HomeMy WebLinkAbout692-17 .......... . .......... ..................... ...............................................................
.................... ............
.... ........ ...........• - ....................... . ...... ..
...........
.......... .......................... --------------- ............... ............
.... ............ ... ... .. ....................... ... ........— ................
..... -------------------j —
7
x
C A
-7
R/W
R/W
............ ..... ...............................------------------------ ------------- ........ ----------...................-..........................
.� 'i. --------...................
.... ..........................I.............. .............. ........................................ ............
.. .................. ............................... ..... ..... --------------- ----------------- ---------------- ...............
............ .................................. - ----- ------------
............................................
............—1............. .............. ....... ------- . ........................................
.................... ............................
.......... ... ...................... ........ ....----- ..........................
..................... .............. -------------------- ................................
........................
................................
312
PL
......................
...........................
V�
...........
t.
......................
........ ..
....... .........................
----------------
i . .. , % , / STABILIZED CONSTRUCTIONIt
P(L'.�� -. . 1, ENTRANCE EXIT
............... ...........
x,.............
—1312
............. ...........................
it
111.1--l-N. Am
z".
Lu ..................... ..................................
ij
............. ---------------- .............................................................. ...................................................... LU Lu ... ........ ......... .......
... .....
................ ............ ........... ... .....................
..........
------------------- T>
x ................
....... ..........
LL1
LL1
x
....................
-7
V) ................. ...
PL
PIL Lj Lu
..........
................
....................--------------................... .... 1310
.....................
W
PL
........ ....
..............--------------
.........................................................
1(i
.......................
............ ------- ----- ... ... ............
............... .......... ....................... ...........
................ .......
................................... ................ . . ...........
....... ....... PL
. ......... ......
-3Q13........................................................ ...................................... I -A ....
.......... .......... J/---
............... .............. ................... I—
.................
-------------
A
... ...........
......... —1311 PL
.......... .. ........
............ PL
...... ............... ... ............ x
................................................ ............
.. ..... ............ ...... .....
.......... ............ ..... ... Qn N
....... ........
............. .................................
...............
.............. ....
.............................. ....................................... .... ............ ..............
...............
................................------ .... ....... ..........
... .... ........ ........ .....
..-1310 .............. ...
-------------- . .....
........ ................ .. ..............
.. .. ..
-------------- q ... ........ .......--- ............
\3,,
..........
..... ...........
...........
.......................... ...... ..........
7!
iA
........................................ ............. ...............
w.
............ ..........
.... ....... ................. ........... .......... ....................
..........................................v ' , ..- ...- - . - w: -- - I............
.......... ... ...... ... ................................. ----------- ... ................ ...............
—fA........... .......................... .............
.......... ......... ....
............ ..............
..... .........
........................................ . ....... .... ....... PL
...........................--------------------------- --- ..........
..................
........ ......................
.................................... .................. .. ............. .................
.........
.......... -7�� .. ..
�09
................ --------------------------
.......... ...... ........... ....
............v...............
.................................... ....... i I- =�Iliil.......... ........................... : ; - .............
..............
................
F
..........
..............
........................ ..............
................. ........... ... t . i t
..............
.................................................. ............ ..........................
1308
...... ......... .............................
c ...........
W6
......... .............................................
.................... ....
........... �-W
0 SEE SHEET 19
c c: a)
a) 0
0 a CAUTION1 LOCATION OF EXISTING UTILITIES ON
THESE PLANS ARE APPROXIMATE AND 30 15 0 3. c0 90
cSHALL BE VERIFIED BY CONTRACTOR
o GRAPHIC SCALE 1"--- 30'
c PRIOR TO CONSTRUCTION.
0 c
(D 0
BENCH MARK; REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL ...... UNAUTHORIZED CHANGES' CITY OF LAKE ELSINORE SHEET
CITY OF LAKE ELSINORE BM B-95-56 DIG ALERT COMPLIANCE WITH THE APPROPRIATE
fz MCK ENUNMUNG COMPAJ\TY CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE
OPR RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE
CONDITIONS OF DEVELOPMENT AND/OR , 17
u-2— DESCRIPTION: CHISELED SQUARE CITY AND STATE LAWS,AND HAVE BEEN PLANS ALL CHANGES TO THESE PLANS MUST BE APPROVED GRADING PLANS OF E
ON TOP OF CURB,ELEV - 1274.91 _3 BARRY J. ff Di�D O� pb « FOR
0 COWANCOW N
11� LOCATION: FROM THE APPROXIMATE BEFORE FOUND ACCEPTABLE. N.. C46568 BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. 31 a
INTERSECTION OF COLLIER AVENUE YOU DIQ- E,,,.6-30-07 SCALE: LAKE ELSINORE MARKET PLACE SHEETS
AND CENTRAL AVENUE 66 FEET t
SOUTHWESTERLY ALONG C CENTRAL 1-800-227-2600 CIVIL PREPARED UNDER THE DIRECTION OF: FILE NO.
PIA/1'r — 9
> E
AND NORTHWESTERLY32 FEET TO UNDERGROUND SERVICE ALERT KEN SEUMALO RCE.No.56915 DATE DATE: EROSION CONTROL
CHISELED SQUARE ON Top OF CURB Cal at Nast 2 worKing days prior to exc�ctfng. DESIGNED BY: DB DRAWN BY: DB CH OF c 16 s i
CITY ENGINEER I�A R R"Y1 0-07) DATE
oio
OPPOSITE FIRE HYDRANT CHECKED BY: BJC OWIA .RrCE -C46568(EXP.6-3 1 lootz-
PLOT DATE: 01-MAR-2005 JN 14502