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HomeMy WebLinkAboutSUB202200037 Plan - Submittal (First) 2022-02-28VSMP & ROAD PLAN FOR LEGEND EXISTING NEW 311.5 x x'9 311.5 TC x xl- 311.5 TW x z'- 311.5 BW x x1� 0 X X m (D OHIJ OHIJ ucu LOU O q q IIIIIIIIIIIIIIIIIICRo O S S _W W _ O O A GAS GAS DESCRIPTION BOUNDARIES BENCHMARK SITE PROPERTY LINE ADJACENT PROPERTY LINE BUILDING SETBACK PARKING SETBACK SITE TEXT PARKING COUNT TOPOGRAPHY INDEX CONTOUR INTERVAL CONTOUR SPOT ELEVATION TOP OF CURB ELEVATION TOP OF WALL ELEVATION BOTTOM OF WALL ELEVATION STREAM STREAM BUFFER 100 YEAR FLOODPLAIN BUILDING BUILDING RETAINING WALL STAIRS EDGE OF PAVEMENT ROAD CENTERLINE FRONT OF CURB BACK OF CURB CG-12 TRUNCATED DOME SIDEWALK BIKE PARKING HANDICAP ACCESSIBLE AISLE HANDICAP PARKING MATERIAL CONCRETE RIPRAP ASPHALT EC-2 MATTING EC-3 MATTING WETLAND TREELINE FENCE UTILITY UTILITY POLE GUY WIRE OVERHEAD UTILITY UNDERGROUND UTILITY STORM STORM MANHOLE DROP INLET STORM SEWER ROOF DRAIN SANITARY MANHOLE SANITARY SEWER MAIN SANITARY SEWER LATERAL WATER WATER LINE WATER METER WATER METER VAULT FIRE HYDRANT FIRE DEPARTMENT CONNECTION GAS GAS LINE EASEMENTS CONSTRUCTION GRADING ACCESS SIGHT DISTANCE UTILITY STORMWATER FACILITY MAINTENANCE STORMWATER ACCESS DRAINAGE SANITARY WATERLINE GASLINE OWNER/DEVELOPER Borderline LLC P.O. Box 8183 Charlottesville, VA 22906 dan@1770group.com.au 804-349-8832 PLAN PREPARER Shimp Engineering, P.C. 912 East High St. Charlottesville, VA 22902 (434) 227-5140 ZONING B-3 Business Highway (7.22 ac) R-2 Residential (6.73 ac) Albemarle County (Rural Area) (Entrance Corridor) SETBACKS (B-3 zoning) R-2: Frontage 80' Front 25' Side Yard 10' Rear yard 35' (Cluster dwellings 26) Accessory setback 5' Adjacent to R-1: Side 30' (Cluster 10') Rear 30' (Cluster 25) B-3: Front 25' (3 or more lanes) Front 15' (2 or less lanes) Side 50' (from residential, agricultural or conservation district) Rear 50' (from residential, agricultural or conservation district) Accessory 20' DISTRICT Midway SOURCE OF TITLE Greene County: Instrument #: 190002114 (65-A-47) 12.13 ac Plat Book - 3872 Page - 5477 (65-A-47) Instrument #: 190002114 (65-A-48) 1.82 ac Plat Book - 197 Page - 3872 (65-A-48) Albemarle County: Deed Book 5219 Page 139 (21-6H) 3.04 ac Deed Book 5306-549 Plat Deed Book 3205 Page 319-320 Plat SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary and topographical survey information provided by: Roger W. Ray & Associates, Inc. 663 Berkmar Court Charlottesville, VA 22901 Date: 10/18/2019 Additional Topo: LiDAR (VITA) BENCHMARK Datum: NAVD'88 FLOODZONE According to the FEMA Flood Insurance Rate Map, effective February 4, 2005 (Community Panel 51003C150D) this property lies within "Zone X", and refered to as an area of minimal hazard. WATER & SANITARY SERVICES Water to be connected to existing water infrastructure along Route 29. Sanitary waste to be managed with onsite drain fields. TRIP GENERATION ITE Trip Gen, 10th Edition AM PM USE ITE I.V. FQTY IN OUT Total IN OUT Total Church 560 1000 sf 6 2 2 4 3 2 5 Variety Store 814 1000 sf 5 11 12 23 18 19 37 Quality Restaurant 931 1000 sf 5 18 4 22 25 16 41 Hardware Store 816 1000 sf 5 4 3 7 3 3 6 Total 35 21 56 49 40 89 ALBEMARLE COUNTY GENERAL 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). 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. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. BUILDING HEIGHTS Maximum Allowable (R-2 zoning): 35 ft Maximum Allowable (B-3 zoning) 35 ft EXISTING USE Single Family Residential PROPOSED USE Mixed Use Residential and Commercial Subdivision Maximum Disturbed Area: 433,470 SF (9.95 acres) SIGNS New signage is proposed along the new public road and Route 29. LIGHTING No lighting proposed for this plan. GENERAL NOTES 1. The information and data shown or indicated with respect to the existing underground utilities at or contiguous to the site are based on information and data furnished to the owner and engineer by the owners of such underground facilities or others. The owner or engineer shall not be responsible for the accuracy or completeness of such information or data. The contractor shall have full responsibility for confirming the accuracy of the data, for locating all underground utilities, for coordination of the work with owners of such underground utilities during construction, for the safety and protection thereof and repairing any damage thereto resulting from the work. All of these conditions shall be met at no additional cost to the owner. The contractor shall contact "Miss Utilities" of Virginia at 1-800-552-7001 prior to the start of work. 2. When working adjacent to existing structures, poles, etc., the contractor shall use whatever methods that are necessary to protect structures from damage. Replacement of damaged structures shall be at the contractor's expense. 3. The contractor shall be responsible for protecting all existing site structures from damage and coordinating work so that the owner can make necessary arrangements to modify/protect existing structures from damages. 4. The contractor shall be responsible for notifying all utility owners, adjacent land owners whose property may be impacted and the Virginia Department of Transportation prior to completing any off -site work. 5. Contractor shall notify and coordinate all work involving existing utilities with utility owners, at least 72 hours prior to the start of construction. 6. Contractor shall immediately report any discrepancies between existing conditions and contract documents to the owner and engineer. 7. Contractor shall submit for the approval of the owner submittals of all specified materials listed in the plans, to include shop drawings, manufacturer's specifications and laboratory reports. the owner's approval of submittals will be general and will not relieve the the contractor from the responsibility of adherence to the contract and for any error that may exist. 8. All bare areas shall be scarified, limed, fertilized, seeded and mulched. 9. All trees, saplings, brush, etc. shall be removed from within the right of way and the drainage easements. 10. Retaining walls require separate building permits. 11. All water service lines, sanitary laterals, and sprinkler lines must be visually inspected by the Building Department from the main to the structure. 12. Demolished asphalt shall be used in fill operation on -site as a means of disposal. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS 1. The plan approving authority must be notified one week prior to the pre -construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. 2. All erosion and sediment control measures will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control Regulations. 3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing. 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. 5. Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but not limited to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority. 6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. 7. All disturbed areas are to drain to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. 8. During dewatering operations, water will be pumped into an approved filtering device. 9. The contractor shall inspect all erosion control measures periodically and after each runoff producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. 10. All fill material to be taken from an approved, designated borrow area. 11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert materials only, free of roots, stumps, wood, rubbish, and other debris. 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section 5.1.28. 13. All inert materials shall be transported in compliance with section 13-301 of the Code of Albemarle. 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to the hours of 7:00am to 9:00pm. 15. Borrow, fill or waste activity shall be conducted in a safe manner that maintains lateral support, or order to minimize any hazard to persons, physical damage to adjacent land and improvements, and damage to any public street because o slides, sinking, or collapse. 16. The developer shall reserve the right to install, maintain, remove or convert to permanent stormwater management facilities where applicable all erosion control measures required by this plan regardless of the sale of any lot, unit, building or other portion of the property. 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 Ibs/acre, and in the months of September to February to consist a 50/50 mix of Annual Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May through August to consist of German Millet. Straw mulch is to be applied at 80lbs/100sf. Alternatives are subject to approved by the County erosion control inspector. 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. Agricultural grade limestone shall be applied at 90lbs/1000sf, incorporated into the top 4-6 inches of soil. Fertilizer shall be applied at 1000lbs/acre and consist of a 10-20-10 nutrient mix. Permanent seeding shall be applied at 180lbs/acre and consist of 95% Kentucky 31 or Tall Fescue and 0-5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be applied at 80lbs/100sf. Alternatives are subject to approved by the County erosion control inspector. 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging to structural measures is to be repaired immediately. Silt traps are to be cleaned when 50% of the wet storage volume is filled with sediment. All seeded areas are to be reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes which are collecting sediment to half their height must be cleaned and repaired immediately. 20. All temporary erosion and sediment control measures are to be removed within 30 days of final site stabilization, when measures are no longer needed, subject to approval by the County erosion control inspector. 