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Home My WebLink AboutC001 Cover Sheet-C001SITE SITE St We OcA OcB2 We FxC3 FxC3We OcA OcA St St FxC3 FxC3 We St FnB2We St HeFMmB2OcB2OcAMmAWe OcB2We OcA SITE CHERRY CREEK BOULEVARD ALICE PAUL LANE KNIGHTSTOWN WAYJAMES DEAN DRIVELARSON DRIVEEVERETT DRIVE MCCAIN WAY ANTIQUITY DRIVE (PUBLIC)JAMES DEAN DRIVEWILBUR ROADLARSON DRIVE (PUBLIC)BLOCK "D"ALLEYALLEY ANTIQUITY DRIVE 146TH STREET RIVER ROAD146TH STREET COMMUNITY DRIVERIVE R R O A D Map Unit: OcA- Ockley silt loam, 0 to 2 percent slopes OcA - Ockley silt loam, 0 to 2 percent slopes - This nearly level, deep, well drained soil is mainly on broad terraces. It is also on small rises on uplands. Most of the mapped areas are elongated and are parallel to major streams. Some areas on uplands are irregular in shape. The mapped areas range from 2 to 250 acres in size. Map Unit: St-Sleeth loam St - Sleeth loam - This nearly level, deep somewhat poorly drained soil is in slight depressions on broad terraces and along drainageways. The mapped areas are mostly elongated and are parallel to streams. Areas of this soil range from 3 to 40 acres in size. Map Unit: We - Westland clay loam We - Westland silty clay loam - This nearly level, deep, very poorly drained soil is in depressions, swales, and narrow drainageways on outwash plains. Runoff from higher adjacent soils is ponded on this soil. The mapped areas are mostly elongated and are parallel to streams. The areas range from 3 to 200 acres in size. FLOOD MAP NOT TO SCALE SOILS MAP SCALE: 1" = 800' ZONING: PUD (PLANNED UNIT DEVELOPMENT) BUILDING SETBACKS FRONT BUILDING LINE 10'/20' FRONTAGE ROADS SIDE YARD/AGGREGATE 3' MIN. / 6' AGGREGATE REAR YARD 10' INDEX SHT.DESCRIPTION C001 COVER SHEET C100-C101 TOPOGRAPHICAL SURVEY C200-C204 SITE DEVELOPMENT PLAN EMERGENCY STORM SEWER OVERFLOW ROUTE SITE PLAN C300-C308 INITIAL STORM WATER POLLUTION & PREVENTION PLAN TEMPORARY STORM WATER POLLUTION & PREVENTION PLAN PERMANENT SEDIMENT & EROSION CONTROL PLAN STORM WATER POLLUTION & PREVENTION SPECIFICATIONS STORM WATER POLLUTION & PREVENTION DETAILS C400-C408 STREET PLAN & PROFILES / INTERSECTION DETAILS SIGNAGE & LIGHTING PLAN PAVING POLICES / CURBING POLICES C500-C501 SANITARY SEWER PLAN & PROFILE C600-C605 STORM SEWER PLAN & PROFILES C700-C701 WATER PLAN C800-C804 CONSTRUCTION DETAILS • SANITARY • STORM • STREET C900-C904, C910 LANDSCAPE PLAN REVISIONS SHT.DESCRIPTION ALL REVISED PER TAC COMMENTS 04/29/20 DSM ALL REVISED PER CLIENT COMMENTS 05/13/20 C202-C203 REVISED GRADING & EMERGENCY FLOOD ROUTE 08/31/20 KJJM C101, C203, C600 REVISED GRADING & EMERGENCY FLOOD ROUTE, ADJUSTED TC ELEV ON EX STRM STRUC 825 & 836, REVISED STRM PIPE SIZE BETWEEN STRUC #869-872. 1" = 150 FT THE GROVE AT THE LEGACY SECTIONS FOUR A & FOUR B THE LEGACY PUD ZONING (Smaller Detached Dwellings & Duplexes) DISTURBED AREA SECTION 4 9.990 AC OWNER/DEVELOPED BY PM Development Holdings, LLC 168 West Carmel Drive Carmel, Indiana 46032 Contact: Todd Pyatt Phone: (317) 379-0184 Email: Todd@Pyattbuilders.comCOMMUNITY DRIVERIVER ROADVICINITY MAP SCALE: 1" = 1500' EXISTING MEADOWS AT LEGACY EXISTING GROVE AT THE LEGACY SECTION 2 THE GROVE AT THE LEGACY SECTION FOUR A A of part of the Northwest Quarter Section 23, Township 18 North, Range 4 East, Clay Township, Hamilton County, Indiana, more particularly described as follows: Beginning at the Southeast corner of the Limited Common Area(L.C.A.) #11 of The Grove At The Legacy Section Three A , recorded as Instrument Number: 2020004967, Plat Cabinet 5, Slide 1105, said point being on the West line of The Grove At The Legacy, Section Two, recorded as Instrument Number 2018030350, Plat Cabinet 5, Slide 852 in the Office of the Hamilton County Recorder; thence along the lines