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HomeMy WebLinkAboutSDP202100020 Review Comments Final Site Plan and Comps. 2021-07-28Review Comments for SDP202100020 Final Site Development Plan Project Name: STARBUCKS - 2231 SEMINOLE LANE - FINAL - DIGITAL Date Completed: Monday, July 12, 2021 Department/DivisiordAgency: Review Status: Reviewer: Khrtstopher Taggart CDD ARB Requested Changes nave reviewed me plans Wan me revision date oT June 1 /, 'LULL suDminea Tor ARbzuz1-4L ti[arnucKs anal tine Plan. I ne changes made in these plans do not address all the conditions of approval outlined at the ARB meeting held on May 17, 2021. The following revisions are requested to make the proposal consistent with the Entrance Corridor Guidelines (note numbers below refer to original conditions from action letter dated May 18, 2021): 2. Provide as part of the site plan detail drawings and color specifications for the clearance bar and order point canopy. • The color specified for the clearance bar does not appear to have been noted on the plans. Please revise the site plan to note the color proposed for the clearance bar. 6. Revise the photometric plan to include footcandle values and cutsheet information for bollard and building -mounted lighting. • The footcandle values and the cutsheet information for under canopy lighting (fixtures X0008 on sheetA151) and the footcandle values for the strip led lighting (fixtures 21305 on sheetA151) have not been included in the photometric plan. Revise the photometric plan to include footcandle values and cutsheet information for the under canopy (fixtures X0008 on sheetA151) and footcandle values for the LED strip lighting (fixtures 21305 on sheetA151). 8. Provide details to clarify the installation of the strip light fixtures • The intent of the LED strip light fixtures is still not clear from the information provided. Please provide a building section that clearly illustrates the location of the strip light fixtures. 17. Note on the plan the specific color proposed for the retaining walls. A block in a muted, earth -tone color would be appropriate. • The 'natural' color callout in the plans does not appear to relate to a specific color from the manufacturer. Colors that have been approved for other sites within the County are 'James River' or'Richmond'. Revise the site plan to note the specific color proposed for the retaining walls or provide information from the manufacturer that notes the 'natural' color callout in the plans. Page: 1__1 County of Albemarle Printed On: 07/19/2021 � AI ?"h �IRGRTF County of Albemarle Department of Community Development Memorandum To: Cameron Langille From: Emily Cox Date: 13 April 2021 Rev. 1 Date: 12 July 2021 Subject: Starbucks 2231 Seminole Lan — Final Site Plan (SDP202100020) The final site plan for Starbucks 2231 Seminole Lane has been reviewed by Engineering. The following comments will need to be addressed before approval: 1. WPO202100003 must be approved before final site plan can be approved. Rev. 1: Comment not addressed. 2. Public drainage easement should be labeled as SWM facility easement as it appears to be encompassing the SWM facility. Rev. 1: Comment addressed. 3. Easement should extend to include this pipe: - II IM Rev. 1: Please provide deed. DB 1159 PG 232 as labeled on sheet C2.0 does not appear to be the place it has been dedicated to public use. 4. SWM facility easement must be recorded before this final site plan can be approved. Rev. 1: Comment not addressed. 5. Please show permission for the proposed work offsite on all adjacent parcels as well as in the Virginia telephone and telegraph company easement. Even if work is in an easement, please show that the proposed work is allowed in that easement. Rev. 1: Quitclaim must be completed before final site plan can be approved. Review Comments for SDP202100020 Final Site Development Plan Project Name: STARBUCKS - 2231 SEMINOLE LANE - FINAL - DIGITAL Date Completed: Tuesday, July 13, 2021 Department/DivisiordAgency: Review Status: Reviewer: Betty Slough CDD Insoections No Objection Page: 1� County of Albemarle Printed On: 07/28/2021 Review Comments for SDP202100020 Final Site Development Plan Project Name: STARBUCKS - 2231 SEMINOLE LANE - FINAL - DIGITAL Date Completed: Thursday, April 22, 2021 Department/DivisiordAgency: Review Status: Reviewer: Francis MacCal —E CDD Zonis Administrative Approval Zoning accepts the justification to provide 12 parking spaces instead of 15 as required per the calculation for a restaurant for the proposed Starbucks on TMP O45B1-OS-GA-01100. Please save to the file this email along with the applicants justification and have them make a note, on the plan, of the allowed reduction per this email. Francis H. MacCall, CZA Chief of Zoning, Deputy Zoning Administrator Albemarle County — Community Development fmaccall@alt>emarle.org 434.296.5832 x3418 401 McIntire Road, North Wing, Charlottesville VA22902-4596 Pager County of Albemarle Printed On: 77/19/20 11 Cameron Langille From: Anna Fontaine <Anna.Fontaine@timmons.com> Sent: Monday, July 19, 2021 10:33 AM To: Cameron Langille Subject: FW: Starbucks - 2231 Seminole Ln - Site Plan Review Attachments: SDP202100020 Plan - Revision 2021-06-15 (2).pdf CAUTION: This message originated outside the County of Albemarle email system. DO NOT CLICK on links or open attachments unless you are sure the content is safe. Good Morning Cameron, I wanted to check in on the Starbucks review. Last time we had some delay based on the time we got ACSA comments compared to everything else, so I wanted to share the attached markups (Sheet C4.1) from Richard with you in case he hasn't yet. Once I get all the comments, I will go ahead and make these attached water layout changes. I know there is some time before the site plan review comments are due. Is 8/13 your current realistic target? Or do you think you might get to it sooner? The Client is curious since you all had such a quick turnaround time last review Thanks so much! Anna Fontaine, P.E. Project Engineer 11 TIMMONS GROUP I www.timmons.com 608 Preston Avenue Suite 200 1 Charlottesville, VA 22903 Office: 434.295.5624 I Direct: 434.327.1687 Cell: 314.495.3107 anna.fontaine(rDtimmons. com Your Vision Achieved Through Ours To send me files greater than 20MB click here. From: Richard Nelson <rnelson@serviceauthority.org> Sent: Tuesday, July 6, 20213:45 PM To: Anna Fontaine <Anna.Fontaine@timmons.com> Subject: RE: Starbucks - 2231 Seminole Ln - Fixture Counts Hi Anna, I passed the plan along to RWSA for any comments they may have for the service abandonment this morning. I received feedback from our office, and have attached (C4.1) a red line of what would be accepted. Let me know if there are any questions. Thanks, Richard Nelson Civil Engineer Albemarle County Service Authority 168 Spotnap Road Charlottesville, Virginia 22911 (434) 977-4511 STARBUCKS - 2231 SEMINOLE LANE SITE DATA: TAX MAP PARCEL: 045B1-05-0A-01100 PARCEL AREA: 0.70 ACRES LIMITS OF DISTURBANCE: 0.59 AC ACRES ZONING: HIGHWAY COMMERCIAL, ENTRANCE CORRIDOR AND AIRPORT IMPACT AREA OVERLAY DISTRICTS, PORTIONS OF PROPERTY ARE WITHIN THE MANAGED STEEP SLOPES OVERLAY DISTRICT PROFFER SIGNED 1/8/2020; ZMA 2019-00011 APPROVED 2/5/2020 MAGISTERIAL DISTRICTS: RIO SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY: HURT& PROFFITT 2524 LANGHORNE ROAD LYNCHBURG, VA 24501 JOE F. SCHUPPE, L.S. (434)847-7796 JSCHUPPE@HANDP.COM APRIL 4, 2019 FIELD VERIFIED OCTOBER 2020 DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE VERTICAL: NAVD88 UTILITIES: ASCA SANITARY AND WATER SERVICE. FIRE HYDRANTS: THERE IS ONE FIRE HYDRANT LOCATED BETWEEN ROUTE 29 AND THE SUBJECT PROPERTY, APPROXIMATELY 130 FEET FROM THE PROPOSED BUILDING. WATERSHED: SOUTH FORK WATERSHED - NOT A WATER SUPPLY WATERSHED. ZONING SITE REQUIREMENTS: SETBACKS REQUIRED FRONT MIN: 10' MAX: NONE (PROPERTY ABUTS A PRINCIPAL ARTERIAL HIGHWAY) SIDE NONE (PER BUILDING CODE) REAR PARKING:20' BUILDING: 50' MAX: NONE USE PRESENT: ABANDONED PARKING LOT PROPOSED: t1,150 SF STARBUCKS WITH DRIVE THRU MAXIMUM ALLOWABLE BUILDING HEIGHT: 65' PROPOSED BUILDING HEIGHT: 18' PARKING TOTAL REQUIRED PARKING: 15 SPACES MIN. (1) ADA VAN SPACE GROSS FLOOR AREA (GFA) = 1,150 SF STARBUCKS RESTAURANT: 13 SPACES / 1,000 SF GFA 1,150 SF X 13 SPACE 11,000 SF = 15 SPACES TOTAL PROPOSED PARKING: 12 SPACES [2 ADA COMPLIANT, 1 OF WHICH IS VAN ACCESSIBLE] [THE REQUEST TO PROVIDE 12 PARKING SPACES INSTEAD OF 15 WAS APPROVED BY THE ZONING ADMINISTRATOR ON APRIL 22, 2021.] IMPERVIOUS AREA (WITHIN PROJECT LIMITS) EXISTING IMPERVIOUS AREA: 0.419 ACRES TOTAL POST DEVELOPED IMPERVIOUS AREA: 0.428 ACRES VEHICLE TRIP GENERATION FROM ITE TRIP GENERATION MANUAL 10TH EDITION Trio Generation for Starbucks - 2231 Seminole Lane FINAL SITE PLAN REF: INITIAL SITE PLAN SDP202100005 ALBEMARLE COUNTY, VIRGINIA L 0 C H R I D G E 41LLS 3/22/2021 DoubleTree by Hilton rn Hotel Charlottesville Sam's Club Q porn Grounds Rd ©UVA Primary Q Monticello United Care Riverside Soccer Club QUmansky Honda OF Walmart Supercenter Q © SITE LOCATION 659 lk Jim Price Chevrolet CARRSBROOK Charlottesville Bowlero Charlottesville Albemarle SPCA Q ao 8 .r+ WOODBROOK N s CROSSINGS / s o CONDOS / { ©Skrimp Shack / order poorDash / Q �Google s LAND USE ITE CODE AMOUNT UNITS WEEKDAY AM PEAK HOUR PM PEAK HOUR ADT IN OUT TOTAL IN OUT TOTAL Coffee/Donut Shop with Drive -Through Window 937 1,150 SF (GFA) 943 55 56 113 22 21 f 43 UTILITY DEMANDS WATER FLOW (AVERAGE DAILY DEMAND) AVERAGE FLOW RATES: RESTAURANT: 50 GPD/100 SF FLOOR SPACE TOTAL GPD: 50 GPD X 1,150 SF/100 SF = 575 GPD AVERAGE HOUR: 575 124 = 24 GALLONS PER HOUR MAX HOUR: 300% OF AVERAGE HOUR = 24 X 3 = 72 GALLONS PEAK DOMESTIC DEMAND: MAX HOUR X 2 = 72 X 2 = 144 GALLONS SEWER FLOW (AVERAGE DAILY FLOW) RESTAURANT: 50 GPD/100 SF = 50 GPD X 1,150 SF/100 SF = 575 GPD TOTAL GPD = 575 GPD NOTE: SINCE LOCAL FLOW RATES ARE BASED ON SEATING, THE FLOW RATES USED ABOVE ARE BASED ON RATES LISTED IN 15A.NCAC.02T.0114 WASTEWATER DESIGN FLOW RATES. VICINITY MAP SCALE: 1" = 1000' OWNER/DEVELOPER: COMMERCIAL RENTALS LLC 1024 CARRINGTON PL. STE 100 CHARLOTTESVILLE, VA 22901 CONTACT: DHANVANT GORADIA TELEPHONE: (434) 989-8667 EMAIL: DHANVANT.GORADIA@GDE-INC.NET ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVENUE, SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: (434) 327-1688 EMAIL: CRAIG.KOTARSKI@TIMMONS.COM STIL Sheet List Table Sheet Number Sheet Title C0.0 COVER C1.0 NOTES & DETAILS 1 C1.1 NOTES & DETAILS 2 C1.2 NOTES & DETAILS 3 C1.3 STARBUCKS DETAILS & PROFFERS C2.0 EXISTING CONDITIONS C2.1 DEMOLITION PLAN C4.0 LAYOUT & UTILITIES PLAN C4.1 EASEMENT PLAN C5.0 GRADING & DRAINAGE PLAN C7.0 UTILITY PROFILES L1.0 LANDSCAPE PLAN L2.0 LANDSCAPE DETAILS L3.0 LIGHTING DESIGN PLAN L4.0 LIGHTING CUT SHEETS TOTAL = 15 SHEETS SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT: PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION ALBEMARLE COUNTY ARCHITECTURAL REVIEW BOARD APPROVAL DATE U CRAIG W J. KOTARSKI > Lic. No. 0402048507 cc 0 x 0 x p w Lu U U ¢ z 0 in CC Z) 0 r z O a U Lu w O z O > w w a p DATE 3/22/2021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE N/A W z QC N 8 N W N 8 0 z 1--I C 0 G Q W > V / r00, Z 0— c � p U Li j LLJ > o c o ryi fV w Q O U 1?J t 3 N w m o � Q U) m a M 1 E g U d 'o z M W Z 0 oC o 2 t `o VQ / 1,9 JOB NO. 47165 SHEET NO. CO.O LEGEND ROADS m STORM PIPE & STRUCTURE NO. �® DROP INLET & STRUCTURE NO. CURB 0 CURB & GUTTER BENCH MARK . . CLEARING LIMITS - 200 - - - EXISTING CONTOUR 200 PROPOSED CONTOUR + 240.5 EXISTING SPOT ELEVATION TC 240.5 PROPOSED SPOT ELEVATION 10 PARKING COUNT SEWER s EXISTING SANITARY SEWER EXISTING WATER LINE GRADING TC = TOP OF CURB BC = BACK OF CURB EP = EDGE OF PAVEMENT TW = TOP OF WALL BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT JUNE 27, 2019 ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. B. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. 15. . 16. ALL WATER AND SEWER FACILITIES TO BE DEDICATED TO PUBLIC USE AND THE EASEMENTS FOR THOSE FACILITIES AND SHALL BE IDENTIFIED BY A STATEMENT THAT THE FACILITIES ARE TO BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 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 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:OOAM TO 9:OOPM. 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 STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF 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 LBS/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 APPROVAL 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 APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL 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 WTIHIN 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) GENERAL NOTES 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) S 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A) 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (N/A) 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2015 UNIFORM STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, AND 2009 ICC/ANSI A117.1-03. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 34. ACCESSIBLE PARKING SPACES, ACCESS AISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI A117.1-09 AND THE 2015 VIRGINIA CONSTRUCTION CODE. THESE SHALL NOT HAVE A SURFACE SLOPE GREATER THAN 1:48. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE. ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE OF TRAVEL FROM ADJACENT PARKING TO AND ACCESSIBLE BUILDING ENTRANCE. IN PARKING FACILITIES THAT DO NOT SERVE A PARTICULAR BUILDING, ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ROUTE TO AN ACCESSIBLE PEDESTRIAN ENTRANCE TO THE PARKING FACILITY. WHERE BUILDINGS HAVE MULTIPLE ACCESSIBLE ENTRANCES WITH ADJACENT PARKING, ACCESSIBLE PARKING SPACES SHALL BE DISPERSED AND LOCATED NEAR THE ACCESSIBLE ENTRANCES. 35. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 36. 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 POSTIVIE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3580 X131. ALBEMARLE COUNTY ENGINEERING 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. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTALMERTICAL). 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. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 10. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 11. ALL WATER LINES, SEWER LINES AND FIRE LINES FROM THE MAIN TO THE STRUCTURE LOCATED ON PRIVATE PROPERTY MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. SUPPLEMENTAL REGULATIONS PER SEC. 5.1.60 - DRIVE -THROUGH WINDOWS EACH DRIVE -THROUGH WINDOW SHALL BE SUBJECT TO THE FOLLOWING: a. IF THE BUILDING IS ADJACENT TO A PUBLIC STREET, ANY DRIVE -THROUGH WINDOWS SHALL BE LOCATED ON THE SIDE OR REAR OF THE BUILDING, AWAY FROM THE PUBLIC STREET. b. NO DRIVE -THROUGH LANE SHALL BE LOCATED BETWEEN A BUILDING AND A PUBLIC STREET UNLESS SEPARATED FROM THE RIGHT OF WAY BY A LANDSCAPED AREA THAT COMPLIES WITH SECTION 32.7.9.5(B), (C), (D), AND (E) AND IS AT LEAST TEN FEET IN DEPTH EXTENDING THE LENGTH OF THE DRIVE -THROUGH LANE. c. NO PORTION OF A DRIVE -THROUGH LANE SHALL BE LOCATED WITHIN 50 FEET OF A RESIDENTIAL DISTRICT, THE RURAL AREAS DISTRICT, THE MONTICELLO HISTORIC DISTRICT, OR ANY PART OF A PLANNED DEVELOPMENT DISTRICT ALLOWING RESIDENTIAL USES. d. IF ANY PORTION OF A DRIVE -THROUGH LANE THAT IS LOCATED BETWEEN 50 AND 100 FEET OF A RESIDENTIAL DISTRICT, THE RURAL AREAS DISTRICT, THE MONTICELLO HISTORIC DISTRICT, OR ANY PART OF A PLANNED DEVELOPMENT ALLOWING RESIDENTIAL USES, THE DRIVE -THROUGH WINDOW SHALL BE OPEN FOR BUSINESS NO EARLIER THAN 7:00 A.M. AND SHALL BE CLOSED NO LATER THAN 10:00 P.M., DAILY. A. EACH DRIVE -THROUGH LANE SHALL BE SEPARATED FROM ANY PEDESTRIAN TRAVELWAY, EXCEPT WHERE A PEDESTRIAN TRAVELWAY CROSSES THE DRIVE -THROUGH LANE AS PROVIDED IN SUBSECTION (F), AND ANY VEHICULAR TRAVEL AREAS, BY A PLANTING STRIP AT LEAST FIVE FEET IN WIDTH. B. IF A PEDESTRIAN TRAVELWAY CROSSES A DRIVE -THROUGH LANE, THE OWNER SHALL PROVIDE EITHER A FIVE FOOT WIDE RAISED PEDESTRIAN TRAVELWAY OR A FIVE FOOT WIDE PEDESTRIAN TRAVELWAY CONTAINING A CHANGE IN TEXTURE AND VISUAL MARKINGS. C. EACH DRIVE -THROUGH LANE SHALL BEAT LEAST 11 FEET WIDE. D. NO DRIVE -THROUGH LANE SHALL ENTER DIRECTLY FROM OR EXIT DIRECTLY TO ANY PUBLIC STREET. E. EACH ENTRANCE TO A DRIVE -THROUGH LANE SHALL BE MORE THAN 50 FEET FROM ANY INTERSECTION WITH A PUBLIC OR PRIVATE STREET OR TRAVELWAY WITHOUT PARKING. F. EACH DRIVE -THROUGH LANE SHALL BE A MINIMUM OF 100 FEET IN LENGTH MEASURED FROM THE CENTER OF THE FIRST WINDOW OR SERVICE POINT. THIS LENGTH MAY BE REDUCED IF A STUDY IS SUBMITTED AND APPROVED BY THE DIRECTOR OF COMMUNITY DEVELOPMENT OR HIS DESIGNEE DEMONSTRATING THAT A SHORTER LENGTH WILL BE SUFFICIENT FOR A PARTICULAR USE. G. EACH DRIVE -THROUGH LANE SHALL EXTEND AT LEAST 20 FEET BEYOND THE DRIVE -THROUGH WINDOW. H. IF A DRIVE -THROUGH LANE IS LOCATED ADJACENT TO AN INTERNAL TRAVELWAY, THE DIRECTION OF TRAVEL IN THE DRIVE -THROUGH LANE AND THE TRAVELWAY SHALL BE THE SAME UNLESS THEY ARE SEPARATED FROM ONE ANOTHER BY A LANDSCAPED AREA THAT COMPLIES WITH SECTION 32.7.9.5(B), (C), (D), AND (E) AND IS AT LEAST TEN FEET IN DEPTH EXTENDING THE LENGTH OF THE DRIVE -THROUGH LANE. SPECIAL EXCEPTION SE202000029 APPROVED BY ALBEMARLE COUNTY BOARD OF SUPERVISORS ON MARCH 17, 2021. THE FOLLOWING CONDITION APPLIES TO DRIVE -THROUGH WINDOW HOURS OF OPERATION: THE DRIVE -THROUGH WINDOW MAY OPEN FOR BUSINESS NO EARLIER THAN 5:30 A.M. AND MUST CLOSE NO LATER THAN 10:00 P.M. DAILY. 4" TOP OF CURB R=2" j/,\<X��j • .4 6„ SURFACE 18" \�jx//\ ° BASE \//\ VDOT A-3 CONCRETE CONTINUE 21B STONE BASE SUBBASE FROM ADJACENT PAVEMENT SECTION UNDER CURB " VDOT STANDARD CG-2 CURB No Scale �4„ 2„ R ° e CONC CURB AND GUTTER CLASS 3A, / (fc=3,000 PSI) CONCRETE j6" / a ° 13" a ° 7" // \ a ° c° d r 4 M1 -0" CONTINUE 21 B STONE COMPACTED BASE FROM ADJACENT SUBGRADE PAVEMENT SECTION UNDER CURB VDOT STANDARD CG-6 CURB & GUTTER No Scale ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES 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 erasion 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. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). - pLTH OF'se G U CRAIG W. J. KO'rARSKI > Lic. No. 0402048507 e,n 6115121 r•� H Z O a cc u V) w 0 Z O V) w w a 0 i@ DATE 312212021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE N/A W 5 z > Q N C J W _I g O z `o a C r a o G Q w > � J L y U� /t�) V l Z a L c 0 r w Q o 6 M J O� 3 N Q N w w c0 L o c Q O V) Z� m o F U 0 D0 M Z W Z 0 `o JOB NO. 47165 SHEET NO. C1.0 12 © KNOXz Recessed Mount .th Face Flange High Security Indue Smlace Mount The number one high -security KNOX-BOX® is used for most commercial applications including businesses, schools, government and public buildings, community associations and apartment complexes. The 3200 Series KNOX-BOX holds keys, access cards and other small items necessary for emergency access. The hinged -door 3200 Series KNOX-BOX is more convenient than the lift-off door version because it allows single-handed operation and opened or closed, it's all one unit. Features and Benefits • Holds up to 10 keys and access cards in interior compartment • Ensures high security. Box and lock are ULe Listed • Includes a Knox -Coat" proprietary finishing process that protects Knox products up to four times better than standard powder coat • Resists moist conditions with a weather resistant door gasket • Hinged door allows single-handed operation • Colors: Black, Dark Bronze or Aluminum Weight: Surface mount -8lbs. Recessed mount - 9 Ibs. Options • Alarm tamper switches (UL Listed) • Recessed Mounting Kit (RMK) for recessed models only • Inside switch for use on electrical doors, gates and other electrical equipment Knox -Box• 3200 Series HINGED DOOR MODEL trieVGovernment Key Box if Front Yew a Heavy 1/6' Thick 5telnlese 5tsinleDe Steel Steel lack corer Door Hinge 4.. Hole for © temper deal o-- 1/2" solid MAU elect door with gasket L 1/4' 5olid Steel housin 7' HIGH 9 100%Welded 32M 0 rle a Meat Front View Bide Yew F 7WIDE3"DEEP- - 1/4° etal "ad. 1007. Welded 7 K 7"'flange (receSeed model only) 3200 Recessed Peat Ordering Specifications To inure procurement and deliveryorMe 320050arKNOX-BOX, it iamppested that the following specification paragraph be used: KNOX-BOX surtace/recessed mount with hinged door, with/without UL Listed tarTlper switches. 1/4" plate steel housing, 1/2" Ihick steel door with interior gasket seal and stainless steel door hinge. Box and lock UL Listed. Lock has 1/8' thick stainless steel dust cover with tamper seal mounting capability. Exterior Dimensions: Surface mount body- CH x FW x 3-3/4'D Recessed mount flange- 7"H x Tit Lock: UL Listed. Double -action rotating tumblers and hardened steel pins accessed by a biased cut key. Finish: Knox -Coat° proprietary finishing process Colors: Black, Dark Bronze ornuminum PM: 3200 Series KNOX-BOX (mfrs rat. ID) Mfrs Name: KNOX COMPANY NOX COMPANY • 1601 W. Deer Valley Road, PhoenX, AZ 85027 • (800) 552-5669 • (623) 687-2300 • Fu (623) 687-2299 • Web: www.moxbar art • E-mall: IldoOlancDoxcom CC-12 A 45 DOWELS. a" LONG _I PERMISSIBLE 3 AT 12" C-C CONSTRUCTION 5' MIN. JOINT 12.1 MAX__ •O 4 IM1 i L-\ 12:1 MA% 1 7'S T =i B �j u 1 uAx � 1� WITH BUFFER STRIP RAP RAMP (SEE TABLE) A (SEE TASLEI TRUNCATED DOMES SEE SHEET IOF 5 FOR DETAILS 5'-O" MIN SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB a 20:1 4 2'MIN. SECTION A -A PERMISSIBLE j CONSTRUCTION JOINT ,Wn o 5 SECTION B-B NOTES: FOR GENERAL NOTES ON THE DETECTIBLE WARNING SURFACE, SEE SHEET IOF 5. THE REQUIRED LENGTH OF A PARALLEL RAP IS LIMITED TO 15 FEET, REGMOLESS OF THE SLOPE. TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET a" CURB 6" CURB 0 a 6 5 7 2 5 a 3 6 9 4 B 12 5 10 5 6 14 S 5' W MAX. y 4 MAH WITH BUFFER STRIP WITHOUT BUFFER STRIP 3, o CROSSWALK -"'- 4 AW, II II 7m �/ W15[E Ci 1RAVELWAY CROSSWALK CURB 9NPE I AmvOED rpl FERPENM.YM CROSSWh mT,N 1,c w,AXED tlM55eNX NIEA TYPICAL PLACEMENT AT INTERSECTION s•wlRii T� WITHIN CROSSWALK P T L.HIYNc .eH Mu. DIAGONAL LACEAIEN Yd4 LAIp1L .en Mu. LNpY 4e"MAX. sL w xo• CURB _ 5,� = cuRe g f� CROSSWALK CROSSWALK ^2:1 K t GRASS CURB R N CURB WITH BUFFER STRIP cmcRETE rc WITHOUT BUFFER STRIFV `VDOT (` CIS 12 DETECTABLE WARNING SURFACE SPECIFICATIDN REFERENCE ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE TYPE B (PARALLEL) APPLICATION '05 203.07 07116 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 CG-R NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) GENERAL NOTES: CURBWHEN WMRMNG SURFACERYARDS) (AREA IN SQUARERE 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS 15 A SEPARATE PAY ITEM AND SHOULD BE SUMMARIZED FOR EACH CURB CUT RAMP. 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 12:1 MAX THE REQUIREMENTS OF THE SPE IS PROVISION FOR STABLE C 0 t DETECTABLE 4 :1 MPX B WARNING SURFACE AND SHALL BE SUBMITTED TO THE STADARDS ARID STANDARDS AR SPECIAL DESIGN SECTION FOR APPROVAL. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP { FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. B 4, IF RAMP FLOOR 6 PRECAST, HOLES MST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINNG FLARED SIDES CM BE CAST N PLACE AFTER PLACEMENT OF t0'1 MAX PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A 5. REQUIRED BARS ME TO BE NO.5 X B" PLACED TCENTER TO CENTER ALONG PERPENDICULAR BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAP FLOOR. MINIMUM CONCRETE COVER Y/i'. 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED N PAYMENT FOR CURB / CURB AND GUTTER. 7. CURB RAMPS ME TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTEDBY THE ENGINEER. THEY ME TO BE PROVIDED AT INTERSECTIONS WHEREVERAR ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY t%tTY2PE'B CROSSES A CURB REGARDLESS OF WHETHERSOEWALK IS EXISTING, PROPOSED. OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AM SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES EXISTING LIGHT POLES FIE HYDRANTS, DROP INLETS. ETC. ACCESSIBLE ROUTES PROVDE A ISONTN0005 PARALLEL UNOBSTRUCTED. STABLE. FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CM BE APPROACHED. ENTERED AND USED BY PEDESTRIANS. v i / B. RAPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT I to THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK ANDNN12:1 MAX . THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS T PERPENDICULAR TO THE CURB. S.yN\]- x:)x )K 9. TYPKAL CONCRETE SIDEWALK 5 C' THICK. WHEN THE ENTRANCE TIDY CANNOT ACCOMMODATE THE TURNING REOUIREMENTS OF ANTICIPATED HEAVY TRUCK 4'MIN TRAFFIC, REFER TO STANDARD CG-13. COMMERCIAL ENTRANCE (HEAVY Aix 2" ARCHER THAN TRUCK TRAFFIC) FOR CONCRETE DEPTH. , EDGE OF PAVEMENT T 10. WHEN CURB RAMPS ME USED IN CONJUNCTION WITH A SHARED USE PATH, AT MX .SALE AS TOP OF CURB THE MNR WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. AM 11. WHEN ONLY ONE CURB RP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C A 4X CLANGING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GONG INTO THE TRAVELWAY. THIS 4-1 4' LANDING AREA MAY INCLUDE THE GUTTER PM. 12. ALL CASES WHERE CURB RAPS INTERSECT A RADIAL SECTION OF TRUNCATED GONE n C-C ie CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE .6"-2.4" -, d WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD O O O O 0 -MODIFIED AS RECOMEHOED BY THE MANUFACTURER TO MATCH THE BACK OF CURB, O O O O 0 0 0 0 0 0 0 - u u 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �o ,O LANDING + 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O O u 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - %-5% ATOP T TER - 000000000000000 DETECTABLE WARNNG o AT BACK OF CURB SEE NOTE R. "' BASE p R VARIABLEHILL WIDTH OF RAMP FLOOR _I pqY LIMNS DETECTABLE WARNING TRUNCATED DOME INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING DETAIL \VDDr CG-12 DETECTABLE WARNING SURFACE SPECIFIC NC REFERENCE ROAD AND BRIDGE STANDARDS SHEET IOF 5 REVISION DATE (GENERAL NOTES) 105 203.05 07/15 VIRCINIA DEPARTMENT OF TRANSPORTATION 502 SEE STAROMtAD St FOR MPLMABIRY OF SAFETY SLABS. B STANDARD MI4-I NOI 1 FRS A COVER THE TOP OF MASONRY IS TO BE LEFT SUFFICIENTLY LOW TO PERWT PROPER L ADJUSTMENT OF COVER AO FRAME TO GRADE BY THE USE OF MORTAR OR c BRICK AS DIECTED BY THE ENGINEER. 2._0,. < U y •• o �S r' ND-ALED OST�A TTAIN 2 MAY 81 SUBSTITUTED FOR TAPERED o 1 S7icTKIN WHEN APPROVED BY ST-I J- e f- • DIAETER • 4'-e•4 (2 X WALL THICKNESS, _• m SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK 45• HALF PLAN VIEW B HALF SECTION A -A (WITH FRAME AND COVER REMOVED) BRICK CONCRETE NOTES, 1. QUANTITIES SHOWN ME FOR MANHOLE WITHOUT PIPES. THE AMOUNT DISPLACED BY PIPES OUST BE DEDUCTED TO TABLE OF QUANTITIES DEPTH BRICK MANGLE CONCRETE MNE BRICK CONCRETE CONCRETE FEET THOUSANDS CU. YARDS CU. YARDS 4 0.3 07e5 1.437 5 0.7 0.7110 1.DW 6 0.9 0.755 1.961 7 1.0 0.765 F223 0.785 z.485 9 1.4 0.785 2.747 O 1.0 H 1.9 ] .4 12 2.2 7 13 2.5 0.970 {.n9 14 2.8 70 4. 15 J.1 0.970 4.B0.J In 3.4 7 17 4.0 INCREMENT 0.45 OBTAIN TRUE QUANTITIES. 2. A BASE THICKNESS OF 9• WAS USED N COMPUTING CONCRETE QUANTITIES. 3. INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FOOT OF DEPTH. 4. MATERALS MAY BE MM CONCRETE OR APPROVED CONCRETE MNINOLE BLOCK. 5. IT BLOCKS ARE USED THE MNNUM THICKNESS OF SATE IS TO BE 5". OTHER THpOESSES ARE TO CONFORM TO WILL THICKNESS SHOWN FOR CONCRETE. s. ALL CONCRETE TO BE CLASS AJ. ]. WHEN SPECIFIED ON PLANS THE INVERT IS TO BE SHAPED N ACCORDANCE WITH STANDARD 5-1. THE COST OF FURNISHING NO PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED N THE BD PRICE FOR THE STRUCTURE. SPECIFICATION REFERENCE MANHOLE FOR 12" - 48" PIPE CULVERTS ROAD AND B�STAwAROS 302 VRDMA DEPARTMENT OF TRANSPORTATION REVISION DATE SKEET 1 OF 5 Da.o1 ri�moonHI XXX � •• • 1'•' NOI SHAPING OF MANHOLE AND INLET INVERTS N ACCORDANCE THIS DRAWING TO TO THOSE STRUCTURES SPECIFIED TO IS APPLY ` ON PLANS OR WHERE INVERT OF PIPE 6 ABOVE INVERT OF MOPE GRIN! TO INVERT OF STRUCTURE. j/ OUTLET PINE ` MANHOLE ORW INLET TO ff FORMED CONSTRUCTED I OR IN ACCORDANCE WITH APPLICABLE OR DRAWING. N HEREON I CONSIST THE INVERT $MM9/C AS DETAILED HEREON IS TO CCLAST A 94WRTSH �I PORILAIO CEMENT CONCRETE MD CONFORMING TO CLASS u OR •9 3 CLASS C1 E%CEPT THAT 25X OF COARSE IG(XEGATE YAY BE UP TO C1 IN DUI,ETER NO CONSIST OF STONE, BROKEN BRK I(, : T..,. BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE SHALL BE LEFT SMOOTH BY MEANS OF TWO TROWELING. IONS OF 7HE COMM AGGREGATE SHALL REMAIN EXPOSED. • , DETAILS OF NVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE PURPOSES ONLY. EACH MANHOLE OR DROP NLET 15 TO BE SHAPED INDIVIDUALLY TO BEST FT THE PARTICULAR INLET AND OUTLET ����j CONFIGURATION AND FLOW LASS. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES ROM AND STANDARD METHOD OF SHAPING �RE� SKEET , aF , REVISION DATE MANHOLE & INLET INVERTS r3O2� KIe.08 VIRGINIA DEPARTMENT OF TRANSPORTATION FACE OF CURB PAINTED PER VDOT SPEC. TYPI( No Scale CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND i HANDICAP SIGN LOCATION (VAN) MOMAN 9' 9' ACCESSIBLE 1 CONCRETE BUMPER BLOCK AS NOTED ON C4.0 FACE OF CURB 4" PAINTED STRIPE (TYPICAL) HANDICAP SPACES REGULAR SPACE PARKING SPACE DETAILS EXISTING PAVEM H a SAWCUT THROUGH EX.SURFACE COURSE w & REMOVE PAVEMENT \ 2' MIN 2" + PROPOSED PAVEM MATCH EX. CROSS SLOPE UNLESS OTHERWISE SPECIFIED ON PLANS PROPOSED SURFACE COURSE _- uosemW� v�u. �� www� I I 01 I I III\ �.1 yMI I 9L N� N FOJn Ar F TS FS L 4 S, •. m^, e • EXIST GRADE METAL INSPECTION FRAME W/ SOLID LID (NEENAH R-1975 OR EQUIVALENT) 3" CONCRETE COLLAR CRUSHED STONE BEDDING 6" DI CLEANOUT PLUG AT END OF LINE CLEANOUT DETAIL No Scale SIGNAGE NOTES: 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY REVISION THERE TO: A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. D. THE 2000 INTERNATIONAL FIRE CODE. 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN NOTE 1 ABOVE. 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. SOLID WHITE LINE 24" (TYP ) STOP 12 (VARIES) STD. R1-1 NOTE: STOP SIGNS TO BE 30" WITH STOP BAR DETAIL HIGH INTENSITY SHEETING NO SCALE SOLID WHITE LINE 6' 2 2' (TYP.) (TYP.) STRIPING AND SIGNAGE DETAIL No Scale CURB TRANSITION DETAIL No Scale SIGN STD. U POST GALVANIZED REFER TO VDOT STD STP-1 DETAIL FOR MOUNTING REQUIREMENTS SIGN AND POST DETAIL No Scale py FESERVIED P/1F7VN PAWM 9L.y�f 9tlyl�l Lb.ZOI 9NV - isoo RE TOW AWAY ZCW VAN 6' ABOVE AOCIES9BLe 6' ABOVE FINISHED FINISHED GRADE GRADE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE. M. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN IRDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUNI PARKING SIGNS FOR THE DISABLED No Scale ASPHALTIC CONCRETE SURFACE ;CURSE - SM-9.5A 0" TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE ------------- DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale 1.5" ASPHALTIC CONCRETE SURFACE COURSE - SM-9.5A 2.5" INTERMEDIATE BASE COURSE - BM25.OA 8" TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE -D DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale EXPANSION JOINT WITH PREMOLDED EXPANSION 1/4" SEALANT FILLER, "ZIP STRIP" OR NON -SLIP BROOM FINISH EQUIV., SEAL WITH VWVF 6x6 W2.9xVV2.9 SILICONE SEALANT 2" I6"4,000 PSI AIR ENTRAINED PORTLAND CEMENT CONCRETE 6" TYPE 21A STONE COVER nm / COMPACTED SUBGRADE (CBR 4 DENOTES HEAVY DUTY CONCRETE PAVEMENT ON PLANS HEAVY DUTY CONCRETE SECTION rNo Scale NON -SLIP BROOM FINISH VARIABLE WIDTH' MAX. CROSS SLOPE 2% 4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 21 B STONE COVER NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS CONCRETE SIDEWALK PAVEMENT SECTION No Scale R= Y4" 1" CONTROL JOINT SPACED AT WIDTH OF WALK (MAXIMUM) 1 y} EXPANSION JOINT AT MAX OF 30', WITH PREMOLDED EXPANSION FILLER CONC. WALK COMPACTED SUBGRADE CONCRETE SIDEWALK JOINT DETAIL No Scale P 6'LENGTH 4" 21-B STONE 5 ANCHOR WITH /B REBAR IMBEDDED 24" IN GROUND; 2 PER WHEEL STOP PRECAST CONCRETE WHEEL STOP No Scale �C,p Tlf!P ON >r O- U CRAIG W. J. KO')ARSKI > Lic. No. 0402048507 en, 6115121 All n E 0 u N 6 N > E 0/ E w LU 3 Ww U. In U.0 C iri Z Q , t U m Z W w -M O (IOW NV Z EL ti cc �U ti QO(nnQ w W (if cc WO Nx vry Z O O U(A H y0 N > Z Q' LU Q a" �* IY O U �W Rj J Qw U CC:3 ~ Q o co W O Z) a = W R L�coQ 0 Qa > I- w NLU N 0 p I_ �v� U 0 (n ti a v o Z O DATE V) > 0 3/22/2021 DRAWN BY A. FONTAINE r • DESIGNED BY • A. FONTAINE • CHECKED BY C. KOTARSKI • SCALE N/A • amUj o 5 z Q N W N 0 JsJ O C z W S 0 N N L Z G Q CO c U..� > J _ L } < c Z c D LU o J U c 1-k U Q o Mw�x J 06 3 N w LU a m o Q I__L i Om Z',6c E g RI 0 U D_ O (7 M N W Z f- L `o I 8 0 ii N L N `D 0 N JOB NO. In It 47165 2 m c SHEET NO. c C1.1 NON TRAFFIC INSTALLATION NYLOPLAST 12" DRAIN BASIN: 2812AGX 1201DI 1299CGC APPROX. DRAIN AREA =3B.75SO N APPRI WEIGHT WITH FRAME =3B.BD IB$ M%iOX WEIGHT • 15 LBS ED TIEIO.D. DRAIN BASIN INLINE DRAIN FRAMEa GRATETOMATCH aoO - E& GRATE TO MATCH GRATECOVER GPATEAA%IYYER QOb • • s�Q�QOQ� Ir MN WIDTH OUDEUNE TRAY LO L A S T TOPSOL TOPSOIL �� �•� HNGFDOOVER M FOR EASY ACCESS MNIMUM PIPE BIIRL11 O o/ 31G A / AA T\/� \ / / DEPTH PER PIPE (3) VARIABLE INVERT HEKWS RECOMMENDATION AVAILABLE (ACCORDING TO (MIN. MANUFACTURING !'RAINTWCIWESSGUOELINE 13 9 366 1B1 PUw57TAKE OFF) REG. SAME AS MN. SUMP) ANGLESIs) 0 or VACCOMDMO HJ TRAFFIC LOADS: CONCRETE SLAB DMENSDNS ARE FOR RAJrs GUIDWIE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE AP DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CON' TRAFFIC LOADING, a OTHER APPLICABLE DESIGN FACTr ­ SEE DRAWNG NO. TOD1.110.111 FOR NON TRAFFIC INSTA. DN OGCTI 0I LE 1Rfed (3) VARIABLE SUMP DEPTH �' u k 5 ACCORDING TO PLMIS N `\ WATERTIGHT JOW 4YMi (6'MN. BASED ON �� \ (CORRUGATED HOPE SI OWIt) RIN MANUFACTUG RFD.) 1 MYN f'MIN ON S 24• 1,11NONWaW \ \% O TRE BACKFILL LIWLL BE CRUSHED OR OTHER OF INLET OUTLET �� THE CRAIAIEM MATERIAL MATERIIAL AS REQUIREMENTS NTSD2321.CLASS1, ANULARMTRIAL CEASING Ct CLASS ASTIM --1TF CORRUS(AOSN VCSElYORDWLWNI, TEDHOPE DSN-12MADAPTERS NCOR UAIABLL, SINGLE0),PVC ALL), NOS, HIPCO PVC EADSHAO2CORRUWALE), , AAN 125 U FACE DRAINAGE BEDDING CKFILLIII OR SURFACEE LETS SHALL FOREN INCEYfl1 NLBE (EX: C PVC OWV (E%: SCH ION, PVC C90oC805, CORRUGATFDaRIBBEO PVC CORRUGATED & RIB ED PV THE BACI6LL MATERIAL SHALL. BE CRUSHED STONE OR OTHER PLACED !COMPACTED UNIFORMLY IN ACCORDANCE WTIH ASTM 07321. COMPACTED ACCORDANCE GRATEOPTIONS LOADRATING PMTa GRAWMIMTERVLkEETNGT MCA)fEMENTSOFCLAMI, THE BACKFlLL MATERIAL SHALL BE CRUSHED STONE OR OTHER �� NmEm µio 1s��cca CLASS III OR CLASS HI MATERIAL AS DEFINED N ASIM OZRI. GRANULAR MATERIAL MEETING THE REOUIREENTS OF CLASS I. WETS H]A taNccc' m 13.38 BEDDNGa BACKFlLL FOR SURFACE DRAINAGE INLETS SHALL BE CUT$ II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. PEgnnAll wA tNRWPB Tm' - PLACED aCOMPACTED UMFOMLYINACCORDANCE WTIHASTM D2321. BEDDING a BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE DONE wA INN]M 1w'. PLACED a COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. DROP NDMTE 11OIf OlIY t20td Tmr.".. I - GRAlF6AJIXD COVER9HALLBE 011CR1E MOM fERA41MASb (VUdEAN165, DIMENSIONS ARE FOR REFERENCE MY M6RENf aSClOBF99UBJECT WTIFRN WHIp1 URAREN BY CA W1ERW NYLORART W6ROOPRETMY RNSO6. TIERECFPT 31NVFRON Aw BUFORD.WNl11 tN/]��7 WHIM THE ETCFTgNOFTNEEIENZE (NOTE MN TD6ROSESWNECTWT MW pM11NRT EBC MATERIAL 2. FPN1ESSHNI EE OUCRFIRCNPFA I6TN1 ASlfi GPAOF ID3DO NYLWASi WAPROPwETANPod116 THERECEPT 3INVEROWAVE MIfMO,W NATO ACTUAL DRFlISIONI GAY VARY DIMENSIONS ARE IN INCHES LH6 RNO a9aAEE9 SUSELT WTTFRN WHKx OM W AREA MATERIAL NYLORA6TNAR PPCFAETMY RCAR6. TNIEIECEM 31NYEROWAVE aVORD.W Nlt3 DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY TM RIN 106CLOSE66UBJECT NATTER N w"tH NnORASTMMPPoFltETMYR6HTS THERECEN'T mmr EEC WTERIAL ® 31MVERXI BARON. W NS13 ORPOSSF9810NMOONSP111TOOESNO WrtHI GATE !]HI Plrl R711N2allT 3-ENNN BASN TONE CUSTOM NMUFACTURM ACCORDING TOVWI DETAILS. OR PC65ESSNN OP TIRSPR•ITODE4NOT mIFER GATE /1NlM PIIN RdIaflf] GRATE HAS LIGHT DUTY RATING OR PoBSEtSMM OTH6PBt1TLU'FSMETDU:EA GATE 3at4 RMTHb)=-NU DIMENSIONSMEINNCHES ORPoSSE65Xk.'CFTN6PHNTDOESWTCCNFM WTE )yF{ WCTIE NqI R1X IngfIII]IO TRNI6FFF DRLICEN6E ENE USE CFTIE OE6MN Qa �+� Pl RMITTNEaN110 N O ass PoSEHS MEHEIDED FOR NlSW90JEi M'WET09NPPIIGRESTRICIXINS. Tpµ6FER Ot LX96ETNE U6E0FTNE DE4W10M1 N aSi fAjmIDi3NR SEE DRANM NO-HM-I IDNw � GUKITV' MATERIALS SNAIL CONFORM TO A$TM MiB GRADE Maf,0$ TRIN6FFROR UCEN6E ME U6EOF LNE OE6XNOT1 j,� ast iNHtTiIEII.]tlll GRATE MEET$H420 LOAD RATING TR.W6FFR.ORl10EN6E THE USE OF THE DESIGN OR NylO}Elast fIS �Mi-]Mi TEONFAL NFa11MTEN 9H0/MIDEM REVISED BT wx PNOJFCT XOMAYF r.X'"„0 '� M. DRNNAO COMECOON STUBJaxi tNMNE535HA11 WIIFpW tt1 TEC""IGY •EaDATIM 6NDWx NFADI RE\®BY MN ROAK'T XOAMME ." W�m" PAW: ARE FURNISHED WITH A&AC(PAW 1ECHxFH NFaHWMN 6HaA1M MEIEN REV®Hr EBC NMLLTNOAINE ,rwnYNPlNlmmm DUALITY: MATERIALS SHALL CONFORM TO PSTMAii6 GRADE 70.50f6 TEMNxx IMF REASEDNY ERC R 01KXAWE .A 2' wvn REPRCOUC110N CF M6Ra?dI N1Y EFpAIATCN CONTANm IBEIrL ai LLNMUFILTMEOANY T1TLL MwNBABNLENNEDRAN REPROdISOMERF RNMU tltMY NFpWAIY}I A51ND3113 MPEU09w1>MMCaMdYl wAul. Clxrtax®xERENORNMUFACTUREOMY TTRE SIZE AAEaON MSA&UIY MEETSREQUIREMENTSREGISTER REPR[pI1C11CN6iN6PRNi 0R NlYINFCRLHTNIt CONTMIEO NEREMM WHIIFACHAEOIM' TIRE SHEDA&Arl(PNM PALM:CASTIGDEVI G$MILABLE THIaMS T MYIN C01ITMICT.M iMISRUlTa1N1Y INFCAM4TIW COxTAIxEONEREIN, OR AU.NUFACTMgEONm TREE MTKIEIETEFOM.FaMTIED910aMET0OR GATE BS1111 NON TRAW NSTALLRIdM SEIARNUGSIED N12 tE,SRGSEWEa ARTIRENMEFROAFa1THEaSa.OSUIE TOOIIEIG D*h p11.16 12NORIN BASH IERCX SPECNDAWROI pETM AS PART ACT q3 STATED MFEDERAL REGISTER PARTIII, DEPARTMENT OF AFTME HEREFRONL Fat THE D6QOGURE TO OT1ERS DATE 1-1311 13N pxDPM UPON LOCKING DEVICE AVAILABLE UPON�WEST SEE DFAWING NO, MTICLE HERETRCM, FOR THE DOO.MURE TO OMO6 WTF }1ia t1NSONCOEAABNEMYv 6 FEFIME N. EXOET BY 6PECFIC MITTEN S.PWPTFR4CMNEMWNTFD CN MY MAEO'T0310' TOOETERNMENNWM 6FfAEJODFH. EICFPT NYSPECNICNWaB1 JUSTICE, 2a CM PART3B. 6FaNCCEN, E%CETNSPECIfIC'MtlTTBi 7C01-•1D 3 I6FOIaECEN, EXCE"UREOICNFaTTEN Pn WNTN FROl' NY1OPLATI AYUNAR DAREm A 11 10 BLED IO1 VAG NO. 71N.11N111 REV i MOE BETWEEN AOATFRS6EEOAWNGNO ]OL11SpR PERNSSKM FROM NYLOSMT. tl.7 Mm A SOME 11E SHEET tOF1 1110. 7N}1141N REV E PEANSSXwfROINYLOPIAST. +nmNr MINCE A SCALE It MEET 10i1 M110, 7M411p MEN D PERM6SIONFNO3NnO1rLAST ,nNNN, ONG= A SCALE 11 SLEET foil DWG 110. 701.1%M REV C GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL g4• I INITIAL BACKFlLL 24 IN e rr e• e• MI MIN. MIN. 6" BEDDING ,#68 STONE • STABLE SOIL ROCK • SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTABLE e 4 1 a INITIAL BACKFlLL 4 I e' e• SOIL\ I • MIN. MIN MIN #68 STONE �''•'•<. RANULAR FILL AS •'` ' • ' �APPROVED BY ACSA T CK' STABLE SOIL OR ROCK, NOTE : 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFlLL. 3.THE INITIAL BACKFlLL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 PIPE TD DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL SIZE OF FEE W.YD. W.YD. BEND L H T L H T 90 250 2.50 3.01 0.24 4" dE 8" 45 200 2.25 2.60 0.15 200 225 2.50 0.15 221/2 1.50 2.00 252 0.10 11 1/4 1,50 2.00 250 0.10 90 3.88 3.18 3.21 0.48 45 288 2.88 277 0.28 8" 221/2 1.86 2.18 289 0.13 3.16 2.91 2.68 0.32 11 1/4 1.68 2.16 287 0.13 BO 4.83 3.83 3.42 0.83 10" dt 12" 45 3.33 3.58 295 0.43 3.83 4.00 283 0.52 221/2 2.33 2.58 2B6 0.24 11 1/4 1.83 2.33 2.84 0.18 PLACE 5' GALVANIZED " WITNESS •POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS 'ol AS DIRECTED. MARKER LOCATION MAY BE SUBJECT ;• TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE o I ADJUSTABLE TRAFFIC RATED II II VALVE BOX W/ LID z u a Z N a --- M.J. GATE VALVE WATER UNE 2500 P.S.L. CONCRETE d 2'z 2' BEARING AREA. THRUST BLOCK •,Q e < d . d 'b a NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (8) INCHES ABOVE GRADE. TYPICAL GATE VALVE TUTS FIG. W-5 wwwwCW111j1 Hydrant Flow Date of Report ServiceAuth6rity 3/18/2021 Test Report Location SEMINOLE TRAIL PressureZone URBAN RING Date and Time of Test 3/18/2021 11:02:00 AM Minutes of Flow 1 Pipe Size (Inches) 12 Pressure Hydrant 11787 Static Pressure (psi) 106.5 Residual Pressure (psi) 87.2 V q20 Looped LI q20 Multiple Inline Hydrants C] q20 Single Flow 11 Sprinkler Test Single Flow Flow Hydrant f11 11137 Pitot PressureMI (psI) 47.45 Yellow 1 Vu Test Flow 1 1161 Flow Hydrant N2 10604 Pitot Pressure 92 (psi) 63.06 Yellow 2 IY1 Test Flow 2 1323 Flow Hydrant R3 Pitot Pressure N3 (psi) Yellow 3 I -I Test Flow 3 0 Total Estimated Flow (gpm) 2484 AW WA Q20 Calculation (gpm) 5710 INP.ANR m D2o maolY,'IP:"mlrea Pre:ro.r aPP NN aTD OR A,ae,PNPMNr mNl Comments Hydrants opened all the way. Mar memoe at rakaNn Rla IVwwen"red P«Mre emu:n: fee, di, . 13. wNili "M wn Nlkle I xwrrNl Man.lemem mA Oper.ixn, AwwA. ro<WR•.. PaNraeW"arAs x,r rn morn D,a, wN••meN w•" Signature of Tester: /d. (AMµF 'j Test Hydrant f Flow Hydrant CRIMP AND ROLL END OF COPPER PIPING I 42" MIN. REMAINING COPPER PIPE TO BE VERTICAL \ 24" MIN. SHUT-OFF CORPORATION STOP Flow Hydrant TYPICAL SERVICE TAP ABANDONMENT TUTS FIG. W-6B 3 HIYMNN viea,Owll.nhlp ACSA NWNr^ rvk* ALGA Fire LVN 1a waer MBin dBo,aMut 1MM11..lxlwla N•N.arswl..o1MANMla lnswmMPnVrmaRWrll N aI _ Npa NMonrNIa NN6alalY TMi RERWRNrIaYINr6,ibrElll alW lliV N1MIP.NItYINY ylt�� (^�1._.'y PMRA'N IIOBII�NNLt•In PMPV1•N TN1 NNMaNMnmBNmo•n R•4Waa•1 Malt. \\, �t/]E IwwN.ESN. lift Na•,•IIIN'aN,SANMNe41NW1•III*/Iw Van WOpC*rvN 1Z�4,/! Service /�� ��/Ice AA•IIIr• 1N.aMaPNnX NIr aINIII13wIaMPwsRiomwE.aw•IPX*ulaPMiNN 'ty imPM•IIMM.papWNMaBWYIIwYbpFMalAbnNSmaN/NkNrcTMUI•Ca BW $ °spM1inea"'0" « c«INaAceraa.Nr.p uEeaLalo�NY+N`: E0°OpN,a�llN.la«I MINTmgNyecanlnwwl aVLglVI 0 125 250 375 SW Im.mFniA�rdA�le cniOYr�" Fce1 44• NIA. We NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (1 1 /2" METER) N TS FIG. W-7B 24' 8"MIN EMBEDMENT SPRING LINE O OF PIPE N0. 68 STONE - - REMAINING BACKFlLL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFlLL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ,\'(ALL PIPE) NOTE 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH N0. 21A STONE. 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF N0. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF N0. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH TUTS FIG. S-3 ;pLTH O U CRAIG W. J. KO'1'ARSK[ Lic. No. 0402048507 fr_'Pn, 6/ 15/ 21 ��Ed • • • CL Z O f i Z O a U In W O Z O W TIT DATE 3/22/2021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE N/A LJ u W 1 11!GO z Q � c N W � N z`o Q W' Cf) J U)�Q� Z �w� � c (� E , W J � 01 N 3 c N m w Q O Q Z o m Y E g U a O W Z F `o D V / J08 N0. 47165 SHEET NO. C1.2 TD- 34 & ,C 1.6 > Original Proffers _Yes Amendment PROFFER STATEMENT Revised January 3, 2020 LMA No. 2019-0001 1 Tax Map and Parcel Number(s): 045B1-05-OA-01100 Owner(s) of Record: Commercial Rentals, LLC Date of Proffer Signature: J - 202—Q 0.702 acres to be rezoned from "Commercial Office (CO)" to "Highway Commercial (I lC)N Commercial Rentals, LLC, is the owner (the "Owner") of real property described in Albemarle County records as Tax Map and Parcel Number 045B I-05-OA-01 100 (the "Property") which is the subject of rezoning application ZMA No. 045B 1-05-OA-01 100. Pursuant to Section 33 of the Albemarle County Zoning Ordinance (Chapter 18 of the Albemarle County Cade), the Owner hereby voluntarily proffers the conditions listed below which shall be applied to the Property if it is rezoned to the zoning district identified above. These conditions are proffered as a part of the requested rezoning and the Owner acknowledges that the conditions are reasonable. Each signatory below signing on behalf of the Owner covenants and warrants that it is an authorized signatory of the Owner for this Proffer Statement. Proffer I. Uses: The following uses will not be permitted on the Property: I. 24.2.1 (5) Churches,cemeteries; 2. 