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HomeMy WebLinkAbout102,103-00 East 96th St Auto Park SP.4SECONDARY PLAT EAST 96TH STREET AUTO PARK :110N 9 415-55 � 3 �o v o W 0 50 100 150 200 a / 4 1 SCALE: 1"=100' W 2 V) W W Ln a7 1j WE C do J COMPANY, LLC INST. NO. 93-62548 S 89'44'52` E 1318.37' 415.55'936.85' NORTH UNE, S. 1/2, S.E. 1/4, SEC. 8, T.17%L, R.4E. % C / DONALD BOTTAMILLER / INST. NO. 96-3197 89'58'44' W- 368.31_ �� IN - ' I 1 I / I - - - -IN - - N 90,'OO'CO" E 612.55'- 25' J. E. - - S 34'53'52" I I o TANGENT I I 89'58'44' W- 368.31_ �� IN - / 1 I CURVE/ - - - -IN - - N 90,'OO'CO" E 612.55'- 25' J. E. - - S 34'53'52" E ^, o TANGENT CH.BRG. ----- ,. -----------------moi S 90'00'0( W 615.34' \ 121.47' �p� 125' 34.81' 34.70' N 07'50'24' W LOT 3 / 150' 41.78' roe/� `P 531278 S.F.t Ac. t o Q 15'57'29' 175' 12.196 CD `'P N 07'50'24' W C4 15'57'29' 175' 1 48.74' 48.58' / N 07'50'24' W C5 15'57'29' / / I / I z � I I 1 c -n CPirQ 125' 0 34.70' 1 N 07'50'24' W C7 $ / 10' U.E.--Ill I 1 31 50.67' 33.32' 1 10/U.E. I -cc O I QQ� ILJNL,Il[[11�� Ila I) 39' 10' U. E _ _ INGRESS/EGRESS ESMT.- - -. - � R=36$.00 C 15 0' - - - - -.� I L=193:84" /� r'i� I 1f7 (n 0 I a) 44WW�JJ W C9 , -R=350.00 C 16 L=184.36' 89'58'4_4" E 5' U.E. ! 308.64' J 1 WI N 71oe� 60 ��� _S ---- S - _ ------- -- - -- I I Q� 5' U.E. 89'58'44' W- 368.31_ �� IN - •fig 1 S. E. CURVE/ - - - -IN - - N 90,'OO'CO" E 612.55'- 25' J. E. - - S 34'53'52" E ^, o TANGENT CH.BRG. ----- ,. -----------------moi S 90'00'0( W 615.34' \ 121.47' �p� 125' 34.81' 34.70' N 07'50'24' W 91.gy�- - 92.45011 150' 41.78' 41.64' I 1 � N 34'53'52" W 4 100.56' Q 15'57'29' 175' 48.74' CD 24.53' N 07'50'24' W C4 15'57'29' 175' 1 48.74' 48.58' 24.53' N 07'50'24' W C5 15'57'29' Jlo LA I / I 21.03' N 07"50'24' W 06 c -n CPirQ 125' 34.81' 34.70' 17.52' N 07'50'24' W C7 81'01'22' 39' 55.15' 50.67' 33.32' 1 I I -cc O I QQ� ILJNL,Il[[11�� I O 39' 55.06' 50.60' 33.24' 1f7 (n 0 I a) 44WW�JJ W C9 30'10'49 350' 184.36' 182.24' WI N I C10 5'59'23" 368' I °) 19.25 N 77'53'01' E C11 6'05'47' LOT 1 o I N 3 I 19.60' N 7758'45' E o 362019 S.F.t i/ N I J LOT 2 222.52' 00 I 8.311 Act J Zo l 78' �' 315810 S.F.t m 7.250 Ac.t 94.87' o b I Cd I� 74'54'35' 78' 101.98' 94.87' SOURCE OF TITLE: INST. NO. 98-9276 SEE SHEET 1 LEGEND VERA J. HINSHAW INST, NO. 95-66870 S., D. & U.E. = SEWER, DRAINAGE AND UTILITY EASEMENT D.E. CURVE DATA S. E. CURVE/ DELTA RADIUS LENGTH CHORD TANGENT CH.BRG. Cl 15'57'29' 125' 34.81' 34.70' 17.52' N 07'50'24' W C2 15'57'29' 150' 41.78' 41.64' 21.03' N 07'50'24" W C3 15'57'29' 175' 48.74' 48.58' 24.53' N 07'50'24' W C4 15'57'29' 175' 1 48.74' 48.58' 24.53' N 07'50'24' W C5 15'57'29' 150' 41.78' 41.64' 21.03' N 07"50'24' W 06 15'57'29' 125' 34.81' 34.70' 17.52' N 07'50'24' W C7 81'01'22' 