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STA.10 +32, 27'LT
AFTER PRESSURE & PURITY TEST
ACCEPTANCE & MAIN FLUSHING, REMOVE EX.
90' BEND & CONC. BLOCKING AS REQ'D.,
\ q I AND CONNECT TO EX. 8 DI WATER MAIN W/
CONC. BLOCK + \ W 1 -8;; 45' BEND (MJxMJ)(ROTATE AS REQ'D.)
WALL _ 1 -$ DI SPOOL (LF AS REQ'D)
+ \
N \ 1 -8" SLEEVE (MJ)
i
tLu� S SWAB AND DISINFECT PIPE AND FITTINGS
I BUJ H PRIOR TO CONNECTION.
WV CAP EX. 6 "AC
I 4 �?^� RS
cti _ 5
N N ��
3 U ��
CB SDMH X. 6~
I _f 1 -4" TEMP. BO ASSY.
_ A Q
SSMH ' Z (b _
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ss" m
� ° \ NEW 8 �,
— ss—_ D/
o �' ��� SE '--SS_`o CONC. CURB & GUTTER
�T H ST ' -SS-
21' -8 "DI STA.10 +47, 12'LT
1 -8" 45' BEND (MJxMJ)
(ROTATE AS REQ'D.)
CONNECTION DETAIL
INT. 123RD AVE. SE AND SE 158TH ST.
SEE SHT. 13 FOR LOCATION
12LF -8 "DI
\ ul
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ccuN
STA.10 +08, 10'RT
1 -8" 90' BEND (MJ:
1 -8" GV (FLxMJ)
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1�
STA.30 +59, 1O'L'1
1 -8" 11.25' BEND (MJxMJ)
STA.10 +20, 10'RT
1 -8 "x8" TEE (MJxFL)
1 -8" GV (FLxMJ)
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DETAIL
8 "DI UNDER
EX. 6 "AC
INT. SE 158TH ST. AND SE 160TH ST. SEE
SHT. 15 FOR LOCATION
�����IIIIIIIIIIII�IIIIII III
10 V.
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.
SW & SE 21 -23 -5
CONNECTION DETAIL
INT. 123RD AVE. SE AND SE 160TH ST.
SEE SHT. 13 FOR LOCATION
-o
L
S �
STA.15 +83, 14'RT
AFTER PRESSURE & PURITY TEST
ACCEPTANCE & MAIN FLUSHING, CUT IN &
CONNECT TO EX. 8 "PVC WATER MAIN W/
1 -8 "x8" TEE (MJxMJ)
1-8 to PLUG (MJ)
1 -8" 90' BEND (MJxMJ)
2 -8" DI SPOOLS (LF AS REQ'D)
1 -8" TRANS. CPLG. (DIxPVC)
10'— 8 "DI
io STA.15 +71, 20'RT
N\ AFTER PRESSURE & PURITY TEST
ACCEPTANCE & MAIN FLUSHING, CUT IN &
CAP EX. 8 "PVC CONNECT TO EX. 8 "PVC WATER MAIN W/
5 iNV Ex g "PVC 1-8"x8- TEE (FLxFL)
WV —w _ — —w- 3 -8" GV'S (FLxMJ)
22'-8 DI 6
1�ft I !ESE 159TH ST 2 -8 DI SPOOLS (LF AS REQ'D)
SSMH _ _S 1 -8 TRANS. CPLG. (DIxPVC)
-- SS - - -SS— SWAB AND DISINFECT PIPE AND
j FITTINGS PRIOR TO CONNECTION.
/ CO) 3\ P__ - - --
% 1 -4" TEMP. BO ASSY.
co
W S TA.15+ 53, 20'R T
8 "DI UNDER 1 -8" 45' BEND (MJxMJ)
EX. 8 "PVC
5 CONNECTION DETAI L
NOTE: CONTRACTOR SHALL TV ALL STORM
DRAINS, BEFORE AND AFTER CONSTRUCTION,
WHICH ARE HIGHLIGHTED ON PLANS, AS
SHOWN HERE. ----- SD----- SID ----- SD-- - - -SD-
INT. SE 159TH ST. AND SE 160TH ST. SEE
SHT. 15 FOR LOCATION
1-4" TEMP. BO ASSY.
