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WATER Ur TY - GBERAL NOTES
t. ALL WORK MATLRWS SHALL BE IN CONFORMANCE W/ THE STANDARDS & SPECIFICATIONS OF THE CITY OF RENTON U71U Y DEPARTMENT A THE LATEST
EDITION OF THE WSDOl /APWA STANDARDS & SPECIFICATIONS, AS APPROVED BY THE CITY OF RENTON. A SET OF APPROVED PLANS SHALL BE KEPT ON
SITE AT ALL TIMES DURING CONSTRUCTION. -
2. THE HOURS OF WORT( IN THE STREET RIGHT -OF -WAY SILL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING
BY THE DEPARTMENT OF PUBLIC WORKS AT 235 -2635. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC
WORKS 24 HOURS IN ADVANCE THE POLICE DEPARTMENT, FIRE DEPARTMENT, & 911 SILL BE NOTIFIED 24 HOURS IN ADVANCE.
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE & B SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE & CORRECT
LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATE, CALL 48 -HOUR LOCATORS, 1- 800 - 424 -5555,
4, AI I WATERIMAINN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA Cl 10 & C111 OR LATEST REVISION, THICKNESS CLASS 52 CEMENT
MORTAR UNRNG & SEAL COATING SHALL CowoRM TO AIWA clo4 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING
TO BE CLASS C. ALL DUCTILE IRON PIPE SHALL BE POLYETHYLENE WRAPPED PER ANSI /AWWA C105 -77 STANDARDS.
5. CAST IRON & DUCTILE IRON FITTINGS SHALL BE CEMENT UNED, PRESSURE RATED AS NOTED ON PLANS, & IN ACCORDANCE W/ ANSI /AWWA C110/A21.10 -82
CEMENT LINING SCULL BE IN ACCORDANCE W/ ANSI /AWWA C104/A21.4 -85. IF FITTINGS ARE 3 INCHES TO 12 INCHES IN DIAMETER & HAVE MECHANICAL
JOINTS, THE FITTINGS SHALL BE IN ACCORDANCE W/ EITHER ANSI /AWWA Cl IO/A21.10 -82 OR ANSI /AWWA C153/A21.53 -84. 3 -INCH M 12 -INCH DIAMETER
FITTINGS WHICH HAVE MECHANICAL JOINTS AND /OR FLANGED JOINTS SHALL BE IN ACCORDANCE W/ ANSI /AWWA C11o/A21.10.82 OR A COMBINATION OF
ANSI /AWWA C71o/A21.10.82 & ANSI /AWMU C153/A21.53 -84 SUM THAT THE PORTION O THE FITTING W/ A MECHANICAL JOINTS), MAY BE IN ACCORDANCE
WITH MIST /AIwW1 C753/A21.53 -84 &THAT PORTION THE FfTTIiHG W/ FLANGED JOINTS) SHAT. BE IN ACCORDANCE W/ ANSI AWWA CIIO A21.10 -82.
ACCEPTANCE 1ES11NG IN ACCORDANCE W/ SECTION 53-5.3 O AN51 /AIWA C753/A21.53 -84 OR w/ SECTIONI 10-4.3 OF ANA AWWA ClIO A21.10 -82 SHALL BE
OBTAINED BY THE CONTRACTOR & TRAMSMRTED TO THE OWNER
6. GATE VALVES SHALL CONFORM TO AWWA C500 & SHILL BE IRON BODY, BRONZED- MOUNTED DOUBLE DISC W/ BONZE WEDGING DEVICE & O-RING STUFFING 80X.
VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSL GATE VALVES SHALL BE CLOW UST 14, MUEllFA COMPANY NO. A2380,
OR M&H. ALL VALVES 12' IN DWLTER & LARGER, SMWI BE INSTALLED IN A VAULT. SEE WATER STANDARD DETAL FOR 12' GATE VALVE ASSEMBLY VAULT
& 1' BYPASS INSTAUATIat
7. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING W/ TIE PRESSURE) CONFORMING TO AWWA C- 504-80 W/ A 6 -INCH INLET & A M.V.O. OF 5 INCHES, TWO
2/ 1/2 INCH HOSE NOZZLES W/ NATIONAL STANDARD 7 -INCH, 60 DEGREES V. THREADS, O.D. THREAD 4.875 & ROOT DWIETER 4.6263, 1 1/4 -INCH PENTAGON
OPERATING NUT OPENED BY TURMIUC COUNTER CLOCKWISE (LEFT).
B. ALL WATERMAN 10 INCHES & SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERWWt 12 INCHES & LARGER SHALL BE
AT A MINIMUM OF 48 INCHES BELOW FINSH GRADE WHERE UTILITY CONFLICTS OCCUR, WATERMVNS ARE TO BE LOWERED TO CLEAR.
