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Home My WebLink AboutApplication ADLS/ADCs AMENDMENT APPLICATION (ARCHITECTURAL DESIGN, LIGHTING/LANDSCAPING, and SIGNAGE) ADLS Fee: $894 (plus $119/acre when not accompanied by a Development Plan App.) ADLS AMEND Fees: Sign only: $296, plus $59/sign; Building/Site: $595, plus $59/acre (Note: fees are due after the application c0i t d umber, and no[ before.) Date: I Z Z ~ C~ ~ Tom-' \ Docket No. O $ I Z OO I Z- hD L S :=. =5 ~/ ADLS .~ ~>:~ ADLS Amend -• DP Attached DP? Yes No Name of Project: ~ A2MEL I=X ECUT\V~ c~ll ITEs Type of Project: _ ~ F F I C.E [~ V1 l (. D 1 Rol G A, E V E l_O P M E~ T Project Address: I ~ ~ L O E. Project Parcel ID //: ~ (~ - ~ q- 3~- Q Q- Q 1- ~ 3 5. Q Q Legal Description: (please use separate sheet and attach) Name of Applicant-. 1 EI~.GECZ IJ<ZOPEIzTI E. L- Applicant Address: Z~ ~ O uT ~{ p T H S T ZE€~ ~ 03~ s V I LSE Contact Person: //~~pTT" YE A (~E ~~+ Phone: ~IV 1 O ' , n~t~$ O Fax No. ~ ~l0- Ig~7 Email: SCOTTY IEAUEI~C~©Pt~TI~S, ~M Name of REI REAL- ESTATE Landowner: SERV 1 C~ S (tJ C- Phone:Jr~ 3 - ~ O S d Landowner Address: Plot Size: Z < L ~ hCLES Zoning Classification: ~ ` L Present Use \' of Property : V ~C-~. (~ Revised: l2/17/2008 filename: ADLS&ADLS AMGND.APP 2009 ZOOS C.~t;I~1EL 1 Proposed Use of Property: / ~ ~ F l C ~ Q U I LD f N Ca New Construction? Yes V No New/Revised Sign? Yes~No ~I'~G. S I bhp / ~oN~Y Remodeled Construction?: YesNo V/ New Parking? Yes y No New Landscaping? Yes 1/ No PARKING No. of Spaces Provided: 12 J No. Spaces Required: DESIGN INFORMATION Type of Building: 00 D /J IGE~IO. of Buildings: 0/VE tOT(>.L / Square Footage:3~~50 HeighL~~ No. of Stories TiRtCK,G~Ass, A~UMIauM PRNEts, C.Asri Exterior Materials: E l FS , Colors: (LtD 3R~C-k CiP.ST~ Maximum N~~o.^^of Tenan[s ~_ Type of Uses: Water by: l..ti{~E L Sewer by: C~~ P\F \~ ~ y00W LIGHTING Type of Fixture: I`\cTP(.. ~ALI D~Height of Fixture: Z ~ STO~I% ST~I~c~ GREEnI J S I t_V c 2 No. of Fixtures:~Additional Lighting: 5 6fu>Unt D- 3l..DCA. L\(~NTS * Plans to be submitted showing Foot-candle spreads at property lines, per the ordinance. LANDSCAPING * Engineered Plans to be attached/submitted showing plant types, sizes, and locations NON il.uMiNAT~ S[GNAGE (3LA<-K LE~QS'PVC No. of Signs: ~ Type of Signs: gtpC~. W ~~ S\Caf,1S -.~T P.tJD I~oTI-l ,SIDES o~ 3u~ L,AI~vU Dimensions of each sign: ~ cS / X` ~ J t ~ (~p `1 ~) ~ P.C~ Square Footage of each sign: ~ ~4 / t To[al Height of each sign: 3 ~ Z> ~.C . F. (Mp.X. Revised: l2/17/2008 filename: ADLS&ADLS AMEND.APN 2009 .. AFFIDAVIT I the undersigned, to the best of my knowledge and belief, submit the above information as true and correct. Signature of \' n Applicant: ~~ TQ(,~p~ Title: P{ZCS1p~+.~T- YEAVt2 ~"RoPt~T1tS ~rJt ~~-~~ ~. 1 C {~C~L~ Date: ~ ~ ZZ ~ Oq (Print) ``1~~SP M'~~ii State of Indiana, - io o ' SS: No/oryPybll • ' ?m0! ~ County of I~~F~"rllt.~t7~ = .n`•• .~ ;.Q~a Before me the undersigned, a Notary Public for C~~ Courit~y~~ State of Indiana, personally appeared ~w1f..~~ `'ea~e/ and acknowledged the execution of the foregoing instrument this 2 Z day of J 0..R . , 20~ ~Mpy Commission Expires: (~-II-~DI~ 1 I'~CJ r'n Notary Public U'~o. ~e a_~-~/' Revised: 12/17/2008 filename: ADLS &ADLS AMEND.APP 2009 3 Page 1 of 2 Conn, Angelina V From: Conn, Angelina V Sent: Monday, December 29, 2008 1:01 PM To: Stewart, Lisa M; 'Scott Yeager' Cc; Hollibaugh, Mike P; Keeling, Adrienne M; Brewer, Scott I; Hancock, Ramona B; Littlejohn, David W; DeVore, Laura B; Lillard; Sarah N; Holmes, Christine B; 'jmolitorl~prodigy.net; Boone, Rachel M.; Tingley, Connie S; Duncan, Gary R; Redden, Nick; Waddington, Trudy A.; 'John Molitor'; Barnes, David R; Pohl, Bryan W; Haney, Douglas C; Perkins, Tom D; Donahue-Wold, Alexia K Subject: Docket No. Assignment: {ADCs) Carmel Executive Suites (#08120012 ADLS) I have issued the necessary Docket Number for (ADLS) Carmel Executive Suites. It will be the following: Docket No. 08120012 ADLS: Carmel Executive Suites The applicant seeks design approval fora 3-story office building. The site is located at 11708 N College Ave and is zoned B- 2/Business. Filed by Scott Yeager of Yeager Properties, Inc. ADLS A lication Fee: $1,192.05 Totaf Fee: $1 192,05 Petitioner, please note the following: l . This item will be on the January 21 agenda of the Technical Advisory Committee (TAC). The petitioner must submit plans and review materials to all TAC members directly by December 19. (Failure to submit plans and review materials to TAC members by this time may result in the tabling of this petition to the February TAC meeting, and subsequently the March Plan Commission meeting. For a list of current TAC members go to: http://www.ci.Carmel.in.us/service_s/DOCSlTAC2008/TAC°/ 20members%20revised%2004.24.2008.pdi ). A representative must be present. 2. Mailed and Published Public Notice does not need to occur. 3. TFie Filing Fee and Fifteen (15) Informational Packets must be delivered to Plan Commission Secretary Ramona Hancock no later than NOON, Friday, February 6. 4. Proof of Notice is not required. 5. This item will appear on the February 17 agenda of the Plan Commission (under "New Business"). A representative must be present. 6. This item might also appear on the March 3 agenda of the Plan Commission Special Studies Committee. A representative must be present Mr. Yeager, applicant, can be contacted at 716-4829 (cell) or 770-7380 (office). Mc James Hall, project engineer, can be contacted at 696~4r' 3 rj 9y PETITIONER: refer to your application/instruction sheet for more detail, and complete/reply to the following review comments: 1. Please submit a fully filled out ADLS application. DI's Ploase-preuide-as®t--ef~lans-that-arz 2=."x-36"'-,..---=Tthatwe-can-adegvately-review-the-plans. 3. Please add Docket No. 08120012 ADLS to the plans. e K-,.4° -Previte-a-seik~!neP. 5. Contact the city forester, Scott Brewer, for further discussion about the landscape plan and tree preservation requirements. 6. Please provide more info on the signage locations, colors, materials, details, and specs. Sign Chart A in chapter 25.07 specifies sign square footage, but directional/traffic signs less than 3 sf can be considered exempt. (BZA variance approval may be required for the total number of signs, total square footage, and/or number of signs facing one frontage.) 7. Please provide copies of your correspondence with TAC members. OK--B' RlPase-previde-digital eepies of-t7ae 6'a pl ~ h ~~ ~i._vat~o ~J..., ~f f'I OY-9: Bring material/color samples to the Plan Commission meeting. p`F49- Please provide color building elevations. 11. ~ Show and bike rack details. eK.-12° tometricplan: 13. Provide the parking pole light design details/specs. ~ ~ , p~1d~ Provide the landscape lighting (if any), details and specs. - r~.P-e_c) ~~ `o^^-~x""~~ 15. Please consider using LEED or'green' building practices, such as bioswales, native plants, a white roof or solar panels. 16. Please consider using pervious pavers in all or part of the parking area. 17. Please label the easements on the site plan and landscape plan. Also, show/label the utility mains and connections on 12/29/2008 Page 2 of 2 the site. 18. Please provide your lot cover percentage; the lot cover required is less than or equal to 90%, and this includes pavement and building footprint. 19. Additional comments will be voiced at the TAC meeting. Thank you, Angie Conn, Planning Administrator Dept. of Community Services (DOGS) -Planning & Zoning 1 Civic Square, 3rd Floor City of Carmel, IN 46032 p. 317-571-2417 f. 317-571-2426 aconn~carmel.in.gov YEAGER PROPERTIES INC. Scott J. Yeager President Phone: (317) 770-7380 Mobile: (317) 716-4829 Fax: (317) 776-1867 23 S. 8th St., Noblesville, IN 46060 Email: scoff@yeagerproperties.com ~~W lr~^ l`~-Z o Y / ~[ 12/29/2008 Page 1 of 2 Cann, Angelina V From: Conn, Angelina V Sent: Monday, December 29, 2008 2:00 PM To: 'Scott Yeager' Subject: FW: Docket No. Assignment: (ADCs) Carmel Executive Suites (#08120012 ADLS) Hi Scott: Here are a few more comments I forgot to add. Also, some of the comments from the previous email can be discarded, since the full size plans you just dropped off address them. Thanks! 1. Please label the 45-ft half road right of way of College Ave. Please work with the Engineering Dept for the dedication of road right of way. 2. Please show/label the 15-ft front bufferyard on the site plan and landscape plans. 3. Please show/label the 10-ft rear bufferyard on the site plan and landscape plans. 4. Please show/label the 5-ft side bufferyard on the site plan and landscape plans. 5. Please show/label the 15-ft wide duke energy easement and other existing easements on the site plan and landscape plan. 6. Please submit the bike rack details/specifications. 7. Please show the lighting plan measurements in foot-candles instead of lumens. Also show the foot-candle measurements at The property lines and the future road righT of way. 8. Is it possible to reduce your parking lot spaces to 9' x 18', as specified in ZO chapter 27.05? This would reduce the amount of pavement on your site and open it up for more green space opportunities. 9. Please provide apedestrian/bicycle connection from the 6-ft wide path along College Ave to your building entrances. 10. Please show an outdoor seating area near the building. Angie COnnr Planning Administrator Dept. of Community Services -Planning & Zoning 1 Civic Square, 3rd Floor City of Carmel, IN 46032 p. 317-571-2417 f. 317-571-2426 aconn ®camiel.in.gov '~j Please consider the environment before printing this e-mail From: Conn, Angelina V Sent: Monday, December 29, 2008 1:01 PM To: Stewart, Lisa M; 'Scott Yeager' Cc: Hollibaugh, Mike P; Keeling, Adrienne M; Brewer, Scott I; Hancock, Ramona B; Littlejohn, David W; DeVore, Laura B; Lillard, Sarah N; Holmes, Christine B; 'jmolitor@prodigy.net'; Boone, Rachel M.; Tingley, Connie S; Duncan, Gary R; Redden, Nick; Weddington, Trudy A.; 'John Molitor'; Barnes, David R; Pohl, Bryan W; Haney, Douglas C; Perkins, Tom D; Donahue-Wold, Alexia K Subject: Docket No. Assignment: (ADLS) Carmel Executive Suites (#08120012 ADLS) I have issued the necessary Docket Number for (ADLS) Carmel Executive Suites. It will be the following: Docket No. 08120012 ADLS: Carmel Executive Suites The applicant seeks design approval fora 3-story office building. The site is located at 11708 N College Ave and is zoned B- 2/Business. Filed by Scott Yeager of Yeager Properties, Inc. ADLS A lication Fee: $1,192.05 Total Fee: $1 192.05 Petitioner, please note the following: 1. This item will be on the January 21 agenda of the Technical Advisory Committee (TAC). The petitioner must submit plans and review materials to all TAC members directly by December 19. (Failure to submit plans and review materials to TAC members by this time may result in the tabling of this petition to the February TAC meeting, and subsequently the March Plan Commission meeting. For a list of current TAC members go to: http://www.ci.carmel.in.us/services/DOCS/TAC2008/TAC% 12/29/2008 t,. -. v _ 4 Y 'cg .ee Y f and SIGNAGE) ADLS Fee: $860,(plus $1 14,50/acre when not accompanied by a Development Plan App.) ADLS AMEND Fces: Sign only: $285, plus $57/sign; Building/Site: $572.50, plus $57/acre (Note: fees are due after the application has received a docket numbei, and not before.) Date: ~Z 31 I p g Docket No. Og I Z00 1 Z A~l_S ADLS DP Attached Name of ~~ Project: ~°1EL (/ su / ~= s • Type of D r~/~_ ;7 / Project:_ f ! J~ ~~ (/Q~n/ G Q~~Q~ Pf~~ T Project Address: Project Parcel [D #: ~ ~O - ~ 9 - 3 ~ - O ~ - 0 ./ - Q 3 ~, t7 ~ Z 'Legal Description: (please use separate sheet and attach) Name of Applicant: Applicanf;Address: -AC~c~ . U 3 ADLS Amend Previous DP? Yes No S $~ ST, V l C.t~ (~ ~ I Contact Person: ~~ ^7~C~G~ Phone:. ~j-7-~7~-73gQ Fax No. ~I~'17(p• I g (o / Email: ~COT~~V~~X~PP-+D~~T]~S,(AA,{ Name of . C~-~~S ~,~ , Landowner: _~E ~ ~~L ~S~'~ s Phone: .57 3 - pCo OS rO Landowner Address: ~~ 7~ ~ /l/. / G!