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HomeMy WebLinkAboutSDP202300070 Plan - Revision Final Site Plan and Comps. 2024-05-08S D P202300070 FINAL SITE PLAN FOR �CN NN 0�� 0 Q „o �N O o T �I EI >1 JIz HOME DEPOT AT ROUTE 29 AND RIO ROAD 1531 RIO ROAD EAST RIO MAGISTERIAL DISTRICT CHARLOTTESVILLE, VA 22901 ALBEMARLE COUNTY PROJECT CONTACT LIST VICINITY MAP DATE: 11 /17/2023 SHEET INDEX OWNERS/DEVELOPER TMP-61-131 AND TMP 61-132 HOME DEPOT U.S.A., INC. P.O BOX 105842 ATLANTA, GA 30339 TEL: (678) 814-9177 CONTACT: D. CORBIN ROWE EMAIL: DAVID_C_ROWE@HOMEDEPOT.COM CIVIL ENGINEER Kimley*Horn KIMLEY-HORN AND ASSOCIATES, INC. 2035 MAYWILL STREET, SUITE 200 RICHMOND, VA 23230 TEL: (804) 672-4708 CONTACT: DAVID ELLINGTON, P.E. EMAIL: DAVID.ELLINGTON@KIMLEY-HORN.COM ADr'UITC(`T GREENBERGFARROW 92 EAST MAIN STREET, SUITE 410 SOMERVILLE, NJ 08876 TEL: (908) 485-7735 CONTACT: JOHN M. KEREKES, AICP EMAIL: JKEREKES@.GREENBERGFARROW.COM SURVEYOR !nVIL �\ SURVEYORS INC. CIVIL SURVEYORS INC. 221 QUEEN STREET, P.O. BOX 1828 TAPPAHANNOCK, VA 22560 TEL: (804) 443-3080 EMAIL: IWHITE@CIVSUR.COM PARCELS OWNERS TMP-61-131 HOME DEPOT USA, INC TMP-61-132 HOME DEPOT USA, INC MISS UTILITY OF VIRGINIA nl CALL BEFORE YOU DIG PLANNING/ZONING PLANNING COMMISSION 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22902 TEL: (804) 677-0463 CONTACT: COREY CLAYBORNE STORMWATER FACILITIES AND ENVIRONMENTAL SERVICES 401 MCINTIRE ROAD 4TH FLOOR CHARLOTTESVILLE, VA 22902 TEL: (434) 296-5816 PUBLIC UTILITIES PUBLIC WORKS 401 MCINTIRE ROAD 4TH FLOOR CHARLOTTESVILLE, VA 22902 TEL: (434) 296-5816 FIRE MARSHAL DEPARTMENT OF FIRE RESCUE 460 STAGECOACH ROAD CHARLOTTESVILLE, VA 22902 TEL: (434) 296-5833 CONTACT: SHAWN MADDOX SIGNATURE NORTH APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT E911 RIVANNA WATER AND SEWER AUTHORITY TIME PERIOD TRIPS ENTERING TRIPS EXISTING ALL DAY- WEEKDAY 2121 2121 AM PEAK HOUR- WEEKDAY 191 176 PM PEAK HOUR- WEEKDAY 230 213 PEAKHOUR- SATURDAY 308 295 PEAK HOUR - SUNDAY (LIMITED DATA) 510 471 ONLY THE COMPLETE AND APPROVED PAPER COPY OF THE PLAN SET INCLUDING ALL SUBSEQUENT REVISIONS WILL SERVE AS THE OFFICIAL CONSTRUCTION PLANS. THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC. I SITE PLAN REVIEW STATUS I SUBMIT DATE INITIALS REMARKS SHEET NUMBER SHEET TITLE CA-100 COVER SHEET CA-101 GENERAL NOTES CA-102 ALBEMARLE COUNTY GENERAL NOTES CV-101 SURVEY CV-102 EXISTING CONDITIONS CD-101 DEMOLITION PLAN CE-101 PHASE I EROSION AND SEDIMENT CONTROL PLAN CE-102 PHASE II EROSION AND SEDIMENT CONROL PLAN CE-103 PHASE III EROSION AND SEDIMENT CONROL PLAN CE-501 EROSION AND SEDIMENT CONTROL NOTES & DETAILS CE-502 EROSION AND SEDIMENT CONTROL NOTES & DETAILS CE-503 EROSION AND SEDIMENT CONTROL NOTES & DETAILS CS-101 SITE PLAN CS-102 PAVEMENT PLAN CS-501 SITE DETAILS CS-502 SITE DETAILS CS-503 SITE DETAILS CS-504 SITE DETAILS CG-100 OVERALL GRADING PLAN CG-101 GRADING PLAN CG-102 GRADING PLAN CG-103 GRADING PLAN CG-104 GRADING PLAN CG-105 ADA PARKING INSETS AND CROSS SECTION PROFILES CG-201 STORMWATER QUANTITY CG-202 STORMWATER QUALITY CG-203 DRAINAGE AREA MAP CG-204 VDOT STORMWATER TABLES CG-205 HYDROCAD REPORT CG-301 STORMWATER PROFILES CG-302 STORMWATER PROFILES CG-502 STORMWATER DETAILS CU-101 UTILITY PLAN CU-102 WATER MODEL CU-201 UTILITY PROFILES CU-202 UTILITY PROFILES CU-501 UTILITY DETAILS CU-502 UTILITY DETAILS CL-101 LIGHTING PLAN CL-501 LIGHTING DETAILS CP-101 PLANTING PLAN CP-501 PLANTING NOTES AND DETAILS IR-100 OVERALL IRRIGATION PLAN IR-101 IRRIGATION PLAN IR-102 IRRIGATION PLAN IR-103 IRRIGATION PLAN IR-104 IRRIGATION PLAN TOTAL SHEET NUMBER: 47 SHEETS PROJECT DATA SITE STATISTICS PARCEL ID 06100-00-00-13200, 13100,13000 STREET ADDRESS 1531 RIO RD E CHARLOTTESVILLE, VA 22901 ZONED PLANNED DEVELOPMENT SHOPPING CENTER MAGISTERIAL DISTRICT RIO APPLICABLE OVERLAY DISTRICT AIRPORT IMPACT AREA (AIA), ENTRANCE CORRIDOR (EC), STEEP SLOPES MANAGED ZONING DATA SPECIAL USE PERMIT SP202300007 APPROVED VARIANCE VA197900030, VA197900032 EXISTING USE COMMERCIAL PROPOSED USE COMMERCIAL DEVELOPED BUILDING SIZE 137,747 SF EXISTING SIZE OF THE MALL 578,456 SF BUILDING AREA REMOVED FROM MALL 146,971 SF EXISTING MALL TO REMAIN 431,485 SF BUILDING HEIGHT TOP FRONT 32 FT BUILDING HEIGHT GARDEN CENTER 24 FT BUILDING HEIGHT MALL WALL 26 FT TOTAL SITE AREA 13.95 AC TOTAL DISTURBED AREA 9.41 AC TOTAL IMPERVIOUS COVER 13.41 AC± TOTAL IMPERVIOUS COVER WITHIN LOD 8.92 AC ± OPEN SPACE 0.54 AC ± (5.7% LOD) STEEP SLOPES YES FLOOD ZONE THIS SITE APPEARS TO LIE IN FLOOD ZONE "X" OF THE FEMA DEFINED FLOOD HAZARD AREA AS SHOWN ON THE FLOOD INSURANCE RATE MAP 51003CO278D EFF. DATE FEBRUARY 04, 2005 UTILITY DATA WATER ALBEMARLE COUNTY SERVICE AUTHORITY SEWER ALBEMARLE COUNTY SERVICE AUTHORITY SOURCE OF TOPOGRAPHY CIVIL SURVEYORS INC. DATUM HORIZONTAL DATUM: NAD83 (NA2011),VIRGINIA STATE GRID, SOUTH ZONE. ESTABLISHED TROUGH GPS OBSERVATIONS JULY 2022. VERTICAL DATUM: NAVD88, CONTOUR INTERVAL=1' LATITUDE 38.078673 ON LONGITUDE-78.474235 °W RECEIVING WATER(S) RIVANNA RIVER -MEADOW CREEK (NOTE: MEADOW CREEK WATERSED IS NOT A WATER SUPLY WATERSHED) VAHU6 CODE JR14 S ETBAC KS FRONT (SEMINOLE TRAIL) 50' MIN FRONT (RIO RD E) 50' MIN SIDE 15' MIN REAR 20' MIN LANDSCAPE BUFFER 20' MIN PARKING SCHEDULE PARKING CALCULATIONS 4.50 /1,000 SF PARKING PROVIDED 355 STALLS HANDICAP SPACES PROVIDED 10 STALLS TOTAL PARKING PROVIDED 365 STALLS THE REQUIRED PARKING IS BASED ON THE SHOPPING CENTER USE AND OVERALL FUNCTION OF THE PD-SC ZONING DISTRICT. NOTE: VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. cn z w 0 0 U z } Z Z w Z :�i U Z > O O w U U tY w w w 0 iM N M N LzQ Ou- wo = Q0 oH -7 = co � � �(nr oIn0 Q Z oo�o QN I ZllPy DO }~Z w Ow=wJI Y U1 � J o� N} LO LO 0 N I B. ELLING' LIC. No. 043905 02116/2oza Z w U 0 CN � 0 o < o LLJo w� cn o co 01 N Q Q } m > m N o m 0 Q 1_� W Z Z y w Y 0 Q G o o u ui W ''I VNJ L.L \W O U O I..L W 0 5W O 2 SHEET NUMBER CA-100 Q > w Q > w m J Q 91 CONSTRUCTION STANDARDS 1. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM WITH THESE DRAWINGS, PROJECT SPECIFICATIONS, WITH ALL CURRENT APPLICABLE CODES, AND, UNLESS OTHERWISE SPECIFIED, WITH THE LATEST REVISIONS OF THE FOLLOWING REFERENCE DOCUMENTS: A. ALBEMARLE COUNTY CONSTRUCTION STANDARDS AND SPECIFICATIONS B. ACSA GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS C. VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD & BRIDGE SPECIFICATIONS D. VDOT ROAD AND BRIDGE STANDARDS E. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) F. VIRGINIA WORK AREA PROTECTION MANUAL. G. VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH) H. VIRGINIA DEPARTMENT OF HEALTH (VDH) SPECIFICATIONS 1. ALL CONSTRUCTION SHALL CONFORM WITH APPLICABLE STATE (INCLUDING VDOT) AND LOCAL CONSTRUCTION STANDARDS AS IDENTIFIED IN THESE PLANS. THE CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS AND LICENSES AND MAINTAIN COPIES OF THEM ON -SITE AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL MAINTAIN A SET OF CONSTRUCTION DOCUMENTS, SPECIFICATIONS, AND A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) ON -SITE AT ALL TIMES DURING CONSTRUCTION. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. 3. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 4. ALL PAINT STRIPING, PAVEMENT MARKINGS, AND SIGNAGE SHALL CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES," MOST CURRENT REVISION OR AS OTHERWISE SPECIFIED. ALL REFERENCED SIGN STANDARDS ARE TAKEN FROM THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". ALL NEW SIGNS SHALL BE MOUNTED ON GALVANIZED POSTS AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. 5. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES ASSOCIATED WITH THE PROJECT WORK SCOPE DURING CONSTRUCTION. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL NOTIFY "MISS UTILITY" OF VIRGINIA @ 811 FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT SITE. 6. ANY DAMAGE OCCURRING TO THE EXISTING SITE INFRASTRUCTURE ON THIS OR THE ADJACENT SITE DURING THE CONSTRUCTION OPERATIONS AND/OR MOBILIZATION, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL EXISTING DAMAGED ITEMS INCLUDING CONCRETE AND/OR PAVEMENT SECTIONS SHALL BE RESTORED TO THEIR ORIGINAL CONDITIONS PRIOR TO PROJECT COMPLETION AT THE EXPENSE OF THE CONTRACTOR. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING WITH MATCHING MATERIALS ANY PAVEMENT, DRIVEWAYS, WALKS, CURBS, ETC. THAT MUST BE CUT OR THAT ARE DAMAGED DURING CONSTRUCTION INSIDE AND OUTSIDE OF THE LIMITS OF CONSTRUCTION. 8. ANY AND ALL UTILITIES AND/OR OBSTRUCTIONS (POWER POLES, TELEPHONE PEDESTALS, GUY WIRES, WATER METERS, ETC.) THAT ARE REQUIRED TO BE RELOCATED OR ADJUSTED DUE TO CONSTRUCTION SHALL BE DONE SO AT THE OWNERS/DEVELOPERS EXPENSE. 9. SLOPES WITHIN THE LIMITS OF THE HANDICAPPED PARKING AREAS SHALL NOT EXCEED 1.5% IN ANY DIRECTION. CROSSWALKS AND SIDEWALKS SHALL HAVE A MAXIMUM CROSS SLOPE OF 1.5%AND A MAXIMUM LONGITUDINAL SLOPE OF 5% IN DIRECTION OF TRAVEL. SLOPES IN HANDICAP RAMPS SHALL BE BUILT IN CONFORMANCE WITH ILATEST ADA CRITERIA AND LOCAL DESIGN STANDARDS. 10. THE CONTRACTOR IS RESPONSIBLE TO REMOVE ALL THE REMOVED/DEMOLISHED MATERIAL FROM THE PROJECT SITE AND DISPOSE OF SAME IN A LEGAL MANNER. 11. TYING TO EXISTING PAVEMENT: EXISTING PAVEMENT SHALL BE NEATLY SAW CUT TO A STRAIGHT LINE AND ALL PAVING ON THE NEW PAVEMENT SIDE OF THE CUT SHALL BE COMPLETELY REMOVED AND REPLACED WITH SPECIFIED MATERIALS. THE CUT LINE SHALL BE FULL -DEPTH AND COATED WITH A TACK COAT TO FURNISH A BOND BETWEEN THE EXISTING SURFACE COURSE AND THE NEW SURFACE COURSE. VDOT GENERAL NOTES 1. ALL MATERIALS AND CONSTRUCTION WITHIN THE PUBLIC RIGHT OF WAY SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION'S ROAD AND BRIDGE SPECIFICATIONS, ROAD AND BRIDGE STANDARDS AND VIRGINIA WORK AREA PROTECTION MANUAL. 2. LAND USE PERMITS (LUP) SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT-OF-WAY (INCLUDING ACCESS). 3. VDOT REQUIRES NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. PLEASE CONTACT THE APPROPRIATE PERMIT OFFICE IN WHICH YOUR PROPOSED ACTIVITIES ARE TO OCCUR. 4. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING AND MAINTENANCE OF TRAFFIC PLAN FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT. THE PLAN SHALL ACCOMMODATE ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT-OF-WAY. 5. WORK ZONES - THE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ANY ANTICIPATED LANE/SHOULDER CLOSURES ON ROADWAYS CLASSIFIED AS COLLECTOR ROADS OR HIGHER. YOU DO NOT NEED TO CALL TO ACTIVATE YOUR WORK ZONE UNTIL YOU PLACE THE FIRST CONE OR SIGN IN YOUR WORK ZONE. REQUESTS FOR THE IMPLEMENTATION OF TEMPORARY LANE AND SHOULDER CLOSURES MUST BE ENTERED INTO THE VDOT LANE CLOSURE ADVISORY MANAGEMENT SYSTEM (LCAMS) AND VATRAFFIC A MINIMUM OF ONE WEEK PRIOR TO THE PLANNED EXECUTION OF LANE OR SHOULDER CLOSURE ACTIVITIES ON STATE MAINTAINED ROADWAYS. THE PERMITTEE OR THEIR CONTRACTOR MAY ENTER THEIR REQUESTS DIRECTLY OR PROVIDE WRITTEN REQUESTS TO THE NWRO TRAFFIC OPERATIONS CENTER (TOC), 540-332-9500, SANDY WYRICK, LANE CLOSURE COORDINATOR, OR MAILTO: SANDY.WYRICK(MVDOT.VIRGINIA.GOV WITH "LANE CLOSURE REQUEST" IN THE SUBJECT LINE. 6. PERMITTEE MUST NOTIFY VIRGINIA DEPARTMENT OF TRANSPORTATION TOC WHEN THERE IS A CRASH IN A WORK ZONE AT 540-332-9500, 540-332-9114, 540-332-7789. 7. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE DEVELOPER'S ENGINEERING CONSULTANT AND VERIFY THE APPROVAL OF THE PLANS BY ALL APPLICABLE FEDERAL, STATE AND LOCAL AGENCIES. 8. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT THE DEVELOPER'S ENGINEERING CONSULTANT IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL "MISS UTILITY" AT 811. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND PROPOSED RIGHT OF WAY REQUIRED BY THE DEVELOPMENT. 9. THE PERMITTEE OR THEIR AGENT MUST CONTACT THE VDOT CUSTOMER SERVICE CENTER AT 1-800-367-7623 A MINIMUM OF 48 HOURS PRIOR TO INITIATING ANY PLANNED EXCAVATION WITHIN 1,000 FEET OF A SIGNALIZED INTERSECTION AND/OR NEAR VDOT ITS INFRASTRUCTURE. EXCAVATION MAY PROCEED ONLY AFTER THE VDOT REGIONAL UTILITY LOCATION AGENT HAS NOTIFIED THE PERMITTEE THAT THE UTILITY MARKING HAS BEEN COMPLETED. ADDITIONAL INFORMATION CAN BE FOUND AT: HTTP://WVWV.VIRGINIADOT.ORG/BUSINESS/RESOURCES/IlM/TE-383 REQUEST FOR MARKING VDOT UTILITY LOCATION.PDF "MISS UTILITY" DOES NOT LOCATE VDOT UTILITIES. 10. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATER LINES, ETC., PRIOR TO CONSTRUCTION. 11. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND FIELD CHANGES FROM THE APPROVED PLANS SHALL BE RE -SUBMITTED TO VDOT FOR APPROVAL PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE PROPOSED REVISION ALONG WITH DRAINAGE CALCULATIONS WHEN APPROPRIATE. 12. VDOT APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY FOR ACCEPTANCE OF THE ROADS INTO THE VDOT SECONDARY ROAD SYSTEM BASED ON FIELD CONDITIONS OR UNAPPROVED PLAN CHANGES. 13. VDOT APPROVAL OF THESE PLANS WILL EXPIRE FIVE (5) YEARS FROM THE DATE OF APPROVAL FOR SITE PLANS AND SUBDIVISION PLANS IF CONSTRUCTION HAS NOT STARTED. 12. TYING TO EXISTING CURB/GUTTER: THE EXISTING PAVEMENT SHALL BE NEATLY SAW CUT AND REMOVED FOR A DISTANCE OF 2'0" FROM FACE OF THE CURB AND 2'0" FROM THE EDGE OF CURB AND GUTTER AND THE SUBGRADE, BASE COURSE, AND PAVING REPLACED WITH NEW PRODUCTS. 13. THESE PLANS ARE BASED ON INFORMATION PROVIDED TO KIMLEY-HORN & ASSOCIATES, INC. AT THE TIME OF PLAN PREPARATION. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY KIMLEY-HORN & ASSOCIATES, INC. IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF THE PROPOSED WORK WOULD BE INHIBITED BY ANY OTHER SITE FEATURES. 14. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. NO CONSIDERATION WILL BE GIVEN TO CHANGE ORDERS FOR WHICH THE OWNER AND ENGINEER WERE NOT CONTACTED PRIOR TO CONSTRUCTION OF THE AFFECTED ITEM. 15. ALL DIMENSIONS SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER AND OWNER IN WRITING IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. 16. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL/BUILDING PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY LOCATIONS. 17. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED THEREON, WITHOUT FIRST OBTAINING WRITTEN AUTHORIZATION FOR SUCH DEVIATIONS FROM THE OWNER AND ENGINEER, IT SHALL BE RESPONSIBLE FOR THE PAYMENT OF ALL COSTS TO CORRECT ANY WORK DONE, ALL FINES OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM. THE CONTRACTOR SHALL INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ALL SUCH COSTS TO CORRECT ANY SUCH WORK AND FROM ALL SUCH FINES AND PENALTIES, COMPENSATION AND PUNITIVE DAMAGES AND COSTS OF ANY NATURE RESULTING THEREFROM. 18. BRACING OF UTILITY POLES MAY BE REQUIRED BY UTILITY COMPANIES WHEN TRENCHING OR EXCAVATION IS IN CLOSE PROXIMITY TO THE POLES. THE COST OF BRACING POLES WILL BE BORNE BY THE CONTRACTOR. THERE IS NO SEPARATE PAY ITEM FOR THIS WORK. THE COST IS INCIDENTAL TO THE VARIOUS PAY ITEMS FOR INSTALLATION OF PIPE. 19. ALL EXISTING TRAFFIC AND STREET SIGNS DISTURBED SHALL BE REINSTALLED WHERE APPLICABLE BY THE CONTRACTOR. 