HomeMy WebLinkAbout2678-1GENERAL NOTES:
1 THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE
PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD SPECIFICATIONS,
PUBLIC WORKS DEPARTMENT, CITY OF FONTANA AND THE STANDARD SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK), LATEST EDITION.
2 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA ENGINEERING
DIVISION PRIOR TO THE START OF ANY WORK WITHIN THE CITY LIMITS. ALL
INSPECTION REQUESTS SHALL BE MADE THROUGH THE CITY OF FONTANA ENGINEERING
DIVISION AT LEAST 24 HOURS PRIOR TO THE START OF ANY WORK AT
(909) 350-6632.
3 STATIONING REFERS TO THE CENTERLINES OF STORM DRAINS AND REFERENCE
MADE TO CENTER LINE OF STREET STATIONING EXCEPT WHERE OTHERWISE NOTED
4 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND
FINISH TO ALL ADJACENT SURFACES.
5. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL
HAS BEEN PLACED, INSPECTED AND APPROVED.
6. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS.
7. LOCATION OF UNDERGROUND UTILITIES ARE SHOWN ON THE PLAN PER AVAILABLE
RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING
THE ACTUAL LOCATION AND ELEVATION IN THE FIELD. THE CONTRACTOR
SHALL CALL U.S.A. AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATING.
8. THE WALLS AND FACES OF EXCAVATIONS GREATER THAN FIVE (5) FEET IN
DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING
OF THE GROUND OR OTHER APPROVED METHODS. TRENCHES LESS THAN FIVE
(5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES
GROUND MOVEMENT MAY BE EXPECTED.
9. THE CONTRACTOR(S) SHALL ALSO OBTAIN A PERMIT TO PERFORM EXCAVATION
OR TRENCH WORK AS DESCRIBED IN NOTE 8 ABOVE FROM CAL/OSHA.
10. ALL MANHOLES SHALL BE CONSTRUCTED 6" BELOW PAVEMENT GRADE AND BROUGHT
TO FINISHED GRADE BY THE PAVING CONTRACTOR AFTER PAVEMENT IS CONSTRUCTED.
IN AREAS WHERE THERE WILL BE NO ASPHALT PAVING MANHOLES SHALL BE
CONSTRUCTED 6" ABOVE FINAL GRADES.
11. IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT OR DIKE OR CURB
AND/OR GUTTER, THE CONTRACTOR SHALL DILIGENTLY PURSUE THAT PORTION
OF THE WORK TO COMPLETION.
12. ALL STORM DRAIN INSTALLATIONS AND CONNECTIONS SHALL BE MADE PER MANUFAC-
TURER'S SUGGESTED METHOD UNLESS OTHERWISE SPECIFIED ON THE PLANS.
13. IF DURING CONSTRUCTION, GROUND WATER IS ENCOUNTERED, A SYSTEM
SPECIFIED BY THE SOILS ENGINEER AND APPROVED BY THE CITY ENGINEER
SHALL BE INSTALLED TO DEWATER SAID AREA.
14. NO BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY
INSPECTOR.
15. ALL METAL SURFACES SHALL BE GALVANIZED IN ACCORDANCE WITH THE CITY
STANDARD SPECIFICATONS UNLESS OTHERWISE SPECIFIED BY THE ENGINEER.
16. DRAWINGS OF RECORD SHALL BE PROVIDED TO THE ENGINEER BY THE CONTRACTOR.
(SEE NOTE 1B HEREON.)
17. THE CONTRACTOR SHALL NOT DISTURB OR DESTROY ANY EXISTING SURVEY MONUMENTS
OR BENCH MARKS SHOWN OR NOT SHOWN ON PLANS, OR ANY FOUND DURING CONSTRUCTION
WITHOUT PRIOR NOTIFICATION OF THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION
SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT BY A
REGESTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. REMOVAL AND REPLACEMENT
OF SUCH SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LAND SURVEYOR.
PRIOR TO REMOVAL OF ANY MONUMENTS A CALIFORNIA REGISTERED LICENSED CIVIL
ENGINEER AND LAND SURVEYOR SHALL FILE CORNER RECORDS WITH THE COUNTY
SURVEYOR'S OFFICE. THE DISTURBED OR REMOVED/DESTROYED SURVEY MONUMENT
SHALL BE REPLACED AT THE END OF CONSTRUCTION ACTIVITY BY A REGISTERED
CIVIL ENGINEER OR LAND SURVEYOR, LICENSED BY THE STATE OF CALIFORNIA.
