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HomeMy WebLinkAboutWWP2703827.1�o 0 a� >m o m ac 1�> o� U Q, O o N U ` 7 cY 0C 7�o V) (1 oN z_�� 0� >oa) >>a rr2� Qa) N co: 0M� cr L � N ma 3`O E20 �o Ua U W a)2.- N-E cl:t O O � U a A .01 C U F 3 4 EP-� xSTA 26+ 11.08 - A - + cn APPROXIMATE LOCATION OFI / "' D FUTURE CURB BULB BY CITY OF RENTON EP STA 32+80.04 o c,4 + + N Zt­ EXISTING 66 WATER MAIN, PROTECT IN PLACE _= REPLACE EXISTING 1" STREETLIGHT CONDUIT Cv- -- -i STA. 13+00.16 2ND STREET = v rrz/ WITH NEW 2" STREETI,I T CONDUIT < STA. 25+60.15--(MAIN- AVENUE) EXISTING STORM -DRAIN LINE, PROTECT IN PLACE S. 2ND STREET 11+00 - - 4 CIQ EXISTING 8" WATER MAIN, PROTECT IN PLACE - - - -_ - 1 j CONNECT NEW 2 STREETLIGHT CONDUIT TO --- - - - ay----- EXISTING 1" STREET LIGHT CONDI�<T -._ �i. i � ---a_-sL �... 3 RAISE EXISTING GAS APPURTENANCE LID, -- _ NEW PSE VAULT, ( {I - T _ SE-E-PP LA#S - `REUSE EXISTING SIDE SEWER LINE, SEE SEWER NOTE AN01 IT I� �I CO CO z_.I , RIM- 44. 1I ¢ cz,` INSTALL NEW FIRE HYDRANT ASSEMBLY, 1135 l I � MICHASEE SHEET C3.1 AND C3.2 iY Ei. _INDA I �� APPROXIMATELY 1.75' CLEARANCE W / I OVER EXISTING WATER MAIN INSTALL NEW 12" WATER, - r 91 CLEARANCE OVER EXISTING FIBER I -� 1 SEE SHEET C3.1 AND C3.2 450 GALLON OIL/WATER SEPARATOR I RIM jk7 INSTALL NEW 29 LF 6" SIDE SEWER WITH PUMP DISCHARGE TO SANITARY SEWER cn z II IE = 41,55 CONNECTION WITH CLEANOUT UNDER SEPARATE PLUMBING PERMIT (W, 4" PVC�I SS PER CITY OF RENTON STANDARDS 406.1 AND 406.'e i I 41,46 -I )Nc EXISTING 8" WATER MAIN TO BE ABANDONED � o RIM-= �4--69- 44.65 _ _ III IE- 42.94 mo II i l' PER CITY OF +� EXISTING 8" SEWER LINE, PROTECT IN PLACE RENTON STANDARD 401 i- I EXISTING STORM DRAIN LINE, PROTECT IN PLACE COLL; r iNL EXISTING BUILDING, PROTECT IN PLACE EXISTING ELECTRICAL/ COMMUNICATION CONDUIT, PROTECT IN PLACE j 1 i I i �----- LEVEL 1 FF=4 INSTALL NEW FIRE HYDRANT ASSEMBLY, CL - ---- �)� SEE SHEET C3.1 AND C3.2 IeI I I d II o ,i FUTURE STREETLIGHT (TYP) ----- _ v _ UPPER FLOORS/ BALCONY �1 j� I (A _1 Lill --- T_ i �- EXISTING 6" WATER MAIN, TO BE ABANDONED I PROTECT IN PLACE EXISTING GAS LINE ---_ _ APPROXIMATELY 1.75' CLEARANCE j j ; W OVER EXISTING WATER MAIN - > 1 I INSTALL NEW 29 LF 6" SIDE SEWER I I 0.5 CLEARANCE OVER EXISTING FIBER Q CONNECTION WITH CLEANOUT PER CITY OF RENTON STANDARDS 406.1 AND 406.2 {" ISNER Q I NEW TYPE 2 JUNCTION BOX (TYP) WITH �i -_ - RIM= -44�1-44.85, I INSTALLATION AND CONNECTION TO STREETLIGHT PROTECT IN PLACE EXISTING COMMUNICATION LINES `-' I'' ' I IE= 43.42 I Ss 1 I I PER CITY OF RENTON STANDARD 119 I PER CITY OF 0§WITH ADA COMPLIANT, NON SKID LID RENTON STANDARD 403.1 NEW STREETLIGHT (TYP), / FOUNDATION TO BE INSTALLED BY CONTRACTOR, - - i I POLE AND LIGHT TO BE PROVIDED AND INSTALLED h ] I BY CITY OF RENTON, SEE DETAIL SHEET C5.6; SAWCUT EXISTING CONCRETE a II I I TOP OF FOUNDATION ELEVATION SHALL BE 1 ' COORDINATED BY CONTRACTOR WITH CITY OF (LOT xi)-- RENTON'S LIGHTING SPECIFICATIONS AND DETAILS; ALL IRRIGATION LINES AND ELECTRICAL CONDUITS 723150-11 5 I II' 2 I - FOR THE STREETLIGHTS TO BE INSTALLED PRIOR J LATAfNE GARRICK J I -�_ TO POURING OF THE SIDEWALK, SEE LANDSCAPE ' PLANS FOR STREETLIGHT IRRIGATION PLAN I L w w