20. UNLESS THE PLANS SPECIFICALLY DICTATE TO THE CONTRARY, ON -SITE AND OTHER DIRECTIONAL SIGNS SHALL BE LOCATED OUT OF THE PEDESTRIAN AND AUTOMOBILE ROUTES AND SHALL BE LOCATED BETWEEN THREE TO FIVE FEET BEHIND THE NEAREST BACK OF CURB. SIGN HEIGHT, LOCATION, AND STRUCTURE SHALL BE SUCH THAT THE SIGNS POSE NO THREAT TO PUBLIC SAFETY. DEMOLITION / LAND DISTURBANCE NOTES 1. PRIOR TO STARTING ANY DEMOLITION CONTRACTOR IS RESPONSIBLE FOR/TO: A. ENSURING THAT COPIES OF ALL APPLICABLE PERMITS AND APPROVALS ARE MAINTAINED ON SITE AND AVAILABLE FOR REVIEW. B. INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL AND/OR TREE PROTECTION MEASURES PRIOR TO SITE DISTURBANCE. C. LOCATING (VERTICALLY AND HORIZONTALLY) ALL UTILITIES AND SERVICES, INCLUDING, BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE. THE CONTRACTOR SHALL USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES. D. FAMILIARIZING THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION REQUIRED FOR THE PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. E. COORDINATION WITH UTILITY COMPANIES & ADJACENT LANDOWNERS/BUSINESSES REGARDING WORKING "OFF-PEAK" HOURS OR ON WEEKENDS AS MAY BE REOUIRED TO MINIMIZE THE IMPACT ON THE AFFECTED PARTIES. 2. NEITHER KIMLEY-HORN & ASSOCIATES, INC. NOR THE OWNER IS RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. CONTRACTOR IS TO PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, FOLLLOWING ALL OSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY. 14. PRELIMINARY DESIGN OF THE PAVEMENT STRUCTURE FOR ALL SUBDIVISION STREETS SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARYROADS IN VIRGINIA. THE COMPLETED DESIGN WORKSHEET APPENDIX IV SHALL BE INCLUDED WITH THE INITIAL PLAN SUBMITTAL FOR EACH PROPOSED PAVEMENT SECTION UTILIZING THE PREDICTED SOIL SUPPORT VALUE SHOWN IN APPENDIX I OF THE PAVEMENT DESIGN GUIDE OR AS REPORTED IN A GEOTECHNICAL ANALYSIS OF THE ON -SITE SOILS. 15. A COPY OF THE COMPLETE CBR REPORT SHALL BE SUBMITTED TO VDOT IN CONJUNCTION WITH FINAL PAVEMENT DESIGNS. ALL PAVEMENT DESIGN RECOMMENDATIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT EDITION OF PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARYROADS IN VIRGINIA. 16. ALL VEGETATION AND ORGANIC MATERIAL SHALL BE REMOVED FROM THE RIGHT OF WAY LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 17. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE DEVELOPER OR HIS DESIGNEE, WHICH MAY BE THE CONTRACTOR, SHALL IMMEDIATELY ENGAGE A GEOTECHNICAL ENGINEER AND NOTIFY VDOT. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE GEOTECHNICAL ENGINEER, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH CURRENT VDOT SPECIFICATIONS. 18. THE NECESSITY AND LOCATIONS FOR ADDITIONAL VDOT STANDARD UNDERDRAINS SHALL BE DETERMINED AT TIME OF SUBGRADE INSPECTION. VIDEO INSPECTION OF ACCESSIBLE OUTLET LOCATIONS, MAINLINE LONGITUDINAL CONNECTIONS, AND LONGITUDINAL PIPE FOR ALL PAVEMENT UNDERDRAINS, CROSS DRAINS, EDGEDRAINS AND PREFABRICATED GEOCOMPOSITE PANEL DRAINS SHALL BE CONDUCTED IN ACCORDANCE WITH SECTION 501 OF THE ROAD AND BRIDGE SPECIFICATIONS AND VIRGINIA TEST METHOD 108 -POST INSTALLATION INSPECTION OF UNDERDRAINS, CROSSDRAINS, AND EDGEDRAINS. 19. VDOT SHALL HAVE PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF THE AGGREGATE BASE COURSE(S). CONTACT VDOT FOR SUBGRADE INSPECTION 48 HOURS PRIOR TO SCHEDULING PLACEMENT OF AGGREGATE BASE COURSE(S). 20. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECASTED WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 21. 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 ASPHALT CONCRETE SURFACE COURSE(S). CONTACT VDOT FOR INSPECTION OF THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 22. A LICENSED GEOTECHNICAL ENGINEER OR HIS DESIGNEE SHALL ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. 23. VDOT SHALL BE PROVIDED DOCUMENTATION BY A LICENSED GEOTECHNICAL ENGINEER, CERTIFYING THAT ALL IN -PLACE PAVEMENTS MEET OR EXCEED THE APPROVED PAVEMENT DESIGN THICKNESS PRIOR TO STATE ACCEPTANCE OF THE STREET. CORES ARE TO BE OBTAINED VERIFYING PAVEMENT THICKNESS UNLESS OTHERWISE DIRECTED BY VDOT. THE PERMITS INSPECTOR SHALL BE CONTACTED 24 HOURS PRIOR TO THE CORE SAMPLES BEING TAKEN. 24. ALL STORM SEWER DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH LATEST VDOT DRAINAGE MANUAL, ROAD AND BRIDGE STANDARDS, AND IIMS. 25. ALL PRE -CAST UNITS SHALL BE VDOT APPROVED. CERTIFICATION AND VDOT STAMP IS REQUIRED ON ALL UNITS. 26. ALL CONCRETE SHALL BE CLASS A3-AE (AIR ENTRAINED 3,000 PSI) UNLESS OTHERWISE SPECIFIED. 27. ALL ROADSIDE DITCHES SHOWN AS PAVED ON PLANS ARE TO BE PAVED IN ACCORDANCE WITH THE STANDARD TYPICAL SECTION AS SHOWN ON THE PLANS. ANY ADDITIONAL PAVING OF THE DITCHES, OTHER THAN THOSE SHOWN ON THE ROAD PLANS WILL BE DETERMINED PRIOR TO ACCEPTANCE OF THE ROADS INTO THE VDOT SECONDARY ROAD SYSTEM. 3. THE CONTRACTOR SHALL PROVIDE ALL THE "MEANS AND METHODS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OF DAMAGE TO ALL ITEMS THAT ARE TO REMAIN AS A RESULT OF HIS ACTIVITIES. 4. IN THE ABSENCE OF SPECIFICATIONS, THE CONTRACTOR SHALL PERFORM EARTH MOVEMENT ACTIVITIES, DEMOLITION AND REMOVAL OF ALL FOUNDATION WALLS, FOOTINGS, AND OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE WITH DIRECTION BY OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER. 5. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH: THE "MANUAL ON UNIFORM TRAFFIC CONTROL," AS WELL AS FEDERAL, STATE, AND LOCAL REGULATIONS WHEN DEMOLITION RELATED ACTIVITIES IMPACT ROADWAYS OR ROADWAY RIGHTS - OF - WAY. 6. CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND OTHER ADJACENT FACILITIES. STREET CLOSURE PERMITS MUST BE RECEIVED FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY. 7. USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR IN ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS. AFTER THE DEMOLITION IS COMPLETE, ADJACENT STRUCTURES AND IMPROVEMENTS SHALL BE CLEANED OF ALL DUST AND DEBRIS CAUSED BY THE DEMOLITION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR "PRE -DEMOLITION" CONDITION. 8. CONTRACTOR IS RESPONSIBLE TO SAFEGUARD SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED PERSONS AT ANY TIME. 9. THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS/CONDITIONS WHICH ARE TO BE REMOVED. IT IS NOT INTENDED TO PROVIDE DIRECTION OTHER THAN THAT ALL METHODS AND MEANS ARE TO BE IN ACCORDANCE WITH STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE. 10. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION WASTES AND DEBRIS (SOLID WASTE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL LAWS AND APPLICABLE CODES. DRAINAGE / STORMWATER NOTES 1. ALL STORM SEWER PIPES, MANHOLES, AND CURB INLETS SHALL BE CLEANED OF DEBRIS AND ERODED MATERIALS AT THE LAST STAGES OF CONSTRUCTION. 2. STORM DRAIN PIPE AND FLARED END SECTIONS ARE TO BE FURNISHED AND INSTALLED IN ACCORDANCE WITH SECTION 302 OF VDOT ROAD AND BRIDGE SPECIFICATIONS AND SHALL CONFORM TO THE REQUIREMENTS OF ASTM DESIGNATION C-76 FOR REINFORCED CONCRETE CULVERT AND STORM DRAIN PIPE. ALL PIPE FOR STORM DRAINS SHALL BE REINFORCED CONCRETE CLASS III UNLESS INDICATED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL USE A PREFORMED FLEXIBLE PLASTIC SEALING COMPOUND OF BUTYL MASTIC ROPE SEALER - 1" SIZE, "EZ STICK" AS MANUFACTURED BY CONCRETE PRODUCTS SUPPLY OR AN APPROVED EQUAL FOR SEALING WATER -TIGHT JOINTS. VERTICAL CLEARANCE OF 12" BETWEEN STORM AND OTHER UTILITIES IS REQUIRED UNLESS OTHERWISE NOTED. 3. ALL EXISTING STORM SEWER PIPES, DROP INLETS, AND CURB INLETS BEING UTILIZED BY A PART OF THE DRAINAGE SYSTEM SHALL BE CLEANED OF ERODED MATERIAL AT ALL STAGES OF CONSTRUCTION, AS DIRECTED BY THE ENGINEER. THE COST INCIDENTAL TO THIS IS TO BE INCLUDED IN THE CONTRACT PRICE FOR THE OTHER DRAINAGE ITEMS. 4. STORM SEWER PIPES AS SHOWN ON THE PLANS ARE MEASURED FROM THE CENTERLINE OF EACH STRUCTURE AND INVERT ELEVATIONS ARE ESTABLISHED BASED ON THIS CENTER LINE DISTANCE. LENGTH CALL OUTS FOR PIPES WITH FLARED END SECTIONS WILL BE MEASURED TO THE JOINT. CONTRACTOR SHALL LOCATE ALL END SECTIONS TO MATCH THE BANK SLOPE AND THE PIPE SLOPE SHALL BE ADJUSTED AS NECESSARY. 