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HomeMy WebLinkAboutSurvey PlanN.W. CORNER OF THE N.E OTR., SECTION 10, T. 17 N., R. 3 E.,� HAMILTON COUNTY, INDIANA - HARRISON FOUND AT SURFACE PER H.C.S REF. TIES I I I - - S 89'58'24" W - _ - NORTru LINE OF THE NORTHEAST QUARTER e5 :recta c. 771 G Or toy / Ciid nnati, Ohio 4208 co W ZONE X t k ° m s3'\� Z z We n�d� pJW n wv \ STONE FOND wrx- WES 0 7' WEST ` (USED FOR 5/8' REBAR FOLYD �4' WOVEN WIRE FENCE 04' WEST I i SOUTH OF DEED UNE 0.7' SOUTH I� i= I I Record Description (Instrument 189- 01958) Part of the East Half of the Northeast Quarter of Section 10, Township 17 North, Range 3 East, Described as follows: Begin at a point 507.04 feet South of the Northeast comer of said East Ha;f; run thence South on the East line of said Half 621.96 feet; thence West 660.0 feet; thence North 273.0 feet; thence West 6688 feet to o stone on the West line of slid East Half; thence North on said West line 363.66 feet; thence East parallel to the North line of said Half 1327.8 feet to the place of beginning. Also, c certain easement detea December 9, 1940, and recorded in Miscellaneous Record 35, page 374, in the office of the Recorder of Hamilton County, Indiana, whereby an easement for placing and mointalnng a gas line was granted to the owners of the above - described realty over and ipon a parcel of realty described as follows, to -wit. 507.04 feet off the North end of the East Half of the Northeast Quarter of Section 10, Township 17 North, Range 3 East, in Hamilton County, State of Indiana. SECTION 10, T. 17N.) R. 3E. HAMILTON COUNTY, OU TY ND A NA NW. CORNER OF THE NT OTR., RE CORNER OF THE 4.E VTR, SECTION 10 T. 17 N SECTION 10, T. COUNTY, N, R. 3 E. R 3 E. HAYL Tao FO INOANA HAMILTON COUNTY, rDIANA HAAT SUR ACE PK NAIL FOUND AT SURFACE AT SIIRPAW PER So REF TIES S 89.5_8'24' W 2653.40• _� 132 � Hcs. NEE TIES 6.70' 1326.AY - I o o 0 v � N N cli N 3 w t`O.il rAl I ro `1330.26' 1770.26' sw. CORNER of THE WE .,� N 8953'25" E 2660.52' WHO+ a TIE NF. O1R, SECTOR 10, T. 17 N., R 3`E., - . SECTION 10. T. 17 w, R 3 E. HAMILTON COUNTY. MAMA HAMILTON COUNTY, INDIANA FENCE POST FOUND PA HAIL FOUND _ AT SURFACE AT 9JitFACE PER HC.S FEE TES SECTION DETAIL MAP 1" = 1000' a` ? a 6681 (D) A WOVEN WRE FENCE 9.2' SOUTH OF DEED UNE F^ ry� J 5/8' REBAR W /CAP SET MRKED SCHNEDER FIRM ODD1) IRON PIPE FOUND' 15.6' SOUTH i l' EAST 0.6' BEER OVERLAP SEE REPORT o° N ZONE X (SHADED) w N pN O 4' WOVEN MIRE FENCE Z 3.1' NORTH OF DEED LINE 77 EAST OF DEED LNE - 4' MAVEN WRE FENCE 2D.9' FAST of DEED LINE 170' SOUTH OF DEED UNE - - 2653.40 106th Street s WATER Zone s scaled per _F: \ Ccrmmunity Map Nu r 18057CO208F th im-"rance Rate Map f r Hamilton County, (maps date Ibruary 19, 2003). DIRT TELUTE DL 1 ar:�" TENNIS 0 0 0 R T a I A : l WATER TOP OF DAM WATER E AE N.E. CORNER OF THE N.E. OTR., SECTION 10, T. 17 N., R. 3 E, HAMILTON COUNTY, INDIANA P.K. NAIL FOUND AT SURFACE PER H.C.S. REF. TIES 5/8' REBAR FOUND v I 24 2' WEST • i WOW UTH FOND NORTH OF DEED 'AE WOOD LATH FOUND 7.7 NORM o POINT OF BEGINNING x 6' UTAW LINK FENCE /30' II' ICRTP OF LINE WOW LA N FOYD OF DEED LINC WOW LATH FOUND 24' NORTH O DEED LINE Q ?