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LOCATION MAP
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TYPICAL DRIVEWAY ENTRANCES
PER-FONTANA STD, 102---
13 53
02
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TRACT N 0.
Riw
SIDEWALK
A.C. PAVEMENT '
Tr CtiRi 'E iUTTERt" CURB A GUTTER
T.C. s E - 0.00' I2" COMPAC"f r. 3 T.Q. s E♦ 0.10'
FL. s 1. -0.57' NATIVE SOIL F.L. s 1.- 0.37
TYPICAL. STREET SECTION
It. T. S.
WOODL AND DRIV E
13653 ;-I
E IMPROVEMENTS
Riw Riw
SIO
25 251
71 Is 18� 71
2.1 4.5' B� 10� 10� 13 4.5� 2.31
LEVEL LINE -
a07' OL20� 0.20' 0.07' Slope I/4":I'
Slope I/4":I'4� .
�_ 2���
_ ,�.
6 SIDEWALK :•' -' + SroEWALK (6 1
1 A.C. PAVEMENT
O6" CURB d GUTTER 6" CURS S BUTTER
T.C. = - 0.07' I2" COMPACTED OTC. = 0.07'
F.L. = - 0. 57 NATIVE SOIL F L. = E - 0. ST
- TYPICAL STREET SECTION
N.T. S. .
CONSTRUCTION NOTES AND QUANTITY ESTIMATES
NO.
ITEM
QUANTITY
UNIT
13653-1
13653
lO
CONSTRUCT 2 1/2" A.C. OVER 12" COMPACTED
NATIVE' SOIL.
53060
S • F.
30430
24630
2O
CONSTRUCT CONCRETE CURB AND GUTTER (6"C.F.
PER CITY OF FONTANA STANDARD DETAIL 101).
2080
L.F.
1080
1000
3
CONSTRUCT CONCRETE CURB AND GUTTER (8"C.F.
PER CITY OF FONTANA STANDARD DETAIL 101).
440
L.F.
280
160
4
CONSTRUCT CONCRETE CURB AND GUTTER (6"C.F.
TRANSITION TO 8"C.F. PER CITY OF FONTANA
STD. DET. 100) .
200
L • F •
70
130
OCONSTRUCT
STANDARD CROSS GUTTER AND SPANDRELL
PER CITY OF FONTANA STANDARD DETAIL 104.
1430
S.F.
660
770
OCONSTRUCT
4" THICK CONCRETE SIDEWALK WIDTH
AND LOCATION PER PLAN.
13360
S. F.
6860
6500
7O
ADJUST VALVE COVERS TO NEW GRADE.
Ell.
OADJUST
MANHOLE COVERS TO GRADE PER DETAIL 109.
12
EA.
9O
CONSTRUCT RAMPED CURB RETURN PER CITY OF
FONTANA STANDARD DETAIL 104 A.
d
F.A.
4
4
10
REMOVE EXISTING CURB & GUTTER. (8" C.F - WOODLAND
490
L.F.
300
190
DRIVE )
11
S.F.
12
S.F.
13
S.F.
14
CONSTRUCT COMMERICAL DRIVEWAY PER CITY OF
FONTANA STD. DET. 102LA.
58
EA.
30
28
GENERAL CONSTRUCTION NOTES:
1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO
THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD "
SPECIFICATIONS, PUBLIC WORKS DEPARTMENT, CITY OF FONTANA.
REFER TO DEFINITIONS AND TERMS IN CITY STANDARD
SPECIFICATIONS.
2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC
WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY
LIMITS.
3. STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE
OTHERWISE NOTED.
4. CURB DATA REFERS TO THE FACE OF THE CURB.
S. ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND
FINISH TO ALL ADJOINING CURBS AND SIDEWALKS.
6. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION
AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TEST TAKEN
AFTER COMPLETION OF ROUGH GRADING.
7. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF
STREETS.
B. EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL
LOCATION AND ELEVATION IN THE FIELD. CONTRACTOR SHALL CALL
EACH UTILITY PRIOR TO ANY WORK.
9. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE
CONSTRUCTED 6" BELOW FINISHED GRADE BY SEWER CONTRACTOR AND
SHALL BE RAISED TO GRADE by PAVING CONTRACTOR AFTER
COMPLETION OF PAVING.
'10. ALL VALVE FRAMES AND COVERS SHALL BE CONSTRUCTED 6" BELOW
FINISHED GRADE BY WATER CONTRACTOR AND SHALL BE RAISED TO
GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING.
11. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION
- STANDARD DETAIL 129. r
12. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL
UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED
TO, GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE,
LANDSCAPING, LANDSCAPING IRRIGATION, DOMESTIC WATER,
RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL
SYSTEMS, ETC.
13. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE
CITY OF FONTANA.
14.E TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS WILL BE
DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM
WITH THE CITY OF FONTANA STANDARD DETAILS ANO DETAILS HEREON.
15. CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE
SPECIFICATIONS, AND WHERE THERE IS OR MAY BE A CONFLICT
SHALL IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT
TO THE OWNER'S REPRESENTATIVE.
16. STERILANT REQUIRED UNDER ALL A.C. PAVEMENT.
17. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR
AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS.
16. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING
STEEL HAS BEEN PLACED, INSPECTED AND APPROVED.
19. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE
(5) FEET IN DEPTH SHALL RE EFFECTIVELY GUARDED BY A SHORING
SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS.
TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE
GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT
MAY BE EXPECTED.
20. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORIN 1
EXCAVATION OR TRENCH WORK AS DESCRIBED IK NOTE 6 ABOVE FROM
CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. SEE
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
SECTION 306-1.1.6.
21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL
OF THE CITY'S INSPECTOR.
• NOTE: TRANSITION DOES NOT CHANGE TYPICAL STREET SECTION
REMAINS PER STANDARD SHOWN ABOVE (F.L.nCL-0.57')
GRADE BRAKS OCCURS ON CURS PROFILE ONLY.
AfNCH MARK �' Musser Engineering Consultants Inc. CITY OF FONTANA , CALIFORNIA
RR OP/KG ON PP No. 4743h0f-
A7 'rRf /At rER5fC7/oti Of Zee N. BAN GABRIEL BIL,, t;� �, 706-61e2 PUBLIC WORKS DEPARTMENT
NASA 0 E_ N A, C 'INS►., T o•4." sy
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REV. DATE AN�,�S. DESCRIPTION DAT! App. ;T ,��=�` %.C. -`(.t7. Aoo�ew� ---- - --
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