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HomeMy WebLinkAboutShoppes at Bennet Farms 17080152LAND DESCRIPTION A PART OF THE NORTHWEST AND THE SOUTHWEST QUARTER OF SECTION 6, TOWNSHIP 17 NORTH, RANGE 3 EAST, IN CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA MORE PARTICULARLY DESCRIBE AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF THE NORTHWEST QUARTER OF SECTION 6, TOWNSHIP 17 NORTH, RANGE 3 EAST, THENCE NORTH 00 DEGREES 37 MINUTES 13 SECONDS WEST (ASSUMED BEARING) 55.02 FEET ALONG THE WEST LINE OF SAID NORTHWEST QUARTER TO A SOUTHERN LINE OF A 19.370 -ACRE TRACT OF LAND ("CHURCH TRACT") (RECORDED AS INSTRUMENT NUMBER 19950146 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA) (THE FOLLOWING TWO (2) COURSE ARE ALONG THE SOUTHERN LINES OF SAID CHURCH TRACT); (ONE) THENCE NORTH 73 DEGREES 44 MINUTES 45 SECONDS EAST 131.23 FEET; (TWO) THENCE NORTH 28 DEGREES 44 MINUTES 45 SECONDS EAST 23.39 FEET TO THE WESTERN BOUNDARY OF U.S. 421 (MICHIGAN ROAD) (THE FOLLOWING TWO (2) COURSES ARE ALONG THE WESTERN BOUNDARY OF SAID U.S. 421 (MICHIGAN ROAD); (ONE) THENCE SOUTH 16 DEGREES 15 MINUTES 44 SECONDS EAST 744.76 FEET; (TWO) THENCE SOUTH 12 DEGREES 46 MINUTES 48 SECONDS EAST 22.05 FEET TO THE PROLONGED EASTERLY LINE OF FENCE RUNNING EAST -WEST, SAID FENCE LINE ALSO BEING THE NORTHERLY LINE OF PARCEL 1 AS DESCRIBED IN INSTRUMENT NUMBER 200600024491 AS RECORDED IN SAID RECORDER'S OFFICE; THENCE SOUTH 85 DEGREES 00 MINUTES 45 SECONDS WEST 345.53' FEET ALONG SAID FENCE LINE AND THE NORTHERLY LINE OF SAID PARCEL 1 TO THE WEST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 6; THENCE NORTH 00 DEGREES 30 MINUTES 47 SECONDS WEST 654.27 FEET ALONG SAID WEST LINE TO THE POINT OF BEGINNING AND CONTAINING 4091 -ACRES MORE OR LESS. TOPOGRAPHIC & BOUNDARY NOTE ALL EXISTING HORIZONTAL AND VERTICAL INFORMATION HAS BEEN SH WN PER AN EXISTING TOPOGRAPHY PLAN PREPARED BY KEELM-WEBB ASSOCIATES DATED 07/28/2016; THEREFORE, CIVIL SITE GROUP, INC. CANNOT BE HELD RESPONSIBLE IF ACTUAL HORIZONTAL AND VERTICAL DATA IS DIFFERENT FROM THAT SHOWN ON THESE PLANS. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING CONDITIONS PRIOR TO COMMENCING WITH CONSTRUCTION. THESE DRAWINGS REFLECT ABOVE GROUND INDICATIONS OF EXISTING UTILITIES. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES (SHOWN COMPRISE ALL SUCH IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT, THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. UTILITY LOCATE NOTE INDIANA 811 FAILED TO LOCATE ALL EXISTING UTILITIES ON AND/OR SURROUNDING THE SUBJECT SITE; THEREFORE, CONTRACTOR IS RESPONSIBLE TO LOCATE AND FIELD VERIFY ANY EXISTING UTILITIES BEFORE COMMENCING WITH CONSTRUCTION. CIVIL SITE GROUP, INC. CANNOT BE HELD RESPONSIBLE IF THE PROPOSED IMPROVEMENTS INTERFERE WITH ANY EXISTING UTILITY INFORMATION NOT SHOWN ON THESE PLANS. SIDEWALK NOTE F EWALKS CONSTRUCTED WITHIN THE PUBLIC F -WAY SHALL COMPLY WITH STANDARD CARMEL AND/OR INDOT DETAILS. DEVELOPMENT SUMMARY PROPOSED BUILDING = 9,522 G.S.F.± TOTAL SITE AREA = 1.3± AC CURRENT ZONING = B3 / US 421 MICHIGAN RD. OVERLAY GREENSPACE AREA = 27% (15,105 / 56,628) TOTAL DISTURBED AREA = 71,520± SF = 1.64± Ac ANTICIPATED CONSTRUCTION START/COMPLETION DATE MARCH, 2017 / SEPTEMBER, 2017 TOTAL PARKING SPACES REQ'D = 67 (RESTAURANT: 1 SPACE / 2.5 SEATS + 1 SPACE / EMPLOYEE) (GENERAL RETAIL: 1 SPACE / 200 S.F. OF FLOOR AREA) TOTAL PARKING SPACES REQ'D W/ 35% REDUCTION P.C. WAIVER = 44 TOTAL PARKING SPACES PROVIDED = 49 NOTE F TO ARCHITECTURAL & ATION PLANS FOR ALL G DIMENSIONS. °... 4 4' a ° PERPETUAL HIGHWAY EASEMENT \ ` \ ° '`� a ° ° NORTH INSTRUMENT #2005-71910 , \ ;\; 9, ° CONTRACTOR COTE a a 20 0 10 20 W f s' $O • NO EARTH DISTURBING ACTIVITY MA COMMENCE f I I \ a WITHOUT AN APPROVED STORM WAIR R MANAGEMENT PERMIT. 26 41 06 f R15 – uture \ r <d ° ( IN FEET ) �F A \ \ . °. a A . ,inch j I I 92' A Access Drive �..:: �, s \ \ 20 ft. 'n " 7 a A X18 °00 45 E 23 s \ \ , �� `, ° LEGEND: „ t �c ( A 5.5' \ ,, '�a ° 1. PROPERTY BOUNDARY I d DC _— R5' A �, \ ; ° d >�, PROPOSED RIGHT-OF-WAY PAVEMENT PER CITY OF CARMEL STDS. 6 BIS -L, ---�- �\ TYPICAL COLLECTOR STREET SECTION in R15 -"�- A'A 3&, $' \ N \ a ° s 1.5' - 165#/SMD. HMA SURFACE. TYPE 'C', 9.5mm ON A 7� W� \ 2.5" - 27 /SYD. HMA INTERMEDIATI, TYPE 'C', 19.0mm ON 4__ DC �- �� 1 106 \ y � < 3.5" - 3�/SYD. HMA BASE. TYPE 'C', 25.Omm ON 1(,i \ N , �,l \ ° a 2.5� - 275#/SYD. HMA INTERMEDIATE, TYPE 'C'. OG 19.Omm ON 31.2' —58.2'..... _:::.:::::::::::: .:.:; �o � \ m '�,, � _- s ° 3.0 — 33o,�/sYD. IIIA BASE. T�rPE, c; 25.omm ON ::: ' ' _...-: a ° INDOT SUBGRADE TREATMENT, TYPE 16 OR 'IC' i 1 . R ........::.::::::..: :�. \ 5.5 a P \ 5 -, ::::::::::::...........::::::>:. ; :::.. :.:::.:;::;::::...::::::... � A CTI \ m ` Q ;;;;;:;:.: _:Y; :c;-sty:;::=;;:;;;;_�;.:::�;::��:::�_::_-:�:_::.;�::.............:.......... -.:�:. � \� ?