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13-101212OENERA1_ NOTE5 FRO�JEC.,T DATA DE51 O N C,, 1 T RI A: I Install 51TE APPRE55: _ 55021 PACIFIC HWY 5 materials/ roducts er manufacturer 5 recommendations and � ecifications 2. All work shall be performed in strict accordance to the Architects construction documents. FEDERAL WAY, WA 18003 FIRE RESISTANT WALLS: NONE REQUIRED 3. Do not scale drawings. PARCEL NUMBER: 112104-106-1 ALLOWABLE AREA: �,000 Sc�..Ft. 4. All work shall conform with the latest edition of the International BuildingCode IBC OSHA National • � . ( )+ LEGAL DESCRIPTION: Fire Code (NFG), and all other applicable codes and governmental agencies _ E 330 FT OF S 12 OF N L 2 OF 5E 14 OF NE ! ` 0- SE 14 / / / / LESS -, BUIL�1ING AREAS: EXIST, BLDG. = 4500 SF The Contractor shall be responsible for all work that has been performed which does not meet these 5T HWY NEW CARWA5H CARPORT = 252 SF codes and regulations. ADC TION HEIGHT: +/- ►4'-0" 5. Verify all existing site and new plan dimensions before proceeding with the work. Report any NUN OF STORIES: I 6: variance or discrepancy to the architect. SCOPE OF WORK: The construction work shall be limited to the immediate area in which the work is being perfor red. INSTALLATION . - T,.QF STRUCTURE LL OF A PRE MANUFAG ., _D CARPORT ., FOR THE PURPOSE OF HAND WAS-i�16 GARS. NOT FOR PUBLIC OGUJPANT LOAD: 252 SF / 100 = 3 W 04 _R oJ�o oQ�Z QZo� o�c�w � z O �Pmz o< w�oN o�Q� On z Inc Contractor shall be responsible for the cleaning of all the debris and dust throughout the site USE PARKING: EXISTING NO CHANGE ¢ = z o which is a result of this construction project. Z m 7: The Contractor shall be responsible for the removal and disposal of all debris for the site. All PRGP05ED PLUMB NG: - CARWASH EQUIP. o g 0 �5t6 U costs for the removal of construction debris shall be the sole responsibility of the Contractor. .ZONING: BC ITT DEFERRED SUBM ALS: NONE W N � U _ = Q o Z o 8. The Contractor shall strive to maintain a clean and debris -free working site. SITE AREA: 46,0`34 SF I.06 ACRES WATER 5ERVIGE: LAKEHAVEN UTILITY DISTRICT O Z Z O q. Contractor to verify location of all utilities and piping before beginning work. Protect or move o N o utilities as required. BUILDING CODE: 2001 INTERNATIONAL BUILDING GODS (I.B.G.) SEWER SERVICE: LAKEHAVEN UTILITY DISTRICT - `Q Z W N w c� U U 10: Patch and repair all areas involving demolition work to match adjacent existing conditions or to CONSTRUCTION TYPE: TYPE II LANDSGAPING: EXISTING, NO CHANGE wU��LL Q o 0 0 accept new construction (see new plan): II. Report immediately to the Architect any discrepancies and conditions which may differ from the OCCUPANCY: B 5ETBAGK5: drawings or specifications. 