HomeMy WebLinkAbout1561-1GENERAL NOTES
1 SEWER MANHOLES SHALL BE CONSTRUCTED TO 6" BELOW FINISHED SEWER IMPROVEMENT PLANS
PAVEMENT GRADE AND ARE TO BE RAISED TO GRADE BY THE PAVING
CONTRACTOR AFTER THE PLACING OF FINAL PAVEMENT.
2 SEWER AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE
WITH THESE PLANS AND THE STANDARD SPECIFICATIONS AND 13325=3 STANDARD DRAWINGS OF THE CITY OF FONTANA, DATED 1975.
3 THE SEWER CONTRACTOR SHALL PROVIDE THE CITY OF FONTANA
PUBLIC WORKS DEPARTMENT WITH AS -BUILT PLANS.
4 THE SEWER CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR
LOCATING AND PROTECTING FROM DAMAGE, ALL EXISTING
UNDERGROUND UTILITIES AND STRUCTURES, SHOWN OR NOT SHOWN ON
THESE PLANS.
5 CONSTRUCTTON PERMITS SHALL BE OBTAINED FROM THE CITY OF
FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO ANY WORK ON THE
PROJECT
6 ALL SEWER WORK SHALL BE SUBJECT TO THE REQUIREMENTS OF THE
STATE OF CALIFORNIA PUBLIC HEALTH DEPARTMENT MEMO TITLED
"SEPARATION OF SEWER AND WATER MAINS." J
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7 THE SEWER CONTRACTOR SHALL VERIFY IN THE FIELD THE — — —I
ELEVA'T'ION OF EXISTING FLOWLINE OF SEWER LOCATED IN BEGONIA
DRIVE. THE SEWER CONTRACTOR SHALL NOTIFY THE ENGINEER OF
ANY DISCREPANCY BEFORE BEGINNING CONSTRUCTION OF UPSTREAM
SEWERS.
8 ALL SEWER BEDDING SHALL BE CONSTRUCTED IN ACCORDANCE WITH Ij I I T R A C T I 1133 2 5-11 1 1
THE TYPICAL BEDDING DETAILS SHOWN ON SHEET 1. X
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UTILITY NOTIFICATIONS \ — _ — I 76 o G8 6 ! 56 49 44 37 I 3 3
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WATER: SAN GABRIEL VALLEY WATER COMPANY 77 67 62 50 43 38
86 81�31 32
11142 GARVEY AVENUE i \ 1 1 55
EL MONTE, CA 91734 k �' � � \ 1 � � 93 UOJ $2 8 Ip � 31 � I
(2 13) 448-6183 . �\ _� I _ — 65 4 7 5 66 (0 54 51 42 39 Q r---
SEWER: CITY OF FONTANA ` I i194
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8353 STERRA AVENUE \ �\ I� ��' v $4 83 Q e 79 � r'O5 64 53 52 41 40 \ I
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FONTANA , CA 92335 - '\ o \ � _ �
(714) 350-7640 \��1 --- --- _ B E Cr 0 N /A ,O R_/ V E 29 V I
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POWER: SOUTHERN CALIFORNIA EDISON COMPANY t 2
P.O, BOX 788 2 2 z 3 3 3 28 �0 I 33 5 4
300 N. PEPPER STREET I I r 2 3 4 5 G 7 8 9 10 II 12 13 14 15 16 17 18 19 1z 21 22 23 24 25 2G 27 r ---
RIALTO, CA 92376
MR. DAVE JONES T x---
(714) 820-5191 - —
(0:1
INDICATES MANMOLE NUMBER I
GAS: SOUTHERN CALIFORNIA GAS COMPANY c
16431 VALLEY BLVD. _ _ —Irn INDEX MAP 1NDICATES SHEET NUM5ER
I
FONTANA, AC 92335 I
MR. LOU WESTFALL — — 4
I" 15 0' l
(714) 889-5711 — -
SOUTHERN CALIFORNIA GAS COMPANY .
TRANSMISSION DIVISION
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2191 E. BIRCH STREET
BREA , CA 92621 CfA04 Q0'9Cn74VC Or"
(714) 529-•2889
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9000 HELLMAN AVENUE ,, ` W
RANCHO CUCAMONGA, CA 91730-�-
(714) 999-5639 f• ,
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VICINITY MAP_
N.TS.
