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SECT I ON A—A 10 11 12 13SCALES
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%9,NOTE: CONTRACTOR
IS TO VERIFY
THE DEPTH OF ALL EXISTING UTILITIES
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PRIOR TO START OF CONSTRUCTION �r I I ! oo �o
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8" VCP OUTLET 7 I II xAy• j 2•��
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!I 1 8" VCP SEWER LATERAL (DRY) . '
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6
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SHELF I SHELF p ! I 4" FORCE MAIN ,2
(PRIVATE) ! x 139.6
8 VCP INLET ---- + ----- 8 VCP INLET a '
SHELF N ' 133111
�XR� �O ! 22 12' x 1238.6x, r• r
x�� ' I 11
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40'
ILD N
REDWOOD AVENUE rnn rM r i i Rn1 i1 r Ile Pn
MANHOLE BOTTOM -
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DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. I REVISION DESCRIPTION
DATE I ENGR. I CITY I DATE
SEE STREET PLANS FOR TYPICAL SECTION
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE
REVISIONS TO THE PLANS TO BRING THEM INTO
CONFORMANCE WITH CONDITIONS AND STANDARDS
IN EFFECT.
* No. 28500
F CIVIL,
�F CALF
SAND FILL ANNULAR S
8" VCP BELL
1" MAX SIZE SELECTED
NATIVE BEDDING
COMPACTED TO 900
1"4' TO 3/41
ROCK BEDDING
OD VCP
r--- AC PAVEMENT
LESS THAN 10' DEEP
12" MIN
OD VCP
4" MIN
OD VCP
AC PAVEMENT
10' DEEP AND DEEPER
12" MIN
OD VCP
4" MIN
TYPICAL BEDDING FOR 81, VCP
CONSTRUCTION NOTES
1O JACK 8" V.C.P. SEWER UNDER FOOTHILL BLVD. AND 18" STEEL
CASING PER DETAILS THIS SHEET
2� CONSTRUCT 8" EXTRA STRENGTH V.C.P. SEWER
3 CONSTRUCT 8" V.C.P. EXTRA STRENGTH SEWER LATERAL
�4 CONSTRUCT MANHOLE PER CITY STANDARD 113 AND 114
5� CONNECT TO EXISTING MANHOLE; RECONSTRUCT AS NECESSARY
6 CONSTRUCT CLEANOUT PER CITY STD. 115
�J INSTALL TEMPORARY END PLUG
9 " STEEL CAS I NG 1/4' TH I CK
8" VCP SEWER
QUANTITIES
99 LF
94 LF
216 LF
2 EA
1 EA
1 EA
1 EA
3S, \�(3) 4x4 UNFINISHED REDWOOD SKIDS. 3' LONG BEVELED AT LEADING EDGE
6 SKIDS PER STD. LENGTH OF PIPE. TO BE WIRED 3' FROM EACH END OF
PIPE. NOTCH SKID TO ALLOW WIRE TO PASS THROUGH SUPPORT
CASING DETA I L FULL LENGTH OF, CASING.
NOTES
1. CASING SHALL BE INSTALLED BY THE DRY BORING AND/OR THE JACKING OR BORING
METHOD
2. CASING JOINTS SHALL BE WELDED JOINTS
3. PIPE SHALL BE SPACED TO PROVIDE A COUPLING WITHIN ONE FOOT OF END OF STEEL
CASING
4. REDWOOD SKIDS SHALL BE PROVIDED AS PER DETAIL ABOVE
5. SEAL BOTH ENDS OF CASING WITH MORTAR
6. CARRIER PIPE SHALL BE AIR PRESSURE TESTED PRIOR TO FILLING CASING WITH SAND
7. PIPE CASING TO BE FILLED WITH AIR -BLOWN SAND
8. UPSTREAM 8, DOWNSTREAM ELEVATION SHALL BE VERIFIED PRIOR TO FILLING CASING
9. SHORING METHOD IN ACCORDANCE WITH CAL -OSHA STANDARDS
a im &A0 3m
ASSOCIATES
2079 SKY VIEW DRIVE
COLTON. CA 92324
( 909) 824-2775
C I
TY OF FONTANA CAL I FORN I A
SEWER IMPROVEMENT PLAN
DRAWN BY:
DESIGNED BY:
FOOTH
I BOULEVARD
SCALE:
AS SHOWN
DOUGL S L . G MAN
RCE 28500. 3 31 —2002
DATE
DATE:
JUNE 2001
CHECKED BY AP OVED
- ®1
' ITY ENGINEER R.C.E. 51-I%ftf -152 DATE
D
AWING NO.:
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