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EXISTING 8" CURB AND GUTTER -_ = -._ __ -__-. 6 % 7 8 86.13TC,
\ 85.95TC, 85.28FL !��, 5�,=, (85.a� I L) WATER VALVES MATCH EXISTING �
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I I
CD �`' N0. 729865H EXIST. CURB AND GUTTER AND A.C. EXIST. CURB AND GUTTER AND A.C. NO. 729864H
END CONSTRUCTION NEW IMPROVEMENTS BEGIN CONSTRUCTION NEW IMPROVEMENTS
\
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2 C.L. SEVILLE AVENUE P \:��;'
85 4 N.89'044 00 E (PER CITY DWG NO 1404) 3P 2 - - - - -
- - - - \ �S
l}'' )J
\ STA. 4+65.00 SEVILLE AVENUE
-STA 0+00.00 WHEELER AVEN U E
PER CITY DWG. NO. 1404
5'
VARIES: 6"-2' +/-
GRADE TO CATCH DAYLIGHT
AT 1% MIN.
I 2.0%
6 '
e d e4
.. a
e G
I
I
EXIST. GROUND
BENCH MARK:
BM #118
FOUND "X" ON EAST END OF SOUTHEAST
CURB RETURN AT SEVILLE AVENUE AND
SIERRA AVENUE.
ELEV. = 1286.36'
8" CURB O
a'
45'
63
EXISTING 8" CURB AND
GUTTER BEYOND
•e r 1
3 '
� - a 2.0% I ''
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SECTION "A" -"A"
N. T.
BASIS OF BEARINGS:
BEARINGS ARE BASED ON THE CENTERLINE
OF SEVILLE AVE. AS N89'44'00"E BETWEEN
WHEELER ST. AND EMERALD AVE. PER CITY
DWG. NO 1404
Underground Service Alert
Call: 811
WWW.DIGALERT.COM
TWO WORKING DAYS BEFORE YOU DIG
3/8"
°
1 r'
30'
7.33'
I
I
2'
Q
D BY:
DWG. NO.:
. o
c�
CD
z
Iw
EXIST. A.C. PAVING
22.67'
CONSTRUCTION NOTES:
O CONSTRUCT CURB AND GUTTER (8" CURB) PER CITY OF FONTANA STD. PLAN. 1000.
\ CONSTRUCT CONCRETE SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1006.
\ CONSTRUCT 8" THICK PCC (560-C-3250) WITH 6" CRUSHED AGGREGATE BASE OVER 12" MIN. 95%
COMPACTED NATIVE SUBGRADE. CONCRETE TO BE REINFORCED WITH 6X6, #6 WWM.
O4 REMOVE EXISTING CONCRETE SIDEWALK (SEE PLAN FOR LIMITS OF REMOVAL).
O5 REMOVE EXISTING CURB AND GUTTER (8° C.F.). (SEE PLAN FOR LIMITS OF REMOVAL).
O6 REMOVE EXISTING A.C. PAVING. (SEE PLAN FOR LIMITS OF REMOVAL).
O7 COLDPLANE EXISTING A.C. TO A THICKNESS OF 0.10 (WIDTH=24") FOR SMOOTH TRANSITION.
O8 ADJUST EXISTING (ITEM SHOWN ON PLAN) TO FINISH GRADE.
9O CONSTRUCT FULL DEPTH A.C. PAVING (WIDTH=18°) OVER COMPACTED NATIVE SUBGRADE.
10 CONSTRUCT CONCRETE CURB AND GUTTER PER CITY OF FONTANA STD. DWG. NO. 1000.
MODIFY CONCRETE CURB AND GUTTER FOR A 3/8 LIP.
EXISTING IMPROVEMENTS NOTE:
ALL EXISTING IMPROVEMENTS AND UTILITIES ARE TO BE PROTECTED IN
PLACE UNLESS NOTED OTHERWISE ON THE PLAN.
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
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE AND STANDARDS IN EFFECT.
0 5 10 20 30 40
SCALE: 1 INCH = 10 FEETco
o Q�OFESS/pN �
C -D TERESITO N. TABIOLO �
w r*�
Of RCE No. 38826 ;U
� Exp. 3-31 -11 �
�q�, CIVIC �a\�
F
OF
KCT CONSULTANTS, INC.
Civil Engineers - Surveyors - Planners
P.O. Box 5705 Riverside, CA 92517-5705
4344 Latham St., Suite 200, Riverside, CA 92501
Phone: 951-341-8940 Fax: 951-341-8945
e-mail: kctinc@kctconsultants.com
Prepared Under The Supervision Of :
t
12- 0 -a -t -7-f aa_.,�e
Date : Dl -
TERESITO N. TABIOLO R.C.E. 38826 EXP. 03-31-11 W.O.: 1380-0!
CURVE DATA O
D
R=10.00
0=44'30'56"
T=4.09
L=7.77'
HATCH LEGEND:
EXISTING A.C. PAVING TO BE REMOVED
COLDPLANE EXISTING A.C. PAVING (0.10' THICK)
A.C. PAVING (SEE PLAN FOR THICKNESS)
PCC PAVING
CITY OF FONTANA. CALIFORNIA
STREET IMPROVEMENT PLANS
DRAWN BY: PLAN VIEW SCALE:
TT AS SHOWN
DESIGNED BY: SEV I LE A DATE:
� AUGUST 2010
CHECKED BY: APPR214 &
D BY:
DWG. NO.:
4882
2
TY ENGINEER R.C.E. 51152 DATE