24.2.1 (6) Clubs, lodges; 3. 24.2.1 (13) Fire and rescue squad stations; 4. 24.2.1 (14) Funeral homes; 5. 24.2.1 (23) Manufactured home and trailer sales and service; 6. 24.2.1 (24) Modular building sales; 7. 24.2.1 (41) and 22.2.1 (b)(3) Religious assembly use, cemeteries; 8. 24.2.1 (4 1 ) and 22.2.1 (b)(4) Clubs, lodges; 9. 24.2.1 (41) and 22.2.1 (b)(6) Fire and rescue squad stations; 10.24.2.1 (4 1 ) and 22.2.1 (b)(7) Funeral homes. Proffer 2. Sidewalk: A pedestrian walkway will be constructed from the building entrance area to the existing public sidewalk along Seminole Trail (Route 29), comprised of a concrete sidewalk with a striped crosswalk provided where the walkway crosses the private asphalt entrance road into the Site. PROFFERS No Scale FROM ELEVATION 8D86EViiM +519"' , SILL LY 1E OP9IWWE MESH STEEL BASE PLATE WELDED TO STEEL b POSTS A F- IQ'HOTDIPPED GALVMVED IEVELNG NUTS (B) REQUIRED I NONSTRUCTURAL SASECOVEfl N4TURALGRAUE OR ENONEERED FLL I 1 I, _ i L! •.1 � .I-.. t - I' FR IG WITH?(T EMBEDMENT. ANCHOR 4 PROJECTION ABOVE FOOTING (TYP. AT EACH PLATE) NATIYO.C. EACH WAY, TOP A BO OM T CUR. 3' S Z E' BTTE4VFfJR. FOQTNQ ETiB®MIMMIARED SV LCENSED ENO W EER DTE DOS CANOPY GROUND FOOTING Venion: 12/10,'12 t Proffer 3. Architectural Design. Any new buildings constructed on the property must be designed such that the wall facing Route 29 will serve as the primary building fagade, or the wall facing Route 29 must incorporate transparent windows and doors at a minimum, and may also incorporate pilasters, recessed or projecting bays, or similar architectural elements and will not be a single, undifferentiated plane. Proffer 4. Managed Slopes: The managed slopes and existing landscape buffer will not be disturbed within the 20 ft. parking setback from the rear property line and all grading and retaining wall construction will adhere to the requirements in Section 18-30.7.5.. The undersigned certifies that it is the only owner of the Property. These proffers shall run with the Property and shall be binding upon the Owner and Owner's successors in interest. 'IL T1�il �ii Commercial tales, LL,C% By: -4CknL G 0 6c4 c, Date: J oLyi t t cr LA 2 �2 Title: Y 1 a a P/1r U v b� O 'k II FOR ADGTIOWYRINFORMPiIONL A ORDER POINT CANOPY OLYMPIA BIKE RACK - SKOLY No Scale No Scale DTE PEAKER POST - DID 14148 3• [12 7C,I L I P T (12 ]cn] �s3 r-lY' [318nN CAP li'i• [31Dnn1 T' [25 dnn] TAPE b b DC2`CLFARANCEQ IYt• [3B.TnnJ }� Ir \ 9' [25.4nnJ TAPE e.T A s2 P x BTEELTUBET 33Ji B1 Q 85JCnJ I� CLEARANCE BAR HEDM _ AAY REWIRE_USTMEM r TOACCAMODATECURB ANDORFOUNDAIDN ] HEALER.-murALTDnER Igry. h TO PROVIDE l31'>T CABLE RISE LAVER SMUCTuRm.b It Vr LE AWUSTME47SS " 57Yi CD II TRINE EMBED by 145.4cn1 FIELD N BAMRAL f \ MIN 01 AMEN19(W , X ��• CURB" GRADE MAY EFILL EERED H VMY PER LOCATION S1 - 5'z5'z .' [6mm] SQUARE STEEL POST ROADBED 82 - TWO BANDS OF 1" WIDE ENG. GRADE SILVER/WHITE REFLECTIVE TAPE •3 - WELDED STEEL REMOVABLE CAP �I. 1418'+'ow rMLo"r•cnwANREO ANCHOR Sous 23Yz• W/POWDER-COATED S-S FASTENERS 59JcnJ (4) N TES ON A IO04-PATTERN WD11(B) O STIRRUPS® b4'O.CdSWOC.®TWN',TIENII-OFI .0 T"EREAER ?'' TMIN. CONIC. COVER OPEN END DGNOT WELD REBAR RAL7021 BUCK GREY, 10% SHEEN, EXT GO.IIESPONBEIE FOR FOUNDATIONS ALL FOUNDATIONS AND FOOTS ON MENU BOARD LIZ MDdINETXRBELEMENTS SIGNAGE VENDOR TO SUPPLY TEMPLATES AND COl1AND TqH-ILLUMIIATED SpMNE 14103 NSTALL MENU BOARDS ONLY. I 116iP[OD FOOTING ENOMERINO RIOI�RD BY MCEim BIONEER DTE CLEARANCE BAR GROUND FOOTING NON -ILLUMINATED BOLLARD NOTE: FOOTING DETAILS TO BE PROVIDED BY VENDOR UNDER SEPARATE COVER. CLEARANCE BAR I BOLLARD DETAILS No Scale I No Scale 2 LIGHT FIXTURE POLE. MOUNT TO TOP OF ENCLOSURE WALL WITH MASONRY FASTENER. r--- ---- ' r-r I I BRICK VENEER ON CMU BLOCK WALL CONTINUOUS ON CCRE E FOOTING CENTERED ON WALL SEE STRUCTURAL) � /LD1 Version: 12/101[2 MOTE: SCREEN WOOD TO MATCH BUILDING'S EXTERIOR DECORATIVE WOOD FEATURE BY AMERICAN ARCHITECTURAL MILLWORK. REFER TO EXTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION REAR SCREENING DETAIL No Scale PROVIDE LOCKABLE. FREEZE PROOF HOSE BIBS AS REQUIRED BY JURISDICTION CONTINUOUS CONCRETE FOOTING CENTERED ON WALL )SEE STRUCTURAL) 1 T STL. BOLLARD: b BEE DETAIL WmEJ(M.) I I � I i I l ' r------------ --------� n GATE SANG MN. IIA'. I TSTL POST. I MA%12D' FASTENTOFOOTIMG I / BELOW (TYP.) I I II I I i i T(15 )TNcK I I I CONOETE SLAB 1 I I I I I II 1 \\ I I I I 1 I II \ I I 1M'FLOOR SLOPE I \ II II � 1 1 I LJ � 1' -- L_L-_-_--_----i I I I I 4 ' I V-P(aEW3) r I 1 I [i/LSnnl I ( I I 11 TREKCH DRAlk PROVIDE TRAFFIC RATED I GALV3D I I REOUINFU®BY I BY I AT EAOI I I 1 � I DATEDK:IIUI GAZED OI+Biq t1YP.1 t'4 I Y� E I I I ASDT m vo5 )HIGH \\\\ WHEEL STOP I � I CONTINUOUS I I I I I ON3SDES I I \ S II L----------------- II ____J LJ I I I 1 I I I n FLOOR PLAN TRASH ENCLOSURE DETAIL No Scale MOOD WITH CLEAR CUT INTO KCENiEED122 DrrM) IETVVEENT(150m1) loaaos (2SMW W. TYPICAL "UBE STEEL POST WITH RJBE STEEL POST WITH rOP CLOSED. TYPICAL RASH ENCLOSURE FRONT ELEV. r SQUA BATTEI CONCRE FOOTII r. �Br- I I - OPTOTAL I - SEAM OPTIONAL I !'-O'(1SiS111111) SEAM TT DTE - WAYFINDING GRAPHIC DTE - WAYFINDING GRAPHIC DTE - WAYFINDING GRAPHIC ARROW - SINGLE ARROW - DOUBLE ARROW - EXIT NOTE: ALL WAYFINDING GRAPHICS TO BE PAINTED WAYFINDING GRAPHIC DETAILS No Scale � ... uz=ra TRASH ENCLOSURE LEFT ELEV. ��ALTH OF � O U CRAIG W. J. KOTARSK1 Lic. No. 0402048507 6/ 15/ 21 0, m E 0 N U N � C Q O > E „ E w _. 3 a LL c LL `mcc w0 om <� UDDoo Z J —Uri O a5gN N� a L7W Z 30Lna w LL 0 c FU>N O '^ V) 0 ON N N � M w � a� Go � ow �H Uri s O (D 7) 0 in w > aJ w F i Q U Q Z 0 in 0 • • • TRASH ENCLOSURE REAR ELEV. TRASH ENCLOSURE RIGHT ELEV. • 3 112- 1'-0T • CORRUGATED METALDOORS FINISH TO MATCH BUILDING CANOPY T GALV WIRED STEEL TUBE: TOP SEAL AND PANT TO MATCH DOORS (TWJ BRICK ROWLOCK CAP BRICK ROYA-0 K CAP - FULL WIDTH OF WALL GALVMIRED GALVANIZED W/ I%SLOPE TO LOCKABLE LOCKABLE OUTSOE SLIDE BOLT SLDE BOLT BRICK VENEER ON CMU BLOCIL WALL BRICK VENEER ON CMU BLOCK WALL - BOLLARD: PANT SOLLARD. PANT N TOMATO( TO MATCH BRICK WALL BRICK W� (2C) HEAWE BOLT812VAND HEAVY DUTY PAINROLLT TO CANE BOLTS MATCH BR" WAL II €€______________________ ___________�------_-- - y- p PAVING OFI -- _ _ _= I 11 CONCRETE G II I SLAB QW I I----------------- uq� R I I 1 Ir FOOTING; E STRUCTURAL : SEE AL _I _4 _J SUE AND REIFOR BOLLARD I 312E AND RENFORGNG I I I I FOOTING: BEE I I I '- BOLLARD i00TNG: STRUCNML. yt. _� L _J SEE STRUCTURAL. 1� T ELEVATION BRICK WIDTH O WAILL FULLWIDTH T WAl W , SI SLOPE TO outsDE BRICK VEI ON CMU BLOCK W/ I I I I I I I I I I j J_1__________L _J__ 1_ L_ENCLOSURE �-T- --r -T -T T -'r 'l -T 'T r' -- OOTING. SEESTRUCTURAL r _1_J_ _J _1 _L _1 _1 _1 _L _J _1 _L _L _J _1 __,Oly' A FOR SIZE AND I K O D.. REINFORCING L _ J ABACK ELEVATION s 1?=ra i ii i i i i i i i t 3�m SEE STpUCTURAL I I I I I I I I I 3122 __ 1 AND_J _1 _L _L _J _1 _L _L REINFORCING �y _ _ _ _I i 1 1 �¢ BOLLARD ________________________________________J FOOTING BEYOND SEE I STRUCTURAL 1 SIDE ELEVATION "A" ... ,rr= r4r 1 I BRICK ROWLOCK AP -FURL WDTHOF WALL WI,%SLOPE ro ouTBDE L)M OD S OOL WALL PANTTO IIIITOI BWOL WALL „ r w. --- _------ _----------------- w a n _--------- r I� E - iO 1 �OIZ 1 FOOTING. SEE TRUCTU FOR SA ARK I I RElFORCING I I I - BOLLMm: L___J SEE STRI,CTURALCTI,RAL. ASIDE ELEVATION "B" Z O i f I� DATE 312212021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALF N/A LU g 5 z C Q y� N W O UJ i LLm z LL �p H� Q 0 Q � C W > R Ln Z vJ r^ c J o \ F O C U Q 5 M W D / _J W 3 N cf Nw cc Q Y U� O C m E D. U Q O V/ Z W 2 0� "6 H O hm-F JOB NO. 47165 SHEET NO. C1.3 UI u e MANAGED STEEP SLOPES -/ I REBAR FND S320 26'270W —X_ —X— - - 171.64' X— — — W to W i� WOODEN PRIVACY FENCE REBAR FND. x x— — x— — — 2 2 v CLEARS PROPERTY LINE BY 0.3' OUa OUa _--- - - - - ---468_-4s9-- -470- Ci _ ri _ — — - - - -- --- ------------467------- PRIVACYFELVCE� \ �_ \ _ ----------___-- - --- -- - - - - _-----___ _ -- \ ENCROACHES ONTO_ - - ,\ \� ' - -� _ - - - - - - - - - - - - - - - - - - - - - - -462 --a63- - - - - - - - - - - - - _ _ _ - _ _ _ �465-- ---__---,` SUUDJE-S-TP,ROPE-4A2.7_'_-_ \-\`` -� _�---_-_- -_ - - - - - _ ---- as - - - - - - - - - -- ------------_--- ` - z _ _ \ \\-----___ -------------------ass-460- - - - - - _ -- - - - - -- _ ---- ___---- ___---- _ - \ --- _ - _-- -- ----- '----------- - - - 458- _ _ _ -_ _ -_ 457-- __ - -- _ _ __ _ -- — _---_ ----_ _ - �\ - ---___ __--454---__ _ — — _----------- _-------- _ _- - ------IC--452 _453 ------7.%D2-A"elc�E _ — — — — _--- - - -- -_ --- _ /-- 045BL-O OA=011.9GL-- ------- -- - -- 450------- _------- __--_ -455- _ - - - - - - - 449- _. - - - - - _ - - _ _ _ - - - - - - - - - - - _ --447--448__--__ -- -- _--___-__--_ --_ _--- -_- 44S _ - -__ - - - ` - - _ _ - - - - _ _ _ - - _ _ - - - - - - _ - - - _ _ _ — — — 2� __ _ _ _ _ --- -_ --_ _ --_ --44r- - - - - -- _--- - - ---_- - - - - ----------------- -I - 450 ------ _ _ 440 - _ - _ _ _ _ _ _ _ _ _ _ _ - _ -_ -_ - - - _- _ - _ _- _ _----438-_439- _-- \ \------------- ____ ___---- _-TREELINE-M1X-OF EV€RiJB�EN AND D��IQUDUS__ 4_ 435=36-437-===- -- - --- --`` - - -445- _ -433 a37 `a32 _ _ -- -- _ -- --- I I - - = �I TIMBER WALL -- ----- - - - --- -�-_---__-_ - -- ------------------ ---- --- ---------------- -- -------� - - - - - _ e_ -�:� -- --- ---- ----- - -I4� --'- \ \ I ` -��\ T\ \ - - - - _\ 2.4' 50°REAE SCTTBACK- \ \\\\ ` \ \ 50' fZEAR SETBACK L \ ` 43,9 \ \ 2%2-STORY BRICK OFFICE BUILDING ( I \ 1 I \ I I \ \ WITH BASEMENT \I t , \ (RICPKJ WINDOW WELLS 43e I / i _ 12' DRAINAGE 84SSEMENT I I '` \ \ DB 1159, PG 232 \\ I I I I \ ` \ \ / d I ` \ I I I \�--------ICI II- \� UNABLE TO LOCATE INVERT F 7 _ �BfBFFFFFFJI�N I I III I I I I I I I I II I I I I I II I I I I I ll WILCOHESS, LLC DB 2095, PG 615 TM O45B1-05-OA-01000 ZONE.' HIGHWAY COMMERCIAL x PROPANE TANK \ 401 A\ ` \ FF=430.50' I \ I o I IIII\- FF=439.43' I j \\ I I I I II \ 71n \ \ I I / L I BRICKPORCH I I' ------ HANDICAPPED 9------ ---- H - - --- 1 \ SIGN4. \ I \ \ \ I I 1 �I� j BRIRANLLC \ W \ \ 6 I+ I \ \ I I \ ` \ I I DB 2732, PG 169 \ I I I IW I+r\ I \ ` If I / \ \\ RI \ ` 1 I� I TM045B1-05-0A-01300 N = i 1 11i \ `\ `\ / �, `\ \ I�_ I \ \ \ \ I ZONE. HIGHWAY COMMERCIJ b DROP INLET I II I II I APPROXIMA� LOCATION # II / \ �I r �- \ \ \ TOP =421.62Q. a i I nl `\ OF EXISTING SANITARY o� \\ ` �\ ` \ I p i 3e INV. IN =417.1' I I INVO&f=4170' I I I I II �I. I `\ LATERAL al ?a\a f0.6' VIRGINIA TELEPHONE & \ ` NOSCAPED j T` TEL COMPANY EASEMENT' \ � \ DB 524, PG 645 � - 3 \;� / \ I \ I \ j I \ - / I I P� / II \ AR \ , )\ lex q�sso' \I ---- 30'FRONTSEIT ACC- DROP INLET \ \ �I�\-1-----t\-- TOP =423, 0' NV. IN=413.T / �00P 30'FRONTSETBACK INV. OUT=412.4' ��� 1y 1 \ \ -I� \ �N \ \_/. I II _ �_ - - �i \ \\ / 1 11 l - _ _ � _ _ - — - - _--� — - 11L 'T1ONLINE—'L,yS --__-- \ bs„�L-_ \ \ Mil '-- i Q r766' -------__- -__-\ y" I LEGEND - a _ FEDEX BOA % \ \\ o \ __--\ ------ \ -- _ \�-d9n T/�� \^���-i-___ I I =1sn -din = COMMUNICATION BOX 34--- .4' \ e / \pq \� / \ a 1 ---------------- V 8" SS 8" SS 8" SS 8" SS 8" SS O / 18' PUBLIC \ \ \ \\ '�FNTLUT Ibs �\ / / \ \ I / / / \ \`\\ \ c - -- \ \ c o O CLEANOUT COUNTY OFALBEMARLE SANITARYMH / ACCESS EA�EMENT \l \ �\ �i i / \\ \ FIRE HYDRANT o TM045E1-05-OA-010A0 TOP 4254' DEED BOOK 15, PAGE406 / \ Q6.4' \ \ ZONE: HIGHWAY COMMERCIAL INV. IN =417 9' / DB 5151406A r \ \ n �N� 1/ ` \ \ l SIGN INV. OUT=417.T \ DB 11591199 N o \ 1 \ I \ I ------------------_� DB1678/374 - / \\_ _ \\_ Z \ \\ \\ REBAR�ND. \I \ \ 8-10"ORNAMENTAL TREES PUNCH HOLE IN SEMINOLE LANE \ \ 142.44' ` ° 0 PUBLIC \ ASPHALT \ \ N33°09'11"E \ \ / \\ \\ CONTRACTORTOCONFIRM C� —� ` \� _ _ \ REBAR RESET 5611E \ y- VARIABLE WIDTH R/W POS \ \ \ \\ \\ THERE IS NO lJk'STREAM J \\ `\ 3152 S3— — \ 1^�(' - PIPE FOR THIS CL NOUT. \ \ ; 56, 11 LIGHT EDGE OF PAVEMENT 9n lop / / ——1.9�1— �/7-19n— - --I-- —19n- - -- ion --I- - - -ion-- - -- - —l�n— It 11 \ \ / MAILBOX _ TEL 1 \ I -Inn - - - on / C - - son- - / / II I UG JBOX / / tt MARK 11 3 \ — \,o BENCHMARKSET \ I. I \ 11 // - Zinn- - - - inn- - - \- - Ion- - - - -isn� E00da ��`' CHIS4ED SQUARE IN TOP I \ 1 ; I - _ BACK q\URB \ i - T l�n- - i�f- - - - on -,- -ion- - / - - -\ - - \\ `1� c� h\ ELEVAT ON=426.46' ` I 611 I T - - l�n - - Inn inn ? `\\ c \ \ 1 1 TRAfF/C / 1 / ion- - - i`JI�!— - -1err� inn- -l- - -ion- �\Iron-- T / - - I / _ / I / -isn-� -isn--i7/--inn----_1�-��t�n-��--=ton-- I inn-- \ TO U.S. 1ROUTE 29 I� - - \ SEM1N08E TRAIL VARIABLE I,#1pTH R/W MI gSTARM 1\\\\� \ \` TRAFFIC / I \ 1 \ \ \ \ \ ; • DROP INLET \ \ I _ Ex +!;; TO%=428.4' I \ HYD I 1 T - - c �/ / \ \ n \ i a27s5_1 - 1` - -f ' INV.lyNf6�=425.5' - - - - - -INV. I M=423.6' c a \ . o \ . a o a / r _ A' \ N iL _ n \ \ _ _ \ Q 4 SCALE 1"=10' 0 10' 20' �tNLTll 6F'0g, Ir U CRAIG W. J. KO'PARSKI > Lic. No. 0402048507 e,n 6115121 vi O LLJ 0 x p w u u ¢ z O in Of Z) 0 IL O ce f f H z O a u U w 0 z O N 1 w w a p 7% DATE 312212021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1 "=10' z Q H_ J "s O zrr^^ o vJ N z O ' a Q c Lu '_I �z pm 7-1 c z OU O o Mw J 3 N < (D Nw z _j Q o V) X� a w' F 2 V 1 JOB NO. 47165 SHEET NO. C2.0 le — -_ _ I'- I- - - � - REBAR FND. ` S32 ° 26' 27"W X�' =' _ 171.64' r _ —x— — WOODEN PRIVACY FENCE 7'FREBAR _ - -x—�—x x—x—__4 —x— W , W . tsn- - ' - =1 - -Isn - -- 2 2 v CLEARS PROPERTY BY0.3' -ion, ` l�n_ _ -Inn- - r_ ---ion Isn \4, \`��- - - - O--------------------------------------- --IF -- -- .Lon - - --snn -- _ - _' Isn- -- -�- FD DI _ �� ��------------- ABANDON-csn-(��--- P(3/VACYFENCE �� -�_- I-�-_ -- --------- ------------------------------- --------_ -- EXISTING WATER - - _ - - 1 DEMO AND REPLACE _ - Q _ DEMO AND REPLACE ERVICE AT MAIN TIO - - _ _ ---- CNCROACHES ONTO -- � � --- ---- ------------- ---- SIDEWALK, CURB, --------- --- _ SIDEWALK FOR - - _ _ SUDJE£�PR- -� - ---------- ---- - ATERLINEWORK \ _ - � I ------ - - - - -- --- W S GUTTER,& PAVE MEN - - - - - - - ME (---- _- ``- _ __ - - - - - - - _ - -- ----------- --- - - - - _ ---- - HYD CONTRACTOR TO FOR WATERLINE I , ` , - - - _ - - - - - - - - - - - - - - _ _ - - - _ _ -- - - _ -- ABANDONMENTIN\ �_ _-- --- --- a _ - - -- - - _ - - - - - _ _ _ _ -- --------------- � - c - _ ` _ ` \ ---- - - - - - - - - - - - - - - - WATERLINES All >\ 0 ACF'E _-_ v , p __-ao.