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Home My WebLink About4r- 10.00 (150C TO R) i PWP OF I} i I 0 0 I „ I � I I 10.41' ( DOC TOR ) a� 0 PWP 0 0 I I I 11 o7, DWG FILE: C:\98\327\PLAN\98327SPI SPELLCHK: PLOT SCALE: 1:30.000 EDIT DATE: 04/24/98 L PLOT ORIGIN: 0.00.0.00 EDITED BY: JCS - S121 POST • PWP — — —X— — — .S` .S 0 GP OLP I (WEEDS) ZONED M5 EXI5TING 6UIL DING LEGEND EXISTING POST EXISTING POWER POLE EXISTING OVERHEAD ELECTRIC EXISTING FARM FENCE I EXISTING SANITARY PIPE EXISTING SANITARY MANHOLE EXISTING CLEANOUT EXISTING DRAIN SPOUT; EXISTING GUARD POST EXISTING LIGHT POLE EXISTING TREE OLIGHT DUTY ASPHALT HEAVY DUTY ASPHALT CONCRETE 10. Cpl' (150C TOIL ) (WEEDS) CAUTION H THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks mode upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1-800-382-5544 CALL TOLL FREE - INDIANA UNDERGROUND - O' 30' 60' SCALE- 1'=30' LEGAL DESCRIPTION PART OF THE SOUTHWEST QUARTER OF SOUTHWEST QUARTER OF SECTION 36, TOWNSHIP 18 NORTH, RANGE 3 EAST, HAMILTON COUNTY, INDIANA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A PK NAIL (SET) ON THE SOUTH LINE OF SAID SOUTHWEST QUARTER SECTION BEING NORTH 89 DEGREES 39 MINUTES 19 SECONDS WEST (ASSUMED BEARING) 277.48 FEET FROM THE SOUTHEAST CORNER OF SAID QUARTER SECTION; THENCE NORTH 89 DEGREES 39 MINUTES 19 SECONDS WEST ALONG SAID SOUTH LINE 386.47 FEET TO THE SOUTHWEST CORNER OF THE EAST HALF OF SAID QUARTER -QUARTER SECTION; THENCE NORTH 00 DEGREES 44 MINUTES 00 SECONDS EAST ALONG THE WEST LINE OF THE EAST HALF OF SAID QUARTER -QUARTER SECTION 245.75 FEET; THENCE SOUTH 89 DEGREES 39 MINUTES 19 SECONDS EAST PARALLEL WITH SAID SOUTH LINE 515.00 FEET TO AN IRON PIN (SET); THENCE SOUTH 03 DEGREES 00 MINUTES 54 SECONDS EAT 560.84 FEET TO AN IRON PIN (SET) ON A NON -TANGENT CURVE, THE RADIUS POINT OF THICH BEARS SOUTH 00 DEGREES 42 MINUTES 40 SECONDS EAST 165.00 FEET FROM SAID IRON PIN; THENCE SOUTHWESTERLY ALONG SAID CURVE 253.65 FEET TO AN IRON PIN SET AT THE POINT OF TANGENCY OF SAID CURVE BEING NORTH 88 DEGREES 47 MINUTES 22 SECONDS WEST 165,00 FEET FROM SAID RADIUS POINT; THENCE SOUTH 01 DEGREES 12 MINUTES 38 SECONDS WEST 523.42 FEET TO THE POINT OF BEGINNING AND CONTAINING 13.114 ACRES MORE OR LESS. GENERAL 51TE NOTE5: 1. ALL WORT: TO CONFORM TO STATE AND LOCAL REGULATION5. 2, ALL PARKING 5TRIPE5 ARE TO DE 4" PAINTED, (WHITE) 5. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT OR FACE OF CURD, WHERE APPLICABLE. 4, ALL DIMEN51ON5 ARE TO OUTSIDE FACE OF BRICK OR FACING MATERIAL, WHERE APPLICABLE. 5. ALL DIMEN51ON5 ARE PARALLEL WITH, OR PERPENDICULAR TO PROPERTY LINES OR BA5E LINES UNLE55 OTHERW15E NOTED. G. THE CONTRACTOR SHALL VERIFY ALL DIMEN51ON5 IN THE FIELD BEFORE STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RE5PON516LE FOR ALL FIELD DIMENSIONS. IF ANY D15CREPANCIE5 ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY A/E IMMEDIATELY. 7. PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES A5 NECE55ARY. 8. ALL EXCAVATED AREAS TO DE SEEDED AND/OR SODDED AFTER FIN15H GRADING UNLE55 OTHERWISE NOTED. ALL NEW SODDED/SEEDED AREAS SHALL HAVE A MINIMUM OF 4" OF TOP 501L. HOLD 501L DOWN 1" FROM PAVEMENT ELEVATION. CONTRACTOR TO SUPPLY STRAW MULCH WHERE EVER GRA55 SEED HA5 BEEN PLANTED. 9. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS WHERE THE EXISTING PAVEMENT OR LAWNS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC DY CONTRACTORS, 5U8- CONTRACTOR5 OR 5UPPLIER5, AFTER CONSTRUCTION WORK 15 COMPLETE. 10. THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL IN ALL AREAS WHERE NEW ASPHALT PAVEMENT 15 INDICATED TO JOIN EXISTING. 