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USCG3 0& STATION 'PACE[' 19611.900ZELY. OF
RAILROAD TRACKS AND 28@!SLY. OF CL BASELiNL
1.1 !S. ELY. OF EAST AVENIJE. SAME AS CITY 13.dt. *364
ELEVATION 1301.54'
a!- INSTALL CURS 4V7491r, STP. DE'r4tL 124A
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SANITARY SEWER
GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH TIIESF Pi.A11S AND
THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD
SPECIFICATIONS DATED 1975.
2. ` CONSTRUCTION PERMITS SIIALL, BE OBTAINED FROM THE Fotlm"A
PUBLIC WORKS DEPAR'TMRNT PRIOR TO THE START OF ANY WORK
WITHIN THE CITY LIMITS.
3. TERMINATE ALL 4" HOUSE SEWER LATERALS AT THE PROPERTY LINE
WITH A PLUG.
4. ADF;Qt1ATE STAKES SIIAL,1, BE SFT BY THR ENGIN , .R TO ENABLE Tilt
CON'T'RACTOR TO CONS'T'RUCT THE WORK TO THE PLAN GRADES,
5. ALL PIPFLINES OR SUBSTRUCTURES OF ANY KIND AND ALL
TELEPI1011E OR POLF,S, WATER METERS, VALVES, IIYDRANTS,
IRRIGATION STRUCTURES, ETC. SHOWN OR NOT SHOWN ON THIS
PLAN AND LOCATED WITHIN AREAS TO 8R IMPROVED AND
INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED BY
OTHERS. IT SHALL BE THE CONTRACTOR118 RESPONSIBILITY TWO
NOTIFY ALL AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS.
6. "AS-11111LT" PLANS SHALL BE PROVIDED TO Tilt CITY BY THE
CONTRAC'T'OR.
7. ALL, 4" HOUSE SEWER LATERALS SHALL BE INS'T'ALLED ON A 21
MIM M11N GRADE UNLESS OTHERWISE APPROVED BY THE CITY
ENGINEER.
S. SEWER CON'T'RAC'T'OR SIIALL CHISEL "X" IN THE CURS AT THE
LOCATION OF ALL LATERALS.
9. MA1111OLF, FRAHES AND COVERS TO lqr CONSTRUCTED BY THE SEWER
C0111'RACTOR 6" BFIOW FINISHED SURFACE GRADE AND UPON
C011PT,ETIOM OF PAVIIIG, THE PAVING CONTRACTOR SHALL RAISE
SAME TO FINISHED GRADE.
10. ALL STATIONING REFERS TO CENTERLINE OF SEWER.
ALL SE WE K T fE /VC H 11V6 5 r/qL Z BE DONE /N ACcotP 4Att N/ir#
OSHA S TAAIPA RP.S.
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_ WATER SYSTEM NOTaa
1. TRE ENTIRE NATER SYSTEMS SMALL CONFORM TO THE SPECIFICATIMS AND
REWI REI4EIITS OF THE CUCAMONGA COUNTY WATER DISTRICT.
2. ALL MATER MAINS SHALL BE INSTALLED WITH 30" MINIMUM COVER.
3. TU MINIMUM AND MAXIMUM STATIC NATER PRESSURE WITHIN THIS SYSTEM IS
SHM IN THE TABLE ON THIS SHEET,
4. FIRE RYDRANT R3QU1REMENTS SHALL CONFORM TO TIIE STANDARDS AND
SpECIFICATIONS OF THE CENTRAL VALLEY FIRE PROTECTION DISTRICT.
S. NATER CONTRACTOR SHALL ADJUST GATE VALVE COVERS TO GRADE AFTER
%&mw TION OF PAVING.