5 DEST 15� ■ h a s e. 12. . All questions pertaining to the construction and meaning of drawings or specifications. shall be BACK- 15' p decided upon by the the architect or in the case of a structural or civil drawing, the engineer ' I I I r PERMITS 13. Contractor shall submit shop drawings catalog information, illustrations specifications etc.,,% ADJ. BUILDINU I date to the architect for verification of the design intent, field measurements, and conf- \\ PAC I COLT 1151ON ' ormation of the Contract Documents. Failure to do so with indemnify the architect from the s \\ -' i + 01.30.13 responsibility for such work. \\ 0 ,- owner: 14. All mechanical and electrical work shall conform to all pertinent codes and regulations of Municipal, �------- County, and State authorities, the National Board of Fire Underwriters, The National Electrical Code, i -- - ,- -- PAC 1 COLLISION Uniform Mechanical Code, and other regulatory bodies with Jurisdiction over the work. \\ �,' 29345 ; 33003 PACFIC HWY S. 15, Provide UL listed fire extinguisher, Per Fire Marshall Requirements. -_ -- -- -- __-+�--- __ � _- -- -- -- -- -- -- -- -- -- a aI W Federal ay, WA98003 11. Provide horizontal fireblockine in all wood frame walls of 10'-0" on center. Fireblock ' in accordance with I.B.C. ! I , I PROP LINES '\ I8. • • q equals 00 . Refer to topographic� Ground floor finish floor refence datum equ ( ) survey for site elevation. I F-------------------------�------------ ----,- - ---__ - - 15 SB -----__-- I i �, roj ect : actual I i a _ �; I p la. Doors shall be weatherstripped. Windows shall be caulked and sealed per Energy Code. Max door U-factor shall be 0.600. I EXIST. TREE i � o I Car Washing Station 20. Glazing shall be double -pane IV air space at a minimum, with u-factor 0.15. Skylights ! i , _ , � i 1 ! 1 � � 33029 PACIFIC Hwy S. shall be U-factor 1.4 Or better. Vertical/Overhead glazing max SHGC shall be 1.000 I , I Q , Federal way, WA 98003 21. For Drainage, Grading, Reclaim System, Paving, Sidewalks in Right -of -Way, New Road I ; l o Access utilities, Ect. See Civil Plans. I - EXIST. Bus STOP STRUCT:( ; \ EXIST. - WATER ( / v .