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IE 12 SE= 374.64
I10 0 3
IE 24 "CONC E= 370.07
IE 24 CONC SW= 370.27
IE 36 "CONC E= 365.49
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IE 8 "CONC SW= 366.27
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RIM= 377.24 3
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IE 36 NW= 369.87 \ \6',
IE 12 SE= 374.64
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IE 24 "CONC E= 370.07
IE 24 CONC SW= 370.27
IE 8 "CONIC S= 374.54 p
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STA.13 +58, 9'RT
1 -12" 45' BEND (MJxMJ)
1 1111 - 1111 1 .
18
#16301 CB
RIM= 373.82
IE 8 "CONC SE= 371.92
IE 12 "CONC S &E (UNDER CB) 370.32
7
#16150
19 20
112700 STA.14 +01, 8'LT #12704
1 -8" 90' BEND (MJxMJ)
RELOCATE BUSH.
0) CONTRACTOR SHALL
N- COORDINATE WITH
PROPERTY OWNER
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#16162 RIM= 370.26 I y uj
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IE 36 "CONC S= 366.06 r
_ = EX. 36 SD -IE 36 "CONC W= 365.86 I
CB -
>9 RIM= 370.45 = M
IE 12 CONC W= 368.75 ,
15
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2 -12" GV'S (FLxMJ) -- c I o 1 w -
1- 12 "x8" RED. (FLxFL) 13
1 -8" GV (FLxMJ) #16331 ss 1
- LOCATE NEW 8" DI APPROX
8' SOUTH OF ROW CL IN
2 PAVED AREA
CB #16310
RIM= 370.68
IE 8 "ADS E= 367.98
IE 8 "CONC W= 367.98
3
#16316 LOCATE NEW 8" DI APPROX
8' EAST OF ROW CL IN
PAVED AREA
4
#16322
12 CB ► Il 0 5 LOCATE NEW 12" DI APPROX
#12604 RIM= 371.69 I r - CB #12708 13' NORTH OF ROW CL IN
IE 8 "PVC E= 370.09 I r
I j RIM= 372.29 PAVED AREA Vl� 5 I , IE 8 "PVC W= 37 .49
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�� IE 24 "CONC S= 372.02
SE 164TH IE 24 "GONG W= 371.82
ST. �,� #12511 10
iii• I 8
#16402 #12519 I
uJ WM LOCATED ON TA.13 +08 8'RT 1
T c I 125TH AVE. SE 1 -12" 22.5• BEND (MJxMJ) #16405
.IL I WM LOCATED ON
W 126TH AVE. SE
N
r Q
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.
CONNECT TO EX. ( 5
SYSTEM PER DETAIL 21
CB
1 RIM= 374.33
#12603 IE 8 "CONC S= 371.83
2
#12609
CONNECT TO EX. ( 6
SYSTEM PER DETAIL 21
Z-52LF -12 "DI
NEW SDMH
(NO ELEV. INFO
AVAIL. YET)
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#12615 #12701 #12705
STA.12 +83, 131T
1- 12 "x8" TEE (MJXFL)
1 -8" GV (FLxMJ)
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 10 FOR TESC
AND PAVING PLAN
STORM DRAIN CROSSING INFORMATION
XING # SD PIPE IE TOP OF WM VERT. SEP.
<48 > 368.51 367.5t 12'
<0> 365.54 364.54 12"
50 370.71 369.71 12'
51 372.11 371.11 12'
Q367.86 366.86 12'
<53 > 370.31 369.31 12"
O370.28 369.28 12"
Q374.59 373.59 12"
O374.33 373.33 12'
Q372.51 371.51 12'
O 366.51 365.51 12"
59 370.39 369.39 12"
RecornrnPnried for Approval
By
PLAN NOTES
0 INSTALL 5-1/4" MVO FH ASSY. PER DETAIL W -5 OR W -7 ON SHEET 22.
02 NEAR SIDE WATER SERVICE AND NEW METER BOX W/ EX. METER*
0 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.
Q5 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.
O7 NOT USED.
O$ MAINTAIN 3' MIN. SEPARATION BETWEEN EX. GAS MAIN AND NEW DI WATER MAIN AS REQUIRED.
O9 DEFLECT DI PIPE PER %2 MAX. MANUFACTURER'S RECOMMENDED DEFLECTION
REMOVE EX. BO ASSY. PER DISTRICT REQUIREMENTS.
1� 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.
