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Home My WebLink AboutElevations - :!! : o ~ t III a f ...... III o ~ ;: ! :5 PROJECT -.::...l~ LOCATION __ " :::::J 1 ] D 1 .. 465 ~ LOCATION M NO SCALE DATE OF SUBMISSION: 06-17-05 REVISED: SOURCE OF TITLE: ~1 '~~\ RECf/ill,)' ~~\ It" Cl/ \. . --J v L~4J - \-." '.. . t, }~~ I.~'" ~CS /:::,- NING- ENGINEERING 698 TOWER ROAD,. SUITE #700 PLAINFIELD,. IN 46768 BUS. (377) 839-2587,. FAX (377) 838-9777 E-MAIL banning@banning-eng.com CONTACT: LANCE G. FERRELL CERTIFIED BY: ~ - DEVELOPER & PROPERTY OWNEIt JB COHEN 210 EAST 91 sf STREET, SUITE A INDIANAPOLIS, INDIANA 46240 PHONE: 317-844-4467 FAX: 317-844-4527 CONTACT: JEFFERY B. COHEN '$ ~ (~ ~ COR P COHEN REALTY ~ =J "PRIMARY PLATII LAUREL RIDGE RESIDENTIAL SUBDIVISION CONTAINING 47.1 AC +/_ NW 1/4, SEC. 10- T17N-R3E CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA PROJECT ADDRESS: 10479 DITCH ROAD, CARMEL, INDIANA 46032 DOCKET NO. _ _ SHEET INDEX DESCRIPTION 10 ~ ~ MISCElLANEOUS DETAILS 11 12 13 b) 106th Street COMMON AREA - ~ ~ ~ I :::i ~ OP] r: SHEET NO ! 2 3 r'" .~. 'f::v> "1 I. '......... r:' ~ON ...~.\\ '.!.-- \:.. -:: ..:..:. ":) r : ~~1~~ j t ~ --' C> ~ 4 " - - ~/./ '\ _., ~ fit _ '-.,~J r~ ~ STREET NAME CHART STREET NAME - l STREET lENGTIi l1RELlUDGEDRWE 651' UREL.RlDGE COURT m C ifm - "6B3" r 25 MPH DESIGN SPEED' REVISIONS DESCRIPTION ~ II " ca Ii .c u .. is ~ UGEND S STOP SIGN ~ STREET NAME SIGN ~ ~ SPEED LIMIT SIGN DATE - PROJECT LOCATION V INITV MAP i NO SCALE r HOlEY AIOlEY S4ts "DIG SAFELY" A..._......,~_ ~ ~~~~~~DG ~~~ ~ I ~~-=- ...\PW_Temp\dms12591\04151pre1.dgn 61141200510:44:26 AM - WATER VEOiJAWATER INDIANAPOUS 1220 Wat/!Jfway Boulevard P.O. Box 1220 IndIanapolis, Indiana 46206 317-263-6309 Mark Shockley STREETS TELEPHONE FroJJLTrn sac HIGHWAY DEPARTMENT 5858 North College Avenue 1770 South 10th Street Indianapolis Indiana 46220 ~f=~~dlana 46060 317-972-9700 Steve Broemann Jeremy Pendelton STORM ARE DEPARTMENT HAMILIONWUNIY (;ARMEL/CLAY IOWNSHIP DRAINAGE BOARD FIRE DEPARTMENT One Hamiton ~ Square. Suite 188 Fire Headquarters, Station 41 Noblesvllle. Indiana 46060 2 Civic Square (317) 776-8495 Carmel,lndiana-46032 317-571-2600 OPERATING AUTHORITIES CABLE TElEVISION HHluHI HO~t:: NEIWOF 516 East Carmel Drive Carmel. Indiana 46032 317-972-9700 GAS VECTREN - P.O. Box 1700 NobIesviIIe. Indiana 46060 317-776-5573 Jim Scott ElECTRIC CINERGY / PSI 1441 South Guilford Road Carmel, Indiana 46032 317-776-5347 Rick McClain SANITARY CLAY TOWNSHIP REGIONAL WASTE DISTRICT 10701 NorTh College Avenue, Suite A Indianapolis. Indiana 48240 Jav W. Alley SCHOOL DISTRICT liAHMt:L / CLAY ~CHOOL.S 5201 East 131st Street Carmel, Indiana 46033 Ron Farrand I _DATE:_ Scale: 1". 