1O
INSTALL 5-1/4" MVO FH ASSY. PER DETAIL W -5 OR W -7 ON SHEET 22.
VERT. SEP.
5
N
FAR SIDE WATER SERVICE AND NEW METER BOX W/ EX. METER*
"DI
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.
Q
ABANDON EX. AC WM IN PLACE BY COMPLETELY FILLING WITH CDF PER DISTRICT REQUIREMENTS.
CAP EX. 6
CLOSE EX. GATE VALVE 8 REMOVE VALVE BOX. FILL VOID WITH CDF 8 HOT PATCH AS REQUIRED.
6 A _ -
NOT USED.
Q$
MAINTAIN 3' MIN. SEPARATION BETWEEN EX. GAS MAIN AND NEW DI WATER MAIN AS REQUIRED.
Q9
DEFLECT DI PIPE PER �/2 MAX. MANUFACTURER'S RECOMMENDED DEFLECTION
Co
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REMOVE EX. BO ASSY. PER DISTRICT REQUIREMENTS.
V)
MAINTAIN 5' MIN. SEPARATION, OUTSIDE TO OUTSIDE OF PIPE, BETWEEN EX. SD 8 NEW WATER MAIN.
*
CB SD _, -SD--
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STA.10 +67, 9'LT
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AFTER PRESSURE & PURITY TEST
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ACCEPTANCE &MAIN FLUSHING,
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REMOVE EX. TEE & CONC. BLOCKING
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7_ ;;��
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CONNECT TO EX. 8 "DI WATER MAIN W/
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1 -8" SLEEVE (MJ)
SSMH
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SWAB AND DISINFECT PIPE AND
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FITTINGS PRIOR TO CONNECTION.
w
CONNECTION DETAIL
INT. 123RD AVE. SE AND SE 160TH ST.
SEE SHT. 13 FOR LOCATION
-o
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S �
STA.15 +83, 14'RT
AFTER PRESSURE & PURITY TEST
ACCEPTANCE & MAIN FLUSHING, CUT IN &
CONNECT TO EX. 8 "PVC WATER MAIN W/
1 -8 "x8" TEE (MJxMJ)
1-8 to PLUG (MJ)
1 -8" 90' BEND (MJxMJ)
2 -8" DI SPOOLS (LF AS REQ'D)
1 -8" TRANS. CPLG. (DIxPVC)
10'— 8 "DI
io STA.15 +71, 20'RT
N\ AFTER PRESSURE & PURITY TEST
ACCEPTANCE & MAIN FLUSHING, CUT IN &
CAP EX. 8 "PVC CONNECT TO EX. 8 "PVC WATER MAIN W/
5 iNV Ex g "PVC 1-8"x8- TEE (FLxFL)
WV —w _ — —w- 3 -8" GV'S (FLxMJ)
22'-8 DI 6
1�ft I !ESE 159TH ST 2 -8 DI SPOOLS (LF AS REQ'D)
SSMH _ _S 1 -8 TRANS. CPLG. (DIxPVC)
-- SS - - -SS— SWAB AND DISINFECT PIPE AND
j FITTINGS PRIOR TO CONNECTION.
/ CO) 3\ P__ - - --
% 1 -4" TEMP. BO ASSY.
co
W S TA.15+ 53, 20'R T
8 "DI UNDER 1 -8" 45' BEND (MJxMJ)
EX. 8 "PVC
5 CONNECTION DETAI L
NOTE: CONTRACTOR SHALL TV ALL STORM
DRAINS, BEFORE AND AFTER CONSTRUCTION,
WHICH ARE HIGHLIGHTED ON PLANS, AS
SHOWN HERE. ----- SD----- SID ----- SD-- - - -SD-
INT. SE 159TH ST. AND SE 160TH ST. SEE
SHT. 15 FOR LOCATION
STORM DRAIN CROSSING INFORMATION
PLAN NOTES
1O
INSTALL 5-1/4" MVO FH ASSY. PER DETAIL W -5 OR W -7 ON SHEET 22.
