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Home My WebLink AboutSUB202200124 Plan - Submittal (First) 2022-07-11C 2022 - 30 SCALE, ULC 7 W L11 Z n ABBREVIATIONS AC ACRE CFS CUBIC FEET PER SECOND CG-12 ADA ACCESSIBLE CURB RAMP (VDOT STANDARD) CIL CLASS CO SANITARY SEWER CLEANOUT CONIC CONCRETE CY CUBIC YARDS DB/PG DEED BOOKIPAGE DEQ VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY DIP DUCTILE IRON PIPE E&S EROSION AND SEDIMENT CONTROL EL, ELEV ELEVATION EP, EOP EDGE OF PAVEMENT ESMT EASEMENT EW END WALL EX EXISTING FH FIRE HYDRANT FPS FEET PER SECOND GW GUY WIRE HDPE HIGH -DENSITY POLYETHYLENE PIPE HT HEIGHT INV INVERT L LENGTH LAT LATERAL LF LINEAR FEET MAX MAXIMUM MH MANHOLE MIN MINIMUM NTS NOT TO SCALE PROP PROPOSED RCP REINFORCED CONCRETE PIPE SAN SANITARY SEWER STA STATION Svc SERVICE SW SIDEWALK SWIM STORMWATER MANAGEMENT T TRANSFORMER TBIR TO BE REMOVED TC TOP OF CURB TP TELEPHONE PEDESTAL UG UNDERGROUND VIDOT VIRGINIA DEPARTMENT OF TRANSPORTATION VESCH VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK VSMP VIRGINIA STORMWATER MANAGEMENT PROGRAM WIVI WATER METER WV WATER VALVE RAGGED MOUNTAIN DRIVE ENTRANCE MAINTENANCE PLAN SYMBOLS GRASS DITCH LINING PER VESCH 3.32 VIDOT STD. EC-3 DITCH LINING -498-- —12— CONTOUR LINE WITH ELEVATION __1 27') STORM SEWER STRUCTURE IDENTIFIER (D SANITARY SEWER STRUCTURE IDENTIFIER _Q� BENCHMARK, TEST PIT GG MANHOLE WITH FRAME AND COVER +65 7 + 65 Z- SPOT ELEVATION 6x ADA PARKING SYMBOL WATER CROCKIMETER 4- FIRE HYDRANT 0 WATER VALVE WATERMAIN SANITARY SEWER MAIN STORM SEWER PROPERTY LINE/RIGHT-OF-WAY LINE CENTER LINE FENCE LINE EASEMENT LINE ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR PUBLIC 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 reflect the 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 for the 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 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. 6. 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. 7. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prior to acceptance by VDOT. All drainage outfall easements are to be extended to a boundary line or a natural watercourse. The contractor shall field verify the length of all storm drainage pipe. 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 VDOT, the Director of Engineering, or the Directoros 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. 9. Where urban cross sections are installed, all residential driveway entrances shall conform to VIDOT CG-9(A,B or C). STATE ROUTE 860 (INTX WITH STATE ROUTE 637) SAMUEL MILLER MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA OF EXIT 114 "IVY EXIT" 'S 64 ------ ..................... ...................... . ........ . SITE (P ,je. ro37 RAGGED MOUNTAIN DRIVE RTE. 1860 VICINITY MAP SCALE: I "=2000' 11. Paved, rip -rap or stabilization mat lined ditch may be required to stabilize a drainage channel when, in the opinion of VDOT, the Director of Engineering, or the Director:]s designee, it is deemed necessary. 12. A minimum clear zone of ten (10) feet from the edge of pavement shall be maintained on all residential subdivision streets. Additional clear zone may be required depending on the category of road design. 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. The cross slope shall be maintained as shown on the plans. Exceptions will not be allowed. 