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Hylant Group S165.02 ;l:vv VV LVVL 1 Ill VV'tl illi V1111 ILL VVtU1V1111 I VYVJ l an 1IV. .71 C .)f i C4CV 1. VC SIGN COPY /IA/ SIGN ADDRESS 40, ,63/ / s n / • •M L/C AY TOWNSHIP. HAMILTON COUNTY.Di-DIANA SIGN PERMIT APPLICATION RrrrIl rennC — D� DATE REE Ei PERMIT NUMBER NAME difieSSLNESS ,/4/Z/ (i PHONE: IT ADDRESS: 3 i/ ( (� �JS/ti 24'L ,2 CY: STATE: riv ZIP: PROPERTY OWNER line R2 HY PHONE: 1 ADDRESS: CITY: STATE: ZIP: / ZONING DISTRICT: / -`a OVERLAY ZONE: 31 421 431 OLD TOWN: YES I'D REQUIRED APPROVALS: Plan Comtaisron Docket# /55.00 Ails 444.Docket# DOCS Only _ IS AN IMPROVEMENT LOCATION PERMIT REQUIRED FOR THIS BUILDING/TENANT SPACE? IF YES, STATE PERMIT NUMBER ISSUED SIGN TYPE-circle one: OVAL GROUND ROOF PROJECTING SUSPENDED PORCH WINDOW OTHER NO. OF SIDES / SIGN STATUS-circle appropriate responses EXISTING 41=110 TEMPORARY OVERALL SIGN HEIGHT FROM GROUND: 36 x FT. OVERALL SIGN DIMENSIONS: £5" FT. x ? > FT. /4 � Ifly) 5e TOTAL SIGN AREA: Requested � SQ.FT. Permissible / e O SQ.FT. COLORS: 1q n l .55✓ EJ BUILDING OR TENANT SPACE FRONTAGE DIMENSION: 44 FT.(ZBUILDING TYPE: fiatit 'hut=+ru^vl" SE t BACK OF SIGN FROM NEAREST RIGHT-OF-WAY: ' k I _l U ) FT. LOGO DIMENSIONS: 17 , LOGO IS PERCENT OF SIGN AREA ARE THERE ANY EXISTING SIGNS ON THIS SITE? IF YES, EXPLAIN /Vr0 SHOPPING CENTER OR COMPLEX NAME: ittitit4 1.4.10 I I CERTIFY THAT A PICTURE OF THIS SIGN WILL BE SUBMITTED TO THE DEPARTMENT OF COMMUNITY SERVICES WITHIN ONE(1)WEEK AFTER ERECTION OF THE SIGN. -OR- I WOULD PREFER A$90.00 INSPECTION FEE BE ADDED TO THE COST OF THIS PERMIT TO COVER THE COST OF THE STAFF OF THE DEPARTMENT OF COMMUNITY SERVICES TAKING THIS PICTURE. TWO COPIES OF THE FOLLOWING DOCUMENTATION ARE REQUIRED FOR THE REVIEW OF THIS SIGN PERMIT: * COMPLETED APPLICATION * SITE PLAN(depicting all dimensions,setbacks and proposed sign location) • SIGN ELEVATIONS (depicting all dimensions, copy and color) * BUILDING OR TENANT SPACE ELEVATION(depicting frontage dimensions and proposed sign location) * LANDSCAPE PLAN: Required for ground signs(depicting the planting,mature heights and caliper) * See Samples Attached SIGN PERMIT FEES: -PERMIT APPLICATION $35.00 -SIGN ERECTION $28.00 PER SIGN FACE PLUS$1.50 PER SQUARE FOOT OVER 32 SQUARE FEET. -REPLACEMENT OF SIGN FACE IN AN EXISTING CABINET—$28.00 PLUS$1.50 PER SQUARE FOOT OVER 32 SQUARE FEET (Continued On AG-09-2002 FRI 09 42 AM CARMEL CCI11UNITY SVCS FAX NO. 317 571 2426 P. 03 Page 2) Page 2 of 2 Carmel/Clay Sign Permit Application THE UNDERSIGNED CERTIFIES THAT THE FOREGOING SIGNATURES, STATEMENTS AND ANSWERS HEREIN CONTAINED AND THE INFORMATION HEREWITH SUBMITTED ARE IN ALL RESPECTS TRUE AND CORRECT, AND THIS SIGN WILL BE EREEL 1El)AND MAINTAINED IN ACCORDANCE WITH ALL APPLICABLE LAWS OF THE STATE OF INDIANA,AND THE ZONING ORDINANCE OF CARMEL/CLAY TOWNSHIP, INDIANA AND ALL ACTS AMENDATORY THERETO, AND SHALL BE ERECTED WITHIN SIX(6)MONTHS OF THE DATE OP ISSUANCE OR THIS PERMIT IS NULL AND VOID. FURTHER, THE UNDERSIGNED CERfur1ED BY SIGNING THIS APPLICATION THAT ALL REPRESENTATIVES OF THE DEPARTMENT OF COMMUNITY SERVICES ARE ADVISORY. PROPERTY OWNER'S SIGNATURE BUSINESS OWNER'S