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Home My WebLink AboutB001 - Plat-SHEET 1333 332331330329328C.A. #37 327 326 325 324 323 322 321 320 319 318 317 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.13060017 PP SECONDARY PLAT DOCKET No.19120004 SP 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 JACKSON'S GRANT ON WILLIAMS CREEK SECTION 7 FINAL PLAT (PART OF THE N.E. 1 4, SECTION 34, T18N-R3E CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA DATED: 12/18/2019 JOB No. 60160REP-S7 SHEET 1 OF 7 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 CoverageWidthArea (sf)Street Frontage Front 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% ¹The following front yard setbacks shall apply for: (i) Dwellings w/ rear load garages, 10'; and (ii) Dwellings w/ courtyard garages, 20'. ²Perimeter 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 7 FALLS ENTIRELY WITHIN "THE ESTATES" SUB-AREA WITHIN THE SILVARA PUD (SEE BULK DENSITY STANDARDS, BELOW) SHEET 5 SHEET 3 Dennis D. Olmstead Registered Land Surveyor No. 900012 SHEET 4 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) ALMOND CREEK DRIVE NORTHVALE BLVD. GRAPHIC SCALE ( IN FEET ) 1" = 150 FT 1 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. 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.