/NI j/L (/i~itl //~ c.1 ~; J J~ Plot Size: 2.2-3 ~C~'f Present Use '/ of Property : `r j Zoning Classification: ~ Z RevisM: 12202007 filename ADLS &ADLS AMLND.APP 200R.doc ~. i ~i~kv1C1. / /,tl 1 .-X---r ~s..~_.. Proposed Use of Property:__ ll ~CG ~(,(/LD/„) New Construction? Yes ~NO New/Revised Sign? Yes 1/ No_ Remodeled Construction?: Yes No~ New Parking? Yes~No New Landscaping? Yes ~ No 3Lp6, S f 6n/ o,~c. y PARKING No. of Spaces Provided: ~ Z s No. Spaces Required: (Z-~ DESIGN INFORMATION Type of Building: 0 S ~ No.ofBuildings: ©~r/ ~ ` / Square Footage: 1 To ~IeighC_~' c~ No. of Stories 3 p S~i.cra RCUMo/NM~ GCASS Exterior Materials: 171;K:.~ dlors: S/~/E72t G/Lr'F~l~ /3~/C/cz Cf11~2` 1771^![, Maximum No. ofgqTenants: 7~ Type of Uses: ~r~/CE Water byi K-MEL- Sewer by: LIGHTING Aq / i Type of Fixture: li F~~ M~ l~i4Cad9~gight of Fixture: Z~ No. of Fixtures: Additional Lighting: ~ G~P.Oa+n1~C.~6. U! lt/7 * Plans to be submitted showing Foot-candle spreads at property lines, per the ordinance. LANDSCAPING * Engineered Plans to be submitted showing plant types, sizes, and locations SIGNAGG No. of Signs: Type of Signs:__~j(..p6, [~fL(.(, S~6n1S Location(s): (fin) { ~Ia.~T `4 Sf QEJ ~' /3L~(~ Dimensions of each sign: (I/Y ~ ~ C~ ~S ~,~ ~ ~ // Square Footage of each sign: Total Height of each sign: ~/ Reviud: I?RO/?007 filename: ADLS&ADLS AMF.ND.APP 2008.dnc ***>k>«**>K*~*~~***********~************~****** AFtiII)AViT I the undersigned, to the best of my knowledge and belief, submit the above information as true and correct. Signature of Applicant: Title: P(ZE,SIDb+.1T - yrrAC~'cIZ ~RoPt:-RT16S ~a< c~COTC ~. `IcAc~i~ Date: ~ IZZIO`j State of Indiana, County of ~Y1ll~b~ SS: HorY~ Wk .,~; ~,~. Before me the undersigned, a Notary Public for C~~ Counfq,~~~ii~ State of Indiana, personally appeared ~~J. ~~ea~,u' and acknowledged-the execution of the foregoing instrument this Z Z- day of J 0..n , , 20~ ~Mpy Commission Expires: (~-1I-~DI~ /) Y~0.7 i'>1 cL Notary Public Revised: 12/172008 filename: ADLS ffi. ADLS AMEND.APP 2009 ~ 3 I Order No.: 320807708 Revision No. 1st EXHIBIT "A" PART OF THE SOUTHEAST QUARTER OF SECTION 35, TOWNSHIP 18 NORTH, RANGE 3 EAST OF THE SECOND PRINCIPAL MERIDIAN IN HAMILTON COUNTY, INDIANA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF THE SAID SOUTHEAST QUARTER SECTION; THENCE NORTH 89 DEGREES 07 MINUTES 52 SECONDS EAST (ASSUMED BEARING} ALONG THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SECTION 36, TOWNSHIP 18 NORTH,, RANGE 3 EAST A DISTANCE OF 148.00 FEET; THENCE NORTH 00 DEGREES 16 MINUTES 22 SECONDS WEST, PARALLEL WITH THE WEST LINE OF THE SAID SOUTHWEST QUARTER SECTION, A DISTANCE OF 734.00 FEET; THENCE SOUTH 89 DEGREES 07 MINUTES 52 SECONDS WEST, PARALLEL WITH THE SAID SOUTH LINE, A DISTANCE OF 224.32 FEET TO A CURVE HAVING A RADIUS OF 650.00 FEET, THE RADIUS POINT OF WHICH BEARS NORTH 79 DEGREES 58 MINUTES 39 SECONDS EAST; THENCE NORTHERLY ALONG SAID CURVE AN ARC DISTANCE OF 108.46 FEETTO A P.K. NAIL AND THE BEGINNING POINT WHICH BEARS SOUTH 89 DEGREES 32 MINUTES 18 SECONDS WEST FROM SAID RADIUS POINT; THENCE SOUTH 89 DEGREES 43 MINUTES 38 SECONDS WEST A DISTANCE OF 315.00 FEET TO A P.K. NAIL; THENCE NORTH 00 DEGREES 00 MINUTES 00 SECONDS EAST A DISTANCE OF 724.98 FEET TO A P.K. NAIL; THENCE SOUTH 62 DEGREES 10 MINUTES 57 SECONDS EASTA DISTANCE OF 82.64 FEET TO A P.K, NAIL AND A CURVE HAVING A RADIUS OF 500.00 FEET, THE RADIUS POINT OF WHICH BEARS SOUTH 27 DEGREES 49 MINUTES 03 SECONDS WEST; THENCE SOUTHERLY ALONG SAID CURVE AN ARC DISTANCE OF 646.63 FEET TO A P.K. NAIL AND THE POINT REVERSE CURVATURE OF A CURVE HAVING A RADIUS OF 650.00 FEET, THE RADIUS POINT OF WHICH BEARS SOUTH 78 DEGREES OS MINUTES 00 SECONDS EAST; THENCE SOUTHERLY ALONG SAID CURVE AN ARC DISTANCE OF 140.43 FEET TO THE BEGINNING POINT, CONTAINING 4.529 ACRES, MORE OR LESS. EXCEPT: LOT 1 IN MERIDIAN TECHNOLOGY CENTER, A SUBDIVISION IN HAMILTON COUNTY, INDIANA, AS PER PLAT THEREOF RECORDED AS INSTRUMENT NUMBER 2007012842 IN PLAT CABINET 4, SLIDE 260, IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA. Property College Ave, Carmel, IN 46032 . Address: ~ ~~~ ~-e ~~~) 1~~~ Z-~~ ~-~ ~'~ Needs to tinish the returns on the parapet walls. ~r ~ .~ '~ .~ „~ ..~ ~ . ~..~,... ~_ _ ~ a~. .__~. , T..~ ~~-rn~u aU.~ ~ ~ ~~~ ~~ d ~~~?~ ~ ~ 1 1~ I III ~ ~~~ ~ /j~Q,/} /~ ~ ~, ~fJ ~ , r i ~~ r~~ .,.~ _ ~-.~ ~ ~~ I i ' f IM r~-w r---~-; ~m 7 1~5~~ o "L~ -r~k~ `„MnR k~ .~~ ~~ x } ~, ~~ ~ ~~~~ ~ ~ i I ~ ~ ~ ~~~ . ~ I r ~i ~, ~ o~ ~ ~ ~ l~ .lam ,~~, ~~ . ~~~ ~~ ~ ~~~~ ~~ 5 ~ ~ ~ ~~ 2 ~ ~~~~ ~~ ~r~~, ~~~~® -~1~ ~s~~~ ~o~M y.,,~}-c; ~~ w t z 3 4 ~~ ~~~ ova"=/~~° ~..r~N a ~. ,- ~~~ 1~~~'~ t,`~~ ~1~ ~.~.a~ .-...- _. ~~~G4 -~a~e h~~' [ e-o Ics i. I(~- ~ r,~,~ ~ ~sol~~' ~o~~ ~ ~ .~' ~ yv ~" ~~ ~~~~c~C ~ ~ ~~ ~~~ C~~,,.u, n~~ L~~~ ~~~ ~~~~, f ~Q~~~~ct„~,r-~ ~~~~ .. ~. 1~c w+~~~~h ~~" ~ ~a ti~~` fef ~~~- ~~~ ~~~~ I~ ti~~ ~~ ~~~ ~~ ~~-~ ~~n~ ~ ~~~~ ~~~ ~ ~~ ~ ode i~~'" ~ h~ ~, ~c. ~~~ f ~ i Move- ~~,,,~ a 1 i~-~e vv~o~~- Y~o~~ iZ-~~' ~~ .~~/~'e" he ~-W~ S ~~ ,~~~~~ .~o~~~ ~~ ~~ ~~~ --~ 0 s ~~2~ ~/~~ ~ ~ ~~~ o ~ ~ ~- ~ ~ ~, ~ N ~_ rr ~ ~~~~~ fy ~$ f tG 5~ i 8' emu; ~ J r'.i r r r- t ; t t: r ,~ ~,~ ..__ ~~i-.~~_..~n~s ;t-t:r: +<i a;.y ~:f ~ ~4 %i~P~i':k:YF~~~', £r.V1tC ~'t: ~C) J ~~ 3 <rs ~ FFt Sf ~' ~ 11 ~'', '' I 1, ,~ ~~. ~tl~~ f~ ~:i +a"~ sr' ~u t 1 .-- r ~~ -~ ~ ~- ,~ , ~~ ~ ~ ~ ~ ~ ~ ~ ~'- ~~ ~ ~J`~v _ i~ ~ 1 ~ ~ ~ ~~ ~. ~ ~ ~ ~- t 08~L-OLL-L l~ ~` 60/8l/~ :a}p0 0909~b NI `all~nsa~goN ~ •au~ sa}iaadoad aa6t7a,~ :aaunn0 NI `Ia~uar~~ `.any a6allo~ OZLG ~ :uoi}nao~ ~.2a~1~-s ~~g ~~nOs ~Z sa}ins ani}naax~ lauaan~ :}aafoad /CU JC:IU_,10~ UOI~~n~I~SUO~ ~l2~p2~ ~- ~ \ ` ~~ l~ // \ i ~ c ~.- ~. ~. yes,. ~ \ \~. l~ ~ ~ ,. ~ ~ \ \ ~ ~ ~,._ ~ \ I ~ ~ `~ +I /_ )j io ar-s' L~ ~. f1. ~\ . ~~~ r ~ ~ ~~ '~ ` t I ~: ,'rd ~ `~ `~ ~~ ~ r '..~~ ~ Amp ~ - ~~ ~ ~~ ,, vi ~ ~- iz) "ye ~f :,~ i ~ \ \ ~~ , ~. ~ A ~~! ,.I ~ ~`~ ~ ~~ ~ \ ~ ~ '~ y ~ 1 ~ ~ ` ~~`E l,, r ~ ~ i ~ i A. ~ ~ r C l ~I `~ !v V 10 HC ~y HC is,: O N O Carmel Executive Sukes Bldg Height: 45' Three Story Office Building Total: 31,050 sq ft First floor: 10,823 Sewnd floor: 9,591 Third floor: 10,636 Parking: 31,050 sq ft / 4 per 250 =125 spaces required 126 spaces provided D&P)338.5 \`~ \' ~` l1~ \ ~ ~'.~ ,~ \, v s 5 ~ ~ ~ s ~ p~ CJ to _ - ' ~l) o O '.r ~ ~ S' ~% _ r _ z' al Z (U 'l r ) 7 ~9 c0 ' lp i~ Os Nl '.1' _ ":i' _ I~ _ ~ n O o'O X11 "~ ~.o O ~ • ~ __~ ` ~ f ~ 1 _ ) ~. `. M _; ~f~; \I -U ii1~ {J . fi fi-~ ; ~ ` v til v~ n vl u r, u - - - __ t u , ,. i:n ~ i n~~n~ o n n.n i ~ ~ _~ r 'y ~~~,~ --- L1Ir~I -_, Ij V tV N , _ J J ti CJ _ J J N~ J.-E : _ , I I I l i ,; ,. { k~.1 i ~ i ~~ n I~ , ~ m ~1 ~ ._ ~ s ~ t ~ I ~ I ;, ~~- ~ ~ I n a f I ` I ` ~ , i I '. o ' , u ~ i '~ ., ~ VI ~ ,. `, _ _ 'i ~ ° ~ I o J ~ ° a ~ cl v n U i l O ( L J q ul f ~ I ~ ~ J e w )I C r 1 . ~ ~ I t~ u } U J yl -I 4 ] ff ~I N ~ ) ~~ U O I ' f I j i { ~ I ~ I k~^ ' ~ I ~ ~ ~; i I~~~ ~ i E ~ ~ _ ~ -~ ~) I I o Lnjm~ L f y a, Ilv ~ ~ J ) l_ N V. L7J I ~I V t) ~.~ ~ i m ! -i a c fYl I I t h ~ i ~ ~ rl _ w O _ t p ~ I I I~ ~ i u 1 ,`~ ~ ~ m n z o:~ i ~ ii y r ni m~ ci .r_ o n of roa ~ m o I ca alr~l;-' ` ~. ~ C] Cl Il s = ' ~ ~ I i i ~ `~ ~~ ~° i ~ ~ ;-' i L~ ~ I~~'~ii;~ i, ~ ~ p ~ a I ~ ~o i iG I ti~ ~~ L a n o i < u~~~~ u )~N ~ I - ~.-~ i ~~~ I I, i . ) ,i u i ~~~'~~~~n i ~~}._ ~ .~ ~ I ~__ I i ~ I i ~ I ..' .. -~ i-I-~- ~ ~ ~ ~ ~ , L. I ~ ~ I ~ ~ ~~J i ~ i i ~ ~ _ i , . ~ .. ~ . 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Cr~ ~ ~ ~: I'#' ~`' ice` ~. i `~ '+.~~ ~ '~~~, 1 ., r-I-- -I )~ art' ~-1 ~ 1 `~ ~ t` '1 ~ ~: n ~~ l /~\ i ~ yin ,v ~( t ;~,- it _ ~~ ~ , ~ -~ _ i r ~ _G, ~ 5 ita 1 ~ '~ ~~ t ,~ 1 h= 1 E ~l I~ ~, ~ ~_ . ~ ~~ ~~ ~ ~ ~~ ~ ~~~~~ 1'~ ~ y '; a -~~ }.1 ~ ~% i i r ~ ~~ ~ ~ ' ~ ~~~~ ti ~ ~ ~, => -r` - - ~ ' n ~ a 1 ~I ~ ~~ I ~~ , I I ~_ I a r -~r ~ I II i , iVV; ~ ~ 1 7 ~? ~ ~ E I~ ~ I I ~ ~~ 1 ~ 4 21 ~1 ~ ~ V ~~ ? ~ n N 1 • ~ I -+_/ lr ~ _ ~~ ~ ~ ~~i ~ I i ~ C ~ n = I~ ~ ~ < L `f ~ ~ I ~ r-~ ,~ v I ~- c ~ = o ti -ti ~C, 64, ~- ~ a c -~i _ w- - n~ w -~i-+ r I ~ ~ ~.. ~_ r . , fi d ...., '~r`y,~..~"~g=S`t~-~` - f - ~ .. _. 1. ~V u) "' .- > +I ~ t ,'+ ~.., ,- ~ i_ ~ LV ~n ~ '• ~ )__ ~.+ N EI w Q /U V 1 -- CARMEL EXECUTIVIE SUITES PART OF THE S.E. 1/4, SECTION 35, TOWNSHIP 18 NORTH, RANGE 3 EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA PARCEL NO: 16-09-35-00-01-035.002 ~aOO L.,~, ` FI ~/ J ~~ B/~TJ 'T~ ~ Lf~;,y, r f r & ~~~z~+`r l L A Y f 1 ` -01 LQ ~ 4 ~( V ` Z ~ SRE rJ/q~ ~~ ~~ . ~ (1" --n t :vX `'S` i 3 D~fbR `, (`(`~~TT 1 1. ~ .. e ~ a ,~ nCW9 ]7. ~`3/ ~? ~ r C r4 >( r , LLLLLL > r;'6~f ,I (rte ~. '4 ~ ~' N ~ i- ,°~7, ~ tf ~ fy t;G'+a _t ~~ j )• ~ I i ~ I L S i. ^f :x !T Ii~~. ~ ~: ~. ~ /~ ~ ~~~ M ,Y s ,(o 1 ~ S .~ ~~ _ i~ . //~ D ~ I v d . r ~ Y _ •1 1a ~y l~ I\ ' t F k ~" ~ } ~ CARMEI. QUAD MAP N.T.S. W W r i!M/I\ Part of the Southeast Quarter of Section 35, Township 10 North, Range 3 East of the Second Pnndpal Meridian in Hamilton County, Indiana, being a par of the REI REAL ESTATE SERVICES, LLC property as tlesaibed in Instrument No. 200200082652, in the Hamilton Ccunry remrders Office, being more partiWlany descdbetl as follows: Beginning at the Northwest cemer of Lol 1 MERIDIAN TECHNOLOGY CENTER STRATEGIC MARKETING AND RESEARCH secondary plat as recorded as Instrument No. 2007012892, in Plat cabinet 4,Slide 260 in said Recorders GMCe, said point being marked by a Schneider capped rebar, thence along the west line of said REI Real Estate Services LLC property, North 00 degrees 00 minutes 00 seconds East a distance of 517.60 teat to a P.K. nail at the northwest wrner thereof; thence South fit degrees 10 minutes 57 seconds East a distance of 82.fi9 feet to a P.K. nail and a curve having a retllus of 500.00 feel the radius point of which bears South 27 tlegrees 49 minutes 03 seconds West: thence Southerly along said Wrve an am distance of 577.88 /eet to the norNeast comer of said secondary plat: thence along the north line thereof South 89 degrees 43 minutes 38 seconds West 338.52 feet to U(e point of Beginning, cenlaining 2.93 aces more or less. Subject to all applicaMa easements and tlghis of way o/record. INDEX SHEET REMARKS 1 COVER 2 EXIBTING CONDRIONS J EXISTING CONDITIONS NARMTNE 4 SITE I UTllltt PLAN 5 GRADING/DRAINAGE PLAN 6 SWPPP 7 SWPPP NARRATWE 8 SWPPP DETNLS g lANDSCAPEl LIGHTING PIAN 10 LANDSCAPE/LIGHTING OETAllS 17 SANRARY SEWER DETAILS 12 CON57RULTION DETAILS ununes ,bhn q,!ry CAUd Auppxtl <mnel LDy Utilitlea Vec4n Enrgy ]80 Th9E Aw"ue SW P.O. Bax 1]~ Lo,mel, IN K033 Na4aeWly. IH 16M1-iJW u..a: .•nre~armel l..e. erm Emon: eWemaxnwx PKme: (J1]) 6J3-90]] e291 PF.ane: (]1]) ]]6-55J5 Fm: (S1]) 5]1-4043 Faa: (]Ta) T]6-555J been Ki4man °'NOte: Plena mwt Ga mpIIM No US45.'