HomeMy WebLinkAboutApplication DOC~T NO.
Dat~ __ -- '--. -
ADLS
Fees: Sign only $250.00, plus $$0.00/sign
Building/Site $500.00, plus $$0.00/acre
Name of Proj~t: (.~T
Address:
Typ~ of
Project: ~u~t-I~~~1~ !'U~°t4 ~.
App~c~t:_~,~~~ O~ (,~glBTiA~ ~~~ Phone No. BIT. ~~
_
~n~t Pe~on:~~DO~ ~ Phone No.~ ~7. 2~ & Z~&
Legal Description: To be typewritten on a separate sheet
Area (in acres) ~O~.~ Zo. iag_
Owner of Real Estate: ~'~ ~-~ ~ t~-~
s£
Annexation: Y otiS)
Other Approvals Needed: ....
Par~~
No. of Spaces Provided:. ~,~_ ~
Bio. Spaces Required:
D.. _es. ign Information
Typo ofBuilding: ~r~_ ~~ . ,¢,/_....,._ No. of Buildings:
Z.l' stoa ,_J_
No. of
S~uare Footage:_/$ ~.~ S~Hei~t:
MaximumNo. ofTen=ts: ~"~ Type of Uses:
Water by:~P~,l~tg~ _ Sewer by:~"~.~7-.- .....
.LmnT
Type of Fixture: W.A...~'~otINI'~P. Height of Fixture :.. .... /~;
No. of Fixtures: ~__ ..... AdditionalLighting: ,~t,~r ~q??c/a:~~.~
* Plans to be submitted showing Footcandle ~£rcads atproperty line~ per the ordinance.
No, of Signs: _ .x~.,,...~.
Location(s):, _ .... /qo-r,, ,
Type of Sit '~ - .....
Dimensions of each sign: ....
Square Footage of each sign:
Total Height of each sign: /
LANDSCAPIN,, ,, ,G,,
* Plans to be submitted showingplant (ypes, sizes, and location,
I the undersigned, to ~e best of my knowledge and belief, submit the above
information as true
Signature of d~/I//
Applicant: .//.//Fi __ Titlo:_.~~ ........
·
th'hO
State of Indiana,
County of
execution of the foregoing ins~ent this. x,/~q
MX Commission Expires:.
~zz4x~~ )~e~~.~_~~ Notary Public
Before me the undersigned, a Notary Public for /)9 ~D'd/bt County,
State of Indiana, personally appeared/7)/c~~Z' ~~~d a~knowl~dged the
day of_ DO~Ad~ ,20 d)~/
"No'r,AR~ S.EAL~':,.
Mary Kay 13L, c,k~,~,, Nora..ry P,.ublic
Marion County, State yf Indiana
:~MF Commi::'-;~io~'~ Ex~i[es,2/21/20~
~.,mlVEYO.?8
· . ~,,: :~;.,, ,:, ,, ,,_ ~,; ....... , - ,,, , , , ,
Land Title Survey
obtained from
Schneider Engineering Corporotion
Dated: 05/23/97. Project
1. In oceordcmce with Title 865. Article 1.
Chapter 12 of the Indiana Administrative Code
("Rule 12'). the fallowing observeUons and
opinions ore submitted regarding the various
uncertainti. In the IocoUon$ of the lin,
corn-- established thi~ ~urve¥ as a result of
uncertointl~l in reference monum~ntation: in
rec~d d~tlons and Mats: in line~ of
occupation; md as introduced by random errors
in me4~urlment ('Theoretical Uncertainty'). There
m~y be unlritten rights o~,ociet~ with these
uncwto~nUes. The cJlent should ossuml there is
on ~mo~nt of uncertainty dong any line equal in
magnitude to the discrepancy In the location of
the lines of ~ion from the surveyed Ilne~.
All ~urvey monuments set or found this m~'vey
ore Imlb Mth ~ting grade unle~l otherwis~
TI~ ~ Unct~tainty (due to random
in me~urlment) of the ~rners of the subject
tn3ct ~bt~hed this surly is within the
a~ciflcaUons for a C3o. C Survey (0.50 feet) es
dlflf~d in lAC 865.
Ther~ ~ in my oplniofl, uncertainty c~lociated with
the v~x~s reference moflumente found and u~ed
to determi~ the lin~ and com~ of the ~thin
The b<lM$ of be<~Hngl for the within ~'vly w~3s
al~umM at South ~ degrm O0 minutel
sesond~ £~t between the northwest ~nd
north~t cor~r~ of the north~st quartor.
