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HomeMy WebLinkAboutSDP201900057 Plan - Submittal (First) Initial Site Plan 2019-10-1701K IlLil -0 0 1 a I mom I 1 11 i INITIAL SITE PLAN Al-.BEMARLE COUNTY, VIRGINIA SHEET NO. DRAWING NO. TITLE 1 OF 11 C-1 COVER SHEET 2 OF 11 C-2 ABBREVIATIONS AND LEGEND 3 OF 11 C-3 GENERAL NOTES 4 OF 11 C-4 EARTHWORK REQUIREMENTS 5 OF 11 C-5 PROFFERS 6 OF 11 C-6 EXISTING CONDITIONS 7 OF 11 C-7 DEMOLITION PLAN 8 OF 11 C-8 SITE LAYOUT PLAN 9 OF 11 C-9 DETAILS 10 OF 11 C-10 LANDSCAPING PLAN 11 OF 11 C-11 LANDSCAPING DETAILS AND NOTES SOURCE OF TITLE: THIS IS A PORTION OF THE SAME PROPERTY IDENTIFIED AS TAX MAP PARCEL 61W-3-19A (PARCEL 1) CONVEYED UNTO OCT STONEFIELD PROPERTY OWNER LLC (PREVIOUS OWNED BY ALBEMARLE PLACE EAAP, LLC) BY THAT CERTAIN DEED DULY RECORDED IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF THE COUNTY OF ALBEMARLE, VIRGINIA IN DEED BOOK 4857, PAGES 503-511. NOTES: 1. THE PURPOSE OF THESE PLANS IS TO SHOW THE SITE IMPROVEMENT MODIFICATIONS REQUIRED FOR THE CONSTRUCTION OF A 234 UNIT, RESIDENTIAL APARTMENT BUILDING ON BLOCK D-1 OF STONEFIELD. 2. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 3. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. SITE PLAN NOTES: 1. REFER TO "STONEFIELD BLOCK G FINAL SITE PLAN AND VSMP PLAN" SDP 2014-00065 AND WPO 2014-00102 FOR ADDITIONAL INFORMATION INCLUDING BUT NOT LIMITED TO GENERAL NOTES AND DETAILS, STORM DRAINAGE AREA MAPS AND CALCULATIONS, AND LANDSCAPING DETAILS AND CALCULATIONS. 2. STORMWATER MANAGEMENT FOR THE LAND MASS ENCOMPASSED WITH THIS PLAN ARE PROVIDED WITH THE WPO 2014-00102, WPO 2010-00023, WPO 2013-69 AND SDP 2014-00065. THIS PLAN IS IN CONFORMANCE WITH THOSE REQUIREMENTS FOR QUANTITY AND QUALITY CONTROLS AS WELL AS MS-19. 3. PARKING COUNTS HAVE BEEN UPDATED TO REFLECT THESE IMPROVEMENTS. 4. PUBLIC WATER & SEWER IS PROVIDED TO THIS SITE THROUGH THE ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA). 5. A PARKING REDUCTION REQUEST HAS BEEN SUBMITTED TO ALBEMARLE COUNTY FOR THE IMPROVEMENTS ASSOCIATED WITH THIS SITE. THE PARKING CALCULATIONS PROVIDED ARE BASED ON THIS REQUEST. 6. THE SIDEWALK MAINTENANCE AND INGRESS/EGRESS EASEMENTS FOR DISTRICT AVE. WILL BE REVISED UNDER SEPARATE COVER. 7. LOADING SPACE FOR THE PROPOSED APARTMENT BUILDING IS PROVIDED WITHIN THE COVERED DROP—OFF AREA ON BOND STREET. VICINITY MAP SCALE: 1 "=2000' BLOCKS A—D PARKING REQUIREMENTS: EXISTING SHOPPING CENTER: EXISTING HOTEL —GUEST ROOMS: —CONFERENCE ROOMS: FUTURE C2-1 RETAIL - FUTURE C2-1 HOTEL —GUEST ROOMS: —CONFERENCE ROOMS: 1,064 SPACES ((236,248 GLA/1,000=236.25). 236.25*4.5=1,063.12) 55 SPACES (0.40 SPACES/HOTEL ROOM) 24 SPACES (1,790 SF/75 = 23.87) 57 SPACES ((12,567 GLA/1,000=12.57), 12.57*4.5=56.55) 51 SPACES (0.40 SPACES/HOTEL ROOM) 23 SPACES (1,712 SF/75 = 22.83) BLOCKSPARKING REQUIRED: SPACES BLOCKS A—D PARKING PROADED: EXISTING !0 SPACES ..SPACES STRUCTURED PARKING PROVIDED: 447 SPACES BLOCKS A—D TOTAL PARKING PROVIDED: 1,668 SPACES SITE DATA OWNER/DEVELOPER; OCT STONEFIELD PROPERTY OWNER LLC C/O O'CONNOR CAPITAL PARTNERS LLC 535 MADISON AVENUE, 6TH FLOOR NEW YORK, NY 10022 ATTN: OJAS DESAI EMAIL: ODESAIOOCONNORCP.COM WW ASSOCIATES, INC 3040 AVEMORE SQUARE PLACE CHARLOTTESVILLE, VA 22911 (434) 984-2700 ATTN: HERBERT F. WHITE III, P.E. EMAIL: HWHITEOWWASSOCIATES.NET