HomeMy WebLinkAboutWTR2703214.32EXISTING 10"
DI PIPE
EXISTING 10" DI PIPE, TO BE
TESTING REMOVED AFTER
EXISTING CONFIGURATION_
EXISTING 10
DI PIPE
EXISTING 10" DI PIPE, TO BE
REMOVED AFTER TESTING
PROPOSED 12" DI PIPE,
PER PLAN
TEMPORARY 12" DI CAP AND 2"
BLOW -OFF ASSEMBLY WITH THRUST
BLOCK, SEE SPECIFICATIONS FOR
THRUST BLOCK SIZING
Mw
TESTING CONFIGURATION
i-ROPOSED 12" DI PIPE,
PER PLAN
= Rol I [a 0.11I 1 YA 6A I I I
..
PROPOSED 12" DI GATE
VALVE, (FLxMJ)
PROPOSED 12 DI TEE, (FLxFL) WITH PROPOSED 12" DI PIPE,
THRUST BLOCK, SEE SPECIFICATIONS LENGTH TO FIT
FOR THRUST BLOCK SIZING
PROPOSED 12 x 10"
PROPOSED 12 x 10"
"IN
DI REDUCER, (FLxFL)
DI REDUCER, (FLxFL)
PROPOSED 10" DI
PROPOSED 10" DI
PIPE, LENGTH TO FIT
GATE VALVE, (FLxMJ)
EXISTING 10" PROPOSED 10
DI LONG BODY
DI PIPE
7'
SLEEVE N
7"
Fan
1h
di
J
PROPOSED 10
4
EXISTING
Di LONG -BODY 10" DI
SLEEVE
PROPOSED 10- DI PIPE
PROPOSED 101$ DI GATE VALVE, (FLxMJ)
PIPE, LENGTH TO FIT
FINAL CONFIGURATION.
EXISTING 12" EXISTING STEEL
pIpp- PIPE CASING
EXISTING 48" EXISTING ROCKERY
MANHOLE
7 t-off
Z
EXISTING 12" PIPE
EXISTING CONFIGURATION
EXISTING 12" CROSS WITH
THRUST BLOCK, TO BE
REMOVED BEFORE TESTING.
NOTES.
1. REMOVE EXISTING 12" CROSS WITH
THRUST BLOCK BEFORE TESTING.
2. CITY TO INSTALL 12" VALVE & FIRE EXISTING 12" EXISTING STEEL
HYDRANT ON CITY'S EX. 12" PIPE PIPE CASING
WATERMAN. CITY TO PRESSURE TEST EXISTING ROCKERY
EX. LINE IN PRESENCE OF CONTRACTOR.
3. RIM ELEVATION OF 48" MANHOLE IS
APPROXIMATELY 432.09'.
7
TEMPORARY PROPOSED 12" DI 90*
THRUST BLOCK
BEND, (MJXMJ)
2#-630
^A
TESTING CONFIGURATION_
� =1 R
45- BEND (MJXMJ)
PROPOSED 12 DI SPOOL,
NOTE:
THRUST BLOCK BEHIND PROPOSED 12" DI
90- (MJXFL) BEND,
NOT SHOWN THIS VIEW 45- BEND (MJXMJ)
FOR CLARITY.
419.29'
PROPOSED THRUST BLOCK
I.E.
PROPOSED 12" DI SPOOL,
I ps
(MJXMJ), 2 —0
PROPOSED TESTING
CONFIGURATION -SIDE VIEW �°g
NOTE:
CONTRACTOR TO REMOVE AND RESTORE STEEL PIPE
CASING AND ROCKERY AS NECESSARY TO COMPLETE
CONNECTION
PROPOSED
12" DI PIPE
PROPOSED 12" DI
SLEEVE (MJXMJ)
I 2�" EXISTING STEEL
EXISTING 1
EXISTING ROCKERY PIPE PIPE CASING
71-0"
PROPOSED 12" DI 90* BEND,
(MJxFL) WITH THRUST BLOCK,
PROPOSED 12" DI 45* SEE SPECIFICATIONS FOR
BEND (MJXMJ) THRUST BLOCK SIZING
2'-6"
PROPOSED 12" DI SPOOL,
PROPOSED 12"
(MJXMJ), 8'-0
DI 45- BEND PROPOSED 12" DI SPOOL,
(MJXMJ) (MJXMJ), 2'-0-
FINAL CONFIGURATION
2" O.D.
