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HomeMy WebLinkAboutC101 EXISTING CONDITIONS PLANADJOINER: PEDCOR INVESTMENTS-1988-III, L.P. INST. #2008013133 "PARCEL A" ADJOINER: PEDCOR INVESTMENTS-1988-III, L.P. INST. #2008013133 "PARCEL B" ADJOINER: PEDCOR INVESTMENTS-1988-III, L.P. INST. #2008013133 "PARCEL C" I I I � 1 I II Emergen y Generato O �_ I - -� - - Fuel Tank \CelluIa\ CI� I L0I \Tower - "' r — �u� / JJ II \ o II \ a 1 1 / I I .-+N,o+ DAdad +Fbwri 8 -.-+ - ep�d+ y \ Kd�'c ° v+ I CO, _g37- POINT OF BEGINNING TRACT "D°° '-*-*-*-*-*-*-*-*-+-*-+-+-+-+- -* +-+-+- S00' 04' 41 "W - 1342.61 ' (M) I��� � � � � I I I ICity of Carmel � I & N89'02'10"E - 167.59' (M) +-+-+-+-+-+-+-+-+-+-+-+-+-+-+--+-+-+-+-, - - Mr my I����1 1111 36" Con , +-+-+-+-+-+-+-+-+-+-+-+-+-+-+---+-+-+-+- Water Tower cs • 48 ' 0 I n I et , I SOUTH 1343.44' &EAST 166.2'(D) '-t-t-t-t-t-t-t-t-t-t-'-'-'-'- Building Paved Ditch +-+-+-+-+-+-+-+-+-+-+-+-+-+-+- ° ° F. F. E-835.0, FROM NW CORNER E 1 2 SE 1 4 - $y� / , / , *-t-t-t-t-t-t-t-t-t-t-t-t-t-t- I SEC. 25-T18N-R3E _ Metal Grate y , w/Controls Masonry y. �� - Building �. 0 quo- �I� Inlet / --- _F.F.E=834.8 y`O oncrete) Rim=837.50 brkl< �� nc 14 Inv(S)=832.67_ /column ) N89'02'10"E - 318.22'-{# do I I )1A N89'02'10"E - 3031.78' (M) XM1 w I �� A _ _ — — — 837 � — QT 0 9y6 $h`, 0b� / — 15-foot Easeme—nt--(—crt�• ��. anti • ( ^°-��I Ld i r� 15-foot Easement- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - egge � T concrete fpv=832.0-- � I_835 "0 — 834 — —— — — — — —- 833--------- — -- 834 — — — — -- — — — — — — I — 832 — — 6 " concrete 69 IY-----------------PDC�RFVE�TkI€NTS-f388=J1�LP, --f��_-------- ` C rb 4 chain—linl� \ ���---------------- _ � ---_ _ — — (asphalt) .n �fence� — �/ — _ _ — _ _ — -�—!� RA��33 _ ��e= _ — DO / M (dirt) W \ ��• ��• of I I \ \_--7 _ J �� J —� pus �A `�, `� \ O \ ----- — 1� m ----- --- — __ — _— I ° Mom/ I�� `_ I I\ —----------- -- ��� —832-- ��,� InIet�� i I ��� or — — X Rim=829.26 � ��' 1 t X ��,^�' �. Inv(S)=�i23.53 II I l (N X \ us a I a \ X �y� o L. (dirt) W \ I a a] X \ \ \ \ S89'02'10"W - 331.56' (M) X 1 (dirt) I I 3 W I ; ���' \ \ - - WEST _326.0' (D) - - - - - - - - �� EAST - 347.14' (D) \x F- X 0 I I I o �� POINT OF BEGINNING 'TRACT "E" X \ h`' [9 I S00'04'41 "W - 1442.58' (M) 0 I & N89'02'10"E - 166.23' (M) \ \ \\ I U] II I I 1 SOUTH 1443.44' & EAST 165.5'(D) I FROM NW CORNER, E 1 /2, SE 1 /4, I ] I SEC. 25-T18 N R3E \ \ \ �yo \\ �'� I r I � I I II Q I I \ y �° \ 1.0 X \ X I I M 01 I I 1 I \ in Jet / 6" concrel e curb I (brick) U N J � W O QQo �o zc�L 0L,d c) ti �y z i o: r 6' X \ \ 00 I o M M I�� I I I 1 J O L ;w �. 0 I \ PEDCOR SITE: - - INVESTMENTS 1988 III, L.P. oo00 I �ti' I I I e 6 z .O N - � e°' F__ �,� 0 � ��' I \ INST. #2008013133 "TRACT X I N Z �. X 1 1 q E" 11 O N I (dirt) 88,392.5 Sq. Ft. (M) I �I 6' chain —link �v 1 I 1 fi fence �"'`'� 0�'4'�� \ dirt X ( ) \ ,� \ I x � X \ II I I I6111-/ 1 4 , 1 I I I concrete 6' I I 11 c rb • � I T / ��^gI CSC TBM 2003�� # I ti� I X I yip ,roll^ Elevation=838.08 6,ti I I i /I I IN'I N X A\ I I I 2 4' �� I I I I 0� ��,�� I I Beehive Inlet ❑ �nj1 IW I� W \ X I ( I Ico'D \I 1 �� /h Rim=828.44 I (asphalt) o \ Inv(N)=823.07 I \W / / Inv(E)=823.04 I "-. (dirt) ^� I I ,I X / 0 �� M I i I �°° / / / X / I 6� I / \ op W X0� I p, X� .y��Dr 0 X I C,,Ou I � I\ I i / / �6�o 0 ���• / I I � X I/ I X (dirt) (dirt) Z o_ o °I I01•1 I °� 0� II I I 0 y I a a a I 0� °J 6_ I X U W W �O a 1 X 1.l X I I J a_ NCX l i fence X \ � /� Ado ate T S89'06'59"W - 327.33' (M) w"' / I o� I I I z o W I � lb-o I / PEDCOR SITE: INVESTMENTS-1988-III, L.P. X / / 1�^�o / I edge f O m a W