Loading...
HomeMy WebLinkAboutS-3706010 0 a 5 o-v Q 0 a U 1� tj w w r z U v 0 a = HLINE SEE, SHEET C2.3 PORTION OF: SE 1/4 & NE 1/4 OF THE SW 1/4, SECTION 04, T. 23 N., R. 05 E., W.M. NOTES 1. SEE MECHANICAL PLANS FOR WATER SERVICE CONNECTION AT BUILDINGS. 2 SEE MECHANICAL PLANS FOR SIDE SEWER � I ��T7J I \PERVIOUS CONCRETE V A V A PERVIOUS 1CO REfE—\ "R I I 24LF4 "DI@ 1% MIN 6'x6' WATER METER— EASEMENT I 2" WATER METER---- k J F RT1 AND 1� HORIZONTAL CLEARANCE IE 376.32 REQUIREMENTS, SEE NOTE 10. 2" WATER — _ ", icE?VIQE 81 LF BUILDING 1 (8 UNITS) I/7 SEE NOTE 2, TYP e ■�= I �fJ�i1li� e 27 LF 6"M %2171,rml-, .,c,r I I r I 2� I X8.4 —" n �1 -� � �„P; —'661 _5 _— 2% MIN (SEE NOTE 3)L F l 1.. _M —� r —i 27 LF 4" DI 28 LF I 8" SD I vJ I I I - I l v , I W 3 OW SPOUT DISCI Tb ORETENTION, $EE OTE 7. co I Ala YI I I _r I III BIORETENTION, 7 TYP D1 I \M IE 376.18 _ — - si PUB Y - ' 0.0.0.0.0 /B �— -- — ITER N 2 J/� �� � 'TYP I 2 LF 6" DI N z W /BEEHIVE ATE 1 = 6 �I S1 llE'3tg1 (W) f\ lE_? 7074 (SE) I N EX 10" WATER 12' ,')Rk "c7t�(MATCAi R- -) 1' 2 ? � N " 1 �- � — I IE (S,N) 369.6 (EX) � v -M -- . GROWN) (MA- 1O fi - EX 12" SS fZ11—NI�FIT A I "A i r--� A 1 1. IE 363.2± ►60 DESIGN COMPANY 1205 SECOND AVE. SUITE 200 SEATTLE. WA 95101 T 206.223.0326 F 206.223.0125 www.evrdeeigu.c0m NO. I r CB RIM 37.51' IE 371.38 I _;o -- :,- - -___- _EX HYDRANT NE037. RETROFIT WITH 5" QUICK COTTNECT-STII(tZ - — FITTINGS — — — REVISION CONNECTION TO BUILDINGS AND CLEANOUT LOCATIONS. I 3. CONTRACTOR TO VERIFY SIDE SEWER PIPE SIZE FROM BUILDINGS WITH MECHANICAL PRIOR TO INSTALLATION. I 4. CONTRACTOR TO HAND DIG UTILITIES IN TREE CRZ. 15. SUBMIT PROPOSED PIV LOCATIONS TO COR FIRE DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION. 6. CONTRACTOR SHALL INSTALL FINAL ASPHALT RESTORATION OF ALL ROADWAY CUTS INCLUDING TRENCHES FOR WATER SERVICE LINES AND WATER METER INSTALLED BY CITY UTILITY MAINTENANCE DEPARTMENT. 7. DOWNSPOUT DISCHARGE PIPE ENDS SHALL BE CUT TO MATCH SLOPE OF BIORETENTION FACE. ENDS OF PIPES SHALL BE PROTECTED BY HAND PLACED COBBLES. 8. DISCHARGE FOOTING DRAINS TO NEAREST CATCH BASIN. 9. SEE ELECTRICAL AND ARCHITECTURAL PLANS FOR LIGHTING. 10. MINIMUM HORIZONTAL CLEARANCE FROM SEWER TO z WATER LINE IS 10' MINIMUM. HORIZONTAL CLEARANCE 1.3 MAY BE REDUCED TO 5' MIN IF SEWER IS A MINIMUM 3' BELOW BOTTOM OF BIORETENTION SWALE AND 2' BELOW WATERLINE. MAINTAIN 8' MINIMUM CLEARANCE BETWEEN WATER OR SEWER LINES AND NEW RIGHT -OF -WAY TREES. j 11. ALL BIORETENTION FACILITIES AND RELATED APPURTENANCES WITHIN THE STREET RIGHT -OF -WAY L SHALL BE MAINTAINED BY RENTON HOUSING E AUTHORITY PER RESTRICTIVE COVENANTS RECORDED AF# ---------------- 12. ALL PLANTINGS IN BIORETENTION FACILITIES SHALL BE _ WATER TOLERANT. SEE LANDSCAPING SHEETS FOR PLANTING PLANS. SSI.r RIPA 37 �'N b (E) -362 F CITY OF RENTON Approved by Approved by: /`� Approved by QW / C4 — — - — — — I°Approved-by;_ �: SN9 ,E55 AS NOTED 101�0X1""� 1°8J�1BD1 ea _ CITY OF RENTON °HE Ntli DATUM . *wu scrE Planning /Building /Public Works Dept. SCNE.KKC�T S- 3� N 10' 5' 0 10' 20' LEGEND Scale In Feet - - RIGHT OF WAY — — — — — LIMITS OF WORK TREE PROTECTION FENCING 5 D1.1 TREE PROTECTION 8 D7.1 STORM DRAIN LINE (SSD) SLOTTED STORM DRAIN LINE TRENCH INFILTRATION SYSTEM 4 ❑® CATCH BASIN, TYPE 1 CATCH BASIN, TYPE 1 W /BEEHIVE GRATE CATCH BASIN, TYPE 1 D W /SOLID LOCKING LID AND DOWNTURNED ELBOW AREA DRAIN OSTORM DRAIN MANHOLE BURIED STORM DRAIN CLEANOUT D7.2 0 SANITARY SEWER CLEANOUT SANITARY SEWER LINE SIDE SEWER WATER LINE WATER SERVICE LINE FIRE HYDRANT FIRE DEPARTMENT CONNECTION, SEE MECHANICAL PLANS HB HOSE BIB - ABOVE GROUND AG WATER METER, SIZE PER PLAN N WATER VALVE Pd ,O, WATER FITTINGS WITH T CONCRETE BLOCKING ® PIV, SEE NOTE 5 DDCVA D1.4 NLET /OUTLET PROTECTION e D1.2 (n DCVA 2" DCVA Z D7.4 O S =3 70601 U Ir Date: he�/S _ O Date: (B/zsk U DaterI ~ C Date: PLEASE CALL 811 fr 3 Working Days LV BEFORE YOU DIG o- RHA KIRKLAND AVENUE 10/23/201 TOWNHOMES RENTON, WA 98056 DRAINAGE AND UTam PLAN C2.1 SxO:r a: C1�; k -37060 I