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HomeMy WebLinkAboutPrimary Plat_ /1 LOCATION MAP SCAM 1'= 1/2 MILE i PROJECT LC CITY OF CAI -M—TON I AREA LOCATION MAP: STATE OF INDIANA SCALE NONE DEVELOPMENT STANDARDS ZONING: EXISTING Si PROPOSED-COPPERLEAF PUD 'i MIN. LOTWIDTHATBUILDINGLINE 80, MIN.LOTWIDTHATRIGHT-OF-WAY 40' MIN. FRONT YARD SETBACK 25' MIN. REAR YARD SETBACK 25' MIN. SIDE YARD SETBACK 4' MIN. SIDE YARD AGGREGATE 19' MIN. SEPARATION BETWEEN DWELLINGS 10' MIN. LOTAREA 10,400 SF MAX. LOT COVERAGE 50% MAX. BUILDING HEIGHT 45' MIN. GROUND FLOOR AREA One story: 2,400 SF min. Two story: 1,300 SF min, (Aggregate 2,700 SF min) .� DESIGN DATA DESIGN SPEED - 25MPH COPPERLEAF BLVD =259' (ENTRANCE) WINSTON DR. - 982' COPPERLEAF BLVD-1,047' FLOOD HAZARD STATEMENT: THE ACCURACY OF ANY FLOOD HAZARD DATA SHOWN ON THIS REPORT IS SUBJECT TO MAP SCALE UNCERTAINTY AND TO ANY OTHER UNCERTAINTY IN LOCATION OR ELEVATION ON THE REFERENCED FLOOD INSURANCE RATE MAP. THE WITHIN DESCRIBED TRACT OF LAND UES WITHIN FLOOD HAZARD ZONE X (UNSHADED) AS SAID TRACT PLOTS BY SCALE ON COMMUNITY PANEL NUMBER I8057CO205C OF THE FLOOD INSURANCE RATE MAP FOR HAMILTON COUNTY, INDIANA (MAP EFFECTIVE DATE NOVEMBER 19, 2014). COPPERLEAF PRIMARY PLAT PULTE HOMES OF INDIANA, LLC DOCKET NO. 17110014 Z: PUD REZONE (with Primary Plat) CURRENTZONING: Sl PROPOSED ZONING DISTRICT: COPPERLEAF PUD ORDINANCE Z- TOTAL SITE DISTURBANCE =19.2 AC DEVELOPER: PULTE HOMES of INDIANA, LLC 11590 N. MERIDIAN ST., SUITE 530 CARNML, INDIANA 46032 (317)575-2350 CONTACT: DAVID COMPTON David.Compton@PulteGroup.com CIVIL ENGINEER: SURVEYOR: HWC ENGINEERING HWC ENGINEERING 135 N. PENNSYLVANIA ST., SUITE 2800 135 N. PENNSYLVANIA ST., SUITE 2800 INDIANAPOLIS, IN 46204 INDIANAPOLIS, IN 46204 (317) 347-3663 (317)347-3663 bburke@hwcengineering.com Ijahn@hwcengineering.com BELIEWOO FINLAY TIER FINLAY GRIER HOFKgOWNERW D350C. � I I� HEME,a WOD ERASSOC. a pq ®SOILS MAP SOILS LEGEND NOT TO SCALE Br BROOKSfON SILTY CLAY LOAM Cok CRDSBY SILT LOAM, 0 TO 3 PERCENT SLOPES Nm82 WIWI SR.T LOAM, 2 TO 6 PERCENT SLOPES, ERODED SHEET( LIST TABLE Sheet Title Sheet Description C1.0 COVER CLl-C1.2 PRIMARY PLAT C1.3-CIA EROSION CONTROL PLAN CL5 OPEN SPACE PLAN o COPPERLEAFLAND DESCRIPTION 1 Part of the Soulhwwt Quarter of Section 30. Township 18 North, Range 3 East of the Second Principal Meridian, Clay Township, Hamillan County, Indiana, more particularly described as follows: AU TIN OAKS Commencing at the —Um" comer of said Southwest Quarter, thence South 00 degrees 08 minutes 31 swrds HOMEOWNERS West (basis of bearings is grid North per Indiana State Plane Coordinate System - East Zane, NAD83(2011a ) EPOCH ASSOCIATION 2 2010.0000) along the west line of said Southwest Quarter a distance of 20.00 feet to the south right-af-nay of W. 131st Street as described in Instrument Number 200200939095 in the Office of the Recorder of Hamilton JOSEPH R. KITIERMAN, TRUSTEE County, Indiana, and the POINT OF BEGINNING; thence doing said south right -of -nay the following three (3) THE JOSEPH R. KITTFRMAN UMNG TRUST es (I) thence South 89 degrees 30 minutes 59 seconds East parallel with the north line of said Southwest O Quarter a distance of 300.00 feel; (2) thence North 86 degrees 19 minutes 26 seconds East 165.44 feet; (3) thence South 89 degrees 30 minutes 59 seconds East 352.86 feet; thence South 00 degrees 33 minutes 29 seconds East 336.56 feet; thence continuing South 00 degrees 33 said R 29 seconds East hence feet 8 the north lineof a bract described in Instrument Number 2012081082 In said Retarders Office; (hence South 89 degrees 59 minutes 05 seconds West along the north Ire of said tract a distance of 832.41 feet to the west line of said Southwest Quarter, thence North 00 degrees