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1. . 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
%O
BOOK"). ALI. REFERENCE SPECIFICATIONS MID STANDARDS SHALL BE THE
LATEST ED177ON 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 NGREEN BOOK" ' THE CONTRACTOR SHALL IMMEDIATELY
REPORT SAID CONFLICT THE CITY ENGINEER FOR RESOLUTION.
3. ALL MATERIALS AND METHODS ARE SUBJECT TO T14E APPROVAL OF THE
CITY ENGINEER. . 1
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 C17Y OF
FONTANA 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 TR4fT1C CONTROLS, LATEST NON—METRIC EDITION UNLESS
OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.
7. IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO MAINTAIN
BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DE14CES AT ALL
TIMES.
8. THE CONTRACTOR SHALL 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 BY SHORING, SLOPING OF THE
VED MEANS PURSUANT TO THE REQUIREMENTS
OF THE DAIISION 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 I
10. NO 44ATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC
RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT
PURPOS.E.
11. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM
-NOVLABLE 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 SHAII COORDINATE CONSTRUC77ON WITH ALL UTILITY
COMPANIES )INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC,
CABLE TELRIISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMES77C 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 OPERA77ON AND WATER REQUIREMENTS,
14. STATIONING REISS TO THE CENTERLINE OF STORM DRAIN EXCEPT
WHERE OTHERWISE NOTED.
15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE
E
ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO
THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
0
� RESERVATION OF BENCHMARKS AND CONSTRUC71ON CONTROL STAKING
DURING CONSTRUCTIJON.
16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS,
MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE
("ITY ENGINEER.
.
E NTROL, INCLUDING
SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, SHALL BE DONE
ERY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR.
SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS
O REPLACED. THE CONTRACTOR SHALL N07IFY
��
'
RIOR TO CONSTRUC71ON SO THAT TIES TO
MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE
MONUMENT.
-
I 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAI RESIDENTS
�
I ,-%'D BUSINESSES, AT ALL TIMES, A MINIMUM 12 FOOT LANE SHALL BE
; JUNTAINED AT ALL TIMES IN H E CONSTRUCTION AREA FOR RESIDENTS
�
! AND EMERGENCY VEHICLES.
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� 19. THE CONTRACTORS SHALL PROVIDE AND MAINTAIN AN EFFECTIVE
i MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES.
.20. THE CONTRACTOR SH/LL NOT CAUSE ANY EXCAVATED MATERIAL., MUD,
SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY
ADdACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR
WRITTEN APPROVAL.
.
21. NO TRENCH 13ACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL
OF THE CITY INSPECTOR.
22. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKALL COMPACTION.
'_
FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE—WORKING
OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS
OBTAINED,
23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES
FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE
SiTE� THE CITY ENGINEER MAY REQUIRE TEMPORARY NON—ERODEABLE
SWALES ENTERING OR LEAVING IMPROVEMENTS.
I
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II ''I'll,
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A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
A I k,6c J/,�w rz:::L4_1V_14/6;_
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, RIE CONTRACTOR SHALL EXPOSE EXISTING
FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY
APPROVAL OF CONNECTIONS TO EXIS71NG FACILITIES DOES NOT IMPLY
CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS.
27. IF EXISTING 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 UN71L THE FORMS AND REINFORCING
STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED.
1
29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND
APPROVED PRIOR TO PAVING OF STREETS.
30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT
PAVEMENT PRIOR TO PLACEMENT.
31. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL
BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON
COMPLE77ON OF PAVING.
NSTRUCTION., CONTRACTOR SHALL RESTORE
ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL
DEVICES TO THE SA77SFACTION 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 CITY ENGINEER.
34. MINIMUM O—LOAO FOR ALL RCP IS 1350.
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CITY OF FONTANA .
S.B.C. INC.
