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HORIZ. 1 40'
VERT. 1 =4
R/W 12 14 U- 01Cj-j 16 17 0) 18
10 11 13 1 j 15
CURVE TABLE 18' TO CL 1 79 00 0 �- LL- -U-)
A
Number
Delta
Radius
Length Tangent
A
92*01'10"
35.00'
56.21' 36.26'
B
99*38'42"
35.00'
60.87' 41.45'
C
24*24'28"
218.00'
92.87' 47.15'
D
25*58'48"
200.00'
90.69' 46.14'
E
23*24'26"
182.00'
74.35' 37.70'
F
04'18'43"
182.00'
13.70' 6.85'
G
04'18'43"
200.00'
15.05' 7.53'
H
04'18'43"
218.00'
16.41' 8.21'
1
41 *07'09"
218.00'
156.45' 81.77'
1
41007'09"
200.00'
143.53' 75.01'
K
41 *07'09"
182.00'
130.62' 68.26'
L
07*00'31 "
225.00'
27.52' 13.78'
M
05*40'45"
225.00'
22.30' 11.16'
N
05*58'26"
697.00'
72.67' 36.37'
0
03*33'01"
693.00'
42.94' 21.48'
P
180*00,00"
2.00'
6.28' --
LEGEND:-
H.P.
HIGH POINT
T. C.
TOP OF CURB ELEVATION
F. S.
FINISHED SURFACE ELEVATION (Aq
A
F. L.
FLOW LINE ELEVATION
SHEET MATCH LINE
TRACT BOUNDARY / PROPERTY LIN[
0
DIRECTION OF FLOW
EXISTING SPOT ELEVATION
G. B.
GRADE BREAK
0. C.
ON CURB
B. C.
BEGIN CURVE
E. C.
END OF CURVE
P. R. C.
POINT OF REVERSE CURVE
P. C. C.
POINT OF COMPOUND CURVE
B. V. C.
BEGIN VERTICAL CURVE
E. V. C.
END OF VERTICAL CURVE
M. V. C.
MIDDLE OF VERTICAL CURVE
W
WATER LINE
S
SEWER LINE
REMOVE EXISTING A.C. PAVEMENT
CONST. 5" A.C. OVER 12" COMPACI
CONSTRUCTION NOTES
-
01 CONST. 4" MIN. A.C. OVER 6" A.B. *FIN
2 CONST.
6" CURB & GUTTER PER CITY C
4" THICK P.C.C. SIDEWALK (W=4
A�,(�)-CONST.
I/ A
CONST.
6 " CURB ONLY PER CITY OF FO
&CONST. CROSS GUTTER WITH #4 BAR @
IN GUTTER PORTION. (SIZE PER PLAN)
6 CONST. ACCESS RAMP PER CITY OF FOt
&CONST. CURB INLET LOCAL DEPRESSION
DETAIL 121.
SAWCUT, REMOVE & REPLACE EXISTING
9 REMOVE EXISTING 8" CURB & GUTTER.
10 RELOCATE EXISTING WATER METER PER
PP-kAr)\/P' FYIq INlr, TPFFq f1wou"sw wwwwww .. . . - -... - . ... . - .. 1.
CONST. DRIVEWAY APPRACH (MAX. 16') PER CITY OF FONTANA STD. DETAIL 102.
'@-INSTALL 5800 LUMEN COBRAHEAD CUT-OFF LUMINARE, MOUNTED ON A "MARBLE LIGHT"
STANDARD. MOUNTING HEIGHT SHALL BE 25'
( 14 CONST. 51/" AC. OVER 12" COMPACTED NATIVE SOIL. *FINAL SECTION TO BE DETERMINED
D --AFTER ROaH 6RADING.
,,,,,@-REMOVE EXISTING 6" MEDIAN CURB
,/I,- RELOCATE EXISTING TRAFFIC SIGN
'&-INSTALL 22,000 LUMEN COBRAHEAD CUT-OFF LUMINARE, MOUNTED ON A "MARBLE LIGHT"
STANDARD. MOUNTING HEIGHT SHALL BE 25'
,!A@ -REMOVE EXIST STREET LIGHT BY EDISON
NOTE:
SOME GRADE ELEVATION VALUES ARE
ABBREVIATED. WHERE AN ABBREVIATED
GRADE OCCURS, ADD 1200 TO THE
VALUE TO OBTAIN THE ACTUAL ELEVATION.
REMOVE EXISTINO STREET LIQNT 11\1 MED)AN
W. LIBER7Y PAPKWAY
P,EMOVE CONSTRUCTION NOTE /3 TO
ST. LICTHT @ 78+71-45
ADD NOTE 19
AJ9e J " fieca.- J Oea w.-',na N f-II1 410
REVISIONS
M FM W//W-w X -M I
'9 1-1-0-2 1 ;�"
F-114VIA 1j. %al I I
APPROVAL I DATE I APPROVAL I DATE
F E S
L 90
0
co -7
rn
No. 24573
Exp. 12/31 /01
CIVI\-
0 FF" C
moor �DRAWN BY
& meman Inc. I
RLM
IDESIGNED BY
mor.. Civil Engineering - Planning - Surveying - Public Works DLB & RLM
545 N. Mountain Ave. Ste. 106 Upland, CA 91786-9997 - (909) 982-7777 CHECKED BY
PREPARED UNDER THE SUPERVISION OF: QLB
�JOB NO.
6-14 - 11 5195
RICHARD L. BOWMAN R.C.E. 24573 DATE:
%.101 1 1 %.1; 1 1 \.j 1 -4 1 r-% 1 -4 r-% , \..0 f -% L- I I \./ I N 1 14 1 r-%
STREET IMPROVEMENT PLANS
FOR
TRACT NO. 15959 & -1
LONGSTREET LANE
SCALE:
HORIZ: 1" 40'
VERT: 1 It 49
DATE:
1/21/99
DR. NO. SHT. NO.
PROVED .9/7/P2 01M
CITY ENGINEER R.C.E. No. 25126 26wiv 4 OF 4
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