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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 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.
4A CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE COUNTY OF SAN BERNARDINO FOR WORK IN COUNTY JURISDICTION.
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 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.
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.
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 AC 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
COUNTY JURISDICTION ONLY
APPROVED:
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REV. REVISION DESCRIPTION DATE ENGR_ CITY DATE CHIEF, BANS ORATION DESIGN DTVI ION DATE
AND
ALDI:R
"it
NUE-:
SHEET INDEX
SHEET 1 TITLE SHEET
SHEET 2 INDEX MAP, TYPICAL SECTIONS, DETAILS,
LEGEND, AND UTILITIES LIST
SHEET 3 SAN BERNARDINO COUNTY AND
APWA STANDARD PLANS
SHEET 4 APWA STANDARD PLANS
SHEET 5 STREET IMPROVEMENTS
SAN BERNARDINO AVENUE AT ALDER AVENUE
SHEET 6 STREET IMPROVEMENTS
ALDER AVENUE AT SAN BERNARDINO
SHEET 7 STORM DRAIN IMPROVEMENTS
ALDER AVENUE AT SAN BERNARDINO
BASIS OF BEARINGS
S 89859'57"E CENTERLINE OF
SAN BERNARDINO AVENUE
CITY OF FONTANA NO. 417
"X" WEST END NORTHWEST CURB RETURN
OF FILBERT AND ALDER.
CIRCUIT X67-11
ELEVATION= 1176.85
SURVEYED JULY 2003
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.
VICINITY MAP
(NOT TO SCALE)
QUANTITIES
O
PROTECT IN PLACE.
150
SF LAWN
SS
SEE SIGNING & STRIPING PLANS. DWG NO. 3617, SHTS. 2-3.
3
MAIL BOXES
TS
SEE TRAFFIC SIGNAL PLANS. DWG NO. 36179 SHT. 1.
4
EA
(1
REMOVE EXISTING PCC, AC, PAVEMENT, OR SOIL.
1,550
CY
O
CONSTRUCT 6 1/2 INCH THICK AC OVER 12 INCH NATIVE SU.BGRADE COMPACTED TO
23,715
SF
Industry, CA 91746-3497
(562) 908-6200
95% AND AS SHOWN IN TYPICAL SECTION.
932
TON AC
LAJNo. C042sss
D(P. 03-31-Ofi
COLD MILL 0.1' OF AC PAVEMENT AND OVERLAY 0.1' OF AC PAVEMENT AS
7,770
SF
TITHE SHEET
DATE:
SHOWN IN TYPICAL SECTION.
57
TON AC
4
CONSTRUCT 8 INCH CURB AND GUTTER PER CITY OF FONTANA STD PLAN NO. 1003.
595
LF
�5
CONSTRUCT CURB AND GUTTER TO MATCH EXISTING.
300
LF
O
CONSTRUCT 6 INCH THICK PCC
750
SF
O
CONSTRUCT 4 INCH THICK PCC SIDEWALK PER CITY OF FONTANA STD PLAN
2,450
SF
NO. 1015.
�8
CONSTRUCT, 4 INCH THICK PCC SIDEWALK PER SAN BERNARDINO COUNTY
1,275
SF
TRANSPORTATION DEPARTMENT STD PLAN NO. 109.
O
CONSTRUCT RESIDENTIAL DRIVEWAY PER APWA STD PLAN 110-1. W PER PLAN.
560
SF
10
CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD PLAN NO. 1005A. W PER PLAN.
1,150
SF
10
CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD PLAN NO. 102A. W PER PLAN.
265
SF
11
N/A
-
12
CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD PLAN NO. 1006.
1,220
SF
12
CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD PLAN NO. 1007.
460
SF
13
CONSTRUCT 4 INCH THICK AC OVER NATIVE.
2,020
SF
14
CONSTRUCT MASONRY RETAINING WALL PER APWA STD PLAN NO. 618-1, TYPE A. H=3.3.
150
LF
15
ADJUST EXISTING MANHOLE FRAME AND COVER TO GRADE.
4
EA
16
RELOCATE EXISTING WATER METER, RECONNECT WATER SUPPLY AND
13
EA
INSTALL WATER METER BOX. (BY OTHERS)
17
N/A
-
18
INSTALL 4' HIGH CHAIN LINK FENCE INCLUDING GATE.
58
LF
19
REMOVE EXISTING TREE, TREE STUMP OR SHRUB.
1
TREE
20
REMOVE AND REESTABLISH TYPE
3
STUMPS
AS SHOWN.
110
LF FENCE
21 RELOCATE TYPE AS SHOWN.
22 RELOCATE EXISTING FIRE HYDRANT. (8Y OTHERS)
23 RELOCATE EXISTING POWER POLE. (BY SOUTHERN CALIFORNIA EDISON)
24 REMOVE PIPE AND DRAINAGE STRUCTURE.
25 INSTALL 21 X 15 CSPA 10 GAUGE.
26 N/A
27 CONSTRUCT SIDEWALK TYPE JUNCTION STRUCTURE PER CITY OF FONTANA STD PIAN N0. 123.
28 CONSTRUCT CURB OPENING CATCH BASIN PER APWA STO N0. 300-2.
29 CONSTRUCT LOCAL DEPRESSION PER APWA STD PLAN N0. 313-1 CASE E. H = 2".
30 CONSTRUCT CURB DRAIN PER APWA STD PLAN N0. 150-2.
CONSTRUCT CURB DRAIN PER APWA STD PLAN N0. 151-1.
30
LF CLF
150
SF LAWN
1
LIGHT
3
MAIL BOXES
1
EA
4
EA
91
LF
1
JS
127
LF
r
1 EA
1 EA
1 EA
2 EA
1-24" EA
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PLANS PREPARED BY:
CITY O F
FONTANA, CALIFORNIA
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STREET
IMPROVEMENT PLAN
92
13191 Crossroads Parkway North, Suite 405
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Industry, CA 91746-3497
(562) 908-6200
DRAWN BY:
RG/BM
SCALE:
N/A
LAJNo. C042sss
D(P. 03-31-Ofi
UNDER THE SUPERVISION OF:
DESIGNED BY:
TITHE SHEET
DATE:
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