HomeMy WebLinkAbout3538-3CD
-0
E
C3
-2
(X.
r i wriume; m \ u wu \ i z wo \oc yv cn \ i oz t i - i \ i n i oz / i -a" nw. u "u
_4
T
T=
------
---
---------
-------- --- ---
- ---
-7-7'
-----------
4
-----
-
_74
=7
+ - -
=1=4
. . . . . .
-------
A
----- -- �:
--j=
=E
==T=
.... _17 . . . . . .
4
_q
- - --------------
--------
---- - -
-------
-----
4
4
--- - ------. ....
4
-- ------
---------
r-7
-4-
-4-
4�-
7
------ -
4
------ --------
7A-
-- - - --------
PROPOS
:AOVE�-SE
URFACE-----
ER
_Z
. ....
77
__ +
-- --- - ----
-----------
----- - -----
----
- ------
_Z
':'Z -j :::I�:
- - ------- - -
4=
z----
-----
-
4
_z
7
-----
-------- - -----
- - - -
- - - - -
- - -
:4
- - --- - ------
_FUTURE--6Y'-ST0RM
TY_
zDRAIN
-0.7
W7 -N
-----
77777
------
---------
-- -------- -------- --
-------
------ --------
-------
- -----
------
-------
--
-------
-----
—
-----------
--- - --
-----------
---
--- ---
7- '77
==F
.....
. .
7
- - ------
TI
-j 4
-
------------
--------
--- -----
--
77--
F_
T_
--- - - --
-----
. .....
L7
. ...... -
------ -
E
- - -- ---------
_:7,
_F
z
----------------
------
=Z: Z
z
---- -- --- ----
4
--------
--------
------- ---
- -----
----
- ------
------
- ----- _7t
CT�54-
- - ----- -
4
PE01
-------
----
- -----
-----------
4w
11% 0^ VEIT.- 1*- 40
10+ ON,* Z+ 10 14+00
OUR= SCAU
40 0 20 40 80 160
L
TRACT 16271 —1
7
ADANS LANE
I inch 40 ft.
SEE SHEET id
64'
32' 32'
12' 20' 20' . 12'
0%0 3dd ,CC
tj 32 30 36 0%7
Q0
.1. <0
00
C3 FUTURE 60" STORM DRAIN
C:5 co
C5 + + 00
+ U j 00
+ LO
EXISTING
R/W
b L07 wDop
—A
C14
00
—20w B(—W— from
ZSMUC7701V NO A jvda
CM
— — — — — — — — — — — — — — —
(D—CONSTRUCT 8 EXTRA STRENGTH VCP SEWER MAIN
- — -- — -- — -- — -- — -- — -- — --- — --
LO 00,07
C�l CONSTRUCT 48" PRECAST CONCRETE MANHOLE
U') PER C17Y STD. DWG. NO. 112
LO EXISTING WATER LINE—J
00 ADJUST MANHOLE TO GRADE PER CITY STD. 109
;2:1
17 LU CONSTRUCT 60" PRECAST CONCRETE MANHOLE
PER CITY STD. DWG. NO. 112
PROPOSED RIW NOM
12' 18 18 11111 9 SAWCUT AND REMOVE EXISTING AC PAVEMENT. REPLACE AC PAVEMENT
30' 30' TRENCH WIDTH SHOWN OF PLANS ARE TENTATIVE. PER CITY STD. DWG. 131
CONTRACTOR AND INSPECTOR TO HAVE FINAL
60' C1 PROTECT EXISTING CURB & GUTTER IN PLACE
oo CO 40 DECISION ON WIDTH.
6 UL PfAlk MA AVENUE
17! -.0- C;
Lo +
+ +
+ Doculments r 7 e TRACT 16 2 based on information provided by Design Professional, has not verified the accuracy
%iraRFIELD DRIVE
and/or completeness of this information and shall Y!, A 61?
SEESHEET 2 not be responsible for any errors or omissions fP
may be incorporated herein as a result
BASSIS OF BEA M7GS.-
THE BASIS OF BEARING IS THE CENTERLINE OF MILLER AVENUE SHOWN AS DATE
N89*59'42V, 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
SHOM CO3NSTE(=0,1 OF REQLWM
JIMPROWT.M� NOT COMI=M WMM
PREPARED FOR.
BENCIUMM
Prepared By:
'ESS/0
ALLARD ENGINEERING 4,q
\V
111Mly f1VF0N'rANA, #I A
%01 it %PJL A im %orILIFORNIA
SEWER IMPROVE MENT
AAWVVWVVVVV0t0A&#~
TWO YMS OF TM DATE OF AMOVAL
SHOM f MEREON AND CAR -212D FOMW JIV A
it L -In. Strathm Greep
it
B.M. ;361, SPIKE IN NORTH FACE OF
P.P. 1536697E 0 S.W. CORNER OF
BASELINE AVENUE AND SULTANA AVENUE
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
No. 43976 rn
KPLAN
DRAWN BY.
AE
TRACT NO. 16271-1
SULTANA AVENUIF.
S CALE:
1`40'
DIA NG
DJUG—MMT IIANA= IM Cff Y ENGF4M MAY
Irvine, CA 92612
Fontana, California 92335 M
Exp. 6/30/05
14=.
30 t S%Y OF NOM AVENM TO
DESIGNED BY.
DATE.
BE YOU DIG
YOU DIG
IMQMZ 1MVISIONS TO TM PLAMS TO
(949) 833-1554 ext.226
0 356-1815 Fax (909) 356-1795
AE
t SLy Of VXLM AVENW
DECEMBER, 2003
ED M.
I.,
APPR D BY:
DRAWING NO.:
BMNG THM IWO C01WOMPMCE V=
(949) 833-7853
17- -101
David S. Haininer, E.C.E. 43976 Date
1-800-227-2600
CO3MMONTS MM STAMAM EV S9MCT
0 CAL\�
ml
17,
_01EVATION.- 1365.01
(expires 6/30/2005)
35
291�F,4
ft,
LO Iq
CITY ENGI EER_ R.C.E. 51152
r i wriume; m \ u wu \ i z wo \oc yv cn \ i oz t i - i \ i n i oz / i -a" nw. u "u