SIGNATURE PROPERTY OWNER'S NAME(PLEASE PRINT) BUSINESS OWNER'S NAME(PLEASE PRINT) ic9,e -& AW1 ' SIGN COMPANY: J/� /' CONTACT PERSON ' ) PHOIr'2?7/% 5-(&9 ADDRESS: 3d C2/ CITY: 7/fLCI�� STATE:a/ ZIP2g‘/5 THE FOLLOWING ITEMS ARE CONCERNS BY STAFF OR PRIOR CONLMITMENTS THAT MUST BE ADHERED TO AS A CONDITION OF THE ISSUANCE OF THIS PERMIT(PLEASE INITIAL EACH ITEM INDIVIDUALLY): 1) x 2) x 3) x 4) x 5) x �� SIGN PERMIT APPLICATION S 35 p 19??' -�- '/to9 erg P SIGN ERECTION- rovement Permit S INSPECTION FEE(Required if photography not provided) $90.00/ OR wilt be provided TOTAL FEE a / 707•°6 PERMIT ISSUED BY: ` ' • /SII eiL FEE RECEIVED BY: //Ott) "?b141 RELEASED STAMP: QED FOR Cr'? $TR�$C C1N PAID STAMP: IRELEA•. :k911'1 c ul�tgSubject tocomatp: ar�r' vva�.i FteofStets �s�xtc !sn�" � ��� DEPT OF CO.:E YST�W{%, iilP s: w� CITY OF CARS INDIANA 0 CT 3 0 2002 icyucd 1uoa BY: i L_ t- t -A--- - . , lec- i- [ ( 4- 0 rl :Land Oesciotton Parcel 3(Instrument Number 93020351) NW CORNER SE 1/4 SECTION 35-TI8N-R3Z RAILROAD SPIKE Sort of the Southeast Duarter of Section 35."aorio 18 Nath,Range 3 East of FOUND PER HAMILTON COUNTY :he seconds SOncpat ueidian in Hamilton Caney.Indents,being more;articularly SURVEYCR'S 7ES :inscribed os'01ows: Commencing at the Southwest Corner of the sac Southeast Cuartr Section: :hence North CO degrees 05 minutes 40 seco-s nest(Assumed Bearing')clang Land Description :he West Lire of the sold Soutnecst Cuartr Section a distance of 728.45 feet; Parcel 1 (Instrument Number 5302049) Ctence North 28 degrees 46 minutes 54 secs East.pureed with tre South Line of the sola Southeast Quarter Section,a distTce of 387.75'eet too curve having Part of the Soutnecst Duarte of Section 35.Townrib'8 North.Range 3 East of a radius of 750.00 feet,the races pant of into bears North 01 degrees 13 the Seconds Principal 4eidiar.in Hamilton County.Indra,being more particularly minutes C6 seconds West; thence Easterly 079 said curve an erc distance of described as follows: 229.07 feet to a point which beers South 19 esees 43 minutes C6 secalos East from said radius point; thence North 71 degrees'6 minutes 54 secanas East a Commencing at the Southeast corner of the solo None Section; thence South 88 • &stance of 225.51'eel to a P.R.nod and the 3EC..NNINC PONT; thence South 18 degrees 46 minutes 54 seconds West(Assumed Bearing;done the South the of degrees 43 mnutes C6 seconds East a distance al 78.76 feet to on existing the sena Quarter Section 1445.'6 feet; thence North Cl:egrets 13 minutes 06 .S.E.C.'cooed rebor and a cure having a-acus of 150.00 feet.me radius seconds West 445.84 feet to the Beginning Point; tnrce North 01 degrees 13 point of onion bears South 71 degrees 16 mites 54 West; thence Southerly clang minutes 06 secatos West 470.33 feet;thence North 71 :egrets 16 minutes 54 said curve on ore distance of 45.82 feet to on existing"S.E.C•cooped roar which seconds East 17.37 feet to d cove having a recces of 369.00 feet.the radius bears North 28 degrees 46 minutes 54 secaa East from sold radius paint point al which beers South 18 cegrees 43 mnutes 06 seconds East thence thence South Of degrees 13 mnutes C6 secas East a distance of 374.15 feet to Northeasterly