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Home My WebLink AboutR-370610m> E �r o= o h o c.c \ rr "DI99 JxFL) w - 6"\ -GVV -MJ) \ �= CONC-IRET VBLOCK IE 3 o E� " 10 \ a WATER • / 33> LF 61, SS / ®2� MN b" DI - �10 "x6" T PI G (mix L) 6" Su (FLx \ \ CO 5E B) C \ NOTES \ \\C 1.5" WATER METER w I Nil U ��,• � �,' III 1. SEE MECHANICAL PLANS FOR WATER SERVICE / �� \\ 0 \ CONNECTION AT BUILDINGS. \ F b 2. SEE MECHANICAL PLANS FOR SIDE SEWER CONNECTION TO BUILDINGS AND CLEANOUT LOCATIONS. 3. CONTRACTOR TO VERIFY SIDE SEWER PIPE SIZE FROM ? \ \ s _ BUILDINGS WITH MECHANICAL PRIOR TO INSTALLATION. 16' FIRE LINE 4. CONTRACTOR TO HAND DIG UTILITIES IN TREE CRZ �AND.6" DDCVA \ PO VAULT PER F� 5. SUBMIT PROPOSED PIV LOCATIONS TO COR FIRE CI F RENTON DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION. (STAND PLAN G 4). �J 6. CONTRACTOR SHALL INSTALL FINAL ASPHALT f -- 360. � SEE RESTORATION OF ALL ROADWAY CUTS INCLUDING arF oe ° TRENCHES FOR WATER SERVICE LINES AND WATER - IL METER INSTALLED BY CITY UTILITY MAINTENANCE G1.2 AND 0_ DEPARTMENT. SOT 7. DOWNSPOUT DISCHARGE PIPE ENDS SHALL BE CUT 1 2 3 IORETENTION, TO MATCH SLOPE OF BIORETENTION FACE. ENDS OF D1.3 D1.3 D1.3 TyP PIPES SHALL BE PROTECTED BY HAND PLACED COBBLES. r_j'i 6'X6' WATER METER EASEMENT CB TYPE 1 W /BEEHIVV1 GRATE RIM 37 § %84 IE 374//54 r 8. DISCHARGE FOOTING DRAINS TO NEAREST CATCH -•- • • • • - BASIN. DI a \SIDEWALKS AN%SITE IE 377.30 \ \ ,WALKWAYS (TYP)s� 9. SEE ELECTRICAL AND ARCHITECTURAL PLANS FOR CONNECT EXISTING TO o MANHOLE ., = 3MN2 i LIGHTING. 377.49 - IM I _T ASSEMBLY - SSD OR 110 LF 12" SD @ 2% MIN- F 6" SSD EX 12" SD 0_ BUILDING 3 EX 10" WATER (4 UNITS) TYPE 1 =776.5 RIM 378.17 PA IE (N.S) 371.4 (EX) �10 "x6" T PI G (mix L) 6" Su (FLx \ \ CO 5E B) C \ NOTES \ \\C 1.5" WATER METER w I Nil U ��,• � �,' III 1. SEE MECHANICAL PLANS FOR WATER SERVICE / �� \\ 0 \ CONNECTION AT BUILDINGS. \ F b 2. SEE MECHANICAL PLANS FOR SIDE SEWER CONNECTION TO BUILDINGS AND CLEANOUT LOCATIONS. 3. CONTRACTOR TO VERIFY SIDE SEWER PIPE SIZE FROM ? \ \ s _ BUILDINGS WITH MECHANICAL PRIOR TO INSTALLATION. 