A PI( hal. m~l found at thl northw~t corner of
the ~b.j~t lectlon. A ~ plug w~l found at
the north~ corner of the northwest Cl~orter
(northe~.t c~rner of Ashmore Trace).
A d~tm~ce of 2629.~) feet m3s
bet~ said corner~ th~ surve)~ The plat
distm~c~ b~tw~m said camera i~ calculated at
2629.4~ rem when the length of the north line of
Ashmor~ Tr~.t II doubled. A broil plug was
found 0.2 fe~t north and 0.3 feet east of-the
c~lculet~l ~plit between said northeast and
northwest com~'$. For the purposes of the within
survey the calculated split w~ used to determine
the ~ost line of the ~ubject tract.
Thl~ determination doe~ not create a deed overlap
~ ~ ~ the ~l~g calle ~ bo~ ~e ~b~t
trot md ~e plet ~ A~m~e Tr~e c~l to the
A ~ete m~~t was f~nd at ~e ~theast
~ of ~ ~~-qu~ (~thw~t c~
of ~m~e Tr~ per plat thief). ~e pla~ted
~g d~g this I~e (w~t I~e of ~hm~e
Trace ~ ~t I~ of the ~b~t
~ the ~g det~~ th~ ~y by 1
m~utl 20 ~d~ ~e
p~~ by W~e Eng~~ In~ (doted
6/28/~, ~ ~ 10~1) in con~cti~ ~ith ~d
~ to ~e platting of ~r~g ~k ~d A~m~e
Tr~ ~ ~ ~~-qu~ c~ to be
the ~t~t~ of iin~ ~n~ting
~t~-~~ ¢~s, but ~e ~y ~s not
th~ to ~ ~ ~ b~ng
r~U~ ~~ I~. ~e g~etry ~d ~t~
~t~ ~~ ~g ~e n~ md ~t lin~
of the ~t~, ~ ~ict~ ~ ~id b~n~
=ith~ acc~t~ie t~o~
~ ~is ~y.
~e ~t I~ of the ~b~t ~ct ~ det~~
by o ~ n~ ~d at th~ ~th~est com~
~ ~t ~~. A PK
~~mt ~ ~e ~it of ~ ~~-~t~
I~e ot ~ ~ ~.t c~ of
~~-~t~ ~ bain9 the s~th,~e~t c~
of ~ ~~ t~t). ~e m~r~
~~ of ~e ~ott~ bearing f~ t~ ~ line
, n~g~l~ ,
A 'MEier' Capl:md rebor ~ found et the
northeest comer of the subject trecL 'on line'
with the eest line of the sub'.jpct tract os
determined thl~ aurve)~ A 3/4 inch metal pin
wes feund 1.1 feet north and 0.3 feet e~t of
said 'Miller'
A form type fence was found along the north line
of the subject tract ~s found to be from 1.1
feet north to :2 feet south of ~old line..
A PI( n~il ~ found at the northwest corner of
the subject tract. A 'Miller' capped rebar was
found 40 f~et east of said northwest corner.
The north adjoinem deed of r~ calls to a
point 200 feet north of the south line of said
north half, therefore there are no apparent deed
ovedape or gag~ with said north od joiner.
There are ovefftead utilities as depicted hereon
n~3r the ~mst llne of the s~bject tract.
A PK Nog ca m~fltk)ned pr~ous vms E)und at
the ~outhmt ~er of the ~bject tr<~t (dso
being the ~outhw~.t corner of m~l north halO.
The ~outh Ik~e of the subject troct wos
determined by ~luot ~livision of the ~b~t
qu~t~- ~~.
A ~ t~e ~ (p~ ~diUm md +/- 20
~ ~d) ~g ~e-,,-~ I~e'of the ~b~t
A 5/8 inch tabor with cap marked "Schneider
Engineering Coq). FIRM t110001' wes ~t previously
et the ~uthea~t corner of the subject tract
(refermce rm:orded ~y of the south adjolner,
Instrument ,~19719~82).
The south line of the subject quarter was
determined by the aforementioned concrete
monument fotmd and the PK nail at said
south~t corner of the quarter-quarter. A
bearing that differs from the plot of said Spring
Creek by 09 seconds was measured ,this survey.
The north line of the sub}oct tract was
established p~ deed being; '200 feet of even
width off the entire south end of the north
of the northwest cl~orter of the northwest quarter.
Said north line wo~ established b~ olterdot
proraUon of. the corners of the'~ubject, quarter as
located this survey.