14. All required signs (stop, street name, speed limit signs, 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 VIDOT prior to acceptance. The speed limit is to be posted 5mph below the design speed. 15. 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. 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. 17. Use VDOT standard CD-11 or CD-2 underdrains under the subbase material at all cut and fill transitions and grade sag points. 18. A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VIDOT 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 inspection procedure and with a VIDOT and/or County inspector present. In addition, if high -density polyethylene (HDPE) pipe or pipe system is installed, the contractor and a representative from the pipe manufacturer should hold a pre- construction meeting for installation training. The pipe manufacturer should spend a minimum of two hours on the job site during the initial pipe installation. PROPERTY INFORMATION TAX MAP AND PARCEL: STATE R/W (ADJ TO TMP 74-5A1 & 74-5A2) OWNER/IDEVELOPER: RAGGED MOUNTAIN FARM POA DISTURBED AREA: 1,500 SF TOPOGRAPHIC SURVEY COMMONWEALTH SURVEYING APR 2022 DATUM: HORIZONTAL DATUM: NAD 1983, VA SOUTH ZONE, VERTICAL DATUM: NVAD 1988 MISS UTILITY: TICKET# A209600569 DATED 4/6/2022 CITY/STATE ALBEMARLE COUNTY, VIRGINIA ZONING: RA DEVELOPMENT AREA? NO FLOODPLAIN NOTE: THE PROPERTY IS LOCATED IN ZONE "X", AN AREA DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOOD PLAIN AS SHOWN ON FEMA MAP NO. 51003CO265D, EFFECTIVE DATE FEBRUARY 4,2005. RESIDENTIAL SHEETINDEX Sheet Number Sheet Title 1 COVER SHEET 2 MAINTENANCE PLAN SIGNATURE BLOCK COUNTY ENGINEER REVISIONS # DESCRIPTION DATE SCALE E N G IN E E R I N G owner: RAGGED MOUNTAIN FARM POA 605 RAGGED MOUNTAIN DRIVE CHARLOTTESVILLE, VA 22903 engineer: 30 SCALE, LLC 871 JUSTIN DRIVE PALMYRA, VA 22963 p: 434.242.2866 e: mike@30scale.com web: www.30scale.com UJ Z D 0 2 0 W (D (D Z .J a. LU Z LU F___ Z LU 0 Z ry F___ Z LU (y) ro LU 0 Q� LU W T_ X C) (0 00 LU 0 ly_ LU C/) heet title: COVER SHEET I scale: ASSHOWN date: 06/30/2022 Z 0 Z D 0 C) w W D 0 _J W U) w _J _J 2 _J w D Lq 10. Where rural cross sections are installed, all residential driveway entrances shall conform to VIDOT standard PE-11. VIDOT sheet# 1OF2 C 2022 - 30 SCALE, LLC 10 9 LIJ 2 < z CONSTRUCTION NOTES 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). 2. THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 3. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VIDOT UNLESS OTHERWISE NOTED. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTALNERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. CONTRACTOR RESPONSIBILITY NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FOR CONSTRUCTION. 2. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL PLAN DIMENSIONS AND THAT EXISTING SITE CONDITIONS ARE IN CONFORMANCE WITH THE PLANS. IF ANY DISCREPANCIES ARE FOUND, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND ENGINEER TO DETERMINE THE COURSE OF ACTION TO ADDRESS THE DISCREPANCY. THE CONTRACTOR WILL BE CONSIDERED TO HAVE PROCEEDED AT THEIR OWN RISK AND EXPENSE IF THEY DO NOT NOTIFY THE OWNER AND ENGINEER TO SECURE GUIDANCE ON A CORRECTIVE ACTION. 3. THE CONTRACTOR IS RESPONSIBLE FOR THE RELOCATION OF ALL EXISTING UTILITIES THAT ARE IN CONFLICT WITH THE WORK, INCLUDING EXISTING UTILITY POLES AND GUY WIRES. 