° &1~LM1OUae Ns<evlu ]11]0 Reefeuwl Avewe Ry Hammon IrAlmppalia IX 46210 Pay tomvplp Regiand Waap Dirtrid Emoa: 4 1D]D1 NdA cdle9e Aumue. Sane A Pnm: (Jn) 6JZ-9an xz91 Inelmapal., IN 48zeD-toga Fec (31J) fi31-5311 Email: fivlmvnM,eE.ve v Pfim.: ( ]) 644-azoo SFNeY Huntx Gar (31]) 644-9303 Du%e Fnv9Y 184]5 Sw.ILpM Cris NnmEa Fdey, Storm Wals MmFia4atw Waa:MIE, IX 460]4 Cm'nM Fngineering Dep\ Emoi: ..Hev XUn`..uf e~ Q+e CNC 5qua e, 1st M PNOna: (J1 ]) 098-6]11 CnrmM. IN I60JR Fuc (]1]J 896-0]11 vl.b.p¢Y e p(~e~~ P6me :(31 ]) 4 Fae (]I]) Sb-3AT9 ~,Q~~ roem RY 3n01E rYOw t FIRM Itmo elpaula Mrt vu ewa]oN oJUNTe, / ~rnxn ,v artE nm rn.n, _. ueo ar rm s I _ ~~ d W WY111 tlO~iNf ~ ~ 6.NaEm.s,am•.- ex4 a FLOOD MAP N.T.S. ZONE E%PLANAaW % AREAS OElERM1NW TO BE WTSIOE 500-TEAR RCOOPLAIN. 1HE SUBJECT PROPERTY IS NOi LOCAIW IN A SPECIAL FL000 HAZARD AREA AS ESTABl1AlED BY 1HE fEDEgAL ENEg4£NCT MANAGEMENT gGENCT NA-ONAL ROW INSURANCE PgOGRAM AS PEq SCAIEO INTERpRETATON OP ROOD RAZE MAP pBOWCDE4$. AgEA IN ZONE'%~ MAP DAZED JULY 5, 3005. rASTEq 1 Np. amoefis4 t OWWE3i REI REAL ESTATE SERVICES, LLC 11]11 H. PENNSYLVANIA 6TNEET, SrE 2a1 CMMEL, IN. RWJ2 '-~•... n-19-De ~ GTE- `,~q°ru,Fe«~ 11-19-OB ~- Y61aVr r.]l t YEAGER PROPERTIES.INC oa SCOTT VFPLER h9.6TN SRREEr MGaIFSVRLE IN.4fi080 (0)01]~]]O~TJMI (q 9n.no-ux9 EMNU eLw~r.walp,gxuw.wm °Holey Moley" says, ~~~ "DON'T DIG BLIND" U YoMeY'6rrvg1, FrIMy-] AM l0 6 FM IN6TE OOWW t-aDn I-BnD 382-5544 428-5200 YINF IndVe,e CuleWe InElene KR IHBIANA STATE LAW IS-69-1991, li IS AGPINST lHE UW TD E%GAVAIE MRIWT NOIIMNG WE UNOERGROUNO LOCATON SERNCE TMO (2) MORKING GAYS BEFORE COMMENCING WORK. CONTRACTOR TO VERIFY THE LOCATION AND ALL EXISTING UTILITIES PRIOR TO COMMENCEMENT SCALE: 1 ~8" - 1 ' Sign Notes; There are no existing signs on this vacant lot We propose 2 building signs Cno ground signs) The proposed,building signs are non-luminated All sgns are individual letters Black Matt PVC Letters 18° tall, Mounted by Adhesive Locations are per drawing Fn~t (Front) Side Sigrn Carmel Executive Suites ~~ Sign 4' tall; 20' loo ~.~ -~~ Individual Black Mat letters 1" thick Non-luroinated PVC letters ~ ~t ..w......~._...~ +~ ,_ North Side Sion: Carmel Executive Suites ~ ~ ~ (n ~ c Sign~~ 4' tall, 20' loo ~ - Individual Black Mat letters 1" thick ~ Non-lurolnated PVC letters ? 2i ~ +~ +~ ~ . '~ U N ~ X Q p W L N ~ ~ N / / / / / / / / / / / / O U O N ~i J/ ~/ /l /1 // 1 ~ }~ .~ 2 ~ .. U ~ L ~ ~_+~ ~ . 4 ~ ~ O 3 0 a ~ O D O O Q ~ O U ~ ~ ~ -N Q) ~ ~ ~ +-~ U -~ (~ ~ ~ L ~ ~ z ~ o ~ ~ ~ '~ U ~ ~ ~ o = ~ ~o ~ ~ ~ ~~ - ~ ~ r~ ~ i o ~ ~- N Zr7 ~ '~ \ \ \ \ ~Q I\ II P TL 842.]3 INV NW = BJ I OUND ~ ~ g INV SE = eS. z 64. PK NA ~ \ \ FouxD ~\ ~ ' \~ ,+ ~ <•,M~ ,w° ,,.W '' 6 i ,w' d" ~ 1 i ~ d \ /I Q i \ ~ J~ } ~ J V y J ixv- "' ~ -ev.eSx v ~n 1,28 1 ~ A •Y Nmsm< s £/ J N I t4 ' ~ •~ O •V W _ I o-p~ d ~ ~ 1 ° ~a I /'I N ~.1 O I / } I ~ N 1 I / ~~ / ~e~ ~ ~ I R I ~ 1 I I I I 1 I I fi``' t I , 1 1 I ``' ~ ~~ II I I ' ~,,.n I /' I r ~ ?? ~ .•~ II \ \ w-B'i:i V NE - BJ4.2 \ INV SE ]]6} F ~ e. ~ 0 \ \•~ti ~~ ~ ~!~ \ e,.. ~ ~ FTA \ ~~ \ \ ~ R id 3 ~ ~~ ~o POSSIBLE LCCPLOx OF rvoscaRE IRRlennpN urvE ~4•P !~ .s° I ~a _,,,v • REI RFFL ESTATE BENJILES, LLC K INBTt S00Tgp]MR I ~ ~ I k.NACREB-LR0331 ~ V 0.]6ACRF8-E%IBTINO RAV OICIXLEOE AVE `~ 0.]9 ALRE8-PROP EO MV E%PAXSION PER PLAT ~F SOIRH AOJOINER ]3]AGiEB-NET ~,a pig a••W I 1 pl i pP dlv I r A. I I I ~p I J- N`eA 1 yY~ \\ ~ \ AREA 4~ - .X~ - ~ ~- .~ - ( . rY_l._,T___.) ~ J ~ V 1 I 111 `I ~B// 1 J .1 1 `~ '~'~, Of~ PMEp R/'M IH ~L II \41~1'Y'°~~ 1 .GLEN] WM-JTI M I-0JgHER 1 1 ,~ II 1 ~navN~F sMSeT1 Iw.. ~ I uwT ND. sT43Ps IWnu¢ wsr~ ai4zo 1 ~ i1~ 111 O ~I I 1 1 ~ I III II~ iillllll 111 I ~ ', ~ ~1~'II .I, .,,. ~ I I ; WBI I §1o ~T~~I I 11 I i 'j'f -^\ I/\I ~ 1i1 % III I I I w. = 046.34 5 041.51 _~-. LEGEND Q•SURVEY NNLIA9 NOTEOI C •UNDERGRWND GAS LINE ••BpgyET MARKER (I]6 A.p~pl W 'UNpERGRWNp WATER LINE ®•BGUARE TARD INLET oT •UNDERGRWND TELEPHONE LINE •=ROUN08TORM INLET pF 'UNDERtl10UND FIBER OPTG LINE D=AREA LIGHT IR =UNDERGRWNO IRRIGATION LINE ®=LFBLE/FIBER OPTIC Bp% uE =UNOERGRWHO ELECTRIC ©•IRRIGATION CONTROL BO% - 0oo °6WNE/FLOWLINE ®• TELEPHONE MNIHOLE O=TELEPHONE PEOEBI'gL ~a WATER VALVE ;~1• FIRE HYDRANT = G4B VPLVE ®•BANRPAY SEWER MANXIXE (D) • DEED OIMENSpN (P) • PtATTEp pIMEN510N (M) - MEASURED OIMExsgn (GPL)= sTATE PLANE CCORpINATE OIMEN9ICN ~Iv/ ~~ ~ M ~ J _.I~Jr~I 1 ~ R. ~ii~ 4 ~' ~Ig V ~ p ~ ~f ~~G ~r~ I~~ I ~ ~ 1 0~ ~ Q~ I ti / /` ~~ ~L ~ q/ l T~ ~ ~ T'`f I t ~ {)~~ ` L ~ ~ til ( N (` 1 yl ( - ~ ~ v ` ~' ~ I- Q ~ 4.V Ag ` 1 ~ a~ o t l 1 d \I\ p i P ei9tilibT ~ la ~ ( t1 µ,4H. ~~N`.- p J I ~~~ ~10~1 l N , ~ J 44 IY~- I a ~ =o- l oy~-/ Hy ~ ~^ -/I' ~ / S ~ Pifl1'~~ LI P 4~ (I s' ~ ~ _ _ P.O.B. -J ~ REBARIDFOUND PPED LOT i MERIDIAM1 TECHNOLOGY CENTER POST w/'x7l I •^ II ~ ~11 I MWERN2ED FWND (TW) I + II LAND DE6GRIPndrv STRATEGIC MARKETING AND RESEARCH (secoNGARV PLAT - wsrq zoGrmza4z I m l l l l I I ~ PLAT CABINET 4, SLIDE 260) ~ ~ RF MANAGEMENT GROUP LLC I J I I I I INSTN 20G]034RG4 ~~ ~ I ~ I~ 4 v4~ CONC 1 I j rouxoW( %) I I I I Try l oml I I I - m I % I 1 I ~ 1 ~ I I I f / I I ~ II I VICINITY MAP II a•v4• coec } ~ I i ' W I1 I y FOUND (TTH) I 1 1 I m 1 I I' ~---- ~'I I ~ I I I 1 I - _ - - - - 26x_66_ ~ - - _ - - LJ-J I°o I P.O.BJ (PARENT iRAC1) I~ _ _ 117TH STREET 50' R/W _ _ _ _ PK NAIL LANp 9URVEYOR'E CERTFlGIIi Fouxo m. otlempl~.e,. R>91Mxtl Lxw arvoyorglln smmq maM,e eves Imm6y as,11n5mInN RIIxXtl gM•ne NOTE8 a afid+. M9el a..tlPeon..rs Pepvea umxw alma aNl~xMeMn,.ne m ns 6ee1 qNH Imayaea9e em 68nm o ~ Ws>..wme m x~a.lK..rn nm IeRm,.maRM glre ItlMru s~n.~ry slxM.ms esamlma In rNe eas, axes ' t) COVENMIIS. LONpITONS,RESTRICTION&EASEMENTB AND OBLIG4TI0NSA8 PROVIDEp _q I, RWeIIgCe lMlane Mmin uWpve LO]e. FOR IN TXE OECUAATION OF COVENAMT6 ANp EASEMENTS E%ELUTEp BY iECHNOLWT A o io: YEAGER PROPERTE3 INC REI RE>L EBTATE SERNCES LLC' LENIERABSOLIATEB Lip., PN INDIANA LIMITEp PARTNERSHM.OATEp OECEAIBER30, 19M, , ., , , RECOROEOOELEMBER 31, 1885 AS INSTRUMENT NO BSR9d101N MIBL. RECORp 19J PAGE 405. E%EWTEO SEPTEMBER 3G, ieBT AND AND MODIFlED BT MODIFICATION OF DECLAMTIIXI I J'oi o TNe 4 bwNyfllal Nk m¢p or qal eM Pw eurvry m vAtlM Xla Outl xww maae m>mNnm wMfM ' , RECORDED OCTOBER ],1881 AB INBTRUMENT NO. BT6T980 ANO SECOND MWIFILATON l, I m Minimum bYeMeN CeNll ReyWremmb mr ALTNACSM L>M TNa Sureyc,•IGntly MCMMM vM tlepMe Ey µTA eM NSPS In 3005, eM IM W» I14m> 1,3,3.4.S,S,B,8,1p,1L,1] 61T o(TeEM AtlmM. Pm>uenlm Ne OF OECIAMTION RELORDEp JPNUARY 5. 1994 AS INSTRUMENT NO. &WTS9. Amnery Slanaera>e¢tloplM EygLTAeN N5P5 eM In aflxa on tlntlem NMU ceN]ntlon,uMP~WTOa 31 BENCHMARK USED FOR ITEMf30F'OPTION4 TABLE A' 88 NMeT malXr tlut in my plaMabnel cgnkn.ae Wtlemryor,e9ulxW lnMSleIeN INDNN4, Na PgeRn HAMILTON COUNTY BECTNJN CORNER ID N0.1P033509 Ittd PP9aIP~W Ara,mry ol]Rb wrvryeaw,M VwM1NI WIk6B Atl Nxtlrt HM W SON MARI(ER AT ROAD 8 UPFACE NORTIING:IT151y.eB8, EA6TING: 193801.1]5 ELEVATION: BW.S9] (WN B3~LORS981 • ' I CERTFIED BVDATE: 11-1909 S 8946Y9• W (SPC) 224.CB' (M) FER REFERENCE SHEET _` JAMEB p. HALL.L53OS000n 5 B9'0]'S4' W 224.32' (DEED) - I e1B,m, uMx Me penBrylK Mq,lury. Nq I Me leken,euauxe wame.q..gs.q.l s+MmM nl,mearm ax4 xmm.,x.,r, w..s 1w ,e9ulreE b/W.JAME9 p. HALL 5 DNlu,yp'i Plep>M by JAMEB p. MALL ~ p1 fl0 9` - R NOE 0 ~ TITLE HOLpER REI REAL ESTATE 6ERVICES,INC. `~ w =_ ILS2050001 T. __ 3 PARCEL NUMBER 180935-0601A35.D]3 ~.,, Slab 6 pp MM -'~ (Fp ' ` I . U wN PREPANEO FOR: VEAOER PROPERTIES, INC. 9 ~ ~ p ~ ~ A LO S( Pi O z SE CDR. W. 1/$ S.E. LOR. S.E. I/4, _ D HALL LAND SURVEYING - SEC. 36-T16N-R3E S. W. I/4, SEC. 3fi-T1BN-R3E (HARRISON MARKER FWND J (HARRISW MARKER FWND I OFFICE: ~ DNG JOH . . .) (BENCHMARK) ~ ' 3390WLDER000RT CXK JpH PART OF THE SEOUARTEROF 116TH STREET _ N 891899• E 146 00' LARMEL, INDIAWe SA4 OW32 PATE: 10.3f ECTION 35, TOWNBHIP IB NORTH, RANGE3 EAST - - _ _ . 9B' 89'2699• E SPC) llD 0:: - PIL S1Td88fi394 FB: IroI FIELDWORK: Y TOWNSHIP . N ( N B9ro)'SY E (GEED) . ~. PR Jt)-5861845 Fu: NT-T/3-0161 CLA HAMILTON COUNtt,INOWiA SOUhI UNE S. W. 1/d, SEG 36-T1BN-R3E G, 1633oe .~., ,..,>: o«ro,oivw o. PER CO. SURV. REF.) PER CO WRY REF ~'~~~ / ~~tC~~l 'daub ~itCe ~urbey PART OF THE S.E. 1/4, SECTION 35, TOWNSHIP 18 NORTH, RANGE 3 EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA PARCEL NO: 16-09-35-00-01-035.002 ~~ ~ ~ P e ~ /' o\~ P \ ~ ,; \ T e V NW ~~ O ~ ~ V ~~~~ ~ O~ V/'~~ 'III ~.~ ~ ` I~I ~ \I1 .• \\ i\ \ 1\ ~~.~C~ / ~~~~ daub ~ttre ~urbey PART OF THE S.E. 1/4, SECTION 35, TOWNSHIP 18 NORTH, RANGE 3 EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA PARCEL NO: 16-09-35-00-01-035.002 PARENT DESCRIPTION (Per Instrument No. 200200082652) Part of the Southeast Quarter of Section 35, Township 18 North, Range 3 East of the Second Principal Meridian In Hamilton County, Indlana, being more par8culady described as follows: COMMENCING at the Southeast Corner of the said Southeast Quarter Secton; thence North 89 degrees 07 minutes 52 seconds East (assumed bearing) along the south line of the Southwest Quarter of Section 36, Township 18 Nonh, Range 3 East a dlstance of 148.00 feet; Ihenca Nonh 00 degrees 16 minutes 22 seconds Wast parallel with the West line cf the said Southwest Quarter Section, a distance of 734.00 feet; thence South 89 degrees 07 minutes 52 seconds West, parallel with the said South Line, a distance of 224.32 feet to a curve having a adius of 650.00 feet, Me radius paint of which bears North 79 degrees 58 minutes 39 seconds East; thence Northerly along said curve an am distance 108.46 feet to a P.K. Nail and the Beginning Point which bears South 89 degrees 32 minutes 18 seconds West horn said radius point; thence Soutlr 89 degrees 43 minutes 38 seconds W est a dlstance of 315.00 teat; thence North 00 tlegrees DO minutes 00 seconds East a distance of 724.98 feet to a P.K. nail; thence South 62 degrees 10 minutes 57 seconds East a distance of 82.64 teat to a P.K. nail and a curve having a radius of 500.00 feet, the radius point of which bears South 27 degrees 49 minutes 03 seconds West; thence Soulheny along said curve an am distance of 646.63 feet to a P.K. nail and the point reverse curvature of a curve having a retllus of 850.00 feet, the radius point of which bears South 78 degrees 05 minutes 00 seconds East; thence Southerly along said curve an aro distance of 140.43 feet to the Beginning Point, containing 4.529 acres mare ar less. MODERNIZED LAND DESCRIPTION OF SURVEYED TRACT Part of the Southeast Quarter of Section 35, Township 18 North, Range 3 East o(ihe Secentl Principal Meridian in Hamilton County, Indiana, being a par of the REI REAL ESTATE SERVICES, LLC property as described In Instrument No. 200200082652, in the Hamilton County recarders Office, being more particularly tlescribe0 as follows: Beginning at the Northwest comer of Lot 1 MERIDIAN TECHNOLOGY CENTER STRATEGIC MARKETING AND RESEARCH secondary plat as recorded as Instrument No. 2007012842, in Pla[ cabinet 4, Slide 260 in said Recorders OMce, said point being marked by a Schneider capped rebar; thence along the west line of said REI Real Estate Services LLC property, North 00 degrees 00 minutes 00 seconds East a distance m 517.60 feet to a P.K. nail at the northwest comer thereof; thence