HomeMy WebLinkAboutPacket 11-21-06
~;
MEDICAL
DRIVE
SHOPPS
THE PROPOSED SITE IS LOCATED AT 154 MEDICAL DRIVE, CARMEL, INDIANA
(39"57'32"N & 86"07'26"W W6584/NAD83). THE PROJECT CONSISTS OF CONSTRUCTION OF
A COMMERCIAL BUILDING THAT WILL PROVIDE SPACE FOR GENERAL OFFICES, PROFESSIONAL OFFICES
AND RETAIL SALES & GENERAL SERVICES. THE SITE IS BOUNDED BY MEDICAL DRIVE TO THE SOUTH,
A DAY CARE FACILITY TO THE WEST, A RACKET CLUB TO THE NORTH AND A PRESCHOOL TO THE EAST.
o
~ iv. ~U
~ ~ r== /-~DD \CA'"" "'"
'Jr ~ ~DC
PROJECT LOCATION D rue i fli
..'.,
E. 116TH STREET
il
~
I
CARMEL
~
~
~
~
!~
'0
'-.
i ~
~ ~
~ ,
~ g
. !fji
::;': .
;; :ro
~:8 .
~~~~
aG:D-Q
PROJECT AREA MAP
SCALE = 1" = 500'
E. 116 TH STREET
l!Ji
CERTIFIED
/,
Ij;h ,'"
''1': ~
~"(!
I~Vy ~ qftQ
'0
~ v 2000
VCS"
PLANS PREPARED FOR:
CITY OF CARMEL
DEPARTMENT OF COMMUNITY SERVICES
ONE CIVIC SQUARE
CARMEL, INDIANA 46032
PLANS PREPARED BY:
VS ENGINEERING, INCa
4275 North High School Road Indianapolis, Indiana 46254
vsel@vsenglneerlng.com www.vsenglneerlng.com
Phon.: (317) 293-3542 Fax: (317) 293-4737
DATE
BHAGWAN C. PATEL P.E.
INDIANA REG. NO. 16003
,
,
/
[!j(;). ~!N. H~H~~O~ ~.~D~N~O~I~I~/NAI ~~;
-I [I] TEL. (317) 293-3542 FAX: (317) 293-4737
DRAWN BY:
TEB
SITE AERIAL
MEDICAL DRIVE SHOPPS
SCALE:
HOR.: NONE
VER.: NONE
DA TE: OCT. 5, 2006
PROJECT NO.
06-2366
DRAWING NO.
REVISIONS
DESIGN BY:
NJR
CHECKED BY:
BCP
.
APPROVED BY:
C.Jl~CEL C.Jl1(CE
p.JlCILlrrry
q O(f)(f) .Jl1((f)
SCJ{OOL
----
~
LANDSCAPING SHOWN FOR CONCEPTUAL
PURPOSES ONLY. SEE LANDSCAPING DETAIL
SHEET FOR LANDSCAPE LOCATIONS
AND SPECIES.
REVISIONS
!T ~~N. H~H~~O!~.~D~N~O~~I~/NAI~S;
[;] [I] TEL. (317) 293-3542 FAX: (317) 293-4737
DRAWN BY:
TEB
COLOR LA YOUr
MEDICAL DRIVE SHOPPS
SCALE:
HOR.: NONE
VER.: NONE
DA TE: OCT. 5, 2006
PROJECT NO.
06 2366
DRAWING NO.
DESIGN BY:
NJR
CHECKED BY:
BCP
.
APPROVED BY:
Proposed ~tai{ Center I SCHEME 3
Medical Drive CarmeL Indiana
@
i;
Front Elevation
~
Left Side Elevation
No Scale 111.07.16
Right Side Elevation
Carmel Care Center
Instr. 119609645478
~
/'
~
Weesix, LLC
Instr 00200052674
~
~
!
~
,
~o
~"
j~
~~
~
"8
~
2
.
i ~
~~ ~
8~ 8
i~":;}
~~!i
~ !~ 1
~~~~
Woodland Housing Partners, LLC.
DR. 341, Pg. 97
teblack
REVISIONS
DESIGN BY:
NRJ
TOPOGRAPHIC SURVEY
SCALE:
HOR.:
VER.:
DATE:
1" = 20'
NA
8/28/06
DRAWING NO.
i~ ~!, !!"~<!!~~!~~~J^ I~,~.
-100 TEL. (317) 293-3542 FAX: (317) 293-4737
DRAWN BY:
TEB
C3mO
CHECKED BY:
APPROVED BY:
BCP
MEDICAL DRIVE SHOPPS
PROJECT NO.
06-2366
. .
, '
. .
~
~
~
~
~
%0
~..
!5
Irl
~"
/;
1
~
i
! ~
~~ :
~~ ~
3-D. ~
~8i!i
~1;1
~~~~
%~
%'>1
%;:;
%/:
~~
%;:1
%~
%%
~a
~~
%/;
%~
%~
%~
%
%
~~
%:;1
~~
!~ ~ I
~~~
~/. ~
~~%
~~~I
%~
%:%
~~
%/:
ELECTRIC % /1
SERVICE
~/;
0"////////////f~ I
_ _ _ _____ __ _ ___ ~/.L/LUL/LUd..A
'2'x'2'x6" CONCRETE DUMPSTER
PAD W/ 6' HIGH SLATTED WOOD FENCE
," TOP RAIL
6"x6" WOODEN POST (TYP.)
'"x4" FENCE BOARD (TYP.)
s'
;.,
r-
N
10' SETBACK UNE
I I I
I I I I
I I I I
2"x3" STRINGERS I Co
I I I I
I I I I
I
in
;., N
CONCRETE
ENCASEMENT
SLATTED WOOD FENCE DETAIL
SCALE: NONE
5.5' SIDEWALK
EASEMENT
r====- ,
~
'r-l?: TRENCH FOR WATER
AND SANITARY UTILITY
CONNECTIONS
LEGEND
@ LINE, PAINT, 4", WHITE
<ID LINE, PAINT, 4", BLUE
@ PAVEMENT MARKING, SYMBOL, HANDICAP
~ PLANTING AREAS IN SIDEWALK
\
\
PARKING SUMMARY
REO'D. PARKING SPACES 35
PROVIDED PARKING SPACES 38
REO'D. ADA SPACES 2
PROVIDED ADA SPACES 2
REVISIONS
I(#). ~!? N. ~H~C!~~~D~!!~~N!!A 1~5~.
