HomeMy WebLinkAbout5505-2WLY
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CL 1770
CL 1765
E'LY TC 1770
E'LY TC 1765
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35.00'
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L/41L/4
50
FUTURE IMPROVEMENTS
GARDENS STREET
CURVE
DELTA
RADIUS
Gig ------
TANGENT
C1
L=54.98'
z
54.98'
35.00'
O.c.
89°59'59"
35.00'
L/4
L/4
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50
FUTURE IMPROVEMENTS
GARDENS STREET
N
07 CD M cD
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CV ` 04 /
FUTURE IMPROVEMENTS
6' 5'
G
`LpN\�'���
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-- FLOW
STA. 50+58.73 CL CB
LOCAL DEPRESSION DETAIL
SCALE: 1"=10'
51 5
TOLL FREE 811
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
53
CURVE
DELTA
RADIUS
Gig ------
TANGENT
C1
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'
1
�
89°59'17"
35.00'
54.97'
1
C5
180°00'00"
8.00'
25.13'
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______
--------
--------
N
07 CD M cD
+ M M U
-0 cD Lo
CV ` 04 /
FUTURE IMPROVEMENTS
6' 5'
G
`LpN\�'���
p
-- FLOW
STA. 50+58.73 CL CB
LOCAL DEPRESSION DETAIL
SCALE: 1"=10'
51 5
TOLL FREE 811
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
53
TOP OF FUTURE
EAST CURB
PROFILE
HORIZ 1"= 40'
VERT�11=4'
PLAN 1 "= 40'
SCALE IN FEET
54
TOFF PROP.
WESST= CURB —
3.20%
FUTURE FS ! Lo
AT CL
CYPRESS AVENUE
REVISION DESCRIPTION I DATE I ENGR. I CITY I DATE
55
SCALE: 1 " = 40'
56
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.
EXISTING
-ROUND AT -
_.
TOP OF 1TURE o
EAST CU B-
57
PROP.
URB —
3.20%
3{391%
i
,��_�
UUU ID
BENCH MARK: # 6-7 BASIS OF BEARINGS:
SAN BERNARDINO COUNTY BENCHMARK # 6-7. THE CENTERLINE OF CITRUS AVENUE AS
SHOWN ON RECORD OF SURVEY 3519 TAKEN
A BRASS DISK AT THE SOUTHEAST CORNER OF
CASA GRANDE AVENUE AND SIERRA AVENUE. ASN 01°10'30" W WAS USED AS THE BASIS
OF BEARINGS FOR THIS MAP.
ELEVATION: 1739.006'
O
CD rf-)
O �
Lo w
�— 00 =
B11110
Q W
w
�cf)
<ZZ7_
1795 W'LY TC
1800 CL
1795 CL
1800 nY TC
59
95 E'LY TC
Curve Table
CURVE
DELTA
RADIUS
LENGTH
TANGENT
C1
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'
1
�
89°59'17"
35.00'
54.97'
1
C5
180°00'00"
8.00'
25.13'
-
TOP OF FUTURE
EAST CURB
PROFILE
HORIZ 1"= 40'
VERT�11=4'
PLAN 1 "= 40'
SCALE IN FEET
54
TOFF PROP.
WESST= CURB —
3.20%
FUTURE FS ! Lo
AT CL
CYPRESS AVENUE
REVISION DESCRIPTION I DATE I ENGR. I CITY I DATE
55
SCALE: 1 " = 40'
56
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.
EXISTING
-ROUND AT -
_.
TOP OF 1TURE o
EAST CU B-
57
PROP.
URB —
3.20%
3{391%
i
,��_�
UUU ID
BENCH MARK: # 6-7 BASIS OF BEARINGS:
SAN BERNARDINO COUNTY BENCHMARK # 6-7. THE CENTERLINE OF CITRUS AVENUE AS
SHOWN ON RECORD OF SURVEY 3519 TAKEN
A BRASS DISK AT THE SOUTHEAST CORNER OF
CASA GRANDE AVENUE AND SIERRA AVENUE. ASN 01°10'30" W WAS USED AS THE BASIS
OF BEARINGS FOR THIS MAP.
ELEVATION: 1739.006'
O
CD rf-)
O �
Lo w
�— 00 =
B11110
Q W
w
�cf)
<ZZ7_
1795 W'LY TC
1800 CL
1795 CL
1800 nY TC
59
95 E'LY TC
Curve Table
CURVE
DELTA
RADIUS
LENGTH
TANGENT
C1
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'
-
CONSTRUCTION NOTES
10 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) .
O INSTALL DECORATIVE LED STREET LIGHT- SCE #10184042 (95 WATT, ACTUAL) PER
CITY STD. PLAN NO. 404, CASE 1, CARPINTERIA POLE AND TEARDROP FIXTURE.
O REMOVE EXISTING BARRICADE.
O6 INSTALL 2"x 4 REDWOOD HEADER.
O ADJUST MANHOLE TO GRADE PER CITY STD. PLAN NO. 2000.
O8 CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD. PLAN
NO. 3003, CASE "A", AND DETAIL ON THIS SHEET.
x`r"R"'11V1fC'rr1u"'r.
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
(NMADOLE9302DRAWN
PfITSBURGH AVE., SUffE 230
RANCHO CUCAMONGA, CA. 9V30
BY:
GB
CYPRESS AVENUE
SCALE:
AS SHOWN
PHONE: 909.4M.6322
Engineering Communities for Life FAX 909.481.6320
STA. 50+34.73 TO STA. 58+50
DESIGNED BY:
DATE:
GB
JUNE, 2016
Pylwc�p�, DA ??J�
CHECKED BY:
WLI
APPROV BY:
7/31/2017
DRAWING NO.
5505
2
WE DELL L IWATSURU P. 6 30-
RCE 36637
3
CITY ENGINEE R.C.E. 51152 DATE