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HomeMy WebLinkAboutWPO202200008 Plan - Submittal (First) 2022-03-08VSMP PLAN FOR LEGEND EXISTING NEW DESCRIPTION BOUNDARIES BENCHMARK SITE PROPERTY LINE ADJACENT PROPERTY LINE BUILDING SETBACK PARKING SETBACK SITE TEXT 10 10 PARKING COUNT TOPOGRAPHY INDEX CONTOUR - - - - - - - - INTERVAL CONTOUR 311.5 x >2g SPOT ELEVATION 311.5 TC x >2� TOP OF CURB ELEVATION 311.5 TW x >2� TOP OF WALL ELEVATION 311.5 BW x >2� 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 l7� MATERIAL CONCRETE r RIPRAP ASPHALT EC-2 MATTING EC-3 MATTING WETLAND TREELINE X X FENCE UTILITY UTILITY POLE m m GUY WIRE OHu OHu OVERHEAD UTILITY ucu ucu UNDERGROUND UTILITY STORM STORM MANHOLE q q DROP INLET STORM SEWER ® ROOF DRAIN SANITARY SANITARY MANHOLE SANITARY SEWER MAIN S S SANITARY SEWER LATERAL WATER W W WATER LINE o WATER METER 0 WATER METER VAULT ■� Mt FIRE HYDRANT A A FIRE DEPARTMENT CONNECTION GAS GAS GAS - GAS LINE EASEMENTS CONSTRUCTION - - GRADING ACCESS - - - - SIGHT DISTANCE UTILITY STORMWATER FACILITY MAINTENANCE STORMWATER ACCESS DRAINAGE SANITARY WATERLINE GASLINE NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. OWNER T5 Pantops, LLC 3201 Trevor St, Suite 200 Nashville, TN 37209 DEVELOPER TC Ewing EB Partners LLC 215 Queens Road - Suite 200 Charlotte, NC 28204 (704) 562 - 8003 tc@ebpartnersllc.com PLAN PREPARATION Shimp Engineering, P.C. 912 East High Street Charlottesville, VA 22902 (434) 227-5140 ZONING HC - Highway Commercial MAGISTERIAL DISTRICT Rivanna SOURCE OF TITLE DB 4358 PG 684 SETBACKS FRONT (MINIMUM): 10' from the ROW or the exterior edge of the sidewalk if the sidewalk is out of the ROW; for off-street parking or loading spaces, 10' from any public ROW FRONT (MAXIMUM): No maximum setback abutting a principal arterial highway SIDE/REAR (MINIMUM ADJ. TO COMMERCIAL/INDUSTRIAL): Any primary structure shall be constructed and separated in accordance with the current edition of the Building Code SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary provided by: Field survey provided by Foresight Survey . on September 10, 2021. Topography provided by: Foresight Survey. on September 10, 2021. BENCHMARK Datum for topography is NAVD 88 FLOODZONE According to FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO287D), this property is not located within a Zone AE 100-year floodplain. RESERVOIR WATERSHED This site is within the Upper Rivanna River Watershed. This site is not within a watershed of a public water supply. WATER & SANITARY SERVICES Site is served by ACSA public water and sewer. GENERAL CONSTRUCTION NOTES 1. Prior to an construction within an existing right-of-way, including connection to an existing road a permit shall be obtained Y Y 9 9 Y, 9 Y 9 r from the Virginia Department of Transit (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 the 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 acheived. 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. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). 