The URL can be used to link to this page

Home My WebLink AboutSDP201600055 Letter of Revision 1 Approval 2018-07-03 of 411114 COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road Charlottesville,Virginia 22902-4596 Phone(434)296-5832 Fax(434)972-4126 July 3, 2018 Dustin Greene, EIT Roudabush,Gale,&Associates 172 South Pantops Drive Charlottesville,VA 22911 dgreene@roudabush.com RE: SDP201600055 Monscane Center—Final Letter of Revision#1 Dear Dustin, This letter approves as a Letter of Revision an amendment to the Monscane Center final site plan to include the following changes as depicted on plans titled"Letter of Revision.#1 SDP201600055 Final Site Plan for Monscane Center"prepared by Roudabush, Gale, & Associates last revised 6/29/18: • Addition of porticos on Building 1 to match building plans associated with B201800801 NC • Lead walk changes around Building 1 reducing sidewalk from 6' to 5' • Addition of wheel stops to ADA spaces • Shift of ADA spaces • Addition of handrail This is your first letter of revision for this site. Please note that a total of three Letters of Revision are allowed before all changes to the site plan are required to be submitted in the form of a new site plan amendment. If you have any questions please feel free to contact me. If you have any questions please feel free to contact me. Sinc ely, R becca Ragsdal Senior Planner Enclosures �� ROUDABUSH, GALE & ASSOCIATES, INC. ,21 A PROFESSIONAL CORPORATION 8 P LAND SURVEYING Serving Virginia Since 1956 ENGINEERING LAND PLANNING ENGINEERING DEPARTMENT" SURVEY DEPARTMENT 172 SOUTH PANTOPS DRIVE.STE.A 914 MONTICELLO ROAD JIM L.TAGGART.P.E. CHARLOTTESVILLE,VA 22911 CIIARLOTI'I-:SVILLE.VA 22902 PI (434)979-8121 WILLIAM J.LEDBETTER.L.S. DON FRANC'U.1?E. PHONE(434)977-0205 BRIAN D.JAMISON.L.S. DAVID M.ROBINSON.P.E. FAX(434)979-1681 FAX(434)296-5220 DAVID A.JORDAN.L.S. AMMY M.GEORGE.L.A. INFO*ROI,DABI ISH.COM KRImin IER C.WINTERS.L.S. June 13,2018 Rebecca Ragsdale Senior Permit Planner Albemarle County Community Development Department 401 McIntire Road Charlottesville,Virginia 22902 RE: Monscane Center—SDP201600055-Letter of Revision Request Letter Dear Rebecca, Please consider this letter and revised Site Plan Sheets 1,4,and 5 as our request for a letter of revision to the referenced site plan. The updated building footprint matches the architectural plans by Bob Anderson. The changes include the following: 1) The lead walk on the northern side of the building was shifted so that it is in front of the portico. 2) The lead walk on the southern side of the building was reduced from 6'to 5'. 3) Wheel stops were added to the upper parking lot so that the 5'sidewalk is ministerial. 4) The ADA space was shifted so that the ADA access would be the shortest path for both entrances. 