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GocaTionI MAP
NO 7- TO 6C,44 E
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NOT Td SCALE
ESTIMATE OF QUANTITIES '
------------------------
811 P.C.C.
------------,----------8"P.C.C. Cb. & GUT........... 90 LF
4"P.C.C. SIDEWALK.......'..... 76-1 SF
6" P'.C. C. COMM. DWY............ 4-55SF
2 1/ 2" A. C. O N CONifICT�O NOIIIZ ,SOIL- 95 0 S F
!/,4 R 4C, 3510 sF
,0V11) '7' JI=L To es
PRIVATE ENGINEERS NOTICE TO CONTRACTORS
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES
SHOWN ON THESE PLANS ARE OBTAINED BY SEARCH OF THE AVAILABLE RECORDS.
TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS
SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF
RECORD OR NOT SHOWN ON THESE PLANS.
•AUT. •
klo
CONSTRUCTION NOTES
------------------
CONSTRUCT 8" Cb. & GUT. PER STD No. 101
�2 CONSTRUCT 4" THICK P.C.C. SIDEWALK
O3 CONSTRUCT COMM. DWY. PER STD No. 102-C
® CONSTRUCT 2 1/2 A.C. PVM' T ON COM.nAcTEO �/.9rir/E 5oi�
0 Co.vsT,P0(:5T 1/,},Q 4C. C,qp
RE,44ST,ERED ENGINEER R. E. No. 19233
BENCH MARK: #10
P.K. NAIL IN LEAD NORTHEAST
CORNER OF RANDALL AVE. 8+
CITRUS AVE. 34.86 FT. NORTH
OF NORTHEAST CURB RETURN
ELEV.: 1177.01
GENERAL NOTES
-------------
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE
PLANS AND THE STANDARD SPECIFICATIONS DRAWI-N-GS
OF THE CITY OF FONTANA.
2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE
CITY OF FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO
BEGINNING ANY CONSTRUCTION.
3. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO
ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO
THE PLAN GRADES.
4. AS BUILT PLANS SHALL BE PROVIDED TO THE CITY OF
FONTANA BY THE CONTRACTOR.
5. A FEATHER PAVEMENT CAP FOR UTILITY TRENCHES SHALL
BE PROVIDED PER THE DIRECTION OF THE CITY INSPECTOR.
_
FOOTiy/G L
$ G VD.
CHECKED. BY
APPROVED BY _ _
like,
CITY ENGINEER RCE ` �?
DWG NO.
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GocaTionI MAP
NO 7- TO 6C,44 E
.44
3Z
8Z4
D. S 4 Z
/00/0
SAcv vrE • o o/ 4
------------
co vsr 114e .4c.
c'Ap
.ESC IS T. ,4.C.
CONST. g ",oC,rC. C6F 14Vi l '7
Gu74-1:7A •� ST29�a /D/
4NsT Z',g.C'. P�94/-ovr
N4rll/� _5o/z-
0)
5o/G
32
5<157`
,eluJ
/Z
2
1
J
7r04.5W007W
ORM25-1,BG e• 6611<1 9C2l=
,'---vTCb r 6o
Tf'pfC,4 G SECT/ON ,
fZAN0.4LG A�/ENUE
NOT Td SCALE
ESTIMATE OF QUANTITIES '
------------------------
811 P.C.C.
------------,----------8"P.C.C. Cb. & GUT........... 90 LF
4"P.C.C. SIDEWALK.......'..... 76-1 SF
6" P'.C. C. COMM. DWY............ 4-55SF
2 1/ 2" A. C. O N CONifICT�O NOIIIZ ,SOIL- 95 0 S F
!/,4 R 4C, 3510 sF
,0V11) '7' JI=L To es
PRIVATE ENGINEERS NOTICE TO CONTRACTORS
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES
SHOWN ON THESE PLANS ARE OBTAINED BY SEARCH OF THE AVAILABLE RECORDS.
TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS
SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF
RECORD OR NOT SHOWN ON THESE PLANS.
•AUT. •
klo
CONSTRUCTION NOTES
------------------
CONSTRUCT 8" Cb. & GUT. PER STD No. 101
�2 CONSTRUCT 4" THICK P.C.C. SIDEWALK
O3 CONSTRUCT COMM. DWY. PER STD No. 102-C
® CONSTRUCT 2 1/2 A.C. PVM' T ON COM.nAcTEO �/.9rir/E 5oi�
0 Co.vsT,P0(:5T 1/,},Q 4C. C,qp
RE,44ST,ERED ENGINEER R. E. No. 19233
BENCH MARK: #10
P.K. NAIL IN LEAD NORTHEAST
CORNER OF RANDALL AVE. 8+
CITRUS AVE. 34.86 FT. NORTH
OF NORTHEAST CURB RETURN
ELEV.: 1177.01
GENERAL NOTES
-------------
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE
PLANS AND THE STANDARD SPECIFICATIONS DRAWI-N-GS
OF THE CITY OF FONTANA.
2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE
CITY OF FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO
BEGINNING ANY CONSTRUCTION.
3. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO
ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO
THE PLAN GRADES.
4. AS BUILT PLANS SHALL BE PROVIDED TO THE CITY OF
FONTANA BY THE CONTRACTOR.
5. A FEATHER PAVEMENT CAP FOR UTILITY TRENCHES SHALL
BE PROVIDED PER THE DIRECTION OF THE CITY INSPECTOR.
_
JOHN N. SARRACINO
SIGNATURE R.E.No.19233
IVIL ENGINEER
CHECKED. BY
APPROVED BY _ _
like,
CITY ENGINEER RCE ` �?
DWG NO.
lZS.✓i4
SHE
o