-I [IJ TEL. (317) 293-3542 FAX: (317) 293-4737
DRAWN BY:
TEB
LAYOUT PLAN
SCALE:
HOR.: ," = 20' DRAWING NO.
VER.: NA
DA TE: 8/28/06 C 6 .0
PROJECT NO.
06-2366
DESIGN BY:
NRJ
CHECKED BY:
BCP
APPROVED BY:
MEDICAL DRIVE SHOPPS
BEGIN RETAINING ~
WALL
I ~ 1\
I \1 0
\l \fi I
ti1f
I 1/1
- ---
/
/
/
~
END RETAINING
WALL
RETAINING WALL
3' (TYP.)
EXIST. GROUND UNE
......-:
:Z
:E
.
CD
LOW PERMEABIUTY
SOIL
3/4" CLEAN
CRUSHED STONE
TYPICAL SWALE SECTION
SCALE: NONE
STR. NO. 10
~
~
LEGEND
~ PROPOSED ELEVATION
TC TOP OF CURB ELEVATION
BC BOTTOM OF CURB ELEVATION
_ LIMITS OF UNDERGROUND
DETENTION SYSTEM
!
~
~
~o
I~
j~
~~
~
B
1
2
i
l ~
~~ ~
8~ ~
~~~i
~~i~
~ I~ !
~~~~
NOTE:
FOR PROPOSED UNDERGROUND DETENTION SYSTEM
AND PROPOSED STORM SEWER DETAILS, SEE
STORM LAYOUT PLAN.
~ ---
REVISIONS
TEB
BCP
GRADING PLAN
SCALE:
HOR.: 1" = 20'
VER.: NA
DA TE: 8/28/06
PROJECT NO.
06-2366
DRAWING NO.
!~ ~~N. !H~C!~~~D~!!~~N~~A 1~5~.
[;] [I] TEL. (317) 293-3542 FAX: (317) 293-4737
DESIGN BY:
DRAWN BY:
CHECKED BY:
NRJ
APPROVED BY:
MEDICAL DRIVE SHOPPS
C7110
N
~
./
~
3--
~~
I~
~2
~5
~
i
]
~
.
h ! REVISIONS
~~ ~
Nt; I
i~ ~
!~~~
l&:c!i:~
~ i; I
~~g~
oU:: 0.. 0
STR. NO. 15
STR. NO. 16
48" DIA. HOPE HEADER
PIPE (TYP.)
,
3. STR. NO. 23
3.
DESIGN INFORMA nON
INVERT ELEVATION = 814.75
CROWN ELEVATION= 818.75
STORAGE AVAILABLE = 7639.4 ft3
100 YR STORM
STORAGE USED = 7485.91 ft3
PEAK STAGE = 818.59 tt
ALLOWABLE DISCHARGE = 0.33 ets
PEAK INFlOW DISCHARGE = 5.06 ets
PEAK oumow DISCHARGE = 0.48 ets
10 YR STORM
STORAGE USED = 3953.06 tt3
PEAK STAGE = 816.84 ft
ALLOWABLE DISCHARGE = 0.20 ets
PEAK INFLOW DISCHARGE = 2.97 ets
PEAK OUTFLOW DISCHARGE = 0.35 ets
NOTES:
UNDERGROUND DETENTION SYSTEM SHALL BE CONSTRUCTED USING HANCOR LANDMAX SYSTEM.
CONTACT:
JEFF SANGL, SALES REPRESENTITIVE
7020 W. C.R. 650 N
ST. PAUl, INDIANA 47272
PHONE: (765) 525-5223
THE ORIFICE SIZE USED TO RESTRICT THE FLOW WOULD BE 3" WHICH IS LESS THAN THE
MINIMUM ORIFICE SIZE OF 6". THE VOLUME PROVIDED IS DESIGNED USING THE 3" ORIFICE
EVEN THOUGH THE 6" ORIFICE 'MLL BE PROVIDED. THE PEAK DISCHARGES USING THE 6"
ORIFICE FOR THE 10 AND 100 YR EVENTS ARE 1.11 AND 1.47 CFS RESPECTIVELY.
DESIGN BY:
SCALE:
HOR.: NA
VER.: NA
DRA'MNG NO.
NRJ
I' ~!, ~~!~~~"~~~,~J, I!p.
I [.I] TEL. (317) 293-3542 FAX: (317) 293-4737
DElENTION SYSTEM DETAILS
DRAWN BY:
TEB
CHECKED BY:
BCP
DA TE: 8/28/06 C 9 . 0
PROJECT NO.
06-2366
APPROVED BY:
MEDICAL DRIVE SHOPPS
~
~
~
~
!~
t~
r
~
~
5
~
~
~i
I~ <a
~[;;: 8
!~~i
Il:i~~
; j~ !
g j~ !
~~o~
or;:~~
CAP-........I
STRETCHER BAR 5: J<
i"xf FLAT vv" J<
: x x xx ./'
CAP
10'
I 0.177" DIA. TENSION WIRE",
~ STRETCHER BAR
~ i"xf FLAT ~ RA
10'
10'
10'
CORNER OR PUll POST
~~~
NOM. WEIGHT
DIA. LB/FT
(IN.)
END, CORNER, 2 3.65
AND PULL POSTS
LINE POSTS 1 1" 2.27
BRACE 1 1" 2.27
4 STEPS <<>>
12.75 - 51
7 STEPS STEP
<<>> 3.75 119 5.2:
- "'"...." 1'-'01
;, .
~~ g I
I
~
0:J
.........
<,;J
;NgR~~~
333.39
\
~
\
d
\
\
\
\
\
d
\
\
\
J
I ,
~~
~~.:;;.
845
840
835
830
825
820
815
810
DRAWING NO.
C10uO
'1
I'
END
POST J
BRACE
in
)('
f DIA. TRUSS ROD
y
DIA. TRUSS ROD
0.177" DIA.
