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Home My WebLink AboutW-046801J 8r-7r1 P ' 27 I 28 I I I I I 24 I 2G 1 I I 31 29 I I 32 I I 33 / 25 I I 30 I C I IY OF REN�ON I fI I I I I I I CITY LIMITS -] I - - - - SEMBLY INCLU . G" GATE VALVE (FL. L.- G'0.1. WATER PIPE (VARIABLE __ \ LENGTH). \ 5" MVO FIRE HYDRANT (MJ CONNECTION) SI;ACKLE ROD HYDRANT TO STA I e+ 28 - 20' LT TEE 16 \ CONCRETE BLOCKIN P G ER 12 "CI. IIq BEND (MJ-MJ) SPECS \ \ 8'.24"C-1. GATE VA LVE BOX COBNCR CITY POST AS REQUIRED l5 7. BEDDING SHALL 6E CLASS C, APWA STANDARDS, PLAN NO. 62. 8. ALL PIPE TO BE TESTED AND \ N_ 9'' DISINFECTED PER CITY AND \ STATE HEALTH DEPARTMENT C I STANDARDS (300 PSI 8-, 250 PSI-12 ") ' S. WATER SERVICES TO BE INSTALLED BY CITY OF RENTON. 10. ALL ELBOWS, TEES, BENDS, AND \ \ 20 PLUGS TO HAVE FORMED CONCRETE 17 THRUST BLOCKS WITH AREAS AS INDICATED. ALL BENDS SHALL BE WRAPPED IN VISOUEEN S BLOCKED. II. PRE CONSTRUCTION MEETING BETWEEN DEVELOPER, CONTRACTOR, CITY AND ALL \ KING COUNT`( UTILITIES REQUIRED BEFORE ANY WORK TO BEGIN. 12. EXACT LOCATION OF EXISTING UTILITIES TO BE DETERMINED IN THE FIELD BY THE CONTRACTOR. ANY EX15TING UTILITY SHOWN ON THE PLANS IS FOR INFORMATIONAL PURPOSES ONLY AND DOES NOT NECESSARILY REPRESENT THE TRUE LOCATION NOR ALL OF THE SYSTEMS PRESENT. I® 13. MONUMENTATION FROM CITY OF RENTON (ALONG TALBOT ONLY). O +00 IS AT THE \ \ INTERSECTION OF TALBOT ROAD S.C. W% TALBOT CREST CRIVE S. Y n A CITY LIMITS 0 MZZ .g CAPI 3LOC/( STO. 2 "B(oWoFF - -- STA. 9�LD T.9 /0 NO _ STA B /9/ 8 "GATE YALYE MPCAf'�'B[OGK (MJx FL) Q 2 "SLOW dFF B "x L "C�TEE - B"CL•22%i BE 0 (MJ IWO ST90 +LO 35%IT (w') -Ak/) F /�P,E HYD Age 8" D.I. CL 52 (T.J.) WATERMAIN C IAQ TN ?\ It Af rQ ��• I \ PCF _. V - Ir ! • 9 JTq, f +9 4zL'Gr - T .1-0 ND .-. -.- -- - - ---_ _ _YcZ -"_ - _..__ -J (MJ'.(J) \ PT JTA &94.51 STA _9? ¢4. J/ L- JTA 9xSS. S/ BT/! G t2S. /B - O a d0 rS �. L' CATS Ivtw (FL +MJ) J1A522 -15'67. J B' +0 "GCTEE(.tiJ.Fy 6 °' B:4 "C. /TEE /•k`✓RFL) / Pelf F/REHYDr?AH'TAdJY, PCiP -- -�/ �i _ - -- / 4 "CAIE YACYE(FIxMJ) ,fTi7 j / Sl71 fr0G. /3EAST o fd0 NARTH � + i� �zyr STA 3r /S PC � (MJx MJ) a G L "C.L TEE exx (MJx FL) \ L'GATE YALYE _ , STA. - _- ___'- .