HomeMy WebLinkAboutB001 - Plat-SHEET 01(PRIVATEALLEY)THIS INSTRUMENT PREPARED BY:
DENNIS D. OLMSTEAD, RLS
STOEPPELWERTH & ASSOCIATES, INC.
7965 E. 106TH STREET
FISHERS, INDIANA 46038
PHONE: (317) 849-5935
THIS INSTRUMENT PREPARED FOR:
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: 12/18/19
SOURCE OF TITLE: DEED BOOK 346, PAGE 520 INST. # 8417104
DEED BOOK 178, PAGE 120 INST. # 9714
DEED BOOK 168, PAGE 448 INST. # 7087
CARMEL/CLAY PLAN COMMISION Nos.
PRIMARY PLAT DOCKET No.13060007 PP, PZ-2020-0009 & PZ-2020-0008
SECONDARY PLAT DOCKET No. PZ-2020-00156 SP
ZONING: SILVARA PUD ORDINANCE Z-553-1 & Z-652-20
ARCHITECTURAL DESIGN STANDARDS ARE ALSO FOUND IN PUD
EMPTY NESTER / ACTIVE ADULT STANDARDS PER PUD APPLY TO THIS PLAT
JACKSON'S GRANT
ON WILLIAMS CREEK
SECTION 8
FINAL PLAT
(PART OF THE N.E. 1 4, SECTION 34, T18N-R3E
CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA
DATED: 09/16/2020 JOB No. 60160REP-S8
REV. 10/21/2021 SHEET 01 OF 09
FLOOD STATEMENT
THIS IS TO CERTIFY THAT NO GRADED PORTION OF THE SUBJECT
PROPERTY IS LOCATED IN A SPECIAL FLOOD HAZARD ZONE "A" AS SAID
TRACT PLOTS BY SCALE ON COMMUNITY PANEL 18057C0206 G / 208 G OF
THE FLOOD INSURANCE RATE MAPS DATED NOVEMBER 19, 2014.
SUBDIVISION MONUMENTATION
MONUMENTS THAT ARE SHOWN ON THIS PLAT HAVE BEEN SET
IN PLACE PRIOR TO THE RECORDATION OF THIS PLAT.
MONUMENTS THAT WILL BE SET IN PLACE AFTER THE
RECORDATION OF THIS PLAT HAVE NOT BEEN SHOWN. AN
AFFIDAVIT, CROSS-REFERENCED TO THIS RECORDED PLAT,
WILL BE RECORDED AFTER THE SUBDIVISION
MONUMENTATION HAS BEEN COMPLETED NO LATER THAN
TWO (2) YEARS AFTER RECORDATION OF THIS PLAT.
A 5/8" X 30" 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 2" MAG NAIL WITH WASHER 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).
LOT & SETBACK REQUIREMENTS
Planning Area
Minimum Lot Minimum Yard Setbacks Min. Dwelling Unit Size (sf)
Max. Lot
CoverageWidth Area (sf)Street
Frontage
Front Side
(Aggregate)Rear
1-story 2-story
Northvale (formally
known as Bridgecreek)
55'
65'
6,600
7,750
30'
35'25' 5' (10') 20' 1,600 2,000 50%
¹ The following front yard setbacks shall apply for: (i) Dwellings w/ rear load garages, 10'; and (ii) Dwellings w/ courtyard garages, 20'.
² Perimeter lots within the hatched areas shown on the Conceptual Plan shall also be subject to the following: (i) minimum Rear Lot Line width of 120'; and (ii)
minimum Lot depth of 180'. Perimeter lots within the cross-hatched areas shown on the Conceptual Plan shall also be subject to the following: (i) Minimum Lot Line
width of 140'; and (ii) minimum lot depth of 160'.
NOTE
MINIMUM SEPARATION BETWEEN TRANSFORMER PAD AND
WINDOW, DOOR, COMBUSTIBLE WALL, OR OVERHANG ON
HOMES IS 10 FEET.
JACKSON'S GRANT, SECTION 8 FALLS ENTIRELY WITHIN THE BRIDGECREEK, EXMOOR
PLANNING AREA WITHIN THE SILVARA PUD (SEE BULK DENSITY STANDARDS, BELOW)
Dennis D. Olmstead
Registered Land Surveyor
No. 900012
LEGEND
25 LOT NUMBER
C.A.COMMON AREA
R/W RIGHT-OF-WAY
I.E.E. INGRESS / EGRESS EASEMENT
B.L. BUILDING LINE
D&U.E. DRAINAGE & UTILITY EASEMENT
D.U.&S.S.E. DRAINAGE UTILITY & SANITARY SEWER EASEMENT
R.D.E. REGULATED DRAINAGE EASEMENT
B.M.P.E. BEST MANAGEMENT PRACTICE EASEMENT
T.P.E.&L.B.TREE PRESERVATION EASEMENT / LANDSCAPE
BUFFER
SECTION CORNER
APPROXIMATE LIMITS OF FLOODWAY FRINGE, AS
SCALED FROM FIRM MAP
PANEL No.: 18057C0206 G / 208 G
DATED: NOVEMBER 19, 2014
FWF(FIRM)
GRAPHIC SCALE
( IN FEET )
1" = 150 FT
1
NOTES
REFER TO SHEET 2 FOR CURVE TABLES.
SEE THE CONSTRUCTION PLANS, SHEET C201, FOR THE EXTENT OF THE
STORM WATER EMERGENCY OVERFLOW ROUTING.
STORMWATER 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.
MINIMUM SEPARATION BETWEEN TRANSFORMER PAD AND WINDOW,
DOOR, COMBUSTIBLE WALL, OR OVERHANG ON HOMES IS 10 FEET.
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 BMP FACILITIES.
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BEFORE THE DEVELOPER TRANSFERS CONTROL OF THE
OWNERS' ASSOCIATION UNDER THE DECLARATION OF
COVENANTS TO THE PROPERTY OWNERS, INCLUDING
CONTROL OF A BOARD OF DIRECTORS OR OTHER
MEANS OF REPRESENTATION, THE DEVELOPER SHALL
ARRANGE FOR AN INSPECTION OF ALL IMPROVEMENTS
NOT LOCATED ON A PLATTED LOT OR FOR WHICH THE
OWNERS' ASSOCIATION HAS MAINTENANCE
RESPONSIBILITY (A "COMMON AREA IMPROVEMENT"),
INCLUDING STREET TREES.
01/20/22