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HomeMy WebLinkAboutApplication t' . a .- :"1;. U r' . Date - DOCKET NO. Application for Architectural Design, Lighting and Signag~ ~7iIII~:Z0 / " / --(; ;;r ADLS /t.\~ ' ~ ''''v'\ I "'/ 'J: '('.\ AMENDMENT li"~7 ~~~mD f\ Fee $350.00 \1 '~\\ :;01 &J ~\, ~5/ ~(IJ"___ __c::;-(\';/ ~.L~~ Name of Project: Michigan Road Self Storage Address: 9830 North Michigan Road Type of Project: Commercial Building Applicant: Michigan Road Partners Phone No.334-4433 Contact Person; Reed Carlson Phone No. 876-2519 Address: 9860 North Michigan Road Legal Description: To be typewritten on a separate sheet Area (in acres) 2.8 Zoning I-I Owner of Real Estate: Michigan Road Partners x Clay Township: X Annexation: Y or N Carmel: Other Approvals Needed: NIA Parkin a No. of Spaces Provided: No. Spaces Required: Desi2ll Information Type of Building: Block No. of Buildings: one Square Footage: 385 Height: 20' 811 No. of Stories 1 Exterior Materials: b 1 0 c k Colors: beige Type of Uses: office Maximum No. of Tenants: 1 Water by: IWC Sewer by: Clay Township Regional Waste District 1 ~ __ ___ __ J_ __~_ . .. ... u o LIGHTING Type of Fixture: sodi um Height of Fixture: 8' No. of Fixtures: 2 Additional Lighting: * Plans to be submitted showing Footcandle spreads at property lines per the ordinance. SIGNAGE No. of Signs: Type of Signs: W;:\ 11 mnl1nt'~n 1 Location( s): front of buildinq Dimensions of each sign: 15' x 2' Square Footage of each sign: 30 Total Height of each sign: 13' LANDSCAPING * Plans to be submitted showing plant types, sizes, and locations ******************************************** I the undersigned, to the best of my knowledge and belief, submit the above information as true and correct. Signature of ~ ~ Applicant: J1~ ~ Title: Partner 1< eeo/ C Cl r I SOli Date: 04/17/01 (print) ******************************************** State of Indiana, // .' ./' 88: County of Hamilton _... '" -A'. ~ " Hamilton .... - ~ - --....: ,', '.. County.;' :"'f ackiiowledg~:- di~ APril 1'.---".'-- Before me the undersigned, a Notary Public for State of Indiana, personally appeared Reed Carlson and execution of the foregoing instrument this 17th day of 2000 2001 My Commission Expires: tJ1..tttUi~.k ~L N n.fbl' (/ February 10, 2007 otary cu IC Mary Carolyn Carlson 2 '-J) o /<)F~i]}::->-';~' '" /:>' /'" /"'1 Ilr:-~ 'j i_~J \ -' ~ ~g @J\ C'\ cf) ...'i~% ~o:::: ~~ THE FOLLOWING DESCRIBED REAL EST ATE IN HAMIL TON COUNTY, CAIDJEL, INDIANA: COMMONLY KNOWN ADDRESSES: 9830 NORTH MICmGAN ROAD 9840 NORTH MICmGAN ROAD 9850 NORTH MICmGAN ROAD 9860 NORTH MICmGAN ROAD 9870 NORTH MICmGAN ROAD 9880 NORTH MICmGAN ROAD LEGAL DESCRIPTION: PART OF THE SOUTH HALF OF SECTION 7, TOWNSHIP 17 NORTH, RANGE 3 EAST IN HAMIL TON COUNTY, INDIANA, MORE P ARTICULARL Y DESCRIBED AS FOLLOWS: BEGINNING AT A POINT IN THE CENTERLINE OF MICmGAN ROAD, 1054.75 FEET SOUTHEAST OF THE INTERSECTION OF THE NORTH LINE OF THE SOUTH HALF OF SAID SECTION 7 AND SAID CENTERLINE OF MICmGAN ROAD; THENCE CONTINUING SOUTHEAST ON AND ALONG SAID CENTERLINE 624.90 FEET TO A POINT WIDCH IS 1169.02 FEET NORTHWEST OF THE INTERSECTION OF SAID CENTERLINE AND THE SOUTH LINE OF SAID SECTION 7; THENCE DEFLECTING TO THE RIGHT 107 DEGREES 38 MINUTES 30 SECONDS IN A WESTERLY DIRECTION 608.88 FEET TO THE EASTERLY RIGHT OF WAY LINE OF THE INDIANAPOLIS AND NORTHWESTERN TRACTION COMPANY; THENCE DEFLECTING TO THE RIGHT 72 DEGREES 47 MINUTES IN A NORTHWESTERLY DIRECTION ON AND ALONG SAID RIGHT OF WAY 628.55 FEET; THENCE DEFLECTING TO THE RIGHT 107 DEGREES 40 MINUTES 30 SECONDS IN AN EASTERLY DIRECTION 605.56 FEET TO THE BEGINNING. 