HomeMy WebLinkAbout5607-5t
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32.595' P.I.- 7.91
25' 25'
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BUSHBERRY AVENUE
SEE SHEET 6
LD CASE "B"
STA. 11+45.00 CL CB TIMBERLAND LANE
LOCAL DEPRESSION DETAIL
SCALE: V=10'
5' 6' W=14' 6' 5'
STA. 11+54.05 CL CB TIMBERLAND LANE
LOCAL DEPRESSION DETAIL
SCALE: V=10'
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42.71'
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L=115.19' O.C-J--�
50W.C.
32.595' P.I.- 7.91
25' 25'
�4M C, U
co o� w
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1.04% '
L
42.71' L=19.20' 50' V.C.
TANGENT O.C. VI=66.90
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10+00
BUSHBERRY AVENUE
SEE SHEET 6
LD CASE "B"
STA. 11+45.00 CL CB TIMBERLAND LANE
LOCAL DEPRESSION DETAIL
SCALE: V=10'
5' 6' W=14' 6' 5'
STA. 11+54.05 CL CB TIMBERLAND LANE
LOCAL DEPRESSION DETAIL
SCALE: V=10'
m
U
J
U
Ln
0
Lo
Lo
11+00
12+0
L=19'.20'
Direction
42.71'
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N79032'55"E
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L=115.19' O.C-J--�
50W.C.
32.595' P.I.- 7.91
25' 25'
�4M C, U
co o� w
co
1.04% '
L
42.71' L=19.20' 50' V.C.
TANGENT O.C. VI=66.90
ULU _i U of
U cNo U oom m -- M W
LU m `nU o� -i o°Oco�o
co ti o o a?
CO O M Ln I-- O CO + CO L",
j + r-- N CO I Lo C0 +
- 0.50%0.841oT
10+00
BUSHBERRY AVENUE
SEE SHEET 6
LD CASE "B"
STA. 11+45.00 CL CB TIMBERLAND LANE
LOCAL DEPRESSION DETAIL
SCALE: V=10'
5' 6' W=14' 6' 5'
STA. 11+54.05 CL CB TIMBERLAND LANE
LOCAL DEPRESSION DETAIL
SCALE: V=10'
m
U
J
U
Ln
0
Lo
Lo
11+00
12+0
%.ri i Un
BASIN
LD CASE "B"
STA. 13+74.50 CL CB TIMBERLAND LANE
LOCAL DEPRESS
SCALE: V=10'
I •
1
TOLL F -INNEENw- 8fl
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
L=19'.20'
Direction
42.71'
PVI=71.67
N79032'55"E
FLOW
FLOW
TANGENT
150' V.C.20'
m
�
W
(�, yg3
45.00
PVI=70.48
5'
6'
W=1�
6'
5'
%.ri i Un
BASIN
LD CASE "B"
STA. 13+74.50 CL CB TIMBERLAND LANE
LOCAL DEPRESS
SCALE: V=10'
I •
1
TOLL F -INNEENw- 8fl
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
WMI1111
TR=-
14+00
�- TR=2.87%
GRASSLAND AVENUE
TIMBERLAND LANE SEE SHEET 9
5' 6' W=14' 6' 5'
�0 �o 11 � 10
CB TIMBERLAND LANE
LOCAL DEPRESSION DETAIL
SCALE: V=10'
REV. REVISION DESCRIPTION I DATE I ENGR. I CITY I DATE
[EL=39.27'
O.C.
LI4 LA L/4 LI4 m
o
WM 67 M
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-j TR=4
L=70.69' ALONG
- CROWN LINE
50' V.C. 10.345'
PVI=70.82
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25' 25' U N W N
10.345'w O
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4.00%
-
L=19'.20'
Direction
42.71'
PVI=71.67
N79032'55"E
O.C.
L2
TANGENT
150' V.C.20'
m
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W
6,
45.00
PVI=70.48
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C6
9.62
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C8
090000'00"
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39.27
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GB I SCL
STA. 10+00.00 0 STA. 19+94.50
JAN. 2017
C / V ��Q
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"�/G DAT
CHECKED BY:
APPROVE Y:
DRAWING NO.
5
WEND L L. IWA SURU
-30- 8
EXP.1-30-(
WLI
� 6/8/17
5607
9
CITY ENGINEER R.C.E. 51152 DATE
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TIMBERLAND LANE SEE SHEET 9
5' 6' W=14' 6' 5'
�0 �o 11 � 10
CB TIMBERLAND LANE
LOCAL DEPRESSION DETAIL
SCALE: V=10'
REV. REVISION DESCRIPTION I DATE I ENGR. I CITY I DATE
[EL=39.27'
O.C.
