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1. SEWIE G01MACTO SWALL CONSTRUCT WANMLS FRAMES ANS F -OVERS TO
1
BELOW FINISH PAVING GRADE.- FINAL A03USTMENT TO FIRSH PAVE EXT
UPON CbMPLETION 'OF PAVING Vf TME ftVltJ6 CONTRACTOR, SHALL BE MADE
S'Y THE PAVING CONTRACTOR.
2., SEWERS AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH
T?MSE PLANS AM IMS STANDARD SPECIFICATIONS AND DRAWINGS OF THE
CITY OF FONTANA DATED 19750
3'. LATERALS SHALL AE 4 DIAMETER V.C.P. CONSTRUCTED ON A MINIMUM
SLOPE OF 2% FROM MAIN TO PROPERTY LINE,, AM PLUGGED AT THE
PROPERTY LINE.
4., SEM CONTRACTOR SHALL INDICATE LATERAL LOCATIONS BY MARRING
MIS %XvA l T", CURIS AT THE LATERAL LOCATIONS.
5. THE SEWER CONTRACTOR STMLL BE FULLY RESPONSIBLE FOR LOCATING AND
PROTECTING ?Re" DAM CM ALL EXISTING UNDERGROUND UTILITIES AM
STWCTURX5r MTHER OR NOT STJCN FACILITIES ARE SHOWN ON THESE
60- DEMIt MARC: CITY OF IPMMNA TENCH MARK NO, 2M -7j, BEING A P.K.
NIM AT THE EAST END MP THE SOUTHEAST CURB RETURN AT MILLER
AvM= Ann KANM" STREET *
EL M TION: 1366.66
7. CONTRACTOR SHALL MAKE HIS OWN ESTMATE OF QUAVIqTIES PRIOR TO
S. CONSTRUCTION PEMITT9 SHALL BE OBTAINED FROM THE FONTANA PUBLIC
A vi MY
WORXS DEPARTMENT PRIOR TO THE START OF ANY WORK.
36, 15 74 /3
9. AMQUATE ACES SHALL BE SET BY THE MTNEER Tt ENABLE THE CONTRACTOR
31 35 i. 14.'TO CQNTATJCT THE WORK TO THE PLAN GRADES -0
,
3 , 34 /5
Q4 11. STANDARD MANHOLES SHALL BE CMNSTRUCTM PER CITY OF'F6NTANA STANDARD
9 22
DETAIL - NO. 112,
IF S
4033 28 2/ 4
4
44
Vi
IR
41 to /7 A 50
4
Ca CLE]MMS SHALL BE CONSTRUCTED PER CITY'OF FONTANA STANDARD
31 30 19 /8 7 6 DETAIL NO. 1280
43
FA IRFA X 5T REE T (51-t 0,rft #17 Contractor agrees,• that he shall assume sole and complete responsibility
for job site conditions during the course of construction of this Project,
including pafety Qf all persons and property; that this requirement shall
apply continuously and not be limited to normal working hours; and that
44 45 -4(f 47 48 49 50 51 57 S3 54 55 56 57 the Contractor shall defend, indemnify and hold the Owner and the Engineer
harmless from any and all lihbilityp real or alleged, in'connectionwith
the performance of work on this Project, excepting for liability arising
from the sole negligence of the Owner or the Engineer.
I .
OC _
h� I II
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X .41
NA L 4 6A AVENUE
9CA 6E A90'
ENGIIMR'S ESTIMATE OF QTJANTTTIES
1.
8 VCP SEWER
2384
LF
2.
40 VCP SEWER
1174%
LF
3.
STANDARD'MANHOLE
8
EA
4.
STANDARD CttAKoUT
+
EA
4.
ir CLASS 1150 CAST IMN PIPE
10
Ur
6.
RETOODEL EXISTING MAKHoLE
I
Elk
LATERALS
. ....... ..
T4'OMT"N '*X$--MJTLT'P- 'LOCATION
REMARKS
STA 31+25
.2 STA v 30+70
30 `STA, 29+95
4 STA. 29+25
5 $TAv 28+50
6 STA, 27+70
57
$TA. 26+35
FONTANA
TO Eft A A10
SCALE - /0- 2000'
dW
VALTO
41 1
PROJECT LOCATIO# I
TO #1AL 7V
UN MNAMNO
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