-- CONNECTION. C I_ON_& - - Q- SPECIFICA ONS. \\ i - - --__ _ - _ _ ------ - - - - - - - - ---- ----045B2-05 OA=U1900- - - - - - - - - - o' �� v — - - - - -_ �- - _- {I _ ----- ---a _- ---- -------------- - -� --T-_------_—_ --, ,----------------------- ------_=__=G i ` ` _ _ --_ ----- - \ --------------- - - - - - - - - - - - - _ - - _ - = _ - -a_ _ _ _. _ - - �;�: _ - II� — _______________ \_\ 1 ,-_______ — — — — — — — _ _________________ __ z____ 1�T/T — —I� — T — — — — — — — �n I-- _ _ _ - _ ---- — — __-__ - - --- — — _ ------------------ - --'� -- - - - - - - - - _ _ ------------------ __--------- - - - - -- / / / / MANAGED STEEP SLOPES , 1 %- --- _ ' - _ ----- --- ---- --- - -- - - - - _ - _--------------- - - - - - - - - - [ -4 _ _ _ _ ---- _ — = __61 - -`-- — _ — _ _ _ — — _ = _ _____________ — — — — _-_______- — — M— — M M— — — — — ,V M— — __'------------- LEMOVE WAtt ---------------- - APPROXI E LOCATION ------------------------ _ _ I ---- --_- DECIDUOUS. - -IREE!<INE -'MIX-OF EVERGREEN AND DE I ------------------------- _ _ _ rr I _ - _ ---- ---- ---- _ _ _ - - - -- - - -- - 1'P C _ _ OF EXISTING 12" DIP _ — _ INSET WATER MAIN (RWSA)7 LEGEND: -I -- _ _ _ _ _ _-- - - - - -- --- - -- __ _ ��_ - - - _- _ _- - T-- - - - -- __-_-_ -- — — _ — - - - - -_ -TP _ �P�-- _ _ _ _ _ __ ___ I I-----• --_ _ __ '----- - _ __ _ - - -- - -------- - - -_TIMBER WALL ---_-- -i-- -- ---------- ------------ 445- 43p. _ -- _- _ - ---- ----------- __ ® REMOVE CONCRETE 1 -_ - -- -� __ _ - ----- ------- ----- --- ----- -_----___�__--------- -- ---- ---a� L _ \ �- to - - ,4'-_0`REARS ACK-------- r \ I• .....:;: -I C -- €� El REMOVE ASPHALT 11. \\ I I : : 5'P`.REAR 5ET$Ai K E `\ \ \ L : - . it, • :: - ' . 2%2-STORYBRICKOFFICEBUILDING I jl Ill PAVEMENT REPLACEMENT _ �\ WITH BASEMENT \ 9Q : -::::: , '.-,:.:-:.::-:-:- . . . . : '. .. .. - I % x \ �\ : • : ' - ' : = : REMOVE BUILDING I _ REMOVE TREE I "Jill \ : BRICK;WI/VDQW 4V€LLS:.:::: ' AND ASSOCIATED I - _ _ 12'DRAINAGESEMENT :: fTY ( APPURTANENCES P / I a DB 1>59, PG \\ I : / r REtVIOVE ■■■■■■■ SAW CUT \\ I. ; : / I PROPANE TANK - - �� \\ \� II '`• l FF=430.50' I I I NOTE: • . . FF=439.43' II I 1 DEBRIS MUST BE TAKEN TO AN APPROVED I \\ \ "` 4 - LANDFILL SITE I \\ �� i N ��' l ` i N \' `j 8 T I i IFA.: ; ---- I LE O LOCATE INVERT 1-:------:-:-::!\:-:-:-::::• : BRICK PORCH 1 �N :\ : : I :5: :�: -- E�T�{ � - I I I - - - I r \. -C--- I 4 t I �: • :H DI.CAPPED' • H I I I I I I `'; :\ ; :: ;: Anl I I I ; SIBIV ' REMOVE LIGHT :, �'. I I I I I I I 1 '��.:: ' I :REMOVECU B:A ;* *' I I I I I I I. \ R : �'�:' : I I I I I ' .. •ti4WD � ,4PE[71S ' � � •� ��. � . I I I I I \ SG LAN :.:. I i �/ I 81 :1: I I I I II / I I ;: dl �� . \ i/ I I ,�.: I I \ dI r :.jJ I I I REMOVE H E OVE S S I RUB I Y I I REJujOVE CURB :.: ' \ ".: M �.: - I WILCOHESS. LLC I Q• I I s'�uir�R' : I . :. �: �I I 1 I REMOVE SIGN I DB 2095, PG 615 ; : ;� :: . :' I TM045E1-05-OA-01000 I I • I I E: HIGHWAYCOMMERCIAL s I I , • : ` • ' • ' • • - :,- • . • - - - • .\• - :ill ' ,'". ;Y' : :::::::: ' : ` ^ < REMOVE LIGHT I I BRIRAN LLC t� l : • : I I DB 2732, PG 169 I W I TM 4 I : REMOVE \ . ' 0 5B 1 05 OA 01300 a N 1 _ II I I • ASPHALT. / : r ; : \ )( I , I ZONE. HIGHWAY COMMERCI I \ �: ' II I '.i I ;� - :•. : : _\:: REMOVE \ j I I I. •' Y:• SIDEWALK I I Ill . DROP INLET ! I ; :�. I / I \ I { _ :APPROXIMATitLbGAT10N: } �,. ; •\ : � �r!' \ I � TOP=421.62�. ; '`c : I o I - OF:EXIST[NG=SAMTARY:. g • � ; I - - ::' : I I I INV. IN =417 1' i . \ INV 0819�=417.0' I [ATEI�AL; .� - I I • \ I 1 43 . a "' 'REMOVE CURB: \ I ti I 1 -:-:: I0 I I Y: - RE EXISTING ' \ :'REMOVEG A TELEPHONE & ", : II ' : SANITAR�d LATERAL: : ' . : •! : ' : ' • ' • :: • : : ; :: • : \ : . r. • - • • . I ,� TELEGRAPH COMPANY EASEMENT �. _ _ _ ) : 1 I ``R� LANDSCAPED � - - 1 DB 524, PG 645 ��. , Y " . I I : �• . �� AREAS \ y \ I •` j \ / I i1, I�• ' / I �. I I �'`' . � 1 °, +: I , i - . I .' ••3 I 1 0 FRO : NT.SEFB � y \,iiii / II n ^r. - 1 .0 II \ i, _- - ° 0 \. % . , 1. • _ i \ 1- - _ 30'FRON ,' c : I T 1a `� r _ S \ - E �- _ _ T B r i 1 A .' - K 1 5 / 1 _ _ . L � / N lL FND. ONLINE I , : : _ : _ : •:::.:::: I `'c \ - - \: : : : : : i 1 -��---------------------- I 1 9 / - (?a 1788' • : : �:. \ . :.: 1 : • ::: \ :::::: • : . _ , I, I I II \\ EMOVE LANDSCAPE _ _ � _ _ _ _-� - ��, -yi`' - .--�-,-. - ._ - --- - \• . .. - ' i I / / ( AREA TO PROPERTY LINE 3 —d - FEDEX BO - .:. /r --- ' -, ;. -"-- - -- _ --- =•t---=-�- .-------------- --- ----�-----------------G_------------ �- - -1Jn - - rN . I - - - - - - - .:,• - ' : \ . / - ----------- - l �1 �n — - --den — :: ' _ ;�� : I ��J.I - 4 L L_:: :: : RL1dOVE CURB : / / I ----- 1 / LL LL - M -.P' \ - )Q S S" SS 8" SS 1 LLL LLL L :: . ' :\ :: :::::: .: . . x// REMOVE 5/8" _----------- ---- - 3 S SS ---L L LLLLLLLL L . - ' r - . • . ., , . ' • ' • ' /, •...: _ .. �. • ' ' - . ' \ I 1 --- -� . / LLLL • .18.PUBLIG` - :::.::::::::: a: t- A'I<cey7; , - : - . - -iyrr.- - : ' \:: : - : / - - WATER METER \• • � TYOFALBEMARLE I ANIT. ACCESSEA9L4tifENT: : : : :: (; :::::::::_ ::: ' :: s\: \ i i \ 3 581-OS-OA-010A0OP=425.4' L : DEEb'BOOK95, PRGE406 ; ::.: :.: ' .: �: - .: :: . ' / \ \ w - i REMOVE MAIL X \ L �� �24'- BP ° HWAY COMMERCIAL / INV. lN=417.9' � : ; D¢ •515/AO�A : • : : : ' ' • ' \ . �- - / !NV OUT =4177' .� / SIGN \ \ L ' -DB:i139/199'a :' -: :\ / REMOVE I \ / I L :DB1628/374- - :/: ,I ;•i- :;\ \:' ill�I SIGN \ O 2 PUNCH HOLE IN _ _ _ _ \ REBAR RESET W � SEMINOLE LANE \ LLLLLL ' . • : 1Vi ` . F1:� • . �, ASPHALT •' � ' • ' . • :. . , . - , ,142.44' I PUBLIC \ P B Li.. . . ::::: / _ , .:.: : ' :: ;CQNTRACTOR TO CONFIRM : • : : : . ' . ' . i�4> l ob' 11'E Q ARIABLE WIDTH R W \\ . :.: ' : ' : 'I . '.r tREJSNO UPSTREA1u1 : - 'CO REMOVE CLEANOUT AND EXISTING 6 __ . : ; F : "� '/ ' : PIPE F OR TF3IS:CIFAKlOUT:.::: ' DON CLEANOUT AND EXISTING `\ 31.SZ' \ \ SANITARY PIPE ONLY IF CONTRACTOR PAVEMENT .: , , - ' : SANITARY PIPE ONLY IF CONTRACTOR \ 7° 56' 11 "W — ��t I CONFIRMS THERE IS NO UPSTREAM REPLACEMENT :'.: : - _ _ - - I CONFIRMS THERE IS NO UPSTREAM - _ � \ \ �� _ _ _ _ _ _ FLOW. IF UPSTREAM FLOW IS FOUND, JOINT JJ - - - - I PIPE. IF UPSTREAM PIPE OR FLOW IS ABANDON EXISTING \ - /` - - - - FOUND, CONTRACTOR SHALL STOP WATER SERVICE AT MAIN \ 68.9B' CONTRACTOR SHALL STOP WORK AND - I \ CONTACT TIMMONS GROUP. %� _Isn _ - -1sF- -- - 'sn- - - - -- -- ion - - lsn I - Ion - WORK AND CONTACT TIMMON- GROUP. ` \ iii i ---a\ \ \ _ tsn - -- - \I // - // I i ion v ' TEL x \' ii?i \ _ I UGJBOX MARK % v �\ � \ \ - - ien - - ton- - - - / \ \ v -1 -- \ g � \ — �— -- 1'Jn -_ - -_ - —. - _. \ ) \\ \ BENCHMARK SET \ I. C \II �isn- Isn- - \ lsn- - I \ \' , CH/S$LED SQUARE IN T011 ,I _ \ - l sn', _ _ _ / q' �� BACK CURB .t ion- P. - - - - - r' - 1T",� �� \� -1 1°J C ELEVATJON=426.46' \\ �1 -Ill --ion — l�n-- - l�n - \ - --ion ' ' SEE INSET THIS SHEET / n A II TRAFFIC - \ - -Isn-- - - Isn - -Isn ion - - - Isn I `1 \% ` as \ I lsn Ion I I � - - L t 1 !`I \ \ Isn -- -- lsn �n- r-lsn__ I�/ a \ sn \ - lsn -- -Isn--� - •II I TO U.S. 'ROUTE 29 \I �,\ \ \ I ,ion - -- tsg.' ion -�� SEMINOLE TRAIL I \ `, T II `� VARIABLE WIDTH R/W I \ ) DEMO AND REPLACE '. DEMO AND REPLACE I a ` SIDEWALK, CURB, I T MASTARM \ TRAFFIC / 1. SIDEWALK FOR = //�// \\ \ SCALE 1"=10' \ dROP INLET ( WATERLINE WORK � GUTTER, &PAVEMENT- I - \ FOR WATERLINE �r TOP=4284 cP� CONTRACTOR TO n ❑ I HYD I "i - \ n ABANDONMENT IN 0 10' 2I �/ _ _ - - - - - _ - - INV. 1�6�-4255' _ _ _ - _ _ _ _ _ _ _ CONFIRM LOCATION_ = c / / ` �� \ v 1. I.a v - 1 V. lN,--423.6' - - - - \ a a a OF EXISTING ' ACCORDANCEVOTH- . / \ p n %% - \ 1 G WATERLINES & AGSA &RWSA -� 8"RCP rt�l i L.N s O U CRAIG W. J. KOTAR.SKI J Lia No.0402048507 f;',,• 6/ 15/ 21 , e�' m E 0 cyl V N N N > E aT E w �y 3 a w b LL 11, `mti w0 a j6m Z w m}i�1 _ 1i p N O a i `V 4 H a u 1Y A! Z9 r x V 30�a w 9 al LL Q 0 Q C V FU>N O '^ LA 'O- N > W M Lu Lu aV m� vi s 7) O (D 0 cif F- 0 w > w w F a a z 0 ZA cif DATE 312212021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1 "=10' LU I 15 z Q c i W t 8 O 2: `m 1•i v N 0 Z 2 W'am Q c L JVA, 0— ,-I ?oZ ° O F \ ' / _J 6 N Q J O s D INw m 2 2 Q w m 0 m a o , E F U 0 O D Ir 0 co(1) Z 0 ��L// L o lm JOB NO. w 47165 m Em m m SHEET NO. C2.1 s L i _—x---x WOODEN PRIVACY FENCE ar_--_ INSET x x— x —x — —x— r CLEARS PROPERTY LINE BY 0.3' �TH'�DQ� - �� rOFLG� RELOCATE 4" DIP WATERLINE -- tnn - 7,Q� DI I PRIVACYFENCE HYDRANT &VALVE O U CRAIG W. J. KO'1'ARSK[ ! ENCROACHES ONTO 45° BEND Lie. No. Oa0204850? SUBJECT PROPERTY 2.7' NEW 6" GV A+p 6. 402 21 4 6" X 4" H 20' LANDSCAPE BUFFER & 20' PARKING SETBACK TEE _ _450 BEND _ OS'SIONALG �— EXISTING HYDRANT c a 4" G I Q' VALVE TO REMAIN a �o ---j > E RETAINING WALL I 4 _E MANAGED STEEP SLOPES - — —M— — — — M — — Aa _ _ " (MAX HEIGHT = L I50' DRIVE-THRU SETBACK ~ c! b 3 ANCHOR DIAMOND PRO SEGMENTAL 29 I APPROXIMATE LOCATION ¢ o TREELINE -MIX OF EVERGREEN AND DECIDUOUS w o m .. BLOCK -NATURAL COLOR ( ) WATER ISMAIN (RWSA) ¢ � 6 amo Z F ADJACENT TO RESIDENTIAL o " n1.12 PRE -ORDER BOARD LEGEND: �n ' R R POINT CANOPY WITH / I DIGITAL ORDER SCREEN (DOS)al X u W 3 uj STANDARD DUTY CONCRETE _ N Z �0 4 I --_ =tea"' �`" — — — — — —� i T — CG,? ~ �u �m vv Q HEAVY DUTY CONCRETE w — — I R25 6 7 8 2, 11 / I 1L11J1J a c Ou --�� \ 5 / C _6 \ - I LIGHT DUTY ASPHALT ~ Q U O J 12' DRAINAGE�(?�SEMENT ° \ s k Q L DB 1159, PG 232 \\\ I I R20' ° D 8� C'C� HEAVY DUTY ASPHALT 0 j W I o ` ti _ _ ? L7 co ° R20' \ I LLLLLLL Q ;' 2 BIKE RACKS DUMPSTER \ I LLLLLL O \ \ I 5 LOADING SPACE LLLLLLL PAVEMENT REPLACEMENT cr \ p ENCLOSURE LLLLLL = \\ SCREENING ` F- \\ \ C4 ORDER BOARD O SEE DETAIL aPICKUP SPACE SIGN BI°LE ORDER ( ) ` \ o j NO N -------� �� 2'C B ° ° e NHS \ w w o\ry \' NOTES ~ N TRANSI N' 5 . ° 5' 19.33 �71 u o Vi ,1 7 10.17' ` II� IJl I 1. A KNOX BOX SHALL BE INSTALLED. z `� %0 — — I-- — — T — — I— I I O : ° ° I IROE MARSHAL'S OFFICE. RDINATE LOCATION WITH THE — I — _ = I �— 2' CURB SANITARY ::: . DATE CUT CONNECTION SEWER �R R �'b : -CONC - TEW ►EE • :: ' : : • - A 3/22/2021 s ' STQP (TYP) - - :1B'' ' . • ' O DRAWN BY ((( I SANITARY .: 4 .: :: • :: : A. FONTAINE GREASE p p.. I CLEARANCE I , CONNECTION ° :3: : 12' I BAR • DESIGNED BY I 100' RESIDENTIAUDRIVE-THRU _ • A. FONTAINE I 3 27.93' 8.5' RS'. � ; ' � FACILITY HOUR RESTRICTION LINE CHECKED BY LIGHT DUTY • � R5' R1' 2' R3' • PROPOSED ASHPALT 1" TYPE K STARBUCKS ° HEAVY DUTY • C. KOTARSKI ----z, 5"BOL RD COPPER t 1,150 SF �I NON -IL UMINATED DIRECTIONAL ARROW WATERLINE CONCRETE i • • SCALE I 2" TYPE K COPPER HEAVY DUTY 1 "=10' WATERLINE CENTER OF DRIVE HOSE c} Q 25' 2" X V ASPHALT • )I THROUGH WINDOW BIB I, ° COPPEE 450 00 2 { 0 ° I' (3) DESIGNATED CURBSIDE ORDER PARKING SIGN BEND I I I 34' 7.5 ° UHT I' �8,�8,J LIGHT DUTY l\\� ^//1 w I I ASHPALT R3' v ANCHOR DIAMOND PRO R5' ' Rs N SEGMENTAL BLOCK - an I ° I NATURAL COLOR 5 z I I as° I ° BEND 5 04 SWMA-66"CMP U W STORAGE PIPE CG-6 J •� III I SWM FACILITY ° p 2 p 5' °p ° I DIRECTIONAL O m �� EASEMENT p SIGN z Z o I? ' \ R10' DEED BOOK:_ ADA SIGN CG_12 H� Q STOP SIGN o PAGE:_ J -------i/ va,R15' 0 r = ----------- r--1 ;.;e;.s.... t _ _ =� _ _ -- --- - -_ —_ - - r_ — — — — — — — — — _ — --a --g------R6-------------------------- NVS G 2 2' CURB CG 2 I w > - ' FEDEX BOX - - - --- ----------------- ---------------------------------------------------------------------------------------------------------------------------------- - I � TRANSITION '------------- ---------- - - -- z > S "EXIT ONLY/THANK YOU" R39' �--I OU ILI ~ a ' X DIRECTIONAL SIGN 8" SS 8" SS 8" SS-8— SS 8" SS � ib'PUBLIC �— 10' BUILDING SETBACK � M Lu � � 3 a SANITARYMH �ACCESSEASEMENT 24' TOP =4254' `u DEED BOOK 515, PAGE 406 —I— N Q $ I INV. IN =417.9' ' �L; DB 5151406A 1.5" WM ^' INV. OUT =41 CONNECT TO nn I , V w c' 5 L - + DB 1159� 1 _ . r� co o EXIST. MANHOLE _ DB 1678? ' Q $ �--------- SEMINOLE LANE ---------- �: _ _ j O 6 5 PUBLIC CROSSWALK CG-2 } VARIABLE WIDTH R/W u y -I-- ­ 2' CURB J g L-. PAVEMENT L TRANSITION — — REPLACEMENT w U 0 PUBLIC UTILITY EASEMENT z a JOINT IJ CG 2 or � / nn 2" TYPE K COPPER - - —ten- - — - - --tnm - - - - DEED BOOK:_ M o E)n- — —Inn— °n ten-- WATERLINE PAGE:_ -,j W 0 — U6 Jb'Ux 4" THREADED PLUG AND —ten— — \ —lnn f - - -- ton— — — 2" COMPRESSION FITTING I \ n BENCHMARK SET �. -' "> CHISELED SQUARE IN TOP SIDEWALK TE \� \ BACK CURB , 1 —ten— - ten— — - —ten— r ELEVATION=426.46' ` �` luu s 0 1 ; TRAFFIC p m SEE INSET THIS SHEET <�„ �,n -- q I 7 gn 4" DIP WATERLINE 1 IELOCATE o TO U. S. ROUTE 29 \. ' HYDRANT & VALVE I SEMINOLE TRAIL CONNECT TO �I VARIABLE WIDTH R W \ EXISTING SIDEWALK I 45° BEND I o MASTARM \ \ TRAFFIC I NEW 6" GV I SCALE V=10' JOB No. T 47165 g ^ ❑ 6" X 4„ H c c� o — — — — — c — — .