5) A handrail was added to the ADA access for the southeast entrance to divert pedestrians around high step. We thank you for taking the time to review this request. Please let me know if you have any questions or require additional information. Sincerely, Dustin Greene,EIT AAP- POI M M A clivon c o -b cd 4 (emmui1 il cit/ Owl LUnneoLb L- CV4JV\ kO 1 A pplication for x ,® Letter of Revision la-e- t- .. Vivv IVILetter of Revision=$108 This application may require additional review by the Fire Marshal. Fees in addition to those shown on this application may be required as required by the Fire Prevention Code Fee Schedule. A copy of the schedule is available from the Fire Marshal. Final Site Plan Name and Number Contact (who should we contact about this project) Steve Melton • izi ' S Street Address 195 Riverbend Drive (e vuu j)ji, City Charlottesville State VA Zip Code 22906 Phone Number 434-979-8181 Email steve@virginialandcompany.com ) Owner of Record Albemarle Land, LLC Street Address 195 Riverbend Drive City Charlottesville State VA Zip Code 22906 Phone Number 434-979-8181 Email Applicant Dustin Greene Street Address 172 South Pantops Drive City Charlottesville State VA Zip Code 22911 Phone Number 434-979-8121 ext 110 Email dgreene@roudabush.com SUBMITTAL REQUIREMENTS: I;a The appropriate fee, G6 The site plan number that the change applies to, IZI A request letter describing the proposed changes from the owner or authorized agent, EZ 4 copies of the plan that shows the proposed changes, Changes must be shown on the sheet or sheets from the approved final site plan,or on an 11"X17"copy of that portion of the approved final site plan. Owner/Applicant Must Read and Sign I hereby certify that the information provided on this application and accompanying information is accurate,true and correct to the best of my kux F dge a • belief. /',,A - / - , i,,,,,e ( Z, 2d/; Signature of•wner 4alip Date St [E1'1 A. W1e 14-0, Z7'-' jv6 - .?s,1'.62(Zr/_0 Print Nam Daytime phone number of Signatory FOR OFFICE USE ONLY LOR# Fee Amount$ I - Date Paid I who(eVG C?rfirldtifremt# I 11j(n Ck# )0 14By:k),. County of Albemarle Department of Community Development 401 McIntire Road Charlottesville,VA 22902 Voice: (434)296-5832 Fax: (434)972-4126 REVISED 4/23/2018 Page 1 of 1 r:-® ROUDABUSH, GALE & ASSOCIATES, INC. e 121 A PROFESSIONAL CORPORATION $ p LAND SURVEYING Serving Virginia Since 1956 ENGINEERING LAND PLANNING ENGINEERING DEPARTMENT SURVEY DEPARTMENT 172 SOUTH PANTOPS DRIVE.STE.A 914 MONTICELLO ROAD JIM L.TAGGART.P.E. CHARLOTTESVILLE,VA 22911 CHARLOTTESVILLE,VA 22902 WILLIAM J.LEDBETTER,L.S. DON FRANCO.P.E. PI TONE(434)979-8121 PHONE(434)977-0205 BRIAN et.JAMISON.L.S. DAVID M.ROBINSON.P.E. FAX(434)979-1681 FAX(434)296-5220 DAVID A.JORDAN,L.S. AMMY M.GEORGE.L.A. INFOrd;ROUDABUSH.COM KRISfOPHER C.WINTERS,L.S. June 29,2018 Rebecca Ragsdale Senior Permit Planner Albemarle County Community Development Department 401 McIntire Road Charlottesville,Virginia 22902 RE: Monscone Center—SDP201600055-Letter of Revision Request Letter Dear Rebecca, Please consider this letter and revised Site Plan Sheets 1,4,and 5 as our request for a letter of revision to the referenced site plan. The updated building footprint matches the architectural plans by Bob Anderson. The changes include the following: 1) The lead walk on the northern side of the building was shifted so that it is in front of the portico. 