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Home My WebLink About04100001 Cherry Creek Estates, Secondary Plat, pg 01CURVE TABLE CURVE RADIUS LENGTH TANGENT CHORD CHORD BEARING DELTA C -1 500.00' 328.01' 170.15' 322.16' N70 °49'36 "E 37 °35'13" C -2 20.00' 29.81' 18.46' 27.13' S28 °13'32 "W 85 °24'36" C -3 20.00' 29.80' 18.45' 27.12' N57 °09'55 "W 85 °22'18" C -4 150.00' 38.73' 19.47' 38.62' N07 °04'56 "W 14 °47'41" C -5 20.00' 31.17' 19.76' 28.11' N44 °58'03 "E 89 °18'18" C -6 20.00' 26.47' 15.58' 24.58' S37 °36'03 "E 75 °49'54" C -7 20.00' 36.36' 25.68' 31.56' S52 °23'57 "W 104 °10'06" C -8 20.00' 31.66' 20.24' 28.46' N45 °01'57 "W 90 °41'42" 0-9 150.00' 38.91' 19.57' 38.80' N82 °56'54 "W 14 °51'48" C -10 150.00' 37.09' 18.64' 37.00' S82 °36'03 "E 14 °10'06" C -11 20.00' 31.33' 19.91' 28.22' N45 °11'19 "E 89 °44'49" C -12 20.00' 31.50' 20.09' 28.35' N44 °48'41 "W 90 °15'11" C -13 150.00' 234.95' 149.33' 211.66' N45 °11'24 "E 89 °44'40" 0-14 150.00' 234.46' 148.85' 211.31' S45 °09'32 "E 89 °33'29" 0 -15 20.00' 27.50' 16.43' 25.39' S84 °17'29 "W 78 °47'25" 0-16 150.00' 117.38' 61.88' 114.40' S22 °28'45 "W 44 °50'03" C -17 20.00' 31.57' 20.15' 28.39' S44 °50'28 "W 90 °26'31" 0 -18 20.00' 31.26' 19.85' 28.17' S45 °09'32 "E 89 °33'29" SURVEYOR CURTIS C. HUFF STOEPPELWERTH ASSOCIATES, INC. 9940 ALLISONVILLE ROAD FISHERS, INDIANA 46038 PHONE (317) 849 -5935 OWNER /SUBDIVIDER PLATINUM PROPERTIES L.L.C. 9551 DELEGATES ROW INDIANAPOLIS, INDIANA 46240 PHONE: (317)- 818 -2900 SUBMISSION DATE: 9/30/04 SOURCE OF TITLE: WARRANTY DEED INSTRUMENT: 200300032971 CARMEL /CLAY PLAN COMMISSION NOS. PRIMARY PLAT DOCKET NO. (152- 02 -PP) SECONDARY PLAT DOCKET NO. 04100001 SP MONUMENTS DENOTES A "COPPERWELD" 5/8" DIA.STEEL ROD 24" LONG WITH 1 -1/2" DIA. TAPERED BRASS CAP HAVING A CUT "X" IN TOP SET FLUSH WITH THE FINISH STREET SURFACE. DENOTES A 4 "X4 "X36" LONG PRECAST CONCRETE MONUMENT MARKED ON TOP WITH AN IRON OR COPPER DOWEL SET FLUSH WITH THE MONUMENT, SCORED ON TOP WITH A CROSS. O DENOTES A 5/8" DIA. REBAR 36" LONG WITH CAP SET. UJ O z LJ z U) 00 Li] 'IT- N F LJ U J Curtis C. Huff Registered Land Surveyor No, S0348 S89°58' 42"E 75.01' CHERRY CREEK ESTATES SECTION 5 SECONDARY PLAT CHERRY CREEK