9. ALL WATERAWNS SIX (6) INCHES IN DIAMETER & LARGER SHALL BE CLEANED W/ PIPE CLEANBtC °PALS' PRIOR TO DISIFECFOI THE -POLY PITS° SHILL
BE GIRMLD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL 2 LB /CU FT. DENSITY FOAM W/ 90A DUROMEIER URETHANE RUBBER COATING ON THE REAR OF 'PIG'
ONLY ° PIGS' SHALL BE CYLINDER SHAPED W/ BILLET NOSE OR SaAfff ENO. THE CONTRACTOR WALL PERFORM THE CLEANING OPERATION,
9A ALL WMTERMAINS & SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE W/ THE SPECIFICATOtS
OF THE CRY OF RENTON & THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE
CITY OF RE HM
913. ALL WATERIWNS & SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM ( MINIMM CONCENTRATION) CHLORINE/WATER SOLUTION, DRY CALCIUM
HVPOCHLORIIE SHALL NOT BE PLACED IN THE PIPE AS LAO. CHLORITE SCULL BE METES /INJECTED IN ACCORDANCE W/ SECTION 7- 11.3(12)E OR 7- 11.3(12)
OF THE STANDARD SPEGFICANDS REFERENCED IN 1 ABOVE
10. A PRECONSfRUCION CONFERENCE IS REQUIRED PRIOR TO ANY COISTRlCTM A MINIMUM OF 3 ( THREE) WORKING DAYS NOTICE S REQUIRED FOR SCHEDULING,
PRIOR TO SCHEDULING THE PRECoK A PERMIT INFORMATION SHEET MUST BE SUPPLIED TO THE UTILITY ENGOEER'S OFFICE. TWENTY-FOUR HOER NOTICE WILL
BE REQUITED PRIOR TO STARTING NEW CONSTRUCTM
11. IT SHALL BE THE CONTRACTORS RESFMSIBIUTY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION.
12 INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES & METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS. METER APPLICATIONS, CONSTRUCTION
PERMITS, & PAYMENT O FEES HAVE BEEN MADE TO THE CITY OF RELATOR
13. ALL CONNECTION TO IDOSING MANS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT YET TAPS TII(7N MAY BE MADE BY APPROVED WET TAP CONTRACTORS W/
PRIOR APPROVAL FROM THE DEPARTMENT OF PUBLIC WORKS ALL NECESSARY EXCAVATION & MATERIALS TO BE SUPPLIED BY THE CONTRACTOR & BE ON -SITE PRIOR TO
CITY NOTIFICATIONS.
14. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHILL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY
0--- 'RIMENT 24 HOURS IN ADVANCE OF BACKFIWNG ALL CONSTRUCTi0N. THE CONTRACTOR AS WELL AS THE ENGINEERS SHALL KEEP AS -BOLT DRAWINGS.
15. CONTMVICTOR TO PROVIDE PLUGS & TEMPORARY BLOW -OF ASSEMBLIES FOR TESTING & PUr7RY ACCEPTANCE PRIOR TO FINk DE -IN.
1& ALL JOINT RESTRAINT SYSTEMS (SHACKLE, RODS, WIS. BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS. OHO OR
EQUAL APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS
17. ASPHALT & CONCRETE STREET PAVING SHALL BE SAWCUT TO A W41UM 00" OF TWO INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE,
PAVEIENF, SMIIALKS, CURB, GUTTERS, & DRNEYAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO INCHES OR REMOVED TO AM DUSTING EXPANSION JOINT.
I& A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INTIML EXCAVATION W/ A PERMANENT STALED PATCH TO BE RACED, TO CITY OF RENTON
PL ff, WITHIN TEN DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PIACEIE.W OF FINAL PATCR TRENCHES WILL NOT BE LEFT OPEN OVER NIGHT WITHOUT PRIOR
WRITTEN APPROVAL OF THE INSPECTOR
19. FOR CITY PROJECTS SUCH A TELE]AETRY CONDUIT, THE PVC PIPE USED SMALL BE SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 UNDER IMPROV€D AREAS.
ALL CHHEMI & PROCESS LINES SHALL BE SCHEDULED 80 PVC PIPE
l,pm Imo.•::::.•:
WATER AND SEWER P! HAS
A PORTION OF SOUTHWEST 1/4 OF SOUTHWEST 1/4, SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
CITY OF RENTION, KING COUNTY, WASHINGTON
396
w
�'__- -_ -- -- --{ 314 3
CONTRACTOR TO FIELD VERIFY -- _ -- + --
LOCATION AND CONNECT SIDE SEWER i2 j PER CITY CITY OF RENTON SPECIFICATIONS
IE =3M.98 O I I
EXISTING CB -B
RIM= 393.55 I ..
