HomeMy WebLinkAbout5607-7TOLL FREE -Iqmmmmmp- StIl
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
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Length
Tangent
46
45
44
43
25.00
42
090°00'00"
25.00
39.27
25.00
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18.76
C4
016°35'50"
528.05
152.96
77.02
C5
199°21'22"
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LL
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
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INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 6001
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14
REMOVE EXIST. BARRICADE
15
APPLY DOUBLE YELLOW STRIPE PER DETAIL 22.
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Curve Table
Curve #
Delta
Radius
Length
Tangent
46
45
44
43
25.00
42
090°00'00"
25.00
39.27
25.00
C3
019°21'22"
9
37.16
18.76
C4
016°35'50"
528.05
152.96
77.02
C5
199°21'22"
40.00
139.18
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1LL
O9
INSTALL STREET LIGHT PER MASTER STREET LIGHT PLAN.
LL
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
m
TRACT N0.1996��'
w N
INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 6001
14
REMOVE EXIST. BARRICADE
15
APPLY DOUBLE YELLOW STRIPE PER DETAIL 22.
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Of C-4
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RED
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SEE SHEET 4
SPRUCE
COURT
Curve Table
Curve #
Delta
Radius
Length
Tangent
C1
090°00'00"
25.00
39.27
25.00
C2
090°00'00"
25.00
39.27
25.00
C3
019°21'22"
110.00
37.16
18.76
C4
016°35'50"
528.05
152.96
77.02
C5
199°21'22"
40.00
139.18
234.55
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.
0
� SCALE: 1 " = 40'
SCALE IN FEET
■-.-.
_:-:-
CONSTRUCTION NOTES
�@ PIL 9
1O
CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" NATIVE MATERIAL
/ ST. . LIGHT
COMPACTED TO 95%. (SEE GENERAL NOTES 31 & 32).
O2
CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000.
�TR. BNDRY.
O3
CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003.
TRA T N0.1%61
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')
3Q
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
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 0110'30" W WAS USED AS THE BASIS
ELEVATION: 1739.0061 1
OF BEARINGS FOR THIS MAP.
PREPARED UNDER THE SUPERVISION OF: CITY OF FONTANA, CALIFORNIA
OFESS/
w�T<1�c�
(r MA D O L E IN -TRACT STREET IMPROVEMENT PLANS
g302 PITTSBURGH AVE., SUITE 230 DRAWN BY: TRACT NO. 19961 & 19961-1 SCALE:
W 3 No. 36637 m RANCHO CUCAMONGA, CA. 91730
1 PHONE 909.481.6322 DM SPRUCE
SHOWN
Exp: 06-30-18 E ineeri Commumti s for Life FAX 909.481.6320 DESIGNED BY: SPRUCE COURT DATE:
0') C V 1 ��P GB / SCL STA. 10+00.00 TO STA. 12+53.83 JAN. 2017
TFCFCAL�F-� �U%�� DA CHECKED BY: APPPPROVFD BY: DRAWING NO.
NEND LL L. I AT URU EXP. P-30118 WLI NG ,� 6/8/17
CITY ENGINEER R.C.E. 51152 DATE 5607 g
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