HomeMy WebLinkAboutW-308222N
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O
N I STA. 0 +89.5, 7.5' L T
ao I CONNEC T TO EX. 8"W.
ao
(1) 8" TRANSITION COUPLING
W OR SLEEVE
R.R. TIE WALL R.R. TIE WALL
(1) 8" CAP (MJ) CLOSE EX. GA TE VALVES
l7i GJi AND REMOVE VALVE
BOXES. (TYPICAL FOR
ALL ABANDONED VALVES)
r I r I
REMO VE EX. FH. INSTALL TE PORAR Y 8"
STA. 0 +89.5, 75' LT (TYPICAL) CAP (MJ) AND 2"
Li CLOSE VAL �ES PRIOR TO CONNEC T TO EX. 8" Dl. BLOW-OFF A SSY. W/
Q PRESSURE TEST /NG — — REMOVE AND CAP EXISTING — — THRUST BLOCKING.
z I—
WATER LINE TYP. \
z (1) 8;$ SLEEVE W W
Ld W 8" CAP (MJ) W/ TEMP. (1) 8 SPOOL
°
2" B. 0. AND BLOCKING ca r
W v - -
> SW 4TH PL. SW 4TH PL. INSTALL FINAL CONNECTION.
O '-'
� INSTALL SHACKLE RODS 1 8 SPOOL
� I I FROM TEE TO BEND. (1) 8" SLEEVE
a, EX. 8" PROP. 8 W EX. 8" PROP. 8 W
JAI
Alr'
�0 SW 3RD PL. SW 3RD PL.
� STA. 0 +89.5, EX. 12" W EX. 12
7.5' L T " W
W _ CONNECT TO EX. 8" Dl.
REMOVE AND CAP — LLI STA. 5 +67.3, 10.1 RT
W > EXISTING WA TER LINE. > INSTALL ET TAP
CD Q W (1) 8" SLEEVE CD (1) 12"x8" TAPPING TEE W/
� _ N THRUST BLOCK �_ N
(1) 8" CAP (MJ) (1) 8 G (FLxMJ)
z G W G W G DO NOT DISTURB EX. (1) 8" SPOOL
THRUST BLOCK AND W (1) 8" 90° BEND W/ THRUST
0- o o BEARING SOIL. BLOCK
o W W (1) 8" CAP (MJ)
W cj_ QL_
TESTING DETAIL FINAL CONNECTION DETAIL TESTING DETAIL FINAL CONNECTION DETAIL
Q
z 1 CONNECTION DETAIL (__2 CONNECTION DETAIL
O C7511 POWELL AVE. AT SW 3RD PL S TA. 5 +67 SW 4TH PLACE 40
I— SCALE: C-10 NOR TH SCALE: I"=10' NOR TH
0
z
Q
W
U)
O CLOSE EX. GA TE VAL VE uj INSTALL FINAL CONNECTION.
O AND REMOVE VALVE BOX. W > (1) 8" SPOOL >
CV TYPICAL FOR ALL I Q I Q
( (1) 8 SLEEVE
ABANDONED VA VES) U) U)
ICO Q I Q
INSTALL TEMPORARY 8"
CAP (MJ) AND 2 "
BLOW OFF ASSY. W/ 0
THRUST BLOCKING.
° SW 4TH L.
SW 4TH PL.
11 Or +IH EX. 8 "W EX. 8 "W
EX. 12 " W EX. 12 W
AND CAP EX. 12 "W
(1) 12 "CAP WITH CONC.
THRUST BLOCK
STA. 11+48.2, 6.9' RT
INSTALL WET TAP
(1) 12-x8- TAPPING TEE W/
THRUST BL OCK
(2) 8" G V (FLxMJ)
TESTING DETAIL FINAL CONNECTION DETAIL
3 CONNECTION DETAIL
�CJD�lS W 4TH PL AT THOMAS AVE. SW
SCALE: 1 " =10' NOR TH
AS -BOIL T
DRAWINGS HAVE BEEN PREPARED FOR
AS —BOIL T RECORD BASED ON INFORMATION
PROVIDED BY THE CON TRA C TOR AND GROUP
FOUR, INC. SURVEYORS, AND STAMPED BY
THE ENGINEER.
O� p vW�WS�G' SURVEYED: SCALE: VERTICAL: NAVD 1988
DATE:
EXISTING UTILITIES ARE SHOWN FOR �0 2 AS —BUILT INFORMATION ADDED RVM /EZ 12/06/10 VB 1 " =20' HORIZONTAL NAD 1983/1991 �� CITY OF 2009 EARLINGTON WATER & SEWER IMPROVEMENTS 10/02/09
ONE CA L L REFERENCE ONLY. C 0 NTRACTO R `� 2 DESIGNED: FIELDBOOK:
: 0 3 AS —BUILT INFORMATION ADDED Aw 11/20/12 AW, JH � CONNECTION DETAILS PAGE:
SHALL FIELD LOCATE ALL EXISTING DRAWN: RENT 0 N
1-800-424-5555UTILITIES A MINIMUM OF 48 HOURS �0 44863 �� CHECKED: W,J H ONE INCH DRAWING N0:
w '`� 'lc_ �� �� AG, DC, AW, JH AT FULL SCALE Planning /Building /Public Works Dept. DI
Z PRIOR TO CONSTRUCTION. FSS/ ONAL ECG N O . REVISION BY DATE A P P R APPROVED: C NOT ONE INCH SHEET: OF:
SCALE ACCORDINGLY RECORD DRAWING/AS=BUILT
U-
AG, DC, LH 22 32
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