6. ALL 68 NATER LINES SHALL BE 12 GAGE; ALL •", 10", 12" AND 16" WATER
LINES SHALL BE 10 GAGE STEEL, CEMENT MORTAR LINED AND WRAPPED
ACCORDING TO A.W.N.A. SPECIFICATIONe C205-85 AND C203-96
RESPECTIVELY,
7. SAND =010I1tG AND SAND BACKFILL IN PIPE ZONE IS REQUIRED UNLESS
NATIV! MATERIAL IS SUITABLE AS DETERMINED BY THE DISTRICT.
•. CONTttACTOR IS RESPONSIBLE FOR SECURING FROM THE CUCA14ONGA COUNTY
WATER DISTRICT COPIES OF THE STANDARD SPECIFICATIONS FOR CORRECT
1119TALLATION OF THE PROPOSED WATER SYSTEM.
9. WATER METERS SHALL BE 1" DOMESTIC, AND 2" IRRIGATION.
10, PRESSVR: REGULATING VALVES REQUIRED FOR EACH LOT WHERE THE WATER
SYSTEM PRESSURE EXCEED SO P.S.I. (SEE NOTE #3)
11. SEPARATION BETWEEN NATER MAINS AND SANITARY SEWER LINES SHALL
CON!'ONM TO THE STATE OF CALIFORNIA ENVIRONMENTAL HEALTH CODE.
TITLE 22, SECTION 64630-C.
12, PRIOR TO THE ACTIVATION OF ANY NEWLY CONSTRUCTION WATER LINE,
TESTING AND STERILIZATION SHALL BE PERFORMED TO COMPLY WITH TIIE
PROVISIONS IN SECTION S OF CUCAMONGA COUNTY WATER DISTRICT STANDARD
SPECIFICATIONS.
13. ANY CONTRACTOR PERFORMING WORK ON ANY PROJECT SHALL FAMILIARIZE
HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY
DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM
HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE.SHOWN ON THESE
PLANS.
UTILITY NOTES:
14•
CONTRACTOR SHALL RETURN A LEGIBLE AND CLEAN SET OF "AS -BUILT"
22. WATERLINE CONTRACTOR WILL TACK WELD ALL JOINTS 80# FROM END OF
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DRAWINGS TO THE CUCAMONGA COUNTY WATER DISTRICT.
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15.
ANY CHANGES IN WATER LINE DEPTH 09 CHANGES CONCERNING CONSTRUCTION
' WATER: CUCAMONGA COUNTY WATER DISTRICT
'E"P�IYATE
SHALL M REPORTED TO THE CUCAMONGA COUNTY WATER DISTRICT.
9461 SAN BERNARDINO ROAD
16.
CONTRACTOR SHALL NOTIFY THE CUCAMONGA COUNTY WATER DISTRICT AT
CUCAMONGA,-CA 91730
LEAST 49 -HOURS PRIOR TO START OF CONSTRUCTION.
(714) 987-2591
17.
APPROVAL OF THIS PLAN BY THE CUCAMONGA COUNTY WATER DISTRICT DOES
THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL
NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OR THE EXISTENCE OF
SEWER: CITY Of FONTANA
LINE: ON STRUCTURES NOT SHOWN ON THESE PLAITS, AND IS RESPONSIBLE FOR
ANY UNDERGROUND FACILITY.
8353 SIERRA AVENUE
19.
A PERMIT WILL BE REQUIRED FROM THE CITY OF FONTANA ROAD DEPARTMENT
FONTANA, CA 92335
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY
PRIOR TO ANY CONSTRUCTION WITHIN STREET RIGHT-OF-WAY.
(714) 350-7640
19.
STATIONING SHOWN ON WATER SYSTEMS IS BASED ON ROAD CENTERLINE
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CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT• INCLUDING
DISTANCES AND STATIONING.
POWER: SOUTHERN CALIFORNIA RDI9ON COMPANY
20.