ATTN: BRIAN WREN
3939 E CORONADO STREET
8353 SIERRA AVENUE
ANAHEIM, CA 92807
FONTANA, CA 92335
(714) 666-5500
(909) 350-6632
UNDERGROUND SERVICE ALERT
SO. CALIF. GAS COMPANY
(800) 422-4133
1981 W. LUGONIA AVENUE
REDLANDS, CA 92374
COMCAST ( CABLE TV )
(909) 335-7547
1205 DUPONT AVE
EMERGENCIES: (800) 427-2200
ONTARIO, CA 91761
(909) 390-4738
SO. CALIF. EDISON COMPANY
300 N. PEPPER AVENUE
VERIZON
RIALTO, CA 92376
1400 E PHILIPS BLVD.
(909) 820-5598 - UNDERGROUND
ONTARIO, CA 91766
909) 875-5100 - TRANSMISSION
(800) 422-4133
213) 637-1233 - PIPELINES
909) 357-6505 - DISTRIBUTION
800) 422-4133 .
FONTANA WATER COMPANY
ATTN: MICHAEL J. McGRAW
8440 NUEVO AVENUE
ADELPHIA
FONTANA CA 92235
1500 S. AUTO CENTER DRIVE
(909) 822-2201
ONTARIO, CA 91761
FAX: (909) 823-5046
(714) 666-5500
CRAWFORD CANYON MUTUAL WATER CO.
ATTN: BASIL J. FABRIZIO
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SCALE 1`_80` . I
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTIUTY PIPES AND/OR STRUCTURES
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILA13LE RECORDS.
THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR,
SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT ANDIOR GRADE
LOF 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.
.
CONSTRUC77ON CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED
CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME
NSIBILITY FOR JOB SITE COND17IONS DURING THE COURSE
OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND
PROPERTY. 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 LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF
WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE
OF THE DESIGN PROFESSIONAL.
UNAPIQUE—D CHAMES AND USES
THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE
FOR, UNAUTHORIZED CHANCES TO OR USES OF THESE PLANS. ALL CHANGES TO THE
PLANS MUST BE IN WRMNG AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
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____ - -- INDICATES CENTERLINE PAVEMENT SU13GRADE THE QUANT171ES SHOWN HEREON ARE ESTIMATES ONLY. THE CONTRACTORS SHALL PREPARE THEIR
�_-- INDICATES RIGHT-OF-WAY LINE I � OWN QUAN77TIES AND BID A COMPLETE JOB. I
- - - - INDICATES FUTURE IMPROVEMENTS I a I
. �. C4 ES17MA"""m OF01 1A ffnES
I %_ I CONSTRUC77ON NOTES It wr_%
--0-300— INDICATES FUTURE CONTOUR LINE � . I.,., 3 * MAX. SIZE � - - �
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90% COMPACTED NATIVE 1,1: � .:_ NATIVE SOIL
1,Ll— STREET LIGHTS * 1.
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SACKFILL 6" MAX SIZE ... � "., COMPACTED 957a 1 INSTALL 36* RCP (D -LOAD PER PROFILE) 461
-mm*wmw DIRECTION OF FLOW 1:1 SLOPE OR FIATTER � I L.F.
. I � * - RCP (D -LOAD PER PROFILE) i
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0 SEWER MANHOLE OR ADEQUATE SHORING . I . �.. 6 MIN. - I . 2 INSTALL 30 � 63 L.F.
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HGL HYDRAULIC GRADE LINE . . 8 * MAX. . I . � 3 INSTALL 24" RCP (D -LOAD PER PROFILE) . - 80 L.F.
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INT INTERIM I .. �
GRANULAR BEDDING FROM SELECTED .. I . 11 . __ 4 . CONSTRUCT MANHOLE PER CITY STD. PLAN NO. 3012 3 Ek
ULT UL71MATE . TRENCH SIDE MATERIAL.(I*# MAX SIZE) I � , I � I I 5 CONSTRUCT TRANSIIION STRUCTURE PER CITY STD. PLAN, NO. 3026 1
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N.A.P. NOT A PART _1_--�1_1_-___ --I--- . I . I I I EA.