- I _ - --- -- - - ORARHl0 � I MROh�; i 395'' WALL _ = -- -- EXIST. CLEAN l'v Ri�7�-/�'--- L I r \\ OUT , wn -- - ROOM A -Detail Number EXIST: S+�ED — 222 Room Number E BE , I A� Sheet Number I \ x I A Window Type Revisio Cloud i l REMOVED I ! I la12f ' n Clo i — Door Number 0 Identif in Number ; y g �k f�(1 I � EXIST. BUILDING EX15T. I I A - -Interior (-levation Number IJ\J _ I �ZEX16T. ', � i ASPHALT Al ' m ' i 4500 SF —Sheet Number' GRAVEL �, (FORMERLY RETAIL)+/ PAVING e U. ++ I EXIST. PRE-FAB STEEL s� s�7 I - ASPHALT i NO WORK7 , A Bldg.Section Number North Arrow PAVING ; PROPOSED 4Q� 6 EX11s7. I l To BE USED AS 10 EXIST. i�4 SIGNi Al Sheet Number f i AUTO DETAIL SHOP PARKING W\01 rn a I Q B OCCUPANCY STALLS P `�� W WATER LINE NEW CARWASN ' 1� !! CATCH BASIN STATION 2 -� �`_ `� ❑ I Q Y FIRE HYDRANT I OX. IR +- FH --SD STORM DRAIN LINE ROOF SIZER EXIST. FIRE ►t GATE VALVE F?D ROOF DRAIN LINE i i \YDRAN7 I CLEANOIJT I NEW CB -.0 THRUST BI-OC.KING I I � .SPOT ELEVATION i NEW CONC. �h< 501L:S TEST PIT 1 1 APRON IN � ® WATER METER , , I SURFACE FLOW DIRECTION ro REPLACE OFiEXIST. i � � SS-- VACUUM SEWER MAIN -- - GRAPE BREAK 1 ASPHALT i p SEWER VALVE PI?S--------------- --- 1 I I ------ -- -- L— — ---------- — _ 1648 REGISTERED _--_--------- =------------------------------------------- � ARC CT \ N p0 6" DIA. CLEAN 9,1' DIA: GLEAN � ¢ OUT OUT _ _ ' __ -- — — STATE O LOR D. GINTHER — " — — — '� — STA F WASHINGTON 293.45- .--- --- ---- _ � I !© �q`� NEW PAINT NEW OIL WATER STRIPE PER SEPARATOR i MANHOLE I CIVIL SEE CIVIL PLANS x -- --- O Yak 0 k 6 E 0 ,«0 a) ; ,JF, :5•i ,.,,.., e' .,.: , `:r xs� F b3�0` CD 'k}9 !. i . x r :.3:,. 1 f7 . i ,qy.f� 4' c ✓''4ph X" c \ P i� ^ •x i � � Z : .F. Il`i�l.�-S ,q! p, ii'(y,7.•> 'kt Yfe"k. d I //i , }.,. #_--. 3 1 _ t2 I Q V 2).'`x �e. Wj H 5 14 m 4 E gi 1° � a ��yy .y I ,Z tOo Date— _ L� Z� (3 , ; o l o00 � � 1 ) U o• 1 U _ ! u) t 1 Q c) ( Z ADJ. BUILDING ADJ. BUILDING I U GAS STATION GAS STATION LLJ �-- mp kj, or F T. I 3 > �'N �"� I a RECEIVES Q �� SITE PLAN 1 " = 20'-0" ONNEi AROH fiEGfiURE O L PAC I COLLISION OFFICE G.O. ARCHITECTS ATILLI [DESIGN d ENGINEERING 55021 PACIFIC HWY 5. 111 COURT A, SUITE 100 1002 39TH AVE SW, SUITE 301 FEDERAL WAY; WA. `38003 TAGOMA, WA g8402 PU1 ALLUP. WA 98313 &HEFT INDEX: AI,O : COVER 5HEET, 5ITE PLAN A2.0 FLOOR PLAN, ROOF PLAN, ELEVATIONS, DETAIL CI-0 : DRAINAGE PLAN d 5EDIMENT CONTROL PLAN CI.I OIL WATER SEPARATOR DETAILS MAR 15 2013 Q CITY OF FEDERAL WAY DS sheet title: COVER SHEET, SITE PLAN sheet number: J Al■ `r W - w = I-— 0 - _ 0 uJ Lu Co . i • --J �Z0� n O m z o 3 EXIST. ECO-BLOCK WALL V o - u "' cc w Q U-„N - 0 K Q = O LL m d 0 1.