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) EXISTING USE Vacant Land PROPOSED USE Automobile Service Stations Coordinates: 38,033953,-78.453271 LAND USE SCHEDULE EXISTING Area °% Building 0 SF 0.0% Pavement 10,031 SF 32.4% Sidewalk 1,597 SF 5.2% Open Space 19,299 SF 62.4% Total= 30,927 SF (0.71 ac.) PROPOSED Area % Building 1,465 SF 4.7% Pavement 21,308 SF 68.9% Sidewalk 1,733 SF 5.6% Open space 6,421 SF 20.8 % Total= 30,927 SF (0.71 ac.) BUILDING HEIGHT MAXIMUM: 65' PROPOSED: 28' PARKING SCHEDULE Automobile service stations: 1 space per each employee plus two spaces per each service stall 3 service stalls, 6 spaces required 5 employees per shift, 5 spaces required 11 spaces required, 11 spaces provided TAKE 5 PANTOPS SIGNS All signs and pavement shall conform with the latest edition of the MUTCD Guidelines. A sign permit must be issued in accordance with the Albemarle County Sign Regulations prior to placement of any signs on -site. Contractor shall provide handicap signs as shown on 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 b the owners of such underground facilities or others. 9 Y 9 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 PP P P P 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. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. 11. Retaining walls require separate building permits. 12. All water service lines, sanitary laterals, and sprinkler lines must be visually inspected by the Albemarle County Building Department from the main to the structure. 13. Accessible parking spaces, access aisles, and accessible route shall be installed in accordance with ICC ANSI At 17.1-09. 14. Where the flood level rims of plumbing fixtures are below the elevation of the manhole cover of the next upstream manhole in the public sewer, the fixtures shall be protected by a backwater valve installed in the building drain, branch of the building drain or horizontal branch serving such fixtures. Plumbing fixtures having flood level rims above the elevation of the manhole cover of the next upstream manhole in the public sewer shall not discharge through a backwater valve." 15. All roof drains shall discharge in a manner not to cause a public nuisance and not over sidewalks. 16. Buildings or structures built before January 1, 1985 must have an asbestos survey performed in order to apply for a demolition permit. Asbestos removal permits are required if positive for such from Albemarle County and VDOLI. Contact VDOLI for their additional requirements and permits for demolition projects and 540-562-3580x131. ITE TRIP GENERATION AM PM Daily Use Description ITE OtY In Out Total In Out Total Total Quick Lubrication 941 3 Servicing Positions 6 3 9 8 7 15 120 Vehicle Shop J TAX MAP 78, PARCEL 513 ALBEMARLE COUNTY, VIRGINIA VICINITY MAPSCALE:1"=500' CmssHl Charlottesville Tractor Supply Cc 0exr,.n O CVSQr,m�neruvwv M rise Cosw Body S Saloon Q Qua rles Fleet "n" ' RrvanConservetlon e Alliance ce O OIron WAI Gym / Adaamic Emergency Solutions. OAuloZone AN MW.l.re VlrgiWa ABC ` ""Agga RiverbhM Ma ..1 Coffee 91 �.r %4 Wilton Farm Apartments 1P aif 4 V on To Get A Better Haoine rm Endodondcs9 \ The ROUTE 20 o Pan 4y�e oree Panlops Veterinary mHowilal f ;- .m rl�mlar 011. MCDnnM°s SITE v urmgleor IpypN • Mlrwrl • A`e Ezxon Flow Collision Center O Wan licharlanes ill, m� O o O'RMIly Auto Pa ROUTE 250 Guadalajara Wendy s� Aumrr.n°n s If Ban4M1'^"r M _ © QTmp¢al. Ts ,.oe How Vou agen - -- Mond Rd - Fin Shop _. »_ - ' Vnglnls Nallonal Bank - of Charlottesville- xu m eMpO y © Q Vnll,weym MnM-�� 1 MedExpress Urgent Care BMW 01 Charlottesville Taco Bell nmw �wnr Umansky Toyota m. aeNw O la....,ol tvo-w„ QKNarIs4 SDa1 3 Q ® Meme fesBenz Annemarie County of Charlottesville Panlops Shopping Center Slmpiwnp mae ® O A Car O Service Authority 9 8 Virginia Land oeA 0 Millennium Security ue,c,4eseeut Bremo Auctions Q B1' ® O Fo9Llon Tuesday Morning Sounhern Trust Advance Auto Pens V Morigage­ CharlollesvMe ,rauamra.o„e ® O Sunnite, Care Se Homemms rim. Albemarle Coach DMlar Tree pdi.nlw. a Poverbend 0 „,aMawccal..,•�,`_...ob,My rfio'�gN2 Group sae V O SHEETINDEX C1 COVER C2 EXISTING CONDITIONS C3 SITE LAYOUT C4 GRADING PLAN & UTILITY PLAN C5 EROSION CONTROL NARRATIVE PLAN C6 EROSION CONTROL PLAN C7 EROSION CONTROL DETAIL C8 SWM MAPS / CALCULATION IMAGE PROVIDED BY GOOGLE MAPS SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM v JU SFllN1IP' is No. 15183 �`rS10NAL ti� VSMP PLAN FOR TAKE 5 PANTOPS ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.03.04 REVISION: FILE NO. COVER 21.043 C1 LEGEND IDPE\ STORM 23C TMP 78-5E PANTOPS WAY SELF STORA DB 5285 PG 587 ZONE: HIGHWAY COMME USE: INDUSTRIAL 1.11 AC SOIL (TYP) w N r71 �'Do cn 0' SHARED PRIVATE � DRAINAGE EASEMENT I^ EX. SIGN DB 5246 PG 148 I TC RE DB 5267 PG 773 I I I TMP 78-5A VARIABLE WIDTH CENTEL ° RFRKFE PARTNERS PANTOPS LLC C/O WAWA EASEMENT /,,, Aa �a _ a o —393 — — — DDMTNION ENERGY\ — a VEPC$ CEMENT — — — — — — — D4-- 5 52 7—— — — is °00000o -391- — \ _ _ — _ _ 6'X11' SIGN I �� \ EASEMENT EX SIGN \ DB 5246 PG TBR I 159 S a mum _ PANTOPS CORNER WAY O~ VARII`AQLE WIDTH PRIVATE STREET I EASEMEN-T�WIDTH PUBLIC ACCESS EX.SIGI DB �46 PG 148 I APPROXIMATE LOCATION UTILITY � I DB 5267 -3 \3 TM 78-5B EASEMENT FOR VEPCO & \ DB 5373 PG 531 T5 PAN PS , LLC ALBEMARLE COUNTY SERVICE DB 5285 PG 570\ DB 4358 PG 684 AUTHORITY \ ZONE: HIGHWAY\OMMERCIAL DB 1129 PG 261 1 I \ USE: OPEN DB 4358 PG 684 \ I I 071 AC\ \— �cl' \ LIMITS OF , \ \ DISTURBWCE /4 \ —Ion DOMINION ENERGY/ VEPCO EASEMENT— DB 5244 PG 485 ion J or) D� �a I � � d• C I Lr/ Q n N 0' \ rLn 00 N 4 \\� V)I \ C� I ■ ii EA SOIL TYPE BOUNDARY (NOTE: ALL SOILS HSG S) SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM I � x_ JU Sluw a is o. 5183 Ago 3 l 2Lclle� I Ss1oxnL �� VSMP PLAN FOR TAKE 5 PANTOPS a °O TMP 78-5A REBKEE PARTNERS PANTOPS LLC C/O WAWA I� o a DB 5318 PG 355 ZONE: HIGHWAY COMMERCIAL SIGN o USE: COMMERCIAL 1.77 AC J o ° EX.DI z a 5 COPV SIDEWAuK a a s a a a- a s J NEW ° 5/8" Et DI EX. ET Ex.MAIL WM ° E BoxSIGN a NEW MH MIN. 10' FRONT SETBACK FROM EXTERIOR EDGE OF SIDEWALK A2 ° I I C Q 0000 1 J o� 4— bE I T ASPHALT DPS DE JE: L U`. .SIGN REMAIN o o 06 O 9.00' A 0 o 5 O 00' 7(-'R x.SIG /�/ LAEN I ° AUTOMOBILE SERVICE STATION 30,927 SF Cm TMP 78-5F PANTOPS LC C/O HENRY LISCIO COMPANY DB 2934 PG 476 ZONE: HIGHWAY COMMERCIAL USE: COMMERCIAL 0.75 AC FIFE 392.42 27.2 0 Ln SHIMP ENGINEERINGh LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 8.35' A3 PIP T N _ x O v JU . SHIMP > J is 0. 5183 Ago -3LLJ j �2� �>SSIONAL c mLLI� u o VSMP PLAN FOR G� 2°� 0 TAKE 5 PANTOPS 0 0 ii a IY � o I Lo o Z a N B LuALBEMARLE COUNTY, VIRGINIA PIP Q SUBMISSION: EX WALL 0 2022.03.04 o REVISION: 0 EX. WALL 0 z Li a- N 0_ OZ D C� ~ O z oN 0 0 o Ln FILE NO. 21.043 SITE LAYOUT 1 0 10 20 30 S al 1 '=10' C 3 0 I a TMP 78-5A REBKEE PARTNERS PANTOPS LLC C/O WAWA DB 5318 PG 355 ZONE: HIGHWAY COMMERCIAL USE: COMMERCIAL 1.77 AC ° Q ° EX.DI 4 EX.SIGN LIGHT oa° POLE EX.DI °° EX.SIGN A C D u A I T SIGN 1 RAIN I\390 6 �\ r 9074 0 EX.SIGN J xyL �232 x92" \ / \ 02 I tz \ x92 N P \ �S\ 3.33% \ 92 32 I 92 32 2 32 45 s 5 �C®N:C D *C / I 05 ° 0 2.97% I a 91 70 9 15 9235 9242 92429 359215 91 52 I , 1.11 AC \ x 1.14. I 1.14% EX.SIGIN I ° 5.18% New Lateral 3.27 ° 3.0% a FLUSH CURB Inv in: ±390.00 I \ PAVEMENT I . LUSH HIGH 3" PP\ \ 2.0% 3.51 x8850 x88 4 900 9066 1 00 91 70 9j00 9242 NEW DI-1 x o TOP.391.52 I c �5 5.0% O � o off° INVOUT:387.52 \ I I J a e 'EX CONCRftE, N N FFE 392.42 b e 9 � 619 \ o e 8822 b \ \ I U 00 5.98% 91 00 9 70 b 89 90 x 2 00 2 42 x9 \ \ OF Z ) Is IS EX. DI-3 TOP: 38&0 INVIN:382.0 Muni