18. ENGINEER OF RECORD SHALL BE RESPONSIBLE TO PROVIDE RECORD DRAWINGS
TO THE CITY PRIOR TO ACCEPTANCE OF THE PROJECT.
19. CONTRACTOR SHALL BE REQUIRED TO MAINTAIN TWO-WAY TRAFFIC AT ALL TIMES.
ALL TRAFFIC CONTROL SIGNS AND DEVICES SHALL BE IN PLACE TO THE
SATISFACTION OF THE CITY TRAFFIC ENGINNER PRIOR TO START OF ANY WORK
IN THE PUBLIC RIGHT OF WAY.
20. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE WORK DAY. UNLESS
SECURED BY K -RAILS OR TRENCHING PLATING TO THE SATISFACTION OF THE
CITY ENGINEER AND TRAFFIC ENGINEER.
21. CONTRACTOR SHALL BE REQUIRED TO FULFILL ALL THE NPDES PERMIT REQUIREMENTS.
22. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY CITY PUBLIC WORKS INSPECTOR
OF CITY ENGINEERS OFFICE AND ENGINEER OF RECORD IN CASE OF ANY DIS-
CREPANCY FOUND IN THE CONTRACT PLANS AND SPECIFICTIIONS. ANY DESIGN
CHANGES MUST BE APPROVED BY THE CITY ENGINEER'S OFFICE PRIOR TO ITS
CONSTRUCTION IN THE FIELD.
23. THE CONTRACTORS MUST NOTIFY ALL UTILITY COMPANIES AND ANY AGENCIES
PRIOR TO EXCAVATION IN AND AROUND THEIR FACILITIES AND WITHIN
THIER RIGHT OF WAY.
24. THE CONTRACTOR SHALL PROVIDE ACCESS TO LOCAL RESIDENTS AND EMERGENCY
SERVICE PERSONNEL AND VEHICLES AT ALL TIMES.
25. THE CONTRACTOR SHALL NOT BE ALLOWED TO STORE ANY MATERIAL/EQUIPMENT
IN THE PUBLIC RIGHT -OF -WAY WITHOUT PRIOR APPROVAL OF THE CITY ENG-
INEER/CITY TRAFFIC ENGINEER.
26. ADEQUATE SURVEY STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE
CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES.
27. SOIL STERILENT IS REQUIRED UNDER ALL AC PAVEMENT.
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES
SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS;
TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT
THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE
DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON-
SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT
SHOWN ON THESE DRAWINGS.
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS-
IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION
OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT
THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;
AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER
AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,
IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING
FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE
ENGINEER.
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT
ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.
CITY OF FONTANA UTILITY NOTIFICATION UST
CITY OF FONTANA UTILITY NOTIFICATION LIST
CITY OF FONTANA
ATTN: CARLOS NAVARRO
8353 SIERRA AVENUE
FONTANA, CA 92335
(909) 350-6632
SO. CALIFORNIA GAS COMPANY
ATTN: ALAN KESELOFF
16231 VALLEY BLVD.
FONTANA, CA 92335
(909) 335-7781
EMERGENCIES: (800) 427-2200
SO. CALIFORNIA EDISON COMPANY
ATTN: JAIME AMESZCUA
(909) 357-6581
7951 REDWOOD AVENUE
FONTANA, CA 92335
(909) 820-5598 - UNDERGROUND
(909) 820-5137 - TRANSMISSIONS
(213) 637-1233 - PIPELINES
(909) 357-6589 - DISTRIBUTION
(800) 422-4133
CRAWFORD CANYON MUTUAL WATER CO.
ATTN: BILL VANDRKIEFT, JR.
(619) 868-6040
UNDERGROUND SERVICE ALERT
(800) 226-2700
PACIFIC BELL CO.,
ATTN: VIRGINIA BECKER
3939 E. CORONADO STREET
ANAHEIM, CA 92807
(714) 666-5467
COMCAST (CABLE TV)
ATTN: JACK HAYES
1205 DUPONT AVENUE
ONTARIO, CA 91761
(909) 390-4777 X 3055
GENERAL TELEPHONE COMPANY
ATTN: STEVE HOCK
1400 E. PHILLIPS BLVD.
ONTARIO, CA 91766
(800) 422-4133
FONTANA WATER COMPANY
ATTN: AL KROHN
8440 NUEVO AVENUE
FONTANA, CA 92335
(909) 822-2201 X 323
FAX: (909) 823-5046
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THESE RECORD DRAWINGS HAVE. 7.-,,F2N PREPA`ciD 'tN
PART, ON THE BASIS OF tr=O; ;".�i'kT?-0N• GO:!+; :LEDAND
FURNISHED BY OTHERS. THE ENGINEER WILL MOT BE
RESPONSIBLE -FOR ANY.ERRORS OR OMISSIONS WHICH
. HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
A RESULT THEREOF.