REPLACE EXISTING 1".',STREETLIGHT CONDUIT WITH NEW 2" STREETLIGHT CONDUIT y _ _ BP STA 30+00.00 Li ?LES cn co POTENTIAL ELECTRICAL TRANSFORMER, COORDINATE WITH PSE 0 - S - GAS GAS o Q U / 0 YUr,� MA�LARIkpt ' BELOW GRADE PARKINGa BUILDING, PROTECT IN PLACE AtL- NEW- GAJ SER* E n ND METER r COORDINATE WITH PSE EXISTING GAS METER, PROTECT IN PLACE - Plotted: Jun 22, 2017 - 9:42am tiansma C:\Users\tjansma\aopdata\locai\temp\AcPublish-u332\14C23-PLN-RecDwg.dwg Layout Name: C300 _w 5 1 EXISTING STREETLIGHT NOTE EXISTING STREETLIGHT FIXTURES SHALL BE RETURNED TO THE CITY OF RENTON. NOTE ALL NEW AND EXISTING HAND HOLES & VALVES SHALL BE RAISED TO GRADE AND FURNISHED WITH NON-SKID LIDS POWER AND GAS NOTE CONTRACTOR SHALL COORDINATE WITH PSE REGARDING SERVICE LOCATION AND SIZING OF NATURAL GAS AND POWER SERVICE FOR THE PROPOSED DEVELOPMENT. IN'311ALL I%ILW WALL MIJUIN ILU ~IJU UNDER SEPARATE PERMIT WATER UTILITY CONNECTION SCALE: i =5 W-381704 SEWER NOTES 1. POT HOLE AND CAMERA TO VERIFY INVERT ELEVATION, LOCATION, AND CONDITION. RELINE AS DIRECTED BY ENGINEER IN ACCORDANCE WITH CITY OF RENTON STANDARD. THE SIDE SEWER MAY ONLY BE REUSED IF IT IS PVC. 2. PER THE PLUMBING CODE BACK WATER VALVES ARE REQUIRED ON ALL SIDE SEWERS WHERE THE FINISHED FLOOR ELEVATION IS LOWER THAN THE ELEVATION OF THE THE NEXT UPSTREAM MANHOLE RIM ELEVATION, UPC 2009 SECTION 710.1. - INSTALL DOMESTIC WATER LINE �- WITH DCVA INTERIOR TO BUILDING PER CITY OF RENTON STANDARD 320,4 INSTALL NEW FIRE HYDRANT ASSEMBLE PER CITY OF RENTON STANDARD 310.1 I 44" DUCTILE IRON w - ■'W ! I INSTALL IRRlG PER C!-1 ' OF V WATER LINE AND DCIA ON STANDARDS 320.1 AND INSTALL COMMERCIAL WATER LINE AND RPBA WITHIN BUILDING PER CITY OF RENTON STANDARD 320.2 ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL EXISTING FEATURES INCLUDING BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS AND SURVEY FURNISHED BY OTHERS. WE ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS AND SURVEY, FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO CONSTRUCTION CONTACT THE UTILITY OWNER/AGENCY 5-382102 RECORD DRAWING & ENGINEERS STATEMENT THE DRAWING IS A RECORD OF AS -CONSTRUCTED S� CONDITIONS BY THE CONTRACTOR, OSBOURNE CONSTRUCTION. SURVEY OF CONSTRUCTED IMPROVEMENT WAS PROVIDED BY KENNETH R. ANDE RSON & ASSOCIATES, INC, ON 5/5/2017. = Z THE ON -SITE PRIVATE STORM DRAINAGE FACILITIES WERE a INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS ��iSTER� AND FUNCTION AS IN7ENDED.s10I�AL 06/P/Z011 ICE, c Q � r r 0 LLJoc) co �M W wL) .Z: ,,EI- �U U WLul-QE2 Lu b Of • C�=o�� cf) M� LDd Mfg w o L.L! W J N_ CU)Hw� m 00¢om W�co��Ucl- ON �� o Qs CID w r7 Z c� I i i ( Ili i I l 0 �j I C I mow, CID w Z U iJ ! I z Z ®ham OIL ! o�'Ilz�ll�W v ® ® w ® 0 Of 5U 5c� Z U of :z Of z mkt' zi� ISM- z: c)0 =w ¢5 Jiw ¢z _3w O 1- rn. U cL10 j rL or � �; <1I II NI gl g III I III � O ¢ O O -) a M o a o 3 � 3 - o U 3: o ai o cn SHEET TITLE: SITE UTILITY PLAN � I SHEET NO. N C3. 0 g Q� R SECTION 17, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. n -U e 5; > L f"1 5d7� a M SZ ~ ` z 2 CO C = O N � r $mm i N o0 ru m m I° D 1 I � �a b > >v CD lv/ �1 CD cw* lam/ I I � oN o� b N > > y CD00 y 1 "ram N 1 D T v I� M �o� D $00 _ M� We Z _