HomeMy WebLinkAbout3042-7LEGEND:
BC
BVC
BCR
cL
EC
ECR
EL'Y
EP
EVA
FS
GB
HP
INT
LP
MVC
PCC
PRC
R/W
STA
TC
W
VILY
V
(450,00)
450.00
W
SD
LL
OC
H
BRIANNE LN.
MATCHLINE ti 13+51.30
iz. c� zn on e.re- nrrrT P
BEGIN CURVE 126
BEGIN VERTICAL CURVE
BEGIN CURVE RADIUS PRC
CATCH BASIN 7�
CENTERLINE
END CURVE 4 CL 16' DWY
END CURVE RADIUS 127
EASTERLY
EDGE OF PAVEMENT N8916'513"E
END VERTICAL CURVE �(
FLOW LINE \
FINISHED SURFACE
GRADE BREAK 128
HIGH POINT
INTERSECTION 010
LOW POINT
MIDDLE OF VERTICAL CURVE
POINT OF COMPOUND CURVE
POINT OF REVERSE CURVE
RIGHT OF WAY
STATION
TOP OF CURB
WIDTH
WESTERLY
VERTICAL DEPTH
INDICATES EXISTING ELEVATION
INDICATES PROPOSED ELEVATION
WATER LINE
SEWER UNE
STORM DRAIN LINE
LOT UNE rSA ON CURBHEIGHT
CL INT
10+00.00 ELESA WAY
ELE
CONSTRUCTION NOTES
11 CONST 4' MIN AC OVER 12' OF 95% COMPACTED NATIVE (SEE GENERAL NOTES 31 do 32)
2D- CONST 6' CURB AND GUTTER PER CITY STD PLAN No 1003
33 CONST 4.5" MIN AC OVER 12. OF 95% COMPACTED NATIVE (SEE GENERAL NOTES 31 do 32)
44 CONST RESIDENTIAL DRIVEWAY APPROACH (16' MAX) PER CITY STD No 102
CONST 4" THICK PCC SIDEWALK PER CITY STD PLAN No 1015
6a- CONST CURB RETURN ACCESS RAMP PER CITY STD PLAN No 1006 I
7a- INSTALL STREET LIGHT 5800 LUMEN PER CITY STD No 1016 (SCE17)
8� CONST INLET LOCAL DEPRESSION PER CITY STD PLAN No 121 (W=PER PLAN)
9a- CONST 8' WIDE CROSS GUTTER PER CITY STD No 104
10 REMOVE EXISTING BARRICADE
11 CONST CURB OPENING CATCH BASIN PER APWA STD PLAN No 300-2 (W=PER PLAN)
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CL INT �� CALTRANS R/W \� _ .-•- -rn 111+93.00 WIDGEON WAY
p 16' 10+00.00 WIDGEON WAY ` I 93.52 TC •10 r =12+01.59 BRIANNE LN.
W1' 4 =13+97.12 SIERRA LAKE PKWY ( 93.02 FL ■ N 2 ' 93.64 FL
00 100 SC. CNo
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89'16'53"E �) 93.52 TC ■ N 2 ■ 94.14 TC 1156
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PER PLAN #3033 8 PAD= 14 4 7.3 y�Q d9
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Exp.WIDGEON WAY d
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1492.98 FS _ 1492.85 FS _____-___._- GUTTER LINE F0
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1493.00 FS CURB FACE
1492.90 FS GUTTER LINE
0
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DETAIL "F" -CB#14A
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40 0 40 80
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REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
129 -Co RD D R Aw / ll.) G 311, y N C�
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
U
o
CURVE
ANGLE
LENGTH
RADIUS
TANGENT
A
B
2515'52'
139'47'02'
25.13'
141.50'
57.00'
58.00'
12.77'
158.42'
C
8915'18"
38.94'
25.00'
24.68'
D
90'4442'
39.59'
25.00'
25.33'
E
14116'26' 1
143.01'
58.00'
165.04'
PER PUN #3033 m W 8 o Z B R I A N N E L N.
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p 16' 10+00.00 WIDGEON WAY ` I 93.52 TC •10 r =12+01.59 BRIANNE LN.
W1' 4 =13+97.12 SIERRA LAKE PKWY ( 93.02 FL ■ N 2 ' 93.64 FL
00 100 SC. CNo
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89'16'53"E �) 93.52 TC ■ N 2 ■ 94.14 TC 1156
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Exp.WIDGEON WAY d
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1492.98 FS _ 1492.85 FS _____-___._- GUTTER LINE F0
/ i -CURB FACE 4 � q
SIDEWALK
1493.00 FS CURB FACE
1492.90 FS GUTTER LINE
0
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1 "= 40'
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REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
129 -Co RD D R Aw / ll.) G 311, y N C�
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.
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CITY OF FONTANA, CALFORNIA
o3i
OCTET
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ELESA WAY, WI)MON WAY &
CORI
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1:11:11:117 Hall
reman,Inc.In
❑❑ V A Civil Engineering " Planning - Surveying " Public Works DRAWN BY -
1152 N. Mountain Ave. Ste. 100 - Upland, CA 91786-3669.909-982-7777 MsM
PREPARED UNDER THE IUPERVISION OF: DESIGNED BY:
r / MPK
Col Zl Z CHECKED BY -
HAROLD A. GARCELON R.C.E. 31681 DATE: RLB
DULCINEA LN.
SEE SHEET 6
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CITY OF FONTANA, CALFORNIA
SUMMIT HEIGHTS II
STREET MnOVEMMT PLANS
ELESA WAY, WI)MON WAY &
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TRACT NO.
APTOVED BY
hb/
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CITY ENGINEER R.C.E. 51152
DATE:
GUTTER LINE
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11-09-01
GNO.:: 7
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