HomeMy WebLinkAboutD-270704v
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BY OTHERS ROAD
SW 277y N
\161, Sr
I S G CURB
20" STEEL CASING I �12 2" T \`�4„ EXISTING 12'
W/ CASING SPACERS \ 16„ ` SEWER MAIN
AND CASING END SEALS T-
REMOVE AND RELOCATE I EXISTING
EXIST 2' STREETLIGHT SEWER MAIN
POWER CONDUIT ON ' N
TOP OF CULVERT RIM 1 19.80 E =
I I � �Iff��V 12" E = 5.56
II fNV�l21�-YY _zt_.� .49
PLAN
SCALE: 1"=20'
EXISTING 12'
WATER MAIN
22.5' BEND -
RESTRAINED JOINT
TELESCOPING SLEEVE, TYP
2' STREET LIGHT POWER CONDUIT RELOCATION SEQUENCE
Zi 1. SECURE POWER BY CITY.
2. PULL HARE BACK TO NEAREST JUNCTION BOX BY CITY.
3. REMOVE EXISTING CONDUIT BY CONTRACTOR.
4. PROVIDE AND INSTALL NEW CONDUIT BY CONTRACTOR.
5. PULL WIRE BACK THROUGH NEW CONDUIT AND SPLICE BY CITY.
6. ENERGIZE SYSTEM BY CITY.
° 5,wp -27 -2707
z
I CREEK
22' STEEL CASING NTH CASING
SPACERS AND INSULATION
STAINLESS .STEEL
BAND, TYP�
SW 27th STREET
-------- ---- ---- -------------- - - -1--------------------------------------------
12' D1 CLASS 52
PRECAST BOX CULVERT RESTRAINED' JOINT PIPE
i
WATER MAIN RELOCATION PROFILE
SCALE: 1 " -5'
WATER LINE RELOCATION CONSTRUCTION SEQUENCE
1. INSTALL CONCRETE DEAD -MAN BLOCKS AND SHACKLE RODS ONTO EXISTING
12" WATER LINE AT BOTH ENDS OF PROPOSED CULVERT AS SHOWN ON
PLANS AND DETAILS. ALLOW MINIMUM 3 DAY CURING TIME FOR CONCRETE.
CUT -IN 12" ISOLATION VALVES AT BOTH ENDS AND SHACKLE VALVES
TO DEAD -MAN BLOCKS
2. INSTALL 8" TEMPORARY BY -PASS LINE. FLUSH AND DISINFECT BY -PASS LINE
(BY CONTRACTOR). OBTAIN WATER SAMPLE FOR PURITY TESTS (BY CITY).
AFT@ SATISFACTORY PURITY TESTING OF BY-PASS LINE CONTRACTOR TO
fNSTALL 8' STANDPIPES AND 12 "x8 TEES AT BOTH ENDS OF VALVES PER
DETAILS AND 'CONNECT .BY-PASS LINE TO STANDPIPES ACTIVATE BY-PASS
LINE REMOVE EXISTING 12" WATER MAIN FOR I CONSTRUCTION OF BOX CULVERT.
CONSTRUCT NEW 12" RELOCATED RESTRAINED JOINT .WATER MAIN AND STEEL
CASING AS SHOWN ON PLANS. CONTRACTOR TO PERFORM PRESSURE TEST,
CLEAINING BY "POLYPIGGING" AND DISINFECTING OF NEW WATER MAIN. AFTER
SATISFACTORY PURITY TEST BY CITY, CONTRACTOR TO REMOVE TEMPORARY
END CAPS, STANDPIPES, AND 12 "x6" TEES' AND CONNECT TO EXISTING
12' WATER MAIN PER CONNECTION DETAILS AS SHOWN ON PLANS.
2, 4
SW. 27Tri STREET
i
PRECAST BOX
CULVERT
I
REPLACE EXISTING 12" SEWER
-------- - -- - -- -WITH NEW SEWER
20" STEEL CASING
WITH CASING SPACERS
SEWER MAIN REPLACEMENT AND CASING PROFILE
SCALE: 1 " =5'
NOTES:
1. 10" POWER, 4' GAS, AND 16' TELEPHONE UTILITIES
WILL BE RELOCATED BY OTHERS. ONCE 10° POWER,
4" GAS, AND 16" TELEPHONE UTILITIES ARE TAKEN
OUT OF SERVICE, CONTRACTOR SHALL REMOVE AND
DISPOSE OF THESE UTILITIES PRIVATE UTILITY
COMPANIES ARE RESPONSIBLE FOR INSTALLING THESE
RELOCATED UTILITIES. CONTRACTOR SHALL RELOCATE
2' STREET LIGHT CONDUIT. COORDINATE WITH PUBLIC
AND PRIVATE UTILITIES FOR RELOCATION.
