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HomeMy WebLinkAbout05080016-18 Windsor Grove II Plat Rcv. 2/8/2006 DOCSt L cv a N N N �O t� O 0 N N LL 0 w cm a 13 a 0 0 m cm i N U) In S N Ln I SURVEY & PLAT PREPARED BY: DENNIS D. OLMSTEAD STOEPPELWVERTH & ASSOCIATES, INC. 9940 ALLISONVILLE ROAD FISHERS, INDIANA 46038 PHONE (317) 849 -5935 OWNER /SUBDIVIDER: STEVEN A WILSON INC 1 937 25 KEYSTONE WAY CARMEL, INDIANA 46082 D. U. &S. S.E. D. &U.E. PHONE: (.317) 920 -1616 L.M.A. E. 180.00' R.D. &U.E. I m D. E. SUBMISSION DATE: B.S.L. I C. A. SOURCE OF TITLE: N.A.E. WARRANTY DEED INSTRUMENT: R.D.E. PRIMARY FLAT DOCKET: 131 -03 P.A.E. SECONDARY PLAT DOCKET: No. 006010006 SP 2 I SECONDARY PLAT AMENDMENT DOCKET: I NOTE: I = N DECORATIVE S'C NS, SPRINKLER SYSTEMS, TREES, LANDSCAPING NAJUNDS, LIGHT POLES OR OTHER SUCH AMLNITIES ARE NOT PERMITTED IN THE RIGHT -OF -WAY. I I P.O.R. N.W. COR., N.E. 1/4, SEC. 8, T.17N., R.H. DD SOR SRO E LEGEND LOT NUMBER DRAINAGE, UTILITY & SANITARY SEWER EASEMENT DRAINAGE & UTILITY EASEMENT LANDSCAPE, MAINTENANCE ACCESS EASEMENT REGULATED DRAIN & UTILITY EASEMENT MONUMENTS DRAINAGE EASEMENT BUILDING SETBACK LINE © DENOTES A BRASS, IRON, OR STEEL PIN, 1/2" MIN. DIA., COMMON AREA 24 "LONG WITH 1 -1/2" DIA. TAPERED BRASS CAP NON— ACCESS EASEMENT HAVING A CUT "X" IN TOP SET FLUSH KITH THE FINISH REGULATED DRAINAGE EASEMENT STREET SURFACE. PEDESTRIAN ACCESS EASEMENT o DENOTES A 4 "X4 "X36" LONG PRECAST CONCRETE, STONE, OR POURED IN PLACE MONUMENT WITH A CROSS CAST IN THE TOP OR AN IROV OR COPPER DOWEL SET FLUSH WITH THE TOP OF MONUMENT AND TO BE SET WITH THE FINISH GRADE. O DENOTES A 5/8" DIA. REBAR 36" LON3 WITH CAP SET. � 106TH STREET N89'01'38 "E 978.29' N. LINE, N.E. 1/4, SEC. 8, T.17N., R.H. 60 0 30 60 MEN 1 INCH = 60 FT. Dennis D. Olmstead Registered Land Surveyor No. 900012 xS No. *7 _ o_ 900012 STATE OF ' 4Z. - •. �NDIANP • ' Su RV '/11 "1111111110% %% -11 S89'01'38 "W 525.83' S$9'01'38 "W 100.05' N89'01'38 "E 74.76' — - P�80'(�l••'38 "E--- 698 -��' ' �— C-13 �5' N.A.E. �, ryo^iry��a 5' N.A.E. 5' N.A.E. tK SSZs• ,O 20 D E cD O o 0 . &U 30' R.D. &U.E. s ?�� 20' D.& 6.• (O Go r7 N LO ro o - 3 — 40' B.L. (6 0 9 w I 00 30' R.D. &U.E. N 34.67' 4.67' ei 1 6 I 8 R W s7 . am I N •� 03 Og f I � C.A. #1 I26,607 sq. ft. I VAR. D.U.S. &L.M.A.E. r- -12 > W I I I � • 00 0 00 I 0 c0 N89'41'31 "W I 178.56' N N 00 a I o aye ~ I N Lj W rN I� , m I I Z I23,400 sq. ft. I I o rn I � I I I N N N 33 - N N 40' B.L. 30' R.D. &U.E. "' �, 40' B.L. j j N tO 30' R.D. &U.E. N89'01'38 "E 289.98' z No N89'01'3$" o �; o 30.00 $ ao o f � 589'01'38 W 82 40 r^ S8 '01'38"W 177.52' -30' R.D. &U.E. w00 �AKE #1 3 12,921 sq. ft. I� S89'41'31 "E 170.70' 15' D. E. I � r? I 30 N89'41'31 "W N I 19,452 sq. ft. J 180.00' Li 50' W I m ILd I o I I QII I ,„ 42 48 E I N82' 172.21' 2 I c0 o I Sri 24,380 sq. ft. `r I = N I o z r I I 0 L I I � 29 10' R.D.