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PRIVATE ENGINEER'S NOTES TO CONTRACTOR
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES. CONDUITS
OR STRUCTURES- SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAIL-
ABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILI-
TIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE
DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE
DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSI-
BILITY FOR THE UTILITY PIPES. CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN
ON THESE DRAWINGS.
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT
THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE COUNTY, THE OWNER
AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED.
IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING
FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE
ENGINEER.
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Special Construction - Construct S" C I. P. with mechanical joints or a' V C. P.
with special concrete ercasen+cnt per details above or 811 V.C.P. grouted
in continuos steel ceain9, Length shall be 5' clear each way from water main.
5pe-cial construction will be necessary where, unitary sewer mains or laterals
have less than It" of ckarafte, between the bottorn of. the voter mein and
the top of the xwer.
Special construction will be necessary where the clearance between the battam
of a storm drain and the top of the sewer mein is beton 60 and 18"
Th's conditian is not anticipated on this project.
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VICINITY MAP
NO SCALE
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CITY OF FONTANA STD. DETAIL 114
SCALE: I"= 2'
QUANTITIES
�AX 8 MCG -
CASE l
ITEM
AMOUNT
8" SEWER MAIN"- V.C.P.
BASELINE
10A
1,167
SEWER MANHOLE
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SEWER CLEAN OUT
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VICINITY MAP
NO SCALE
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CITY OF FONTANA STD. DETAIL 114
SCALE: I"= 2'
QUANTITIES
�AX 8 MCG -
CASE l
ITEM
AMOUNT
8" SEWER MAIN"- V.C.P.
1,75
4" SEWER LATERAL
1,167
SEWER MANHOLE
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SEWER CLEAN OUT
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GENERAL NOTES:
I. BENCH MARK: S. B. CO. B.M. 7-9. 6.5' N. OF N. E. CR AT
LOCUST AVENUE AND FOOTHILL BLVD. BRASS DISK IN TOP' OF
CURB STAMPED "7-9 1970" ,
ELEVATION - 1307.150 t
THE EXISTING MANHOLE iLEVATIONS ON LOCUST AVENUE WERE SURVEYED
WITH THE REMAINDER OF THE TRACT TOPOGRAPHY AND IS REFLECTED IN
THE DESIGN.
2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE STANDARD
SPECIFICATIONS b REQUIREMENTS OF THE CITY OF FONTANA AND THE
FONTANA PUBLIC WORKS DEPARTMENT.
3. THE SEWER CONTRACTOR SHALL FURNISH THE CITY AS -BUILT DRAWINGS INCLUDING
STATIONS OF ALL WYES. TEES AND LATERIAL STUBS.
4. SEWER PIPE SHALL BE VETRIFIED CLAY WITH MECHANICAL COMPRESSION V.C.P.
5. SEWER LINES SHALL BE TESTED PRIOR TO MAKING PERMANENT SERVICE
CONNECTIONS.
6. INSTALL HOLDDOWN BOLTS ON ALL MANHOLE COVERS.
7, BEFORE BEGINNING CONSTRUCTION. THE CONTRACTOR MUST OBTAIN ALL NECESSARY
PERMITS FROM THE CITY OF FONTANA.
e. LOCATION OF SEWER LATERALS SHALL BE FIELD LOCATED.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UNDERGROUND
SERVICE ALERT AT PHONE i 1-800-422-4133 AT LEAST 48 HOURS PRIOR TO
TRENCHING FOR EXACT UNDERGROUND UTILITY LOCATIONS.
10. THE CONTRACTOR SHALL MARK THE CURB WHERE THE SEWER LATERAL CROSSES
THE CURB AND GUTTER.
11. SEWER LATERIALS SHALL BE CONNECTED TO THE MAIN WITH WYES, PER S_ D. 125
12. IT SHALL BE THE' RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL
EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION. WHETHER SHOWN
ON THIS PLAN OR NOT.
13. AT LEAST 24 HOURS NOTICE SHALL BE GIVEN TO THE CITY OF FONTANA
PRIOR TO ALL INSPECTIONS.
14. ALL EXISTING MANHOLE COVERS SHALL BE RAISED OR LOWERED TO MATCH THE
FINISH GRADE.
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