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_SS #1 5665
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#15801
SDMH
RIM= 374.47
IE 12 "CONC SE= 367.99
IE 12 "CONC S= 365.82
IE 18 "CONC W= 365.47
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#15827
CB
RIM= 372.12
IE 12 "CONC N W= 368.72
IE 12 "CONC E= 368.62
IE 8 "CONC SE= 369.87
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ARAN. 6 "AC W - - - -w- -
EX. 8 "- DI W W- - W/
1 1 50 100
111A, Viii iii iiiaiiiiiiiiiaiiiiaiii
SCALE IN FEET
BURIED UTILITIES IN AREA
CALL BEFORE YOU DIG
1- 800 -424 -5555 or 811
EXISTING UTILITIES SHOWN ARE FROM
THE BEST AVAILABLE INFORMATION AND
NO GUARANTEE IS MADE AS TO THE
EXACT SIZE, TYPE, LOCATION OR DEPTH.
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SEE SHEET 5 FOR TESC
AND PAVING PLAN
CED4R
LOCATE NEW 4" DI APPROX
8' WEST OF ROW CL IN
PAVED AREA
SW & SE 21 -23 -5
RIVER PIPELINE
CB
RIM= 384.43
STA.15 +51, 10'LT iFl L4V 1
1 -8 "x8" TEE (FLXFL)
2 -8" GV'S (FLxMJ)
1 -8" ADAPTER (FLxMJ)
STA.14 +93, 11'LT
1 -8" 11.25' BEND (MJxMJ)
STA.14 +57, 9'LT
1 -8" 22.5' BEND (MJxMJ)
STA.16 +55, 12'LT
1 -8 "x8" TEE (FLXFL)
3 -8" GV'S (FLxMJ)
KIM= JO /.'+Z+
IE 8 "CONC NW= 385.34
CONC. BLOCK
WALL
o EX. 6 "AC O
� NEW „
ss � � 8 DI
S 158TH ST
zo 13LF- 8 "DI
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LOCATE NEW 8" DI APPROX
12' NORTH OF ROW CL IN
PAVED AREA
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LOCATE NEW 8" DI
APPROX 5' EAST OF
ROW CL IN PAVED AREA
STA.11 +58, 8'LT
1 -8" 22.5' BEND (MJxMJ)
- STA.12 +19, 9'LT
1 -8" 22.5' BEND (MJxMJ)
LOCATE NEW 8" DI APPROX
10' NORTH OF ROW CL IN
PAVED AREA
Re commended for Approval
By
STORM DRAIN CROSSING INFORMATION
XING #
SD PIPE IE
TOP OF WI,A
VERT. SEP.
O378.67
371.0
377.67
12"
O
385.28
384.28
12"
O
384.04
383.04
12"
O4
393.00
392.00
12"
O
381.51
380.5±
12'
O375.24
�
374.24
12'
SANITARY SEWER CROSSING INFORMATION
XING #
TOP OF SS
BTM OF WUA
VERT. SEP.
O
371.0
373.5
2.5'
NOTE: CONTRACTOR SHALL TV ALL STORM
DRAINS, BEFORE AND AFTER CONSTRUCTION,
WHICH ARE HIGHLIGHTED ON PLANS, AS
SHOWN HERE.-----SD - - - - - SD-----SD
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W- 380501
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PLAN NOTES
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INSTALL 5-1/4" MVO FH ASSY. PER DETAIL W -5 OR W -7 ON SHEET 22.
Q2
NEAR SIDE WATER SERVICE AND NEW METER BOX W/ EX. METER*
Q3
FAR SIDE WATER SERVICE AND NEW METER BOX W/ EX. METER*
O4
REMOVE EX. FH ASSY., VALVE BOX AND ASSOCIATED BOLLARDS AFTER NEW WATER MAIN IS IN
SERVICE, SALVAGE EX. FH ASSY. TO THE DISTRICT. REMOVE EXISTING PIPE FROM GV TO F.H.
05
ABANDON EX. AC WM IN PLACE BY COMPLETELY FILLING WITH CDF PER DISTRICT REQUIREMENTS.
Q6
CLOSE EX. GATE VALVE 8 REMOVE VALVE BOX. FILL VOID WITH CDF 8 HOT PATCH AS REQUIRED.
Q
NOT USED.
O$
MAINTAIN 3' MIN. SEPARATION BETWEEN EX. GAS MAIN AND NEW DI WATER MAIN AS REQUIRED.
Q9
DEFLECT DI PIPE PER Y2 MAX. MANUFACTURER'S RECOMMENDED DEFLECTION
4J�
REMOVE EX. BO ASSY. PER DISTRICT REQUIREMENTS.
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MAINTAIN 5' MIN. SEPARATION, OUTSIDE TO OUTSIDE OF PIPE, BETWEEN EX. SD 8 NEW WATER MAIN.
*
REMOVE EXISTING WATER SERVICE AND METER BOX. INSTALL NEW 1 -INCH WATER SERVICE WITH
MID - STATES PLASTIC HDPE METER BOX W/ CARSON LID MARKED 'WATER' AND RECONNECT NEW
SERVICE TO EXISTING CUSTOMER SERVICE LINE PER SCWSD STANDARD WATER DETAILS.
NOTE: CONTRACTOR SHALL TV ALL STORM
DRAINS, BEFORE AND AFTER CONSTRUCTION,
WHICH ARE HIGHLIGHTED ON PLANS, AS
SHOWN HERE.-----SD - - - - - SD-----SD
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