SOURCE OF TITLE: THE PROPERTY AS SHOWN ON THIS PLAN IS THE PROPERTY CONVEYED UNTO OCT STONEFIELD PROPERTY OWNER, LLC BY THAT CERTAIN DEED DULY ON RECORD IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF THE COUNTY OF ALBEMARLE, VIRGINIA IN DB 4857, PGS 503-511 AND IS INDICATED AS TAX MAP PARCEL TMP 61 W-3-19A. SOURCE OF BOUNDARY SURVEY: WW ASSOCIATES, INC DATED: MAY 29, 2013 SOURCE OF TOPOGRAPHY: WW ASSOCIATES, INC BY FIELD SURVEY PERFORMED ON: SEPTEMBER 20, 2019 COUNTY, STATE: ALBEMARLE COUNTY, VA MAGISTERIAL DISTRICT: JACK JOUETT WATER PROTECTION AREA: N/A (NON —WATER SUPPLY WATERSHED) TAX MAP/PARCEL: TM 61 W. PARCEL 3-19A ZONING: NMD (NEIGHBORHOOD MODEL DISTRICT) OVERLAY DISTRICT: ENTRANCE CORRIDOR & AIRPORT IMPACT AREA EXISTING USE: PARKING LOT PROPOSED USE: RESIDENTIAL (APARTMENTS) TRASH: ON —SITE DUMPSTER YARD REQUIREMENTS: THERE ARE NO MINIMUM OR MAXIMUM LOT WIDTHS OR DEPTH REQUIREMENTS. PROPOSED BUILDING HEIGHT: 88' MAX. (VARIES; 6-7 STORIES) BUILDING GROSS AREA: 87,493 SF TRAFFIC GENERATION: APARTMENTS (USE 220) (PER ITE TRIP GENERATION 6.65 TRIPS/UNIT/DAY MANUAL, 8TH EDITION) 234 UNITS x 6.65 = 1,556 VPD BLOCK D1 LAND USE SCHEDULE TOTAL SITE 2.48 AC. (100%) BUILDING 2.01 AC. (81 %) OPEN SPACE 0.29 AC. (12%) OTHER IMPERVIOUS 0.18 AC. (7%) ��tizH of �j JOHN DAVID BEIRNE JR Lic. No. 042267 o� v �,- �s j N A L ENGINEERS SURVEYORS PLANNERS AssOCIATES YO Box All4 3040 Avemore Square P1. Lynchburg, VA 24502 Chuloaesville, VA 22911 Phone: 434.316.6080 Phone: 434.984.2700 www.evwassociates.net DESIGNEDJ�ee: PROJECT: STONEFIELD BLOCK D-1 INITIAL SITE PLAN COUNTY, VIRGINIA SET REV NO. — DRAWN BY: KMALBEMARLE DRAWING NUMBER: C —1 TITLE: COVER SHEET DIHR BY: Ham' SHEET NUMBER: 1 Of 11 WWA NUMBER: 219Q40,Q2 FILE NAME: 904002C_CS—t.dwg DISCIPLINE: CML SCALE: H: AS SHOWN V. N A DATE: 1 U/17/1 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE L NO. EX SYMBOL LEGEND NEW ll ` AIR RELEASE VALVE BENCHMARK/FFE 0�y BLOW OFF VALVE ° BOLLARD fa BORE HOLE BUILDING COLUMN BUSH Q CABLE BOX 0 H CEMETERY A . CONIFEROUS TREE ABBREVIATIONS DECIDUOUS TREE AFF ABOVE FINISHED FLOOR HB HORIZONTAL BEND RT RIGHT DRAINAGE INLET GRATE AHD AHEAD HC HANDICAP R/W RIGHT OF WAY @ DRILL HOLE Q ARV AIR RELEASE VALVE HDPE HIGH DENSITY POLYETHELENE SAN SANITARY SEWER ELECTRIC METER BOX BC BACK OF CURB HK HOOK SBL SOUTH BOUND LANE ELECTRIC PANEL BOX Q BF BLIND FLANGE HWL HIGH WATER LEVEL SD STORM DRAIN ❑E ELECTRIC PEDESTAL nE BFF BASEMENT FINISHED FLOOR ID INNER DIAMETER SDMH STORM DRAIN MANHOLE T) ELECTRIC MAN HOLE 0 BM BENCH MARK INV INVERT SL SLUDGE'? FIRE DEPARTMENT CONNECTION BK BACK IPF IRON PIPE FOUND SQ SQUARE FIRE HYDRANT BOV BLOW OFF VALVE IRF IRON PIN FOUND S.S. STAINLESS STEEL b FLAG POLE g BW BOTTOM OF WALL IRS IRON PIN SET SSMH SANITARY SEWER MANHOLE ® GAS MAN HOLE Q CAN CABLE TELEVISION JB JUNCTION BOX STA STATION GM GAS METER �M CG CURB & GUTTER LAT LATERAL STD STANDARD GAS VALVE m pa CIP CAST IRON PIPE LF LINEAR FEET STL STEEL GD GENERATOR GL� rk CENTER LINE LP LAMP POST SW SIDEWALK GROUND LIGHT CMP CORRUGATED METAL PIPE LT LEFT TBA TO BE ABANDONED GUY POLE -Q) CO CLEAN OUT LWL LOW WATER LEVEL TBR TO BE REMOVED L HANDICAPPED PARKING CONC CONCRETE MF MONUMENT FOUND TC TOP OF CURB ® HEAT PUMP QH COR BOUNDARY LINE CORNER MH MANHOLE TSV TAPPING SLEEVE AND VALVE 0 IRON PIN 4 