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I � � i ,'� p � � ` \;" � % �_' � y �� `. ; � � I � `� � TC � 842.15 � 1 `' � �� k �� .'�� INV 12'RCP to E. = 840.15 1 i i � \ � I � � � ��,�\ _ �` /�`` ,� � I � i i I i �x I I i � � I ' �� ,' , \'X �� III� �� ' � F(/TURE 8' W/DE I s�- i i �� ' , . � ;r �h� � `, �., ti., ��i� ,/� MULTI-U9EA9PHALT � I X �? i � � �� I "� ' A �. � ` - - - PA Th' _ � �------ ----------------- ---,---- --- �., � ,; ';�i ----------------- -----J •F. �� Ex.�2• RcP PROVIDE 5 1R4N5/T/O 10' PROP03E0 5/bN -� �� i I � - - o - - - - - - - �0� ROLL CURD TO _ � � , ' ; - - - - - - - - - - - - - ,^� D� � i � 0 6 CURD ' '' UTILITY EASEMENT & �` �� i i , �`i� � a FUNRE' 8 W/DE '� v iilULTI-U5EA9PHALT 'j v �� y`� ! LANDSCAPE EASEMENT i� R= 20.00 �� _ � � . r , PROPO�ED R/W LINE `� PATH '^ ;X' 89o�i��w�- _ �'�. � i i L .35 ��I � ., . � � � �N � �� -i �� _-- --- -- � �� ___ �� __ S� _i��i_.�_____ �!_- ....: ';. . . _�_________ ____ �L_ __-_ -t--I I 31 , � ---- , _ �_�_ - i_i, - , 10 DRAINAGE EASEMENT dc UTILITY EASEMENT � -4�� --------------------------------------- ------------------- - - ---- - - - -- - -� i WI �Ii1 ---- ------------ ------- - - ----- � _ - �_ _ _---- _ ----- _ _ _---- _ _ ___ - � - - - - - - - - - - - - - - - - - - - - - - - -� ' x 1 --- -__ -- --- - =a'- � � •� - - - - - N89 3000'E - 494.07 _ ; � � C EXISTING R/W LINE �� , / J ` � T T � T I ' '/� \ T T T T T T , � ; � � � ��/� � _ �.W _ � aw �� : i � B e'w 8� T� Ral CURB dt GUTfER e / �' e'w� -------- --� ------------� ------------ ew------- � 'w ----- EX.24'RCP _ , - ----- - ----------__ - ---------------------- -------- ------------------------------------- - � ------ ---- -- ---- ��_,_�-= ------------ --- - -------- - -� � � . - -- - - - - - --------------�.-� _.. , C�/l� l�i R�� ...... ................._.... _..� '1 \� } � - - - -� - , -- -- _ _ s , � .. ' a - - � _ . _ -- �� . _...... -... F_ r- _ ! �. .__- _ � - ---c� - -�- _ _� � � � _ .. . ��_'� '/ - - - a� � , -� � / � :'- --�� .: ' � . � ... __ .� ��-- - - � �� _w� _ _ _ l � � �i , � �L�_ .___.... < . _ _ - �� - ____. � ...- .._. ____ .....�.. . ._. �... -- _ _ --� ...�._.__._ � � n BLOCK 15 EX. STORM MANHOLE TC = 844.14 INV 24'RCP from N. = 838.04 EX. CURB INLET TC = 843.51 INV 12'RCP irom W. - 839.67 I N V 12'RCP to E. - 838.47 �EX. CURB INLET TC = 843.23 INV 24'RCP to S. = 837.33 INV 24'RCP from N. - 837.38 INV 12�tCP from W. = 838.04 EX. STORM MANHOLE � TC = 842.62 INV 12�2CP from 5. = 837.97 INV 24'RCP from N. m 837.08 INV 24'RCP to E. = 837.17 T-- ��EX_2 RCP_`'� __l__`=-- �C�--T 2' R�L CURB ee GUTTER e„w ,� �- �------------------------ - ------ - - °DII (ASPHALT) �_. ..-..._,- ADAMS STREET Wii ' ' ` �_ �� I � -----------------=------- - ----------- ---- --- ° -- ---------------------------------- ----------------------- ------------------ ----------- - ---- � � - --------- ----------------- ----- ---------------------------------- ------------------------------------- --- --------------- '! 