21. This plan shall be void if the owner does not obtain a permit within 1 year of the date of approval. (Water Protection Ordinance section 17-204G.) 22. Permanent vegetation shall be installed on all denuded areas within nine (9) months after the date the land disturbing activity commenced. (Water Protection Ordinance section 17-207B) BORDERLINE TAX MAP 65, SECTION A, PARCEL 47 & 48 GREENE COUNTY, VIRGINIA TAX MAP 21, PARCEL 6H ALBEMARLE COUNTY. VIRGINIA VICINITY MAP SCALE: 1"=2000' 9 SITE n. 1 1120V r yeF LAKE SAPONI 606 611 606 f ' c° e SANDY BRANCH RESORT FARM Freddy Crl N zn2 MCLANE RIDGE Map provided by Google.com SHEETINDEX C1 COVER C2 EXISTING CONDITIONS C3 CRITICAL AREAS C4 SITE OVERVIEW C5 SITE PLAN C6 GRADING & UTILITY PLAN C7 ROAD PROFILE C8 STORMWATER PROFILES C9 WATERLINE PROFILE C10 EROSION CONTROL NARRATIVE C11 EROSION CONTROL PLAN PHASE 1 C12 EROSION CONTROL PLAN PHASE 2 C13 EROSION CONTROL PLAN PHASE 3 C14 EROSION CONTROL DETAILS C15 EROSION CONTROL DETAILS C16 M.O.T. PLAN APPROVALS Planning Director Date Owner TMP Date SPR 21-006 SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering 912 East High S1met Phone: 434-227-5140 Chadoftmmlle, VA 22902 shim"riginmdrig.mm os'��PL1" �� � I U M. SH1 P D 11 VSMP & ROAD PLAN GREENE COUNTY, VIRGINIA ALBEMARLE COUNTY, VIRGINIA BORDERLINE SUBMISSION: 2021.14.08 REVISION: 1. 12/10/2021 2. 2/21 /2022 FILE NO. 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USE:' 'REBID NC E Scale: C3 •;.• \ I - I 1' 40' I ---------------------------- ------------- FBOLT OUN--------- I FOUND I CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE C1 39.67' 59.53' 54.10' N 73'23'12" E 85°58'48" C2 225.00' 209.46' 201.98' S 35'57'46" E 53'20'18" C3 275.00' 339.75' 318.55' N 27'14'19" W 70'47'14" C4 275.00' 92.22' 91.78' S 17'45'41" W 19'12'46" C5 13.00' 12.94' 12.41' S 01'14'54" E 57°00'39" C6 57.00' 120.48' 99.27' S 30'48'00" W 121°06'26" C7 57.00' 120,48' 99.27' S 23'56'09" W 121°06'26" C8 13.00' 12.96' 12.43' S 55'55'44" W 57'07'18" C9 225.00' 143.97' 141.53' S 09'02'14" W 36°39'42" CIO 50.00' 78.32' 70.55' N 22'18'52" W 89°44'46" C11 500.00' 92.00' 91.87' N 17'17'15" E 10'32'31" C12 500.00' 148.18' 147.64' N 03°31'35" E 16°58'49" C13 500.00' 51.06' 51.04' N 07°53'21" W 5°51'04" GREENE COUNTY T.M.65-((11))-2 DONNA THACKER & PHILIP THACKER DB 232 PG 306 USE: RESIDENCE ZONED: R-2 GREENE COUNTY T.M.65-((11))-1 DONNA THACKER & PHILIP THACKER \ DB 870 P.B.1P 4 327 \ USE: RESIDENCE ZONED: R-2 1 PIPE N 67°12'24" W N 67°12'24" W FOUND N 67°12'24" W 3 N 67°12'24" W 3 1 167.1183.63�n 50.16,1 112.2T FOUND ' ' ' o � c 0 SCREENING BUFFER 20' , N 10 ' SIDE SETBACK 50' 50' RIGHT-OF-W�ry-I,Y DEDICATION ' \ N 4- m 1 '' .63 ACJRES COMMERCIALLOT4 .\ 1.00 ACRES \ w w �o v , I N N Cr � -� - N 62°37' 55" W 1 325.52' I N \ NEW 50' PUBLIC RO I THE PUBLIC RIGHT-OF-WAY I I IS HEREBY DEPICTED TO ' NFw PRIV R. FACILITY EASEMENT TO BE DEDICATED GREENE COUNTY I FOR PUBLIC USE I % o NEW 10' WATERUN 0 / EASEMENT TO BE DEDICATED Q I J a 1 I y ` \ COMMERCIAL LOT 5 - Q ' m 0.90ACRES N; I(L N D M Z N 2 i GREENE COUNTY , I T.M.65-((A))-47 1 GREENE: 12.13 AC _ I ALBEMARLE COUNTY - - - _S 62°35'18" E_ I I I I ALBEM RLE 3.04 AC 1 I 265.98' ' TOTAL: 15.17 AC BORDERLINE, LLC I n• I I ' ALB. CO. D.B. 5306-549 PLAT ;r ro NI-j ALB. CO. D.B. 5219-139 I� m ^ N I ^ 'O ALB. CO. D.B. 3205-319 & 320 PLAT I" ` N N - � EW 20' WATERLINE � GR. CO. INSTR # 190002114 I m EASEMENT TO BE DEDICATED I \ RIGHT-OF-WAY GR. CO. P.C. 3871 & 3872 N COMMERCIAL LOT 6 A 1 (NO SPECIFIED WIDTH) USE: RESIDENCE I 1 z 0.76ACRES ALONG ROAD ZONED: B-3 N AS SHOWN IN P.B.1-15 1 N ro w o \ 1 I wrOf z o N ` c110 \ ,91 NOVBI3S 1NOW N 67°11'16° W 211.92 \ \ APPROXIMATE LOCATION GREENE COUNTY LINE T.M.65-((A))-47 APPROXIMATE LOCATION ALBEMARLE COUNTY LINE T.M.21-6H \\ REVISED THE PUBLIC RIGHT-OF-WAY `\ ALBEMARLE COUNTY IS HEREBY DEDICTED TO \ T.M. 21-6H ALBEMARLE COUNTY ORIGINAL FOR PUBLIC USE BEFORE DIVISON 3.04 AC \ AFTER DIVISION = 2.11 AC ZONED:RA \ NEW 50' PUBLIC RO RIGHT-OF-WAY (D.B.404-161,D.B.516-550,551 PLAT) ALBEMARLE COUNTY N T.M.. D'GA \\ IRENE C. D'GAMA ALB. CO. D.B. 5214-757 OR. CO. INSTR # 190002034 \ ALB. CO. D.B. 1021-705 PLAT GR. CO. P.C. 1088 \ ALBEMARLE COUNTY USE: RESIDENCE I T.M.21-612 ZONED: RA JERRY C.STEELE D. B.1421-482 D.B.569-110 PLAT USE: RESIDENCE ZONED: RA I W. STUB -OUT ADJOINING PROPERTY I I I I I I I I I I I I I I 1 I PIPE N 67°12'24" W FOUND 324.27' SCREENING BUFFER 20' NORTHERN PIEDMONT ELECTRIC COOPERATIVE \ SIDE SETBACK 50' D.B. 51-215) N COMMERCIAL LOT 3 Y I 1.02 ACRES 0 0 U ro N N ^ I z GREENE COUNTY / T.M.65-((A))-48 1.82 ACRES BORDERLINE, LLC INS/ 14 NEW 20' WATERLINE EASEMENT PB 1 # 1C 3872 PB 197 3872 TO BE DEDICATED SI USE: RESIDENCE • ZONED: B-3 - _ -- S 62°37'55" E ° 321.29'--�--�_ _ LO o v N � N N N IRON COMMERCIAL LOT 2 FOUND 1.08 ACRES U m ti z o 0 N � - - - S 62°3'S5" E 323.24' 62°37'55"E 250.00' --- � COMMERCIAL LOT 1 \ 1.15 ACRES \ I < a w v M�O> m �\ I I � I 0 0 Nji � ^ N NI Z H W SPECIAL LOT I in o 0 \ FOR STORMWATER FACILITY _wm a ry N 0.53 ACRES o N ^ � � U I py ---T--- 59.35'-�----- T.M. 2"H R W - - A -_ NEW PUBLIC ROAD \ ______________ __ _ 25_MPH I55�W- --------------- I I II I I AXLE I FOUND I I ALBEMARLE COUNTY T. M.21-611 I GARY A.HOWIE D.B.2653-7 40 I D.B.569-110 PLAT L USE: RESIDENCE Scale: ZONED: RA 1"=40' NEW 20' DRAINAGE EASEMENT SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering 912 East High S1met Phone: 434-227-5140 Chadoftmmlle, VA 22902 shimp-eigineem,g.mm I v M.SHI P Y Lic. 0.451 C) �v SS'/nAre1 ECG 4. VSMP & ROAD PLAN GREENE COUNTY, VIRGINIA I ALBEMARLE COUNTY, VIRGINIA BORDERLINE SUBMISSION: 2021.14.08 REVISION: 1. 12/10/2021 2. 2/21 /2022 I FILE NO. 17.015 SITE OVERVIEW SHEET C4 OF 16 20 C4 BOLT ----- -- ---------------- ----- - - — `-- - FOUND —__---------- I I I I \ 1 I i GREENE COUNTY I T.M.65-((11))-2 DONNA THACKER & PHILIP THACKER DB 232 PG 306 1 USE: RESIDENCE I ZONED: R-2 DITCH #1-_- EC-2 LINING 1 ____ ______ I _ GREENE COUNTY 1 \ DONNA THACKER &PHILIP THACKER DB 870 B 1P 4 327 .1 EX. POWER POLE I \ \ USE: RESIDENCE DITCH 3 TO REMAIN 1 r .car LI EW TREELINE DETENTION POND # ZONED: R-2 COORDINATES EW TREELINE 8 EC-2 LINING NEW EVERGREEN TREES PIPE F1 38.193893,-78.398849 - - - - - - - - - - - - - - - - SPACED 15' ON-CENTERPIPE FOUND FOUND I -, vY `sY FOYJ.'D SCREEMNG BU DITCH #2 / A EC-2 LINING \ \ \ Tw\ A2. 50' RIGHT-OF-W7"}I,Y DEDICATION I I I \SIG ` .63 ACRES �/ GREENE COUNTY 1 19+0 -PARKING' -. / EW SIGN g T.M.65-((A))-48..NfW DETfNT10N'POND:" I 'NO PARKING' / 1.82 ACRES /NN _ \ NSOTRD#R19000211 IPB 19 PG 38724 USE: RESIDENCE / oo I 15+00 _ 9 ZONED: B-3 I 16+OF0 17+00 m I W D DITCH #8 3 d NFw PRIVATE e_TORMWATER. FACILITY EASEMENT TO BE DEDICATEI I I EC-2 LINING Q 1 I ¢ 1\ I O a N 3 CiU DIUJ rn Of o EW 'NO PARKING' SIGN NEW 'NO PARKING' SIG I_..I ,�.r o �; EX. POWER PG'L- RIGHT-OF-WAY (NO SPECIFIED WIDTH) ALONG ROAD AS SHOWN IN P.B.1-15 NEW o �"'°� TO REMAIN ; / T.M 65 GREENE COUNTY47 , �'/ DITCH #4 I I DITCH #5 - 10+0 EC-2 LINING I o� GREENE: 1213 AC � I - - �_ _ _ _ 11+00 �'/ I EC-2 LINING I ALBEMARLE COUNTY,\ _ _L y _ I I I I T.M.21-6H 1 _ 12+00 ALBEMARLE: 3.04 AC��/ - �— TOTAL: 15.17 AC ' QwQQ� BORDERLINE, LLC f I 00/�^�1 ALB. CO. D.B. 5306-549 PLAT ALB. CO. D.B. 5219-139 ALB. CO. D.B. 3205-319 & 320 PLAT GR. CO. INSTR # 190002114 I I - - _ _ S 6237'55" E GR. CO. P.C. 3871 & 3872 USE: RESIDES E I .a/ of 250.00' T� Of i o Z O I - vo vin- 0 \ �ohMo \AIEW SIGN \ '25-MPH SPEED LIMIT' ` \ NEW SIG NEW STREET TREES / g APPROXIMATE LOCATION GREENE COUNTY LINE T.M.65-((A))-47 / \ '25-MPH SPEED LIMIT' .��� EDIUM SHADE TREE wl APPROXIMATE LOCATION ALBEMARLE COUNTY LINE T.M.21-6H CD DITCH #7 EC-2 LINING DETENTION POND #2 N _ \ \ COORDINATES \ TREES TO REMAIN \ \ 38.191880,-78.397115t: \\ TREES TO REMAI 1ETENTION: 2 \ oo POND _ NEW SIG , DITCH #6 5 SPEED LIMI EC-2 LINING >� i SIG � 'N ARKING I R25' " �..... NEW STREET SIG pt1---- --- --- NE _ T SIG 'GREENE EDGE UN.' oo��E,. \ \\ 0p;� - ---JN W \ — . \ QP �� ,\ - _ ROAD A RIGHT-OF-WAY (D.B.404-161 .8.516-550,551 PLAT) �.� N 258LIC ROAD MPH 0S ALBEMARLE COUNTY T.M. 21-6A \NEW SIG IRENE C. D'GAMA \;- 'NO PARKING' NEW STOP ALB. CO. D.B. 5214-757 \\\ I WHITE 24" TYPE 3-VI oil GR. CO. INSTR # 190002034 \ THERMOPLASTIC PAINT I AXLE ALB. CO. D.B. 1021-705 PLAT I I NEW SIGN 'STOP' I FOUND GR. CO. P.C. 1088\, ALBEMARLE COUNTY USE: RESIDENCE T.M.21-612 ZONED: RA I JERRY C.STEELE I D. B.1421-482 I D.B.569-110 PLAT USE: RESIDENCE 4� ZONED: RA I I I Scale: ZONED: RA 1 "=40' NEW DASHED WHITE STRIPE 2' LINE SEGMENTS, 6' GAPS, 4" TYPE 3-VI THERMOPLASTIC PAINT 1340.13 SINGLE RIGHT TU ARROW " TYPE 1340.13 SINGLE RIGHT TURN ARROW STRIPE PAINT EX. POWER POLE TO REMAIN 20+0020+13 SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering 912 East High S1met Phone: 434-227-5140 Chadoftmmlle, VA 22902 shimp-eigineemg.mm L I v M.SHI P Y Lic. o.451 O �V SS/01V A 1 VSMP & ROAD PLAN GREENE COUNTY, VIRGINIA ALBEMARLE COUNTY, VIRGINIA BORDERLINE SUBMISSION: 2021.14.08 REVISION: 1. 12/10/2021 2. 2/21 /2022 I FILE NO. 17.015 I SITE PLAN SHEET C5 OF 16 0 40 80 120 ^ 5 ---_ i \ / ----------------- -------------- -- ' / ✓ / _ _ ____ S---------------- ao --------------i'_-___- \�✓ --_ _ \\ \ \ \ \ ) I I I 1 \ 1 /_ I II /`� ` \.--�/ --�/ I 1 III / \ - - / ----_------------__ \V A A V AV A � ) � I II II � II I DITCI1i #1 ' IEC-2 LINING -- \ I I I I � _--�--- -- --- A A � I 1 I AV — — — — — — — — — — — — — — — ----------- / --_ \ I \ \\ \ \ \ ------- - \ r 570 \ V A Ca A V \ A \ A V A A V A V \V AVI I l' A ------ ----------------- I / / // jI l �' 11l0 I �\ / y� _---__- v V \ I V A 1 V A v V A v / �/ \ EX. POWER POLE,'' \ /------- . - CHAAIN .