TENSION WIRE
vvv
~ ~~1~
-
l'
DIA. (TYP.)
m
~
llES 2' O.C.}
"'lIF
11--1
llES OR .. Y
CLIPS l' O.C. J
=r
9 GAUGE CHANLlNK FABRIC
CONCRETE
NOTES:
1. HEIGHT OF FENCE = 5'
2. ALL FENCE ITEMS SHAll HAVE A BLACK VINYL COAllNG
RETAINING WALL FENCE DETAIL
SCALE: NONE
/ STEEL FENCE POST
EXIST. GROUND LINE \
KEYSTONE MINI CAP UNITrL ~ - -
(lS"WxS"Hx12"D) ~WALE ...-: -
-- .~"
---
_101-
KEYSTONE COMPAQ UNIT.. r-- . ~. nu t.7 ~ LOW PERMEABILITY
(lS"WxS"Hx12"D) Ir~~ SOIL
h~ n E1
GEOGRID AS REQ'D. tp~~:
BY MANUFACTURER
~~~ 3/4" CLEAN
~r:r; ~ ~~4 CRUSHED STONE
t-- ,I r J L 1 845
~~ ~ 840
,II In
-~;:ri~ 835
830
825
820
815
810
9
PAVEMENT\
////
~
(""
~
~
16" MIN. WALL
EMBEDMENT DEPTH
V
6" COMPo AGG. #53
COMPACTED TO 95%
MAX. DENSITY
/
JS
SECTION A-A
SCALE: NONE
0.00' J ..
EL. 821.84
o
REVISIONS
l!i~ ~!, !t!!~~"~~~~!~, I~",C.
-I [I] TEL. (317) 293-3542 FAX: (317) 293-4737
;-
o
oj
EL. 826.18.
o
CD
END POST 0 42.17' \
IrEL. 823.50
55.00'
EL. 822.27
I
I II I 0$
\ Ii I
11'1
dl
11'1
III
I hB ~'
I I
I 1
\ I
1 T
~
A
o
~ IY~
A -X~' 'I
"2~" ""~~.T,~;& ~
~
I
I
I
~
A
I
1)1)
illl ~
Jf
~ II
I I
11/
~ I
..o~.:,,-,1t --- ( _.-"
~I .--:::== ~\\fI1JI!;
1\ L ~==;:::;;..-
1\ ====~
I \ ---"=--;;:::::::::-=
10\ \ """,,====-
------WF=='======-
~~
~ 7
~
\ \ \ \ \
&.
~
====
~
175.5
35.25 12.75
~I-Ol ~
CORNER ~6od ie ~ ~:1l
POST-....... 0..0 C'i ui ,.,
I I .-:-.. ,., ,., ffi,., ---- END POST
4. ,..1 I 1<;'--
~ 1-" EXIST. G OUND LINE
z ~,..: AL.UNI> I ",,,t. ur ""'LL 1
~ :r ~ rCORNER
I I v IW'I I I I
~....in
Z~ ..=
~:r ~
6.S8'
b
-,
CORNER ~
POST r-
1~ EL. 833.55
1\ Ilr
I I I
/EL. 8 2.93
\ 127.17'
t.L. 1l:l3.t
, .., '"7'
L. 823.89
333 39'
EL. 8 3_03
lEL. 820.49
64.5'
~ 4L 821.16~ l ~
CD 27.75' Ol -r;. 6~:5"W :::
100
It)
N
50
DESIGN BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
NRJ
TEB
BCP
-EL. 8 2.50 I
PROP. GROl~D LINE
"LVI'" c"", vr "'''L..-
139.5'
200
~ L, "", 0" EL~u~2 .4~
75.31 '
300
244.05' \
EL. 824.00
Ol
,.,
I"';
I~
150
350
250
RETAINING WALL DETAILS
SCALE:
HOR.: 1" 20'
VER.: I" = 2'
MEDICAL DRIVE SHOPPS
DA TE: 8/28/06
PROJECT NO.
06-2366
. l
Q P I N I M I l I K J , H I G I F E D I c I . I A
.'
- ti 1 1 I~w 2 '..'~AH'$ I 1 ~f ~ ~~1J -
~ ~ TOP ARCHED m,u~ TYP.U.N.O.
V 6 - ~ PARAPET TOP~~~'$ 05 11
18'-o"A.Fl.
f- TOP PARAPET \ 'aoO"A.Ff'$
0 0 TOP PARAPET
0 0 0 I 0
N N
I I I I I I I I I I I I I I I I I I I I I II I I I II I II I I I ....A.Ff,$
I II DIDt 10 10 TOPWWOQWS
f- 0 I ,
::~'$
@ 1I6 @ €t ~.)
~ ~
TYP. U.N.O. TYP. U.N.O. TYP,U.N.O. TYP. U.N.O. TVP. U.N,O,
FRONT ELEVA~~oO"N 0)
@ KEYED NOTES:
~ ~ cp~ c;cp ~ ~ 01. SMOOTH FACE CMU PANTED.
~ 02. COffTROl JOM (@WoO"O.c..U.N.O.). ~
I~ QI 03. SPLIT FACE CMU PAtfTED.
04. EFS (EXTERIOR IlSULATED FHSH SYSTEM)
WITH "\lEE" JOINT PATTERN AS SHOWN U,N,O.
............... "............. r-
05. EIFS CORNICE AS SHOWN. seE WALL SECTIONS fOR PROFILE.
0'r~' ..Fi. 0 1/ /0 0\ ,I 1704'..F.F'$ 08. EIFS BAND AS SHOWN see WALL SeCTKlKS FOR PROFLE.
TOP CMU PARAPET 0 TOP eMU PARAPET
14'.lJ"MI. ~=9 14'.s"A.F.F. 07. EFS ACCEHT 8 X 8. PROJECT'" FROM FACE OF ADJACENT
~ o JOIST BRG. JOIST BRG. '$ SURFACE. ~
0.. EFS DECORA T1VE 'lINTEl' AS SHOWN
- 09. BRICK VENEER AS SHOWN (SEE WALL SECTJJNS),
~ - -- I 10.ALUMINJM AND GLASS STOREFRONT. r-
I
I 11. CANOPY N3SHOWN.
I 12. METAl. GUTTER AIfl DOWNSFOUT.
00'00"A.Ff. --------------------------~ T:'~~='$
TOP SLAB @ @ 13. INDICATES AREA WHERE ELECTRK:AL SERVa: EQUPMENT IS TO
~ 01 823.11 BE NSTALlED ONTHE WALL ~
m.U.N.o. 14.ltlJ1CATES AREA WHERE GAS METERS & RBATED EQUFMENT 15
LEFT SIDE ELEVA~~900"N 0 RIGHT SIDE ELEVA~!900"N G TO BE INSTAlLED.