&U•E• — — --- r- 25,480 sq. ft. I— SB4'08 07 "W 182.07' - -� ki I.E. n 6' A =6210 03 C A #2 R= 38.29' :0 r ij '�N b 192,454 sq. ft. T =23.08' N VAR. D.U.S. &L.M.A.E. N87'06'45 "W j 7.00' t ` l "04 ' ' 43.06 S89'41'31 EXISTING POND 15' D. E. t ^ O f z 23 37,143 sq. w) U') ! N 3 a > 24 27,720 sq. ft. I; a I / 32' 4 C-10 0 4 5� 00, '1h 124.90' 25 C.A 3 28,780 sq. ft. 21034 q. ft. AR. D U.S.S. SHEET 1 OF 7 ,r-1 -v �v cu Q N M N O to O O N to N n LL 0 N LU C7 Q a O a O O m rn v N V) Ln V_ to N Ln SURVEY & PLAT PREPARED BY: DENNIS D. OLMSTEAD STOEPPELWERTH & ASSOCIATES, INC. 9940 ALLISONVILLE ROAD FISHERS, INDIANA 46038 PHONE (317) 849 -5935 OWNER /SUBDIVIDER: STEVEN A. WILSON, INC. 937 KEYSTONE WAY CARMEL, INDIANA 46082 PHONE: (317) 920 -1616 SUBMISSION DATE: SOURCE OF TITLE: WARRANTY DEED INSTRUMENT: PRIMARY PLAT DOCKET: 131 -03 SECONDARY PLAT DOCKET: No. 006010006 SP SECONDARY PLAT AMENDMENT DOCKET: NOTE: DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPING MOUNDS, LIGHT POLES OR OTHER SUCH AMENITIES ARE NOT PERMITTED IN THE RIGHT -OF -WAY. .13 i -12 F.7 rnQ in NA Aj Q J n L r � 106TH STREET NDSOOR �F:�OO VE II LEGEND 25 LOT NUMBER MONUMENTS D.U. &S.S.E. DRAINAGE, UTILITY & SANITARY SEWER EASEMENT D. &U.E. DRAINAGE & UTILITY EASEMENT 0 DENOTES A BRASS, IRON, OR STEEL PIN, 1/2" L.M.A.E. LANDSCAPE, MAINTENANCE ACCESS EASEMENT MIN. DIA., 24 "LONG WITH 1 -1/2" DIA. TAPERED BRASS R.D. &U.E. REGULATED DRAIN & UTILITY EASEMENT CAP HAVING A CUT "X" IN TOP SET FLUSH WITH THE D.E. DRAINAGE EASEMENT FINISH STREET SURFACE. B.S.L. BUILDING SETBACK LINE 60 0 30 60 C.A. COMMON AREA N.A.E. NON— ACCESS EASEMENT o DENOTES A 4 "X4 "X36" LONG PRECAST CONCRETE, STONE, R.D.E. REGULATED DRAINAGE EASEMENT OR POURED IN PLACE MONUMENT WITH A CROSS CAST IN 1 INCH = 60 FT. P.A.E. PEDESTRIAN ACCESS EASEMENT THE TOP OR AN IRON OR COPPER DOWEL SET FLUSH WITH THE TOP OF MONUMENT AND TO BE SET WITH THE FINISH GRADE. N89 °01'38 "E 978.29' 1. i r- K i r 4 / A ("rn Q T 1_7t\1 D ZC O DENOTES A 5/8" DIA. REBAR 36" LONG WITH CAP SET. Dennis D. Olmstead Registered Land Surveyor No. 900012 I SRA'Sri'49 "F \5 0•... �Ms� ,.�� ; OXSTE49 . a N0. :7 :o. 900012 STATE OF ' ��'•• i M �SU Rv,,```.``��. SHEET 2 OF 7 7! ,--1 L fp f0 Q V_ N d' O t� O O N t�0 N C n LL. O w cm a a a O O m rn i N V) Ln N in SURVEY & PLAT PREPARED BY: DENNIS D. OLMSTEAD STOEPPELWERTH & ASSOCIATES, INC. 9940 ALLISONVILLE ROAD FISHERS, INDIANA 46038 PHONE (317) 849 -5935 v ii NDSOR GR OVE OWNER /SUBDIVIDER: STEVEN A. WILSON, INC. 937 KEYSTONE WAY CARMEL, INDIANA 46082 PHONE: (31:7) 920 -1616 SUBMISSION DATE: SOURCE OF TITLE: WARRANTY DEED INSTRUMENT: PRIMARY PLAT DOCKET: 131 -03 LEGEND SECONDARY PLAT DOCKET: No. 006010006 SP SECONDARY PLAT AMENDMENT DOCKET: 25 LOT NUMBER D.U. &S.S.E. DRAINAGE, UTILITY & SANITARY SEWER EASEMENT D. &U.E. DRAINAGE & UTILITY EASEMENT L.M.A.E. LANDSCAPE, MAINTENANCE ACCESS EASEMENT NOTE: R.D. &U.E. REGULATED DRAIN & UTILITY EASEMENT DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, D.E. DRAINAGE EASEMENT LANDSCAPING MOUNDS, LIGHT POLES OR OTHER B.S.L. BUILDING SETBACK LINE SUCH AMENITIES ARE NOT PERMITTED IN THE C.A. COMMON AREA RIGHT -OF -WAY. N.A.E. NON- ACCESS EASEMENT R.D.E. REGULATED DRAINAGE EASEMENT P.A.E. PEDESTRIAN ACCESS EASEMENT I I w L ` I 29 —1o' R. DBE• — — 25,460 sq. ft. f — S84-018v'-07"'N 182.07' \ I20 R.D. &U.E. W Z N c� 00 t� U W W N � 0 OW O Z Z W Z_ J IWj 2�9 60 0 30 60 MONUMENTS ma ® DENOTES A BRASS, IRON, OR STEEL PIN, 1/2" 1 INCH = 60 FT. MIN. DIA., 24 "LONG WITH 1-1/2" DIA. TAPERED BRASS CAP H /VING A CUT "X" IN TOP SET FLUSH WITH THE FINISH STREET SURFACE. 