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HomeMy WebLinkAbout05050111.5t _ -- ' GUTTER 70 \\ \ 72 t OF EX. CURB & WITH \ 8E REMOVED & REPGUTTDER ca,c CURD TO CONCRETE 1-iP F' _521 t OF EX. &REP ACE WITH 527 °0505 "E D - GINNING BE RCONCRETF Up GUTTER BE t 005 ACRES AO IN 1 , X• PAVEMENT MATCAEE IN NI) I SAWCUT E F + 1 ILL- J. if '. I 11 t it i if I ej III ! I I i I Ic�l � ♦ \ I III !! ! III I I I I I I r�• y , u lIY If R � v V << ,; z 0 cr X Q I I I I I I I I I I i i I I I I 1 I I j__ - -I - -- - -� - - -- ---- t - - - -- - -- - i - ----- 30' MIN. FRONT YARD SETBACK I it i II i II mI II �I II �I 1 i 11 iv i II ,•�� 1 II I it I II III t! N ( r t; r I if I if 1 !! m 0 PARK NORTHWESTERN REGULATED DRAIN EASEMENT N O v o I O \ �- FI1TIiRF RIKF PATH - ------ - - - - -- a Ld IF 14 �- .ter• - \ o \ \ C) \ o � ` N \ \' °Ln II CURVE DATA \ � - 1� R = 415.00' L = 65.38' \ A = 09 001'37° \ C LEN 2 65.32' \ . BRG = S31035'54 �-- - V \ -G \ \ 5,R \� \ -13 - (GRP55) \ t� C` X/50 r ?� /v ,,--PROPOSED GROUND - MOUNTED \ (REFER TO ARCHITECTURAL Pt FOR DETAILS) •a < �v III nn /A\ mn of �-�' -- BLOCK C r z VICINITY MAP N.T.S. 0 20' 40' SCALE: V=20 20' SITE LEGEND LIGHT DUTY PAVEMENT HEAVY DUTY PAVEMENT CONCRETE AO COMBINED CURB & GUTTER TYPE II © COMBINED CURB & GUTTER TYPE III ® COMBINED CURB & WALK © ADA ACCESSIBLE RAMP, TYPE I © ADA ACCESSIBLE RAMP, TYPE II OD ADA ACCESSIBLE PARKING SIGN ® ADA ACCESSIBLE PARKING SIGN (VAN) �E PRECAST CONCRETE PARKING BARRIERS OF CURB TURNOUT © "DO NOT ENTER" SIGN fit& DIRECTIONAL ARROWS, PAINTED WHITE ONLY WORD "ONLY ", PAINTED WHITE ® ADA ACCESSIBLE PARKING SPACE LEGAL DESCRIPTION Lot 3, Block C, West Carmel Center A part of the Northwest Quarter of Section 7, Township 17 North, Range 3 East located in Clay Township, Hamilton County, Indiana being bounded as follows: Commencing at the Northeast Corner of the Northwest Quarter of Section 7, Township 17 North, Range 3 East; thence South 00 degrees 25 minutes 52 seconds East (assumed bearing) 45.00 feet along the East Line of said Northwest Quarter to a point being 45.00 feet (measured perpendicularly in a southerly direction) from the North Line of said Northwest Quarter; thence South 89 degrees 05 minutes 48 seconds West 691.99 feet parallel with the North Line of said Northwest Quarter to the point of beginning of West Carmel Center Replat of Block A as per plat thereof recorded as instrument #2002000009391 in Plat Cabinet 2, slide 746 by the recorder of Hamilton County, Indiana, the following five (5) courses are along the boundary of said subdivision; 1) thence South 45 degrees 40 minutes 18 seconds East 35.21 feet; 2) thence South 00 degrees 26 minutes 24 seconds East 146.27 feet to the point of curvature of a curve to the left, said point of curvature being South 89 degrees 33 minutes 36 seconds West 390.00 feet from the radius point of said curve; 3) thence southerly and southeasterly 242.81 feet along said curve to its point of tangency, said point of tangency being South 53 degrees 53 minutes 17 seconds West 390.00 feet from the radius point of said curve; 4) thence South 36 degrees 06 minutes 43 seconds East 77.55 feet; 5) thence South 53 degrees 05 minutes 14 seconds West 313.37 feet; thence South 27 degrees 05 minutes 05 seconds East 339.38 feet to the POINT OF BEGINNING of this description; thence South 27 degrees 05 minutes 05 seconds East 269.02 feet to the point of curvature of a curve to the left, sold point of curvature being South 62 degrees 54 minutes 55 seconds West 415.00 feet from the radius point of said curve; thence southeasterly 65.38 feet along said curve to its point of tangency, said point of tangency being South 53 degrees 53 minutes 18 seconds West 415.00 feet from the radius point of said