/3 \/00 EX. CB -I;' E, . GAS VALVE XIPOWER VAULT- / (LWMGR0= GUY ANCHOR-1 F )lSIGIb ,i� A LAt 20' VilLe PAVM V •' Q O F%V ACCESS �_, I Q rl ON LANDWARIn CO y p? Q �v ExlsnNsanni 3 FOOL ROOM�13.0'WIDE FIRE Z II IACCESS w t31CYCLE 1 rw - -.�- ------ RACK It"\yr swr,voe�\ 7- ;p .. 0 CEIECTARE \\\\ 4S (yam PCORRIIEE -PORa481CYZY \\' I Q 1 ..• j 5 UNIT , V1 HAWTHORN —ice- o c�'o I .:.:•,'.,,, :'� INNS E SUITES FF. ELEV. 285.00 (uoa,zcJiareu m ! TRCiliS AT DIIE IcAPE1—eu` 0� rm �1 IEX. /// \� �` C_"` VALLT ' I ^ (v m < 3 f B-F ) \ \ 39.021 Sr - PAVED a - IFURREHI)SIPESS � \—._.._._...—__•--��4g4' WIDE�(r111G \ _ _ U 2 2 // f' \\\ : ��Q \ TCR0.SS�WALK ( .. ) `1� 1 �• iaari120NTA1 W .0• MIN ill LAND=,APih ice\ r 1Q-0' Aff` LL �, TRFi11S AT PO ER POLE \ !IYM IV / W ELEPHONE-j ' 1 \\\ j Q — °E�K' (�jj (�((� X i W14r. � � ao �«JtTAL ...�. 282 -,\ _ 8s '- -.� I 1 I 1 I I I f I ua VI ASW _ I TMLIS AT Ex. FUTURE DEVELOPMENT \\ —10••0• AFF - — �� ;) ca-H, `t 2,t 14GN LIGNf s �j \ , o —�?s eLoawAu —! I \ N88739'09.W _�' _--1\` 1 MGH ��)__1 .............. ......._.....__........--'....... --••...................... .— .. 1 T•y' 16'•0' W-6' 19'-0'�2�'•Uj 6'-' t . \ \\\ 212.61' ..... ....- ........`�~.—........................._f...._.I fi\ -�`*0; • — �' �j .i 5� i. L 1 1 -28d -- -L --_ --- - o �� I n� \\ 4 IL.LL. QM MAX I / ! - 21 .9 O 1 5L arost:NAPnIG III ii—n f i 1 I `�08 ` i n g s — FUTURE 18-RO ' A DITION I I` �. ` \ I l » Q' S'-0 MiN TTPE III Q 4( 3 FURRE PARKnJG ACES T EE EX. / \\ -\ i v) S88 9 09 E 1-1-8_.U l PARYVJtJGA w"A'' I ,{ 'P lo SCAMM c6'J \�\\ ��— \\ I I n r; 1 1 PROPERTY CW14W A%Fl.IC FUND REBAR �\\ / ��9 --i- i �" "' �7: OPAOL E "'T/�rAur sir '—..._....—...—... _ ...—...� GATES L i t7EG ND. t7095I035/CAP 14469 p�{g'8?39'09•W \ ?\ I i ( coND axIlw _ yy _ y-- _ I pl -JI RECTq 6' SPUT FACE i hOF�AAIS I YR I / _.............___............_......_......... _.... _. _..._.._...._............—......................................•---. t..,..... swag 1 I�RJLa� TO ° — � (�' I r ^� z � (\ .J \'! EXISTv�- ' CY a %�M� HIRE x' QAILf)0^gp TfE 241.58 C i cow_ WALx — �.. aletoo . __ r; 4 ...