0 DENOTES A 4 "X4 "X36" LONG PRECAST CONCRETE, STONE, OR PO(RED IN PLACE MONUMENT WITH A CROSS CAST IN THE TO' OR AN IRON OR COPPER DOWEL SET FLUSH WITH THE TOP OF MONUMENT AND TO BE SET WITH THE FINISH GRADE. 0 DENOIES A 5/8" DIA. REBAR 36" LONG WITH CAP SET. �S° C -15 \6F °°' 31.42' �`3sr 2� \ e 0 to OR r; LO CD N of It � \ O �/ hA 11.42' C -5 J 26,18, C-) w ti ck, \ F SHEET 3 OF 7 1 7! L .o co Q O� N O 0 O N N n LL. O w a Q1 a 0 0 m rn 5 N V) Ln Z6 i m SURVEY & PLAT PREPARED BY: DENNIS D. OLMSTEAD STOEPPELWERTH & ASSOCIATES, INC. 9940 ALLISONVILLE ROAD FISHERS, INDIANA 46038 PHONE (317) 849 -5935 AVND R -R. SO Q OVI_ OWNER /SUBDIVIDER: 0 STEVEN A. WILSON, INC. Z 937 KEYSTONE WAY O LO CARMEL, INDIANA 46082 PHONE: (317) 920 -1616 SUBMISSION DATE: �o N''� SOURCE OF TITLE: WARRANTY DEED INSTRUMENT: PRIMARY PLAT DOCKET: 131 -03 LEGEND SECONDARY PLAT DOCKET: No. 006010006 SP SECONDARY PLAT AMENDMENT DOCKET: 25 LOT NUMBER D.U. &S.S.E. DRAINAGE, UTILITY & SANITARY SEWER EASEMENT D. &U.E. DRAINAGE & UTILITY EASEMENT NOTE: L.M.A.E. LANDSCAPE, MAINTENANCE ACCESS EASEMENT R.D. &U.E. REGULATED DRAIIN & UTILITY EASEMENT DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, D.E. DRMNAGE EASEMENT LANDSCAPING MOUNDS, LIGHT POLES OR OTHER B.S.L. BUILDING SETBACK LINE SUCH AMENITIES ARE NOT PERMITTED IN THE C.A. COMMON AREA RIGHT —OF —WAY. N.A.E. R.D.E. NON- ACCESS EASEMENT REGULATED DRAINAGE EASEMENT P.A.E. PEDESTRIAN ACCESS EASEMENT 4 i sq. ft. / 089, r� Sp, / \ s yep ,S p ot& \ / C -15 31.42' Ir A �8. \ 31.42' / C -5 \ I 0 60 0 30 60 MONUMENTS - O DENOTES A BRASS, IRON, OR STEEL PIN, 1/2" 1 INCH = 60 FT. MIN. DIA., 24 "LONG WITH 1 -1/2" DIA. TAPERED BRASS CAP H /VING A CUT "X" IN TOP SET FLUSH WITH THE FINISH STREET SURFACE. El DENOTES A 4 "X4 "X36" LONG PRECAST CONCRETE, STONE, OR POIRED IN PLACE MONUMENT WITH A CROSS CAST IN THE TC' OR AN IRON OR COPPER DOWEL SET FLUSH WITH THE TCP OF MONUMENT AND TO BE SET WITH THE FINISH GRADE. 0 DEN07ES A 5/8" DIA. REBAR 36" LONG WITH CAP SET. Z., F O N c0 N 00 O O V) SHEET 4 OF 7 -1 0 Z O LO Ln 09 Gn �o N''� 4 i sq. ft. / 089, r� Sp, / \ s yep ,S p ot& \ / C -15 31.42' Ir A �8. \ 31.42' / C -5 \ I 0 60 0 30 60 MONUMENTS - O DENOTES A BRASS, IRON, OR STEEL PIN, 1/2" 1 INCH = 60 FT. MIN. DIA., 24 "LONG WITH 1 -1/2" DIA. TAPERED BRASS CAP H /VING A CUT "X" IN TOP SET FLUSH WITH THE FINISH STREET SURFACE. El DENOTES A 4 "X4 "X36" LONG PRECAST CONCRETE, STONE, OR POIRED IN PLACE MONUMENT WITH A CROSS CAST IN THE TC' OR AN IRON OR COPPER DOWEL SET FLUSH WITH THE TCP OF MONUMENT AND TO BE SET WITH THE FINISH GRADE. 