curve; thence South 36 degrees 06 minutes 42 seconds East 22.04 feet to the northwestern boundary of Block D, West Carmel Center as per plat thereof recorded as instrument #200000057496 in Plat Cabinet 2, slide 515 by said Recorder, the next four (4) courses are along the boundary of said Block D, West Carmel Center; 1) thence South 55 degrees 41 minutes 53 seconds West 35.14 feet; 2) thence South 43 degrees 20 minutes 38 seconds West 83.70 feet; 3) thence South 45 degrees 18 minutes 00 seconds West 89.14 feet; 4) thence South 53 degrees 11 minutes 22 seconds West 157.11 feet to the northeastern right -of -way for US 421 (Michigan Road) (the South 18 degrees 19 minutes 31 seconds East 820.87 foot -long course; the bearing is recited from the WARRANTY DEED recorded as instrument #200100027361 by said Recorder); thence North 18 degrees 39 minutes 52 seconds West 487.29 feet along said right -of -way line to a point being South 71 degrees 16 minutes 06 seconds West of the point of beginning; thence North 71 degrees 16 minutes 06 seconds East 276.51 feet to the POINT OF BEGINNING containing 3.005 acres, more or less. Note: This tract of land shall be described as Lot 3 of Block C of West Carmel Center upon the recording of the plat. SITE NOTES 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 2. ALL PARKING STRIPES ARE TO BE 4" PAINTED (WHITE). HANDICAPPED ACCESS AISLES SHALL BE 4" PAINTED (BLUE). 3. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT OR FACE OF 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 ASPHALT. 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 COMPLY WITH A.D.A. STANDARDS, MAX. CROSS SLOPE OF 1 /4' /FT. & MAX. SLOPE OF 1: 20. 16. EXISTING PAVEMENT TO BE SAWCUT IN ALL AREAS WHERE INDICATED NEW PAVEMENT TO JOIN EXISTING. PARKING ANALYSIS MEDFORD PLACE TOTAL S.F. = 9,190 REQUIRED RATIO = 1 SPACE / 300 S.F. TOTAL SPACES REQUIRED = 31 STANDARD PARKING (9' WIDE) 22 STANDARD PARKING (10' WIDE) 7 ACCESSIBLE PARKING PROVIDED 2 ( INCLUDES 1 VAN ACCESSIBLE ) TOTAL PROPOSED PARKING 31 CAUTION ! I 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 made 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 - Architects Consultants Engineers AMERICAN CONSULTING, INC. 7260 SHADELAND STATION INDIANAPOLIS, IN 46256.3917 3175475580 317543.0270 Copyright (C) 2005 - American Consulting. Ina PR BLOCK C, LLC. 8463 CASTLEWOOD DRIVE INDIANAPOLIS, INDIANA MEDFORD PLACE (LOT 3) AT WEST CARMEL CENTER CONSULTANTS f ETgy� No. * 19900549 'Q� STALE ff �HDIAN�.••' • CERTIFIED BY DATE- 03/31/05 DRAWN BY- PED CHECKED BY- AF ISSUED FOR- DATE- ACE PROJECT 9- IN2004.0948 TITLE SITE PLAN C2m2 1( r _______-------------------------------- --------- _ 1 fry',------------------------------- I r----------------------------- -- �- -r- - -� p} -------------- - - - - - -- ------- - - - - - -- - - -- - - - -f� ' ' I I ------ --- - ------ °-_ v �. ���= � `��� � 191 � - -- ' ' '.! ` I I II ! " i iPl I II i ilia" ! ! II 1 4 it I II I II' I II t Ii I 4 I i ! I I BANK ONE BUILDING I I I I H I ! h I !! 1 if I i ; 1 11 i 1 1 iii I : 4 !I I 1 Ill i 4'j ! -r - - - - - - - - - - - - - - - I I 30' MIN. FRONT YARD SETBACK I it i II i II mI II �I II �I 1 i 11 iv i II ,•�� 1 II I it I II III t! N ( r t; r I if I if 1 !! m 0 PARK NORTHWESTERN REGULATED DRAIN EASEMENT N O v o I O \ �- FI1TIiRF RIKF PATH - ------ - - - - -- a Ld IF 14 �- .ter• - \ o \ \ C) \ o � ` N \ \' °Ln II CURVE DATA \ � - 1� R = 415.00' L = 65.38' \ A = 09 001'37° \ C LEN 2 65.32' \ . BRG = S31035'54 �-- - V \ -G \ \ 5,R \� \ -13 - (GRP55) \ t� C` X/50 r ?