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PLAN - CHERRY AVENUE
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COMST, B" CURB 4 GUTTER PER S7D, NO. 101 - - - - - - - - - - - - - - - -
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CONST. 4" P.C.C. SIDEWALK PER CITY SPECIFICATIONS - - - - - - - - - - - -
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EK. EDGE aF PAVEMEUT 11 - SAWCUT �4
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GENERAL CONSTRUCTION NOTES
FOR WORK WITHIN THE R/W:
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 PUBLIC R/W.
3. STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE OTHERWISE
NOTED.
4• ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO
ALL ADJOINING CURBS AND SIDEWALKS.
5. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE
BEEN PLACED, INSPECTED AND APPROVED.
6. IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT OR DIKE OR CURB AND/OR
GUTTER, THE CONTRACTOR SHALL DILIGENTLY PURSUE THAT PORTION OF WORK TO
COMPLETION.
7. AS BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR.
8. CURB DATA REFERS TO THE FACE OF THE CURB.
9. 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.
10. 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.
11. 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.
12. STERILANT REQUIRED UNDER ALL A.C. PAVEMENT.
13, ADEDUATE STAKES SMALL BE SET BV TAE ENGINEER 70 ENABLE THE CONTRACTOR TD COMSTRUCT
TUE WORK TD TME PLAIU GRADES,
14. ALL PIPEUIJES DR SUBSTRUCTURES OF ANV KIND AIUD ALL TELEPAOIUE OR POWER POLES, WATER MEfE25,
VALUES, HYDRANTS, IRRIGATI0J1 STRUCTUPPS, ETC., SAOwJU OR NOT SUOYdkl ON 71 -IIS PLAN AIJD LOCATE])
WITMik) AREAS TO BE IMPROVED AND )UTERFERING wfTN CONSTRUCTIDU SMALL BE RELOCATED EV
OWNERS; IT SHALL BE TIE CONTRACTDRS RESPOM51BILM TO MOTIF\/ ALL AGEUCIES 0k)CEIZNED
BEFORE COAISTRUCTIDN BEGIIJS
iS . WATER VALVE COVERS SHALL BE RAISED 7D GRADE BY 7ME PAVING CONTRACTDQ,
FEATUER TO TAE
SATISFACTIOIU OF
CITY ENGINEER
EX. PAVEMEUT
50'
TYPICAL SECTI0M
CAERRY AVENUE
M.T.S.
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COMSTRUCTIOM MOTES AMD QUAMTM ESTIMATES:
COMST S%A.C. EVER COMPACTED MATIVE - - - - - - - - - - - - - - - - -
- 4254
SF
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COMST, B" CURB 4 GUTTER PER S7D, NO. 101 - - - - - - - - - - - - - - - -
- 150
L. F.
3a--
CONST. 4" P.C.C. SIDEWALK PER CITY SPECIFICATIONS - - - - - - - - - - - -
- 672-
S.F
a
CONST. DRIVEWAY PER STD. NO. 102-C (Wz Z5',--
S.1;
5�--
RELOCATE A1C. WATER METER - - - - - - - -
I
EA.
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)REMDVE EK. TREE - - - - - - - - - - - - - - - - - - - - - - ---
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EA.
EX. TREE TO REMAIN - - - - - - - - - - - - - - - - - - - -
- - I
EA.
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RELOCATE EX. TRAFFIC SIGN - - - - - - - - - - - - - - - - - -
- I
EA.
9
REMOVE EX. FEIJCE - - - - - - - - - - - - - - - - - - - - -
- I'i-3
L.F.
ID
KEMOVE EX. CONC. SLAB - - - - - - - - - - - - - - - - - -
-- 400
S.F:
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SAWCUT MD REMOVE I'l OF EK. PAVIKIG FDR A STRAIGUT AND SM00714 301N -
- - 225
S.F
12
REPAIR DETERIORATED EXISTING PAVFMEIJT AND OVERLAY Tb PROVIDE A SP100714
STREET SECTIOAI
S.F
13
RELOCATE F_<. POWFR POLE (B`I OTHERS) - - - - - - - - - - -- -
-- 1
EA,
14
COAST. T"VE "L" GUIDE MARKERS - - - - - - - - - - - - -
- 3
EA.
15
CONST. 3'' Al2" RW D RETAINER vel �'.,� 6�� POSTS 0- 4' D.C. - - - - - -- -
21
LF.
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CONST. PARMAY DRAM USING ALPAMBRA FOUWW\Q N0. A-410, 4" x 14" RECT. C.I.P.
AT 4S° ANGLE OR APPROVED EQUAL -
- 20
L, F,
DESIGN REVIEW 4 87-100