-- ---- ` B e /f22r ° srA3 +f5 zz'ct +s cSTA 3180 /¢ "LT 6 " C. //. 45°BENO BEND (MJA�MJ) CAP;'8L0.'K \2 (MJx MJ) +\ j d "C/ 2Z %z °6EN0 cSTR Z °BCOWDFF� C I T Y OF RENTON �' -L - ,�P`� r�(Jx �J> _ 9 TF-I AVE. ?_!- t P 3 Sjn \9 S. 169 GL 52 1 T7 ,VU 0+111 I . - + LGS 8 "C/ 22% 'BEKB --- -- 8 " GAT E vALVE CMJ x MJ) J (MJX FL) 0 +00 EAST, 20 ^ o d'. /. 22% "BEND 5 =19 +99.39 SOUTH ti (Ird.Afi) JTA3)" S q p N (MJ x MJ) � (. f9'EAJE.f/EHT STA 20 T • j2 „. C.14 �,q o o (rnnxtn�) I I �TLMP C9P; GiCdCh' G 9 STA.RO +S3- 23'LT. / STO.Z "BLGWOFP P STA.0 +63 -)O'LT 1" 5�- CAP,, BLOCK 8 "x6 "C. 1. TEE (MJX FL) S- A 20 3-r IR' LT / nOx ST Q. 2 "BLOW -OFF FIRE HYDRANT ASSY. W76-233 - JOB It" GATE VALVE" ASSY Ry-�P C ALL MS) pC , CITY O F RENTON • \ 1 SR. 17E4' -- - _ DEPARTMENT OF PUB LC- I WORKS L- la�.zl a �/ G'� c� WATER SYSTEM FOR PLAT 1Ae_ /1�^� i'8 51 -5t "�P .'s ,, r ellevIm.fe an 6;,e ,6i J�' . APPROVED BY -,0 -79 YV `tV R = 485, oo l PUBLIC WORKS DIRECTOR T= 94.26 q� - OF SPRING BURNE SURVEYORS and ENGINEERS -- -- DESK; ry EO ¢-27-79 rlc. r. rvo. A£S�70NAL � P.O. BOX 1031 PUYALLUP WA. 98371 DRn 6 'y( 1` PUYALLUP 845.8833 SEATTLE 838 -3474 c HECKeo N.+ III \ • -I,lN P\ AFI'R DATl APPROVED HEFT. I _ OF 8 -3 -35 le"', 56A"t Ave /. AZY M111WAI,NO hJATEy /Als 7'l'5E 1",- W 17y C /Ty OF REAON J'TANDAROS 9N0 JuIr.DhRD JPEC /F /CAT /ONJ FDR /./U / //C /PAC pmguC WDRffJ Cc. ✓c9TRU T /GN, 1977, PREP9/f.EO BV THE XicPH /HGTON J'TATE CHAPTER OF�9ME/! /CA,ff PURL /C WdRh'J AJc+OC /AT /DN (hPiY/f), 2. FDR DE7,f&,1' OF J'ANITARV J'EVER AMP 47MAf DrfH /N9GG J'YcP7EM, U'EE PLAN 9HD PiPOF /LE 6f126 ET,f. .3. HH7ER .Y/A/Md' (¢" rMA(✓ /27 cf//ALL BC OUCT /LE IRON P /PE (4wwf C- 15f14RAVE Lo- g2 - /D. /ywrr TD H9YE CER'eA'T 41V11VX (11'167 AND t?6AZ60 PE? 4AYY14 C /O¢ -L¢. J01,W Al BE 7YTON . TYPE DUCTlze P /.