CPP CORRUGATED PLASTIC PIPE NBL NORTH BOUND LANE TW TOP OF WALL 0 LIGHT POLE 0 CY CUBIC YARDS NC NORMALLY CLOSED TYP TYPICAL 16 MAILBOX DI DROP INLET INF NAIL FOUND UG UNDERGROUND 10 MONITORING WELL DIA DIAMETER INO NORMALLY OPEN UGT UNDERGROUND TELEPHONE MONUMENT FOUND DIP DUCTILE IRON PIPE INS NAIL SET UGU UNDERGROUND UTILITY MONUMENT SET EF EACH FACE NIC NOT IN CONTRACT LION UNLESS OTHERWISE NOTED PANEL POINT 8 EL ELEVATION NTS NOT TO SCALE VB VERTICAL BEND 8 POWER METER ELEC ELECTRIC OC ON CENTER VHD VEHICLES PER DAY 0 POWER POLE 0 EOP EDGE OF PAVEMENT PE POLYETHYLENE W WATER -U-U,- ROAD SIGN -� EOTL EDGE OF TRAVEL LANE PF PLANT FLOW WAS WASTE ACTIVATED SLUDGE SANITARY CLEAN OUT EQPT EQUIPMENT PGL PROFILE GRADE LINE WL WATER LINE O SANITARY SEWER MAN HOLES EW EACH WAY PP POWER POLE WM WATER METER -U SIGN EX OR EXIST EXISTING PROP PROPOSED WSE WATER SURFACE ELEVATION 0 SPRINKLER HEAD FF FINISHED FLOOR PRV PRESSURE RELIEF VALVE WT WATERTIGHT O STORM DRAIN MAN HOLE (,D FH FIRE HYDRANT PS PLANTED STONE FOUND WWF WOVEN WIRE FABRIC 0 TRAFFIC LIGHT POLE FM FORCE MAIN PVC POLYVINYL CHLORIDE XING CROSSING 0 TELEPHONE MAN HOLE Q FL FLOURIDE PVMT PAVEMENT YDS YARDS ❑T TELEPHONE PEDESTAL FOC FACE OF CURB RAS RETURN ACTIVATED SLUDGE YH YARD HYDRANT - - TELEPHONE POLE $ GALV GALVANIZED RCP REINFORCED CONCRETE PIPE M TELEPHONE JUNCTION BOX GV GATE VALVE REQ'D REQUIRED TP TEST PIT TP NOTES: ® TRAFFIC CONTROL BOX Iz 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL SYMBOLS AND ABBREVIATIONS SHOWN MAY NOT BE USED. TRAFFIC JUNCTION BOX Im A TRAVERSE Q M UTILITY MARKER POST 0 CCL UTILITY POLE COL.) O VENT PIPE 0 @W WATER MAN HOLE [ETE WATER METER 10 WATER SURFACE ELEVATION 7 Dv WATER VALVE D4 ® WELL a ® YARD GRATE BY I DATE I NO. BY I DATE � TH OF 77' � 9 JOHN DAVID BEIRNE JR d Lic. No. 042267 Q� o 1 0 IN A L EXISTING - - R/W - - R/W OHCT OHCT UGCT UGCT UGCT DRN — OHT OHT UGT UGT UGT OF OHE OHE UGE UGE 0 0 0 0 GAS GAS PE ■•N FM FM SAN SAN SL TOB TOB OHU OHU UGU UGU WAS W w W BW BW BW - D D D - — FBW FBW FE FE FE FW FW FW NPW WP WP WP RAW RAW — w ENGINEERS SURVEYORS PLANNERS AsSOCIATES PO Box 4119 3040 Avemore Square Pl. Lynchburg, VA 24502 Charlottesville, VA 22911 Phone: 13,1.316.6080 Phone: 434.98=h2700 w ww.ww associates. net LINETYPE LEGEND BUILDING OVERHEAD ADJACENT PROPERTY LINE ADJACENT RIGHT-OF-WAY BOUNDARY PROPERTY LINE BOUNDARY RIGHT-OF-WAY BUILDING SETBACK BUSH LINE CAN OVERHEAD CAN UNDER GROUND DRAIN TELEPHONE OVERHEAD TELEPHONE UNDER GROUND DITCH CENTER LINE EASEMENT - CONSTRUCTION AND GRADING EASEMENT - SLOPE EASEMENT - SANITARY SEWER EASEMENT - STORM EASEMENT - STORMWATER MANAGEMENT EASEMENT - UTILITIES EASEMENT - WATER EFFLUENT OUTFALL ELECTRIC OVERHEAD ELECTRIC UNDER GROUND FENCE BARBED WIRE FENCE CHAIN LINK FENCE WOOD FENCE WOVEN WIRE GAS UNDER GROUND GRAVEL GUARD RAIL PAVEMENT ASPHALT PLANT FLOW RAILROAD CENTERLINE RETURN ACTIVATED SLUDGE ROAD CENTERLINE SANITARY FORCEMAIN SANITARY SEWER SLUDGE STORM SEWER STREAM CENTERLINE TOP OF BANK TOPO MAJOR CONTOUR TOPO MINOR CONTOUR TREELINE UTILITY OVERHEAD UTILITY UNDER GROUND WASTE ACTIVATED SLUDGE WATER LINE WATER LINE - BACKWASH WATER LINE - COLD WATER LINE - DRAIN WATER LINE - FILTER BACKWASH WASTE WATER LINE - FILTER EFFLUENT WATER LINE - FILTERED WATER LINE - HOT WATER LINE - NON -POTABLE WATER LINE - PRIVATE WATER