Landscaping along the east line of the subje~, t
tract (al~orenUy .ptanted h ol~)cioUon with t_he
o~g6ing.subdiv~Mon and residence conltructlon) is
~tendrCliiY' =long .line. There are ~ random' fence
po~ts ;md fence rernnortts r~maining ab3ng said
line, C~nstruct¥~t"otong. this line (excavation for
rear -swathe m~d ~.er. utiliUes) may haw extended
we~t., of (he lin~ hoWever no evldence of any
u tatt..iea wes observed.
The dlfference In hootings and dlston¢,, noted
thta ~urvey, In comparilon to the aforementioned
· .plet,~...ore in my opinion due to errors in random
. med~menf, The monumenf~ found and used
o~ 'the beM~ for the wt,thin survey ~! Well within
f~e .<~d.,C:Ul.eted theor.~tlcO!-uncert<)*mtX, for
mofto~int~ ·
2. All of the within described tract of land
~V~hin that Special Flood H~ard Zone C aa said
tract plots by scale on Community Panel Number
180081 0004 C of the Flood Insurance Rate Mapo
for the City of Cremes, indiana (mops d~ted May,
19. 1985 rev~),
,3. Owner~ip information indicated hereon is es
identified in County or Township recordm or on
flue work provided by other~.
4. The within plat ~nd survey were prepared
~tthout benefit of current e~idence of source of
Ufle for the subject tract or od joiners and ore
therefore subject to any statement of facts
revealed by examination of such documents.
Subject Tract
won-~ty Deed
Instrument J;BTO0563
Tm> H~ndred Feet (200') of even width off the
entire South end of the fallowing described real
e~tote. The North Half of the Northw4~Jt
Ouorter of the No~thw. t quarter of Section
T~enty-T~o (22). To~nshtp £ight~ (18) North.
Range ~r (4) East in Homaton Count)~ incliona.
i ii i i i i i i ill
i i i I IHII , I I I
LocatTon and ZonTng Map
Ci~y ef ~rr. el ~rlrnant ef Cc~monll:y S~rvl~.es
Haz. I Dell Christlon Church Educatim lrncj Adcrrtim
14.~11 Hazel Del Parkway'
ADLS ~nmdment
March 4, 2CD4.
, ,
$ ils Map
CI~ ~f ~~1 ~rtrn~.nt ~f ~m~nlL~ ~c~
H~el ~11 ~d~n ~urch EdumUm ~ng M~Jm
14~1 Hmel ~1 Pa~y
ADLS ~mdment
~orch 4, ~
i iii i iiii ii i i i
ii i iii ,=1 I I II ,11,, i I I , I I , I I i , I , , II, il , I , I l,,l Illll I I , lie I,1 I I, I,,1, I II Illml Ifil
i i , il i i i iii , i ~ , i i il i i ii , i il i ,Ill , I Ill I Il I Il Ill I I I Il ' ,,! I I I ~,l ' ' I
iii i i ii i i ii iiiii i i i i i i i i i iii i ii i i ii i ! ,~1 ~ i~l~r~ i ii i i i i i iii ii i
86' 03' 45"
! ................................... ~, !~ ............... '--'. ..... ;i 40° 00' 0 APPROXIMATE SCALE
- q' 9 ' - C' -.~ZONE 5o0 0 -;,' , 5o0 FEET
iII1 I !i x .....
\~ I~, ZONE X ~j~ ~,~ ZONE
~, , 'Kirke~l ,' / AE ~
~ - ~TON ~~,
oj
// ~. Pr ectSite ~ 1~ ~,l!~
{~E MAP tND~ FOR
DITCH ~ ~
alPPHN~ BROOK
~LE,M, ,DR_,~_ ~ ~' RM ~7-5~i
~Z~~-_ _- .... ~:~ ,,, ,, , . '-:-,. ._-~ ~.
MAP NUMBER
1~C02~ ~
~ 10
' .
ated Areas "~..,=~ .,., ,..,. o~... ,,.
