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Home My WebLink AboutC001 - Cover SheetYbvA Br YmsB2 YshAH YbvA YmsB2 Ym s B 2 YclA YbvA Sx YbvA YbvA YmsB2 MmA YclA YmsB2 YclA YclA YclA MnB2 CrA YshAH YmsB2 YmsB2 LOCATION MAP SCALE: 1"=750' SOILS MAP SCALE: 1" = 500' Map Unit: YmsB2 - Miami silt loam, 2 to 6 percent slopes YmsB2--Miami silt loam-Urban land complex, 2 to 6 percent slopes, eroded This component is on till plains, till plains. The parent material consists of loess over loamy till. Depth to a root restrictive layer, densic material, is 24 to 40 inches. The natural drainage class is moderately well drained. Water movement in the most restrictive layer is low. Available water to a depth of 60 inches(or restricted depth) is low. Shrink-well potential is low. The soil is not flooded. It is not ponded. A seasonal zone of water saturation is at 30 inches during January, February, March, April, December. Organic matter content in the surface horizon is about 2%. This component is in the F111XA09IN Till Ridge ecological site. Nonirrigated land capability is 2e. This soil does not meet hydric criteria. The calcium carbonate equivalent within 40 inches, typically, does not exceed 33%. Map Unit: YshAH - Shoals silt loam, 0 to 2 percent slopes YshAH--Shoals silt loam, 0 to 2 percent slopes, frequently flooded, brief duration The Shoals, frequent, brief component makes up 60 percent of the map unit. Slopes are 0 to 2 percent. This component is on flood plains on alluvial plains. The parent material consists of loamy alluvium. Depth to a root restrictive layer is greater than 60 inches. The natural drainage class is somewhat poorly drained. Water movement in the most restrictive layer is moderately high. Available water to a depth of 60 inches (or restricted depth) is high. Shrink-swell potential is low. This soil is frequently flooded. It is not ponded. A seasonal zone of water saturation is at 6 inches during January, February, March, April, May, November, December. Organic matter content in the surface horizon is about 3 percent. This component is in the F111XA004IN Wet Alluvium ecological site. Nonirrigated land capability classification is 2w. This soil does not meet hydric criteria. The calcium carbonate equivalent within 40 inches, typically, does not exceed 13 percent. PLANS CERTIFIED BY: 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: BRIAN K. ROBINSON EMAIL: brobinson@stoeppelwerth.com UTILITY CONTACTS: Center Point Energy 16000 Allisonville Road Noblesville, Indiana 46060 Service Center: (800) 990-1930 Attn: Chad Miller (317) 776-5590 TriCo Regional Sewer Utility 7236 Mayflower Park Drive Zionsville, Indiana 46077 Attn: Ryan Hartmen (317) 844-9200 Ryan.hartman@trico.eco AES 1230 West Morris Street Indianapolis, Indiana 46221 Attn: Dan Davenport (317) 261-5497 Dan.davenport@aes.com AT & T 240 North Meridian Street 2nd Floor, Room 280 Indianapolis, Indiana 46204 Attn: Steven Krebs (800) 288-2020 Sk4986@att.com Carmel Water Utilities 3450 West 131st Street Westfield, Indiana 46074 Spectrum J3030 Roosevelt Avenue Indianapolis, Indiana 46218 Attn: Jason Kirkman (317) 429-6691 ZONING = R-1 TOTAL SITE DISTURBANCE = 2.81 Acres OPERATING AUTHORITY CITY OF CARMEL (317) 571-2441 ONE CIVIC SQUARE CARMEL, INDIANA 46032 500'250'500'0 1" = 500 FT INDEX SHT.DESCRIPTION C001 COVER SHEET C100 - C102 EXISTING CONDITIONS & DEMOLITION PLANS C200 - C201 C202 - C203 SITE DEVELOPMENT PLAN EMERGENCY FLOOD ROUTE PLANS C300A - C300B C301A - C301B C302A - C302B C303A C304A - C304B SWPPP - INITIAL PLANS SWPPP - TEMPORARY PLANS SWPPP - PERMANENT PLANS SWPPP - REQUIREMENTS SWPPP - SPECIFICATIONS & DETAILS C400 C401 STREET PLAN & PROFILE PAVING & CONCRETE CURB POLICY C500 - C501 UTILITY PLANS C600 - C601 C602 STORM SEWER PLAN & PROFILES SUB-SURFACE DRAIN PLAN C700 WATER PLAN C800 - C803 CONSTRUCTION SPECIFICATIONS & DETAILS REVISIONS SHT.DESCRIPTION DESIGN DATA 4 LOTS 7.216 AC.