HomeMy WebLinkAboutApplicationsDate
Name o£ Project:
JANUAKY 14, 1999 DOCKET NO.
APPLICATION for ARCHITECTURAL DESIGN~ LIGHTING, and SIGNAGE
FEE:S500.00
CARLSON OFFICE COMPLEX ' :' ' '
Address:
9830 NORTH MICHIGAN ROAD
Type of Project: COMMERCIAL RENTAL SPACE
Applicant: C & C REALTY COMPANY, LL.C. Phone No.
Contact Person: REED CARLSON Phone No.
15 19S9
DO~ '
(317)876-2519 ,.,:.
(317) S762~519~:''~
Address: 9560D NORTH MICHIGAN ROAD CARMEL, IN. 46032
Legal Description: To be Typewritten on a separate sheet
Area (in acres) 5,0 +/- Zoning I-1
Owner 0fReal Estate: C & C REATLY COMPANY, L.L.C.
Carmel: Clay Township: XX
Annexation: Y or N_N_
Other approvals needed:
N/A
PARKING
No. of Spaces Provided: 34
No. Spaces Required:
DESIGN INFORMATION
32
Type of building: STEEL/BLOCK/ALUMINUM
Square Footage:
Exterior Materials:
Maximum No. of Tenants:
Water buy: IWC
62,420 Height:
BRICK / BLOCK / ALUM
7 ' Type of Uses:
Sewer by:
No of Buildings:. 7
15' No. of Stories
1
Colors: BEIGE/BROWN
OFFICE/RETAIL/WHSE
CLAY TWP. R. W. D.
sSforms~adls.app revised 01/07/97
LIGHTING
Type of Fixtures: HPS WALL PACKS Height of Fixture: 10' - 15'
No. of Fixtures: 40 +/-
Additional Lighting:. N/A
*Plans to be submitted showing plant types, sizes, and locations
Signature of Applicant Title
REED CARLSON JANUARY 14, 1999
(Print) Date
State of Indiana,
County of HAMILTON
Before me the undersigned, a Notary Public for
HAMILTON county,
State of Indiana, personally appeared REED CARLSON and acknowledged the
execution of the foregoing instrument this 14th day of JANUARY ,19 99.
My Commission Expires:
Notary Public
DATE:
JANUARY 14, 1999
Preliminary
Final
Amended or Changed
DEVELOPMENT PLAN
APPLICATION
Fee: $500.00 plus $25.00 per acre
DOCKET NO.
Public Hearing Required
Received By / Date
Checked By
Name of
Project:
CARLSON OFFICE COMPLEX
Project
Address: 9830 NORTH MICHIGAN ROAD CARMEL, IN. 46032
Legal
Description: (To be typewritten on separate sheet and attached)
Name of
Applicant:
Address:
Contact Person: REED CARLSON
Name of
Landowner:
Address:
Plot Size:
Present Use
of Property:
C & C REALTY COMPANY, L.L.C.
9860D NORTH MICHIGAN ROAD CARMEL, IN. 46032
Telephone: 876-2519
C & C REALTY COMPANY. L.L.C. Telephone:
9860D NORTH MICHIGAN ROAD CARMEL, IN. 46032
5.0 + / - ACRES Zoning Classification:
COMMERCIAL RENTAL PROPERTY
876-2519
I-1
Proposed Use
of Property: COMMERCIAL RENTAL PROPERTY
NOTE: This application must be filed in duplicate and accompanied by: a) Two (2) copies of
the development plan which the applicant will be responsible for distribution among TAC members;
b) All necessary supporting materials.
The undersigned agrees that any construction, reconstruction, enlargement, relocation or
alteration of structures, or any change in the use of land or structures requested by this application will
comply with and conform to all applicable laws of the State of Indiana and the zoning ordinance of
Carmel, Indiana, adopted under the authority of Acts of 1979, Public Law 178, Sec. 1, et seq, General
Assemble of the State of lndiana, and all Acts amendato~y thereto.
