HomeMy WebLinkAbout2930-1CITY OF FONTANA
TRAFFIC SIGNAL INSTALLATION AND ROADWAY WIDENING
AT THE INTERSECTION OF
PHILADELPHIA AVENUE AND MULBERRY AVENUE/COUNTRY VILLAGE ROAD
TR T IMPR'V
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1 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE COUNTY OF RIVERSIDE 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 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 MEtHQQS 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 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 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 SURVEYCONTROL, 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.
THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES.
19 ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR.
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.
20 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
21 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.
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.
23 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE.
24 THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL.
25 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED.
26 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS.
27 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT.
28 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.
29 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.
30 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING.
31 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION
OF THE CITY TRAFFIC ENGINEER.
32 CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY
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.
1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
APPROVED:
DIRECTOR 'OF TRANSPORTATIO
COUNTY OF RIVERSIDE
7
/2 ' eft
DATE
CONSTRUCTION NOTES:
O PROTECT IN PLACE.
O REMOVE EXISTING PCC, AC, BASE, AND/OR SOIL.
O3 CONSTRUCT 10 FT CROSS GUTTER SPANDREL PER
COUNTY OF RIVERSIDE STD. NO. 209.
O4 CONSTRUCT 0.58 FT THICK ASPHALT CONCRETE
OVER 0.50 FT THICK AGGREGATE BASE.
05 CONSTRUCT TYPE A-8 CURB AND GUTTER PER
COUNTY OF RIVERSIDE STD, NO. 201.
CONSTRUCT CURB RAMP PER COUNTY OF
RIVERSIDE STD. NO. 403, CASE PER PLAN
INCLUDING RETAINING CURB.
U7 CONSTRUCT 0.33 FT THICK P.C.C. SIDEWALK
PER COUNTY OF RIVERSIDE STD. NO. 401.
08 GRADE ONLY.
09 ADJUST MANHOLE FRAME AND COVER TO GRADE.
10
11
12
13
14
15
ADJUST WATER VALVE FRAME AND COVER TO GRADE BY OTHERS. (WATER CO.)
ADJUST GAS VALVE FRAME AND COVER TO GRADE BY OTHERS. (GAS CO.)
REMOVE EXISTING TREE.
RELOCATE BY OTHERS. ,(GAS CO.)
RELOCATE EXISTING STREET LIGHT OR POWER POLE BY OTHERS (SCE).
CONSTRUCT CURB OPENING CATCH BASIN PER AWPA STD
PLAN 300-2 AND 308-1 FOR SIDE CONNECTION.
W, V, AND H PER PLAN.
16 CONSTRUCT GUTTER DEPRESSION FOR CURB OPENING CATCH BASIN
PER COUNTY OF RIVERSIDE STD NO 311 CASE B.
17 INSTALL 30 INCH RCP (1500-D) AS SHOWN.
18 CONSTRUCT MANHOLE NO. 4 PER RIVERSIDE COUNTY
FLOOD CONTROL AND WATER CONSERVATION DISTRICT STANDARD
DRAWING NO. MH 254.
SS SEE SIGNING AND STRIPING PLAN.
NOTE: DESCRIPTIONS OF EXISTING DRAINAGE FACILITIES WERE OBTAINED FROM BEST AVAILABLE RECORDS. PRIOR TO CONSTRUCTION CONTRACTOR
SHALL POTHOLE TO VERIFY HORIZONTAL AND VERTICAL LOCATION. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCY.
IN TRIPI • TR
TI
1
3
4
5
6
8
APPLY STRIPING DETAIL, STENCIL, OR PAVEMENT LEGEND, AS
NOTED. PAINT UNLESS OTHERWISE NOTED.
REMOVE CONFLICTING STRIPING AND MARKINGS.
INSTALL SIGN & POST, AS SHOWN.
APPLY 300mm (12") WHITE CROSSWALK LINE (THERMOPLASTIC).
