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No. 36637
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AS SHOWN
Exp: 06-30-18
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SCALE:
No. 36637
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DM
5' 51W 6' 5'
STA. 11+32.26 CL CB APPLEWOOD AVENUE
TOLL FREE 811
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
LOCAL DEPRESSION DETAIL
SCALE: V=10'
REVISION DESCRIPTION
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Length
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SCALE:
No. 36637
� �
� RANCHO CUCAMONGA, CA. 91730
DM
AS SHOWN
Exp: 06-30-18
PHONE: 909.481.6322
Eng eering Communitie for ife FAX: 909.481.6320
DESIGNED BY:
APPLEWOOD AVENUE
DATE:
PROP. SEWER�`L
GB I SCL
161 7 °' 18
PROP. WA ETR 12 1 12
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APPLEWOOD AVENUE
Curve Table
Curve #
Delta
Radius
Length
Tangent
C1
010°00'02"
w
19.20
N m
C2
010°00'02"
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15
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AS N 01°10'30" W WAS USED AS THE BASIS
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ELEVATION: 1739.006'
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Curve Table
Curve #
Delta
Radius
Length
Tangent
C1
010°00'02"
110.00
19.20
9.62
C2
010°00'02"
110.00
19.20
9.62
DATE I ENGR. I CITY I DATE
Line Table
Line #
Direction
Length
L1
N10027'05"W
42.71
L2
N09°33'00"E
42.71
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.
L=39.27'
CROWN LINE
O.C.
50' V.C.
o
COMPACTED TO 95%. (SEE GENERAL NOTES 31 & 32).
O2 CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000.
PVI=04.34
INSTALL R-1 STOP SIGN PER CITY STD. PLAN NO. 4003 WITH "STOP" LEGEND.
LA
LA
LA
LA
10.345' 25' � 25'
C
ADJUST MANHOLE TO FINISHED GRADE PER CITY STD PLAN N0. 2000.
m
U
ADJUST WATER VALVE TO FINISHED GRADE TO THE SATISFACTION OF THE
O CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1006.
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BENCH MARK: # 6-7
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SAN BERNARDINO COUNTY BENCHMARK # 6-7.
THE CENTERLINE OF CITRUS AVENUE AS
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CASA GRANDE AVENUE AND SIERRA AVENUE.
AS N 01°10'30" W WAS USED AS THE BASIS
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ELEVATION: 1739.006'
OF BEARINGS FOR THIS MAP.
PREPARED UNDER THE SUPERVISION OF:
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CITY OF FONTANA, CALIFORNIA
SS/wq
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W= G Z
3 C m
MAD OLE 9302 PITTSBURGH AVE., SUITE 230
DRAWN BY:
L=70.69' ALONG
L=115.19' O.C.
50' V.C.
L=19.20' PVI=04.15 32.595'
O.C. 42.71' 32.595' 25' U 25' 0
30' V.C. TANGENT > M 05 w o w M
PVI=00.38 4.20' m N °° C's o o
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19+00
CROWN LINE
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50' V.C.
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COMPACTED TO 95%. (SEE GENERAL NOTES 31 & 32).
O2 CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000.
PVI=04.34
INSTALL R-1 STOP SIGN PER CITY STD. PLAN NO. 4003 WITH "STOP" LEGEND.
10.345'
O3 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003.
10.345' 25' � 25'
C
ADJUST MANHOLE TO FINISHED GRADE PER CITY STD PLAN N0. 2000.
m
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ADJUST WATER VALVE TO FINISHED GRADE TO THE SATISFACTION OF THE
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03.52 TC;03.02 FL
BENCH MARK: # 6-7
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50' V.C.
L=19.20' PVI=04.15 32.595'
O.C. 42.71' 32.595' 25' U 25' 0
30' V.C. TANGENT > M 05 w o w M
PVI=00.38 4.20' m N °° C's o o
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PROFILE
HORIZ 1"= 40'
VERT 1"= 4'
PLAN 1"= 40'
SCALE IN FEET
40 80 1
CONSTRUCTION NOTES
CEDAR VIEW LANE
O CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" NATIVE MATERIAL
O9
o
COMPACTED TO 95%. (SEE GENERAL NOTES 31 & 32).
O2 CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000.
SEE SHEET 2
J
INSTALL R-1 STOP SIGN PER CITY STD. PLAN NO. 4003 WITH "STOP" LEGEND.
LL C
C
O3 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003.
N
ADJUST MANHOLE TO FINISHED GRADE PER CITY STD PLAN N0. 2000.
JOf
MO
ADJUST WATER VALVE TO FINISHED GRADE TO THE SATISFACTION OF THE
O CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1006.
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CITY ENGINEER.
0M
13
23
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APPLY DOUBLE YELLOW STRIPE PER DETAIL 22.
000
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PROP. RIW m o
03.52 TC;03.02 FL
BENCH MARK: # 6-7
BASIS OF BEARINGS:
SAN BERNARDINO COUNTY BENCHMARK # 6-7.
THE CENTERLINE OF CITRUS AVENUE AS
S 19
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m m
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PROFILE
HORIZ 1"= 40'
VERT 1"= 4'
PLAN 1"= 40'
SCALE IN FEET
40 80 1
CONSTRUCTION NOTES
O CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" NATIVE MATERIAL
O9
INSTALL STREET LIGHT PER MASTER STREET LIGHT PLAN.
COMPACTED TO 95%. (SEE GENERAL NOTES 31 & 32).
O2 CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000.
10
INSTALL R-1 STOP SIGN PER CITY STD. PLAN NO. 4003 WITH "STOP" LEGEND.
O3 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003.
11
ADJUST MANHOLE TO FINISHED GRADE PER CITY STD PLAN N0. 2000.
12
ADJUST WATER VALVE TO FINISHED GRADE TO THE SATISFACTION OF THE
O CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1006.
CITY ENGINEER.
O5 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1002. (W=16')
13
INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 6001
O6 CONSTRUCT CROSS GUTTER PER CITY STD. PLAN NO. 403. (W=8')
14
REMOVE EXIST. BARRICADE
O7 CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD. PLAN NO. 3003.
15
APPLY DOUBLE YELLOW STRIPE PER DETAIL 22.
SEE SHEET 10 FOR DETAILS.
16
APPLY 12" WHITE LIMIT LINE
O8 INSTALL STREET NAME SIGN PER CITY STD. NO. 4003.
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
ELEVATION: 1739.006'
OF BEARINGS FOR THIS MAP.
PREPARED UNDER THE SUPERVISION OF:
�+
CITY OF FONTANA, CALIFORNIA
SS/wq
IN -TRACT STREET IMPROVEMENT PLANS
W= G Z
3 C m
MAD OLE 9302 PITTSBURGH AVE., SUITE 230
DRAWN BY:
TRACT N 0. 19961
SCALE:
No. 36637
� �
� RANCHO CUCAMONGA, CA. 91730
DM
AS SHOWN
Exp: 06-30-18
PHONE: 909.481.6322
Eng eering Communitie for ife FAX: 909.481.6320
DESIGNED BY:
APPLEWOOD AVENUE
DATE:
GB I SCL
STA. 10+00.00 TOSTA. 19+66.83
JAN. 2017
CVL ��Q
TFOFCAL\F
•�
DA I
CHECKED BY:
APPROVED Y:
DRAWING NO.
8
END LL L. IW T URU EXP. -30 8
WLI
6/8/17
5607
9
CITY ENGINEER R.C.E. 51152 DATE