HomeMy WebLinkAbout5762-1GENERAL GRADING NOTES
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 .BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE
THE LATEST EDITION UNLESS OTHERWISE NOTED.
2. WHEN TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CANNOT
BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE
CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER 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 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.
5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND
PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES (MUTCD), 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 5 FEET OF 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 WITHOUT
OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE.
10. THE LOCATIONS OF UTILITIES 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 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, 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.
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 FOR CURB 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 PLAN 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 AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY
MONUMENTS, MONUMENT TIES AND BENCH MARKS, 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
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 FOOT 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 DISCONTINUED 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 PRIVATE 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 NON -ERODIBLE SWALES ENTERING OR LEAVING IMPROVEMENTS.
25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRON SHALL BE APPROVED AT THE
TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS,
26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH
EXISTING CONCRETE.
27. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN
PLACED, INSPECTED AND APPROVED.
28. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED TESTED AND APPROVED PRIOR TO PAVING
OF STREETS.
29. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING,
BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY
TRAFFIC ENGINEER.
30. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS
AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER.
31. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD,
WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
CITY OF FONTANA
PM 196'57
STREET IMPROVEMENT PLAN
VICINITY MAP
NOT TO SCALE
ZONING AND GENERAL PLAN DESIGNATIONS
C-1 COMMUNITY COMMERCIAL
NET ACRES
2.66 ACRES
UTILITIES
SOUTHERN CALIFORNIA EDISON
7951 REDWOOD AVENUE
FONTANA, CA 92336
(909) 387-6221
BASIS OF BEARINGS
PLANT F31
CITY OF FONTANA - SEWER SERVICE
8353 SIERRA AVENUE
FONTANA, CA 92336
(909) 350-7670
THE BEARINGS SHOWN HEREON ARE BASED UPON THE CENTERLINE OF CITRUS
AVENUE BEING NORTH 0003'40" EAST AS SHOWN ON A RECORD OF SURVEY
RECORDED IN BOOK 59, PAGE 79 OF MAPS, RECORDS OF SAN BERNARDINO
COUNTY.
BENCHMARK
CITY OF FONTANA BENCHMARK #357
2 IN. BRASS DISK AT CENTERLINE INTERSECTION OF CITRUS AVE.
AND BASELINE AVE. ELEVATION = 1395.00'
REV.
REVISION DESCRIPTION
DATE 1 ENGR. I CITY I DATE
LOCA-T-1-ON MAP
NOT TO SCALE
mom
16177 BASELINE AVENUE.
FONTANA, CA 92335
ASSESSOR'S PARCEL NUMBERS
0241-012-02, 03, 62, 61
APPLICANT I ENGINEER OWNER
SAN GABRIEL VALLEY WATER COMPANY
DBA FONTANA WATER COMPANY
15966 ARROW ROUTE
FONTANA, CA 92335
(909) 201-7375
OCCUPANCY CATEGORY
THE PROPOSED BOOSTER STATION BUILDING AND WATER STORAGE RESERVOIR
ARE DESIGNATED ESSENTIAL FACILITIES.
THE PROPOSED RESERVOIRS WILL BE USED FOR WATER STORAGE.
THE PROPOSED BOOSTER STATION WILL BE USED FOR WATER DISTRIBUTION.
THE PROPOSED NITRATE AND PERCHLORATE TREATMENT SYSTEM WILL BE USED
FOR WATER TREATMENT.
APPLICABLE CODE: 2016 CALIFORNIA BUILDING CODE AND ITS APPENDICES AND
STANDARDS / CITY OF FONTANA ORDINANCES AND REGULATIONS
MCN 14-000082
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT MANNER, THE
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
PLANS TO BRING THEM INTO CONFORMANCE WITH
STANDARDS IN EFFECT.
c��goFESS/��' i
No. 68068 Z �
Exp. 6/30/1 s 4,
CALF
Prepared Under The Supervision Of
r (!� Date
KRISTOFER J. OLSEN R.C.E. 68068
mmummmalmm
AC
ASPHALT CEMENT
N
NORTH
APWA
AMERICAN PUBLIC WORKS ASSOCIATION
NO.
NUMBER
B
BASE
NTS
NOT TO SCALE
BMP
BEST MANAGEMENT PRACTICE
OC
ON CENTER
CF
CURB FACE
PCF
POUNDS PER CUBIC FEET
CL
CENTER LINE
PE
PAD'c`LEVATION
CLR.