LINE - RAW WATER LINE - REVISED WETLAND LIMITS NEW - - R/W - - R/W 1: >, --------------- OF PF m � w w w Bw Bw Bw CW Cw Cw D D D FBW FBW FE FE FE FW FW FW HW HW HW NPW wP WP WP RAW RAW RWL DESIGNED BY. PROJECT: STONEFIELD BLOCK D--1 JDB INITIAL SITE PLAN DRAWN BY: ALBEMARLE COUNTY, VIRGINIA KTM TITLE: DIHR BY: ABBREYIATIQNS AND LEGEND HFW WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 219040.02 904002C_ND-1.dwq CML V. NJA / 10117/ 19 SET REV. NO. DRAWING NUMBER: C —2 SHEET NUMBER: 2of11 SHEET REVISION SHEET REVISION 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR, THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL- VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). • + •- Will 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND CONTROL SEDIMENT REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL. MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS FOR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH. AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOA.M. TO 9:00 P.M. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE. AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 8OLBS/1OOSF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 9OLBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 18OLBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIR IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 1. BASED ON GRAPHIC DETERMINATION, THE PROPERTY DESCRIBED HEREON LIES WITHIN FLOOD ZONE "X", AREAS OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN. AS DETERMINED BY THE UNITED STATES FEDERAL EMERGENCY MANAGEMENT AGENCY, AND AS SHOWN ON THE FLOOD INSURANCE RATE MAP (FIRM) NUMBERS 51003CO278D WITH AN EFFECTIVE DATE OF FEBRUARY 4, 2005. 2. THIS PROPERTY IS SERVED BY PUBLIC WATER THROUGH ALBEMARLE COUNTY SERVICE AUTHORITY. 3. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION. 4. THE COORDINATES AND ELEVATIONS SHOWN ARE TIED TO THE STATE PLANE COORDINATE SYSTEM. 5. HORIZONTAL DATUM: VIRGINIA STATE PLANE SOUTH ZONE NAD83 6. VERTICAL DATUM: NAVD88 1. CONTACT MISS UTILITY AT 1-800-552-7001 48 HOURS PRIOR TO ANY GRADING OR DIGGING TO HAVE UNDERGROUND UTILITIES MARKED. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION. 2. ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN TAKEN FROM AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO DIG TEST PITS IN ADVANCE OF TRENCHING IN ORDER TO DETERMINE THE EXACT LOCATION AND ELEVATION AT CROSSINGS. IF A CONFLICT IS, DISCOVERED, NOTIFY WW ASSOCIATES AT (434) 984-2700. PRIOR TO BEGINNING INSTALLATION OF UTILITIES, CONTRACTOR SHALL VERIFY INVERTS AT ALL CONNECTIONS WITH EXISTING UTILITIES PRIOR TO PURCHASING OR ORDERING ANY PRECAST STRUCTURES. 3. ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY FIRE MARSHAL PRIOR TO FINAL APPROVAL BY THE COUNTY AND ARE TO BE INSTALLED ACCORDING TO COUNTY STANDARDS. 4. ALL BLASTING REQUIREMENTS TO INSTALL UTILITIES SHALL REQUIRE A PERMIT AND SHALL BE PERFORMED IN ACCORDANCE WITH THE ALBEMARLE COUNTY STANDARDS AND THE PROJECT SPECIFICATIONS. 5. ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT SPECIFICATIONS SECTION 302 AND SECTION 232 AND AS SPECIFIED ON THE DRAWINGS. 6. THE CONTRACTOR IS REQUIRED TO PERFORM ALL TESTS REQUIRED BY THE COUNTY, ALBEMARLE COUNTY SERVICE AUTHORITY, AND RIVANNA WATER AND SEWER AUTHORITY TO SECURE ACCEPTANCE OF ALL UTILITIES. 