OB minutes 31 seoowle East ulmg said west line a distance ll ll 27 of 850.86 feet; thence continuing North 00 degrees 08 minutes 31 seconds East along said west line a distance U4 1 O J 1 Z of 330.07 feel to the POINT OF BEGINNING, containing 22425 acres, more or less. C C] 26 F 14 q > a ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF-WAY SHALL CONFORM TO THE ARK G. HALVORSEN & ARGARET 0. HALVORSEN �i Q " 25 REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE -CONSTRUCTION MEETING TO REVIEW THE DEPARTMENTS CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED 8 15 py a 24 INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO RENEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY. w JOSEPH M. SZWED & v COPPERLEAF AMY L SZWEI 3 1 6 23 JAMES T. VOLPERT & ANGETA L GOODWIN-VOLPERT 41.307w= OPEN SPACE =9.26 Ac. TOTAL ACREAGE = 22.42 Ac, DENSIYY = 2229 Ac. =I.29 LOTS/Ac. SARA WAXBERG 4 22 PHASING: ONE PHASE JERKY L RUSHTON & EUZA�ETH B. RUSHTON I 5 UTILrFY CONTACT ORMATION: �ILIrIEL 7 21 SANITARY: ELECTRIC: ENGINEERING DEPT. CAS: _ CLAY TOWNSHIP REGIONAL WASTE DISTRICT DUKE ENERGY STOELVI YVATER Aol Unl VECTIR ENERGY iW01 N. COLLEGE SUITE q IOU SOUTH MILL LROX RD ONE SQUARE ISi FLIT., I60OU AWSONNUE R60 IN 628 NOUIES6r- IN 46062 EL I IN 46317 NOBLES ILLE,DARK'. Ll RYAIIIOIANHART$ 17-80 HARINAN: 4-9200 JOHN THIN 3 7-776 THOMma Argo571-2441 JDANIE C1AR1C: 317-776-5532 DAVID RICH & MONA RICH rpn.horlmm0abwd.org nrm. d.org jesalooRertF9lmdLhe-mrgymm IUanasOamnel.fi.ga" )dak44wcbensrn ndc..h-53fi5 pho 7 17 ,�-1 20 EL EKING f+. CARMEL CRY URUDES DEPARTMENT HAM�ILTON COUNTY SURVETOR'S OFFICE DEPARTMENT: 30 W. MMN ST.. MITE 220 1 HAMILTON MSC. SITE 185, ONE qWC SQUARE, 1ST FIR, 1 CARMEL, IN 46032 JOHN DU F7: 317-571-2443 NOBLESMLLE IN 46060 CARMEL IN 46032 CREC HOPES 317-778-8415 317-571-2441 AU$PN OARS 19 }hffyo—I.h.go" 9mg.hoyeawhomitmamnty.tn.gu" ,HOMEOWNERSL_jate', ASSOCIATION CABLE: SPECTRUM 030 3030 R00S-VFLT AVE, SURVEYOR: (Austin Oaks) TELEPHONE: XISHUN ZHANG & NDIANAPOU$ IN 46218 BOONE COUNTY SIRYEYOWS OFFICE CARMEL AT&T ENGINEER JAPING YUE SITE MAP JASON MMMAN: 317-632-9077 jcsm.UrhmmOdlartr.00m J.O. TRUEBLOOD: 317-713-3899 116 W WA99NGTON ST 240 N. MERID! ST. IEBANON, IN 45052 INDIANAPOLIS. IN 46204 KEN HEDGE 76`r/5J-4444 BRIAN ABITE: 317-610-5440 SCALE: 1' = 100 .O.Rueblood0nh.,r— Fhedgelkobomen.ae bwl9176.tL m HWC ENGINEERING INDIANAPOLIS-TERRE HAUTE LAFAYETfE-MUNCIE-NEW ALBANY www.h—genandngoom oamnmmme"', ?RAW o•. y Aff No. A 25 10000075.1 ,!0'l' [t.0 ��I'l I,IOP BY DC w CHECKED BY [DRAWN BB DATE z n NOVEMBER 17, 2017 o N SCALE AS SHOWN C1.0 COVER 56' RIGHT OF WAY 1 } 32' BACK OF CURB TO BACK OF CURB 12 3 ( ( t A 14' 14' 1 2' 6' s' 1 0 2' CONCRETE COMBINED CURB & GUTTER CONC. WALK = r Maw 1NAY5 ettnw CONC. ROLL CURB PROFILE GRADE CONC. ROLL CURB C F cv1 BEFORE:Tou uc. SLOPE 1/4" PER FT. MIN. SLOPE 1/4- PER FT. �(D _ _ __ _ _ _ Call 811 or-800-382-SS44 Betore you Dig! 2' D l U 2' CARMEL GENERAL NOTES: O HMA PAYDefT (Local Street) 1. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE ( 1.5' - 165f/SYD HMA SURFACE, TYPE 'B, 9.5 mm 2.0' - 2201/SYD HMA INTERMEXATE, TYPE 'B', 19.0 mm RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT 3.0' - 3301/SYD HMA BASE, TYPE 'B', 25.0 mm 'TYPICAL STREET CROSS SECTION WITH PROPOSED DEVELOPMENT SHALL BE THE RESPONSIBILITY OF 6' COMPACTED AGGREGATE J53 NOT To Scala THE DEVELOPER TO RESOLVE WITH THE UTILITY. EXISTING POLE INDOT SUBGRPDE TREATMENT, TYPE III OR 1C LINES REQUIRED TO BE RELOCATED SHALL BE RELOCATED TO 0 UNDERDWUN - SEE CARMEL STANDARD DRAWING 10-12 WITHIN ONE FOOT OF THE PROPOSED RIGHT-OF-WAY LINE. © SIDEWALK - SEE CARMEL STANDARD DRAWING 10-10 2. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. OD CONCRETE ROLL CURB & GUTTER - SEE CARMEL STANDARD DRAWING 10-13 O 2' CONCRETE COMBINED CURB & Gum - SEE CARMEL STA ow DRAWING 10-14 3. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE (327't AILING THE FRONT OF POND 12 FOR WINKLE BARRIER) COMPLETION OF THE PROJECT. THE CONTRACTOR IS O SODDING ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY. Z 74' RIGHT OF WAY z � � 12' 50' BACK OF CURB TO BACK OF CURB 12' } 3 3 1' 16, BC -BC 24' BC -BC 1' 0 5' 1 6' 2, 12' 2' 10' 2' 6' 20' 2' 5' o E- F 6 CONC. WALK GREEN SPACE C F D CONC. ROLL CURB D F D � CONC. ROLL CURB D F SLOPE 1/4' PER FT. CONC. WALK = C F SLOPE 1/4- PER FT - GREEN SPACE TO BE 2' D WITHIN COMMON AREA O HMA PAVEMENT (Local Strad) PROFILE GRADE I.5' - 1651/SYD RMA MACE, TYPE -B-, 9.5 mm 2.0' - 2201/SM HMA INTERMEDIATE, TYPE 'B', 19.0 Him ENTRANCE STREET CROSS SECTION -B', 3.0- - 330 j/SYD HMA BASF, TYPE 25.0 mm NOT TO SCALE COMPACTED AGGREGATE /53 INDOT SUBGRADE TRFAThEM, TYPE AOR IC IN FINLAY GRIER sAm �, O UNDERDRAIN - SEE CARMEL STMDARD DRAWING 10-12 _ FTC OVERHEAD ELECTRIC TC-E W. © SIDEWALK - SEE CARMEL SfMNMRD DRAWING 10-18 saeleRr nx � TC�.1�2I D CONCRETE ROLL CURB & GUTTER - SEE CARMEL STANDARD DRAWING IG-13 NE CDRSE 1/4 . -T18N- SEC. 25R2E FX 10' F INV: 680.66(N) TIN.-8920(w) WY. -I -Nv.-69 OF SODDING P.O.C. _ NW COR. SW I/4 SEC. 30-TILNN-RE O(E) Na s -Lee TIUT sac 1EQSSWT M cov, ""' ST. I10 AITP fiATFN w USaANi Vis'm ql r ", U4Ewpli SYHE Ina, w5141 RwA FlBa; � a NUM nY Nliwf SdT C y a F419EYY a- �€ a L�i1 R wwEo N.Euw It v s¢w`�i wGOi a fur 's r Fwauwo rtw °mm a nc Yfl ox�E nu s� wxwY woxfia nuoumz Yuuu TYPICAL SWALE DETAIL N No SCALE �no oz� �o MINIMUM FLOOD PROTECTION GRADE (MFPG) AND MINIMUM LOWEST ADJACENT GRADE (MLAG) DEFINITIONS FROM CITY OF CARMEL STORMWATER TECHNICAL STANDARDS MANUAL SECTION 104.02: All buildings shall have a minimum flood protection grade shown on the secondary plat Minimum Flood Protection Grade of ail structures fronting a pond or open ditch shall be no less than 2 feet above any adjacent IOU -year local or regional flood elevations, whichever is greater, for all windows, doors, pipe entrances, window wells, and any other structure member where floodwaters can enter a building. For all structures located in the Special Flood Hazards Area (SFHA) as shown on the FEMA mops, the lowest floor elevations of all residential, commercial, or industrial buildings shall be such that Lowest Floor elevation, including basement, shall be at the flood protection grade and therefore have 2 feet of freeboard above the 100-year flood elevation. The Lowest Adjacent Grade for residential, commercial, or industrial buildings outside a FEMA or IDNR designated floodplain shall hove two feet of freeboard above the flooding sounce's 100-year flood elevation under proposed conditions. Lowest Adjacent Grade is the elevation of the lowest grode adjacent to a structure, where the soil meets the foundation around the outside of the structure (including structural members such as basement walkout, patios, decks, porches, support posts or piers, and rim of the window well). 'a Grade (including walkout basement floor elevation for a IDNR designated flood lain the Lowest Adjacent For areas outside a FE1M ) P I ( 9 9 set a minimum of 2 feet above the 100- ear arid all residential, commercial, or industrial buildings adjacent to ponds shallbe y p hi elevation or 2 feet above the emergency overflow weir elevation, whichever is g her. In addition to the Lowest Adjacent Grade requirements, any basement floor stall be at least a foot above the permanent water level (normal pool elevation). BENCHMARK INFORMATION: NOTE: ELEVATION INFORMATION SHOWN HEREON IS REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) BASED UPON GPS OBSERVATIONS PROCESSED BY THE NATIONAL