HomeMy WebLinkAbout5036-12�_M
i`
r
EXIST. 42" GRAVITY SEWER `\ ROP(
FOOTING j
—
—FLOW OW
(INV. EL= 1080.8'± / �L
PROPOSED 8' DIA. MANHOLE
EXISTING GROUND—
PROPOSED
ROUND—
PROPOSED 6' MANE
FOOTINGJ-
NV. EL=1081.13'
36" GRAVITY SEWER
�PROPOSED 8' DIA. MANHOLE
NV. EL=1082.15'
ROPOSED 24" FORCE MAIN
FLOWFROM
UFT STATION
-q TRENCH — —
�_ — FROM j
LIFT STATION A
PROPOSED 30" FORCE MAIN
NV. EL=1081.65'
. EL=1081.15'
CONNECTION DETAIL:
SCALE: 1"=5'
TAA rl •f%t%n 79.1
j (IN'
c
�v
PIN T. VLA— 1 VV 1. 1 V
Underground Service Alert
3 oRE ycr,
�, Call: TOLL FREE
r 1-800
227-2600
0
M WOF40G DAYS WOW YOU W
0
0
Q
U
i
U
�o
a
REV DATE BY DESCRIPTION
N
CONCRETEPHASE I
CONCRETEPHASE 11
SECTION A -A:
SCALE: 1"=2' M
o.69984
Exp.9-30-08
9� CIV'`-
c���F
DESIGNED BY: T. Renner DATE: 04/07 PREPARED BY:
DRAWN BY: C. Buzoni DATE: 04/07 TKE Engineering, Inc.
CHECKED BY: M. Thornton DATE: 04/07 4446 Central Avenue
Riverside, Co. 92506
RING (951) 680-0440
REVIEWED BY. I.E.U.A. Mir T. Fattahi, P.E. DATE:
p,PP'p Project Manager
GROUT CONNECT;ON HOLES
SEE BELOW FOR SPACING
PROP. 42" STEEL CASING
PROP. 30" FORCE MAIN
SPACER PLACED
PER NOTE 8
FILL ANNULAR SPACE
WITH AIR—BLOWN SAND
PROP. 42" STEEL CASING
PROP. 5" CONDUITS
STRAPPING BANDS
PROP. 24" FORCE MAIN
PROP. 24" FORCE MAIN O.D.
USE POLYETHYLENE CASING INSULATORS
�- WITH POLYETHYLENE SKIDS. ALL BOLTS
AND BANDS SHALL BE TYPE 304 STAINLESS
12" STEEL.
25.5" FILL ANNULAR SPACE
WITH AIR—BLOWN SAND
12" 12" 12"
iONL
SECTION VIEW
I
EACH PIPE SECTION
2" CAST IRON PLUG
2" STANDARD STEEL
PIPE HALF COUPLING
INSIDE SURFACE OF--`
STEEL CASING
GROUT COUPLING
N(INOTES:
1. CASING PIPE JOINTS SHALL BE CONTINUOUSLY WELDED WITHOUT DEFLECTION.
2. SEE PIPELINE PROFILE FOR LIMITS OF CASING PIPE.
3. CASINGS SHALL BE BORE AND JACKED TO THE LIMITS SHOWN ON PLANS.
4. COMPLETED CASING PIPE INTERIOR SHALL BE SWABBED WITH LUBRICANT (PIPE
DOPE) PRIOR TO CARRIER INSTALLATION. CARRIER PIPE SHALL BE PULLED
THROUGH CASING PIPE.
5. CARRIER PIPE SHALL BE SUCCESSFULLY TESTED PRIOR TO FILLING ANNULAR
SPACE BETWEEN IT AND THE CASING.
6. CONTRACTOR SHALL SUBMIT METHODS AND MATERIAL TO ENGIEER FOR
REVIEW PRIOR TO INSTALLATION.