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' :r.. . . .-- ,I:; :~, ._~ y , !"',........ t"I '~~ . .'~"'~ :....'::i.,: .~!._~__1_~ ..... ~ o (J > ~ ~ o 2 """'"" N o 2 ~ 2 C1 ~ > ~ i.." -, \~-~~ =:;;;'.';" ;:. ~:1~~~~ I :b.~;~ . , ... ',. ':'~~:-"~~~ i .~ .:';':.~;'.:.~"~"!:.:w~:, . ~'--"---"--' . .. . '. : ~ I' . .j A en .... A : - : . '.. -~- ': ~r.o,J r 2?-"- ::' I .. ~.. j~ ~~.~,~ ~. G1 / ~I/ . t24 /'~! '~-J:R{\) I' ~~~w ~,.:. , fr ('11\ i ~ ~~6 \JI J,~~ ~ ..... ~. .-:.':~ A en o Co) ":l " ~ .~ ~ () t"'" 2<i " ; ':" "_! ~ ..... . -." - ." -. '.. .-tJI \, -' '\i, , ., -..: i ~ ~ , ~ ! ~ L-. n .:; ~ . . ~ .. c <) '-D U GEOLOGY AND HYDROGEOLOGY 'i '~ .~~~ ~~ ~ (P~~ ~~ \ - I Re2ional GeOlO2V \''. '(' - ,-""'- '....; / 'J'~.... _ '.....,j j, ; --~-- 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. Deparanent 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). Re2ional Hvdr02eoloQ:\' 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 Department of Natural Resources, Division of Water 9840-9870 North Ku:bigan Rotlll 5 ..... : ~ o indicate the groundwater gradient of the pri:Dciple aquifer bt-'n~th tbe Site is in a southwest direction toward Eagle Creek. J 1 I] 984fJ-9810 NDrth JfidIircm RDtul ." ] :.- .i~;:~~(;'. . ~~~l" .-.... . .... - -...' . 3~~f: T -- \ ~.:~i\: j;;~~l~~i~:;i;,;;'i.~:.. 6 ,. .~ . .,., .~;..: ., -'.. :::.-= . I '~T I CUENT I PROJECT NAME LOCATION RECO~F SUBSURFACE EXPLQTION Alt & Witzig Engineering, Inc. C&C Realty Company Boring # All & Witzig File No. S0454-F-IN29 Carmel, In I DRIUING and SAMPLING INFORMA nON Date Stanecl 11/02100 Hammer wt. ~ Ibs. ~ ill Date Complelecl 11/02100 Hammer Drop 3lL. In. ~ .. III > . Bonng MethOd HSA Spoon Sampler 00 4- In. .;; Z .. a; oJ ! iii .. Q. .. E E l- 0 e c: <.J ! .2 ~ it I e .. .. c SOIL CLASSIFICATION c: a- STRATA iii 0::: iii .. a; c: c: C .. :; .. .. ~ .. ELEV. ii Q. 0 ~ Iii a- 8 <3 CI) u .. Z l- ~ ~ ::lz: a- .. "'" SURFACE ELEVATION II) Q JI .. 1! Ii ]!~ - :; Cii z: II Q. Q. 1! J!! Q. ! E E =- ';; E . e as . .. "0 OIl .. II II =-.= Q, c in CIl CIl 0 in 011) a- :::t a:: Brown Silly Cl..A Y (Fill) 2.0 . 5S 9 Brown Clayey SILT with Gravel 5 5.5 2 6 1.0 25.1 . Brown moWed Gray Silly CLAY with Gravel 8.0 3 5 20.9 . 10.5 4 8 0.5 12.2 Brown Sily CLAY with Gravel '. 15 Gra Cia e SILT with Sand 15.5 5 S5 24 4.5 7.6 Boring Terminated at 16.0 feet . . . . . . BDrinn MAthod HSA - Hollow Slem Augers CFA - Continuous F1IgtIt Auger DC - Driving Casing MD . Mud DriDlng GROUNDWATER .sz- AI Completion 1Q.5 It. .3t- Alter hoIn It. o W8t8r on Rods Dct It. ss - Driven SplIt Spoon ST. Pntssed Shelby Tube CA - ContInuous F1IgtIt Auger RC - Rock Core CU-CuttIngs . . Page 01 C) ej .. f -' ; I ~~~\ z .. .. i ~ ... "ci.,.....1~" I. I I I ~ 1>~ .