� 660.0' (D) q OFID GAP WALL 0..1' NORTH R DEED LINE / 4E REPORT 3.6' NORTH OF DEED LYE 1 / 7 C NOR TIT 6 SINE 4' 'WH•7oVEN WERE FENCE �03' sou1N OF DEED LINE ME SITE PLAN AS / / 1L FEE- PREPARED BY .7�EIDp { { N 89 JO,D4» E r C 1327.37' (M) 5/8' REBAR W /CAP SET (YARKm SCFYEIDER FAN 0007) I� _ AS 4 Job No. 3264. WI �p _S.. ,e°Yr� 1327.8' (D) / 6' 111M LYW FENCE 4' ra14N OW NONCE F (A� G 04' NORTH OF DEED LYE a.2' SOUTH OF DEED :YIE E- � E Surveyor's Report $ g Gt F�1 A prior deed of the subject tract was acquired with a more de- =riptive controlling calls. (i.e. calling for i 1. in eccoroorce r „h Tte 865, Article 1, Chapter 12 of the Indiana Administrative Code ( "Rule 12 "), the NOTE: � fOAloring obserNotlons on! OCIrions are submitted regarding the various uncertainties in the locations of ,p8'�-T6' interprete general direction calls. G L HOUSE SHOVM PER THE SITE PLAN AS ARED the nes end comers estoblshed this survey as a result of uncertainties in reference monumentation; in S�fo G BY RYA A h' The north adjoiner creates up to a 3 78 foot deed gap at the .,,,», -est end of the subject tract. This is due :recta c. 771 G Or toy / Ciid nnati, Ohio 4208 co W ZONE X t k ° m s3'\� Z z We n�d� pJW n wv \ STONE FOND wrx- WES 0 7' WEST ` (USED FOR 5/8' REBAR FOLYD �4' WOVEN WIRE FENCE 04' WEST I i SOUTH OF DEED UNE 0.7' SOUTH I� i= I I Record Description (Instrument 189- 01958) Part of the East Half of the Northeast Quarter of Section 10, Township 17 North, Range 3 East, Described as follows: Begin at a point 507.04 feet South of the Northeast comer of said East Ha;f; run thence South on the East line of said Half 621.96 feet; thence West 660.0 feet; thence North 273.0 feet; thence West 6688 feet to o stone on the West line of slid East Half; thence North on said West line 363.66 feet; thence East parallel to the North line of said Half 1327.8 feet to the place of beginning. Also, c certain easement detea December 9, 1940, and recorded in Miscellaneous Record 35, page 374, in the office of the Recorder of Hamilton County, Indiana, whereby an easement for placing and mointalnng a gas line was granted to the owners of the above - described realty over and ipon a parcel of realty described as follows, to -wit. 507.04 feet off the North end of the East Half of the Northeast Quarter of Section 10, Township 17 North, Range 3 East, in Hamilton County, State of Indiana. SECTION 10, T. 17N.) R. 3E. HAMILTON COUNTY, OU TY ND A NA NW. CORNER OF THE NT OTR., RE CORNER OF THE 4.E VTR, SECTION 10 T. 17 N SECTION 10, T. COUNTY, N, R. 3 E. R 3 E. HAYL Tao FO INOANA HAMILTON COUNTY, rDIANA HAAT SUR ACE PK NAIL FOUND AT SURFACE AT SIIRPAW PER So REF TIES S 89.5_8'24' W 2653.40• _� 132 � Hcs. NEE TIES 6.70' 1326.AY - I o o 0 v � N N cli N 3 w t`O.il rAl I ro `1330.26' 1770.26' sw. CORNER of THE WE .,� N 8953'25" E 2660.52' WHO+ a TIE NF. O1R, SECTOR 10, T. 17 N., R 3`E., - . SECTION 10. T. 17 w, R 3 E. HAMILTON COUNTY. MAMA HAMILTON COUNTY, INDIANA FENCE POST FOUND PA HAIL FOUND _ AT SURFACE AT 9JitFACE PER HC.S FEE TES SECTION DETAIL MAP 1" = 1000' a` ? a 6681 (D) A WOVEN WRE FENCE 9.2' SOUTH OF DEED UNE F^ ry� J 5/8' REBAR W /CAP SET MRKED SCHNEDER FIRM ODD1) IRON PIPE FOUND' 15.6' SOUTH i l' EAST 0.6' BEER OVERLAP SEE REPORT o° N ZONE X (SHADED) w N pN O 4' WOVEN MIRE FENCE Z 3.1' NORTH OF DEED LINE 77 EAST OF DEED LNE - 4' MAVEN WRE FENCE 2D.9' FAST of DEED LINE 170' SOUTH OF DEED UNE - - 2653.40 106th Street s WATER Zone s scaled per _F: \ Ccrmmunity Map Nu r 18057CO208F th im-"rance Rate Map f r Hamilton County, (maps date Ibruary 19, 2003). DIRT TELUTE DL 1 ar:�" TENNIS 0 0 0 R T a I A : l WATER TOP OF DAM WATER E AE N.E. CORNER OF THE N.E. OTR., SECTION 10, T. 17 N., R. 3 E, HAMILTON COUNTY, INDIANA P.K. NAIL FOUND AT SURFACE PER H.C.S. REF. TIES 5/8' REBAR FOUND v I 24 2' WEST • i _"` By. BFC as' NORTH m DRAWNG TILES R:\1555\Oo1\DWGS\I555O0IS DAG POINT OF BEGINNING x NAG 1.11 Na 0.2' rs WES T Z j WEST 660.0' (D) q MAIN SHOWN IS PER 1 -f+: -7*-: S 89 58'24» W • ?