South 62 degrees 10 minutes 57 seconds East a distance of 62.64 feet to a P.K. nail and a curve having a redius of 500.00 feel, the radius paint of which bears South 27 degrees 49 minutes 03 seconds West; thence Southerty along said curve an arc distance of 577.88 feet to the northeast comer of said secendary plat; Hence along the north line thereof South 89 tlegrees 43 minutes 38 seconds West 338.52 feet to the point of Beginning, centainin9 2.93 acres more or less. Subject to all applicable easements and rights of way of ecerd. Tha record descriptions used in this survey were provitletl by research m the off ce o(Ihe Hamilton County Auditor and Recorder. The purpose of this survey is to rehace the boundary of the REI REAL ESTATE SERVICES, LLC property as described in Instmment ND. 200200082652. The subject property lies in the Southeast Quaner of Section 35, Township 18 North, Range 3 Wesl, Clay Township, Hamilton County, Indlana. Survey data shown hereon Is a local ground coordinate system basetl on the Intliana State Plane Coordinate System, East Zone, as provided by the Hamilton County Semion Comer references, wtth the basis of bearings being grid North (Me South line of the W. 1/2, S.W. 1/4 of Semion 36 being N 89°OT52' E). (Bearing end distance relationships to found monumentation on the adjoining properties is shown on the attached plat for the purpose o/ establishing a history of monumentation; however, Mis plat does not represent a survey of saitl adjoining properties.) There may be differences with deed dimensions when compared with measuretl dimensions along the boundary lines shown hereon. Incases where the magnitude of these differences is less than the Acceptable Relative Postional Accurecies stated in the following report and less than the uncertainty identified far the reference monumentation tliswssed in the fallowing report, the differences may be considered insignificant and are shown only for the purposes o(mathematicel closure and are therefore not tliswssed below. When such tldferences are greater than said uncertainties or are the result of title discrepancies, they are generally discussed in more detail below as may be necessary for clarity of the lines established or reestablished this survey. Unless otherwise noted on the attached plat or in the following report, there is no evidence of occupation along the boundary lines of the subject tram. When fences or other Imes of occupation are shown on Ua plat, they have bean located only a[ the ends or specific locations noted; therefore, for the purposes o(this survey, such lines are assumed to run straight between said IDCations, but in actuality may slightly vary from Such straight line. SURVEY DATA UTILIZED FROM THE FOLLOWING SOURCES: Copies of the surveys, plats, and Information referenced either below or on the attached plat, were obtained from fles and information al the following oRces: Hamilton County Surveyor's OTFce: Semion Corner References for corners numbered: 18033409, 18033624, 18033509 818033503 Hamilton County Recorder's Office: Recorded surveys, parcelizations, and subtlivision Dials I. Schneider Corporetion Job No. 6096.001, Instrument No. 200600081758, Rewrtled 10/13/2006, in the office o(the Hamilton County Recorder. (A recorded ALTAJACSM Land Title Survey of the parent tram) II.Mentlian Technology Canter Strategic marka[Ing and Researoh secondary plat, Instmment No. 2007012842, Plat cabinet b, Slide 260, Recorded 03/05/2007, in iha oRice of the Hamilton County Recarder. (South Adjoining property first split of parent tram) THEORY OF LOCATION Tha boundary of the subject tract was rehaced from existing survey monumentation found per the Hamilton County Surveyors reference sheets. These monuments ware found and held. No uncertainty era associated with these corners. Additional record monuments were found along the various lines of the subject trem per Deed Description and held. The survey reference Instruments listed above were used in recevering these record monuments. Original plat monumentation was also found on the south adjoining trem and was held for [his survey. The current deed of record for the subjem trem described Ue entire parcel poor to the plating of the South adjoining tract, therefore a modernized land descrip0on of the surveyed trem is provided. In accordance with the Indiana Survey Standards as defined in TiBa 865, Artice 1, Rule 12 of the Indiana Atlminisirative Code, the following observations and opinions are submitted with reference to the uncertainties in the locations of the lines and corners established on this survey as a result oi: 1) Variance caused by the availahiliry and condition of record monuments; A 0.5' north-south uncertainty is associated with the location o(ihe subject tract tlue to differences indeed end measured distances In the lead rolls for the parent description as shown on Survey Item I. It is the opinion of this survey that this may be duo to recent road reconstruction along 118th Street during 2006 and 2007. 2) The existing deeds antl plats of record; No uncertainties were tliscevered wtthin the deeds or plats 3) The occupation or possession Tines (fences, etc.) as relatetl to the surveyetl Imes; 4) The Relative Positional Accuracy of measurements; A) The Relative Positional Accurecy of position of the lines and cemers of this survey tlue to measurements is within the specifica8ons for an UAan Survey (0.07 foot plus 50 parts per million). The total relative positional accurecy ter this survey is 0.09 of a foot. TRLE COMMITMENT "EXCEPTIONS" This survey does not censtitute a ittle seamh by Surveyor. All infortnatien regartling recertl easements, and other Instmments that might affect the quality of Utle to the tract shown hereon was gained from XXXXXXXXXX Insurence Company Commitment No. XXXXXXXX7IX, dated };;CX7CXXXXXXX as prepared by XXXXXXXXXX. The following cemments corespond to the items numbered in Schedule B, Section II (Exceptions) of the above referenced commitment. Comments made by the surveyor are in italics. NOTES 1) Subsurtace and environmental conditions were not examined or censidered as a part of This survey. No statement is made cenceming the existence o(ovemead or underground cenfainers or facili8es that may affect the use or development of this tram. 2) No attempt was made as pan of this survey [o obtain or show data cenceming existence, size, depN, condition, capacity, or bcation of any utility, public service facility, or utility service lines to Ne property. Acv C~ L J M \ "J~ \ y~j} r T 3'. c _ 1 ° ~ 1 ~Q 1 +~ q S . b _ ~ I V ~ ~jri. ~ r~ . ; / i O 1. , / ua. ~~ VICINITY MAP e ~LN.~~. I FIRM e neee IDOAAXD IUpE xlr a.1MILTON COUMr. man amrourm arms //g V an m a ar.°.. ~. m anE ~ ~ ~ ~ s ~ a I "" ' r-5 ceTa =~~- YII YOYIB ixrxoor ~ a Ea¢mr mr• - Ilrrulrr s.nm ..e,am,.., e....,.w FLOOD MAP FLOOD ZONE DEFINITION ZONE EXPLANATION AREAB DETERMINED TO BE OUTSIDE 500.YEAR FLOODPLAIN. THE SUBJECT PROPERTY IS NOT LOCATED IN A BPECNL FLOOD HAZARD ARE4 AB ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM AS PER SCALED INTERPRETATION OF FLOOD RATE MAP #1805]CD209F. AREA IN ZONE'X' MAP DATED FEBRUARY 19, 2003. 3) No excavations ware made during the course of this survey to locate underground utilities and/or structures. Before design or censtmmion is begun, locations should be obtained from the appropriate agencies. 4) This survey does no[ represent a tide seamh by Surveyor and was prepared without the beneft of a title commitment abstract of title, or a title search prepared by a title a title company. There may be easements, restrlmlons and rights-of-way of recerd on this property that are not shown on the subject survey; therefore, this survey and any attached legal tlescriptlons are subjem to all easements, restrictions, and rights-ot-way of record. 5) Every Instrument of record reviewed and considered as a part of this survey Is notetl hereon. The plat and survey were prepared basetl upon researoh of the public records to determine the last deed of recerU for source of title /or the subjem and adjoining properties end is Ueretore subjem to any statements of tams revealed by examination of prior deeds or other Instmments that may exist that would affem this parcel. 6) Since the date of this survey conditions may have occurted that are beyond the knowledge or control of the untlersigned surveyor and may have altered the validtty and circumstances shown or noted hereon. LAND SURVEYOR'S CERTIFICATE The undersigned, a Registered Land Surveyor of the State of Indiana does hereby certify that the attachetl plat and above legal description were prepared under his tlirecl supervision, and to the best of his knowledge and belief was executetl in accardance whh the requirements of the Indlana Survey Standards as deFlned in 7hle 865, Article 1. Rule 12 of the Indiana Adminisire8ve Cade. To Yeager Properties, Inc., REI Real Estate Services, LLC: This is to certify [hat this map or plat and the survey on which tt is based were made in accordance whh the "Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys; jointly established and adopted by ALTA and NSPS in 2005, and includes Items 1,2,3,4,5,6,8,9,70,11a 8 17 of Table A thereof. Pursuant to the Acwrecy Standards as adopted by ALTA end NSPS and in effem on the date of this carti9cation, undersignetl further certifies that in my professional opinion, as a land surveyor registeretl in the State of INDIANA, the RelaOve Positional Accurecy of this survey tlees not exceed that which is specified therein. CERTIFIED BY:DATE: 11-19-08 (J mea o. Hall, Lszosoaon I affiRn, antler the penalties for perjury, that I have taken reasonable care to redam each Social Security number in this Instrument, unless required by law. JAMES D. HALL Prepared by:JAMES D. HALL ~QSf E `sDrRfa97`%i No. FIELD WORK COMPLETION DATE: _ !L6205000t T. `- `. snrz a o PREPARED FOR: VEAGER PROPERTIES, INC. '~'~,Q1prro~~~{~`-~-` , SURv',;,.o•~• TITLE HOLDER: REI REAL ESTATE SERVICES, LLC PARCEL NUMBER: 16-0935-00-01-035.002 LANDSCAPE /LIGHTING DETAILS PART OF THE S.E. 1/4, SECTION 35, TOWNSHIP 16 NORTH, RANGE 3 EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA PARCEL NO: 16-09-35-00-01-035.002 SUITABLE CORD - BANDINC BURLAP OR HEAW CREPE TREE WRAP MATERIAL THAN MOUND FINAL CAP PLANTING PIT W/ PRIOR 2f03~M lQFCIQMY TOPSOIL 3" LAYER OF SHEDDER HARDWOOD MULCH INSTALL FERTILIZER TABLETS OR SPIKES EARTH SAUCER i INOTE STAKE & GUY TREES AS SHOWN IF FIL E 75R C 0 B M~ SITE CONDITIONS DICTATE S~ C & TOPSOIL (TAMPED) EXISTING SUBSOIL OR REMOVE BINDING COMPACTED BACKFILL TREE PLANTING DETAIL NTS PemlereN SeeSna Realdren,eMS: Seed Soadaz eM M'xMre Role Per ACre Open and diaWrbed arem remaining itlle br mare Man one year 1 Peennial Ryepreu 4g lbe Wbilea Ladllw COVer 21ba 2 Kenluoky Bluegrass 2g lbe SmxM Bmmagress 2g ba SwnMpreu 31bs PmoMy 41ba ParenNN Ryegresa tO ros WbBew LetlNO Cover 2roa 3 Perennial Ryegless ig lba Tell Feswe 201b9 4 Tab Feeure 2g Ibs Latlino or WNRe Clover 21bs 5.8bT.g 5.5 M ].5 56 to ].g 55b).5 Steep banks eM ou4; Ipv maiMenanre areas (M nwxetl) SnlaoM 9,emegrasa 3g Ibs Red Cover 151ba 2 Tell Feacua 401bs WM1new Ladino COVer 21ba 3 Tel Frucue 4g lba Red Cover 151bs d Orcbarepbreas 251be Red COVer t51bs Leduw Cover 2Ma 5 CrownveW 12 roe TanFwale 2s 1ba Lanes eM Hpb Meinbwlce Pores 5.5 M ].5 55M7.5 5.5b>.5 5.8 M ].0 5.5b10 Sfib)0 5.6 to 7.5 AREA LIGHTNG ~~l AF163eries Catalog Number. a ~ HIgN Enlcierlcy Forwara Tnrow xptea: Llghting RadaW wminmrea FFA TUiEB ANb BPECIFCAilO N3 waxrw,: sw=n„ama. oaw•*toc.nmaa wta~nvw,.a.sea~w~ auarwkN~. 