TOWN OF MOORESVILLE PEDESTRIAN SAFETY ZONES MOORESVILLE, IREDELL, NC

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1 SAFETY ZONES COVER N. ACADEMY ST W. MOORE AVE MAIN ST N. BROAD ST CHARLES MACK CITIZEN MAIN ST E. MOORE AVE W. AVE C01 C02 C03 C04 C05 C06 CONTENTS: COVER SURVEY & EX CONDITIONS SITE PLAN PLAN SITE DETAILS DETAILS SITE 202 NORTH MAIN WINE SHOP AND MUSIC ROOM J.J. WASABI'S S. CHURCH ST E. AVE LIBERTY ST E. MCLELLAND AVE CIVIL PLAN PACKAGE PROPOSED VICINITY MAP SCALE: N.T.S. SAFETY ZONES MOORESVILLE, IREDELL, NC OWNER: 2523 CHARLOTTE HWY MOORESVILLE, NC PH: (704) CALL ULOCO 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING BEFORE YOU DIG APPROPRIATE PARTIES AND ASSURING THAT UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION. 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY TO THE PUBLIC. 3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED ACCORDING TO STANDARDS THE NORTH CAROLINA DEPARTMENT TRANSPORTATION. 4. SHORING WILL BE ACCORDING TO OSHA TRENCHING C01 - COVER.DWG DATE: 03/13/2017 C DRAWN BY: TLJ STANDARDS PART 1926 SUBPART P, OR AS AMMENDED AVOID UTILITY DAMAGE C01 - COVER.DWG - PLOT: TeAnna - FRI :02 PM

2 W. M O O R E A V E N U E W. MOORE AVE. SANITARY MANHOLE SANITARY CLEAN OUT WATER METER WATER VALVE FIRE HYDRANT ELECTRIC HAND HOLE COMMUNICATIONS HAND HOLE ELEVATION (0.01') GROUND ELEV (0.1') N W BM EL=.88' E S RAMP=.49' SAFETY ZONES SURVEY / EX CONDITIONS 0 1 BM EL=.88' NC GRID NAD83 (2011) N. SYMBOL LEGEND BENCHMARK CURB INLET LIGHT POLE STREET LIGHT UTILITY POLE GUY WIRE SIGN NC GRID P NAD83 (2011) ANY ADDITIONAL PAVEMENT OR CURB NOT LOCATED BY SURVEY OR THAT CONFLICTS WITH PROPOSED PAVEMENT & CURB AND GUTTER MUST BE REMOVED ALL PAVEMENT AND CURB TO BE REMOVED SHALL BE SAW CUT AT THE PROPOSED JOINT LOCATION THIS SURVEY WAS PROVIDED BY OTHERS AND IS INCLUDED AS REFERENCE ONLY SURVEY BY: HENSONFOLEY 8712 LINDHOLM DRIVE SUITE 202A HUNTERSVILLE, NC IF ANY CONFLICTS, DISCREPANCIES, OR OTHER UNSATISFACTORY CONDITIONS ARE DISCOVERED, EITHER ON THE CONSTRUCTION DOCUMENTS OR THE FIELD CONDITIONS, THE CONTRACTOR MUST NOTIFY HENSON FOLEY, INC IMMEDIATELY, AND SHALL NOT COMMENCE OPERATION UNTIL THE CONFLICTS, DISCREPANCIES, OR OTHER UNSATISFACTORY CONDITIONS ARE RESOLVED. C02 - SURVEY.DWG DATE: 03/13/2017 C DRAWN BY: TLJ W. M O O R E RAMP=.49' C02 - SURVEY.DWG - PLOT: TeAnna - FRI :02 PM OVERALL MAP SCALE: 1"=40' N. NORTH ARROW GRAPHIC SCALE 1"=10 FT.