--`r--- `` \ `V I `\ 'I A V 1 ` V AV Asa / I I 1 1 �� --- II o� DITCH _ T_0-R I 1 1 1 I I 1 I II \I DE N110N I�ONp �j Ep-2 LINING ------------- I I j ) / ---___ --__ \ I 1 I I I �00 DINATES I 15410o EW 14�T RIP-R41 I _ I I 1 I i - 600 - --- ) 1 I 88.19 89 ,-�18.31884 OUP ET ROTEC ON �� _ �i ---- -�1 1V I ) II 1 II II I 11 / �•----____- i-� ��� 1 I I I I I I II II ) I I I ) I 11 II 1 V A � I / I I I \ - --- 7 � I I I � ,' I I I I I I I I SCREENING BUFFER 2b' z- SCREENING BUFFER 20' DITC 2 / �� --- - -., - - - - -- I I I AROUND WATERLINE , I 1 I EW 14" STEEL CASING IP-RAP/ I I EC-2 ApNG \ I I BENEATH ROAD --__ A --- A A V ) I I I 1 1 1 1 1 v TOP OF\ Al/ 6 00 I I 1 2 as EW�DY-7 ;-- I I I 1 Q 8. / / / T 569.60 OU - / -'OUT 568.50 /� / __ — -/ �- 12 \ I\ 1 1 / / i/ — _ I I I 1 I ) I I I I I 9f�1 w / i / l — — �80- \ � / / ,/ j I I 8� � I I I I I \ X. WV 568.00 / / \ I I SEND I 50' RIGHT-O� W Y DEDICATION i--' 1 / \\ .63 RES U. J \.. I. NEW 8' TS& EX. W DE�NTLON\'PON{1. / - 1 EW 14" STEEL / / / / I I / I 1 I I 20+C0 0+13 . ` ..A BENEATH PAV I NI N / / ' ��A i i� l / I NEW 20- WATERLI EASEM�NT f Ex. Wv o i A 1 I NEW 8 EW / TEEE DEDICATED j - - - - - - I `� l I l l l l l / l / / l / - _ l� 0 / , ���� l ' l l4­6 / I ' I l / - + 8� G __ �=8• GV 18+ 0\ ' // / 7 / // / + 1 iEW �i iYV 17 0 t I 11 rn v I WN /. \ \ \ / r I _ ; l V � I l / / / l l 72-� �� l l / I I / �/ I _- � � _- _���_ / / 10 ) I I1111 11 3 w \1 / _ �I i � � ) I III 1/4 EW 8' C900 WA1kRRlJNE 2�ARV I 1 I 1 1 vI� o m vv NFw PRWAT RMWAT FACILITY EASE ENT TO BE DEDICATE) I / / 1 / / v I 1 BITCH � / (I v EC-2 LIMN NEW 10' WATERLINE _ \ I ! I I I a \ I j 1 I I / / // / // ,' / / ,' / ,l / / / / / 7 / l Q I �-- I EASEMENT TO BE DEDICA a 620 m I 0 Q I i6 I \ I II I _' / 1 1 0 I � \ ce i I I I I EX. P E POt I i l -- ---''� / ) / / + i i sr V l / l I 0 REMAIN ---- ' = i� LAND ENGINEERING 10 0 I DITCH 4 \ / / A ) f # I � �-DYT6H #5 � / I / i EC-2 N W I � I I I \ W 17e00 I EC-2 LINING I BO9 FOGYSBdDESIGNVILGINEERI I OJECTMANAGEMEN 1 1 1 ) I I I 1 I I 1 1 I I I OD G 51 ENGINEERING PR T 1 NEW 8 \ I Design Engineering MJ CAP 9 Sb M Phone:434-227-6u0 , o I I Chadollesville, VA 22902 shim inmin \--i/ -- Q- p0 '��'7�'L' --- ---- \ � � / I I I ) NEW P-en9 n9.com 90' D I < \ -1-- I 7-� \V I I I I 20' WATERLINES I \ I I I"ENT If0 BED DEDICATED I I�� I RI6HT/O�-M/AG INO SPEtIFI,�DIWIDTH� \ \ I t•. 1 I I I I I pLTGIR ADI A5 SHOWN �N �.Bdt-fly I v � \ � \ -- - � I i / / / l I 1 I \ \ \ - �' / ' I I / � I / I I / / / , � / � l � I / �, I � NEW 20' ) RAiNAGE I U EASEMENT Lic. 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TI REMAIN ...L-.NEW I I � I 1 SUBMISSION: DETEN.TION..1 o I I ; \ / I I III I \ \ \ o - - - 2021.14. 8 __-'- 0 �� i Fi, - '1 A " IL:' �� -RIP-RA v:. / / z I ; I I 11 11 REVISION: --- ARP bui.55a.oa 1. 12/10/2021 -- 2. 2/21/2022 \ \ � E -2 L O - - 1Ul 1 \ 1 1 I \ \ q _ 1 \\ I EW ' � \ � 1 S>� W i ( i. \ $, \-\NEWP B - \ L `O�EB I ------ RIBFT- OF -WAY DRIVEWAY _ 2 - ROAD Xs8 m� ON J_----__-_ D.6.404- 61,D.B.516-550,551 PLAT) ` ( G \ WP-2 VE-R'T- � �� _ MPH V I / \ I \ 1 \ - — - - FILE NO. -NEW III_7 I I I 7.015 1 \I I 1 , •\ 'F0R568.00 ---. \ �� '\ 8- I I I GRADING & UTILITY PLAN \ \ \\ I v v OUT I1 56 600 `v I A vI AL EMARLE COUNTY \ ) I \ � v 1 I I SHEET C6 OF 16 T.M.21-6`11 I I I I I I / GAM1Y A.HOWIE \ I 40 0 40 80 120 -71y IIN IN IN IN IN D.B.569-110 PL TI IN IN IN IN IN I USE: IRESIDENC Scale: \ 600 595 590 585 580 575 570 565 560 55 I _ � 1, I —16 om `� ROADA\�—� i i17 001 - -� PUBLIC ROA[9 mA\ / — 18 0 R25p 25-MPH // M m it go 0 _ - — 90— -�co -7� \ \ I 1 I I I 1 I I 1 I 1 I I I I I I I I I I I I I \\\ 3 ROAD A SECTION \\ C] Not To Scale I I I 4 ROUTE 29 SECTION C7 Not To Scale 3.0' 1 ROAD A PROFILE C7 SCALE: HORZ: 1:30 VERT: 1:10 — 50.0' PUBLIC ROW 13.V CAL 1 2.0% 2.0% 8.0"VDOT#21A l I — 2.0"SM-9.5A COMPACTED SUBGRADE 5.0" BM-25.OA MIN CBR=10 3.0' 600 595 590 585 580 575 570 565 560 11.0' GL 11.0' 12.0' 2'-7" SOUTHBOUND SOUTHBOUND NEW RIGHT LEFT LANE RIGHT LANE TURN LANE NEW CG-7 t- 2 0% 2.0% 2 0% =llHll-i11 8.0" VDOT#21A 1 120' SM-9.5A COMPACTED SUBGRADE 5.0" BM-25.OA MIN CBR=10 CD1 \ \ \ SHIMP ENGINEERING DOC — / \ } \ / 1. LAND PLANNING SITE DESIGN CIVIL ENGINEERING I PROJECT MANP.GEMENT / 5 (�O — — — T250 \ \ — — ` \ To ^ _ �/ Design Focused Engineering — 5B -� C353.5534� I / \ \\ `\ /' L \ ' / 912 East High Sb1si Phow 434-227-5140 �° T55"E Chadonmmlie, VA 2 902 shimP engimmnng.mm j -- R250.00' 14 C) - - - - - - - - - - - - \ \ CC, i / Lic. o. 451 III�'VIONAL 2 o /'moo z m. arn rn v_ --------- --- ----- \I // 1 VSMP &ROAD PLAN GREENE COUNTY, VIRGINIA �' _ -- - ' \ ALBEMARLE COUNTY, VIRGINIA \ I BORDERLINE / �00 m v` v \\v v `v V I� A\ ps 1/0 \ I � D N' � S6 _ `v vv +v ------__ `v v �v vv I SUBMISSION: o v 2 — -- I ' 2021 14 08 5 EW PAVEMENT= \ HEIGHT OF EY3. EX. 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A_ASSEMBLY [° 20+00 20+ SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering 912 East High Simet Phone: 434-227-5140 Charlodmville, VA 22902 shim"rgineenlg.00m G r v M.SHI P Y Lic. a.451 o �v SS/nIV Al V, I VSMP & ROAD PLAN GREENE COUNTY, VIRGINIA ALBEMARLE COUNTY, VIRGINIA BORDERLINE SUBMISSION: 2021.14.08 REVISION: 1. 12/10/2021 2. 2/21 /2022 FILE NO. 17.015 WATERLINE PROFILE SHEET C9 OF 16 30 0 30 60 90 /1 Scale: C(��./7� 1 "=30' PROJECT DESCRIPTION, GENERAL NOTES, EROSION & SEDIMENT CONTROL NOTES, AND SEQUENCE OF CONSTRUCTION PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT IS TO CONSTRUCT A NEW PUBLIC ROAD TO SERVE A COMMERCIAL DEVELOPMENT CONSISTING OF 6 LOTS AT 70% IMPERVIOUS COVER. THIS PROJECT WILL DISTURB 9.95 ACRES, THE PROJECT INVOLVES THE FOLLOWING WORK ACTIVITIES: 1. THE CONTRACTOR SHALL OBTAIN ALL LOCAL AND STATE EROSION AND SEDIMENT PERMITTING REQUIREMENTS AND MAINTAIN ALL EROSION AND SEDIMENT CONTROLS IN ACCORDANCE WITH THE PERMIT REQUIREMENTS. 2. INSTALLATION OF TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL MEASURES AS SHOWN ON THE PLAN AND DETAILS. 3. GRADING AND PLACEMENT OF FILL SHALL BE IN GENERAL ACCORDANCE WITH THE PLAN. 4. ESTABLISHMENT OF PERMANENT STABILIZATION OF ALL DISTURBED AREAS. EXISTING SITE CONDITIONS THE SITE IS CURRENTLY A SINGLE FAMILY RESIDENCE COMPRISED OF TURF AND WOODED LAND. ADJACENT PROPERTIES THE SITE IS BOUNDED ON THE NORTH BY WOODED LAND WITHIN THE SPRING HAVEN LANE SUBDIVISION. TO THE SOUTH BY ALBEMARLE COUNTY RESIDENTIAL PROPERTIES. TO THE EAST BY ROUTE 29 SOUTH. TO THE WEST BY VACANT WOODED LAND. OFF -SITE AREAS NO OFFSITE ACTIVITIES ARE PROPOSED. IF SOIL SHOULD NEED TO BE IMPORTED OR EXPORTED, AN APPROVED E&S PLAN SHALL BE PROVIDED. SOILS THIS SITE CONTAINS THE FOLLOWING SOIL TYPES BASED ON NRCS SOIL MAPS FOR THE PARCEL AREA. 19B - MINNIEVILLE LOAM, 2 TO 7 PERCENT SLOPES 47D - PHILOMONT SANDY LOAM, 15 TO 25 PERCENT SLOPES 65B - FAIRVIEW SANDY LOAM, 2 TO 7 PERCENT SLOPES 94B - TOAST SANDY LOAM, 2 TO 7 PERCENT SLOPES AsC - ASHE SANDY LOAM, 7 TO 15 PERCENT SLOPES AsD - ABLE SANDY LOAM, 15 TO 25 PERCENT SLOPES BuC - BUCKALL LOAM, 7 TO 15 PERCENT SLOPES CgB - CHATUGE SANDY LOAM, 1 TO 4 PERCENT SLOPES EIC - ELIOAK LOAM, 7 TO 15 PERCENT SLOPES CRITICAL EROSION AREAS MODERATE TO HIGH EROSION SLOPES ARE IDENTIFIED ON THE PLANS BY THE HATCH WHERE THE SLOPES EXCEED 7%. NOTE EROSION HAZARD INCREASES WITH LENGTH AS FOLLOWS: 0-7% - 300-FT 7-15% - 150-FT >15% - 75-FT MANAGEMENT STRATEGY AND SEQUENCE OF CONSTRUCTION THE FOLLOWING ARE THE PROPOSED MANAGEMENT STRATEGIES AND DETAILED SEQUENCE OF CONSTRUCTION: PHASE 1 1. INSTALL TEMPORARY CONSTRUCTION ENTRANCE OFF EXISTING DRIVEWAY. 2. INSTALL SILT FENCE AND DIVERSIONS AS SHOWN ON PLAN. 3. CONTACT THE ENGINEER AND GREENE COUNTY FOR INSPECTION AND APPROVAL OF ALL E&S CONTROL MEASURES. 4. UPON APPROVAL OF ALL E&S CONTROL MEASURES, CONSTRUCT SEDIMENT BASIN AND SEDIMENT TRAP AS SHOWN ON SHEET C11, PER DESIGN DETAILS ON SHEET C14. 5. MAINTAIN ALL E&S CONTROL MEASURES AS BASIN AND TRAP ARE CONSTRUCTED. PHASE 2 1. ONCE BASIN AND TRAP ARE IN PLACE PERFORM MASS GRADING PER PLAN ON SHEET C12. 2. UPON COMPLETION OF MASS GRADING, ESTABLISH AND MAINTAIN PERMANENT STABILIZATION FEATURES, WHICH INCLUDES THE ESTABLISHMENT OF A PERMANENT VEGETATIVE COVER OVER THE ENTIRE DISTURBED AREA. PHASE 3 1. INSTALL TEMPORARY CONSTRUCTION ENTRANCE OFF ROUTE 29 AS SHOWN ON SHEET C13. 2. INSTALL E&S CONTROL MEASURES AS SHOWN ON SHEET C13. 3. ONCE ALL MEASURES ARE IN PLACE, CONTACT THE ENGINEER AND GREENE COUNTY FOR INSPECTION AND APPROVAL OF ALL E&S CONTROL MEASURES. 4. REMOVE TEMPORARY SEDIMENT TRAP AND INSTALL POND #2 AS SHOWN ON SHEET C13 TO SERVE AS NEW TEMPORARY SEDIMENT BASIN. INSTALL PER DESIGN DETAILS ON SHEET C14 5. PERFORM SITE GRADING AND CONSTRUCT ROAD AND DITCHES. 6. AS AREAS ARE BROUGHT TO GRADE, APPLY MULCHING, TEMPORARY SEEDING AND PERMANENT SEEDING. 7. ESTABLISH AND MAINTAIN PERMANENT STABILIZATION, INCLUDING VEGETATION OF ALL SLOPES AND GRASSED AREAS. 8. UPON COMPLETION OF SITE STABILIZATION, CONTACT THE ENGINEER AND GREENE COUNTY FOR INSPECTION AND APPROVAL OF E&S CONTROL MEASURES. 