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Home My WebLink About06090042.01 Preliminary PlatTHIS 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 SUBMISSION DATE: 10/6/06 SOURCE OF TITLE: WARRANTY DEED INSTR. # PRIMARY PLAT DOCKET: # 06090042 PP SECONDARY PLAT DOCKET: No. GENERAL NOTES: 1) ALL WELLHEADS WILL BE ABANDONED BY STATE HEALTH PROCEDURES DURING CONSTRUCTION. 2) CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE - CONSTRUCTION MEETING FOR REVIEW OF REQUIREMENTS. 4) ALL PAVING MUST BE COMPLETED IN ONE PAVING SEASON. 5) EROSION CONTROL PLAN WILL BE PROVIDED AT CONSTRUCTION PLAN STAGE. J. E. 1/4, 8N., R.4E. CURVE TABLE CURVE RADIUS LENGTH TANGENT CHORD CHORD BEARING DELTA C -1 150.00' 150.13' 82.03' 143.95' S81 *41'35"E 57'20'50" C -2 100.00' 192.65' 143.84' 164.21' N55'10'30 "W 110.22'59" C -3 150.00' 26.04' 13.05' 26.00' SO4'57'22 "E 9'56'43" C -4 100.00' 157.08' 100.00' 141.42' N44'59'00 "W 90'00'00" C -5 150.00' 18.83' 9.43' 18.82' S03'34'48 "E 7.11'35" C -6 200.00' 362.38' 255.14' 314.81' S51 *23'28"W 103'48'54" C -7 200.00' 71.47' 36.12' 71.09' S86'56'20 "E 20'28'30" C -8 300.00' 37.66' 18.86' 37.64' S86'25'1 2 "W 7'11'35" C -9 125.00' 101.25' 53.59' 98.51' S87'09'41 "E 46024'38" C -10 175.00' 134.87' 70.98' 131.56' S88'17'16 "E 44'09'27" C -11 50.00' 52.36' 28.87' 50.00' S30'30'58 "E 60'00'00" C -12 20.00' 27.72' 16.61' 25.56' S49'38'13 "E 79'24'58" C -13 20.00' 27.72' 16.61' 25.56' N2904645 "E 79'24'58" C -14 20.00' 36.46' 25.81' 31.62' N45'03'05 "E 104'27'20" C -15 20.00' 31.42' 20.00' 28.28' S52- 1O'35 "E 90.00'00" C -16 20.00' 1 31.42' 20.00' 28.28' S45'01'00 "W 90'00'00" C -17 20.00' 28.23' 17.04' 25.94' S49.32'59 "E 80'52'03" 7 NOW OR FORMERLY BARBARA MCGRATH'S ADDITION (P. B. 7, P. 75) / 1.5" HAC #11 SURFACE 2" HAC #8 BINDER 3" HAC #5D BASE 7" #53 COMPACTED STONE 4" #2 STONE PAVEMENT COMPOSITIONS WITHIN CHERRY TREE ROAD RIGHT -OF -WAY (T.Y.P.) NOT -TO -SCALE N.E. COR., N.W. 1 SEC. 22, T.18N.1 NOW OR FORMERLY BRISLEY INSTR. No. 2000 -51124 *50'30"E i r ;. . 861.04. r: Ln 3 o 4N r- Ln-• �o N 3 CD 000 t� z O 0 Oo c� a �f 0 La .� irrr C � } .-- rn 0 5157" -0.98' 40-98' D 4 J� r z, 0 N ^wry 3: Nib PRIN4ARY 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; l.) 