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1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF
FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ('"GREEN
BOOKI. ALL REFERENCE SPECIFICATIONS AND STANDARDS SRALL BE THE
LATEST EDITION UNLESS OTHERWISE NOTED.
2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT
DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE
PROVISIONS IN THE "GREEN BOOK"
THE CONTRACTOR SHALL IMMEDIATELY
REPORT SAID CONFLICT THE CITY ENGINEER FOR RESOLUTION.
3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE
C11Y ENGINEER.
4. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT
SHALL BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS.
5. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF
FONTAM COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION
PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL
BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF
ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL
(909) 350-7610.
6. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES,
METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA
MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS
OTHERWISE DIRECTED BY THE CITY TRAMC ENGINEER.
7. ff SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN
BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT Aa
TIMES.
8. THE CONTRACTOR SRALL OBTAIN A PERMIT' TO PERFORM EXCAVATION
OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM
THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY.
9. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5)
FEET IN DEPTH SHALL BE GUARDED 13Y SHORING, SLOPING OF THE
GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS
OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA
TRENCHES LESS THAN FIVE (5) FEET' SRALL ALSO BE GUARDED WHEN
THE POTENTIAL EXISTS FOR GROUND MOVEMENT.
10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC
RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PE1?Mff FOR THAT
PURPOSE.
11. THE LOCATIONS OF U71LMES SHOWN HAVE BEEN DETERMINED FROM
AVAILABLE INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND
THE ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER
PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL
CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO
WORKING DAYS BEFORE EXCAVATION.
12. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTIL17Y
COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC,
CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER,
RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS.
ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE
PRIOR TO WORK AROUND THEIR FACILITIES.
13. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR
WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION.
CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY
FOR VALVE OPERATION AND WATER REQUIREMENTS.
14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT
WHERE OTHERWISE NOTED.
15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET' BY THE
ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO
THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
PRESERVA71ON OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING
DURING CONSTRUCTION.
16. THE CONTRACTOR SHALL NOT DISTURB EXIS71NG SURVEY MONUMENTS,
MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE
CITY ENGINEER.
17. REMOVAL AND REPLACEMENT OF EXIS77NG SURVEY CONTROL, INCLUDING
SURVEY MONUMENTS, MONUMENT 71ES AND BENCHMARKS, SHALL BE DONE
BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR.
SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS
CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY
THE ENGINEEJ? ONE WEEK PRIOR TO CONSTRUC77ON SO THAT TIES TO
MONUMENTS CAN BE ESTA13LISHED FOR LATER REPLACEMENT OF THE
MONUMENT.
18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS
AND BUSINESSES AT ALL TIMES, A MINIMUM 12 FOOT LANE SHALL BE
MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS
AND EMERGENCY VEHICLES.
19. THE CONTRACTORS SHALL PROVIDE AND MAINTAIN AN EFFECTIVE
MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES.
20. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD,
SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY
ADJACENT TO THE RIGHT OF WAY DURING CONSTRUC77ON WITHOUT PRIOR
WRITTEN APPROVAL.
21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL
OF THE CITY INSPECTOR.
22. A GEOTECHNICAL ENGINEER SHALL CER71FY ALL SACKFILL COMPACTION.
FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING
OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS
OBTAINED.
2.3. CARE SHOULD BE TAKEN TO PREVENT GRADES, DffCHES, AND SWALES
FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF T14E
SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE
SWALES ENTERING OR LEAVING IMPROVEMENTS.
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TOLL FREE 1 -ROO-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
24 . ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE,
COLOR AND FINISH TO MATCH EXISTING CONCRETE.
25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY
WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER.
26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXIS71NG
FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY
APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY
I
CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS.
27. IF COSTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE
PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
AND ALL AFFECTED AGENCIES IMMEDIATELY.
28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING
STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED.
29. ALL UNDERGROUND U71LMES SHALL BE INSTALLED, TESTED AND
APPROVED PRIOR TO PAVING OF STREETS.
30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT
PAVBqEffF PRIOR TO PLACEMENT.
31. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL
BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON
COMPLERON OF PAVING.
32. UP014 COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE
ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL
DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.
33. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO
THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO
THE CIPt ENGINEER.