GEODETIC SERVICE (NGS) UTILIZING CONTROL (SEE NE POSITIONING USER SERVICE (OPUS) SOLUTION FROM OBSERVATIONS ON POINT A CONTROL POINT #100 (PRIMARY BENCHMARK)- 5/8-INCH REBAR WITH RED PLASTIC CAP STAMPED 'HWC RANDOM POINT -SET IN THE FIELD SOUTH OF THE MAIN HOUSE, APPROXIMATELY 75 FEET WEST OF THE WEST -MOST TREE LINE ALONG THE EAST SIDE OF THE SUBJECT TRACT, AND APPROXIMATELY 400 FEET SOUTH OF THE RAIL FENCE ALONG THE SOUTH LINE OF THE GRASS FIELDS. ELEVATION: 892.72 (NAVD 88) CONTROL POINT #101- 5/8-INCH REBAR WITH RED PLASTIC CAP STAMPED 'HWC RANDOM POINT -SET NORTH OF W. 131ST STREET AND 200 FEET WEST OF THE ASPHALT DRIVEWAY FOR THE SUBJECT TRACT, APPROXIMATELY 15 FEET NORTH OF THE NORTH EDGE OF PAVEMENT OF W. 131ST STREET AND 31.5 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF AN ASPHALT SIDEWALK. ELEVATION: 896.56 (NAVD 88) CONTROL POINT #102- MAG NAIL WITH WASHER STAMPED "HWC RANDOM POINT"SET FLUSH WITH THE ROAD SURFACE AT THE SOUTH END OF THE MEDIAN AT THE INTERSECTION OF HANSEN LANE AND W. 131ST STREET, APPROXIMATELY 4 FEET SOUTHEAST FROM THE BACK OF CURB OF THE MEDIAN AND 37.3 FEET SOUTHEAST OF THE STOP SIGN AT THE INTERSECTION. ELEVATION: 895.17 (NAVD 88) STATE PLANE COORDINATES -EAST ZONE, NAD83 go 5^.NITA.Y SEwFR S RNC COPPERLEAF LAND DESCRIPTION E-ONGRINDER PUMP @ LOW PRESSURE COMMON FOR-.. SER`ACE: Part of the Southwest Quarter of Section 30, Township 18 North, Range 3 East of the Second LOTS 1-28 Principal Meridian, Clay Township, Hamilton County, Indiana, more particularly described as follows: GRAPHIC SCALE Commencing at the northwest comer of said Southwest Quarter, thence South 00 degrees 08 0' 60' 120' ISO, minutes 31 seconds West (basis of bearings is grid North per Indiana State Plane Coordinate System - East Zone, NAD83(2011) EPOCH 2O10.0000) along the west line of said Southwest Quarter a distance of 20.00 feet to the south right-of-way of W. 131st Street as described in Instrument IN FEET Number 200200039D95 in the Office of the Recorder of Hamilton County, Indiana, and the POINT OF BEGINNING, thence along said south right-of-way the following three (3) courses: (1) thence South LEGEND: 89 degrees 30 minutes 59 seconds East parallel with the north line of said Southwest Quarter a distance of 300.00 feet; (2) thence North 86 degrees 19 minutes 26 seconds East 165.44 feet; (3) EXISTING PROPOSED thence South 89 degrees 30 minutes 59 seconds East 352.86 feet; thence South 00 degrees 33 SEE SHEET C1.2 FOR WET POND minutes 29 seconds East 336.56 feet; thence continuing South 00 degrees 33 minutes 29 seconds RIGHT-OF-WAY LINE BANK PLANTINGS, DETAIL & NOTES. East 849.30 feet to the north line of a tract described in Instrument Number 2012081882 in said - - - - - - EASEMENT LINE - - - - - - Recorders Office; thence South 89 degrees 59 minutes 05 seconds West along the north line of said SMACK LINE tract a distance of 832.41 feet to the west line of said Southwest Quarter, thence North 00 degrees LEGEND: 08 minutes 31 seconds East along said west line a distance of 850.86 feet; thence continuing North -- CENTERUNE - 25 LOT NUMBER 00 degrees 08 minutes 31 seconds East along said west line a distance of 330.07 feet to the POINT aao SWALE / FLOWUNE 000 D.E. DRAINAGE EASEMENT OF BEGINNING, containing 22.425 acres, more or less. - - - - SUBSURFACE DRAIN------------- D.&U.E. DRAINAGE & UTILITY EASEMENT S SANITARY SEWER 5 B.S.L. BUILDING SETBACK LINE R.S.L. REAR SETBACK LINE ST STORM SEVER 5T B.Y.E. BUFFERYARD EASEMENT -- 57 � STORM CULVERT D Sf-� CA COMMON AREA W WATER MAIN W S.F. SQUARE FOOT F1J- FGRCEMAIN FM Ac. ACRE (LOW PRESSURE SANITARY) ----BOO-------- CONTOUR, MAJOR BOO ---799------- CONTOUR, MINOR 799 BELLEWOOD, LOT 46 BELLEWOOD, LOT 47 BELLEWOOD, LOT 48 BELLEWOOD, LOT 49 K x-x-x- FENCE MATTHEW TECTOR SUNDAY & OMOBO A DEAN & CANDY KIRPAL SINGH TREE LINE & TRACY BRENNER OLADIPUPO CHEETHAM 05 SANITARY MANHOLE -6 © STORM MANHOLE -� SCHMIDLFR DRIVE ® STORM INLET waEezE 14' •�Yt-- .,,,..a.