0 DEN07ES A 5/8" DIA. REBAR 36" LONG WITH CAP SET. Z., F O N c0 N 00 O O V) SHEET 4 OF 7 -1 ,-i .0 �a ca a n Ln N O t� O O N N LL 0 Ln W a a vi a O O m rn -v N U) Ln I N Ln i Lm SURVEY & PLAT PREPARED BY: DENNIS D. OLMSTEAD STOEPPELWERTH & ASSOCIATES, INC. 9940 ALLISONVILLE ROAD FISHERS, INDIANA 46038 PHONE (317) 849 -5935 WINDSOR OWNER /SUBDIVIDER: STEVEN A. WILSON, INC. 937 KEYSTONE WAY CARMEL, INDIANA 46082 PHONE: (317) 920 -1616 SUBMISSION DATLE: SOURCE OF TITLE: WARRANTY DEED INSTRUMENT: PRIMARY PLAT DOCKET: 131 -03 LEGEND SECONDARY PLAT DOCKET: No. 006010006 SP SECONDARY PLAT AMENDMENT DOCKET: 25 LOT NUMBER D.U. &S.S.E. DRAINAGE, UTILITY & SANITARY SEWER EASEMENT D. &U.E. DRAINAGE & UTILITY EASEMENT L.M.A.E. LANDSCAPE, MAINTENANCE ACCESS EASEMENT NOTE: R.D. &U.E. REGULATED DRAIN & UTILITY EASEMENT DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, D.E. DRAINAGE EASEMENT LANDSCAPING MOUNDS, LIGHT POLES OR OTHER B.S.L. BUILDING SETBACK LINE SUCH AMENITIES ARE NOT PERMITTED IN THE C.A. COMMON AREA RIGHT -OF -WAY. N.A.E. NON- ACCESS EASEMENT R.D.E. REGULATED DRAINAGE EASEMENT P.A.E. PEDESTRIAN ACCESS EASEMENT RO EIINI 1 60 0 30 60 MONUMENTS O DENOTES A BRASS, IRON, OR STEEL PIN, 1/2" 1 INCH = 60 FT. MIN. DIA., 24 "LONG WITH 1-1/2" DIA. TAPERED BRASS CAP HAVING A CUT "X" IN TOP SET FLUSH WITH THE FINISF STREET SURFACE. o DEN07ES A 4 "X4 "X36" LONG PRECAST CONCRETE, STONE, OR POURED IN PLACE MONUMENT WITH A CROSS CAST IN THE 70P OR AN IRON OR COPPER DOWEL SET FLUSH WITH THE TOP OF MONUMENT AND TO BE SET WITH THE FINISH GRADE. o DENOTES A 5/8" DIA. REBAR 36" LONG WITH CAP SET. S89 °00'10 "W 978.30' S. LINE, N. 1/2, N.E. 1/4, SEC. 8, T.17N., R.3E. ^�rj• J / �O o' 1 / 26,188 w ,< N / 0 On. 16 / 27,199 sq. ft. / <5) / 1 C� SHEET 5 OF 7 rl T-1 L fC Q Ln O M O t0 O O N t�0 N n n U- 0 t0 W C7 Q d O1 g a 0 0 m c, N Ln N Ln LE SURVEY & PLAT PREPARED BY: DENNIS D. OLMSTEAD STOEPPELWERTH & ASSOCIATES, INC. 9940 ALLISONVILLE ROAD FISHERS, INDIANA 46038 PHONE (317) 849 -5935 AV NDSOR GROVIF OWNER /SUBDIVIDER: CURVE RADIUS LENGTH STEVEN A. WILSON, INC. CHORD CHORD BEARING DELTA 937 KEYSTONE WAY 150.00' 140.37' 75.80' CARMEL, INDIANA 46082 S26'30'03 "E 5337'05" C -2 PHONE: (317) 920 -1616 95.25' 49.29' 93.66' SUBMISSION DATE: 36'22'55" C -3 150.00' SOURCE OF TITLE: 49.29' 93.66' N1 8'29'57 "E WARRANTY DEED INSTRUMENT: C -4 20.00' 31.42' PRIMARY PLAT DOCKET: 131 -03 28.28' S08'1 8'36"E LEGEND SECONDARY PLAT DOCKET: No. 006010006 SP 1 20.00' 31.42' 20.00' SECONDARY PLAT AMENDMENT DOCKET: N81'41'24 "E 25 LOT NUMBER 50.00' 46.36' D.U. &S.S.E. DRAINAGE, UTILITY & SANITARY SEWER EASEMENT N26'15'25 "W 53'07'48" D. &U.E. DRAINAGE & UTILITY EASEMENT NOTE: 25.00' L.M.A.E. LANDSCAPE, MAINTENANCE ACCESS EASEMENT 53'07'48" C -8 R.D. &U.E. REGULATED DRAIN & UTILITY EASEMENT DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, D.E. DRAINAGE EASEMENT LANDSCAPING MOUNDS, LIGHT POLES OR OTHER B.S.L. BUILDING SETBACK LINE SUCH AMENITIES ARE NOT PERMITTED IN THE C.A. COMMON AREA RIGHT -OF -WAY. 124.90' N.A.E. R.D.E. NON- ACCESS EASEMENT N89'41'31 "W 286'15'37" C -11 REGULATED DRAINAGE EASEMENT 15.00' 9.32' P.A.E. PEDESTRIAN ACCESS EASEMENT • -:,/ &7 i i 12 26,069 sq. ft. �O- B �O��F �69.6'F .F �h. S89 °00'10 "W 978.30' S. LINE, N. 1/2, N.E. 1/4, SEC. 8, T.17N., R.3E. 60 0 30 60 MONUMENTS ® DENOTES A BRASS, IRON, OR STEEL PIN, 1/2" 1 INCH = 60 FT. MIN. DIA., 24 "LONG WITH 1-1/2" DIA. TAPERED BRASS CAP HAVING A CUT "X" IN TOP SET FLUSH WITH THE FINISH STREET SURFACE. n DENOTES A 4 "X4 "X36" LONG PKEGAST GUNGKEIE, SIUNE, OR PCJRED IN PLACE MONUMENT WITH A CROSS CAST IN THE TDP OR AN IRON OR COPPER DOWEL SET FLUSH WITH THE i0P OF MONUMENT AND TO BE SET WITH THE FINISH GRADE. 