HomeMy WebLinkAbout3293-11 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 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.
IT SHALL BE mr RESPQNSIVILITY 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.
T QTOR TO CONSTRUCT T WORK T THE A TH
1 ADEQUATE CQNSTRUCTIQNQNTROL STAKES SHALL BE SET Y THE ENGINEER T( ENABLE THE CCN RAC Q Cts C HE O K ( E PLAN GRADES, E
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 THE CITY.
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.
16 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.
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.
37 ALL STRIPING SHALL CONFORM TO THESE PLANS, CALTRANS STANDARD PLANS AND SPECIAL PROVISION DATED JULY 1999.
38 ALL STRIPING AND PAVEMENT MARKING SHALL BE ALKYD THERMOPLASTIC (SEE SPECIAL PROVISIONS),
39 PAVEMENT MARKING AND LEGENDS SHALL CONFORM TO CITY OF FONTANA STANDARD STENCILS.
40 CONFLICTING STRIPING/MARKINGS TO BE REMOVED BY METHOD AS DESCRIBED IN SPECIAL PROVISIONS.
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. I REVISION DESCRIPTION
C
I ,f OF O
m IMPROVEMENTS
ON
GENEML NOTES CYPRESS "ENUE AND OLEANDER "ENUE
SCALE)(NOT TO
SHEETINDEX
QUANTITIES,
SHEET 5
•,Y_,
WALNUT
C
REMOVE EXISTING P.C.C., A.C., PAVEMENT, OR SOIL.
AVENUE
CONSTRUCT 4 1/2 INCH A.C. OVER 12 INCH NATIVE SUBGRADE
0
SHEET
1
TITLE SHEET
P
4A
CONSTRUCT 6 INCH CURB AND GUTTER PER CITY OF FONTANA STANDARD PLAN NO. 1003.
40 LF
U55
°I
e
I'
2
TYPICAL
SECTION, DETAILS,
25 000 S
AND LEGEND
CONSTRUCT 4 INCH THICK P.C.C. WALK
16 SF
SHEET
2A
n.
z
STANDARD PLAN NO. 103. W PER PLAN.
2,650 SF
6A
CONSTRUCT RESIDENTIAL. DRIVEWAY PER CITY OF FONTANA STANDARD
SHEET
3
STREET
3
ON
9
FROM
BASELINE AVE TO 1125' NORTH
SHEET
4
P`
IMPROVEMENTS
ON
OLEANDER AVENUE
AI
1125' N/O BASELINE AVE TO 2275' NORTH
SHEET
O
STREET
IMPROVEMENTS
ON
OLEANDER AVENUE
FROM
2275' N/O BASELINE AVE TO WALNUT ST
SHEET
6
STREET
IMPROVEMENTS
ON
CYPRESS AVENUE
FROM
SAN JACINTO AVE TO 125' S/O BASELINE AVE
SHEET 3
7
STREET
IMPROVEMENTS
ON
CYPRESS AVENUE
FROM
s.
4,
SHEET
8
STREET
IMPROVEMENTS
3
BASELINE
AVENUE
SCALE)(NOT TO
SHEETINDEX
QUANTITIES,
PROTECT IN PLACE.
SAN
C
REMOVE EXISTING P.C.C., A.C., PAVEMENT, OR SOIL.
3,700 CY
CONSTRUCT 4 1/2 INCH A.C. OVER 12 INCH NATIVE SUBGRADE
JACINTO
AVEk UE
SHEET
1
TITLE SHEET
6,000 LF
4A
CONSTRUCT 6 INCH CURB AND GUTTER PER CITY OF FONTANA STANDARD PLAN NO. 1003.
40 LF
U55
SHEET
2
TYPICAL
SECTION, DETAILS,
25 000 S
AND LEGEND
CONSTRUCT 4 INCH THICK P.C.C. WALK
16 SF
SHEET
2A
DETAILS
STANDARD PLAN NO. 103. W PER PLAN.
2,650 SF
6A
CONSTRUCT RESIDENTIAL. DRIVEWAY PER CITY OF FONTANA STANDARD
SHEET
3
STREET
IMPROVEMENTS
ON
OLEANDER AVENUE
FROM
BASELINE AVE TO 1125' NORTH
SHEET
4
STREET
IMPROVEMENTS
ON
OLEANDER AVENUE
FROM
1125' N/O BASELINE AVE TO 2275' NORTH
SHEET
5
STREET
IMPROVEMENTS
ON
OLEANDER AVENUE
FROM
2275' N/O BASELINE AVE TO WALNUT ST
SHEET
6
STREET
IMPROVEMENTS
ON
CYPRESS AVENUE
FROM
SAN JACINTO AVE TO 125' S/O BASELINE AVE
SHEET
7
STREET
IMPROVEMENTS
ON
CYPRESS AVENUE
FROM
125' S/0 BASELINE AVE TO 1050' N/0 BASELINE AVE
SHEET
8
STREET
IMPROVEMENTS
ON
CYPRESS AVENUE
FROM
1050' N/O BASELINE AVE TO 2200' N/O BASELINE AVE
SHEET
9
STREET
IMPROVEMENTS
ON
CYPRESS AVENUE
FROM
450' S/0 WALNUT ST TO WALNUT ST
SURVEY NO
SURREY FOR DING NO. 3293—A WAS DONE USING
A DIFFERENT BENCHMARK WITH A RNONIN
ELLl/ATION DIFFERENCE OF APPf?C),kIMATEL > 0.4'.
