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A'I r ST1 c D ,E-* C'101k,,CRETE E41..C1C'yA.'C; MA1,4 ICE, vv.7H 6' F AkNZE'. sj(). 5' AT L: VALk 40V' -509, RES1, iENT SE T x T ............... PUBLIC Wof?Ks FIRE HYDRANT ASSEMBLY STD. m" 3101 DEPAHTMENT MARCH 2010 WATER MAIM %' ADDI-IONAL ADJk_,,STVPNT IS INSTALL 2-2" CLOSL I %;PP_F AND 2- 2' 90• r37 ND, SCRFW7D A- THIS PD N` Fill_[) LOCAfE. PLASTIC METF.'R HOX IN 20 --__OSi_ Nij;;LL PLAN fER OR CAST IRON BOX �;N- PAVE OR CONCRETE AR-EAS_ 11 CLOSE NIPPLE 2" L 2" 90' F180W 2' 90' ELBOWL 2' GAL VAN: /:D -f. AS REQUIRED CONC RE 'E SLOCKNG PL A\ VALVE N,; I LXT;-, \SION AS RLIQUIRLD -WO P ECE CAS' IRON VA_vf: (SEE DING BR46 / PAGE 8090) E04,AL `0 OLYMPIC FOUNDRY C10. GMCiUND L, NZ l CONCRETE SIDEWALK STANDARD 8" TOP SEC`0N. 6 MAX., ww '0., -?E GUAR BASE SEC `10% .1 LENGTH TO FIT. / ; : .,�,�;� 2' RESIDENT SEA-ED GA-417- VALVE. SCREWED 2' GALVANIZED PIPE 12" -ONG 2" C-OSE NIPP-E - BETIIYEEN CAP OR PL„3_ AND 2" 9C* ELBOW NS-ALL 4 MIL PO-YETHYLE-MC 18" MAX. �A A57 IC COVER OV-t:R WASHEA; GRAVEL CJT -XE FOR PIPE 10 CU. FT. WASHED GRAVEL =ASSIN-V ' - 112' AND RETAINED ON 1/4" MESr, CAR DRAIN ELEVATION 1W* 1' . AH, Ac:�K� 2' BLOW -OFF PERMANENT ASSEMBLY 2 112" NST (HOSE) AND 2 1/2- FNST CAP NT*- GASKET 2'x2%2` 'TEE AND 2" CAP 2" CLOSE NIPPLE SEWTEEN "I.FEE AND 9,0* ELBOW, 2" 90* ELJQW OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. A PORTION OF THE NW 1/4, SE 1/4, SECTION 9, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON E ju.0 P DE . CLA3S 4�� CELfi N LINED, ;fNr4r�-. TC A I EN is EE.. _jE 1RODCS. r_ C3 Lw BLC-Co, _NDER "-DRANT 3 C 3-3Z_ F-tNGE RACE A I.fll AVE. NORTH m _M AFCA- %Jlt� S LEVELI Gi. 001-4.40: Mirli '3 RADIUS 77 C?4i. %Or�, FICCK 3N C f T 7 D A� ft STREET T ............... PUBLIC Wof?Ks FIRE HYDRANT ASSEMBLY STD. m" 3101 DEPAHTMENT MARCH 2010 WATER MAIM %' ADDI-IONAL ADJk_,,STVPNT IS INSTALL 2-2" CLOSL I %;PP_F AND 2- 2' 90• r37 ND, SCRFW7D A- THIS PD N` Fill_[) LOCAfE. PLASTIC METF.'R HOX IN 20 --__OSi_ Nij;;LL PLAN fER OR CAST IRON BOX �;N- PAVE OR CONCRETE AR-EAS_ 11 CLOSE NIPPLE 2" L 2" 90' F180W 2' 90' ELBOWL 2' GAL VAN: /:D -f. AS REQUIRED CONC RE 'E SLOCKNG PL A\ VALVE N,; I LXT;-, \SION AS RLIQUIRLD -WO P ECE CAS' IRON VA_vf: (SEE DING BR46 / PAGE 8090) E04,AL `0 OLYMPIC FOUNDRY C10. GMCiUND L, NZ l CONCRETE SIDEWALK STANDARD 8" TOP SEC`0N. 6 MAX., ww '0., -?E