7. ALL CONCRETE USED IN UTILITY CONSTRUCTION SHALL BE 4000 PSI CONCRETE IN ACCORDANCE WITH VDOT SPECIFICATION SECTION 217. 8. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL BE MADE WITHIN FOUR FEET OF ANY FIRE HYDRANT.ALL HYDRANT BRANCHES SHALL HAVE A MINIMUM COVER OF 3.0'. 9. ALL UTILITIES TO BE PLACED UNDER EXISTING COUNTY STREETS MUST BE BORED OR JACKED UNLESS SPECIFICALLY APPROVED OTHERWISE OR NOTED ON THE PLANS. 10. WATER METERS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION AND SHALL NOT BE INSTALLED UNDER EXISTING PIPING OR CLOSE TO OTHER FACILITIES. 11. WATER AND SEWER UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALBEMARLE COUNTY SERVICE AUTHORITY AND RIVANNA WATER AND SEWER AUTHORITY WATER AND SEWER CONSTRUCTION SPECIFICATIONS EXCEPT AS SPECIFIED IN GENERAL NOTE 13. 12. ALL PRIVATE WATERLINES SHALL BE PVC SCHEDULE 40. 13. A 10 FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED UNLESS OTHERWISE SPECIFIED BETWEEN ALL WATER LINES AND SANITARY SEWER LINES IN ACCORDANCE WITH STATE HEALTH DEPT. STANDARDS. 14. 20' WIDE EASEMENTS, CENTERED ON THE PIPELINE AND APPURTENANCES SHALL BE DEDICATED TO THE ALBEMARLE SERVICE AUTHORITY, EXCEPT WHERE THE LINE IS IN A PUBLIC ROAD RIGHT-OF-WAY. 15. 3' MIN. SEPARATION REQUIRED BETWEEN WATERLINE AND STORM SEWER CULVERTS OR 6" SEPARATION WHEN WATERLINE IS INSULATED. USE 1/2" THICK THERMA-CEL PIPE INSULATION IN 3'x4' SHEETS AS MANUFACTURED BY NOMACA, INC. OR EQUAL APPROVED BY ALBEMARLE COUNTY SERVICE AUTHORITY. INSULATION TO EXTEND 5' BEYOND CENTERLINE OF CULVERT IN BOTH DIRECTIONS OR 5' BEYOND ENDS OF CULVERT WHEN PARALLEL 16. TOUCH READ METERS ARE BEING USED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. TO ACCOMMODATE THESE METERS. METER LIDS WILL REQUIRE A 1-3/4" HOLE TAPPED INTO THE CENTER OF THE LID. BLIND TAPS OR PLUGS SHALL BE PROVIDED TO PREVENT DEBRIS FROM ENTERING THE BOX PRIOR TO METER INSTALLATION. 17. CERTIFICATION THAT 95X COMPACTION IS OBTAINED SHALL BE PROVIDED FOR ALL FILL AREAS UNDER WATER AND SEWER LINES AND APPURTENANCES. THIS CERTIFICATION SHALL BE SIGNED BY A PROFESSIONAL GEOTECH. THE CERTIFICATION SHALL STATE THE EXACT AREA THAT THE CERTIFICATION APPLIES TO. 18. CONTRACTOR SHALL BE INFORMED AND SHALL COMPLY WITH THE VIRGINIA OVERHEAD HIGH VOLTAGE LINE SAFETY ACT. ANY COSTS TO COVER LINES OR DISCONNECT SERVICE TO NEARBY POWER LINES SHALL BE AT THE CONTRACTOR'S EXPENSE 19. CONTRACTOR SHALL COMPLY WITH NO LEAD REGULATIONS FOR WATER INFRASTRUCTURE. 20. ALL JOINTS ON PROPOSED WATERLINE SHALL BE RESTRAINED PER MANUFACTURERS RECOMMENDATIONS AND INSTRUCTIONS AND PER ACSA STANDARDS AND SPECIFICATIONS. 1. ALL CONSTRUCTION SHALL CONFORM TO ALBEMARLE COUNTY AND VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS. 2. CONTRACTOR TO VERIFY FIELD CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY OWNER AND ENGINEER IMMEDIATELY OF ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND APPROVED PLAN. 3. EXISTING MANHOLE FRAMES AND COVERS AND VALVE BOXES AND COVERS TO REMAIN SHALL BE ADJUSTED OR RECONSTRUCTED, AS NECESSARY, TO MATCH FINISHED GRADES. 4. ALL INTERNAL STREETS AND PARKING AREAS ARE TO BE PRIVATELY OWNED AND MAINTAINED. EXCEPT WHERE OTHERWISE NOTED. 5. EARTH SWALES AND STORM SEWER CONNECTIONS SHALL BE CONSTRUCTED IMMEDIATELY FOLLOWING CLEARING AND GRUBBING. 