HomeMy WebLinkAbout3432-2C)
0
N
CC
0
CLEVELAND DRIVE
SEE CITY DWG NO. 3537
64
32' 32'
o = w C,-)20 20' v
olC4% 61 N �, a6
U'' 1
w + M n N
EXISTING EDGE OF PAVEMENT FUTURE CURB do GUTTER v I o z EXISTING 8 SEWER PER N " � ,+� EXISTING R/W
FUTURE SIDEWALK R N m CITY DWG NO. 1158 17+63.16 BCR ) "' 17+63.08 ECR SID ALK
1315.68 TC z 1316.04 TC
LOT "A! o LOT Xr
U
t W
III
It
zea
®a
M ¢
I�w
°�_
N m
, 00
CN
AM =0'=-U
FUTURE CURB do GUTTER
FUTURE SIDEWALK
EXISTING 8' SEWER PER
CITY DWG NO. 1158
1 10
I., Al L L -4el
—L L0
--- 9 ��20 M 2p0
N 1 ' 22
N00'01'12'WEXISTING E�E OF
N P -<L C\L STREET PAVEMENT ® 10't -EFT
gg LINE OF SIGHT p�� /���
WMA 1901 15 L� &OW 3901 1V! "0 +
EXISTING IMPROVEMENTS N
EXISTING 8' WATER 18+13.12 CLEVELAND DR.= PER CITY DWG NO. 3175
EXISTING FIRE HYDRANT 22+78.46 LIME AVENUE
1315.50 FS
MILLER AVENUE
PER CITY DWG NO.1290
? I1
W 44'
``' W 12' 32
C-4'* 1 11 1
of ao
o epi
L,_�-'- IX. AC BERM
o / I
o I
EXISTING 8' WATER w I) EXISTING CURB do GUTTER
LO EXISTING R/W ZoZ
" WWW
EXISTING CURB do GUTTER rn o II IXISTI G R/W/
NSM
+ M
RECORD
"
LIME AVENUE
¢�
rand/or
ecord Documents have beer, S
r v�oer s,��o��
information provided by others. 1'tie �o,\Os• HA Fye
rofessional has not verified the accuracy
mpleteness of this information and shallNo.a3s7s
sponsible for any errors or omissions °`P' 6j30107
y be incorporated herein as a result *GARFIELD DRIVE
CFUTURE IMPROVEMENTS
q�OFC
60' to
DATE n
w o IX. EASEMENT o
ME
��� z PROPOSED 8" 3018' 1830' EX EASEMENT UTILITY EASEMENT
z 3 CURB do GUTTER c�i ce '— Z 3
Q o N =o o ^ PER DWG N0. 3537 ^ a m o o v� ~ PROPOSED 8'
EXISTING 25CW4' UTILITY EASEMENT °D �' ao 18 co 0) LO "' 0 1 m rn Loi, CURB dt GUTTER
W C� LL = U a0 o co o N f- U
4; I.rn EXISTING R o "' �' "' v W �_ PER DWG NO. 3537
0o a N EXISTING 20 WATER ao v co C10 CA- n ^ SIDEWALK � •"o'IIJ SIDEWALK N ±
�? - o Q o o 14+93.16 BCR 1 b� 1 14+93.02 ECR EXISTING 20" WATER
°� K; o+ z ro FUTURE CURB do GUTTER LO 00o FUTURE SIDEWALK 1309.03 TC z 1309.12 TC
+ v) z � w :-' p ± o+^ '� 1 ( FUTURE SIDEWALK ti
o�oco 04 61 -- �1 —�°°'� -- -- ��Q— — ��Q— -- �Q— I LOT "F" LOT — 0
—,7 —�—
40:1 TAPER—M 0
747/ 5'ccLLJ
2 1 3 2 200' `� ' 200' `� C\L STREET
-EXIPAVEMESTING EDGE OF 3 1 N 2 = W
— --- -- --- — -- — `1' `� PER CITY DWG NO 3433 —----------------
LINE OF SIGHT ------- - - - - ------ -- --- -- -- — - -- ---- --O
FUTURE 66" - - - - - � ��� ' '��,. �• - - - — - - - �"- - - - 0
LOT 2C(� LOT V cs
O
STORM DRAIN ,ri ,r; o o I V� m 8-
+ + + + + j I 10+49.82 ECR 10+49.79 BCR PROPOSE 8 SEWER EXISTING R/W w I ¢ ap
FUTURE SIDEWALK ^ ao ao rn v� 0 1303.37 TC 1303.47 TC PER CITY DWG NO. 3538 o o Y FUTURE SIDEWALK
EXISTING 8 CURB z __j
0°0 do GUTTER ¢ o m
+v o EXISTING R/W
7 � I 1 36 34 33 32 9 31 30 0 00 U o
GUTTER CURB o• 2' 20 o c � a N^ W
+ 32' 32' 2 v -od `o z
MILLER AVENUE 64 ,' 5'
,� PER CITY DWG NO. ADAMS LANE , A.cROPO/ESED MIN. MIN. o
' w W SEE CITY DWG NO. 3537 FUTURE R/W SULTANA AVENUE
N I ETY R/W — —� -
FUTURE CURB do GUTTER � o rD(ISTING
FUTURE SIDEWALK E'LY R/W SAWCUT ANDAGCN PMEivTOEXISTING R/W 22 REMOVE EXISTING
W EXISTING EDGE OF PAVEMENT I FUTURE 64' I AC PAVEMENT A.C. PAVEMENT (RNID OVERLAY
> �� ;51 I R/W I 32' 32' (MIN. 0.1' THICKNESS)
— 0 — —1 J 64' 1 TYPICAL PAVEMENT JOIN DETAIL
Z Q 1 12' 20' 20' 12' N.T.S.
=W - n 0 32' 32'
t/'1 FUTURE 17.5' 20' 12' FUTURE 17.5' EXISTING IMPROVEMENTS
V I IMPROVEMENTS EXISTING IMPROVEMENTS
~ 0 N 1 3 FUTURE 66' STORM DRAIN C\L I 8.5'f 9 f IMPROVEMENTS
O 2 I 7.5'f 10'f
tsgiE�
o ------
5' I I 1' 5' LEGEND:
I 0.5 1.
(MIN.) (MIN. 1.08%- I 0.5' 1 (MIN.) (MIN.) 0 INDICATES PROPOSED A.C. PAVEMENT GRAPHIC SCALE
_ 2� 3.25%
EXISTING R/W o - _ VARIX .2Z. _ 2X 52%- ®INDICATES REMOVE EXISTING A.C. PAVEMENT ,o o ,o eo neo
FUTURE SIDEWALK W iZ LOU -I6-1 up r4
_ — — — _ 3.80% —
c1q 44 1. '1 - ®INDICATES OVERLAY EXISTING A.C.PAVEMENT
EXISTING CURB do GUTTER oo ( _ — I1 -
APN tt8-364-01 C6� 12 MT. s\w I — -- MT. S\w I - / _ _ _ (IN REN
�� 2 3 1b&w 40 f.
Qv FUT. C&G 1
FUT. CdcG� :
II I TYPICAL SECTION 2 3
SULTANA AVENUE MILLER AVENUE SULTANA AVENUE TYPICAL SECTION CONSTRUCTION NOTES
PER CITY DWG N0.1290
NTS � (SEE GENERAL NOTE 31v�MEM)' (MIN) OVER 12' OF 95X COMPACTED NATIVE SOIL
TWa5 NTS
71=652O- SAWCUT AND REMOVE EXISTING AC PAVEMENT PER TYPICAL PAVEMENT JOIN, DETAIL HEREON
BASIS Of BEARINGS:3�-
THE BASIS OF BEARING IS THE CENTERLINE OF MILLER AVENUE SHOWN AS GRIND AND OVERLAY EXISTING AC PAVEMENT PER TYPICAL PAVEMENT JOIN, DETAIL HEREON
N89'59'42'W, PER RECORD OF SURVEY, RECORDED IN BOOK 60 OF SURVEYS,
PAGE 77, OFFICIAL RECORDS OF THE COUNTY OF SAN BERNARDINO.
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE �-�-�•'� Prepared By:
0 ULD SHOCONMMMON OF REQIRRED BENCHMARK �._..__ Q�oFESs,CITY OF FONTANA, CALIFORNIA
IMPROVEMENTS NOT Co AENCE WITHIN PREPARED FOR: O ALLARD ENGINEERING ��0A�0 S MqM ��,
LwY CITY OF FONTANA BENCHMARK N0. 36,. � �, P �F ti SULTANA &LIME AVENUE STREET WIDENING
TWO YEARS OF THE DATE OF APPROVAL St(itllll (�,n O Civil Engineering - Land Surveying - Land Planning O G�
SHOWN HEREON AND CARRIED FORTH IN A ''�'"" RAILROAD SPIKE IN NORTH FACE OF POWERPOLE 8253 Sierra Avenue �' 7- DRAWN BY: IMPROV ENT PLAN SCALE:
DIL.KMT MANNER, THE CITY ENGINEER MAY 2201 Dupont Drive, Suite 300 �' No. 43976 m AE 1'=40'
DIAL TWO WORKING Irvine, N0. 1536697E AT THE SOUTHWEST CORNER OF Fontana, California 92335 w SULT LIME AVENUE
CA 92612 BASELINE AVENUE AND SULTANA AVENUE a Exp. 6/30/05 DESIGNED BY: AVE - FR 11NLLER AVE TO 3314 S"LY DATE:
BEFORE DAYS BEFORE REQUIRE REVISIONS TO THE PUNS TO * * AE
(909) 356-1815 Fax (909) 356-1795 UNA AVEC OM AVE TO '1351 S'LY APRIL, 2004
Y ❑ U DIG YOU DIG (949) 833-1554 ext.226 l J,� \�.
BRING THEM INTO CONFORMANCE WITH (949) 833-7853 - 6-1-0
C 1 v I �� CHECKED BY: APP ED Bl DRAWING NO.: Z
TOLL FREE 1-800-227-2600 CONDITIONS AND STANDARDS IN EFFECT David S. Hammer, A.C.E. 43976 Date FCF CAL%F� �-
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT RLeCpRO OrP,�I W/N� ' ► ,.c 10•1i• ELEVATION: 1365.01 (expires 6�Or�005) mI � CITY E GINEER R.C.E. 51152 3432 2
Filename: m:\dwg\12908\street\widening\16271-1-STW02.dwg