5. BOOT CONNECTIONS SHALL BE PROVIDED FOR ALL PLASTIC PIPES THAT TIE INTO A CONCRETE STRUCTURE. 6. GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES HAVING UNDERGROUND UTILITIES ON SITE OR IN RIGHT-OF-WAY PRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACT UTILITY LOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TO GRADING START. SEE EXISTING CONDITIONS SHEET FOR UTILITY CONTACT INFORMATION. 7. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED AND APPROVED BY APPLICABLE AUTHORITY. 8. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK, AND THIS MUST BE VERIFIED AND LOCATED BY THE GENERAL CONTRACTOR PRIOR TO GROUND BREAKING. 9. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN BY GRAVITY FLOW ACROSS NEW PAVEMENT AREAS TO NEW OR EXISTING DRAINAGE INLETS OR SHEET FLOW OVERLAND. 10. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE GENERAL V.S.M.P. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 11. ALL DRAINAGE STRUCTURES AND STORM SEWER PIPES SHALL MEET HEAVY DUTY TRAFFIC (H20) LOADING AND BE INSTALLED ACCORDINGLY. 28. ROAD & BRIDGE SPECIFICATIONS SECTION 302, DRAINAGE STRUCTURES ADDRESSES POST INSTALLATION VISUAUVIDEO CAMERA INSPECTION OF STORM SEWER PIPES AND PIPE CULVERTS. INSPECTION FREQUENCY SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS AND/OR AS NECESSITATED BY THE ENGINEER. VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VIRGINIA TEST METHOD (VTM) 123, POST INSTALLATION INSPECTION OF BURIED STORM SEWER PIPE AND PIPE CULVERTS. 29. A CONSTRUCTION ENTRANCE SHALL BE INSTALLED ON EACH INDIVIDUAL LOT PRIOR TO ANY LOT GRADING OR HOME CONSTRUCTION ACTIVITIES AND SHALL BE ADEQUATELY MAINTAINED UNTIL ALL CONSTRUCTION TRAFFIC AREAS WITHIN THE LOT HAVE BEEN STABILIZED. 30. ALL ENTRANCES SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. RESIDENTIAL LOT ACCESS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: • ALL DRIVEWAY ENTRANCES AND ENTRANCE CULVERTS SHALL CONFORM TO PEA PRIVATE ENTRANCE STANDARDS UNLESS OTHERWISE APPROVED BY VDOT. NO ENTRANCE CULVERTS ARE TO BE INSTALLED WITHIN FIVE (5) FEET OF A PROPERTY CORNER. • VDOT STANDARD CG-9D ENTRANCES SHALL BE USED WHEN AN ENTRANCE IS REQUIRED IN CURB AND GUTTER NEIGHBORHOODS UNLESS OTHERWISE APPROVED BY VDOT. 31. DRY GUTTER IS NOT ALLOWED IN VDOT RIGHT OF WAY EXCEPT AS SHOWN ON VDOT'S ENTRANCE STANDARD DETAILS. 32. THE DEVELOPER SHALL FURNISH AND INSTALL STOP SIGNS AND STOP BARS AT STREET INTERSECTIONS AND ALL REGULATORY SIGNAGE PER THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. ALL SIGNS MUST BE INSTALLED ON VDOT STANDARD STP-1 SIGN POSTS. 33. INSTALLATION, MAINTENANCE AND OPERATION OF STREET LIGHTING SHALL BE PROVIDED BY AND AT THE SOLE EXPENSE OF OTHERS. VDOT WILL ALLOW LIGHTING WITHIN THE RIGHT OF WAY BY LUP ONLY. LIGHTING ON CURB SECTIONS SHALL BE PLACED BEHIND THE CURB AND PREFERABLY BEHIND THE SIDEWALK. FOR SHOULDER SECTIONS, THE POLE SHALL BE PLACED A MINIMUM OF 10' FROM EDGE OF PAVEMENT AND BEHIND THE DITCH LINE. ALL LIGHTING PROPOSED WITHIN THE RIGHT OF WAY MUST BE DESIGNED IN ACCORDANCE WITH THE AASHTO GUIDE FOR ROADWAY LIGHTING AND SHALL MEET THE CURRENT ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICA (IESNA) STANDARDS. 34. TRAFFIC SIGNALS REQUIRE AN INDIVIDUAL LAND USE PERMIT. THE APPLICANT SHALL BE RESPONSIBLE FOR THE DESIGN COSTS OF ANY TRAFFIC SIGNAL INSTALLATION OR MODIFICATION OF EXISTING SIGNALS. DESIGN PLANS MUST BE PREPARED AND SUBMITTED TO VDOT BY A LICENSED PROFESSIONAL ENGINEER FOR REVIEW AND APPROVAL. THIS INCLUDES THE FOUNDATION DESIGN AND ANY EQUIPMENT ASSOCIATED WITH THE COMPLETED TRAFFIC SIGNAL. ALL EQUIPMENT MUST BE APPROVED BY VDOT. SHOP DRAWINGS MUST BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO FABRICATING ANY SIGNAL STRUCTURAL COMPONENTS. 35. SOIL STABILIZATION IS REQUIRED WITHIN 7 DAYS FOR ALL AREAS WHERE CLEARING, GRADING, EXCAVATION OR OTHER LAND DISTURBING ACTIVITIES HAVE PERMANENTLY CEASED OR WHERE LAND DISTURBANCE ACTIVITIES HAVE BEEN TEMPORARILY SUSPENDED FOR AN ANTICIPATED DURATION OF GREATER THAN 7 DAYS, OR UPON COMPLETION OF GRADING OPERATIONS FOR A SPECIFIED AREA. SOIL STABILIZATION SHALL BEGIN AS SOON AS PRACTICABLE, BUT NOT LATER THAN THE SEVEN DAYS FOLLOWING THE DAY WHEN LAND DISTURBING ACTIVITIES TEMPORARILY OR PERMANENTLY CEASED. 36. NO STRUCTURE SHALL BE CONSTRUCTED ON STATE MAINTAINED RIGHTS OF WAY, OR ON RIGHT OF WAYS INTENDED TO BE MAINTAINED BY VDOT UNLESS SAID STRUCTURES ARE SHOWN ON CONSTRUCTION PLANS APPROVED BY VDOT OR SUCH STRUCTURES ARE COVERED BY A VDOT LAND USE PERMIT (OR BY A LETTER OF INTENT FROM THE RESIDENT ADM IN ISTRATOR/RESIDENT ENGINEER TO ISSUE SAID PERMIT AT THE TIME OF STATE ACCEPTANCE). 07 \ \ H o ¢ 12. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE \ \ CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY 0 0 TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 13. AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL TEST AND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. ALL AREAS SHALL ADEQUATELY DRAIN O TOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF. CONTRACTOR SHALL IMMEDIATELY z NOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED. w UTILITY NOTES 0 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING w O UTILITIES OR UTILITIES BY OTHERS AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS z :>- V) UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS D O :E O > NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF o UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES Ld WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. N w 2. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED OR REQUIRED FOR PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. o z 3. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, DOOR ACCESS, AND EXTERIOR GRADING. THE UTILITY SERVICE SIZES ARE TO BE DETERMINED BY THE ARCHITECT. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES/SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID N M CONFLICTS AND ENSURE PROPER DEPTHS ARE ACHIEVED. THE JURISDICTION UTILITY REQUIREMENTS N SHALL ALSO BE MET, AS WELL AS COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO v CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE CONFLICTS EXIST WITH THESE SITE PLANS, z> ENGINEER IS TO BE NOTIFIED PRIOR TO CONSTRUCTION TO RESOLVE. O w o �z 4. THE CONTRACTOR SHALL PERFORM WHATEVER TEST EXCAVATION OR OTHER INVESTIGATION IS ¢ O NECESSARY TO VERIFY TIE-IN INVERTS, LOCATIONS AND CLEARANCES, AND SHALL REPORT IMMEDIATELY p � N :2 ANY DISCREPANCIEST KIMLEY- H RN AND ASSOCIATES, IN . AT 4 7 - 2. O O C (80 ) 6 3 388 �U 03 0 � E n c� ¢ I z 5. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN IN PLACE. O O ^ o zc o = 6. MAINTAIN A MINIMUM OF 18" OF VERTICAL CLEARANCE BETWEEN STORM, SANITARY, AND ALL UTILITIES (UNLESS OTHERWISE NOTED). z o w ll� - COO 7. CROSS CONNECTION CONTROL AND BACK FLOW PREVENTION SHALL BE IN ACCORDANCE WITH THE =� W Y ~ z UNIFORM STATEWIDE BUILDING CODE. } ww0� �[if 8. CONTRACTOR SHALL COORDINATE WITH THE FIRE MARSHAL BEFORE INSTALLING FIRE LANE SIGNS AND ~ Y N MARKINGS. J N J 9. ALL CLEANOUTS WITHIN VEHICULAR AREAS SHALL BE TRAFFIC BEARING. O N } 10. CONTRACTOR SHALL SAW CUT, REMOVE, AND REPLACE ASPHALT PAVEMENT AS NECESSARY TO INSTALL UNDERGROUND ELECTRIC, TELEPHONE, SANITARY SEWER, WATER, AND COMMUNICATION CONDUITS. VN O N 11. UNDERGROUND UTILITIES INSTALLED ON PRIVATE PROPERTY OR IN PRIVATE UTILITY EASEMENTS AND BUILDING RELATED STORM DRAINS SHALL BE DESIGNED AND INSTALLED PER THE CURRENT EDITION OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. TH p F 12. PROPOSED CROSSINGS WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY TEST PIT G PRIOR TO COMMENCEMENT OF CONSTRUCTION. 