Signed:
Agent
(Typed)
REED CARLSON
(Typed)
STATE OF INDIANA
County of HAMILTON
SS:
Before me the undersigned, a Notary Public for
HAMILTON
(county of residence)
County, State oflndiana, personally appeared
REED CARLSON
(name of person)
and acknowledged the execution of the foregoing instrument this. 14th
19 99.
day of JANUARY
(Notary Public Signature)
(Printed or Typed)
s:Worms\devplan.app
Rev. Oct. 1995
OWNER:
ADDRESS:
ZONING:
UTILITIES:
PROPOSED ADDRESS:
ARCHITECT / ENGINEER:
GENERAL CONTRACTOR:
GENERAL INFORMATION
C & C REALTY COMPANY, L.L.C.
9840 North Michigan Road
9850 North Michigan Road
9860 North Michigan Road
9870 North Michigan Road
Carmel, Indiana 46032
Clay Township
Hamilton County
n,a>USTmAL
Electric
Gas:
Water:
Sewer:
Telephone:
Indianapolis Power & Light
Indiana Gas Company
Indianapolis Water Company
Clay Township Regional Waste District
Ameritech
9830 North Michigan Road Phase I
9832 North Michigan Road Phase II
L. M. Russell & Associates
Garuston Construction
AREA DESCRIPTION
The site is approximately 0.5 miles north of Interstate 1-465, 0.25 miles north of the Marion County line
and 0.75 miles south of the Boone County line abutting the west side of U.S. 421 or Michigan Road.
Immediately adjacent to the site north and west is Mayflower Park, to the south is vacant ground all
zoned Industrial (I-1) and to the east is vacant ground currently agricultural zoned General Business (B-
2/3/4).
SITE DESCRIPTION
The entire site encompasses approximately 9 acres with approximately 600' fronting Michigan Road.
The improved property, containing approximately 3.6 acres, is a mixed use development consisting of
five buildings with approximately 40,000 square feet. The three one story buildings fronting Michigan
Road were erected between 1967 and 1971. An 8,000 square foot addition to the 9840 building was
built in 1998. All are constructed similarly with a structural system utilizing concrete block with steel
beams and columns, metal bar joists and deck. A facade covers the concrete block consisting ora brick
veneer, store front windows and doors and a cedar shake shingle roof. The two one story buildings to
the rear were erected in 1986 and 1994 with a concrete slab, wood framing, aluminum siding and an
asphalt shingle roof.
PROPOSED IMPROVEMENTS
There will be three phases of improvements to the property and development plan as described in the
Specifications below. All phases are independent of one another but completion of all phases would
likely be within approximately two years. Phase I and Phase I1 are mixed use commercial structures
developed on a speculative basis with construction beginning once permits have been approved and
released. Phase III will begin to coincide with the improvements INDOT has proposed to the Michigan
Road corridor.
SPECIFICATIONS
PHASE I: This building will be located at the front of the property along Michigan Road to be
known as 9830 North Michigan Road. The 9,800 square foot structure will implant a foot print 70'
wide by 140' long with a 16' low side eaves height. The structural system consists of two 35' long
multi-span frames with five 28' wide bay spaces. The minimum clear dimension between the finished
floor and the intersection of the column and rafter is approximately 13'-9". However, the minimum
clear dimension in the bay area between the frames exceeds 15 feet. The steel structural system of the
building utilizes beams, columns, metal deck and bar joists. The exterior walls are insulated 8" concrete
block plus masonry pilasters. The roof system will be single sloped utilizing a 24 gauge "Starshield"
standing seam roof panel system with an "Alum-Zinc" (grey) finish and includes 6" (R-19) white
reinforced vinyl faced fiberglass insulation. The front facade or east and north walls will have an
elevation face with brick veneer and glass panel store front windows and doors. The roof elevation uses
cedar shake shingles along the sloped canopy with a 3' soffit area below for signage and recessed
lighting underneath the soffit.
PHASE H: These buildings will be located toward the rear of the property to be known as 9832
North Michigan Road. There will be approximately 50,000 square feet of warehouse space consisting
of six buildings all constructed similarly. The structural system will consists of concrete block and
multi-span steel and metal frames with the minimum clear dimension between the finished floor and the
intersection of the column and rafter of approximately 12'. The steel structural system of the building
utilizes beams, columns, metal deck and bar joists. The exterior walls are insulated 8" concrete block
plus masonc/pilasters. The roof system will be single sloped utilizing a 24 gauge"Starshield" standing
seam roof panel system with an "Alum-Zinc" (grey) finish and includes 6" (R-19) white reinforced vinyl
faced fiberglass insulation. The front elevation will utilize textured concrete block and a landscaping
buffer between the asphalt and the block wall.