IE= 390.11(6" CONC E) -
SAWCUT PAVEMENT, SIDEWALK, T6 = 1 --
CURB AND GUTTER. REPLACE EXISTING WON. WELL TI
IN KIND PER CITY OF I I
RENTON STANDARDS EXS I
TING
POWER VAULT
EXISTING
uGHT J -DGx
EXISTING
-'RE HYDRANT
AND WATER VALVE
CONTRACTOR TO FIELD VERIFY
LOCATION AND CONNECT WATER SERVICE
PER CITY OF RENTON SPECIFICATIONS
SAWCUT PAVEMENT, SIDEWALK, EXISTING CB -D
CURB AND GUTTER. REPLACE RIM= 394.82
IN KIND PER CITY OF 'E= 389.09(18' CON' N)
RENTON STANDARDS E= 384.27
EXISTING C8 -E
RIM= 395.06
INSTALL TN OAK VAuAS IE= 38.66(18' CONE. S)
E= 3844.66
1 -4 NK
CONNECTED W1H 23 LF 4' EXI H -B -
DI WATO MAN. SEE DETAIL RIM= 395.ti
ON SHEET C5 FOR VAULT SIZE IE= 386.43 8" CONE
IE= 386.51 8' CONC S
IE= 386.91 8° PVC W)
FOUND BRASS NAIL
W /PUNCH SET IN
A 4" CONIC. MON.
IN CASE
OIL RETAINER BAFFLE
GRIT/SLUDGE RETAINER WEIR (2) PLA PLATE COVER FIELD LOCATE AN WET TAP
(2) PLATE INSPECTION COVERS INSTALL EX >i C1 WATERMAIi
FLOW DIFFUSER BAFFLE
�" Y
BASE PLAN OVER p1ALa 1- TAPPING TEE EXISTING MH -C
4� GATE VALVE (FLxMJ) IE =386.82 8° CONC S)
OIL./WATER SEPARATOR CHAMBER DIAMOND PLATER INSPECTION COVERS' IE= 386.968' PVC SE)
.E= 387.13448" PVC SW)
.E=386.53(8 CONIC C=
OIL RETAINER BAFFLE FLOW DIFFUSER
PLAIN ACCESS DOOR GR1 /SLUDGE RETAINER WEIR TELEPHONE
INSPECTION TEE 6' INLET MANHOLE
EXISTING LIGHT BOX -
6' OUTLET 3/16' GALV STEEL PLATE AND LUMINAIRE
TO SEWER BAFFLES AND WIER Ex:SnNG WATER VALVE -
EXISTING SOMH -B -
RIM= 395.54
IE= 38989(18' CONC N)
E- 389.99 18' CONC S
iE= 390.44 15' CMP NW
IE= 390.28 12° CMP SE)
EXISTING CB -F
RIM= 395.41
C� IE=340.24 12" CMP E)
IE =389.8 12' CMP NW)
IE= 393.86 8° CMP)
- IE =390 -11 12° CMP S)
a
62 1/2° J
SECTION A -A SECTKXN B -B
Off: /WATER SEPARATOR
PIPE ANC (NO. 25-S)
NUT TO SCALE W - a 8 -
ww'- Nq - &2sr
WATI7tI II Li*
PER
II 1 t
396 EXISTING SSMH -A
�/ RIM = 395.17
IE= 385.61(8' CONC N)
E= 385.73(8" CONC S)
EXISTING SDMH -A
RIM = 394.93
IE= 389.00(18° CONC 5)
E =389- 18' CONC N)
EXISTING CB -B
RIM= 394.21
IE= 390.46((24' CMP NW)
IE= 393.D1(8' CMP)
,E=389.70 8* CMP S)
EXISTING �Sg4
PAVEMENT
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FENCE
ISTING 36' CMP
IE =391 80
- M',TNNG CONC WALL
WITH CHAIN UNK FEN,
��- EXISTNG 36' CMP
i� IE= 34t.e4
EXSnNG 20 ORANAGE
EASEMENT (PER SHORT
\ PLAT)
CB A TYPE 1
IE= .70(6")
W/6* DA 9Q DOWNITURNED
ELBOW CONNETED TO OUTLET
PPE BY WATER 17 1F CONNETXK
44
,S
CB I7, TYPE i
` RIW394.00
IE =391.00(67
W 18' DA 96 DOWNNIURNED
ELBOW COYIETED TO OUTLET
PIPE 83'AWATER TIGHT CONMEDON.