GUAR BASE SEC `10% .1 LENGTH TO FIT. / ; : .,�,�;� 2' RESIDENT SEA-ED GA-417- VALVE. SCREWED 2' GALVANIZED PIPE 12" -ONG 2" C-OSE NIPP-E - BETIIYEEN CAP OR PL„3_ AND 2" 9C* ELBOW NS-ALL 4 MIL PO-YETHYLE-MC 18" MAX. �A A57 IC COVER OV-t:R WASHEA; GRAVEL CJT -XE FOR PIPE 10 CU. FT. WASHED GRAVEL =ASSIN-V ' - 112' AND RETAINED ON 1/4" MESr, CAR DRAIN ELEVATION 1W* 1' . AH, Ac:�K� 2' BLOW -OFF PERMANENT ASSEMBLY 2 112" NST (HOSE) AND 2 1/2- FNST CAP NT*- GASKET 2'x2%2` 'TEE AND 2" CAP 2" CLOSE NIPPLE SEWTEEN "I.FEE AND 9,0* ELBOW, 2" 90* ELJQW OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. A PORTION OF THE NW 1/4, SE 1/4, SECTION 9, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON it C/) rvj q; q ry 1w 1 M z m m -4h 22LF.9 8" D.I. WM CP ---------- A_ 0 ------------- j ti .4L. I 0 sy x RIMI 44 PIERCE AVENUE NE 27.5' UTILITY EASEMENT 211 LF.. 6" D.I. WM .................. ............. .... . .... .. Ark 2" BLOW OFF PER STD. PLAN #340.1 . . ........ ----- ---------- ------------ --- ----- IE==39. . ........ ........ --- STA. 19+21.669 17' LT.+/— 10 CUT—IN CONNECTION (BY CITY FORCES) 1-8 x8 TEE (MJxFQ 1-8" GATE VALVE (FLxMJ) 2—SLEEVES (MJxMJ) 1— CONCRETE BLOCK NOTE= EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF Al-L EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON, THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG1811 it It f f i I SEE CONNECTION DETAIL PER CITY STANDARD j STA Ar)-L'XQ 50 WDT PLAN NO. 300.1• L. 0*000 0 IViI , so 0 27460 00 ST0;04 000 sldk- A L 01/06/2015 NO. > 2 BOTTOM OF HYDRANT/TOP OF FLANGE=401.50 1 -8 "x6" TEE (MJxFQ 1 -FIRE HYDRANT ASSEMBLY CUT & C P EXISTING 1-8"x6" REDUCER (MJxFQ 3/4- SE ICE AT MAIN 1-6" GATE VALE (FLxMJ) 1- CONCRETE BLOCK CENTER OF HYDRANT, 14.09 RT. PIERCE PLACE NE NEW VALVE INSTALLED T _ DURING SHTT PLAT I SOUT CONSTRUCTI N TO OUT ALL FIRE HYDRANTS TO BE SHACKLED PER CITY STANDARDS1 ALL WATER SERVICES SHALL BE 1 of SERVICE LINE F ALLWATER METERS SHALL BE 3/4 IN SIZE 40+00 SITES SURVEY & MAPPING SCALE DESCHM D.L. OFFE, P.E. DR%ft D.L. , OFFE, P.E. ow WCH cHmKm 0 FULL W.