—Q— — c — — o EXISTING FI�1DR/�JT Q TEE 4" G 45� BEND —� I G y > — — — — — — — — — 0 10' 20' SHEET NO. c E _ - a C4.0 VALVE TO REMAIN c I I I I I I� I I II. 4 — I I \� I \\ I \ I 12' DRAINAGESEMENT T� DB 1159, PG 232 \\ I \\ I I I �I Ili 1 I I I I II I III I I I I II II III I I I I I II II II � I Ild I � I Iu I I I i I I I I I i I II I I I n I I 0 a an I I I / t — __/ _— — ------ - _ o------_-- _a— ~FEDEXBOX s -8" SS 8" SS 8" SS 8" SS 8" SS L SEMINOLE LANE PUBLIC VARIABLE WIDTH R/W .I u u u BENCHMARK SET CHISELED SQUARE IN TOP BACK CURB ELEVATION=426.46' TO U.S. ROUTE 29 SEMINOLE TRAIL VARIABLE WIDTH R/W I�'— OWN PROPOSED STARBUCKS t 1,150 SF - ° CENTER OF DRIVE THROUGH WINDOW �1 I- i NdS 18' PUBLIC — I ACCESS EASEMENT f DEED BOOK 515. PAGE 406 — DB 5151406A DB 11591199 — — — DB 16781374 l� l / - lnn— — —Inn— - - I -- t=„ - Inn - -Inn - - 1 — -- ---Inn j C----inn -- --- CIII — tnn— I� — i Inn— � - `1 � Inn— - 1 LL�JJJ TRAFFIC MASTARM \ c \ a o ice\ 4 a TREELINE - MIX OF EVERGREEN AND DFCini Ini m I I I I I I I 1 I I I I I V V I I I I I I I I I I_ I I I I I I I I I I I I I I / 1 I I I - -Inn-- -- - - Inn UG JBOX NOTE: THIS SHEET IS PROVIDED FOR INFORMATION ONLY TO ENHANCE THE CLARITY OF EASEMENT AND PROPERTY LINES. THIS PLAN IS NOT INTENDED TO BE A PLAT. SEPARATE EASEMENT PLAT WILL BE SUBMITTED FOR APPROVAL AT A LATER TIME I \ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I VACATE EXISTING I EASEMENT I I -j 10.6' VIRGINIA TELEPHONE & I TELEGRAPH COMPANY EASEMENT DB 524, PG 645 I I I I d l II I I I I I-------- ------- I --------------- - - - - - - - I I --j------ I —_—_—_ PUBLIC UTILITY EASEMENT DEED BOOK:— PAGE: — Ion— — - - - Inn - — - - --ion- -ion- -- - 1 ---Ion -Inn- — - - - - -Inn -- ' Inn - - - - j-inn 1---Inn - - Inn - - - - - Inn-- - - - Inn- - - nn - Inn- - - - -Inn- - - Inn - - - Inn -- - 1 _ -Inn - - Inn - - TRAFFIC SCALE 1"=10' 0 10, 20' L}SLT11 1� O � F� U CRAIG W. J. KO'PARSKI > Lic. No. 0402048507 6/ 15/ 21 ..A4 Lm z O a u U Lu W p z O 1 W K A W a 0 DATE 312212021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1 "=10' W c 5 z QC N J N W J z 0 I —I L Z n 0 Q Lu c Jy -j F Z 0 F— t o OZ 16 Mw J 3 NLu _j Q I Q 2 c W a ,^ V / o F U O Dz 0 LL JOB NO. 47165 SHEET NO. C4.1 le WOODEN PRIVACY FENCE DRAINAGE AREA -x- -X- X---X -�X�-- CLEARS PROPERTY LINE BY 0.3' TO DITCH A f - - - - _ ------ ------- - - - - -----46e_-469====_ - ---4- -_-_ _ - - _ � - _ - _ _ _ PRIvA_CYAE1VVCE-___---,� _ ---_------------------------- 4� 465- - _ _ - _ -�- �ENCROACHESONTf7__ - �'��� - -- _------- - - - - ------------462__4s3---------------____ �46 - __ S_UJE•GTP`OAER Y2.7_'---__ `\_�```\------__ -_- - - - -- 4s� _------- ----- - ------- - - - - -- -- 5 _ S ___ 459- _�;r _ -458- _ _ _ _ _ _ _ _ _ _ - =A _ _ - - -- -457-= __ _ __ __ - _ __ _- _ - - - - _ _ _ - _ - - - - _ - - _ _ - _ 455 456 - _ _ - _�460- _ j 454 _ - - _ - _ -_- --- ---452 _453 -_ -_ _�7D2-AERE--_-_ - - - _ _---__-__ _ __ - - - _ --- - - - - 4 asp------__----045BL--Q3B _OA_=01100 __- ------__ - - - - - - - - - - _50 - - - - - _ _ _ _ - - _ _ _ - - - - - - - - - - - ' - - - - - - - - - - - ___---_ _ - - _ _ ----_- _ --- ___ --- _ _____ - -455- 448-- __ _ _ I 4gs4- -447 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ 6 - Q6---------------- ------ _---_ - - _ _----------- --- ( 11 433 433 I_ _ _ z --- �442-443 .Q44 �_ - - - - - - �. �_ _------ _ _ _ _ _ _ _------ _ -- - _ _ - - - - - -- �MANAGEDSTEEPSLOPES - - 441�_-``-``-_-__------ _--___ - - - - - __________ _-- - - - - -- - -450 _ _ _- DRAINAGE AREA TO DITCH A=0.17AC 440 - ------ ___ ___ _ --- _ _______-�- _ C=0.30 / I _ -438-_439-__=_--_�`\ \ _TREELIWE_!WX-OFEV€RGBUNANDDE�IQUDUS----- _-- Tc=6MIN ! ` �TW ^-437-_ _ _ _ _ 432.00'^ _-436_-__ TN7'----____-'IW'- - - -- - - - - - - - - - _ __-----___ _ ---- - ---- - - - --- 1(2)= 5.0 INIHR O(2)=0.30(5.0)(0.17)=0.26CFS I -34_436 _ 433.79-_434.93`----------------- 496.81' _ 33Q24'_---___- - 441.14 _- �183 1(10) = 6.6 IN/HR O(10)=0.30(6.6)(0.17)=0.34CFS _ 433 _ _ _ _ _ _ _ 429.35'_ ` = I L- _ _ - - _ _ _ 44151' - =BW - � - F- _ V(2) = 2.29 FT/S (ALLOWABLE VELOCITY = 5 FT/S) \ v - D(10) = 0.22' BW BW L _ BW BW • B BW 429.96' 43 . `' 431.89. 33.24' 35.14' 440 I 1.94 TC Nv > r Tw _ - \ GRASS LINED IT - azesvs' ` a w TC 439.as' 434.n = 0.035; S = 7.0°k 3� 4?,g 32' 120 \ N BW 118 434.74'I �\ 1 42B I 9� 434 TC I DITCH CALCULATIONS 433.39' Tw '43 _ 12' DRA/NAGE�EMENT 11 \93' , TC 433.89 43 .98' e \ \ No Scale DB 1159, PG232 \ I 1 TC TC 432.56' 433 BW \ \ ` ROOFDRAIN NOTES: \ 428.12'. 429.11' ` 435.26' 1 e II 32.30' 433 ` \ 1. PIPES FROM ROOFDRAINS TO HAVE A MINIMUM SLOPE \\\ I 1 'I qp7 g 119. ` \ I \ OF 1.0% OR AS SPECIFIED ON PLAN. 4301 427.90 428 43? ` 115 2. PIPE FROM ROOFDRAINS TO HAVE A MINIMUM COVER 428 114 TC I ` OF 2.0' \\ I 1 I I I I TC yl A2 I 430 TC 431 431.12' TC _ 3. CONTRACTOR TO VERIFY IF DOWNSPOUT BOOT CAN I \\ I 1 I 8.16- 16 0 9 430.77' TC BE SUBSTITUTED FOR CLEANOUT. IF NOT, PROVIDE '� 428.54' 430.98' \ NdS ► 430.59 CLEANOUTS AT ALL LOCATIONS WHERE ROOFDRAINS 426 0' 6 a2a.3s 5 \• TURN OR CONNECT TO PIPE OUT OF BUILDING. I- \ 1 43010' ` 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING AND UNABLE TO LOCATE INVERT I n I II I \ 74 TC - \ \ I \ PROPOSED STORM INVERTS OUT OF THE BUILDING N FF 428.35' ` TC 2' WIDE CURB ? I I 1 ac, o � ° I ` AND CONFIRM REQUIRED SLOPES, COVER, CROSSING CUT FOR i I / I I `'\ TC \ , \ 432.63' TW AND CONNECTION POINTS CAN BE ACHIEVED. I I STORMWATER ✓ I I azB.as' a3s.s3' ° CONTRACTOR SHALL COORDINATE ANY CONFLICTS I ° FFE=428.35' OVER FLOW I ELEV: 427.85 I I I I j \ \ \ \ \ \ \ \ \ 12 433.77' ` \ \ WITH ENGINEER BEFORE BEGINNING CONSTRUCTION. II II II iQ \I \ \ II Aar \ LP 4 'I 1 I \ \ 112 427.99' II 11 12 \ \ 430. 2' I \ 6" PVC 428.24' ` \ \ TC ROOF DRAIN TC \ ` TC 431.54' \ \ 428.36' 430.52' \ III I I I PROPOSED DO TC I I STARBUCKS -, - ° Y� 430.66' \ 431.36' II I t 1,150 SF 9 II I 1 1 TC \ FFE=428.35 m� ° a e.2r \ \ \ TC CL I I I \ 427.06' \ N Z I I I 1 FFE=428.35 I I 1 CENTER OF DRIVE ' N \ ^III I 1 I I THROUGH WINDOW 6" PVC \ \ \J I I I I I 1 DOWNSPOUT TO ROOF DRAINTW I ROOF DRAIN I � I\/� V\1 435.9r II ' (NP) 1 1 9 DROP INLET ,III N 11 I i I I 427.59' 42773' TC W TOP=421.62�. I I I � TC ' 27.BT INV. IN =4171430.22'' ° X. 0 \ 427.83' I BW INV OW =4170' ' 1 T \ 432.84' II I 1 �ry0 1 \ 43 8'- a2ti 427.67' 1 \ \ --c-------- - 1 108 \ I \\ TC 3 I 427.46' 7.6 427.75' TC \ TW \ \ 6.27' TC 435.19' I \ 36" ACCESS TC 430.18' \ i y / EA 427.57' 429.8T BW 431 34' 4�R5.90' 1 1 \\ RISER I \yam I 432.33' \� LET ��'�\�� 4; TC 36"ACCESS 10 2 T \ s \ 3.0' �'P� A25 o RISER 427.39' 427 .5c' u 413.T �i' t� �' I \.� TC 427.46' TC 3=412.4' i 15 I TC 26.79' A2� I 4 8.23' TW L i I 425.85' - \ TC434.63' 427.92' _ BW -__-_ - - - -_ - ---- --- ____ ___ 432.77 \ i I I I _ J�� Tom' ___ _____ ______ __ _____ _ 427.21 - a . I EEDEX B_-0 TC NdS------------------------------� --- TC - _ - 427.30'---'--' 4 30 LF OF 66" CMP ------------- _ I a3a.19' \ 429.75' ___ N - STORAGE PIPE gyy - I X TC a� m - ----- '� 433.8T-______-_---- WITH WEIR PLATE s \ \ 8" SS 8" SS 8" SS 8" SS ---------- 5 I SANITARY MH ACCESS EAMENT \ B i TOP=425.4' N DEED BOO11, 5, PAGE 406 \ 5 INV. IN =4179' DB 5151406A I \ \ fl \ co L / INV. OUT =4177' - DB 11591199 ^ \ I \ v --------------------�--` --- DB1678/374i \ W TC SEMINOLE LANE \\ aT - - - - 4 .7 ' u PUBLIC VARIABLE WIDTH R/W \ `\ \ \ \ Tc - I TC 427 03' 429.22' 430 TC \ �s TC 429.76' azssa' az7.az• .:�. �429- 4 \ 426.95' TC 427.55' I I \\ -lop -19n- _ 1Jn- 1 \ 1Dn / N IEL 1Dn--- 1 -1Dn / - ynn- - I I UG JBO:\ 14 \\ -lDn- \V � BENCHMARKSET \ I. \ 1� // t n Ion \ ion \` \ CH/SLED SQUARE IN TOP ` \ !Dn \ BACK qURB lon- - {- �-toh nn - -- --l�n o _ - i \ ELEVATfON=426.46' ion / T F/c� iDn - - - -i 1Dn_ n- - - -�tqn- - S \ n \ 1 / 1 - - to 1an�-lon -I- - - -ion - ! - �t�n� _ _ / / tnn lnn- -inn-- ` _ion_ T -ton- s I I \ TO U.S. 1ROU TE 29- \ SEMINOL\E TRAIL 1 \ MATCH EXISTING \ I VARIABLE lAIDTH R/W I STARM 11\\\\ ` ELEVATIONS ` \ ^` ❑ /; DROP INLET \ H D II \ - _ TOE=428.4' +/- 427 65' EX /�/� \ \ \ 1 \ +1 4276s ! INV. l 6"=425.5' \ INV. INS=423.6' o INV OU=423.5' SCALE 1"=10' 0 10, 20' 18" RCP �tNLT1f p� d Q � H U CRAIG W. J. KOTARSKI > Lic. No. 0402048507 M E 0 u N Ui N > E E w 3 u w a 3 U7 u. 0 ^ O 2 d L n QujU m Z W w - n O N U ZW QOYa 'nnx w W3 ,nS vry > Z O O U _ H Q' Lu �* U 00 CD Rj J W 80 CC tiQy W O j a x In o (D caQ 0 Q>a x w ti NO rq O N Lu a r1jv� `^ u o z O DATE in 0 312212021 DRAWN BY A. FONTAINE r • DESIGNED BY • A. FONTAINE • CHECKED BY C. KOTARSKI • SCALE 1"=10, • w o z Q N J U J W 8 O z� 2!a" J a \Q Cw'^) �Lu / V L ) r Q V Z Z c 0 o p U n/ o M w LL 2 �'/ K Q c N w o _j o o Q Z w a ^ o V / Q = E c 0 U O DO M m W Z O I..V 0 2 o x w d E U ° JOB NO. 47165 SHEET NO. 1° C5.0 0 0 m � � o to �� U) r CO anr_v EX- 100 0 + Lo H o 'T Z 70 STA 10+00.00 ou)OZ Q o- - Z TOP421.62 INVINd'- 10(101) 430 430 PROPOSED GRADE EXISTING GRADE 425 425 420 SWM A 66" CMP 420 INV = 418.0 415 103 12.54' OF 415 15" HDPE 13.19% 20.29' OF 15" HDPE 410 @ 1.97% 410 405 405 112: 12" Basin - Circular Grate STA 10+61.25 TOP 427.99 INV IN 422.37 (113) INV OUT 422.27 (111) 110: MH-1 STA 10+52.36 TOP 427.91 INV IN 422.09 (111) INV IN 422.55 (121) INV OUT 421.82 (109) 108: DI-213 6 It Throat STA 10+13.48 TOP 427.05 INV IN 421.04 (109) INV OUT 420.94 (107) 435 114: 12" Basin -Solid Cover STA 10+82.76 TOP 428.54 INV IN 422.90 (115) INV OUT 422.80 (113) 116: 12" Basin - Circular Grate STA 10+98.50 TOP 427.83 INV IN 423.31 (117) INV OUT 423.21 (115) 118: DI-2A STA 11+07.34 TOP 428.33 INV IN 423.59 (119) INV OUT 423.49 (117) 120: 30" Basin - Circular Grate STA 11+44.00 TOP 429.35 INV OUT 424.33 (119) 435 EXISTING GRADE PROPOSED 430 GRADE i 430 2" WATERLINE - 3'0' 425 425 \I 1 4 I 119 36.66 OF 117 12"HDPE 420 Syypd 8.84' OF 2.04% 420 12"HDPE 66" CMP INV =418.0 @2.00% 115 15.74' OF 12" HDPE 415 @ 2.00% 415 10 SAN. PIPE GT 12.75O 12" HDPE SAN. PIPE 3-7 @ 1.880 113 21.52' F 410 109 410 38.88' OF @ 2. % 12" HDPE 111 02.01% 8.89'OF 12" HDPE @ 2.00% 405 405 0 N U V m m DO)N N V m �O N N It V Z Z 0 0 O C,F0> > > NH()> �U) U)�_Z 435 435 EXISTING PROPOSED GRADE / GRADE 430, 430 425 425 420 121 64.70' OF 420 12" HDPE 1.99% SANITARY PIPE 2-3 415 415 410 410 9+50 10+00 11+00 11+50 9+50 10+00 11+00 12+00 9+50 10+00 11+00 11+50 STORM: 100-SWM A PROFILE STORM: SWM A-120 PROFILE STORM: 108 - 116 PROFILE HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 TOP 428.16 INV IN 420.51 (3-7) INV IN 420.51 (3-4) INV OUT 420.51 (2-3) TOP 427.93 INV IN 419.45 (2-3) INV OUT 419.45 (EX1-2) STA 10+00.00 TOP 425.40 F INV IN 417 90 (EX 1-2) INV OUT 417.70 (EX 1-21 435 r3f INV IN 420.58 (4-GT) INV OUT 420.58 (3-4) INV IN 420.97 (5-6) INV OUT 420.97 (GT-5) 6 STA 11+81.79 TOP 428.23 INV IN 422.70 (6-BLDG) INV OUT 422.70 (5-6) 435 EX I STIN GRADE PROPOSED 430 GRADE ' 430 / PROPOSED / BUILDING 2" 425 WATERLINE S PIFE3 ORM 425 STORM IN. I PIPE 21 420 420 4.00OF 2-3 3-4 8" PVC 53.20' OF 3.72' OF GT-5 @ 7.50% 8" PVC 8" PVC 8.09' OF 415 @ 2.00% 2.00% 8" PVC 5-6 415 E)(1 2 @ 2.00% 233T OF 77.44' OF 8" PVC 8" PVC 4-GT GREASE TRAIP @ 7.29% 11.70' OF GB-75 WITH @ 2.00% 8" PVC RISER PIPE 410 @ 2.00% 410 9+50 10+00 11+00 12+00 12+50 SANITARY SEWER PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 STA. 10+15.87 STA. 10+10.88 45° BEND STA. 10+7.86 GATE VALVE STA. 10+5.32 4"X6"TEE LOCATE AND CONNECTTO EXIST. 6" WATERLINE 420 4 9+50 10+00 STA.10+36.76 4" PLUG & 2" FITTING STA. 10+57.92 1.5" WATER METER STA. 10+98.22 45° BEND STA. 11+31.93 45° BEND 4" DIP 1 PROPOSED `GRADE 3.5' MIN. 2" TYP4 K COPPER I 1 PROPOSED BUILDING PIPE 109 SANITARY PIPE 2-3 11+00 12+00 WATER LINE PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 13+00 13+50 5 0 i 0 50 PROFILE SCALE L� O U CRAIG W. J. KOTAR.SKI Lia No.0402048507 f��'�. 6/ 15/ 21 & ' vi 0 x c� 0 x 0 w w_ x u a z 0 in CC 0 0 r CL O �c z O f f H Z O a U U LU w O z O > w K w H a 0 7% 91t. 312212021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE AS SHOWN W z Q H_ LOU 8 O z`o w J G VJ -6 c W Q ' Lu z 0 LL O t o 1� O U N L L.. C `o M / w J ^^ LL -m N Q �- 3 N w m J o Q a o E L F U d O D 0 z Z I..L 12 m JOB NO. w 47165 N C c SHEET NO. C7.0 s INTERIOR PARKING LOT LANDSCAPED AREA _%71--771�v� -7 PARKING LOT LANDSCAPED AREA EXISTING TREE CANOPY AREA TO REMAIN ,rnrrc ULMUS PARVIFOLIA PLATANUS X ACERIFOLIA TILIA CORDATA'GREENSPIRE' ACER RUBRUM "ARMSTRONG" MAGNOLIA VIRGINIANA CORNUSSTOLONIFERA'FARROW' ECHINACEA PURPUREA !0 • J G FOTHERGILLA GARDENII HYDRANGEA QUERCIFOLIA ILEX CRENATA - HOOGENDORN 0 ILEX GLABRA ILEX VERTICILLATA ITEAVIRGINICA'SPRICH' PANICUM VIRGATUM'SHENANDOAH' 284 SF 7,369 SF i I I I 1 I I I I I 1 I 1 (32) ECH PUR ; PG 232 \� j �I \ I (8) HYD QUE (4) ACE RUB Ili (26) ILE GLA 7' (51) ITE VIR 0 (19) PAN VIR ai, �fll II �I ,l I II II .►� II /I II SANIT M EASEMENT TOP - DEED BOOK 515, PAGE 406 INV. IN=417.9' DB 5151406A INV. OUT =4177' — DB 11591199 — - - — - - — - _ DB 1678137478/374 SEMINOLE LANE PUBLIC ` - VARIABLE WIDTH R/W ` �l - lsn— lon— — - —inn C —Inn— \ i �I —lon— -Ion \ BENCHMARK SET \� CHISELED SQUARE IN TOP BACK CURB _ 1 �I — lon— 3� Lon- ELEVATION=426.46' �� LL TRAFF 11c \ ;1 I� y8 — II I 29 TO U.S. ROUTESEMIN \ \\ 'I OLE a� VARIABLE WIDTH MASTARM \\ a c- a (23) FOT GAR J (3) ULM PAR cc I 1 (1) PLA AC (18) COR STO (3) MAG SWE (27) ILE CRE (31) ILE WIN ANCHOR DIAMOND PRO SEGMENTAL BLOCK -NATURAL COLOR @FA NOTE: A SUPPLEMENTAL LANDSCAPE PLAN MAY BE REQUIRED PER STARBUCKS GUIDELINES. (4) TIL COR n-----l�n Ion---- — sin , lon ` UG JBOX I ' 1 -_ L.9nis lvn — ' ---——l�n--- ——Ion—----ian— -- 5 — -Inn .. 1o^ ' Ion— — — — — y — Lon— r �010' ! P. ' - - -. SCALE 1"=10' 0 10' 20' jr ,4jV;p,LTH OFF G U CRAIG W. J. KOTARSKI > Lic. No. 0402048507 M E 0 rn u N Ui N C a o > E w ° E u w 3 ¢ LL o 3 p U. wO icy K W = M W J —N (.9 W N V Z i V 'A XLL K � p Q m v S v N x V au� c m O N W M a � OJ J Of Of x 0 a w uj x U a Z O Ln K 0 Z O a Of U w 0 Z O > w K 1 Slh w 0 p DATE 312212021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1 "=10' W 5 z > N Q J U C J 8 uj _I $ 0 z 0 N 7 L 0 Q W' L " UP) �py C � II1 p U C o 0 Mw J U 3 NQ N Lu v� m J ' Q Z Q 2 c d a o F JOB NO. 47165 SHEET NO. L 1.0 GENERAL NOTES PRE -CONSTRUCTION • CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWERNVATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. • VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE LANDSCAPE ARCHITECT, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS. • SOIL TESTS SHALL BE PERFORMED TO DETERMINE SOIL CHARACTER AND QUALITY. NECESSARY SOIL AMENDMENTS SHALL BE PERFORMED PER TEST RESULTS TO ENSURE PLANT HEALTH. CONSTRUCTION/INSTALLATION • LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME. • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES. • CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. INSPECTIONS/GUARANTEE • UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR. • PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY. • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. County of Albemarle Conservation Plan Checklist - To be placed on Landscape Plans (Handbook, pp 111-284-111-297 for complete specifications) I . The followine items shall be shown on the plan: 0 Trees to be saved; 0 Limits of clearing (outside dripline of trees to be saved); 0 Location and type of protective fencing; 0 Grade changes requiring tree wells or walls; 0 Proposed trenching or tunneling beyond the limits of cleating. 2. Markinas• 0 All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. 0 No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: 0 Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: 0 Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: 0 Such devices shall not adversely affect trees to be saved. 6. Fires: 0 Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: 0 Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencine: 0 Trees to be retained within 40 feel of a proposed building or grading activity shall be protected by fencing. 