7. BELLS OF CARRIER PIPES SHALL BE STAGGERED.
8. SPACING BETWEEN THE CASING INSULATORS SHALL BE PER THE MANUFACTURES
RECOMMENDATIONS EXCEPT THAT THERE SHALL 13E AT LEAST 3 CASING INSULATORS
PER PIPE SECTION, ONE 12" FROM EACH JOINT AND ONE CENTERED. ADDITIONALLY,
ONE INSULATOR SHALL BE INSTALLED 12" FROM EACH END OF CASING.
9. BOTH ENDS OF THE CASING BETWEEN THE CASING AND THE CARRIER PIPE SHALL BE
SEALED WATERTIGHT USING AN END SEAL. BANDS SHALL BE TYPE 304 STAINLESS STEEL.
INLAND EMPIRE UTILITIES AGENCY
A Municipal Water District
LOCATION MAILING ADDRESS
6075 Kimball Avenue Post Office Box 9020
Chino, California 91710 Chino Hills, California 91709
Telephone (909) 993-1600
SAN BERNANDINO AVENUE AND nLE NUMBER
JOB NUMBER
ETIWANDA AVENUE SEWER FORCE MAIN SCALE N/A
CONSTRUCTION DETAILS GRAPHIC SCALE
OWNER NAME
r�v
L-10
SHEET NO.
12
12
DATE
DRAWING NO. -8-48 `7
X03&
0 II
GROUT PLUG
O a0
o 0
om
Mit
It
co N
I
0 O
O
I— m
Co
O
III
N
I) n I)
EACH PIPE SECTION
2" CAST IRON PLUG
2" STANDARD STEEL
PIPE HALF COUPLING
INSIDE SURFACE OF--`
STEEL CASING
GROUT COUPLING
N(INOTES:
1. CASING PIPE JOINTS SHALL BE CONTINUOUSLY WELDED WITHOUT DEFLECTION.
2. SEE PIPELINE PROFILE FOR LIMITS OF CASING PIPE.
3. CASINGS SHALL BE BORE AND JACKED TO THE LIMITS SHOWN ON PLANS.
4. COMPLETED CASING PIPE INTERIOR SHALL BE SWABBED WITH LUBRICANT (PIPE
DOPE) PRIOR TO CARRIER INSTALLATION. CARRIER PIPE SHALL BE PULLED
THROUGH CASING PIPE.
5. CARRIER PIPE SHALL BE SUCCESSFULLY TESTED PRIOR TO FILLING ANNULAR
SPACE BETWEEN IT AND THE CASING.
6. CONTRACTOR SHALL SUBMIT METHODS AND MATERIAL TO ENGIEER FOR
REVIEW PRIOR TO INSTALLATION.
7. BELLS OF CARRIER PIPES SHALL BE STAGGERED.
8. SPACING BETWEEN THE CASING INSULATORS SHALL BE PER THE MANUFACTURES
RECOMMENDATIONS EXCEPT THAT THERE SHALL 13E AT LEAST 3 CASING INSULATORS
PER PIPE SECTION, ONE 12" FROM EACH JOINT AND ONE CENTERED. ADDITIONALLY,
ONE INSULATOR SHALL BE INSTALLED 12" FROM EACH END OF CASING.
9. BOTH ENDS OF THE CASING BETWEEN THE CASING AND THE CARRIER PIPE SHALL BE
SEALED WATERTIGHT USING AN END SEAL. BANDS SHALL BE TYPE 304 STAINLESS STEEL.
INLAND EMPIRE UTILITIES AGENCY
A Municipal Water District
LOCATION MAILING ADDRESS
6075 Kimball Avenue Post Office Box 9020
Chino, California 91710 Chino Hills, California 91709
Telephone (909) 993-1600
SAN BERNANDINO AVENUE AND nLE NUMBER
JOB NUMBER
ETIWANDA AVENUE SEWER FORCE MAIN SCALE N/A
CONSTRUCTION DETAILS GRAPHIC SCALE
OWNER NAME
r�v
L-10
SHEET NO.
12
12
DATE
DRAWING NO. -8-48 `7
X03&