TOP AND BOTTOM HINGES
FENCE POST
1
SHALL SWING 180'
CONTRACTOR TO PROVIDE 3'
STRAPS 0 14".
2- O.D� TOP RAIL
OF LIGHT DUTY CHAIN AND
TYP. OF FENCE
AND GATE.
STANDARD KEYED PADLOCK. 2
2j' O.D. END POST
KEYS EACH TO BE PROVIDED
TO SCHOOL AND TO OWNER.
61-0"
MIRROR
IMPROVEMENTS
FOR OTHER
SIDE OF GATE
AND FENCE,
TIE WIRE AT
L1 �SCHED. 40 PIPE
BOTTOM OF
INTERNAL SUPPORTS, TYP.
CHAIN LINK
FENCE
A" SCHED. 40 PIPE FRAME
PROVIDE
APPROX. 9
FABRIC PER
SPECIFICATIONS.
APPROX 10' OF
_ TOP, BOTTOM, SIDES
DAM.
TYP, OF FENCE
FENCE BETWEEN
WHEEL.
AND GATE.
VERTICAL SUPPORTS
11' GATE SECTION.
CENTER OF GATE POST
TO OUTSIDE OF WHEEL.
SCHOOL GATE AND FENCE DETAIL
N.T.S.
FINAL CONFIGURATION OBLIQUE- ,
NOT TO SCALE
POND FENCE NOTES:
POST HOLE CONCRETE:
1) END POSTS
MINIMUM DEPTH = 30"
MINIMUM DIAMETER = 6 of
EMBED POST FULLY —2-
LINE POSTS
MINIMUM DEPTH = 24"
MINIMUM DIAMETER = 6"
EMBED POST FULLY —2-
2. FENCE HEIGHT IS MEASURED
FROM THE TOP OF FINISHED
GRADE.
3. ADJUST FENCE POST
LOCATIONS TO AVOID CONFLICT
WITH UTILITIES. MINIMUM 2'
CLEARANCE.
4. EXISTING FENCE AND FENCE
POSTS MAY BE SALVAGED AND
REUSED UPON APPROVAL OF
ENGINEER. PROVIDE NEW
HINGED GATE POSTS AND
.GATES.
H.
WA
16 727
ISTS
TONAL
SIGNED. 06129107
SIGNED. 06,129,107
RING INC
n" M,
i-LINGHAM OFFICE
.rton Road
-`)THELL OFFICE
cl'51-1 9400
195th Street, Suite
AST WENATCHEE Of
569,886,2900
Simon Street, Suite 5
HAO OFFICE
V,
SCI A 1L E SHOWN
W 3 14 2 0
0 1aa 2aa
F)PAU/lKlr- lq NOT TO SCALE
IF BAP IS NOT 2" LONC
PLOT: 1
DING NO.
ENGINEER: CDW
C09
REVIEWEDMLM
�"An QFD i A ')r)[)Q
SHEET NO,
REVISED TO CONFORM TO CONSTRUCTION RECORDS DY KJS 06/08/09 CLIENTS REN'" 14
ADDENDUM / ISSUED FOR CONSTRUCTION BTE MM 10/09/07 JOB NO. 105-049 V3 4
NO« REVISION BY , REVIEW DATE FILENAME, HAZEN-D-CIV10
cl 02 114 '7'
STA. 0+14.3 CONNECTION TO EXISTING SYSTEM
J/2" = 1'
STA. 6+51.9 CONNECTION TO EXISTING SYSTEM_
1/4" = i I