HomeMy WebLinkAbout1512-1GENERAL NOTES
1. SEWER MANHOLES SHALL BE CONSTRUCTED TO 6" BELOW FINISHED
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 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 PT'k.NS .
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. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF
FONTANA PUBLIC WORKS DEPARTMENT PRIOR TC 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."
7. THE SEWER CONTRACTOR SHALL VERIFY IN THE FIELD THE
ELEVATION OF EXISTING FLOWLINE OF SEWER LOCATED IN LIVE
OAK AVENUE. THE SEWER CONTRACTOR SHALL NOTIFY THE
ENGINEER OF ANY DISCREPANCY BEFORE BEGINNING
CONSTRUCTION OF UPSTREAM SEWERS.
UTILITY NOTIFICATIONS
WATER:
SAN GABRIEL VALLEY WATER COMPANY
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11142 GARVEY AVENUE
H/GNB AND Igl/eit/UE
EL MONTE, CA 91734
(213) 448-'6183
SEWER:
CITY OF FONTANA
8353 SIERRA AVENUE
FONTANA, CA 92335
(7 14) 350-7640
POWER:
SOUTHERN CALIFORNIA EDISON COMPANY
P.O. BOX 788
J
300 N. PEPPER STREET
RIALTO, CA 92376
MR. DAVE JONES
(714) 820-5191
GAS:
SOUTHERN CALIFORNIA GAS COMPANY
16231 VALLEY BLVD.
FONTANA, CA 92335
MR. LOU WESTFALL
(714) 889-9711
SOUTHERN CALIFORNIA GAS COMPANY
TRANSMISSION DIVISION
2191 E. BIRCH STREET
SITE:
BREA, CA 92621
(7 14) 529-2889
TELEPHONE:
GENERAL TELEPHONE
9000 HELLMAN AVENUE
RANCHO CUCAMONGA, CA 91730
(7 14) 945-3562
PACIFIC BELL
3939 E. CORONADO STREET
ANAHEIM, CA 92807
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(7 14) 999-5639
PRIVATE ENGINEER'_S NOTICE TO CONTRACTOR
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES
OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH
OF THE AVAILABLE RECORDS. 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 PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN
AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE
PLANS.
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH
GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION
CONTRACTOR WILL BE REQUIRED TO ASSUME 'SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF.
CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS
AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND
CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY
AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND- ALL
LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY
ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL.
SEWER IMPROVEMENT
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TRACT 13325-2
PHASE 2
TRACT !3325-1
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No. 41817 M
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'•4Ilk CIVIL �%I
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PLANS
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TYPICAL BEDDINA FDR VCP S E W E R
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6ELELTED NATIVE SDIL
I" MAX. AYIZE LOMMTEV :2
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TYPICAL PEDPINA FDR V4P SEWER
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�orrs >!�c//��ndcrs on.
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Spacial Conotractim - Construct 8" C - I. P. with mechanical joints or 80 V.C.P.
with special concret& encasement per details about or 811 V.C.P. grouted
in continuos steel casing. Length shall be 5' clear each way from water nein.
Special construction will be necessary where odnitery sewer ramp or laterals
have lass than It" of clearance ktween the bottom of the water resin end
the top of the sewer.
Spacial construction will be nectssary where the clearance between the bottom+
of a storm drain and the top of the sewer mein is bete" 62 ar�d le"
This condition is not antwipatad on thh project.
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VICINITY MAP-
N.T.S.
CONSTRUCTION NOTES AND ESTIMATED QUANTITIES"
ITEM QUANTITY
lO. REMOVE PLUG AND JOIN EXISTING . . . . . . . . .... . .. . . 3 EA.
0 CONSTRUCT 8" EXTRA STRENGTH V.C.P. SEWER MAIN.._......... 24 3 $ I,.F
UCONSTRUCT 4" EXTRA STRENGTH V.C.P. SEWER LATERAL HOUSE
CLEANOUT PER CITY OF FONTANA STD. DETAIL 125 AND 125A...... *2% (oG L.F
4O. CONSTRUCT STANDARD PRE -CAST MANHOLE PER CITY OF FONTANA
STD. DETAIL 112 ... 12 EA,
OCONSTRUCT SEWER TERMINAL CLEANOUT PER CITY OF FONTANA
STD. DETAIL 128 ....................ODEA.
6O. CONSTRUCT SEWER MAIN CONCRETE ENCASEMENT PER DETAIL. 6N
SHT. I ........... .PJ I.. f.
CONSTRUCT 8" PLUG _ , .. 2 EQ
* 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 AI?VISE OWNER AND ENGINEER OF
ANY APPARENT DISCREPANCIES IN ESTIMATES.
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