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SCALE: 1 " = 100'
CITY OF FONTANA
8353 SIERRA AVENUE
FONTANA, CA 92335
(909) 350-6632
SO. CALIFORNIA GAS COMPANY
ATTN: GREG GASPAR
16231 VALLEY BLVD.
FONTANA, CA. 92335
(909) 428-8411
EMERGENCIES: (800) 427-2200
SO. CALIFORNIA EDISON COMPANY
7951 REDWOOD AVE.
FONTANA, CA. 92335
(909) 820-5598 - UNDERGROUND
(909) 875-5100 - TRANSMISSIONS
(213) 637-1233 - PIPELINES
(909) 357-6233 - DISTRIBUTION
CRAWFORD CANYON MUTUAL WATER CO.
ATTN: BASIL J. FABRIZIO
(909) 463-9580
UNDERGROUND SERVICE ALERT
(800) 422-4133
PACIFIC BELL CO.
ATTN: NORMA GUILLOT
1265 N. VAN BUREN STREET
SUITE 180
ANAHEIM, CA 92807
(714) 666-5401
COMCAST (CABLE TV)
ATTN: JACK HAYES 1205
DUPONT AVENUE ONTARIO, CA.
91761
(909) 390-4738
VERIZON
ATTN: STEVE HOCK
1400 E. PHILLIPS BLVD.
POMONA, CA. 91766
(909) 469-6327
FONTANA WATER
COMPANY ATTN: MICHAEL
J. McGRAW 8440 NUEVO
AVENUE FONTANA, CA
92335 (909) 822-2201 FAX:
(909) 823-5046
WEST SAN BERNARDINO WATER CO.
ATTN: LON TSAI
855 W. BASELINE ROAD
RIALTO, CA 92377
.5'
CITY OF FONTANA
15335 VALLEY BLVD., FONTANA
CONSTRUCTION NOTES
QUANTITY
1
O
O
1 .F.
CITY TD. 401 329 S
COMPACTED NATIVE PER C S
A. .OVER 12 MIN. OF 95 /o CO
INSTALL MIN. 6 5 C ( )
4
5 TON AC
S
O2
SAWCUT EXISTING PAVEMENT
451 LF
3
INSTALL SIDEWALK PER CITY S ,:1006 - MOD O TO CURB ADJACENT
2,130 SF
O
REMOVE EXISTING A.C. PAVEMENT
955 SF
O5
INSTALL MODIFIED 10' RADIUS COMMERCIAL DRIVEWAY APPROACH PER CITY STD. 1002 (W=AS SHOWN)
1,610 SF
REMOVE EXISTING CURB & GUTTER
37 LF
O7
REMOVE EXISTING DRIVEWAY APPROACH
800 SF
O
REMOVE EXISTING PCC SIDEWALK
1,186 SF
O
INSTALL NEW CURB AND GUTTER 8" (MATCH EXISTING) PER CITY STD. 1000
211 LF
10
RELOCATE EXISTING UTILITES OR ABANDON IF NOT NEEDED AS NECESSARY
VARIOUS
11
INSTALL 90 WATT LED STANDARD STREET LIGHT PER CITY STD. 404
3 EA
12
CONSTRUCT 6' WIDE PARKWAY DRAIN FROM INFILTRATION BASIN PER SWPPC STD. 151-2 TYPE 2 PER SEE SHEET 2 OF PLANS
55 LF
13
CONSTRUCT 6" P.V.C. PIPE LOW FLOW BYPASS FOR INFILTRATION BASIN
72 LF
14
PROVIDE STREET LIGHT - 8 FT. MAST ON EXISTING POWER POLE (90 W LED)
1 EA
* ESTIMATE IS FOR FEE PURPOSES ONLY. CONTRACTOR RESPONSIBLE FOR OWN QUANTITIES.
** PRELIMINARY SECTION. FINAL SECTION TO BE DETERMINED BY THE SOIL ENGINEER AND APPROVED BY
THE CITY ENGINEER.
* ESTIMATE IS FOR FEE PURPOSES ONLY. CONTRACTOR RESPONSIBLE FOR OWN QUANTITIES.
* PRELIMINARY SECTION. FINAL SECTION TO BE DETERMINED BY THE SOIL ENGINEER AND APPROVED BY
THE CITY ENGINEER.
N
STREET LIGHT GENERAL NOTES
S
1. LIGHTING LAYOUT SHALL COMMENCE AT STREET INTERSECTIONS. STREET LIGHT SPACING BETWEEN
INTERSECTIONS SHALL BE AS SPECIFIED IN THE TABLE ON SHEET 3 AND LOCATED AT THE PROLONGATION OF
PROPERTY LINES. STREET LIGHT LAYOUTS SHALL BE REVIEWED FOR CONFLICTS WITH OTHER UTILITIES (CATCH
BASINS, FIRE HYDRANTS, TRANSFORMERS, ETC.)