CONSTRUCTION NOTES AND ESTIMATED QUANTITIES*
ITEM
OCONSTRUCT 8" EXTRA STRENGTH V.C.P. SEWER MAIN
OCONSTRUCT 4" EXTRA STRENGTH V.C.P. SEWER LATERAL
HOUSE CLEANOUT PER CITY OF FONTANA STD. DETAIL
125 AND 125A
3O CONSTRUCT STANDARD PRE -CAST MANHOLE ?ER CITY OF
FONTANA STD. DETAIL 112
OCONSTRUCT SEWER TERMINAL CLEANOUT PER CITY OF
FONTANA STD. DETAIL 128
OCONSTRUCT SEWER MAIN CONCRETE ENCASEMENT PER
DETAIL ON SHT. 1
O REMOVE PLUG AND JOIN EY15TI.R6,
CONSTRUCT TERMINAL MANHOLE PER CITY DF FONTANA STD.
DET. 114 CASE VI.
QUANTITY
3,35 a LF
2.386 LF
9 EA
— EA
I
-- LF
I EA
EA
* NOTE
QUANTITIES SHOWN ARE FOR PERMIT PURPOSES ONLY. CONTRACTOR
SHALL BE RESPONSIBLE FOR HIS OWN ESTIMATE FOR BIDDING AND
SHALL BID A COMPLETE JOB. CONTRACTOR SHALL ALSO ADVISE OWNER
AND ENGINEER OF ANY APPARENT DISCREPANCIES IN ESTIMATES.
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5pecial Condtruction - ConstrUet 8'1 C.I.P. with rneehan;cal join,;3 or 81 Y.C.P.
with Special concrete. encasement per details dbove or 81' Y.Z.P. grouted
Construction contractor agrees that in accordance with generally accepted con—
struction practices, construction contractor will be required to assume sole and
complete responsibility for job site conditions during the course of construction California Council
of the project, Including safety of all persons and property, that this require—
meet shall be made to apply continuous) and not be limited to normal working of Civil Engineers
PP Y Y 9
hours, and construction contractor further agrees to defend, indemnify and hold & Land Surveyors
design professional harmless from any and all liability, real or alleged, In con -
vection with the performance of work on this project, excepting liability arising
from the sole negligence of design professional.
PRIVATE ENGINEERS NOTICE TO CONTRACTOR
THE EXISTENCE AND LOCATION OF -ANY UNDERGROUND UTILITY PIPES OR STRUCTURES
in continuous steel casing. Length shall be 5' clear each- way from water min.
Special constrUction will be necessary whcrr, sanitary sewigr mins or lattrais
have less than 12 of clearance between tht bottorn of the. water main, and
the top of the xwtr•.
5p.tcial Construction *ii'be necessary where the clearance between tiht bottor•l
of 4 storrn _drain and the top ry� the aewtr r min io betten 611 and 18
This conditan is not antieipate-gl on thi'a project.
.6ELELTED NATIVE 'WL
I" MAX. '7IZE LbMMTE17 N
TO '10 /. �- -'
PI re o
1/4' TD 75/4n
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ROCK BEPPIN14 •. �':;;.-:.;.,
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SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.
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DR PEE PER
THESE LOCATIONS_ ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR,
SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE
OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRE—
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8"V C. P E N C A 5 E M E N T D E T A I L S
T.
CAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES
NOT ON RECORD OR NOT SHOWN ON THESE PLANS.
N • T $•
CITY OF FCALIFORNIA
PUBLIC WORKS DEPARTIVIENT';,
S01 L ENGINEER
MILL 8e. ASSOC.
9624 HERMOSA AVENUE
RANCHO CUCAMONGA, CA 97130
(714) 989--1 751
A DEVELOPMENT BY
CITATION BUILDERS
7731 IRVINE BLVD., SUITE 201
TUSTIN, CA 92680
REVISIONS: �
PREPARED BY:
THOMAS E. BRAUN
DATE: ��REGISTRATION
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REGISTERED CIVIL ENGINEER NO. 41817
EXPIRES 3/31/82
THE ' PLdNNING
• CML
��aRICHARD
KEITH • �D�,
LAND
� coNs��,cTl NTNG
COMPANIES y,(NACBy�NT'
zoo Baker street, Gi�sta Mesa, CA 9z6z6(7i4)540-0800
DRAWN BY:
b. M,
SEWER IMPROVEMENT PLANS
TRACT N0. 13325--3
TITLE SHEET
DATE: %I•:.
NO. DESCRIPTION DATE ENG.AP. APPROVED DATE
`O
OF SH ETS
� PROVIDE"RECORD DRQV111NG"IIYFDRMATION 424/14%9
DESIGNED BY:
g M.
SCALE:
BENCHMARK:
of FONTANA BENCHMARK NO.
378, CIRCUIT N0. 67-5, 30d NAIL
IN P.P. (NO #) SW COR. BEECH
& FOOTHILL.
ELEV. 1267.84 DATE 9/97
CHECKED BY.
E.C. /Y. P.
W.O.
APPROVED: Fwt"'� �
c-Wvfl— ENGINEER R.C.E. 4a1bG4
FILE NO.
i5L[
DATE: MAY 1988
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