HomeMy WebLinkAboutW-367410N
CUT—IN 24"X12'" TEE. INSTALL:
1 — 247X12- TEE (FLxFL)
1 — CONC. THRUST BLOCK
1 — 24" BUTTERFL Y GV (FLxMJ)
1 — 12" GV (FLxMJ)
� 2 — 24" SPOOL
� 2 — TRANSITION COUPLING
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Z STA 1+15.2, 11.11T MONTEREY DR NE
Q 1 — 12" 90' BEND (MJxMJ) W/
MEGA—LUG JOINT RESTRAINT
1 — CONC. THRUST BLOCK
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LU STA 1+34.2, 24.6'RT MO TEREY DR NE
W 1 — FIRE HYDRANT ASSE LY
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!!! WARNING!!!
EXISTING 8" GAS LINE. CONTRACTOR
SHALL CONTACT PSE A MINIMUM OF 72
HOURS PRIOR TO CONSTRUCTION. PSE
Q� PERSONNEL SHALL BE ONSITE AS
Co REQUIRED DURING CONSTRUCTION.
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STA 1+44.9, 5.3'RT MONTEREY DR NE
a a 1 — 12 W" TEE (MJxFL) W/
MEGA—LUG JOINT RESTRAINT
1 — CONC. THRUST BLOCK
1 — 8 -GV (FLxMJ)
S,1 ISS
/ 14LF 12" CL -52 DI W/ POL YWRAP
& MEGA—LUG JOINT RESTRAINT
INSERT POL 1'PIG. INSTALL 8"
CAP (MJ) AND TEMPORARY 2-
BLOW—OFF ASSEMBLY W/
TEMPORARY THRUST BLOCKING.
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STA 1+56.9, 11.9RT MONTEREY DR NE
INSTALL COMBINED BEND:
(T) 1 — 12" 22/2' BEND (MJxFL) W/
MEGA—LUG RETAINER GLAND
1 — 12" 11%4' BEND (MJxFL) W/
MEGA—LUG RETAINER GLAND
2— CONC. THRUST BLOCK
• RE SHOWN
ONE—CALLEXISTING REF REN ETILITIES ON Y ACONTRACTOR OR
SHALL FLOCATE
1-800-424-5555 UTILTIESI ELD A MINIMUM OFL72XISTING HOURS
Know what's below. PRIOR TO CONSTRUCTION.
Call before you dig.
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CONNECTION DETAIL
MONTEREY DR NE & NE 3RD ST
SCALE: 1"=10'
ORIGINAL PLANS STAMPED BY: I
ANDREW WEYGANDT ON:2/11/14 NO.
PE #44883
12" 90'
Bend
REVISION
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NORTH
2 LF -
2 LF
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!!! WARNING!!!
EXISTING 8" GAS LINE. CONTRACTOR
Z SHALL CONTACT PSE A MINIMUM OF 72
HOURS PRIOR TO CONSTRUCTION. PSE
Qe �0 PERSONNEL SHALL BE ONSITE AS
00 REQUIRED DURING CONSTRUCTION.
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Water Svc. Meter
STA: 1+58.7
23.9R
INAL CONNECTION DETAIL
12"x8" Reducer 12 22.5'
22.5' Vertical Bend Bend
12" Casing, 14 LF
1 LF
12"x8" Reducer
9 LF 1" Service
12 x 8 Reducer
12 x 8 Reducer
STA 1+58.7-
23.9' Rt
30
SURVEYED:
BRH, INC.
DESIGNED:
AW
DRAWN:
AW
CHECKED:
AG, AW
BY DATE APPR APPROVED:
AG, LH
SCALE:
AS SHOWN
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
B" S
PSP
REMOVE TEMPORARY BLOW—OFF
AND CONNCET TO NEW 12" DI.
1 — 12" SPOOL
1 — 12" SLEEVE
Sleeve
VERTICAL NAVD 1988
HORIZONTAL NAD 1983/1991
DATUM
TESTING DETAIL
FINAL CONNECTION DETAIL
CONNECTION DETAIL
STA. 8+82.6 MONTEREY PL NE
SCALE: 1"=10'
AMERICAN SURVEYING & ENGINEERING, LLC (ASE)
CONDUCTED AN AS—BUILT SURVEY TO LOCATE ALL WATER
VALVES, HYDRANTS AND WATER SERVICE METERS. AS—BUILT
DRAWING REDLINE MARKUPS WERE MAINTAINED BY THE
BUNO CONSTRUCTON COMPANY ON SITE CONSTRUCTION
FOREMAN AND PROVIDED TO ASE TO PREPARE THE FINAL
RECORD DRAWINGS. THE RECORD DRAWINGS REFLECT THE
AS—CONSTRUCTED CONDITIONS BASED ON A COMBINATION
OF FIELD SURVEY DATA AND THE AS—BUILT REDLINE
MARKUP DRAWINGS PROVIDED FROM BUNO CONSTRUCTION
AND SHOULD BE FIELD VERIFIED FOR ANY FUTURE USE. ALL
WATER VALVES, HYDRANTS AND WATER SERVICE METERS
WERE FIELD SURVEYED IN THEIR AS—BUILT LOCATIONS AND
A C C U R A T EL Y R E F L E C T E D H E R E O N.
NORTH
DATE:
CITY 0 MONTEREY TERRACE WATER MAIN
FEB 2014
REPLACEMENT PROJECT FIELDBOOK:
R E N TO N PAGE:
CONNECTION DETAILS
DRAWING N0:
Planning/Building/Public Works Dept. D—
SHEET. OF:2 0
W 004