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:\52790Uxga1\PREL- P1AT.rtf June 7, 2006 (R) 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.S.S.E. &L.M.A.E. DRAINAGE UTILITY SANITARY SEWER EASEMENT & W LANDSCAPE MAINTENANCE ACCESS EASEMENT B. L. BUILDING LINE C. A. COMMON AREA N.A.E. NON- ACCESS EASEMENT T.P.E. TREE PRESERVATION EASEMENT ILI BUILDER SHALL INSTALL 6 -INCH SIDEWALK ACROSS DRIVEWAY. * 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. o z ~ W Z � W � � Z O 0 � fr W O J w N O J W o W U_ CLI a L Z 6' -0" BETWEEN TRANSVERSE Z N JOINTS 4$' -0" BETWEEN EXPANSION JOINTS (MAX.) 4" MIN. 6" MIN, ACROSS DRIVEWAY CONCRETE SIDEWALK NOT -TO -SCALE EXISTING POWER POLE EXISTING LIGHT POLE EXISTING ELECT. TRANSFORMER EXISTING ELECT. PEDESTAL EXISTING ELECT. METER EXISTING GUY WIRE EXISTING TELEPHONE POLE EXISTING TELEPHONE PEDESTAL EXISTING TELEPHONE MANHOLE EXISTING CABLE T.V. POLE EXISTING CABLE T.V. PEDESTAL EXISTING TRAFFIC SIGNAL POLE EXISTING TRAFFIC MANHOLE EXISTING TRAFFIC CONTROL BOX EXISTING GAS VALVE EXISTING GAS METER EXISTING WATER METER EXISTING WATER VALVE EXISTING FIRE HYDRANT EXISTING MAILBOX BACK OF CURB GRADED LAWNS TOP SOIL 5'- 0" MIN. VICINITY MAP (N.T.S.) V -0" R/W LI 1 1-111 -I I I -1 L'' MIN. 4" _J I MIN. 3'-J * BACKFILL PREPARED SUBGRADE PROPERTY LINE TYPICAL SIDEWALK SECTION NOT-TO-SCALE 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. Now 5 0„ 4'- W Z J °C SIDEWALK 4" THICK SLOPE 1/4" FT. i IV 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. INSTALLED UNDER CURB ON BOTH SIDES OF STREET 50' R/W SOIL MmB2, MmA,MmC2 SOILS MAP (N.T.S.) SITE DATA 0 In Uri Obq2- rz 0 IZ W WW mEr- Of 0::) °� °0 z - o�Q I) W U zC�w0 �Q> _WC/-)0 0 >- � Z U) (nQ� -Q (n z �o Q zW0 �I--mCtf Qz O o�Q� wzW � - > �CL 0� =LLJ Of ::) I-af 0(n SPEED LIMIT: 25 MPH LARGEST LOT DENOTES PAVEMENT RESURFACING s . ft. DENOTES HANDICAP RAMPS - - - - - PROPOSED SUB SURFACE DRAIN ❑ PROPOSED 4 "X4" CONC. MONUMENTS s . ft. q PROPOSED SEWER LINE; MANHOLE _ •�_ _ ,,,® PROPOSED STORM SEWER LINE; TOTAL ACRES CURB INLET, MANHOLE & END SECTION W PROPOSED WATER LINE . -_..:. �.,... -., . �.:. EXISTING FLOW LINE TOTAL COMMON AREA EXISTING BURIED ELECTRIC LINE ti EXISTING OVERHEAD ELECTRIC LINES > EXISTING BURIED TELEPHONE LINE b EXISTING TELEPHONE LINE - - EXISTING BURIED CABLE T.V. LINE - - - ° EXISTING CABLE T.V. LINE LL1 EXISTING GAS LINE .:..:. EXISTING WATER LINE i . EXISTING SANITARY SEWER LINE; MANHOLE !� EXISTING SANITARY CLEANOUT w EXISTING STORM SEWER LINE; MANHOLE & ENDSECTION EXISTING CURB INLET W EXISTING BEEHIVE OR ROUND INLET Q EXISTING SQUARE FLAT INLET � EXISTING FENCE LINE BUILDER SHALL INSTALL 6 -INCH SIDEWALK ACROSS DRIVEWAY. * 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. o z ~ W Z � W � � Z O 0 � fr W O J w N O J W o W U_ CLI a L Z 6' -0" BETWEEN TRANSVERSE Z N JOINTS 4$' -0" BETWEEN EXPANSION JOINTS (MAX.) 4" MIN. 