100' ~ 06-17-05 PRIMARY PLAT LAUREL RIDGE CLAY TOWNSHIP CARMEL, INDIANA SJH Checked: Drawn: Date Designed: LGf ~visions ~m. ~ s "TI ;:n r- 8 ~ ~ '/ ,~ ; ,.~ -~";.- l,~~ ! ~~( -~ ,\~ ~ tJ ~);::;p~ ~~==;~~~~~~=" _ ~'- ' . ~t~2~2:~ I ''''---'! -, (~\I hi. ,\-~ \, ~ U.....~. , I"l " ~I~~ ~...-k', ~,., () lOr .......... ," 0'" l , I H, I I ~ ~ \ l"\~~", ,0 ( / ',(}"-':_~ ',~ Cl~~ ...-.". )IJ/lic) \ ! ~ I '\ ~~ \ r- . t!t - OJ (' / '---.~.. 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NI 38 A lNO 111M HJl:IV3 :10 30NVffi:jnl.SIO t 10 t Mf 9O:Z~:O~ SOOZl~~19 u5p'EElJd~s~ ~O\J6SZ~swp\dwer Md\'" I I ~1~1~ o~~ 200' NWCORNER. NW1# 5ft~ 100" FOUND PROPOSED ROUNDABOUT PER FIRST GROUP ENGINEERING IJ'") .. ~I ~ (1);-..0 "5 ~ en 0 I ;hli 1! o c ~ o L... . . t.:) "t)-J CD C t o c.-/ MAY BE REQUIRED TO ALL Tfns AREA FOR DR~AY. t' ,/ / / . Lor>> ill ~I~~ lH -- fil ::s ~~ () .-&c::.' flOOD FRINGE PER FIRM MAPS 18057C0208f & 18057C0216F DATED FEB. 19, 2003 flOOD WAY PER ARM MAPS 18057C0208F & 18057C0216F DATED FEB. 19, 2003 ~,. ( 0.<( _2 ~W:c<( ..J(!JC/)Q a..OZZ >- a: :s: -_ a:...JO-l <(W.....W :Ea:~~ -=>::50: If::5o(3 /' LOT3f .-:"~~'''''''..:'''''''''''' :~":;. J ".-. ............."'^ ..~ 0 () 1 1ItHAAs. MAlRER '~ t'.wE1c MV8l '~7f!- ~"r: ~ ~ 9 1.4AC.+i- flOOD FRINGE PER FIRM MAPS 18057C0208F & 18057C0216F DATED FEB. 19,2003 l ~ E: c ja c '"tJ ~ '-"., ~ ~ t: ,... V 11: 0;) t 22 ~ ~ ~ ~ ~\Oto- r:e S 't (2 ,S SWJ tI) ~ ~~ d~~.a ~~ ~.... ,~ B 0 dlO ~ .., C( ~ It') ,S ~ ~~C'i t: lJ1 ~~~ ~ ~""~..Q E~~~ to-.... CJ:) ~~ 0'} \,;.< \0 ~I ::)lJJ CO LAND DESCR.Pf.ON That por1Ion of 1he Ncxthwest Quarter of SectIon 10. Township 17 North, Range 3 East of the Second PrtnclpaI Merkftan, Clay Township, Hamilton County, Indiana. described as follows: fLOODPLAIN NOTE THIS PROJECT LIES IN ZONE X (AREAS DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PlAIN) AND ZONE AE ( BASE flOOD ELEVATIONS DETERMINED) PER FIRM MAP 18057C 0208 F, DATED FEBURARV 19, 2003 AN) ARM MAP 18057C 0216 F, DATED FEBURARY 19, 2003 PRIVATE STREET STATEMENT JB COHEN REALTY CORP. AND fIN( AND ALL SUCCESSORS AND ASSIGNS HEREBY WANE ALL RIGHTS TO