0 DENOTES A 5/8" DIA. REBAR 36" LONG WITH CAP SET. Dennis D. Olmstead Registered Land Surveyor No. 900012 -a No. .v = 9010012 STATE OF • • �NDIANP ' CURVE TABLE CURVE RADIUS LENGTH TANGENT CHORD CHORD BEARING DELTA C -1 150.00' 140.37' 75.80' 135,31' S26'30'03 "E 5337'05" C -2 150.00' 95.25' 49.29' 93.66' S71'30'03 "E 36'22'55" C -3 150.00' 95.25' 49.29' 93.66' N1 8'29'57 "E 36'22'55" C -4 20.00' 31.42' 20.00' 28.28' S08'1 8'36"E 90'00'00" C -5 1 20.00' 31.42' 20.00' 28.28' N81'41'24 "E 90100'00" C -6 50.00' 46.36' 25.00' 44.72' N26'15'25 "W 53'07'48" C -7 50.00' 46.36' 25.00' 44.72' S26'52'23 "W 53'07'48" C -8 25.00' 124.90' 18.75' 30.00' S531 8'36 "E 286'15'37" C -9 10.00' 15.00' 9.32' 13.64' N53'18'36 "W 85'58'18" C -10 25.00' 124.90' 18.75' 30.00' N89'41'31 "W 286'15'37" C -11 10.00' 15.00' 9.32' 13.64' S89'41'31 "E 85'58'18" C -12 2.50' 7.06' 15.57' 4.94' N81*11'16 "E 161.45'33" C -13 5.33' 16.76' INFINITE' 10.67' N89'41'31 "W 180'00'00" C -14 20.00' 31.42' 20.00' 28.28' N08'1 8'36 "W 90'00'00" C -15 20.00' 31.42' 20.00' 28.28 S81'41'24 "W 90'00'00" C -16 50.00' 46.36' 25.00' 44.72' N63- 15.18 "E 53'07'48" C -17 1 50.00 1 46.36' 1 25.00' 1 44.72' S10'07'30 "W 1 53'07'48" SHEET 6 OF 7 1 I SURVEY & PLAT PREPARED BY: DENNIS D. OLMSTEAD STOEPPELWERTH & ASSOCIATES, INC. 9940 ALLISONVILLE ROAD FISHERS, INDIANA 46038 PHONE (317) 849 -5935 OWNER /SUBDIVIDER: STEVEN A. WILSON, INC. 937 KEYSTONE WAY CARMEL, INDIANA 46082 PHONE: (317) 920 -1616 SUBMISSION DATE: SOURCE OF TITLE: WARRANTY DEED INSTRUV7.NT: PRIMARY PLAT DOCKET: 131 -03 SECONDARY PLAT DOCKET: No. 006010006 SP SECONDARY PLAT AMENDMENT DOCKET: WINDSOR GROVE II I, the undersigned Registered Land Surveyor hereby certify that the included plat correctly represents a subdivision of part 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 Northeast Quarter section; thence North 89 degrees 01 minutes 38 seconds East 978.29 feet; thence South 00 degrees 18 minutes 29 seconds West 1,336.20 feet; thence South 89 degrees 00 minutes 10 seconds West 978.30 feet; thence North 00 degrees 18 minutes 29 seconds East 1,336.62 feet to the place of beginning, containing 30.006 acres, more or less, subject to all legal highways, rights —of —ways, easements, and restrictions of record. This subdivision consists of 30 lots numbered 1 -30 (both inclusive) and 6 Common Areas labeled C.A. #1 -6 (both inclusive). The size of lots and width of streets are shown in feet and decimal parts thereof. Cross — Reference is hereby made to a survey plat prepared by Weihe Engineers Inc. in accordance with Title 865, Article 1, Chapter 12 of the Indiana Administrative Code recorded as Instrument Number __________ in the Office of the Recorder of Hamilton County, Indiana. I, the undersigned, hereby certify that I am a Registered Land Surveyor, licensed in compliance with the laws of the State of Indiana and that the within plat represents a subdivision of the lands surveyed within the cross referenced survey plat, and that to the best of my knowledge and belief there has been no change from the matters of the survey revealed by the cross — reference survey on any lines that are common with the new subdivision. Witness my signature this _� day of S:/52645S2 /LEGAL /S2 -PLAT Revised 2/3/06 R(aaa) F(bkr) 7! ,--1 'v co Q M O 0 O N N C n LL 0 N W a a CM .0 O O M CM 'O i N Ln I N LA 2006. Dennis D. Olmstead Registered Land Surveyor No. 900012 �,,N4 -* 1STE %s��% a No. .a 900012 STATE OF NDIMO- "No fence, wall, hedge, tree or shrub planting which obstructs sight lines and elevations between 3 and 12 feet above the street shall be placed or permitted to remain on any corner lot within the triangular area formed by the street right —of —way lines and a line connecting points 40 feet from the intersection of said street lines or in the case of a rounded property corner, from the intersection of the street right —of —way lines extended. The same sight line limitations shall apply to any lot within ten feet of the intersection of a street right —of —way line with the edge of the driveway pavement or alley line. No driveway shall be located within 75 feet of the intersection of two street lines." There are designated parcels as shown on the within plat marked as Sanitary Sewer Easement or S.S.E., designated parcels marked as Drainage Easement, or D.E., designated parcels marked as Utility Easement or U.E. designated parcel marked as Non — Access Easement or N.A.E., and also as Landscape, Maintenance Access Easements, or L.M.A.E., either separately or in any combination of the same. Such designated parcels are hereby subjected to easements, which are hereby created and reserved for the uses defined as follows: (When easements are combined in the some strip of ground or area, all uses specified by each easement description below shall apply.) This subdivision shall be known and designated as Windsor Grove II a subdivision in Hamilton County, Indiana. All streets shown and not heretofore dedicated, are hereby dedicated to the public. In Testimony whereof, witness the signature of Owner and Declarant this day of 2006, This plat is subject to Covenants, Conditions and Restrictions for Cass Estates as Recorded in Inst. # in the Office of the Recorder, Hamilton County, Indiana. Steven A. Wilson, President Before me, the undersigned, a Notary Public in and for said County and State, personally appeared Steven A. Wilson and acknowledged the execution of this instrument as his voluntary act and deed and affixed his signature thereto. "Sanitary Sewer Easements" are hereby created for the use of the Developer, and of the Witness my signature and seal this Utility, public or private, having jurisdiction over the sanitary waste disposal system. Sanitary Sewer