VERT. SEP.
NEAR SIDE WATER SERVICE AND NEW METER BOX W/ EX. METER*
Q3
FAR SIDE WATER SERVICE AND NEW METER BOX W/ EX. METER*
�4
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.
Q
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.
435.20
NOT USED.
Q$
MAINTAIN 3' MIN. SEPARATION BETWEEN EX. GAS MAIN AND NEW DI WATER MAIN AS REQUIRED.
Q9
DEFLECT DI PIPE PER �/2 MAX. MANUFACTURER'S RECOMMENDED DEFLECTION
Co
�0
0
REMOVE EX. BO ASSY. PER DISTRICT REQUIREMENTS.
V)
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.
STORM DRAIN CROSSING INFORMATION
XING #
SD PIPE IE
TOP OF WM
VERT. SEP.
O372.57
372.47
12"
O373.10
Y
m
372.10
12"
C
cv
435.20
434,20
12"
SANITARY SEWER CROSSING INFORMATION
XING #
TOP OF SS
BTAd OF WADI
VERT. SEP.
O369.1
371.7
2.6'
NOTE: ALL MECHANICAL JOINT (MJ) FITTINGS
SHALL BE RESTRAINED WITH MEGALUGS OR
APPROVED EQUAL, OR AT THE DISCRETION
OF THE DISTRICT FIELD REPRESENTATIVE.
NEW
9'— 8 "DI
1
STA.13 +41, 10'LT
1 -8" 45° BEND (MJxMJ)
STA.13 +48, 4'LT
STA.13 +71, 12.5RT
1 -8" 45' BEND (MJxMJ)
13'— 8 "DI
DETAIL
18„
INT. 123RD PL. SE AND SE 160TH ST. SEE
SHT. 13 FOR LOCATION
STA.13 +85, 10'RT
1 -8 "x4" TEE (FLxFL)
2 -8" GV 'S (FLxMJ)
1 -4" GV (FLxMJ)
Recommended for Approval
By e
COM -LINE POTHOLED LOCATION
41" TO TOP OF 4" DUCT
(EX. 6 91 AC W. CROSSES UNDER DUCT) 5
CONC. CURB
& GUTTER��
�\
WATER PIPELINE POTHOLED LOCATIONS `�� ����Q 1.1 ,,O\
CRPL #3 - 53" TO TOP OF 66 PIPE y�� ��
CRPL #1 - 49" TO TOP OF 66 PIPE `� � �.. `°,� ��' A%. CRPL #2 58 TO TOP OF 51.5 PIPE �\ `.\\ /.0�
(M.I. 36 CONC. PIPELINE CROSSES
UNDER CRPL #2 - 114 TO TOP OF PIPE)
NOTE: CONTRACTOR SHALL COORDINATE
CROSSING OF EX. CRPL WATER MAINS WITH
SPU PRIOR TO CONSTRUCTION. CONTRACTOR
SHALL DEFLECT DISTRICT MAIN AS NECESSARY
TO MAINTAIN 12" MIN. VERT. CLEARANCE OVER
CRPL WATER MAINS.
CONTACT: WAYNE SMITH, SPU OPERATIONS @
(206) 684 -3833
48 HRS. BEFORE WORKING NEAR THE PIPES
INSTALL FH ® HIGH
POINT.
INSTALL NEW 8 "DI
A `` `` � %' UNDER COM LINE DUCT
EX. M.I. 36" CONC. WATER
G
EX. 51.5" STL WATER - CRPL #2
EX. 66" STL WATER - CRPL #1
EX. 66" STL WATER - CRPL #3
UTILITY CROSSING DETAIL
s CONNECTION DETAIL
PROVIDE ETHAFOAM 3
CUSHION BETWEEN WATER 21
MAINS SEE DETAIL
INT. CEDAR RIVER PIPELINE R/W AND SE 160TH ST.
SEE SHT. 15 FOR LOCATION
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