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HomeMy WebLinkAbout03080031 Heather Knoll Primary Plat pg. 2AVERAGE LOT SIZE 11,312 Sq.Ft SMALLEST LOT 10,000 Sq.Ft LARGEST LOT 15,108 Sq.Ft TOTAL LOTS 57 TOTAL ACRES 32.588 Ac. GROSS DENSITY 1.75 U/A TOTAL COMMON AREA 12.448 Ac.± PRESENT ZONING S-1 SUBMITTAL DATE 08/22/03 ALLOW. DENSITY 1.75 U/A r i 'Ir S 4". T r a, I I 7 I \J i A y e 7 Zi 6 f i r...." 1 e 1 I 1,1 I .4 ,./Th )1 t WE T: 141ST -4- C, 2. 1,..i.- ‘./.1 -1-1•P'C\11C-:14r.1.. c; _1 _.1.. C.C\ P r.) c j k 1 i E k 1 c A THIS INSTRUMENT PREPARED BY: DENNIS D. OLMSTEAD STOEPPELWERTH AND ASSOCIATES INC. 9940 ALLISONVILLE ROAD P.O. BOX 509007 INDIANAPOLIS, INDIANA 46250 PHONE: (317) 849-5935 THIS INSTRUMENT PREPARED FOR: PITTMAN PARTNERS P.O. BOX 554 CARMEL, INDIANA 46082 PHONE: (317) 580-9693 CONTACT: STEVE PITTMAN S.E. COR., N.E. 1/4, SEC. 20, T.18N., R.3E. VA' 125.00 -ott 4 22'08"W 88- 76.23' D.E. L.M.A.E. 109.61' 2.-0-1' 20.34 ',55.97 80.00 B.L 80.00 80.00' 80.00' 80. m N00'05'16"W 20' D.U.&S.S.E, 80.00' 80.00 80.00' 15' 20' D.&U.E. 80.00' 80.00' 627.22' 736.83' 01'26"W 80.00' 80.00' 82.00' 80.00' 80.00' 80.00' D.U.&S.E. 80.00' 82.00' .00 00Z 325.97 654.87 S002911"E POND #2 68,911. s ft. sor 5 6 22 v4 NOW OR :i:.ORMERLY MATT BBARD INSTR. No.;495-22232 s k 2-54' 80.00 15' D.E. 95.00 10,427 sq. ft. N0023'21 "W 125.00' N00 125.00" 11,933 sq. ft. 25' L.M.A.E. 80.00 :111MInerin1111111111111 WIRIMEN1111 20 D.U.&S.S.E. 25' B.L. 1 162111 r) 0 Cr 8 (A V ci- t•-) o N. vi I n, I...- co ai j It) I rfl =r) 4. 0 c 8 0 CO CO i CO 0 Z 1 2 i 3. 5 D: M A. E. 80.00' 25 L NO0'0226"E 91.08' 80.00' 20 D.U.&S.S.E. 734.95' 408.98' 80.00' NO OR FORMER Y U RGE RICHAR OELLA STAM ER STR. No. 89 8950 NO0'05 "-W •348.50!- 18.81' r0 03 z GENERAL NOTES: SPEED LIMIT: 25 MPH NOW OR FORMERLY OWEN L. RUTH ANN HUTSON INSTR. No. 97-52455 S00'02'26 294.08' DOUBLE ACRE ESTATE INSTR. No. 96-10053 P.C. 1, SLIDE 666 NOW OR FORMERLY ROBERT ALLEN KOWICH INSTR. No. 98-51926 NOW OR FORMERLY MATTHEW E. HUBBARD INSTR. No. 99-65506 N. W. COR., N.E. 1/4, SEC. 20, T.18N., R.3E. SITE DATA Tat 1) ALL WELLHEADS WILL BE ABANDONED BY STATE HEALTH PROCEDURES DURING CONSTRUCTION. PERMITTED DENSITY BASE DENSITY [1+1.5(0SP-SOSR)] PERMITTED DENSITY 1.3 [1+1.5(38%-15%)] PERMITTED DENSITY 1.75 000 25 D.E. D.U.&S.E. D.U.&S.S.E. D.&U.E. N.A.E. B.L. C.A. OSP SOSR D.U.&L.M.A.E. LEGEND EXISTING TREE LINE EXISTING STORM SEWER EXISTING SANITARY SEWER ----915 EXISTING CONTOUR PROPOSED SANITARY SEWER IF-- --44 PROPOSED STORM SEWER w PROPOSED WATER LINE PROPOSED SWALE OMR MI Mil PROPOSED PATH LEGEND LOT NUMBER DRAINAGE EASEMENT DRAINAGE UTILITY SEWER EASEMENT DRAINAGE UTILITY SANITARY SEWER EASEMENT DRAINAGE UTILITY EASEMENT NON-ACCESS EASEMENT BUILDING LINE COMMON AREA OPEN SPACE IN THE SUBMITTED PLAT STANDARD OPEN SPACE REQUIREMENT PERCENTAGE DRAINAGE UTILITY LANDSCAPE MAINTENANCE ACCESS EASEMENT HEATHE PRI 3,544. sq.ft. VAR. D.U.S.S.