HomeMy WebLinkAboutC001 Cover Sheet-C001o o oo o oo o oo o oo
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18'
GramercySign As-built
Mohawk WB LLC
Parcel #16-10-31-00-00-002.000
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YASTOR LANEKINZERAVE.KINZERAVE.70TEMPLETON DRIVE VALENTINE LANESTEINBECK PLACE
SHELDON
PLACE
BARRYMORE DRIVE
POWELL WAY
EXISTING
SECTION 1
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80 MADELYN DRIVE VALENTINE LANEASTOR LANE ASTOR LANE ASTOR LANE
GILDER DRIVE
TEMPLETON DRIVE TEMPLETON DRIVETEMPLETON DRIVE
LAGERFIELD DRIVE
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KINZER AVE.MADELYN DRIVESECTION 4
SECTION 3
SECTION 4
SECTION 3
SECTION 3
SECTION 2
SECTION 3
SECTION 2
EAST CITY CENTER DRIVE
C.A.#9
C.A.#3
NOT TO SCALE
PRIOR TOFABRICATION & INSTALLATION
OUTLET CONTROL STRUCTURE #401 DETAIL
18" R.C.P.
24" 6" 6"
NOTE:
GALVANIZEDOR
LAKE
18" R
.C
.P.
6"
TOPELEV.=839.40
6"INV.=831.15
6"
6"36"
48" NTS
6" 36"
METHOD OF ATTACHING TO OUTLET STRUCTURECONTRACTOR SHALL VERIFY PROPER
6" 6"6"6"
LAKE
NORMAL POOL=833.00
PROPOSED GRADE
CAST IRON TRASHG UAR D
CAST IRON GALVENIZED OR
TRASH GUARD
6.25"ORFICEINV.=833.00
10" OPENI NGINV.=837.02
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23'
18'
Gra merc ySig nAs-b uilt
50' R
/
W
80' R/W
80' R/W
80' R/W
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18'
GramercySign As- buil t
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DAVID J. STOEPPELWERTH
PROFESSIONAL ENGINEER
NO. 19358
PLANS CERTIFIED BY:
03/20/19
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
EMAIL: brobinson@Stoeppelwerth.com
INDEX
SHT. DESCRIPTION
C001 COVER SHEET
C100-C101 TOPOGRAPHICAL SURVEY
C200-C206
SITE DEVELOPMENT PLAN
AMENITY AREA PLANS
EMERGENCY FLOOD ROUTE
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-C418
STREET PLAN & PROFILES
TRAFFIC CONTROL PLAN
PAVEMENT MARKINGS - BIKE LANE & CROSSWALK
INTERSECTION DETAILS
PAVING AND CONCRETE CURB POLICIES
C500-C502 SANITARY SEWER PLAN & PROFILE
C600-C606 STORM SEWER PLAN & PROFILES
SUB SURFACE DRAIN PLAN
C700-C702 WATER PLAN
WATER DETAILS
C800-C805
CONSTRUCTION DETAILS
SANITARY
STORM
STREET
C904 LANDSCAPE PLAN / LIGHTING PLAN
File Name: S:\65840BKM-S3\DWG\C001 Cover Sheet.dwg - C001Modified / By: September 24, 2020 8:19:38 AM / aguyonPlotted / By: October 6, 2020 8:50:50 AM / Andre GuyonS & A JOB No. 65840BKM-S1REVISIONS
SHT. DESCRIPTION
ALL REVISED PER TAC COMMENTS 05/08/19 ADG
C202 &
C604A ADDED CONCRETE SWALE AND STORM SEWER 07/10/19 ADG
ALL REVISED PER TAC COMMENTS 09/27/19 ADG
ALL REVISED PER CLIENT COMMENTS 10/16/19 DSM
ALL REVISED PER CITY OF CARMEL COMMENTS 12/12/19 DSM
ALL REVISED PER CLIENT COMMENTS 01/13/20 DSM
C700-C702 REVISED PER CARMEL WATER 03/12/20 DSM
1" = 150 FT
GRAMERCY WEST
SECTIONS 2, 3, & 4
Developed by:
MOHAWK WB, LLC
C/O PLATINUM PROPERTIES
MANAGEMENT CO, LLC
9757 Westpoint Drive Suite 600
Indianapolis, Indiana 46256
Contact: Edward E. Fleming
Email: efleming@platinum-properties.com
Phone: (317) 564-7301
FLOOD STATEMENT
THIS SITE DOES NOT LIE WITHIN A ZONE PER
FIRM 18057C0226G & 18057C0228G DATED NOVEMBER 19, 2014
LOCATION MAP
SCALE: 1"=2000'
EAST CITY CENTER DRIVE
KEYSTONE PARKWAYSOUTH RANGELINE ROADEAST CARMEL DRIVE
EAST 116TH STREET
SOILS MAP
SCALE: 1"=500'
UTILITY CONTACTS:
CARMEL SEWER DEPARTMENT
760 3RD AVENUE SOUTHWEST
CARMEL, INDIANA 46032
CONTACT: PAT RIGDON
PHONE: (317) 571-2463
CARMEL WATER UTILITIES
3450 WEST 131ST STREET
CARMEL, IN 46074
CONTACT: STEVE COOK
PHONE: (317) 571-2463
AT & T
240 N. MERIDIAN STREET
INDIANAPOLIS, INDIANA 46204
CONTACT: BRIAN WENTE
PHONE: (317) 610-5440
SPECTRUM
3030 ROOSEVELT AVENUE
INDIANAPOLIS, INDIANA 46218
CONTACT: JASON KIRKMAN
PHONE: (317) 429-6691
DUKE ENERGY
16475 SOUTHPARK DRIVE
WESTFIELD, INDIANA 46074
CONTACT: MATTHEW DAYHUFF
PHONE: (317) 896-6704
VECTREN ENERGY
16000 ALLISONVILLE ROAD
NOBLESVILLE, INDIANA 46060
CONTACT: CHAD MILLER
PHONE: (317) 776-5590
OPERATOR ON N.O.I. LETTER:
MOHAWK WB, LLC
C/O PLATINUM PROPERTIES
MANAGEMENT CO, LLC
9757 WESTPOINT DRIVE, SUITE 600
INDIANAPOLIS, INDIANA 46256
CONTACT: PAUL RIOUX
PHONE: (317) 863-2053
OPERATING AUTHORITY
CITY OF CARMEL (317) 571-2441
ONE CIVIC SQUARE
CARMEL, INDIANA 46032
DESIGN DATA (SECTION 2, 3, & 4)
170 LOTS
15.848 AC. = 10.73 LOTS/ACRE
BARRYMORE DRIVE 423.60 L.F.
LAGERFIELD DRIVE 237.93 L.F.
POWELL DRIVE 126.50 L.F.
ASTOR LANE 636.71 L.F.
GILDER DRIVE 274.88 L.F.
STEINBECK PLACE 507.07 L.F.
MADELYN DRIVE 1,214.28 L.F.
TEMPLETON DRIVE 1,176.38 L.F.
VALENTINE DRIVE 676.36 L.F.
KINZER AVENUE 632.43 L.F.
TOTAL 5,906.14 L.F.
DESIGN SPEED LIMIT: 25 M.P.H
LOT TYPE A
(LOTS 122-125, 142-150, 216-221)
MIN. LOT AREA - 4,000 SQ.FT.
MIN. WIDTH - 50'
MIN. WIDTH AT RIGHT-OF-WAY - 20'
MIN. FRONT SETBACK - 10'
MIN. SIDE SETBACK - 5'
MIN. REAR SETBACK - 5'
LOT TYPE B/F (TOWNHOMES)
(LOTS 4-33, 58-69, 89-121, 179-215)
MIN. LOT AREA - 1,000 SQ.FT.
MIN. WIDTH - 16'
MIN. WIDTH AT RIGHT-OF-WAY - 14'
MIN. FRONT SETBACK - 5'
MIN. SIDE SETBACK - 5'
MIN. REAR SETBACK - 5'
LOT TYPE C
(LOTS 2-3, 45-57, 70-83, 126-141, 227-239)
MIN. LOT AREA - 1,600 SQ.FT.
MIN. WIDTH - 28'
MIN. WIDTH AT RIGHT-OF-WAY - 25'
MIN. FRONT SETBACK - 5'
MIN. SIDE SETBACK - 3'
MIN. REAR SETBACK - 5'
LOT TYPE D
(LOTS 1, 34-44, 84-88, 151-178, 222-226)
MIN. LOT AREA - 2,000 SQ.FT.
MIN. WIDTH - 31'
MIN. WIDTH AT RIGHT-OF-WAY - 15'
MIN. FRONT SETBACK - 5'
MIN. SIDE SETBACK - 3'
MIN. REAR SETBACK - 5'
ZONING: GRAMERCY WEST PUD
SOILS LEGEND
Map Unit: Br- Brookston silty clay loam
This poorly drained soil has a seasonal high watertable above the surface or within 1.0 ft. and is in
depressions. Slopes are 0 to 2 percent. The native vegetation is water tolerant grasses and
hardwoods. The surface layer is silty clay loam and has moderate or high organic matter content
(2.0 to 5.0 percent). Permeability is moderately slow (0.2 to 0.6 in/hr) in the most restrictive layer
above 60 inches. Available water capacity is high (1 0.0 inches in the upper 60 inches). The pH of
the surface layer in nonlimed areas is 6.1 to 7.3. This soil is hydric. Wetness is a management
concern for crop production. This soil responds well to tile drainage.
Map Unit: CrA - Crosby silt loam, 0 to 2 percent slopes
This is a somewhat poorly drained soil and has a seasonal high watertable at 0.5 to 2.0 ft. and is on
rises on uplands. Slopes are 0 to 2 percent. The native vegetation is hardwoods. The surface layer is
silt loam and has moderately low or moderate organic matter content (1.0 to 3.0 percent).
Permeability is very slow ( < 0.06 in/hr) in the most restrictive layer above 60 inches. Available
water capacity is moderate (6.2 inches in the upper 60 inches). The pH of the surface layer in
non-limed areas is 5.1 to 6.0. Droughtiness and wetness are management concerns for crop
production. This soil responds well to tile drainage.
Map Unit: MmB2- Miami silt loam, 2 to 6 percent slopes, eroded
This moderately well drained soil has a seasonal high watertable at 2.0 to 3.5 ft. and is on
sideslopes and rises on uplands. Slopes are 2 to 6 percent. The native vegetation is hardwoods. The
surface layer is silt loam and has moderately low organic matter content (1.0 to 2.0 percent).
Permeability is very slow(< 0.06 in/hr) in the most restrictive layer above 60 inches. Available
water capacity is low (5.9 inches in the upper 60 inches). The pH of the surface layer in non-limed
areas is 5.1 to 6.0. Droughtiness and water erosion are management concerns for crop production.
Map Unit: MoC3- Miami clay loam, 6 to 12 percent slopes, eroded
This moderately sloping, deep, well drained soil is on knobs and breaks along streams and
drianageways on uplands. The mapped areas are irregular in shape and range from 3 to 35 acres in
size.
TOTAL DISTURBED AREA = 15.952 Ac.
SITE
PRIMARY PLAT/REZONE DOCKET NO.
17080014Z
SECONDARY PLAT DOCKET NO. 1903002SP
ZONING: GRAMERCY WEST PUD (PLANNED
UNIT DEVELOPMENT)
ZONING PUD ORDINANCE #Z-630-18
E. CITY CENTER DRIVE
KEYSTONE PARKWAYREVISIONS
SHT. DESCRIPTION
ALL RAISED SITE 0.80 FT FOR DIRT BALANCE 09/24/20 ADG
12/04/20