PETITION THE HAMLTON COUNTY HIGHWAY DEPARTMENT. THE HAMIlTON COUNlY BOARD OF COMMISSIONERS, OR HAMILTON COUNTY, OR THE SUCCESSOR UNIT OF GOVERNMENT TO BE RESPONSIBlE FOR THE MAINTENANCE OF THE fNGRESSIEGRESS EASEMENT, OR TO HAVE TIE EASEMENT CONSIDERED A PUBLIC ROAD NECESSITATING MAINTENA.NCE BY fIN( UNIT OF GOVERNMENT. Project No: 04151 Sheet No: 2 of3 HOLEY ftIOLE'I SOOWS -DIG SAFelY" ~ " ' 0....... ....... C"LU~mliJA""DC E;~~ LEGEND EXlmHG --st----st- STORM SEWER _5_5- SANITARYSEWER _e-e- WATERLINE -1-1- FENCE LINE __- OVERHEAD UTtLmES - TELEPHONE LINE 1:1 STORM MANHOlE :K I/) STORM INlETS 1:1 SANITARY MANHOlES . UTIU1Y POlES o TREE TREE LINE BEGINNING at a Harrison Monument found at the norlhw8st comer of said Northwest Quarter; Ihence South 00 degrees 16 minutes 20 seconds West along the west line thereof 2068.40 feet to a mag nail with -sANNING ENG FIRM #0060" cap (herein referred to a -mag naIj set at the southwest comer of the land of Falnneadow Fanns, Inc. as described In Instrument Number 9301106 In 0ftIc8 of the Recorder of said county; thence Nof1h 89 degrees 57 minut&$ 46 seoonds East along the south line of said land and the nOffh fine of Lot 26 per 1he plat of Laurelwood, a subdivision In Hamilton County, indiana as described In Instrument Number 8911586 In Plat CabInet 1, SIde 28 In said oounty reoon:fs 992.66 feet to a % Inch rebarwfth "MSE" cap bmd at the southwest comer of Lot 1:1 In said subdMslon: 1hence North 00 degrees 16 minutes 41 seconds East along the west Bne of said subdIYIsion 2066.86 feet to a mag naB set on the north Ine of said Nor1hwest Quarter, thence North 89 degrees 56 minutes 54 seconds West along said nor1h Hne 992.87 feet to the POINT Of BEGINNING, contaInfng 47.122 acres, 1'1101'8 or less. BENCHMARK A STANDARD DISK. STAMPED Q 79 1946, ELEVATION 848.03 (NAVO 88) ABOUT 3.5 MILE SOUTH ALONG THE CHICAGO, INDIANAPOUS AND LOUiSVIllE RAILWAY FROM THE STATlON AT CARMEl. THENCE 2.95 MIlES WEST ALONG THE HAMILTON-MARION COUNlY ROAD. IN THE CENTER OF THE TOP OF THE NORTH HEADWALL OF A 3-FOOT CONCRETE BOX CUlVERT, 11 FEET NORTH OF THE CENTER LINE OF THE ROAD AND ABOUT 0.5 FOOT ABOVE ROAD LEVEL WHERE tNGRESSJEGRESS EASEMENTS ARE SHOWN ON THIS PlAT, THOSE LOT OWNERS ABUTTING SUCH EASEMENTS SHALl OWN EQUALAND UNDIVIDED INTEREST IN SUCH EASEMENTS AS TENANTS IN COMMON. AND IT SHALL BE THE OBlIGATION OF EACH OWNER IN COMMON WITH THE OTHER LOT Q'NNERS ABUTTING