= 0.55 LOTS/ACRE DRIVEWAY 720.00 L.F. TOTAL 720.00 L.F. DESIGN SPEED LIMIT:25 M.P.H LAND DESCRIPTION A part of the Northeast Quarter of Section 1, Township 17 North, Range 03 East of the Second Principal Meridian, Clay Township, Hamilton County, Indiana. This description prepared by: Bruce E. Strack, Indiana LS 20200057, working for Stoeppelwerth and Associates, Inc. as part of Project 111895GBC, being more particularly described as follows: Commencing at the Northwest corner of said Quarter Section; thence North 89 degrees 27 minutes 30 seconds East, along the North line of said Quarter Section, a distance of 29.70 feet to the Southwest corner of the Southeast Quarter of Section 26, Township 18 North, Range 03 East; thence North 89 degrees 49 minutes 42 seconds East (assumed bearing), along the North line of said Section 1, which follows the South line of said Section 36, a distance of 333.30 feet to the Northwest corner of the land described in Instrument Number 2024027350 in the Office of the Recorder of Hamilton County, Indiana; thence South 00 degrees 37 minutes 42 seconds West, along the West line of said land, a distance of 59.07 feet to the South Right-of-Way line of 116th Street, as depicted on the plans for INDOT Project Number STP-B886 (007), and the POINT OF BEGINNING of this description; thence along said Right-of-Way line the following 3 courses and distances: 1) North 89 degrees 49 minutes 42 seconds East, a distance of 292.65 feet; 2) thence South 19 degrees 36 minutes 42 seconds East, a distance of 59.15 feet; 3) thence North 89 degrees 49 minutes 42 seconds East, a distance of 15.72 feet to the West line of the land described in Instrument Number 2020079971 in said Recorder's Office; thence South 01 degree 12 minutes 27 seconds West, along said line a distance of 60.53 feet to the Northwest corner of Lot 1 in Donnybrook Addition, per plat thereof recorded in Plat Book 2, Pages 233-234 in said Recorder's Office; thence South 01 degree 12 minutes 58 seconds West, along the West line of said Addition, a distance of 814.79 feet to the North line of Donnybrook Woods, per plat thereof recorded in Plat Book 3, Page 61 in said Recorder's Office; thence South 89 degrees 49 minutes 42 seconds West, along said line, a distance of 361.12 feet to the Southeast corner of Monon Farms Condominiums, per plat thereof recorded in Plat Cabinet 3, Slide 651 in said Recorder's Office; thence with the lines of said plat the following 3 courses and distances: 1) North 00 degrees 37 minutes 42 seconds East, a distance of 330.00 feet; 2) thence North 89 degrees 49 minutes 42 seconds East, a distance of 41.25 feet; 3) thence North 00 degrees 37 minutes 42 seconds East, a distance of 600.93 feet to the Point of Beginning, Containing 7.216 acres, more or less. OPERATOR ON NOI LETTER Gradison Land Development 6330 East 75th Street, Suite 156 Indianapolis, Indiana 46250 Contact:Tim Barr Phone:(317) 538-1941 SWINLEY FOREST Developed by: Swinley Forest, LLC 6330 East 75th St., Suite 156 Indianapolis, IN 46250 Contact:Mark Gradison Phone:(317) 506-1037 Email:mgradison@gradison.net FLOOD STATEMENT THIS IS TO CERTIFY THAT A PORTION OF THE SUBJECT PROPERTY IS LOCATED IN A SPECIAL FLOOD HAZARD ZONE "AE"AS SAID TRACT PLOTS BY SCALE ON COMMUNITY PANEL 18057C0209G OF THE FLOOD INSURANCE RATE MAPS DATED NOVEMBER 19, 2014 SITE SITE SMALLEST LOT LARGEST LOT TOTAL LOTS ZONING GROSS DENSITY TOTAL COMMON AREA 0.55 Lots/Ac. (4 / 7.216 Ac.) R-1 4 SITE DATA AVERAGE LOT SIZE 1.2 Ac.± (16.7%) 42,150 sq.ft. 94,795 sq.ft. 54,170 sq.ft. 20' 25' / 35' 10' REAR YARD MIN. FRONT BUILDING LINE SIDE YARD PRIMARY BUILDING SETBACKS DETACHED RESIDENTIAL TOTAL ACRES 7.216 Ac.± 35% MAX.MAX. LOT COVERAGE SECONDARY PLAT DOCKET No. PZ-2025-_____ Mo n o n T r a i l Ra l s t o n A v e . 116th St. We s t f i e l d B l v d . 116th St. We s t f i e l d B l v d . Gu i l f o r d R d . Monon Farms Do n n y b r o o k W o o d s Rosemeade Commons Fairgreen Trace Guilford Park Cy p r e s s E s t a t e s SITE (Swinley Forest) BRIAN MILLER BROWN PROFESSIONAL ENGINEER No. PE11200386 06/26/25