9. UPON APPROVAL FROM THE THE ENGINEER AND GREENE COUNTY, CLEAN OUT ANY SEDIMENT BUILDUP FROM THE SEDIMENT BASINS. CONVERT BASINS TO PERMANENT DETENTION FACILITIES AS SHOWN ON SHEET C8. RESPONSIBLE LAND DISTURBER: BRIAN RETTMAN 804-349-8832 RLD 10479 SWM FACILITY COORDINATES: POND #1: 38.193751,-78.398597 POND #2: 38.192055,-78.397073 SWM FACILITY MAINTENANCE RESPONSIBILITY: PROPERTY OWNER SHALL BE RESPONSIBLE FOR FACITLIY MAINTENANCE. SWM FACILITY OPERATIONS AND MAINTENANCE: DETENTION PONDS: (BI-MONTHLY) -INSPECT BANKS OF UPSTREAM CHANNELS FOR EVIDENCE OF EROSION AND REPAIR AS NEEDED. -INSPECT CONDITION OF STANDPIPE AND TRASH RACKS FOR CLOGGING AND DEBRIS ACCUMULATION, CLEAN IF NESSECARY. -INSPECT SIDE SLOPE OF POND FOR EVIDENCE OF SPARSE VEGETATIVE OR EROSION, PLANT GRASSS AS NEEDED. -INSPECT CULVERT AND OUTLET PROTECTION FOR CLOGGING OR EROSION, REPAIR AS NESSECARY. -INSPECT EMBANKMENT FOR SEEPAGE, EROSION OR OTHER CONCERNS. IF ISSUES BEYOND GRASS COVER OF THE EMBANKMENT ARE ENCOUNTERED CONTACT THE ENGINEER. EROSION & SEDIMENT CONTROLS UNLESS OTHERWISE INDICATED, ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS AS SET FORTH IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, LATEST EDITION. THE MINIMUM STANDARDS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY VARIANCE. TEMPORARY CONSTRUCTION ENTRANCE (CE) - 3.02 A STONE PAD WILL BE CONSTRUCTED AT THE ENTRANCE THE SITE TO PROVIDE A MEANS OF REMOVING SEDIMENT FROM THE TIRES OF CONSTRUCTION VEHICLES LEAVING THE WORK SITE. THE CONTRACTOR SHALL REMOVE ANY MUD FROM THE EXISTING ROAD SURFACE BY MEANS OF SWEEPING AND SHOVELING. SILT FENCE (SF) - 3.05 INSTALL AND MAINTAIN SILT FENCE THAT MEETS THE REQUIREMENTS OF STD. AND SPEC. 3.05. THIS SILT FENCE SHALL BE INSTALLED AS SHOWN ON THE EROSION & SEDIMENT CONTROL PLAN AND ACCOMPANYING DETAILS FOR THE PURPOSE OF INTERCEPTING SILT -LADEN RUNOFF BEFORE IT IS DISCHARGED FROM THE SITE. THE SILT FENCE SHALL BE INSPECTED AND MAINTAINED TO ENSURE CONTINUED PERFORMAN CE. INLET PROTECTION (IP) - 3.07 THE INSTALLATION OF VARIOUS KINDS OF SEDIMENT TRAPPING MEASURES AROUND DROP INLETS OR CURB INLET STRUCTURES PRIOR TO PERMANENT STABILIZATION OF THE DISTURBED AREA; LIMITED TO DRAINAGE AREAS NOT EXCEEDING ONE ACRE, AND NOT INTENDED TO CONTROL LARGE, CONCENTRATED STORMWATER FLOWS. CULVERT INLET PROTECTION (CIP) - 3.08 A SEDIMENT FILTER LOCATED AT THE INLET TO STORM SEWER CULVERTS WHICH PREVENTS SEDIMENT FROM ENTERING, ACCUMULATING IN AND BEING TRANSFERRED BY THE CULVERT. IT ALSO PROVIDES EROSION CONTROL AT CULVERTS DURING THE PHASE OF A PROJECT WHERE ELEVATIONS AND DRAINAGE PATTERNS ARE CHANGING, CAUSING ORIGINAL CONTROL MEASURES TO BE INEFFECTIVE. DUST CONTROL (DC) - 3.39 DUST CONTROL MEASURES IN ACCORDANCE WITH STANDARD AND SPECIFICATION 3.39 SHALL BE IMPLEMENTED ONSITE TO PREVENT AIRBORNE MOVEMENT OF DUST. MEASURES INCLUDE IRRIGATION, MULCHING OR OTHER MEASURES AS OUTLINED IN THE SPECIFICATIONS. TEMPORARY SEEDING (TS) - 3.31 TEMPORARY SEEDING SHALL BE APPLIED TO ALL DENUDED AREAS WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY OR MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 14 DAYS. TEMPORARY SEEDING SHALL BE APPLIED IN CONFORMANCE WITH STD. AND SPEC. 3.31. TEMPORARY SEDIMENT TRAP (ST) - 3.13 A SMALL PONDING AREA, FORMED BY CONSTRUCTING AN EARTHEN EMBANKMENT WITH A STONE OUTLET ACROSS A DRAINAGE SWALE, TO DETAIN SEDIMENT -LADEN RUNOFF FROM SMALL DISTURBED AREAS FOR ENOUGH TIME TO ALLOW MOST OF THE SUSPENDED SOLIDS TO SETTLE OUT. MAXIMUM EFFECTIVE LIFE IS 18 MONTHS. STD. AND SPEC. 3.13. TO BE CONVERTED INTO A PERMANENT DETENTION POND AT THE END OF CONSTRUCTION AS DETAILED. TEMPORARY SEDIMENT BASIN (SB) - 3.14 A TEMPORARY BARRIER OR DAM WITH CONTROLLED STORMWATER RELEASE STRUCTURE WHICH IS FORMED BY CONSTRUCTING AN EMBANKMENT OF COMPACTED SOIL ACROSS A DRAINAGEWAY. IT IS USED TO DETAIN SEDIMENT -LADEN RUNOFF FROM DRAINAGE AREAS 3 ACRES OR GREATER FOR ENOUGH TIME TO ALLOW MOST OF THE SUSPENDED SOLIDS TO SETTLE OUT. IT CAN BE CONSTRUCTED ONLY WHERE THERE IS SUFFICIENT SPACE AND APPROPRIATE TOPOGRPAHY. MAXIMUM EFFECTIVE LIFE IS 18 MONTHS UNLESS DESIGNED AS A PERMANENT POND BY A QUALIFIED PROFESSIONAL, PERMANENT STABILIZATION PERMANENT SEEDING (PS) - 3.32 ALL DITCHES AND ADJACENT AREAS WITHIN 15 FT OF THE EDGE OF THE DITCHES SHALL BE SEEDED IN CONFORMANCE WITH STD. AND SPEC. 3.32. PERMANENT SEEDING SHALL BE APPLIED TO AREAS DELINEATED ON THESE PLANS WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. PERMANENT SEEDING STABILIZES DISTURBED AREAS AND ENHANCES THE BEAUTY OF THE SITE. MULCHING (MU) - 3.35 APPLICATION OF PLANT RESIDUES OR OTHER SUITABLE MATERIALS TO THE SOIL SURFACE TO PREVENT EROSION AND FOSTER THE GROWTH OF VEGETATION. ORGANIC MULCHES (STRAW) HAVE BEEN FOUND TO BE THE MOST EFFECTIVE. STORMWATER CONVEYANCE CHANNEL (SCC) - 3.17 A PERMANENT CHANNEL DESIGNED TO CARRY CONCENTRATED FLOWS WITHOUT EROSION. APPLICABLE TO MAN-MADE CHANNELS, INCLUDING ROADSIDE DITCHES, AND NATURAL CHANNELS THAT ARE MODIFIED TO ACCOMMODATE INCREASED FLOWS GENERATED BY LAND DEVELOPMENT; NOT GENERALLY APPLICABLE TO MAJOR, CONTINUOUS -FLOWING NATURAL STREAMS. STORMWATER MANAGEMENT THE CONDITIONS OF SUBSECTION F OF 9VAC25-870-65 WATER QUALITY HAVE BEEN MET FOR THIS SITE. THE VRRM CONSIDERS THE TOTAL LIMITS OF DISTURBANCE (9.95 AC) FOR THE PROJECT WHEN CALCULATING THE REQUIRED LOAD REDUCTIONS FOR THE DEVELOPMENT. USING THE DEQ VRRM RE -DEVELOPMENT COMPLIANCE SPREADSHEET, THE TP LOAD REDUCTION REQUIRED IS 8.47 LB/YR. THIS REQUIREMENT WILL BE SATISFIED THROUGH THE PURCHASE OF 8.47 NUTRIENT CREDITS. THE PROPOSED STORMWATER DESIGN MEETS THE RUNOFF REQUIREMENTS SET FORTH IN 9VAC25-870-66-B(3) WATER QUANTITY FOR TWO DRAINAGE AREAS AS FOLLOWS: THE FIRST POINT OF ANALYSIS (1) WAS CONSIDERED FOR THE SITE AT POA 1, LOCATED AT THE NORTH END OF THE PROPERTY IN AN EXISTING CHANNEL. RUNOFF RELEASED BY THE NEW DETENTION POND #1 WILL TRAVEL VIA A NEW DITCH TO POA 1. PER DEC SPECIFICATIONS, THE RUNOFF FROM THE SITE IS RELEASED AT RATES BELOW THOSE REQUIRED BY THE ENERGY BALANCE EQUATION. THE SECOND POINT OF ANALYSIS (2) WAS CONSIDERED FOR THE SITE AT THE OUTLET OF THE CULVERT BENEATH ROUTE 29. RUNOFF RELEASED BY THE NEW DETENTION POND #2 WILL TRAVEL VIA A NEW STORM SEWER TO THE EXISTING CULVERT BENEATH ROUTE 29. PER DEQ SPECIFICATIONS, THE RUNOFF FROM THE SITE IS RELEASED AT RATES BELOW THOSE REQUIRED BY THE ENERGY BALANCE EQUATION. GENERAL NOTES 1. THE INFORMATION AND DATA SHOWN OR INDICATED WITH RESPECT TO THE EXISTING UNDERGROUND UTILITIES AT OR CONTIGUOUS TO THE SITE ARE BASED ON INFORMATION AND DATA FURNISHED TO THE OWNER AND ENGINEER BY THE OWNERS OF SUCH UNDERGROUND FACILITIES OR OTHERS. THE OWNER OR ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION OR DATA. THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR CONFIRMING THE ACCURACY OF THE DATA, FOR LOCATING ALL UNDERGROUND UTILITIES, FOR COORDINATION OF THE WORK WITH OWNERS OF SUCH UNDERGROUND UTILITIES DURING CONSTRUCTION, FOR THE SAFETY AND PROTECTION THEREOF AND REPAIRING ANY DAMAGE THERETO RESULTING FROM THE WORK. ALL OF THESE CONDITIONS SHALL BE MET AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL CONTACT "MISS UTILITIES" OF VIRGINIA AT 1-800-552-7001 PRIOR TO THE START OF WORK. 2. WHEN WORKING ADJACENT TO EXISTING STRUCTURES, POLES, ETC., THE CONTRACTOR SHALL USE WHATEVER METHODS THAT ARE NECESSARY TO PROTECT STRUCTURES FROM DAMAGE. REPLACEMENT OF DAMAGED STRUCTURES SHALL BE AT THE CONTRACTOR'S EXPENSE. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING SITE STRUCTURES FROM DAMAGE AND COORDINATING WORK SO THAT THE OWNER CAN MAKE NECESSARY ARRANGEMENTS TO MODIFY/PROTECT EXISTING STRUCTURES FROM DAMAGES. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY OWNERS, ADJACENT LAND OWNERS WHOSE PROPERTY MAY BE IMPACTED AND THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO COMPLETING ANY OFF -SITE WORK. 5. CONTRACTOR SHALL NOTIFY AND COORDINATE ALL WORK INVOLVING EXISTING UTILITIES WITH UTILITY OWNERS, AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTION. 6. CONTRACTOR SHALL IMMEDIATELY REPORT ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONTRACT DOCUMENTS TO THE OWNER AND ENGINEER. 8. CONTRACTOR SHALL ADJUST ALL APPURTENANCES AS REQUIRED TO MATCH NEW GRADES. THE EXACT LOCATION OF APPURTENANCES SHALL BE COORDINATED WITH THE OWNER. 9. CONTRACTOR SHALL SUBMIT FOR THE APPROVAL OF THE OWNER SUBMITTALS OF ALL SPECIFIED MATERIALS LISTED IN THE PLANS, TO INCLUDE SHOP DRAWINGS, MANUFACTURER'S SPECIFICATIONS AND LABORATORY REPORTS. THE OWNER'S APPROVAL OF SUBMITTALS WILL BE GENERAL AND WILL NOT RELIEVE THE THE CONTRACTOR FROM THE RESPONSIBILITY OF ADHERENCE TO THE CONTRACT AND FOR ANY ERROR THAT MAY EXIST. GREENE COUNTY GENERAL NOTES 1. OWNER IS RESPONSIBLE FOR SUBMITTING TO THE COUNTY OF GREENE A CONSTRUCTION GENERAL PERMIT REGISTRATION STATEMENT. gENERAL pERMIT COVERAGE FROM DEQ MUST BE OBTAINED BY THE APPLICANT BEFORE THE COUNTY OF GREENE MAY ISSUE A LAND DISTURBANCE PERMIT, WHEN REQUIRED. 2. OWNER IS RESPONSIBLE FOR PREPARING AND UPDATING SWPPP DURING THE PROJECT. 3. OWNER IS RESPONSIBLE FOR PAYING ALL PERMIT FEES NECESSARY FOR CONTINUED COVERAGE, AND PROVIDING PERMIT TERMINATION NOTIFICATION TO DEQ. 4. OWNER IS RESPONSIBLE FOR CERTIFYING THAT THE COMPLETED STORMWATER MANAGEMENT FACILITIES ARE IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. AN AS -BUILT SURVEY/PLAN/CONSTRUCTION RECORD DRAWING SHALL BE PROVIDED TO THE COUNTY OF GREENE UPON COMPLETION OF THE PROJECT, AND BEFORE FULL BOND RELEASE, WITH A WRITTEN LOG OF REGULAR INSPECTIONS SUFFICIENT TO ADEQUATELY DOCUMENT COMPLIANCE. CONSTRUCTION MAINTENANCE THE FOLLOWING CONSTRUCTION MAINTENANCE PRACTICES SHALL BE FOLLOWED AT THE SITE. 1. ALL E&S CONTROL MEASURES WILL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT RAIN EVENT. ALL DEFICIENCIES IDENTIFIED DURING THESE INSPECTIONS SHALL BE CORRECTED AS SOON AS PRACTICABLE. 2. THE SILT FENCE BARRIER SHALL BE REGULARLY CHECKED FOR UNDERMINING, DETERIORATION OR SIGNIFICANT EROSION. SEDIMENT SHALL BE REMOVED AFTER EACH STORM EVENT AND WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES HALF THE HEIGHT OF THE CONTROL. *GREENE COUNTY EROSION CONTROL INSPECTOR MAY REQUIRE ALTERNATIVE INSTALLATION AND PLACEMENT METHODS UPON INSPECTION. 3. THE CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL MAINTENANCE REQUIREMENTS SET FORTH IN THE CURRENT EDITION OF THE VIRGINIA SEDIMENT AND EROSION CONTROL MANUAL, OTHER APPLICABLE COMMONWEALTH OF VIRGINIA REGULATIONS AND THE PROJECT SPECIFICATIONS. 4. ALL SEEDED AREAS WILL BE REGULARLY CHECKED TO ENSURE THAT A GOOD STAND OF GRASS IS MAINTAINED. 