HomeMy WebLinkAbout06060016 Preliminary Plat Rcv. 8/25/2006 DOCSTHIS INSTRUMENT PREPARED BY:
DENNIS D. OLMSTEAD
STOEPPELWERTH AND ASSOCIATES INC.
9940 ALLISONVILLE ROAD
FISHERS, INDIANA 46038
PHONE: (317) 849 -5935
THIS INSTRUMENT PREPARED FOR:
CR WHITE DEVELOPMENT, LLC
510 FOX LANE
CARMEL, INDIANA 46032
CONTACT: CHRIS WHITE
PHONE: (317) 848 -2830
GENERAL NOTES:
1) ALL WELLHEADS WILL BE ABANDONED
BY STATE HEALTH PROCEDURES DURING
CONSTRUCTION.
2) CONTRACTOR SHALL CONTACT THE
DEPARTMENT OF ENGINEERING TO
SCHELDULE A PRE - CONSTRUCTION
MEETING FOR REVIEW OF REQUIRMENTS.
4) ALL PAVING MUST BE COMPLETED IN
ONE PAVING SEASON.
10
D. E.
D.0 &S.E.
D. U &S. S. E.
D.&J.E.
D.0 S.S.E. &L.M.A.E.
B. L.
C.A
N.A E.
T.PE.
LEGEND
LOT NUMBER
DRAINAGE EASEMENT
DRAINAGE UTILITY & SEWER EASEMENT
DRAINAGE UTILITY & SANITARY SEWER EASEMENT
DRAINAGE & UTILITY EASEMENT
DRAINAGE UTILITY SANITARY SEWER EASEMENT &
LANDSCAPE MAINTENANCE ACCESS EASEMENT
BUILDING LINE
COMMON AREA
NON- ACCESS EASEMENT
TREE PRESERVATION EASEMENT
C IRS TR GF'�C�
PF'� I I AR PLAT
PRIMARY PLAT
A part of the West Half of the Northeast Quarter of Section 22, Township 18 North, Range 4 East, Clay Township,
Hamilton County, Indiana, being more particularly described as follows:
Commencing at the Southwest corner of the Northwest Quarter of said Northeast Quarter Section; thence North 00 degrees
02 minutes 39 seconds East along the West line of said Half Quarter Section 45.00 feet to the Centerline of Cherry Tree
Road and the POINT OF BEGINNING of this description; the next four (4) calls being on and along said Centerline; 1.)
North 16 degrees 49 minutes 55 seconds East 52.54 feet; 2.) North 26 degrees 58 minutes 46 seconds East 132.80 feet; 3.)
North 35 degrees 39 minutes 22 seconds East 81.80 feet; 4.) North 38 degrees 16 minutes 40 seconds East 102.55 feet to the
Southwest corner of the property described in Instrument No. 2001 -36075 in the Office of the Recorder of Hamilton County,
Indiana; the next three(3) calls being on and along the South, East and North lines of said real estate; 1.)North 89 degrees 55
minutes 33 seconds East 469.84 feet; 2.)North 00 degrees 55 minutes 09 seconds West 225.57 feet; 3.)South 89 degrees 55
minutes 33 seconds West 288.06 feet to a point on aforesaid Centerline; thence North 36 degrees 58 minutes 51 seconds
East along said Centerline 154.16 feet to the Southwest corner of the real estate described in Instrument No.2000 -51124 in
said Recorders Office; thence North 89 degrees 55 minutes 33 seconds East along the South line of said Real estate 861.04
feet to the East line of said Half Quarter Section; thence South 00 degrees 01 minutes 00 seconds West along said East line
961.00 feet; thence South 89 degrees 29 minutes 02 seconds West 810.89 feet; thence North 00 degrees 30 minutes 58
seconds West 323.49 feet; thence North 89 degrees 48 minutes 55 seconds West 269.02 feet; thence South 05 degrees 50
minutes 55 seconds West 20.49 feet; thence South 89 degrees 40 minutes 48 seconds West 233.46 feet to the place of
beginning, containing 20.442 acres, more or less.
This description has been prepared for zoning purposes only and is subject to change upon completion of an accurate
boundary survey.
S A52790V.ega1\PREL- PLAT.ttf
June 7, 2006
(R) (F)
LEG END
* THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO THE
REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6" IN DEPTH.
SUBGRADE UNDER ALL CURB , SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE
WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS.