DATE I ENGR, I CITY I DATE
BASIS OF BEARINGS:
FOUND CITY OF FONTANA GPS CONTROL POINTS
P1050 1 1/2 " I.P. AT THE CENTERLINE OF S. HIGHLAND & CATWARA
N1871863.87 E6725479.08
P085 1 112 ' I.P. AT THE CENTERLINE OF S. HIGHLAND AND TOKA>'
N1871372,50 E6726267.06
BENCHMARK. -
CITY OF FONTANA 11615 EL=1467.59
CITRUS & LOS CE ROS RR SPIKE IN PP OPP LOS CEDROS
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.
Q�Q ESS10,41A.9
No. C060153 F";
EXP. 03-31-04
(NOT TO SCALE)
CONSTRUCTION NOTES
QUANTITIES,
PROTECT IN PLACE.
C
REMOVE EXISTING P.C.C., A.C., PAVEMENT, OR SOIL.
3,700 CY
CONSTRUCT 4 1/2 INCH A.C. OVER 12 INCH NATIVE SUBGRADE
COMPACTED TO 95% AND A5 SHOWN IN TYPICAL SECTION,
54,800 SF
CONSTRUCT B INCH CURB AND GUTTER PER CITY OF FONTANA STANDARD PLAN NO, 1003.
6,000 LF
4A
CONSTRUCT 6 INCH CURB AND GUTTER PER CITY OF FONTANA STANDARD PLAN NO. 1003.
40 LF
U55
CONSTRUCT 4 INCH THICK P,C.C. SIDEWALK PER CITY OF FONTANA
STANDARD PLAN NO. 1015 AND DETAIL 1 ON SHEET 2.
25 000 S
5A
CONSTRUCT 4 INCH THICK P.C.C. WALK
16 SF
CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA
STANDARD PLAN NO. 103. W PER PLAN.
2,650 SF
6A
CONSTRUCT RESIDENTIAL. DRIVEWAY PER CITY OF FONTANA STANDARD
PLAN NO. 103 AND DETAIL 1 ON SHEET 2. W PER PLAN.
3,400 SF
CONSTRUCT AC CURB RAMS' PER APWA STD PLAN NO. 111-2, CASE D, TYPE 1.
1 EA
7A
CONSTRUCT A.C. CURB RAMP PER APWA STD. PLAN NO, 118-2 CASE C.
1 EA
7B
CONSTRUCT A.C. CURB RAMP PER DETAIL 2 ON SHEET 5 AND APPLICABLE PORTIONS OF
OF APWA STD. PLAN NO. 1 1 1-2.
1 EA
ADJUST EXISTING PULL BOX TO GRADE.
1 EA
ADJUST EXISTING WATER VALVE FRAME AND COVER TO GRADE PER CITY OF FONTANA
STANDARD PLAN NO. 130.
1 EA
10
ADJUST EXISTING WATER METER TO GRADE.
j, EA
1 1
RELOCATE EXISTING FIRE HYDRANT. (DY OTHERS)
1 EA
12
RELOCATE EXISTING POWER POLE. (BY SOUTHERN CALIFORNIA EDISON)
12 EA
13
REMOVE EXISTING (TYPE AS SHOWN) AND CONTRUCT
CHAIN LINK FENCE, MATCH EXISTING HEIGHT.
1,250 LF
14
REMOVE EXISTING TREE OR SHRUB.
1,050 SF SHRUB
45 EA TREES
15
CONSTRUCT DOUBLE GATE AT DRIVEWAYS. 1'�
10 EA
1
RELOCATE (TYPE AS SHOWN)
12 EA
17
INSTALL 300MM (12") WHITE CROSSWALK OR LIMIT LINE.
219 LF
18
INSTALL STRIPING DETAILS AND/OR PAVEMENT LEGENDS PER CALTRANS STANDARD PLANS
LATEST EDITION AND AS SHOWN.
300 LF
19
INSTALL 300MM (12") YELLOW CROSSWALK.
109 LF
20
REMOVE CONFLICTING STRIPING. (INCLUDING RAISED PAVEMENT MARKERS)
30 LF
21
ABANDON EXISTING LOOPS AND SPLICE NEW LOOPS TO EXISTING CONDUCTORS, AS SHOWN.
4 EA
RELOCATE EXISTING PULL BOX AND ADJUST EXISTING CONDUIT TO MAINTAIN EXISTING
TRAFFIC SIGNAL RUNS.
1 EA
22
COLD MILL 0.1' OF A.C. PAVEMENT AND OVERLAY 0.1' OF A.C. PAVEMENT AS SHOWN
IN TYPICAL SECTION.
31,100 SF
PLANS PREPARED BY:
13191 Crossroads Parkway North, Suite 405
Industry, CA 91746-3497 DRAWN BY:
(562) 908-6200 OB
UNDER THE SUPERVISION OF: DESIGNED BY:
SCB
Date % CHECKED BY:
CARLOS A. Z6AO RCE 60153
T.• %JN 1351010206MO 1. D W0
CITY OF FONTANA, CALIFID'I'MIA"'
S TREE T IMPRQ YEMEN TS
SCALE:
T1TLE SHEET NIA
DATE:
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