&E F wr ow OCH REVISION BY DATE AP P R *Pwim SC&E OCCORDSMY 41+00 42+00 wom Wl mI M /l m CITY OF RENTON DATUM Planning/Building/Public Works Dept. GRAPHIC SCALE 0 15 30 60 1 inch = JO feet W- 311102 -RECOMMENDED FOR APPROVAL By, %PdtM/ L Byi Datei Byl Datet Byl Date., NE 7th NORTH PHASE 2 SCOTT DONOGH HOMES, INC. WATER PLAN & PROFILE 3518 NE 7th Street 01/06/2015 ne.08001L PPM- 01111011111111116 m SHM: 10 OF. 13 �ouNN z Z c r_ C3 z MONROE AVE. NORTH m INT'X MONUMENT FOUND TACK & LEAD IN MONUMENT CASE STA. 10+00, NE 7TH STREET .... ...... J -7 t"r, kJ NEW VALVE INSTALLED OD DURING SHORT PLAT 0 CONSTRUCTION TO SOUTH . . . . ........... .... ...... ... .. . . ..... ... ............ ....... ............. .......... .. .... ......... ................... _4x MI' m cd NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL it C/) rvj q; q ry 1w 1 M z m m -4h 22LF.9 8" D.I. WM CP ---------- A_ 0 ------------- j ti .4L. I 0 sy x RIMI 44 PIERCE AVENUE NE 27.5' UTILITY EASEMENT 211 LF.. 6" D.I. WM .................. ............. .... . .... .. Ark 2" BLOW OFF PER STD. PLAN #340.1 . . ........ ----- ---------- ------------ --- ----- IE==39. . ........ ........ --- STA. 19+21.669 17' LT.+/— 10 CUT—IN CONNECTION (BY CITY FORCES) 1-8 x8 TEE (MJxFQ 1-8" GATE VALVE (FLxMJ) 2—SLEEVES (MJxMJ) 1— CONCRETE BLOCK NOTE= EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF Al-L EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON, THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG1811 it It f f i I SEE CONNECTION DETAIL PER CITY STANDARD j STA Ar)-L'XQ 50 WDT PLAN NO. 300.1• L. 0*000 0 IViI , so 0 27460 00 ST0;04 000 sldk- A L 01/06/2015 NO. > 2 BOTTOM OF HYDRANT/TOP OF FLANGE=401.50 1 -8 "x6" TEE (MJxFQ 1 -FIRE HYDRANT ASSEMBLY CUT & C P EXISTING 1-8"x6" REDUCER (MJxFQ 3/4- SE ICE AT MAIN 1-6" GATE VALE (FLxMJ) 1- CONCRETE BLOCK CENTER OF HYDRANT, 14.09 RT. PIERCE PLACE NE NEW VALVE INSTALLED T _ DURING SHTT PLAT I SOUT CONSTRUCTI N TO OUT ALL FIRE HYDRANTS TO BE SHACKLED PER CITY STANDARDS1 ALL WATER SERVICES SHALL BE 1 of SERVICE LINE F ALLWATER METERS SHALL BE 3/4 IN SIZE 40+00 SITES SURVEY & MAPPING SCALE DESCHM D.L. OFFE, P.E. DR%ft D.L. , OFFE, P.E. ow WCH cHmKm 0 FULL W.&E F wr ow OCH REVISION BY DATE AP P R *Pwim SC&E OCCORDSMY 41+00 42+00 wom Wl mI M /l m CITY OF RENTON DATUM Planning/Building/Public Works Dept. GRAPHIC SCALE 0 15 30 60 1 inch = JO feet W- 311102 -RECOMMENDED FOR APPROVAL By, %PdtM/ L Byi Datei Byl Datet Byl Date., NE 7th NORTH PHASE 2 SCOTT DONOGH HOMES, INC. WATER PLAN & PROFILE 3518 NE 7th Street 01/06/2015 ne.08001L PPM- 01111011111111116 m SHM: 10 OF. 13 �ouNN z Z c r_ C3 z m z Z m > r tz Z —Z z TJ 0 m z G) z c 9 CU m m C3 D