~SE m: In addition to the building improvements, we are also proposing to improve parking lot
safety and traffic flow by reducing two ingress and egress points on the north end of the property to one
ingress and egress point as shown on the proposed site plan. INDOT has already granted approval and
released construction permits. Once the proposed access point has been installed, extensive landscaping
will be installed along the entire 600' of the Michigan Road frontage.
PARCEL B
The foUowing described re~l estate in Hamilton Cotmly. Indhnm
Prat alum sou~ half af.%e~ion 7. Township 17 Nazth, R:,n6e 3 E~st in
Hnmihon County. Indi~. more pardcuhrl7 described as to[lows:
Beginnin6 at n point h~ thc c~teri[n¢ of Mic~gen Roed. 1054.75
sorest of ~e inter~ctinn of ~c no~ line of thc ~ou~ h~f of ~d
S~tion 7 ~d s~d centime of ~c~g~ Ro~; ~c= continuing
sau~easl on ~d along s~d c~mcrl/nc 624.90 fcc~ ~ a ~in~ w~ is
169.02 fe~ no~wes~ of the inlc~cc6an o~ ~d cenZ~Jinc ~d
~u~ I~e o~ ~id Sec~on ?; ~cnce de~ec~ng Io ~e rJgh( 107
3~ m~ut~ 30 ~cands in a we~c~]7 direcZiou ~g.$8 fce~ m ~e
righ( oE way line of ~c [ndlan~polis and No~hwes~cm Traction
Comply; ~cncc dcfl¢c~ng ~a thc right 72 degrees 47 miau~es {n
no~wes~crl~ direcdun an ~nd ~ong s~d right of ~y 62g.5S
~ce defl~ng ~o ~ ~ [07 dc~ces 40 ~nu~ 30 seconds
~rly direclion 605.56 f~ ~ ~e pl~ of ~gi~ng.
.PARCEL A
Prat of ~he South Half of Sect/on 7, Township 17 Nor~ Range 3 1:~.~[
of the Second Principal Meridian, in Fl:uailton Count, Indiana, as
described as follows:
Commencing et the Southwest comer of ~e Southeast qua~.t of said
Section 7; thence North 89 degrees 59 minutes 06 seconds E~st
(assumed be.~ri~g), alon6 the South line of the Soudmas~ Quarter of said
Section 7, 2.311 feet to thc Southcmst comcr at' thc ~ eslale conveya::l
Ia Ray P. Scheid and Lany E. ?fast by Wa,~mty Deed r~:orded as
Instrument #935[238 in the Office of the Record~ of Hnmiltan County,
Indiana; 1hence North 19 degtets ~3 minutes 03 seconds West 1146.17
f~t to the Northea..~ comet or' said Scheid/Pfost real esl~.e; thence
North 118 degrees 06 minutes 16 secnncLs E~st 1.49 feel to Ilo Point at'
Beginning, bein~ a comer of Lhe mai estate conveyed to Avenue Realty
Corporation by Wannnty Deed recorded in Deed Record 337. pa6es
453.455 in said recorder's ot"'fice; thence North 19 degree 26 minutes
46 sc:onds W~st 625.12 feet (625.02 feet d~d) ta the Northeast comer
or' said Avenue Realty Corporation real estate: licnce Nor~ 86 degrees
16 nliaUte's 34 seconds East .long an extension of the North line o£ sold
Avenue Realty Corporation teal estate 49.84 feet to the East [in~ of the
old t~ction lie right o£ way (as ealculat,'d from plat o£ North American
p~rk recorcb:d in tnstrum~t #8926468 in said. recerder's al:lice); thence
SouOS 19 de6rc~s 33 nlJnute$ 0~3 secunds East along said East line
625.36 feet; tbenc~ Souli 116 deg,:es 08 ralnums 16 seconds W'e~t 51..00
feet to ~ Paint o£ Beginning.