� /v ,,--PROPOSED GROUND - MOUNTED \ (REFER TO ARCHITECTURAL Pt FOR DETAILS) •a < �v III nn /A\ mn of �-�' -- BLOCK C r z VICINITY MAP N.T.S. 0 20' 40' SCALE: V=20 20' SITE LEGEND LIGHT DUTY PAVEMENT HEAVY DUTY PAVEMENT CONCRETE AO COMBINED CURB & GUTTER TYPE II © COMBINED CURB & GUTTER TYPE III ® COMBINED CURB & WALK © ADA ACCESSIBLE RAMP, TYPE I © ADA ACCESSIBLE RAMP, TYPE II OD ADA ACCESSIBLE PARKING SIGN ® ADA ACCESSIBLE PARKING SIGN (VAN) �E PRECAST CONCRETE PARKING BARRIERS OF CURB TURNOUT © "DO NOT ENTER" SIGN fit& DIRECTIONAL ARROWS, PAINTED WHITE ONLY WORD "ONLY ", PAINTED WHITE ® ADA ACCESSIBLE PARKING SPACE LEGAL DESCRIPTION Lot 3, Block C, West Carmel Center A part of the Northwest Quarter of Section 7, Township 17 North, Range 3 East located in Clay Township, Hamilton County, Indiana being bounded as follows: Commencing at the Northeast Corner of the Northwest Quarter of Section 7, Township 17 North, Range 3 East; thence South 00 degrees 25 minutes 52 seconds East (assumed bearing) 45.00 feet along the East Line of said Northwest Quarter to a point being 45.00 feet (measured perpendicularly in a southerly direction) from the North Line of said Northwest Quarter; thence South 89 degrees 05 minutes 48 seconds West 691.99 feet parallel with the North Line of said Northwest Quarter to the point of beginning of West Carmel Center Replat of Block A as per plat thereof recorded as instrument #2002000009391 in Plat Cabinet 2, slide 746 by the recorder of Hamilton County, Indiana, the following five (5) courses are along the boundary of said subdivision; 1) thence South 45 degrees 40 minutes 18 seconds East 35.21 feet; 2) thence South 00 degrees 26 minutes 24 seconds East 146.27 feet to the point of curvature of a curve to the left, said point of curvature being South 89 degrees 33 minutes 36 seconds West 390.00 feet from the radius point of said curve; 3) thence southerly and southeasterly 242.81 feet along said curve to its point of tangency, said point of tangency being South 53 degrees 53 minutes 17 seconds West 390.00 feet from the radius point of said curve; 4) thence South 36 degrees 06 minutes 43 seconds East 77.55 feet; 5) thence South 53 degrees 05 minutes 14 seconds West 313.37 feet; thence South 27 degrees 05 minutes 05 seconds East 339.38 feet to the POINT OF BEGINNING of this description; thence South 27 degrees 05 minutes 05 seconds East 269.02 feet to the point of curvature of a curve to the left, sold point of curvature being South 62 degrees 54 minutes 55 seconds West 415.00 feet from the radius point of said curve; thence southeasterly 65.38 feet along said curve to its point of tangency, said point of tangency being South 53 degrees 53 minutes 18 seconds West 415.00 feet from the radius point of said curve; thence South 36 degrees 06 minutes 42 seconds East 22.04 feet to the northwestern boundary of Block D, West Carmel Center as per plat thereof recorded as instrument #200000057496 in Plat Cabinet 2, slide 515 by said Recorder, the next four (4) courses are along the boundary of said Block D, West Carmel Center; 1) thence South 55 degrees 41 minutes 53 seconds West 35.14 feet; 2) thence South 43 degrees 20 minutes 38 seconds West 83.70 feet; 3) thence South 45 degrees 18 minutes 00 seconds West 89.14 feet; 4) thence South 53 degrees 11 minutes 22 seconds West 157.11 feet to the northeastern right -of -way for US 421 (Michigan Road) (the South 18 degrees 19 minutes 31 seconds East 820.87 foot -long course; the bearing is recited from the WARRANTY DEED recorded as instrument #200100027361 by said Recorder); thence North 18 degrees 39 minutes 52 seconds West 487.29 feet along said right -of -way line to a point being South 71 degrees 16 minutes 06 seconds West of the point of beginning; thence North 71 degrees 16 minutes 06 seconds East 276.51 feet to the POINT OF BEGINNING containing 3.005 acres, more or less. Note: This tract of land shall be described as Lot 3 of Block C of West Carmel Center upon the recording of the plat. SITE NOTES 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 2. ALL PARKING STRIPES ARE TO BE 4" PAINTED (WHITE). HANDICAPPED ACCESS AISLES SHALL BE 4" PAINTED (BLUE). 3. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT OR FACE OF 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 ASPHALT. 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 COMPLY WITH A.D.A. STANDARDS, MAX. CROSS SLOPE OF 1 /4' /FT. & MAX. SLOPE OF 1: 20. 16. EXISTING PAVEMENT TO BE SAWCUT IN ALL AREAS WHERE INDICATED NEW PAVEMENT TO JOIN EXISTING. PARKING ANALYSIS MEDFORD PLACE TOTAL S.F. = 9,190 REQUIRED RATIO = 1 SPACE / 300 S.F. TOTAL SPACES REQUIRED = 31 STANDARD PARKING (9' WIDE) 22 STANDARD PARKING (10' WIDE) 7 ACCESSIBLE PARKING PROVIDED 2 ( INCLUDES 1 VAN ACCESSIBLE ) TOTAL PROPOSED PARKING 31 CAUTION ! I 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 made 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 - Architects Consultants Engineers AMERICAN CONSULTING, INC. 7260 SHADELAND STATION INDIANAPOLIS, IN 46256.3917 3175475580 317543.0270 Copyright (C) 2005 - American Consulting. Ina PR BLOCK C, LLC. 8463 CASTLEWOOD DRIVE INDIANAPOLIS, INDIANA MEDFORD PLACE (LOT 3) AT WEST CARMEL CENTER CONSULTANTS f ETgy� No. * 19900549 'Q� STALE ff �HDIAN�.••' • CERTIFIED BY DATE- 03/31/05 DRAWN BY- PED CHECKED BY- AF ISSUED FOR- DATE- ACE PROJECT 9- IN2004.0948 TITLE SITE PLAN C2m2 C LEN 2 65.32' \ . BRG = S31035'54 �-- - V \ -G \ \ 5,R \� \ -13 - (GRP55) \ t� C` X/50 r ?� /v ,,--PROPOSED GROUND - MOUNTED \ (REFER TO ARCHITECTURAL Pt FOR DETAILS) •a < �v III nn /A\ mn of �-�' -- BLOCK C r z VICINITY MAP N.T.S. 0 20' 40' SCALE: V=20 20' SITE LEGEND LIGHT DUTY PAVEMENT HEAVY DUTY PAVEMENT CONCRETE AO COMBINED CURB & GUTTER TYPE II © COMBINED CURB & GUTTER TYPE III ® COMBINED CURB & WALK © ADA ACCESSIBLE RAMP, TYPE I © ADA ACCESSIBLE RAMP, TYPE II OD ADA ACCESSIBLE PARKING SIGN ® ADA ACCESSIBLE PARKING SIGN (VAN) �E PRECAST CONCRETE PARKING BARRIERS OF CURB TURNOUT © "DO NOT ENTER" SIGN fit& DIRECTIONAL ARROWS, PAINTED WHITE ONLY WORD "ONLY ", PAINTED WHITE ® ADA ACCESSIBLE PARKING SPACE LEGAL DESCRIPTION Lot 3, Block C, West Carmel Center A part of the Northwest Quarter of Section 7, Township 17 North, Range 3 East located in Clay Township, Hamilton County, Indiana being bounded as follows: Commencing at the Northeast Corner of the Northwest Quarter of Section 7, Township 17 North, Range 3 East; thence South 00 degrees 25 minutes 52 seconds East (assumed bearing) 45.00 feet along the East Line of said Northwest Quarter to a point being 45.00 feet (measured perpendicularly in a southerly direction) from the North Line of said Northwest Quarter; thence South 89 degrees 05 minutes 48 seconds West 691.99 feet parallel with the North Line of said Northwest Quarter to the point of beginning of West Carmel Center Replat of Block A as per plat thereof recorded as instrument #2002000009391 in Plat Cabinet 2, slide 746 by the recorder of Hamilton County, Indiana, the following five (5) courses are along the boundary of said subdivision; 1) thence South 45 degrees 40 minutes 18 seconds East 35.21 feet; 2) thence South 00 degrees 26 minutes 24 seconds East 146.27 feet to the point of curvature of a curve to the left, said point of curvature being South 89 degrees 33 minutes 36 seconds West 390.00 feet from the radius point of said curve; 3) thence southerly and southeasterly 242.81 feet along said curve to its point of tangency, said point of tangency being South 53 degrees 53 minutes 17 seconds West 390.00 feet from the radius point of said curve; 4) thence South 36 degrees 06 minutes 43 seconds East 77.55 feet; 5) thence South 53 degrees 05 minutes 14 seconds West 313.37 feet; thence