0 Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: 0 When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: 0 When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenchine and Tunneling: 0 When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: 0 Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: 0 Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. Digitally signed try Dlumant Gwaae Dhanvant Goradia email dhamanty ad 'a•gd incnet,c=aS Daft2021.01511:13M07 OWNER SIGNATURE (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 5/l/06 Page 1 of 1 3- 2" x 2" HARDWOOD STAKES ROOT BALL 12 GAUGE GALVANIZED WIRE NEW 1/2" RUB 12 GAUGE GALVAN ALLOW FOR SLIGHT N 3 2x2 HARDWOO 2'-6" MIN BELOW STAKE SHALL BE MIN. 18" OUT FIR, AND OUTSIDE OF SET ROOTBALL FLUSH TO 1-2" HIGHER IN SLOWLY SOILS. DO NOT COVER TI THE ROOTBALL' ROOTFLARE SHALL I ABOVE FINISH PRUNE 1:1 SLOPE Ot PLAN SCARIFY SIDES BEFORE PLACE RO( UNEXCAVATED OR TAI "I1 IVIt_,s IN MULTI -STEM TREE - STAKING SPECIFIED NOT TO SCALE PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK PRUNE SUCKERS IF FIELD GROWN, CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP Y3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1:1 SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT DECIDUOUS TREE - STAKING SPECIFIED NOT TO SCALE INSTALL SHRUBS SO THAT TH- TOP OF THE ROOTBALL IS.4 THE SAME GRADE A ORIGINALLY GROWN OR 1 ABOVE IN POOR DRAININ SOILS. DO NOT COVER THE TO OF THE ROOTBALL WITH SO REMOVE ALL STRING, WIRE, AN BURLAP FROM TOP Y3 OF BAl BACKFILL PLANTING PIT WIT NATIVE SOIL. INCORPORAT SLOW -RELEASE GRANULA FERTILIZE SCARIFY BOTTOM AND SIDE OF PIT SHRUB PLANTING NOT TO SCALE DO NOT PRUNE TERMINAL LEADER OR BRANCH TIPS REMOVE TAGS, LABELS AND PLASTIC SLEEVING DO NOT WRAPTRUNK PRUNE BROKEN BRANCHES 2-3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNK FLARE BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 6" SAUCER 1" COMPOST LAYER IF FIELD GROWN CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP Y3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT I ROOT BALL 12 GAUGE GALVANIZED WIRE 3-2"x2" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8' 2"x2" HARDWOOD STAKE, 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL 2-3" MULCH LAYER TO EDGE OF DRIPLINE KEEP 4-6" AWAY FROM TRUNKFLARE SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE 6" SAUCER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 1" COMPOST LAYER PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING 2-3" MULCH LAYER, KEEP AWAY FROM TRUNK 1" COMPOST LAYER PROVIDE MULCH UP AND OVER SAUCER 6" SAUCER REMOVE CONTAINER. SCARIFY PERIMETER ROOTS PLANT SCHEDULE TREES QT MAGSWE PLA ACE ACE RUB TIL COR ULM PAR BOTANICAL NAME MAGNOLIA VIRGINIANA PLATANUS X ACERIFOLIA ACER RUBRUM "ARMSTRONG" TILIA CORDATA'GREENSPIRF ULMUS PARVIFOLIA COMMON NAME SWEET BAY LONDON PLANE TREE "ARMSTRONG" RED MAPLE LITTLE LEAF LINDEN LACEBARK ELM MIN. INSTALLED SIZE INDIVIDUAL CANOPY 1.5" CAL. 113 3.5" CAL. 479 2.5" CAL. (EC) 53 3.5" CAL. (EC) 32S 1.5" CAL. 36E PER SPECIES(CRAfG I.' THO0479 479�212 1316 W. J. KO'rARSKI > 10980. 0402048507 6/V21 SHRUBS QTY I BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE CORSTO 18 CORNUS SERI CEA 'KELSEYI' RED TWIG DOGWOOD 18"HT./SPRD. ECH PUR 32 ECHINACEA PURPUREA PURPLE CONEFLOWER CONTAINER FOT GAR 23 FOTHERGILLA GARDEN II DWARF FOTHERGILLA 24" HT./SPRD. HYD QUE 8 HYDRANGEA QUERCIFOLIA SIKES DWARF 24" HT./SPRD. ILE CRE 45 ILEX CRENATA - HOOGENDORN HOOGENDORN HOLLY 24" HT./SPRD. ILE GLA 26 ILEX GLA BRA INKBERRY HOLLY 24" HT./SPRD. ILE WIN 31 ILEX VERTICILLATA IWINTERBERRY 24" HT./SPRD. 41 1271 ITE VIR 51 ITEA VIRGINICA'SPRICH' IVIRGINIA SWEETSPIRE 24" HT./SPRD. PAN VIR 19 PANICUM VIRGATUM'SHENANDOAH' ISHENANDOAH SWITCHGRASS 24" HT./SPRD. STREET TREE REQUIREMENTS * per Sec. 32.7.9.5 of the Albemarle County Code STREET LENGTH REQUIREMENTS CALCULATIONS REQUIRED PROVIDED SEMINOLE TRAIL 174 1 LF 1 LG TREE PER 50 LF 174.0 / 50 = 3.48 3 LG TREES 4 LG TREES INTERIOR PARKING LOT LANDSCAPE AREA REQUIREMENTS * per Sec. 32.7.9.6 of the Albemarle County Code REQUIREMENT PARKING LOT AREA CALCULATIONS REQUIRED PROVIDED 5% GROSS PARKING AREA 4,003 SF 4,003 x .05 = 200.15 SF 200 SF 284 SF INTERIOR PARKING LOT LANDSCAPING REQUIREMENTS * per Sec. 32.7.9.6 of the Albemarle County Code REQUIREMENT PARKING LOT SPACES CALCULATIONS REQUIRED PROVIDED 1 LG. OR 1 MED. SHADE TREE PER 10 PARKING 12 PARKING SPACES 12/10 = 1.2 2 LG. OR MED. SHADE TREES 2 LARGE SHADE TREES SPACES TREE COVER CALCULATIONS * per Sec. 32.7.9.8 of the Albemarle County Code SITE AREA REQUIREMENT CALCULATION REQUIRED QUANTITY PROVIDED QUANTITY 0.7 AC 0.7 AC x .1 EXISTING TREES: 7,265 SF X 1.25 BONUS (GROSS SITE AREA) 10% COVER = 0.07 AC 3,049 SF PROPOSED TREES: 3,444 SF = 3,049.2 SF TOTAL = 12,525 SF NOTE: -WHERE A PARKING AREA IS LOCATED SO THAT PARKED CARS ARE VISIBLE FROM AN OFF -SITE STREET, SHRUBS ARE TO BE INSTALLED AT A MINIMUM HEIGHT OF 12". -ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. T HEIGHT VARIES WITH PL 12" MIN. PLANT 2-3" MULCH LAYER 1" COMPOST LAYER AMENDED SOIL MIX UNDISTURBED EARTH GROUNDCOVER/ PERENNIAL PLANTING PLAN VIEW: EDGE OF BUILDING, WALK OR STRUCTURE VOIDS MULCH LINE PLANT UNDER DRIP LINE OF LIMBED UP SHRUBS & TREES TRIANGULAR INFILL SPACING PLANT PERIMETER AT INDICATED SPACING PLANT UP TO EDGE OF SHRUBS UNLESS OTHERWISE NOTED n E 0 0 u N 6 N C >E w 0 E FJ v 3 LL 0 3 Q 0 w 0 arum M (�a'J W O N v Z ate+ t", _ v x K _ < O Q V.)S v N = U VD C O N � M [1 � o w (Ji cc O x t� 0 N 0 w w_ U U a Z 0 to ac O r r•� Z O i f H Z O P 0- cc U U) w O Z O > W w H a 0 i@ 2 DATE 312212021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1"=10' LIJ 5 z Q N c i� N LL1 N 8 O z 0 H� C/) 8 J N a Q o c W'Q1. � I I LI J L v � Z � 0 o 1"I ID o mw J Q 3 N a C) N w U _j J Q o a Q Z ` 2 Q 2 o J ` E g tg U 'O 0 tr to M W 0 O I..L 8 o `1,9 V / L-� JOB N0. 47165 8 2 N C c SHEET N0. L2.0 L NOTES: 1 1. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL l DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS II AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. 2. FOR LED SOURCED LUMINAIRES, THE LATEST CLASSIFICATION TERMINOLOGY IS BUG. BUG (BACK LIGHT/UPLIGHT/GLARE) RATINGS ARE A MORE STRINGENT AND DEFINED METHOD OF CLASSIFYING LUMINAIRES. THE BUG RATING CAN BE FOUND INHERENTLY IN THE FIXTURES IES FILE. TO COMPLY WITH NOTE 1 ABOVE, THE "U" (UPLIGHT) DESIGNATION SHALL BE 0 (ZERO). II 3. THE 20' MAXIMUM HEIGHT OF THE POLE -MOUNTED FIXTURES INCLUDES ANY BASE. R_- oo 90.0. 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I -------------- I SZ' 4° � ' b.0 b.0 0.0 0.0 b.0 0.0 b.0 0.1 0.1 0.1 0.1-0.2 02 0.3 b.3 02 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0 0.2 I I o o � -, o- o 0 0 0 0 0 SEMINOLE LANE PUBLIC O - VARIABLE WIDTH RIN ------ Ion- - Ion- ----Ion- ----1on-- �T - �� _--1`Jn ----1J i -- 1'Jn -- qIon------ 1Jn-----1Jn,_ \A I - �19/y-} - - 1on- - - __ - - - T 4` \ `\ TRAFFIC R11 L-1 - 1�n- - - - -1sn- - - -1On --�ar��n _ -1�n =- �l --Lon-----Ion-----19n---T � TOP i<_i I -Inn- - - _cif - _ Ion- - - -1sn- - TO MIN ROUTE 29 IL J SEM/NOLE TRAIL IVARIABLE MDTH R/W MAST ARM \� � a/ d /. 4 ❑; TRAFFIC ------- -- ----- ---.- -�' .-- / 4- .4 Qom. < 4 v -------\-- �-`-a -- - - - - = - - - ---------------- --- ------ --- - - - - -- - -------------------- -_ - - - - - - - � - 4 ' -M-----M-----M--�- M----- n3nfr��c Tn U.S. ROUTE�29�sc'°�Et"=ts Luminaire Schedule Symbol (sty Label Arrangement Lum. Lumens Lum. Watts LLF Description Filename 2 994071<3 SINGLE 3117 28 1.000 Single Asymmetric Wide Beam, 3000°K, 20f 99407_BEGA-IES.ies QQ 3 �99408K3 BACK -BACK 3117 28 1.000 Twin Asymmetric Wide Beam, 3000°K, 20ft 99408_BEGA_IES.ies -0 8 ! 7000WWND SINGLE 184 20 1.000 Windfall Wall Sconce, 3000°K, 6ft MH WINDFALL OUTDOOR FIXTURE.ies Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Description Parking Lot Illuminance Fc 1.35 4.1 0.4 3.38 10.25 5ft Grid PL-H Illuminance Fc 0.05 0.2 0.0 N.A. N.A. 5ft Spacing, Horizontal PL-V Illuminance Fc 0.16 0.5 0.0 N.A. N.A. 5ft Spacing, 5ft Elevation Site Illuminance Fc 0.77 4.8 0.0 N.A. N.A. 5ft Grid r E O U N Ui N >E 0 E w 3 U w ¢ U-o 3 p 1 L - w 0 0 ¢ � U m Z ay N - v7 O Z . M _ v x U _j elf ce =� w oa N S N U > Z O = c v N-, w �� d M a' 00 vi K 0 D 0 N p w ,>w-I w H U p ¢ Z 0 In Of Z) 0 r CL O w c7 7% DATE 312212021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE W z Q N C W N 8 O z Z� Q w J a Q W > c m L >- Z `D a c c m J Z o l� p coV c U LLI o LU JC[f Nac�` ^ IJ °' 3 N w m Z o a V / � /V a o Y J E g U 0_ O MZ W Z I..L JOB NO. 47165 SHEET NO. L3.0 WINDFALL WALL SCONCE Modern, crisp lines and a slim profile combine in the handsome Windfall LED outdoor fixture. Indirect light bounces off the smooth, matte finish of the back plate to create a gentle glow for wayfinding in outdoor corridors and walkways. Outstanding protection against the elements: • Powder coat finishes • Stainless Steel mounting hardware • Impact -resistant, UV stabilized frosted acrylic lensing SPECIFICATIONS DELIVERED LUMENS 183.6 WATTS 20 VOLTAGE 12UV,277V DIMMING ELV LIGHT DISTRIBUTION Symmetric MOUNTING OPTIONS Wall CCT 3000K CRI 80 COLOR BINNING 3-Step BUG RATING NIA DARKSKY Non -compliant WET LISTED IP65 GENERAL LISTING ETL, ADA Can be used to comply with CEC 2019 Title 24 CALIFORNIA TITLE 24 Part 6 for outdoor use. Registration with CEC Appliance Database not required. START TEMP -30"C FIELD SERVICEABLE LED Yes CONSTRUCTION Aluminum HARDWARE Stainless Steel FINISH Powder Coat LED LIFETIME L70;>60,000 hours WARRANTY' 5 years WEIGHT 5lbs. Visit techllghting cam for specific warranty limkatiom and details ORDERING INFORMATION PRODUCT 700oW WND FINISH LAMP ■ BLOCK LED LED 80CN3000K. 12W I SAVER LED777 LED80CN., 3"K.277V techlighting.com LED pole top luminaires with asymmetrical light distribution Housing: Die-cast aluminum housing and slip fitter. Slip fits 3' O.D. pole top, secures to pole with three stainless steel set screws. Die castings are marine grade, copper free IS 0.3% copper content) A360.0 aluminum alloy. Enclosure: Faceplate is constructed of die-cast aluminum and is secured to housing with mechanically captive stainless steel fasteners. Tampered clear class. Reflector of pure anodized aluminum. Fully shielded to comply with LEED zones 1 and higher. Fully gasketed for weather tight operation using molded silicone rubber "U-channel- gasket. Electrical: 23.6W LED luminaire, 28.0 total system watts, -30'C start temperature. Integral 120V through 277V electronic LED driver, 0-10V dimming. LED modula(s) are available from factory for easy replacement. Standard LED color temperature is 4000K With a >80 CRI. Available In 3000K (>80 CRI): add suffix K3 to order. Note: LEDs supplied with Luminaire. Due to the dynamic nature of LED technology, LED luminaire data on this sheet is subject to change at the discretion of BEGA-US. For the most current technical data. please refer to www.bega-us.com. Finish: All BEGA standard finishes are polyester powder cost with minimum 3 mil thickness. Available in four standard BEGA colors: Black (BILK); While (WHIT); Bronze (BRZ); Silver (SLV). To specify, add appropriate suffix to catalog number. Custom colors supplied on special order. CSA certified to U.S. and Canadian standards, suitable for went locations. Protection class IP55 Weight: 20 lbs. EPA (Effective projection area): 0.75 sq. ft Luminaires Lumens: 3117 Pole-top luminaires - asymmetrical will [seam lamp A B C 99407 23AW LED Single 18% 211, 24 WINDFALL shown in black Type: BEGA Product: Project: Voltage: Color: Options: Modified: 1_. TECH LIGHTING �J WINDFALL shown in silver WINDFALL 1,-TECH LIGHTING WALL SCONCE 3oimmnm z1 �mm J l 1 l 1}y 1 f IS2. 99mm Windfall PH OTOM E T R I CS* Ko la e t pholvmetrk pka a Nstt ww«, a hhghti g.com/OU DOOR WINDFALL 70 IW 170' IW ISO' 14P Total Lumen Output: 183.6 Total Power: 20 58 130' Luminaire Efficacy: 84 47 :"olor Temp: 3000K 35 120P CRI: 80 23 No BUG Rating: N/A 12 W 0 gp U gp 23 m• 35 ep 47 6P 58 SIT 70 U 1 211' 3V 4d PROJECTINFO %TURF TYPE 6 QUANTITY IOS NAME L INFO NOTES iL TECH LIGHTING VISUAL COMFORT S7. CO. 02020 Tech li9hun9. L.LC. All rights mined. The•Tear b9hnn 9 graphic is a registered! oademah. 00 7400Linder Avarua, Skokie, Illinois 60D77 1 N TeLighting manes right tgnt to change Product m specificauons for Product w ts wimout noobratwn. T 817.110.1100 techlighting.com LED pole top luminaires with asymmetrical light distribution Housing: Die-cast aluminum housing and slip fitter. Slip fits 3" O.D. pole top, secures to pole with three stainless steel set screws. Die castings are marine grade, copper free is 0.3% copper content) A360.0 aluminum alloy. Enclosure: Faceplate is constructed of die-cast aluminum and is secured to housing with mechanically Captive stainless steel fasteners. Tampered clear class. Reflector of pure anodized aluminum. Fully shielded to comply with LEED zones 1 and higher. Fully gasketed for weather tight operation using molded silicone rubber *U-channel" gasket. Electrical: 23.6 W LED luminaire, 53.6 total system watts, -30'C start temperature. Integral 120V through 27TV electronic LED driver, 0-1 OV dimming. LED module(s) are available from factory for easy replacement. Standard LED color temperature is 4000K with a >80 CRI. Available in 3000K (>80 CRI); add suffix K3 to order. Note: LEDs supplied with luminaire. Due to the dynamic nature of LED technology, LED luminaire data on this sheet is subject to change at the discretion of BEGA-US. For the most current technical data, please refer to wivw.bega-us.com. Finish: All BEGA standard finishes are polyester powder coat with minimum 3 mil thickness. Available in four standard BEGA colors: Black B ; White (WHIT); Bronze (BRZ); Silver (SLV). To specify, add appropriate suffix to catalog number. Custom colors supplied on special order. CSA certified to U.S. and Canadian standards, suitable for wel locations. Protection class IP65 Weight: 40 lbs. EPA (Effective projection area): 0.75 sq. ft. Luminaire Lumens: 5814 KE Pole -top luminaires asymmetrical wide beam Larnp A B C 99408 2 23.6 W LED Twin 18%s 2'; 44'; Type: BEGA Product: Project: Voltage: Color: Options: Modified: M E CD rn u N Ui N C > o >E W q; E <Lu v 3 Q LL o 3 C)LL � W O m oo arum Cl. J —N M W O Do Z aQ M _ C �x a O Q In 2 wN =u>uD Q Cur) OCT, N w M a � DO _1u F am O �c Z O f f Z O a U U Ln W O Z O U) Lu w W H— a 0 7IIT ., DATE 312212021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE W z Q W O z III L Q W' } I- Z 1"1 0 U W J N Q N LU W m J Q V) V U D m oC Q V / co W UJ ''2^ VJ I— D U CD /�2r� lJ J s a I r O a BEGA 1000 BEGA Way, Carpinteria, CA 93013 (800684-0533 FAX (805)566-9474 www.bega-us.com Clcopyright BEGA 2019 Updated 01 /17/2019 BEGA-US 1000 BEGA Way, Carpinteria, CA93013 (805)684-0533 FAX(805)566-9474 www.bega-us.com Ocopyright BEGA-US 2016 Updated 02/19 H JOB NO 47165 SHEET NO. L4.0 ��Or U � m �RGIN�P COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 22902-4596 Memorandum To: Craig Kotarski, P.E. (craig.kotarski@timmons.com) From: Cameron Langille — Principal Planner Division: Planning Services Date: April 15, 2021 Second Revision: July 28, 2021 Subject: SDP202100020 — Starbucks 2231 Seminole Lane — Final Site Plan The Planner for the Planning Services Division of the Albemarle County Department Community Development will recommend approval of the plan referred to above when the following items have been satisfactorily addressed. (The following comments are those that have been identified at this time. Additional comments or conditions may be added or eliminated based on further review.) [Each comment is preceded by the applicable reference to the Albemarle County Code.] Applicable Comments from Initial Site Plan Action Letter (March 8, 2021): 1. [32.5.2 (a)] On sheet 1.0 or the notes sheet, please state all applicable supplemental regulations from Section 18-5.1.60 that apply to the drive -through window. a. Please be aware that the applicant has a filed a special Exception (SE) request to vary the requirements of Section 18-5.1.60 (d). The SE request is going before the Board of Supervisors (BOS) at the March 17, 2021 BOS meeting. If the Board approves the SE request, please be sure to include the exact language from the condition that is proposed with the SE: "The drive -through window may open for business no earlier than 5:30 A.M. and must close no later than 10:00 P.M. daily." Rev. 1: Please revise the note on Sheet C 1.0 so that it states "SE202000029 approved by Albemarle County Board of Supervisors on March 17, 2021. The following condition applies to drive -through window hours of operation: The drive -through window may be open for business no earlier than 5:30 AM and must close no later than 10:00 PM daily." Rev. 2: Comment addressed. 