" WASHll~'GTON TWP. -"~-. ~--:' "* ~' :'~ .....
46032 ~
~, ~ . ·
--q..,;~ '~ ~ , ~
C~=aC~YTO~S~P.m~a ~ I 11~1~1~10 , ~ ~ ~
-~->-,~ , ,-~ · . ,,
...... ~:.r-" - - ~-:r~ :-- LOCATION / ZONING
GEOLOGY ANDHYDROGEOLOGY
ReeionaI Geology
The Site lies in the Tipton Till Plain physiographic unit of the State of Indiana. The
Tipton Till Plain is typically flat to gently rolling ground moraines, punctuated by end moraines
and modest entrenchment of streams that provide some topographic variability.
Topsoil on the Site consists primarily of the Brookston and Crosby soil series. The
Brookston soil series is described by the U.S. Department of Agriculture Soil Conservation
Service as being deep, very poorly drained soils while the Crosby soil series is described as
deep, somewhat poorly drained soils formed in glacial till.
The unconsolidated natural deposits in the vicinity of the Site have been mapped by the
Indiana Geological Survey as being glacial tills. Tills commonly consist of a heterogeneous
mixture of clay, silt, sand and some gravel with scattered cobbles and boulders. It is not
uncommon for lenses of sand and gravel to be interbedded within the tills. Glacial drift
thickness is approximately 160 feet in this area.
The Site lies in the Scottsburg Lowland bedrock physiographic unit of the State of
Indiana. Bedrock beneath the Site is Devonian and Silurian age limestone, and occurs at an
elevation of approximately 725 feet mean sea level (msl).
Re' rial H dro eolo
Water in this region is primarily withdrawn from both the sand and gravel and bedrock
aquifers. Properly constructed wells in this area may yield up to 100 gallons per minute (gpm).
Piezometric maps published by the Depat huent of Natural Resources, Division of Water
9~40-9870 North Michigan Road
5
indicate the groundwater gradient of the principle aquifer beneath the Site is in a southwest
direction toward Eagle Creek.
9840-~870 ~[orth MicMgon Ro~d
6
FIGURE I
SITE '- · ~'.
LOCATION
MAP ;,~ ~-
· .~ i_--~. --- - -
.--, ' -!: -. ~ P ' - \'- - - - - .7%;~' ,,/~-_,-,~ .. ---- . -:~- '
: '~,~T.._~=.~_' .-~--~ - ,/- l- ~--- ---~.-'-~ ,~'
'.--..---~ ~ '-' ~ ~-J".J ,~'~.- - '', .- , r- '-. ~, -.,_ '--.._. - ) ~..
'. ~ "' ~ 7 -., .%.... ~ ,_ .... 8 __-"_L--~""~%.~ 4,
~' .. - .-'. ~-"'-~-V~~I~%~L'~,
,-_-'..%' x'~ Ia, __~- Y~" ~,-~ ,~___~ .:'¢-~li't'~, lltq: ..,...,-.- "k.~4~"~. ~."'~1~,'4.~ -'
I!.1~'~1 ,'.,---'1 (I,Y~ . - / ~ .~--'-'-~% &-~"~,' \""_:/( iL~ .......... ~':l?,,'~ :
~.:,..!~ ~.. I!/ · ,' --'I i- \\-~,~ !~,.~.~.,~.,--~'--.-"~.,- ~.,'~:~
.. _._. ~ _.,,.
~~ -. ~ ...'.. ~'_'_~_~,~--~'"S"' ""~'- ~"' . ' ' · ~ - iii
~1 - ..o~ ,-: _ ,,.. , ..~ ..-., .-.
_ · . . h . .1~
?AEPAILED FOR: ~ PREPARED BY:
C & C Real~y, Carmel, TN /~ .I Ale & 14i~z±s End,near,nS
PRO.JECT N,~E PRO.CT ~O OA"~ 5/97
C & C Realty Company N7137
'N Z! '_l
~ ~NO08
E E E
h
j~
ABOVE: FACING SOUTH LOOKING THROUGH ENTRANCE GATE AT THE INSIDE SOUTH WALL (s~"a" ON PROPOSED $ITEPLAN}
BELOW: FACING NORTH IN THE SOUTH WEST CORNER LOOKING AT LAST BUILDING & NORTH WALL (SEg"B" ON pROPOSEOSITE PLA~)
'HERITAGE
BUILDING SYSTEMS
//
'HERITAGE
BUILDING SYSTEMS
IECT: ALL STORAGE, INC, AMARILLO, TEXAS
DATE:
DEVELOPMENT PLAN
APPLICATION
Fee: $500.00 plus $25.00 per acre
NOVEMBER 19, 1997
DOCKET NO.