5. AREAS WITH RIP -RAP SHOULD BE REGULARLY INSPECTED TO DETERMINE IF HIGH FLOWS HAVE DAMAGED THESE CONTROLS OR CAUSED EXCESSIVE SEDIMENT DEPOSITION. ALL AREAS SHALL BE MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF THIS E&S CONTROL PLAN. ENVIRONMENTAL CONTROLS 1. CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL ENVIRONMENTAL CONTROL MEASURES SO AS TO COMPLY WITH LOCAL ORDINANCES, STATE AND FEDERAL LAWS AND REGULATIONS APPLICABLE TO WATER POLLUTION IN WATERS OF THE STATE AND IN INTERSTATE WATERS. 2. CONTRACTOR SHALL MINIMIZE THE POTENTIAL FOR AIR POLLUTION BY THE USE OF EMISSION CONTROL EQUIPMENT ON CONTRACTOR OPERATED EQUIPMENT, SHUT -DOWN OF MOTORIZED EQUIPMENT WHEN NOT IN USE, AND ACTIVELY CONTROLLING DUST EMISSIONS THROUGHOUT THE PROJECT. 3. ANY WASTE DISCOVERED DURING THE PROJECT SHALL NOT BE MOVED WITH OUT PRIOR AUTHORIZATION OF THE OWNER AND BE DIRECT -LOADED INTO COVERED ROLL -OFF CONTAINERS FOR TEMPORARY STORAGE PRIOR TO DISPOSAL IN A PERMITTED LANDFILL. MINIMUM STANDARDS (MS) All applicable Virginia Erosion and Sediment Control Regulations and Minimum Standards shall be adhered to during all phases of construction. These Include, but are not limited to the following: 1. STABILIZATION OF DENUDED AREAS: Permanent or temporary soil stabilization shall be applied to bare areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant for longer than 14 days. Permanent stabilization shall be applied to areas that are to be left dormant for moer than one year. 2.STABILIZATION OF SOIL STOCKPILES: During construction of the project, soil stockpiles shall be stabilized or protected with sediment trapping measures. The applicant is responsible for temporary protection and permanent stabilization of all soil stockpiles on site as well as soil intentionally transported from the project site. 3. PERMANENT VEGETATIVE COVER A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover is achieve that, in the opinion of the city Inspector, is uniform and mature enough to survive to inhibit erosion. 4.TIMING & STABILIZATION OF SILT TRAPPING MEASURES: Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land disturbing activity and shall be made functional before upslope land disturbance takes place. 5.STABILIZATION OF EARTHEN STRUCTURES: Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. 6.SEDIMENT TRAPS AND BASINS: A sediment basin shall control surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres. The sediment basin shall be designed and constructed to accommodate the anticipated sediment loading for the land disturbing activity. The outfoll device or system device shall take into account the total drainage area flowing through the disturbed area to be served by the basin. 7.CUT AND FILL SLOPES: Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem is corrected. & CONCENTRATED RUN-OFF DOWN CUT OR FILL SLOPES: Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary or permanent channel, flume, or slope drain structure. 9.WATER SEEPS FROM A SLOPE FACE: Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. 10. STORM SEWER INLET PROTECTION: All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. 11. STABILIZATION OF OUTLETS: Before newly constructed stormwater conveyance channels are made operational, adequate outlet protection and any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving channel. 12. WORK IN LIVE WATERCOURSES: When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if armored by nonerodible cover materials. 13.CROSSING A LIVE WATERCOURSE: When a live watercourse must be crossed by construction vehicles more than twice in any six month period, a temporary stream crossing constructed of nonerodible materials shall be provided. 14. APPLICABLE REGULATIONS: All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met. 15. STABILIZATION OF BED AND BANKS The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse is completed. 16. UNDERGROUND UTILITIES: Underground utilities shall be installed in accordance with the following standards in addition to other criteria: o.No more than 500 linear feet of trench may be opened at one time b.Excavated material shall be placed on the uphill side of trenches c.Effluent for dewatering operations shall be filtered or passed through approved sediment trapping device, or both, and discharged in a manner that does not adversely affect flowing streams or offsite property. d.Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote stabilization. e.Restabilization shall be accomplished in accordance with these regulations. f. Applicable safety regulations shall be complied with. 17.CONSTRUCTION ACCESS ROUTES: Where construction vehicle access routes intersect paved public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto paved surfaces. Where sediment is transported on to a public road surface, the road shall be cleaned thoroughly at the end of each day. Sediment shall be removed by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual lots as well as to larger land disturbing activities. 18.TEMPORARY E&S CONTROL MEASURE REMOVAL: All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after temporary measures are no longer needed, unless otherwise authorized by the local program authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sediment. 19. ADEQUACY OF RECEIVING CHANNELS: Properties and waterways downstream from the development site shall be protected from sediment deposition, erosion and damage, due to increases in volume, velocity and peak flow rates of stormwater runoff for the stated frequency storm of 24-hour duration. SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering 912 East High S1met Phone: 434-227-5140 Chadoftmmlle, VA 22902 shimp-eigineemg.mm O���PL I I M. 4; 0 �141 P D VSMP & ROAD PLAN GREENE COUNTY, VIRGINIA ALBEMARLE COUNTY, VIRGINIA BORDERLINE SUBMISSION: 2021.14.08 REVISION: 1. 12/10/2021 2. 2/21 /2022 FILE NO. 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ALBEMARLE COUNTY, VIRGIN IA l i BORDERLINE 1 1 i I, i 1 I I I \ APPF< RO IMALOCATIOa\ GREENE COUNTY LINE 7 M.65—(�>4))-47\ I , I I II V I I —__' � O 1 1 I I 11 I i I I 1, , 1 I it APPRIMATE OCATION ALBEMARLE COUIVSY LINE T.M.21-16H / _\ \ I 1 I I I I I I I V 1 V l V Al DITCH 7 N W I I I 1 HD E 11 I \FREES TO REMAIN ----------- __------- / \ \. II '— --- —� ♦ A v I I i �� ` � V A A I 1 I 19 A \ 0 1 ��� �—L - \ I 1 1 I I i I I I I \ \ \ \ \\ \ \ \ \ \ i � -- \ \ \ �/ i — \ I 1 \ i 18"1 HDP I l l \ \ I \ I \ �\ IYVOQD NEW i§" CMP STA PPIPE O. 62 I I \ 1 TOP 5 1 \ I A —TREES TO REMAI 1 —----�-59 I I I I 1 ' �i l i I \ l l l \ . �v A vv`v `v \ v — �u h vv SB I ` `III �, SUBMISSION: 1 I I \ V I \ \ 1 \ �\ v A V A v / I I A A A 1 — '; v I l l' I \ \ \\ \ o I — ,------- 2021.14. 8 � II 11 11 11 \ `.I 1 \ ' ----- f' \ \ a / / 1 \ \ \ � \ 1 � \ � / � / I \ \ \ RIP -RA o / I 1 l I , 1 1 I 1 REVISION: I V A 1 1 v I v A 1 1 A �� / - --- 1 V ARIP \ `our ssB.oG i 1 �', / i I i V 1 1. 12/10/2021 I \I v A 2. 2/21 /2022 ITCH Ib — —2 LI R / ,/1 ` '��A —vv V �_ I I V v I �v WASH I I -- — 5 I _ACK ----- - - Av ,W RIGHT-OF-WAY (D.B.40_`61 .416 550,551 PLAT) VERT \ v \ A v \ I - -Ili m- - — _ - s� _ / i FILE NO. \ \ moo,--95 n ------------------------ NEW Di P 568.00 TO v v ) OUT 568 ESC PHASE 3 v-- \ /BOO - — i/ ,/ i' // l II 1 \\ SWPPIP BOA \ vvv A � / I 1 I \ RAIN GAUG \ I I 1 I I ; SHEET C13 OF 16 V v vv vv v V vv vv A v � �� --- I A � / / // / / I 1 i v , � \ �S PPP B� 17.015 11 \ \ 40 0 40 80 1 TO 1 Scale: ORIGINAL GROUND ELEV. z 111. TYPICAL TREATMENT - (S OIL STABILIZATION BLANKET) INSTALLATION CRITERIA TAMP FIRMLY ANCHOR SLOT rANCHOR SLOT 10 NOTES APPROXIMATELY 200 STAPLES REQUIRED PER 100 SQ. YDS. OF MATERIAL ROLL. ANCHOR SLOTS, JUNCTION SLOTS & CHECK SLOTS TO BE BURIED 6" TO 12". AX. 4:1 OR FLATTER X. STEEPER THAN 4:1AND END JOINTSSNUGLY ABUTTED MESH WILL HAVE TERMINAL FOLD STAPLED LAP JOINT IN LIEU OF EDGE JOINT) LAP JOINT 2" MIN. 1 1 (JUTE MESH ONLY) 6" TO 12" I AMr CHECK SLOT FIRMLY 0 6" TO-12" .II INCTInN CI nT 5' MAX. 4:1 OR FLATTER 3' MAX. STEEPER THAN 41 I I «CHECK SLOT 1" TO 21 I I I I I 1 I I VAR. VAR. TO 8" I PLAN VIEW STAPLING DIAGRAM STAPLE FORMED FROM N0.11 STEEL WIRE. «CHECK SLOTS AT MIN. 8" STAPLE MIN. LENGTH FOR SANDY SOIL. 50 C-C INTERVALS; NOT 6" STAPLE MIN. LENGTH FOR OTHER SOIL. "COMBINATIO WITH ALL NATION"RI ANKFTS TERMINAL FOLD 6" TO 12" ~ TAMP 4„ SOURCE: VDOT ROAD AND BRIDGE STANDARDS 2" PLATE: 3.36-2 1 EC-2 INSTALLATION DETAIL C14 Not To Scale TYPICAL ORIENTATION OF TREA TMENT - > (SOIL STABILIZATION BLANKET) q NAI I nW WHERE THERE IS A BERM AT THE TOP OF THE SLOPE, BRING THE MATERIAL OVER THE BERM AND ANCHOR IT BEHIND THE BERM. ON SHALLOW SLOPES, STRIPS OF NETTING PROTECTIVE COVERINGS MAY BE APPLIED ACROSS THE SLOPE. BERM W__Mltm� - - ==T ON STEEP SLOPES, APPLY PROTECTIVE COVERING PARALLEL TO THE DIRECTION OF FLOW AND ANCHOR SECURELY. 4 BRING MATERIAL DOWN TO A LEVEL AREA BEFORE - TERMINATING THE INSTALLATION. TURN THE END UNDER 4" AND STAPLE AT 12" INTERVALS. 12 IN DITCHES, APPLY PROTECTIVE COVERING PARALLEL TO THE DIRECTION OF FLOW. USE CHECK SLOTS AS REQUIRED. AVOID JOINING MATERIAL IN THE CENTER OF THE DITCH IF AT ALL POSSIBLE. 