South 27 degrees 05 minutes 05 seconds East 339.38 feet to the POINT OF BEGINNING of this description; thence South 27 degrees 05 minutes 05 seconds East 269.02 feet to the point of curvature of a curve to the left, sold point of curvature being South 62 degrees 54 minutes 55 seconds West 415.00 feet from the radius point of said curve; thence southeasterly 65.38 feet along said curve to its point of tangency, said point of tangency being South 53 degrees 53 minutes 18 seconds West 415.00 feet from the radius point of said curve; thence South 36 degrees 06 minutes 42 seconds East 22.04 feet to the northwestern boundary of Block D, West Carmel Center as per plat thereof recorded as instrument #200000057496 in Plat Cabinet 2, slide 515 by said Recorder, the next four (4) courses are along the boundary of said Block D, West Carmel Center; 1) thence South 55 degrees 41 minutes 53 seconds West 35.14 feet; 2) thence South 43 degrees 20 minutes 38 seconds West 83.70 feet; 3) thence South 45 degrees 18 minutes 00 seconds West 89.14 feet; 4) thence South 53 degrees 11 minutes 22 seconds West 157.11 feet to the northeastern right -of -way for US 421 (Michigan Road) (the South 18 degrees 19 minutes 31 seconds East 820.87 foot -long course; the bearing is recited from the WARRANTY DEED recorded as instrument #200100027361 by said Recorder); thence North 18 degrees 39 minutes 52 seconds West 487.29 feet along said right -of -way line to a point being South 71 degrees 16 minutes 06 seconds West of the point of beginning; thence North 71 degrees 16 minutes 06 seconds East 276.51 feet to the POINT OF BEGINNING containing 3.005 acres, more or less. Note: This tract of land shall be described as Lot 3 of Block C of West Carmel Center upon the recording of the plat. SITE NOTES 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 2. ALL PARKING STRIPES ARE TO BE 4" PAINTED (WHITE). HANDICAPPED ACCESS AISLES SHALL BE 4" PAINTED (BLUE). 3. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT OR FACE OF 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 ASPHALT. 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 COMPLY WITH A.D.A. STANDARDS, MAX. CROSS SLOPE OF 1 /4' /FT. & MAX. SLOPE OF 1: 20. 16. EXISTING PAVEMENT TO BE SAWCUT IN ALL AREAS WHERE INDICATED NEW PAVEMENT TO JOIN EXISTING. PARKING ANALYSIS MEDFORD PLACE TOTAL S.F. = 9,190 REQUIRED RATIO = 1 SPACE / 300 S.F. TOTAL SPACES REQUIRED = 31 STANDARD PARKING (9' WIDE) 22 STANDARD PARKING (10' WIDE) 7 ACCESSIBLE PARKING PROVIDED 2 ( INCLUDES 1 VAN ACCESSIBLE ) TOTAL PROPOSED PARKING 31 CAUTION ! I 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 made 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 - Architects Consultants Engineers AMERICAN CONSULTING, INC. 7260 SHADELAND STATION INDIANAPOLIS, IN 46256.3917 3175475580 317543.0270 Copyright (C) 2005 - American Consulting. Ina PR BLOCK C, LLC. 8463 CASTLEWOOD DRIVE INDIANAPOLIS, INDIANA MEDFORD PLACE (LOT 3) AT WEST CARMEL CENTER CONSULTANTS f ETgy� No. * 19900549 'Q� STALE ff �HDIAN�.••' • CERTIFIED BY DATE- 03/31/05 DRAWN BY- PED CHECKED BY- AF ISSUED FOR- DATE- ACE PROJECT 9- IN2004.0948 TITLE SITE PLAN C2m2 CAUTION ! I 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 made 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 - Architects Consultants Engineers AMERICAN CONSULTING, INC. 7260 SHADELAND STATION INDIANAPOLIS, IN 46256.3917 3175475580 317543.0270 Copyright (C) 2005 - American Consulting. Ina PR BLOCK C, LLC. 8463 CASTLEWOOD DRIVE INDIANAPOLIS, INDIANA MEDFORD PLACE (LOT 3) AT WEST CARMEL CENTER CONSULTANTS f ETgy� No. * 19900549 'Q� STALE ff �HDIAN�.••' • CERTIFIED BY DATE- 03/31/05 DRAWN BY- PED CHECKED BY- AF ISSUED FOR- DATE- ACE PROJECT 9- IN2004.0948 TITLE SITE PLAN C2m2