HomeMy WebLinkAbout5501-41730
1725 SLY
121
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0.72%
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0.86% - ;
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04 EEF: 0. C.
CYPRESS AVENUE
a
1735 N'LY TC
CSC
-EXIST. `MOUND 1735 SLY TC
i;
CASA GRANDE AVENUE
TOLL FREE "qmmmmw- 811
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. I REVISION DESCRIPTION
DATE I ENGR. I CITY I DATE
1730 SLY TC
WVWD)
,1736.4
213 & GUTTER
�� 1734.6
�12_
r— — — 7 —
42" WATER
I.V.M.W.D.)
-----------
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN
HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY
ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM
INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.
0
I I
w
Q
U
Un
c
PROFILE
HORIZ T'- 40'
VERT 11""= 4' c
PLAN 1 "= 40'
SCALE IN FEET
-0 :0 120 11
11111111
M
CONSTRUCTION NOTES
0 CONSTRUCT 6.5"(MIN.) AC PAVEMENT OVER 12" NATIVE MATERIAL
COMPACTED TO 95% PER CITY STD. PLAN NO. 401.
O2 CONSTRUCT 8" CURB FACE P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000.
O3 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1006 (W=6').
O5 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003.
O6 ADJUST MANHOLE TO GRADE PER CITY STD. PLAN NO. 2000.
O ADJUST WATER VALVE TO GRADE.
O9 CONSTRUCT MIN. 0.10' A.C. PAVEMENT OVERLAY (5' MIN. WIDE); FEATHER FOR
SMOOTH JOIN. SAW -CUT MIN. V WIDE ALONG EXIST PAVEMENT EDGE.
10 INSTALL DECORATIVE LED STREET LIGHT - SCE # 10184042 (95 WATT ACTUAL) PER CITY
STD. PLAN NO. 404, CASE 1; CARPINTERIA POLE AND TEARDROP FIXTURE.
11 CONSTRUCT BARRICADE PER CITY STD. PLAN NO. 4000.
16 RELOCATE EXISTING WATER LINE & APPURTENANCES PER SEPARATE PLAN (BY OTHERS).
17 ADJUST EXISTING MWD MANHOLE TO GRADE UNDER MWD SUPERVISION. 36" MANHOLE
FRAME & COVER WITH MWD LOGO TO BE INSTALLED PER MWD DETAIL (SHEET STP -288).
18 CONSTRUCT DRIVEWAY APPROACH (W=16') PER CITY STD. PLAN NO. 1002.
19 CONSTRUCT ENHANCED CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003.
AND DETAIL ON SHEET 1.
BENCH MARK: # 6-7
BASIS OF BEARINGS:
DELTA
SAN BERNARDINO COUNTY BENCHMARK # 6-7.
THE CENTERLINE OF CITRUS AVENUE AS
TANGENT
A BRASS DISK AT THE SOUTHEAST CORNER OF
SHOWN ON RECORD OF SURVEY 35/9 TAKEN
C:
CASA GRANDE AVENUE AND SIERRA AVENUE.
AS N 01'10'30" W WAS USED AS THE BASIS
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----------
----------
----------
PREPARED UNDER THE SUPERVISION OF:
------
QROF ESQ/pN
�i
-----------
------
-----
ONMADOLE
----------
----------
DRAWN BY:
----------
----------
W 3 No. 36637 C m
------
-------
DM
Of �
Exp: 06-30-18
PHONE
Engineering Communities for life FAX 909.481.6320
•
�i
---------
C l V �
FUFCAL�FO
DATA Z l
CYPRESS AVENUE
a
1735 N'LY TC
CSC
-EXIST. `MOUND 1735 SLY TC
i;
CASA GRANDE AVENUE
TOLL FREE "qmmmmw- 811
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. I REVISION DESCRIPTION
DATE I ENGR. I CITY I DATE
1730 SLY TC
WVWD)
,1736.4
213 & GUTTER
�� 1734.6
�12_
r— — — 7 —
42" WATER
I.V.M.W.D.)
-----------
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN
HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY
ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM
INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.
0
I I
w
Q
U
Un
c
PROFILE
HORIZ T'- 40'
VERT 11""= 4' c
PLAN 1 "= 40'
SCALE IN FEET
-0 :0 120 11
11111111
M
CONSTRUCTION NOTES
0 CONSTRUCT 6.5"(MIN.) AC PAVEMENT OVER 12" NATIVE MATERIAL
COMPACTED TO 95% PER CITY STD. PLAN NO. 401.
O2 CONSTRUCT 8" CURB FACE P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000.
O3 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1006 (W=6').
O5 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003.
O6 ADJUST MANHOLE TO GRADE PER CITY STD. PLAN NO. 2000.
O ADJUST WATER VALVE TO GRADE.
O9 CONSTRUCT MIN. 0.10' A.C. PAVEMENT OVERLAY (5' MIN. WIDE); FEATHER FOR
SMOOTH JOIN. SAW -CUT MIN. V WIDE ALONG EXIST PAVEMENT EDGE.
10 INSTALL DECORATIVE LED STREET LIGHT - SCE # 10184042 (95 WATT ACTUAL) PER CITY
STD. PLAN NO. 404, CASE 1; CARPINTERIA POLE AND TEARDROP FIXTURE.
11 CONSTRUCT BARRICADE PER CITY STD. PLAN NO. 4000.
16 RELOCATE EXISTING WATER LINE & APPURTENANCES PER SEPARATE PLAN (BY OTHERS).
17 ADJUST EXISTING MWD MANHOLE TO GRADE UNDER MWD SUPERVISION. 36" MANHOLE
FRAME & COVER WITH MWD LOGO TO BE INSTALLED PER MWD DETAIL (SHEET STP -288).