- 660.00.' (� 5 F U 24 9' NEST 4.8' DEED GAP 03, NORTH ME SITE PLAN AS / / i �u PREPARED BY 5.5' DEED CAP SEE REPORT C / / e s � 4 4 NOTE FORCE o g N �O N N aI °zI 3 N _ w l fn 1 GATE is J I tt R 4' WO EN. DEED ENCE \;.. UNE _"` By. BFC REVISIONS: ' 4 MAR D5 - ARF - AWED OFFSITF FORCE MAIN DRAWNG TILES R:\1555\Oo1\DWGS\I555O0IS DAG AREMAP x OF I . I Z j WEST 660.0' (D) q MAIN SHOWN IS PER 1 -f+: -7*-: S 89 58'24» W • ?- 660.00.' (� 5 F U 24 9' NEST 4.8' DEED GAP 03, NORTH ME SITE PLAN AS / / i �u PREPARED BY 5.5' DEED CAP SEE REPORT E- Schneider Cngineeririg 13.1' DEED GA SEE REPORT I� NWT 4 Job No. 3264. WI �p _S.. ,e°Yr� A / DDled n /o1 /W cozUy F (A� O AMye 1�1 E- � E Surveyor's Report rE FN REC D DESCRIPTIONS AND ADJOINERS F�1 A prior deed of the subject tract was acquired with a more de- =riptive controlling calls. (i.e. calling for i 1. in eccoroorce r „h Tte 865, Article 1, Chapter 12 of the Indiana Administrative Code ( "Rule 12 "), the parallel lines and a call thru a stone in the southwest corner o-if the subject tract). This was used to help o g N �O N N aI °zI 3 N _ w l fn 1 GATE is J I tt R 4' WO EN. DEED ENCE \;.. UNE _"` By. BFC REVISIONS: ' 4 MAR D5 - ARF - AWED OFFSITF FORCE MAIN DRAWNG TILES R:\1555\Oo1\DWGS\I555O0IS DAG AREMAP x OF I . I Z j WEST 660.0' (D) q 5 /8' REGAN FOUND 08 NORTH 1 -f+: -7*-: S 89 58'24» W • ?- 660.00.' (� 5 F U 24 9' NEST 4.8' DEED GAP 03, NORTH MAC NAIL SET 03' NEST / i �u SEE REPORT 5.5' DEED CAP SEE REPORT E- >ti' +•z"'•'><.'pyPF'oy`1. µ 0°j Id 13.1' DEED GA SEE REPORT I� NWT o as U �p _S.. ,e°Yr� A F 5 W x as wog cozUy s' (A� O AMye 1�1 E- � ✓ Surveyor's Report rE FN REC D DESCRIPTIONS AND ADJOINERS F�1 A prior deed of the subject tract was acquired with a more de- =riptive controlling calls. (i.e. calling for I 1. in eccoroorce r „h Tte 865, Article 1, Chapter 12 of the Indiana Administrative Code ( "Rule 12 "), the parallel lines and a call thru a stone in the southwest corner o-if the subject tract). This was used to help � fOAloring obserNotlons on! OCIrions are submitted regarding the various uncertainties in the locations of interprete general direction calls. _ the nes end comers estoblshed this survey as a result of uncertainties in reference monumentation; in record desc•iptions cra ats, in lines of occupation; and as introduced by random errors in measurement "Theoret;CCI The north adjoiner creates up to a 3 78 foot deed gap at the .,,,», -est end of the subject tract. This is due ( 'Jrcertonty ,, -here may be unwritten rights associated with these uncertainties. The client to the first call of the north adjoiner agreeing with the lead -in idimension of 507.04 feet, however the °o should assume there s or cmcunt of uncertainty along any line equal in magnitude to the discrepancy in west line of the north adjoiner has a call of 503.26 feet while t- hie north line of the subject tract calls to the location of the Sines cf oossesslon from the surveyed lines. be parallel with the north line of the Northeast Quarter Section z There may oe di°fem rees of deed dimensions versus measured dimensions along the boundary lines shown The southeastern adjoiner has a deed gap from 4.8 feet up to . 