~ ti 1 1 I 2 I 1 1 IJ ~
- ~ I ~
~ r MATERIAL LEGEND:
1] f?' '<;;l ~
II II ~ 8X16SPUTofACE(U.N.0,CMUPAMEDAS
~ "'I 14......F.F.$ ",IOATED. ~
JOIST BRG.
m (2'X2'l SCORED 8XB CMU PAlffTED AS INDICATED,
- E.I.F.8. (EXTERIOR IHSULAT1QN FINISH SYSTEM
I ~ ~ SIMILAR TO DRYVIT OR STO, ETe;
~ ~ BRICK VE'lEER (RUNNING BOIIl) AS SHOWN.
~00"A.F.F'$
~ TOP SLAB ~
<w._ PAINT COlOR tH
TYP. U.N.O. REAR ELEVATION
118".1'.(1" e PAINT COlOR"
-
" ,. ,. ,. ,. ,. ,. ,. ,. ,. PAINT COLOR #3 (ACCEKT COLOR)
!!!ml ~4'.1" -4'.o1/T -4'.0112" r--a'JJ" r- ,[3'.7&0" '"3'''&B'' '"3'.7 lIB' r--a'../1' -
SEE SITE PLAN FOR LOCATION Nt:I "I
~ EXTENT OF DECORATNE FENCe :~:t: ~
8.- ~_..."-.1iI ~
BUILDriG "I 10 .--
f- I ~I ~I f-
r:~ ~ CD ~ CD
~I d :EC: ~ d
~ o! o!
~~ I II II
= CD CD CD CD CD =
" -
1 16'.0" J J f4'-8" J
R.O. DIMENSION R.O.DIMEliSlOfII
ORNAMENTAL FENCE ELEVATION 8 STOREFRONT ELEVATION "B" €V STOREFRONT ELEVATIONlI;~:' 8
114'''1'.0" 1f4""1'Q
Q I P I N I M I l I K J I H I G F I E I D C B I A
.
PROJECT
MEDICAL DRIVE
SHOPPS
154 Medical Drive
Carmel, IN
ARCHITECT
BAB Associates Architecture, Inc.
733 Emerson Road
Carmel, Indiana 46032
317.844.1264 ph
317.844.7305 fx
bruceberry@babassodates.com
GENERAl. CONTRACTOR
--
CONSTRUCTION
1445 BROOKVILE WAY, SUITE G
INDlANAPOU5, INDIANA 46239
PH. 317 308-2700
FAX 317 308~2701
STAMP
\\\,,'1111111/1/111
,\\\ (.\. A. Bt II~~
:$' q,..~ ...tG"rrrt;.\,f./"..;,'
~~,/.. IJ.,I--:"
f r No. ~
~ * I 910103 )' * ~
- \ -
~ 51mCE./ ~
%,~ -f .f ....!.'!p.J~.~.t:..c.'\ ,,#
~~IIIIIf,ffllt~I~\\\\\"
SET TITlE
CARMEL SUBMITTAL
11.07.06
SHEET HISTORY "'IS
MARK OAT!! DESCRIPTiON SHT.
REY.
05.09.06 SITE PLAN & FR. mv
05.10.06 SITE PlAN & FR. ELEU .
08.15.06 CARMel SUBMITTAL .
10.06.06 CARMEL SUBMITTAL .
11.07.06 CARMEL SUBMITTAL .
DRAWING
EXTERIOR
ELEVATIONS
P~OJECT NO. 610 SHEET
DRAWN BY BAB
CHECKED BY BAB A2.1
ISSUE DATE 11.07.06
!
/
~
~
;:
Q
@
ELECTRIC
TRANSFORMER
PAD
'~
M
20'.0"
20'-0'
ANCHOR TO JAMB WI MASONRY
ANCHORS
3'of'
\0
I--
"1\@
14'-8"
'4'-8'
3'.4"
16 '-0'
20'-0'
20'.QI
20'-0'
G
20'.()"
14'-8"
3'..4"
20'.0'
14'-8'
Il-@
I
-
20'-0'
C?"
I
a
~
~
-0
WALL LEGEND
8" CMU WALllSEE WAll SECTIONS)
BRICK VENEER (SEE WAll SECTIONS)
METAl STUD WPilISEE WPil SECTlONS)
@ SHEET NOTE SYMBOl
SHEET NOTES:
PR.OJECT
MEDICAL DRIVE
SHOPPS
154 Medical Drive
Carmel, IN
BAB AssocIates Architecture, Inc.
733 Emerson Road
Carmel, Indiana 46032
317.844.1264 ph
317.844.7305 fx
bruceberry@babassodates.com
GENERAL CONTRACTOR
-
CONSTRUCTION
1445 BROOKVILE WAY, SUITE G
INDIANAPOUS, INDIANA 46239
PH. 317 308-2700
FAX 317 308..2701
STAMP
\\\,\111111/1/1
,,'\\'c..fc. A. B/II'/,,1
S"y~ '{r.irT"I';"t;--.!-f'''~
f" N' "\.t-~
~ 0... -;
~ * \910103 )' * ~
~ mna' ::
~ / -
-:. //jDI~Il".." .$"
""";;;'1 cfi"i'i-t ~~\\,\,
111/1111111\\\\
SET TlTlf
CARMEL SUBMITTAL
11.07.06
~
SHEET HISTORY
MARK DATE
05,09.06
05,10.06
08.15.06
10.06.06
11.07.06
THIS
SHT.
REV.
I~I/
I
-
-
If"
SEAlANT (BOTH SVE$)
H,M. FRAME
'.0
3'-4'
~'.o
~
4'.0'
3'..4"
14'-8"
1<4'-8"
SFRNT8
16'.0'
SET NO. 1
.1 THUMBTURN
., CYlINDER
. 1 PUSHBAA
.1 twfDLElPUll
.1 PAlROFFSETHINGESlLEAF
-1 SURF, MNTD, CLO$ERIlEAF
-1DOORSWEEPn.EAF
.1 SETWEATHERSTRFAEAf
.1 THRESHOLD
~
/,
~
.::;
4'.()'
'"
14'-8'
3-4'
[
--==
@If"
--
~
FLOOR PLAN
118".1'00"
PROJECT SCOPE:
THIS mOJECT IS FOR SHEll BULO"'G ONLY. NO INTERIOR
LAYOUTS ARE TO BE INCLUDED'" THIS PROJECT.
01, COt<<:RETE flOOR SLAS 'lEAV&OU'r AS SHOWN BY HATCHING
ONTHIS SHEET. PROVIDE GRANULAR ALL NI> VAPOR BARRER
FOR EtmRE ~ $0 TEtWIT ONt Y HAS TO ~STAU. CONCRETE.