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C( 231Y E OF SW PROP. COR
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FIRE HYDWWT DATA:
/338 - WITHAL 150' ALL FIRE HYDRANTS USED SMALL
/ 325 - wnmk 300' BE UPGRADED 0114 A STOtZ 61
348 - WITHIN 300' FTRNI6.
HUMBER Of FIRE MYAVE AND LCUSSED
OF FIRE HYOR/MNIS HAVE BEEN DISCUSSED
AND APPROVED BY CON THOMAS, RENTON
ASSIST. FIRE MARSNUL
t.w - i
21 r S OF SOP PROP. COOL
5S W OF SW PROP. CORL
FIRE HYDRANT LOCATC)MM
SCALE. 1' =51
J- ?7650/ r.as
LEXISIING WOOD
EXISTING FENCE ..... ....
LAUREL -
HEDGE
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RIM =39355 !' I
II
fE= 38_.57((8° CONC W)
EXISTING
uGHT J -DGx
EXISTING
-'RE HYDRANT
AND WATER VALVE
CONTRACTOR TO FIELD VERIFY
LOCATION AND CONNECT WATER SERVICE
PER CITY OF RENTON SPECIFICATIONS
SAWCUT PAVEMENT, SIDEWALK, EXISTING CB -D
CURB AND GUTTER. REPLACE RIM= 394.82
IN KIND PER CITY OF 'E= 389.09(18' CON' N)
RENTON STANDARDS E= 384.27
EXISTING C8 -E
RIM= 395.06
INSTALL TN OAK VAuAS IE= 38.66(18' CONE. S)
E= 3844.66
1 -4 NK
CONNECTED W1H 23 LF 4' EXI H -B -
DI WATO MAN. SEE DETAIL RIM= 395.ti
ON SHEET C5 FOR VAULT SIZE IE= 386.43 8" CONE
IE= 386.51 8' CONC S
IE= 386.91 8° PVC W)
FOUND BRASS NAIL
W /PUNCH SET IN
A 4" CONIC. MON.
IN CASE
OIL RETAINER BAFFLE
GRIT/SLUDGE RETAINER WEIR (2) PLA PLATE COVER FIELD LOCATE AN WET TAP
(2) PLATE INSPECTION COVERS INSTALL EX >i C1 WATERMAIi
FLOW DIFFUSER BAFFLE
�" Y
BASE PLAN OVER p1ALa 1- TAPPING TEE EXISTING MH -C
4� GATE VALVE (FLxMJ) IE =386.82 8° CONC S)
OIL./WATER SEPARATOR CHAMBER DIAMOND PLATER INSPECTION COVERS' IE= 386.968' PVC SE)
.E= 387.13448" PVC SW)
.E=386.53(8 CONIC C=
OIL RETAINER BAFFLE FLOW DIFFUSER
PLAIN ACCESS DOOR GR1 /SLUDGE RETAINER WEIR TELEPHONE
INSPECTION TEE 6' INLET MANHOLE
EXISTING LIGHT BOX -
6' OUTLET 3/16' GALV STEEL PLATE AND LUMINAIRE
TO SEWER BAFFLES AND WIER Ex:SnNG WATER VALVE -
EXISTING SOMH -B -
RIM= 395.54
IE= 38989(18' CONC N)
E- 389.99 18' CONC S
iE= 390.44 15' CMP NW
IE= 390.28 12° CMP SE)
EXISTING CB -F
RIM= 395.41
C� IE=340.24 12" CMP E)
IE =389.8 12' CMP NW)
IE= 393.86 8° CMP)
- IE =390 -11 12° CMP S)
a
62 1/2° J
SECTION A -A SECTKXN B -B
Off: /WATER SEPARATOR
PIPE ANC (NO. 25-S)
NUT TO SCALE W - a 8 -
ww'- Nq - &2sr
WATI7tI II Li*
PER
II 1 t
396 EXISTING SSMH -A
�/ RIM = 395.17
IE= 385.61(8' CONC N)
E= 385.73(8" CONC S)
EXISTING SDMH -A
RIM = 394.93
IE= 389.00(18° CONC 5)
E =389- 18' CONC N)
EXISTING CB -B
RIM= 394.21
IE= 390.46((24' CMP NW)
IE= 393.D1(8' CMP)
,E=389.70 8* CMP S)
EXISTING �Sg4
PAVEMENT
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CHAJN LINK
FENCE
ISTING 36' CMP
IE =391 80
- M',TNNG CONC WALL
WITH CHAIN UNK FEN,
��- EXISTNG 36' CMP
i� IE= 34t.e4
EXSnNG 20 ORANAGE
EASEMENT (PER SHORT
\ PLAT)
CB A TYPE 1
IE= .70(6")
W/6* DA 9Q DOWNITURNED
ELBOW CONNETED TO OUTLET
PPE BY WATER 17 1F CONNETXK
44
,S
CB I7, TYPE i
` RIW394.00
IE =391.00(67
W 18' DA 96 DOWNNIURNED
ELBOW COYIETED TO OUTLET
PIPE 83'AWATER TIGHT CONMEDON.
