HomeMy WebLinkAbout2902-15LT-._ CURB-
50-
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=11+93.70 MYRTLE LN.
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37
PROPOSED TC
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PROPOSED FS
® CENTERLINE
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PROPOSED TC
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EXIST f NG SURFACE-..':
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PROFILE SCALE
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VERT: 1" : 4'
0
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to
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PI x-40+00.QC EL = 1052.70.
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0
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40' VC
PI 0 41+10.00
EL = 51.02
G2=9.50%
0
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FL TO PIG.
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0.
CURB RETURN
1050.04
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EL_ =_51.02
G2==1.21%
CO
2,59%
38 39
40
41
�.z1x
FL TO PIG
PIG
SEE SHEET 06..
OFFSITE. STREET PLANS)
w
< co
w w
0 CL
0
(0ci
o
F O
W t0
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Seam
LL
LL0
CURB RETURN
5. -L
T. CU -RB
;(SEE SHEET 06
OFFSI-TESTREET PLANS)
42
SCALE: 1"=40'
TAMARIND AVE.
LOT "J"
1257.00
36
49.77
N
SEE 'SHEET 24 FOR
STORM DRAIN LINE "D"
PLAN & PROFILE
50.8
S
50
1 FL
50.7
FS
37
-i
LINE OF SIGHT (TYP)
38
39
8" W
+42.00 ECR
FL
MATCH LINE
80
266
120
GRAPHIC SCALE
267
268
269
270
CURB/CENTERLINE DATA
®
DELTA/BRG
RADIUS
LENGTH
TANGENT
REMARKS
1
90°00'00"
30.00'
47.12'
30.00'
CURB RETURN
2
90°00'00"
30.00'
47.12'
30.00'
CURB RETURN
DIAL
BEFORE
YOU DIG
TOLL FREE
TWO WORKING
DAYS BEFORE
YOU DIG
1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
m
U
00
CO+
REVISION DESCRIPTION
271
U
m
00
CO
CO
+
10
10
D TE
22'
u
14.14
\11+42.00 BCR
LOT "E"
466.58
SEE SHEET 1
143
0
144
145
146
147
22'
ENGR.
03
U
W
O
MYRTLE LN.
O
10
RECORD DRAWING
CITY
a
DATE
UN
BENCH MARK:
EL = 1077.40
CHISELED BOX IN
EASTERLY TOP CURB,
TAMARIND AVE.; 60'
SOUTH OF TAMARIND CT.,
500' SOUTH OF SLOVER
WOOD DRIVE
BASIS OF BEARING&
THE BEARINGS HEREON ARE
BASED ON THE CENTERLINE
OF JURUPA AVENUE SHOWN
AS NORTH 89'03'21" EAST
PER PARCEL MAP NO.
12195, P.M.B.158/28-40;
FOR THE PURPOSE OF THIS
MAP, SAID BEARING HAD
BEEN ROTATED CLOCKWISE
0°00'39" TO NORTH
89°04'00" EAST.
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.
40
148
41
FL
50.02
FL
50.0
F
SIGHT DISTANCE (TYP)
'1""' mom■ 23+0_ 4 65 ECR\
W
CONSTRUCTION NOTES
1
m
1
49.6
F
N00°31'00"W
41+93.48 UNDERWOOD DR
=23+62.07 TAMARIND AVE
CONSTRUCTION INT.
a + N
2 1 Ili I
TAMA ND AVE.
CONSTRUCT 6e MIN. A.C. OVER 12" OF 95% COMPACTED NATIVE SOIL.
(SEE GENERAL NOTES 27 & 28)
CONSTRUCT 8" CURB AND GUTTER'PERITY OF FONTANA STD. DETAIL 1003
CONSTRUCT 5' WIDE CONCRETE SIDEWALK PER C.O.F. STD. 1015
CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA STD. NO. 1006
TRANSITION FROM 6" TO 8" PCC CURB
PLANNING III DESIGN • CONSTRUCTION
11
CONSULTING
PREPARED NDE T
27555 YNEZ ROAD, SUITE 400
TEMECULA, CALIFORNIA 92591-4679
0
FO
RECORD DRAWIN
ENGINEER. 111
4
(SIGNATURE)
(DATE)
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS FOR
TRACT 16074
0
0
0
DRAWN BY:
ORR
RVISION OF:
385
YRTLE LANE
AVE.
CHAEL A. TY
DATE:
NO. 43090 EXP. 3-31-04
CHECKED B
gAnMAT
mizgloo
TING CITY GINEER R.C.E. 51152 DATE:
SCALE
AS SHOWN
JOB NUMBER
15-100187
2902