2 EC-2 MATTING DETAIL C14 Not To Scale DESIGN HIGH WATER (25-YR. STORM ELEV.) 562.77 MIN. 0.5' 67 C.Y./ AC. .,DRY" STORAGE � .. . . C: WET TOP 561.00 67 C.Y./ AC. „WET" STORAGE TOP: 568.00 MIN MIN. 3.0' MIN. 1.0' 1 2 6" DEWATERING DEVICE B: SEDIMENTS " CLEANOUT POINT 559.00 A: BOTTOM 556.00 DESIGN ELEVATIONS WITHOUT EMERGENCY SPILLWAY (RISER PASSES 25-YR. EVENT) Riser DA Wet Wet Dry Dry Vol. 25 SB# A B C Elev. (Acs.) Vol. Vol. Cy Vol Cy yr WSE (Req.) (Prov.) (Req.) (Prov.) 1 556 559 561 562.5 13.6 909.9 1135 909.9 1155 562.77 2 558 560 562 561.5 4.9 326.3 860 326.3 566 562.40 3 )SEDIMENT BASIN DESIGN TABLE C1 4 j NOT TO SCALE Ditch Section Channel Channel Channel 2-Yr 10-Yr Section Lining Depth Width Side Velocity Depth Slope EC-2 SCC 1 Matting 2.0 8 2:1 2.42 1.35 EC-2 SCC 2 Matting 2.0 8 2:1 3.56 0.97 EC-2 SCC 3 Matting 2.0 8 2:1 3.42 1.02 EC-2 SCC 4 Matting 2.0 8 2:1 1.68 0.47 EC-2 SCC 5 Matting 2.0 8 2:1 2.24 0.71 EC-2 SCC 6 Matting 2.0 8 2:1 3.31 0.59 EC-2 SCC 7 Matting 2.0 8 2:1 2.07 0.32 EC-2 SCC 8 Matting 2.0 8 2:1 2.42 0.83 i- Width 5 DITCH SECTION DETAIL C14 Not To Scale DRY 67 CU. WET STORA T T 67 CU. YD./A DRE I \ \ FILTER CLOTH ORIGINAL (EXCAVATE.) GROUND EL -A Bottom Surface Area ELEV. -SEE PLATE 3.13-1 COARSE AGGREGATECLASS I RIPRAP CROSS SECTION OF OUTLET CUSS I RIPRAP LENGTH (IN FEET) = 6 X DRAINAGE AREA (IN AC.) DIVERSION DIKE CAE EXCAV �EDOARSE ,REGAT AREA FILTER CLOT// 1 "COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 OUTLET (PERSPECTIVE VIEW) H Z Weir DA Wet D1 Wet Bottom Dry D2 Dry Vol. Top SA ST# A B C ( ft) (ft.) Length (Acs) . Vol. (ft.) Vol. Cy SA (sq. Vol. (ft. ) Cy s ft. (q' ) (ft.) (Req.) (Prov.) ft.) (Req.) (Prov.) 1 558.0 560.0 562.0 3.0 3.0 12.7 2.12 142.0 2.0 207.6 2500 142.0 2.0 267.8 4176 SEDIMENT TRAP DESIGN TABLE NUI IU SGALL A A AKLA WIIN NU ULFINLU CHANNEL 0% > IIII-IIII d SECTION A -A FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. OUTLET Q10 (cfs) La (ft) Do (ft) 3Do (ft) W (ft) d50 (in) depth (in) POND #1 12.46 14.0 2.00 6.00 16.0 6.0 9.0 POND #2 1 8.84 10.0 1.50 4.50 11.5 6.0 9.0 OUTLET PROTECTION TABLE (OP Not To Scale SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING 1 PROJECT MANAGEMENT Design Focused Engineering 912 East High Street Phone: 434-227-5140 Charlottesville, VA 22902 shim"rginmrirg.com O���PL r U M. 4; 0 F141 P D VSMP & ROAD PLAN GREENE COUNTY, VIRGINIA ALBEMARLE COUNTY, VIRGINIA BORDERLINE SUBMISSION: 2021.14.08 REVISION: 1. 12/10/2021 2. 2/21 /2022 FILE NO. ESC DETAILS 17.015 SHEET C14 OF 16 C14 PERMANENT SEEDING SPECIFICATIONS February 16 through April 30 Kentucky 31 Fescue - 128 lbs/acre; Red Top Grass - 2 lbs/acre; Annual Rye - 20 lbs/acre. Add 20 lbs/acre Indian grass when slopes are greater than 3:1. May 1 through August 15: Kentucky 31 Fescue - 128 lbs/acre; Red Top Grass - 2 lbs/acre; Foxtoil Millet - 20 lbs/acre. Add 20 lbs/acre Indian grass when slopes are greater than 3:1, August 16 through October 31: Kentucky 31 Fescue - 128 lbs/acre; Red Top Grass - 2 lbs/acre; Annual Rye - 20 lbs/acre. Add 20 lbs/acre Indian grass on slopes greater than 3:1. November 1 through February 15: Kentucky 31 Fescue - 128 lbs/acre; Red Top Grass - 2 lbs/acre; Winter Rye - 20 lbs/acre. Add 20 lbs/acre Indian grass on slopes greater than 3:1. Ll0[N711►[eiy�xi717B7_\[[�L[ Straw or hay at a rate of 2 tons/acre. Must be anchored. Spread with mulch blower or by hand. LIME AND FERTILIZER SPECIFICATIONS: Lime and fertilizer needs should be determined by soil tests. Soil tests may be preformed by the Cooperative Extension Service Soil Testing Laboratory at VPI&SU, or by a reputable commercial laboratory. Information concerning the State Soil Testing Laboratory is available from CITY Extension Agents. Under unusual conditions where it is not possible to obtain a soil test, the following soil amendments will be applied: For Permanent Seeding: Seeded areas shall be limed at a rate of 2 tons per acre, and fertilized at a rate of 1,000 lbs. per acre of 10-20-10 (10 IDS. per 1,000 square feet) or equivalent. For Temporary Seeding: Seeded areas shall be limed at a rate of 2 tons per acre, and fertilized at a rate of 600 lbs. per acre of 10-20-10 (10 IDS. per 1,000 square feet) or equivalent. 1 )PERMANENT SEEDING (PS C15 J Not To Scale TABLE 3.31-C TEE WORARY SEEDING PLANT MATERIALS, SEEDING RATES, AND DATES SEEDING RATE N m w NORTH" SOirrHb PLANT 5n BIIS vts 5/1 9/l SPECIESan CHARACTERISTICS Amv 1000 R b to ro m m b 4Yd0 8/15 ll/1 4/30 9/1 1 OATS 3 Mt. (up to IW lbs., 2 IN. X - - X - Use NrivB varied® (e.e.. Noble). (Avau wtivel not lea tbm 50Ibs.) RYE° 2 bu. (up b ILO IN., 2.5 IN. X - X X - X Use for We f.11 ecedivga, wicks (3z_.ale �.i) vd lees aMe 50Iba.) coves. T"Imka cold avd low meimXe. GERMAN MILLET SO lbs. y,pmx. 1 IF. - X - - X - Wvm-euwv anvuaL Dies az firer GI imliu) ImM. MaY bo addN to eu®+r mixes. ANNDAL RYEGRASB` W IN. VIA IN. X - X % - X May be added in mixes. will te( rum multi-Flomml mvw aul of must swWs. WEEPING IS lbs. 5'h M. - % - - X - Wnmwwv pemvvid May LOVEGRA55 buvch. Tolerates hm, dry slope (Emma, cumJal avd acid, ivfenile veils. May be .dried m mixes. KOREAN 25 16s, appmx. 1'4 X X - X X - Wasm seasvo annual legumo. LFSPEDEZA` Ibs. Talesalm xid oils. May be (teaoadem stim,l.ml added in mixes. a NorthernPiedmont and Mountain region. See Plates 3.22-1 and 3.22-2. b Southern Piedmont and a0aaml Plain. ` May be used as a cover crop with spring seeding. d May be used as a arvtt crop with fall seeding. X May be planted between these dates. - May ngt be planted between these dates. 2 )TEMPORARY SEEDING C15 Not To Scale STORMWATER MANAGEMENT FACILITY MAINTENANCE SCHEDULE CHECK/CLEAR 1-YR ORIFICE - SEASONALLY 2. REMOVE/CLEAR HEAVY DEBREE FROM POND - SEASONALLY 3. INSPECT SIDESLOPES FOR EROSION - YEARLY 4. INSPECT STANDPIPE & CLEAR DEBREE - YEARLY 5. INSPECT CUVLERT & CLEAR DEBREE - YEARLY 6. INSPECT OUTLET PROTECTION - YEARLY 7. INSPECT BOTTOM OF POND & REMOVE EXCESS SEDIMENT - YEARLY (MAINTAIN ELEAVTION AT INVERT OF 1-YR ORIFICE) 8. REMOVE WOODY VEGETATION FROM EMBANKMENT - YEARLY 1992 3.35 Source: Va. DSWC TABLE 3.35-A ORGANIC MULCH MATERIALS AND APPLICATION RATES RATES: MULCHES:Per NOTES: Acre Per 11X10 sq. ft. Straw or Hay 1's - 2 tons 70 - 90 lbs. Free from weeds and coarse (Minimum 2 matter. Must be anchored. tons for Spread with mulch blower winter cover) or by hand. Fiber Mulch Minimum 35 lbs. Do not use as mulch for 1500 lbs. winter cover or during hot, dry periods.' Apply as slurry. Corn Stalks 4 - 6 tons 185 - 275 lbs. Cut or shredded in 4-6" lengths. Air-dried. Do not use in fine turf areas. Apply with mulch blower or by hand. Wood Chips 4 - 6 tons 185 - 275 lbs. Free of coarse matter. Air- dried. Treat with 12 lbs nitrogen per ton. Do not use in fine turf areas. Apply with mulch blower, chip handler, or by hand. Bark Chips 50 - 70 cu. 1-2 cu. yds. Free of coarse matter. Air - or yds. dried. Do not use in See Shredded turf areas. Apply with Bark mulch blower, chip handler, or by hand. " When fiber mulch is the only available mulch during periods when straw should be used, apply at a minimum rate of 2000 lbs./ac. or 45 lbs./1000 sq. ft. 3 C15 Not To Scale MULCHING MU RECOMMENDED DEWATERING SYSTEM FOR SEDIMENT BASINS PROVIDE ADEQUATE STRAPPING L POLYETHYLENE CAP DEPTH TACK WELD VARIES AS PERFORATED POLYETHYLENE* RE .1 DRY UIREDD " DRAINAGE TUBING, DIAMETER STORAGE VARIES (SEE CALCULATIONS IN APPENDIX 3.14-A) WET " FERNCO-STYLE 'COUPLING STORAGE DEWATERING ORIFICE, SCHEDULE 40 STEEL STUB 1-FOOT MI IMUM, DIAMETER VARIES (SEE CALCULATIONS IN CORRUGATED METAL RISER APPENDIX 3.14-A) NOTE: WITH CONCRETE RISER, USE PVC SCHEDULE 40 STUB FOR DEWATERING ORIFICE DRAINAGE TUBING SHALL COMPLY WITH ASTM F667 AND AASHTO M294 'DEWATERING TUBE DETAIL C15 J Not To Scale TABLE 3.39-A ADHESIVES USED FOR DUST CONTROL Water Application Dilution Type of Rate Adhesive (Adhesive: Water) Nozzle Gallons/Acre Anionic Asphalt Emulsion 7:1 Coarse Spray 1,200 Latex Emulsion 12.5:1 Fine Spray 235 Resin in Water 4:1 Fine Spray 300 Acrylic Emulsion (Non -Traffic) 7:1 Coarse Spray 450 Acrylic Emulsion (Traffic) 3.5:1 Coarse Spray 350 5 DUST CONTROL DC C15 Not To Scale TYPICAL ORIENTATION OF TREA TMENT - I (SOIL STABILIZATION BLANKET cuAl I nW ON SHALLOW SLOPES, STRIPS OF NETTING PROTECTIVE COVERINGS MAY BE APPLIED ACROSS THE SLOPE. BERM WHERE THERE IS A BERM AT THE TOP OF THE SLOPE 4%1 F`F` BRING THE MATERIAL OVER THE BERM AND ANCHOR ITBEHIND THE BERM.II�II�II�II�I- ON STEEP SLOPES, APPLY PROTECTIVE COVERING PARALLEL TO THE DIRECTION OF FLOW AND ANCHOR SECURELY. BRING MATERIAL DOWN TO A LEVEL AREA BEFORE 4" - TERMINATING THE INSTALLATION. TURN THE END ' UNDER 4" AND STAPLE AT 12" INTERVALS. 12" IN DITCHES, APPLY PROTECTIVE COVERING PARALLEL TO THE DIRECTION OF FLOW. USE CHECK SLOTS AS REQUIRED. AVOID JOINING MATERIAL IN THE CENTER OF THE DITCH IF AT ALL POSSIBLE. 6 )EC-2 MATTING DETAIL C15 Not To Scale 70' MIN. FILTER CLOTH 6" MIN. I A SIDE ELEVATION NO GROUND VDUT #1 COURSE AGGREGATE * MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION 70' MIN. POSITIVE DRAINAGE TO SEDIMENT TRAPPING DEVICE PLAN VIEW y` IN y`uII, SECTION A -A EXISTING PAVEMENT 5:1 Y MOUNTABLE BERM (OPTIONAL) 10, MIN. EXISTING PAVEMENT 10' MIN, 7 )STONE CONSTRUCTION ENTRANCE (C C15 Not To Scale I� 4.5' min. 8 DIVERSION DIKE DD C15 NOT TO SC&E URAVEL AND WIRE MESH DROP INLET SEDIMENT I IN,1'I, I2 I.9" "fill � EL -MIN. DEPTH) s .,ITN E IE.T III SEDU.IE T -:SIRE MESH FILM E WATER SPECDIC AF2UCA'1'ION THIS METHOD OF MET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WHERE FONDING AROUND THE -STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES, AND UNPROTECTED AREAS - RAVEL SHALL BE �Ti-'1 =3, #357 OP =-, COARSE -_,GREGATE. s INLET PROTECTION IP C15 Not To Scale CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) Im 3.08 SILT FENCE CULVERT INLET PROTECTION Douai -______ ror ar rlu �__ T � euLwer 1 ____t__..____ __((7 -_---T... L •- IOC Of ILL sar ao z `1µC£ 19 6' WHIM IF RVN 5 6 1110RD FHBNMMCXT L XX OPTIONAL STONE COMBINATION IN 1.Y f1A" - '•Awq I eP 7 of [+ CQKSE GC4Wam/C aXWR0"s� mWLQC(aI01 Sour: Adapted from VDOT Standard Sheers and Va. DSWC Platc IDS-1 10 CULVERT INLET PROTECTION (CIP C15 Not To Scale 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF 1�tIII'I�nNI STAKES. FLOW � 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FLOW SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) 11 SILT FENCE (SF) C15 Not To Scale SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering 912 East High Stmet Phone: 434-227-5140 ChadoRewille, VA 22902 shimpelgineermg.00m r v M.SHI P Y Lic. a.451 O �V SS'/nAfe1 ECG 4. VSMP & ROAD PLAN GREENE COUNTY, VIRGINIA ALBEMARLE COUNTY, VIRGINIA BORDERLINE SUBMISSION: 2021.14.08 REVISION: 1. 