39' 55.15' 50.67' 33.32' 1 N 40'22'11' W C8 80'53'18' 39' 55.06' 50.60' 33.24' N 40'34'59" E C9 30'10'49 350' 184.36' 182.24' 94.37' S 89'58'44' E C10 5'59'23" 368' 38.47' 38.45' 19.25 N 77'53'01' E C11 6'05'47' 368' 39.16' 39.14' 19.60' N 7758'45' E C12 149'49'11' 60' 156.89' 115.86' 222.52' N 00'01'16' E C13 74'54'35' 78' 101.98' 94.87' 59.75' N 3726'02 . W C14 74'54'35' 78' 101.98' 94.87' 59.75' N 3728'34' E C15 15'05'13' 368' 1 96.90' 96.62' 48.73' S 89'58'44' E C16 15'05'13' 350' 92.16' 91.89' 46.35' S 89'58'44' E C17 149'49'11' 60' 156.89' 115.86' 222.52' N 00'01'16' E C18 74'54'35' 78' 101.98' 94.87' 59.75' N 3726'02' W C19 10721'39" 1 78' 146.16' 1 125.69' 1 106.11' I N 21'15'02' E SOURCE OF TITLE: INST. NO. 98-9276 SEE SHEET 1 LEGEND VERA J. HINSHAW INST, NO. 95-66870 S., D. & U.E. = SEWER, DRAINAGE AND UTILITY EASEMENT NOTES ON MONUMENTS AND MARKERS: Adopted this ---------- day of --_------------ 2000. ❑ Denotes a concrete right-of-way monument found. -ARMEL CITY PLAN COMMISSION ■ Denotes a 4"x4"x36" long precast concrete monument with cross cast in top to be set, where shown, flush with finish grade. 3Y: ----------------------- ------- L. Lillig • Denotes a "Copperweld", 5/8" Dia. copper coated steel rod Deportment of Community Services 6" long with 1 1/2" Dia. tapered brass cap having a cut "x" in top, to be set, flush with finish street surface over Carmel, In. 46032 a 5/8" Dia. x 30" long steel rebar. SHEET 4 OF 6 THIS INSTRUMENT PREPARED BY ERIC C. WHITE, R.L.S. X129700012 EAST 9b IH SIHLLI AUIU FAKK PIC JOB #970495-30000 E1 D.E. = DRAINAGE EASEMENT S. E. = SEWER EASEMENT U.E. = UTILITY EASEMENT N.A.E. = NON ACCESS EASEMENT B.S.L. = BUILDING SETBACK LINE R = RADIUS L = ARC LENGTH P.O.B. = POINT OF BEGINNING Pursuant to the requiremen`.s of Indiana Code 36-7-4 et seq as amended or Ac.f = ACRES MORE OR LESS supplemented, and an Ordinance adopted by the Common Council of the City of S.F.t = SQUARE FEET MORE OR LESS �ormel, Indiana, this plat was given approval by the City of Carmel as follows: NOTES ON MONUMENTS AND MARKERS: Adopted this ---------- day of --_------------ 2000. ❑ Denotes a concrete right-of-way monument found. -ARMEL CITY PLAN COMMISSION ■ Denotes a 4"x4"x36" long precast concrete monument with cross cast in top to be set, where shown, flush with finish grade. 3Y: ----------------------- ------- L. Lillig • Denotes a "Copperweld", 5/8" Dia. copper coated steel rod Deportment of Community Services 6" long with 1 1/2" Dia. tapered brass cap having a cut "x" in top, to be set, flush with finish street surface over Carmel, In. 46032 a 5/8" Dia. x 30" long steel rebar. SHEET 4 OF 6 THIS INSTRUMENT PREPARED BY ERIC C. WHITE, R.L.S. X129700012 EAST 9b IH SIHLLI AUIU FAKK PIC JOB #970495-30000 E1