Loading...
HomeMy WebLinkAboutS-370602;a F> m >> o t o: � o ti == a \, C01w U o EX' -10" 0- \ WATER • 33; LF 6' ®2�MI 2` 6" IE 37" JXFL) y- v� y c` \� IE 3 .63� -- i P� : • WE IN 1.5" WATER METER / J \ ' 6 6'X6' WATER o E EASEME v, A /�10 "x6" T PrI G 11� \ \ \ r (MJxFL) N IR \ YDR NT / = 6" fiV. (FLx ) � AASEME \ I\ CONC�BiE B C \ s i \ 2" �,W*6 SERVICE 6 \ 1. SEE MECHANICAL PLANS FOR WATER SERVICE CONNECTION AT BUILDINGS. F 0 2. SEE MECHANICAL PLANS FOR SIDE SEWER CONNECTION TO BUILDINGS AND CLEANOUT \ LOCATIONS. 3. CONTRACTOR TO VERIFY SIDE SEWER PIPE SIZE FROM BUILDINGS WITH MECHANICAL PRIOR TO INSTALLATION. 6" FIRE LINE NOW.,- �.� •�� 4. CONTRACTOR TO HAND DIG UTILITIES IN TREE CRZ. ME,, , \ •_- '14110161 •III r 5. SUBMIT PROPOSED PIV LOCATIONS TO CDR FIRE CI F \ Cp, DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION. (STAND PLAN \ A L \.i NONE BUILDING 3 RESTORATION OF ALL ROADWAY CUTS INCLUDING PAI TRENCHES FOR WATER SERVICE LINES AND WATER METER INSTALLED BY CITY UTILITY MAINTENANCE G1.2 AND -_ P� : • WE IN 1.5" WATER METER / J \ ' 6 6'X6' WATER o E EASEME v, A /�10 "x6" T PrI G 11� \ \ \ r (MJxFL) N IR \ YDR NT / = 6" fiV. (FLx ) � AASEME \ I\ CONC�BiE B C \ s i \ 2" �,W*6 SERVICE 6 \ 1. SEE MECHANICAL PLANS FOR WATER SERVICE CONNECTION AT BUILDINGS. F 0 2. SEE MECHANICAL PLANS FOR SIDE SEWER CONNECTION TO BUILDINGS AND CLEANOUT \ LOCATIONS. 3. CONTRACTOR TO VERIFY SIDE SEWER PIPE SIZE FROM BUILDINGS WITH MECHANICAL PRIOR TO INSTALLATION. 6" FIRE LINE 4. CONTRACTOR TO HAND DIG UTILITIES IN TREE CRZ. AND 6" DDCVA \ JO \ VA(JLT PER RENTON ° 5. SUBMIT PROPOSED PIV LOCATIONS TO CDR FIRE CI F \ Cp, DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION. (STAND PLAN \ A 360.4). SEE 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 G1.2 AND -_ _ L0 - W. DEPARTMENT. 1 2 3 s 7. DOWNSPOUT DISCHARGE PIPE ENDS SHALL BE CUT ORETENTION, TO MATCH SLOPE OF BIORETENTION FACE. ENDS OF D7.3 D7.3 D1.3 P PIPES SHALL BE PROTECTED BY HAND PLACED COBBLES. 19 LF 12 SD PERVIOUS C 8. DISCHARGE FOOTING DRAINS TO NEAREST CATCH 2% MIN BASIN. a SIDEWALKS CONNECT TO \JALKWAYS 9 SEE ELECTRICAL AND ARCHITECTURAL PLANS FOR EXISTING MANHOLE °= B P.A 2 10. MINIMUM HORIZONTAL CLEARANCE FROM SEWER TO WATER LINE IS 10' MINIMUM. HORIZONTAL CLEARANCE - D_ - 5D MAY BE REDUCED TO 5' BETWEEN WATER ORMSEWERNLINES MINIMUM CLEARANCE 3' BELOW BOTTOM OF BIORETENTION SWALE AND 2' Approved by: __ -CITY OF NTON Date: 7, RIGHT -OF -WAY TREES. b �� 11. ALL BIOREEENTION FACILITIES AND RELATED Approved y: Date: _D _ APPURTENANCES WITHIN THE STREET RIGHT -OF -WAY SHALL BE MAINTAINED BY RENTON HOUSING Approved by: Dated, AUTHORITY PER RESTRICTIVE COVENANTS RECORDED AF# Approved by: Dat�T_ 12. ALL PLANTINGS IN BIORETENTION FACILITIES SHALL BE - - WATER TOLERANT. SEE LANDSCAPING SHEETS FOR PLANTING PLANS. SSIv11, MM=) 79.5 ~ W 0 a : m 6 1205 SECOND ' DESIGN COMPANY SEATTLE, WA 98101 SUITE 200 23 63 T 206.223.0326 h P 206.223.0125 QA /QC REVIEW www.avdesigv.com SITE / / / / 29 LF 6" PVC 0 1P LF 12" D0 2 1�1 MH TYPE 1 48"' /GRATED LID RIM 378.46 C 8" IE IN 374.38 BUILDING 2 12" IE IN 374.38 (E) 6'X6' WATER 2" WATER SERVICE METER EASEMENT 1.5" WATER METER (E)-375.8 6" DI W/BEEHIVE GRATE7 IE 377.30 RIM 377.45 IE +I v • �� tll.3C11� 3dG'�9�� 8• C IE 377.49 HYDRANT- IF 1E 12"C9(S)=573.2 ASSEMBLY 0 J ^ r7 2x21 6" SSD OR N TOTAL 42 LF 6" SSD + O 0% R OUS CONCRETE It P K G LOT (TYP) 10' 5' 0 10' 20' Scale In Feet 3x14 LF " SSD OR TOTAL 40 F 6" SSD 0% CATC BASIN TYPE 1 1 81.42 378.04 EMER NCY LEGEND OVERFL W STRUCT RE - - RIGHT OF WAY ° CATCH ASIN TYPE 1 W/G ATED LID - - - - - LIMITS OF WORK IE 4.72 4 72 TREE PROTECTION FENCING D1.1 TREE PROTECTION 8 D7.1 STORM DRAIN LINE (SSD) SLOTTED STORM DRAIN LINE TRENCH INFILTRATION SYSTEM D43 1 o L - s e m CATCH BASIN, TYPE 1 CATCH BASIN, TYPE 1 W /BEEHIVE GRATE N (� CATCH BASIN, TYPE 1 ❑❑ W /SOLID LOCKING LID W AND DOWNTURNED ELBOW u AREA DRAIN (n STORM DRAIN MANHOLE u B BURIED STORM DRAIN CLEANOUT u D7.2 0 O SANITARY SEWER CLEANOUT (C) 110 LF 12" SD @ 2% MIN' 1 1 SD -- �� - - J so EX 10" WATER ni��� 7� �3 48" MH TYPF 1 RIM 378.17 (MATCH EX) - 2" r - IE (N,S) 371.4 (EX) P - -- � EX 12 05 � -s-- -1 -- 10 "x6" TAPPI G, TEE SMJkFL� -- IE 365.1t� 6" [GV (FLxMJ�� \ - CONCRETE BL K -- -- PERMIT CORRECTIONS 7/11/1 BENCHMARK PERMIT CORRECTIONS D9/30/1 AS NOTED Np�°"`"` ""e 1861'0°' @�. CITY OF PERMIT CORRECTIONS 10/23/13 RM uZ RENTON II 4XE H°' II DATUM °APB Arm Planning /Building /Public Works Dept. i HT dE N? NO. REVISION BY DATE APPR SALE KCam y s wc)00 ra SANITARY SEWER LINE SIDE SEWER WATER LINE WATER SERVICE LINE -6- FIRE HYDRANT FIRE DEPARTMENT CONNECTION, SEE MECHANICAL PLANS HB HOSE BIB - ABOVE GROUND AG 6m WATER METER, SIZE PER PLAN H WATER VALVE W WATER FITTINGS WITH Z m CONCRETE BLOCKING 0 ® PIV, SEE NOTE 5 V DDCVA Lu INLET /OUTLET PROTECTION D52 O DCVA 2" DCVA Di 4 U S=370602 PLEASE CALL 811 Cc 3 Working Days LLI BEFORE YOU DIG 0- RHA KIRKLAND AVENUE 10/23/201 TOWNHOMES RENTON, WA 98056 DRAINAGE AND UTILITY PLAN necc ce 0- 'D' R- E >OG Icy