REtlFORelNG.ICONCRETE SlAB SHOULO BE INClUDED U....O.)
02. SHOWN FOR REFERENCE ONLY. FII'W. LAYOUT TO BE
DETERMINED BY EACH TENANT.
03. SEE TYPICAl TEtW-lT LAYOUT SHEETS FOR STANDARD TENANT
VANILlA BOX. ALl TENANT WORK SHOULD BE CONFIRMED WITH
TENANT AND lJJI)lORO BEFORE BEGINING.
04. NO SlAB IN THIS AREA. SEE t<<)TE 01 THIS SHEET.
OS. CDr<<:RETE STOOP. (AlSO SEE FOUNDATION & SITE DRAWINGS.
06. H.C. RAMP IN SJ)EWALK (SEE srre DRAWINGS.)
07. PROPOSED AREA FOR ELECTRlCAL METERS AND OTHER
"",SOCIA TED ElEC11llCAlITEMS.ISEE ELECTRICAl DRAWlNGS~
08. PROPOSED AREA FOR GAS METERS AlCl ~TED PFING.
(SEE 'rN~ OR PllJMSfiG DRAWINGS.)
09. ElECTRICAL TRANSFORMER lOCATIO~ (SEE ELECTRICAl.. &
SITE DRAWV<GS.)
C8
DOOR SCHEDULE
Yb ~ ~
SID. Eb !WJ. W!1JlIl. .I.\I!l!llJJ. Bm:I!l. m!IQ.
ElEVS AUGL Al 'l-A3.1 H11-A1.1 01
HJ.A1.3 eM. HoM. M11-A1.1 01
GL II GlASS
lM-mULATEDMETAL
wo. WOOD
SCHEDULE REMARKS:
01. PROVIOE EXIT SIGN AT THIS DOOR LOCATION (SEE ElEe. DWGS.I.
c
OESCRIPTlON
SITE PLAN & FR. ELEY
SITE PlAN & FR. ElEY
CARMEL SUBMITTAL
CARMEL SUBMITTAL
CARMEL SUBMITTAl
.
.
.::;
4'.0'
SFRNTA
14'.8'
SFRNT8
16'.0'
14'-8'
3'-4'
3'.4"
SFRNT8
16'.0'
4'.()'
HARDWARE SETS
SET NO.2
.PANICHARDWARE
. BAlL BEARING HINGES [lAMPER
PROOF)
. HEADER DRIP EDGE
~1 SURF.MNTD. ClOSEAA..EAF
. DOOR SWEEPIl..E.4J=
. SET WEATHERSTRIP AEAF
.1 THRESHOLD
DOOR / HARDWARE NOTES:
01. ALL DOOR HARDWARE TO BE LEVER HANDlES uNLESS NOlED OTHERWISE.
02. mEl DOOR FRAMES TO BE HEAVY GAUGE STEEL PAINTED PER OWNER'S SElECTlON.
03. PROVIDE AUTOMATIC FLUSH80l TS FOR A PAIR OF DOORS
04. DOUBLE THE NECESSARY HARDWARE LISTED N THE HARDWARE SET FORAPAlR OF DOORS.
'A
'.0
SFRNTA
14'-8"
3.....
DRAWING
;:
FLOOR PLAN
Q
~
I~
~
G
llt!Jjl
OR-A 3'oQ"x7'.J1'
DR-B 3'J1'xT.J1'
A8REVIA nONS:
HM-HOUOWMETAI..
ML-METAL
AI. -AlUMINUM
ETR - EXISTING TO REMAII
PROJECT NO. 610
DRAWN BY BAB
CHECKED BY BAB
ISSUE DATE 11.07.06
SHEET
A1.l
~@
~@
Q
;fl
~1
// //-
SFRNT8
16'..0'
~
4'.()'
1'",
<.:;
4'.()'
SFRNTB
16'..0'
~
4'0'
SFRNT8
16'-0"
~ fQ
518" EXTERIOR SHEATHING
6' METAL STUDS
/
Z
~,
~~
i~
r
l~ "'
~'l ~
~a.. I
~M
I~I~
Key
-DISCLAIMER-
-UNLE55 OTHERWl5E NOTED AND AS
NECE55ARY IRRIGATION REPAIRS AND/ OR
ADJU5TMENT5 WILL BE BILLED ON A TIME AND
MATERIAL BASI5
PLANT REQUIREMENTS
REQ.
PER PLAN
DI FFERENCE
CD
~
>
ILl
~
'-l)
o
o
oC\J
,GC
o ILl
C\J8
II 0
o
-' -'
If) If)
5C1entlflc Name
Common Name Qnty 5tart 51ze
3 2.5"
13 2.5"
3 2.5"
3 2.5"
4 2.5"
G G-7' Glum
5 2"
3 2"
G 7-8'
33 12-15"
19 18-24"
18 12-15"
31 12-15"
17 24-30"
-ANY UNFORE5EEN AND/ OR UNMARKED
UTILITIES INCLUDING BUT NOT LIMITED TO
INVI51BLE FENCES, P05T LIGHTING, AND 5UMP
L1NE5 ARE THE RESPON51BILlTY OF THE CLIENT
FInished plantmg he'.:aht of
flare should be level WIth
ground
7. WITH CONTAINER GROWN 5TOCK, THE CONTAINER 5HALL BE REMOVED AND THE
CONTAINER BALL 5HALL BE CUT THOUGH THE 5URFACE IN TWO VERTICAL LOCATION5.
~ <u
~ -'-'
\J ~
If)O
I- >-
<u to
c
~ ~
~ ~
o 0
JZ
HL
NM
LP
BC
5B
CC
TL
C5
FG
'NY
CB
KJ
BB
SHADE TREES
ORNAMENTAL TREES
SHRUBS
3(;
28
13(;
2(;
14
13(;
10
14
o
2
::s
(L
If) ILl
(L
(L <(
(L U
0 ILl C\J If)
:r:: > 0
If) OZ rf) 2
0 ::s
ILl 0 '-l)
> -' ""<t
OZ <( 62
0 ~ 2 <(
-' 0 -2
<( ILl -' -
ILl :2
u :2 :2
:J
0 '-l) GC ILl
ILl C\J <( GC
:2 u (L
r-
r:-: u
ILl
2 --,
ILl ~
:J
U (L
"';C\J
If)rf)
cOO E
~'-l)N 8
~""<t~o~
<U~~~.{l
:2 ~::t 't :.