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C( 231Y E OF SW PROP. COR
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FIRE HYDWWT DATA:
/338 - WITHAL 150' ALL FIRE HYDRANTS USED SMALL
/ 325 - wnmk 300' BE UPGRADED 0114 A STOtZ 61
348 - WITHIN 300' FTRNI6.
HUMBER Of FIRE MYAVE AND LCUSSED
OF FIRE HYOR/MNIS HAVE BEEN DISCUSSED
AND APPROVED BY CON THOMAS, RENTON
ASSIST. FIRE MARSNUL
t.w - i
21 r S OF SOP PROP. COOL
5S W OF SW PROP. CORL
FIRE HYDRANT LOCATC)MM
SCALE. 1' =51
J- ?7650/ r.as
LEXISIING WOOD
EXISTING FENCE ..... ....
LAUREL -
HEDGE
u1
400 ..
S
27 2 ROLL 159
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OIL RETAINER BAFFLE
GRIT/SLUDGE RETAINER WEIR (2) PLA PLATE COVER FIELD LOCATE AN WET TAP
(2) PLATE INSPECTION COVERS INSTALL EX >i C1 WATERMAIi
FLOW DIFFUSER BAFFLE
�" Y
BASE PLAN OVER p1ALa 1- TAPPING TEE EXISTING MH -C
4� GATE VALVE (FLxMJ) IE =386.82 8° CONC S)
OIL./WATER SEPARATOR CHAMBER DIAMOND PLATER INSPECTION COVERS' IE= 386.968' PVC SE)
.E= 387.13448" PVC SW)
.E=386.53(8 CONIC C=
OIL RETAINER BAFFLE FLOW DIFFUSER
PLAIN ACCESS DOOR GR1 /SLUDGE RETAINER WEIR TELEPHONE
INSPECTION TEE 6' INLET MANHOLE
EXISTING LIGHT BOX -
6' OUTLET 3/16' GALV STEEL PLATE AND LUMINAIRE
TO SEWER BAFFLES AND WIER Ex:SnNG WATER VALVE -
EXISTING SOMH -B -
RIM= 395.54
IE= 38989(18' CONC N)
E- 389.99 18' CONC S
iE= 390.44 15' CMP NW
IE= 390.28 12° CMP SE)
EXISTING CB -F
RIM= 395.41
C� IE=340.24 12" CMP E)
IE =389.8 12' CMP NW)
IE= 393.86 8° CMP)
- IE =390 -11 12° CMP S)
a
62 1/2° J
SECTION A -A SECTKXN B -B
Off: /WATER SEPARATOR
PIPE ANC (NO. 25-S)
NUT TO SCALE W - a 8 -
ww'- Nq - &2sr
WATI7tI II Li*
PER
II 1 t
396 EXISTING SSMH -A
�/ RIM = 395.17
IE= 385.61(8' CONC N)
E= 385.73(8" CONC S)
EXISTING SDMH -A
RIM = 394.93
IE= 389.00(18° CONC 5)
E =389- 18' CONC N)
EXISTING CB -B
RIM= 394.21
IE= 390.46((24' CMP NW)
IE= 393.D1(8' CMP)
,E=389.70 8* CMP S)
EXISTING �Sg4
PAVEMENT
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3967
CHAJN LINK
FENCE
ISTING 36' CMP
IE =391 80
- M',TNNG CONC WALL
WITH CHAIN UNK FEN,
��- EXISTNG 36' CMP
i� IE= 34t.e4
EXSnNG 20 ORANAGE
EASEMENT (PER SHORT
\ PLAT)
CB A TYPE 1
IE= .70(6")
W/6* DA 9Q DOWNITURNED
ELBOW CONNETED TO OUTLET
PPE BY WATER 17 1F CONNETXK
44
,S
CB I7, TYPE i
` RIW394.00
IE =391.00(67
W 18' DA 96 DOWNNIURNED
ELBOW COYIETED TO OUTLET
PIPE 83'AWATER TIGHT CONMEDON.
/-
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J9' S OF 510 PROD. CO*.
C( 231Y E OF SW PROP. COR
r�u
FIRE HYDWWT DATA:
/338 - WITHAL 150' ALL FIRE HYDRANTS USED SMALL
/ 325 - wnmk 300' BE UPGRADED 0114 A STOtZ 61
348 - WITHIN 300' FTRNI6.