6. ALL ON SITE IMPROVEMENTS ARE SUBJECT TO INSPECTION UNDER ALBEMARLE COUNTY CODES. 7. ALL STAIRS WITH THREE OR MORE RISERS ARE TO HAVE HANDRAILS ON BOTH SIDES. 8. ALL CONDENSATE DRAIN AND OTHER PLUMBING CONNECTIONS ARE TO BE INSTALLED ACCORDING TO CURRENT PLUMBING CODE. 9. CONTRACTOR TO VERIFY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICT EXISTS, CONTACT ENGINEER FOR CLARIFICATION AND/OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/HER OWN RISK. 10. THE INSTALLATION OF HANDICAPPED PARKING SPACES, ACCESSIBLE ROUTES AND HANDICAPPED RAMPS SHALL COMPLY WITH THE "2010 ADA STANDARDS FOR ACCESSIBLE DESIGN" ISSUED BY THE DEPARTMENT OF JUSTICE ON SEPT. 15, 2010, OR THE LATEST EDITION. HANDICAPPED PARKING AND ACCESSIBLE ROUTES SHALL NOT EXCEED 2% CROSS SLOPE. HANDICAPPED RAMPS SHALL BE INSTALLED AS SHOWN ON THESE PLANS AND AS REQUIRED TO MEET THE LATEST ADA STANDARDS AT NO ADDITIONAL COST TO THE OWNER. 1. THE CONTRACTOR SHALL OBTAIN THE FOLLOWING PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS: ALBEMARLE COUNTY LAND DISTURBANCE PERMITS, VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) GENERAL PERMIT, AND ALBEMARLE COUNTY BUSINESS LICENSE. CONTRACTOR SHALL PROVIDE ALL NECESSARY FORMS AND FEES FOR OBTAINING THE PERMITS, INCLUDING APPLICATION FEES AND REQUIRED BONDING COSTS. 2. ANY TIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC. ARE RECORDED/OBTAINED PRIOR TO THE START OF ANY CONSTRUCTION. 4. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISTING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED, INCLUDING UTILITY POLES. 5. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIRED BY ALBEMARLE COUNTY CODE. 6. VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) GENERAL PERMIT: PREPARE STORMWATER POLLUTION PREVENTION PLAN, SECURE VSMP PHASE I LAND CLEARING GENERAL PERMIT AND PAY PERMIT APPLICATION FEE TO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ). CONTACT DEQ - RICHMOND FOR ADDITIONAL INFORMATION. TELEPHONE NUMBER: (804) 698-4000. 7. ACCESSIBLE PARKING SPACES AND ACCESS ISLES SHALL NOT HAVE A SURFACE SLOPE GREATER THAN 1:48. ACCESS ISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE. 8. ALL WATER LINES. SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 9. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 10. A KNOX BOX WILL BE REQUIRED FOR THE PROPOSED BUILDING. LOCATION SHALL BE COORDINATED WITH THE FIRE MARSHAL'S OFFICE. 1. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. 2. ALL STREETS OUTSIDE PUBLIC RIGHTS -OF -WAY ARE TO BE PRIVATELY OWNED AND MAINTAINED. 3. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES I.E., WATER, SEWER GAS, ELECTRIC, TELEPHONE, CABLE, ETC, ARE IN PLACE PRIOR TO CONSTRUCTION OF SUBBASE AND/OR PAVING. 4. PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE, CABLE AND GAS WHICH SERVE THIS FACILITY SHALL BE LOCATED WITH A MINIMUM 5 FOOT SEPARATION FROM PUBLIC WATER MAINS AND SANITARY SEWER. 5. CUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. 6. ALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76. UNLESS INDICATED OTHERWISE ON PLANS. 7. ALL CONSTRUCTION SHALL COMPLY WITH OSHA SAFETY STANDARD FOR EXCAVATION 1926 PART P AND OTHER APPLICABLE OSHA REQUIREMENTS. 8. THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHALL BE IN ACCORDANCE WITH THE CURRENT APPROVED ALBEMARLE COUNTY SERVICE AUTHORITY'S GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ANY AMENDMENTS THEREOF AND THE STANDARDS AND SPECIFICATIONS OF VDOT. 9. SAFETY SLABS ARE REQUIRED IN ALL STRUCTURES GREATER THAN 12' IN HEIGHT. 10. SURFACE DRAINAGE: COMPLETELY DRAIN CONSTRUCTION SITE DURING PERIODS OF CONSTRUCTION TO KEEP SOIL MATERIALS SUFFICIENTLY DRY. PROVIDE TEMPORARY DITCHES, SWALES. AND OTHER DRAINAGE FEATURES AND EQUIPMENT AS REQUIRED TO MAINTAIN DRY SOILS. WHEN UNSUITABLE WORKING PLATFORMS FOR EQUIPMENT OPERATION AND UNSUITABLE SOIL SUPPORT FOR SUBSEQUENT CONSTRUCTION FEATURES DEVELOP. REMOVE UNSUITABLE MATERIAL AND PROVIDE NEW SOIL MATERIAL AS SPECIFIED IN THIS SECTION AT NO ADDITIONAL COST TO THE OWNER. 11. SUBSURFACE DRAINAGE: CONSIDER SITE SURFACE AND SUBSURFACE CONDITIONS, AVAILABLE SOIL., AND HYDROLOGICAL DATA. REMOVE WATER BY BENCHING, SUMP PUMPING, DEEP WELL PUMPING, OR OTHER METHODS TO PREVENT SOFTENING OF SURFACES EXPOSED BY EXCAVATION. USE FILTERS ON DEWATERING DEVICES TO PREVENT REMOVAL OF FINES FROM SOIL PROVIDE EROSION CONTROL AT OUTLET OR PIPING TO PREVENT EROSION. OPERATE DEWATERING SYSTEM CONTINUOUSLY UNTIL CONSTRUCTION WORK BELOW EXISTING WATER LEVELS IS COMPLETE. 12. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 13. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 14. ALL PIPES SHOWN AS HDPE ON PLANS SHALL CONFORM TO AASHTO M294 (TYPE S) SMOOTH WALL INTERIOR PIPE, MATERIAL AND INSTALLATION SHALL BE IN ACCORDANCE WITH VDOT ROAD AND BRIDGE STANDARDS AND ROAD AND BRIDGE SPECIFICATIONS. 15. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 16. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL -VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 17. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE CURRENT EDITION OF THE "MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES" AND THE VIRGINIA SUPPLEMENT. 18. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 19. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AFFECTING HIS WORK INCLUDING EXISTING TOPOGRAPHY. IF THERE ARE ANY DISCREPANCIES WITH WHAT IS SHOWN ON THE CONSTRUCTION DRAWINGS OR TOPOGRAPHIC SURVEY PLAN, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER IN ORDER TO DETERMINE THE COURSE OF ACTION NECESSARY TO CORRECT FOR SUCH DISCREPANCY. FAILING TO NOTIFY THE OWNER AND SECURING SUCH INSTRUCTION, THE CONTRACTOR WILL BE CONSIDERED TO HAVE PROCEEDED AT THEIR OWN RISK AND EXPENSE. 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING' PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13., THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING' PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. 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. STORMWATER DETENTION FOR THE IMPROVEMENTS PROPOSED WITH THIS SITE PLAN ARE PROVIDED BY THE PERMANENT NORTH SWM FACILITY LOCATED IN THE COSTCO PARKING LOT. DETAILS FOR THE FACILITY ARE PROVIDED ON THE ALBEMARLE PLACE STORMWATER MANAGEMENT PLAN AMENDMENT NO.4, WPO# 2010-00023 AND WPO# 2013-69. AN ASSUMED POST DEVELOPED IMPERVIOUS COVER OF 90% WAS UTILIZED IN THE DESIGN OF THE UNDERGROUND DETENTION SYSTEM FOR BLOCK D. STORMWATER QUALITY FOR THE IMPROVEMENTS PROPOSED WITH THIS SITE PLAN ARE PROVIDED BY THE STORMFILTER AND VORTECHS UNITS CONSTRUCTED AS PART OF THE