`E CL1Jd'J' m (Amf.) NEAREST VALVE LOCATED 4 CAST IRON PIPE FITTINGS (4" THRU 12 ') SHALL BE CLASS 250 AW CA CA WA e 0 +30 13' CNN -G4. JOINTS TO BE MECHANICAL TYPE (AWWA CIII -G4). RT G. 31sT 5. GATE VALVES (3 "THRU 12 ") SHALL BE CAST IRON BODY 200 PSI, �r`K NRS, BRONZE MOUNTED DOUBLE DISC PER AWWA C -SOO AND y CITY OF RENTON SPECIFICATIONS. VALVES TO / BE IOWA LIST 14, MUELLER A -2980, KENNEDY, PACIFIC STATES U A METROPOLITAN VALVE OR MdH WITH C.I. VALVE BOXES. \ TYPICAL WAND SMALLER GATE VALVE ASSEMBLY E 8.x24 "C.I! VALVE BOX CONCRETE VALVE MARKER 12" GATE VALVE ASSEMBLY INCLUDES: �G {/ CONCRETE VALVE VAULT PER CITY / SPECS. I' BY PASS VALVE ASSEMBLY PER�� CITY SPECS. / CONCRETE VALVE MAA Eh 3TA (4150. 20'L ( REMOVE EXISTING CAP 8 BLOW -OFF b °C1. REDUCER - - - ?" GATE VALVE STA 14 +52 35'LT CAPS BLOCK 12 "C.I. 22'z SEND(MJx MJ) STD. <" 131_0\N -OFF STA 14 +52 20'LT IS 12'x12:'C.1. TEE (MJxMJ.) 5T�97.51 - � 12 "GATE VALVE (MJ..M0) ASSEMBLY G. FIRE HYDRANTS \ SHALL BE COREY TYPE L =\77,99 PACIFIC STATES, IOWA OR 1 -GUAL APPROVED PRIOR 2 13' 14 TO INSTALLATION, ST LLATION, PER \ STA 1851 R = 5SO WITH GUARD POSTS. 11 T = 89.7G TYPICAL HYDRANT S- \ A J 8r-7r1 P ' 27 I 28 I I I I I 24 I 2G 1 I I 31 29 I I 32 I I 33 / 25 I I 30 I C I IY OF REN�ON I fI I I I I I I CITY LIMITS -] I - - - - SEMBLY INCLU . G" GATE VALVE (FL. L.- G'0.1. WATER PIPE (VARIABLE __ \ LENGTH). \ 5" MVO FIRE HYDRANT (MJ CONNECTION) SI;ACKLE ROD HYDRANT TO STA I e+ 28 - 20' LT TEE 16 \ CONCRETE BLOCKIN P G ER 12 "CI. IIq BEND (MJ-MJ) SPECS \ \ 8'.24"C-1. GATE VA LVE BOX COBNCR CITY POST AS REQUIRED l5 7. BEDDING SHALL 6E CLASS C, APWA STANDARDS, PLAN NO. 62. 8. ALL PIPE TO BE TESTED AND \ N_ 9'' DISINFECTED PER CITY AND \ STATE HEALTH DEPARTMENT C I STANDARDS (300 PSI 8-, 250 PSI-12 ") ' S. WATER SERVICES TO BE INSTALLED BY CITY OF RENTON. 10. ALL ELBOWS, TEES, BENDS, AND \ \ 20 PLUGS TO HAVE FORMED CONCRETE 17 THRUST BLOCKS WITH AREAS AS INDICATED. ALL BENDS SHALL BE WRAPPED IN VISOUEEN S BLOCKED. II. PRE CONSTRUCTION MEETING BETWEEN DEVELOPER, CONTRACTOR, CITY AND ALL \ KING COUNT`( UTILITIES REQUIRED BEFORE ANY WORK TO BEGIN. 