'Inspanl emuYewa•m 9W1. •nPN ~' ~' nps'IIS.ID<ml e•e u . Mlq.• ~EOrOP s n e.ne»N. ore suss lexa a• w,rpy MSY ]r ~a~ + -a ,]5' ~1~°-. t5m°-.~ ~ tan am° , ~s o t n 3 ~--3W O OROERINOINPORMRTON CESSgiIES r . . ~ N ~ ~ ax ca..sw n~.~ai~.[.~.Lme Nrn,~niy . ..«v ~ ov.~Q ~ .~~e w .o.i IF4ii ~ ma"a u....n. 1KM S~oTmm 1...m, q¢r~~ 4-sMrw PNOTONEIRIR u .^¢ ~ I.~w ,~ 'r,:~~°aa„ ~ ~^ - yip Wa,.m1 m - lew .u.H«... ~ i.,.,u - . EPA RATIXfi wB "~". ~®» I w t 91ueMesa 14g ros 2 Perennial Ryegrass (TUrt-Type) 6g IW Bluegrass BO M 3 Tell Feswe (Turf-Tyye) 15g Ibs " PLACE SOIL BALL SLIGHTLY Bmegmss 3g m5 LAYER OF SHREDDED 3 HIGHER THAN FIN. GRADE. HARDWOOD BARK MULCH MOUND SOIL OVER BALL, cnennels ana areas acpncelroatee now CAP PLANTING PR W ON / RHODODENDRONS & OTHER ERICACEOUS PLANTS PLACE t PerennlN Ryapmu tdg ros SITE CLAY TOPSOIL PRIOR " , AND MOUND PEATMOSS wnne or uelno clover vbs TO MULCHING (2-3 ) OVER BALL & MULCH 2 KenWdcy Bluegrass zg lbe EARTH SAUCER HEAVILY. waeglasa s SwkM reaa alb FIN. GRADE ~ INSTALL FERTILIZER TABLETS Tmpllry 41ba OR SPIKES Perennial Ryegms ig lbs `M1Mib or Ladirw~lAym SOiI OH 21ba 3 Tafi Pascua tog lba ~. .. tsdlnO Or YMXe COVer 21ba IN MIN d Tell Feawe 1dO roe . . Perennial Ryegrasa 2g lbs 1 KenNtlry Bluepresa 2g roe EXISTING SOIL OR ~ / I ~ SOIL BACKFILL TO BE 75% COMPACTED BACKFILL J/ TOPSOIL & 259, PEATMOSS TAMPED TO PREVENT 6" MA%. SETTLEMENT. SHRUB PLANTING DETAIL NTS 1 ABOVE 1" LAYER OF SHREDDED FIN. GRAOE~ GRADE HARDW000 MULCH y' '., --. I GROUND COVER PLANTING SOIL TO BE 1 PART MANURE, 5 PARTS TOPSOIL AND 4 PARTS PEATMOSS, DEPTH 4". A FULL LAYER (MIN. COMPLETED DEPTH) OF SHREDDED FIBROUS PEATMOSS MAY BE USED IN LIEU OF PLANTING MI%. INCLUDE FERTILIZER AT APPROVED RATES. GROUND COVER OR FLOWER BED DETAIL NTS ATlA3 LIGHTNG PRGGUCTy, INC. roaJ%a4lmww'IM.acm,e m«caua 1 rss:matatlpl•'•"YbNaawsaimm* 58b]g _ .. ~_ ._ ._. _ S.SM ].5 _ _ v n ~~~.yqk ~do'1~~1a~ ' .. ~ 1 I I .. f uynun9 Proamm INSTALLATION INSTRUCTIONS wswvl3 5.5M ].5 . Models: MLLSIFLLIFLL%SeHes pba.Yap,.YmY.lnrrel YaaymwEew~ux e NoIIJe. XP3 aM rLtre sNn x,mk Ye1MNNY•Y4~baltrv r/atp rntn 5 Sb7 5 ~.amlmse lWMWe..swdap.m.MssMma . . PYV iotYLn4wLLmmlAlWMA9v/Ma90ebmv. aA[NAafiaaYAwO•eMYNMbaMF ariv,lrt ea xOad &a'ak w N #a• m ¢9mK Wwxa waPPM'tiY Y nyl•1 eamoM wrwn-u++r m.~.. P°°da wsar,Ym.Na ~useaawYlYramm .ma. M,m Ywee w a.• a • R+Im Yamb.. rc m v 0 O U O 0 0 Y of ~ W ~ o ~M 1 . ` U ~ 4 Z 1-Qm w ~Y ~zr Q '^ F I W V+ UI 4j O ~) I J 0 N n W ~ m "J ~ U n O 2 (V Z d NEW LIGHT POLE ON NEW ® ~\\\J/// - - POURED CONCRETE BASE. NEW BASE PLATE AS w SUPPLIED BY MANUF. ova N w ~ PROVIDE (4) NEW 1/2'0 X 4'-0"L TRUNION ',. ANCHOR BOLTS AS PER MANUF. MOUNTING ~Fa POaNgtlB wpMiM wiM aaunion rtamlbe,ry suiax.vilb 3'16'bans YOU prevde. Make sure Me _ SPECS fixhve is aeareyhatened. '~ m o W o I PIMING~Rempr2 Yrell praewrbckavex. LOOx^ad~Ilabnentban aM adlusl en flxWrebM•dei'Ied poslAOO N U ? FINISHED GRADE igbRn adMsmwnl hdd aeeirery ltlMlbsl. Reined amel ppsnkm brx ova.. W O~ ~`» Y~ w z rc~ 'o ~` 'o °= a '~ IJ m ~ < ® ~ V via f x z ~ NEW PWRED CONCRETE BASE : '( ~ i ~ 30 3,500 P.S.I. CONCRETE ~ ® W O O i J O W 1 m J ~ ~ ~ REINFORCE W/ (4) ~5 BARS SLIPFITTER i VERTICAL W/ S3 TIES O 12 " O.C. MO6NTIxG-Farmodnpnb supplied wiMasrpMM ma,m eLpfitla arerlelm (seer Mdnp l•ocessl~3awldv ognNn c 6 0 g Mu seen bead sal yrexs. 3lpfitler6designed rofil Quart ]B'allwnttppe. 1~~1~II F LAMING-Relnore eNa adpalmem panel by rempNSg Nd•^9 auews.Laosen adWSVnenl hplleN adlust Me fixNreb i Y• ~ N U ~_ tlletlesiretl position TpbNn adjllsMmntbdL RepMre sNe adNSareN Panel a~q replace scorns. ~ a ~ 2 O NOTE; INSTALL NEW LIGHT POLE DIAMETER AS PER MANUFACNRERS SPECS. rwa'eo SHEET N0. 10 PK NAIL ~ \ ~ ~UND~ ~ .'J.~L.'.'r .'. ~.'.'.'.'. STORM WATER POLLUTION PREVENTION PLAN PART OF THE S. E, 1/4, SECTION 35, TOWNSHIP 18 NORTH, RANGE 3 EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA PARCEL NO: 16-09-35-00-01-035.002 TC = 842.72 -INV NW = 839.3D INV SE = 839.52 PK NAIL ~ FOUND \ \ \ \e~\`.~` d7 L :.:.~r... ...: C :::: »: \ c `::::I:::::.. 7 ll ~. '. ..H, Tc = INV = ®5 z = ~~ ~ ~ ~~ ~~ oa ~ ~ `O m o~ ~~ N rll N V1 ~~`\. . ~ V r•~. ~>\.~. ~. ~. ,~~ TC = 842.5) INV 5 840.e9 124.un ~ o° ni N. Cannel EKecutive Suites. °i 'Bldg Height45 Three Stdry Office Building . Totel' 31,050 sq ft ~~ First BOOr: 10823' ~ ~ Second Flddc 9 591 N Third Floor 10,638 ', Parking:31,050 sq ft/Lper 250 125 spaces regWred 1e.od' ' 126 spaces DmJideC, 146.00' . N . ..................'.'Z ]'S.'A'G".'.'.'.' ......... LEGEND ` ' INLET PROTECTION BASKET ^/'^',' •TEMPORARV/PERMVIENi SEEGING ® =TEMPOPARY SEEDINGILWGSCgPING ~ ~ PER WJ03CAPE PIPN (W, •STASIL2EO CONSTRUCTION ENTRANLI •SVPPLYHNYW:EF STAGINGAREA -o- spERIMEFE0.51LT FENCE Q Q ~CONBTRUCTON LIMB ` 844.76 NW = 841.44 III \ 90 6~ r P`'P~MENS P \ \\~ \\ \ \\ I.:.:~. . .'.'l' [[~'. :I:{ .`_. Jr'. 11. ... .'.'. L'.'. L' I _ 0~3 _ SCHNEIDER CAPPED -~'x4"~ON~C~ I REEAR FouND LOT t MERIDIAN TECHNOLOGY CENTER PosT w/ x' I STRATEGIC MARKETING AND RESEARCH FOUND (TYP) .~ ~~ _ ~ N OFFICE: ~ ~~DWG: JDM~ .~ 2J]BOULDERCWRT CHk JOH C4RMEL, INONNA ppTE: 10.25 Ifi092.5200 PN. 31lAfH5]94 FB'. 1M2 \ Ph 318510.1&5 FIELp WORK Fu 39-T13-01S1 1623{M CLAY TOWNSHIP HAMIVON COUNFY, INDIANA ~:~/ \ \~ ~ \ .. O, `+Q ~~ ... ~ \ :.`' >,; < \ \ \3 ~` ~. ~ \ ..\ y .` ~ti Y ``~\ ~~ \ I ~- o I I i~ 1~ Y I I 1 I relTriai ~~ sreq~ - xo. aoT Dees4 ~~ 11-19-OB ~- ONAL~EH 5, D _ ~~eGlNocpfO C~ LS20500017! TErt 1111-1~ !9'tD ~I,. ~.,Ifl~ = i F 1- uT/ 1 I I 'III I i TC = 846.34 III 4I i~ INV 5 = 841.51 li I m u°-,- " o ~'oSS ' S ' ~ ' S8 i' pp & , $ e E m -& H 53.~"~0" 8 ° oL. $ x' 3a. b nRw s wo C' m8 ~SaPC"x'8 P. a _ ~ ~N v ~ < i ~y6 3 my s = sw m n ~ 5x'+nx i 2 i `m~ ~~ 5 ~~ ~'-, _ ~" ~ ge ~ g g `$ ~. s ~ c. _~=mx°m D gym .s $ n n$ S~oyYO 8 y °4"" ~ pO ~ n > ~ ° a ~8 a !~ ~%g @ssn~ ~8$ wy ~am 8 - zosim8c S9 0' ~ F' a n m g a°z ~g ~? 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S ~' '"_ i v $i zi m .Z1 g ~" ~m'z ° n_ ~N io ~~'T~~B~~g ~~_ »~Si~~o~c~~ °~ a ~o- g~aY€ o~ x p T mop o w > ~ g~~@~ ~G~ 4 ~~BF~~P~ € O >- mh ,^,R ~ ~a "xi ~ 'o Bz 8 pw "~~n qc .. .. ~ :. m§<o omz ~~mm ~m 8nj~~~~ z T g vw ~i~mA ~ 3:0 ~~m_~~ew°c~ o co ~~ m g Rog$q`-" o~~oo ~ ~a a myy8°F~ N~n~ 3Rwm ° °F °c- yawa~~y ~8G HAm w oyF 8 om R2~~ D° ppmyp 2§~z-.._ " o ~~ z91~y z~ _ ~ 0 2°O-~S _ F~g mim S $ 6~z "5 ~ ammOm mo °y °m'~ z ~ ~ °° ~ v xF O ~ xp F'P"m p$mO 9T,z'R o o~zA RH Fg `4 a'~ a CCF i N",3 aow v ~^'mwo°c F'~7 F= 08~"" y 07 o°"n °a9 =~ n" 0 2 ~~ sH ~€~"~~s Nam ~o~~m~~~~p° c~ o ~x~~£ ~~ ~am~~m=~n~~>~m ~~ sq~m~~ Z~ m= `go °" -" am ~~~a~~'" m ° s9 q ca w ~m~"x~° o ~s "3c~ ~m"g Sm_9. ~ 'a iF g~ ° a w8P m ~ ~ z-`S R~ ~- >: g ~ % ~ °~~ ~m`a op~~ $ R ~ ~ ~= ~ 60` "°~" gapN7 mco s 3 R gF~°,~ ~G ~ '~~-m° ~"€~ ~"w z"z_x 4 b F 8qw ~ o ~^mm_ 9 m 8g "'~~Fo ~ °m~n °"~ ° g w 3m ~"z ~RS~~ ~ ~ ~R°~'" $ $~~ `" ~ m~'~ m aS~=g o `8$ 8A ow c ~ :ont~AFS~€ ° _ z'`>,'m~ ~o °~<mmq O: i:m8. n G~ ~iz~~g ~, a =~~ '~'~~^< a~n ~~ gv:`~<i '°~ "z and mo~ a ~~8on8~A~° s r m~~' xBFR°$n mmn ~ y : zm~mgR F 5 _~.. $ya~ ~°8 mo<yp~m ~ A m oa °q ~~ ~ ~ ~ ~y z <~° g m ,q. SS i o ~ P "O x~~ w~" ~ a Sy' '7 ~""~ A a =$e g o ~ $a ri~y fiv3- ~" "r4 ~°omp o (n i H° zOS .~'Q=~ $ $~"8S ~"_ 'M"~^ 0 9~ Y `s '°~ _ ~ Ra m=° mq~~ Asgm~nn5 m _ w ~~ 8 ~~ ~ ~ ~gw- ~ ° Y gw a p mx~ =~mm p 9a Y zo x $ t € F w~ R m S 7` ov ~so3 x m ~ ~ 8 w n mi8 5 S_~n ~ aaQ~8w~8~ z o ~ <"~m w~~v ~^ Sm_ ~ vw °,o $ '" mF ,qR~~~ mBmQ 3 N~OOm~Fo ~ ~ ,"zI~lo ~ ~~ Rm'$ymm ~z ~~8 r-°~a".m8 R n n 'z°FA ~ ~o3R ~~ §n~v ~mr ~_ ~ 4 fi$£ ~'~ R qT~~g=~ 3 ~ ~ g°z €~ a~n~m ~' ~"~'~" m~$I~ ~s' ~ ~ ~ ~q ° mo ° , m =-~o D Z O '~~ ~ ~F ~~~y ~~" ~pg,°z"Ng ~~~s ° Y zz~ o ~ ym n a " Sn4 ~ w-~^p~m~ m ~ N o m YF~ s ~"a4 .Pn " g O O~ ^r ~"o "m zi"8~°M1'S yam~F~1~8 8 ~~~~~mE g8 Z Z C i m~emn-I LN" ~cPE yx " ~= m~R' v o~°u s~~ pp~ ~mna a8gm n~<n~oY'~ ° W Z ~ O D: ~._ ~e18 •r 4ir ~g8 Ci"z_s F S°AU'~gw € z U] Op I~ ~t. ap ~~6 ~ g ~^~~ ;~ ~ `~3' ~~ oo ~ z r~ o~~ ~n"~ ym68Ag'x^ ~_q~$m~mi~ Rm ~ ~ :_€ "~ T~T ~ ~~y~~~~~ym ~€o~m'""Sdd~g ~E 61`M1"y9> ~~ o D A=A Y y. R & 8~ a~~~~i~gyt oPn~~~^Pn m`5~~~m~n ~~ ~ D D w ~ j~ -0Y°TN2 ~"<~~ ~eL ~b~ °~ ~2 0 Z ~xnv ~~ Aw° p y F ~ r s. c ~ e~q~o m o~w=~ ~~~<~ m DK~. 1°F r' € °~g~~~o5 8~m$sg ,~ >'"~'a ~N$~ 8 ~ e e "p Yi° qm" Vw ~ 'mn'C ~ _ ~p°¢~~. ~ Q '~ J q aao I"_ .~ _m ... ... .~ .. ..~ .,,, ~~lo ~ I ~ o~~` v .,,,~ ,a,,,, a ~,,. .,,, ,,,....I„L,, ,,,, - JD HALL LAND SURVEYING Z ~, • pWG: JGX ' OFfIQ: Q, R]]BWIDER COURT CXK: JUX PNR OF TXE GEpWRTER OF ~! CMMEL. INONNA. ECTION 33, TGWN3HIP IB NORTI. <Poffi51W GATE. 10.1SCB ggNGE3EAST ~ Q PN. 3T1380.13~3 FIEL°WOXK: CLAY TOWNSHIP '.Q: Fu; ]l i-TY1T181 XAMILTON CGl1NTY, INGIPN2 10.23-05 NO OA7E pE$CFIPTION BY a~. mJ.,,„.:.~,J_ n saw Me vmnnmwh+tmaaapimaeam~a mMrvh~u~ n.aum sd~ina I~ ywumdenwmwv+m tim~w~varaem~ b ®me rm vvMmaom,ituvganu 1~t~memun ~m.mb~s Niz.+rv•r.ei rmmrmcx+a+m~ m~xwn.= w muM1nN W~ ~d v~Mtimarwremnwes as 1 M. am. N .~mav....a ~~m~mvti u..aau .~w.n ~~ me""' p,nw:aa»°.:wx n.m. n m,m.mni e .e.nm.. a~+w.w mw m.Jmn x ate:. ai mare.. mere w><ro. mr meets ax mm~. e.+reom.l e..aemPw .`umwa~ ~,.,w~ma... m,.d.m.mM .~~ ~, mona~w..moymoxmo °° ~'~~'"b°» °°"'°" x.~ yv, mn~Tan4lmatlmwvnmpuYrnmu TUlJwWa ee~nme ~miaumvwmtexrvt0ngµw~vmspmneem. ¢.m~tl>,ex ww~~m~r:mrq w"'4.®r°om•~ «n~.~N...a. Mw~ u~a'~»aasa e.Me~omrm~pn aw.musaeai~~ ~m x. MW a mea~nuemnibdw'aM.mwl.®EU~~+~la.b vau ~pQSeFyexl. nsxumvvwreeamaawawwm m mmvnmtwmnwmm,axunuvwsma~n wtipW nre~uv I~wdn--sevnM~Mmewvlrramp~n% Mumiagn4vennuvauwerwmrminoma. Cm We.~vnaarvimmmm ev.vxmaM~mammmwms WmNa. ~~ uvuerumam^am~X~^~ ~~vwmu~ ~=- .d~,a.m.ww~,-,..J.w..mw.,.a~.. nw.m..u. v pml~mvw a µwa v o-wy. rmuu im pun num awm, ar ~.naim..memm..anura, nda ~v.:~ ~ ti m n.ann.wmmwoxn meo,®o.~m.m...m aMa.wmbe :~ n«nn ee M=.ar w.r,o....~..wm. ~m~o x d aavaq. NONxeivweann yr•'aen. re ~r. wry vnan.u w m betrs a we pu em rasa n uy,as s~inn ew~n prrva. sµ mevaa n try xnry~ nn.xx ~..n wao. w w ~~.a ~m n araN vvnv. FExM/NEMBEFDIN4 ~m.tm.~mr+w•~ ""...5..mm rm..m.w xo.'.a w.d.~f 0..wi.~m .d«iwn..n ..e wnma wmnmt mm.l wwr t a..® ~,r4 M $EASIXJAL SOL PROTECTION CHART B H /N //// ixc /// /// // glc ~~~ Il-i~rJil J ~--I: Icy'. STORM VIiATER P®LLlJT10N PREVENTION PLAN PART OF THE S.E. 1/4, SECTION 35, TOWNSHIP 18 NORTH, RANGE 3 EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA PARCEL NO: 16-09-35-00-01-035.002 w %qme maram o.ol/ mapp ....ou .m"~~.`~ rasJ..mE a 5:mi.(w°E« ~:~eb°ma"`°am to ~i."wr o:JU. - erem.a re rearnar c . renom m R. ) ,«br,m Y^r.,w.~e~: a :G~ m.a;a ~: `»,w ~P wp ~g,mmm ]¢pam wFP.wartw Fw rmuuCNT ss[wrq nnx 1~ mvxw wra'^nc~axm ma«~vlw wa worm .:na Qn. a hQx~+~a'a'n~.taMOr. n mom" ua n%.c uua u b iav m umu aa.n mrvmr uwimn e¢ in. 1FNPGRARY 5EGlI~NG rr~ awMU¢.ewwrww.eam.+nw.aagrmlm.•w.u. w~~ ems. M numre eee.ms nwr mr rmna muee.nn .ue w ew rmm...w.uae m~ rormAe~ msmn..re~..nnmme.na ~m,•wieam To :ma :smma, a m~mrem..... ca^emap,hmlamrm~me. e"ma~~wae.~wm+..ei. E.mmn.s. wa7.. m.a.w.w®. - . _ v4 tii ~a m»'ea..e .n .r~.mnni.mmo. m.. a.~lr wu„~xexamp nw zseeo am. n,We.~~ .m~~~a ~ema.annm.dwelp wwW.a»Min. m a~.emaa.waa. mammmnnaa W.axm.w.N ~u u'w :o-w~.m:mi~me~w. amen WenWl ~hMera mmmuauv M.uwANnm+em mnFa.av. m WmmWO eY.,a rmtJ~w ~~m.'re"ab~ mnmma.ebnmmwnN.:.e umawa.nw,..oam..M: ~ ~w b .~.M1 qm~~ ln.l. 1. n. al pae. IabmPe"m.~.:neM a°~ rerta~e ~m m mna .o rr+m I.c.eeetl. evn. M.'wn rcn, xa, ry warn rem+. nan nwuun, am +vww Wnipvnml- mmaryaid v.wurwranrmvan ~ ' = rurzar w FLOW I ~ I .1~ .1~ IF )~ imo rm, ~ ~ Qas~.~ ~M ~hs.u o-amcMS~nw .wvm4lew~ai pwum~ rt%ee~e«msµrrrvnmww~~ma uJw k J/ ICI aJ=1 I m~ 1 (q y .~ ~~ m 1~ - - = ITI° SILT FENCE CONSTRUCTION NIS *"mm. ayraemannemurmLarumlam WrwaMew Hamm ~~mi Isu RM. esuiwn h Pmp eem m m uMAm. w W ~mmn4eapsnbs.wmrymmetlm~ w mmwmsMevesptlvea. F.~av urss~+m b slap uxprra (w Twr 11. a.mmwlvwmunl me+yemmv. Ira mvu qa m a av rtw m vmma a wc. rasa syvnmf rvmee kr mmnvm (rvma d aanmme va w b.u r4M1 im +ns0yesapn»v.nvmna <rbi ASIIII ,11 teuw minvbwb xa.: Mwlo-b m.. a m W m.. ~ ~,.mw m m. ran. rap.. p:M~-,IpxNewmxmn. qIW Web~pmm. Waae.m eaAW.la.mm.Mxmeww •<m tle x~e wsm tl ea Ine Mrcl. Xph: M e4nNS b..rtNp h b ua mr[Imeal pulmbAl b dos WMFLY Re eam~mnebenverg{sFa r~eanna = i ~ ~ r° ' _ _ - we. a.twm. bPmnwtlm.n.o.rY. tblax~bP ae. mbmm a,e w.. ran,. Pm~a wr pp 5m.. m~m,r 6uppn Rwr mmnMeunHepaeeMwf We. 1 a 1 MA lindgm pee, be Inv pb my Y wb4m1 b nnwrtl pm lox vmu m++a 0..a nsuum b e+np exl. aMm E ~°%."~.""m a~me`~..e`a~~, A4iw<"el w".°;a.M'°a: m.mlaenn M~ h eeAe .am,,.w m.m,.ea w ew A uw.Mnwbtmx,bTwr.rwab..Neep .+p abme..MaWmbmlp :°`rwa..mmw~mmm win tl~.me ~cxpbhw.nbtmlmnmmldm.bp `mw nom. a. m. w,..,ameMeemwY...mmmm w..ebamms. nnmy.w, Wmwrmbarm mnwm..a.mapn,W nm.mby. q ewhnenwb vw.paaemwmwmemWnmr..nwe. ~Nn~nrww exuurae. raeuercmeara m.na ms l,.ynar+weaMbeulpn mm wwwil anern~u ew. lww.om~n~mas .m~wrn~a amw.aa.Paro p ~pnIYENENi 0. i 1 Jam. ~_., u I ~ T~ k- I ) ~ I W `_ ~ -; 1 Il~ 14 _~!~j,, ~'4i1'II If I ~"~--r., J rll .. L=-- cEOminle rnaxc MO snxa aapuxp uxe. PROFILE I I ro ordure memmmelare enmmmm. d«m eammkt eimwrvg mx used Ine atom Brain ayebm aurln9 Tammmw.em penm. Nom: Tlrb nxeun b nol ASmnwMtl mr pe.aa mrbW tl0 m IruEIIM/ ~ mmm.mn m.mbm.na lmk or.n menmp.r•bm. a, v Ne19; MamaWaaupport eyabme mayGmMINNW far Mraweetl poala antl crma Warm. cnnw~aunR G~i R. rues 5a. aMl CkWHD_ PLAN VIEW STABILIZED CONSTRUCTION ENTRANCE NTS PuN ae To pmaae mgmWegm¢¢ m a mn¢mmem alm ana mmimiae trackng amaa ana ¢eeimenl onto wdm romway5. G;memrom Wam-Tl leel minimum orlull wtlm orenl2rcNeti1 rwaway, wM1icMnr la graaler. lerpP- I5p (eel minimum (kvgm ran m elu.mrlwsmell yLLO), iNlMeas ~ eigM1l inMx minimum. Insblmtlona t. Remo.e Atmeemeon ane dn«on)eamaple mmenal nam ran rmmaeoa 2. Greae Iwnambn ena cmmt Ip Pvy1He a2lnpx.lrniesbce al Pe mnemrrnon mmnm b mmm a PJdm rase ana e.mem wo pem«t, mn¢wd n epnl inU M1iglr Eiverann ntl9e xiMe retivd3bf sMe aYpet ma Ina lvunaaavn area aOVN 151ee1 M1gn Nc mbnq marverl mmH a wayhcm me matl (see TamparycrosWClbn IngreayEprw Patl Lm¢s Saklm Yew WaM¢M1m[). 3.1051811 a mlven pice uneerme pae if neMea m maintain promr [uellc tors emirpe. a. nw.1 mneinom are aapdpaka, plamgedeale Imacat ma greme lounaenm k imp0ve sletilRy. 5. Pmce aggregsk (INGGi Cq N0. ]) t0 tM almenel0na eM gmle ahv.Mt In IM aniYUNOn plena.lp~ip m¢ 9urkm fineam ena kgea br a2ine9a. B. Taparm¢Me ArsI50rMaa)agmbNv Wd18 rteNVey vAM1 lwOmNrea mrMS w wa¢nac a99re9ma (rtmor ca Np. 5J) (wn'wul, uwe pnmaliry wrma me pamcm ama paa h m keep ¢«Hmm aenemp m.aeidanree). >. wn.re pwinb, axes all5mrm wabr mnonane etmmpalmm ma ipre¢cp reu pae m a maimmt Bap or eadn. Mm11.b One mMO aM ane-IWI Ina tl18me1erweeM1eL eggrepele [IMIe1u GepeMtenl 01Tmvp0iuti0n course gggre9me Nn. z (Bee APpmei. Gp. one.l„Irm We era oM~aNincn eiamemr weenea pnregam (INGOT cq No. sa (me Aapmaia Gp. cmm.um harm onaaarmem lase gppenal. cl(mm Mampareaon layer m vm.em inmanWne oragaregate aW ub «mennng sal mabnal ana m mane gmamr pmnng 5o-engm wnex mmamenp wuI mnaniom w sal¢ wim a aem0nal nign wakrmma lapgm). Melnknanse Ineped aaGy. Rmnam paa m meeee t« arelnage ane reran nmea. Top atm¢ w'nn dmn pAregele a5 mmee. Immea'mblr mmme mw ana malmemo-aaea «wa¢nea omo mmm maa¢. Finaing anaxm Dory pe mee nine wamr ran W mnw:yae mm a SeeWm1 bepw Weln ENecllw Llh Su maMU (mennun). CeweM RinMhdn a Moymrhmuenry. 361qurelonn erenl eMeerp a 81arm eraln wA1wW Eypne Mx. Gsolsrela9W[Wre HBgM-13 m 1B irwM1m, measufea M1bn by pl N'rn erein in W. Fwtapetayrq-96m A mnimum pNina OBbesn Was. F9me aupmrl - [faciry m ehenpMen Inlglely M 1M s0ucmre. (m$M lum mu9vnNalanC 1]-kpI M1aN 01 we1elelM Seaim«AwyJwA Impeba m una.vttirw.l Mekrlels BJpPM Fm1a z. z Ina orz. a ma nemaooe pmb. lNnmleet I.ngN, mlmmum. 1 a z Ina or t, a ma reiawoae «w Wmw n.anm. lam.. smdm«mim. GedesMe hac TAIe 1. GedeNle FaOrlc 9pecMtalbns Pm/alulPmpxp' WOVe n HamWgvn FAbnae ENmkmy es% es% W RmI¢mnm To% &5% amnlnwmaW mamo-emm «e da mmm mmimem 1Ne plan¢paWRa v10° m 12p• F Temib Slnrgm tll0% Ebpaam: smamm soengm ao lW.niMarma so lsemnmrlaa Eatra so-epm wleeniimar lna To lW.mnmrma Weler FlVw ReIe 15 elJminl .M1 ]2o elhnbl 11 11ubIINOn t. Olg en camsna 0wp. rouwmm tea mamt amain uM mnmm« d me xun. pram nb .xe impma mmrp0¢luutil'ua ligN pemYe xom:ln aXUatlms Morn amrm wabr mry Yypms mashucWn, eMnr: s« me rap of me 9mleme menn nn.r x k.W am menm loa« man m. gmxne .W.etimmme aownsmpe deemme.mtm amin WW, eons a mmp«an alke, mmpenee m al. lrcnm nglter nan ln. meet, an me eowmYCge eNe IX Ne abrm dain'mdet gxG/OR um m mnionrnon wMr e.mame amp mlc pialemol,. MeinMn_ Inapxleelly IneceC19m1eaI981eaesana meFe neaaaa mpLn enmeakmlY~ R.mm..ealmamm,mpool ama m prone. map.rorma mx aomt win. Moa aamapnn or anaawmae mono eo W g ..eimam remm.l. wnen vmWWNng amlmga area em porn 5meaizea, mmwn meimem. Pmp.nv ei¢pme a aA mneWMlOn malelkl, g~.m area m1W .leWpm dine woaa emm Ima rap. men emmma immaemby. pSWRi""*a, r i~° mseni tI Nn SGTU8861 ~` 11 19-G8 Aq as' ~~JGrYAV E„~ ~v`~pc NEgfo9`` = No. Lszosooon:~ ? ~9~a b~i& GIF^- ~ \ PK NAIL \ ~UND~ ~ I \ ~ ~7 \~ 7 TC = 842.72 INV NW = 839.30 INV SE = 839.52 PK NAIL PART OF THE S.E. 1/4, SECTION 35, TOWNSHIP 18 NORTH, RANGE 3 EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA PARCEL NO: 16-09-35-00-01-035.002 \3~~Y~ `~ ~. byy^'^ .'.~'.. .... \y \ ~ \ 4 \ R~ \ \ ... •~" 1 ' .1'.'.'. . . .. FFF. IIJJ FC. i~. j-(~~ /.l'tllltll. \ STORM WATER POLLUTION PREVENTION PLAN LEGEND =INLET PROTECTION a43KFT =TEMPoMRT/PERM4NENT SEEDING ® =1EMPOFPAT 9EEOING/LWpSLAPING PER LANDSCAPE%AN ~~ (W °STPBILI2ED CONSTRUCTION ENIILWCE ® =SUPPLTS WORKER STAGING AREA -e- =PERIMETER SILT FENCE GPIPHIC SGIE O 0 °CONGTRUCTON LIMB 0 5®0 3PLE : 1' ~ 20' ~,\l~ \ ~~.\ ~ ~ TC = Ba2.64 0 } INV = 0}BJB E I 2s LF oc 1e' OP 0 G.zsx (Pere GIRESTONE PLA 5) Z ? N ~ ~ co ~ ~~ 0 co ~ ~ rn o~ ~~ Nm N VI 1 I TG=3426xI INV 5 040.99 VI q - . \. ':•\.'. tel.. (\ \ ~:j.P\ b ~ ~ TC 844.76 ~ V NW = 841.44 ~ / s Vl~'1 ~ V I ~° v ~ T ~ ~~ :\. \ \ .; 4~ \ ~ ~ ~\ \ 30 eS r PSP~NEHt ;.'. ~' ~ \\ 1 4 t \ ~ _~ - (- ~ SU PLY/STAGING?AR ' ~~ _ U~+.~?~NC4~"~ ~ L 1 1' ~ ~ 1 ~~> :5 \ uT ~..• 1 ~ li \ ~ uT 1 (_ ( (~ T, I J" ~~~r~p 1({~~J~~"~}~~~°!p-L ~("'{~,~jJ,~,I ~~,m- oq a I ajryS~~°~q ~ :~:~:~:':~"'.' ~~e ~~ `111~~pv~`v-'f }`~C ICL~~_ryy(}}~~p~pc - G~ ~a ~~~ `1C \C _ --~t~~~~~~~ ~ 1 ~ n ~ U~U~U°Vo~.. ~ c~t (~ '~~. 1V C~ ~ ~ - ~ I (~~~{6UILDING STAGING ARE/ I I~I~ ~~IJ J~~I '~ ~ ' C ~ / I ~_~ t::: ~ 1~ 4' CONCRETE WGLK ~~ I N 21:92 '. ` I ' 124.08 - o ~ j I I o ~+~ I I Carmel Executive Sultes ~ ^ III ~ ~I TC = 846.34 Bldg Height: 45 ~ I' ~ III IINV S = 847.51 .•I:•:•::.. Three Stary ORica Bmlding o ] 3 N Totak 31,0505gfl ~ a ...I. 'I' I o Flretfloor: 10;823 '~ m ..L..._F. :. -Secondflocr:9581 .N ~ F •, •,Y.. - I ~ I Third Floor: 10;636 .~ ~ t I Ta.oo' ~ [.: I Parkingi 31;050 sq ft / 1 per 250 - 125 spaces regmredl - ' 126 spaces provided.' '~..'~~ N :i:.:: ~ ~: I .. .»>. 146.00 I ;_... ... ~.....:.. ........;:3j:~ : `~ ~::::::: :.... ~ ~: ~ ; I I I i i ~I~u~l~u~l~uu~uu~l~.uuuuu~uuuuuuu~uuuuuuu~uu u~~ -011 ~~I ~~ SCHNEIDER CAPPED 293~fl OST W/ ""X'I ~ j I~ II REBAR FOUND ST~RATEG CR MARKE ~NGN ANN ~~RESEARCH FOUND (TYPE ~ ~ ~ HALL LAND 31TAS&5394 Ye 31].530.1345 FI LO WORK: CLAY TOWNSHIP 311-T3]131 10.2, HAMILTQV COUNTY, INOIrWA `3 \~d C ..\\ ~ . ` . ~ ~` 0 #~+~ OUrd"~ _~~ N soxaeesa - n nATEar n-1s-Ds 6tiF- 'bey,OVA~ fN 7~~!1 DFpF~9`~~% No. !L520500017! ~ s3rz s -' 11-19-OB11-19-OB ~~ ~I ~ ~ , LANDSCAPE /LIGHTING PLAN ~ ~ ~ PART OF THE S.E. 1/4, SECTION 35, TOWNSHIP 18 NORTH, RANGE 3 EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA \ PARCEL NO: 16-09-35-00-01-035.002 PK NAIL ~ ~UND~ ~ I ~ ~ PK NAIL \ FOUND ~ u~+e r.,M.emw.[mwewae.e.. cRr.:aN® \ ., ~ Ns:a°~.a4~~w,l..e"~~m;eBOi muw"'«'°. p s ID zp \ / \ \ pew Wqn~, $LLLE I' ~ p' \ \ ~ \ \ \ \ ~ rbewnen,iBX 11tYIW IW \ \. \ \ \ \ \ \ \ \ \ \ $IrtnEtl_ ty__Cammm.NVme _9vlwicW.NVma _SlzeLOW[ 3~ 11 p e LP III ' ,a ro n .e s. M .. ~m 'n w ~ ~ ie mm Gm le Mm tmuwe tl Iv w \ ~ 5] m k vnea• Yewv i cu a IOCtc BR w 1, Bvwvetl O e® \ \ \ ]fi eocl, Ndl BueF Ilex Mmefervece A m zx ma pe ~M x.m..«min m,r „u e e "~~ \\\ ~ \ 4D md, B>rom. .nmla°.~n dla e s..om a,mm B,,.n a ~w. v e«n we r.°m. s M.. p.ea ; n \ \ \ 41 eceM Mow way Blue MufM N Inlum em Blum C11,blan II 5 eecF Dwarl rwnlvin C,ca PmnleeWm vl aarclEea NamNn II \ 6 5 ee[F pwal GaGC I• tmol Eunl Molue a enlll - Ilno cll / \ ~ \ iil \ tW t Ilnaalm n ~ \~ rote I '~ GA 3 0 \ ~ \ ~ ~ i i Boa leleo ~ p'.Pu 0 ~ ~ \ Danpsfx Stteenilq tlenil \ \ \ lnnEecepe Nep,l,emanic e eery \ \ 14L0 Inml kvt psimely @5 snwe. ~w l l-5\ ® \ ~ ~ X I ~ \ \ `~ %\ /~ s \ \'P~ ~ \ ~ \ ~ Y n I ~~ 3 E I i ~ ICI \ 1 w ~ a ~~ \ \ ~ s_I \ M•wels ~ ~BS~ P W V \ \ PSP~~N luwnl 15' \ \ \ \ ~ r \ \ ~ ~ 0 ® ~ ~ A cu w 5y ~ ~ ~ ~ \ ~ O m j wwm ~ ~ ~ UT ~~ I N m I I~ ® \ ~ N Vl _ E I 1 ~f - 3 3 - 0 ~ ~ 6 ~ 6 ww~n s-1 0 B wvl 1 9' 4'CONLPEIE WNLK ; I I~ 0® 0 0® ® 0 0 6 ' 124.08, so 2 . 2' ® ® @ ® 6 I oll I VIII I 6 5° 1 N ~y(~~' ~9 I II i I Cianflal CU e~l 3 ~ lY ® ° ewnl 5' I li ii it I II II p Bldg HD ht. 5' < ¢„ © ~ ! I II Thre_ e S ~ry - B ng °' o 13 I I w TfgY_: 31.050 R 5 _ ~ ~ w°l 1- III III ~0 0. i lfloor; ,823 ~ ~ E' e w ~ III I I S oor. 9,591 ~. ThiN.floor. 10,636 6 Parking: 31,050 sq R / 1 per 250 =.125 spaces rew° red,. 6 © °°°wm 1 0 I I 0 ~ 126 spaces P id•Y8 - ~ e~® ® ~ I ; I 146.00' © I !I ~ I B 6 =I~ ~ I i I ~ I ~ u ~~ IL~~ ~I I SCHNEIDER CAPPED ~Tx4~ Z~ft~l I I REBAR FOUND LOT 1 MERIDIAN TECHNOLOGY CENTER POST w/ "x'I I I ~ I I I STRATEGIC MARKETING AND RESEARCH FOUND (TVP~ ~ I ~ I ' PPOJECi NnME: CARMEL EXECUTIVE SUITES YEAGER DALE: BY: RENSIgNS PR0.1ECi LOCA-OP~TOFTHE S.E.OUARTEROF Construction SECTION 35, TOWNSHIP I6 NORTH, RANGES EAST 23 S. 8TH STREET CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA ~ NOBLESVILLE, INDIANA 46060 PH. 317-770-7380, FX.377-000-0000 TYPICAL SANITARY SEMFR SPEgFlCATCNS SANITARY SEWER CONSTRUCTION DETAIL TO BE pSEp EDR PRIVATE SEWFR DEVELOPMENT M1NIN 0.AT i0NNS11P REGIONAL WAS1E DIS1RICl REWSED 3/1/200] I. smneara mmmpnlma m gay mwnNb Reglmol weals obblat (me Dbo-mq antl PART OF THE S.E. 1/4, SECTION 35, TOWNSHIP 18 NORTH, RANGE 3 EAST, CLAY Dwwtmmt m Tranap«mran phooT) anal apply mr dl wo,k pntl matamla. smi<pry TOWNSHIP, HAMILTON COUNTY, INDIANA aewe, pipe anal De matalea ID pct«ama wim sttom ass of me tonal wool atmea,a meplflpollma nandboo4. PARCEL NO: 16-09-35-00-O1-035.002 z. salary ae er q.pwy pipe, umea• pnnpre rptM a1Pe repulred per IAC o. ai.ecsmd arel.d pipe. anal be Polydnyl cnmaae (PVC) in accordance wun AsIM D3o3+-as wim . min'unum wall Ihkkneaa tlolgnotlm of SDR 35 pntl Natdletl pe, As1M 02321-69 wedlkallon. PVC pipe usetl shall be grooved bell, apigDt end, and gmketetl. Rte pipe Mall De mpae of PK' plmtic nvNng v cell dpalncpum of 124548. 