dog ane solo carve 274.82 feet to a tont which bears North 02 a 5/8•rMan with cop;thence North 71 degrees 15 minutes 26 secands East a degrees 25 minutes C6 secora West from said radios:ant; thence North 87 distance of 324.16 feet to a 5/5 rebar with co:thence Nor7 69 degrees 39 degrees 31 minutes 54 secres East 150.71 feet to o:rare having a rodius of minutes 05 seconds Eost a distance of 35.00'cc:to a 5/8"reser with cop; 331.00 feet.the•cans pont of which bears North 02 degrees 28 minutes 06 thence Plato 21 degrees 13 minutes 06 seccrs'West a distorce of 502.84 feet to secord5 West; Irece Nortrec5;eny clang the s=:f ars 2.85 feet to a pont which a P.N.nowt mince Soum 71 degrees t6 mlau'e5 54 seconts West a distance of bens South 04-:e rens DO minutes 00 secants Est pan said radius pont; 39090 feet to the Beginning Pant,containing 3.396 acres,more or less. thence South 11:gees 47 minutes 30 secacs West 231.02 feet; thence South 01 degrees 13 minutes 06 seconds East 110.00 feet: Melee South 70 degrees 00 Land Desat:ion minutes 58 secares West 277 78 feet; thence Sam EN cegrees 39 minutes 05 seconds West 124.58'eel to a Beginning Pont,cant:meg 4.074 acres,mare a Parcel 4(ns;rument Number 9322365] 1055. Port of;!e Southecs:Coater d%Section 35.":.nsn:o 19 North.Nemec 3_est of ane Seconc Pnncpal uridian in Hondton CoL-:u."liana.being more particularly land Description described os`dlars'. Pact 2(Instrument Numor 3302049) Pot of the Southeast Duarte of Section 35,Townre'3 North,Range 3 East of Commencing at the Southwest Corner of the sora Southeast Duals Section; the Second Prirc:al tendon is Hamilton County,indent being more particularly thence th degree 46 minutes 54 sec Se East(Assumes-carne)clang described as follows: thence South Lre of the said Southeast Quarter Section a distence of 974.21 fee: thence Nor h 01 degrees 13 minutes 06 seats West a distance of 55.00 feet to . Commencing at the Southeast corner of the said Quarter Section; thence South 88 an existing 5/8 inch rebar with cap and theBEGINNING POINT(said pant being on degrees 46 minutes 54 secants West(Assumes Beam-;along the South lee of the North right-of-way line of East 116th Street);thence conlnue North 01 the said Quarter Section 1445.16 feel: thence North Cl degrees 13 minutes 06 degrees 13 minutes 06 seconds West a distance of 281.76 feet to on existing 5/8 seconds West 55.30'eet to the Beginning Point; thence North 01 degrees 13 inch rebs with cap; thence North 71 degrees:5 minutes 26 seconds East e minutes 06 seconds West 390.84 feet; thence North a degrees 39 minutes 05 distance of 324.16 feet to an esistnq 5/8 nor rebar with cap: thence North 69 seconds East 124.68 feet; thence North 70 degrees 00 minutes 58 seconds East degrees 39 minutes 05 seconds East a distance of 35.00 feet to an existing 5/8 277.78 feet; thence North 01 degrees 13 minutes 06 seconds West 110.00 feet; inch rebar with cap; thence South 01 degrees 13 minutes 06 secanas East a thence North 11 degrees 47 minutes 30 seconds East 291.02 feet to a cure distance of 390.84 feet to an existing 5/8 Ira+rebor with cap and to said North having a radius of 331.00 feet.thence radius point of wnich bears North 04 