HomeMy WebLinkAbout5499-3W'LY TC 1760
W'LY TC 1755
IIIIIIIIIIIIIII
CL 1760
—
--MM
3
--w•--�w----------------------- - .. ----------- • • -
LWAI1IIIIIIIIIIIIIIIIIII LU
EAST CURB
----------------------r�mrr>t i----- ------- -Lij
CO CD
--------------—-------------- • _— o --
--�
—-------r�------------------ —-------�
1 46 47 48 49
PROP. SIDEWALK
O
NO
O
w +-
c� �
FUT.
/� �/ � SCALE: 1 " = 40'
EH31:'
F U � U MD E
TOLL FREE 811
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
50
FUTURE IMPROVEMENTS
GARDENS STREET
FUTURE IMPROVEMENTS
51
5
_ cn
w
LLJ
O
LIJ
•
—1780 C
0
Curve Table
CURVE
DELTA
RADIUS
LENGTH
TANGENT
C 1
----
35.00'
--
35.00'
-------
89°59'59"
----
---
35.00'
C3
90°00'43"
-------
54.99'
35.01'
C4
89°59'17"
35.00'
54.97'
34.99'
C5
180°00'00"
8.00'
25.13'
-
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'
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OF FUTURE—
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ST CUR
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--w•--�w----------------------- - .. ----------- • • -
LWAI1IIIIIIIIIIIIIIIIIII LU
EAST CURB
----------------------r�mrr>t i----- ------- -Lij
CO CD
--------------—-------------- • _— o --
--�
—-------r�------------------ —-------�
1 46 47 48 49
PROP. SIDEWALK
O
NO
O
w +-
c� �
FUT.
/� �/ � SCALE: 1 " = 40'
EH31:'
F U � U MD E
TOLL FREE 811
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
50
FUTURE IMPROVEMENTS
GARDENS STREET
FUTURE IMPROVEMENTS
51
5
_ cn
w
LLJ
O
LIJ
•
—1780 C
0
Curve Table
CURVE
DELTA
RADIUS
LENGTH
TANGENT
C 1
90,00,01"
35.00'
54.98'
35.00'
C2
89°59'59"
35.00'
54.98'
35.00'
C3
90°00'43"
35.00'
54.99'
35.01'
C4
89°59'17"
35.00'
54.97'
34.99'
C5
180°00'00"
8.00'
25.13'
-
CYPRESS
BY:
AVENUE
9302 PfITSBURGH AVE., SUffE 230
GB
BENCH MARK: # 6.7
BASIS OF BEARINGS:
DESIGNED BY:
GB
DATE:7k/17
CHECKED BY:
WLI
WE DELL L IWATSURU EXP. 6 -18
RCE 36637
SAN BERNARDINO COUNTY BENCHMARK # 6-7.
THE CENTERLINE OF CITRUS AVENUE AS
A BRASS DISK AT THE SOUTHEAST CORNER OF
SHOWN ON RECORD OF SURVEY 3519 TAKEN
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'
REV. I REVISION DESCRIPTION I DATE I ENGR. I CITY I DATE
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.
MADOLEDRAWN
BY:
9302 PfITSBURGH AVE., SUffE 230
RANCHO CUCAMONGA, CA. 91730
GB
Engineering Communities for Life
PHONE: 909.481.6322
FAX 909.481.6320
DESIGNED BY:
GB
DATE:7k/17
CHECKED BY:
WLI
WE DELL L IWATSURU EXP. 6 -18
RCE 36637
PROFILE
HORIZ 1_"= 40
VE
PLAN 1 "= 40'
SCALE IN FEET
40 80 120 160
CONSTRUCTION NOTES
10 CONSTRUCT 6.5" ( MIN.) AC PAVEMENT OVER 12" NATIVE MATERIAL
COMPACTED TO 95% PER CITY STD. PLAN NO. 401.
+ 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 N0. 1006 (W=6� .
O4 INSTALL DECORATIVE LED STREET LIGHT - SCE #10184042 (95 WATT, ACTUAL) PER
CITY STD. PLAN NO. 404, CASE 1, CARPINTERIA POLE AND TEARDROP FIXTURE.
O5 CONSTRUCT 8" P.C.C. CURB ONLY PER CITY STD. PLAN NO. 1000.
O CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003.
O ADJUST MANHOLE TO GRADE PER CITY STD. PLAN NO. 2000.
O8 CONSTRUCT BARRICADE PER CITY STD. PLAN NO. 4000.
O9 INSTALL 2"x 4" REDWOOD HEADER.
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
CYPRESS AVENUE
STA. 46+00 TO STA. 50+34.73
w T - 7/31/2017
R.C.E. 51152 DATE
SCALE:
AS SHOWN
DATE:
APRIL, 2016
DRAWING NO. 3
5499 3
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