12/10/2021 2. 2/21 /2022 FILE NO. ESC DETAILS SHEET C15 OF 16 17.015 I C15 MOT PLAN FOR BORDERLINE Project Narrative Phase 1 shall include all work that can be completed on the Borderline site without encroaching on the shoulder. Phase 2 shall include all work on the Borderline site that requires shutting down the shoulder. Phase 3 shall include all work on the Borderline site that requires shutting down a lane of traffic. MOT PLAN FOR BORDERLINE Implementation Procedures Site Notes: 1. Signs W20-1, W9-3R, W9-2L, W4-2R, and G20-2(V) shall be mounted on posts. 2. All striping shall be painted within 24 hours of laying new pavement. 3. During Phase 2, the contractor shall maintain 11' travel lanes in both directions. 4. If edge lines are removed, a temporary edge line shall be installed. TMP General Notes 1. It is not the intent of this plan to enumerate every detail which must be considered in the construction of each stage but only to show the general features necessary to provide for proper handling of traffic. The construction techniques ultimately used by the Contractor are to be reviewed by the Engineer. The Contractor shall submit traffic control plans not expressly outlined in the Virginia Work Area Protection Manual for approval at least 30 days P performing for to erformin the work. No deviations from the plans will be allowed without prior approval from the Engineer. 2. The phases in this sequence of construction shall be followed unless the contractor submits an alternate sequence and secures the approval of the engineer for a sequence which will both expedite construction and lessen the effect of such construction upon the traveling public. Portions of roadways in the different phases may be constructed provided they do not interfere with existing traffic flow and/or do not cause any delay in project completion. 3. Under no circumstances will concurrent construction left and right of any lane be allowed unless otherwise directed by the Engineer or shown on these plans. 4. All work is to be performed in accordance with the 2009 MUTCD, the Virginia supplement to the MUTCD, the 2011 Virginia Work Area Protection Manual (latest revision), 2007 Road and Bridge Specifications, 2008 Virginia Road and Bridge Standards, and as directed by the Engineer. 5. At the end of each day no more than 2 inches grade difference between travel lanes will be allowed during construction of the proposed roadway. 6. The clear zone is to be free of stored materials and parked equipment. See the Maintenance of Traffic Typical Sections for the required clear zone. Also horizontal and vertical sight distances shall not be impacted by parked construction equipment. 7. All areas excavated below pavement surfaces at the conclusion of each workday shall be backfilled with aggregate base material to form an approximate 6:1 wedge against the existing pavement surface for the safety and protection of vehicular traffic as outlined within Appendix A of the Va. WAPM 2011 (latest revision). All costs for furnishing, placing, maintaining, and removing the 6:1 wedge shall be included in the price bid for other items in the contract and no additional compensation will be allowed. B. Existing pedestrian access shall be maintained during construction. If existing condition cannot be maintained a pedestrian diversion or detour shall be installed meeting ADA requirements. 9. The contractor shall provide temporary drainage as required to prevent panting of the water on the roadway and adjacent properties. Any temporary drainage on the project is the contractor's responsibility. The cost to install temporary drainage structures is to be included in the price bid for other items in the contract and no other compensation will be allowed. 10. The contractor shall maintain a minimum of 2 lanes 11 ft. wide with the exception of pavement overlay operations. All lane closures to be proceeded by variable message sign notification of closure. When one lane of traffic is maintained, said lane is to be 14 ft. wide, including gutterpan. 11. All travel lanes shall be asphalt throughout construction unless otherwise approved by the Engineer. 12. Only uniformed law enforcement officers are allowed to directed traffic through an operating signal (see section 46.2-834 of Highway Laws of Virginia). Floggers do not have the authority and shall not direct traffic through a signalized intersection. 13. When proceeding from one phase of construction to another phase, any existing or construction pavement markings that conflict with the new traffic pattern shall be eradicated and re -striped accordingly. 14. The contractor shall be responsible for maintaining any existing signs, unless otherwise advised by VDOT Engineer to remove or relocate. 15. Existing signs no longer applicable or in conflict with intended traffic control shall be removed or covered with opaque material. All other signs are to be maintained. 16. The contractor shall submit a Traffic Control Plan to the engineer for approval prior to the beginning of each phase. The Traffic Control Plan shall show all necessary traffic control devices, including signs, pavement markings and channeling devices. Public Communications Plans and Transportation Operations Plan Notes Each lane closure will be governed by the times established by the Regional Traffic Engineer and the Traffic Operations Center as shown within the contract. The contractor and VDOT are to coordinate in notifying the public of proposed Lane Closures. The process developed by the Traffic operations Center for this purpose is as follows: a. Contractor submits to the Project Manager or Designee planned lane closures for the following week by 3 P.M. on Tuesday. b. Project Manager or Designee submits planned lane closures for the upcoming week using the Lane Closure Form. This form is to be submitted to the Traffic Operations Center and the Culpeper District Public Affairs office by Noon on Wednesday for the following week. c. Traffic Operations Center is to review the planned lane closure schedule and return it to the Project Manager or Designee by 9 A.M. Friday. d. Contractor to update the Project Manager or Designee of planned lane closures a minimum of 24 hours in advance of proposed lane closure as previously scheduled. e. Project Manager or Designee to advise Regional Operations Maintenance Manager of proposed lane closure. Project Manager or Designee to have VA -Traffic operator enter data in VA -Traffic and to update the Traffic Operations Center daily during lane closures activities. f. The Culpeper District Public Affairs Office will use various media publications to announce planned lane closures. g. The contractor shall contact Traffic Operations center, (540) 332-9500, when lane closures will be placed and once they are removed. The process to notify the Regional Traffic Operations Center to place lane closure information on the 511 system and VOIS will be: a. Contractor to advise VDOT project inspector and/or Construction Manager of planned lane closures a minimum of 24 hours in advance of proposed lane closure. b. Construction Manager to advise Residency Maintenance Manager of proposed lane closure. Maint. Mgr. to have VOIS operator enter data into VOIS and also advise Smart Traffic Cneter. The following is a list of local emergency contact agencies that shall be posted in clear sight in case of emergencies: Virginia State Police (varies by project location), 911 Center - 911, Haz-mat Center (if spill involved) - 911 Procedures to respond to traffic incident that may occur in the work zone: a. Contractor to notify Virginia State Police, VDOT Inspector in Charge and Regional Traffic Operations Center. b. Depending upon severity of incident, contractor may have to cease work. c. Upon arrival on scene, Virginia State Police to determine response necessary to allow traveling public around incident. d. Inspector to notify Construction Manager/Area Construction Engineer of incident and take pictures as necessary, especially pictures of contractor's Work Zone to verify the proper set up. Process of notification of incident to be followed is: Contractor to call: The Virginia State Police report of the incident will be reviewed by the Area Construction Engineer to determine if any modification of the Temporary Traffic Control Plan is necessary. If it is determined that it is necessary to alter the plan, then a meeting will be called with the contractor, VDOT project personnel, VDOT traffic safety representatives and the Virginia State Police (if necessary) to discuss modifications and implementation of any improved traffic control plan. 17. All permanent pavement is to be constructed through the base course only in the initial stages. The final surface course is to be applied prior to switching traffic onto the new location or as approved by the Engineer. 18. The contractor shall review with the project engineer the final plan to maintain traffic for all phases of work. Any significant changes in Phase of Construction will require approval of the Virginia Department of Transportation (VDOT) Traffic Engineer. Minor adjustments of the maintenance of traffic plan shall be approved by the Project Engineer. 19. All signs mounted to Type III Barricades shall be crashworthy and shall be in accordance with the 2011 Virginia Work Area Protection Manual (latest revision). 20. All protective devices shall be in place to protect all signal foundations and poles prior to exposing to traffic. 21. The existing posted speed limits shall be maintained during construction unless otherwise approved by the engineer. 