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GENERAL NOTES -STREET IMPROVEMENT PLANS
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.
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 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 BENCHMARKS WITHOUT PRIOR NOTIFICATION TO
THE CITY ENGINEER.
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING
SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, 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.
Underground Service Alert
FORE Yeo Cat TOLL FREE
1-800
227-2600
TWO WORKING DAYS BEFORE YOU DIG
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.
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 CONDITIONS AND STANDARDS
IN EFFECT.
CITY OF FONTANA, UTILITY NOTIFICATION LIST
CITY OF FONTANA
PACIFIC BELL CO.
ATTN.: CARLOS NAVARRO
ATTN.: VIRGINIA BECKER
8353 SIERRA AVENUE
3939 E. CORONADO STREET
FONTANA, CA. 92335
ANAHEIM, CA. 92807
(909) 350-6632
(714) 666-5467
SO. CALIF. GAS COMPANY
UNDERGROUND SERVICE ALERT
ATTN.: DENNIS FREEMAN
(800) 227-2600
1981 W. LUGONIA AVENUE
REDLANDS, CA. 92374
COMCAST ( CABLE TV )
(909) 335-7547
ATTN.: JACK HAYES
EMERGENCIES: (800) 427-2200
1205 DUPONT AVE.
ONTARIO, CA, 91761
SO. CALIF. EDITON COMPANY
(909) 390-4738
300 N. PEPPER AVENUE
RIALTO, CA. 92376
GENERAL TELEPHONE COMPANY
909820-5598 - UNDERGROUND
ATTN.: STEVE HOCK
909 875-5100 - TRANSMISSION
1400 E. PHILIPS BLVD.
213 637-1233 - PIPELINES
ONTARIO, CA. 91766
909 357-6223 - DISTRIBUTION
(800) 422-4133
800 422-4133
1 5'
FONTANA WATER COMPANY
ATTN.: MICHAEL J. McGRAW
[•r
8449 NUEVO AVENUE
`?f
FONTANA CA. 92235
i PUE
(909) 822-2201
25'
FAX: (909) 823-5046
CITY OF FONTANA
STREET IMPROVEMENT PLANS
CONSTRUCTION NOTES ESTIMATE OF QUANTITIES
10-- INSTALL 5800 LUMEN HPSV STREET LIGHT (70 WATT; #7) 25 FT. LUMINAIRE HEIGHT POLES
SHALL BE MARBELITE OR APPROVED EQUAL. PER CITY STD. DWG # 1016 17 EA.
O2 -CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" OF 95% COMPACTED NATIVE
(See general notes 31 and 32) 116,934 S.F.
O3 - CONSTRUCT 6" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003 6,051 L.F.
O4 - CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. DWG. NO. 104, W=8' 3,244 S.F.
5�- CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. 102, W=5.5', 9,922 S.F.
CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015 36,584 S.F.
(D-- CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. DWG. NO. 1006 12 EA.
8 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109 12 EA.
9PROPOSED STREET LIGHT PER STREET IMPROVEMENT PLAN NO. 2926 N/A
9500 LUMEN, H.P.S.V.: #10, 27' HIGH
10 CONSTRUCT TRAFFIC BARRICADE PER CITY STD. DWG. NO. 118 1 EA.
11 INSTALL STOP SIGN PER CITY STD. DWG. NO. 139 6 EA.
12 INSTALL STREET NAME SIGN PER CITY STD. DWG. NO. 139 8 EA.
13 PROPOSED STREET LIGHT PER STREET IMPROVEMENT PLAN NO. 2926
9500 LUMEN, H.P.S.V.: #10, 27' HIGH (BUILT BY THIS TRACT) 3 EA.
14 SAWCUT & REMOVE A.C. PAVEMENT 8,760 S.F.
15 CONSTRUCT 8" PCC CURB & GUTTER PER CITY STD. DWG. NO. 1003 1,249 L.F.
16 CONSTRUCT 4.5" AC PAVEMENT (MIN.) OVER 12" OF 95% COMPACTED NATIVE
(See general notes 31 and 32) 5,635 S.F.