right-of-way line of East 116th Street; thence South 88 degrees 46 minutes 54 degrees 00 minutes 00 seconds West thence westerly yang the said curve 8.85 seconds West along said North right-of-way're and sordid with the South fine feet to a point+nigh Seas South 02 degrees 29 minutes 06 seconds East hon of the said Southeast Quarter Section a distance of 342.18 feet to the Beginning • said rodius pont thence South 87 degrees 31 minutes 54 seconds West 150.71 Point,containing 2.638 acres,mare or less. feet to a curve having a radius of 969.00 feet,the'acus point of which bears South 02 degrees 29 minutes C6 seconds East; thence southwesterly along said Excepting from the above parcels that red emote dedicated cs Congressional curve 274.82 feet to o point which bears North 18 decrees 43 minutes 06 seconds Bodevora by Dedication of Street Right-of-Way recorded September 9.1987 as West from said radius point: hence South 71 degrees'6 minutes 54 seconds West Instrument No.87-42050,and accepted by tore City of Carmel Sy 17.37 feet thence North 01 degrees 13 minutes 06 seconds West 32.51 feel; Acknowledgement of Dedication and Acceptance recorded September 9,1987 as thence North 71 degrees 16 minutes 54 seconds East 7.59 feet to a curve hoeing Instrument No.87-42051. a rodius of 1000.00 feet.the radius point of which bet's South IB degrees 43 minutes 06 East: thence Northeasterly along the said cave 283.62 feet to a pont Parcel 5 which bears North 02 degrees 28 minutes 06 seconds West frau said radius point; thence North 87 degrees 31 minutes 54 seconds East:50.71 feet to a cure Easement granted in Reciprocal Access Easement Agreement by and between having a radius of 30000 feet,the radius point of whir bears North 02 degrees Technology Center Associates,LP..and Bankers Notional Life Insurance Conway, 28 minutes 06 seconds West; thence Northeasterly dog the said curve 217.08 dated March 26.1993.and recorded May 10.t993.as Instrument 93-22366 in the feet to a point mkt bears South 43 degrees 55 mnutes 37 seconds East from Office of the Recorder of Hamilton County.Indian. said ruckus pont thence South 12 degrees 46 minutes 31 seconds West 470.39 feet; thence South Of degrees 13 minutes 06 secancs East 568.36 feet; thence South 88 degrees 46 minutes 54 seconds West,paroles with the said South line, 520.00 feet to the Beginning Point,containing 7.576 cares,more or less. c $, 4 cp0 FO" CO Az Regttlial®n' REI" 4.� 6,.„.ve its Sub;ect,1a00CC t �,re,ii 1 8 `''©e -- Wi`,_ 1 �'6 -t. R .,a �, � Irl, �..': COV; p '� rv;:�i-�1P oEP OF E�- c GLA o . CIT`f OF CARMNDIANP► The Hylant Group 105 Square Feet Stainless Steel Channel Letters Qty: 1 set . Sk.4 tG sov's _, P, k w '�iISCiC 11II (c�ai 'r :oma .rs'11V*,,, a y��� witiJ kS , Y w rw sr r Y.ti w • ..� ►rw ._. ... A. t;r� 44 arf F+r was ir. low r1►�Y M ri ..:.w • gm 4.4" g' u. i INS, : . t 4il ,I MIN �_ 1! " t , V ,„,..:.� NM S.**+h w+e+.w wI �.rt a..w VMS :w Mu boo Isms mew Lr w r 'A r '.r ,� A,1 .Y.' i.;:,i..r r�wr rr 11��w•� � C{ i } 5„ �„ s . ...1* m /i of d .� ,i111,,,,,:. i ;y 11191111tail 1111 s rip ; , IIM !FM L _ . 4 i 1 4 c t . L , Stainless Steel Channel Letters to have 2" deep returns, non-illuminated, stud-mounted to pre-cast fascia. 