2. UTILITY LOCATIONS ARE APPROXIMATE.
CONTRACTOR TO FIELD LOCATE UTILITIES
AS NECESSARY.
3. RELOCATED 10' POWER CONDUIT MUST BE A
MINIMUM OF 5' AWAY FROM JHE RELOCATED
WATER MAIN.
4. CONTRACTOR SHALL DETERMINE EXACT LOCATION
AND DEPTH OF EXISTING SEWER MAIN WHERE
NEW CULVERT CROSSES SEWER (TWO LOCATIONS).
5. PAVEMENT RESTORATION SHALL BE IN ACCORDANCE
WITH CITY OF RE NT ON STANDARD DETAILS H032
AND H032A
6. FOR TRENCHING REQUIREMENTS SEE CITY OF RENTON
STANDARD DETAILS H032, HO32A, AND H033.
STAINLESS STEEL BAND, TYP
EXISTING 12" SEWER MAIN
- CASING END SEAL, TYP
251
NOTES 2, 4
225" BEND (RJxRJ)I
EL VARIES FROM
19.7 TO 21.2 DEAD MAN BLOCK AROUND
EXISTING 12" F) 7 WATER 12" MAIN, TYP
RELOCATED 12' WATER MAIN WATER MAIN -- SEE DWG C -4
CASING END NATIH RESTRAINED JOINTS
SEAL, TYP
EL 18.17
22.5' BEND
(RJxRJ) 6 -3/4' SHACKLE RODS, TYP
12" GATE VALVE (MJ), TYP
4=70 7 o 4
GRAPHIC SCALE:
20 0 20 40
1, I I I
1 "= 20'
5 0 5 10
Li i i l I I
1" = 5'
°sn� CALL 48 HOURS
BEFORE YOU DIG
1- 800 - 424 -5555
OJy�L
°waxs 12 -"-w _. !DI-12171017101,
n .i7 SCANNED mAq 3 0 2000
I Iss�oo
CD
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20" STEEL CASING
N
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3
TO BE RELOCATED
W/ CASING SPACERS
r
BY OTHERS
AND CASING END SEALS
N
I
_
— -4- PRECAST BOX CULVERT
I
SHEET PILE WINGWALL, TYP
8
3:
3 O
2" AIR RELEASE 'VALVE
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N 86684.42
R
AND VALVE BOX
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E 1303644.10
12A
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SEE DETAIL 1, DWG C -4
12" 221 2' BEND RJxRJ TYP
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64,5. `
E IN 86669.60
24" 1303706.87
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LL1
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-MAN
4 GATE VALVE DEAD
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SEE CONNECTION DE TAILS ON DING C-4
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16"
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T ..................
EXISTING 12"
12' 22 1/2' BEND 4 WATER MAIN
U
-_ 5
P a r
(RJxRJ), TYP
TO BE RELOCATED
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oz
0 3 E
E- a
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Q'+ C `
c°
,E
C
fit, ° rn
°
FL°
s
°
7y
BY OTHERS ROAD
SW 277y N
\161, Sr
I S G CURB
20" STEEL CASING I �12 2" T \`�4„ EXISTING 12'
W/ CASING SPACERS \ 16„ ` SEWER MAIN
AND CASING END SEALS T-
REMOVE AND RELOCATE I EXISTING
EXIST 2' STREETLIGHT SEWER MAIN
POWER CONDUIT ON ' N
TOP OF CULVERT RIM 1 19.80 E =
I I � �Iff��V 12" E = 5.56
II fNV�l21�-YY _zt_.� .49
PLAN
SCALE: 1"=20'
EXISTING 12'
WATER MAIN
22.5' BEND -
RESTRAINED JOINT
TELESCOPING SLEEVE, TYP
2' STREET LIGHT POWER CONDUIT RELOCATION SEQUENCE
Zi 1. SECURE POWER BY CITY.
2. PULL HARE BACK TO NEAREST JUNCTION BOX BY CITY.
3. REMOVE EXISTING CONDUIT BY CONTRACTOR.
4. PROVIDE AND INSTALL NEW CONDUIT BY CONTRACTOR.
5. PULL WIRE BACK THROUGH NEW CONDUIT AND SPLICE BY CITY.
6. ENERGIZE SYSTEM BY CITY.
° 5,wp -27 -2707
z
I CREEK
22' STEEL CASING NTH CASING
SPACERS AND INSULATION
STAINLESS .STEEL
BAND, TYP�
SW 27th STREET
-------- ---- ---- -------------- - - -1--------------------------------------------
12' D1 CLASS 52
PRECAST BOX CULVERT RESTRAINED' JOINT PIPE
i
WATER MAIN RELOCATION PROFILE
SCALE: 1 " -5'
WATER LINE RELOCATION CONSTRUCTION SEQUENCE
1. INSTALL CONCRETE DEAD -MAN BLOCKS AND SHACKLE RODS ONTO EXISTING
12" WATER LINE AT BOTH ENDS OF PROPOSED CULVERT AS SHOWN ON
PLANS AND DETAILS. ALLOW MINIMUM 3 DAY CURING TIME FOR CONCRETE.
