HomeMy WebLinkAbout3738-1GENERAL NOTES:
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 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 STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST
NON 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 (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 CONTRACT UNDER-
GROUND 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 APPROPRIATE
WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS.
13. CURVE DATE REFERS TO THE FACE OF CURB.
14 STATIONING REFERSTO 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 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 NOTIFCATION TO THE CITY ENGINEER
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY
MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL
ENGINEER OF LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED
AS A RESULT OF THIS CONSECUTION SHALL BE REPLACED. THE CONTRACTOR SHALL
NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS
CAN BE ESTABLISHED FOR LATER REPLACENT OF THE MONUMENT.
18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES
AT ALL TIMES. A MINMUM 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,
INCLUDINC 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 WRITTEN APPROVAL.
22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
23 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTON 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 INPECTION OF THE SITE, 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 UNDER GROUND 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
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.
WEST R/W
0.`
STREET IMPROVEMENT PLANS
TRACT NO. 15263
CITY OF FONTANA, CALIFORNIA,
WEST
EAST R/W( EXISTING EDGE PROP. R/W
66' OF PAVEMENT
32' 34' LANDSCAPE LETTERED
12' 20' 22
7 !D 5 129-±4-
WEST
f
EXISTING �r �.�
CURB AND GUTTER
EXISTING PAVEMENT 12
POPLAR AVENUE
STA. 0+66.48 TO 6+66.58
N.T.S
T.1= 65
12' 10'
[1
5' 0.5' LOT
27- ROPOSED
EDICATION
`PROPOSED
CURB AND GUTTER
AND SIDEWALK
EAST R/W
TYPICAL SECTION ASHTON PLACE
SOUTH R/W
12'
0.5'
ISTING
FUTURE FUTURE I 6 AVEMEN
CURB AND GUTTER CURB AND GUTTER 13
AND PAVEMENT AND PAVEMENT
SAN BERNARDINO AVE.
STA. 0+57.0 TO 3+27.60
N T.S
T.I.= 9
SOUTH R/W
0.�
NORTH R/W
12'
6' 0.5'
2%
0.5'
NORTH R/W
TYPICAL SECTION ASHTON PLACE
EAST/WEST
STA. 0+48 0 TO 1+31.50
N.T.S
T.I.= 5 5
0 5'
TRACT No.15283 MB. 253 5-7
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5 13
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POPLAR SEE SHEET 3 AVENUE
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SCALE: 1"=100' Es
UTILITY COMPANIES: SHEET IDEX
SO.CALIFORNIA GAS COMPANY PACIFIC BELL CO. SHEET 1 - TITTLE SHEET
ATTN: GREG GASPAR ATTN' VIRGINIA BECKER
16231 VALLEY BLVD 3939 E.CORONADO STREET SHEET 2 - ASHTON PLACE
(909) 428-8411 ANAHEIM, CA 92807 SHEET 3 - POPLAR AVENUE
EMERGENCIES (714) 666-5467
SHEET 4 - SAN BERNARDINO AVENUE
VE
S0. CALIFORNIA EDISON COMPANY ATTN:TN: NANCY NAGEL 2
7951 REDWOOD AVE. 1980 ORANGE TREE LANE Q
(909) 820- 5598 -UNDERGROUND REDLANMDS, CA. 92374-2803 'RECOR.O 109-"1NIG 1�MCI-
(909) 875- 5100 -TRANSMISSIONS (909) 748-648
(213) 637- 1233 -PIPELINES ALL of THE 1MPRO'VEME�1 f5 5VIOW 1 HEIZE-64 HAVb BEEA
(909) 357- 6233 -DISTRIBUTION GENERAL TELEPHONE COMPANY C.otAPLETEp W 3t111159TAtJT1AL C PAFORMWC-6 Wim}
(800) 422- 4113 ATTN: STEVE HOCK TiAeJ£ ?LA148
1400 E, PHILLIPS BLVD.
ONTARIO, CA. 91766
(800) 422-4133 Loerta Wi Lw% 4 Ae6ccA kms
CRAWFORD CANYON MUTUAL WATER CO. wz & GLu)ero ESTKmT, vv1k f %11
ATTN- BILL VANDERKEIFT, JR FONTANA WATER COMPANY
(619) 868-6040 ATTN: MICHAEL J. McDRAW ��GL•W mvAt OA•91-A6
8440 NUEVO AVENUE
FONTANA,CA. 92335
8
UNDEGROUND SERVICE ALERT (909) 822-2201
(800)227-2600 FAX: ( 909) 823-5046
5D EC. -,MT RAE 00. 3458"1 EX. 00f-30 -11 DATA
CITY OF FONTANA
ATTN: BRIAN WREN
8353 SIERRA AVE
FONTANA, CA. 92335 t`Q EC y.9�
(909) 350-6632ell
�• kF
1 w No. 34587 z
PRIVATE ENGINEER'S NOTICE TO CONTACTORS. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES C
SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABIE RECORDS: �� A0i0.
