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HomeMy WebLinkAboutSWA000112_Plansheet - Proposed Conditions/Site Plan_20210910� U o a_ AM RHYNEROBERTRJR DBS213. PG64 RE) 55�5665760O0 575A( P OP RECREATIONAL + POND S�1,1110HGARRETTK&4TrHE\A/ / E) B � 11u/.P�3 ym + + + DB 10542 PG 22S / -~^~ + + P|D 55157OO7SSOOOO + + + + + + + + + . ~~ / + + + R[l55�575 93�0OOO + + + + 575A(+ + + + 1006A( + + + + + + + + + + ++++++ +++++ +++Y+ 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 SA[-[-T\/ RAI L NOT TO SCALE / BLACKKARENP DBn79tPG�O5 ` R[l55�5755S53OOOO + 4 553A�� + + + + + + + + + + + '+ +++++y+ +++++++ 011111,+++++++ +++++++ +++++++ / \AlR|GHTJOHNR / DB�4156,PG�54 +++++++++ + + P|D��575SE�9OOOO + + + + / 553A( LOWERRO(],KYR|VERROADLL� + + + + +' + |NGLEF|ELOENTERPR|SESLTD DB�O583.PG�S P|D55250761700000 S83A(' CQOKBRVTAy�+ E) B /:m/. P�3 ?95 RE) 55�5&537310000 5 OA� 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. S�N|THBRA0LEYKE|TH DB8298.PG328 RE) 55�5&575900000 6 OA( '1, PROPERTY LINE EX. PROPERTY LINE EDGE OFPAVEMENT SWALE LIGHT DUTY ASPHALT EX. WETLANDS TREE SAVE AREA ao roll, 00 associ("i, ...... ..... t ! E") 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