34. MINfAIUM D -LOAD FOR ALL RCP IS 1350.
INDICATES CENTERLINE
INDICATES RIGHT-OF-WAY LINE
INDICATES FUTURE IMPROVEMENTS
(1300)- INDICATES FUTURE CONTOUR LINE
STREET' LIGHTS
DIRECTION OF FLOW
0 SEWER MANHOLE
HGL HYDRAULIC GRADE LINE
INT INTERIM
ULT ULTIMATE
NAP. NOT A PART
a STORM DRAJN MANHOLE
01= FIWAM UMff NOTMATM WT
CITY OF FONTANA
S.B.C. INC.
8353 SIERRk AVENUE
3939 E. CORONADO STREET
FONTANA, CA� 92335
ANAHOM, CA 92807
(909) 350-6632
(714) 666-5500
SO. CALIF. G)�S COMPANY
UNDERGROUND SERVICE ALERT
1981 W. LUGONIA AVENUE
(800) 422-4133
4
REDLANDS, Q 92374
1
(909) 335-71547
AT&T
EMERGENCIES: (800) 427-2200
22311 BROOKHURST ST SUITE 203
HUNTINGTON BEACH, CA 92646
SO. CALIF. EDISON COMPANY
(714) 963-7964
300 N. PEPOIER AVENUE
RIALTO, CA 92376
VERIZON (TELEPHONE)
820-6598 - UNDERGROUND
1400 E. PHILIPS BLVD.
11909
9091 875-6100 - TRANSMISSION
ONTARIO, CA 91766
213 637-1�233 - PIPELINES
(800) 483-4000
"909 357-6505 - DISTRIBUTION
FONTANA WATER COMPANY
TIME WARNER
CABLE
8440 NUEVO AVENUE
1500 AUTO CENTER DR
FONTANA CA 92235
ONTARIO, CA � 91761
(909) 822-2201
(909) 975-3439
FAX: (909) 823-5046
SUNESYS, LLC
1325 PICO ST #106
SPRINT
CORONA, CA � 92881
2592 DUPONT DR
(951) 278-0400
IRVINE, CA 92612
(800) 659-9698
PWATE B13MRS NOTIM TO COMACTM
I
THE EXISTENCE A, ND LOCATION OF ANY UNDERGROUND UTILITY PIPES ANDIOR 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 ANDIOR GRADE
OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAU71ONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER
LINES NOT ON RE-CORI) OR NOT SHOWN ON THESE PLANS.
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED
CONSTRUC71ON PRACTICES, HE WILL BE REQUIRED TO ASSUME
SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE
OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND
PROPER1Y. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND
NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUC77ON CONTRACTOR FURTHER
AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY
AND ALL LIABILIPI, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF
WORK ON THIS PROJECT EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE
?
OF THE DESI�N PROFESSIONAL.
"U11A)MM CHANGES AND USM
i
THE ENGINEER PREPARlIG THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE
FOR, UNAUTHORIZED CH4NGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE
PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
REV. REVISION DESCRIPTION'l DATE ENGR. CITY DATE
00,41) an
ICITY OF F(kbmd 4 ANA
TRACT N 04 4
(0")c- IJ7138 9
�rr
0FFmS1 I El STII)RM DRAIt4 III 1PROVEMENT PLANS
SHOULD CONSTRUCTION OF REQUIRED
IMPROVEkENTS NOT COMA4NCE WITHIN
TWO YEARS OF ME DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THOA INTO CONFOiMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
TIM
BASEUNE AVENU1::1.m
------
- - - - - -
TOPAZ
BA SIS OF BEARINGS. -
THE CENTERLINE OF CITRUS AVENUE, ALSO BEING THE EAST LINE OF S'ECTION 36, T. 1N.,
R.6W., S.B.M. AS SHOWN ON TRACT 16568, AS RECORDED IN fif.B. 3001,99-62.
13EING: 00000'13" E
PREPARED FOR:
MERITACE HOMES
I
1250 CORONA POINTE COURT
SUITE 2 10
CORONA, CA 92879
TEL '(951) 547-8320
FAX (951) 547-8301
ORIGINAL BENCHMARK
CITY OF FONTANA BM -361
R.R. SPIKE IN PP NO. 1536697E AT THE S"' CORNER
OF BASELINE AVENUE AND SULTANA AVENUE.