TO THE BEST OF OUT KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT
THOSE SHOWN ON THESE PLANS, THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE
DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONDS -
SUITABILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT
SHOWN ON THESE DRAWINGS.
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS-
ABILITY FOR THE JOB SITE CONDITION DURING THE COURSE OF CONSTRUCTION
OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT
THIS SHALL APPLY COTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.
AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER
AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,
IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING
FOR LIABILTY ARISING FORM THE SOLE NEGLIGENCE OF THE OWNER OR THE
ENGINEER.
CONTRACTOR SHOULD VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT
ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.
NORTH/SOUTH
STA.
0+00 TO 1+46.23
STA.
0+00 TO 1+34.49
RANDALL
N T.S
E. C.
T.I.= 5.5
GREVILLEA ST.
u- w
LOCATION
O
w
F. L.
SAN
BERNARDINO
o<
w a
188'
32'
H. P.
32'
119'
INVERT
t 13, 120'
MIN 0.31%
OL(�M'111'N I%
AAX 3.9%)
X 2%
ISTING
FUTURE FUTURE I 6 AVEMEN
CURB AND GUTTER CURB AND GUTTER 13
AND PAVEMENT AND PAVEMENT
SAN BERNARDINO AVE.
STA. 0+57.0 TO 3+27.60
N T.S
T.I.= 9
SOUTH R/W
0.�
NORTH R/W
12'
6' 0.5'
2%
0.5'
NORTH R/W
TYPICAL SECTION ASHTON PLACE
EAST/WEST
STA. 0+48 0 TO 1+31.50
N.T.S
T.I.= 5 5
0 5'
TRACT No.15283 MB. 253 5-7
[JOT A PA TT
OF THIS
SUBDIVISIOf 1 g 7 8 10 11
z 12
5 13
d ASHTON PLACE
Lu SEE ET2
4 14
w aUa
Z
0
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3 1 n- 17 15
<
POPLAR SEE SHEET 3 AVENUE
1-=
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SCALE: 1"=100' Es
UTILITY COMPANIES: SHEET IDEX
SO.CALIFORNIA GAS COMPANY PACIFIC BELL CO. SHEET 1 - TITTLE SHEET
ATTN: GREG GASPAR ATTN' VIRGINIA BECKER
16231 VALLEY BLVD 3939 E.CORONADO STREET SHEET 2 - ASHTON PLACE
(909) 428-8411 ANAHEIM, CA 92807 SHEET 3 - POPLAR AVENUE
EMERGENCIES (714) 666-5467
SHEET 4 - SAN BERNARDINO AVENUE
VE
S0. CALIFORNIA EDISON COMPANY ATTN:TN: NANCY NAGEL 2
7951 REDWOOD AVE. 1980 ORANGE TREE LANE Q
(909) 820- 5598 -UNDERGROUND REDLANMDS, CA. 92374-2803 'RECOR.O 109-"1NIG 1�MCI-
(909) 875- 5100 -TRANSMISSIONS (909) 748-648
(213) 637- 1233 -PIPELINES ALL of THE 1MPRO'VEME�1 f5 5VIOW 1 HEIZE-64 HAVb BEEA
(909) 357- 6233 -DISTRIBUTION GENERAL TELEPHONE COMPANY C.otAPLETEp W 3t111159TAtJT1AL C PAFORMWC-6 Wim}
(800) 422- 4113 ATTN: STEVE HOCK TiAeJ£ ?LA148
1400 E, PHILLIPS BLVD.
ONTARIO, CA. 91766
(800) 422-4133 Loerta Wi Lw% 4 Ae6ccA kms
CRAWFORD CANYON MUTUAL WATER CO. wz & GLu)ero ESTKmT, vv1k f %11
ATTN- BILL VANDERKEIFT, JR FONTANA WATER COMPANY
(619) 868-6040 ATTN: MICHAEL J. McDRAW ��GL•W mvAt OA•91-A6
8440 NUEVO AVENUE
FONTANA,CA. 92335
8
UNDEGROUND SERVICE ALERT (909) 822-2201
(800)227-2600 FAX: ( 909) 823-5046
5D EC. -,MT RAE 00. 3458"1 EX. 00f-30 -11 DATA
CITY OF FONTANA
ATTN: BRIAN WREN
8353 SIERRA AVE
FONTANA, CA. 92335 t`Q EC y.9�
(909) 350-6632ell
�• kF
1 w No. 34587 z
PRIVATE ENGINEER'S NOTICE TO CONTACTORS. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES C
SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABIE RECORDS: �� A0i0.