� � �, � s. 13 w CL C. O Q 50' RNV R( DC 1 (D( Qo SOUTHWEST CORNER, SEC. 6, T 17 N, R 3 E NO MONUMENT FD. .t 0 b n � ni A A IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN ONE -FOOT OF THE PROPOSED RIGHT-OF-WAY. ALL CONCRETE PIPE JOINTS SHALL BE CONTINUOUS O-RING RUBBER GASKET CONFORMING TO ASTM C 443 18 " OF VERTICAL SEPARATION MUST BE MAINTAINED FOR ALL UTILITY CROSSINGS. CARMEL ENGINEERING DEPT. NOTE ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT THE -:ARTMENT OF ENGINEERING TO SCHEDULE A PRE -CONSTRUCTION MEETING TO REVIEW THE bEPARTMENTS CONSTRUCTION REQUIRWENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY. DRIVEWAY ENTRANCE(S) SAW CUT NOTE BOTH DRIVEWAY ENTRANCES OFF OF REDD ROAD WILL REQUIRE SAW CUTS PER CITY OF CARMEL STANDARDS. ALL CURB CUTS MUST BE SAW CUT TO THE NEAREST JOINT PAST THE REQUIRED LIMITS OF THE CURB REMOVAL. t V V V IV G m - s. ALL DIMEN=S ARE 10 EDGE OF PAVEMENT. FACE OF CURB/SIDEWALK, JDFDEVELOPMENT, LLC. RADII TO BACK OF CURB, WHERE APPLICABLE. C/O JOE FARR 4. ALL DIMENSIONS ARE TO OUTSIDE FACE OF BRICK OR FACING MATERIAL. 14542 INTEGRITY COURT WHEREAPPLPLICAABL� C CONTRACTOR TO REFER TO ARCHITECTURAL DRAWINGS CARMEL. IN 46033 V (317) 509-7388 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE ENGINEER. 0 FIELD PR1OR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD D�ISIONS AND ELEVATIONS DURING THE CIVIL SITE GROUP. INC. — ENTIRE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD DIMENSIONS. THE CONTRACTOR 160 WEST CARMEL DRIVE � SHALL CONTACT THE ENGINEER IMMEDIATELY. SUIT= 240 "4 O CARMEL. INDIANA 46032 6• PROVIDE SMOOTH TRANSITION FROM NEWLY PAVED AREAS TO EXISTING AREAS (317) 810-1677 AS NECESSARY. ALL AREAS MAHERE PROPOSED PAVEMENT MEETS EXISTING PAVEMENT, THE EXISTING EDGE OF PAVEMENT SHALL BE FREE OF ALL LOOSE ARCHITECT. SIS. TME MME OF DISTING ASPHALT PAVEMENT SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL IN ALL AREAS MERE NEW CURRAN ARCHITECTURE ASPHALT PAVEMENT IS INDICATED TO JOIN EXISTING. 5719 LAWTON LOOP E. DR. 7. ALL EXCAVATED AREAS 70 BE SEEDED ANDYOR SODDED AFTER FINISH SUITE 212 w ~whv GRADING UNLESS OTHERWISE NOTED. ALL NEWLY SODDED/SEEDED AREAS SHALL HAVE A MINIMUM OF 4. TOPSOIL INDIANAPOLIS. INDIANA 46216 OF HOLD SOIL (SOWN 1" FROM (317) 288._0681 li PAVEMENT ELEVATION. CONTRACTOR TO SUPPLY STRAW MULCH WHERE W��/ O W � GRASS SEED HAS BEEN PLANTED. SURVEYOR. 8. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS to WHERE TRAFFIC BY CONTRACTORS. SUBCONTRACTORS OR SUPPLIERS HAVE KEELER-11M ASSOCIATES DAMAGED EXMTING PAVEMENT. LAWNS OR OTHER IMPROVEMENTS DURING 486 GRADLE DRIVE E y3U CONSTRUCTION. AFTER CONSTRUCTION WORK IS COMPLETE. CARMEL. IN 46032 (317) 574^-0140 9. ALL UTILITY TRENCHES WITHIN 5 FEET OF PAVEMENT SHALL BE COMPLETELY BACKFILLED MATH GRANULAR BACKFILL 0 10. ALL RADII INDICATED SHALL BE CONSTRUCTED AS CIRCULAR ARCS. 11. ALL PARKING SPACE DIMENSIONS ARE TO 9' WIDE BY 20' DEEP UNLESS OTHERWISE SPECIFIED. C - z n: V 0 �..