�Vl-=�,a,m��,a - W p(- 0 STORM END SECTION -N3 v' FIRE HYDRANT -'Jf N/A FLOW ARROW OPEN CUT ROAD. BPWS BELLEWOOD HOMEOWNERS ASSOC. BC - BADK OF CURB APPROVAL REQUIRED. COMMIX) AREA 3 CL _ CENTERUNE TRENCH BACKFILL AND 3 EX VAR. D.U.&S.E FG - FINISHEDGRADE DONAL DRILL LOW PAVEMENT REPAIR PER URE FORCEMAIN. CITY OF CARMEL T§ a STANDARDS FL - FLOW LINE FINLAY GRIER GAS MAN J TEIFP10E /r; - - ( 21' OF IV RCP 'J.".a LIX. TUNER POLE- \ \ I' 15' D.MIE PEIH.STRLs ' I \\\ `♦ \ TpwN O ND oNsyt E, \ ENTRY WPR OF ZgNs11EI 'APPROVAL I SIGN W/ `•F LANDSCAPE \ CA q• AUSTIN OAKS HOMEOWNERS ASSOCIATION MARK G. HALVORSEN & MARGARET D. HALVORSEN JOSEPH M. SZWED & AMY L. SZWED &BYRE m Ergg ! \ 262,620 S.F. 100' BUFFER YAW ♦\\- I.y g \ ♦\ �v'ni--ri Mwoo,00ts. \ W \ 14OW 1 \\\ \ 16,037 S.F. I MFPFW30 \/ 5� o ( I YIHi+•B425 g6�5 SWOO'00'E _ ! is. $_ I 130.00'ON sr \ sy� r! �c4 � � ♦d� DRY A I� I 12,BMEPf BY�ST.OF. /o'� 'L �N . r) x�w sh 113 ✓ *i E SWART MAINOLE Ts I HP -HIGH PONT to Yrv: 11&T.98(N) bi ay.-s94.IXs) H LP - LOW POINT 6rv: 883.8b(FA1\1 -59" NP - NORMAL POOL (ELEVATION) a - PC - POINT OF CURVATURE aaoa"_ oaa _ - EC s - PT - POINT OF TANGENCY ooa__ _ �-- a•- eo-- -. -807--- �\ PVC -POLYVINYL CHLORIDE PIPE HIS TAPER W. 131ST STREL'T, _ `'• - RCP - REINFORCED CONCRETE PIPE ETC POwFA POE ` FX POWER POLE EX. IE1FPfflfE _ BS..FIBFI�OPIIC IX. CABLE R/W - RIGHT-OF-WAY /FO - - - TB -TOP OF BANK GRADE =-I£1 . O �� gi - ------ - - FM - LOW PRESSURE COMMON FORCEMAIN -69 IX. OA1341EAD RIM- EMERGENCY FLOOD ROUTE -, \ MFPG -MINIMUM FLOOD PROTECTION GRADE A - \9'f• A\ai ot. ! zs'e.EX ALE (SEE DEFINITION ON SHEET CIA) PUNIER PO MLAG - MINIMUM LOWEST ADJACENT GRADE x s W69+9oavLi PEDESTAL � ( j " !; / a I `i - ,�,^e�`• 110 K I 1 (SEE DEFINITION ON SHEET CIA) - AD.A. HANDICAP RAMP T ROLL CURD - 20' SAFER' RAMP 0 6:1 SLOPE \ 74' 2 WI - INDOT APPROVED SNOWPLOWABLE RAISED PAVEMENT MARKERS t6' 1D 2a' l - I \\ - 9•y OD - POUND WARNING SIGNS � ='I \ ' �9�36f�5 -TREE PROTECTION FENCING (ORANGE CONSTRUCTION FENCNG) O - CURB INLET SNOUT BMP -}i g 8 Y ,( Q © - MECHANICAL SEPARATOR BMP r^ STREET LIGHT CURB AND GUTTER TYPE ll JOSEPH R. ❑ - B'xB" WOOD BARRIER POST 66.OY A �� -� - - 'J N9 ODWE z7s.3a' o KITTERMAN, TRUSTEE 19525' W I • 3' "� THE JOSEPH R. © -ARBOR (TREWS) AND BENCH tiE _ ' / s Y ts'BELOWW B \ ly (, KITTERRUS LIVING 0 - NATIVE GRASS POND BANK (SEE DETAIL) L ssnaUE _ 'Ct1- 2 f��'' �� I ERASED 8' WIDE MINIMUM `SHEET C1.2/ 28 SEE DETAIL p _ !s•i'ff?• $• - V,?� m %i ,t I O - 'STORM WATER BMP ( l �NFPO.E97 a• \N NATURAL PRESERVATION AREA `SHEET C1.2I F*\ fJ DO NOT MOW OR SPRAY SIGN \ \N9000'OTE �� Lam__-•• ' - 1 oWNW `\1y♦ I-hl � m \7 C 72,483 SF. c � 12 _ � -- F � I31.46 \ / I - ILL: L o a ml $ ,u�I 12,317 S. W I I / M49 I 1 m ��- .I +t J / _ N9oroDbo'E-5900o'00'E 150.38' ( /- 147.94' I ' 11 081 S.F.WPNG am , o \ ` a !� 1, ! Ji� }j( \ YVG-9925 i o) 1 ' of YPE I I � M 98 S.F. ! s 3 1 11 7 1 hSaO� 'E _I 13oao' 1 N 5 ! W'I IFTFYf I. ',3 YUG-8912 IfPLY89S0 I j} . { Di�'� N\ 00 %2 H.P. = BB4. 7 t^ N I ! 1 Wg25 YIAf, �I a I } "5 TFAR MIF - .