TO THE BEST OF OUT KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT
THOSE SHOWN ON THESE PLANS, THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE
DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONDS -
SUITABILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT
SHOWN ON THESE DRAWINGS.
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS-
ABILITY FOR THE JOB SITE CONDITION DURING THE COURSE OF CONSTRUCTION
OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT
THIS SHALL APPLY COTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.
AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER
AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,
IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING
FOR LIABILTY ARISING FORM THE SOLE NEGLIGENCE OF THE OWNER OR THE
ENGINEER.
CONTRACTOR SHOULD VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT
ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.
VICINITY MAP
N.T.S.
LEGEN:
A.0
ASPHALT CONCRETE
B. W.
BACK SIDEWALK
/AlE
CATCH BASIN
RANDALL
CENTERLINE
E. C.
SITE <.!C!7�
GREVILLEA ST.
EDGE PAVEMENT
LOCATION
EDGE GRADE
F. L.
SAN
BERNARDINO
AVE.
�P
a
cn
H. P.
��P
INV.
INVERT
VALLEY
LINEAL FEET
AVE
10
PAVT.
PAVEMENT
EXIST.
EXISTING
R/W
VICINITY MAP
N.T.S.
LEGEN:
A.0
ASPHALT CONCRETE
B. W.
BACK SIDEWALK
C. B.
CATCH BASIN
C. L.
CENTERLINE
E. C.
END CURVE
E. P.
EDGE PAVEMENT
E.G.
EDGE GRADE
F. L.
FLOW LINE
F. S.
FINISH SURFACE
G. B.
GRADE BREAK
H. P.
HIGH POINT
INV.
INVERT
L.F.
LINEAL FEET
S.F.
SQUARE FEET
PAVT.
PAVEMENT
EXIST.
EXISTING
R/W
RIGHT OF WAY
T. C.
TOP OF CURB
DEVELOPER/OWNER:
ASHTON PLACE SOUTHERN CALIFORNIA, LLC
4244 MAIN ST.
BALDWIN PARK CA, 91706
(562) 439-6157
CONSTRUCTION NOTES AND QUANTITIES:
Ol
CONSTRUCT 6" CONC. CURB AND GUTTER PER
- 1,061.00 L.F.
CITY OF FONTANA STANDARD PLAN NO. 1003.
O
CONSTRUCT CURB RETURN ACCESS RAMP PER
_ 5.00 EA
CITY OF FONTANA STD PLAN NO. 1006.
O3
CONSTRUCT 4" MIN. A.C. PAVEMENT OVER
- 34,205.90 S.F.
12" COMPACTED (95%) NATIVE SOIL
O
CONSTRUCT 4" P.0 C. SIDEWALK OVER
90% COMPACTED NATIVE SUBGRADE PER
- 21,790.00 S.F.
CITY OF FONTANA STD PLAN NO. 1015.
O5
SAWCUT & REMOVE EXIST. PAVEMENT.
- 933.00 L.F.
�6
REMOVE AND REPLACE EXISTING
PAVEMENT AND BASE
- 13,308.00 S.F.
O7
GRIND AND OVERLAY EXISTING
PAVEMENT 0.10" THICK FOR JOIN
- 3,200.00 S.F.
PURPOSES
O8
CONST. RESIDENTIAL DRIVEWAY PER
CITY OF FONTANA STD. PLAN NO. 1005
- (18) EACH
O9
CONST. CROSS GUTTER PER CITY OF
3,588.80 S.F.
FONTANA STD. PLAN DETAIL NO.104 (W=8')
- 198.00 S.F.
10
CONSTRUCT 5800 LUMEN HPSV STREET LIGHT
- 3 EACH
(70 WATT; #7) 25 FT. LUMINAIRE HEIGHT.
11
CONSTRUCT 8" CONC. CURB AND GUTTER PER
_ 851.10 L.F.
CITY OF FONTANA STANDARD PLAN NO. 1003.
12
CONSTRUCT 4.5" MIN. A.C. PAVEMENT OVER
- 12,002.00 S.F.
12" COMPACTED (95%) NATIVE SOIL
13
CONSTRUCT 6.5" MIN. A.C. PAVEMENT OVER
- 8,118.00 S.F.
12" COMPACTED (95%) NATIVE SOIL
14
CONSTRUCT 9500 LUMEN HPSV STREET LIGHT
- 3 EACH
(100 WATT; #10) 25 FT. LUMINAIRE HEIGHT.
15
CONSTRUCT 16000 LUMEN HPSV STREET LIGHT
-1 EACH
(150 WATT; #15) 30 FT. LUMINAIRE HEIGHT.
16
CONSTRUCT ONE 6" AND ONE 4" IRRIGATION
- 2 EACH
SLEEVE.
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