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Home My WebLink AboutSDP201700034 Approval - Agencies 2017-10-13SIGHT DISTANCE IS GREATER THAN 36o FEET IN EACH DIRECTION. FIELD VERIFIED BY ENGINEER. EXISTING OVERHEAD ELECTRIC POLE & LINES TO REMAIN. ONSITE POWER POLES & LINES TO BE RELOCATED IF REQUIRED. 2 z= TO lNT NN/ON V SS/pN I1lTy t,4 I PROPOSED LOCATION OF MILL& OVERLAY. SEE DETAIL ON SHEETC3-03. EXISTING ROWS- 9 OF MAILBOXES y� TO REMAIN GRAPHIC SCALE 15 30 60 ( IN FEET ) 1 inch = 30 ft. I.,fNOTE: ALL TRAILS ARE REQUIRED IRED TO HAVE APPROPRIATE SIGNAGE AND KINGS AT ROAD CROSSINGS PER VDOT STANDARDS. ATA MINIMUM SING SIGNS AND SIDEWALK PAVEMENT MARKINGS MUST BE PLACED HE ROADWAY, WITH STOP SIGNS AND WARNING SIGNS ON THE TRAIL. -BACKED 6 STA a+3o) / PRgOSED GROUND ER, SEE SF EET o TEMP RY CONTRACTOR TO CONSTRUON / INSTALLAVDOT TD. EASEMENT EW-i ATAiS°SK .SEE / / I THIS SHEET FOR TAIL. Cq STR ET SIGN TO; \ \ 3 +00 I \ \I l BE ELOCATED/ �2,� \ �\ _�_ � /mil nIi 00 EXISTI G j / PRIV TE SI / TO fFEMAIN Win, OAEESTING\P�11' TR bO� %�ET.(D.B'.4673, G3) /PR POSED/ 8'CLA SATYPI �\ % �/ / ➢ \I I PEDESTRIAN PATH \� / �O �/ \ UriI P9 I APPROVED W b DITCH TYPE A 00 EXISTING TEMPORARY J \ 2 x\ CONSTRUCTION EASEMENT. CONTRACTOR TO TIE DB 4673' PG' 37 PROPOSED PAVEMENT INTO CONTRACTOR TO INSTALL A MO (FIE D / /Ul / \ / �� \ EXISTING DRIVEWAY WITH A \ SMOOTH TRANSITION VDOT MH iAI OUTLET OF EXISTING 30" CMP. RIM TO BE FIELD FITTED, JUST BELOW \ \ \ ASBUILTPAVE PATH WAY FINAL GADE. \ 3 \/ PROPOSED o"CL.IIRCPJ \ (INVERT IN g3o.zo', INVERT OUT=6 6.5o) w/ PROPOSED VDOT STD. CL. AiS ONE (fA2 5 1-2 1 1 15 1� )L )/�/� Albemarle County General Construction Notes for Private Roads 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately refledthe requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. 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. 3. All materials and construction methods shall conform to current specifications and standards of VDOT. All excavation for underground pipe installation must comply with OSHA Standards forthe Construction Industry (29 CFR Part 1926). 4. 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. 5. 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 io or greater is not obtainable, a revised pavement design shall be made bythe design engineer and submitted with the test results for approval. 6. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum allowable slope is 2:2 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 4:1 or better are to be achieved. 7. Surface drainage and pipe discharge must be retained within the public right-of-way orwithin easements prior to acceptance by the County. All drainage outfall easements are to be extended to a boundary line or a natural watercourse. 8. 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 the Director of Engineering, orthe 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. g. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG-g(A, B or Q. 1o. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE-1. 22. Paved, rip -rap or stabilization mat lined ditch may be required to stabilize a drainage channel when, in the opinion of the Director of Engineering, orthe Director=s designee, it is deemed necessary. 22. A minimum clear zone of eight (8) feet from the edge of pavement shall be maintained on all residential subdivision streets. 13. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. Exceptions will not be allowed. 14. Upon completion of the roadway construction, street name signs shall be installed by the developer at all street intersections. Signs and their installation shall conform to "Albemarle County Street Name Sign Requirements". The developer shall be responsible for maintenance of signs until roads have been accepted. 