-......... I '\S'>
\s\s~~c
OEr:::<o~
(<)~'I:I
0-.:~r:::5
O<UE~(<)<Jl
""<t C ~..
('()~~~i3
_U I:L~ '"
Tree Plantmg Diagram
Cut top 1/3 off wIre
basket. Remove ropes
and top 113 of /:Jvrlap
off ball
3. ALL MATERIAL 5HALL CONFORM TO THE GUIDELlNE5 E5TABLl5HED BY
THE CURRENT "AMERICAN AS50CIATION OF NURSERY STOCK,
ANSI ZGO. 1-199G", PUBLISHED BY THE AMERICAN AS50CIATION OF
NURSERYMEN OR EQUIVALENT.
'Mlen stakan'3. (3) short fence
post stakes should be used With
wIres and hose. Hose and W1~S
should be taut around stem, but
not extreemely tight. Tree should
be loose enough to allow for
tree to move slightly, In all
dIrections
LAND5CAPE NOTE5:
I. CONTRACTOR SHALL LOCATE AND VERIFY EXI5TENCE OF ALL UTILlTIE5
PRIOR TO 5TARTING WORK.
FInished planbng helght of
flare should be level With
'3round
Create small mulch
bcnn to form saucer
around tree nn'3
2. CONTRACTOR 5HALL 5UPPLY ALL PLANT MATERlAL5 IN QUALITY AND
QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING AS 5HOWN ON
DRAWING.
Hole should be du'3
- I 0-1 2~ Wider than ball
Mulch should be no deeper
than 3" WIth nn'3 WIde
enou'3h to Include stakes.
Also mulch should be kept
away from tn,mk.
first 213 of vackhJJ 5011 to be dry :7paded
and compacted 10 bft5 (-2-3" Increments).
Tor I J3 to be wet spaded and a small
berm created ... to help form the berm
for the saucer
4. NO PLANT SHALL BE PUT INTO THE GROUND BEFORE ROUGH GRADING
HA5 BEEN FINI5HED AND APPROVED.
5. ALL PLANT5 5HALL BE PLANTED SO THAT THE ROOT CROWN 15 PLANTED
AT GRADE LEVEL.
Shrub Planting Diagram
G. ALL PLANT5 5HALL BE BALLED AND WRAPPED OR CONTAINER GROWN. NO
CONTAINER GROWN 5TOCK WILL BE ACCEPTED IF IT 15 ROOT BOUND. ALL ROOT
WRAPPING MATERIAL MADE OF SYNTHETIC5 OR PLA5TIC5 5HALL BE REMOVED
AT THE TIME OF PLANTING. ALL TWINE OR ROPE SHALL BE REMOVED FROM
AROUND CROWN 'OF TRUNK TO PREVENT GIRDLING OF TREE.
Cut top 1!3 off wIre
basket. Remove ropes
and top 113 of burlap
off ball
9. LAND5CAPE CONTRACTOR SHALL REFER TO CONTRACT 5PECIFICATION5 FOR
ADDITIONAL REQUIREMENTS.
Create small mulch
benTl to fonn saucer
around tree nng
8. THE DAY PRIOR TO PLANTING, THE LOCATION5 OF ALL TREES 5HALL BE STAKED
FOR APPROVAL BY THE OWNER'5 REPRE5ENTATIVE.
Hole shOtJld be du'3
- I 0- , 2" WIder than ball
fIrst 2/3 of backfill 5011 to be dry spaded
and compacted In lifts (-2-3" Increments).
Top 1/3 to be wet spaded and a small
berm created ... to help form the berm
for the saucer
Mulch should be no deeper
than 3" WIth nng Wide
enough to Include stakes.
Also mulch should be kept
away from trunk
10. LAND5CAPE CONTRACTOR 5HALL GUARANTEE NEW PLANT MATERIAL THROUGH ONE
CALENDAR YEAR FROM THE TIME OF PROVISIONAL ACCEPTANCE.
I I. IF THERE 15 A DI5CREPANCY BETWEEN THE PLANS AND THE PLANT L15T, THE PLAN5
SHALL TAKE PRECEDENCE.
"
CIVIL ENGINEERING CONSULTANT:
Jl@
~OO
VS ENGINEERING, INC.
4275 North High School Road
vsel@VSengineering.com
Phone: (317) 293-3542
Indianapolis. Indiana 46254
www.vsenglneerlng.com
Fax: (317) 293-4737
I;
It
2809" uUlllPuI 'laW..luJ 11 Pll~:9!~:e~,f~E ~DN lEl
'::;lUI ::;l!-.A+::;lal:3 -.AaAa...:l'Oi
6,o9t \IN\lIONI 'SIlOd\lN\lIONI
~ 31lnS '^ '1M 3lllA>lOOil8 Stt I
'v'N'v'IONI
l3V11~'v'J
3^I~O l'v'JI03V11 vt; l
S3ddOHS 3^ltJO l'v'JI03V\J
>-
III
C
w
G:
i=
'"
w
o
lNIOd A8 lNIOd ~NI1H~ll 31lS
@
z
<(
----1.
D-~
w~
I-~
(f)g
>-<
C/)
OJ
0.
>,
f-
. .
i
I
i
i
i
.
.
::3
OJ
0.
>,
f-
~
o
o
~
~ ~ 5
5'
m~
llld
.. i c z
~~~el
oco"?
en
z
0
III
:>
w
'"
,-- -
d W lJ
z
....
w
W
:I:
en
~
~
~
/
~~
~~
,;;~
~o
i
!
~
~
..
..
;\1
~o
.1
l~
~~
mz
N~
~3
/u
!~
REVISIONS
""........-
-.pI_ dIHuI housing
pl'OIIIdes amootII, dMlHIne
~wh1le8llSlll111l1
......mght IlfO*Uon 01...
---
..........--.....
----
phcJlorMtrl~lnfour""'"
i*l*l'MformtldlnUmdMlgn
f1alb1lhy.n.AIIIIAlS
---
cordrMllortn.ndly,1In;l1
lIhIpmem offbcllnwfth !tie
.........
~bamutmz.uanand
ImOCIthdlllUlbullon"""''''
~1"'lfI;w~
__l'OlldwayIIllI'd
oth.........~
.....'luhdng~_
A..l.U....
---
plDYldll.nry'lWllhoortIoola.
COOPER L1GHTING-LUMARK.
...."n....
--
ca....:.tlllumlnumhoullngla
flnlllledlndlrtbronu
polywotw PGWWr_"
--.....