2 ROLL CURB A� GUTTER ----- ------------ --- ----------------- ------------------- ------------------------------------- ------------------------------------------- ---, ------------------- ------------------------------ - - 6 � � - - - � 2' ROLL CURB dc GUTIER 'n r `� � I � ~� �• ,n �: � , Ex S'PVC �� II, �� S �_____--__-_- EX.B'PVC =-__- _-______-- --- � -�- --e --- -- --- -- --- --- --- --- --- `\`�\ �I�// --- --- --- --- --- --- --- --- --- --- --- -- --- --- . ►1 � � `' I �� i � i� i i � i� ,., -z ` � ��i � EX. SANITARY MANHOIE EX. CURB INLET EX. SANITARY MANHOLE I TC �$42.39 TC = 840.51 EX CURB INLET TC = 842.30 { i� i� INV 8"PVC � 834.34 INV 15'RCP Stub from 5.=837.55 TC = 840.35 �Ny g�py� � 83,4.� 1� I INV 18'RCP to N. � 837.35 INV 24'RCP to W.a837.01 INV 8'PVC Stub N.= 834.55 T � i i �� INV 18'RCP frdn S. � 837.01 INV 15�iCP Stub trom N.�837.31 �� ; i i�i I � 1 � I � ( V I� I I V BLOCK 7 � � � �'% ' � I r�� N � � �i � Q i I ii � ii � � � ii � � ii i �,; i i i � � ( �i � �� . '�� i i � �, � � �� i �� i ii � i � II �� II I � i �Z � I ii w�i i i i I� i DWGfILE: D:\9fi\653\96653SP1 PLOT SCALE: 1: 30.000 PLOT ORIGIN: 4373.11,4792.41 c SPELLCHK: E01T DATE: 04/22/97 EDITED BY: AF - 5109 � � BLOCK 13 EX. CURB INLET TC = 844.33 INV 12�tCP to N. = 839.88 e 0' 30' 60' SCALE: 1'=30' 4.133 Acre Tract Proposed Duncan Ydeo Site February 18, 1997 A part af Block 2 in Carmel Science & Technology Park as recorded in Plat Book 13, Pages 65-71 in the Office of the Recader, Homilton County, Indiano, being bounded as follows: BEGINNING at the northeastern comer of said Block 2; thence South 89 degrees 30 minutes 00 seconds West (bearings based on plat) along the northern line of said Block 2 a distance of 515.21 feet to the northeastern corner of the 7.00 acre tract of land described in Instrument Number 9709700642 in the Office of the Homiiton County Recorder; thence South 00 degrees 30 minutes 00 seconds East along the eastern line of said 7.00 acre troct of land a distance of 350.00 feet to the southeastern comer of said 7.00 ocre tract of land, said point also lying on the southern line of said Block 2(the following three (3) courses are along the boundary of said Block 2); 1) thence North 89 degrees 30 minutes 00 seconds East 494.07 feet to the Point of Curvature of a curve being concave to the northwest, said Point of Curvature lying South 00 degrees 30 minutes 00 seconds East 20.00 feet from the radius point of said curve; 2) thence easterly, northeasterly and northeriy along said curve 31.35 feet to its Point of Tangency, said Point of Tangency lying North 89 degrees 41 minutes 52 seconds Eost 20.00 feet from the rodius point of soid curve; 3) thence North 00 degrees 18 minutes 08 seconds West 330.07 feet to the POINT OF BEGINNING, containing 4.133 ocres, more or tess. 9/1FP�4�K/N6 DATA PARKlNG REQiJI�ED 52 PARK/Nb PROV/DED 3P , NO g: 1. ALL WORK TO CONFORAI r0 3TATEANO LOCAL REC�ULAT/ON9. 