3.1 feet at the southeast quadrant of hereon ard, ixewse, there may be found survey markers near, but not precisely at, some boundary the subject tract. The southeastern adjoiner is described from - lturne southeast corner of the Northeast comers In cases Where tf e - agnitude of these differences are less than the Theoretical Uncertainty Quarter and does not meet the south line of the subject tract_ stated bdcw, Bess tran t "e oosi tonal Tolerance (stated in the certification in the case of an ALTA /ACSM Land Title Survey), anc less t'co the uncertainty identified for the reference monumentotion (discussed The southwestern adjoiner has a deed gap from 5.5 feel up to xf 14.5 feet in the southwestern S.E. CORNER OF THE N.C. OTR., below), the differences mcy be considered insignificant and are shown only for purposes of mathematical quadrants of the subject tract. The southwestern adjoiner is dam-_ cribed from the southeast corner of the SECTION 10, T. 17 N., R. 3 E., closure Such differences mat are greater than the Theoretical Uncertainty, Positional Tolerance and the Northeast Quarter and does not meet the south line of the su5v h.ect tract. The north -south line of the HAMILTON COUNTY, INDIANA uncen,orty In reference moru' entation should be considered worthy of notice and are therefore discussed southwestern adjoiner has a deed overlap of 115 feet in the so�,ts-thwestern quadrant of the subject tract P.K. NAIL FOUND farther odor. AT SURFACE SUBJECT TRACT AtONUMENTATION PER H.C.S. REF. TIES This survey and •eporl ore oased in part upon opinions formed in accordance with an Indiana Land Surveyor's responsiDJ:ty to conduct a survey in accordance with "law or a precedent" (865 IAC A Mag nail was found at the northeast come, of the subject tr `r-cict as well as a 5/8 inch rebor on the Rules of the 'rciano State Board of Registration for Land Surveyors), Since Indiana has no north line just west of this nail. statutes addressing how to -esolve boundary lines, a solution based on principles derived from common A Mag nail with washer was set and the southeast corner of t hrT ee subject tract as well as a 5/8 inch cW precedent must be riled upon as the basis for a boundary resolution. rebar was found just west of this set nal. The accuracy any Flood hazard data shown on this report is subject map scale uncertainty and A 5/8 inch rebar was found at the southern most southwest r- corner of the subject tract. ` other uncertainty int in location or elevation n the r The within rt Rood Insurance Rote t ur . to an u c to o referenced y y p Unless otherwise rotes a aepKted hereon, there is no evidence of occupation along the perimeter lines An iron pipe was found at the northeast corner of the southwK -=• •stern adjoiners' tract as shown herein. described tract of land lies within Flood and in Flood Hamra Zone AE as send Zone X, Shaded X on of the subject tract Ad survey monuments set or found this survey are flush with existing grade unless A 5/8 inch rebar with a yellow ca marked "Schneider FIRM OCC A71" was set at the northern most / � p tract plots by scale on Community Map Number '8057CO208F the Flood Insurance Rate Maps for Hamilton Number e otherwise noted southeastern corner of the subject tract County, Indiana (maps dated February 19, 2003). A stone was found at the southwest corner and was called for- in a prior deed for the subject tract This The Theoretical Uncertainty (due to random errors in measurement) of the comers of the subject tract stone was used and held for line and intersected with the wes:-r line of the East Half of the Northeast 3. Ownership information indicated hereon is as identified in County or Township records or on title work established the survey is within the specifications for a Class C Survey (0.5 feet) as defined in IAC 865. Quarter, provided by others. A 5/8 inch rebar with a yellow cap marked "Schneider FIRM Olt, ❑1" was set at the northeast corner of PROJECT