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HomeMy WebLinkAboutR-370609w a z Q w 00 o' a_ a J Fe o� N4 O h o h.. N UI H I WI 2 0 Ill U Z 74, . -CHLINE SE 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. \ \ \ \\ I NOTES it 1. SEE MECHANICAL PLANS FOR WATER SERVICE CONNECTION AT BUILDINGS. I 2. SEE MECHANICAL PLANS FOR SIDE SEWER I CONNECTION TO BUILDINGS AND CLEANOUT I III LOCATIONS. RP L R I 3. CONTRACTOR TO VERIFY SIDE SEWER PIPE SIZE FROM ° < BUILDINGS WITH MECHANICAL PRIOR TO INSTALLATION. PERVIOUS I� PERVIOUS CONCRETE SIDEWALK ETE I I —� SITE WALKWAYS (TYP) : I l , 4. CONTRACTOR TO HAND DIG UTILITIES IN TREE CRZ. 5. SUBMIT PROPOSED PIV LOCATIONS TO COR FIRE L - - -- -- - - - -- DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION. 6. CONTRACTOR SHALL INSTALL FINAL ASPHALT 4 RESTORATION OF ALL ROADWAY CUTS INCLUDING • 0 O I TRENCHES FOR WATER SERVICE LINES AND WATER I I 24LF4 "DI® 1% MIN 6'x6' WATER METER— EASEMENT 2" WATER METER —\ I r N I\ \tj F AND HORIZONTAL CLEARANCE IE 376.32 REQUIREMENTS, SEE NOTE 10. 2" WATER — \ JvSERVIQE 81 LF 6%PVCI @ 1% BUILDING 1 (8 UNITS) SEE NOTE 2, TYP I1 c E• E IE 376.18 r 22 LF 6" DI EX 12" SD - EX 10" WATER r— i ,- EX 12" SS � `, Z ,- ' -- 7 _1 ODY - i4 3 S METER INSTALLED BY CITY UTILITY MAINTENANCE - -._ (SEE NOTE 3)1 E• E IE 376.18 r 22 LF 6" DI EX 12" SD - EX 10" WATER r— i ,- EX 12" SS p E 3; ti� i SHRUB � C,j 3 OX 0000 / \I - -CHL z l W /Q� Al. ATE �aM'31 S � N ! o ( r ifE- -3 -kr41 (W) N (N TE ,�,4 (SE) E 1 •�., I r iC T— 48 KAH` TYPE 1 - i l �,. � } F fvt✓ � fi � °MAT - _ - ®���� so IE (S N) 369.6 (EX) SS it R1i1 5 9y ------ I °(W) 369.60 (M ROWN) ;E) 362.5 =" 7 'HAN '67. EX HYDRANT 037\SRETROFIT IE 363.21 - - - - WITH 5' QUICK CONNECT STORZ FITTINGS. CITY OF RENTON Approved by Approved by: ,/ i Approved by: (co N 10' 5' 0 10' 20' LEGEND Scale In Feet - - RIGHT OF WAY — — — — — LIMITS OF WORK TREE PROTECTION FENCING D1.1 TREE PROTECTION Q) STORM DRAIN LINE (SSD) SLOTTED STORM DRAIN LINE TRENCH INFILTRATION SYSTEM D7.3 FOR CATCH BASIN, TYPE 1 CATCH BASIN, TYPE 1 W /BEEHIVE GRATE CATCH BASIN, TYPE 1 ❑� W /SOLID LOCKING LID ❑ D O HB AG "1' W D Date: 14/S Date: 10/7-Sk Date: JOIN 113 Date: AND DOWNTURNED ELBOW AREA DRAIN STORM DRAIN MANHOLE BURIED STORM DRAIN CLEANOUT e D7.2 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 INLET /OUTLET PROTECTION 2" DCVA Z D7.4 O R= 310609 U cc Ir O PLEASE CALL 811 3 Working Days w BEFORE YOU DIG 0- PERMIT CORRECTIONS 7/11/1 PERMIT CORRECTIONS 9/30/1 BENCHMARK AS NOTED p9 RHA KIRKLAND AVENUE DES I G N COMPANY o "°"�°" "°'°� "°°' } 10/23/201 CITY OF 60 PERMIT CORRECTIONS 10/23/13 RM "'R TOWNHOMES 1205 SECOND 9810 SUITE 200 014M2 J2 RENTON RENTON, WA 98056 dUA1F N2 SEATTLE, WA 98101 ' oiZ� DATUM T 206.223.0326 °' 9 AT� Planning /Building /Public Works Dept. DRAINAGE AND UTILITY RAN C2.1 F 206.223.0125 F llOf OK OIW wwwsvrdeeign.com NO. REVISION BY DATE APPR 30607 5 RI ODY METER INSTALLED BY CITY UTILITY MAINTENANCE DEPARTMENT. 