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VICINITY MAP
N.I:S.
CYPRESS AVENUE
- - mmm
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No. 32077
C�
gro u p incorporated
• civi I vVineors land planners land surveyors
2325 n. take w"aw , alsadena, ea. 94004
(818)398-0039
GORDON N. POWERS R.C.E. 32077 DATE
CITY OR FONTANA 9 CALIFORNIA
Drawn by: Scale
---
STREET PLAN a PROFILE
Traced. by: INDEX SHEET Date:
Cocked by: Dr. No.
e. City en ineer RG L5 2t�'& A 1
W-0. 0z
i
UUNSTRUCT 8" CURB AND GUTTER CALTRAM STD. DWG.
gKmTITIEj
1.
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE
NS -A TYPE 112-8.
180 L.F.
STANDARDS OF THE CITY OF FONTANA, PUBLIC WORK DEPT. CITY
_
STANDARDS SPEC'S 1995 AND CALTRANS AND THE STD. SPECS. POR PUBLIC;
2 .
CONSTRUCT FULL PARKWAY CONCRETE SIDEWALK ZZ-"
WORKS CO"TRAXTIOX v 1952 IDITION WITH CURS ADDENDA.
FROM �X'`�
2 l 03 4 S . F .
2.
A► PERMIT FROM THE CITY OF FONTANA AND- CALTRAN4 IS REQUIRED PRIOR
3.
SAW -CUT EXIST. A.C. PAVEMENT AND CONSTRUCT TO
TO THE START OF ANY WORK. THE CONTRACTOR IS RESPONSIBLE FOR
JOIN NEW CURB AND GUTTER PER CALTRANS
OBTAINING ALL NECESSARY PERMITS.
SPECIFICATI=S . ( LIMIT PER TYPICAL GRC"TION) .
184 LOT.
4.
REMOVE EXISTING CURB
175 L.P.
3.
k
ADEQUATE STAKINS SMALL BE SET BY Tft ZMGINMM TO ZNABU TAE
CONTRACTOR TO WORK TO THE PLAIT GRADE.
5.
CONSTRUCT 4" MINIMUM CLASS 2 AGGREGATE BASE
4.
"AS BUILT"_ PLAN SHALL BE SUBMITTED TO -THE CITY BY THE- CONTRACTOR.
UNDER THE NEW PAVEMENT INCLUDING A NEW CURB
�
AAD GUTTER. -
10012 S.F.
3 .
TRAFFIC SIGN'S TO BE PLACED ACCORD TO STATE STI DS . FOR SIGN
CONSTRUCT WHEEL CHAIR RAMP PER CALTRANS STD.
PLAPMENT. TRAFFIC STRIPING PLANS WILL M PFX)VIDCD BY ENGINZI M.
y
DWG. NS -B CASE E.
1 EACH
6.
STRUCTURAL SECTION TO BE DESIGNED FOR A.T.I. OF 8.5 ON TIM
TRAVELED WAY AND, A.T.I. 6.0 ON THE SHOULDER.
7 .
FZAT� AVEN A. C. PAYMENT ' TS� TRANSITION*
I
T.
-- - - -
ALL PIPEL1XM, POLES, METERS, VALVES, HYDRANTS,
8 .
FILL WITH A. C. FLUSH WITH CURB AND GUT'S
g
IRRIGATION STRUCTURES, WHETHER OR NOT THEY ARE INDICATED ON
DRAINING TO STREET fit" PER FOOT
405 S.F.
PLANSr BUT WITHIN THE LIMITS OF THIS WORK, SHALL BE RELOCATZO AT
9.
CONS UC"3' GRATE OPENING INLET STRUCTURE PER
NO COST TO THE CITY OF FONTANA. iT IS THE CONTRACTOR'S
RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED, BEFORE THE
CALTRAN9 STD DiiiIG. D.74 TYPE GO
1 EACH
BEGINNING OP CONSTRUCTIO O
0 ►
CONSTRUCT 18" O__CMP TO TLE I2=_._FMST1NG
I.
ALL WORIE WI' KIN TNIC STATIC RIOMMY RZG'!! -0r-WRT MMLL SR TO STATE
24" ¢ C.M.P.
40 L.F.
STIANDARDS.
_
CONSTRUCT'- 2� it A. C. _ PAVEMENT _R�f z?Y "'� :.763 SO F.
9.
A.C. PAVING TO HAVE STERILANT UNDERNEATH.
10.
ALL UTILITY COMPANIES SHALL BE GIVER 48 HOURS NOTICE PRIOR TO
WORK AROUND IR ^QILITIZS G _ - ----------- -- -
_ _
11.
CONTRACTOR TO INSTALL PAVEMM HARKING, AND STRIPING AS RZQUIM
CONSTRUCTION
NOTES FOR CYPRESS BOULEVARD
BY CITY ENGINEER.
OUANTITIE F
12;
CONTRACTOR SIULLL NOT OP RATZ ANY MAID LINE WATER VALVE.
D
CONSTRUCT 80 CURS AND GUTTER PER CITY STD.
e
I
13.
IF EXISTING OR ANY OTHER FACILITIES COMMICT WITR TRE P top"
DETAIL 101.199
I,, F.
IMPROVEMENTS s WORK SHALL STOP AND THE ENGINEER NMIFIED
IMMEDIATELY.
gA�'f!' AND CONSTRUCT __ _
SA* CUT EXISTING A.C. k - -
r
t
TG J01* MEN CURB AND SER.
199 L. F *
' 14.
ALL MATERIALS AND MTHODB TO HZ SUBJECT TO THE APPROVAL OF THE
CITY F44GINEEMO
3 .
REMOVE EXISTING CURB AND GUTTEIR.
199 L. F.
15.
ALL UTILITIES MIST EZ INSTALLED RIC -FORE CONSTRUCTION OF STRM
4.
CONSTRUCT A.C. PAVEMENT.
�J
398 S.F.
IMPROVEMENT.
TTRUtT DRIVE1AY APPROACH PER CITY M. M.
/
NO . 102 =C. W/r# AdWhVaM OF 6'1 sWgffy &4C&A c1 ag" r
1 NACK
6.
CONSTRUCT 4' WIDE 4" THICK CONCRETE SIDEWALK -
PER•CITY STANDARD 105A.
995 S.F.
8.
ExisT-
CONSTRUCT 4" MINIMUM CLASS 2 AGGREGATE BASE
i-
UNDER THE NEW PAVEMENT INCLUDING A NEW CURB AND
GUTTER.
398 S.F.
9 .
FEATHER OVER A.C. PAVEMENT FOS SMOT9 TRANSITION.
- - mmm
iml -
� -mm
Q�
No. 32077
C�
gro u p incorporated
• civi I vVineors land planners land surveyors
2325 n. take w"aw , alsadena, ea. 94004
(818)398-0039
GORDON N. POWERS R.C.E. 32077 DATE
CITY OR FONTANA 9 CALIFORNIA
Drawn by: Scale
---
STREET PLAN a PROFILE
Traced. by: INDEX SHEET Date:
Cocked by: Dr. No.
e. City en ineer RG L5 2t�'& A 1
W-0. 0z