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DENOTES PAVEMENT RESURFACING
AVERAGE LOT SIZE
(EXCLUDING LOT 34)
DENOTES HANDICAP RAMPS
- - - - - - - - - - -
PROPOSED SUB SURFACE DRAIN
❑
PROPOSED 4 "X4° CONC. MONUMENTS
Aft
PROPOSED SEWER LINE; MANHOLE
TOTAL COMMON AREA
PROPOSED STORM SEWER LINE;
-
CURB INLET, MANHOLE & END SECTION
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PROPOSED WATER LINE
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EXISTING FLOW LINE
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EXISTING BURIED ELECTRIC LINE
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EXISTING OVERHEAD ELECTRIC LINES
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EXISTING SANITARY SEWER LINE; MANHOLE
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EXISTING SQUARE FLAT INLET
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EXISTING FENCE LINE
* THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO THE
REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6" IN DEPTH.
SUBGRADE UNDER ALL CURB , SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE
WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS.
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TOTAL COMMON AREA
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CONCRETE SIDEWALK
NOT -TO -SCALE
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EXISTING POWER POLE
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EXISTING LIGHT POLE
AVERAGE LOT SIZE
(EXCLUDING LOT 34)
EXISTING ELECT. TRANSFORMER
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EXISTING ELECT. PEDESTAL
TOTAL ACRES
20.442 AC.
GROSS DENSITY
EXISTING ELECT. METER
TOTAL COMMON AREA
3.44 Ac. ±
-
EXISTING GUY WIRE
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EXISTING TELEPHONE POLE
EXISTING TELEPHONE PEDESTAL
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EXISTING TELEPHONE MANHOLE
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EXISTING TRAFFIC MANHOLE
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EXISTING WATER VALVE
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EXISTING MAILBOX
VICINITY MAP
(N.T.S.)
BACK OF CURB
V-1)" R/W
5'- 0" MIN.
GRADED LAWNS I
TOP SOIL TOP SOIL
I� H I�III� MIN. 4" I MIN, 3" I
*BACKFILL I PREPARED SUBGRADE I
PROPERTY LINE
TYPICAL SIDEWALK SECTION
NOT- TO -SCALI
NOTE:
1. ALL TRANSVERSE JOINTS SHALL BE TOOLED OR SAWCUT JOINTS 1/4'. THICK.
2. WALKS ACROSS DRIVEWAYS SHALL BE 6" OR THE THICKNESS OF THE
PROPOSED DRIVEWAY WHICHEVER IS THICKER.
5' - 0„ 4' - O,I
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SIDEWALK 4" THICK
SLOPE I/4" FT
4" MIN. GRANULAR
MATERIAL
TEMPORARY SEEDING SHALL BE DONE
IN ACCORDANCE WITH SECTION 621
OF I.D.O.H. SPECIFICATIONS WITHIN
THE STREET RIGHT -OF -WAY.
50' R/W
Mm132, MmA,MmC2
SOILS MAP
(N.T.S.)
SITE DATA
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SPEED LIMIT: 25 MPH
LARGEST LOT
21,256 s . ft.
SMALLEST LOT
11,200 s . ft.
AVERAGE LOT SIZE
(EXCLUDING LOT 34)
13,402 s . ft.
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TOTAL LOTS
34
TOTAL ACRES
20.442 AC.
GROSS DENSITY
1.66 U A
TOTAL COMMON AREA
3.44 Ac. ±
PRESENT ZONING
PUD
SUBMITTAL DATE
6/16/06
GRAPHIC SCALE
100 0 50 100 200
TYPICAL STREET CROSS - SECTION
NOT -TO -SCALE
NOTE: PAVING TO BE COMPLETED IN ONE PAVING SEASON
( IN FEET )
1 inch = 100 ft.
1.5" HMA #11 SURFACE
2" HMA #8 BINDER
3" HMA #5D BASE
7" #53 COMPACTED STONE
PREPARED su BCRAOE
PAVEMENT COMPOSITIONS
INTERIOR PUBLIC STREETS
(T*Y*Po)
NOT-TO-SCALE
400
4' -0" 5' -0"
SIDEWALK 4" HICK
SLOPE 1Z4" FT.
(CULL UURD 6C UU I ILK
TYP E I
S.S.D. TO BE INSTALLED
UNDER CURB BOTH SIDES
OF STREET
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