CUT -IN 12" ISOLATION VALVES AT BOTH ENDS AND SHACKLE VALVES
TO DEAD -MAN BLOCKS
2. INSTALL 8" TEMPORARY BY -PASS LINE. FLUSH AND DISINFECT BY -PASS LINE
(BY CONTRACTOR). OBTAIN WATER SAMPLE FOR PURITY TESTS (BY CITY).
AFT@ SATISFACTORY PURITY TESTING OF BY-PASS LINE CONTRACTOR TO
fNSTALL 8' STANDPIPES AND 12 "x8 TEES AT BOTH ENDS OF VALVES PER
DETAILS AND 'CONNECT .BY-PASS LINE TO STANDPIPES ACTIVATE BY-PASS
LINE REMOVE EXISTING 12" WATER MAIN FOR I CONSTRUCTION OF BOX CULVERT.
CONSTRUCT NEW 12" RELOCATED RESTRAINED JOINT .WATER MAIN AND STEEL
CASING AS SHOWN ON PLANS. CONTRACTOR TO PERFORM PRESSURE TEST,
CLEAINING BY "POLYPIGGING" AND DISINFECTING OF NEW WATER MAIN. AFTER
SATISFACTORY PURITY TEST BY CITY, CONTRACTOR TO REMOVE TEMPORARY
END CAPS, STANDPIPES, AND 12 "x6" TEES' AND CONNECT TO EXISTING
12' WATER MAIN PER CONNECTION DETAILS AS SHOWN ON PLANS.
2, 4
SW. 27Tri STREET
i
PRECAST BOX
CULVERT
I
REPLACE EXISTING 12" SEWER
-------- - -- - -- -WITH NEW SEWER
20" STEEL CASING
WITH CASING SPACERS
SEWER MAIN REPLACEMENT AND CASING PROFILE
SCALE: 1 " =5'
NOTES:
1. 10" POWER, 4' GAS, AND 16' TELEPHONE UTILITIES
WILL BE RELOCATED BY OTHERS. ONCE 10° POWER,
4" GAS, AND 16" TELEPHONE UTILITIES ARE TAKEN
OUT OF SERVICE, CONTRACTOR SHALL REMOVE AND
DISPOSE OF THESE UTILITIES PRIVATE UTILITY
COMPANIES ARE RESPONSIBLE FOR INSTALLING THESE
RELOCATED UTILITIES. CONTRACTOR SHALL RELOCATE
2' STREET LIGHT CONDUIT. COORDINATE WITH PUBLIC
AND PRIVATE UTILITIES FOR RELOCATION.
2. UTILITY LOCATIONS ARE APPROXIMATE.
CONTRACTOR TO FIELD LOCATE UTILITIES
AS NECESSARY.
3. RELOCATED 10' POWER CONDUIT MUST BE A
MINIMUM OF 5' AWAY FROM JHE RELOCATED
WATER MAIN.
4. CONTRACTOR SHALL DETERMINE EXACT LOCATION
AND DEPTH OF EXISTING SEWER MAIN WHERE
NEW CULVERT CROSSES SEWER (TWO LOCATIONS).
5. PAVEMENT RESTORATION SHALL BE IN ACCORDANCE
WITH CITY OF RE NT ON STANDARD DETAILS H032
AND H032A
6. FOR TRENCHING REQUIREMENTS SEE CITY OF RENTON
STANDARD DETAILS H032, HO32A, AND H033.
STAINLESS STEEL BAND, TYP
EXISTING 12" SEWER MAIN
- CASING END SEAL, TYP
251
NOTES 2, 4
225" BEND (RJxRJ)I
EL VARIES FROM
19.7 TO 21.2 DEAD MAN BLOCK AROUND
EXISTING 12" F) 7 WATER 12" MAIN, TYP
RELOCATED 12' WATER MAIN WATER MAIN -- SEE DWG C -4
CASING END NATIH RESTRAINED JOINTS
SEAL, TYP
EL 18.17
22.5' BEND
(RJxRJ) 6 -3/4' SHACKLE RODS, TYP
12" GATE VALVE (MJ), TYP
4=70 7 o 4
GRAPHIC SCALE:
20 0 20 40
1, I I I
1 "= 20'
5 0 5 10
Li i i l I I
1" = 5'
°sn� CALL 48 HOURS
BEFORE YOU DIG
1- 800 - 424 -5555
OJy�L
°waxs 12 -"-w _. !DI-12171017101,
n .i7 SCANNED mAq 3 0 2000