Preliminary
Final
Amended or Changed
/
Public Hearing Required
Received By / Date
Checked By
Name of
Project:
Project
Address:
Legal
CARLSON OFFICE COMPLEX
9830 NORTH MICHIGAN ROAD CARMEL, IN. 46032
Description: (To be typewritten on separate sheet and attached)
Name of
Applicant:
Address:
C & C REALTY COMPANY, L.L.C.
9850 NORTH MICHIGAN ROAD CARMEL. IN. 46032
Contact Person: REED CARLSON
Name of
Landowner:
Address:
Plot Size:
Present Use
of Property:
Telephone:
C & C REALTY COMPANY. L.L.C. Telephone:
9850 NORTH MICHIGAN ROAD CARMEL, IN. 46032
5.0 + / - ACRES Zoning Classification:
COMMERCIAL RENTAL PROPERTY
876-2519
876-2519
I-1
Proposed Use
of Property: COMMERCIAL RENTAL PROPERTY
NOTE: This application mus~ be filed in duplicate and accompanied by: a) Two (2) copies of
the development plan which the applicant will be responsible for distribution among TAC members;
b) All necessary supporting materials.
The undersigned agrees that any construction, reconstruction, enlargement, relocation or
alteration of structures, or any change in the use of land or structures requested by this application will
comply with and conform to all applicable laws of the State of Indiana and the zoning ordinance of
Carmel, Indiana, adopted under the authority of Acts of 1979, Public Law 178, Sec. 1, et seq, General
Assemble of the State of Indiana, and all Acts amendatory thereto.
Signed:
Agent
(Typed)
REED CARLSON
(Typed)
STATE OF INDIANA
SS:
County of HAMILTON
Before me the undersigned, a Notary Public for
County, State of Indiana, personally appeared
and acknowledged the execution of the foregoing instrument this
19 97.
HAMILTON
(county of residence)
REED CARLSON
(name of person)
19th day of NOVEMBER
My Commission Expires:
sAforms\devplan.app
Rev. Oct. 1995
(Notary Public Signature)
MARY C. CARLSON
(Printed or Typed)
Date
Name of Project:
Address: 9830 NORTH MICHIGAN ROAD
Type of Project: COMlVlERCIAL RENTAL SPACE
Applicant: C & C REALTY COMPANY, L.L.C. Phone No.
Contact Person: REED CARLSON Phone No.
Address: 9850 NORTH MICHIGAN ROAD CARMEL, IN. 46032
Legal Description: To be Typewritten on a separate sheet
Area (in acres). 9.0 Zoning I-1
Owner of Real Estate: C & C REATLY COMPANY, L.L.C.
Cannel: ~ Clay Township:. Y Annexation: Y or
Other approvals needed:
DOCKET NO.
APPLICATION for ARCHITECTURAL DESIGN, LIGHTING. an~-Sl~AGE
COMPLEX
N/A
PARKING
No. Spaces Requked:
DESIGN INFORMATION
No. of Spaces Provided: 56
(317) 876-2519
(317) 876-2519
45+/-
Type of building:
Square Footage:
Exterior Materials:
Maximum No. of Tenants:
Water b/y: IWC
STEEL / BLOCK
9,800 Height:
BKICK / BLOCK
6 Type of Uses:
Sewer by:
No of Buildings: 1
15' No. of Stories 1
Colors: BIEGE/BROWN/RED
OFFICE/RETAIL/WHSE
CLAY TWP. R. W. D.
s:~formsXadls.app revised 01/07/97
LIGHTING
Type of Fixtures: HPS WALL PACKS Height of Fixture:. 10' - 15'
No. of Fixtures: 40 +/- Additional Lighting. N/A
*Plans to be submitted showing plant (vpes, sizes, and locations
Signature of Applicant
PRESIDENT
Title
KEED CARLSON NOVEMBER 19. 1997
(Print) Date
State of Indiana,
County of HAMILTON
Before me the undersigned, a Notary Public for HAMILTON county,
State of Indiana, personally appeared REED CARLSON and acknowledged the
execution of the foregoing instrument this
My Commission Expires:
19th day of NOVEMBER, 199 97.