..,.J.....U.LllsUidfu'..
IocWonL CSA CWIlIIad.
--
8lum1nlm~dIlIvwa
~'1YPe~IL.Md
-------
D......h'
D\H!ut.cIacnlnpo~
III1btMllloutl:lClln\ll1
..................
optlcal_mbIy.
---
.Iumlnumcbarwllh~rflal
-_....
r_...d.,
M..".....~lIIrIlIOC:bI
forhlghpr--.lallIumor
.....'5OW,...."-"de
limp'-
._I.lIu,
-....-
Mill.. -.mbIy IUIndan:I on
arm_mlllllta.~
hwdlJlOUlll.wllllIllLH.,s
~.....-
--.sonlnlamlilsllpnn.
......
9}
__ll~
._W
[I'~'.
..
_m_1
.-
1n"(124110111)
Ulr(......
131...11....:)
.....
-:-
. ..110' J . . . .. . . I . 1 I . . I
....t ""_I;
-:-
" . l' . , I . . I '" Z I , . I " .
MIl.I HfI-o
- ~
__1IIII........~a........ __1lIlI._"""""IUIlIOolAomOn_iMIp
HRHAMMER
"1..P........Dlln..
M,t,1 "Ill".
AJlM.MOUIITlO
""IIIIIIITI ~I."T
~~~p7.'1:fIb1iB1
1el~1;!;lJ!.._ __
i==-=::-~-~
-.. ~ri
I !It i I
~~~- --
a.~__""'''_oil
~~Ft f:~- ~ hi
nllle' DATA
=.:.-:-.:--
,___lIIt_
___(1__
'_WHlf'ftllt_
--....-
-----
:::--.....'1:0:
_"'_I;DI~
___1$_
-----
-......--
-......--
-......--
--....--
-...---
~~ii[' .
-..._ rS:.....,.,."., -.... _ ~___
-- -,.".._- -
~;- ~ $. 5 _~_Iot MM ---:::.,
=. ~=: -., .
-. -..... .
- ,... o.-.t .
~r.;:=- --, 1ot~1_~
->>-
-~=~Ef.:;:~~&E:Eg;~~;:~~~;:==
noer: IAMPU .......~II Ch...~ 'noh..'.ell
UMI'I.I.......III'...._.
...
==--_1'1.I
~_ ~SP~_
-::..- ~. ==
-- ==
-=.:=:::".:.::=="=:--=--==--
~--
'-,-'
-~
.'
.
~-
--...------
---_..~
~_~.'I.""'_'.__ChGA_~r.o.x71O.AllAlll1 _
COOPER LIGHTING'
1...A"...___..._IIlIAS1U___
J.........""" .........r"r... r_rpglt;_ZO"I'OII r polL
a...ASTM............._..8MI;........_.-....h
---
4'''DotlIM...,..,.,~
.............bGlt......s1IIlUHootIt/;2)......IZl.._.andClIlodt
___,Nw,___JIOI\lOnofboll..1oCIIIfIp
..........r......rorlWbolt...hooIlforf"baIl.
.O...Il.0LTAlleHO.A.ll....'eI.,ln'ldo'..Ulon]
..........
~~
raNI'HCOL-OU
--
~
=-
SSSSQUARE
STRAIGHT STEEL
.....tl.'H.I...t
.
COOPER L1GHTING-LUMARK'
The IMPACT Trllpaold cutllf\' ""'" Iumln" m.a. lIIllduI
_~tI;r.lIalQn.lJ.Lu.t.dandCSA~far'"
=~~CMkI"'ondd8mptoallonliln~
RugpdconslruCllon8l1dful!cu1I;IIfclaulflectoplkoprolrldllfac:aa.
ancIMCUrllyllghtlnablWll...ulctMl_aumlUndlng-=hoolo.
offIcIcompl-..partmarlts.ancI~fKllllla.
I
01_dDarfutu....111l"
J1eat,.andlmpm-rwr-"n1 ~
tempeJedlllaalen&mourrI8d
wtlhlntlrnllplllldllllldlps
ancI....~whhEPOM
~.HlnQllddDar_m
Inpl-...lllelWOl2lupiM
-~
DutablIIpoIyeUrpowdeta:rat
IInIII\,SUIndardcolorlllbronze.
Opllonll"""'r.andblackcolcln
....,....
OIherflnllhcolon avllllble.
ConsultyourCooporUllMl"ll
..--
~-'colorfeqU/_
~~6~~~~r&91
"'~.............-
IP
IMPACT
TRAPEZOID
IiO.1711"
HI,hP,...ur...ell...
".hIH.lld.
....LLC...TO..
WALL_OUNT LVIII.AIRI
nCNfIlIC.....DATA
15"C__...........
=-=-v:::..-
lIIo__llIrap~
IMIIOYDAT.III
==-."':."-
_.......Jn~
__....111-
_"'_lIIl_
__"'l~_
"."""'lIPI'hZl'Mall
1__....11.._
'___11__
_.._""""-
'_........11'._
--......-
_PlII'I'I3_
~"'_13I_
-......."'......
NWl'LlFFlD_
IKI"'NIlIOAU.
---
11lbo.lI1<goJ
~
EXTERIOR LIGHTING DETAILS
MEDICAL DRIVE SHOPPS
...-........-......."'..........
-n.-....lnfanMdonm...-IM__.._...............m. TtloII........~II_..~
-... FIlcIunI NcI. a
SMII' ... IWgIII an. MounIIne a.oe.a- Ann
:--- ~ohl r-:- :'_: :- ~ ~Tvroo ~- ~
-
10,,,,",,,,
Loal
.
~1
~~
''''
."lP....GIl.lllTA
---
J'4IlIII.t'"'tooJ
DESIGN BY:
I' Y.!, !~C!!~~o~!!~,~~, I~~.
100 TEL. (317) 293-3542 FAX: (317) 293-4737
DRAWN BY:
CHECKED BY:
APPROVED BY:
IlESCRIPTION
....-N...I..
n..houaIna"'~
daIgn afdle-ult IIIlmlnum for
"""""'llOntfOlot~
andrlpllltlblllty.
GnbWdl/'ldzinc~rlllld
.... mounting ItIal:hrlwrrtflls
dlNcIlylo'"J..IImlOl'WIllwlth
.HooWf.l.D<*"lll8ClIanr.mfar
qukt:~SlCllndwllh
_(2)up!IW~
...-w.r.bIICt~coaod
Illlnhudut___I""
but__lbllfrombottom.
iiii.f#.P.r
Lmm
NRJ
TEB
BCP
C_Op,ln.lI.dlrl..