LI4 LA L/4 LI4 m
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PVI=70.82
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10.345'w O
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4.00%
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L=19'.20'
Direction
42.71'
PVI=71.67
N79032'55"E
O.C.
L2
TANGENT
150' V.C.20'
m
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W
6,
45.00
PVI=70.48
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C3
15.21'_
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19.20
9.62
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C6
9.62
C6
110°00'05"
60.00
115.19
85.69
C7
090°00'00"
45.00
70.69
45.00
C8
090000'00"
25.00
39.27
I I 10.7280%
15+00 16+00 17+00
APPLEWOOD AVENUE
SEE SHEET 8
co
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN
HiF,OEON 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.
71.79 TC;71.29FL
TR=4.50%
-1770 N1LY TC
Line Table
40' V.C.
Direction
Length
PVI=71.67
N79032'55"E
L=115.19' O.C.
L2
20'
150' V.C.20'
25.00
�
W
6,
45.00
PVI=70.48
12.595'
C3
25' c) 25'
6, U
U
ti
C4
�[) W
O�
19.20
9.62
C5
- U o
C) ti
110.00
19.20
9.62
C6
110°00'05"
60.00
115.19
85.69
15+00 16+00 17+00
APPLEWOOD AVENUE
SEE SHEET 8
co
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN
HiF,OEON 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.
71.79 TC;71.29FL
TR=4.50%
-1770 N1LY TC
Line Table
Line #
Direction
Length
L1
N79032'55"E
42.71
L2
N80°27'00"W
42.71
BENCH MARK: # 6-7 BASIS OF BEARINGS:
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
PROFILE
HORIZ 1"= 40'
VERT 1"= 4'
PLAN 1"= 40'
SCALE IN FEET
40 80 120 1
CONSTRUCTION NOTES
1O CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" NATIVE MATERIAL
COMPACTED TO 95%. (SEE GENERAL NOTES 31 & 32).
O2 CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000.
O3 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003.
O CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1006.
O5 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1002. (W=16')
O6 CONSTRUCT CROSS GUTTER PER CITY STD. PLAN NO. 403. (W=8')
O7 CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD. PLAN NO. 3003.
SEE SHEET 10 FOR DETAILS.
O8 INSTALL STREET NAME SIGN PER CITY STD. NO. 4003.
O9 INSTALL STREET LIGHT PER MASTER STREET LIGHT PLAN.
10 INSTALL R-1 STOP SIGN PER CITY STD. PLAN NO. 4003 WITH "STOP" LEGEND.
11 ADJUST MANHOLE TO FINISHED GRADE PER CITY STD PLAN NO. 2000.
12 ADJUST WATER VALVE TO FINISHED GRADE TO THE SATISFACTION OF THE
CITY ENGINEER.
13 INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 6001
14 REMOVE EXIST. BARRICADE
15 APPLY DOUBLE YELLOW STRIPE PER DETAIL 22.
16 APPLY 12" WHITE LIMIT LINE
Curve Table
Curve #
Delta
Radius
Length
Tangent
C1
090°00'00"
25.00
39.27
25.00
C2
090°00'00"
45.00
70.69
45.00
C3
110°00'05"
60.00
115.19
85.69
C4
010°00'02"
110.00
19.20
9.62
C5
010°00'02"
110.00
19.20
9.62
C6
110°00'05"
60.00
115.19
85.69
C7
090°00'00"
45.00
70.69
45.00
C8
090000'00"
25.00
39.27
25.00
ELEVATION: 1739.0061
OF BEARINGS FOR THIS MAP.
1
PREPARED UNDER THE SUPERVISION OF:
�+
CITY OF FONTANA, CALIFORNIA
S%�wq F
IN -TRACT STREET IMPROVEMENT PLANS
= G Z
W 3 C m
MA D O L E
8302 PITTSBURGH AVE., SUITE 230
DRAWN BY:
TRACT N 0. 19961 & 19961-1
SCALE:
No. 36637
RANCHO CUCAMONGA, CA. 91730
DM
AS SHOWN
Exp: 06-30-18
E ineerin Communities for Life
PHONE: 909.481.6322
FAX 909.481.6320
DESIGNED BY:
TIMBERLAND LANE
DATE:
GB I SCL
STA. 10+00.00 0 STA. 19+94.50
JAN. 2017
C / V ��Q
TFOFCAL�F
o0
�`�,�
�
"�/G DAT
CHECKED BY:
APPROVE Y:
DRAWING NO.
5
WEND L L. IWA SURU
-30- 8
EXP.1-30-(
WLI
� 6/8/17
5607
9
CITY ENGINEER R.C.E. 51152 DATE
El