NCC223524_Site Plan or Location Map_20221019

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Cp PAD=72LQ0 — / __-721- 1. APPROVAL OF THE PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD
720� CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED
71PAD= 10.30 \ \ CB-23 —719PROPERTY OWNERS.
— — — — — — 2. ALL CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES INCLUDING ASPHALT. REFER TO
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I ( l SSMH/ / / PAVEMENT CROSS SECTION DATA TO ESTABLISH CORRECT SUBBASE OR AGGREGATE BASE COURSE
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_ GASTONIA TWP
ZONING. RS-12
FEMA FLOOD FRINGE - 710
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GASTONIA TWP
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ZONING. • RS-12
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125
ELEVATIONS TO BE COMPLETED UNDER THIS CONTRACT.
3. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE.
4. CONTRACTOR SHALL IMMEDIATELY REPORT TO OWNER OR ENGINEER ANY DISCREPANCIES FOUND
BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR
INSTRUCTION PRIOR TO PROCEEDING.
5. ALL EARTH FILL TO BE COMPACTED TO MINIMUM 95% OF STD. PROCTOR MAXIMUM DRY DENSITY.
6. TOP 12 OF SUBGRADE OF BUILDING PADS TO BE COMPACTED TO MINIMUM 100 /o OF STD. PROCTOR
MAXIMUM DRY DENSITY.
7. ALL RCP CULVERTS TO BE MINIMUM CLASS III RCP WITH TONGUE AND GROOVE OR BELL AND SPIGOT
WATERPROOF JOINTS. JOINT MATERIAL SHALL BE BUTYL RUBBER MASTIC PER FSS-SS-S-00210.
8. HDPE CULVERTS TO BE CORRUGATED, SMOOTH -WALLED IN ACCORDANCE WITH ASSHTO M294 TYPE S.
9. SUBGRADE OF ROADS TO BE PROOF ROLLED PRIOR TO STONE PLACEMENT.
10. ABC STONE TO BE COMPACTED TO 100% OF STD. PROCTOR.
11. BITUMINOUS PAVEMENT BASE COURSE TO BE COMPACTED TO A DENSITY OF 92%. BITUMINOUS PAVEMENT
INTERMEDIATE COURSE SHALL BE COMPACTED TO A DENSITY OF 92%. BITUMINOUS SURFACE COURSE TO
BE COMPACTED TO A DENSITY OF 92%.
12. ALL CONCRETE FOR SIDEWALKS AND CURBS SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF
3600 PSI. THE CONCRETE MIX AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH NCDOT STANDARD
SPECIFICATIONS.
13. ALL CATCH BASINS, DROP INLETS, AND JUNCTION BOXES SHALL BE CONSTRUCTED PER CITY OF GASTONIA
STANDARDS.
14. RETAINING WALL DESIGN TO BE PROVIDED BY CONTRACTOR'S WALL DESIGN ENGINEER. RETAINING WALL
DRAWINGS TO BE PROVIDED TO ENGINEER FOR REVIEW AND APPROVAL.
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GRAPHIC SCALE
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
0 25' 50' 100' APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES
ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING
FLAG MEN, ETC., AS NECESSARY TO INSURE SAFETY.
( IN FEET) 3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE
REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION AND LOCAL MUNICIPALITIES.
HORIZONTAL 1 inch = 50 ft. q. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS
PART 1926 SUBPART P, OR AS AMENDED.
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PROJECT#:2021-079 DATE:12/20/2021
DRAWN BY: JB CHECKED BY: JB
TITLE
GRADING
PLAN
SHEET NO.
C-4.0