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HomeMy WebLinkAbout05080016-18 Large Format Primary Plat in Informational Packets dated 7/22/2005c 0 ]C a N Ln O Ln O O N W a rn v a J w cy- a rn i Ln Z9 i V) THIS INSTRUMENT PREPARED BY: DENNIS D. OLMSTEAD STOEPPELWERTH AND ASSOCIATES INC. 9940 ALLISONVILLE ROAD FISHERS, INDIANA 46038 PHONE: (317) 849 -5935 THIS INSTRUMENT PREPARED FOR: STEVEN A. WILSON, INC. 937 KEYSTONE WAY CARMEL, INDIANA 46082 CONTACT: STEVE WILSON PHONE: (317) 846 -2555 _J 7 t NDSOR GROG pA\71r II I LINE TABLE LINE DIRECTION LENGTH L -1 S1 5'22'47"W 28.97' L -2 S49'32'43 "W 28.97' L -3 N73'11'34 "W 50.00' L -4 N54'10'03 "W 50.00' L-5 S65'07' 58 "W 40.00' L -6 S54'39'1 4 "E 40.00' LEGAL DESCRIPTION ZONING�Sl SZ, COR., W. 1/2., N.E. 1/4, SEC. T.17N., R.3E. A part of the West Half of the Northeast Quarter of Section 8, Township 17 North, Range 3 East, Hamilton County, Indiana, being more particularly described as follows: Beginning at the Northwest corner of said Half Quarter Section; thence North 88 degrees 53 minutes 02 seconds East along the North line of said Half Quarter Section 979.45 feet to the Northwest corner of Windsor Grove recorded as Instrument No. 200200015758 in the Office of the Recorder of Hamilton County, Indiana; thence South 00 degrees 13 minutes 49 seconds West along the West line of said Windsor Grove 1,337.34 feet; thence South 88 degrees 49 minutes 06 seconds West 978.30 feet to the West line of said Half Quarter Section; thence North 00 degrees 10 minutes 48 seconds East along said West line 1,338.43 feet to the place of beginning, containing 30.056 acres, more or less. SA5264Saxs 1\PREL- PLAT.rtf July 11, 2005 (R)GDK O)IMC; This is to certify that the subject property is not located within Special Flood Hazard Zonk A as said tract plots by scale on Community Panel #18057C205F of the Flood Insurance Rate Maps dated February 19, 2003. LEGEND BUILDING SETBACKS FRONT BUILDING LINE 40' SPEED LIMIT: 25 MPH 10' S.Y. 30' AGG. REAR YARD EXISTING SANITARY SEWER 63 EXISTING CONTOUR GENERAL NOTES: aft PROPOSED SANITARY SEWER 1) ALL WELLHEADS WILL BE ABANDONED GROSS DENSITY BY STATE HEALTH PROCEDURES DURING TOTAL COMMON AREA PROPOSED STORM SEWER CONSTRUCTION. 13 ©G'3© ®C7 PROPOSED PATH ❑ PROPOSED 4 "X4" CONC. MONUMENTS � Q EXISTING TREE LINE w w W PROPOSED WATER LINE " °'hGi W^" •4RYV'•`••'•40i68•- •�.�..... -� EXISTING FLOW LINE M- �-- EXISTING BURIED ELECTRIC LINE --- --�- -- wW_ r--- -- EXISTING OVERHEAD ELECTRIC LINES �-- -- 1 -- 1,�� -- «': --- EXISTING BURIED TELEPHONE LINE ---' T T EXISTING TELEPHONE LINE ��-- ----v� EXISTING BURIED CABLE T.V. LINE --mr., -- ----�� EXISTING CABLE T.V. LINE --- y ---M EXISTING GAS LINE o EXISTING POWER POLE V) EXISTING WATER VALVE _ EXISTING FIRE HYDRANT r ry ai LEGEND 10 LOT NUMBER D.E. DRAINAGE EASEMENT D.U. &S.E. DRAINAGE UTILITY & SEWER EASEMENT D.U. &S.S.E. DRAINAGE UTILITY & SANITARY SEWER EASEMENT D. &U.E. DRAINAGE & UTILITY EASEMENT D.U. &L.M.A.E. DRAINAGE UTILITY & LANDSCAPE MAINTENANCE ACCESS EASEMENT C.E. CONSERVATION EASEMENT B.L. BUILDING LINE C.A. COMMON AREA N.A.E. NON- ACCESS EASEMENT R.D.E. REGULATED DRAIN EASEMENT BUILDING SETBACKS FRONT BUILDING LINE 40' SIDE YARD AGGREGATE 10' S.Y. 30' AGG. REAR YARD 20' SITE DATA LARGEST LOT 47,701 s .ft. SMALLEST LOT 21,600 s .ft. AVERAGE LOT SIZE 29,180 s .ft. TOTAL LOTS 30 TOTAL ACRES 30.056 Ac. GROSS DENSITY 1.00 U A TOTAL COMMON AREA 5.93 Ac.± PRESENT ZONING S -1 SUBMITTAL DATE 7/22/05 N"I VICINITY MAP SCALE 1 " = 1000' JULY 11, 2005 M U) Z 0 w ,``a����1111111!l,1jl. .4 , Ln =o. No. :0_ o 900012 = N STATE OF ' o N W ff (� + U T �; �!•� r r; 4 �e�.i ��� � IR . r i . CrA M TH sT M[ f I 1; q was, F •.. i Y Q 0 z O U LJ z O � Q CrA C rA . > _1 �. . �xt 0 n ry N m O m Y Li O w� Y < N o o V) N � _ r ry ,``a����1111111!l,1jl. .4 , Ln =o. No. :0_ o 900012 = N STATE OF ' o N W ff (� + U T �; �!•� r r; 4 �e�.i ��� � IR . r i . CrA M TH sT M[ f I 1; q was, F •.. i 0 z O U z O � �.•�LL• •jam f�, Y, CrA C rA . > _1 �. . �xt i''• n ry N Dr O 00 Q ry 0 C:):2 V) LCD _ O ry ai V% M a_ GRAPHIC SCALE 100 0 50 100 200 ( IN FEET ) 1 inch = 100 ft. HK, CRA, SOILS MAP (N.T.S.) 1" H.A.C. SURFACE #11 OR #12 3" H.A.C. BINDER #9 5" COMPACTED STONE BASE #53 4" COMPACTED STONE SUB -BASE #2 COMPACTED SUBGRADE TYPICAL PAVEMENT COMPOSITION NOT -TO -SCALE 400 50' R/W TYPICAL STREET CROSS — SECTION NOT —TO —SCALE NOTE: PAVING TO BE COMPLETED IN ONE PAVING SEASON �� V I I� O LJ`J 6' / ;I- U) 0 X Z < Ll- _J Q0 Lf) I W UJ W I� W of CZ o/•�r'� V 00 Z i W o � Z Ln J a) 0h 00 Z O U In IY- W SHEET N0. OF 1 SHEETS Joe "-52645WIL Q z Q 0 z O U z O � LLJ a: 00 Q > _1 O �- n ry O 00 Q ry 0 C:):2 V) LCD _ O ry 0 V% M a_ o O 00 O J � In rz 0 < U SHEET N0. OF 1 SHEETS Joe "-52645WIL