12. EXACT LOCATION OF EXISTING UTILITIES TO BE DETERMINED IN THE FIELD BY THE CONTRACTOR. ANY EX15TING UTILITY SHOWN ON THE PLANS IS FOR INFORMATIONAL PURPOSES ONLY AND DOES NOT NECESSARILY REPRESENT THE TRUE LOCATION NOR ALL OF THE SYSTEMS PRESENT. I® 13. MONUMENTATION FROM CITY OF RENTON (ALONG TALBOT ONLY). O +00 IS AT THE \ \ INTERSECTION OF TALBOT ROAD S.C. W% TALBOT CREST CRIVE S. Y n A CITY LIMITS 0 MZZ .g CAPI 3LOC/( STO. 2 "B(oWoFF - -- STA. 9�LD T.9 /0 NO _ STA B /9/ 8 "GATE YALYE MPCAf'�'B[OGK (MJx FL) Q 2 "SLOW dFF B "x L "C�TEE - B"CL•22%i BE 0 (MJ IWO ST90 +LO 35%IT (w') -Ak/) F /�P,E HYD Age 8" D.I. CL 52 (T.J.) WATERMAIN C IAQ TN ?\ It Af rQ ��• I \ PCF _. V - Ir ! • 9 JTq, f +9 4zL'Gr - T .1-0 ND .-. -.- -- - - ---_ _ _YcZ -"_ - _..__ -J (MJ'.(J) \ PT JTA &94.51 STA _9? ¢4. J/ L- JTA 9xSS. S/ BT/! G t2S. /B - O a d0 rS �. L' CATS Ivtw (FL +MJ) J1A522 -15'67. J B' +0 "GCTEE(.tiJ.Fy 6 °' B:4 "C. /TEE /•k`✓RFL) / Pelf F/REHYDr?AH'TAdJY, PCiP -- -�/ �i _ - -- / 4 "CAIE YACYE(FIxMJ) ,fTi7 j / Sl71 fr0G. /3EAST o fd0 NARTH � + i� �zyr STA 3r /S PC � (MJx MJ) a G L "C.L TEE exx (MJx FL) \ L'GATE YALYE _ , STA. - _- ___'- .-- ---- ` B e /f22r ° srA3 +f5 zz'ct +s cSTA 3180 /¢ "LT 6 " C. //. 45°BENO BEND (MJA�MJ) CAP;'8L0.'K \2 (MJx MJ) +\ j d "C/ 2Z %z °6EN0 cSTR Z °BCOWDFF� C I T Y OF RENTON �' -L - ,�P`� r�(Jx �J> _ 9 TF-I AVE. ?_!- t P 3 Sjn \9 S. 169 GL 52 1 T7 ,VU 0+111 I . - + LGS 8 "C/ 22% 'BEKB --- -- 8 " GAT E vALVE CMJ x MJ) J (MJX FL) 0 +00 EAST, 20 ^ o d'. /. 22% "BEND 5 =19 +99.39 SOUTH ti (Ird.Afi) JTA3)" S q p N (MJ x MJ) � (. f9'EAJE.f/EHT STA 20 T • j2 „. C.14 �,q o o (rnnxtn�) I I �TLMP C9P; GiCdCh' G 9 STA.RO +S3- 23'LT. / STO.Z "BLGWOFP P STA.0 +63 -)O'LT 1" 5�- CAP,, BLOCK 8 "x6 "C. 1. TEE (MJX FL) S- A 20 3-r IR' LT / nOx ST Q. 2 "BLOW -OFF FIRE HYDRANT ASSY. W76-233 - JOB It" GATE VALVE" ASSY Ry-�P C ALL MS) pC , CITY O F RENTON • \ 1 SR. 17E4' -- - _ DEPARTMENT OF PUB LC- I WORKS L- la�.zl a �/ G'� c� WATER SYSTEM FOR PLAT 1Ae_ /1�^� i'8 51 -5t "�P .'s ,, r ellevIm.fe an 6;,e ,6i J�' . APPROVED BY -,0 -79 YV `tV R = 485, oo l PUBLIC WORKS DIRECTOR T= 94.26 q� - OF SPRING BURNE SURVEYORS and ENGINEERS -- -- DESK; ry EO ¢-27-79 rlc. r. rvo. A£S�70NAL � P.O. BOX 1031 PUYALLUP WA. 98371 DRn 6 'y( 1` PUYALLUP 845.8833 SEATTLE 838 -3474 c HECKeo N.+ III \ • -I,lN P\ AFI'R DATl APPROVED HEFT. I _ OF 8 -3 -35