iT• .3Rl 80 5 5 so 8� \ de 3.73% 89 00 7 EX. WALL 4.0% c) / ° x92 60 C: 1 9242 x93°\ �� a i _ / I 2 �I� 92 \ I 2 13 EX WALE ° a EX. WALL a TMP 78-5F a PANTOPS LC C/O HENRY LISCIO COMPANY DB 2934 PG 476 ZONE: HIGHWAY COMMERCIAL USE: COMMERCIAL 0.75 AC Scale: 1 NWA 0 L0 (V w 0 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM VSMP PLAN FOR TAKE 5 PANTOPS ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.03.04 REVISION: 911111IN►[6l GRADING PLAN & UTILITY PLAN 21.043 C4_ PROJECT DESCRIPTION, GENERAL NOTES, EROSION & SEDIMENT CONTROL NOTES, AND SEQUENCE OF CONSTRUCTION PROJECT DESCRIPTION THIS SITE IS VACANT LOT AT THE INTERSECTION OF RTE 250 & PANTOPS CORNER (PRIVATE ROAD) IN ALBEMARLE COUNTY BEING DEVELOPED INTO COMMERCIAL SERVICE FACILITIES. THE DEVELOPMENT AREA (ONSITE AREA + IMPROVEMENTS WITHIN THE ROW) IS 0.71 ACRES. THE LIMITS OF DISTURBANCE IS 0.50 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 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 EXISTING SITE IS CLEARED AND VACANT AND HAS A CURRENT GRADING PERMIT. ADJACENT PROPERTIES THIS PROPERTY IS BORDERED TO THE NORTH AND SOUTH BY EXISTING STREETS. TO THE EAST AND WEST ARE AUTO DEALERSHIPS. OFFSITE AREAS: SOIL SHALL NEED TO BE EXPORTED TO THE SITE TO SITES WHICH SHALL HAVE EROSION CONTROL PERMITS. SOILS THE SITE CONTAINS THE FOLLOWING SOIL TYPES: 12C - CATOCTIN SILT LOAM - 7 TO 15% SLOPES, HSG B 12D - CATOCTIN SILT LOAM - 15 TO 25% SLOPES, HSG B 23B - DAVIDSON CLAY LOAM - 2 TO 7% SLOPES, HSG B 27C - DAVIDSON CLAY LOAM - 7 TO 15% SLOPES, HSG B 88 - UDORTHENTS, LOAMY - 2 TO 25% SLOPES, HSG B CRITICAL AREAS THE CRITICAL AREAS ON THE SITE ARE THE MANAGED AND PRESERVED SLOPES. CARE SHALL BE TAKEN TO CONTROL EROSION IN THESE AREAS. EROSION & SEDIMENT CONTROLS 1. SAFETY FENCE: A PROTECTIVE BARRIER INSTALLED TO PROHIBIT UNDESIRABLE USE OF AN EROSION CONTROL MEASURE. STD. AND SPEC. 3.01. 2. CONSTRUCTION ENTRANCE: INSTALL AND MAINTAIN A CONSTRUCTION ENTRANCE, AS NECESSARY, THAT MEETS THE REQUIREMENTS OF STD. AND SPEC. 3.02 AND CONFORMS WITH THE REQUIREMENTS OF THE EROSION & SEDIMENT CONTROL PLAN. 3. SILT FENCE: 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 PERFORMANCE. 4. TEMPORARY SEEDING: 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. 5. PERMANENT SEEDING: 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. 6. MULCHING: 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. 7. DUST CONTROL: CONDUCT DUST CONTROL OPERATIONS NECESSARY TO MET THE REQUIREMENTS OF STD. & SPEC. 3.39 AS REQUIRED TO CONTROL SURFACE AND AIRBORNE MOVEMENT OF DUST. B. INLET PROTECTION: INLET PROTECTION MEASURES AROUNF THE NEW INLETS SHALL BE PROVIDED IN ACCORDANCE WITH STD. AND SPEC. 3.07. SILT FENCE, STRAW BALES OR TEMPORARY STONE APPLICATIONS SHALL BE APPLIED AS APPROPRIATE FOR CURRENT GRADE CONDITIONS. 9. OUTLET PROTECTION: RIP -RAP SHALL BE PROVIDED AT THE OUTFALL OF CONVEYANCE CHANNELS, CULVERTS, AND STORM SEWERS IN CONFORMANCE WITH STD. AND SPEC. 3.18. OUTLET PROTECTION SHALL BE INSTALLED WITH ACCOMPANYING STORM SEWERS AND SHALL BE INSPECTED AFTER EACH RAINFALL EVENT AND REPAIRED IF NECESSARY. ANT SEDIMENT BUILD UP SHALL BE REMOVED. PERMANENT STABILIZATION AND SEQUENCE OF CONSTRUCTION THE FOLLOWING ARE THE PROPOSED MANAGEMENT STRATEGIES AND DETAILED SEQUENCE OF CONSTRUCTION: STAGE 1 1. INSTALL CONSTRUCTION ENTRANCE OFF PANTOPS CORNER ROAD (PRIVATE) TRUCKS SHALL BE CLEANED PRIOR TO LEAVING SITE. 2. INSTALL SILT FENCE AND INLET PROTECTION. STAGE 2 CONTACT THE ENGINEER AND ALBEMARLE COUNTY FOR INSPECTION AND APPROVAL OF ALL E&S CONTROL MEASURES. STAGE 3 1. UPON APPROVAL OF E&S CONTROL MEASURES, BEGIN SITE WORK. 2. INSTALL UTILITIES AND COMPLETE MASS GRADING. 