16' FIRE LINE 4. CONTRACTOR TO HAND DIG UTILITIES IN TREE CRZ �AND.6" DDCVA \ PO VAULT PER F� 5. SUBMIT PROPOSED PIV LOCATIONS TO COR FIRE CI F RENTON DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION. (STAND PLAN G 4). �J 6. CONTRACTOR SHALL INSTALL FINAL ASPHALT f -- 360. � SEE RESTORATION OF ALL ROADWAY CUTS INCLUDING arF oe ° TRENCHES FOR WATER SERVICE LINES AND WATER - IL METER INSTALLED BY CITY UTILITY MAINTENANCE G1.2 AND 0_ DEPARTMENT. SOT 7. DOWNSPOUT DISCHARGE PIPE ENDS SHALL BE CUT 1 2 3 IORETENTION, TO MATCH SLOPE OF BIORETENTION FACE. ENDS OF D1.3 D1.3 D1.3 TyP PIPES SHALL BE PROTECTED BY HAND PLACED COBBLES. r_j'i 6'X6' WATER METER EASEMENT CB TYPE 1 W /BEEHIVV1 GRATE RIM 37 § %84 IE 374//54 r 8. DISCHARGE FOOTING DRAINS TO NEAREST CATCH 19 LF 12 2% MIN SD PERVIOUS CONCRETE BASIN. DI a \SIDEWALKS AN%SITE IE 377.30 \ \ ,WALKWAYS (TYP)s� 9. SEE ELECTRICAL AND ARCHITECTURAL PLANS FOR CONNECT EXISTING TO o MANHOLE ., = 3MN2 i LIGHTING. 377.49 - _ 10. MINIMUM HORIZONTAL CLEARANCE FROM SEWER TO WATER LINE IS 10' MINIMUM. HORIZONTAL CLEARANCE MAY BE REDUCED TO 5' MIN IF SEWER IS A MINIMUM o 3' BELOW BOTTOM OF BIORETENTION SWALE AND 2' CITY OF NTON BELOW WATERLINE. MAINTAIN 8' MINIMUM CLEARANCE - "` -- - - BETWEEN WATER OR SEWER LINES AND NEW Approved by: Date:�1 RIGHT-OF-WAY TREES. ; A roved by_ Date: 11. ALL BIORETENTION FACILITIES AND RELATED APPURTENANCES WITHIN THE STREET RIGHT -OF -WAY SHALL BE MAINTAINED BY RENTON HOUSING Approved by: at . I AUTHORITY PER RESTRICTIVE COVENANTS RECORDED AF# Approved by: Dat _ - 12. ALL PLANTINGS IN BIORETENTION FACILITIES SHALL BE - - WATER TOLERANT. SEE LANDSCAPING SHEETS FOR PLANTING PLANS. �V�oFV+ QgoF .� SSIMIP RIIU= J/9.55 m DESIGN COMPANY 1205 SECOND AVE. SUITE 200 ff SEATTLE. WA 98101 Zb �� T 206.223.0326 F 206.223.0125 QA /QC EVIE W www.evrdes3gn.com a 29 LF 6" PVC 27 LF 4C' PVC 0 0 14 LF 12" Do LF 4" MH TYPE 1 48" W /GRATED LID RIM 378.46 8" IE IN 374.38 (NE) BUILDING 2 12" IE IN 374.38 (E) (6 UNITS) 12" IE OUT 374.28 (W) 2" WATER SERVICE 1.5" WATER METER --- 77 P17777 37 -- F 6 "'C -175.8 IE 6 SI ) =375.5 ` s IF 1;_ "'/I \I; -J /J.J IE I ZIP VC(NF_) =373.3 V -. 2 -m- EI 4 Sp` \ /\ ? KIRK R 6 1, 1e iL- 23 LF CB TYPE 6" SSD OR 6" DI W /BEEHIVE GRATE 42 IE 377.30 RIM 377.45 IE 371.89 i I IE 377.49 NEW FIRE HYDRANT- _ I _T ASSEMBLY - SSD OR 110 LF 12" SD @ 2% MIN- F 6" SSD EX 12" SD 0_ EX 10" WATER 4e MH TYPE 1 =776.5 RIM 378.17 (MATCH EX) IE (N.S) 371.4 (EX) iL- BASIN TYPE 1 1.42 04 _NCY LEGEND N 10' 5' 0 10' 20' Scale In Feet STRUCT RE - - RIUHI Ur WAY ° CATCH AS IN TYPE 1 W/G ATED LID - - - - - LIMITS OF WORK EM 4.72 TREE PROTECTION FENCING D1.1 TREE PROTECTION 8 D7.1 STORM DRAIN LINE (SSD) SLOTTED STORM DRAIN LINE TRENCH INFILTRATION SYSTEM D43 ❑® CATCH BASIN, TYPE 1 CATCH BASIN, TYPE 1 W /BEEHIVE GRATE N U CATCH BASIN, TYPE 1 ' W ❑� W /SOLID LOCKING LID AND DOWNTURNED ELBOW _ AREA DRAIN U) Op STORM DRAIN MANHOLE w m BURIED STORM DRAIN CLEANOUT W D1.2 U) 0 SANITARY SEWER CLEANOUT S l.Ll �^ Z TZ CQ G - 0 - 41 EX 12 'SS - 10 "x6" TAPPI TEE MdkFLj- - \ IE 365.7: 65 7t�E I 6" JGV (FLxMJ - _ CONCRETE BL K PERMIT CORRECTIONS 07/11/13 BENCHMARK w" 1NYD 1°BB PERMIT CORRECTIONS 9/30/1 omo9a AS NOTED CITY OF PERMIT CORRECTIONS 10/23/13 RM RENTON dZ °IE" DATUM °Ea pB Planning /Building /Public Works Dept. i q dE PMM NO. REVISION BY DATE APPR 2 %�iic70� fP". _ 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 U) WATER FITTINGS WITH Z T CONCRETE BLOCKING 0 ED PIV, SEE NOTE 5 V DDCVA e w INLET/OUTLET PROTECTION D52 O DcvA 2" DCVA D1 a U R"3706 10 PLEASE CALL 811 � 3 Working Days w BEFORE YOU DIG IL RHA KIRKLAND AVENUE 6/23/201 TOWNHOMES RENTON, WA 98056 „9 DRAINAGE AND unLl PLAN C2.2 siET: ae C�; R -37�c to 2x21 6" SSD OR TOTAL 42 LF 6" SSD + @ 0% R OUS CONCRETE P G LOT (TYP) _T 3x14 LF SSD OR TOTAL 40 F 6" SSD @ 0% BASIN TYPE 1 1.42 04 _NCY LEGEND N 10' 5' 0 10' 20' Scale In Feet STRUCT RE - - RIUHI Ur WAY ° CATCH AS IN TYPE 1 W/G ATED LID - - - - - LIMITS OF WORK EM 4.72 TREE PROTECTION FENCING D1.1 TREE PROTECTION 8 D7.1 STORM DRAIN LINE (SSD) SLOTTED STORM DRAIN LINE TRENCH INFILTRATION SYSTEM D43 ❑® CATCH BASIN, TYPE 1 CATCH BASIN, TYPE 1 W /BEEHIVE GRATE N U CATCH BASIN, TYPE 1 ' W ❑� W /SOLID LOCKING LID AND DOWNTURNED ELBOW _ AREA DRAIN U) Op STORM DRAIN MANHOLE w m BURIED STORM DRAIN CLEANOUT W D1.2 U) 0 SANITARY SEWER CLEANOUT S l.Ll �^ Z TZ CQ G - 0 - 41 EX 12 'SS - 10 "x6" TAPPI TEE MdkFLj- - \ IE 365.7: 65 7t�E I 6" JGV (FLxMJ - _ CONCRETE BL K PERMIT CORRECTIONS 07/11/13 BENCHMARK w" 1NYD 1°BB PERMIT CORRECTIONS 9/30/1 omo9a AS NOTED CITY OF PERMIT CORRECTIONS 10/23/13 RM RENTON dZ °IE" DATUM °Ea pB Planning /Building /Public Works Dept. i q dE PMM NO. REVISION BY DATE APPR 2 %�iic70� fP". _ 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 U) WATER FITTINGS WITH Z T CONCRETE BLOCKING 0 ED PIV, SEE NOTE 5 V DDCVA e w INLET/OUTLET PROTECTION D52 O DcvA 2" DCVA D1 a U R"3706 10 PLEASE CALL 811 � 3 Working Days w BEFORE YOU DIG IL RHA KIRKLAND AVENUE 6/23/201 TOWNHOMES RENTON, WA 98056 „9 DRAINAGE AND unLl PLAN C2.2 siET: ae C�; R -37�c to