2) The lead walk on the southern side of the building was reduced from 6'to 5'. 3) Wheel stops were added to the upper parking lot so that the 5'sidewalk is ministerial. 4) The ADA space was shifted so that the ADA access would be the shortest path for both entrances. 5) A handrail was added to the ADA access for the southeast entrance to divert pedestrians around high step. 6) All ADA parking and access isles are less than 1:48. We thank you for taking the time to review this request. Please let me know if you have any questions or require additional information. Sincerely, 41 Dustin Greene,EIT SITE DATA DEVELOPER: OWNER CW HURT CONTRACTORS, INC ALBEMARLE LAND, LLC Cover Sheet 1 195 RIVERBEND DR 95 RIVERBEND DR o es e dis CHARLOTTESVILLE, VA 22911 Lx' Usting Conditi ns Demo Plan CHARLOTTESVILLE, VA 22911 Layout Plan MEL 78-11 Grading Plan =ca LEGAL REFERENCE & SOURCE OF TITLE: DEED BOOK 2860 &,PAGE NUMBER 231 SITE ATEA 4.81 AQ a n d s s rp) e anr j. MAGISTERIAL, DISTRICT: RIVANNA, COUNTY OF ALBEMARLE Lighting Plan SOURCE OF BOUNDARY SURVEY, DOMINION ENGINEERING 03/21/2016 Lighting Plan Cut Sheets SP9 LOADING REQUIRIVIENTS SOURCE OF TOPOGRAPHY: FIELD SURVEY BY DOMINION ENGINEERING 03/21/16. VERTICAL DATUM: NAVD 88 Storm Sewer Drainage Areas and Calculations THE AREA SHOWN HEREON IS LOCATED IN ZONE *X' AND DOES NOT FALL WITHIN FLOOD HAZARD ZONE *A* FOR A (1) SPACE FOR FIRST 8,000 SF AND (1) FOR EACH 100 YEAR FLOOD AS SHOWN ON FEMA MAP NO 51003CO287D. THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS, ADDITIONAL 20,000 SF. NO ELEVATION STUDY HAS BEEN PERFORMED AS A PORTION OFTHISPROJECT. Details i FOR 45,000 SF, 3 LOADING SPACES ARE REQUIRED. WATERSHED: SOUTHFORK RIVANNA (BELOW, RESERVOIR) 3 LOADING SPACES PROVIDED BENCHMARK(S): TOP OF EXISTING SANITARY MANHOLE "EX -A" ON NORTHEAST END OF SITE = 443.79' IMPERVIOUS AREA SUMMARY WATER SOURCE: EX. 8* ACSA WATERLINE ALONG OLYMPIA DRIVE. PREDEVELOPED: Z GRASS/01PENSPACE 209,534 SF 4,81 AC SEWER SERVICE: EX. ACSA 8* SANITARY SEWER ON SITE. POSTI)EVELOPED: M AMUM BUILDING HEIGHT. 35' GRASS/0PENSPACE 98,742 SF 2.27 AC C) BUILDINGS 23,192 SF 0.53 AC PRIMARY ZONING: HC SIDEWALKS 5,715 SF 0.13 AC NO VARIANCES PARKING/ROADS 81,885 SF 1.88 AC BUILDING SETBACKS C1 ZONING 209,534 SF 4.81 AC SETBACKS: C VALUES FOR MONSCANE CENTER FRONT, ADJACENT TO PUBLIC ROAD: ((2.54 AC * 0.9) + (2.27 AC 0.3))/4.81 AC = 0.62 BUILDING - 30' co PARKING - 10' TRIP GENERATION SUMMARY SIDE AND REAR, ADJACENT TO RESIDENTIAL BUILDING - 50' FROM ITE' TRIP GENERATION MANUAL 7TH ED. PARKING - 20' < 0 ADJACENT TO COMMERCIAL: CODE : 710 (GENERAL OFFICE BUILDING) BUILDING - NONE FLOOR AREA = 45,000 GSF