18 CONSTRUCT DRIVEWAY APPROACH (W=16') PER CITY STD. PLAN NO. 1002.
19 CONSTRUCT ENHANCED CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003.
AND DETAIL ON SHEET 1.
BENCH MARK: # 6-7
BASIS OF BEARINGS:
DELTA
SAN BERNARDINO COUNTY BENCHMARK # 6-7.
THE CENTERLINE OF CITRUS AVENUE AS
TANGENT
A BRASS DISK AT THE SOUTHEAST CORNER OF
SHOWN ON RECORD OF SURVEY 35/9 TAKEN
35.00'
CASA GRANDE AVENUE AND SIERRA AVENUE.
AS N 01'10'30" W WAS USED AS THE BASIS
------
----------
----------
----------
PREPARED UNDER THE SUPERVISION OF:
------
QROF ESQ/pN
-----------
------
-----
ONMADOLE
----------
----------
DRAWN BY:
----------
----------
W 3 No. 36637 C m
------
-------
DM
Of �
Exp: 06-30-18
PHONE
Engineering Communities for life FAX 909.481.6320
------
----•
---------
C l V �
FUFCAL�FO
DATA Z l
----------
WEN LL L. W T8URU EXP. 1
—
-- --- 1 :
R.C.E. 36637
SURFACE
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CYPRESS AVENUE
a
1735 N'LY TC
CSC
-EXIST. `MOUND 1735 SLY TC
i;
CASA GRANDE AVENUE
TOLL FREE "qmmmmw- 811
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. I REVISION DESCRIPTION
DATE I ENGR. I CITY I DATE
1730 SLY TC
WVWD)
,1736.4
213 & GUTTER
�� 1734.6
�12_
r— — — 7 —
42" WATER
I.V.M.W.D.)
-----------
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN
HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY
ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM
INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.
0
I I
w
Q
U
Un
c
PROFILE
HORIZ T'- 40'
VERT 11""= 4' c
PLAN 1 "= 40'
SCALE IN FEET
-0 :0 120 11
11111111
M
CONSTRUCTION NOTES
0 CONSTRUCT 6.5"(MIN.) AC PAVEMENT OVER 12" NATIVE MATERIAL
COMPACTED TO 95% PER CITY STD. PLAN NO. 401.
O2 CONSTRUCT 8" CURB FACE P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000.
O3 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1006 (W=6').
O5 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003.
O6 ADJUST MANHOLE TO GRADE PER CITY STD. PLAN NO. 2000.
O ADJUST WATER VALVE TO GRADE.
O9 CONSTRUCT MIN. 0.10' A.C. PAVEMENT OVERLAY (5' MIN. WIDE); FEATHER FOR
SMOOTH JOIN. SAW -CUT MIN. V WIDE ALONG EXIST PAVEMENT EDGE.
10 INSTALL DECORATIVE LED STREET LIGHT - SCE # 10184042 (95 WATT ACTUAL) PER CITY
STD. PLAN NO. 404, CASE 1; CARPINTERIA POLE AND TEARDROP FIXTURE.
11 CONSTRUCT BARRICADE PER CITY STD. PLAN NO. 4000.
16 RELOCATE EXISTING WATER LINE & APPURTENANCES PER SEPARATE PLAN (BY OTHERS).
17 ADJUST EXISTING MWD MANHOLE TO GRADE UNDER MWD SUPERVISION. 36" MANHOLE
FRAME & COVER WITH MWD LOGO TO BE INSTALLED PER MWD DETAIL (SHEET STP -288).
18 CONSTRUCT DRIVEWAY APPROACH (W=16') PER CITY STD. PLAN NO. 1002.
19 CONSTRUCT ENHANCED CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003.
AND DETAIL ON SHEET 1.
BENCH MARK: # 6-7
BASIS OF BEARINGS:
DELTA
SAN BERNARDINO COUNTY BENCHMARK # 6-7.
THE CENTERLINE OF CITRUS AVENUE AS
TANGENT
A BRASS DISK AT THE SOUTHEAST CORNER OF
SHOWN ON RECORD OF SURVEY 35/9 TAKEN
35.00'
CASA GRANDE AVENUE AND SIERRA AVENUE.
AS N 01'10'30" W WAS USED AS THE BASIS
OF BEARINGS FOR THIS MAP.
ELEVATION: 1739.006'
PREPARED UNDER THE SUPERVISION OF:
QROF ESQ/pN
ONMADOLE
DRAWN BY:
9302 PITTSBURGH AVE., SUITE 230
W 3 No. 36637 C m
RANCHO CUCAMONGA, CA. 91730
909.481.6322
DM
Of �
Exp: 06-30-18
PHONE
Engineering Communities for life FAX 909.481.6320
DESIGNED BY:
s�qT PCHECKED
SL
C l V �
FUFCAL�FO
DATA Z l
BY:
WEN LL L. W T8URU EXP. 1
WLI
R.C.E. 36637
Curve Table
CURVE
DELTA
RADIUS
LENGTH
TANGENT
C9
90°24'10"
35.00'
55.22'
1 35.25'
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
CASA GRANDE AVENUE
STA. 121+00.00 TO CYPRESS AVENUE
APPROVED BY:
7/31 /2017
CITY ENGINEER R.C.E. 51152 DATE
SCALE:
AS SHOWN
DATE:
MAY 2016
DRAWING NO. 4
5501 4
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