9 LF 6" DI I 1' 7. DOWNSPOUT DISCHARGE PIPE ENDS SHALL BE CUT 1% MIN DOW SPOUT DISCHA E TO MATCH SLOPE OF BIORETENTION FACE. ENDS OF 7�3 ORETENTION, PIPES BE PROTECTED BY HAND PLACED 27 LF +6" DICE OTE 7. COBBLES.ALL ® 1% MIN I co I 8. DISCHARGE FOOTING DRAINS TO NEAREST CATCH BASIN. I 9. SEE ELECTRICAL AND ARCHITECTURAL PLANS FOR LIGHTING. I10. MINIMUM HORIZONTAL CLEARANCE FROM SEWER TO BIOR ENTION, 1 2 WATER LINE IS 10' MINIMUM. HORIZONTAL CLEARANCE TYP I D1.3 D1.3 MAY BE REDUCED TO 5' MIN IF SEWER IS A MINIMUM 3 3' BELOW BOTTOM OF BIORETENTION SWALE AND 2' BELOW WATERLINE. MAINTAIN 8' MINIMUM CLEARANCE 27 LF 4" DI BETWEEN WATER OR SEWER LINES AND NEW I RIGHT -OF -WAY TREES. s 11. ALL BIORETENTION FACILITIES AND RELATED JI I APPURTENANCES WITHIN THE STREET RIGHT -OF -WAY I CB 1 T,TE SHALL BE MAINTAINED BY RENTON HOUSING -- "EEHI AUTHORITY PER RESTRICTIVE COVENANTS RECORDED EIM371AF#---------------- 12. ALL PLANTINGS IN BIORETENTION FACILITIES SHALL BE 28 LF I I r WATER TOLERANT. SEE LANDSCAPING SHEETS FOR 8" SD I I PLANTING PLANS. p E 3; ti� i SHRUB � C,j 3 OX 0000 / \I - -CHL z l W /Q� Al. ATE �aM'31 S � N ! o ( r ifE- -3 -kr41 (W) N (N TE ,�,4 (SE) E 1 •�., I r iC T— 48 KAH` TYPE 1 - i l �,. � } F fvt✓ � fi � °MAT - _ - ®���� so IE (S N) 369.6 (EX) SS it R1i1 5 9y ------ I °(W) 369.60 (M ROWN) ;E) 362.5 =" 7 'HAN '67. EX HYDRANT 037\SRETROFIT IE 363.21 - - - - WITH 5' QUICK CONNECT STORZ FITTINGS. CITY OF RENTON Approved by Approved by: ,/ i Approved by: (co N 10' 5' 0 10' 20' LEGEND Scale In Feet - - RIGHT OF WAY — — — — — LIMITS OF WORK TREE PROTECTION FENCING D1.1 TREE PROTECTION Q) STORM DRAIN LINE (SSD) SLOTTED STORM DRAIN LINE TRENCH INFILTRATION SYSTEM D7.3 FOR CATCH BASIN, TYPE 1 CATCH BASIN, TYPE 1 W /BEEHIVE GRATE CATCH BASIN, TYPE 1 ❑� W /SOLID LOCKING LID ❑ D O HB AG "1' W D Date: 14/S Date: 10/7-Sk Date: JOIN 113 Date: AND DOWNTURNED ELBOW AREA DRAIN STORM DRAIN MANHOLE BURIED STORM DRAIN CLEANOUT e D7.2 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 INLET /OUTLET PROTECTION 2" DCVA Z D7.4 O R= 310609 U cc Ir O PLEASE CALL 811 3 Working Days w BEFORE YOU DIG 0- PERMIT CORRECTIONS 7/11/1 PERMIT CORRECTIONS 9/30/1 BENCHMARK AS NOTED p9 RHA KIRKLAND AVENUE DES I G N COMPANY o "°"�°" "°'°� "°°' } 10/23/201 CITY OF 60 PERMIT CORRECTIONS 10/23/13 RM "'R TOWNHOMES 1205 SECOND 9810 SUITE 200 014M2 J2 RENTON RENTON, WA 98056 dUA1F N2 SEATTLE, WA 98101 ' oiZ� DATUM T 206.223.0326 °' 9 AT� Planning /Building /Public Works Dept. DRAINAGE AND UTILITY RAN C2.1 F 206.223.0125 F llOf OK OIW wwwsvrdeeign.com NO. REVISION BY DATE APPR 30607