INDEX MAP
E
CONSTRUCTION NOTES:
10
11
12
13
INSTALL 18' R.G.P. D -LOAD PER PLAN.
INSTALL 24' R.G.P. D -LOAD PER PLAN.
INSTALL 27' R.G.P. D -LOAD PER PLAN.
INSTALL 30' R.G.P. D -LOAD PER PLAN.
INSTALL 3G' R.C.P. D -LOAD PER PLAN.
INSTALL 42' R.G.P. D -LOAD PER PLAN.
CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD.
PLAN 331-1 DETAIL ON SHT. 9
CONSTRUCT MANHOLE PER A.P.W.A. STD. PLAN 320-0.
DETAIL ON 511T. 8
CONSTRUCT MANHOLE PER A.P.W.A. STD. PLAN 320-0.
CNO SHAFT) DETAIL ON SHT. 8
CONSTRUCT MANHOLE PER A.P.W.A. STD. PLAN 321-0.
DETAIL ON SHT. 8
CONSTRUCT MANHOLE PER A.P.W.A. STD. PLAN 321-0.
CNO SHAFT) DETAIL ON SHT. 8
CONSTRUCT MANHOLE PER A.P.W.A. STD. PLAN 322-0.
DETAIL ON SHT. 7
CONSTRUCT CURB OPENING CATCH BASIN PER A.P.W.A.
STD. PLAN 300-1. DETAIL ON SHT. 8
14 CONSTRUCT BRICK PLUG PER SAN BERNARDINO COUNTY
FLOOD CONTROL DISTRICT STD. DWG. 5.F. 17GA.
DETAIL ON SHT. 8
15 CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD.
PLAN 332-0. DETAIL ON SHT. 9.
CD/INSTALL 48' R.G.P. D -LOAD PER PLAN
17 CONSTRUCT CONCRETE COLLAR FOR R.G.P.. PER
A.P.W.A. STD. PLAN 380-1. DIAMETER PER PLAN.
DETAIL ON SHEET NO. 9.
18 CONSTRUCT TRANSITION STRUCTURE PER A.P.W.A STD.
PLAN 340-0. DETAIL ON SHT. 3.
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VICINITY MAP
NOT TO SCALE
QUANTITIES;
405 L.F.
827 L.F.
171 L.F.
111G L.F.
450 L.F.
848 L.F.
4 EA.
3 EA.
1 EA.
4 EA.
3 EA.
1 EA.
28 EA.
4 EA.
G EA.
89 L.F.
4 EA.
1 EA.
1
PLANS PREPARED FOR Lk
KAUFMAN & BROAD
ATTN: MR. MIKE PEARSON
801 CORPORATE CENTER DRIVE
SUITE 201
POMONA, CA. 91768-2641
PHONE: (909) 802-1100
FAX: (909) 802-1111
RECUrn
5-v1-01
BENCH MARK: # 615
RAILROAD SPIKE AT INTERSECTION
OF CITRUS AVE. AND LOS CEDROS
AVE., IN POWER POLE NO. 9011E
ON THE EAST SIDE OF CITRUS AVE.
ELEVATION: 1467.59
BASIS OF BEARINGS:
THE BEARING OF N89°30'06" ALONG
THE NORTH LINE OF SECTION 30
TOWNSHIP 1 NORTH RANGE 5 WEST,
UDAASTEFASISROFERINGSY WASSETHE BA
FOR THIS MAP
CITY OF FONTANA. CALIFORNIA
REVISIONS
ENGR'S
APPROVAL
DATE
CITY
APPROVAL
DATE
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
OF THE INLAND EMPIRE
10601 CHURCH STREET STE. 107
RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311
)1,1044L_ 4-1-99
.M. MADOLE R.C.E.14814 DATE
DRAWN BY:
DESIGNED:
CHECKED:
SIERRA LAKES
PHASE 1
STORM GRAIN PLANS
TITLE SHEET
SCALE:
AS SHOWN
DATE:
JOB NO.
826-1163
APPROVED
T,
DWG. NO.
97 2678
CITY ENGINEER R.C.E. 25126
N
SHEET NO. 00
1 0F9
*P*
STORM DRAIN TITLE SHT., TR. 15685 - 21 [0, 231] PF: 15685 856 18 -Mar -99 04: 16 PM / 826-1154-1
DWG . DATE: 2Q. WAtAl '99
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