INST. PARCEL #2008013133 „ „ / I c o n c re e X I X�° II o x /X I I X Cl X \ o 6° I I 1 (dirt) S89'03'23"W - 360.69' (M) - — 354.4' 8c 353.42_(D)�- WEST / -- X -- \ -- -- -- - - _ _ N89'03923"E - 340.69' (M) / EAST - 341.5' (D) 6" conc ete POINT OF BEGINNING TRACT "F" �,`�� / / h� oti 0� crl rb I o S00'04'41 "W - 1690.19' (M) x0 / � (dirt) / X & N89'02'10"E - 162.86' (M) / X / SOUTH 1691.14' & EAST 161.78'(D) yy°10 I FROM NW CORNER, E 1 /2, SE 1 /4, / 1 SEC. 25-T18N-R3E IRON PIPE FD. (FLUSH) I X I chain —link �"'°�/ X IiI fence X/ / x 0 11 N EXISTING CONDITIONS PLAN m P, I I I I I I I I I I I I I I I I C I I � \ I � N 0 I Do � I Q w J o 0 z I 0 I— (n , N� O < CL; I W I r a_ J Z w a 0 0 Jo I zml JZ XZ Z FM O Wz 0 U W Q r I concrete I6" curb I I I I 30" CP —Drainage H Rim 832.3 nvert(E)=8 0.77 lin N CD e W a 0 I z i ed e of bri k ' �4 / ,, �I 6" concrete i cur 0 WJOW Z w o 0 o�oa �II�I Qo1m V1 V I I � I I I I \ I LEGEND: DESCRIPTION: SIGN / TWO POST SIGN pQ WATER VALVE FIRE HYDRANT ®W WATER METER © GAS METER GAS VALVE G CLEAN -OUT E❑ ELECTRIC METER BOX ELECTRIC TRANSFORMER EP ELECTRIC PEDESTAL GUARD POST © AIR CONDITIONER UNIT LIGHT POLE ROUND ® REBAR SET/FOUND ® FLAT GRATE INLET ° COMBINATION POLE TP TELEPHONE PEDESTAL WOODEN LIGHT POLE LIGHT POLE SQUARE *12" CONIFEROUS TREE & SIZE Q6 DECIDUOUS TREE & SIZE BUSH OD DRAINAGE MANHOLE n SANITARY MANHOLE ® CURB INLET GROUND ACCENT LIGHT GUY WIRE -----wTR UNDG. WATER LINE - - - - - G UNDG. GAS LINE ______UT UNDG. TELEPHONE LINE - - - - - LIE - UNDG. ELECTRIC LINE - - - - - OET - OVERHEAD ELE. & TEL - - - - - oETc - OVERHEAD ELE TEL & CAB - - - - - of - OVERHEAD ELECTRIC VCP vitrified clay pipe RCP reinforced concrete pipe PVC polyethylene coated pipe NOTE: CONTRACTOR TO VERIFY EXISTING CONDITIONS AND CURRENT STATE OF SITE AT TIME OF BIDDING. HORIZONTAL DATUM: The Horizontal Datum of this Topographic Survey is based upon GPS observations on the pertinent section corner monumentation and is based on the Indiana State Plane Coordinate East Zone, NAD 83. VERTICAL DATUM: HCBR 194 ELEVATION 811.76 (NAVD 88) A HAMILTON COUNTY GEODETIC CONTROL DISK ON THE NORTHWEST CORNER OF THE RANGE LINE ROAD BRIDGE DECK OVER LITTLE COOL CREEK. CSC TBM #1 ELEVATION 834.59 (NAVD 88) A CUT "X" ON THE NORTHEAST CORNER OF THE EASTERN MOST WATER TOWER CONCRETE LEG BASE. CSC TBM #5 ELEVATION 840.45 A CUT "X" ON THE EAST/NORTHEAST MOST BOLT OF A FIRE HYDRANT LOCATED ON THE WEST SIDE OF 3RD STREET SW, ALSO ±53 FEET SOUTH OF THE CENTERLINE OF INDUSTRIAL BLVD. CSC TBM #6 ELEVATION 839.62 A GUTTER NAIL WITH CSC WASHER SET IN THE EAST SIDE OF A POWER POLE #184-611 LOCATED ON THE EAST SIDE OF 3RD STREET SW, ALSO ±650 FEET SOUTH OF THE CENTERLINE OF INDUSTRIAL BLVD. FLOODPLAIN NOTE: No one hundred (100) year floodplains, floodway fringes, and floodways, established or identified in accordance with the City of Carmel Flood Hazard Area Ordinance exist on the site. Iflulanallill • • below. Call before you •• CARM F I PEDCOR DESIGN GROUP LLC Architecture / Project Management 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Engineer: �``` p •8 • HUF c,\ST0. ER�o,;dy 910023 'O'• STATE OF By: Developer: P E D C O R ? � aemX DEVELOPMENT CO. Project: COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINALAND PUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPYRIGHT 2022 JAMES R. STUTZMAN, AIA, Carmel, Indiana. CONSTRUCTION DOCUMENTS Set Issue Date Sheet Issue Date 01/30/2023 03/30/2023 Drawn By Checked By DBH RDM Last Revision Date- 03/30/23 - CARMEL REVIEW Project Number: 21071.001 Sheet Title: EXISTING CONDITIONS PLAN Sheet Number: C101 SCALE: 1" = 20'