13. THE RIM ELEVATIONS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS SHALL BE ADJUSTED, IF REQUIRED, TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE DAVI B. ELLING STANDARDS. "d Lic. No. 043905 14. ALL WATER, SEWER AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ACSA 100 OZ/16/20u PERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN(S). THE ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT (ACBID) DOES A VISUAL INSPECTION AND WITNESSES THE ss I�NAL TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND THE SPRINKLER LEAD-IN CONNECTION. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE UPDATED ALBEMARLE COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND z < Li TESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR ACBID. THIS INCLUDES BUILDING SEWERS, U N O o o WATER AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE METER(S)/BUILDING(S). THE SPECIAL 00 0 O INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING c0 w N } DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. N Q CD Q m } m o w m o w = N J V 3: U Y O ¢ U U W ¢ K w = co TRAFFIC CONTROL NOTES w 1. WHENEVER CONSTRUCTION OPERATIONS ENCROACH ON THE RIGHT -OF WAY OF ADJACENT ROADWAYS, 1 TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH LOCAL AND STATE STANDARDS. O 2. NO MATERIALS OR EQUIPMENT SHALL BE STORED OR STOCKPILED WITHIN THE RIGHT-OF-WAY OF ADJACENT ROADWAYS. 3. THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR COMPLETING AND IMPLEMENTING TRAFFIC CONTROL J PLAN. < M ll. BUILDING INSPECTION NOTES: 1 1 1. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN Z ACCORDANCE WITH ]CC ANSI Al17.1-09 AND THE 2015 VIRGINIA CONSTRUCTION CODE. w 2. ALL WATER, 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. r V 3. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3580 X131. Q 1 0/� n w n 5w G O W J Q W m J Q SHEET NUMBER CA-101 C4 Q o Ln N O O Albemarle County Engineering Fined Plan General Noss, Pugs I uf4 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes 1. Prior to my construction within my existing public right-of-way, including connection to my existing road, a permit shall be obtained from the Virginia Department of Transponatim (VDOT). This plan as drawn may not accumtely reflect the requirements of the permit. Where my 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 central measures shag be provided in accordance with the approved erosion control plan and shag be installed prior to my clearing, grading or other construction. 4. All slopes and disturbed areas me to be fertilized, seeded and mulched 5. The maximum allowable slope is 2:1 (horizontaLvertical). Where reasombly obtainable, lesser slopes of 3:1 "better am to be achieved. 6. Paved, rip -rapt 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 fan Uniform Tmffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinfomed concrete pipe - Class III 9. All excavation for Underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). General Construction Notes for Streets (This list is in addition to the General Construction Notes) 1. Construction inspection of all proposed roads within the development will be made by the County. The contractor must notify the Department of Community Development (296- 5832) 48 hours in advance of the start of construction. 2. Upon completion of free grading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed on the subgrade soil. three (3) copies of the test results shall be submitted to the County. Ha subgrade soil CBR of 10 or greater is not obtainable, a revised pavement design shall be made by the design engineer and submitted with the test results for approval. 3. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prim to acceptance by the County. All drainage out£all easements are to be extended to a boundary line or a natural watercourse. 4. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field verified at Me time of Construction. Additional guardrail may be required at locations not shown when, in the opinion of the County Engineer, or designee, it is deemed necessary. When guardrail is required, it shall be installed four (4) Feet offset from the edge County of Albemarle Community Development Department - Planning March 5, 2024 Valerie Long Williams Mullen 323 Second Street SE Suite 900 Charlottesville VA U902 (16 ran X03) Margaret Malinlet aIks ayskk?k,1brwvr.ore Telephone: (434) 296-5832 ext. 3276 Be SP20230m87 Home Depot Outdoor Storage, Display, and Sales Action Letter Dear Ms. Ling, On February 21, 2024, the Board of Supervisors took action on your Special Use Permit on Tax Map Parcel Numbers 06100000013100 and 06100DOW13200 in the Rio District The Special Use Permit was approved by the Hoard's adoption of the attached Resolution and Conditions. Please be advised that although Me Albemarle County Board of Superdsom took action on the project noted above, no uses on the property as approved above may lawfully begin until all applicable approvals have been received and conditions have been met. This includes: • compliance with conditions of the SPECIAL USE PERMIT; • approval of any necessary SITE PLAN; and • approval of a ZONING COMPLIANCE CLEARANCE. Should you have questions regarding the above -noted action, please contact me. Albemarle County Engineering Final Plan General Notes Pegs 2 of4 of pavement to the face of guardrail, and roadway shoulder widths shall be increased to seven (7) fee[. 5. Where urban cross sections are installed, all residential driveway entrances shall conform in VDOT CG-9(A, B or Q. 6. Where rural cross sections are installed, all residential driveway mtrmms shall conform to VDOT standard PE-1. 7. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown an the typical pavement section detail, shall be strictly adhered to. 8. Road plan approval for subdivisions is subject to final subdivision plat validation. Should the final plat fan this project expire prior in signing and recordation, then approval of these plans shall be Bull and void. 9. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices and the Albemarle Comfy Road Naming and Property Numbering Ordinance and Mutual. 10. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the Comfy Engineer, or designee, they are deemed necessary in order to provide safe and convenient access. 11. The speed limits to be posted an speed limit signs are 5 mph below the design speed, Or as determined by VDOT Inc public roads. 12. VDOT standard CD-1 or CD-2 cross -drains order to be installed order the subbase material at all at and fill transitions and grade sag points as shown on the Toad profiles. 