22. The Contractor must have at least one person certified in Work Zone Training at the Intermediate Level to design and at least one person certified at the Basic Level to install and maintain the work zone. 23. Flagging operation shall not hold traffic longer than 5 minutes without approval of the Engineer. 24. The Contractor shall provide notice to the Police, Fire, and Rescue, and the School Superintendent 48 hours in advance concerning all detours and road closures of any nature. 25. The contractor is responsible for coordinating the construction, signing and traffic management plan with other adjacent project under construction. 26. No traffic pattern switches will be allowed on Friday, Saturday, or Sunday and/or the day before a holiday or as directed by the project engineer. 27. A suitable foundation shall be provided for channelizing devices and all associated cost shall be included in the price of Group II channelizing devices. 28. The contractor shall maintain a minimum of one 11 ft. wide lane in each direction at all times, except during temporary lane closure or as directed by the Engineer. 29. All pavement markings and traffic flow arrows are schematic only. The actual location and application of pavement markings shall be mode in accordance with section 512 & 704 of the applicable VDOT Road and Bridge Specifications, the MUTCD, the Virginia supplement to the MUTCD, the Road and Bridge Standards or as directed by the Engineer. Typical Traffic Control Work Beyond the Shoulder Operation (Figure TTC-1-1) NOTES Guidance: 1. The minimum distance behreen the sign and work vehicle should be 1300'-1500' on Limited Access highways, and an all other roadways 5OW-800' where the posted speed limit is greater than 45 mph, and 350'.500'tehere the parted speed limited is 45 mph or less. 011ion7 2. The ROAD WORK AHEAD (W20-I) sign mac he replaced with other appropriate signs such as the SHOULDER WORK (W21.5) sign. The SHOULDER WORK si rg 1 maN be used for Au rk adjacent to the shoulder. 3. The ROAD WORK AHEAD sign maw be omitted where the wark sake is behind a barrier. more than 4 feet behind vertical curb (Standard Il and CCt-6) on urban roadways. or outside of the clear zone for all other roadways. For clear zone values see Page A-4 of Appendix A. 4. For short-term, short duration or mobile operationss . all sigma and channelizing devices maybe eliminated if a vehicle with activated high-intcnsih' amber rotating. tlsshing or' oscillating lights is used - Standard: 5. Nehlcle hazard warm. signals shall not he used instead of the vchlde s high-intensityamber g g rotating, flashing, or oscillating lights. L'ehicie hazard Harping signals can be used to supplement high -intensity amber rotating, flashing, or oscillating lights. 6. it the work space is in the median of a divided highway, au advance warning sign shall also be placed on the left side of the directional readvvmy. Typical Traffic Contra] Shoulder Unsure Nrth Barrier Operation (Figure TTC4.1) NOTES Gwdanre: L Sign Spacing sMuld br I300=1500' far Limited Access highways Far all other roadways, the sign spacing shodd use 500 SIX)' where 1M posted speed Rmrl rs grrater than 45 mph, and 350'400' where the posted speed limit is 45 mph or less. standard: 2. Ou ditiided high.,, haling a medou wider them 8% eight wad IeR sign .ssemb6es shag be required. 3. Croup ch.... Dring desire sparing shall be at the follawimg: Location P..mE Spaatl Limit (mph) a -as w+ Trans Spool 20' 40' Travel Spa.29 40' an 4. The minimum length for a shoulder taper shall be 3611" on Limited Access highways, and'h L for all other readeays (see Note 7 all for values of Ll. 5. Barrier transition slope ratio than be as follows: Speed Limn (atal) Sbpa Rabe Speed Lima (mall Slope Rode Sped Limit (mall Slope Ratio 70 n..t I 55 171 40 131 65 2(1:1 50 151 35 111 5n 191 1 45 141 530 10:1 Hhem the barrier transition sbpe is an a horizontal sligumeut, the total offset shall be prorated around the runs in lieu of a straight-line slope. 6. End treatment ofa harrier in order orpreferenee: a where guardrail exists ul to harrier with appropriate fixed object anacbment. b. where cut slope exists, bars barrier into cut slope and prm'ide for drainage is needed. c. Extend end of barrier until it is beyond the established clear mine (see Figure 2 on Page A. 4 in Appeedsx .l for dear zone values). d. when barrier e.d is inside the established clear mue, ait.... ter acme. Type 1 or Type If shall he used. Contact L&D StandardstSpecial Design Seetion for approved ......tors. 7. Barrier panels 8 inches in width and 12 inches in height shall be placed on lop of the concrete barrier and spaced 90' on centers along the parallel or reagent sections and 40' an centers along the transition or taper sections. Reflednrized surface she]( be fluorescent orange prismatic leas sheeting. The light at the beginning of the harrier ran and of the breakpoint where the barrier becomes parallel to the roadway shall be a Type B Bashing light Barrier delineators shall be installed along the traffic side ei the concrete barriers in-between and at the same spacing as the barrier panels approximately 24 inches up from the roadway surface. O ion: 8. The barrier shown in this hTacal application is an example cf one method that may be used to close a shoulder ofa brag-I.rm pmiecL 9. The RIGHT SHOULDER CLOSED (W21-5alll sign may be eliminated from all madwms cxcem Limited Access hmhways Guidance: 10. (-divers co marsee a patlroffarna beyond the closed shoulder, infarmaeton regarding the length oT the A.1drr closure.1n11 be prrrclded m f N or mites as nppmpruwe IL An emergenn' palf-offarea slroald be provided per Sc u. 6G. 18 mud Temporary Traffic Co."[ Figure TTC-8 l: llea%ios 1-an12015 Typical Traffic Control Outside Lane Closure Operation on a Four -Lane Roodtivy (Figm•e ITC-16.1) 'NOTEs standard: 1. On divided highways burning a median wider than 8', right and left sign assemblies shall be required. Go.Aiwfno 2. Sign spacing should be 1300'-1500' r Limited Access highways. For all other romie' v's, the sfgn spa�.•mg should be s00'-&f10' wJmre posted spwd lnait is greWv tk= 4a mp✓; moa3S0 a00' where tho posted speed limit u 45 mph or less. 3. Cars should be exercised when establishing the limits of the wort tome to insure maxi matt possible sight &5mosca in advance of the transition, based on the posted speed limit and at lest equal to or grazer thme the values be Table 6H--3. For Limteddceess hiohwcys a minorities of 1000' fs tasted 4. All vehiclas apictnem, workers, toad their activities should ba restricted to ono side rrf the pavement Standard: 5. Taper Length (L) and Channelizing Deice Spacing shall be: Taper Length (L) Speed Limit Itrph) Lane Moth (Feet) 9 10 11 12 25 95 1D5 115 125 30 135 150 165 130 35 185 1 205 225 245 40 270 295 320 45 �E450 495 540 50 �5�0:0 550 600 55 605 660 60 540 585 6DO 65U 660 715 720 730 65 70 630 700 -70 840 Minimum taper lengths for Limited Access highways shall be 1000 feet Shoulder Taper= % L Minimum Channelizing Device Spacing Location Speed Speed Limit (mph) .T61 Transdion Spacing 2V 40' Travelway Spacing 40' 8r Conslnection Access' SD' 120' " Spacing may be increased to this distance. bul shall not exceed one access per%mile. On roadways with paved shoulders having a width of 8 feet or more. channelizing devices shall be used to close the shoulder in advance of the merging taper to direct vehicular traffic to remain within the traveled way. C An arrow board shall be used when a lane is closed. IN -hen more than one lane is closed, a separate arrow board shall be used for each clawed lane (see Figure ITC-18). 7. the buffer space length shall be shown in Table 6113 on Page 45H 5 for the posted speed limit. 8. A shadow vehicle with either a Type B or C arrow board operating in the caution mode, or at least one high intensity amber rotating, flashing, or' oscillating light shall be parked 80'-120' in advance of the first work crew. When the posted speed limit is 4S mph ors eater, a truck - mounted attennator shall be used. 9. Vel isle hazard warning signals shall not be used instead of the vehieWs high -intensity amber rotating, flashing, or oscillating lights but can be used to supplement the amber rotating, flashing, or' oscillating light. 10. Albers a side road intersects the highway- within the ITC zone. additional TTC devices shall be placed as needed. 1: Recision 1-4'12016 Work Beyond the Shoulder Operation (Figure TTC-1.1) W EDGE OF PAVEMENT SEE NOTE 3 WORK VEHICLE Shoulder Closure with Barrier Operation (MUM TUC -&I) Silly O O + O m � aexi IIn SNOLIOER @ - CLOSED i «eat momrs safe t1 e ROAD WORK -+ D 500'a W2YT1 SEE hq ES 2 AND 3 G20-2 (V) TRAFFIC BARRIER BARRIER DELINEATOR -� SEE NOTE 7 TYPE B WARNING LIGHT BARRIER PANEL SEE E 7 BARRIERRRER DELINEATOR SEE NOTE 7 SEE NOTE 5 + FOR GROUP 2r O� / - TYPLIO LIGHT GHT " GUARDRAIL O �r SFF NOTE S O - SEE NOTE 1 ♦ W215aR h Wle-M OPTIONAL (SEE NOTE 10) - SEE NOTE 1 L� W21-$pR -- SEE NOTE 1 - i W20.1 Outside Lane C7osnre Operation on a Four -Lane Roadway (Fignm TTC-16.1) SHADOW VEHICLE REQUIRED - - (TMA REQUIREMENT SEE NOTE 8) SEE 7 NOTE 7 SEE NOTE 5 SEE NOTES �283 SEE NOTE KEEP R4-V7L LEFT SEE NOTE 2 SEE _ NOTE2 0 GM-2 (V) -GO' - 120' ILLUMINATED FLASHING (AMBER CAUTION MODE) TYPE B OR C e O ILLUMINATED FLASHING © AMBER ARROW © -- TYPE C a SEE NOTES 3&6 O O ®-. SHOULDER TAPER SEE NOTE 5 « Wa-2R .16- '.N9-2L nr .4- ty yip 'A'9-3R t t IDAD .51 WORK 111;20-1 EAD SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering 912 East High Street Phone: 434-227-5140 Charlottesville, VA 22902 shimpeigineerng.com O���PL1� O� L I r ��. U M. SH1 P D VSMP & ROAD PLAN GREENE COUNTY, VIRGINIA ALBEMARLE COUNTY, VIRGINIA BORDERLINE SUBMISSION: 2021.14.08 REVISION: 1. 12/10/2021 2. 2/21 /2022 FILE NO. M.O.T. PLAN SHEET C16 OF 16 17.015 C16