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IPROP SWALE (SEE GRADING PLAN) 1"PERFOOT _SLOPErPERFOOT SLOPE j3f PER FOOT V PER FOOT PROP SWALE
PROP ASPHALT PAVEMENT
1" S9.513 SURFACE COURSE 3:1 MAX SIDE SLOPE CAN BE EXCEEDED IF AN
1.5" S9.5C INTERMEDIATE COURSE ON -SITE SOIL INVESTIGATION & ENGINEERING
8" COMPACTED ABC STONE CALCULATIONS ARE PROVIDED
COMPACTED SUB -GRADE
TYPICAL DRIVEWAY SECTION DETAIL
SCALE: 1^~5'
NOTES:
1. ALL CONCRETE TO BE 3600 P.S.I. COMPRESSIVE STRENGTH.
2. TYPE OF PIPE TO BE USED IS 1-5/8^ MAX. O.D. BLACK IRON, LOW CARBON PIPE OR GALVANIZED.
3. ALL JOINTS TO HAVE A 1/2^ FILLETWELD AT ALL JOINTS.
4. AFTER INSTALLATION PAINT AS3WBLY WITH BLACK ALL WEATHER ENAMEL.
5. INSTALL SAFETY RAIL ATCULVERT CROSSINGS FOR 1OO'LEN8TH
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GENERAUSITE NOTES:
1 ALL DIMENSIONS ARE TOFACE OFCURB UNLESS OTHERWISE NOTED.
z. DO NOT SCALE DRAWING FOR ACTUAL DIMENSIONS, AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.
3. ALL IMPROVEMENTS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH STATE AND LOCAL STANDARDS.
4. THIS DEVELOPMENT WILL BESERVICED BYWELL & SEPTIC SYSTEM
n. PRIOR TO BEGINNING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED FROM ALL REGULATORY AUTHORITIES.
0. GENERAL CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC ARE PROTECTED FROM INJURY.
7. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES, AND RIGHT-OF-WAYS, PUBLIC AND PRIVATE, PRIOR TOWORKING |NTHESE AREAS.
8. ANY DISCREPANCIES FOUND IN THE FIELD SHALL BE CALLED TO THE ATTENTION OF THE OWNER OR ENGINEER PRIOR TO PROCEEDING WITH WORK.
9. ALL PROPOSED TREES, BERMS, WALLS, FENCES AND/OR IDENTIFICATION SIGNS MUST NOT INTERFERE WITH SIGHT DISTANCE AT THE STREET INTERSECTIONS.
10. PROPOSED SIGNAGE AND LANDSCAPING AND OTHER MONUMENTATIONS SHALL BE PERMITTED IN CONFORMANCE WITH ZONING ORDINANCE REQUIREMENTS.
11 ALL PAVEMENT MARKINGS SHALL HAVE A MIN. WIDTH OF FOUR (4) INCHES UNLESS INDICATED OTHERWISE ON THE DRAWINGS.
12. CONTRACTOR SHALL COORDINATE INSTALLATION OFALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES ONTHE SITE.
13. ALL DISTURBED AREAS NOT TO RECEIVE BUILDING OR PAVEMENT SHALL BE SEEDED AND STRAW MULCHED.
14. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.
15. IN ORDER TO ENSURE PROPER DRAINAGE, MAINTAIN A MINIMUM OF 0.5% SLOPE ON THE CURB.
10. ALL DRIVEWAYS SHALL BE|NACCORDANCE WITH NCDOTSTANDARDS, DETAILS AND SPECIFICATIONS.
17. TOP SOIL TO BE STRIPPED AND SMALL PORTION OF THE TOP SOIL MAY BE STOCKPILED ON -SITE IN AREAS DIRECTED BY SITE DEVELOPERS.CONTRACTOR TOBERESPONSIBLE FOR OFF -SITE DISPOSAL FOR THE REMAINDER OF
THE TOP SOIL.
18. CONTRACTOR TO COORDINATE ANY PROBLEMS OR FIELD CONDITIONS THAT MAY CHANGE DESIGN WITH DPRASSOCIATES, INC. PRIOR TOPROCEEDING.
19. CONTACT THE UTILITY COMPANY TORELOCATE ANY EXISTING UTILITY POLES. ALL EXISTING FACILITIES WHICH CONFLICT WITH THE IMPROVEMENTS UNDER THE SCOPE OF THIS PROJECT MUST BE RELOCATED AT THE EXPENSE
OF THE CONTRACTOR. BEFORE YOU DIG, STOP; CALL THE NCONE-CALL CENTER (811) IT'S THE LAW.
20. ALL NCDOT STANDARDS ARE PER HIGHWAY DESIGN BRANCH ROADWAY STANDARD DRAWINGS JANUARY 2018 OR LATEST EDITION.
21 CONTRACTOR TO OBTAIN BUILDING DEMOLITION PERMIT AS REQUIRED PER ALL APPLICABLE REGULATIONS.
22. ALL UTILITIES SHALL BEUNDERGROUND.
23. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING. PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNER.
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PROPERTY LINE
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EDGE OFPAVEMENT
SWALE
LIGHT DUTY ASPHALT
EX. WETLANDS
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CLIENT / OWNER / ARCHITECT
IN SITU STUDIO
919.397.3949
BUILDERS
CHARLOTTE, NC 28205
980.288.2000
LANDSCAPE ARCHITECT
SURFACE 678, PA
919.419.1199
STRUCTURAL ENGINEER
919.833.0495
WETLANDS
SYNTERRA CORP
CHARLOTTE, NC 28269
980.312.5999
KEY MAP
PROJECT
BROTHERS
ESTATE
10595 HICKORY RIDGE ROAD
HARRISBURG, NC
PROJECT NUMBER
20055
DATE
07/12/2021
ISSUED FOR
CONSTRUCTION DOCUMENTS
REVISIONS
NO. DATE DESCRIPTION BY
1 07/12/2021 EROSION CONTROL PLAN MD/MT
NCDEQ/NCDENR REVIEW
2 09/09/2021 COMMENTS REVISIONS MT
DRAWN BY: MD/MT
CHECKED BY: HN
SEAL
CA
SEAL
030523
SCALE
AS INDICATED
DRAWING
SITE PLAN
Cop,mnHT @ 2021 DPR ASSOCIATES, INC. THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCUMENTS OR CALCULATIONS ARETHE PROPERTY OF DPR ASSOCIATES, INC. AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED. NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION. ORIGINAL SHEET SIZE `0"x«r