of said Grove at The Legacy, Section Two the following 6 courses and distances: 1.) South 00 degrees 00 minutes 00 seconds East a distance of 50.00 feet; 2.) thence North 90 degrees 00 minutes 00 seconds East a distance of 22.79 feet to a point on a non-tangent curve concave southwesterly, the radius point of which bears South 00 degrees 00 minutes 00 seconds West a distance of 20.00 feet from said point; 3.) thence southeasterly along said curve an arc length of 33.80 feet to a point on said curve, said point being South 83 degrees 10 minutes 52 seconds East a distance of 20.00 feet from the radius point of said curve said point also being on a non-tangent curve concave easterly, the radius point of which bears South 83 degrees 10 minutes 28 seconds East a distance of 577.13 feet from said point; 4.) thence southerly along said curve an arc length of 23.65 feet to a point on said curve, said point being North 85 degrees 31 minutes 21 seconds West a distance of 577.13 feet from the radius point of said curve said point also being on a non-tangent curve concave easterly, the radius point of which bears South 86 degrees 56 minutes 08 seconds East a distance of 225.00 feet from said point; 5.) thence southerly along said curve an arc length of 12.03 feet to a point on said curve, said point being South 90 degrees 00 minutes 00 seconds West a distance of 225.00 feet from the radius point of said curve; 6.) thence South 00 degrees 00 minutes 00 seconds East a distance of 191.47 feet to the Southwest corner of the aforementioned Grove At Legacy, Section Two, said point also being on the North right- of- way line of Cherry Creek Boulevard; thence South 90 degrees 00 minutes 00 seconds West, along said right-of-way line, a distance of 752.75 feet; thence North 00 degrees 00 minutes 00 seconds East a distance of 229.41 feet to a point on a curve concave southeasterly, the radius point of which bears North 90 degrees 00 minutes 00 seconds East a distance of 20.00 feet from said point; thence northeasterly along said curve an arc length of 31.42 feet to a point on said curve, said point being North 00 degrees 00 minutes 00 seconds East a distance of 20.00 feet from the radius point of said curve; thence North 00 degrees 00 minutes 00 seconds East a distance of 50.00 feet to the South line of the aforementioned, Grove At Legacy, Section Three A ; thence North 90 degrees 00 minutes 00 seconds East, along said South line, a distance of 692.75 feet to the Point of Beginning, Containing 5.103 acres, more or less. THE GROVE AT THE LEGACY SECTION FOUR B A of part of the Northwest Quarter Section 23, Township 18 North, Range 4 East, Clay Township, Hamilton County, Indiana, more particularly described as follows: Beginning at the Northeast corner of The Grove at the Legacy, Section Three A; recorded as Instrument Number 2020004967, Plat Cabinet 5, Slide 1105 in the Office of the Recorder of Hamilton County, Indiana; thence along the lines of said subdivision the following 4 courses and distances: 1.) South 90 degrees 00 minutes 00 seconds West along said North line a distance of 536.00 feet; 2.) thence North 00 degrees 00 minutes 00 seconds East a distance of 18.00 feet; 3.) thence South 90 degrees 00 minutes 00 seconds West a distance of 90.00 feet; 4.) thence South 00 degrees 00 minutes 00 seconds East a distance of 276.59 feet to the southwest corner of said subdivision; thence South 90 degrees 00 minutes 00 seconds West a distance of 79.57 feet to a point on a curve concave northeasterly, the radius point of which bears North 00 degrees 00 minutes 00 seconds East a distance of 10.00 feet from said point; thence northwesterly along said curve an arc length of 15.14 feet to a point on said curve, said point being South 86 degrees 