SUCH A STREET TO CONTRIBUTE AN EQUAL SHARE OF THE COST OF THE MAINTENANCE Of SUCH STREETS. WHERE A MAJORITY OF LOT OWNERS SERVED BY A PRIVATE STREET ELECT 10 REPAIR THE PRIVATE STREET LOCATED IN THE EASEMENT AND ONE OR MORE LOT OWNERS FAIL TO PAY THEIR ALlOCABlE SHARE OF SUCH REPAIR. ntEN THE OWNERS PAYING SUCH COST MAY FlLEA LIEN FOR THE REASONA.BLE VALUE Of THE LABOR PERFORMED AND MATERIALS FURNISHED AS PRESCRIBED BY THE LIEN LAWS OF THE STATE OF INDIANA AGAINST AH'( SUCH LOT AND THE OWNER THEREOF AND RECOVER THE FUUASSESSMENT OWED TOGETHER WITH INTEREST FROM DUE DATE AND REASONABlE AlTORNEY"S FEES. THE PRIVATE EASEMENT MAY CONTAIN UTlLmES TO SERVE SAID LOTS. ALL PRIVATE STREET EASEMENTS SHAll BE A UTILIlY EASEMENT. DELTA 40-=s:r.i6- ~ 1!r31'04- ~ 1r40'03" 9O~00" CHORD 139.6i" 175.21' 169.50' 70.26' 61.43' 176.18' CURVE DATA CURVE NO. I RADIUS TANGENT LENGTH ~ 200.00' 74.50' 142.64' ~ 300.00' 91.60' 1n.8O' ~ 500.00' 86.00' 170.32' ~ 200.00' 35.68' 70.62' C5 200.00' 31.08' 61.6T C6 125.00' 125.00' 196.35' SITE CONSTRUCTION SEQUENCE A. INSTALL CONSTRUCTION ENTRANCE AlONG THE PROPOSED ENTRANCe. B. STAAT MASS EARTHWORK. LAKE CONSTRUCTION FOLLOWED BY EROSION CONTROL C. INSTAll AND CONNECT ALL INFRASTRUCTURE. D. MAINTAIN EROSION CONTROl. PROPOSED STORM SEWER SANITARY SEWER WATER MAIN . flOWlINE . SANITARY MANHOlE o STORM MANHOLE G STORM INLET f;1 FIRE HYDRANT ~ <<i. & PROfIlE GRADE --..!!- :r ROlL CURB SlOPE~ FOOT MtN. ~ACEDRAIN PER CITY OF CARMa. SPECIFICATIONS BOTH SlOES OF ROAD. TYPICAL STREET SECTlON NO SCAlE 50' RIW :r ROll CURB SlOPE ~ FOOTMIN. ~..---..."'. ~ ~. ,A, SURf AC ~ H,A, BINDER 0. STONE BASE (MIN,) COMPACTED OR )IS TURBED SOIL LOCAL STREET PAVEMENT SECTION ~: .A. SURfACE ;0 H,A. BINDER ~ STONE BAS (MIN.) COMPACTED OR )ISTURBEO SOIL 106th STIEn & DITCH ROAD PAVEMENT SECTION GENERAL NOTES 1. ALL SANITARY sewER SHAll BE 8" PVC UNLESS NOTED OTHERWISE. 2. WATER MAIN THRU TI-lE SUBDMSION TO BE 8" PVC. 3. PRIVATE STREET TO BE 30' IN wtDTH AND HAVE A 50' INGRESS EGRESS EASEMENT. 4. ALL LOTS TO 10' SIDEYARO SETBACK AND 20' REAR YARD SETBACK. 5. S.O,S. TYPE ACCESS DEV1CES SHALl BE INSTAllED AT THE GATE WI A BATTERY BACKUP. 6. BLUE REflECTORS TO BE PLACE IN THE STREET PERPENDICULAR TO FIRE HYDRANTS, TO ALLOW FIRE DEPARTMENT TO MORE EASILY LOCATE HYDRANTS DURING AN EMERGENCY. (\ 1;) t: ~ 'C C; J , t ,J \)J (; \' .,i ,- ~ , 'I> " 1" , C r Cf ~\ ffi (' (\ t 1- :3 ~' f \\ ~ r r- I \ v C::