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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.
NE 28 -23 -5
MATCHLINE SHT. 17
1 6 I W
#12712 2 B
4 3 5 #16135
#12720 1
1
CB #12728 #14 #12740 RIM= 399.18 1 I W
CID RIM= 382.21 IE 12 "CONC N= 396.18 3 _ ' 2
T__ IE 8 "CONC SW= 380,31 IE 8 "CONC E= 396.48 1 > #16134
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LOCATE NEW 4 DI
'
APPROX 10' EAST OF
IE 12 "CONC S= 396.13
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CB
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#12770
#12762
r� RIM=
375.65
- J�
RIM= 399.50
O$
MAINTAIN 3' MIN. SEPARATION BETWEEN EX. GAS MAIN AND NEW DI WATER MAIN AS REQUIRED.
2 Q 5
DEFLECT DI PIPE PER Y2 MAX. MANUFACTURER'S RECOMMENDED DEFLECTION
4
`-�-w
- W-
O
IE 8 CONC W= 397.54
X.6* AC
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.
16 o -- - --
i 1 0207LF -12 "DI a
11
380.76
- EX.24 SD
W
3 3
5
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#16140
372.42 IE 8 "CONC NE= 379.79
IE 36 "CONC W=
369.72 IF 24 "CONC E= 375.59
IE 8 "CONC NW=
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5 6
4
#12759 #12767 '
#12751
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RIM=
381.61
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IE 8 "CONC NE=
"CONC
379.01
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378.61
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#12711
2
#12733 4 5
0
-
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#12725
#12741 #16305
LOCATE NEW 8" DI APPROX
7' NORTH OF ROW CL IN
PAVED AREA
12
#16317 6
#16315
13 11
#16312
#16321
63
1-4" STD B.O. ASS'Y - - 7
(IN PAVING) PER DET, 3 #16323 C
W -10 ON SHT. 22 �� _IU ��� RIM= 389.10
Q i IE 12 "CONC N= 386.80
W IE 8 "CONC E= 387.20
Iw IE 12 "CONC S= 386.90
96LF-4 "DI "
15 = C13 SS I
#12716 RIM= 375.45
4
00 IE 8 "CONC SE= 373.45 w
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#16327 w I
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I- 3 05)
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1 2
#12715 #12723 3
#1273
LOCATE NEW 12" DI APPROX
13' NORTH OF ROW CL IN
PANED AREA
STA,15 +85, 13'LT
1- 12 "x4" TEE (MJXFL)
1 -4" GV (FLxMJ)
LOCATE NEW 4 DI
'
APPROX 10' EAST OF
I'
ROW CL IN PAVED AREA
'
8
I�
9
N C13
#12770
#12762
r� RIM=
375.65
101E 8 "CONC S= 373.15
6 #12754
O$
MAINTAIN 3' MIN. SEPARATION BETWEEN EX. GAS MAIN AND NEW DI WATER MAIN AS REQUIRED.
2 Q 5
DEFLECT DI PIPE PER Y2 MAX. MANUFACTURER'S RECOMMENDED DEFLECTION
4
`-�-w
- W-
- W
- -- -- ==
X.6* AC
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.
16 o -- - --
i 1 0207LF -12 "DI a
O
380.76
- EX.24 SD
Vi
`". 42LF -12 "DI
-
3
3 E 164TH ST.
3
SDMH
RIM= 375.92
SDMH
IE 8 "CONC N=
372.42 RIM= 384.29
IE 24 "CONC E=
369.82 IE 12 "CONC N= 376.79
IE 12 "CONC S=
372.42 IE 8 "CONC NE= 379.79
IE 36 "CONC W=
369.72 IF 24 "CONC E= 375.59
IE 8 "CONC NW=
372.42 IF 24 "CONC W= 375.49
Z
5 6
4
#12759 #12767 '
#12751
W
STA,15 +85, 13'LT
1- 12 "x4" TEE (MJXFL)
1 -4" GV (FLxMJ)
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5
#16312
6
#16318
CB
RIM= 389.34
IE 8 "CONC W= 387.44
7
#16324
LOCATE NEW 8" DI APPROX
7' EAST OF ROW CL IN
PAWED AREA
STORM DRAIN CROSSING INFORMATION
PLAN NOTES
1Q
INSTALL 5-1/4" MVO FH ASSY. PER DETAIL W -5 OR W -7 ON SHEET 22.
�2
NEAR SIDE WATER SERVICE AND NEW METER BOX W/ EX. METER*
03
FAR SIDE WATER SERVICE AND NEW METER BOX W/ EX. METER*
O
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 &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.
09
DEFLECT DI PIPE PER Y2 MAX. MANUFACTURER'S RECOMMENDED DEFLECTION
12"
REMOVE EX. BO ASSY. PER DISTRICT REQUIREMENTS.
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.
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1
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5
#16312
6
#16318
CB
RIM= 389.34
IE 8 "CONC W= 387.44
7
#16324
LOCATE NEW 8" DI APPROX
7' EAST OF ROW CL IN
PAWED AREA
STORM DRAIN CROSSING INFORMATION
Nip
i
TOP OF WM
VERT, SEP.
O
379.28
378.28
12"
61
394.26
393.26
12"
Q
396.68
395.68
12"
63
387.25
386.25
12"
O372.98
371.98
12"
Q
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1
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5
#16312
6
#16318
CB
RIM= 389.34
IE 8 "CONC W= 387.44
7
#16324
LOCATE NEW 8" DI APPROX
7' EAST OF ROW CL IN
PAWED AREA
STORM DRAIN CROSSING INFORMATION
XING #
SD PIPE IE
TOP OF WM
VERT, SEP.
O
379.28
378.28
12"
61
394.26
393.26
12"
Q
396.68
395.68
12"
63
387.25
386.25
12"
O372.98
371.98
12"
Q
378.25
377.25
12"
O
380.76
379.76
12"
8
CB #16332
RIM= 383.56 STA,19 +18, 13'LT
IE 8 "CONC SW= 381.26 1 -12" GV (MJxMJ)
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84LF -12 "DI X _
19+00
EX.24 "Sp5 F -12 "DI
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#12801 I
8
#16407
_ SDMH
RIM= 386.85
IE 24 "CONC W= 376.60
- IE 12 "COR S= 380.02
-W
Ex. 16 "DI
II - -
CONNECT TO EX. r7
SYSTEM PER DETAIL
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= W
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STA.19 +08, 71T
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RS o 1 ',� 1 -8" 45' BEND (MJxMJ)
STA.19 +24, 9'RT , I cv I ��
1 -8" 45' BEND (MJxMJ)
I
NOTE: CONTRACTOR SHALL TV ALL STORM
DRAINS, BEFORE AND AFTER CONSTRUCTION,
WHICH ARE HIGHLIGHTED ON PLANS, AS
SHOWN HERE.-----SD - - - - - SD - - - - - SD
NOTE: ALL MECHANICAL JOINT (MJ) FITTINGS
SHALL BE RESTRAINED WITH MEGALUGS OR
APPROVED EQUAL, OR AT THE DISCRETION
OF THE DISTRICT FIELD REPRESENTATIVE.
SEE SHEET I I FOR TESC
AND PAVING PLAN
I 23LF -8 "DI
13LF -8 DI
NEW 12 DI K I
5 66
NEW 12 "DI
1 �o
I'
6 � �
STA.18 +341 131T
1- 12 "x8" TEE (FLXFL)
1 -12" GV (FLxMJ)
1 -12" ADAPT. (FLxMJ)
1 -8" GV (FLxMJ)
W- 380501
Recommended for Approval
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