HomeMy WebLinkAbout4969-367
MANGO AVENUE
SEE TR. NO. 18820
DWG. NO. 4980, SHEET 7
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MANGO AVENUE I
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SEE TR. NO. 18820-1 ,LU
DWG. NO. 4979, SHEET 4 N
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CONDOR AVENUE
SEE TR. NO. 18820
DWG. NO. 4980, SHEET 3
SEE TR. NO. 18820-1
DWG. NO. 4979, SHEET 2
TERRA VISTA DRIVE
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DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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LOCAL DEPRESSION DETAIL
CASE "B"
SCALE: 1"=10'
W=7'
LOCAL DEPRESSION DETAIL
CASE "B"
SCALE: 1 "=10'
REV. REVISION DESCRIPTION DATE I ENGR. 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.
Curve Table
CURVE
DELTA
RADIUS
LENGTH
TANGENT
C1
89'54'25"
35.00'
54.92'
34.94'
C2
89'59'57"
35.00'
54.98'
35.00'
C3
90'05'35"
35.00'
55.03'
35.06'
C4
89'54'25"
35.00'
54.92'
34.94'
C5
90'05'35"
35.00'
55.03'
35.06'
C6
89'54'25"
35.00'
54.92'
34.94'
C7
90'05'35"
35.00'
55.03'
35.06'
C8
90'00'03"
35.00'
54.98'
35.00'
CONSTRUCTION NOTES
Line Table
LINE
BEARING
LENGTH
L1
N89'32'29"E
248.33'
L2
N89'32'29"E
248.51'
L4
N87'35'28"E
67.00'
10 CONSTRUCT 4.5" AC PAVEMENT (MIN.) OVER 12" NATIVE MATERIAL
COMPACTED TO 95%. (SEE GENERAL NOTES 31 & 32).
O2 CONSTRUCT 8" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000.
O3 CONSTRUCT 8" TO 6" CF P.C.C. CURB TRANSITION
4O CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003.
()CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1006 (WIDTH PER PLAN).
O7 CONSTRUCT CROSS GUTTER PER CITY ST. PLAN NO. 403.
® CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD. PLAN 3003.
9O INSTALL STREET NAME SIGN PER CITY STD. NO. 4003.
10 INSTALL 9,500 LUMEN HPSV STREET LIGHT PER CITY STD. PLAN NO. 404.
11 ADJUST MANHOLE TO GRADE.
12 ADJUST WATER VALVE TO GRADE.
16 INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 6001
BENCH MARK: BM #6-7
BASIS OF BEARINGS:
SAN BERNARDINO COUNTY BENCHMARK
THE BEARING OF N00'35'43"W ALONG
# 6-7. A BRASS DISK AT THE SOUTH-
THE C.L. OF SIERRA AVE., AS SHOWN
EAST CORNER OF CASA GRANDE AVENUE
ON TR. NO. 14500 M.B. 251/70-74,
AND SIERRA AVENUE.
WAS USED AS THE BASIS OF BEARING
ELEVATION: 1739.006'
FOR THIS MAP.
PREPARED UNDER THE SUPERVISION OF:
CITY OF FONTANA, CALIFORNIA
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$ No. 36637 C
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(NMADOLE AVE. SUITE 230
9302PfI CUCAH
RANCHO CUCAMONGA, CA. 91730
PHONE 909.481.6322
)ngineering Com nines for life FAX 909.481.6320
DATE:
OFF—SITE STREET IMPROVEMENT PLANS
DRAWN BY:
CFB
TRACT N0. 18820
TERRA VISTA DRIVE
TA. 15+77.08 STA. 20+02.55
SCALE:
AS SHOWN
DESIGNED BY:
TM/MB
DATE:
NOV. 2012
NECKED BY:
/ TM MB
AP VED ./
7
DRAWING N0.
4969
3
4
L EXP • 6-
RCE 36637
CITY ENGINEER R.C.E. 51152 DAA
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