4. CONTRACTOR SHALL VISUALLY INSPECT CONCRETE FORMS PRIOR TO PLACEMENT OF CONCRETE. IN THE EVENT THAT ADJUSTMENTS ARE NEEDED, CONTRACTOR TO NOTIFY ENGINEER PRIOR TO PLACING OF CONCRETE FOR FIELD REVIEW AND AGREEMENT ON ANY FIELD REVISION THAT MAY BE REQUIRED. ENGINEER TO PROVIDE REASONABLE AND TIMELY RESPONSE TO ALL INQUIRIES MADE BY THE CONTRACTOR. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL DURING CONSTRUCTION, INCLUDING MAINTAINING UNOBSTRUCTED ACCESS FOR THE RESIDENTS OF RAGGED MOUNTAIN FARM. 6. ALL DAMAGED EXISTING CURB, GUTTER, AND SIDEWALK SHALL BE REPAIRED PRIOR TO ACCEPTANCE OF COMPLETED IMPROVEMENTS. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE ENGINEER IMMEDIATELY IF UNKNOWN UTILITIES THAT IMPACT THE CONSTRUCTION ARE DISCOVERED. 8. CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO AN EQUAL OR BETTER CONDITION THAN EXISTED BEFORE CONSTRUCTION. 9. CONTRACTOR TO REMOVE ALL CONSTRUCTION DEBRIS FOLLOWING COMPLETION OF CONSTRUCTION AND IMMEDIATELY REMOVE CONSTRUCTION DEBRIS AND MUD THAT HAS BEEN TRACKED ON TO THE SURROUNDING PROPERTIES. 10. CONTRACTOR SHALL BE LIABLE FOR REPAIR OF ANY DAMAGES ON PUBLIC OR PRIVATE PROPERTY CAUSED BY HIS CONSTRUCTION ACTIVITY, INCLUDING CURBS, GUTTER PAN, ASPHALT AND CONCRETE PAVEMENT. 2016 ROAD & BRIDGE STANDARDS NOTES: 1 THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 F CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH 7 4" ;4 AS 3" (15" DEPTH) OR INCREASED AS MUCH AS D 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL CONCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE, THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. C0-2 IS TO BE USED ON ROADWAYS MEETING THE REOUIREMENTS FOR CG-6 AS SHOWN IN APPENDIX A OF THE VOOT ROAD DESIGN MANUAL. IN THE SECTION ON GS URBAN STANDARDS. A 6 RAMS J.4 C' . r� SURF� ;A ;A AS ;A ;a BASE ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED ERENCEI STANDARD 6" CURB 105 502 VIRGINIA DEPARTMENT OF TRA14SPORTATION 2016 ROAD & BRIDGE STANDARDS VDOT STD. CG-2 DETAIL R CG-2 SURFACE BASE SUBBASE ROAD AND BRIDGE STANDARDS REVISION DATE 1 SHE I T OF I L201�07 30 38 82 82 EX EX WP-2 EXISTING EDGE OF PAVEMENT(WB) 40 82 ffx- 824-0- EXISTING EDGE 82 15 OF PAVEMENT - 19 EX TAPER LANE 82 + + EX 8217- + EX 0+77 END CURB CONSTRUCTION TO MATCH EX. GRADE WITH - .682 1 - NIOSE-DOWN CURB 85 81- EX 81 �-5 82 TIC 6 TIC �2 81 + EX -681 82 *ft% -681 EX. DITCH 5 TIC 822 LINE �SGN 96' _��82 I� �7327'00" E 223. __7 STATE ROUTE 637 DICK WOODS ROAD VARIABLE WIDTH PUBLIC RIGHT-OF-WAY DB 644 PC 334 HWY IX PC 204-208 38 82 EX PROPOSED SAW GUT LINE IN ACCORDANCEwITH VDOT STD. WP-2, FIELD ADJUST A NECESSARY S 09 82 ffx- 16 + 82 _ + EX - 0+63.48= 82 �-9 EX 7 823N Tz , " PCC TC 81 83 EX Tcy 0 PROP. CG-2 12, ell 82 NOTE: CONTRACTOR TO PROVIDE MAINTENANCE OF TRAFFIC PLAN PRIOR TO ISSUANCE OF VIDOT LAND USE PERMIT. 47 82 fc- 11 82�-' 82 EX EX 0+97 - END CURB CONSTRUCTION TO MATCH EX. GRADE WITH NOSE-DOWN-eURB 11� 89 82 T5-3C 81 --------- EX 'OF Now 681 -\- EXISTING EDGE -OF PAVEMENT - - - EX. DITCH LINE N 73-26-59" E 436.05' � IF(HELD) 0+43.65= ZIGN\ STOP 10'DRAINAGE EASEMENT PCTC SEED AND STRAW ALL DB 4029 PIS 496-511 SEED AND STRAW ALL DISTURBED AREAS BEHIND NEW DISTURBED AREAS BEHIND NEW 73 CURB ONCE AT FINAL GRADE 81 TIC CO CURB ONCE AT FINAL GRADE 8118 TIC38 J1 rC 36 81 ER PID 07400-00-00-005A2 ANGELO LEIGH MAURELLI AND BENCHMARK KRISTEN PAIGE HAMILTON NAIL SET NAIL ELEV=682.89 LOT A3 812 1 i TIC 81 ��2 / I I bB'5- INST 202000000530 TIC I - - DB 5266 PC 733 PID 07400-00-00-005AI IR 0+27.37 ANGELO LEIGH MAURELLI AND PC TIC 6BA OCT KRISTEN PAIGE HAMILTON LOT A3 EXISTING SUBDIVISION V0.11 0. 