HomeMy WebLinkAbout6624-1ST
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APN: 0228-301-50
(CITY OF FONTANA)
APN: 0228-301-27
(CITY OF FONTANA)
APN: 0228-323-01
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CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
LEGEND
F.H. = FIRE HYDRANT
STLT = STREET LIGHT
TRFSIG = TRAFFIC SIGNAL
= SIGN
PB = PULL BOX
WV = WATER VALVE
SMH = SEWER MANHOLE
SDMH = STORM DRAIN MANHOLE
TELMH = TELEPHONE MANHOLE
PP = POWER POLE
WM = WATER METER
TELPED = TELEPHONE PEDESTAL
ELEC VAULT = ELECTRIC VAULT
MB = MAIL BOX S/W = SIDEWALK
TC = TOP OF CURB
FL = FLOW LINE
TB = TOP OF BERM
FS = FINISH SURFACE
FG = FINISH GRAGE
BW = BACK OF WALK
CONSTRUCT 6" CONCRETE ROLLED CURB AND GUTTER PER DETAIL 2 ON SHEET 2
1 SAWCUT AND REMOVE EXISTING CURB, GUTTER, & SIDEWALK.
2
CONSTRUCTION NOTES
VICINITY MAP
SHEET INDEX
GENERAL NOTES FOR STREET IMPROVEMENT PLANS
STREET IMPROVEMENT PLANS
CITY OF FONTANA
CITRUS AVENUE & SOUTH HIGHLAND AVENUE
N.T.S.
N.T.S.
PROJECT
LOCATION
512 SF
20 LF
QUANTITY
*THE QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY. CONTRACTORS SHALL PREPARE
THEIR OWN QUANTITIES AND BID A COMPLETE JOB.
BASIS OF BEARINGS BENCH MARK:
CITY OF FONTANA BENCHMARK NO. "33 B"
PID: EV9275
USGS QUAD: DEVORE (2018)
ELEVATION = 1455.57
811
Call: TOLL FREE
Underground Service Alert
FOOTHILL FWY
SOUTH HIGHLAND AVE
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SOUTH HIGHLAND AVE
210
PROJECT:NEW DIGITAL BILLBOARD
BUILDING LOCATION:SOUTHWEST CORNER OF SOUTH HIGHLAND AVENUE AND
CITRUS AVENUE, FONTANA, CA 92336
APN:0228-301-50
SCOPE OF WORK:PROPOSED DRIVEWAY ACCESS
DESIGN VEHICLE:PASSENGER CAR & SERVICE TRUCK
CONTACT INFORMATION:
LAMAR REAL ESTATE : NAT PRESTON
TELEPHONE: 909-799-1010
EMAIL: npreston@lamar.com
PROPERTY OWNER: CITY OF FONTANA
8353 Sierra Avenue • Fontana, CA 92335
909-350-7600
TITLE SHEET
CITRUS AVE & SOUTH HIGHLAND AVE
APN 0228-301-50
SOUTH HIGHLAND AVENUE
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REMOVE EXIST CURB, GUTTER, & SIDEWALK
PROP ROLLED CURB & DRIVEWAY APPROACH
APN 0228-301-50
(N) ROLLED CURB
PRIVATE ENGINEER'S NOTE:
THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSUMING THE ACCURACY
AND ACCEPTABILITY OF THE WORK HERE ON. IN THE EVENT OF DISCREPANCIES ARISING DURING
CONSTRUCTION THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN
ACCEPTANCE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CITY.
THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR
UNAUTHORIZED CHANGES 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.
CITY OF FONTANA
ENGINEERING DEPARTMENT
8353 SIERRA AVE
FONTANA, CA 92335
(909)350-7610
SO CALIF. GAS COMPANY
PHONE: (800)655-4555
AT&T
PHONE: (800)750-2355
FRONTIER COMMUNICATIONS
PHONE: (877)744-7083
CITY OF FONTANA, UTILITY PROVIDERS
CITY OF FONTANA
SEWER DEPARTMENT
8353 SIERRA AVE
FONTANA, CA 92335
(909)350-7610
FONTANA WATER COMPANY
15966 ARROW ROUTE
FONTANA, CA 92335
(909)822-2201
SPECTRUM
PHONE: (888)892-2253
VERIZON
PHONE: (800)555-4833
CONSTRUCT (WIDTH = PER PLAN) CURB ADJACENT SIDEWALK X 8" DEPTH AT VEHICULAR DWY LOCATIONS3 452 SF
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 ("GREENBOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL 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 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 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 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 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 BY DIALING 811 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 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 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-ERODEABLE 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 SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE.
27 THE SEWER CONTRACTOR SHALL STAMP AN "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.
30 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.
37 SLURRY SEAL ROADS AFFECTED BY THE DEVELOPMENT AS DIRECTED BY THE INSPECTOR. SLURRY SEAL LIMITS MAY EXTEND PAST THE PROJECT FRONTAGE TO ADDRESS EXISTING
STRIPING/PAVEMENT MARKINGS THAT CONFLICTS WITH THE NEW STRIPING/PAVEMENT MARKINGS, REPAIR TRENCHES, AND OTHER AREAS AS DETERMINED BY THE INSPECTOR.
CONSTRUCT STANDARD 8" CURB AND GUTTER TRANSITION TO 6" ROLLED CURB AND GUTTER PER DETAIL 4 ON SHEET 24 20 LF
REMOVE AND RECONSTRUCT FULL DEPTH AC PER DETAIL 5 ON SHEET 25 40 SF