- 0 Z PRE MFR METAL_ V7 z - Q CARPORT - O F.G.I. o VERIFY EXACT 51ZE 3 N o v - uj - - - _ W , .J Z - - 0 0 Q p p� LU _ F- Q In LL O ' - ,_. n hale: „='AL ROOFING AS M=R'D 1� FLOOR DRAIN. SEE CIVIL :" CARPORT MRF: PERMITS FOR CONTINUATION i r GOOF COLOR: BLUE date: 01.30.13 c 1 BLOPE SLOPE r Owner FRAME BELOW r _ :OF 10 OVERHANG) PAC 1 COLLISION 33003 PACFIC HWY S. I � Federal Way, WA 98003 r I 1 � � 1 I I i � 1 rO'ect 1 car Washing Station I WALL OF EXIST. BUILDING -33029 PACIFIC HWY S. Federal Way, WA 98003 %-� FLOOR PLAN 1/4"= 1'-0" PRE-MFR'D METAL zT / -- EXIST. BUILDING VERIFY EXACT SIZE aR DLOR: BLUE COLOR: SILVER i PRE-MFR'D METAL ,SH ARCH BY CARPORT ,5H EQUIP. SUPPLIER; OF.C.L, VERIFY EXACT SIZE ION BY SUPPLIER-- --- - --- - ' -- --- - U)/ OWNER ' ROOF COLOR: BLUE FRAME COLOR: SILVER POST BY MFR, TYP. I I I I I I I I I I GARWA5H ARCH BY GARWASH EQUIP. SUPPLIER, LOCATION BY SUPPLIER I I I I I I OPEN- NO WALLS NO WALLS I I I I METAL POST BY MFR, TYP. I I I I I I i I I I I I I I I I I I I I /EXIST. GRAPE ---------- L EPJD ELEVATIONS (:) SIDE ELEVATIONS 0 1 /4, _ 1' 0 METAL FRAME s BOLT RAIL BY MFR REBAR DOUJEL WELDED TO BOLT RAIL BY MFR, NEW CONC. APRON EXIST. IT b" MIN EMBED SLOPE TO DRAIN ASPHALT a ° � 2" GRAVEL f-=l r — BASE I I 1'-0" ANCHORING DETAIL 1" = 1648 REGISTER ARCHITE LORIN D. GINTHER STATE OF WASHINGTON N E O 00 U O� O Q 3 � E O i p @) Z U +- � U Q � t ao 0 00 00 U '- N r\ J LO M � N F=- U • �� L1J H Y-) 0 Z Q sheet title: FLOOR PLAN, ROOF PLAN, ELEVATIONS, DETAIL sheet number: A2m0 ------ - - ----- -- SYMBOL LEGEND: ® FOUND CASED BRASSIE 6-23-2009 CALCULATED PER ROS 20031210900012 i CABLE TV RISER GAS METER GAS VALVE POWER BOX POWER LIGHT POLE POWER VAULT 'STORM CATCH BASIN (STORM CLEANOUT STORM MANHOLE (TELEPHONE FIBER OPT MARKER ;TELEPHONE MANHOLE UTILITY BOX ;WATER FIRE HYDRANT WATER VALVE jTEST HOLE o CHAINLINK FENCE CABLE TV LINE GAS LINE POWER LINE STORM LINE (EX.) --STM— STORM LINE (PR.) TELEPHONE LINE WATER LINE ROCK WALL CONC. WALL EXISTING ASPHALT NEW. CONCRETE C� EX. ASPHALT CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 PAC 1 CO LUSOR 33029 PACI F C HIGH ,A FEDERAL WAY, WA PAINT 4" WIDE YELLOW PARCEL NO. 1-21049067 STRIPES (TYP.) Q z Q O Q Q z 0.o uQ rl 1 � -3: Q I Q 0- Q zz �� N Q � LLJ LL- Q 0 Lu \ I , VICINITY MAP w F U5 ' NTS A i i W.0 blIt I'LAN C1.0 OIL WATER SEPARATOR DETAILS sy °06 4 INSTALL CONCRETE PAD PER ARCHITECT PLAN 2.37'i--� -- 2.73' I ."� i ' `6, I rn T ri I I z ; vA� I"ro N 12.5'x16.5' CAR PORT I 1 c W I Lnn o I ° A/A �- N E (HAND CAR WASH) DIST. FK if i I ASSUMED FF.= .387.0 I IL p�fURMlT ° • — � J X 0 IE. = 373.50 NW (6" DIA) NEW CB # 1 (TYPE -I) i 11:5 LF 6" DIA SDR35 ° I RIM = 386.75cn 2.76®3% I-- ' - i IE. = 379.03 „ DIA (S) I 6 LF 6" DIA SDR35 I INSTALL 4" WIRE YELLOW N + i I ® 3% I STRIPE (TYP.) _ Q `n 2. 