� 0 F�N"' C W Cy) — � rn "4 O 00 ar�A �0 oo w ~whv "alaiN Q, N N � wF"+ 1.. w W w li W��/ O W � L ^ Q� _c to �mi�U WE— E y3U 00 0 (J- 41 41 �♦ �e•Q��STF O , rJul �-i • wa Ng• PE10910647 ,o STATE OF Alt- �O.c� ::'y01 ANP. �� ♦'` ,,,,IS 101AI E,, ,�,♦♦ 111/111�� DATE: 10/21/2016 DWN BY: KPB CHKD. BY: BSC SCALE: 1 " = 20' DATE: 10/21/16 _ N t_ V � 0� A �� W I Q x� �Uo ca Q 0�z a �a� w O www cr) z� �wU Ww O W wz O u W PROJECT NUMBER JDF.001 DRAWING NUMBER C2.0 SHEET 4 OF 17 C LAND DESCRIPTION A PART OF THE NORTHWEST AND THE SOUTHWEST QUARTER OF SECTION 6, TOWNSHIP 17 NORTH, RANGE 3 EAST, IN CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA MORE PARTICULARLY DESCRIBE AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF THE NORTHWEST QUARTER OF SECTION 6, TOWNSHIP 17 NORTH, RANGE 3 EAST; THENCE NORTH 00 DEGREES 37 MINUTES 13 SECONDS WEST (ASSUMED BEARING) 55.02 FEET ALONG THE WEST LINE OF SAID NORTHWEST QUARTER TO A SOUTHERN LINE OF A 19.370 -ACRE TRACT OF LAND ("CHURCH TRACT") (RECORDED AS INSTRUMENT NUMBER 19950146 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA) (THE FOLLOWING TWO (2) COURSE ARE ALONG THE SOUTHERN LINES OF SAID CHURCH TRACT); (ONE) THENCE NORTH 73 DEGREES 44 MINUTES 45 SECONDS EAST 131.23 FEET; (TWO) THENCE NORTH 28 DEGREES 44 MINUTES 45 SECONDS EAST 23.39 FEET TO THE WESTERN BOUNDARY OF U.S. 421 (MICHIGAN ROAD) (THE FOLLOWING TWO (2) COURSES ARE ALONG THE WESTERN BOUNDARY OF SAID U.S. 421 (MICHIGAN ROAD); (ONE) THENCE SOUTH 16 DEGREES 15 MINUTES 44 SECONDS EAST 744.76 FEET; (TWO) THENCE SOUTH 12 DEGREES 46 MINUTES 48 SECONDS EAST 22.05 FEET TO THE PROLONGED EASTERLY LINE OF FENCE RUNNING EAST -WEST, SAID FENCE LINE ALSO BEING THE NORTHERLY LINE OF PARCEL 1 AS DESCRIBED IN INSTRUMENT NUMBER 200600024491 AS RECORDED IN SAID RECORDER'S OFFICE; THENCE SOUTH 85 DEGREES 00 MINUTES 45 SECONDS WEST 345.53' FEET ALONG SAID FENCE LINE AND THE NORTHERLY LINE OF SAID PARCEL 1 TO THE WEST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 6; THENCE NORTH 00 DEGREES 30 MINUTES 47 SECONDS WEST 654.27 FEET ALONG SAID WEST LINE TO THE POINT OF BEGINNING AND CONTAINING 4.091 -ACRES, MORE OR LESS. a - - SOUTHWEST CORNER, SEC. 6, T 17 N, R 3 E NO MONUMENT FD. Know what's bellow. Call before you dig. TOPOGRAPHIC & BOUNDARY NOTE ALL EXISTING HORIZONTAL AND VERTICAL INFORMATION HAS BEEN SHOWN PER AN EXISTING TOPOGRAPHY PLAN PREPARED BY KEELER-WEBB ASSOCIATES DATED 07/28/2016; THEREFORE, CIVIL SITE GROUP, INC. CANNOT BE HELD RESPONSIBLE IF ACTUAL HORIZONTAL AND VERTICAL DATA IS DIFFERENT FROM THAT SHOWN ON THESE PLANS. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING CONDITIONS PRIOR TO COMMENCING WITH CONSTRUCTION. THESE DRAWINGS REFLECT ABOVE' GROUND INDICATIONS OF EXISTING UTILITIES. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARR�NT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OF SUCH RELOCATION SHALI BE THE RESPONSIBILITY OF THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN ONE -FOOT OF THE PROPOSED RIGHT-OF-WAY. ALL CONCRETE PIPE JOINTS SHALL BE CONTINUOUS O-RING RUBBER GASKET CONFORMING TO ASTM C 443 18 " OF VERTICAL SEPARATION MUST BE MAINTAINED FOR ALL UTILITY CROSSINGS. UTILITY LOCATE NOTE INDIANA 811 FAILED TO LOCATE ALL EXISTING UTILITIES ON AND/OR SURROUNDING THE SUBJECT SITE; THEREFORE, CONTRACTOR IS RESPONSIBLE TO LOCATE AND FIELD VERIFY ANY EXISTING UTILITIES BEFORE COMMENCING WITH CONSTRUCTION. CIVIL SITE GROUP, INC. CANNOT BE HELD RESPONSIBLE IF THE PROPOSED IMPROVEMENTS INTERFERE WITH ANY EXISTING UTILITY INFORMATION NOT SHOWN ON THESE PLANS. SIDEWALK NOTE F EWALKS CONSTRUCTED WITHIN THE PUBLIC F -WAY SHALL COMPLY WITH STANDARD CARMEL AND/OR INDOT DETAILS. DEVELOPMENT SUMMARY PROPOSED BUILDING = 9,522 G.S.F.± TOTAL SITE AREA = 1.3± AC CURRENT ZONING = B3 / US 421 MICHIGAN RD. OVERLAY GREENSPACE AREA = 27% (15,105 / 56,628) TOTAL DISTURBED AREA = 71,520± SF = 1.64± Ac ANTICIPATED CONSTRUCTION START/COMPLETION DATE MARCH, 2017 / SEPTEMBER, 2017 TOTAL PARKING SPACES REQ'D = 67 (RESTAURANT: 1 SPACE / 2.5 SEATS + 1 SPACE / EMPLOYEE) (GENERAL RETAIL: 1 SPACE / 200 S.F. OF FLOOR AREA) TOTAL PARKING SPACES REQ'D W/ 35% REDUCTION P.C. WAIVER = 44 TOTAL PARKING SPACES PROVIDED = 49 NOTE REFER TO ARCHITECTURAL & FOUNDATION PLANS FOR ALL BUILDING DIMENSIONS. CONTRACTOR NOTE NORTH 20 0 10 20 NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. ( IN FEET ) 1 inch = 20ft. LEGEND: 1. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT PROPERTY BOUNDARY PROPOSED RIGHT-OF-WAY PAVEMENT PER CITY OF CARMEL STDS. (TYPICAL COLLECTOR STREET SECTION) 2. 1.5" - 165#/SYD. HMA SURFACE, TYPE 'C', 9.5mm ON 2.5 - 275#/SYD. HMA INTERMEDIATE, TYPE 'C', 19.0mm ON NOTED ON THE PLANS, DETAILS, OR SPECIFICATIONS, 3.5" - 385#/SYD. HMA BASE, TYPE 'C', 25.Omm ON 3. 