the subject tract 4. The subject trect is zoned S2 per toe Comprehensive Zoning Maps for Hamilton County, Indiana. The -His 5/8 inch refers yellow cap marked "Schneider FIRM 0001" wer - set along the north line of the subject setback requirements for S2 zoning can be variable, transitional and subject to legal Interpretation, is a ret•ocement survey for Instrument 103901958 in the Office of the Recorder in Hamilton County, tract per the client's instructions. therefore, setback lines are not depicted hereon. mmono Imprcvements shown are a compilation of previous work performed by the Schneider Corporation and ore shown cs the eNesI of the client. OCCUPATION 5. The within plat and survey were prepared without benefit of current evidence of source of title for the SECTION CORNERS subject tract or adjoiners and are therefore subject to any statement of facts revealed by examination of The east line of the subject tract generally lies along the cen'it T=rline of Spring Mill Rood, such documents. .he co .he control or whim ;hs s:rvey is based is the Indiana Grid NAO 83 East Zone, as established using the The southern line (660 feet) has a 4 foot woven wire fence irT the western portion of this line that lies from 1.5 feel to 3.1 feet line. Certificate of Survey GPS north of the south A o K. Nag was fours per the Hamilton Count reference ties at the surface at the Northeast comer of County -Here A western line (273 feet) has a 4 foot woven wire fence that i ies from 7.2 feet to 20.9 feet east of this line. To the best of my knowledge and belief the within plat represents a survey made under my supervision in the Northeast Quarter s, in my opinion, negligible amount of uncertainly associated with the of comer. The southern line (668.12 feet) has a 4 foot woven wire fend that lies from 17.0 feet to 1.4 feet south accordance with Title 865, Article 1, Chapter 12 of the Indiana Administrative Code. The field work for A Acri A Harrison Monument was °q:nd per the Hamilton County reference ties the surface at the Northwest of the south line. this survey was performed In February 2005. The topographic data was gathered using standard radial techniques with Electronic total data /or using Global Positioning a Nowt nt comer of the Northeast CAlarter There is, in my opinion, negligible amount of uncertainty associated with The west line of the subject tract generally lies along the eas:ei- edge of Hussey lane. surveying an station and collector and the iocation of career The north line of the subject tract has a 4 foot woven wire fa-�'nce that generally lies along this line. ( GPs). /HijIIIA A fence post was found per the Hamilton County reference ties at the surface at the Southwest corner The horizontal location data shown on this survey based it solution derived from Global \\�VptWiNiIWIIRiIT/ry/ // �,,....F....�I/j o� �;�a1s TEgl /yam of the Northeast Quor.r Pere is, in my opinion, negligible amount of uncertainty associated with the are L._oon a positional \�� qS No location of comer Positioning System (GPS) observations processed by National it�-_odetic Survey (NGS) utilizing their Online ° A P.K. Nail Was found per the Hamilton County reference ties at the surface at the Southeast comer of Positioning User Service (OPUS) software. The coordinate values; = -, shown are in the Indiana State Plane �_.�.,Q� l.Q,(.(•.