11. ALL UTILITY TRENCHES WITHIN 5 FEET OF PAVEMENT SHALL BE COMPLETELY BACKFILLED WITH GRANULAR BACKFILL. SITE DATA TABLE TOTAL S.F. = - REQUIRED RATIO = 1 SPACE/150 S.F. SPACES REQUIRED - SPACES PROVIDED 9X20 - HANDICAP ACCESSIBLE - TOTAL PROVIDED - I - F5 z I - w 1 Lu v) ' I 1 Zw 1 oel— — —T:i:!wP— -+ —oel— -- -- ---------' ---------------L- 3 1 (DIRT) I I I 1 I 1 1 1 1 I I I � 1 i I 1 1 1 I - v I I 1 I 1 ' (WEEDS) I I coI I I I CS a 1 W z I 100 Io N I I t0 1 J 1 20' 1 d7 I to I IW 1 p d' I to I I I I IZ ( I 1 i I 1 II i 1 o i I I ' 1 I I 1 v Q I � i I I I 1 �9 II ► 1 (DIRT) I I Q_ II � I ' ' ' I I I I II I DRAINAGE EASEMENT J I 1 - 1 I I I It I 1 1 --- 1 It CAUTION H THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks mode upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1-800-382-5544 CALL TOLL FREE - INDIANA UNDERGROUND - O' 30' 60' SCALE- 1'=30' LEGAL DESCRIPTION PART OF THE SOUTHWEST QUARTER OF SOUTHWEST QUARTER OF SECTION 36, TOWNSHIP 18 NORTH, RANGE 3 EAST, HAMILTON COUNTY, INDIANA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A PK NAIL (SET) ON THE SOUTH LINE OF SAID SOUTHWEST QUARTER SECTION BEING NORTH 89 DEGREES 39 MINUTES 19 SECONDS WEST (ASSUMED BEARING) 277.48 FEET FROM THE SOUTHEAST CORNER OF SAID QUARTER SECTION; THENCE NORTH 89 DEGREES 39 MINUTES 19 SECONDS WEST ALONG SAID SOUTH LINE 386.47 FEET TO THE SOUTHWEST CORNER OF THE EAST HALF OF SAID QUARTER -QUARTER SECTION; THENCE NORTH 00 DEGREES 44 MINUTES 00 SECONDS EAST ALONG THE WEST LINE OF THE EAST HALF OF SAID QUARTER -QUARTER SECTION 245.75 FEET; THENCE SOUTH 89 DEGREES 39 MINUTES 19 SECONDS EAST PARALLEL WITH SAID SOUTH LINE 515.00 FEET TO AN IRON PIN (SET); THENCE SOUTH 03 DEGREES 00 MINUTES 54 SECONDS EAT 560.84 FEET TO AN IRON PIN (SET) ON A NON -TANGENT CURVE, THE RADIUS POINT OF THICH BEARS SOUTH 00 DEGREES 42 MINUTES 40 SECONDS EAST 165.00 FEET FROM SAID IRON PIN; THENCE SOUTHWESTERLY ALONG SAID CURVE 253.65 FEET TO AN IRON PIN SET AT THE POINT OF TANGENCY OF SAID CURVE BEING NORTH 88 DEGREES 47 MINUTES 22 SECONDS WEST 165,00 FEET FROM SAID RADIUS POINT; THENCE SOUTH 01 DEGREES 12 MINUTES 38 SECONDS WEST 523.42 FEET TO THE POINT OF BEGINNING AND CONTAINING 13.114 ACRES MORE OR LESS. GENERAL 51TE NOTE5: 1. ALL WORT: TO CONFORM TO STATE AND LOCAL REGULATION5. 2, ALL PARKING 5TRIPE5 ARE TO DE 4" PAINTED, (WHITE) 5. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT OR FACE OF CURD, WHERE APPLICABLE. 4, ALL DIMEN51ON5 ARE TO OUTSIDE FACE OF BRICK OR FACING MATERIAL, WHERE APPLICABLE. 5. ALL DIMEN51ON5 ARE PARALLEL WITH, OR PERPENDICULAR TO PROPERTY LINES OR BA5E LINES UNLE55 OTHERW15E NOTED. G. THE CONTRACTOR SHALL VERIFY ALL DIMEN51ON5 IN THE FIELD BEFORE STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RE5PON516LE FOR ALL FIELD DIMENSIONS. IF ANY D15CREPANCIE5 ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY A/E IMMEDIATELY. 7. PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES A5 NECE55ARY. 8. ALL EXCAVATED AREAS TO DE SEEDED AND/OR SODDED AFTER FIN15H GRADING UNLE55 OTHERWISE NOTED. ALL NEW SODDED/SEEDED AREAS SHALL HAVE A MINIMUM OF 4" OF TOP 501L. HOLD 501L DOWN 1" FROM PAVEMENT ELEVATION. CONTRACTOR TO SUPPLY STRAW MULCH WHERE EVER GRA55 SEED HA5 BEEN PLANTED. 9. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS WHERE THE EXISTING PAVEMENT OR LAWNS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC DY CONTRACTORS, 5U8- CONTRACTOR5 OR 5UPPLIER5, AFTER CONSTRUCTION WORK 15 COMPLETE. 10. THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL IN ALL AREAS WHERE NEW ASPHALT PAVEMENT 15 INDICATED TO JOIN EXISTING. 11. ALL UTILITY TRENCHES WITHIN 5 FEET OF PAVEMENT SHALL BE COMPLETELY BACKFILLED WITH GRANULAR BACKFILL. SITE DATA TABLE TOTAL S.F. = - REQUIRED RATIO = 1 SPACE/150 S.F. SPACES REQUIRED - SPACES PROVIDED 9X20 - HANDICAP ACCESSIBLE - TOTAL PROVIDED -