HomeMy WebLinkAbout1277-1CONSTRUCTION NOTES & ESTIMATED QUANTITIES
. CONST. DESCRIPTION
-NOTE NO.
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1 CONST. 8" V. C. P. SEWER MAIN
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CONST. 4" V.C.P. SEWER LATERAL
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44 CONST. SEWER ENCASEMENT
(5r__CONST. SEWER TERMINAL CLEANOUT PER STD. D.WG, 128
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NOT re 5,09E E'
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
SAFETY RESPONSIBILITY EXISTING UNDERGROUND STRUCTURES
Contractor agrees that he shall assume sole and complete responsi- The existence and location of any underground pipes or structures
bility for job site conditions during the course of construction of shown on these plans was obtained by a search of available records.
this project, including safety of all persons and property, that To the best of our knowledge there are no existing utilities except
the requirements shall apply continuously and not be limited to as shown on these plans. The Contractor is required to take due
normal working hours; and that the Contractor shall defend, indem- precautionary measures to protect the existing utility lines and any
nify and hold the Owner and the Engineer harmless from any and all lines not of record or not shown on these plans.
amiability, real or alleged, in connection with the performance of work
on this project, excepting for liability arising from the sole neg-
ligence of the Owner or the Engineer.
arc
P RC Toups Corporation
972 Town & Country Road, Orange, California 92668
Telephone (714) 835-4447
A Planning Research Company
BASIS OF BEARINGS: THESE PLANS WHERE PREPARED IN THE OFFICE OF:
/J25AviZIIVE; J .s�i��//�/y�C�rY� . PRC TOUPS CORP. PHONE: 354447
.!�5 7/e ALE�A UNDER THSUP RVISION� OF:
A VZEA/U� z4,!5 �H�i /IV e>-*`/��T A/� &'29/�'�5Alt
17593
GATE R.C.E. N0.
BENCH MARK:VO. R E V I S 10 N S
/.S'O 8
DATE DESCRIPTION
Ar` TN,eC Ce //VT,E'iQ5' r'G'T/ON dim"
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GENERAL NOTES:
1. All work and materials shall comply with the specifications and
standard plans of the City of Fontana, Public Works Department
dated 1975.
2• A 4" V.C.P. house lateral shall be constructed to each lot per
Fontana standards. Each lateral shall terminate at the property
line with a 4" x 4" V.C.P. Wye with the Wye branch up.
3. Backfill to be in 8" lifts if trench bottom and sides have an
S.E. less than 20.
4. Stomping of backfill permitted in 3" lifts.
5. All materials & methods of construction to be subject to approval
of the City Engineer or his representative.
6. Backfill material to have S.E. of 30 (Min.)
7. All backfill to be certified by a soils engineer.
8. Inspection to be called for through the City of Fontana (714-
823-3411) 24 hours prior to starting work.
9. All utility companies to be given 48 hours notice prior to working
around their facilities.
10. The contractor shall keep a strict record of the location of all
Wyes , Tees, and sewer lateral stubs. Such records shall be the
property of the City of Fontana upon completion of the contract.
Strict adherence to the requirements of this paragraph shall be
imposed.
11. Manhole ?!Yny"es t, Cowers 5Aall be Co"56)-Uc-eed 6// oelow ��nished
PoLvemen t G'ra de bV i%e Sewer C4 nerac l'or and shall be a /usted &
Grade by -1-he Paviny Co"teaLcEo3 aleei-Ae Compeelto)n o� vv"7,
12. All utilities shall be installed, tested and approved prior to
paving.
13. - Prior to construction the contractor shall obtain permits from
the City of Fontana Public Works Department.
14. If any existing utilities or any other facilities conflict with
the proposed improvements, work shall stop and the engineer
noti•fi ed immediately of this si tuati.on .
15. All existing elevations pertaining to proposed connections to
existing utilities shall be verified by the contractor. Any
deviation the engineer shall be notified immediately.
16. Sewer contractor shall stamp an "S" on the curb at each house
lateral location.
17. Adequate stakes shall be set by the engineer to enable the con-
tractor to construct the work to the I=, 1 an grades.
18. All sanitary sewers shall be constructed of bell and spigot
type vitrified clay pipe except as noted.
19. During excavation and construction of the sewer, the contrac-
tor shall bear the responsibility for dust and sand control.
20. "House Connection Sewer or House Lateral Sewer" shall mean a
branch sewer laid between the sewer main and the property line.
21. All house connection sewer for single family residential use,
shall be four (4) inches in diameter unless otherwise provided.
22. All manholes and cleanouts shall be fitted with standard frame
and covers as specified on the plans. Manholes may be either
of brick or precast concrete as specified on the drawings.
23, As Built Plans shalt be P-eawoded ec &tpe CdV /3y -,Ahe
Co r t vactor.
CITY OF FONTANA. CALIFORNIA
PUBLIC WORKS DEPARTMENT
DRAWN: SEWER IMPROVEMENT PLANS SHEET N0.
140 40R. 1
RL. 7)ELGAD0 TRACT NO. 10906 2
CHECKED: OF 3 .SHEETS
D. SOUT/-/u/OR iH
SCALE: APPROVED: DATE: la -44 d- DWG.N0.
A3 SFIOWN CITY ENGINEER R.C.E. 18932 1231