7' I y l L - - - - - - - - -�- i 6 LF 6' DIS a EX SS MH I Lo E I 6.83' 10' SDR35 ® 2.0 % �. RIM=382.50 (ASSUMED ELVATION) 73.37'IE. - 373.50 NW 6" DIA <* c\ 98 LF 6" DIA SDR35 0 3 � D!q � I N U E iLF 6 SDR35 ® 0 i i o w i __ - -- -- -- -- -- -- - - -° _ -- - = -- -- - - EX, MAH 9' DEEP 12. 5 293.45 ----------------- , w CO. # 1 i � '^� 17.71' y- o RIM=386.60 ' IE. = 378.69 (6„ DIA) CO. # 3 i OIL WATER SEPERATOR RIM=383.83 I � I W/SOLID LIDS IE. = 374.35 (6„ DIA) 2 MODEL VCL-30 SEE PAGE C2.0 10.5 LF 6" DIA C.P. CO. 2 RIM = 385.00 ®7.0 % 1 p j z i IE. (W) = 375.57 (6" DIA) W ' a. RIM=386.58 IE. (E) = 375.57 (6" DIA) I Z > a IE. = 378.51 (6" DIA) 11 SEE DETAIL 1 PAGE C2.0 o w j U ? z S W w 0 w f SITE PLAN w SCALE: 1,, _ »' DESIGNED M A DRAWN M A CHECKED M A DATE 01 /10/13 R. SCALE AS SHOWN GRAPHIC SCALE WA 3I� 20 0 10 20 40 80 JOB No. 01-2013�PAC 1 COLLISICN ( z9 IN FEET) a O, SFr;two' I he design and information shown on this drawing is provided as a service to the project owner, engineer and contractor by Contech Engineered Solutions LLC ("Contech"). Neither this drawing, nor any part thereof, may be used, reproduced or modified in any manner without the prior written consent of Contech, Failure to comply is done at the user's own risk and Contech expressly disclaims any liability or responsibility for such use: If discrepancies between the supplied information upon which the drawing is based and actual field conditions are encountered as site work ro resses these discre ancies must be re orted to Contech lmmediat I f GENERAL NOTES: 1. FLOW LINE IN AND OUT OF THE VORTCLAREX IS RECOMMENDED TO BE AT THE SAME ELEVATION. p g p p e y or re-evaluation of the design. Contech accepts no liability for designs based on missing, incomplete or inaccurate information Supplied by others. 2. MANUFACTURER SHALL BE RESPONSIBLE FOR 6' [1829] INSTALLATION OF INTERNAL COMPONENTS. 3' [914] 3. VAULT IS DESIGNED TO MEET HS20 MINIMUM LOAD TYP ACCESS 1'-6" [457] REQUIREMENTS. OPENING - 4. MANHOLE AND RECTANGULAR HATCH SUPPLIED WITH SYSTEM, NOT INSTALLED. PIPE 'STUB F- — - — — — -— — — — — — PROVIDED 5. MANHOLE AND HATCH RISERS, GRADE RINGS OR BLOCK I TYP INLET/OUTLET REQUIRED BETWEEN THE TOP OF THE VORTCLAREX SYSTEM AND BASE OF THE MANHOLE AND HATCH SHALL BE IN ACCORDANCE WITH ALL APPLICABLE LOCAL 3' [914] I STANDARDS. NOT SUPPLIED BY CONTECH: 6. PURCHASER TO PREPARE EXCAVATION, PROVIDE � I I LIFTING EQUIPMENT AND SET STRUCTURE. 7. CONTRACTOR TO CONNECT THE PROVIDED PIPE STUB 2'-6" [762] TO THE EXTERNAL PIPE BY MEANS OF A COUPLER, NOT SUPPLIED BY CONTECH, ASSEMBLY TYP ACCESS VIEW OPENING 8. VORTCLAREX BY CONTECH ENGINEERED SOLUTIONS LLC; PORTLAND, OR (800) 548-4667; SCARBOROUGH, ME PLAN VIEW (877) 907-8676; LINTHICUM, MD (866) 740-3318 GRADE RIM = 385:00 9. SOME HIDDEN LINES MAY BE OMITTED FOR CLARITY. 