HomeMy WebLinkAbout3226-4Llj
Z_
J
U
Lq
M Q
1---
W I
3 0
V�
LLJ �--
LiJ 0)
V)f
N
Q
F—
V
oG
m
0 5 10 20 30 40 60
lk-77 T-111. -w-'s
ma
0 5 10 20 30 40 - 60
m— - Immommmmmmmmod
did l(Inslid �jc d
R01
DIAL TWO WORKING
BEFORE \\w DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
SEE OWG
--
I\WG 3099 C>
SE.309
COURTDIANTHUS
REV. I REVISION DESCRIPtION
ix I IRMLL a# 0M, Af(M DPA
CONSTRUCTION NOTES:
n PROTECT IN PLACE.
1�2
REMOVE EXISTING PCC, AC, BASE, AND/OR SOIL.
LENGTH TANGENT
O
CONSTRUCT 4 1/2 INCH THICK ASPHALT CONCRETE OVER 12' NATIVE
i 30.00' 89' 58' 18'
47.11' 29.99'
MATERIAL COMPACTED TO 95%.
PLANS PREPARED BY:
O
CONSTRUCT 8 INCH CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NO. 1003.
U6
CONSTRUCT 4 INCH THICK P.C.C. SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1015.
WI LLDAN
O7
COLD MILL 0.1' MIN OF A.C. PAVEMENT AND OVERLAY 0.1' MIN OF A.C. PAVEMENT
AS SHOWN IN TYPICAL SECTION.
®
CONSTRUCT RAMP PER CITY Of FONTANA STD. PLAN NO. 1006.
O9
CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. DETAIL NO. 102.
IMPR4 VE'MEN TS
WIDTH PER PLAN.
10
CONSTRUCT P.C.C. CROSS GUTTER INCLUDING CURB PER CITY Of FONTANA STD. PLAN NO.
105 AND
SS
MODIFIED PER PLAN.
SEE SIGNING AND STRIPING PLAN.
NOTE:
DIFFERENCE IN ELEVATION RELATIVE TO DRAWING NO. 3099:
DRAWN BY:
SC8
DWG 3099 ELEVATION: 1168.20
SCALE
1 = 20 -
PROJECT ELEVATION: 1168.16
RAW
ELEVATION DIFFERENCE: 0.04'
A VENUE
PROJECT ELEVATION + 0.04' - DWG 3099 ELEVATION
e
CURVE TABLE
0 RADIUS DELTA
LENGTH TANGENT
0 30.00' 90' 50' 17'
47.56' 30.44'
i 30.00' 89' 58' 18'
47.11' 29.99'
CE STREET
6�16a')
30' 34'
VARIES VARIES
10'-17') (13'-21') 22'
J
o- EXIST.
i
BASE
VARIES VARIES 1
(2-3X I (2-3X) MIN.) MIh
.... .. . .
a a
a r .
_._.... _..» r .
GRIND 0.10' MIN.
EXIST. PAVEMOT AND
OVERLAY 0.10 MIN.
SECTION G—G
TYPICAL SECTION FOR CATAWBA AVENUE
NOT TO SCALE
2
PROP.
FS hyo
3
VARIES
_2-3X :,
E'LY
R/W
LEGEND1
`�' z z EX RIGHT OF WAY PROP CURB
Ni1�q��g;i�H»»xi»»o.N»»eoxu»Naxx».w
EX DRIVEWAY/RAMP PROP GUTTER
o-- EX TOP OF CURB - - - PROP BERM/DIKE
u.....•.. •..•.•_ EX EDGE OF GUTTER/CONC — — PROP FLOWLINE
EO'� EO
E 'Y ....a::.f.�.... T
r:,;,•,t...._.__ �- �:.I.. �tia;�E - E:t:l-��. �.vw�-�--y-x' ;_cs�t: EOHL .............� EO EX EDGE OF PAVEMENT ti:� ti.a EX MANHOLE
mxom r:.n�mz+.vusnomzmNary:su:aummn aa>,`»a»I diaiaiK iiiaalvei»iViYxYYBiiaiiiia�itl.;3.{;{yi{�a imitlla rnwsAc - •,�i a=N»a:7:1:.:a:Hos -119» MOW" Mw ........ ...... ......... ....... ir^ 1.
...� EX TOE ,`; EX FIRE HYDRANT
�,FX BLOCK WALL EX GAS VALVE
i v ................ ! .......... A
............. Ye r, ::�. `` ". ......».. 1t� 4 a"r ....... ....— ,a� ................... 'fit
EA; 5......., .................. I r, ,. t.. _..... E ........_......... ............. ........ C E• x ................:n :.::,,,....... N, EX FENCE IPA EX WATER VAVLE
,:............... �If ! ................... ....,......a....r!. ��{ ; .................., lA�j ............»..... v. ................... YqP ......... . .............
:.............. __........._ __.._. :........ Lam::........_ .._ E ............ _....... EX ELECTRIC LINE -4- EXISTING POWER POLE
----------------------_..............
f,,,, ,; ...... __ EX GAS LINE EX TREE
A r i........•1`
EX. EP 28�� F ,..re 21 v...........EX CABLE TELEVISION LINE ,...� EX STREET LAMP
A"'
EX WATER LINE
.....,... (`rf� .»._.»..._..., t:a ,`i ...».._.� --? _O ................. (GAS; .......... C.' ,.,' ................., Laf4tJ' .,............... (aL\ri ........,.,.....,, a��+`................. (�Lc
DATE ENCR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED
11.9.3K2 -51 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
STANDARDS IN EFFECT.
BENCHMARK
CITY OF FONTANA BENCHMARK NO. 67-3
PKNAIL IN LEAD 34.36' NORTH .OF NORTH EAST
CURB RETURN OF CITRUS do RANIDALL
J
C),
Lj-J
Zi
L
L -
v J
W
W
Q
ELEV = 1177.01
7:• \JN 13505 \0206SO4.0WG
PLANS PREPARED BY:
CITY OF FONTANA, CALIFORNIA
Q�°f ssi0y9l
WI LLDAN
o
S TREE T
IMPR4 VE'MEN TS
13191 Crossroads Parkway North, Suite 405
q m
Industry, CA 91746-3497
(562) 908-6200
DRAWN BY:
SC8
CA TA WA
SCALE
1 = 20 -
`- No. C042866 ,�
* EXP. 03-31-04
UNDER THE SUPERVISION OF:
A VENUE
DESIGNED BY:
DATE.
�l9 CJ V 1t
Lw Wxlf
SC8
06/19/03
CHECKED 8Y:
APPROVED�Y:
X02 �'--try
' A. jl ?I03
DRAWING NO.: 4
j O���Q Date :
£ or CpL\�c KENNETH J. RUKAVINA
3226 5
CITY ENGINEER
R.C.E. 91 loll- DATE:
KJR