�v.... PARKKIG yI IW 4 Q /\/���f (n j \ I ° 20' HIQ4 LIGHT "�' POST SI Y/ (ABOVE GROUND) �L j5`GR i �t To _ POIg -_ 3' •1- MGH (UNDERGROUND) ' �ER Oqp /� LIST. DOSS i iR q CESS ^------- `_ __--- __- __ _-___ Q _ FIRE- � O\ S FOUND REBAR c.iiV"_ _' -__ -� _ - -_-'- -==__ _- eLoa a L - - - +t> �oac wAu- _ \b ; l TING W/CAP OBLITERATED 'q - _ _ - - i� ,\Ib TEL. VAULT - 4 S88?39'09E 118.20' I _ n tKORAIN LINK PENCE _ DIWOOD FENCC (ABOVE GROUND) EX. Lx w o 0 o P E r E / FOR S`AN SEWER _ .L23.06' S0173159'1�` ABLE J-BOX % T` - S88?3�0. E�., i EX: 6• v E r. c u R e \ r csSM I NOT FOLM TF11s sLRVE» FOUND PEE o EXISTING a —G' o �� - / L \ \ 5 0 M14 TU I» ( s°rJITARrS ................P uL //�� / W/CAP 18902 . \ �� \ Lo)oscAanc ; \� REo ND tt0215103 9?01'25'W CB-L ��LUMINAIRE \.� \ / —r PLANTER 5'^ r - Y'r _ •O' Mr rm III L _ (� EX. POWER POLE W/TRANS. LINE � / \\ ! 4/0 / 00 fin\ / Sp. Ste, /b / / / / / / ACO',.SS TO fifILRE .,� BISItESS-� 5-0' Mist TTI'E III LAN)SCAPM ............:4: °r:'`' ii •%Yi 5' i MCDONAL EXISTING(1 'PARKING LOT EX RECIPROCAL EA `EMENT FOR STORM DRAINAGE SYST SIGN! SANITARY SEWER EASEMENT I ,f { REC. NO.9710270655 REC. NO. 7702151036 00 EXISTING I' REC. NO. 7702151057 I R O J E C T I N F O n _FOUND REBAR - i zd LITE AREA: 89,950 S.F.= 2.0650 AC ES ®; PARKING; REQUIRED: I PER UNIT = 6 SPACES O I EX. LUMINAIR �ry� VIDED: 80 SPACES BUILDING HEIGHT: 35' MAX HEIGHT E a 35" PRHEIGHT NEI I R CODE >� 1 G 06•.! • SETBACKS: FRONT 20' Ex. SIGN REAR 0' 5 SIDES 0' I LANDSCAPING REQUIREMENTS' 5' T PE 3 m PERMETER�--I .S il•1 j LU CONSTRUCTION TYPE: V-1 NR SPRINI LED _� 1 OCCUPANCY: R-I , y . \ '' ' i / B ILDiNG AREA: FIRST FLOOR: 14.657 S.F. EXISTING {' `'is I ;g TACO BELL �' "' ' s I SECOND FLOOR: II, 89 S.F. 5 m I6o, , �x Si `=z TN1RD FLOOR 12, 09 S.F. j c • EX. TELJ BOX i O . _ t TOTAL AREA: 3 ,355 S.F. OR INC-RESS L MSS -' Ole ti EX. POWER POLE lfalA N0.6528153 EX. SIGN �! & Z W/TRANS. LINE 0 n I W/U(-- DROP L �8 ECTRIC LINE EASF C. N0.6287308 S88?39 EX. POWER VAULT M ' NOTES: D � ` A 30!0 -- _-__ (UNDERGROUND) '` Z j :. L - Qv pcaai--- Plow 1� - -------�----- -- SEE CIVIL DWGS FOR ALL PROPOSED AND EXISTING z W 0 ss EX. SIGN EXISTING i EX. TRAFFIC J PDX ' UTILITY LOCATIONS DRIVE EX. LIGHT J-BOX i~ ' t ' .�n�' O Q 2 00 EX. POWER POL EX. TACO BELL SIGN t A� - - "' " I W/UG DROP 5 s ti •s s. --EX, LUMINAIRE M II If - - - - - - - WALK: ' S' ' y' Lll I I I C W S. 348TH STREET c�� BAR SCALE(IN1 } c � I EX. SSMH-B 0 �� � -Z-I > ®0 6M0 90 120 150 z o ._---_14T Z. CITYOF FEDERAL WAY' ESUSMITTED o iu MOTEL SITE {� ,�,� � N LOT AREA 88,40b S.F./ 2.03 ACRES � Z o `� c) cL z W _• "• E MAR 3 1 200� AUG 0 8 2014 SCALE., 1" = 4.0'-0° 7 11, CITY OF FEDERAL WAY Ii:1 5 r. S� CITY OF FEDERAL W I._ Q U) BUILDING DEPT',. AY CDS Q CSl CY - - — — - - - -------------------- )