PARKING - NONE VPD: SIDE AND REAR - NONE 0 Ll CURRENT USE, VACANT PROPOSED USE; OFFICE PARKING REQUIREMENTS 1 SPACE PER 200 SF OF 80% GROSS FLOOR AREA BUILDING 1: 12,000 SF BUILDING 3: 12,000 SF BUILDING 2: 21,000 SF TOTAL 45,000 SF 80% OF 45,000 SF = 36,000 SF 200 SF = 180 SPACES REQUIRED 80% OF 12,000 SF = 9,600 SF / 200 SF = 48 SPACES REQUIRED BUILDING 1 - 49 SPACES PROVIDED BUILDING 2 - 48 SPACES PROVIDED 80% OF 21,000 SF = 16,800 SF / 200 SF = 84 SPACES REQUIRED BUILDING 3 - 484 SPACES PROVIDED 9 ON STREET PARKING ALONG OLYMPIA DRIVE PROVIDED = 190 SPACES INCLUDING 9 ON STREET PARKING OK UTILITIES 1. ANY DAMAGE TO EXISTING UTILITIES CAUSED BY CONTRACTOR OR ITS SUBCONTRACTORS SHALL BE CONTRACTOR'S SOLE RESPONSIBILITY AND REPAIRED AT CONTRACTOR'S EXPENSE. 2. THESE PLANS DO NOT GUARANTEE THE EXISTENCE, NON-EXISTENCE OR LOCATION OF UTILITIES. CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OR THE NON-EXISTENCE OF UTILITIES. AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION OR CONSTRUCTION, CONTRACTOR SHALL NOTIFY MISS UTILITY (1-800-552-7001) AND/OR THE RESPECTIVE U11LITY COMPANIES FOR GAS, WATER, SEWER, POWER, PHONE AND CABLE. CONTRACTOR SHALL TIMELY ARRANGE TO HAVE THE VARIOUS UTILITIES LOCATED, AND TO HAVE THEM REMOVED OR RELOCATED, OR TO DETERMINE THE METHOD OF PROTECTION ACCEPTABLE TO THE RESPECTIVE OWNER, IF THE METHOD OF PROTECTION IS NOT OTHERWISE SPECIFIED. CONTRACTOR SHALL CONDUCT ITS WORK IN THE VICINITY OF EXISTING UTILITIES IN ACCORDANCE WITH THE RESPECTIVE UTILITY'S RULES AND REGULATIONS. ANY COST INCURRED FOR REMOVING, RELOCATING OR PROTECTING UTILITIES SHALL BE BORNE BY CONTRACTOR UNLESS INDICATED OTHERWISE. CONTRACTOR SHALL EXCAVATE TO LOCATE BURIED UTILITIES FAR ENOUGH IN ADVANCE OF ITS WORK TO ALLOW FOR HORIZONTAL AND /OR VERTICAL ADJUSTMENTS TO ITS WORK AND/OR THE UTILITIES. NO ADJUSTMENT IN COMPENSATION OR SCHEDULE, WILL BE ALLOWED FOR DELAYS RESULTING FROM CONTRACTOR'S FAILURE TO CONTACT AND COORDINATE WITH UTILITIES. 3. WHEN THE WORK CROSSES EXISTING UTILITIES, THE EXISTING UTILITIES SHALL BE ADEQUATELY SUPPORTED AND PROTECTED FROM DAMAGE DUE TO THE WORK. ALL METHODS FOR SUPPORTING AND MAINTAINING THE EXISTING UTILITIES SHALL BE APPROVED BY THE RESPECTIVE UTILITY COMPANY AND/OR THE ENGINEER. CONTRACTOR SHALL EXERCISE- CARE, TO INSURE THAT THE GRADE .AND ALIGNMENT OF EXISTING UTILITIES ARE MAINTAINED AND THAT NO JOINTS OR CONNECTIONS ARE DISPLACED. BACKFILL SHALL BE CAREFULLY PLACED AND COMPACTED TO PREVENT FUTURE DAMAGE OR SETTLEMENT TO EXISTING UTILITIES. ANY UTILITIES REMOVED AS PART OF THE WORK, AND NOT INDICATED TO BE REMOVED OR ABANDONED, SHALL BE RESTORED USING MATERIALS AND INSTALLATION EQUAL TO THE UTILITY'S STANDARDS. 4. CONTRACTOR SHALL NOTIFY LANDOWNERS, TENANTS AND THE PROJECT MANAGER PRIOR TO THE INTERRUPTION OF ANY SERVICES. SERVICE INTERRUPTIONS SHALL BE KEPT TO A MINIMUM AND SHALL ONLY OCCUR WITH THE KNOWLEDGE AND PERMISSION, OF THE SERVICE'S OWNER OR AUTHORITY. 5. THE ADJUSTMENT OF ALL MANHOLE TOPS, WATER VALVE BOXES, GAS VALVE BOXES AND WATER METER BOXES SHALL BE THE RESPONSIBILITY OF CONTRACTOR. 6. ALL WATER METER, VALVES AND FIRE HYDRANT ADJUSTMENTS/RELOCATIONS SHALL BE PERFORMED BY THE CONTRACTOR, CONTRACTOR SHALL KEEP A 'REDLINE" SET OF PLANS DOCUMENTING ALL SUCH AS -BUILT REVISIONS. DRAINAGE SYSTEMS 1. CONTRACTOR SHALL EXERCISE CARE, ESPECIALLY AT INTERSECTIONS AND GUTTER LINES, TO PROVIDE POSITIVE DRAINAGE. ANY AREAS WHERE WATER IS IMPOUNDED SHALL BE CORRECTED BY CONTRACTOR AT NO ADDITIONAL COST. POSITIVE DRAINAGE OF ALL ROADWAY AREAS TO. THE STORM DRAIN INLETS OR OTHER ACCEPTABLE DRAINAGE CHANNELS AS NOTED ON THE PLANS IS REQUIRED. 2. CONTRACTOR SHALL MAINTAIN EXISTING STREAMS, DITCHES, DRAINAGE STRUCTURES, CULVERTS AND FLOWS AT ALL TIMES DURING THE WORK. CONTRACTOR SHALL PAY FOR ALL PERSONAL INJURY AND PROPERTY DAMAGE WHICH MAY OCCUR AS A RESULT OF FAILING TO MAINTAIN ADEQUATE DRAINAGE. 3. ALL PIPES, DI'S AND OTHER STRUCTURES SHALL BE INSPECTED BY THE PROJECT MANAGER BEFORE BEING BACKFILLED OR BURIED. THE PROJECT MANAGER MAY REQUIRE CONTRACTOR, AT NO ADDITIONAL COST, TO UNCOVER AND RE-COVER SUCH STRUCTURES IF THEY HAVE BEEN BACKFILLED OR BURIED WITHOUT SUCH INSPECTION. 4. ALL CATCH BASINS ENCOMPASSED WITHIN NEW CONSTRUCTION. SHALL BE CONVERTED TO DROP INLETS. 5. REMOVED PIPE SHALL BE THE PROPERTY OF CONTRACTOR . UNLESS NEGOTIATED OTHERWISE BEFORE PROJECT BIDDING; AND IF NOT SALVAGED FOR RE -USE, SH,ALL.BE DISPOSED OF LAWFULLY. 6. ALL STORM SEWER PIPE AND DROP INLETS SHALL BE CLEARED OF DEBRIS AND ERODED MATERIAL PRIOR TO FINAL ACCEPTANCE. 7. ALL STORM SEWER PIPE JOINTS SHALL BE SEATED AND SEALED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 8. ALL EXISTING ROOF DRAINS AND OTHER DRAINAGE CONDUIT BLOCKED OR DISRUPTED FROM THEIR PRE -CONSTRUCTION DRAINAGE PATTERNS SHALL BE SHORTENED,, EXTENDED OR OTHERWISE ROUTED USING MATERIALS APPROVED BY THE ENGINEER, AND IN SUCH A WAY THAT THE NEW DRAINAGE PATTERNS ARE ACCEPTABLE TO ENGINEER AND THE PROJECT MANAGER. IN 11-01 TRIPS PER 1,000 GSF * 45 = 495 VPD A.M. PEAK HOUR : 1.55 TRIPS PER 1,000 GSF 45 = 70 VPD P.M. PEAK HOUR 1.49 TRIP PER 1,000 GSF 45 = 67 VPD SUBDIVISION AREA 77-11A2 = 47,042 SF = 1.08 AC 77-11A3 = 98,169 SF = 2.25 AC 77-11A4 = 64,341 SF = 1.48 AC 77-11 = 209,534 SF = 4.81 AC CRITICAL AREAS THERE WILL BE DISTURBANCE OF MANAGED SLOPES AS PART OF THIS DEVELOPMENT. THE MANAGED SLOPES ARE NOT ASSOCIATED WITH A WATER FEATURE AND ARE NOT' NATURAL. CONCRETE AND ASPHALT 1. ALL FORMS SHALL BE INSPECTED BY THE PROJECT MANAGER OR HIS REPRESENTATIVE BEFORE ANY CONCRETE IS PLACED. THE PROJECT MANAGER MAY REQUIRE CONTRACTOR, AT NO ADDITIONAL COST, TO REMOVEAND REPLACE CONCRETE PLACED PRIOR TO OR WITHOUT SUCH INSPECTION. 2. ALL MATERIAL INSIDE FORMS SHALL BE CLEAN AND FREE OF ALL ROCKS AND OTHER LOOSE DEBRIS. SUB -BASE MATERIAL SHALL BE COMPACTED BY MECHANICAL MEANS. 