LANDSCAPE SYSTEM SHALL HAVE AN APPROVED REDUCED PRESSURE PRINCIPLE
P.O. BOX 788
AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND
INSTALLED AS THE MIN. BACK FLOW REQUIREMENT. PIPING AND BACK FLOW
300 N. PEPPER STREET
PLANS MUST AB IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.ABII'`I•
PREVENTION DEVICE FROM METER AND BOX WILL BE CONSTRUCTED UNDER
RIALTO, CA 92376
SEPARATE CONTRACT.
MR. DATE JON=
21.
WATER CONTRACTOR SHALL BE RESPONSIBLE FOR SETTING DISTRICT
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FURNISHED METER BOXES PRIOR TO INSTALLATION OF METERS.
_
22. WATERLINE CONTRACTOR WILL TACK WELD ALL JOINTS 80# FROM END OF
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LINE• ON ALL CURVES, AND AT ALL ANLGE POINTS --PER CCWD STD.
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DUG, 110. 9.
'E"P�IYATE
ENGI NAM • S W ar r CE TO CONTRACTOR
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TIm EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES
SHOWN IN THESE PLAITS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS AND
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TO TM BEST OF OUR KNOWLEDGE, THERE ARE NOT EXISTING UTILITIES EXCEPT
THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL
PRECAUTIONARY N ASURSS TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER
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LINE: ON STRUCTURES NOT SHOWN ON THESE PLAITS, AND IS RESPONSIBLE FOR
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Tu p'M4TiC'PION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES.
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY
ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE
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REQUIRED TO ASSUME SOLE AND'COMPLETE RESPONSIBILITY FOR JOB SITE
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CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT• INCLUDING
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SAFETY OF ALL PERSONS AND PROPMMI THAT THIS REQUIREMENT SHALL, BE
MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS,
CAUTION: THE ENGINEER PREPARING THEM PLANS WILL NOT BE RESPONSIBLE FOR, OR
AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND
LIABL9. FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE
HOLD DESIGN PROFESSIONAL AND OWNER HARMLESS FROM ANY AND ALL
PLANS MUST AB IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.ABII'`I•
Rte=' OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK
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THE CONTRACTOR SHALL BE RESPONIIDLE TO REPORT 023CREP1►NCIE8 IN PLANS
ANP/OR FIELD CONDITIONS I141EDIATELY TO THE DESIGN ENGINEER FOR
RESOI/I1TIOlf P1tI0R TO C00STRUCT20N1, AND -SHALL BE RESPONSIBLE FOR
DISCRSH11NC2E! NOT 80 REPORTED AND RESOLVED.
CONSTRUCTION NOTES 6 QUANTITIES
SEWER (CITY OF FONTANA STANDARDS)
0 1k AM P
II CONST. 6" VCP EXTRA STRENGTH SEWER LATERAL
I�--- CONST. 44" PRECAST COMC.MANHOLE PER 3TD.DETAILS 109 S 112
13 CONST. STD. 6" CLEANOUT PER STD. DETAIL 128
DRAINAGE (FOR IRRIGATION NUISANCE WATER)
(R__INSTALL 4' ACP, CLASS 130
21 INSTALL to ACP. CLASS 130
22 I N3TALL TYPE "L"ADAPTOR PEA STD. PETAiL 144A
23 INSTALL KMItKSET DRAIN BOX, SERIES DS Isis WITH
ALM. FDRY . A201 O 6. 1 . PARKWAY GRATE AV arrA& AVL 4
INSTILL L1P✓*CWG L'aWrAlW It &/A!P" REA aelx& av L - t
25 iNs rA1 L 10'' AC p, C1.40 /So
t xs mi. L /2' A Grl Cz A SS /So
INSTALL (r ' ACo1 CLASS 150
5 EA 28 INS T,411. 22 % * jr 3M " REC 7W ec [AR r/pr, pEx Srp pEncl- 1z*A
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WATER (CUCAMONGA COUNTY WATER DISTRICTS STANDARDS) Z
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34 aINSTALL 'Y'' a�«' -STEEL ���f -- 330 LF �
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PER L/P/D STDS. • DWOS.
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