44 minutes 35 seconds West a distance of 10.00 feet from the radius point of said curve, said point also being the point of compound curvature of a curve concave easterly, the radius point of which bears North 86 degrees 44 minutes 35 seconds East a distance of 275.00 feet from said point; thence northerly along said curve an arc length of 15.63 feet to a point on said curve, said point being South 90 degrees 00 minutes 00 seconds West a distance of 275.00 feet from the radius point of said curve; thence North 00 degrees 00 minutes 00 seconds East a distance of 1.28 feet; thence South 90 degrees 00 minutes 00 seconds West a distance of 79.00 feet to the East line of (The Ridge at The Legacy; recorded as Instrument Number: 2011063056), in said Recorders Office; thence North 08 degrees 23 minutes 57 seconds East, along the east line of said subdivision, a distance of 192.03 feet; thence North 00 degrees 29 minutes 58 seconds West, along said East line, a distance of 297.07 feet; thence North 90 degrees 00 minutes 00 seconds East a distance of 238.82 feet; thence North 00 degrees 00 minutes 00 seconds East a distance of 11.00 feet; thence North 90 degrees 00 minutes 00 seconds East a distance of 536.00 feet to a point on the west line of Grove at The Legacy, Section Two; recorded as Instrument Number 2018030350, Plat Cabinet #5, Slide #852, in said Recorders Office; thence South 00 degrees 00 minutes 00 seconds East, along the West line of said subdivision, a distance of 230.00 feet to the Point of Beginning, Containing 4.886 acres, more or less. SITE EXISTING GROVE AT THE LEGACY SECTION 3B EXISTING GROVE AT THE LEGACY SECTION 3A SECTION 4B SITE SITE DESIGN DATA - SECTION 4B 39 LOTS 4.887 AC.= 7.98 LOTS/ACRE PICKETT PLACE 511.00 L.F. LARSON DRIVE 451.00 L.F. WILBUR ROAD 230.00 L.F. ALLEYS 90.00 L.F. TOTAL 1,282.00 L.F. DESIGN SPEED LIMIT:25 M.P.H 176B 176A 177B 177A 178B 178A 179B179A182B180A181B181A65B65A64B64A63B63A184A184B183A183B182A182B66A66B67A67B68A68B62A 62B 61A 61B 60A 60B 166 167 168 169 170 171 172 173 174 175 161 160 159 158 157 1371381391401419291908988878613613513413313293949596979899SECTION 4A DESIGN DATA - SECTION 4A 36 LOTS 5.103 AC.= 7.05 LOTS/ACRE ANTIQUITY DRIVE 693.00 L.F. ALLEYS 922.00 L.F. TOTAL 1,615.00 L.F. DESIGN SPEED LIMIT:25 M.P.H FLOOD STATEMENT BASED ON THE 11/19/2014 FIRM PANEL 180567C0231G A PORTION OF THE PROPOSED DEVELOPMENT LIES WITHIN A ZONE X, 0.2 PERCENT CHANCE (500 YR FLOOD PLAIN) FLOOD HAZARD. BASED ON THE WEST FORK WHITE RIVER PROFILE FOR THIS AREA, THE 0.2 PERCENT CHANCE ELEVATION IS BELOW THE FINISHED GROUND ELEVATION OF THE PROPOSED DEVELOPMENT PLANS PREPARED BY: STOEPPELWERTH & ASSOCIATES, INC. CONSULTING ENGINEERS & LAND SURVEYORS 7965 E. 106TH STREET, FISHERS, INDIANA 46038 PHONE: (317) 849-5935 FAX: (317) 849-5942 CONTACT PERSON: BRIAN K. ROBINSON brobinson@stoeppelwerth.com DAVID J. STOEPPELWERTH PROFESSIONAL ENGINEER NO.19358 PLANS CERTIFIED BY: 03/18/2020 OPERATOR ON N.O.I. LETTER: PM Development Holdings, LLC 168 West Carmel Drive Carmel, Indiana 46032 Contact: Todd Pyatt Phone: Phone: (317) 379-0184 OPERATING AUTHORITY City of Carmel One Civic Square Carmel, Indiana 46032 Phone: (317) 571-2441 Carmel Sewer Department John Duffy (317) 571-2443 30 West Main Street - Suite 200 Carmel, Indiana 46032 Carmel Water Utilities Don Simpson (317) 733-2855 3450 West 131st Street Westfield, IN 46074 AT&T Brian Wente (317) 610-5440 240 North Meridian Street Indianapolis, Indiana 46204 Spectrum Jason Kirkman (317) 429-6691 3030 Roosevelt Avenue Indianapolis, Indiana 46218 Duke Energy Jessica Herrington (317) 776-5365 100 South Mill Creek Road Noblesville, Indiana 46060 Vectren Energy Chad Miller (317) 776-5590 16000 Allisonville Road Noblesville, Indiana 46060 UTILITY CONTACTS: