HomeMy WebLinkAboutB001-Plat-Sheet 1SITE
A portion of the subject property is located in a special Flood Hazard Zone A as said tract plots by scale
on Community Panel No. 180570C0208G of the Flood Insurance Rate Maps dated November 19, 2014.
APPROXIMATE LIMITS OF FLOODPLAIN PER WILLIAMS CREEK HYDRAULIC ANALYSIS
PERFORMED BY CHRISTOPHER B. BURKE ENGINEERING, Ltd. PROJECT #07-760
LOT NUMBER
DRAINAGE, UTILITY & SANITARY SEWER EASEMENT
DRAINAGE, UTILITY & SEWER EASEMENT
DRAINAGE EASEMENT
DRAINAGE & UTILITY EASEMENT
BUILDING LINE (SEE FOOTNOTE #1 ON THE "LOT AND
SETBACK REQUIREMENTS" TABLE ON SHEET 1 OF THIS PLAT
RIGHT OF WAY
COMMON AREA
REGULATED DRAINAGE EASEMENT
PEDESTRIAN ACCESS EASEMENT
BEST MANAGEMENT PRACTICE ESMT. (WATER QUALITY)
TREE PRESERVATION EASEMENT
INGRESS, EGRESS EASEMENT
25
D.U.&S.S.E.
D.U.&S.E.
D.E.
D.&U.E.
B.L. c
R/W
C.A.
R.D.E.
P.A.E.
B.M.P.E.
T.P.E.
I.E.E.
Dennis D. Olmstead
Registered Land Surveyor
No. 900012
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Note:
See the Construction Plans, Sheet C202 for the extent of the storm water emergency overflow
routing.
AN AFFIDAVIT, CROSS-REFERENCED TO THIS RECORDED PLAT, WILL BE RECORDED
AFTER THE SUBDIVISION MONUMENTATION HAS BEEN COMPLETED. PER STANDARDS
SET FORTH IN TITLE 865 IAC 1-12-18 SUBSECTION (b)(1)(2). THE INSTALLATION OF
BELOW MENTIONED MONUMENTS MAY BE DELAYED FOR UP TO TWO YEARS FROM
RECORDATION OF PLAT.
A 5/8"x30" REBAR WITH CAP STAMPED "S&A FIRM #0008" SHALL BE SET AT ALL LOT OR
PARCEL CORNERS, INCLUDING BEGINNING AND ENDING OF CURVES AND THE
INTERSECTION OF LINES.
DENOTES A 5/8"x30" REBAR WITH CAP STAMPED "S&A FIRM #0008".
DENOTES A 4"x4"x36" LONG PRECAST CONCRETE MONUMENT WITH A CROSS CAST IN
THE TOP, SET FLUSH WITH THE FINISH GRADE.
DENOTES A STREET CENTERLINE MONUMENT. EITHER AN "ALUMINUMWELD", A 5/8"
DIA. STEEL ROD 12" LONG WITH 1-1/2" DIA. TAPERED ALUMINUM CAP HAVING A CUT
"X" IN TOP, SET FLUSH WITH THE FINISHED SURFACE COAT OR A 2" MAG NAIL,
TEMPORARILY SET FLUSH WITH THE INTERMEDIATE COAT (BINDER).CLAY CENTER ROADSPRING MILL ROADSTORMWATER MANAGEMENT BMPS ARE CONTROL MEASURES TAKEN TO MITIGATE
CHANGES TO BOTH QUANTITY AND QUALITY OF URBAN RUNOFF CAUSED THROUGH
CHANGES TO LAND USE. GENERALLY BMPS FOCUS ON WATER QUALITY PROBLEMS
CAUSED BY INCREASED IMPERVIOUS SURFACES FROM LAND DEVELOPMENT.
116TH STREET
Surveyed and Prepared by:
Dennis D. Olmstead
Stoeppelwerth & Associates, Inc.
7965 East 106th Street
Fishers, Indiana 46038
Phone: (317) 849-5935
email: dolmstead@stoppelwerth.com
Owner/Subdivider:
Jackson's Grant Real Estate Co., LLC
13578 East 131st Street, Suite 200
Fishers, Indiana 46037
Contact: Doug Wagner
Phone: (317) 770-7011
email: dwagner@republicdev.com
Submission Date: 12/15/18
Source of Title: Deed Book 346, Page 520 Inst. # 8417104
Book 178, Page 120 Inst. # 9714
Book 168, Page 448 Inst. # 7087
Carmel/Clay Plan Commision Nos.
Primary Plat Docket No. 13060017 PP
Secondary Plat Docket No.
Zoning:Silvara PUD ordinance Z-553-11
Architectural design standards are also found in PUD
Empty Nester / Active Adult Standards per PUD Apply to this Plat
DATE: 09/13/2016
JOB No. 60160REP-S4
SHEET 1 OF 9
JACKSON'S GRANT SECTION 6 FALLS ENTIRELY WITHIN "THE ESTATES" SUB-AREA
WITHIN THE SILVARA PUD. (SEE BULK DENSITY STANDARDS BELOW)
NOTE:
R.D.E. (REGULATED DRAINAGE EASEMENT) =
THESE EASEMENTS ARE FOR COUNTY ACCESS TO
STORM SEWERS AND THOUGH THEY MAY
OVERLAP THE B.M.P.E., THE COUNTY IS NOT
RESPONSIBLE FOR MAINTENANCE OF THE
INSTALLED B.M.P. FACILITIES.
LOT & SETBACK REQUIREMENTS
Planning Area
Minimum Lot Minimum Yard Setbacks Min. Dwelling Unit
Size (sf)Max. Lot
Coverage
Width Area (sf)Street
Frontage Front c
Side
(Aggregate)Rear 1-story 2-story
Northvale - (formally
known as The Estates)100'15,000 50'40'10' (30')20'2,400 3,000 35%
JACKSON'S GRANT
ON WILLIAMS CREEK
SECTION 6
FINAL PLAT
(PART OF N.E. 1 4, SECTION 34, T18N-R3E
CLAY TOWNSHIP, HAMILTON COUNTY INDIANA)
1" = 200 FT
APPROXIMATE LIMITS OF FLOODPLAIN PER THE WILLIAMS
CREEK HYDRAULIC ANALYSIS
PERFORMED BY CHRISTOPHER B. BURKE ENGINEERING, Ltd.
PROJECT #07-760
APPROXIMATE LIMITS OF FLOODWAY PER WILLIAMS CREEK
HYDRAULIC ANALYSIS PERFORMED BY CHRISTOPHER B.
BURKE ENGINEERING, Ltd. PROJECT #07-760
305
306307308309310311
316315314313312
C.A. #27
C.A. #28
C.A. #29
SHEET 3
SHEET 4
SHEET 7
RAYLEE DRIVE
(PRIVATE)
NORTHVALE
BOULEVARD
(PRIVATE)ALMOND
CR
E
EK
DR
IV
E
(
PR
IVA
T
E
)
SHEET 5
SHEET 6
100 YEAR BASE FLOOD ELEVATION PER THE WILLIAMS
CREEK HYDRAULIC ANALYSIS PERFORMED MY
CHRISTOPHER B. BURKE ENGINEERING, Ltd. PROJECT #07-760
840.28
**NOTE: MINIMUM SEPARATION BETWEEN TRANSFORMER
PAD AND WINDOW, DOOR, COMBUSTIBLE WALL OR
OVERHANG ON HOMES IS 10 FEET
SEE SHEET 2 FOR CURVE TABLES