W- 380506
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SHEET 18 OF 24
DRAWING 85.055
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IE 8 "CONC E= 367.26 1 I r
IE 36 "CONC S= 366.06 r
_ = EX. 36 SD -IE 36 "CONC W= 365.86 I
CB -
>9 RIM= 370.45 = M
IE 12 CONC W= 368.75 ,
15
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STA.24 +68, 12'LT ( 1
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2 -12" GV'S (FLxMJ) -- c I o 1 w -
1- 12 "x8" RED. (FLxFL) 13
1 -8" GV (FLxMJ) #16331 ss 1
- LOCATE NEW 8" DI APPROX
8' SOUTH OF ROW CL IN
2 PAVED AREA
CB #16310
RIM= 370.68
IE 8 "ADS E= 367.98
IE 8 "CONC W= 367.98
3
#16316 LOCATE NEW 8" DI APPROX
8' EAST OF ROW CL IN
PAVED AREA
4
#16322
12 CB ► Il 0 5 LOCATE NEW 12" DI APPROX
#12604 RIM= 371.69 I r - CB #12708 13' NORTH OF ROW CL IN
IE 8 "PVC E= 370.09 I r
I j RIM= 372.29 PAVED AREA Vl� 5 I , IE 8 "PVC W= 37 .49
6 n n, r,� 59 m
.0".
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#16321 r �
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IE 8 "PVC N= 374.83 3 \� • ��\ w t
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34LF- 12'9DI RIM= 378.52 J p t N
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IE 12 CONC NW= 373.82
�� IE 24 "CONC S= 372.02
SE 164TH IE 24 "GONG W= 371.82
ST. �,� #12511 10
iii• I 8
#16402 #12519 I
uJ WM LOCATED ON TA.13 +08 8'RT 1
T c I 125TH AVE. SE 1 -12" 22.5• BEND (MJxMJ) #16405
.IL I WM LOCATED ON
W 126TH AVE. SE
N
r Q
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.
CONNECT TO EX. ( 5
SYSTEM PER DETAIL 21
CB
1 RIM= 374.33
#12603 IE 8 "CONC S= 371.83
2
#12609
CONNECT TO EX. ( 6
SYSTEM PER DETAIL 21
Z-52LF -12 "DI
NEW SDMH
(NO ELEV. INFO
AVAIL. YET)
� -----------
- - =-
° 3 oc103LF -12 "D I = cn
N I w
3 'J
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3 4 5
#12615 #12701 #12705
STA.12 +83, 131T
1- 12 "x8" TEE (MJXFL)
1 -8" GV (FLxMJ)
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 10 FOR TESC
AND PAVING PLAN
STORM DRAIN CROSSING INFORMATION
XING # SD PIPE IE TOP OF WM VERT. SEP.
<48 > 368.51 367.5t 12'
<0> 365.54 364.54 12"
50 370.71 369.71 12'
51 372.11 371.11 12'
Q367.86 366.86 12'
<53 > 370.31 369.31 12"
O370.28 369.28 12"
Q374.59 373.59 12"
O374.33 373.33 12'
Q372.51 371.51 12'
O 366.51 365.51 12"
59 370.39 369.39 12"
RecornrnPnried for Approval
By
PLAN NOTES
0 INSTALL 5-1/4" MVO FH ASSY. PER DETAIL W -5 OR W -7 ON SHEET 22.
02 NEAR SIDE WATER SERVICE AND NEW METER BOX W/ EX. METER*
0 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.
Q5 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.
O7 NOT USED.
O$ MAINTAIN 3' MIN. SEPARATION BETWEEN EX. GAS MAIN AND NEW DI WATER MAIN AS REQUIRED.
O9 DEFLECT DI PIPE PER %2 MAX. MANUFACTURER'S RECOMMENDED DEFLECTION
REMOVE EX. BO ASSY. PER DISTRICT REQUIREMENTS.
1� 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.
W- 380506
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SHEET 18 OF 24
DRAWING 85.055
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2 PAVED AREA
CB #16310
RIM= 370.68
IE 8 "ADS E= 367.98
IE 8 "CONC W= 367.98
3
#16316 LOCATE NEW 8" DI APPROX
8' EAST OF ROW CL IN
PAVED AREA
4
#16322
12 CB ► Il 0 5 LOCATE NEW 12" DI APPROX
#12604 RIM= 371.69 I r - CB #12708 13' NORTH OF ROW CL IN
IE 8 "PVC E= 370.09 I r
I j RIM= 372.29 PAVED AREA Vl� 5 I , IE 8 "PVC W= 37 .49
6 n n, r,� 59 m
.0".
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#16321 r �
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IE 8 "PVC N= 374.83 3 \� • ��\ w t
55LF -12 "DI �G �1 0 00 r t
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34LF- 12'9DI RIM= 378.52 J p t N
-w_
IE 12 CONC NW= 373.82
�� IE 24 "CONC S= 372.02
SE 164TH IE 24 "GONG W= 371.82
ST. �,� #12511 10
iii• I 8
#16402 #12519 I
uJ WM LOCATED ON TA.13 +08 8'RT 1
T c I 125TH AVE. SE 1 -12" 22.5• BEND (MJxMJ) #16405
.IL I WM LOCATED ON
W 126TH AVE. SE
N
r Q
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.
CONNECT TO EX. ( 5
SYSTEM PER DETAIL 21
CB
1 RIM= 374.33
#12603 IE 8 "CONC S= 371.83
2
#12609
CONNECT TO EX. ( 6
SYSTEM PER DETAIL 21
Z-52LF -12 "DI
NEW SDMH
(NO ELEV. INFO
AVAIL. YET)
� -----------
- - =-
° 3 oc103LF -12 "D I = cn
N I w
3 'J
U
Q
3 4 5
#12615 #12701 #12705
STA.12 +83, 131T
1- 12 "x8" TEE (MJXFL)
1 -8" GV (FLxMJ)
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 10 FOR TESC
AND PAVING PLAN
STORM DRAIN CROSSING INFORMATION
XING # SD PIPE IE TOP OF WM VERT. SEP.
<48 > 368.51 367.5t 12'
<0> 365.54 364.54 12"
50 370.71 369.71 12'
51 372.11 371.11 12'
Q367.86 366.86 12'
<53 > 370.31 369.31 12"
O370.28 369.28 12"
Q374.59 373.59 12"
O374.33 373.33 12'
Q372.51 371.51 12'
O 366.51 365.51 12"
59 370.39 369.39 12"
RecornrnPnried for Approval
By
PLAN NOTES
0 INSTALL 5-1/4" MVO FH ASSY. PER DETAIL W -5 OR W -7 ON SHEET 22.
02 NEAR SIDE WATER SERVICE AND NEW METER BOX W/ EX. METER*
0 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.
Q5 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.
O7 NOT USED.
O$ MAINTAIN 3' MIN. SEPARATION BETWEEN EX. GAS MAIN AND NEW DI WATER MAIN AS REQUIRED.
O9 DEFLECT DI PIPE PER %2 MAX. MANUFACTURER'S RECOMMENDED DEFLECTION
REMOVE EX. BO ASSY. PER DISTRICT REQUIREMENTS.
1� 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.
W- 380506
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SHEET 18 OF 24
DRAWING 85.055
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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.
CONNECT TO EX. ( 5
SYSTEM PER DETAIL 21
CB
1 RIM= 374.33
#12603 IE 8 "CONC S= 371.83
2
#12609
CONNECT TO EX. ( 6
SYSTEM PER DETAIL 21
Z-52LF -12 "DI
NEW SDMH
(NO ELEV. INFO
AVAIL. YET)
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#12615 #12701 #12705
STA.12 +83, 131T
1- 12 "x8" TEE (MJXFL)
1 -8" GV (FLxMJ)
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 10 FOR TESC
AND PAVING PLAN
STORM DRAIN CROSSING INFORMATION
XING # SD PIPE IE TOP OF WM VERT. SEP.
<48 > 368.51 367.5t 12'
<0> 365.54 364.54 12"
50 370.71 369.71 12'
51 372.11 371.11 12'
Q367.86 366.86 12'
<53 > 370.31 369.31 12"
O370.28 369.28 12"
Q374.59 373.59 12"
O374.33 373.33 12'
Q372.51 371.51 12'
O 366.51 365.51 12"
59 370.39 369.39 12"
RecornrnPnried for Approval
By
PLAN NOTES
0 INSTALL 5-1/4" MVO FH ASSY. PER DETAIL W -5 OR W -7 ON SHEET 22.
02 NEAR SIDE WATER SERVICE AND NEW METER BOX W/ EX. METER*
0 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.
Q5 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.
O7 NOT USED.
O$ MAINTAIN 3' MIN. SEPARATION BETWEEN EX. GAS MAIN AND NEW DI WATER MAIN AS REQUIRED.
O9 DEFLECT DI PIPE PER %2 MAX. MANUFACTURER'S RECOMMENDED DEFLECTION
REMOVE EX. BO ASSY. PER DISTRICT REQUIREMENTS.
1� 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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PLAN NOTES
0 INSTALL 5-1/4" MVO FH ASSY. PER DETAIL W -5 OR W -7 ON SHEET 22.
02 NEAR SIDE WATER SERVICE AND NEW METER BOX W/ EX. METER*
0 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.
Q5 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.
O7 NOT USED.
O$ MAINTAIN 3' MIN. SEPARATION BETWEEN EX. GAS MAIN AND NEW DI WATER MAIN AS REQUIRED.
O9 DEFLECT DI PIPE PER %2 MAX. MANUFACTURER'S RECOMMENDED DEFLECTION
REMOVE EX. BO ASSY. PER DISTRICT REQUIREMENTS.
1� 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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