13. A video camera inspection is required for all storm sewers and culverts that are deemed pa W inaccessible to VDO'1' or CoUnty W in actions_ the video inspection shall be conducted in accordance with VD07"s video camera inspection procedure and with a VDOT or County inspector present. General construction notes for Erosion and Sediment Control plans 1. The plan approving authority must be notified one week prim to the pre -construction conference, one week prim 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 mecsmes are to be placed prim to "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. Prim to commencing land disturbing activities in areas other than indicated an these plans but not limited to off -site borrow or waste areas the contract" shall submit a (including, h supplementary erosion control plan to the owner for review and approval by the plan approving autharry- (16 Lo NID5) RESOLUTION TO APPROVE SP202300007 HOME DEPOT OUTDOOR STORAGE, DISPLAY, AND SALES WHEREAS, upon consideration oftlic staff reports prepared for SP202300007 Homo Depot Outdoor Storage, Display, and Saks and all of il,cir stlachmcnts, including staff ssuppm Ling analysis, the information pri speed ai the public hearings, any comments received, and all ofihe relevant factors in Albomart. County Code §§ I8-30.6.3(a)(2)(b) and 18-33.8(A), the Albemarle County Board of Supervisors hereby finds that the proposed special use would: I. not be a subatmuml detriment to adjacent pmvck; 2, not change the character ofihe adjacent parcels and the nearby area; 3. be in harmony with the pmposc and n out of the Zoning Ordinance, with Ore Uses permitted by Light in the Planned Development Shopping Center zoning district, mid with the public health, safety, and geneml welfare (including equity); and 4. be consistent with the Comprehensive plan and the applicable design guidelines. NOW, THEREFORE, BE IT RESOLVED that the Albenral'le County Board of Supervisors hcrcby approves SP202300007 Home Depot Onnlma Storage, Display, and Sales, subject to the conditions attached herein. I, Claudette K. Borgersen, do hmuby certify that the foregoing writing is a true, conect copy of a Resolution duty adopted by the Board Uf Supervisors of Albemarle County, Virginia, by a vote ofsix to zero, as recorded below, at a regularmeeting held on February 21, 2024. Sincerely, Aye Nay Margaret Mallszewskl Mr. Andrews Y Planning Manager Mi.(iallaway Y _ Ms. Ldlisto-Kirley Y W. M6N Y cC Home Depot USA Inc Ms. WNW _ Y 2455 Paces Ferry Rd NW C-19 _ Atlanta CA 30339 Mr. poor Y David c rowePhomedeved com W W W.ALBEMARLEORG 401 McIntire Road, North Wing, I Charlottesville, VA 229M 4579 Connfv of Albemarle MMargarct Mallsaewakl -J pernalinevaldRaLlienorome Community Development Department - Planning Telephone: E34) 296-5832 art. 3276 May 9, 2024 Megan Nedosmp Williams Mullen 323 2ne St_, SE, Suite 900 Charlottesville, VA 22902 mnedosmp@williamsmUllen.com RE: ARB-2023-118: Hams Depot Minor Amendment Dear Megan, I have reviewed the site plan set revised 315124 and architectural plan D3.02 revised 4/10/24, both submitted for the above referenced project. The changes made in these plans address the outstanding conditions of ARB approval. You may consider this letter your Certificate of Appropriateness. This approval is specifically Conditioned on the following: 1. Execution of the design indicated on the final approved plans, attachments, materials, samples, and other submittal Rem presented. 2. Mechanical equipment shall not be visible firm the Entrance Corridor. Please note the following: 1. Any changes in the approved design will require a new application and additional review. 2. Certificates of Appropriateness are valid for the same period that the corresponding site plan is valid. If there is no site plan required forthe proposed work, the Certificate of Appropriateness is valid for 3 years. Applicants requesting an extension of the period of validity must do so in writing. The letter must be received by the Director of Planning prior to the expiration date. If you have any questions, please do not hesitate to contact me. Sincerely, Margaret Mallszewski Planning Manager, Department of Community Development 434-296-5832 X3276 Co: Home Depot USA Inc., david_c_rowe@homedepot.com File W W W.ALBEMARLEORG 401 Mcln6re Road, North Wing I Cha killawille, VA 229024579 Clerk, Board of COnnty Sul r sots Albemarle County Engineering Fined Plan Genard Notes Palls 3 of4 6. The contractor is responsible for installation of my additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. 7. All disturbed areas are to drain in approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. 8. During dewatering operations, water will be pumped into an approved filtering device. 9. The contractor shall inspect all erosion control measures periodically and after each runoff - producing rainfall event Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. 10. All fall material to be taken from an approved, designated borrow area. It- All waste materials shall be taken to an approved waste area. Earth fall shall be inert materials only, free of roots, stumps, wood, rubbish, and other debris. 12. Borrow or waste areas me in be reclaimed within 7 days of completion per Zoning Ordinance section 5.1.28. 13. All inert materials shall be transported in compliance with section 13-301 of the Code of Albemarle. 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to the hours of 7:00am to 9:00pm. 15. Borrow, fall or waste activity shall be conducted in a safe manner than maintains lateral support, or order to minimize any hazard to permits, physical damage to adjacent land and PPo .PY 8 1 improvements, and damage to any public street because U slides, sinking, or collapse. 16. The developer shall reserve the right to install, maintain, remove or convert to pennanmt star water management facilities where applicable all erosion control measures required g PPpr by this plan regardless of the sale ofany lot, Unit, building or other portion of the property. 17. "temporary stabilization shall be temporary seeding and mulching_ Seeding is to be at 75 lbshure, and in the months of September to Februaryto consist a 50/50 mix of Annual Ryegrass and Cereal Winter Rye, min March and April to consist of Amml Rye, or May through August to consist of German Millet. Strew mulch is to be applied at 80lbs/100sf Alternatives are subject to approved by the Comfy erosion control inspector. 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. Agricultural grade limestone shall be applied at 901bs/I000sf, incorporated into the top 4-6 inchesofsoil. Fertilizer shall be applied at 1000lbs/acre and consist Ufa 10-20-10 nutrient mix. Permanent seeding shall be applied at I80lbs/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/100st, Alternatives are subject to approved by the County erosion control inspector. 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging to structural measures is to be repair immediately. Silt traps are to be clewed when 50% of the wet storage volume is filled with sediment All seeded areas are to be reseeded when necessary to achieve a good stand of Bass. Silt fence and diversion dykes which are collecting sediment to halftheir height most be cleaned and repaired immediately. 20. All temporary erosion and sediment control measures Inc to be removed within 30 days of final site stabilization, when measures are no longer needed, subject be approval by the County erosion control inspector. (I6rm9p5) SP202300007 Home Depot Outdoor Storage, Display, and Sales Special Use Permit Conditions 1. Deveb em must be in general accord with the Home Depot lane the Plan drawn Kimle Pm g p D ( ) b1' Y Horn dated 10/I IV2023 Attachment A6 end MG2 Home Depot ten sheets DD50-08 and C w p DD50-09 dined 11/16/23 (Attachment A7). To be in general accord, development mnsl reFled the following mail" elements essential to the design of the development: 1. Location of areas of storage, sale, and display, and 2. Location and design of fencing. 2 Products for storage, display and/or sale mast not be socked higher than the adjacent garden center fence. 3. The col., tenilsomruc of garden center light fixlums mail non exceed 3000K 4. Outdoor illumination, including illumination of items for storage, display, and sale, must not exceed 30 footcandles at the display areas facing RL 29 and 20 faotcandles elsewhere. S. All mldear illumination most be full c taff fixtures. 6. large shade trees, 3W' caliper at planting, spaced 35' on center, and interspersed omamenlsl tract am required along the Rt. 29 frontage ofpamel 61-132. An alternative planting within the existing planting area located between the parking let and the right-of-way may be approved by the ARE with the final site plan, subject to VDOT approval. 