2. ALL PARK/N6 :fTR/PE5 ARE t0 8E !� PA/N rEO, (WH/TF) �. ALL D/MENS/ON5 ARE TO EDbE OP PA I�EMENT OR fACE Of' NRb, WHERE APPL/CADLE. 4. ALL D/MEN9/AN5 ARE TO OUTS/DE fACE OF bRI�K OR f"AC/NG MATER/AL, WF/fREAPPUCADLE. 5. ALL D/MENS/ON5 ARE PAR4LLEL W/1H, OR PERPEND/CULAR TO THE NAQTH, 50U 111 AND WE5 T PROPER rl' L/NE5 UNLE55 OTHERW/5E NOTE'0. 6. THE CONTRACTOR SHALL VER/f1' ALL D/MENS/ON5 /N 1HE f/ELD DEfORE 5TARTlNG CON5TRUCTION. 1Hf tONTRACI'OR 5HALL BE RE5PON9/eLE fOR ALL f'IELD D/MEN9/ONS. lf ANY 0/SCREPANC/E5 AREf0UN0 /N Th'f5EPLAN9 fROM ACNAL F/ELD COND/T/ON5, THE COYV IR4 CTOR SHALL NOT/fY A/£ IMMED/A TEL Y. 7. PRO�/DE 9MOOTH 1RAN5/T/ON fROM NEW AREA5 r0 EXlSl/NC� FEANRfS A9 NECE�gARY. 8. ALL EXCAVA 1F0 AREA9 TO DE �EEDfO AfTER f/N/5H bRAO/NG UNLE55 OTHERW/5E NOIF'D. ALL NEW SEEDED AREA5 5HALL HAVE'A M/N/MUM Of 4"Of' lOP 90lL. 4. RE5URfACf OR RECONSTRUCT AT LEAST TO OR/6/NAL CONOIrlONS ALL ,4REA3 WHERE THE EX/9T�N�i PAVEMENr OR LAWN9 ARE DAM.4GED DURINC CON5TRUCiION fROM TR4fF/C 9r CONTI?ACTOR5, 5Ub- CONTRACTOR5 OR 9uPPL/ERS, AFIFR CONSJRUCT/DN WORK lg tOMPLETE. f0. THE EDbE OFEXIgTlN6 ASPNAL T PAVEMENr SHALL bE PROPERL r 9EALf0 W/TH A�ACK COA l MATER/AL /N ALL AREA9 WHERENEW A3PHALT PAVEMENT l5 /NO/CATEO TO JOIN EX/511Nb. 11. ALL UT�L/TY TRENCHES W/TH/N 5 fEET Of PAVEMENr SHALL bE GOMPLETEL Y DACKf/LLEO W/ TH GRANULAR DACKf/LL. CAU TI ON ! ! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BqSED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and maics made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. T}{ERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTIIITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR F� WHICH NO ABOVE GROUND EVIDENCE WAS OB�RVED. THE EXACT LOCATIONS OF SAID EXISTtNG UNDERGROUND UTI�ITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1-800-382-5544 CALL TOLL FREE U o�o � �n - � � u NH t�j o� c w� �W � �a w � �� w � w�� I��'` ��U � � u ,d� '�i z a � � �� d Z z °' �7.a .� � � � �� U O O W = � � � � E� � �m � � � � A Z � z � ~ Q � � C� � 0 a Zm V w =v �� N �H� o Uxa � �a� V w�~ � � h � �O ..� � ````��i��i�� .��p �D R y '�% \��`G`C".��15TFR fG.' `�li�•y.� ; �: N0. �'`"�-= ..� -* �,� *_ j • .�A� � • �� •��j''•.., •`CV� �i� �; �NDIAN�••''G�� i�� J'/� � N ````� _ ��i�� CE TIFIED BY O . O� ,� +� Z �� Q O J � � a. � �.� .� W � �o� o � v �a � � � � °a b � .� � .: :�. ��: .��: ::�`: ; �::: ,: .: �� : �; ;: . : ;,:: �: ' :. ` �° ;p i i' ..: :; �• .: ::. �::' . ; ::: : :; i::i: ::!� I �:i :'i �'� `�'i' ::;i; �� f; : : v ' i:; ;i i:l :�i f; j� I€;:; � :�: �;�, �;i� � Eii:; . �; ;, :::� � .�' .'. ;::;� ::';i; ';ii! :: �; ;;,,, t:;:� ; : ,:. .� : �: €i�: .i�,1 :.:,; �`' i:�:: ::�j; ;:; . DAZE: 04/18/97 SCALE: 1" _ �0' DRAWN BY: A.F. CHKb BY: R.RH JOB NO. 96-65� REVISIONS 1 GEN. REV. 04/22/97 SHEET NO. C 2.1 