Notar~ Public
GENERAL SITE INFORMATION
OWNER:
ADDRESS:
ZONING:
UTILITIES:
C & C Realty Company L. L. C.
9840 North Michigan Road
9850 North Michigan Road
9860 North Michigan Road
9870 North Michigan Road
Carmel, Indiana 46032
Clay Township
Hamilton County
Industrial (1 - 1)
ELECTRIC:
GAS:
WATER:
SEWER:
TELEPHONE:
Indianapolis Power & Light Company
Indiana Gas Company
Indianapolis Water Company
Clay Township Regional Water District
Amefitect
AREA DESCRIPTION
The site is approximately 0.5 miles north of Interstate 1-465, 0.25 miles north of the Marion County line
and 1.25 miles south of the Boone County line along the west side of U. S. 421 / Michigan Road.
Immediately adjacent to the site north and west is Mayflower Business Park, to the south is vacant ground
all zoned Industrial (I - 1) and to the east is vacant ground currently agricultural zoned General Business
(B- 2/3/~.
SITE DESCRIPTION
The site encompasses 9.0 acres with approximately 600 feet fronting Michigan Road. The mixed us...~e
development consists of four buildings with major tenants such as NAPA Auto Parts, Enterprise Rent A
Car, and Chemical Leaman. The three one-story buildings fronting Michigan Road were erected between
1969 and 1971 and are of concrete block, brick, and steel truss construction. The one-story building to the
rear was erected in 1986 of wood framing, aluminum siding and asphalt shingle roof construction.
Thc foilawing dc~c~bcd real es~e in Hamilton County. ~
Patt of the south ludf of Section 7, To~w,~ip 17 Natth, RaaG¢ 3 ~ ia
Hamilton County, Indiana, mare patficulat~ dc.%'r/bed as follows:
~cginning at a point in th; C~tL'~'L~tlc; of Mich/g~n Road. 1054.75 f~t
sorest of ~e ~t~fion of ~t no~ l~e al thc sou~ h~ of ~d
S~tion 7 ~d ~d ccn~l~e of ~g~ Ro~; ~c= confindng
so.east on md along s~d c~mcrlinc 624.~ [~t ~ a ~ ~ ~
1169.02 fe~ no.west of the intc~c~an of ~d c~t~linc ~d ~
Mu~ t~ of ~id S~fion 7; ~ce deflating m ~c debt 107 ~
3Z ~ut~ ~0 ~conds in a ~ly di~fiou ~.~ f~t m ~c
~t of way ~ of ~ Ifldia~l~ and No~hw~t~ T~i~
Comply; ~ce deflating to ~hc fight 72 dc~r~ 47 miaut~ ~ a
no~w~tcrly direction on and ~ong ~d dgh~ of ~y 62~.55
~atly ~re:tion 60S.Si f~t m ~e pl~ of ~gi~ng.
AND
Pat[ of the South I-leaf of Secion 7, Township 17 Nort~ l:L~ge 3 ~
of L~n Second Prindpal Meridian. L~ H~miiton County, Imfim~. as
des=ribed as follows:
Commenc{nl~ at the Southwest curr~r of t~c Soufl~czst ~ of ~d
S~an 7; ~cc No~ 89 dc~ 59 ~nu~ 06 ~nds ~
(~cd b~g). along ~c Sou~ linc of ~c Soufl~ Q~ of ~d
S~fion 7, 2.38 f~t to ~c Sourest ~mcr oE ~c ~ ~t~ ~vcy~
m ~y P. Scheid ~d L~ E. Pfa~ by Wa,~ De~ ~
I~: ~9351238 in ~e O~ce of ~e ~= of ~mn ~,
~; lh~t No~ 19 deg~ ~3 mie,,*~, 03 ~a~ W~ 114&.17
N~ g8 d~ 0g min~ 16 s~nn~ ~ 1.49 f~t ~ ~ Poim
~, being a co~r of ~ mai ~m ~nvey~ to A~ue
~Oon by ~m~ D~ mco~ed ~ D~ ~a~ 337.
