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T I IN row cu cu R ®9'= 'cry_ +' c 5'' Q4 `' 7 P C 5 = a cti, O ,4 9` 1' 50 I ''� 5PACE5 ® 9- 08 cv I 7 P C g `= 4' O �T A r I. l i -_ _ a I % / r rJ i \ 2 I i = / c%j Cu ��9.1 ?7•.31 - - - - - -- _- :� - - - -- __ � --------- - - - - -- �— ', � /• PA cbv 1 S' , Y A� 7 C '.� ' d ` O �� '� k 0 O P r v 10 10' / P � - % /�' %i : j'� /, / / / 8 WALKING PATH i 8 WALKING ATM r� i �/�77/00/v2/ v �W& � O� \\ �F ROB 5351'Iy4�% � ".�����.��— ���������������� ���w��������w.��.�����so M a, c0 L, \ � � \ _ _ ? ?9. 33 1.183 1? °�• / _ eo,'yRF \\\B•S.I19•w_ CR`W 2 P Op p o•. ;c� O DWG FILE: 0: \IN2000\ 0236 \IN2000.0236.074.SP.C21 SPELLCHK: PLOT SCALE: 1:50.000 EDIT DATE: 05/05/00 15:32:41 L PLOT ORIGIN: 0.00,0.00 EDITED BY: PED - S1�7 .s �,Tr- - - -- — - - -- — ` - - -- -- - - - --r i • nn _ F ----- 1------ - - - - -- -- �-- - - - - -- r Of 1 fr 1 1 1 1 1 1 1 1 i / 1 / 1 1 1 1 1 1 1 i 1 1 1 1 i i 1 1 1 I I 5. ALL DIMENSIONS ARE PARALLEL WITH, OR PERPENDICULAR TO BASE LINES, PROPERTY LINES OR BUILDING LINES UNLESS NOTED OTHERWISE. 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 7. PROVIDE SMOOTH TRANSITIONS FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 8. ALL EXCAVATED AREAS SHALL BE SEEDED AFTER FINISH GRADING UNLESS OTHERWISE NOTED. ALL NEW SEEDED AREAS SHALL HAVE A MINIMUM OF 4" OF TOP SOIL. 9. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS, ALL AREAS WHERE THE EXISTING PAVEMENT OR LAWNS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY CONTRACTORS, SUBCONTRACTORS OR SUPPLIERS AFTER CONSTRUCTION WORK IS COMPLETE. 10. THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL IN ALL AREAS WHERE NEW ASPHALT PAVEMENT IS INDICATED TO JOIN EXISTING ASPHAL f. 11. ALL UTILITY TRENCHES WITHIN 5 FEET OF PAVEMENT SHALL BE COMPLETELY BACKFILLED WITH GRANULAR MATERIAL. 12. ALL ASPHALT TO BE IN ACCORDANCE WITH I.N.D.O.T, STANDARD SPECIFICATIONS RELATIVE TO MATERIAL, MIX. PLACEMENT AND WORKMANSHIP 13. CHAMFER ENDS OF ALL CURBS. 14, SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 15. ALL SIDEWALKS SHALL �OMPLY WITH A.D.A. STANDARDS, MAX. CROSS SLOPE OF /4 /FT. & MAX, SLOPE OF 1 :20. 16. EXISTING PAVEMENT TO BE SAWCUT IN ALL AREAS WHERE INDICATED NEW PAVEMENT TO JOIN EXISTING. CAUTION !! 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 - Poc No. * 19900533 '. STATE OF !HD IAN►`. \��� /ONAIL CERTIFIED BY Z a J a w U) a Z f � r cq CC♦♦hh M! Q 0 Uj a w J W V • DATE: 03/17/00 DRAWN BY: PED CHWD BY: KE6 JOB NO. IN2C?00025G O cq A 0 50 100 co sir ! U <Noq o � . z pl c � O a FBI W SCALE: 1 "= 50' ' Q .4 i� E ' z � ;, PROPOSED LEGEND N ow �� cc c� �''' ° LIGHT DUTY ASPHALT - r , HEAVY DUTY ASPHALT " V•x rte■ Z �I < v 0 INDOT ASPHALT w _� �� _c L �' HAMILTON COUNTY HIGHWAY ASPHALT z P T 0 CONCRETE 0. O ® G" CONCRETE CURE 4 GUTTER Q lr 1 © G" CONCRETE CURD 4 WALK W �• © CUR5 RAMP TYPE "H" jx " " ® HANDICAP RAMP TYPE K LU ® HANDICAP RAMP TYPE "G" Uj ® HANDICAP ACCE5516LE PARKING SPACE cc C� 0 w y C � = u SITE NOTES 00 ~ ~o q �, N CL U 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. M Z 2. ALL PARKING STRIPES ARE TO BE 4" PAINTED, (WHITE). - `- HANDICAPPED ACCESS AISLES SHALL BE 4" PAINTED, (BLUE). 3. ALL DIMENSIONS ARE TO EDG F R FA E PA M NT 0 VE 0 E CE OF Z CURB, UNLESS NOTED OTHERWISE• 4. ALL DIMENSIONS ARE TO FACE OF BRICK OR FACING MATERIAL, WHERE APPLICABLE. 5. ALL DIMENSIONS ARE PARALLEL WITH, OR PERPENDICULAR TO BASE LINES, PROPERTY LINES OR BUILDING LINES UNLESS NOTED OTHERWISE. 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 7. PROVIDE SMOOTH TRANSITIONS FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 8. ALL EXCAVATED AREAS SHALL BE SEEDED AFTER FINISH GRADING UNLESS OTHERWISE NOTED. ALL NEW SEEDED AREAS SHALL HAVE A MINIMUM OF 4" OF TOP SOIL. 9. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS, ALL AREAS WHERE THE EXISTING PAVEMENT OR LAWNS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY CONTRACTORS, SUBCONTRACTORS OR SUPPLIERS AFTER CONSTRUCTION WORK IS COMPLETE. 10. THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL IN ALL AREAS WHERE NEW ASPHALT PAVEMENT IS INDICATED TO JOIN EXISTING ASPHAL f. 11. ALL UTILITY TRENCHES WITHIN 5 FEET OF PAVEMENT SHALL BE COMPLETELY BACKFILLED WITH GRANULAR MATERIAL. 12. ALL ASPHALT TO BE IN ACCORDANCE WITH I.N.D.O.T, STANDARD SPECIFICATIONS RELATIVE TO MATERIAL, MIX. PLACEMENT AND WORKMANSHIP 13. CHAMFER ENDS OF ALL CURBS. 14, SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 15. ALL SIDEWALKS SHALL �OMPLY WITH A.D.A. STANDARDS, MAX. CROSS SLOPE OF /4 /FT. & MAX, SLOPE OF 1 :20. 16. EXISTING PAVEMENT TO BE SAWCUT IN ALL AREAS WHERE INDICATED NEW PAVEMENT TO JOIN EXISTING. CAUTION !! 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 - Poc No. * 19900533 '. STATE OF !HD IAN►`. \��� /ONAIL CERTIFIED BY Z a J a w U) a Z f � r cq CC♦♦hh M! Q 0 Uj a w J W V • DATE: 03/17/00 DRAWN BY: PED CHWD BY: KE6 JOB NO. IN2C?00025G I REVISIONS I SHEET NO. C2ml OF