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Home My WebLink AboutSUB200600058 Plan - As-built Road Plan and Comps. 2019-03-14STRF INV= q,�\26.26 FL a 0 YEAR. 0� PLAIN EXISTING 42" CM PIPE (2) ES-2 (2) EC-1 CLASS 1 m 1 umilunc 1-11 -- SYCAMORE SYCAMORE CREEK CIRCLE PERMANENT DRAINAGE EASEMENT (D.B. 3405-264 & D.B. 5135-98, 115 PLAT) �Xls ST FN/. F 150 , '940,95"Ou", 5q�g0 SEE PLAN FOR SURFACE WIDTHS BASE : -&= DEPTH AGGR. BASE MAT'L TYPE 1 N0. 21A SURFACE : 2=nVVoru�rn�co �_naon�ocTc oii->'oA iiTPRTME PRIME o ongg—&'rGNE— DESIGN SPEED = 20 MPH 2ti O LOT 1 -54' 47' x 15" CM PIPE D ° (2) ES-2 P \ (2) EC-1 CLASS 1 INV IN=659.00 658.45 CC) PERMANENT r� DRAINAGE SYCAMORE gCREEK �DRIVE (50,) EASEMENT_ INVERT= SPEED -62973�0- N LIMIT i SyFFT 2 r / i i I T.M. 87-23B Ir I I I I PERMANENT ( I I I DRAINAGE I EASEMENT I I 629.13002 � 002 SIGN I i�.. 6� ti �A • o� I I — � (SDI gHT EgSEM� �j , i " • ,380_ PERMANENT DRAINAGE EASEMENT (D . B . 3405-268) (D.B. 3405-268 & I D.B. 5135-98, 115 PLAT) I I I I \ NOTES: 1. THE ABBREVIATION V.D.O.T. MADE HEREAFTER REFERS TO THE VIRGINIA DEPARTMENT OF TRANSPORTATION. THE TERM COUNTY REFERS TO THE COUNTY OF ALBEMARLE, VIRGINIA. 2. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM V.D.O.T. THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DESCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 3. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF ENGINEERING (296-5861) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. A. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D.O.T. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 5. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 6. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 7. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL) WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. 8. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY V.D.O.T. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO BOUNDARY LINE OR A NATURAL WATERCOURSE. THE CONTRACTOR SHALL FIELD VERIFY THE LENGTH OF ALL STORM DRAINAGE PIPE. 9. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION, AND APPROPRIATE END TREATMENTS WILL BE FIELD DETERMINED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF V.D.O.T., THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 10. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9 (A.B, OR C) 11. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 12. PAVED, RIP -RAP, OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED TO STABILIZE A DRAINAGE CHANNEL, WHEN IN THE OPINION OF V.D.O.T., THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. 13. A MINIMUM CLEAR ZONE OF TEN (10) FEET FROM THE EDGE OF PAVEMENT SHALL BE MAINTAINED ON ALL RESIDENTIAL SUBDIVISION STREETS. ADDITIONAL CLEAR ZONES MAY BE REQUIRED DEPENDING ON THE CATEGORY OF ROAD DESIGN. 14. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. THE CROSS SLOPE SHALL BE MAINTAINED AS SHOWN ON THE PLANS. EXCEPTIONS WILL NOT BE ALLOWED. 15. ALL REQUIRED SIGNS (STOP, STREET NAME, SPEED LIMIT SIGN, ETC.) ARE TO BE FURNISHED AND INSTALLED BY THE DEVELOPER PRIOR TO ACCEPTANCE. SIGNS AND THEIR INSTALLATION SHALL CONFORM TO "ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL" AND THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. THE LOCATIONS OF ALL SIGNS ARE SHOWN ON THE PLANS. THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE SIGNS UNTIL THE ROADS HAVE BEEN ACCEPTED INTO THE STATE SECONDARY ROAD SYSTEM. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE TO BE DETERMINED BY VDOT PRIOR TO ACCEPTANCE. THE SPEED LIMIT IS TO POSTED 5MPH BELOW THE DESIGN SPEED. 16. ROAD PLAN APPROVAL IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION, SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 17. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER, WHEN IN THE OPINION OR THE DIRECTOR OF ENGINEERING OR THE DIRECTOR'S DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 18. USE VDOT STANDARD CD-1 OR CD-2 UNDERDRAIN UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS. 19. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT INSPECTIONS AND ARE TO BE ACCEPTED INTO VDOT'S MAINTENANCE PROGRAM AND OWNERSHIP. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA E VICINITY MAP 708 / SCALE: 1" = 4000' 0 (BRUN EALTH S. RAY . No. 002281 -14-2019 SYSTEMTISSNINSTALLLED, THEE CONTRACTORTANDDAOREPRESENTAINT IVECFROMPTHEEPIPEIMANUFACTUURERISHOULD HOLDIAYPREEI-CONSTRUCTIONDMEETINGEFOR PIPE ASBUILT INSTALLATION TRAINING. PLAN & PROFILE 20. ALL DRAINAGE EASEMENTS WILL BE DEDICATED TO PUBLIC USE. OF PUBLIC ROAD TO SERVE PHASE FOUR SOUTH FORK FARMS LOCATED ON STATE ROUTE 710 SAMUEL MILLER MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA SCALE 1" = 50' HORIZ. DATE : FEB. 29, 2016 1" = 10' VERT. REVISED : MARCH 14, 2019 FOR ASBUILT NOTES: SYCAMORE CREEK, LLC 1. LOTS ARE SUBJECT TO TEMPORARY CONSTRUCTION EASEMENT RESERVATION (D.B. 3380-730 & D.B. 3405-254). ROGER W. RAY & ASSOC., INC. 1717-1B ALLIED STREET 2. LOTS ARE SUBJECT TO UTILITY, DRAINAGE, SIGHT DISTANCE, ETC, EASEMENT RESERVATION (D.B. 3380-730 & D.B. 3405-254). CHARLOTTESVILLE, VIRGINIA 22903 434-293-3195 +00 11+00 12+00 13+00 14+ +0 u + SHEET 1 OF 4 13119AN ASBUILT PH4