Easements shall be used to construct, extend, operate, inspect, maintain, reconstruct, and remove mains, ducts, or other related utility structures of sanitary sewers that are part of said system, and for Ingress and egress thereto. "Drainage Easements" are created for the use of the Developer and any governmental agency having jurisdiction over drainage and storm sewer systems to provide paths and courses and a system for natural area and local storm drainage, either overland or in appropriate underground installations to serve the needs of this and adjoining grounds and the public drainage system. Drainage Easements shall be used to grade, construct, operate, Inspect, maintaain, reconstruct, and remove mains, ducts, or other related structures of storm sewers that are part of said system, and for ingress and egress thereto. The owners of all lots are and shall be required to keep any areas of their lots designed for the natural flow of water unimpeded, and any improvements made on or under any such easements by the owner are and shall be at the risk of the property owner. "Utility Easements" are created for the use of all public or private utility companies, including but not limited to sanitary sewers, gas, phone, electric, water, and cable television companies, but not including transportation companies, for the installation and maintenance of mains, ducts, poles, lines, wires, drains, pipes, and other utility installations for the purpose of furnishing utility services, and for ingress and egress thereto. "Landscape, Maintenance Access Easements" are hereby created over and across Lots as areas for the installation and maintenance of landscaping, earth mounds, screening material, fencing, walls, neighborhood and community identification signs, directories, lighting, irrigation systems, walking trails and other improvements, and for ingress and egress thereto by the Developer and the Homeowner Association, and /or their assigns. "Non— Access Easements" are created for the specific purpose of restricting access to residential lots from existing public streets. No driveway or access, either permanent or temporary will be permitted across designated non — access easements. "Landscape, Maintenance Access Easement" are created for the specific purpose of access to landscaping, earth mounds, screening material, fencing and walls. "Building Lines" are established as shown on this plat, between which lines and the property lines of adjacent streets, there shall not be erected or maintained any building or structure. All of the foregoing easements shall be deemed to include the necessary rights of ingress and egress, in, along, across and through the same to permit the construction, maintenance, beneficial use and enjoyment thereof for their intended purposes. The owners of all lots in this subdivision shall take and hold title to their lots subject to all of the foregoing easements, and to the rights of any entity entitled to use of said easements for this intended purpose. Pavement or concrete, including driveways and sidewalks, shall