\I\261 -' N9000'00'El \ SNOVOO'E 11,05E S.F. _(ml frjtj V� IN - N I42' a�wE11�30Y�. FOP t - 1 \ I N9000'OO'E ... d IOU \\ A I �4 \� I I�' = 57 - \ 130.00' , Cry/� 5.6, Iy) \ 14 I�g I -� I II PE �� 1' 11,050 S.F. 1 I - ,- hWO0'00-E •. I w } b 1/ , - W 1 -I _ LWPG UM 1 25 e 1 YL/19i6Y 1IB 1 �" I I I 'ham 25 -i1 gl L �Br Io I cal n) 11,G50�,�. I0 18'' 1 1 S9aWOO'E 130.00E m ,11 HI '8\�1Q�400 138 I m W I 1 E .4 .IT -- N J I - 77, '�8 � (3 I30.00'i- II N W� 1 8 oi'I 1,0S. I m I I rm it t it oI Y 24 If-. I gl •�i. I• �--- I Y s9lGOo'oo'E �� W`I 11,050 SF. - I' YFP(k893.0 ., I ml T' , - _7 {1,�))7)¢' FOR CONTINUATION SEE SHEET C1.2 DRAINAGE SUMMARY: OF 28 NEW LOTS & ONE EXISTING LOT) OVER COPPFIRLFAF IS A PROPOSED SINGLE FAMILY RESIDENTIAL DEVELOPMENT( T) 22.4 ACRES +/- . STORMWATER RUNOFF FROM THE PROJECT SITE WILL BE COLLECTED VIA PROPOSED STORM SEWER AND ROUTED TO A DETENTION NETWORK CONSISTING OF TWO WET BOTTOM DETENTION FACILITIES, WHERE WATER QUALITY & QUANTITY WALL BE PROVIDED. LAKE 12 OUTLETS SOUTH TO LAKE /1 IN THE SOUTHWEST CORNER OF THE SITE LAKE /1 OUTLETS TO BOWE CREEK (OFFSITE STGRM ROUTE TO BOONE CREEK). THERE IS A CONSIDERABLE AMOUNT OF OFFSITE DRAINAGE THAT WILL AFFECT THE PROJECT SITE, PRIMARILY COMING FROM THE EXISTING RESIDENTIAL ESTATE LOTS EAST OF THE PROJECT SITE. THE ONSITE STORM SEWER AND SWALE TO LAKES 1 2 AND BYPASS 70 CAPTURE AND ROUTE Mils OFF91E DRAINAGE DIRECTLY SYSTEM WILL BE DESIGNEDi / IT THROUG H THE SYSTEM. LAKE 12 HAS A 15' SPILLWAY AT AN INVERT ELEVATION SET JUST ABOVE THE 100-YEAR S SPILLWAY WALL ACTIVATE IN STORM 9 ONLY ICPR COMPUTER MODEL SIMULATION. THIS EVENTS A FROM THE ONSITE FREQUENCY TO HELP BYPASS EXCESSIVE RUNOFF FROM OFFSITE SOURCES. LAKE 1 HAS EVENTS ABOVE A OL YEAR HOSE T / BOX WHOSE TOP WEIR ELEVATION HAS BEEN SET AT AN INVERT ELEVATION JUST ABOVE THE to OUTLET CONTROL SIMULATION. THIS TOP WEIR WILL ALLOW EXCESSIVE ELEVATION FRO M THE ONSITE ONLY ICPft COMPUTER M000. MU EXCESSIVE RUNOFF RESULTING FROM 171E OFFSITE BASIN TO BE WICKET PASSED THROUGH TO BOONE CREEK VIA A 24' RCA OUTFALL PIPE LAKE 11 ALSO HAS A W WIDE SPILLWAY AT AN INVERT ELEVATION SUCHTLY ABOVE THE CALCULATED IDO-YEAR EVENT WITH ALL CONTRIBUTING AREAS FOR EMERGENCY PURPOSES. THERE ARE NO ANTICIPATED NEGATIVE IMPACTS ON THE DOWNSTREAM ADJOINING PROPERTY RESULTING FROM THIS DEVELOLMENT. THE ORDINANCE RELEASE RATE VALUES HAVE BEEN ADHERED TO FOR THE ONSITE DRAINAGE, AND THE LARGE AMOUNT OF BE SEE DRAINAGE WILL ALSO VOLUME DETAINED BELOW, FOR CONSIDERABLE WITH FREQUENCIES OF /0-YEARS OR LESS. AS CAN BE SEEN IN THE DETENTION VOLUME TABLE BELOW, A CONSIDERABLE AMOUNT OF ADDITIONAL Z I DETENTION VOLUME HAS BEEN PROVIDED THAN THE SITE WOULD REWIRE ON ITS OWN AS A STAND ALONE SITE. THIS Cq - EXTRA VOLUME HAS BEEN USED IN PART TO DEAL WITH THE OFFSITE DRAINAGE AND SLOW THE WATER DOWN FOR THE LO DOWNSTREAM RECEIVING PROPERTIES. THE CCPPERLEAF SITE IS NOT IMMEDIATELY ADJACENT TO A STREAM, CREEK, OR OTHER WATERCOURSE THAT WILL HAVE A FLOODING IMPACT, THE PROPOSED DETENTION FACILITIES WILL HAVE 100-YEAR HIGH WATER ELEVATIONS FROM WHICH THE PROPOSED LOTS WALL HAVE MINIMUM FLOOD PROTECTION GRADES OF AT LEAST TWO (2) VERTICAL FEET OF CLEARANCE ABOVE THE FULLY DEVELOPED RIGHT-OF-WAY FOR THE 131ST STREET THOROUGHFARE HAS BEEN INCLUDED IN THE PROPOSED DETENTION SYSTEM DESIGN (PER CITY OF CARMEL 20-YEAR THOROUGHFARE PLAN). AI I OWAB F RET FAST RA S AR AS FOLLOWS (BASED ON 0.1 CFS/ACRE FOR 10-YEAR EVENT; AND 0.30 CFS/ACRE FOR 100-YEAR EVENT): BOONE CREEK OUTLET: 10-YEAR ALLOWABLE-> 2.32 CFS, 100-YEAR ALLOWABLE-> 6.95 CFS CP PROP0�0 RFIF S< RA G ANF AS FdiOwS (IXJ4 DRAINA ONI Y1: CV BOONE CREEK OUTLET: 10-YEAR-> 2.02 OS. 100-YEAR-> 6.67 CIS N7 M O DETE NTION VOLUMES: (rT TOTAL VOLUME REQUIRED -> 5.83 ACRE-FEET TOTAL VOLUME PROVIDED (AT TOP OF BANK) -> 9.13 ACRE-FEET LAKE J1 VOLUME PROWDED (AT TOP OF BANK) -> 5.61 ACRE-FEET LAKE 12 VOLUME PROVIDED (AT TOP OF BANK) -> 3.52 ACRE-FEET HWC ENGINEERING INDIANAPOLIS-TERRE HAUTE LAFAYETTE- MUNCIE - NEW ALBANY www.hwce ngineering.com O U a a Q uu......,"aa I J ♦ 4 0 N 6 2 O U No. = 10000075 NOT ��-CSON, �1'1()N DRAWN BY DC CC CHECKED BY m to BB :x (j DATE Z NOVEMBER 17, 2017 o 4 SCALE AS SHOWN CIA PRIMARY PLAT E 0 ui E CARMEL GENERAL NOTES: 1. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. U11UTY LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT: IN A CONFLICT / MARK G. HALVORSEN & WITH PROPOSED DEVELOPMENT SHALL BE THE'. RESPONSIBILITY OF MARGARET D. HALVORSEN THE DEVELOPER TO RESOLVE WITH THE UTUTY. EXISTING POLE LINES REQUIRED TO BE RELOCATED SHALL BE RELOCATED TO WITHIN ONE FOOT OF THE PROPOSED RIGHT-OF-WAY LINE. - 2. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WTHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. 3. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE JOSEPH M. SZWED RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS > & AMY L SZWED ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY 3 PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE z EXISTING CONDITION OF THE RIGHT-OF-WAY. SAMTA?Y SENIIi 6FRVICF -ME GRINDER PUMP do LOW PRESSURE COMMON FORCEYAIN SERVICE: LEGEND: I U LOTS 1-28 25 LOT NUMBER SARA WAXBERG D.E. DRAINAGE EASEMENT D.&U.E. DRAINAGE & UTILITY EASEMENT 8.S.L BUILDING SETBACK LINE R.S.L REAR SETBACK LINE B.Y.E. BUFFERYARD EASEMENT CA COMMON AREA S.F. SQUARE FOOT Ac. ACRE JERRY L RUSHTON & ELIZABETH B. RUSHTON FOR CONTINUATION SEE SHEET C1.1 9 I 1-8 I n t ( 1 \ 12 Yt1Y,=891.y} �I r 59P00'00� P. 6 _-- ,. I j o 8 '"I tY,050 S.F. t8� tm� 116�0pP8CC89§�S7.F. � 101 I 7 jjjj - _• c - - ;-n IUGx I I 59P00'00'E /c� r - =•yy'W -� B -I '�=1 N 7 130.00' ✓\S' A I` USA & BRUCE l' MILLER i I / 1 I 1 / f i H E 0 O St I I/ A WCIAT+ DAVOD & AUSSA r" 7 E �t811 rr rr IJ cRYs HEREON i r JOSEPH & KRISTA g SANTOS �% I I I � d 16 D.E S �I YF11 CAP803,0 / 3 NY'-ww \\ M\ 12,326 '3/ /\ 25' ESL. NQ 15, ME- - - WINSFON DRIVE s9voo'00'E� 36.48 46.50 \ 1195a' q \ -25 BSL 25' BS4 1 \ 5 t \ 13U3Ua9zsF. - a \ ( esr 1 PG-Ny- \ wur-M.0 b R 16,815 S.F. 1 ,3 t \ \ YAO-893.0 Mir *ay iV 9.auE S9RIm'00'E t15.69' � •� t a I I \ na.-I 1 1 0 -1f%R t7EK - 66724 / t 11117AI4;,I ELEV`L'. 1BBOOW I t7 m u Io $ m II E3EwAR P&W a 10A00 I r J I / A �� a uvc-a4.o Ott II O 7y�n�/ A. l N9P00'00'W t I � 130.00' rl 0iE h BYP.EI SC � I I I FIXFI(aN/BUBBIfR I N I t �I r IS I I � 18;'-- I 3 2' , t, -I 10,400 S.F. r n t � 1 n I I rYt/G-894.0 N t0 w 25 n`�10,400 S.F. NIR NAAiFPG �.0 N9voo'oO 130.00' ' 24 11,050 S.F. vFPc-a9au YLYI-�25 _ NWO0'001 13a.ao' w g9 m 23 �) ti 11,050 SF RI 1wpc--m. 5 II 22 I 10,822 S.F. I YFPO-E'H.5 Na,�894.0 .-.. K9 WOD'E S' 131.47' x 21 } r 1 P(S.F. CC Ymc-=-a94s * Q YIM 894A i / _ s9oroo'0o'E IW.OF 21' ,CP L N�00'00� I 130.W I 14 i 20 / r� r 10,400 S.F. It Fcr.e94s t NOC-W4.0 _ WOO'00'E �1 I 130.00, ' 1 WI I m �yl y 19 r a :b m 10,400 S.F. r '�I I� YU4,'-84NA" NI MARK & ANNE © a� I I I r t aPom YeRBd n Y zs AFifR ram 30.0o zs sm YFAD CASAVANT © // ° 1 c 528s9' 4 MARK & DEBRA ° i \ Fe S89'59'05"W 832.41 1 XISHUN ZHANG & KLEIS 0 . EXIST�I Nli DRY DETENTION i - - e9 - JAPING YUE - AUTISM OAKS SECTION 10r N 7_.. �ys'Y� o ° MEAO(OitV��. FOCI('B' - COMMO�`IS! M TIMOTHY & ALFEGA�- °o _ rrv.-a7�Rrl) IX D.U.&S.E I I '•4i, F r � � _ � _ - \ I MARTIN \ -- _ -4- INSTR( 9609029 XISHUN ZHANG & 'EX.6'CPP-err.-Itfi - - - - - - - -- --- e _ JIAPINGYUE DO 12N •• - - �-- '�Suor z4:-R:r-----e65'Q / i" - W.II1)? NII / DONATE) APPLEGATE XISHUN ZHANG & �' I ,RAPING YUE BENCHMARK INFORMATION; NOTE: ELEVATION INFORMATION SHOWN HEREON IS REFERENCED TO THE NORTH AMERICAN VER71CAL DATUM OF 1988 (NAVD 88) BASED UPON GPS OBSERVATIONS PROCESSED BY THE NATIONAL GEODETIC SERVICE (NGSCONTROL PA UTILIZING IINT N (SEE REPOSITIONING USER R SERVICE (OPUS) SOLUTION FROM OBSERVATIONS ON ONTOL CONTROL POINT #100 (PRIMARY BENCHMARK)- 5/8-INCH REBAR WITH RED PLASTIC CAP STAMPED "HWC RANDOM POINT"SET IN THE FIELD SOUTH OF THE MAIN HOUSE, APPROXIMATELY 75 FEET WEST OF THE WEST -MOST TREE LINE ALONG THE EAST SIDE OF THE SUBJECT TRACT, AND APPROXIMATELY 400 FEET