7A INST202000000530 STONE ENTRANCE C� r� I= `3 FEATURES CID cz C:� 80 L2 cz TIC CIO Lo Cc 59 9 X X X TC Do 0 37 i0+00 80:NrC TC1 92 .. 79 EX c�o 0+00) 0+00=E D CURB 0.25 CFS (10-YR STORM RUNOFF) FROM CONSTRII CTION TO MATCHgX. GRADE /!Zl z 00 ROADWAY TO DRAIN ACROSS EXISTING _A11 0 WITH N SE -DOWN (0 GRAVEL SHOULDER INTO ROADSIDE DITC 28 79tXX C RB DO 79 06 EX CID co I 4� OD MAINTENANCE PLAN SCALE: 1"=10' 2016 ROAD & BRIDGE STANDARDS EDGE OF EAISING PAVEMENT (AS DETERMINED 1N FIELD) CONSTRUCT ON JOINT EXISTING ASPHALT LAYERS ROPOSED ASPHALT LAYERS - - - - - - - - - - - - - EXISTING SUBBASE PROPOSED SUBBASE -------------------- T COMPACNED SUBGRADE CONSTRUCTION JOINT DETAIL REMOVE EXISTING ASPHALT LAYERS TO EXISTING SU1313ASE AND REPLACE WITH PROPOSED ASPHALT WIDEMING LAYERS PROPOSED MINIMUM 1 V, RICH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) A MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS or EXISTING ASPHALT LAYERS AS DETERMINED 13Y CORES (SEE NOTE 3) NOTES: I ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINFFP 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPIHS AND TYPES OF IRE LAYERS OF EXISTING PAVEMENT SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN, 3 A MINIMUM OF THREE CORES SHALL BE TAXEN ALONG THE CENTER Or THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH or iv, INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WNYED BY THE ENGINEER. 5- THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE 413JUSTED TO ACHIEVE A14 ACCEPTABLE PAVEMENT CROSS -SLOPE AM EFFECTIVE SURFACE DRAINAGE, 5. EXISTING PAVEMENT MARKINGS AND MARKERS WIIHN 1HE PROJECT LEMIIS SHALL BE RESTORED SU13JECI 10 THE APPROVAL OF THE ENGINEER. 7- FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REOUREMENTS OF SECTION 315 OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCGRDANCE WITH THE REQUIREMENTS OF SECTION 3t5 OF THE SPECIFICATIONS. XV013T SPECIHCA11ON ROAD AND BRIDGE STANDARDS ASPHALT PAVEMENT WIDENING REFERENCE SHEET I OF I I REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC 315 VIRGINIA DEPARTMENT OF TRANSPORTATION 303.02 2016 ROAD & BRIDGE STANDARDS VDOT STD. WP-2 DETAIL PROP. GRADE SEED AND STRAW ALL DISTURBED GRASS AREAS ONCE AT FINAL GRADE :0 '�4 00 ...... ROM SEE NOTE 4 F VIDOT STD. WP-2 PROPOSED ASPHALT LAYER PROPOSED SUBBASE DB 5266 PC 733 LIMITS OF DISTURBANCE ±1,500-SF (TOTAL LEFT AND RIGHT) 0 0.25 CFS (1 O-YR STORM RUNOFF) FROM ROADWAY TO DRAIN ACROSS EXISTING GRAVEL SHOULDER INTO ROADSIDE DITCH. NEW CURB (VDOT STD. CG-2) 1.01 1.01 PROP. SAW CUT LINE 0 10 20 SCALE: 1"=10' MIN. 1-1/2" THICK ASPHALT SURFACE COURSE EXISTING EXISTING GRADE ASPHALTLAYERS EXISTING SUBBASE COMPACTED SUBGRADE NOTE: CONSTRUCTION TO ADHERE TO VIDOT STD. WP-2 EXCEPT AS MODIFIED HEREON TO LIMIT MILL AND OVERLAY TO 2'FROM FACE OF NEW CURB AS SHOWN. I TYPICAL SECTION A -A N.T.S EMSCALE E N G IN E E R I N G applicant: RAGGED MOUNTAIN FARM FICA engineer: 30 SCALE, LLC 871 JUSTIN DRIVE PALMYRA, VA 22963 p: 434.242.2866 e: mike@30scale.com web: www.30scale.com ui > z < 0 _j m (0 zLIJ 00 LU z < Of LLI Z < F--- CO Z LLI I. T_ I-_ 0 z 00 w LLI 0 UJ z < LU [)� I --- < U) (D z w ry z > z 0 L) Ui _j m < LU < �2 m U) 0 __1 LU F_ w w _j _j LU sheet title: MAINTENANCE PLAN scale: 1 =10' date: 06/30/2022 sheet# 20F2