7. The Rio Rd. frontage of parcel 61-132 must be landscaped as shown on the Plan, except that the landscape plan must be revised to include more diverse species along Rio Rd. Other charges to the landscape plan may be approved by the ARB with the final site plan. Albemarle County Engineering Final Plan General Notes Pegs 4 of4 General construction net. far Starmwater Management plans 1. All dams and Constructed fill in be within 95 % of maximum dry density and 2 % of optimum moisture content. All fill material to be approved by a gemechnical engineer. A geotechnical engineer is to be present during Construction of dams. 2. Pipe and riser joints me to be watertight within stormwater management Facilities. 3. For temporary sediment Crops or basins which are to be converted to permanent stonnwater management facilities; conversion is not in take place Until the site is stabilized, and pcmwssion has been obtained from die Comfy erosion control inspector. FIRE PREVENTION NOTES • AS FOUND IN THE VIRGINIA STATEWDE FIRE PREVENTION CODE, ESTABLISH A MIT1EN FIRE PREVENTION PL AND IDENTIFY SOMEONE TO SERVE PS THE FIRE PREVENTION SUPERINTENDENT TO ENSURE SITE COMPLIANCE ALTHTHEPLW. • SMOKING SHALL BE PROHIBITED IN MEAN MERE SMOKING IS A HAZARD, AND THESE MEAN SHALL BE DESIGNATED WITH NO SMOKING SIGNS PER VIRGINIA STATENAOE FIRE PREVENTION CODE_ • AREAS WHERE SMOKING CAN OCCUR SHALL HAVE APPROPRIATE RECEPTACLES FOR DISCARDED SMOKING MATERIALS PER ViRGINIASTATEWIDE FIRE PREVENTION CODE. • CONTRACTOR SHALL ENSURE THE STREET NNAESAND BUILDING NUMBERS PREALWAYS PWNLYMSIBLE FROM THE FRONTAGE STREET DURING CONSTRUCTION PER THE VIRGINIA STATEWIDE FIRE CODE. • PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE, WE AND EFFICIENT VEHICULAR ACCESS FOR FIREFIGHTING AND EMERGENCY OPERATIONS SHALL BE PROVIDED AND MPINTAINEDATALL CONSTRUCTION ANDDEMOUTIONSITES.THISINCLUMSPROV151GNOFTHEREQUIREDUNOBSTRUCTEDACCES WDTHS,A SURFACE CAPABLE OF SUPPORTING EMERGENCY APPARATUS OF UP TO 76,000 USE IN ALL KEATHER CONDITIONS, FREE OF OVERHEAD OBSTRUCTIONS FROM 13 FT. 6 INCHES AND BELM,, PROVIDE ACCESS TO FIRE DEPARTMENT CONNECTIONSINITHIN tan FEET OF WATER SUPPLYMYDRANTSAND MUST PROVIDE FOR AERIAL ACCESS NO CLOSER THAN 15 FT. AND NO MORETHAN 30 FT. FROM THEACCIM ROAD TO BUILDINGS OVER 30 FEET TALL. THIS ACCESS MAY BE V w PERMANENT OR TEMPORARY ROAD AS LONG AS THE CONDITIONS LISTED, AND THEY ARE PROPERLY IDENTFIEDMARKED. • AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL BE IN PLACEWTH UNOBSTRUCTED ACCESSIMUtt ASSOCKASCOMBU TlBIEMATERIALSARRNECNSITE. • WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF EACH DAY AND DISPOSED OF IN ACCORDANCE WITH THE VIRGINIA STATEWDE FIRE CODE. • FIRE EXTINGUISHERS SHALL BE PROVIDED,wobt NOT LESS THAN ONE APPROVED FIRE EXTINGUISHER AT EACH STAIRWELL ONALL FLWR IEVELS WHERE COMBUSTIBLE M4TERNLS HAVEACCUMUATED, IN EVERY STORAGE ANDCONSTRUCTIGNSHEDANDINAREABOFSPECIAL;HAZARD$SUCHASWHEREFL WBIEAND CIXABUSTIBLE UQUIDS ARE STORED OR USED. IN ACCCRDANCENMH THE VIRGINIASTATENADE FIRE CODE • OPERATIONS INVOLVING THE USE OF CUTTINGAND wELMNG SHALL COMPLY VATH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE AND SHALL REQUIRE A PERMIT FROM THE AUEMJ E COUNTY FIRE MARSHALS OFFICE. OFA { O LB 4 r Marssarc! Mallazewakl County of Albemarle mmeaewakiOalbemede.ore Community Development Department -Planning Telephone: JCVu 296-5832 e i 3276 March 19, 2024 Valerie Long, Esquire Williams Mullen 323 2n° Street SE Suite 900 Charlottesville, VA 22902 RE: ARB2024-09 Home Depot (TMP: 06100-00-DD-13100, 06100-00-00-13200) Dear Ms. Long, The Albemarle County Architectural Review Board reviewed the above noted item at its meeting on Monday, March 18, 2024. The Board with a vote of 5:0, approved the request, pending staff administrative approval of the following Conditions: 1. Revise the lumber Canopy for greater Coordination with the main entrance Canopy. The revised design shown in the meeting is acceptable to the ARB. 2. Provide updated color samples for review. 3. Increase the depth of the canopy over the main entrance to add visual interest and human scale and to help reduce blankness_ The 6' depth shown in the meeting is acceptable to the ARB. 4. Revise the site plan to identify the locations of fencing in/around the garden center and any other locations where fencing will be provided. S. Provide fence details in the she and architectural plans. 6. Add the standard mechanical equipment note to the site and amhOectuml plans. "Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated." 7. Add the lighting plans to the final site plan set. 8. Revise the photometric plan to limit illumination in the parking lot to 20fc. 9. Revise the lummaire schedule to show that the color temperature of all light fixtures does not exceed 3000K. 10. Revise the lighting plan to include the color/finish of the poles and fixtures. Dark brown, dark bronze, or black are recommended. 11. Replace the Trident Maple, Dwarf Burford Holly, and Schipke English Laurel with plants found on the County's approved plant list. 12. Revise the plans to account for the five additional trees that will need to be removed to accommodate the development. Please provide: 1. A full set of revised drawings addressing each of these Conditions. Include updated revision dates on each drawing. Electronic submittals are preferred. 2. A memo including detailed responses indicating how each Condition has been satisfied. If changes other than those requested have been made, identify those changes in the memo also. Highlighting the changes in the drawing with "clouding" or by other means will facilitate review and approval. 3. The attached "Revised Application Submittar form. This torte must be returned with your revisions to ensure propertrecking and distribution. W W W.ALBEMARLEORG 401 McIntire Road, North Wing, I Charlottesville, VA 229024579 When staffs review of this information indicates that all conditions of approval have been met, a Certificate of Appropriateness ma be issued. Y If you have any questions, P lease do not hesitate to Contact me Sincerely, Margaret Maliszewski Planning Manager, Department of Community Development 434-2965832 x3276 mmalisz wild oalbemarle.ore go David Rowe, Home Depot USA Inc., P.O. Box 105842, Atlanta, GA 30345-5M2, DAVID C RCA EOHOMEDEPOT.COM File W W W.ALBEMARLEORG 401 McIntire Road, North Was, I Charlottesville, VA 229M 4579 September 14, 2021 ACSA GENERAL WATER 8 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 (1-800552-7001). 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. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE ROBBED 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. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE 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. 15.ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. VFPRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER SERVICE, ALL BACKFLOW PREVENTION DEVICE INSTALLATIONS SHALL MEET THE ACSA BACKFLOW REQUIREMENTS AS DETAILED IN SECTION 8 OF THE MOST RECENT REVISION OF THE ACSA RULES AND REGAULTIONS. 