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GENERAL NOTES -STREET
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 RESQLVED 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 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 "W.A.T.C.H.
MANUAL", LATEST 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 PRIOR APPROVAL OF THE INSPECTOR.
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. CONTRACTOR SHALL COORDINATE WITH THE
APPROPRIATE WATER COMPANY FOR VALVE OPERATION AN 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.
19. 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.
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.
Underground Service Alert SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
C=f Call: TOLL FREEAPPROVAL SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE
REVISIONS TO THE PLANS TO BRING THEM INTO
j 1- CONFORMANCE WITH CONDITIONS AND STANDARDS
227-2600 IN EFFECT.
TWO WORKING DAYS BEFORE YOU DIG
PLANS PREPARED FOR
FORECAST HOMES
10670 CIVIC CENTER DRIVE
RANCHO CUCAMONGA, CA 91730
(909) 987-7788
(909) 987-1169
EACH ,SAY
S. X1/4* =- -
rr -
CONSTRUC11ON NOTES - ESTIMATE OF QUANTITIES
&-
INSTALL 5800 LUMEN HPSV STREET LIGHT (70 WATT; #7) PER CITY STD. DWG. NO. 1016
8
EA.
25 FT. LUMINAIRE HEIGHT. ORNAMENTAL STREET LIGHT POLES SHALL BE MARBELITE OR APPROVED
EQUAL.
11
G)_
INSTALL 9500 LUMEN HPSV STREET LIGHT (100 WATT; #10) PER CITY STD. DWG. NO. 1016
2
EA.
25 FT. LUMINAIRE HEIGHT. ORNAMENTAL STREET LIGHT POLES SHALL BE MARBELITE OR APPROVED
EQUAL.
t.
&_
INSTALL 9500 LUMEN TEMPORARY STREET LIGHT
2
EA.
&_ CONSTRUCT 4.5" AC PAVEMENT (Min) OVER 12" OF 95% COMPACTED NATIVE
W
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( See general notes 27&28)
52,963.44
S.F.
(5)_
CONSTRUCT 6" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003
3,179
L.F.
(6)_
CONSTRUCT 8" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003
3,179
L.F.
(D--
CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. DWG. NO. 104, W=10'
2,352
S.F.
8�-CONSTRUCT
PCC DRIVE APPROACH PER CITY STD. DWG. 102, W=16'
5,628
S.F.
(D_CONSTRUCT
4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015, WIDTH PER PLAN
11,649
S.F.
@__CONSTRUCT
HANDICAP RAMP PER CITY STD. DWG. NO. 1006
4
EA.
11
CONSTRUCT CATCH BASIN PER APWA STD. DWG NO. 300-2, AS SHOWN ON SHEET 2
3
EA.
12
CONSTRUCT LOCAL DEPRESSION PER APWA STD. DWG NO. 313-1 CASE A, AS SHOWN ON SHEET
2 3
EA.
@_INSTALL
STOP SIGN PER CITY STD. DWG. NO. 139
2
EA.
&-INSTALL
STREET SIGN PER CITY STD. DWG. NO. 139
2
EA
8___ADJUST
MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109
7
EA.
16
GRIND EXISTING A.C. PAVEMENT (0.10' MIN.)
1,750
S.F.
17
OVERLAY A.C. PAVING 0.10 MIN.
5 444
,
S.F.
18
REMOVE EXISTING TRAFFIC BARRICADE
1
EA.
&_RELOCATE
BY EDISON
1
EA.
@_SAWCUT
EXISTING A.C. PAVEMENT TO A CLEAN STRAIGHT LINE AND REMOVE
106
L.F.
@_REMOVE
EXISTING A.C. PAVEMENT
106
S.F.
Underground Service Alert SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
C=f Call: TOLL FREEAPPROVAL SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE
REVISIONS TO THE PLANS TO BRING THEM INTO
j 1- CONFORMANCE WITH CONDITIONS AND STANDARDS
227-2600 IN EFFECT.
TWO WORKING DAYS BEFORE YOU DIG
PLANS PREPARED FOR
FORECAST HOMES
10670 CIVIC CENTER DRIVE
RANCHO CUCAMONGA, CA 91730
(909) 987-7788
(909) 987-1169
EACH ,SAY
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"AsB�/fLT" ��A i�az Z'�i CALTRANS BENCHMARK NO. 8-17
BRASS CAP IN CONCRETE S.C.E. TOWER LEG.
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SEVAINE RD., IN SOUTH CONCRETE BASE OF
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(909) 356-1815 Fax (909) 356-1795 Designed By:
A C4,q J 7-6-0/ DBW
'ffayrdand I. Allard, A.C.E. 36052 Date Checked By: A
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CITY OF FONTANA, CALIFORNIA
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TRACT NO. 6078 Scale
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ISE rTT�'&TAWAi -001- CAT"S:9UK.Pusua. rl� C Ni Jilt ��€ �:��� .
REVISIONS Engineer city BENCHMARK
No. Approval Date: Approval Date:
"AsB�/fLT" ��A i�az Z'�i CALTRANS BENCHMARK NO. 8-17
BRASS CAP IN CONCRETE S.C.E. TOWER LEG.
343' N/O 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
QROF ESS /ON
��,0aND J .QZ I
0 C� ��- c�
0 No. 36052 m
rTl
0r Exp. 6 30 2004 -:0
sjq�, CtV1L �-
F OF CAL\FO
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue Drawn By:
Fontana, California 92335 DBW
(909) 356-1815 Fax (909) 356-1795 Designed By:
A C4,q J 7-6-0/ DBW
'ffayrdand I. Allard, A.C.E. 36052 Date Checked By: A
(expires 6/30/2004) RD RCS
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
TRACT NO. 6078 Scale
NOT Date:
JUNE. 2001
#P Approved: 7// n 1K,P 2
cm ENGINEER re.c.. D2938 5
Filename: M:\DWG\16001 \STREETS\ 1 6078-1 ST2.DWG