3. INSTALL ADDITIONAL CONTROL MEASURES AS SHOWN ON SHEET C7. 4. MAINTAIN PERIMETER CONTROLS UNTIL ROAD CONSTRUCTION IS COMPLETED UNTIL SITE HAS ACHIEVED TEMPORARY STABILIZATION. STAGE 4 1. AS AREAS ARE BROUGHT TO GRADE, APPLY MULCHING, TEMPORARY SEEDING AND PERMANENT SEEDING. 2. ESTABLISH AND MAINTAIN PERMANENT STABILIZATION, INCLUDING VEGETATION OF ALL SLOPES AND GRASSED AREAS. 3. WHEN INSPECTOR HAS GRANTED APPROVAL, REMOVE PERIMETER CONTROLS. 400 395 390 385 380 309+80 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. 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. EROSION & SEDIMENT CONTROL PERMITTING CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL LOCAL AND STATE EROSION AND SEDIMENT CONTROL PERMITS AND MAINTAINING ALL EROSION AND SEDIMENT CONTROLS IN ACCORDANCE WITH THE PERMIT REQUIREMENTS. 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, UTILITIES, ETC., THE CONTRACTOR SHALL USE WHATEVER METHODS THAT ARE NECESSARY TO PROTECT STRUCTURES FROM DAMAGE. ANY DAMAGE CAUSED BY THE CONTRACTOR OR ITS SUBCONTRACTORS SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO REPAIR OR REPLACE. THIS EXPENSE IS THE CONTRACTOR'S RESPONSIBILITY. 3. REPLACEMENT OR REPAIR OF DAMAGED STRUCTURES SHALL BE AT THE CONTRACTOR'S EXPENSE. 4. 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. 5. 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. 6. CONTRACTOR SHALL NOTIFY AND COORDINATE ALL WORK INVOLVING EXISTING UTILITIES WITH UTILITY OWNERS, AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTION. 7. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 8. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL BOUNDARIES, BUILDINGS, VEGETATION, AND OTHER PERTINENT SITE ELEMENTS. CONTRACTOR SHALL IMMEDIATELY REPORT ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONTRACT DOCUMENTS TO THE OWNER AND ENGINEER. 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 CONTRACTOR FROM THE RESPONSIBILITY OF ADHERENCE TO THE CONTRACT AND FOR ANY ERROR THAT MAY EXIST. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, INSPECTIONS, BONDS, AND OTHER RELATED ITEMS IN ACCORDANCE WITH LOCAL AND STATE POLICY. STORMWATER MANAGEMENT NARRATIVE: 1. ALL CONCENTRATED ONSITE RUNOFF SHALL BE ROUTED INTO CHANNELS AT RATES THAT COMPLY WITH VA TYPE IIC SWM REGULATIONS AS THE SITE IS GRANDFATHERED INTO A TYPE [IC SWM PERMIT. 2. WATER QUANTITY HAS BEEN ADDRESSED UNDER WPO 2018-88 WITH NUTRIENT CREDIT PURCHASE PER THAT PLAN, THIS SITE WAS COVERED BY CREDIT PURCHASE SUFFICIENT FOR 0.59AC IMPERVIOUS. 4.THIS PLAN PROPOSES 0.53 AC IMPERVIOUS 5.THE MAXIMUM 0.59 IMPERVIOUS AREA RUNOFF SHOULD BE DIRECTED IN TO THE ACTUALLY PRELIMINARY DESIGNED. NOTE: SEE APPROVED MAPS ON SHEET C8 CA 2) CA 3) J 0 O N M ^ 3 N O + a a 9 PROPOSED GRADE --- EXISTING GRADE -137:71LF - 'LS-HDPE - r� z 10+00 10+FO 11+00 STORM SEWER Al TO A3 400 395 390 385 330 11+50 12+00 5 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 OR UNDISTURBED FOR LONGER THAN 14 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED AT AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN 1 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 COUNTY 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 OUTFALL 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 - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM r �r JU SHIMP is o. 5183 13 2 Ago �`rs10NAL ��� VSMP PLAN FOR TAKE 5 PANTOPS ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.03.04 REVISION: 9Ima►[el EROSION CONTROL NARRATIVE 21.043 l;1 / Scale: fiUltlZ:1:3U VEKf:1:1U \� C51 d d TMP 78-5A REBKEE PARTNERS PANTOPS LLC C/O WAWA DB 5318 PG 355 ZONE: HIGHWAY COMMERCIAL USE: COMMERCIAL 1.77 AC EX.SIGN 0 / EX.SIGN a o E X. D I /// / a - EX.SIGN _ d LIGHT �/ d 00 0° POLE EX.DI o� ASPHALT EX.SIGN ° W—VLT EX. ET / a 0 p1 FHA WM WV� Q a d Q a o EX 4D) 5dCONC SIDEWALKa d a 5' CONC. SIbEWAL`K ASPHALT a PANTOPS CORNER WAY EX. \\ d EN: IC" VARIABLE WIDTH PRIVATE�OAD C SAN SrIGN —3 1 RAIN 1 ,390 6 S:�CNC: Pq0 / / I I / I EX.SIGN \ FLUSH CURB PAVEMENT / LUSH HIGH 3" /PP O E p p /C b \ \ a e SEX. C'ONCRftE \ FFE 392.42 SOIL EROSION & SEDIMENT CONTROL SYMBOLS SYMBOL N0. TITLE KEY 3.02 PAVED CONSTRUCTION ENTRANCE PCE 3.03 CONSTRUCTION ROAD STABILIZATION CRS x x — x — x 3.05 SILT FENCE SF 3.10 SAFETY FENCE SA TS 3.31 TEMPORARY SEEDING TS PS 3.32 PERMANENT SEEDING PS M 3.35 MULCH MU 3.07 INLET PROTECTION IP LIMITS OF DISTURBANCE: 0.50 AC d WV o0 0000 O WV d 4 O - Lo N w� O LJ 1XI rKQ m t d SHIMP ENGINEERINGh LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM as VSMP PLAN FOR N TAKE 5 PANTOPS 1992 3.35 CONSTRUCTION OF A SILT FENCE 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6'MAX. FLOW /III — 1 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) SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control,VA. DSWC Sherwood and Wyant SILT FENCE SF C7 Not To Scale PLATE. 3.05-2 GRAVEL CURB INLET SEDIMENT FIL TER GRAVEL FIL RUNOFF WATER _ s _d::C SEDIMENT - CONCRETE 12" WIRE MESH FILTERED WATER 'Ii1�1 m r r�' M'nl IIlu III SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. * GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE 2 INLET PROCTION IP) 2 Not To Scale TABLE 3.35-A ORGANIC MULCH MATERIALS AND APPLICATION RATES RATES: MULCHES. NOTES: Per Acre Per 1000 sq. ft. Straw or Hay 1N - 2 tons 70 - 901bs. Free from weeds and coarse (Minimum 2 matter. Must be anchored. tons for Spread with mulch blower winter cover) or by hand, FiberMulch 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 - 2751bs. 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 fine 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. Source: Va. DSWC 3 MULCHING MU C7 Not To Scale TABLE 3.39-A ADHESIVES USED FOR DUST CONTROL Water Application SA 1 �/ r T(7 Dilution Type Rate Adhesive (Adhesive: Water) Nozzle Gallons/Acre Anionic ^A V ^ CONSTRUCTION , S U ^, T ENTRANCE ^ Asphalt Emulsion 7:1 Coarse Spray 1,200 9 �j' �" �` "�q' '::: No p Latex Emulsion 12.5:1 Fine Spray 235 ,...... 0 Resin in Water 4:1 Fine Spray 300 AcrySTONE 70' MIN. (Non Tralon ffic)7:1 Coarse Spray 450 CONSTRUCTION ACCESS 3" SM-2A ASPHALT TOP COURSE EXISTING Acrylic Emulsion _ 27 2% PAVEMENT o (Traffic) 3.5:1 Coarse Spray 350 STONE CONSTRUCTION ACCESS --\ o u 6" MN. 2'A AGGREGATE BASE _ 7 DUST CONTROL DC PROFILE - I C7 Not To Scale 70' MIN. —O FWASHRACKASPHALT AVED IAA EXISTING 2% 2% t 12' MIN.* FPAVEMENT *MUST EXTEND FULL_ WIDTH POSITIVE DRAINAGE V TO SEDIMENT OF INGRESS AND EGRESS TRAPPING DEVICE OPERATION PLAN 12' MIN. POSITIVE DRAINAGE 2% TO SEDIMENT TRAPPING DEVICE FILTER CLOTH) SECTION A —A A nrillilmun water tap of 1 hlch must be hrstallecl with a minhurnn 1 inch ballcock shutoff valve Supplying a wash hose with a diameter of 1. 5 inches for adequate constant pressure. Wash water must be carried away from the entrance to an approved settling area to remove sediment. All sediment shall be prevented from erdetvng storm drains, ditches or watercom-ses. PAVED WASH RACK NO SC.