6" MIN, ACROSS DRIVEWAY CONCRETE SIDEWALK NOT -TO -SCALE EXISTING POWER POLE EXISTING LIGHT POLE EXISTING ELECT. TRANSFORMER EXISTING ELECT. PEDESTAL EXISTING ELECT. METER EXISTING GUY WIRE EXISTING TELEPHONE POLE EXISTING TELEPHONE PEDESTAL EXISTING TELEPHONE MANHOLE EXISTING CABLE T.V. POLE EXISTING CABLE T.V. PEDESTAL EXISTING TRAFFIC SIGNAL POLE EXISTING TRAFFIC MANHOLE EXISTING TRAFFIC CONTROL BOX EXISTING GAS VALVE EXISTING GAS METER EXISTING WATER METER EXISTING WATER VALVE EXISTING FIRE HYDRANT EXISTING MAILBOX BACK OF CURB GRADED LAWNS TOP SOIL 5'- 0" MIN. VICINITY MAP (N.T.S.) V -0" R/W LI 1 1-111 -I I I -1 L'' MIN. 4" _J I MIN. 3'-J * BACKFILL PREPARED SUBGRADE PROPERTY LINE TYPICAL SIDEWALK SECTION NOT-TO-SCALE 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. Now 5 0„ 4'- W Z J °C SIDEWALK 4" THICK SLOPE 1/4" FT. i IV 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. INSTALLED UNDER CURB ON BOTH SIDES OF STREET 50' R/W SOIL MmB2, MmA,MmC2 SOILS MAP (N.T.S.) SITE DATA 0 In Uri Obq2- rz 0 IZ W WW mEr- Of 0::) °� °0 z - o�Q I) W U zC�w0 �Q> _WC/-)0 0 >- � Z U) (nQ� -Q (n z �o Q zW0 �I--mCtf Qz O o�Q� wzW � - > �CL 0� =LLJ Of ::) I-af 0(n 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. q TOTAL LOTS 34 D z TOTAL ACRES 20.442 AC. GROSS DENSITY 1.66 U A TOTAL COMMON AREA 3.98 Ac. ± PRESENT ZONING PUD > 1.5" HMA #11 SURFACE 2" HMA #8 BINDER 3" HMA #5D BASE 7" #53 COMPACTED STONE aREaaaEO suecRnoE PAVEMENT COMPOSITIONS INTERIOR PUBLIC STREETS (T*Y*P,) NOT-TO-SCALE GRAPHIC SCALE 100 0 50 100 200 400 TYPICAL STREET CROSS - SECTION NOT -TO -SCALE NOTE: PAVING TO BE COMPLETED IN ONE PAVING SEASON JLvrt: 1/4'" / FT ( IN FEET ) 1 inch - 100 ft. 4' -0" 5' -0" SIDEWALK 4" HICK SLOPE 1/4" FT. ..ur-%o TYPE I -6" S.S.D. DOUBLE WALL HANDCORE HI -Q OR EQUIVALENT TO BE INSTALLED UNDER CURB ON BOTH SIDES OF STREET MATERIAL W Z M 1' -0" CD CD CD >_ Of (Y- o- m Y Y Y Z 0 0 0 Z M 0 w Cf) 0 z 0 o Cf) ° W LLI X [if 0 Q V) I W F 0 } o 0 J QJ 0 0 w w w V) (,r) U) w w w rz o- o- LLJ Q Q N 0 0 ot''' x5 •........., �s als Lc' No. .0_ 900012 _ •: STATE OF 0 •'. ft • ' �� R Q0 0 Q z Q D z \ w o In > I-- __J Q E 0 Q J LL1 z LL_ !� w W Q � z LLJ U • Co.) J ry � - 0 � Z U w LLJ `n O -4- CV I M LCD W rD O I C)) d- �� Q (_0 00 O z Q z r- °' V) � DDO SHEET N0. 1 3 �- x 00 N Cn A3 V) '� Ln °o 00 LLJ LLJ a m Ln 1 a3 a� z -' -' a0 - LLJ o r- ►� o _J C U) r- W _z - W Ln o .� c0 - W V) C:) Z 0 � U Q z Q D z 0 U w o > I-- __J Q 0 Q J � z !� w W Q � z J � LLl � Z U a- z 0 Q J U DNM. BY CK. BY KRG DDO SHEET N0. 1 OF SHEETS S &A JOB NO. 52790CRW