2. USE OF BRAND NAMES IN THESE STANDARDS IS NOT INTENDED TO RESTRICT COMPETITION. EQUIVALENT
PRODUCTS MAY BE SUBSTITUTED WITH THE APPROVAL OF THE CITY ENGINEER.
3. SIDEWALK WIDTHS TO BE PER APPROVED STREET IMPROVEMENT PLANS. A MINIMUM OF 4' UNOBSTRUCTED
SIDEWALK CLEARANCE IS REQUIRED.
4. ANY CHANGE IN LOCATION OF STREET LIGHTS FROM THE APPROVED PLANS OR STANDARDS IS SUBJECT TO
WRITTEN APPROVAL BY THE CITY ENGINEER.
5. ALL STREET LIGHTS SHALL HAVE AN ANTI -GRAFFITI COATING
4" 1 HIUK 1- UU
SIDEWALK
ULTIMATE STREET SECTION FOR
BEACH AVE
SECTION B -B
RM! RMI
104' Now
52' ■- I--1111 52'
31' 22'
1 1
1 '
5 0 1
2% 2% 2f°
-•.�------------�
EX. GRADE
4" THICK PCC
SIDEWALK
INTERIM STREET SECTION FOR
BEACH AVE
Elam a OEM
SURVEY �
CONSTRUCTION rL RiW
45' -
.09 15' 27' No
.5' t r6'
2% 2%
--.- - .
EXISTING 4" THICK
PCC SIDEWALK
EX. TYPICAL STREET SECTION FOR
VALLEY BLVD.
SECTION C -C
BASIS OF BEARINGS
THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF VALLEY
BOULEVARD BEARING NORTH 890 24'54" E SHOWN ON PARCEL MAP NO. 4173
IN BOOK 76, PAGES 58-59 OF PARCEL MAPS, RECORDS OF SAN BERNARDINO
COUNTY.
BENCHMARK
MWD BENCH MARK UF632
3-1/4" DIAMETER ALLUMINUM DISK SET FLUSH IN BASE OF SL#2132438E
LOCATED 170'S/0 4.MALLORY DRIVE AND 21' WEST OF q_POLP'LAR DRIVE
ELEVATION: 1106.79 (NAVD88)
VICINITY MAP
NTS
GENERAL NOTES
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE FLANS, THE CITY OF FONTANA STANDI\:f--D PLANS, THE CONTRACT PROVISIONS AND THE
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS
SHALL BE THE LATEST EDITION UNLIESS OTHERWISE NOTED.
2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO
" "
THE CONTRACTOR HALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER
PRECEDENCE PROVISIONS IN THE GREEN BOOK ,S 0 C G
FOR RESOLUTION.
3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA'S 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 LIM ITS. CALL (909) 3S0 -7G 10.
5. 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 TRAFFIC ENGINEER.
6. IT SHALL BE THE RESPONSIBILITY Of THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES
AT ALL TIMES.
7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES FIVE (5) FEET OR GREATER IN
DEPTH FROM THE CALIFORNIA STATE DIVISION Of INDUSTRIAL SAFETY.
8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY 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 SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT.
9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITH OUT OBTAINING A SEPARATE PERMIT FOR THAT
PURPOSE.
10. THE LOCATIONS OF THE UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILAB'LIE INFORMATION, HOWEVER, IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE. FIELD, THE TRUE LOCATION AND 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.
11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE,
ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN,
FLOOD CONTROL AND CAL TRANS. ALL UTILITY COMPANIES SHALL' BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR
FACILITIES.
12. 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.
13. CURVE DATA REFERS TO THE FACE OF CURB.
14. STATIONING REFERS TO THE CENTERLINE OF STREETS 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 FLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION
CONTROL STAKING DURING CONSTRUCTION.
16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION
TO THE CITY ENGINEER.
17. REMOVAL AN'D REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS,
N ED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A
SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICE S U S 0
RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO
CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER. REPLACEMENT OF THE MONUMENT.
18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FEET LANE SHALL BE
MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES.
19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING AT ALL
TIMES.
20. ALL GRADING OPERATIONS SHALL BE DI SCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR.
21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRI VATE
PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL.
22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE
RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED.
24. 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 NOWERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS.
25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL
CONFORM TO THE CITY OF FONTANA STANDARD DETAILS.
26. ALL EXPOSED CONCRETE SURFACE SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE.
27. THE SEWER CONTRACTOR SHALL STAMP "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL.
28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED.
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. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS
DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING.
32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED
BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING.
33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR
UPON COMPLETION OF PAVING.
34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC
CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.
35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE
SATISFACTION OF THE CITY ENGINEER.
36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER Of RECORD, WHO SHALL PROVIDE RECORD DRAWINGS
TO THE CITY ENGINEER.
PRIVATE ENGINEERS 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 RESPONSIBILITY FOR
THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS.
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY 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 THE CITY 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.
ASP - 16-0026