ELEVATION: 1365.01, SINCE DESTROYED
SITE BENCHMARK
SW CORNER, SEC. 31, TAN., R.5W., S.BM.-2" I.P.
_RSECTION OF
WITH BRASS CAP, C.S.M. AT THE INTE,
BASELINE AVENUE AND CITRUS AVENUE.
aEVAMIt 139102
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
8253- Sierra Avenue
Fontana, California 92335
(909) Fax (909) 356-1795
( ( -/I
agar
Ra9i;ond J. Allard, R.C.E. 36052 Date
(expires 6/30/2012)
TOP OF STRUCTURAL
PAVEMENT SUBGRADE
(WHERE APPLIES)
1: 1 SLOPE OR RATTER
OR ADEQUATE SHORING
GRANULAR BEDDING FROM SELECTED
TRENCH SIDE MATERIAL (In MAX SIZE)
GRANULAR BEDDING FROM SELECTED
TRENCH SIDE MATERIAL FOR PIPE 10
OR GREATER IN DEPTH USE 112
CRUSHED STONE BEDDING
STORM DRAIN
g 91� L�A-c�:, gwc - 1021 §L_nzi
LOS CZROS AVE
WkPlff AW
TRACT
cmim cr-- 16724
SCOTT DR --
CAN DR TRACT
N EMMS T UER M89
CHME RMD
00
00
ol
a4SaINE AVE
VICINITY MAP
NIS
N
90% COMPACTED NATIVE
BACKFILL 60 MAX SIZE
6'0 MIN.
8 MAX.
x it
C41 W
0
to
Uj
TRENCH DUAL
NOT TO SCALE
cm cm
3" MAX. SIZE
NATIVE SOIL
COMPACTED 95%
(IN PROPOSED
STREETS ONLY)
cn
PROJECT
LOCATION
NOTES:
1. TRENCH WIDTH SHALL BE CONTROLLED
TO TOP OF PIPE ZONE
2. TRENCH DEPTHS OF GREATER 'THAN 50
SHALL HAVE ADEQUATE SHORING
3. CLASS It AGGREGATE BASE ALL TRENCHES
LESS THAN 100 FEEr IN LENCT14
NOTE:
COMPACTION SHALL BE 90% IN ALL ZONES
UNLESS OTHERWISE SPECIFIED. TRENCH STABILITY
SHALL CONFORM TO CAL -OSHA REQUIREMENTS
THE QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY. THE CONTRACTORS SRALL PREPARE THEIR
OWN QUANTITIES AND Bill) A C'OMIDLETE JOB.
COMTRUCTION NOTES ESTMATE OF OUAMES
61 1 INSTALL 42" RCP (D -LOAD PER PROFILE) 1818 LF
2 INSTALL 24" RCP (D -LOAD PER PROFILE) 46 LF
3 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3012 4 EA
4 CONSTRUCT JUNCTION STRUCTURE - PIPE TO RCB PER SPPWC STD. PLAN 333-2 1 EA
5 CONSTRUCT TEMPOR4RY E -RICK AND MORTAR PLUG I EA
REMOVE AND REPLACE SIDEWALK PER CITY OF FONTANA STD. PLAN 1006 89 SF
CONSTRUCT MANHOLE PERL C17Y OF FONTANA STD. PLAN 3011 1 EA
SHEff INDEX
TITLE SHEET SHEET I
LINE "A" STA. 10+00 TO STA 22+26.27 SHEET 2
LINE "An STA. 22+26.27 TO STA. 28+55.21 SHEET 3
DETAILS SHEET 4
SS/ CITY OF FONTANA, CALIFORNIA
'1� OFF-SITE STORM DRAIN IMPROVEMENT PLAN
�3 0 DRAWN 13Y.-
io z AE TMCT NO. 17389 SCALE. AS NOTED
No. 36052 M
M DESIGNED BY: TITLE SHEET DATE:
Exp. 6/30/12 AE SEPTEMBER, 2011
.4% cl I CHECKED BY. APPRO E DRAWING NO.:
41, /
OF DATE.
DSH q� _/ -