3. CONCRETE SHALL NOT BE PLACED UNLESS THE AIR TEMPERATURE IS AT LEAST 40 DEGREES FAHRENHEIT (F) IN THE SHADE AND RISING. 4.1/2" PREMOLDED EXPANSION JOINT MATERIAL SHALL BE PLACED AT A MAXIMUM OF 30' INTERVALS ON NEW SIDEWALK, CURB, CURB & GUTTER, AT EACH END OF DRIVEWAY ENTRANCES, AT EACH END OF HANDICAP RAMPS, SOME POINT ON ENTRANCE WALKS AND STEPS ADJUSTMENTS, AND ALONG BUILDINGS AND WALLS WHERE NEW CONCRETE SIDEWALKS ARE PLACED AGAINST THEM. 5. ALL EXISTING CURBS, CURB & GUTTER, SIDEWALK AND STEPS TO BE REMOVED SHALL BE TAKEN OUT TO THE NEAREST JOINT. 6. EXISTING ASPHALT CONCRETE PAVEMENT SHALL BE SAW CUT AND REMOVED AS PER THE SPECIFICATIONS. REMOVAL SHALL BE DONE IN SUCH A MANNER AS TO NOT TEAR, BULGE OR DISPLACE ADJACENT PAVEMENT EDGES SHALL BE CLEAN AND VERTICAL, ALL CUTS SHALL BE PARALLEL OR PERPENDICULAR TO THE DIRECTION OF TRAFFIC. 7. DISPOSAL OF ALL EXCESS MATERIAL IS THE RESPONSIBILITY OF CONTRACTOR. 8. SEAL (TACK) COAT SHALL BE APPLIED IMMEDIATELY BEFORE ASPHALT IS LAID AND SHALL EXTEND ALONG 'THE BURIED VERTICAL EDGE OF CURBING UP TO THE ELEVATION OF THE TOP OF THE ASPHALT LAYER. ACSA GENE 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 LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WERE SHOWN ARE ONLY APPROXIMATELY CORRECT THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY, 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) 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. 7. ALL WATER AND SEWER APPURTENANCES. ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL. BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE UNE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10.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). VICINITY MAP SCALE I" = 6001 EROSION CONTROL & WORK AREA PROTECTION AND MAINTENANCE 1. ALL FENCES REQUIRED TO BE REMOVED OR DISTURBED BY CONSTRUCTION SHALL BE SALVAGED, STORED, PROTECTED AND RE -INSTALLED BY CONTRACTOR AT THE DIRECTION OF AND LOCATION DESIGNATED BY THE PROJECT MANAGER. IF SUCH FENCE MATERIAL CANNOT BE REUSED DUE TO DAMAGE CAUSED BY CONTRACTOR, CONTRACTOR SHALL INSTALL NEW FENCE OF THE SAME TYPE OF MATERIAL TEMPORARY FENCING REQUIRED BY PRIVATE PROPERTY O.WNEIRS SHALL BE PROVIDED BY CONTRACTOR. CONTRACTOR IS ADVISED TO CONTACT PROPERTY OWNERS AT LEAST FORTY-EIGHT (48) HOURS I IN ADVANCE OF REMOVING ANY FENCE IN ORDER TO COORDINATE RELOCATION AND/OR PROTECTION OF ANY ANIMALS, AND TO ESTABLISH AND CONFIRM WITH THE OWNER THE PRE -CONSTRUCTION CONDITION OF ANY FENCE TO. BE REMOVED, DISTURBED OR REPLACED. 2. CONTRACTOR IS PERMITTED TO WORK IN THE PUBLIC RIGHT-OF-WAY (FOLLOWING ISSUANCE OF VDOT APPROVAL) AND ANY TEMPORARY OR PERMANENT EASEMENT (FOLLOWING VERIFICATION OF EXISTENCE OF EASEMENT) SHOWN ON. THE PLANS. HOWEVER, CONTRACTOR SHALL NOTIFY PROPERTY OWNER(S) FORTY-EIGHT (48) HOURS PRIOR TO WORKING ON ANY PRIVATE PROPERTY TO GAIN AND COORDINATE ACCESS AND TO DETERMINE A STORAGE AREA FOR MATERIALS IF NEEDED. COORDINATION OF ACCESS TO PUBLIC RIGHT-OF-WAY AND, STORAGE OF MATERIALS THEREON SHALL BE COORDINATED WITH VDOT AND THE PROJECT MANAGER. CONTRACTOR'S FAILURE TO SO NOTIFY AND COORDINATE WITH, P . ROPERTY OWNERS AND/OR THE PROJECT MANAGER MAY RESULT IN DELAYS. 