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� . 11.1. 11.�,; 1: 11 � ` .111; I" , I I REMOVE CMP RISER . EA.
a STORM DRAIN MANHOLE .. � .1 - . . I... I * (D— I I
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CL CENTER LINE GRANULAR BEDDING FROM SELECTED -z 11.- I I � -;1. .... �, I I �;, 1 C4 ui
I :�,�,,��, I " 1.11 �� V- - - -_
. .1 �- ,� :1. , -Z INSTALL KATCHALL - AM CURB INLET FILTRATION DEVICE PER DETAIL ON SHEET 2
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0 .... _� I%-: :., �%,, ". � , t (f�_
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TRENCH SIDE MATERIAL FOR PIPE 1 0 1 �1 . � I . - a
CB CATCH BASIN . 1.;�', - ': I I
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OR GREATER IN DEPTH USE 112 ,� _�::_, -1
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BC BEGIN CURVE � # . 1.7, � i� �
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EC END CURVE -7 li�l � �, SHEff [ND -
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RIW RIGHT-OF-WAY I . � I . .I- ',I I I 1. TRENCH WIDTH SHALL BE CONTROLLED . I
.111,:i, I I TO TOP OF PIPE ZONE . TITLE SHEET
. . 1111 : � " -, .�, � , � . ,�11 SHEET I
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I I :�. � 1. . � . . - LINE W', LATERALS "A -I* *A-2 * AND *A-3 0
1 1 1 .,:. � � � . #
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. . I Z i 7 2. TRENCH DEPTHS OF GREATER. THAN 5 p I . SHEET 2
1 �m
STORM DRAIN 5i 0 _j SHALL HAVE ADEQUATE SHORING .
a d d � I I . - � � I
ca cn 3. CLASS /I AGGREGATE BASE ALL. TRENCHES I I I .
LESS THAN I 00 FEEr IN LENGTH . � � It
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NOTE: __ 0 - V .1
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BASIS OF BEARINGS . U \_ .L.2 No. 20
COMPACTION SHALL BE 90% IN ALL ZONES . Elm 6-30,M Ko -
TRENCH DETAIL. . * �_ . *
N THE CENTERLINE OF WALNUT AVENUE � UNLESS OTHERWISE SPECIFIED. TRENCH STABILffY I .
BEING NORTH 89*58'16" WEST AS SHOWN ON TRACT 16572, RECORDED IN NOT'T0 SCALE - SHALL CONFORM TO CAL -OSHA REQUIREMENTS I c
I
, PAGE 38-44 ARDINO COUNTY. - I . . OF GAL%�
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1. - ,,iilllllll I
,� . � Prepcued By: I I
ORIGINAL BENCHMARK . . I 00011111111111 I
I I I . 111111 -ss CITY OF FONTANA CALIFORNIA
- . t" 1 11
PREPARED FOR: Cff OF FONTANA BM -361 r I 14GINEERING - 1 H,4 4
V :). r
R.R. SPIKE IN PP NO. 1536697E AT THE SW CORNER I - . ��
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OF BASELINE AVENUE AND SULTANA AVENUE. ,,�.11 I UrV rr r r . STORM DRAIN IMPROVEMENT PLANS
"I ... - � r
YH COUS " C ,� � Civil Engineering - L .and S eying - Land Planning r-� IV -p ,
ELEVATION: 1365.01, SINCE DESTROYED . � � .. 8253 Sierra r Avenue co . DRAWN BY. .
. . . r Fontana, Calibmia 92335 0 No. 43976 1 .AE TRA f7W4 r , SCALE.
� uj . CT NO. AS NOTED
CALIFORNIA 91730 %'NE BENCHMARK 1%11 \ \ M09) 356 1815 Fax (9 ) 35 -1795 c(_ . Exp. 6/30/07 DESIGNED BY. I . I'.-- I-- - - � I - DATE:
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%, ML r .. ....... .. - --) . SHEET
I . . ....... . . � ...� - ------- I- - .� r I r r . SEPTEMBER, 2006
_ .
- . - ;T -
�. z C) .0 I \ - I �_ I I
FAX (909) 291 WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF 1"'I * / 1
(909) 291-7600 SW CORNER, SEC. 31, T.1N., R.5W., S.BM.-2- I.P. � =
-7630 � . 4 �z � r cjvl�. r CHECKED BY. __ A BY& . I
. - . f DRAWING NO.
13ASELINE AVENUE AND CITRUS AVENUE. r Da-vid S. Hammer, R.C.E. 43976 � ' Dat4 � 4610 C Qf r r r r � I �____o :�� 1
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- --- . - I B.L-VATM _ I (expires 6/330/2007) 1 r � L I �f �J� ml 9:1� . r , " el-4� /-'/-7-07 4205
� - - � . � CITY ENGINEER - R. C. E 51152 1 1 2
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