1095 Naughton Drive SALESPERSON: Karen Fall PRODUCTION AUTHORIZATION G r ner Troy, Michigan 48083 G248-689-9100 DESIGNER: Don Krupp CLIENT APPROVAL: CLIENT: The Hylant Group DATE: 9/24/02 DESIGN:#D 5618-2-1 DATE: SIMS PROJECT: Stainless Steel Channels REVISIONS: PRODUCTION APPROVAL: DATE: LOCATION:Carmel, IN SCALE: 1/32" = 1' Design and Color Rendering copyright @9/24/02 Gardner Signs, Inc.; submitted for your business' use in connection with Design Project#D5618; it Is NOT to be shown to anyone outside your organization,nor Is it to be used,copied,exhibited,transmitted or altered in any fashion whatsoever.All or any part of this design(excepting registered trademarks)remains exclusively the property of Gardner Signs, Inc. G.S.I. will endeavor to closely match colors, Including PMS, where specified. We cannot guarantee matches due to varying compatibility of surface materials,paints, or adhesive vinyls, or Industry-related color availability. Colors contained within this rendering may vary slightly from the actual finished product due to computer and printer output limitations. The Hylant Group c�r�Ft�kriiON Stainless Steel Channel Letters R�� F ? rON� la{{°rig 105 Square Feet Sub�ec�tO cot ttE..��P� oc.at '%• Qty: 1 set of gSate at4! R,ViCES DEPT OF CO.�6-`� ilil SHIP LAO-A`f TOWN CITY OF CARMjHDtANA 30' - 0" ~ r I L ..., r ..., _ ,,., r-1 Giou: ? ...,, Stainless Steel Channel Letters to have 2" deep returns, non-illuminated, stud-mounted to pre-cast fascia. 1095 Naughton Drive SALESPERSON: Karen Fall PRODUCTION AUTHORIZATION Gardner 248-6Troy,89-Mic91hi0gan 48083 DESIGNER: Don Krupp CLIENT APPROVAL: __ CLIENT: The Hylant Group DATE: 9/24/02 DESIGN:#D 5618-1-1 DATE: IM S PROJECT: Stainless Steel Channels REVISIONS: PRODUCTION APPROVAL: ' DATE: LOCATION: Carmel, IN SCALE: 1/2"= 1' Design and Color Rendering copyright @9/24/02 Gardner Signs, Inc.; submitted for your business' use in connection with Design Project#D5618; it is NOT to be shown to anyone outside your organization,nor is it to be used,copied,exhibited,transmitted or altered In any fashion whatsoever.All or any part of this design(excepting registered trademarks)remains exclusively the property of Gardner Signs, Inc. 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" I 5g Y \ ^ 1 �"��>^ '.r j' ,WUYIY.NO/MI I: , J�1 _4444.»> "' /M .111 01.11,00 ;"ao.slow'n..11 / `C 1r._.,..\/ 1 I acw—ls i-U 777 r],�ef .4%74.....". - k-' _\yi ..�... 'I mC C •+ �m Er" •I/e:---17 O f x_• / \j,l C.C7.� .",,..r it 1 'T 1 if o I f I 6�' .._ ._..rnir� = his_. �.... ; I. j m�w. 4 44... ,w,« MW, 4. d G 4 - - - —;--.- �� •4▪_.444. _r ��44440.0..................1. w N w•• .w.tm....r..a.....N•u. .l. • r.... ...nal ,4 I U ' I .�.I`ICN�l1 I _ e :.-=. 41••.••mow r onV : - - - � Formpte>Iccibed by State Board of Accounts Boyce FormSystema,blonde. 2GENERAL FOAM O. 9,. ,, " ` RECEIPT DEPARTMENT OF COMMUNITY SERVICES 0 2334 4-424--/--_ FUN D ��= I CARMEL IN.,- ;AQ-209A 20 __S_1 V- 10J RECEIVED FROM -- _l --Dt�L.L.ARS THE SUM OF t, ,00 �_____ ON ACCOUNT OF i.' j`�`i1�0 a.`. 1 ,l TYPE AMOUNT 5© i �, PAYMENT ,�{t., "— �� ,�},�S,O.------- -----1 -- - --- AUTHORIZED SlOPIATURE .--d)W.'..) - �- CASN__�. CHECK