3. PYC apnitory fewo grpNty f<l'nga anvil oleo cmfwm to the «quvemmU of the AS1M 03034-89 apec0kolim. ul fittinga Nall be mesa m one piece wltD atpnapra pipe satin. gpsketea <IVatommic biota, pntl apigDt entla. Single pitta moltle0 PVC Win atmtlma plop DUb, gpakela. pna apl9ot mtla f« back-lo-Deck tee wyea ore acceplpDle. Wall [M1ic4neaa I all fltUnga anon hove p m aeai;'atbn of sDR 26. Gvaketa fw ant«nmlc p'. to anpu De mdeea .un p «, -aecupnm pna pr azo aqp«e incnea vntl conform !v AS1M F4]J apeciOmHm um a. ul .ammry mmhdn anal be prmml conc.ete mpnndn m oa«dmce wim ASTM a]e pna swum no of me ammt Ixoor nmaard mecincalrona nmmook. o-.toga Non mrwm m caa3. Debts ra m Kent sad w epdwlent Non obo De oppaed t0 an pinta ana between Hoer anga amwcnanga. Mande step appcmq anon be no we mm Is-mmaa. Monhdn anon be dr totes r« IeaNage m aawaance Win ASTM m2a4'~oz. stpnaam Teat Methotl tar Concrete Sewer MvnnOln D me Ne olive Air Preawre Vacuum Ten. Y 9 ( ) A. Infdlonm pna matron or w ml and mmcmm eebcn moat b. m aaa apm eppivm q o amine Wm m mcwrvi .stoma datioaa oea pmmrtmm~ ap.dremmna warn now bem pravie.e by me mawfacwrm ana pccmt.d Dy me oiat.rot En9bem. Thetingc vntl tlaerpmmgs mint De copvDle of <efNng lase enure pnnole. Indutling me Ba N1ln the w m leafy aef In place: 1. Connect lase wcuum pump to lase wllel purl wiU Ue wlw apm. z. p.aw o wcuum or ten po) mcnn of H9. (5 p.D ens done me wlw. C. Accepted alvntlprtla rw leakage III pe aatppllanea nom the elppaetl lima for o negauw Area . ananq. nom tin (la) mmea tonne (9) mMea of m a.y The m arowmle linage role r« a rar (4) rmflammam manna. moat be m cvrtlonce motto me lollowlnq: M nimum Elapsed iime rw a Kennels Depth Prenure Chpnga of 1 Inca Ng 10 lest w ten fi0 eecenda >10 feel put <IS feet )5 aecmda >IS feet put as last Bo amain F« manhdea 6w (s) reef m aiwnetm, oea an mduonpl mlem (I S) aecanaa one ter mnol<a n, (s) rot m momaty, peep oedumd mi.ty (307 a mm to me rma ngai.emma fw four (4) roof dipmetm manndn. F« dl mmnd . e.epm um lwmly-nw (zs) reel me Engmem win aetermine ue pppNmple mmlmum elapaea time. o. Ir the mannole raoa me ten, ncenory r.pdn moat De mpae. The wcuum lot pna .evain meal be repealed ante foe mannoe Paean me fast. E. Ir mpnndn bml uplwta v e paNea wt ea.bq m. wmam fast, the mmnde man pe ammaynblea pna me bins molmla replocea. F. Monndea wiu pa aabpn lp wtaupl mme,lllon wim an bapol leaks being repd,ee. s. say rvbbm cm6ng wim ploaoc .r p anon D. appn.d arena earn mannole iomt ham 3- inches show lv 3-incnea below open blot. The ppprpprlate prima Hoeft pe applied prior to applying me mbbm coating. Inaba Qlnta to pe Gllea wim precool plug matmioL Entire evterior surface of aonltpry se nodes enpll pe aDrpyed motto p pituminas cooling one all etleriw gap expmure of riamr .toga Nall pe back plpalmad w grated wIN nmdlrlnk graL 6. m. manhde Nlmn.ys, mdpeinq bl deer Hoge anon pe aealea aelnq oea rip ml.md cnimne seal m nufocluretl b Lralea NPC w p DiatNCl p wa upl, Rte flex rip Y Y apm p Nlmnd Nlmney aeol Noll afntl nom a minimum pf J-incnea pelow the lvH or Ins cone wuan m 3-mm.a over me mannoe coalmm f.pme m ver mpwradmen In mnpum Pr«edprn it ekected amenbe. brand qri oea seal Nan De InatalN aner mmnda m tnunq om p.mr m noel aaeptpnce. w ter teat may pe ama, am monwpam. or oieirmla nc«nmammmn, m p.pbae ozwrmce roar mead mNnner n I is .eta tignl ]. The cpatmg elewlima ore set by plan, nowem, me cpatbga are to D< oapstea in ma fiNa by lase Dbtrich repreaenlatlve should o tliacrepvncy p r Detwem plan gmee one eabting grade. N¢w mannde .tog(a) and cover Nall pe inatplled la ntoDliah grade. Minimum Height DI oajnting rinHa anpll pe 12-inch on eabfing ntructure odyatment pntl 10-into moompm m ne. cm wcum. B. Bpckfll p pond all inalvlled or propaaetl monnde anuctures, aidewolb, p1e ppNa pntl/w all pawtl a aranall De made motto granular mOlmipl (p-Dwrpw)w No. B alone, up to 18-incnea below crosasedivn [M1kkneaa which amll include "N V. 53' atone de m . II more anin eel bpckOl requiremmla ore eel wf per city, town, ewny, n Dbvmt epecmcotims man ztmtlortla moll be tolloweQ Trmen epening wimin 5-feel of me pack of lase carp or pawtl roaewo}5, Moll ba ppeklBled wim grpnulvr mpterlal w Np. B store in occ«eonce rim stttron zn pf me a.rmt IxooT alpndp.d spalRauma nombook. 9. lase Cmlraclw Mall pe reapmsLle Imo wrilDng that all stole hlghwoys, city, pntl county permits nave been abtumea by ma aawlaper molar to earl of comnuctian. 10. InlHol oNUllb shall pe prnenfetl to me Inspeclin9 m9ineer prior tp final eubmltlpl tv lase Oblrld for re olhmwlaa Cmlraclw Moll be requintl to IumiM the eewlcper a Engineer wim Gent vl prints Mewing oduol se er lecallov and Inwrta Indutling btervl <ptlm, tlept4 pntl IengtR Sucn oapuilt prints moat be received Dy tea Enginem helves me foal cmtmc< poymml can De aulnaized ANUYta Mall be wDmiltetl per the Dia4icb corral alantlora which can be found of www.drwd.org. n. me 1amm.y sewer mte,ma one alma tmmmatim anal be inamatetl pas the aunp<e with a aeteamm mewl pal nt immeemldy mow me min termmmlm point a ruN cmnttum n not immaamtay mine. 12. ul monitory ae ar INn apm completion will be required Iv pate o low preawre air teal. Soitl <nt moll pe contluctetl accwtling tv ASTM FH1]-92, om Noll De witnmaaa by p Oiatrict nnployee a the Oianicla reprmmtoliw. ins feeling Mall be In o cartlpnce NlF igDle 1 oa Idlowa xllM1 QS poi Deing otltled br each loot of water abowcme aewm line being tasted. Sewer lines aholl be wbbe! to riwpl IevF inapectim vt tlawnztreom Donato wim dl naval IeaW Dein Iretl pntl sub" d to teleHSin o!a D the ' 9 reap p g requ y piatricl. u. Pd« m final deneaem tnl (mom.N mpa an mampnn anon pe de0ned and nn of any deprin. Defledim tats Mull pe pafo,med m II IlexOle' pipe otter me linpl poc4fill hoe peen In place vt lapel 30 Boys. No Dipe moll exceed p wrticpl denec[ion of 5x de0ectlon feat .oath. (•The Idlvwing era cmaiamed nor-ReaLle plpm cmwele Abe. auctoe hm piss. one coal i,m pipe). Toe eeneman tot Mon be pena,mm wim a nine-point mongrel. proNn^ Hoge Nml be ownopb at lime or fast eme.wiae ne toeing vent De Allowed. All mo drN lealing anpll be wltnelled by p Dlaldcf anplpyee w the Obbicte reprevemmiw. t4. lase enaa of all Iplervla are to pe plugged water tight motto p gaakeled cap cpppple el wltnalpnding p Ipw preawre vp lint wllnat Iwkoge. Lptmda Mall be wpjed to dwG leak Inapectlm at dvwnalrapm monndea with all Maual leaks being repaired. I5. Betleing fw flealDle pipe pntl rigitl pipe Mnll De Nv, a crushed stone nom 8-inches pNpw la 1R-incnea move me pipe. Monndea moll De placed m no ten man b-incnea al No. B crvaned store Oedtling. 1TPICAL SANITARY SEWEfl SPEgDCARONS (CONT.) 16. Wvlw Ilne, uNily, v d legal yvin i qa antl eparvtlona Ndl be b vccwdance wiU Ins awe stringent of the two: 32) IAC ]-6-9 or Ue Oiatrkle atanaora arawinga. 1J. The frmch anvil be vpmetl uflcienlly vhevtl vl pipe Ivylnq to nasal obstmetlon, vntl shall be properly protedatl vntl/or barricvtletl whin felt unaHentletl. 18. No water anpll be Darmitted tv flow InOO me avnltvey newer ayalem tluring canatrudim. Conlmclw anvil uWixa pumpwlo kem me wvtm level beow me DIPe. Pump tliacnmge ahvll be tllredetl to v atwm del in a<cortlvnce wlfM1 elate vntl letleml Iowa and regulvlivm (33] IAL 3-6-20). Any pipe entering exbfmg aewm anal De Dlugg<tl wim w Ilpe mecbvnicvl, Dmcetl plug until men tlma as all tale on Ue aewe vntl all n~ ~n ua< imma ore mmpmte. Iq. All aewm mtwpb inatmlea anall be beaaetl me apm. pa me mcm Ilne aewm. 20. cat t ce here Halms anon De was m n w matruci`m~A bo, ;8 noun nonce Nall Da i t e Diatricl prior to lha start of ae <r mr to spin m loon m m< Alva, yr 9 r q 21. uvnnde cmunga Nall be atwnped sANITMr sENFA (Neman CvaWq R-Inz n, Evff Jortlan 102221 G5) and De self-aevling tyye. The caxting Ilvnge Nall pa 34 Inenea one me deer opening anvil De min. 20- O/I6 incnea. WatMignt cantinga Ndl De bdfdvwn Eat Jcrdvn 102RZ1Pi mtl abv atampetl SANITARY SEWER. zz. Toe mimmpm elope m me aewe Ma11 be: Size el Pipe MYlimum cma8uclea 9vpe 8-Inch 0.40x 10-into 018x 12--into o.z2z n-inm o.lsx le-mm o.IRz 23. The Cmbador anvil proNtle m sours sole of me dope of the sewer for each mannole ec[ion v nalrudlen prvgreaaene$uch m into Nall pe certl6¢tl py a Regiatmed Land Surw)or w Engnem and be owilade mNaib r« vbwrvativn by me DHtrid'a mwempr. up m re mm m.e, mannole npaon. can be eopnlaLletl m aawna ar vein meawrmmmfe. z4. In me event m. cmtractw eon not mint me minimam dppn. m. ne m leauan one any acne, anectee nwm nmona anon be ncrosnuctee to meet soon minimpmwampn. zs. Lotaaa o a m pa m.mllad wun a minimam a gauge trace. w e nom the wye co me termbps. uvon lineal ampleum me cml.oaar mr ue bapemq p.rnome win saline me wNe M1wn Nla tennbua tv me puildinq tleanat vtlbcen< tv !M1e bu0tling. suAtMARror wTFm wsru.uTloN REGUIREAa6Nrs t. An man, eanmpa, aa. a1W minacl m un Dbmae awnay..wmramm, wbW a0aend tom p,wba'p a ewer bwuw saD my Hanltllm caunh «IOp I«In same came al n. vlapemlin.. ooh m. wmi,y mr mooed m m. newer mom pm blast anNn WaniN.Iq,pBtl b/ 11p CMekf R. Na rdlydebl MONBIaAllmweb! mHa sKA pe ImaepnnMn b M ew.arleb,a mdetl vb ~,eNE boa DaNCfa emYYawBr. J. TMetlnry aMpM Rpm a4 WMgmPe veplk bask meY mhDeuW xY b MtrL uW a DtlatpmWm'I, petlo, AMU m perW driveway. M Iml b requl,M b eMn it e¢epleple Iorrsw. TM Popsly vxrcr Nel peer Ng aalplM bea,M. Tln Dbbtt kap.a«mw a Dino mr m. a..mdm. em a. Tin mwa « mnlnMn inn f oxy IRe Dbme otter m mw,ky as Amwa move w inn po abe4a ®, nr. m mMWmpn wT an pahkfeeweruuwalrerw.slM,bliAULLal a'vYbms1211wun m 4apemal aznlpMO qw Ns need l«Nel aYn.aPein Mls eMaeemndM b Mmo'vnDx9xbMmWb nepa epeabn paapT ,4s adeduletl kmpeMil, «md. meal i,.pam,, m.mmM be aslw w vein a ave. Tnb man a wa Pamn. inn. am. bbw w Inapecm. s. P,opmN]om,wn w m.M.eM.ee ham. Loamy eo.m dHwm,.pabn. nn opwem wtl mailnnme. aplwan uexgedlaWael lnpacl a1+Nna. TM GPaMY pams,ca wvAan in psl0et Wm vnlydn m a abkc ever, a aaPps m'.. apY MapslaWnd IpmpM daen)eM qea mnlpNtlY'nal urtlwn male,W «amre In a nbeM aenpery er• Rwe ¢nrzl W pprcpiele Gvunry Bw,a d HwM b paNm nbmuen ab b mph pas aepm,bnlatlb aparM a,wM1 R. A«epM1ple Pqe Melw.: PVC PIPE: SDR OS w SDR 26, ASTM D30S1, SIX INCH PIPE PVC PRESSURE MTED PIPE: SDR 21. ASTM D2241, 51%INCH PIPE RESTRAINED JOINT PVC PIPE (DIRECTIONAL DRILLS YebrtNm SRD 21, ASTM p2241, SIX INCH PIPE (um any per eppnwl ama Disaid Elgbeer) GASNEIED JOINTS: ASTM D3212 GASKETS: ASTM F4P FITTINGS: SOR 2fi w peMr (NO lema'a eAawaE) OIX:RLE IgON MECHANICAL LOURING WITH PROPER FITTINGS PRIVATE GRINDER PUMPS ACCEPTABLE PIPE MATERWL: HDPE DRta wim Compreasbn FMlbps, M¢Ma,kd, a Ebdmnrsed Jobb CLEAN OUFS TO BE LOGTED NO MDRE THAN THREE FEET FROM THE FOUNDATION ANO FOR OMVrtY IATEMLS NO MORE THAN 100 FEET MART (Nanw Sae Chen ON ONaib Type I ena Type 3 M mdtlde tlealwrl I,bWeBOn rpuiremelna). T. eeaamp: tn. Hanm a manes inn w rA.nea a norm m wegaa Humph n ama pwadJl nleb,lel Mm pe ama Hint n aNle+cekn' m tl mtlvadawwflw qw 8, tabnlsaM, De InWIM m Amer Nor 30 MtRwn webrwe4 uieb PVG pnavepaYFW Y oaf rlxmlrp sp1 Rt a,e ASTM Dun. urv wapn.d'nMUntlan rwAay pna.