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BENCH MARK: # 6-7
SAN BERNARDINO COUNTY BENCHMARK # 6-7.
A BRASS DISK AT THE SOUTHEAST CORNER OF
CASA GRANDE AVENUE AND SIERRA AVENUE.
ELEVATION: 1739.006'
BASIS OF BEARINGS:
THE CENTERLINE OF CITRUS AVENUE AS
SHOWN ON RECORD OF SURVEY 3519 TAKEN
AS N 01°10'30" W WAS USED AS THE BASIS
OF BEARINGS FOR THIS MAP.
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A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
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115
pALE: 1 " = 40'
116
PROTECT IN-PLACE
EXIST. 36" GAS LINE
CITRUS
DATE I ENGR. I CITY I DATE
1755 MEDIAN CUR
U
117
118
AVENUE
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.
5' 5'
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CATC H BAS I N
6' 5'
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STA.115+5623 CL C.B.
LOCAL DEPRESSION DETAIL
SCALE: 1"=10'
Curve Table
CURVE
DELTA
RADIUS
LENGTH
TANGENT
C1
90°51'03"
35.00'
55.50'
35.52'
C2
89°08'57"
35.00'
54.46'
34.48'
C3
j 180°00'00"
j 7.00'
j 21.99'
j -
Exp: 06-30-18 *
Engineering
Communities for L'fe FAX 909.481.6320
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116
PROTECT IN-PLACE
EXIST. 36" GAS LINE
CITRUS
DATE I ENGR. I CITY I DATE
1755 MEDIAN CUR
U
117
118
AVENUE
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.
5' 5'
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W=28'
CATC H BAS I N
6' 5'
2.4
`G `C,
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16 16lb
STA.115+5623 CL C.B.
LOCAL DEPRESSION DETAIL
SCALE: 1"=10'
Curve Table
CURVE
DELTA
RADIUS
LENGTH
TANGENT
C1
90°51'03"
35.00'
55.50'
35.52'
C2
89°08'57"
35.00'
54.46'
34.48'
C3
j 180°00'00"
j 7.00'
j 21.99'
j -
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(NMADOLE
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9 0
302 PITTSBURGH AVE., SUffE 23
DRAWN BY:
No. 36637 C
RANCHO CUCAMONGA, CA. 91730
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PHONE 909.481.6322
DESIGNED BY:
Exp: 06-30-18 *
Engineering
Communities for L'fe FAX 909.481.6320
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PROFILE
HORIZ 1"= 40'
VERT 1 "= 4'
PLAN 1 "= 40'
SCALE IN FEET
80 120 160
CONSTRUCTION NOTES
1O CONSTRUCT 6.5"(MIN.) AC PAVEMENT OVER 12" NATIVE MATERIAL
COMPACTED TO 95% PER CITY STD. PLAN NO. 401.
O CONSTRUCT 8" CURB FACE P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000.
O3 CONSTRUCT 8" CURB FACE P.C.C. CURB ONLY PER CITY STD. PLAN NO.1000.
4O CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1006 (W=6').
O5 CONSTRUCT LOCAL DEPRESSION (CASE PER PLAN) PER CITY STD. NO. PLAN 3003.
O6 CONSTRUCT 10' WIDE CROSS GUTTER PER CITY STD. PLAN NO. PLAN 403.
O7 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO.1003.
O8 ADJUST MANHOLE TO GRADE PER CITY STD. PLAN NO. 2000.
( ADJUST WATER VALVE TO GRADE.
11 COLD PLANE EXIST. PAVEMENT FOR MIN. 0.12' A.C. PAVEMENT OVERLAY; FEATHER FOR
SMOOTH JOIN. SAW -CUT MIN. 1' WIDE ALONG EXIST PAVEMENT EDGE.
12 INSTALL DECORATIVE LED STREET LIGHT - SCE # 10184043 (165 WATTS) PER CITY
STD. PLAN NO. 404, CASE 1, CARPINTERIA POLE AND TEARDROP FIXTURE.
13 CONSTRUCT 8" TO 6" CURB FACE TRANSITION
14 REMOVE EXISTING AC PAVEMENT.
15 REMOVE EXISTING POWER POLE AND UNDERGROUND EXISTING OVERHEAD FACILITIES.
16 PROTECT IN PLACE EXISTING STREET LIGHT, ETC. AS SHOWN.
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
SCALE:
CITRUS AVENUE AS SHOWN
DATE:
STA. 111+00 Tp STA. 116+50 APRIL, 2016
APPRO-V BY: DRAWING NO.3
6/8/17
5493 3
CITY ENGINEER R.C.E. 51152 DATE
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J:\126-2350\street\ST03A-Citrus.dwg, 4/24/2017 9:48:50 AM, DWG To PDF.pc3