A1lopdc1lrnodulllutlllllhlllh
pOIfonnance9li%nftllCtlw
shnt. 1\IpeUopdcal moduli I.
-
D_'"Uu'
HIDlumlnllra....pp/IIIlIwllh
hlgl1pownrt.ctortr.liadwlth
o.a H Insullllon. M1n1rmm
otartIngllmperatunl......4O'C
l~forlil'S.nd..tll'C
1-22"l'1forMH.ConlpKt
--.....
1locIRInk:~I'2O-277V
hlghefllc:klnt&QIIDHKtr.llMt
wftt\-18'CIQ"Amlnlmum
-....
... -
... QrctI.... IShd l01I Hot. ....Fb:an
MlG-CIDlDgU", ........OIL......_... Wt.lI'A(Sq.fIJ' eJ'AlSq.I'Ll' ~
:="'"""'_ Ttllck.-:-I :: ~ :"1 ~lln..l /UILl :_.1lla. ... ~;;''''':'':ThDtII BtaaIoIlLbaJ
10 lISSUl1llSl'.I2O 111/.1 lU .1J2 I IthZhl. 21.1 21.1 ZU'\U u.oZ4.1Ul""UlliQ
11 SS$U.1ISI' .120 1114 11.0 1'\f,I I ""Ud tU ,... 1U tUIU t7.Z 12,l1.l loa 1l1ll
ZO IIDIAJlI8P .1. t01!2- 11.0 1$ ...n.a ta 1U t.t 1.1 U 11.1 U U .u ZlIII
21 1ISIAZISJ.12I 101/.1 11.0 It /.I I .."a.a 111I 1.7 U U lot I.D U 11 U ZDO
211 a:su.zolf .120 10112 11.0 1m 1 III..". 102 ZU 11.1 ".1&1 ,... """0.11.1 IllO
ZI SSIIAZIIIf .120 .'12'1.1 &11:1. III"Zhl 24t '''' 1G.SU 1.1 tl.l... u u ZOD
)I __ .120 101/.1 11.1 11f,1' ",,,..a ZD a.z 1.1 1.1 - 1.1 U z.o - lIGll
:II _.,. '01/1 11.0 .tf,l 1 1/1"21"* _ '''' 1.1 U 1.1 n.t u :u u _
ZI -'-If.lD lZ1/1 11.1 1 I ".... _ H.1 IU 12.ll 1.1 ZUI....1 11.1 U _
. ISIIMlIIF .t211 U1/.1'U 1 . ",.,,' a4J 14.11 1.1 1.0 2.1 1.II.t a..z I.J U _
SSSIMIIlSI' .t. 1It/2 IU' . ,,,.,,. 101 ... 1&1 12.1 U 11.1'1.1 11.1 1.1 30lI
. _.UI '2t12'U 1 . hah. IIlM ..,. tU U U 1t.I 12.1 U U _
. SISeX3Ifit.2llll lZ111 IU' . "..... 1M 21.1 tU ,1.4... L7 '\a.I lU U _
__ .t. 12112 u.I I I "..,,1 1017 'U I., ....,.1 t..... I., U 1.7 :lOO
)I SUlDlIHl' __ U'lf,I 12.1 1 . 1".,,1 122 JU,&.4'" L7 Dol I'" U U :lOO
_'c.1os......__________IIRIlWNGANQICIIIlUII_...._......IDI3'_..n._
=~..:::..-=.T==::___====;::===::-_~_==::
--
OIULLlIIll,,,nllllll
-[!f.... ..... -[I"" :::: -~...., ....~::- r
I ::t;. 1 - mr UMJllI'
'W
'W ,
~=.: ~~-:
MOUNn...opno... I."" .. ...m"l
~
f
.......PIII'-.IIonIaIer.'--"..Cl............\IIoIoIIA.-.
,."...._'-.~.
...0Z"_.....~_arn.
MACHIIQN. 1'OIIIIICTAN....LAIl AIIM. tool' .. ...lfl.1
0MIpMfIa """-1UClI0IIIyI ~~1~0II1r1
~.--- ~.- ra-
MI D ZI
W " D
WI " 21
W " D
W .. D
YO D D
Ace...Oflll'
A.oWtoppIIl_'
11-30'4..'*'_'
----.
G-GIolI....Iuo'--....AWO)
~boNI.......,__
'2"_....__fovrn~__
_'~Ir"_____
1_1r_..__ond.._
_fII......_-...-opodod
::--____--.w....-
~
Ze,..
10120'
'OW
.OW
~:~
""'" """"'"
__o0oi__.___
_......._..~
~_CoooIW11Z1~74__ClIy,GA_~r,unua... _
PHOJOMITIIIC'~ESfIIoo_"'~
.!.'
. , t 1 . , I . 4 .. I 1 . , I I .
=~:-:m'='
~----
~ ii"'"lB ~ lli
_1I1f'.T.UI..T.U
.--
---
IlPI'.'.lII-MJ-l.L
,--
l____a-t.-.
""'PU........I"''''"'~.l.1...,..LL
~~ ~ ~is [Si(
__ --._ lUll
~ '-1__
- ~ov :"4:;-
110(II_ =-~.
Inoer: .".PU. NU.\I~lIlh.., In~!ud.dl
~~~
I~=~ I~
-=--;:=€:
_,...._...___._.......'......N..._...._.._.__..__.l>l_____....____
~:=.-..:':'~..::::==:..~=:....'":.':.o~=====--===::;,:."'::=
_..._....__1I'-~_____.._____.._..._1ho_.....___.__
_1Itl......_Io.....__...1lA'1...II...__"______1>flf....._.,._..~-.._-"""
.....__......__.._.._...._..."'_1I1;I'___...__..~~__....___...__
__....___...__..___ao._....__...........___,....__.._...............
_._,...._.__~__..._..____..._....__.............___nv_......._
..l~'-___,',________.._.._____...____""'..__
=_..___...___Io_...._..._...__........__u__..._..._..
~-
......-...--.---
----
CusIomorFlntCo",."tlH1otrw..".So<AhI'a_Cllr-llA3ILlI9no...III._f,IL)l,1'1li.4MAllO'l __
SCALE:
HOR.: NA
VER.: NA
DA TE: 8/28/06
PROJECT NO.
06-2366
DRAWING NO.
E1s3