26 REMOVE EXISTING 18" CMP AND CMP RISER 1 E.A.
28 CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. DWG. 313-1, CASE A. 1 E.A.
29 CONSTRUCT CURB OPEN CATCH BASIN PER A.P.W.A. STD. DWG. 300-2 6 E.A.
30 CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. DWG. 313-1, CASE B. 4 E.A.
BEARINGS ARE BASED ON THE CENTERLINE OF HEMLOCK AVENUE, BEING THE EAST LINE OF
THE WEST 1/2 OF THE SOUTHEAST 1/4, SECTION 35, TOWNSHIP 1 NORTH, RANGE 6 WEST,
SAN BERNARDINO BASE AND MERIDIAN, BEING NORTH 00°11'07" EAST AS SHOWN ON A
RECORD OF SURVEY RECORDED IN BOOK 108, PAGES 13 THROUGH 27, OFFICIAL RECORDS
OF THE COUNTY OF SAN BERNARDINO.
PLANS PREPARED FOR REVISIONS Engineer
o.r4pproval Date:
i v.0
THE STRATHAM GROUP
2201 DUPONT DRIVE
SUITE 300
IRVINE, CALIFORNIA 92612
(949)833-1554 FAX (949) 833-7853
STREET LIGHTS
DIRECTION OF FLOW
INDEX MAP
SCALE: 1"=120'
NOTE. FOR TYPICAL SECTION 64' R/W SEE SHEET #7
WEST EAST
R/W R/W
WEST
R/W
HEMLOCK AVENUE -82'R
STA. 23+20.63 - STA. 26+5029
NTS
T.I.-6.5
82'
41' 41'
21' 20' 20' 21'
8VARIES 4' 16'
co
Zq o
6 LEVEL LINE
270
HEMLOCK AVENUE -82' R/W
STA 26+5029 - STA. 29+81.09
NTS
T.I.-6.5
Date: BENCHMARK
CALTRANS BENCHMARK NO. 8-17
BRASS CAP IN CONCRETE S.C.E. TOWER LEG.
343' N/0 HIGHLAND AVE., 0.2 MI. W/O SAN
SEVAINE RD., IN SOUTH CONCRETE BASE OF
S.C.E. TOWER 19.5; 2.65 MI. W. ALONG
HIGHLAND AVE. FROM SIERRA AVE.
ELEVATION 1428.6090
EAST
R/W
URE IMPROVEMENTS
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VICINITY MAP:
Ws
R/W CL
5' 54'
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it 6' 20' 20'
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3
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TYPICAL SECTION
BEARTREE STREET
FROM STA. 12+32.15 TO 20+52.40
R/W
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
909) 66-181 Fax (909) 356-1795
4+o -oz -
David S. Hammer, A.C.E. 43976 Date
(expires 6/30/2005)
WEST
R/W
12' 22' 1 22'
4' I 18' I 18'
I
EAST
R/W P/L
LOTS
54' A&B
12' 10'
4' 6' 5' 1'
r_
QRpFESS ro CITY OF FONTANA, CALIFORNIA
S "A`STREET IMPROVEMENT PLANS
Z Drawn By: Scale:
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�k Designed By: , , Date:
/ APRIL, 2002
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FOF CALIF Checked By:�Z9 Approved: ate. Dwg. No.
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T.I.-5.5
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
909) 66-181 Fax (909) 356-1795
4+o -oz -
David S. Hammer, A.C.E. 43976 Date
(expires 6/30/2005)
WEST
R/W
12' 22' 1 22'
4' I 18' I 18'
I
EAST
R/W P/L
LOTS
54' A&B
12' 10'
4' 6' 5' 1'
r_
QRpFESS ro CITY OF FONTANA, CALIFORNIA
S "A`STREET IMPROVEMENT PLANS
Z Drawn By: Scale:
No, 43976 rmi DEA/JK/WF AS NOTED
Exp. 6/30/05 TRACT NQ1.16009
�k Designed By: , , Date:
/ APRIL, 2002
�T cIVI�- ���P JF JRrt III
FOF CALIF Checked By:�Z9 Approved: ate. Dwg. No.
R[ -q DSH/DB . ITY ENGINEER R.C. 51152 2989
Filename: M:\DWG\12903\16009\STREETS\16009-ST-I.DWG