10. INLET/OUTLET PIPE DIAMETER AND LOCATION MAY VARY. i - _ 11. THE VORTCLAREX SHALL REMOVE ESSENTIALLY ALL — —_ — — — — — — — — — OVERSIZED HOLE F4— — — FREE AND DISPERSED NON -EMULSIFIED OIL FROM THE f l 1 8 1/2" [216] FOR GROUTED PIPE WATER STREAM AND PRODUCE A DESIRED EFFLUENT I I i I I I I I BASED ON AN OIL DROPLET TYPICAL OF THE SITE. MINIMUM I I I I STUB CONNECTION _ — ll— —Fh ^ — - 12. THE VORTCLAREX SHALL BE DESIGNED BASED ON A L I M I I MAXIMUM AVERAGE FLOW. 6' 1829 I (I I OIL WATER SEPERATOR M � � TYP I II � (MAY VARY) I FACET I I I W/SOLID LIDS Q16" [152] PIPE — I MPAK I I I M MODEL : VCL-30 M MEDIA II M RIM = 385.00 (RECOMMENDED) i I I C � IE. (W) = 375.57 (6 DIA) IE. = 375.57 (6" DIA) I I I I I M IE. (E) = 375.57 (6" DIA) I I II � MI II --- ------ L- - A T= 6 [1829] 3 [914] - ELEVATION VIEW RIGHT SIDE VIEW TYPICAL DETAIL WITH SIZING TABLE OIL/WATER SEPARATION SYSTEM VORTCLAREX TIVI Aft ��\I/4- - S w 0 0 ® SCALE: NONE FOR INFORMATIONAL PURPOSES ONLY - NOT INTENDED FOR CONSTRUCTION CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 w _ Q U WLJJ U Q 0 Q Q VJ CALCULATIONS AND ASSUMPTIONS: N o W LL THE OIL -WATER SEPARATOR (VCL-30) WILL TREAT A FLOW RATE UP -- r� TO 110 GPM AND HAS MAX FLOW RATE OF 449- GPM: - O FOR THIS DESIGN, THE OIL —WATER _ SEPARATOR WILL ONLY RECIEVE Lld FLOW FROM 12.5X16.5 CARPORT/CARWASH LOCATED BEHIND THE ~ �' NORTHWEST CORNER OF THE BUILDING AND SOME RAINWATER. FURTHERMORE, THERE IS NO FLOW FROM THE PAVEMENT OR FROM UTILITIES INSIDE THE BUILDING. THE FLOW FROM THE BUILDING WILL BYPASS THE OIL -WATER SEPARATOR: SIZING: THE ESTIMATED NUMBER OF CARS IS 30 CARS PER DAY. z O FLOW RATE FROM CARS = 20 G PER DAY. �_ x FLOW RATE FROM SIDE RAIN ASSUMED = 10 G PER DAY (ASSUMED) . X TOTAL FLOW RATE = 30 CARS X 20 G PER DAY PER CAR O X Q + 10 G PER DAY FROM RAIN = 610 G PER DAY U < (610 GALLONS DAY 1 DAY 24 HR X 1 ( ) X ( HR 60 MIN) `- ° � o 0.42 GALLONS/MIN U o w = ° o _ WHICH IS MUCH LESS THAN 110 GPM. THEREFORE, THE VCL 30 Q � n U_ SHOULD BE ADEQUATE FOR THIS PROJECT, z _J 06 Q� C 00 N 00 N n •— Q( N E a_ _ O D a ° n \ J a Q u- .� -� °' ._ • _ LO °' N > ,n o a W E N <* .. N U � pow W Q o I 0 co 0 WW i z o ZN1 i ZN; 0U) I i a a W zQ i o Zo, i W W 0 0. W 1 � 7 �4_ DESIGNED M A DRAWN MA CHECKED M A DATE 01 /10/13 �D R SCALE AS SHOWN �� o� WA I ti� JOB No. 01-2013_PAC 1 COLLISION 429 w ors IorSTT w SHEET NO. I�AL isxpREs zitzizots C2.0 SHT 2 OF 2_.SHTS