- I PERSPECTIVE VIEW PERSPECTIVE VIEW PLASTIC FENCE PERSPECTIVE VIEW METAL FENCE TABLE 3.31-C TEMPORARY SEEDING PLANT MATERIALS, SEEDING RATES, AND DATES SEEDING RATE NORTHa SOUTHb PLANT 311 111 1111 2111 5/t 9/1 SPECIES CHARACTERISTICS Acre 1000 ft to to to to to to 4/30 8/15 11/I 4/30 9/1 11/15 OATS 3 bu. (up to 100 lbs., 2 lbs. X - - X - - Use spring varieties (e.g., Noble). Avena saliva not less than 50 lbs.) RYEa 2 bu. (up to 110 lbs., 2.5 tbs. X - X X - X Use for late fall seedings, winter Swale cereal not loss than 50 lbs.) cover. Tolerates cold and low moisture. GERMAN MILLET 50 lbs. approx. I lb. - X - - X - Warm -season seaual. Dies a first Serarfa i .ra frost. May be added to summer mutes. ANNUAL RYEGRASSc 60 lbs. I'h lbs. X - X X - X May be added in mixes. Will Loliu multi-floramlI mow out of moat stands. WEEPING 15 lbs. 51h on. - X - - X - Warm -season perennial. May LOVEGRASS beach. Tolerates hot, dry slopes (Ersorostis curvula and acid, infertile soils. May be added to mixes. KOREAN 25 lbs. approx. 1'h X X - X X - Warm season annual legume. LESPEDEZAc lbs. Tolerates acid soils. May be (Lew—&- ofi ulacea) added to mixes. a Northern Piedmont and Mountain region. See Plates 3.22-1 and 3.22-2. b Southern Piedmont and Coastal Plain. May be used as a cover crop with spring seeding. d May be used as a cover crop with fall seeding. X May be planted between these dates. - May ngi be planted between these dates. ti w w 1-s SILT FENCE DROP INLET PROTECTION 2 X 4" WOOD FRAME DROP INLET 7 AT CORNERS PERSPECTIVE VIEWS ELEVATION OF STAKE AND FABRIC ORIENTATION SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. SOURCE: N.C. Erosion and Sediment Control Planning and Design Manual. 1986 PLATE 3.07-1 4 DROP INLET PROTETION (IP) C7 Not To Scale 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. May 1 through August 15: Kentucky 31 Fescue - 128 lbs/acre; Red Top Grass - 2 lbs/acre: Foxtail Millet - 20 lbs/acre. August 16 through October 31: Kentucky 31 Fescue - 128 lbs/acre; Red Top Grass - 2 lbs/acre; Annual Rye - 20 Ibs/acre. November 1 through February 15: Kentucky 31 Fescue - 128 lbs/acre; Red Top Grass - 2 lbs/acre; Winter Rye - 20 lbs/acre. MULCHING SPECIFICATIONS: 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 lbs. 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 lbs. per 1,000 square feet) or equivalent. LOW MAINTENANCE GROUND COVER: SOUTHEAST NATIVE GRASS SEED MIX (AMERICAN MEADOWS INC.) For slopes steeper than 3:1 grade, Mix the following seeds at 30 lbs/acre each: Virginia Wildrye (Elymus virginicus), Little Bluestem Grass (Schizachyrium scoporium), Purpletop (Tridens flavus), Broomsedge (Andropogon virginicus), and Indian Grass (Sorghostrum nutons). SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM I JU SHIMP a I s o. 5183 A I 2 rs10NAL VSMP PLAN FOR TAKE 5 PANTOPS ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.03.04 REVISION: 91101111►[61 21.043 SOURCE: VDOT R PLASTICS PLATE. 3.1-1 a TEMPORARY SEEDING TS EROSION CONTROL VA. DSWC VDOT ROAD AND BRIDGE STANDARDS C7 Not To Scale 9 PERMANENT SEEDING PS 5 PAVED CONSTRUCTION ENTRANCE PCE) c7 Not To Scale DETAILS C7 Not To Scale 6 SAFTY FENCE SAF C7 Not To Scale C7 1 SWM - APPROVED PANTOPS CORNER OVERALL PLAN FOR DRAINAGE Af1EA TO E2 9:59 AC REP './N.55 AC IMP Yr3_ S \ \ IN, 10 C IMP _ e � IF j 0.34`ACjj,ES 0.24 AC I AREA TO Al a` 0.31 ACRES 0.28 AC IMP Ix 60 O 60 120 18O ` Scale: 1 "=60' ;I; \ 'IF7, PIANTOPS CORNTER p-• -/ -/ -,, 4e\, ^•`? ��J�j� /r INLET DRAINAGE MAP CRIES U) id e� -- 39 ,AE IMP AREA TO EY �'- R of t Q C � 116ACRES e ��J ABr qQ 93 AC IMP REA TO d S �O5 IMP ---AREATOABA CRES 0 22 A 'C imp L=, ......... ° oil I { AREA O A13 0 67, ACRES t U 9. AC;MP / *r ARE �'Or -. — L _ 06A ore \ -__ IMP 1AU�r.