&L.M.A.E. 5' CONC. WALK 10' 1" H.A. SURFACE 3" H.A. BINDER 9" COMPACTED #53 STONE BASE LINE, N.E. 1/4, SEC. 20, T.18N., R.3E. NOW OR FORMERLY ARLET CLAUDIA V. PRYOR INSTR. No. 88-20835 NO0'05'16"W 1988.61' 2'-0" OF5.1 kr FT. WEIMningel=11#11.=i17411=- "rn SOCT02'26"W 50' 30' BITUMINOUS st_p_EL__1/4" FT. R/W PAVEMENT SURFACE LEGAL DESCRIPTION SLOPE: 1/4" FT. I II PREPARE SUBGRADE COMPACTED TO 98% STANDARD PROCTER 2'-0" CONC. CURB TYPICAL STREET CROSS SECTION NOT T SCALE o P 0, N ip 0 co z 25' LM.A.E. 15' D.E. 80.00' 80.00' A part of the ortheast Quarter of Section 20, Township 18 North, Range 3 East, Clay Township, Hamilton County, Indiana, more particularly described as follows: Beginning a‘the Southwest corner of said Quarter Section; thence North 89 degrees 32 minutes 44 seconds East along tlie South line of said Quarter Section 503.70 feet; thence North 00 degrees 05 minutes 16 seconds Wet 348.50 feet; thence North 89 degrees 32 minutes 44 seconds East parallel to the South line of said Quarterection 125.00 feet; thence North 00 degrees 05 minutes 16 seconds West 1,988.61 feet to a point 294.0a feet South 00 degrees 02 minutes 26 seconds West measured parallel with the West line of said Quarterection from the North line of said Quarter Section; thence South 89 degrees 30 minutes 49 seconds Wei parallel to the North line of said Quarter Section 623.47 feet to the West line of said Quarter Section; the*e South 00 degrees 02 minutes 26 seconds West along said West line 2,336.81 feet to the place of begOning, containing 32.588 acres, more or less. S 147175UegaltitfPREL- July 29,2003 NOTE: 0.10 0.15 GAL./SQ. YD. OF TYPE AE-T ASPHALT EMULSION TO BE APPLIED BETWEEN EACH LAYER OF BITUMINOUS MATERIAL STONE, AND FACE OF CURBS. TACK COAT (PER ISHA SPEC'S.) 10' ALL PAVING TO COMPLY WITH SECTION 401.5 OF THE I.N.D.O.T. SPECIFICATIONS BOOK 5' CONC. WALK SLOPF 1/4. FT. 15' D.E. 80 007 V APPROXIMATE LOCATION OF THE STULTZ ALMOND LEGAL DRAIN EASEMENT (75' ON BOTH SIDES OF THE FIELD TILE) AS SCALED FROM COUNTY SURVEYOR'S LEGAL DRAIN MAPS (WILL BE RECONSTRUCTED/ ABANDONED AS PART OF THE TRAILS AT HAYDEN RUN AL\■\\■■•■110. 411111b. #11Ejtaligli.WARIT.Olf. I. ma ntra....11. 4=B:=- m=i1,=.11:=.11#1114 1 S.S.D. TO BE INSTALLED UNDER CURB BOTH SIDES OF STREET 438.88' Lu CO SO N 0 to V 80.00' 25' L.M.A.E. 1 D.E. 80.00' •1111, C.A. 143,844. sq.ft. VAR. D.U.S.SAL.M.A.E. ?A, tov NOW OR FORMERLY THOMAS M. LAURA M. KING, TRUSTEES THOMAS M. LAURA M. KING LIVING TRUST INSTR. No. 97-13300 GRAPHIC SCALE IN FEET 1 inch 100 ft. C.A. 100,260. sq.ft. VAR. D.U.&L.M.A.E- 78. &L.M.A.E S.E. COR., N.E. 1/4, SEC. 20, T.18N., R.3E. co 01 0 P.O.B. S.W. COR., N.E. 1/4, SEC. 20, T.18N., R.3E. Li Li U) U) It (4- CONNECT TO RECONSTRUCTED STULTZ ALMOND LEGAL DRAIN EASEMENT LOCATED 3,244'± EAST WESTWOOD ESTATES. NOW OR FORMERLY TYNER FAMILY PARTNERSHIP, L.P. INSTR. No. 95-566104 NOW OR FORMERLY BOB D. BOONE P.B. 238, PG. 101 VICINITY MAP NOT TO SCALE SOILS MAP NOT TO SCALE '231 0 11 aJ LU I- 00 0 N Li z E3 _J 0 LU LU z 0 z -J Li SHEET NO. 1 OF 1 SHEETS JOB Na 47175