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HomeMy WebLinkAboutS-370603w zz w 0 O o_ 0 s a a o .e Y i 0 NOTES PORTION OF: SE 1/4 & NE 1/4 OF THE SW 1/4, SECTION 04, T. 23 N., R. 05 E., W.M. r .7%r 1. SEE MECHANICAL PLANS FOR WATER SERVICE 8. DISCHARGE FOOTING DRAINS TO NEAREST CATCH r - r 1 �,k ; " CONNECTION AT BUILDINGS. BASIN. � 2 R�� v 8� 2n i 2. SEE MECHANICAL PLANS FOR SIDE SEWER 9. SEE ELECTRICAL AND ARCHITECTURAL PLANS FOR CONNECTION TO BUILDINGS AND CLEANOUT LIGHTING. LOCATIONS. 10. MINIMUM HORIZONTAL CLEARANCE FROM SEWER TO 3. CONTRACTOR TO VERIFY SIDE SEWER PIPE SIZE FROM WATER LINE IS 10' MINIMUM. HORIZONTAL CLEARANCE BUILDINGS WITH MECHANICAL PRIOR TO INSTALLATION. MAY BE REDUCED TO 5' MIN IF SEWER IS A MINIMUM 3' BELOW BOTTOM OF BIORETENTION SWALE AND 2'� / itry 4. CONTRACTOR TO HAND DIG UTILITIES IN TREE CRZ. BELOW WATERLINE. MAINTAIN 8' MINIMUM CLEARANCE -\ \ 5. SUBMIT PROPOSED PIV LOCATIONS TO CDR FIRE BETWEEN WATER OR SEWER LINES AND NEW RIGHT -OF -WAY TREES. DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION. CONTRRCTOR SH LL INSTALL FIN ASPHALT 11. ALL BIORETENTION FACILITIES AND RELATED PPURTE A CES II �( STOR}�TION OF AL ADWAY CUT DING�� \ �� k L AINTAINED TR INCHES FOR WATER SERVICE, LINES AN TE AUT \ A RfSSTR METER INSTALLED BiGPI,TY UTILI"AINTENANCE �DEPAfjTMENT. AF� .4__ LL--PI ANTINGS- ,IN -jBIO 7. DOWNSPOUT DISCHARGE PIPE ENDS -SHALL BE CUT -s12. Eft T� RANT: TO'.MATCH SLOPE OF BIORETENTION FACE. EN�s-OF / /P N G DNS. PIPES- SHALL BE PROTECTED BY HAND PLACFS[�, � ' S. -- �\ COBBLES. - za9 -- - -- - ----- A -- -- - ------------ \ „. i \ - —38 — - y ` EX HYDRANT NE618 RETROFIT ^ iaSS - -- WITH 5" QUICK C�NECTTO[lZ ��� FITTINGS�� `J\ F - ----------- - -- - �� sCi 3RA N, PERVIOUS C,10NCRETE y �SIDEINAI�K TYP) \ \ \ 380.00 QA /QC REVIEW I� STREET RIGHT -OF -WAY VTON HOUSING COVENA TS RECORDED I '" ON FACT= I 8G R ; -385.4 s Fo`R���\ .580.00 �q. ERRY -- ll 5812,) L— — — — — — . — r REFUSE AND RECYCLE AREA VIEW CITY OF RENTON SG 1 I\ A y: Datk:- b s - S G Ap�lrctvedby. l✓7 39C,�f4�Date: �S BI�OI EJINTION, D1.3 D1.3 D1.3 NEW FIRE HYDRANT ASSEMBLY PERVIOUS CONCRETE SITE WALKWAYS (TYP) 60 DES16N COMPANY 1205 SECOND AVE. SUITE 200 SEATTLE, WA 98101 T 206.223.0326 F 206.223.0125 www.evcdesigv.com NO. nia cu \ - \ Ir 8 "PVC(N`A'I� gp �,' r as 1� 8 "PVC(S)'=376 S18 y° CP r - 387.7,2 0 50— 1 F� Iii =385 45 I IE 8 FVC(IJ,— 20.00 cU10%iCPL LINE SE oil PERVIOUS CONCRETE PARKING LOT (TYP) i SHEET C2.2 F" BENCHMARK CITY O F 10/23/13 0 RM AS NOTED 10P�"`"` ""D 1861'001 ea RENTON JZ q1E Nf}1 DATUM °EC PB Planning /Building /Public Works Dept. f ICT OW N BY DATE APPIR NsEIOAn SOLE �y N 10• 5' 0 10' 20' Scale In Feet LEGEND - - RIGHT OF WAY — — — — — LIMITS OF WORK TREE PROTECTION FENCING D1.7 TREE PROTECTION 8 D1.1 STORM DRAIN LINE — — — — — (SSD) SLOTTED STORM DRAIN LINE TRENCH INFILTRATION SYSTEM D 0 CATCH BASIN, TYPE 1 CATCH BASIN, TYPE 1 W /BEEHIVE GRATE CATCH BASIN, TYPE 1 t ❑� W /SOLID LOCKING LID 1 �v O 0 0 I / Ll I �� HB AG II� i AND DOWNTURNED ELBOW AREA DRAIN STORM DRAIN MANHOLE BURIED STORM DRAIN CLEANOUT D1.2 SANITARY SEWER CLEANOUT SANITARY SEWER LINE SIDE SEWER WATER LINE WATER SERVICE LINE FIRE HYDRANT FIRE DEPARTMENT CONNECTION, SEE MECHANICAL PLANS HOSE BIB - ABOVE GROUND WATER METER, SIZE PER PLAN WATER VALVE WATER FITTINGS WITH CONCRETE BLOCKING PIV, SEE NOTE 5 DDCVA e D1.4 Z INLET /OUTLET PROTECTION Dt 2 Z 2" DCVA Dsa O_ 1-- S= 310603 -- - -- Q PLEASE CALL 811 3 Working Days LLI BEFORE YOU DIG o- RHA KIRKLAND AVENUE 10/23/20 TOWNHOMES RENTON, WA 98056 DRAINAGE AND unLnY PLAN C2.3 sm: oE: I L, ,�) - � -),7