4S3~55 ~ said recarder's o~; ~enc~ No~ 19 d~ 26 ~u~
46 ~:on~ ~ 62~.12 fe~t (6~.02 f~ d~) m ~e No~
of ~ Avenue ~ Co~o~fion r~ ~ ~ N~ ~g
Av~u~ R~ Co~a~oa ~ ~m 49.84 f~ m ~ ~ ~
old ~cfiou lic d~t of ~y (~ ~! ~m plat of N~
~ 19 dc~ 33 ~ums 03 ~:un~ E~t ~ong ~d ~ 1~
f~ m ~ Pa~t o~
FIGURE I
]
]
]
]
]
.]
]
]
GEOLOGY ANDHYDROGEOLOGY
Regional Geology
The Site lies in the Tipton Till Plain physiographic unit of the State of Indiana. The
Tipton Till Plain is typically flat to gently rolling ground moraines, punctuated by end moraines
and modest entrenchment of streams that provide some topographic variabilily.
Topsoil on the Site consists primarily of the Brookston and Crosby soil series. The
Brookston soil series is described by the U.S. Department of Agriculture Soil Conservation
Service as being deep, ve~ poorly drained soils while the Crosby soil series is described as
deep, somewhat poorly drained soils formed in glacial till.
The unconsolidated natural deposits in the vicinity of the Site have been mapped by the
Indiana Geological Survey as being glacial tills. Tills commonly consist of a heterogeneous
mixture of clay, silt, sand and some gravel with scattered cobbles and boulders. It is not
uncommon for lenses of sand and gravel to be interbeddod within the tills. Glacial drift
thickness is approximately 160 feet in this area.
The Site lies in the Scottsburg Lowland bedrock physiographic unit of the State of
Indiana. Bedrock beneath the Site is Devonian and Silurian age limestone, and occurs at an
elevation of approximately 725 feet mean sea level (nmi).
Regional Hvdro~eolo~v
Water in thi~ region is primarily withdrawn from both the sand and gravel and bedrock
aquifers. Properly constructed wells in this area may yield up to 100 gallons per minute (gpm).
Piezemetric maps published by the Depastment of Natural Resources, Division of Water
9840-9870 North Michigan Road
indicate the groundwater gradient of the principle aquifer beneath the Site is in a southwest
direction toward Eagle Creek.
9840-9870 NoOk Micklgan Road
WASHINGTON
i ,
46074
TWP.
46032
46280
TWP.
46033
DELAWARE
TWP
4;6260
46240
LOCATION / ZONING MAP ~.
ZONING I - 1 ~
(INDUSTRUU-)
EXISTING SITE PLAN
Proposed Site Plan
SITE PLAN'
! - !
,I,
'1 I I r I I -] I I T
SITE PLAN
~ 1"= 30'
PARKING PROFILE
Square Foot
Parking Required
Parking Provided
Existing Existing Tot.el
Warehouse Office Exist,'ng
14,110 25,300 39,410
28 84 113
32 93 125
Square Foot
Parking Required
Parking Provided
Proposed Proposed Total
Warehouse Office Proposed
58,220 4,200 78,820
116 14 130
118 16 154
Square Foot
Parking Required
Parking Provided
Total Total Total
Warehouse Office Developed
72,330 29,500 101,830
145 98 243
150 109 259
NON-lC HOUSING
· For coilings with 2' x 6"
· For non-insulated ceilings
or where insulation can he
kept 3' from housing
(U,S. only)
DESCRIPTION
For use in coilings where 2'x 6'
joist construction ia used.
Houel~ Foatur~
· Integral thermal protector
guards egsinst misuse of
insulation materials and
improper lamp)rig.
· Ad)ueteble socket bracket
allows the uca of different
ismp types and sizes aa well
se eseoring proper and
consistent ismp positioning.