3 L SQUARED AIN'T MISS BEAD HAVEN 25.0' 19.8' ASPHALT AND 24" ASPHALT AND 24" OVERALL MAP SCALE: 1"=40' W. MOORE AVE. N. N. ASPHALT AND 24" SUBGRADE, REPLACE WITH W. M O O R E W N 19.8' NEW STRIPING 8.6' 7.1' NEW STRIPING 202 NORTH MAIN WINE SHOP & MUSIC ROOM SITE S NORTH ARROW GRAPHIC SCALE 1"=10 FT. E WELLS FARGO ANYTHING'S POSSIBLE, DOUBLE SOLDIER HEADER GRANITE CURBING TO REMIAN 38 SF ADDITION* 10.3' 7.7' TYP. BED, REMOVE ASPHALT AND 24" SUBGRADE, REPLACE WITH 6.5', DOUBLE SOLDIER HEADER 11.2' 55 SF ADDITION* BM EL=.88' ASPHALT AND 24" SUBGRADE, REPLACE WITH ASPHALT AND 24" TROPICAL CONNECTIONS C03 - SITE PLAN.DWG - PLOT: TeAnna - FRI :02 PM 21.0' PLANT BED TYP. 20.0' RAMP=.49' WHOLESOME SUBS 20.0' 20.5' 8.0' ASPHALT AND 24" REMOVE STRIPING REMOVE STRIPING NEW 6" CURB REMOVE STRIPING 8.0' ASPHALT, CONCRETE AND 24" SUBGRADE, REPLACE WITH PLANT BED, REMOVE ASPHALT, CONCRETE AND 24" SUBGRADE, REPLACE WITH 14.3' 13.2' J.J. WASABI'S 8.8' RETURN TO 6" CURB 8.8' GRANITE CURBING TO REMIAN - HERRINGBONE TO MATCH BRICK IN BANDING 42 SF ADDITION* 16.4' - HERRINGBONE TO MATCH BRICK IN BANDING RAMP, DETECTABLE 13.7' EDGE PAVERS, IN NEW PAVERS TO MATCH CONCRETE, ASPHALT AND 24" 8.6' RAMP, DETECTABLE REMOVE CONCRETE AND PREPARE SUBGRADE FOR RAMP, DETECTABLE 4.7' R4.5' 6.8' RECESSED CURB REMOVE CONCRETE AND PREPARE SUBGRADE FOR NEW 6" CURB RAMP, DETECTABLE RAMP, DETECTABLE RETURN TO 6" CURB 6.1' 8.5' 7.0' 8.5' 17.1' RAMP, DETECTABLE REMOVE CONCRETE AND PREPARE SUBGRADE FOR 20.5' PARCEL LIMITS ASPHALT, CONCRETE AND 24" SUBGRADE, REPLACE WITH - HERRINGBONE TO MATCH BRICK IN BANDING REPLACE STRIPING - HERRINGBONE TO MATCH BRICK IN BANDING, DOUBLE SOLDIER HEADER VICINITY MAP SCALE: N.T.S. * REVISION TO SF PAVEMENT (135 ADDITIONAL SF TOTAL) CALL ULOCO BEFORE YOU DIG AVOID UTILITY DAMAGE CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND ASSURING THAT UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY TO THE PUBLIC. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED ACCORDING TO STANDARDS THE NORTH CAROLINA DEPARTMENT TRANSPORTATION. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1926 SUBPART P, OR AS AMMENDED. NORTH SAFETY ZONES C03 - SITE PLAN.DWG DATE: 03/13/2017 SITE PLAN DRAWN BY: TLJ C 03 07