3. CONTRACTOR SHALL, AT HIS EXPENSE, MAINTAIN THE WORK SITE IN A CLEAN AND ORDERLY APPEARANCE AT ALL TIMES. ALL DEBRIS AND SURPLUS MATERIAL COLLECTED SHALL BE DISPOSED OF OFF THE WORK SITE BY CONTRACTOR, AT HIS EXPENSE. 4. EXISTING LAWNS, TREES, SHRUBS, FENCES, UTILITIES, CULVERTS, WALLS, WALKS, DRIVEWAYS, POLES, SIGNS, RIGHT-OF-WAY MONUMENTS, MAILBOXES AND THE LIKE SHALL BE PROTECTED FROM DAMAGE DURING THE WORK. ANY DAMAGE CAUSED TO SUICH ITEMS SHALL BE REPAIRED OR REPLACED BY CONTRACTOR AT NO ADDITIONAL COST. PROPERTY PINS DISTURBED BY CONTRACTOR THAT ARE NOT SHOWN ON THE PLANS TO BE DISTURBED SHALL BE RESTORED BY A LICENSED SURVEYOR AT CONTRACTOR'S EXPENSE. 5. CONTRACTOR SHALL EMPLOY EROSION CONTROL DEVICES AND METHODS AS REQUIRED TO MET THE REQUIREMENTS AND INTENT OF THE LOCAL EROSION CONTROL ORDINANCE. CONTRACTOR SHALL PROVIDE THE NECESSARY DIVERSION DITCHES, DIKES OR TEMPORARY CULVERTS REQUIRED TO PREVENT MUD AND DEBRIS FROM BEING WASHED ONTO THE STREETS OR PROPERTY. CONTRACTOR'S VEHICLES SHALL BE KEPT CLEAN TO PREVENT MUD OR DUST FROM BEING DEPOSITED ON STREETS. No AREA SHALL BE LEFT DENUDED FOR MORE THAN SEVEN (7) CALENDAR DAYS. 1. PRIOR TO REMOVING ANY VEGETATION, CONTRACTOR SHALL MEET WITH THE PROPERTY OWNERS AND THE PROJECT MANAGER TO REVIEW THE LIMITS OF CONSTRUCTION AND OBTAIN PERMISSION TO REMOVE VEGETATION REQUIRED TO DO THE WORK. 2. TREE AND PLANT ROOTS OR BRANCHES THAT MAN INTERFERE WITH THE WORK SHALL BE TRIMMED OR CUT ONLY WITH THE APPROVAL OF THE PROJECT' MANAGER. ANY TREES OR PLANTS WHICH ARE SHOWN TO REMAIN THAT DO NOT INTERFERE WITH THE WORK, BUT ARE DAMAGED BY CONTRACTOR OR HIS SUBCONTRACTORS, SHALL BE REPAIRED OR REPLACED BY CONTRACTOR AT NO ADDITIONAL COST. 3. CONTRACTOR SHALL CLEAN UP, RESTORE, SEED AND MAINTAIN ALL DISTURBED AREAS IMMEDIATELY UPON COMPLETION OF WORK ON EACH SITE. TOPSOIL, SEED, FERTILIZER AND MULCH SHALL BE PLACED IN ACCORDANCE WITH ESC AUTHORITY STANDARDS ON ALL DISTURBED AREAS. A PERMANENT STAND OF GRASS ADEQUATE TO PREVENT EROSION SHALL BE ESTABLISHED PRIOR TO FINAL ACCEPTANCE. 4. THE ACT OF RESEEDING SHALL NOT QUALIFY AS 'STABILIZED". THE CONTRACTOR SHALL BE RESPONSIBLE TO ESTABLISH VEGETATION, NOT SIWPLY APPLY SEED AND MATERIALS. The Base survey mapping, layout, and design shown. hereon, except as, noted in the revisions block, was performed .by Dominion Engineering & Design, L SHEET INDEX Al SPI Cover Sheet o es e dis 3 SP3 Lx' Usting Conditi ns Demo Plan SP4 Layout Plan SP5 0S Grading Plan =ca 6E a n d s s rp) e anr SP7 Lighting Plan SP8 Lighting Plan Cut Sheets SP9 Sanitary Sewer Profiles SP 10 Storm Sewer Drainage Areas and Calculations SPI I Storm Sewer Profiles SP 12 Sight Distance and Waterline Profiles SP13 Details SP 14 Details SP 15 RSCA Details SP 16 VDOT DI Exhibit TOTAL LAND DISTURBANCE IS 4.40 ACRES TOTAL IMPERVIOUS AREA PRE -DEVELOPED 0.24 AC POST -DEVELOPED 2.54 AC EARTHWORK, DRAINAGE AND SITE CONDITIONS 1. EXCEPT AS OTHERWISE SHOWN ON THE PLANS, ALL CUTS AND FILLS SHALL MATCH EXISTING SLOPES OR BE NO GREATER THAN 2:1. 2. UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE SPECIFICATIONS, ALL FILL MATERIALS SHALL BE COMPACTED TO 95% OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99 METHOD A, .WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE, FOR THE FULL WIDTH AND DEPTH OF THE FILL 3. ALL GRADING AND IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA UNLESS OTHERWISE INDICATED. 4. ALL MATERIALS AND INSTALLATION DETAILS SHALL CONFORM TO APPLICABLE LOCAL ORDINANCES AND VDOT ROAD & BRIDGE STANDARDS (LATEST EDITION) UNLESS OTHERWISE STATED WITHIN THE PLANS.. 5. ANY UNUSUAL OR UNANTICIPATED SUBSURFACE CONDITIONS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER. 6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND LOCATIONS PRIOR TO BEGINNING WORK, AND IMMEDIATELY NOTIFY THE PROJECT MANAGER IN THE EVENT THERE ARE ANY DISCREPANCIES BETWEEN SUCH. CONDITIONS AND THOSE SHOWN ON THE PLANS AND SPECIFICATIONS. 7. IN THE EVENT THAT GRADING AS SHOWN ON THE PLANS IS NOT FEASIBLE, CONTRACTOR SHALL ADVISE THE PROJECT MANAGER AND ENGINEER BEFORE FINAL GRADING COMPLETION FOR ADVICE AND CONSENT Al Flt:. 22841 .6/29/18 rONA1, SDP201600055 LETTER OF REVISION #1 THIS LETTER OF REVISION SHOWS THE UPDATED BUILDING FOOTPRINT MATCHING THE ARCHITECTURAL PLANS BY BOB ANDERSON. THE SUBSTANTIVE CHANGES TO THE LAYOUT AREAS FOLLOWS: 1. THE LEAD WALK ON THE NORTHERN SIDE OF THE BUILDING WAS SHIFTED SO THAT IT IS IN, FRONT OF THE PORTICO. 2. THE LEAD WALK ON THE SOUTHERN SIDE OF THE BUILDING WAS REDUCED FROM 6' TO 5. 3. WHEEL STOPS WERE ADDED TO THE UPPER PARKING LOT $0 THAT THE 5' SIDEWALK IS MINISTERIAL. 4. THE ADA SPACE WAS SHIFTED SO THAT THE ADA ACCESS WOULD BE THE SHORTEST PATH FOR BOTH ENTRANCES. 5. A HANDRAIL WAS ADDED TO THE ADA ACCESS FOR THE SOUTHEAST ENTRANCE TO DIVERT PEDESTRIANS AROUND HIGH STEP. 6. ALL ADA PARKING AND ACCESS ISLES ARE LESS THAN 1:48 DEPARTMENT OF ALBEMARLE COU UNITY DEVELOPMENT :A REVISIONS CHANGE OF APR. 26, 2018 LO.R. #1 JUN. 13,2018 REVISIONS J-UIL29-- DATE FEB. 24,2017 SCALE AS SHOWN 0 CN rr Ir 0)0 Z) M 4- W F- CV C4 F- W LL Z Z W < 20 W 1: :z ir - >0 U) 0- 10,01 11K V% U_ UIZ ir W W Z LU [a _j 0o 4.:z CC - j< ch W, 2Uj C) < Z z 0 LL qK rr C\j < LO co L4 < 0 pc 0 Ll Co OC 4.14 -J -j LLJ `K 9 cm F_ 0 z r� pq 43 L-4- 0 r-- co LIj z 0 LL REVISIONS CHANGE OF APR. 26, 2018 LO.R. #1 JUN. 13,2018 REVISIONS J-UIL29-- DATE FEB. 24,2017 SCALE AS SHOWN FILE NUMBER 16.0023 SHEET 1 OF 16 rr Ir 0 W F- F- W LL Z Z W z 0 W 1: 0 0 Li U) 0- W _j ir W W Z LU [a _j C) < Z z 0 LL Z z FILE NUMBER 16.0023 SHEET 1 OF 16 /Af) DATE FEB. 24, 2017 FILE NUMBER 16.0023 20 CC uj cc w lK 00 00) Lu 0 ct. 14 UJ lK 00) LZU DATE FEB. 24, 2017 FILE NUMBER 16.0023