· Junction Box is listed for
through branch circuit wiring
end has seven 1/2' knockouts
and four Romex knockouts
with true pry out slots. Romex
knockouts include built in
strain relief and require no
additional clamps.
·Pisster freme includeslocking
~rew for hanger bars end
cutouts for crlmping hengm'
bare in position,
· Pr~ln~alled, captive bar
hangers allow housing to be
positioned at any point within
a 24' joist span. Score lines
' providsd for easy field
shor~aning for 12' joist~
Unique arrowhead design
provides"Neilese"
installation. Bat hangers can
be repcoitioned gO' without
tools. Hangers fit ontoT-Bar
apllne for quick alignment
end can be permanently
secured with optional
TB7T-Bar clip.
Instollet]on Fcotums
· ' 5 1/2" Height allows use in
2"x 6' joist constru~on.
· Housing adjusts to
accommodate ceilings up to
2' thick.
Listings
· UL Damp Location
· UL FeedThrough
· CSA Certified
OlMENGION$
n4~mm)
116Sram)
Listed for ~,~ s~:.
PATENTED
WPS Series
Mini.Wallprism
35 walls to 100 walls
High Pressure Sodium
PRODUCT SPECIFICATIONS
CI APPLICATIONS
Secer;ty. accent, convenience and perimeter
Iighling Lighling over entrance ways and
garage doors Indoor parking garages, lunnels.
overpasses end alleys
E] CONSTRUCTION
Precision die-casl aluminum housing finished
in Duraptex I1' bro~ze polyesler powder
weft unil supplied wilh die-casl aluminum
extender.
Deluxe glazed porcelain lamp socket Field-
ediuslable lot "line tu~ing" et vertical hght
disbibulion
Coolinuous SlllCOfl~ rubber gasket belween
housing and retreolor p~ovk:lus a tighl
"weslher-resislaol" seal
Impact resislenl UV slabihzed polycarbonale
refraclot relards yellowing One p~ece 'wrap
around" reflecler fo~ maximum I~ghl ol~lizabon
end optimum dislnbulion. Catadm~lic refraclor
redirecls light a~d minimizes glare Hinged and
secured by two captive 'lamper-resislant"
[] OPTICS
H~gh~y specular anodized aluminum relleclor
ter smoolh "down & OUl" d~sltibuPon
[] BALLAST
JnDul (277V available, consuII feclery) Refer Io
[] INSTALLATION
[] LAMP
Supplied w~h medium base lamps (See
(xde~ing iolormallon ) Reler IO Section 12 for
lamp dale
35-7o watt 100 walt
ORDERING INFORMATION
Calalo~ No. Walls Lamp Base Veils Weighl Ballast
HIGH PRESSURE SODIUM
IIWPS$SNLXL 35 E t 7lB 17 Medium t 20 6 lbs Reactor (NPF)
BWP$$0NLXl 50 EIT/Bt7 Med~Jm 120 6 lbs Reeclor (NPF)
IWPS?0NLXL ?0 EI7/BI7 Medium 120 6tbs Reacler (NPF)
IBWP81OlNLXL 100 BI 7 Medium t20 ? lbs Reacl(x (NPF)
I~.{.LASTS Alt HPS un~ts Sul~l~d w~h no~rnal powe~ facto~ reaclOr ballasts lot 120V maul only Fo~ h,gh
WPS101NLXL
OPTIONS
To o~der Ihe following faclo~ inslalled
of)lions, add appropriate s~flix lo Cai No
Suffix
FUSING; In-line fusing lo prelect HIO
circuil~y ........................... F8
ACCESSORIES
The following are field installed
accessories Order by Cai No
Cai No
PHOTOCONTROL: Ready-to-wire brae-
delay tm aolomalic "dusk-to*dawn"
lighting ............................ P110A
BSlock Ilem: Normally can*led in faclo~/stock and/er at local regional warehouses
STIINI II [] 23
Wellege Convel'llOfl
Cat No Multiplier
WPS3sNLXL .40
WPSSONLXL .70
WPS?0NLXL 1.00
WPSt01NLXL 1.63
50 walt HPS
tO It. Mounting Height
70 waft HPS
I0 ft Mounting Herghl
100 walt HPS
15 ti. Mounting Height