•• dw elm a Ie.Www am«mpba W nn obxl.,m un D'ulhY. mglnem paw m InaallaDm. 9. WMn etrmdlkn b made Dawwn 9Dx ]5 pipe urn {avun praM SDR 31 prys, aQNa kmpakaba,mNwNnl aaiaM andlMUaaa. to.lsiwala WA bmYreb wNAn 3 M1el d bas bib4q aloe W Mdtlba m Am p sbwe anmm Xo pluW ape NY y :al.lw a,ala. uHn AM d DAId,M waauan wwa et. rMamerw Wamnm m obma.e.wm. wW apeoAnnora mry De dadfl.e Rom Ins obmdammlw duMq dPn® Han d s pDe.m. ma:gD p. m. wearwwgn Furry. An wamaaam.m ~ D.boktlm a.w.e aroe n I.ep"AMv.dW.ay. Cory Tawnanip RepipnN Weae Dlamd twat Norm Cdlape surca a Inalenepola, Ind6ne 46280 Plan: Bu-92011 Fu: ana-9M13 1z. seppp emwnl.lnn ml a paagE an:n m. ndWyaewm awbm. 1]. Tha Dlatrld ahsll lnaryct ALL MYab. Reua wA M Oiatr4am a eM.T1W Rllwa pbrb mabgaKn N. Lonhacbn aNn Try a1 gaupwolld win Na aMn Nnpbl mNe label. Win le bGa deco] m by aM IaMN. Rp gapka inpdi WI molly pbmml d tln Was. AM'a,apmSm. Da'4p b m De damn m bp. 16. GII bekn ycu mp.IVPP91~w03ARbOM, 4n mss pbbQypkp. i s,.ru po~we + ~~•A •~°• SANITARY SEWER TRENCHING. O KENNING AND RAFXFlI I. DETAI ~a~ 4 ~~O L/-L cur ro\xsroP Ilawxw aASle pGIKKT ~~ SANITARY SExfJI 9EUDING AND Srlneidar OAC10'a.1, DEtAm M~p~wr xos.a u w ma an mnuuvx ma V°w ~q aue °'~,~ omau ~ oar »< ~Y.na- w~a'~CIFANOUT TYPE I mar lec.M ae.m.r. 9.arS AL'„+ mR lint nRal .Qb~~ Mot O ~~ [TAY NaN5111G WLIDMLL \A4r6 nLSIIN.T a~\M~ TYPE I CIEANOUf DEfAd r maw rsaemm~aamuu.mwa r~~ Y lwoul , aassaa.a. v. - ~O . \ Trs~a. a..wu. mnau mwrz u.ws m mmssvEm ~ ~' °.ama o a+cf,+ CONCRETE CAP DETAIL g ~-_M. ~oTi ~e ~-P° ``L \~ / f1AY ta1w16IIIP WGpNal \ASI'C 061MLT $/ ^~~ CONCRETE CAP OECAm Lay~l l^I~ 19Vf1 /v ~p tWJm A xo. fpTe96Sa mama 11-19-OB • ra1~ E 0.WL %x .w~ 11-19-OB 6th uL .® s~~~ flfra .off'.':: °w~c~M ....w. ~.......,., R GONCREIE CRADIE DETAIL +a oq..'iyF' out O ~~ LLT rowns~ Rs:wxa \AATe ammcT ~~ CONCNETf: CNAIILR pLTAIL xoleaaw."°~.r: a:a - ow.l ~ ~ n::~r",ro,o:~' ~,:y'm n rc .r. a.w \ e m uvu n)~-^'m°r°rw^'' q.EPNOUT TYPE 3 o• t O $ 1Oml ~~ . aMtn -/, a _ ~~ cwr mylaloP RFCwxu \uTE DBTxar ~,~~ TYYE D CLRANOVA DATML a~wAA; "Holey Maley' says, "DON'T DIG BLIND" H.~w,maaaarla,,ae.x 1-BOO 1-800 382554! ate-52ao awlam start uw ¢-eo-leal. 1T rNioNir ~c iK`impclvarYioipunau swxa 1M1 (]) egIFIH6 DAK BFSpS LCYNENOND KPN. CONTRACTOR TO VERIFY THE LOCATION AND SIZE OF ALL E%ISTING IJRLITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION ~ \ \ SITE 8~ UTILITY PLAN ~ ~ PART OF THE S.E. 1/4, SECTION 35, TOWNSHIP 18 \ \ NORTH, RANGE 3 EAST, CLAY TOWNSHIP, _ \ HAMILTON COUNTY, INDIANA Tc = 842.72 PARCEL NO: 16-09-35-00-01-035.002 ~UND~ r ~~J \ \ INV NW = 839.30 \ \ INV SE = 839.52 \ \ I ?6q. PK NAIL NOTES: ~ FOUND \ \ tO E%ISTNG OAB LINE TO SE RELOCATEp. \ \ ~ PROPOSED LOGTW10F gELOGTED U441WE. 5 \ \ \ \ JO PROPOSED WATER SERVICE t1NE PER CT'OF \ Q• GRMEL VTILRIEB STPNOA40 M'O SPECIFIGTICNS. . 646.36 \ ~ 'Obp \ ~ \ \\ \ Q,G O TEIECOMMUNIGTCN33ERNCE LINES TO RE \ \ C~RpNATED WITH RESPECTNE UTILITY SERVNZ \ PRONOERS. \ \ \ \ 0 TC = 844.63 © pppppgm ELECR11C 5ERJICF INV SW = 834.44 INV NW = 834.44 Q PROPoS9D GAS SERWCE cavHlc scuE \`s7 ~_ \ INV NE = 834.28 \ \ \ INV SE = 834.30 O pROPOSE06'AWINLT MULTIUSE PATH E%IENSION \ D lD zD w 6 d \ OS PNOPOSEO RETAINWG WNl SbIF:I'-2D' G 37 \ W J G m 32 \ ~ A` \ \ OS EXISTING IRNGTH3N CONJRM EWIPI.ENTT09E O ~ 8 4 \ \\ \ 0 C RESET OlR91DE OFNEW EMRANCE LL4E TO6E LOWERED \ ~ BELOW OISNRSED EARM UPON COMFLETON. 8. ®INIERCEPT EYJSTINO SANRMYSEWER LINEAT LOGTON .OV~1\ \ \~ \ OF BEND. RACE NEW MANXCIE AT THIS LOGTNk1AN0 o A C \ CONNECT BUILDING UTERN. TO NEW LWIHIXE. v .ps i A \ \ ~~ \ LEGEND A S 1(j 4'A. ~ \~` -~q~ \ -c--PROPoSEO UNOERGRIXINp 60.4 LINE C N V~ 93 -.-' PROPoSEO UNOERGRW NO WATER UNE \ INV N 634.6] 1 \ -m--RIOPoSED UNOERGRWNp TELEPHONE LINE \ \ -~,c--PROPoSEO UNDERGROUND ELECTRIC Z \u G C $S--PROPoSEDY9PNRARY SfWfR UTERK ~ ~ V .~7~~~ ~ Gl (SDR 3t PIPE WITH CLEANOIlI5 A35110WN) y~j 4~ (SEE SNEET20F 13 FOR E%ISTINO FEATURES p O \ \ LEOENOI °O \ / 0 \ ~U W 4 \ C 0 e o \ ~ Qi m =o 0 0 o m RI J W ~ o ~ ~ \ ~ \ TC 844.76 V NW= 841.44 1 Z \ ~7 s ~\ ~\ \~ \ \ p 03 ° O ~ Q 20155' MP o O 6 ACCESS EASEMENT e J O' I A ~; \ O o 0 9 •' O - T 1 m , ~ ~ - I rc . eazsa ~l INV 836.]8 _ \ \ _ '3I - - - y q 16 \ \\j\\ \ W a O ITV 9.652 G G \ p \ 15 V OF 1B' CP T - t" \ \ O 0.165 (PER CP ~ O ~ \ FlRESTIXIE PLA 5) J ~ ~~ \ ~7 7 O eS V O] W a ~ \ \, \ pSP~k,ENt O W ~' p P ° ° 1 ~ ~ ~ \ P ~ ~ \ 2 r- ~ ~ N 1 ~ p \ \~\~ ~ZG •~ ~ O o A zo' 1 zo' 20' 20' zo' zo'~ 20' ~ \ ~ uT 1 uT N !n 2~ - 40' 28' 0' 2 ' -~ - _ I ~~ II 5 °\o \\ J 1 1 ~f C s 1 11' ~~ ° n 1 +I 4OT O N 4 O I m ~ p Q 1 1 1 g~ 51 6 I <1 1 10 - 9H 9H 9H 9H j I 10 space lO0' 10' S2' 26' I ~ ' O I I p m y SS 1 <'CONCRETE WALK m ~ I ~' I,I ~ I I N 21.92' I 124.08. o v w I ° III I I o f 0 b ~ m ° I p Carmel E3cecutive Sudes ~ fl _ I = I III ~ II TC = 846.34 BIER Height45' o- 1 IINV 5 = 841.51 Three Story Ofltde Building o 20' I ~ I o TOtal: 31,050 sq ft ~J ~ ° I ~ III q m ~Flrst floor: 10,823 f 2JI Second floor:9,59T ~p O F I ' I I i L, I SEE NOTE BELOW N F 8" TREE Third floor. 10,636 0 0 25' j 10.00' 1 I Parking: 31,050 sq ft / 1 per 250 = 125 spaces required f = 1 2' I ' 126 spaces provided ~_ n 2B. 20' I~ I I ~ LANDSCAPE AR A N ~` ~ /~\ 146.00' G I G °I c I TC = 942.5] 133 ,~ I I INV 5 - Ba0.B9 L-e~- ~ VE V \- ~ 313.45' w SnW w~=w v v rm..m.r w ~ I I I 24.t ~ B'OOUCIIL IRON PIPE I n 89°43'38" W (D & P) 338.52' s 6 1~ f~ II -_ q-( q PRESSURE CIAS5350 r 6 ~%4n ~C6RC~ SCHNEIDER CAPPED s POST W~ "X'I I ER~`uui~D i II I I I REBAR FOUND LOT 1 MERIDIAN TECHNOLOGY CENTER I STRATEGIC MARKETING AND RESEARCH FOUND (TYPE m I ~ ' I I nOTE: FYJ311NO TREE ANO UNOSCW E ME TO BE REMOVEDANO REPLACED PFA TIE PROPoSED IANOSPACE PLAN UDLIDE9 Joni, Omq cn,lol, snwpma Cormtl CItY Utlltb Vmbn Enr9Y „IiD illlly ]60 11iIrE Avenue $W N[geeNla~'IN~w~1 ,I JCO E ~ e ~ s" um,., IN aep]1 p'siry~ 9 41 Em°I 1 °.m.u°a°. Emom =•m ~ ° No. ° .~ _ °q Pnmr (]n) 9n 9an .zsl P6mr (]I])°ne ss]s // /// Fo. pn) sJl z6.z Fo, (3n) ne sss] L5205000171 xa smmau ~ Fo. (an) eve ins R.rzv - anre6r Jo.m KMmm ••NIOIe Pkne m,IM 6e mole .lo ums.•" wgnmm.. xet.mee n-19-o6 '-~9 "OD'"' °`'~) '-'_'iP' n-I9-O9 ]o]p Roo..wt A..°°. RW° Honmw u Y LS]SW fBE'• "'O~ ~jV ;"`\` 6L1F~ A E Inelmaptlla W a6116 POy TomNip Rybnp Woete pletrkt rvn ~~ Emoq: plmylNtBmue.cyp 1pJD1 NorN CWaq. A Sulb A au mm Pnm. (3n) 63z-apn .z9t malmopmle, w wzeo-iose JD HALL LAND SURVEYING `°' ("') 6"-"" ~~'er(~~>"i a«= ~ °"° snm•Y Hmtm Fo.: pn) eu-szp] OFFICE; ~'O' JDN WYe EneryY ' p3BOULDEq COURT CMK JON PAm OFTHE 3.E. WARTER OF 15055w11,PmE prlw Ammea Fdey. Strom wore AemFlrtratm ~ O ' CMMEL INOIAIU ECTION }4,TONNSHIP IS NORTH. WntxelE, w w0]a C°rmM Englnarlnq Dept ,~~~ GTE: 161509 RANf.ES EAST Emal: Mi.l•rti•°I.+sfn«•..er°. m. On. CINC Syme IeIN Pomc (]IJ) 898-6J11 Cormtl. iN a60]1 Po.]9896fi5B. FB: t/6t Fav: (31]) 896-6JIR Em°ic old.MCmm.1u..°w .J PM1.31I36G1695 FIELDWORK: CUT TOWNSHIP Pocne:(JI])5]t-10p Q \ Fee']t]-Pl]I81 16~3 HAMILTON COUNTY, INOMM w n..e rcerow,mv qv Foe (]IJ) 3J1-2w9 i v ~\ ~ 1 \ \L~1~ J~ , i ~ a ~ 4..xJr ~~Ln's Yo ~~}~ Ipri •.r; ~1 .•y I ;~.5 \.. + r ' ~`~:; ~ ` II ~ I ~ ~~ ~~ S~ ~~ .i171'i .~ ~_ Q Y ~ ~ rll (:j~~4 PiY 14Alir~'i ~ / .. r' . ; , ~, 1~ ~r~ ; . Il (G it ~ ;; ~I,i li,"~~"~~~ ~~ ~' Q~~~ ~~ ~~.\ \~I'OSE:OFFILE 8111 I 6P NO FAGO [](~ ~~j p~(~ I~n~^ M\ I~..~l ~~~sw ,'~Tt~~l ~~ U1~""~:f ~I li'I~j'k.l +iiW~~ :~„..SIESrr~l l' (ip, .~41 ~,. ~ ~ A w•`u~ 1, . ;y , (j~ ~ ~- ~ ~/` - - ti ~\\ \.,\` .. pQqJ ' s ~ ~' ~ f $IF ~ ~ O l_.n_ ~ `~ ~ O 'v 4 L I _ ~ ~ ~ ~ ~ ~ ~ r O~ ~ \. > t _ i,~ a ~ ~ ~ ~ ,J ~ a O t ~ ~ w II. _ r ~I O ' ~ ~~ I I ~ .. I ~ i , ~ ~ 1 1 ~ ~ 1 ¢ ~:1 ~. {I OL ~gg ~c I~ I t` Y~ rl\~ +y~al \ y~ xi r'.~c ~ ta.~i I 1 ~ I I I 1 \\ ~ . 1 ,.~J O ~ 1 r. 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', I`cl _.~~. 1 ~,.}, ,~~ TJ ~U ~ t•' q. - . 4, < • - r IrrJ 11 ~ ,~ q p Co\ . ~I~ ~ •~l (.x mrc~~~~f/II •I, i I (~^ CS£+3 ~} ~~1 .y ~ i _. ...!/i. r' a(~F'irf I II(i fli Ir x.;.. ~ \ ., ~ ~ P ._ 11 I~ I~ Y ~I i . ~3yLy pYt r LY1J 1 I \ E r 0~1~~ I l+t 177TR STREET SO;RNV _ _ I ~ ~ ' '. -. ~- - ' " J ~.3.._ .. ' i 4 ' ~ "`rare ~ I t ~.~,~ j LOCATION MAP PART OF THE S.E. //4, SECTION 33, TOWNSHIP 19 NORTH, RANGE 3 EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA PARCEL NO: 16-09-35-00-07-035.002 JD NALL LAND SURVEYING 0 1~ .~ ® S Clp efCYmN WAb VXIhy A,, m.. E l x ., ~. m., ~ Y x"1. x I. wx.N..:4.xbamx.w.~~3W. ..,..X.. W..«.,T.,. m..b®.xN I.b.w.E.. ~ntlq ~w~nP..~: TOb:mlm.i.r,...m.:.,m.® .Ywxw.,ww..x.e. mm...x~ew" m.~u.nw=w.~wm m,.. vm.m~ 1> sx.ubxwx,lar.Y Y.X I s.,.Y uu® A RlprfamlMfPxNm6Yb xNawa.ivb.. ~W mg ha.ntm,fiu svf4 M.NPwe ®f:mA~~ - Wmattd. Y vp.IWNh M1sM®vl hbuYtlp~ s sX~x.lhr®rm.e. aaw.Naun, e~m. b~ummwo Nw, Uk~mwy (CSm.l4rsP=.wxw AT.~ YIIb0.wx~n Bem%wYUNxbm1( Ymmv l'Im • me.R mubuNarrx. 3. MWYI16¢S.Ebs6~lOMgly. . vY..r.a S.oblmTwa~xl"aw xwwab f. TslCp e. Pn b4 SYIIblroalxy Hq ueppe Nw, II.CW b.s 4.Yb Veup Ty4 31 Ty1wPa.: suee 9rvr.A®eslfM ,v4r+dTwai 1 xxNa. mb w3.'m 4oY b awl. N.TY~ RqW tl.mP+IPO141 A.IIn igmE 3upnw TVC.l1/SmmJ3in le WnxYwrxeq n3N.il b I~inkry, Wl,lrtx WNe,tl¢I VxM1 Jrwe x0 mlup"I W W. YaN9hv.PW ICM.MWb. IAIVPI. Wli AOhmoIN~N. v;l®,.yY1G¢ IMUb W P P-IP14 tvm.lslm.wm Ib lina3amb [-Cqw. C~®r~o. nn wx.r xlb wa KSea mwlewmexl,ll IS..I.i.,x.w...se.ue.v.xl~aw.vwl~x.e.~im a.u l.N~x~.:w. 4 NOI[PMSSN bmlbwmtlwmrmjaeiryma 1'MYa.. . ~ 1 M' A T Im .Y r P bRe LLe.e If.nYIMYC4bc 9.Y h Wltbdml4id. wP~r.v mw -~ ' r vmeu. ow.. u.. i `" . ~.K 1 wAv ~3....,, ~ _~- w_ y~ r~~ twn nLl w ao.:.a ..mono rr sw a s•r a'.~m. .P.ot..w n..~:.e e'q ' az~ ,rcs ..v> n. a [v.. Iu Aenbr v~2F: SLin 43S^w~a b.. as CONSTRUCTION DETAILS PART OF THE S.E. 1/4, SECTION 35, TOWNSHIP 18 NORTH, RANGE 3 EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA PARCEL NO: 16-09-35-00-01-035.002 6' ~~\I65//SYD 15~ HYA BINMINVOS (9.SAIN) dlpQ\\~ jD5//STD ~45;,HYA BIIDYINUO$ (190YY) ON~ 550//SYO 5' COMPACTED /53x OPI COMPA lE AV MULTIUSE PATH N.T.S. . ..~~. EXPANSION JOINT DETAIL NO SCAI£ Ve'-I Vn'rcm sneEn wsx rem SlxPncE ax rooLEO AXxT rnm aaxT Snlm z / LalOtElE SABJ CONTRACTION JOINT NO SCALE (I lJ % Po",inn 'vx~ wb:! I r. o' _ ac. ~a _~ $~ ,_1 uP. { I,de 1. 4 9 a^ IL_4 d~ NAT! ti-K Sle Xn 9 I .. w,m,u,.~ ow - I ywnn ':ia5a.~v:.un n~av ~«. Cltt OE CA'n 1dEL M RRC HYDRANT ' STPNGARC DETAI!5 ASSEhIE!Y .. w~. a I° ....>_ I Cr~L~ F ._. '~~y _._ - : T:-r~~~ r-",~ ~r- . 6 . t0/10 wwf. NOTE: PLACE A CONTRAC90N _ _ JOINT O 6' O.C. Vd1H EVERT ~e. STI JdNi INSTALL AN EXPANSION JgNT. COMBINED CURB & WALK DETAIL xNT To scn~ Finished Grode ALTERNATE PAVEMENT SECTION N.T.S. PAVEMENT SECTION N.T.S. AINi TYP_ HANDICAP PARKING SYMBOL DETAIL NoT TD sDAlc PRO 2-M3 RE-BAR fi'-B" LONG of 1 T PRONDE Y5 REBARS 1'-6~ LONC IN 5/8'? CAST HOLES PRECAST CONCRETE PARKING BAR NOT TO SCALE 2 Pr NOrz/e SCAI F~ None FIRE DEPRRTMENT CONPJECTION (FDCJ VfFICE OF TIIE IIAyILiOx CV I:NTY SL'xV1:YOH ~~1 -..-...-~i.-.'.. ~ / ...-. a. --~- ' o~ "j ~.-_-. I r._. I_._. I I I (I 4- L" r m9kNP~° pJJ +! ~FHyIF =_c.Wv- HAM11.1'VN"COV VTY SVHV6TOH'SPOPFICE`~ Y.nNIIOLE OLIO LN Cn9fIMC ~. m.' ~~C f r.rCT of r, nwo. am.,.u ox xort: w cwmwlwuo uxv w. Tor wwru TO a .r newP nxsx cxrac. TYPICAL MODULAR WALL SECTION N T.S. I ~OOOOC _ LO t~ . ^tl n-IB-De W~ AS SPEtl11CD -l I I~~1 ~~.E~~•E 1., CT-6 INLET TYPE "A" (MODIFIED) (12" TO 18" PIPES)