not be constructed on or within one (1) foot horizontal distance of any sanitary sewer castings. The center line of all trees must be located a minimum of ten (10) feet from the center of sanitary sewers and manholes and no trees shall be planted directly over building sewers (laterals). Any landscaping placed within easements or right —of —ways is at risk of being removed by utilities without the obligation of replacement. All sanitary sewer, utility and L.W.C. easements may be used for the construction, extension, operation, inspection, maintenance, reconstruction and removal of sanitary sewer facilities and provide Clay Township Regional Waste the right of ingress /egress No mounding, lighting, fencing, signs, retaining /landscaping /entrance walls, irrigation lines, etc. shall be placed within ten (10) feet of the center of the sanitary sewer infrastructure. Any of the above listed items placed within easements or right —of —ways are at risk of being removed by utilities without the obligation of replacement. All homeowners not serviced by gravity sanitary sewer service are responsible for all maintenance, repair and replacement of all grinder /ejector pumps, force mains and gravity laterals from the residence to its connection to the sanitary sewer main. The discharge of clear water sources (foundation drains, sump pumps, roof drains, etc.) to the sanitary sewers is prohibited. Grade changes across sanitary sewer facilities must be approved in writing by Clay Township Regional Waste. County of Residence My commission expires:. day of , 2006. Notary Public Print Name SEAL' � / /J /ll llllt�� Under authority provided by Indiana Code 36 -7 -4 -710, and ordinances adopted by the Common Council of the City of Carmel, Indiana, this plat was given approval by the City of Carmel as follows: Granted Administrative approval by the Department of Community Services pursuant to Article XI of the Carmel /Clay Plan Commission's Rules of Procedure on — ___— __ - - - -• By------------------ Michael P. Hollibough, Director Department of Community Services Carmel, Indiana 9.2 Registered Land Surveyor's Certificate: I, Dennis D. Olmstead, hereby certify that I am a Registered Land Surveyor, licensed in compliance with the laws of the State of Indiana. That all the monuments shown thereon actually exist and that the location, size, type and material are accurately shown: And that all requirements specified in the subdivision ordinance of the City of Carmel have been met. Dennis D. Olmstead Registered Land Surveyor No. 900012 D.OL 5 • . ), :•`��`��`-1STE, �s�''% a • Q No. ° 0 900012 STATE OF DIM 9.4 Board of County Commissioners Certificate: Under authority provided by Chapter 47. Acts of 1951, enacted by the General Assembly of the State of Indiana, and all acts amendatory thereto, this plat was given approval by the Board of County Commissioners of Hamilton County, Indiana at a meeting held this day of Steven C. Dillinger Steven A. Holt , 2006. BOARD OF COMMISSIONERS OF HAMILTON COUNTY, INDIANA Robin Mills, County Auditor Christine Altman SHEET 7 OF 7