ESTATES SECTION 18 REPLAT INST. #200300126463 P.C. #3, SLIDE #315 S89 °57'34 "E 300.35 SW CORNER SW 1/4 SEC.22, T18N, R4E NO MON. FOUND ESTABLISHED USING MONUMENTS FOUND IN PLAT OF DELAWARE TRACE SEC.2 25 D.U. &S.S.E. D.U. &S.E. D. &U.E. L.M. A. E. S.L.E. D.E. B.S.L. N.R. N.A.E. R/W C.A. P.I.E.E. T.P.E. No 80040348 STATE OF LEGEND S 89 °58'42 "W 446.91 v 1577.43' LOT NUMBER DRAINAGE. UTILITY SANITARY SEWER EASEMENT DRAINAGE UTILITY SEWER EASEMENT DRAINAGE UTILITY EASEMENT LANDSCAPE, MAINTENANCE ACCESS EASEMENT SIGN LANDSCAPE EASEMENT DRAINAGE EASEMENT BUILDING SETBACK LINE NON RADIAL NON ACCESS EASEMENT RIGHT OF WAY COMMON AREA (SEE COVENANTS) PEDESTRIAN INGRESS EGRESS EASEMENT TREE PRESERVATION EASEMENT CI- ERRY CREEK ESTATES SECTION 2 INST. #200400051680 P.C. #3, SLD. #452 50 25 N) O 0 O O S89 °58'42 "W A S89 °58'42 "W 121.35' IROQUOIS LANE PECOS DRIVE THORNWOOD DRIVE CHERRY CREEK BOULEVARD SEC. 5 KEY MAP 1"=2000' GRAPHIC SCALE 50 100 IN FEET 1 inch 50 ft. CHERRY CREEK ESTATES SECTION 4 INST. #200500009933 P.C. #3, SLD. #580 S89 °56'16 "E 450.00' N) O O U) A 44 °5003" R= 175.00' L= 136.94' T= 72.19' MISSISSNEWA DRIVE RED CEDAR WAY PADDLE DRIVE L =29 °13'48" R= 175.00' L= 89.28' T=45.63' A= 74 °30 22 R= 20.00' L= 26.01' 1=15.21' W 1) 0 0 0 z 200 JP� co co 0 V) O w 0 0' P/ (P\ 0 N cJ C 0 140.02' L- T co q\- N 4 �t C -15 e 27.50' 80.95' VAR. D.U. &S.E. 92.92' IROQUOIS LANE 91.61' 265 16,596 sq. ft. 110.65' N 138.12' 0 cfl N 25' 20' 20' D.0 25' 15' D.0 253 18,048 sq. ft. 2\ D U &S 61.83 S E 25 B.S.L. D. &U.E. &S.S.E. B.S.L. 0 0 6 &S.E. 90.00' 15' D.0 20' T.P.E. 90.00' 13.22' 251 15,090 sq. ft. ZONING: 51 -ROSO S.Y. MIN.= 3' MIN. 6' BETWEEN HOUSES 90.00' 90.00' 264 13,500 sq. ft. &S.E. 90.00' z 0 0 boo w 254 0 13,950 sq. ft. m 29.45' 20' 20' D. &U.E. 90.00' D. &U. E. 0 O 90.00' 90.00' N 250 14,875 sq. ft. u1 0 0 25' 90.00' 90.00' 263 0 13,500 sq. ft. B.S.L. PADDLE DRIVE 20' D.U. &S.S.E. 5' B.S.L. N co 6 25 90.00' 20' 20' D.U. 25' B.S.L 255 13,950 sq. ft. 90.00' B.S.L. D. &U.E. S.S.E. 0 262 0 13,500 sq. 90.00 15' D.0 &S.E. 90.00' 90.00' S89'56'16 "E 7 15' D.0 249 14,875 sq. ft. 20' D. &U.E. 20' T.P.E. 90.00' cn cn 0 0 20' D 90.00' 90.00' &S.E. z O 0 0 13 &U.E. S89'56'16 "E 4 SHEET 1 OF 6 N89°56