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GENERAL NOTES:
Y OF FONTANA CONSTRUCTION NOTES (STREET IMPROVEMENTS)
n PROTECT IN PLACE.
COO NSTRUCTION
1
1
PLAN
O2 REMOVE EXISTING A. C. , P.C.C. , A. B. , OR SOIL.
O3 CONSTRUCT 8 INCH THICK ASPHALT CONCRETE
OVER 10 INCH THICK AGGREGATE BASE MATERIAL.
O4 CONSTRUCT 6 INCH THICK ASPHALT CONCRETE
OVER 8 INCH THICK AGGREGATE BASE MATERIAL.
O5 CONSTRUCT 8 INCH ASPHALT CONCRETE DIKE
PER CITY OF FONTANA STD. PIAN N0. 136.
O6 CONSTRUCT CURB AND GUTTER PER CITY
OF FONTANA STD. PLAN NO. 1003.
O7 CONSTRUCT 4 INCH THICK A. C. RAMP PER PLAN.
O8 INSTALL STREET LIGHT 22,000 LUMEN PER CITY
OF FONTANA STD. PLAN N0. 1016 (BY SCE).
O9 ADJUST MANHOLE FRAME AND COVER TO GRADE.
10 ADJUST MANHOLE FRAME AND COVER TO GRADE.
II ADJUST WATER VALVE FRAME AND COVER TO GRADE.
12 ADJUST GAS VALVE FRAME AND COVER TO GRADE.
13 REMOVE EXISTING TREE.
14 RELOCATE EXISTING STREET LIGHT OR POWER
POLE (BY SCE).
15 RELOCATE BY OTHERS.
I6 SEE SIGNING AND STRIPING PLAN.
I.
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.
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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
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'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.
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4.
CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THEK
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START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC
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RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610.
SCALE:
Industry, CA 91746-3497
5.
THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OFWL
SOUTH
TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.
A lain D S IP IM4 G
No. C042866 �
d EXP. 03-31-04
6.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES.
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CONSTRUCTION NOTESe ( SIGNING A N D STRIPING)
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
DATE:
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DIVISION OF INDUSTRIAL SAFETY.j
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I NSTALL STRIPING DETAIL ( INCLUDING PLACEMENT OF RAISED PAVEMENT
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
DRAWING NO.:
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MARKERS) , ARROW OR LEGEND AS SHOWN.
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
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GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT.
a INSTALL 1 2' WHITE CROSSWALK.
9.
NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE.
CITY ENGINEER
R.C.E. 0 DATE:
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INSTALL SIGN AND/OR POST AS SHOWN.
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
INSTALL DETAIL 12 MODIFIED TO REPLACE REFLECTIVE MARKERS TYPE G
CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION.
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WITH TYPE H.
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
El REMOVE CONFLICTING STRIPING ( INCLUDING PAVEMENT MARKERS) .
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
F6 RELOCATE SIGN AND POST AS SHOWN.
WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS.
13.
CURVE DATA REFERS TO THE FACE OF CURB.
F7 SIGN AND POST TO BE REMOVED BY CITY PERSONNEL.
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.
TRAFFIC SIGNAL CONSTRUCTION NOTES
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 SURVEYCONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED
INSTALL TYPE 90 CONTROLLER ASSEMBLY ( CONTROLLER EQUIPMENT PACKAGE) COMPLETE WITH TYPE lips
CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE
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CABINET, AUTOSCOEP DETECTION, AND AUXILIARY EQUIPMENT REQUIRED TO PROVIDED THE INTENDED
CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION 50 THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE
OPERATION (SEE SPECIAL PROVISIONS). CONTROLLER CABINET FOUNDATION TO BE INSTALLED PER CITY
MONUMENT.
STANDARD DRAWING 134. CONNECT SIC PER TRAFFIC SIGNAL CONTROLLER MANUFACTURER'S REQUIREMENTS.
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.
FURNISH AND INSTALL TYPE I I I -BF SERVICE EQUIPMENT ENCLOSURE PER CITY OF FONTANA SOUTHERN
THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES.
CALIFORNIA EDI SON COMPANY REQUIREMENTS ( SEE SPECIAL PROVISIONS).
19.
ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR.
FURN I SH AND I NSTALL MODEL 71 1 UN I -D I RECT I OVAL, S I NGLE CHANNEL OPT I COM DETECTOR PER DETA I L
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.
" B" THIS I S SHEET AND AS DIRECTED BY THE ENGINEER ( SEE SPECIAL PROVISIONS.)
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20.
NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY i NSPECTOR.
L__1 INSTALL IMAGE SENSOR UNIT PER CITY STANDARD DRAWING 133 AND AS DIRECTED BY THE ENGINEER.
21.
A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF
INSTALL 3' SCHEDULE 80 PVC CONDUIT AND TYPE H SERVICE RISER, WITH PUL LROPE PER REQUIREMENTS.
THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED.
COORDINATE INSTALLATION WITH AN EDISON SERVICE PLANNER 48 HOURS PRIOR TO CONSTRUCTION.
22.
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.
F61 INSTALL 2' C. , WITH I SIC PER SPECIAL PROVISIONS.
23.
THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF
7] INSTALL SIGN AND HARDWARE PER DETAIL "U" ES -6T AS SHOWN
FONTANA STANDARD DETAILS.
24.
ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE.
F81 REMOVE AND BECOME PROPERTY OF THE CONTRACTOR POLE AND EQUIPMENT COMPLETE.
25.
THE SEWER CONTRACTOR SHALL STAMP AN 'S' IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL.
26.
NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED.
27.
ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS.
TRAFFIC SIGNAL INTERCONNECT CONSTRUCTION NOTES
28.
APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT.
29.
PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN
Fil INSTALL 2 " CONDUIT. #6 PULL BOXES 9 AND S I C AS SHOWN.
AFTER COMPLETION OF ROUGH GRADING.
30.
ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND
a INSTALL S I C IN EXISTING 2"' CONDUIT.
SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING.
31.
ALL MANHOLES, CLEANOUT FRAMES. COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING.
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CONNECT S I C PER TRAFFIC S I GNAL CONTROLLER MANUFACTURER REQUIREMENTS.
32.
UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES. AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION
OF THE CITY TRAFFIC ENGINEER.
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THESEPLANS PROVE V FOR
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CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY
ENGINEER.
HOR I ZONTAL AL I GNMENT ONLY
34.
AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
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TOLL FREE '"Mmm"' 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REM REVISION DESCRIPTION
DATE ENGR. CITY DATE
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,
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PLANS PREPARED BY:
CITY
FONTANA
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13191 Crossroads Parkway North, Suite 405
TITLE SHEET
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SCALE:
Industry, CA 91746-3497
(562) 9os-6200
SOUTH
HIGHLAND AVENUE
1 " =40'
No. C042866 �
d EXP. 03-31-04
UNDER THE SUPERVISION OF:
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ALMERIA AVENUE TO 1=210
DESIGNED BY:
DATE:
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WILLDAN
08-20-01
CHECKED BY:
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APPR D B.
DRAWING NO.:
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OF CAL
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KENNETH J. RUKAVINA R.C.E. 42866._
WILLDAN
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CITY ENGINEER
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