4 L SQUARED AIN'T MISS BEAD HAVEN W. MOORE AVE. N. N. NC GRID SYMBOL LEGEND (46 SF) LIRIOPE NAD83 (2011) OVERALL MAP SCALE: 1"=40' W. M O O R E GENERAL NOTES W N 1. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES PRIOR TO START CONSTRUCTION. 202 NORTH MAIN WINE SHOP & MUSIC ROOM 2. ALL EROSION CONTROL DEVICES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE MOST CURRENT STANDARDS THE LAND QUALITY SECTION NCDENR. 3. STABILIZATION STONE IS REQUIRED UNDER PIPING WHEN CONDITIONS WARRANT OR AS REQUIRED BY THE TOWN INSPECTOR 4. SEEDING MIXTURES OTHER THAN THOSE LISTED ABOVE SHALL BE APPROVED BY THE TOWN INSPECTOR PRIOR TO SEEDING. S NORTH ARROW GRAPHIC SCALE 1"=10 FT. E WELLS FARGO ANYTHING'S POSSIBLE (8) VIRGINIA SWEETSPIRE (2) FRINGE TREE (27 SF) LIRIOPE (20 SF) (1) FRINGE TREE (32 SF) LIRIOPE (8) VIRGINIA SWEETSPIRE BM EL=.88' 5. PRIOR TO FINAL ACCEPTANCE BY THE TOWN, THE DEVELOPER OR HIS AGENT SHALL ULTIMATELY BE RESPONSIBLE FOR ADMINISTERING THE CORRECTION ALL PROBLEMS ASSOCIATED WITH THE PROJECT. 6. ALL BACKFILL SHALL BE NON-PLASTIC IN NATURE, FREE FROM ROOTS, VEGETATIVE MATTER, WASTE, CONSTRUCTION MATERIAL OR OTHER OBJECTIONABLE MATERIAL. SAID MATERIAL SHALL BE CAPABLE BEING COMPACTED BY MECHANICAL MEANS AND SHALL HAVE NO TENDENCY TO FLOW OR BEHAVE IN PLASTIC MANNER UNDER THE TAMPING LOWS OR PRO ROLLING. TROPICAL CONNECTIONS WHOLESOME SUBS (20 SF) LIRIOPE (5) JAPANESE HOLLY (14) SMOOTH DEUTZIA 7. MATERIALS UNSUITABLE FOR BACKFILL PURPOSES OR AS REQUIRED BY THE TOWN INSPECTOR SHALL BE REMOVED AND REPLACED WITH SELECT BACKFILL MATERIAL. 8. TOPSOIL SHALL BE FERTILE, NATURAL SOIL TYPICAL THE LOCALITY, FREE FROM LARGE STONES, ROOTS, STICKS, CLAY, PEAT, WEEDS, AND SOD AND OBTAINED FROM NATURALLY WELLDRAINED. IT SHALL NOT BE EXCESSIVELY ACID OR ALKALINE, NOR CONTAIN TOXIC MATERIAL HARMFUL TO PLANT GROWTH. SAFETY ZONES PLAN (5) JAPANESE HOLLY (1) FRINGE TREE FILL IN GAPS WITH (16 SF) LIRIOPE J.J. WASABI'S (9) MAGIC CARPET SPIREA (9) MAGIC CARPET SPIREA (5) DWARF YAUPON HOLLY (5) DWARF YAUPON HOLLY (1) FRINGE TREE (1) FRINGE TREE C04 -.DWG - PLOT: TeAnna - FRI :02 PM CALL ULOCO BEFORE YOU DIG AVOID UTILITY DAMAGE CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND ASSURING THAT UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY TO THE PUBLIC. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED ACCORDING TO STANDARDS THE NORTH CAROLINA DEPARTMENT TRANSPORTATION. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1926 SUBPART P, OR AS AMMENDED. C04 -.DWG DATE: 03/13/2017 DRAWN BY: TLJ C04 07

5 SITE DETAILS SAFETY ZONES C05 - DETAILS.DWG DATE: 03/13/2017 DRAWN BY: TLJ C05 - DETAILS.DWG - PLOT: TeAnna - FRI :02 PM C 05 07

6 ASPHALT 6" CURB. CONTROL 5' O.C. (EQUAL SPACING). EXP. 30' CONCRETE CURB CONCRETE PAVERS SAFETY ZONES DETAILS R= 1" 1" SAND SETTING BED 2" SURFACE COURSE ASPHALT 8" AGGREGATE BASE COURSE (ABC) COMPACTED SUBGRADE CONCRETE PAVER WITH AGGREGATE BASE N.T.S. 8" COMP. AGGREGATE BASE COURSE COMPACTED SUBGRADE (TYP) LIGHT DUTY ASPHALT PAVING N.T.S. PAVEMENT RECOMMENDATIONS BASED ON GEOTECH REPORT REFER TO GEOTECH REPORT FOR FURTHER INFORMATION ON PAVEMENT SPECIFICATION - GEOTECH REPORT SPECIFICATION SHALL BE USED ASPHALT 6" CURB. CONTROL 5' O.C. (EQUAL SPACING). EXP. 30' CONCRETE CURB R= 1" MORTAR BASE 6" CONCRETE BASE COMPACTED SUBGRADE (TYP) C05 - DETAILS.DWG BRICK PAVER WITH CONCRETE BASE N.T.S. DATE: 03/13/2017 DRAWN BY: TLJ C06 07 C05 - DETAILS.DWG - PLOT: TeAnna - FRI :02 PM

7 TRAFFIC CONTROL SAFETY ZONES C05 - DETAILS.DWG DATE: 03/13/2017 DRAWN BY: TLJ C05 - DETAILS.DWG - PLOT: TeAnna - FRI :02 PM C 07 07