HUMBER Of FIRE MYAVE AND LCUSSED
OF FIRE HYOR/MNIS HAVE BEEN DISCUSSED
AND APPROVED BY CON THOMAS, RENTON
ASSIST. FIRE MARSNUL
t.w - i
21 r S OF SOP PROP. COOL
5S W OF SW PROP. CORL
FIRE HYDRANT LOCATC)MM
SCALE. 1' =51
J- ?7650/ r.as
LEXISIING WOOD
EXISTING FENCE ..... ....
LAUREL -
HEDGE
u1
400 ..
S
27 2 ROLL 159
f mo /y/m
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E= 385.73(8" CONC S)
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IE= 389.00(18° CONC 5)
E =389- 18' CONC N)
EXISTING CB -B
RIM= 394.21
IE= 390.46((24' CMP NW)
IE= 393.D1(8' CMP)
,E=389.70 8* CMP S)
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ISTING 36' CMP
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EXSnNG 20 ORANAGE
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/ 325 - wnmk 300' BE UPGRADED 0114 A STOtZ 61
348 - WITHIN 300' FTRNI6.
HUMBER Of FIRE MYAVE AND LCUSSED
OF FIRE HYOR/MNIS HAVE BEEN DISCUSSED
AND APPROVED BY CON THOMAS, RENTON
ASSIST. FIRE MARSNUL
t.w - i
21 r S OF SOP PROP. COOL
5S W OF SW PROP. CORL
FIRE HYDRANT LOCATC)MM
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EASEMENT (PER SHORT
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/338 - WITHAL 150' ALL FIRE HYDRANTS USED SMALL
/ 325 - wnmk 300' BE UPGRADED 0114 A STOtZ 61
348 - WITHIN 300' FTRNI6.
HUMBER Of FIRE MYAVE AND LCUSSED
OF FIRE HYOR/MNIS HAVE BEEN DISCUSSED
AND APPROVED BY CON THOMAS, RENTON
ASSIST. FIRE MARSNUL
t.w - i
21 r S OF SOP PROP. COOL
5S W OF SW PROP. CORL
FIRE HYDRANT LOCATC)MM
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WATER ER V 1 LJ 1 1 - GEN YN- NOTES
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE W/ THE STANDARDS & SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT & THE LATEST
EDITION OF THE WSDOT /APWA STANDARDS & SPECIFICATIONS, AS APPROVED BY THE CITY OF RENTON. A SET OF APPROVED PLANS SFWl BE KEPT ON
SITE AT ALL TIMES DURING CONSTRUCTION.
2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING
BY THE DEPARTMENT OF PUBLIC WORKS AT 235 -2635. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC
WORKS 24 HOURS IN ADVANCE THE POLICE DEPARTMENT, FIRE DEPARTMENT, & 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE.
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE & T SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE & CORRECT
LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATE, CALL 48 -HOUR LOCATORS, 1 -800- 424 -5555.
4. ALL WATERMAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 & C111 OR LATEST REVISION. THICKNESS CLASS 52 CEMENT
MORTAR LINING & SEAL COATING SHALL CONFORM TO AWWA C1D4 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING
TO BE CUSS C. ALL DUCTILE IRON PIPE SHALL BE POLYETHYLENE WRAPPED PER ANSI /AWWA C105 -77 STANDARDS.
5. CAST IRON & DUCTILE IRON FITTINGS SIWl BE CEMENT UNED, PRESSURE RATED AS NOTED ON PLANS, & IN ACCORDANCE W/ ANSI /AWWA C110/A21.10 -82.
CEMENT LINING SHALL BE IN ACCORDANCE W/ ANSI /AWWA C104/A21.4 -85. IF FITTINGS ARE 3 INCHES TO 12 INCHES IN DIAMETER & HAVE MECHANICAL
JOINTS, THE FITTINGS SFWl BE IN ACCORDANCE W/ EITHER ANSI /AWWA C110/A21.10 -82 OR ANSI /AWWA C153/A21.53 -84. 3 -INCH TO 12 -INCH DIAMETER
FTITIXS WHICH HAVE MECHANICAL JOINTS AND /OR FLANGED JOINTS SHALL BE IN ACCORDANCE W/ ANSI /AWWA C110/A21.10.82 OR A COMBINATION OF
ANSI /AWWA C710/A21.10.82 & ANSI /AWWA C753/A21.53 -84 SUCH THAT THE PORTION OF THE FITTING W/ A MECHANICAL JOINT (S), MAY BE IN ACCORDANCE
WITH ANSI /AWWA C153/A21.53 -84 & THAT PORTION OF THE FETING W/ FLANGED JOINT(S) SHALL BE IN ACCORDANCE W/ ANSI AWWA C11OIA21.10 -82.
ACCEPTANCE TESTING IN ACCORDANCE W/ SECTION 53 -5.3 OF ANSI /AWWA C153/A21.53-84 OR W/ SECTION 10-4.3 OF ANSI AWWA C110/A21.10-82 SFWl BE
OBTAINED BY THE CONTRACTOR & TRANSMITTED TO THE OWNER.
G. GATE VALVES SHALL CONFORM TO AWWA 0500 & SHALL BE IRON BODY, BRONZED- MOUNTED DOUBLE DISC W/ BRONZE WEDGING DEVICE & O-RING STUFFING BOX.
VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SFWl BE CLOW LIST 14, MUn I COMPANY NO. A23B0,
OR M &H. ALL VALVES 12' IN DIAMETER & LARGER, SEWN BE INSTALLED IN A VAULT. SEE WATER STANDARD DETAIL FOR 12° GATE VALVE ASSEMBLY VAULT
& 1° BYPASS INSTALLATION.
7. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING W/ THE PRESSURE) CONFORMING TO AWWA C- 504 -80 W/ A 6 -INCH INLET & A M.V.O. OF 5 INCHES, TWO
2/ 1/2 INCH HOSE NOZZLES W/ NATIONAL STANDARD 7 -INCH, 60 DEGREES V. THREADS, O.D. THREAD 4.875 & ROOT DIAMETER 4.6263, 1 1/4 -INCH PENTAGON
OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT).
B. ALL WATERMAIN 10 INCHES & SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE ALL WATERMAN 12 INCHES & LARGER SHALL BE
AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTUTY CONFLICTS OCCUR, WATERMNNS ARE TO BE LOWERED TO CLEAR.
9. ALL WATERMAINS SIX (6) INCHES IN DIAMETER & LARGER SHALL BE CLEANED W/ PIPE CLEANING -PIGS- PRIOR TO DISINFECTION. THE 'POLY PIGS* SWILL
BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL 2 LB /CU FT. DENSITY FOAM W/ 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF -PIG-
ONLY. *PIGS' SHALL BE CYLINDER SHAPED W/ BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION.
9A ALL WATERMAINS & SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE W/ THE SPECIFICATIONS
OF THE CITY OF RENTON & THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE
CITY OF RENTON. -
9B. ALL WATERMAINS & SERVICES SHALL BE DISINFECTED BY ':HE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM
HYPOCHLORTTE SHALL NOT BE PLACED IN THE PIPE AS WD. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE W/ SECTION 7- 11.3(12)E OR 7- 11.3(12)F
OF THE STANDARD SPECIFICATIONS REFERENCED IN 1 ABOVE
10. A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF 3 (THREE) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING.
PRIOR TO SCHEDULING THE PRECON, A PERMIT INFORMATION SHEDS MUST BE SUPPLIED TO THE UTILITY ENGINEER'S OFFICE TWENTY -FOUR HOUR NOTICE WILL
BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. -
11. R SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION.
12. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES & METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION
PERMITS, & PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON.
13. ALL CONNECTION TO EXISTING MAINS TO BE ACCOMPLISHED BY THE CITY OF RENTON. EXCEPT WEE TAPS WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS W/
PRIOR APPROVAL FROM THE DEPARTMENT OF PUBLIC WORKS. ALL NECESSARY EXCAVATION & MATERIALS TO BE SUPPLIED BY THE CONTRACTOR & BE ON -SITE PRIOR TO
CITY NOTIFICATIONS.
14. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. T SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY
DEPARTMENT 24 HOURS IN ADVANCE OF BACKFII LNG ALL CONSTRUCTION. THE CONTRACTOR AS WELL AS THE ENGINEERS SHALL KEEP AS -BUILT DRAWINGS.
15. CONTRACTOR TO PROVIDE PLUGS & TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING & PURITY ACCEPTANCE PRIOR TO FINAL TIE -IN.
16. ALL JOINT RESTRAINT SYSTEMS (SHACKLE, RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS, OHIO OR
EQUAL APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS.
17. ASPHALT & CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE,
PAVEMENT, SIDEWALKS, CURB, GUTTERS, & DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT.
18. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION W/ A PERMANENT SEALED PATCH TO BE PLACED, TO CITY OF RENTON
POLICY, WITHIN TEN DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. TRENCHES WILL NOT BE LEFT OPEN OVER NIGHT WITHOUT PRIOR
WRITTEN APPROVAL OF THE INSPECTOR.
19. FOR CITY PROJECTS SUCH A TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 LI NDER IMPROVED AREAS.
ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULED 80 PVC PIPE.