CLEAR
PL
PROPERTY LINE
CMU
CONCRETE MASONRY UNIT
PP
POWER POLE
CONC.
CONCRETE
PRESS
PRESSURE
D/DIA
DIAMETER
PROP.
PROPOSED
DWG
DRAWING
PSF
POUNDS PER SQUARE FOOT
E
EAST
PSI
POUNDS PER SQUARE INCH
EG
EDGE OF GUTTER
PVC
POLYVINYL CHLORIDE
ELEV
ELEVATION
RCE
REGISTERED CIVIL ENGINEER
EXIST.
EXISTING
REINF.
REINFORCEMENT
EXT.
EXTERNAL
REQ'D
REQUIRED
FFE
FINISHED FLOOR ELEVATION
S
SEWER/SOUTH
FH
FIRE HYDRANT
SGV
SAN GABRIEL VALLEY
FL
FLOW LINE
SQ.
SQUARE
FS
FINISH SURFACE
STA.
STATION
G
GAS
STD
STANDARD
GA
GAGE
T
TELEPHONE
GALV.
GALVANIZED
TC
TOP OF CURB
GB
GRADE BREAK
TRANS.
TRANSITION
HORIZ.
HORIZONTAL
TS
TOP OF STRIP
ID
INTERNAL DIAMETER
TW
TOP OF WALL
INT.
INTERNAL
TWIF
TOP OF WROUGHT IRON FENCE
INV.
INVERT
TYP.
TYPICAL
L
LENGTH
VERT.
VERTICAL
MH
MAINTENANCE HOLE
W
WEST/WIDTH
MAX.
MAXIMUM
W/
WITH
MIN.
MINIMUM
WIF
WROUGHT IRON FENCE
MG
MILLION GALLONS
SHEET INDEX
SHEET
DESCRIPTION
1
COVER SHEET, LOCATION AND VICINITY MAPS
2
STREET PLAN AND GRADING DETAILS
DEMOLITION NOTES: QUANTITY:
® DEMOLISH, REMOVE, HAUL AWAY AND PROPERLY DISPOSE 228 S.F.
OF EXISTING CONCRETE DRIVEWAY APPROACH.
DEMOLISH, REMOVE, HAUL AWAY AND PROPERLY DISPOSE 45 S.F.
OF GROUTED RIP RAP.
DEMOLISH, REMOVE, HAUL AWAY AND PROPERLY DISPOSE 230 S.F.
OF EXISTING CONCRETE DRIVEWAY APPROACH.
UNDERGROUND OVERHEAD UTILITY (BY OTHERS). 1 L.S.
CONSTRUCT PROPOSED 31' CONCRETE DRIVEWAY PER CITY OF
FONTANA STANDARD PLAN No. 1002, SEE DETAIL 1, SHEET 2.
INSTALL GROUTED COBBLE PER LANDSCAPE PLAN.
CONSTRUCT PROPOSED 8" CURB AND GUTTER PER CITY OF
FONTANA STANDARD PLAN No. 1000, SEE DETAIL 2, SHEET 2.
CONSTRUCT 4' WIDE UNDER SIDEWALK DRAIN PER CITY OF
FONTANA STANDARD PLAN No. 3001.
('Z'\ CONSTRUCT PROPOSED 6" CURB AND GUTTER PER CITY OF
�lv FONTANA STANDARD PLAN No. 1000.
PROP. PIPELINE
EXISTING WATER
ULTIMATE R/W
QUANTITY:
340 S.F.
1520 S.F.
28 L.F.
45 S.F.
20 L.F.
CURB & GUTTER _- _: ExisT_ _ PROP.
PROP. BLOCK WALL
EXIST. BLOCK WALL
STREET CENTERLINE
PROP. WROUGHT IRON PROP. WROUGHT
FENCE & PILASTER IRON FENCE
PROP. CHAIN LINK FENCE X-x--X_ EXIST. CONTOUR LINE (1234)
DEMOLITION -/ / / /- PROP, CONTOUR LINE 1234
CITY OF FONTANA, NTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
DRAWN BY: .SCALE:
BASELINE AVENUE
LL,JH PM 19657 AS SHOWN
DESIGNED BY: STRZFET IMPROVEMENT PLAN DATE:
LL 1
CqY_E-R"SHEEl,_L0CATCN AND VICINITY MAPS 1 1 /8/18
CHECKED BY: AP OVED B /` I"l l DRAWING NO.: ')
DATE. 5762
LZ CITY ENGINEER R.C.E. 51152 2