RELOCATE EXISTING SIGN AND POST.
REMOVE EXISTING SNS AND R1 SIGNS AND POST (BY CITY CREWS).
REMOVE EXISTING SIGN AND POST AS NOTED.
REMOVE EXISTING CURB RED, TOTAL LENGTH AS NOTED.
T . AFF I I . As AN f I .. H TIN N TR TI T
1
2
3
4
5
6
8
INSTALL CITY -FURNISHED TYPE 90 CONTROLLER ASSEMBLY (CONTROLLER EQUIPMENT PACKAGE)
COMPLETE WITH TYPE "P" CABINET AND AUXILLIARY EQUIPMENT NECESSARY TO PROVIDE THE
INTENDED OPERATION. CONNECT SIC PER TRAFFIC SIGNAL MANUFACTURER'S REQUIREMENTS.
(SEE SPECIAL PROVISIONS) CONTROLLER CABINET AND FOUNDATION TO BE INSTALLED PER
CITY STANDARD DRAWING 4004.
INSTALL CITY -FURNISHED TYPE III -BF SERVICE EQUIPMENT ENCLOSURE PER CITY OF FONTANA
AND EDISON REQUIREMENTS. (SEE SPECIAL PROVISIONS)
FURNISH AND INSTALL 78 (3") SCHEDULE 80 C. AND PULL ROPE PER SOUTHERN CALIFORNIA
EDISON REQUIREMENTS.
FURNISH AND INSTALL MODEL 711 UNI -DIRECTIONAL, SINGLE CHANNEL OPTICOM DETECTOR PER
DETAIL "D", THIS SHEET, AND AS DIRECTED BY THE ENGINEER (SEE SPECIAL PROVISIONS).
INSTALL IMAGE SENSOR UNIT PER CITY STANDARD 133 AND AS DIRECTED BY THE ENGINEER.
TRIM TREE AS DIRECTED BY THE ENGINEER TO PROVIDE LINE OF SIGHT FOR
IMAGE SENSOR UNIT.
EXISTING STREET LIGHT TO BE REMOVED BY SCE (SEE GENERAL NOTE 5).
INSTALL SIGN ON TRAFFIC SIGNAL MAST ARM PER CALTRANS STANDARD DETAIL "U" PG ES -6T.
SIGN AS NOTED ON PLAN.
I9I INSTALL 53 (2")C. AND SIC. CONDUIT SHALL BE INSTALLED PER DETAIL "C", THIS SHEET AND
THE SPECIAL PROVISIONS.
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.
00VESS/04,'l
yc
CLYDE ELWYN
SWEET, JR.
No. 26690
EXP. 3-31-04
CIVIL
OF CM.\EO'
Prepared Under The Supervision Of :
/I 1Date ? d/l -/1 L
CLYDE E. SWEET, JR. R.C.E. 26690
Jurupa
Stover Ave
Ave
>
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Project
Location
0
Vicinity Map
(Not to Scale)
D
0
Philadelphia Ave
SHEET INDEX
SHEET 1 TITLE SHEET
SHEET 2 STREET IMPROVEMENT PLANS
SHEET 3 DRAINAGE IMPROVEMENT PLANS
SHEET 4 SIGNING AND STRIPING PLANS
SHEET 5 TRAFFIC SIGNAL AND LIGHTING PLANS
Q:\12364\3021\206s01.dwg
CITY OF FONTANA, CALIFORNIA
TI TL E SHEET
DRAWN BY:
AL
DESIGNED BY:
AL, SCB
CHECKED BY:
CZ
MULBERRY A VENUE/COUNTRY VILLAGE ROAD
AND
PHIflEgH/A AVENUE
--APP)OVE‘DD BY -J
I✓ITY ENGINEER
SCALE:
DATE:
6/12/01
R.C.E. 51152 DATE:
DRAWING NO.:
2930 5
ROAD //AY
INSTALLA TION
PHILADELPHIA
MULBERRY/COUNTRY