SOUTH OF THE RAIL FENCE ALONG THE SOUTH LINE OF THE GRASS FIELDS. ELEVATION: 892.72 (NAVD 85) CONTROL POINT #101- 5/8-INCH REBAR WITH RED PLASTIC CAP STAMPED "HWC RANDOM POINT" SET NORTH OF W. 131ST STREET AND 200 FEET WEST OF THE ASPHALT DRIVEWAY FOR THE SUBJECT TRACT, APPROXIMATELY 15 FEET NORTH OF THE NORTH EDGE OF PAVEMENT OF W. 131ST STREET AND 31.5 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF AN ASPHALT SIDEWALK. ELEVATION: 896.56 (NAVD 88) CONTROL POINT &102- MAG NAIL WITH WASHER STAMPED "HWC RANDOM POINT"SET FLUSH WITH THE ROAD SURFACE AT THE SOUTH END OF THE MEDIAN AT THE INTERSECTION OF HANSEN LANE AND W. 131ST STREET, APPROXIMATELY 4 FEET SOUTHEAST FROM THE BACK OF CURB OF THE MEDIAN AND 37.3 FEET SOUTHEAST OF THE STOP SIGN AT THE INTERSECTION. ELEVATION: 895.17 (NAVE) 88) HORIZONTAL INFORMATION: STATE PLANE COORDINATES -EAST ZONE, NAD83 L� arar 1fNY5 alntE (m uu Boom to ac. ' E 87.7' Call 811 or 800-382-5544 Before you Dig! GRAPHIC SCALE Avim, 0' 60' 120' 180' 1� Im JAIAES T. YOLPERT (IN FEET & ANGELA L �^ GOODWIN-VOLPERT LEGEND: EXISTING PROPOSED RIGHT-OF-WAY LINE - - - - - - EASEMENT LINE t SETBACK LINE CENTERUNE - 000 SWALE / FLOWUNE o00 L �a - - - - - - - - - - - - - SUBSURFACE DRAIN ------------- { E k SANITARY STWIIi g ... ST STORM SHIER ST I I I ° ST` STORM CULVERT Si-� yr WATER MAIN W AIN �PRREESSURE FI.1 (LOW SANITARY)' g - - - -600- - - - - CONTOUR, MAJOR 800 --799------- CONTOUR, MINOR 799 II1 i-x-X x-x-x- FENCE-x - K x n TREE LINE l SANITARY MANHOLE -1 STORM MANHOLE -a i 16Y L pAMD RICH & ® STORM INLET �{;� MONA RICH 0 STORM END SECTION •----8 I 'r-1 FIRE HYDRANT u/A FLOW ARROW BC - BACK OF CURB CL - CENTERLINE FG - FINISHED GRADE I - FL - FLOW LINE HP -NIGH POINT '} LP - LOW POINT NP - NORMAL POOL (ELEVATION) 1 1 PC - POINT OF CURVATURE I E 7 Pi -POINT OF TANGENCY 117.77' .jt PVC - POLYVINYL CHLORIDE PIPE 7 )t r b RCP - REINFORCED CONCRETE PIPE R/W - RIGHT-OF-WAY ' TB - TOP OF BANK GRADE FM - LOW PRESSURE COMMON FORCEMAIN - EMERGENCY FLOW ROUTE MFPG - MINIMUM FLOOD PROTECTION GRADE (SEE DERNITION ON SHEET CIA) MLAG - MINIMUM LOWEST ADJACENT GRADE (SEE DEFINITION ON SHEET CIA) OA - A.D.A HANDICAP RAMP 0 - 2' ROLL CURB © - 20' SAFETY RAMP 0 6:1 SLOPE - INDOT APPROVED SNOWPLOWABLE RAISED PAVEMENT MARKERS - POND WARNING SIGNS O - TREE PROTECTION FENCING (ORANGE CONSTRUCTION FENCING) n. O - CURB INLET SNOUT BMP © - MECHANICAL SEPARATOR BMP - STREET LIGHT OJ - CURB AND CUTTER TYPE II OK ❑ - B'x8' WOOD BARRIER POST © - ARBOR (TRELLIS) AND BENCH - NATIVE GRASS POND BANK (SEE DETAIL) O 8' WIDE MINIMUM \SHEET C1.2 ON -'STORM WATER BMP (SEE DETAIL` NATURAL PRESERVATION AREA `SHEET C1.2 DO NOT MOW OR SPRAY SIGN TOP OF BANK - SAFETY/WARNING SIGN 'STORM WATER BMP - NAIURAL PRESERVATION AREA - DO NOT MOW OR SI'RAY SIGN PERMANENT CN) STOIMWATER SEED MIX OR EQUAL W/ SEED & MULCH AMERICAN GREEN C125 BN EROSION CONTROL BLANKET. /N2H 10' WIDE SAFETY LEDGE IEv. EMERGENCY SPOLWAY AT -I '1N NORMAL POOL 100 YEAR FLOW E1.EV' I ' 24 EROSION CIXNIROL MATING 16' NORTH AMERICAN GREEN S75O.-. _ OVER PERMANENT SEEDI�- 8' NON COMPACTED TOPSOIL I R' m 16' T I BOTTOM 18' COMPACTED CLAY UN01 TO BE PLACED IN LAKEIN�LAKEE .N� BOTTOM AT ALL LOCATIONS WHERE EXCAVATION PENETRATES SRO OR UNSUITABLE SOIL -� TYPICAL POND CROSS SECTION W/ PLANTINGS NOT TO SCALE 12" STORM WATER BMP NATURAL PRESERVATION t8" AREA DO NOT MOW OR SPRAY STORM WATER BMP NATURAL PRESERVATION O AREA SIGN NOT TO SCALE HWC ENGINEERING INDIANAPOLIS -TERRE HAUTE LAFAYETTE - MUNCIE - NEW ALBANY www.hwcenginee ri ngxo m IF O U a a \\a\\u\\0\lu9Nnuruuiwii 1 "y �.NR tU f bye RSA r N0. 10000075` tvOI'ot9I 9i I()Ir 'o/SS/ VIAL ENG�� till DRAWN BY DC CHECKED BY m NNi BB c DATE z n NOVEMBER 17, 2017 o c'4 SCALE AS SHOWN SHEET C1.2 PRIMARY PLAT 2017