BE-,
62 1/2" _
EXISTING -----
UGHT , 8OX
62 1/2"
EX STING
FIP.E HYDRANT
AND WATER VALVE
CONTRACTOR TO FIELD VERIFY
LOCATION AND CONNECT WATER SERVICE
PER CITY OF RENTON SPECIFICATIONS
N
_
IN KIND PER CITY OF
B
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OIL RETAINER BAFFLE
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LIDMOND IA PLATE COVER
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1MOND PLATER INSPECTION COVERS
DIN DIFFUSER
IT /SLUDGE RETAINER WEIR
INLET
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BAFFLES AND WIER
r �
62 1/2" 2 -
SECTION A -A SECTION 8 -8
OIL /WATER SEPARATOR
PIPE INC (NO. 25 -S)
NOT TO SCALE wrw - s 7 : a
Wwp- d7 -a'sr
WATER ■ E. ■ AEI® SEWER ER PLC►■ _
A PORTION OF SOUTHWEST 1/4 OF SOUTHWEST 1/4, SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
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CONTRACTOR TO FIELD VERIFY !' -
LOCATION AND CONNECT SIDE SEWER LI
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EXISTING CB -B i
RIM = 39155 I '
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SAWCUT PAVEMENT, SIDEWALK, 1 __
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IN KIND PER CITY OF
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IE =387.13(8•' Pic SW'}
IE= 386.53(8" CONC N
EXISTING
T LEPHONE
MANHOLE
EXISTING LIGHT J -BOX -
AND LUMINARE
EX'STI.N•G WATER VALE -
EXISTING SDMH a• -
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!E= 389.99118" CONC S)
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EXISTING CB -B
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39' S OF SW PROP. COR.
230' E OF SW PROP. COR.
FIRE HYDRANT DATA
358 - WITHIN 150 ALL FIRE HYDRANTS USED SHALL
325 - WITHIN 300' BE UPGRADED WITH A STORZ 6^
////348 - WITHIN 300' FITTING.
NUMBER OF FIRE HYDRANTS AND LOCATIONS
OF FIRE HYDRANTS HAVE BEEN DISCUSSED
AND APPROVED BY CORY THOMAS, RENTON
ASSIST. FIRE MARSHAL
FIRE HYDRANT LOCATIONS
SCALE: 1' =50'
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CONTRACTOR TO FIELD VERIFY
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PER CITY OF RENTON SPECIFICATIONS
SAWCUT PAVEMENT, SIDEWALK,
CURB AND GUTTER. REPLACE
EXISTING CB -D
RI M= 394.82
IN KIND PER CITY OF
IE= 389.090 B` GONG N)
RENTON STANDARDS
IE= 354.27
EXISTING CB -E
NSTA CONE. vAuLf
RIM =39506
!E= 389.1608" CONE S)
IE= 3B4.66
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ON SHEET C5 FOR VAULT SIZE
RIM 39511
IE 386.43'8° GONG N;-
'E-386.51r8: CONE S)
:E=386.91 (8 PVC W)
FOUND BRASS NAL�
W. PUNCH SET ItJ
A 4` IONIC. MON. \
IN GASE
EXISTING SSIAH
RIM-395.43
iE= 386.82(8` CONE 5)
IE= 386.96(8 PVC SE,%
IE =387.13(8•' Pic SW'}
IE= 386.53(8" CONC N
EXISTING
T LEPHONE
MANHOLE
EXISTING LIGHT J -BOX -
AND LUMINARE
EX'STI.N•G WATER VALE -
EXISTING SDMH a• -
RiM- 395.14
IE= 389.89:8" CONE N)
!E= 389.99118" CONC S)
jE_ 90.405` CMP NW)
E= 39028`12" CMP SE)
EXISTING CB -F -�
RIM= 395.41
1390 29-12- CMP E)
IE= 389.BR12- CMP NW)
IE =393.86 6" CMP)
IE= 399.17(12" CMP 5,
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EXISTING SDMH -F.
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IE =389 00[78" CON-- S)
IE= 389.00;18` CONC t11
EXISTING CB -B
RIM =3_46(
IE= 39046824" CARP NW)
(i E= 393:77(8' CARP)
E =389.70(8` CARP S)
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EXISTING
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W /6° DLA 90' DOWNTURNED
S _ / ELBOW CONNETED TO OUTLET
PIPE B�XWATER TIGHT CONNETTON.
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230' E OF SW PROP. COR.
FIRE HYDRANT DATA
358 - WITHIN 150 ALL FIRE HYDRANTS USED SHALL
325 - WITHIN 300' BE UPGRADED WITH A STORZ 6^
////348 - WITHIN 300' FITTING.
NUMBER OF FIRE HYDRANTS AND LOCATIONS
OF FIRE HYDRANTS HAVE BEEN DISCUSSED
AND APPROVED BY CORY THOMAS, RENTON
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