~~~~ ~~ ~OC1 % ~ 0/ PATENTED WPS Series \ . '. Mini-Wallprisiri>, . ' 35 watts to 100 watts '~(~ J.J~/ . . High Pressure Sodium PRODUCT SPECIFICATIONS o APPLICATIONS 0 OPTICS Security, accent. convenience and perimeter Highly specular anodized aluminum reflector lighting. lighting over entrance ways and for smooth "down & out" dlstnbutlon. garage doors. Indoor parking garages. tunnelS. Asymmetric design redirects available light overpasses and alleys. into useful 0-600 zone. Refer to Section 12 for pl"lotometnc data. o CONSTRUCTION Precision die-cast aluminum l"lousing finisl"led in Duraplex 11'- bronze polyester powder. 100 wan unit supplied Wltl"l die-cast aluminum extender. Deluxe glazed porcelain lamp socket. Field- adjustable for "fine tuning" of venlcal ligl"lt distnbutlon. Continuous Silicone rubDer gaSket between housing and refractor provides a tlgl"lt "weather-reslslant" seal. Impact resistant UV stabilized polycarbonate refractor retards yellOWing. One-piece "wrap around" reflector for maximum light utilization and optimum dlstnbullon. Catadloptlc refractor redirects light and minimizes glare. Hinged and secured by two captive "tamper-resistant" screws. ORDERING INFORMATION o BALLAST Normal power factor reactor ballasts for 120V input (277V available. consult factory). Refer to Section 12 for electncal data o INSTALLATION Precision die-cast aluminum mounting plate with cast-in knockouts for alignment with all standard recessed bOxes. Allows quick retrofitting over eXisting recessed bOxes. One-tapped hole on each side and top for conduit or photocontrol (1/2" NPS standard) Complete With closure plugs. Catalog No. Wans Lamp Base vons Weight Ballast HIGH PRESSURE SOOIUM -WPS35NLXL 35 E17/B17 Medium 120 61bs. Reactor (NPF) .WPSSONLXL 50 E17/B17 Medium 120 6lbs. Reactor (NPF) .WPS70NLXL 70 E17/B17 Medium 120 61bs. Reactor (NPF) .WPS101NLXL 100 B17 Medium 120 71bs. Reactor (NPF) BALLASTS: All HPS unitS supplied WIth normal power factor reactor IlaUasts lor 120V ,"put only. For high power factor. cnange Cat. No. sullix trorn "Nl)(" 10 -HLX". OPTIONS To .order the following factory installed OptionS, add appropriate s;Afix 10 Cat. No. Suffix ~~~~NG: In-line fusing to protect HID rtry .............. _" 0" 0" 0 o. oFS ACCESSORIES The following are field installed accessories. Order by Cat No. Cat. No. PHOTOCONTROL: Ready-to-wire time- delay for automatic "dusk-Io-dawn" lighting. . 0 . . 0 . . . .. . .. . . .. ..0... .... P110A -Stock nem: Normally carried in tadory stock and/or at local regional warehouses. ?: --"':"'-- o LAMP Supplied With medium base lamos. (See ordering informatiOn) Reier !O Section 1 2 for lamp data. 8 W' B 7.. - - -- - S'. --- ~ :" ~'." 35-70 wan 100 wan WPS101NLXL STOleD r.J 23 CD '. . ~~ ~. I I ! I WPS Series Mini-Wallprism Mounting Height Comenlon 8' 1.56 15' .44 10' 1.00 20' 25 12' .69 25' .16 I I I I I I I "I I I I' I i ..... ,,--..... D N ~~~5"'''' ~ ,...,~ - ~~. 21M_ill ~ "'" ~ ~.2 ~ ~'" I I I ........ r1 "T I ......... r I I I h_a .1 21__ I._a Wattage ConY.nllon Cat. No. Multiplier WPS3SNLXL .40 WPSSONLXL .70 WPS70NLXL 1.00 WPS101NLXL 1.63 3._ .. o II_a 2._a 3..a The cUlVe drawing IS based on a 70 wan HPS und wdh a coated lamp at a 10 It. mountlrlg height. ..... 