2. [32.5.2 (a)] Please revise the zoning note so that it states that portions of the property are within the Managed Steep Slopes Overlay District. Rev. 1: Comment addressed. 3. [32.5.2 (a)] Please update the property labels for all adjacent properties on Sheet 2.0 so that the labels state the zoning districts for those properties. Rev. 1: Comment addressed. 4. [32.5.2 (a)] According to Albemarle County GIS, there is a parcel located north of the site, identified as TMP 045131-05-OA-Ol0A0, that is not shown on the site plan. Please show these property boundaries, and state the zoning district, owner name, and recorded instrument number for the parcel. Rev. 1: Comment addressed. 5. [32.5.2 (d)] Please adjust the symbology used for areas of Managed Steep Slopes on all applicable drawings. It is difficult to distinguish the western edge of where Managed Steep Slopes are located. Rev. 1: Comment addressed. 6. [32.5.2(e)] Identify the types and sizes of the existing landscape features as described in section 32.7.9.4(c). Rev. 1: Comment addressed. 7. [32.5.2(e)] On the existing conditions and landscaping sheets, provide labels identifying whether the existing wooded areas are composed of evergreen, deciduous or a mix of types of trees. Rev. 1: Comment addressed. 8. [32.5.2 (i)] On all applicable drawings, please state the recorded instrument number for the 18' access easement at the front of the parcel. Indicate whether the access easement is public or private. Rev. 1: Comment addressed. 9. [32.5.2 (i)] Please show and label Seminole Lane on all applicable drawings. State whether it is a public or private street, and state the recorded instrument number that created the street right-of-way (ROW). Rev. 1: Comment addressed. a. State the width of Seminole Lane in the street label. Rev. 1: Comment addressed. 10. [32.5.2 (j)] Please show and label all existing water, sewer, and drainage easement on the property. State the easement type (e.g. ACSA water easement), the easement dimensions, and the recorded instrument (deed book/page) for each existing easement in the easement labels. Rev. 1: Comment stands pending ACSA confirmation that all existing ACSA easements are shown. Rev. 2: See attached ACSA comments. 11. [32.5.2 (k)] Please update labels for all proposed water, sewer, drainage, and stormwater easements on the final site plan and state the easement type and width. a. Prior to final site plan approval, an Easement Plat Application must be submitted, reviewed, approved, and recorded. Once recorded, the final site plan will need to be updated so that all new easement labels indicate the recorded instrument number of the plat (deed book and page). Rev. 1: Comment stands, easement plat must be submitted, reviewed, approved, and recorded prior to final site plan approval. Once the easement plat is recorded, the new easements must be shown with their type, width, and recorded instrument number. Per Engineering Division comments, public drainage and SWM easements will require a deed of dedication. Once recorded, the instrument number for the recorded deeds of dedication must also be stated in the public easement labels. Rev. 2: Per applicant correspondence, an easement plat application will be submitted for review. Once the easement plat is approved and recorded, please update all new easement labels so they state the easement type, width, and recorded instrument numbers of the plat and/or deeds that correspond to each easement. 12. [32.5.2 (1)] Please show and label all existing utility easements on the property. State the easement type, dimensions, and the recorded instrument (deed book/page) for each existing easement in the easement labels. Rev. 1: Comment addressed. 13. 132.5.2 (n)] Prior to final site plan approval, please update the dumpster enclosure detail so that it indicates the height of the screening wall. Rev. 1: Comment addressed. 14. [32.6] The final site plan must comply with all applicable requirements of Section 32.6 prior to approval. Rev. 1: See comments under "New Comments Final Site Plan' section below. Rev. 2: Comment stands, see below. 15. [General comment] Prior to final site plan approval, a Water Protection Ordinance (WPO) application must be reviewed and approved. WPO202100003 is currently under review, please see Engineering comments for further information. Rev. 1: Comment stands, please see Engineering Division comments. Rev. 2: Comment stands, see attached Engineering comments. WP0202100003 not vet approved. 16. 132.5.2(p), 32.7.2.11 The proposed entrances shall be designed and constructed as required by the standards of the Virginia Department of Transportation. VDOT approval of the proposed entrances to the site shall be required prior to final site plan approval. Rev. 1: Comment addressed, see attached VDOT comments. 17. [32.5.2(n)] Any proposed outdoor lighting must be shown on the site plan. A photometric plan and lighting cut sheets must be provided with the final site plan. Proposed lighting must comply with requirements of Sections 32.7.8 & Section 4.17 of the Zoning Ordinance. a. [4.17.4] Provide a luminaire schedule identifying each type of outdoor luminaire proposed. Include 2 the manufacturer name, model number, lamp type (e.g. LED, incandescent, etc.), wattage/lumens emitted, and pole/mounting height. Include a column in the schedule that identifies the symbology used for each fixture on the lighting plan. State the number of each outdoor luminaire provided by type. Rev. 1: Please revise the symbology used for the proposed outdoor luminaires. They are very difficult to see on the Lighting Plan and staff can't verify the total quantity of each outdoor light provided. It appears there may be five (5) single asymmetric wide beams luminaires provided, not two. Rev. 2: Comment addressed. b. [4.17.4] Provide manufacturer cut sheets for all outdoor luminaires that will emit 3,000 lumens or greater. Be sure that the cut -sheets identify that these luminaires will be equipped with full -cutoff fixtures. Rev. 2: Comment addressed. c. [4.17.4] Provide a table with photometric data for each luminaire type. Please be aware that Albemarle County requires photometric plans to use a Light Loss Factor (LLF) of 1.0 to calculate footcandle measurements on site plans. Rev 1: Comment not addressed. LLF uses is 0.085. Please use LLF of 1.0 and recalculate footcandle measurements. Rev. 2: Comment addressed. d. [4.17.4 (b)(1)] Footcandle measurements at property lines along roads or properties within residential zoning districts cannot exceed 0.5 footcandles. Rev. 1: Comment stands pending revisions specified in comment # 17d above. Rev. 2: Comment addressed. e. 14.17.4 (b)(2)] Add a note to the lighting plan stating "All outdoor lighting, regardless of the amount of lumens, shall be arranged or shielded to reflect light away from adjoining residential districts and away from adjacent roads." Rev. 1: Comment addressed. f. [4.17.4 (b)(1)] Add a note to the lighting plan stating "The spillover of lighting from luminaires onto public roads and property in residential or rural areas zoning districts shall not exceed one-half foot candle." Rev. 1: Comment addressed. g. [4.17.4 (a)] Add a note to the lighting plan stating "All outdoor luminaries emitting 3,000 lumens or greater shall be equipped with a full -cutoff fixture." Rev. 1: Comment addressed. 18. [32.7.91 Please provide a landscaping plan that complies with all requirements of Section 32.7.9 on the final site plan. This includes the following: a. Please update the landscape schedule so that a column is provided that states the canopy area per individual landscaping species, and then a separate column stating the total canopy per species based on the quantity of each tree or shrub species provided. The canopy areas per species must match the Plant Canopy Calculations table hyperlinked below. Currently, some of the canopies do not match the list. Rev. 1: Comment not fully addressed. Per the Plant Canopy Calculations table, the canopy for individual London Plane trees is 479 sq. ft. Please revise. Rev. 2: Comment addressed. b. Staff suggests revising the caliper of trees provided in the landscape schedule so that they match code requirements. For example, street trees are required to be installed at calipers between 1 % and 1 1/4 inches. But the street trees are proposed to be installed at 3.5" caliper. Rev. 1: Comment addressed. c. [32.7.9.4 (c)] Existing landscape features as described in this Code section. Rev. 1: Comment not fully addressed. In order to gain the canopy bonus for total tree canopy provided on site. the Conservation Checklist needs to be included on the plans and signed by the owner. Please add this on the next submittal. Rev. 2: Comment addressed. d. [32.7.9.51 Update the street trees required calculation. Four (4) street trees are required, not three (3) as currently stated. Add an additional street tree to the landscape plan. Rev. 1: Comment addressed. e. 132.7.9.81 Minimum total landscaping canopy for the site area. 10% of the site must be canopy area. Site area is calculated as described in Section 32.7.9.8 (c). Please provide a calculation on the landscaping plan identifying the percentage and sq. ft. of required and proposed canopy area. Be sure the calculation identifies where the 9,353 sq. ft. of canopy is coming from. Rev. 1: Comment partially addressed, please update the total canopy provided once the total canopy for the proposed London Plane trees has been updated, per comments #18a above. Rev. 2: Comment addressed. f. All proposed landscaping must be species identified on the Albemarle County Approved Plants List. Rev. 1: Comment addressed. g. Canopy areas for specific tree and shrub species can be obtained from the Plant Canopy Calculations table. Rev. 1: Comment not fully addressed, please state the canopy coverage area for the Winterberry shrubs in the Plant Schedule on Sheet L2.0. Rev. 2: Comment addressed. Sew Comments Final Site Plan: 19. [32.6.2 (c)] See Engineering Division comment #5. Please show all off -site grading needed, including grading in the Virginia telephone easement. If grading is needed on adjacent properties, then off -site construction easements will need to be obtained from adjacent property owners prior to final site plan approval. These easement can be shown on the easement plat mentioned earlier in the comment letter. Rev. 2: Comment stands, see attached Eneineerin¢ comments. Quitclaim must be completed prior to final site plan approval. a. Please be aware that any off -site easement will need to obtain owners approval. Those owners will need to sign the easement plat prior to County approval. Rev. 2: Comment stands, see attached Engineering comments. Quitclaim must be completed prior to final site plan approval. 20. [32.6.2 (i)] Please see Inspections Division comments. ADA accessible spaces must be provided in locations as specified by the Building Code. Accessible space may need to be relocated. Rev. 2: Comment addressed. 21. [32.7.3 and 4.12.4 (c)] Staff have received the request to modify the minimum number of parking spaces required, and this has been forwarded to the Zoning Administrator for review. Planning staff will forward any comments or approvals from the Zoning Administrator once their review is complete. Rev. 2: Comment addressed. See attached Zoning Division approval. a. If the request is not approved, then additional parking spaces will be required. Rev. 2: Comment addressed. See attached Zoning Division approval. Please contact Cameron Langille at the Department of Community Development at blanig Ile@albemarle.org or 296- 5832 eat. 3432 for further information. Comments from Other Reviewers: Albemarle County Architectural Review (ARB) — Kristopher Taggart, ktaaeartgalbemarle.org — Requested changes, see attached. Albemarle County Engineering Services (Engineer) — Emily Coat, ecox2@albemare.org — Requested changes, see attached. Albemarle County Building Inspections — Betty Slough, bslough@albemarle.org — No objection, see attached. Albemarle County Zoning Division — Francis MacCall, fmaccall@albemarle.org — See attached approval of parking reduction request. Albemarle County Service Authority (ACSA) — Richard Nelson, melson@serviceauthority.org = Requested changes, see attached.