�MP 0.05/AC •' Y -y ___ v ......I AREA TO All 0.33 ACRES 0.28 AC IMP -,- AREA TO A9Z 0.40 ACRES 0.39 AC IMP (3 :; I .p `:` \1 ` •--- I ,11II� I (' III I'' T \ I 1 ■ _ J . II I f'13 S€E INSET DETAIL;—J 17rIS PAGE � 1 \. --- AREA TO EX AREA AREA TO Al 16 0.14A CRE5 0.13A 019 A P AREA TO E) 0.69 ACRES 0.53 AC IMP Drainage 6a Map — PANTOPS CORNER - POST -DEV MAP APPROVED ON 06-29-2019 IE I Ti ITE — T TE T E EL E T L- E- FF ITE - E- TE I E' E T e IMF'ER`dli'^ Ti, Summary Area: Impervious: 0.13+0.19+0.05+0.02+ 0.08+0.07= 0.55 Acres i ■ 30 0 30 60 90 101, / Scale: 1"=30' low ..� 7,02, Ir # 0.08 Ac r1� PANTOPS CORNER WAY 0.07 AC 0,0 VARIABLE WIDTIIIIII PRIVATE ROAD ## ■ 0.05 Ac .............{.... ■ .... . �• . a 0.19 AC ■ �,..... . ■ ; 0.13 Ac ■ APPROVED TURF ■ APPROVED DRAINAGE AREA MAP AREA :0.18 ACRES O Of O 2 N~ 0 LU - Z) UJ °Q l PROPOSED TURF # AREA :0.16 ACRES ,•'� 0.08 Ac J 0 AC *14r'''1 VARIABTOPS WIDTHO CORNER WAY ■ 0.07 Ac .��• 0.05 Ac ' Cq jwdl.�lail�%.i' ....T�... .a��.','.'.'.'.'.'.'.'.'. .'.'• . i{ ....■ .1 ............ . w ,,...,.,..,�.....•.....{... o Er M 1 0.33 Ac 4rIn w "*MaA"lil . 30 0 30 60 90 PROPOSED IMPERVIOUS Scale: 1 LL_ ='LE - - E I - ITE + L !. I I� FF ITE _ T T-L APPROVED TURF - - ITE - E- AREA : 0.11 Ac E FF ITE E- I I' '' ' E ' PANTOPS CORNER WAY I'.' `' I TI T"T-L - VARIABLE WIDTH PRIVATE ROAD --- See total E _I - Land Cover ma "'•""""•••'"""• -r - I It APPROVED IMPERVIOUS AREA :0.59 ACRES 121 PANTOPS CORNER - LAND COVER MAP APPROVED ON 6-29-2019 2 of om in N ~ 0 Ce Q Summary Area: Impervious: 0.13+0.19+0.05+0.02+ 0.08 0.07 0.54 Acres SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM x > i JU SHIMP a is o. 5183 �SSIONAL ��� VSMP PLAN FOR TAKE 5 PANTOPS ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.03.04 REVISION: FILE NO. 21.043 SWM MAPS 1 CALCULATION 30 0 30 so 90 APPROVED LAND COVER MAP Scale: 1 `30' C 8 — T TE T E EL E T L- E- FF ITE - E- TE I E' E T e IMF'ER`dli'^ Ti, Summary Area: Impervious: 0.13+0.19+0.05+0.02+ 0.08+0.07= 0.55 Acres i ■ 30 0 30 60 90 101, / Scale: 1"=30' low ..� 7,02, Ir # 0.08 Ac r1� PANTOPS CORNER WAY 0.07 AC 0,0 VARIABLE WIDTIIIIII PRIVATE ROAD ## ■ 0.05 Ac .............{.... ■ .... . �• . a 0.19 AC ■ �,..... . ■ ; 0.13 Ac ■ APPROVED TURF ■ APPROVED DRAINAGE AREA MAP AREA :0.18 ACRES O Of O 2 N~ 0 LU - Z) UJ °Q l PROPOSED TURF # AREA :0.16 ACRES ,•'� 0.08 Ac J 0 AC *14r'''1 VARIABTOPS WIDTHO CORNER WAY ■ 0.07 Ac .��• 0.05 Ac ' Cq jwdl.�lail�%.i' ....T�... .a��.','.'.'.'.'.'.'.'.'. .'.'• . i{ ....■ .1 ............ . w ,,...,.,..,�.....•.....{... o Er M 1 0.33 Ac 4rIn w "*MaA"lil . 30 0 30 60 90 PROPOSED IMPERVIOUS Scale: 1 LL_ ='LE - - E I - ITE + L !. I I� FF ITE _ T T-L APPROVED TURF - - ITE - E- AREA : 0.11 Ac E FF ITE E- I I' '' ' E ' PANTOPS CORNER WAY I'.' `' I TI T"T-L - VARIABLE WIDTH PRIVATE ROAD --- See total E _I - Land Cover ma "'•""""•••'"""• -r - I It APPROVED IMPERVIOUS AREA :0.59 ACRES 121 PANTOPS CORNER - LAND COVER MAP APPROVED ON 6-29-2019 2 of om in N ~ 0 Ce Q Summary Area: Impervious: 0.13+0.19+0.05+0.02+ 0.08 0.07 0.54 Acres SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM x > i JU SHIMP a is o. 5183 �SSIONAL ��� VSMP PLAN FOR TAKE 5 PANTOPS ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.03.04 REVISION: FILE NO. 21.043 SWM MAPS 1 CALCULATION 30 0 30 so 90 APPROVED LAND COVER MAP Scale: 1 `30' C 8