�i - 910012• the Northeast Qucrter There is, in my opinion, negligible amount of uncertainty associated with the location of comer. Coordinate System East Zone on the 1983 North American Dcs-tr•um (NAD83) utilizing the Continuously Operating Reference Station (CORS) determines by NGS. It is that the B F Catlin - - -- STATE ow ;/ "•1Nai All of the of mer:oree corners are in Section 10, Township 17 North, Range 3 East, Hamilton County, ad ustment as my opinion Regisegis er� Surveyor #910012 %' ARM".... � Indiana Theoretical Uncertainty (TU) of the project coordinates does n oat exceed the above stated TU of this 23 February 2005 + survey. �nuunnnmtMtvt °v VICINIIY MAT' 1 = 2000 ASSUMED NORTH SCALE 1" = 50' EGENQ ® IM d INLET OR CATCH BASIN m $EWER MANHOLE ® TELEPHONE MANHOLE QA ACCESS COVER Q TRAFFIC MANHOLE ® WATER MANHOLE • MANHOLE .C.CUMOUT G AREA LIGHT �---fl UTILITY POLE WAIN GUY WIRE 4 UTILITY POLE WIN RISER \ 0 RAG POLE © TRAFFIC POLE °u UrUTY PEDESTAL OE ELECTRIC METER ® ELECTRIC TRANSIF OR ® CONDITIONING UNIT -»� URUTY VALVE b HYDRANT O WELL --WATER VALVE C w WATER METER -Pa-GAS VAI VE Oa GAS METER SIGNS ® MAILBOX TREE, SHRUB BENCHMARK SOIL BORNG -- - - - - - - - OVERHEAD UTILITY LINES -- TV UNDERGROUND TaiMS101 -- E UNDERGROUND ELECTRIC T UNDERGROUND TELEPHCN TO UNDERGROUND FIBER OPT F UNOFIN.ROIIND FORCE MI G UNDERGROUND GAS UNE V/ UNDERGROUND WATER W - S - SEWER UNE - UNDERGROUND STORM SE UNDERGROUND SANITARY BE EDGE OF WOOD$ x X- FENCE LINE -- FLOW LINE )) = DEED BEARING OR DISTANCE 2) - RECORD BEARING OR DISTANCE A) = MEASURED BEARING OR DISTANCE u) = PLAT ANGLE OR DISTANCE Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317 826.7200 www.schn eidercorp. cam Architecture Civil Engineering Environmental Engineering Geotechnical Services G'S ' 'IS Home Huddler Services Interior Design Land Surveying Landscape Architecture Transportation Engineering PRfAEGi NO.: 1555.001 DRAWN 9Y: JRF _"` By. BFC REVISIONS: ' 4 MAR D5 - ARF - AWED OFFSITF FORCE MAIN DRAWNG TILES R:\1555\Oo1\DWGS\I555O0IS DAG AREMAP HFET NO. l JO 1 0JV OF I . I A C:) E- VICINIIY MAT' 1 = 2000 ASSUMED NORTH SCALE 1" = 50' EGENQ ® IM d INLET OR CATCH BASIN m $EWER MANHOLE ® TELEPHONE MANHOLE QA ACCESS COVER Q TRAFFIC MANHOLE ® WATER MANHOLE • MANHOLE .C.CUMOUT G AREA LIGHT �---fl UTILITY POLE WAIN GUY WIRE 4 UTILITY POLE WIN RISER \ 0 RAG POLE © TRAFFIC POLE °u UrUTY PEDESTAL OE ELECTRIC METER ® ELECTRIC TRANSIF OR ® CONDITIONING UNIT -»� URUTY VALVE b HYDRANT O WELL --WATER VALVE C w WATER METER -Pa-GAS VAI VE Oa GAS METER SIGNS ® MAILBOX TREE, SHRUB BENCHMARK SOIL BORNG -- - - - - - - - OVERHEAD UTILITY LINES -- TV UNDERGROUND TaiMS101 -- E UNDERGROUND ELECTRIC T UNDERGROUND TELEPHCN TO UNDERGROUND FIBER OPT F UNOFIN.ROIIND FORCE MI G UNDERGROUND GAS UNE V/ UNDERGROUND WATER W - S - SEWER UNE - UNDERGROUND STORM SE UNDERGROUND SANITARY BE EDGE OF WOOD$ x X- FENCE LINE -- FLOW LINE )) = DEED BEARING OR DISTANCE 2) - RECORD BEARING OR DISTANCE A) = MEASURED BEARING OR DISTANCE u) = PLAT ANGLE OR DISTANCE Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317 826.7200 www.schn eidercorp. cam Architecture Civil Engineering Environmental Engineering Geotechnical Services G'S ' 'IS Home Huddler Services Interior Design Land Surveying Landscape Architecture Transportation Engineering GATE. 23 FEB 05 PRfAEGi NO.: 1555.001 DRAWN 9Y: JRF _"` By. BFC REVISIONS: ' 4 MAR D5 - ARF - AWED OFFSITF FORCE MAIN DRAWNG TILES R:\1555\Oo1\DWGS\I555O0IS DAG AREMAP HFET NO. l JO 1 0JV OF I A C:) E- E- ZO I� NWT o as U � A F 5 W x as wog cozUy (A� O AMye 1�1 E- � ✓ 1••e�•1 rE FN F�1 a A � I I GATE. 23 FEB 05 PRfAEGi NO.: 1555.001 DRAWN 9Y: JRF _"` By. BFC REVISIONS: ' 4 MAR D5 - ARF - AWED OFFSITF FORCE MAIN DRAWNG TILES R:\1555\Oo1\DWGS\I555O0IS DAG AREMAP HFET NO. l JO 1 0JV OF I w t i w w i