,, , ,,,, , , ,,, , , ,, , ,, , , ,, ,,,, , , ,,, ,,, , , , ,, , , ,, , , ,,, , t, ,, , , ,,, ,, , ,, J , , , , , , ,, ,, , ,,,,, ,,
FIRM
City of ~mel ~~ent of Cmmunity ~c~
H=el ~11 ~H~n ~urch Edumtlm ~n9 Ad~im
14~1 H=el ~1
ADLS ~mdment
Botch 4, ~
I I I I IIIIII III I iii II I ii i i i i iiiiii ii ii i iii iiii ii i iiii i i iii iiii ii i i i
iii ii ii i , ,, imlll ii i, i i i i , ,,, i ii i i i, , , d~l~i~lk~ I I'' ' , , , I,, ,, ,
86' 03' 45"
................................. ~ :_ - ............. :.'.._. ;: 40" 00' 0 APPROXIMATE SCALE
, , ~ ' Kirke~l ' / AE
I~~/ ~ · , (~tmterritori~ Jufis~ction) ~ t,
' '1180081'{' Fire
I! ~. Pr ect Site ~ ~aNA
: . _ _ ,,, ,, , . .-/- ,. ._-~
or amendes ~lch may k~ ~e~ ma~ ~ue~ to ~e ~e on the
~tle ~k. For t~ later ~t in~rm~ion a~ ~o~ ~o~ I~uranc~
......... P~m .oo~ mare cn~ t~ ~E~A F~ M~p 8t~a ~ ~.
,
f. ,
DESCRIPTION
· The Lumark Wal'-Pak provides
a durable and efficient exterior
light source for any application
requiring maximum
performance and minimum
maintenance. The rugged, die-
cast aluminum housing,
stainless steel hardware and
sealed and gasketed optics
compartment combine tot
make the WaI-Pak virtually
impenetrable to contaminants.
U.I_ listed end CSA certified.
APPLICATION
, ,
Easy to install, the
WaI-Pak complement~ any
environment and is ideal for
Ioadlng docks, underpasses,
tunnels, stairways, building
entrances, vehicle ramps and
schools.
CA! )G dP:
SPECIFICATION FEATURES
A-Housing
.Die-cast aluminum housing
is finished in dark bronze
polyester powder coat.
B...Optical System
Impact resistant borosilicate
prismatic glass or
polycarbonate refractor.
C-.-Gasketlng
Foam-in-place high-temperature
silicone gasketing seals out
external contaminants.
D...Ballast
High power factor ballast with
class H insulation. Minimum
starting temperature is -40'C
(-40'F) for HPS and -30' C
(-20°F) for MH.
E...Lena Assembly
Lens assembly is hinged at
bottom for easy in'stallation
and relamping. Refractor is of
impact-resistant borosilicate
prismatic glass or polycarbonate.
MOUNTING DETAIL
_
, , , , ,,, , , ,,
i ii. il illl i i i ii.-
TYPE CC
MHWL- I?5-~-LL
LUMAR;
WLWAL-PI
50-40t1
High Pressure Bodl
Metal Hal
WALL MOt
DIMENSIONS
ENERGY DATA
Relltor lMIllt iq)ut Wlttl
SOW HPS NPF/HPF (58 Wins)
?ow HPS NPI:MPF (82 Wlnsl
IOOW' ~ NFFJHPF (118 ~
1sow HPS NPF/HPF (17S Wlw
SOW MH HPF (69 Wins!
?0W MH ~ (~4 W. ns!
100W MH HPF 112~ MI
150W HPS HJ~ (id0 W. ns)
2SOW HPS HPF (300 Winsl
CWA BINiiI laFut WIItl
I?SW MH HI~ (210 Watts}
.....4M).W M..H H .PF.:(.4~ Wlltl}
4Dow IfS flP~ (~6s WiuII
COOPER LIGHTING
SCHMIDT
ASSOCIATES
East Elevation - Unit B
Existing
EAST ELEVATION
Hazel
Dell
Church
North Elevation - Addition
North Elevation - Unit B
Existing
Entry Elevation - Unit
uogippy
I IIMMI I
suo/Enaja i 8 x
CI A
U
ill n
I O
O
1 J
I.I'
s_•
Lam.
J w
1
i j
ii
I CO
w■ c
ai
111.11
U ja) 1
q s c
t H
•x
ii
Z w
d
z
j
10 :::1::::
I o
1:__
.7„,,,,
11.1,,
I W
L 4t
1 1 w
Ii
x,t,
.1
4 gp
r:
i
lots fi 4,
4 I
t 1,
t 4
i y
k ,...-...-,-,re .1
r
ti
i i �a 1 G•
■��rlr ��■r�
CO
ow g
c
____NIN
■rte „,,,,,im
a ■amr •11.1610 b to
r iai iiii r
awls ■orie� 6 I
0
c
t t,'" 1.1, o
La C
a)
W W w
t a Mfr. e
.1,
i ■'i,'‘..'-''''''''
i
il