17.A DEED OF EASEMENT AND EASEMENT PLAT FOR THE UTILITY EASEMENTS, APPROVED BY THE ACSA, SHALL BE RECORDED PRIOR TO ANY WATER AND/OR SEWER SERVICE BEING ESTABLISHED. (n F_ Z W O U V) (n r Z Z F_ EdO Z 7, V) _D :E > O O w U U � W (n > W O r7 (14Io N Lza O En - W 0 HZ ao Q:E o = N 03 0 (n U n (n cr U CI I Z CIO r O z� 9 = z O W 05 co 00 J = W Y }E- W W Z �> 0 > Cn Y N � J N J O N} B. C W ID ELLING" LiC. No. 043905 oz/16/wu Z J 0 I- W U O O < O 0 O W n �N D Q o m o m Q P7 = W Y O Q U W Q K W S Z LU U) D OC U z W J Q ^ aaa� ' r W Z W w O n W 0 5W L O 2 IN SHEET NUMBER CA-102 �y C y�' O LEGEND GROUND LIGHT • WATER VALVE b WATER FIRE HYDRANT / ELEC LIGHT POLE ON CIRCULAR BASE / ELEC LIGHT POLE ON RECTANGULAR BASE 0 UTILITY POLE © COMM MH © COMM HANDHOLE ® ELECTRIC HANDHOLE d SIGN IRF BOUNDARY MON/IRON ROD FOUND • BOLLARD SIAMESE SPRINKLER DECIDUOUS TREE CONIFEROUS TREE 0 STORM MH ® SAN SEWER MH Q HEDGE ROW • METAL POST SAN SEWER PIPE STORM WATER PIPE WATERLINE UNDERGROUND ELECTRIC UNDERGROUND ELECTRIC OVERHEAD GUY WIRE COMMUNICATION LINE UNDERGROUND SAN SEWER PIPE PROP. BOUNDARY LINE TOPO SURVEY LIMIT NO TES (1) THIS DRAWING IS BASED ON A CURRENT FIELD SURVEY PERFORMED BY CIVIL SURVEYORS, INC. ON JULY 18, 2022. (2) HORIZONTAL DATUM AND VERTICAL DATUM ARE NAD 83 — VIRGINIA STATE PLANE COORDINATE SYSTEM, SOUTH ZONE, U.S. FEET. AND NAVD 88 ESTABLISHED USING GPS OBSERVATIONS PERFORMED ON JUNE 78, 2022. (3) UNDERGROUND UTILITIES SURVEY WAS PERFORMED AT QUALITY LEVEL "B" (4) BOUNDARY SURVEY WAS NOT PERFORMED. BOUNDARY LINES SHOWN WERE COMPILED FROM PLATS, DEEDS AND OTHER LAND RECORDS PROVIDED BY CLIENTS. TOPOORAPH C SURVEY OF TAX PARCEL ID-006100-00-00-1320 FASHION SQUARE MALL CHARLOTTESVILLE, VIRGINIA 0 60 120 180 Scale: 1" = 60' ,/•:1� Tax ID: oL SURVEYORS Nc. Parcel: D.B.A. D & MM Surveyors Revised: 221 Queen Street, P.O. Box 1828, Tappohannock, Va. 22560 Office: 804-443-3080 Email: (white@civsur.com Date. 7/1B/202 Drawn By: LOK Sheet No. Scale: 1" = 60'Checked By: LOW 1 of 1 SURVEY CV-101 I _l 0 �1 \ 0, t ' \ LEGEND MANAGED STEEP SLOPES p �0 ' 01 1 NORTHING: 39' /k1 FASTING: 114E ---5 i I Oak ti',g�gg tOQW 5-0ale r \C\J I I NORTHING:3916787.93 O m - co\ Q IFASTINj 1490706.17/ \ \ \ W Ln N I / N27°59' 2"E 42.09' \\ \ 3 \ \ \\/c y �Olr� \ STEEP SLOPE AREA \ U) 7 1 UNSPECIFIED WIDTH OVERHEAD UTILITY Ld PC\C\P - - 0� J OQQ\� / / / /'✓ / I I - \ ` ` 00� \ \ / // 1kh01 p�' POWER EASEMENT FOR VIRGINIA ELECTRIC AND O �tyo 0 — — t OQ �� / / ' / I I I h 5 1 1 . —�p-�' I/ ^ O\ Q /C\q ��p D.B. 668, PG. 144 O _ t ,0\0-��, �V �� 6 �j 010 �rvC\� / 15' POWER EASEMENT III \ i \ \ \ \� ��� J UNSPECIFIED WIDTH OVERHEAD UTILITY 15' EASEMENT FOR CENTRAL TELEPHONE COMPANY OF Z — - (� 0 \, 1 0 p Q FOR VIRGINIA ELECTRIC 1 i \ \ \ VIRGINIA (REMAINING PORTION) H W w5. PQG pO�p�G\P 6�y VO �Q PGA \O yjp 0 / AND POWER COMPANY I I - - / j �� - \� \-\\ 0\L \� \ EASEMENT FOR VIRGINIA ELECTRIC AND D B 668 PG 144 Z g (n 0 a\ F,t�QG' `L I Q0 Q, e\' i Q, 0 / D.B. 3865 PG. 685 \/\\�\� 0 POWER COMPANY > p i gi g1 G p0 O. 0 1 \ \ \ / // \ \ D.B. 393, PG. 23 gP061�� Gp �kg Q I 000 QP 0' (i 00 I w - _ / / / O \� \� \ \I k� 5 15' EASEMENT FOR CENTRAL TELEPHONE COMPANY OF O O 6J, 0 0 k19 O�P61 � \\� I P,� L�1 D�BG565, PGINIA EM (REMAINING PORTION) O ov Ld Ld 10' UNDERGROUND UTILITY EASEMENT FOR _ _ _ _ / VIRGINIA ELECTRIC AND POWER COMPANY \ - / ' _ III - - - -� / I D.B. 690, PG. 651 \ / VARIABLE WIDTH WATERLINE BENCH MARK / / EASEMENT FOR ALBEMARLE - a� \ \ \ �\ \ \ \ i N COUNTY SERVICE AUTHORITY I / I I _ F - - - - - - - - - _ / \ \\� \�\\ W O \ \ i NORTHING: 3916722.32 \ \ \ \ \\ .FASTING: 11490397.04 / D.B. 3860, PG. / 1 I -\- - - - - - - /\\\\ Ro �g kg g� ZQ PROPERTY LINE 1916931.66 I L - - - / i ELEV. 561.60' / / / / \ \\ ��� \ \ ♦ \ 'q11 4k W -> 190155.01 I I ! / / II / BENCH MARK `t ` ` - 1 / /\�� �\ \ \ ?8 S33j° NORTHING: 3916214.60 W W p NORTHING: 3916624.12 / \ p. 1 $ (� \ \� \ �\ \ E \ FASTING: 11490550.53 _ \� 4 Q O ! / ,, / G k h \ / \ \ \ \ 1 FASTING:: 39 621 62 H Z i� - III IELEV. 499.66, ! \\ - '(8 0�00g-iSJ \ J \ �\\\\ \�\ \\_\♦ \\--------- U� N S49°OS'38"E 1320.00'_ _ _ - - - - ! Oµ \ i1 6 \ �� \\� \\��\ �.,� -\_ cn o� \\ \ \ \ \ \ ' . .\ \ \ ! / < r'J Inc,S49*1 00 =0/,0� / I/ ALBEMARLE EASEMENT FOR _ - _ / I I \ w Y _23.73'53'E n U I ALBEMARLE COUNTY SERVICE F - - - _ - / \\ \ \ I � z u� 23.73' - - �(,� - I AUTHORITY \ - - ' / \\ \ I PRESUMED LOCATION COMMUNICATION LJ w O - - - - - - \ �� `��? 11\ / 1 D.B. 729, PG. 677\\ IIIII 111� EASEMENT FOR VIRGINIA TELEPHONE ww = RETAINING WALL AND TRAFFIC SIGN -EASEMENT FOR VIRGINIA DEPARTMENT OF TRANSPORTATION D.B. 4679, PG. 554 JJ __ L� � � � � � � � � � - I T Mn_lF� aQ 11 I I I I III \� ,4 \�� �' _ CN � IIIII \ w 0 FFE=492.69 /% \\ I I I II I I I M IIIIIII II III o'y� Y 0 o o N U W K S / APPROX. LIMIT OF PROTECTED AREA FOR RARE 8 'rc � ---___/ a„rcp I b \ / I II III IIIIIIIII \ \ / HOSPITALITY INTERNATIONAL, INC _ _ _ _ _ 4) 1 w w I I I I IIIIIII III I I / D.B. 5092 PG. 484 I w I iYY I I I I I 10' UTILITY EASEMENT FOR VIRGINIA I I I I I I ELECTRIC AND POWER COMPANY �'---- — E�\� G. 9 o k1���.1ti9 ' _ \ \ \�\ 11 1 11 N III D.B. 690, PG. 651 ���Ja� 'E I III ' I illl \w I I� \ II IIIII1111� \ 'r z Jill QQ\� 10' UTILITY EASEMENT FOR VIRGINIA J \ \\ 6"mp S 6' ELECTRIC AND POWER COMPANY LINE \ I I I 1 I t�GOt 00Q'�� 010000ate 5� D.B. 690, PG. 651 kWPROPER TRAFFIC CONTROL EASEMENT FOR �\ � 0 I III Lli Q 0 QG 1�h COMMONWEALTH OF VIRGINIA \\• / \0 '� hG XD.B. 1314\ PG. 488 \\\ j \iL y� 9 k I --1N�iw+15(�4°°4\ a= \`PI'�63'�I k•'tA='51\..\ N49°17\ 'I53"W 242.04' Ik\I1I 1 I �\\\\\\\\\\\\\\\\\ I p0 P66'JePE�Q0�QO I I I //\\ I\ t \\ O '4kg3916306.6O cQ=.7PInNORTHING: 3916464.45 ii. \III11WC= 11 O� V)CB=N42°71, (� v NORTHING: a I\/R-1g8?0�I FASTING: 11490109.68 EAST! NG:11490293.18 [u °21„ 10' UTILITY EASEMENT FOR N I I \\\ UUG�� VIRGINIA ELECTRIC AND POWER J COMPANY \ D.B. 693, PG. 607 NORTHING: 3916440.79 I I I I \ I C9 h I \ \ f \ FASTING: 11490070.37 I I I I \ w I Q \ a I I I6\ \ Q 10' UNDERGROUND UTILITY EASEMENT I 3 \ I o 12"rc FOR VIRGINIA ELECTRIC AND POWER \\ COMPANY Z _ - - - ro 4" - - I I \ \``•tea\7�1k��C OJ�' \ \ // \ n I D.B. 688, PG. 316 NORTHING: 3915829.58 \ 11 cpP I IIII I V J I I ! I I \\ EASTING: 11490673.32 \ \ \ II iI N49°1T53"I V66 TRAFFIC CONTROL EASEMENT FOR NORTHING \ \\ d I / ✓ O E COMMONWEALTH OF VIRGINIA FASTING: 11490219-01 n D.B. PG. O1 W O 3 1 W \ 40.02'N40°43'55"E e 4602 p vc 41 N49 °00'22"W Lu 38 O6 I \ Lu II 11 tQ�E Q,�0001 ��OQc\` \\ \\ \I �0��\01'j100 JQ\'OQ 15' SANITARY SEWER EASEMENT FOR 5 0 lcV 0' \ \ I 15' SANITARY SEWER EASEMENT FOR t'' Q' I 1 ( �G 00 0 �� 0 \ \ I Y\ I cZ p0 O 0 06 ALBEMARLE COUNTY SERVICE \Q �V (v 'IP ti00 1' \ ! ALBEMARLE COUNTY SERVICE S A7�\ QP t'O QPp� �Q,O ^j� 01' AUTHORITY \ I AUTHORITY I I O I S 3\ p \0 C 0' k O Q QG \ \ I I 1 I I D.B. 729, PG. 677 D.B. 7z9, PG. 677 1 1 \ p1h�Q 6 goy. \ \ I I I / 1 \ \ \ -,J 1h 5E' 6651 J GRAPHIC SCALE IN FEET Q \ 0 o I 0 20 40 80 :> N m N49°41'03'W 415.69' - - - - - - Q CV-102 - - -� \ ` - - _ OpO• \ / i I _ - - \ _ - - - - _ / I \\ I\� I111 111 I I D.B. 396, PGTELEGRAPH s COMPANY y cn R150 /y5 \\\ \\\\\I�\IIIIII\II\II\IIIIIIIIIIIII J � WW W W W 1IIIII N>-A P&24"rcp ■O ss"rcp Lo I \ \\ i/ // /,�C g F\ 61 6 \ \\\\\\ \\\ I I \ V� 15' WATERLINE EASEMENT FOR - \ I \\ �`\cP P \ \ O Nbb ALBEMARLE COUNTY SERVICE AUTHORITY — / �/ — \ / /� I .�o �, 3 . s„pvc \ \ \ /\� 1\l\hl\� l�,l I c \ - - D.B. 520, PG. 32 - \ / \� / \ / e S� SS SS SS SS Iss S \ \ I I I \ / i \ \ /� w t \ II IIII �\\ \\ w t / Ot II IIIIIII ° \ F, TH OF — I— ,------- ------ ---------- — — — — L t IT r0 II _ / ' O ❑ \ /� 15 SANITARY SEWER EASEMENT FOR IIIII IIII IIII $ / ALBEMARLE COUNTY SERVICE ! \ F \ I II I I C\ Gk k$ k 'l�� ~ _�--------- ��------------_--- 0 P� �/ DAVI BELLING AUTHORITY w \ SS\ \ 12r I IIIII D.B. 729, PG. 677 I\ 5PQ \r1%q \\ I '" I I IIII I \ \ '(OC\.1� OJ .(•�-P GO ,.d L'IC. No. 043905 \ \ I III I UTILITY EASEMENT FOR VIRGINIA •\s\/ I\ \\ , \E�� \'S�\S' \ \ \ \OtI III`I� II IIIIII IIIIIIII I IIIIIII III IIIIII IIII G DEPARMENT OF TRANSPORTATIO\P ' k13 D.B. 4594, PG. 65 GO GQp,r�o ssaI Al. EASEMENT FOR -rill I j1TtT11__ ALBEMARLE COUNTY SERVICE Z2o2a �T{`v 43 ' WAUTHORITY GP D.B. 729. PG. sPROPERTY LINE 0 0' u � � 0 0CD IiII �Q0 LLI W,pop 0 \0 =om \kQ ma mom Wv �EO�,�oN � o k Q � Z e� / STEEP SLOPE AREA IT/ -I- +-+ --i - I- 64°Ik 16 I I I I I