2.5" - 275#/SYD. HMA INTERMEDIATE, TYPE 'C', OG 19.0mm ON 3.0" - 330#/SYD. HMA BASE, TYPE 'C', 25.Omm ON RADII TO BACK OF CURB, WHERE APPLICABLE. INDOT SUBGRADE TREATMENT, TYPE '113' OR '1C' . PROPOSED TRASH ENCLOSURE CONCRETE PAVEMENT 4. ALL DIMENSIONS ARE TO OUTSIDE FACE OF BRICK OR FACING MATERIAL, SEE DETAIL 01/C7.0 WHERE APPLICABLE. CONTRACTOR TO REFER TO ARCHITECTURAL DRAWINGS PROPOSED R/W COMMERCIAL DRIVEWAY DEPRESSED CURB APRON FOR ACTUAL BUILDING DIMENSIONS. PER CITY OF CARMEL STDS. REFER TO CARMEL STD. DWG. 10-22 ON SHEET C7.2 PROPOSED PAINTED DIAGONAL STRIPED ISLAND a LIGHT DUTY ASPHALT PAVEMENT - SEE DETAIL 03/C7.0 a° . 1" - 110#/SYD. HMA BITUMINOUS SURFACE 9.5mm ON 2" - 220#/SYD. HMA BITUMINOUS INTERMEDIATE 19.0mm ON 6" COMPACTED AGGREGATE #53 BASE ON ENGR. APPROVED a GEOGRID** ON COMPACTED SUBGRADE OR TREATED SUBGRADE. ** DESIGNATES CONSTRUCTION ALTERNATE d d HEAVY DUTY ASPHALT PAVEMENT - SEE DETAIL 02/C7.0 _ 1" - 110#/SYD. HMA BITUMINOUS SURFACE 9.5mm ON -" 3" - 330#/SYD. HMA BITUMINOUS INTERMEDIATE 19.Omm ON d 8" COMPACTED AGGREGATE #53 BASE ON ENGR. APPROVED c ' GEOGRID** ON COMPACTED SUBGRADE OR TREATED SUBGRADE. \ ** DESIGNATES CONSTRUCTION ALTERNATE 4 - S 12046'48" Er 22.05' 1 CARMEL ENGINEERING DEPT. NOTE DRIVEWAY ENTRANCE(S) SAW CUT NOTE BOTH DRIVEWAY ENTRANCES OFF OF REDD ROAD WILL REQUIRE SAW CUTS PER CITY OF CARMEL STANDARDS. ALL CURB CUTS MUST BE SAW CUT TO THE NEAREST JOINT PAST THE REQUIRED LIMITS OF THE CURB REMOVAL. PLAN NOTES: O 6 -INCH STRAIGHT CONC. CURB. REFER TO CARMEL STD. DWG. 10-16 ON SHEET C7.1 O 6" OR 4" DIA. CONC. STEEL FILLED BOLLARD PAINTED YELLOW. SEE DETAIL 17/C7.0 �c COMBINED CURB & WALK. SEE DETAIL 05/C7.0 © 5 -FOOT CONCRETE WALK. REFER TO CARMEL STD. DWG. 10-18 ON SHEET C7.0 O NEW TRASH ENCLOSURE. REFER TO ARCH. PLANS O CONCRETE WALK. SEE DETAIL 06/C7.0 O TYPICAL PARKING SPACE MARKING. SEE DETAIL 08/C7.0 O TRAFFIC SIGNAGE. SEE DETAIL 15 & 16/C7.0 O PRECAST CONC. WHEEL STOP (QTY. 3). SEE DETAIL 09/C7.0 RC 2 -FOOT CONC. ROLL CURB & GUTTER w/ UNDERDRAIN. REFER TO CARMEL STD. DWG. 10-12 & 10-13 ON SHEET C7.1. (REMOVE EXISTING ROLL CURB AS NECESSARY) �C 2 -FOOT CONC. DEPRESSED CURB & GUTTER w/ UNDERDRAIN. REFER TO CARMEL STD. DWG. 10-12 & 10-23 ON SHEET C7.1. (REMOVE EXISTING ROLL CURB AS NECESSARY) RA INSTALL INDOT "ONE WAY" SIDEWALK CURB RAMP. SEE INDOT STD. DWG. DETAIL E-604-SWCR-06 ON SHEET C7.1 RB INSTALL INDOT "PARALLEL" SIDEWALK CURB RAMP. SEE INDOT STD. DWG. DETAIL E-604-SWCR-08 ON SHEET C7.1 Pc PAINTED PEDESTRIAN CROSS WALK STRIPING SITE LAYOUT NOTES 1%%' N IS 1 C �,�4i 0 • • • o No ; PE10910647 o STATE OF o ' /ONAI- DATE: 10/21/2016 DWN BY: KPB CHKD. BY: BSC SCALE: 1" = 20' DATE: 10/21/16 N d' Co U�D O� Cl �z Co 0�Q � Q o�z w OwW xz� Uw¢ WEU �O Wz wo PROJECT NUMBER JDF.001 DRAWING NUMBER 11 C2.0 SHEET 4 OF 17 r- 1. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY, OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 2. ALL PARKING STRIPES ARE TO BE 4" PAINTED WHITE. UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS, OR SPECIFICATIONS, OWNER: 3. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT, FACE OF CURB/SIDEWALK, RADII TO BACK OF CURB, WHERE APPLICABLE. JDF DEVELOPMENT, LLC. C/O JOE FARR 4. ALL DIMENSIONS ARE TO OUTSIDE FACE OF BRICK OR FACING MATERIAL, 14542 INTEGRITY COURT WHERE APPLICABLE. CONTRACTOR TO REFER TO ARCHITECTURAL DRAWINGS CARMEL, IN 46033 FOR ACTUAL BUILDING DIMENSIONS. (317) 509-7388 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL BE ENGINEER. RESPONSIBLE FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE ENTIRE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES ARE FOUND IN CIVIL SITE GROUP, INC. THESE PLANS FROM ACTUAL FIELD DIMENSIONS, THE CONTRACTOR 160 WEST CARMEL DRIVE SHALL CONTACT THE ENGINEER IMMEDIATELY. SUITE 240 CARMEL, INDIANA 46032 6. PROVIDE SMOOTH TRANSITION FROM NEWLY PAVED AREAS TO EXISTING AREAS (317) 810-1677 AS NECESSARY. ALL AREAS WHERE PROPOSED PAVEMENT MEETS EXISTING PAVEMENT, THE EXISTING EDGE OF PAVEMENT SHALL BE FREE OF ALL LOOSE DEBRIS. THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY ARCHITECT. SEALED WITH A TACK COAT MATERIAL IN ALL AREAS WHERE NEW ASPHALT PAVEMENT IS INDICATED TO JOIN EXISTING. CURRAN ARCHITECTURE 5719 LAWTON LOOP E. DR. 7. ALL EXCAVATED AREAS TO BE SEEDED AND/OR SODDED AFTER FINISH SUITE 212 GRADING UNLESS OTHERWISE NOTED. ALL NEWLY SODDED/SEEDED AREAS INDIANAPOLIS, INDIANA 46216 SHALL HAVE A MINIMUM OF 4" OF TOPSOIL. HOLD SOIL DOWN 1" FROM (317) 288-0681 PAVEMENT ELEVATION. CONTRACTOR TO SUPPLY STRAW MULCH WHERE GRASS SEED HAS BEEN PLANTED. 8. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS SURVEYOR. WHERE TRAFFIC BY CONTRACTORS, SUBCONTRACTORS OR SUPPLIERS HAVE KEELER-WEBB ASSOCIATES DAMAGED EXISTING PAVEMENT, LAWNS OR OTHER IMPROVEMENTS DURING 486 GRADLE DRIVE CONSTRUCTION, AFTER CONSTRUCTION WORK IS COMPLETE. CARMEL, IN 46032 9. ALL UTILITY TRENCHES WITHIN 5 FEET OF PAVEMENT SHALL BE COMPLETELY (317) 574-0140 BACKFILLED WITH GRANULAR BACKFILL. 10. ALL RADII INDICATED SHALL BE CONSTRUCTED AS CIRCULAR ARCS. 11. ALL PARKING SPACE DIMENSIONS ARE TO 9' WIDE BY 20' DEEP UNLESS OTHERWISE SPECIFIED. 1%%' N IS 1 C �,�4i 0 • • • o No ; PE10910647 o STATE OF o ' /ONAI- DATE: 10/21/2016 DWN BY: KPB CHKD. BY: BSC SCALE: 1" = 20' DATE: 10/21/16 N d' Co U�D O� Cl �z Co 0�Q � Q o�z w OwW xz� Uw¢ WEU �O Wz wo PROJECT NUMBER JDF.001 DRAWING NUMBER 11 C2.0 SHEET 4 OF 17 r-