50 wan HPS 70 wan HPS 10 It Mounting Height 10 It. Mountlrlg Height l( ~(l )\'\ 0 IV(i/(C~rJ\\'\\ 0 1 I U\ ~ I '~I ) J \ \ \ I '- - -Z~V j ~ ) ~... _.2 .1 2 \ ,~ .5 V J 2 ......1 3 .2- I """".... V3 .1 . ) 2 I 0 I 2 3 . . 3 2 1 0 I 2 3 . .( i r , I I I I - I I-~II Mounting Height Converlllon I 'I I I I il' I I I I I I I 1-M_"1I I I I I I I I I I I I -l....... . l I' ~ ~ "">.... o "':', ~ '" \ ~.b: -...:) "- , ~ ~ ,.M..IIL' ~~ w~~~1 ....: WPC Series Cut-Off Wallprism 10' 12' 16' 4.0 2.77 1.56 20' 24' 28' 1.00 .69 .51 h_1ft. .. :--.. 3..a z...... 1.._ Wattage ConyenlJon Cat. No. Mulllpller WPC35NLXL .14 WPCSONLXL 25 WPC70LXL .36 WPC100LXL .59 WPC150LXL 1.00 WPC70MAL .34 WPC100MAL45 o 3._a I..... 2.... .. h...a The cUlVe draWing is based on a 150 wan HPS unit .._. wdh a clear lamp at a 20 It. mounllng height. '50 watts HPS 20 It Mounting He'9h\ , 70 wan HPS 20 It Mll\lIlIWIg Hetgnl 1 o ,/J (( ~ 2~~, 3 3 /h - --,~ I \ \"'. J (1)> \ \ \ "- \"' , _2 1/ J J v"S/ / L-..--3. 1'" 1 2 3 o // '\. ///l~ ,~'\. o ;:Vf, 7 (~ " r\ 0~ , f 2 \"\ ) \ (l ('- _1 51 2 '\.. ....~1.2.1 05 ...... ..::-:- L :::.tl 3 32'0123 '2 108 II STDleD , ~. .::;" ;i" Michigan Road Self StoraJ!e - Awning Example (as seen on Q'Malia's Grocery Store Downtown Indy) o / e o CD Michi2an Road Self Storage - Fence Detail Black Wrought Iron - Classic Style located at the east entry point r I /fl-" .1 -'" . r:: ~ I, ;1,/, ,..,.--\ - ~.I:~~") " I" I .. t<< "" , ." 4. Hand forged bullet finials (Post & Picket Finials) 5. 80"(6'8) center to center 6. 6" center to center Black vinyl coated chain link at west and north side of site " ~ ;t .~ ,\" .~, " '. " .' , " j' ,,',j tY' .' .. , ~. .~: ~ o ! ! ~.f ~: ,. ~~ G - if- }~ W ,-1 ;,,1. W ::t: rQ ::J' o d)~ . I ~, '. ~ ,.:4 \~ ;', (;" :} 'j, ,;" J ,. }; !," '. .. : -Z () - f- '<l >- W lJ ;1. W : , f-:- Q X d) . " - '<t . w ~ ," ~ f. ;) {! I ( ,,;, ".',(D" ".. . ; C' , ji, , ~ .( ; " Ij' .; \, , .. 'if i " I" I 'I \;( ';:\ l' ,\' \ \ \. !' ,.) ,J \ ~ - t- ~ W " --l :f ,:,\ W I! ~ ", f- Q .( (J) I - ~ . ~ , "~\ 1\:( \:' i: 'I " , \, ~ '1\ " \ ,i q,. . "'-<,: it"",,", i' :r;,Jr' ;t!"$'c-~, ,;':~.,Ej' {i1%-:-r-1~~ ',~-~~~f:-<;~'f;l:i!"l~~11A~~~~_~_~if, ; ", ,"J;'i-rp'''~~-~:,~t_~;;'''?;~;:-><~~:;_:,~. I~ II I',"""'" I' ' III I 1 II I 4--/1___ 1 ,..fx.,-......_ vfit 1 c higan Roo al S 0 f ROTC to © - ---c, - „,--. ,, \f „,,,, ,,7 Family-owned, Friendly Service, Hi-tech Security, Quality Storage 0 \,_ ., ' I i May 27, 2001 Mr. Laurence M. Lillig, Jr. City of Carmel, Planning Administrator One Civic Square Carmel, IN 46032 Dear Mr. Lillig: Enclosed please find information regarding Michigan Road Self Storage for you to review for the ill upcoming Special Study Commission meeting on June 5th. We are requesting approval of the exterior decor and signage for our office which is located at 9830 North Michigan Road in Carmel. I look forward to meeting with you next week and discussing this in greater detail. Sincerely, i -faC(2 6A192/1 Reed Carlson • Partner,Michigan Road Realty Partners '1 2 e DoCS til l'. 7 " 1009 511 cn 9 0 cb 8 00 9830 North Michigan Road, Carmel, IN 46032 'i Phone: (317)334-4433 Fax: (317)876-2519 Call us for all your storage needs! . .1