15. Road plan approval is subject to final subdivision plat validation. Should the final plat forthis project expire priorto signing and recordation, then approval of these plans shall be null and void. 16. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the Director of Engineering, or the Director=s designee, they are deemed necessary in order to provide safe and convenient access. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices. , 30 , I EXISTING TEMPORARY C) CONSTRUCTION EASEMENT. \ \ (3) DB 4673, PG. 312 /APPROVED APPROVED DITCfi TYPEA C� GUARDRAILS-J! r, Iz+00 (STING \ \ 645 PROPOSED VDOT STD. GR-zA EXISTING 30" CM CULVERT TO REMAIN & TO BE EXTENDED. (L=50.17', INV. IN=631.66', INV. OUT=630.30') PROPOSED VDOT STD. E W-1 w/ A 150 SKEW TO BE INSTALLED ON EXISTING CULVERT CONTRACTOR TO INSTALL A MODIFIED VDOT MH-1 AT THE OUTLET OF THE EXISTING 30" CMP. RIM SHALL BE FIELD FITTED & BE PLACED JUST BELOW ASBUILT PAVED PATHWAY FINAL GRADE. 645 (MODIFIED) 2 .31 4 630.2o TO PROPOSED VDOT STD. E W-2 w/ A 30° SKEW TO BE INSTALLED WITH PROPOSED EXTENSION PROPOSED VDOT STD. CL. A2 STONE (L=iS, D=2', W2=7.5; W2=8.5' I I 16 0+5oSCALI EXISTING CULVERT EXTENSION 1--5,(y) J =50' (H) I I I I I PROPOSED PARK IEW DRIVE /P 640 PRO 8" WA OSED ERLINE 640 PROPO ED PARKV117W \ GRAD( G \ XISTI G 4 4' PARKVIEW 635 GRADING 635 \ STR:MH-1 STA.o+S SIGHT DISTANCE INTERSECTION OF 68o SIGHT DISTANCE -INTERSECTION OF PARKVIEW DRIVE & THREE NOTCH'D ROAD 68o 66o SNAPDRAGON LANE &PARKVIEW DRIVE 660 675 675 655 655 670 w T Ln w = 670 65oEs — — 65o 665 0 ---- — — wxl mWr� 665 645 O n u m =o m ao645 _ — 2 66o 660 640 m x rmi640 655 655 635 -1 635 6 o 5 SCAL : H=Too', V=20' 65° 63o SCALE: H=Too' V=20' 630 m N o 1P N cc m N �0 N 0 o v0) � o goo m N 0 m i H ko kD Lo �o �D W UM 2 0+00 1+00 2+00 3+00 4+00 5+00 6+oo 7+00 0 0+00 1+00 2+00 3+00 EXISTING 30" TO REMAIN INVERT IN-631.66 INV. OUT= 630.30 0) o I -APPROL _ DITCH TYPE A 14+00 SIGN KEY OSTOP SIGN R1-1 w/STREET SIGNS OSP® LIMIT SIGN R2-1 (15 MPH) O STOP AND STREET SIGH (PARKVIEW DRIVE PVT. & SNAPDRAGON LANE PVT.) OWNER SHALL ENSURE TRAFFIC CONTROL SIGNS TO BE IN PLACE PRIOR TO ISSUANCE OF FIRST CERTIFICATE OF OCCUPANCY. ALL SIGNS SHALL BE IN ACCORDANCE WITH 2O09 M.U.T.C.D. STANDARDS, 2 i) FOR TYPICAL STREET SECTION, SEE SHEET C3-03 z) UTILITY POLES TO BE ADJUSTED AS NECESSARY TO MAINTAIN MINIMUM CLEARANCE BETWEEN LINE AND FINAL GRADE. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY. 3) DEVELOPMENT WILL AVERAGE 8 TRIPS PER DAY, PER DWELLING UNIT. THIS TOTALS AN ESTIMATED 208 TRIPS ADDITIONAL PER DAY ON PARKVIEW DRIVE. AT THE TIME OF THE ORIGINAL PLANS APPROVAL, PARKVIEW DRIVE SERVED 5 DWELLINGS AND A BARN STRUCTURE. THIS CONSERVATIVELY EQUATED TO 6o TRIPS/DAY. PARKVIEW DRIVE WILL HAVE A PROJECT TOTAL OF 268 TRIPS PER DAY. 4) ALL SLOPES GREATER THAN 3:1 SHALL BE SEEDED WITH CROWN VETCH Q2 MODIFICATIONS TO PARKVIEW DRIVE: REVISED VERTICAL ALIGNMENT QPAVEMENT MILL & OVERLAY & MAINTENANCE OF TRAFFIC PLAN ADDED TO THE PARKVIEW DRIVE ROAD PLAN. SCOTT R. COLLINSZ Lie. No. 035791 10NAI z E 1 UPDATED THE STORM PIPE & CULVERT CROSSING UNDER PARKVIEW DRIVE. 0 o- I O UPDATED SITE DETAILS AND GENERAL NTOES FOR THE PROJECT. Un g Ln m � ' •• PRIVATE ROAD w Z US z J L O o a H u > w r i 15+00 (15MPH) v �- , AV X TCH TYP A } } �j/ , CONTRA TOR \\ IN ALLA3 DOTTSTD. �� ,�-��'� \ EW- ATA SKE .SEE _ A_ +00 \THISS EET FOR DETAIL UJ 17+00 • 6 RA/ & 0 z ! ®� W ® Cn M M LLM w N C G W M Q z W Q N ZCF) N L LJ J W LL Q ® r Lu I --I v 0 J J /, 0. a- Q W O Z Q C G J a_ J V) a U UlLU 0 L Y Z � � O - U) U LU z � O U) w 0 W LU w U rQ� V J w w w JOB NO. 172133 SCALE AS SHOWN c SHEET NO. C3-01 I