ALBEMARLE PLACE STORMWATER MANAGEMENT PLAN AMENDMENT NO.4, WPO# 2010-00023. THE SITE IS GRANDFATHERED PER 9VAC25-870-48 AND MEETS THE WATER QUALITY REQUIREMENTS OF PART II C SET FORTH IN 9VAC25-870-96. PER PART II C THE STORMFILTER AND VORTECHS UNITS PROVIDE A POLLUTANT REMOVAL RATE OF 60% AND THE FILTERRAS PROVIDE A POLLUTANT REMOVAL RATE OF 74%. STONEFIELD BUILD OUT SUMMARY USE IN BLOCK (GLA OR UNITS) THIS SUBMISSION RETAIL :NON RETAIL RESIDENTIAL PREVIOUS SUBMISSIONS RETAIL NON RETAIL RESIDENTIAL SUBMISSIONS TO DATE RETAIL NON RETAIL RESIDENTIAL A 0 0 0 0 0 0 50,224 14,000 0 50,224 14,000 0 B 33,836 6,500 0 33,836 6,500 0 C 0 0 0 57,701 111,595 0 57,701 111,595 0 D 0 0 234 0 110,000 209 0 110,000 443 BLOCK GROUP 1 TOTAL 0 0 234 141,761 242,095 209 141,761 242,095 443 E (BLOCK GROUP 2) 0 0 0 0 0 250 0 0 250 G o 0 0 0 49,. 964 14,700 0 22,880 0 0 149, 964 14,700 0 22,880 0 0 BLOCK GROUP 3 TOTAL 0 0 0 164,664 22,880 0 164,664 22,880 0 STONEFIELD TOTAL 0 0 234 306,425 264,975 459 306,425 264,975 693 OF rrj ✓ ci JOHN DAVID BEIRNE 7R Lic. No. 042267 0� � 01ONA, ENGINEERS SURVEYORS PLANNERS AssOCIATES PO Box 4119 3040 Avemore Square Pl. Lynchburg, VA 24502 Charon ille, VA22911 Phone: 43,1.316.6080 Phone: 431.984.2700 www.wwassociates.net DESIGNED BY. JDB PROJECT: STONEFIELD �+ BLOCK D-1 INITIAL rT!tAL SITE PLAN ALBEMARLE GQ(1N7Y, VIRGINIA SET REV. N0. DRAWN BAY. DRAWING NUMBER: C' -3 TITLE. GENERAL NOTES DIHR BY: Hf1N S HEET NUMBER: 3 of 11 WWA NUMBER: 219040.02 FILE NAME. 904002C_ND-2.dwg DISCIPLINE. VRrI CMtL SCALE: H: of V. 1H* A DATE: 10/17/19 NO. SHEET REVISION BY DATE N0. SHEET REVISION BY DATE EARTHWORK REQUIREMENTS I.GENERAL 1.1 DEFINITIONS 1.1.1 HARD MATERIALS: WEATHERED ROCK, DENSE CONSOLIDATED DEPOSITS, OR CONGLOMERATE MATERIALS WHICH ARE NOT INCLUDED IN THE DEFINITION OF "ROCK" BUT WHICH USUALLY REQUIRE THE USE OF HEAVY EXCAVATION EQUIPMENT, RIPPER TEETH, OR JACK HAMMERS FOR REMOVAL. 1.1.2 ROCK: SOLID HOMOGENEOUS INTERLOCKING CRYSTALLINE MATERIAL WITH FIRMLY CEMENTED, LAMINATED, OR FOLIATED MASSES OR CONGLOMERATE DEPOSITS, NEITHER OF WHICH CAN BE REMOVED WITHOUT SYSTEMATIC DRILLING AND BLASTING, DRILLING AND THE USE OF EXPANSION JACKS OR FEATHER WEDGES, OR THE USE OF BACKHOE-MOUNTED PNEUMATIC HOLE PUNCHERS OR ROCK BREAKERS; ALSO LARGE BOULDERS, BURIED MASONRY, OR CONCRETE OTHER THAN PAVEMENT EXCEEDING % CUBIC YARD IN VOLUME. REMOVAL OF HARD MATERIAL WILL NOT BE CONSIDERED ROCK EXCAVATION BECAUSE OF INTERMITTENT DRILLING AND BLASTING THAT IS PERFORMED MERELY TO INCREASE PRODUCTION. 1.1.3 COHESIVE MATERIALS: MATERIALS ASTM D 2487 CLASSIFIED AS GC, SC, ML, CL, MH, AND CH. MATERIALS CLASSIFIED AS GM AND SM WILL BE IDENTIFIED AS COHESIVE ONLY WHEN THE FINES HAVE A PLASTICITY INDEX GREATER THAN ZERO. 1.1.4 COHESIONLESS MATERIALS: MATERIALS ASTM D 2487 CLASSIFIED AS GW, GP, SW, AND SP. MATERIALS CLASSIFIED AS GM AND SM WILL BE IDENTIFIED AS COHESIONLESS ONLY WHEN THE FINES HAVE PLASTICITY INDEX OF ZERO. 1.2 CRITERIA FOR BIDDING 1.2.1 BASE BIDS ON THE ELEVATIONS AS INDICATED. 3.8.2 SITE DRAINAGE: PROVIDE FOR THE COLLECTION AND DISPOSAL OF SURFACE AND SUBSURFACE WATER ENCOUNTERED DURING CONSTRUCTION. 3.8.2.1 SURFACE DRAINAGE: COMPLETELY DRAIN THE CONSTRUCTION SITE DURING PERIODS OF CONSTRUCTION TO KEEP SOIL MATERIALS SUFFICIENTLY DRY. PROVIDE TEMPORARY DITCHES, SWALES, AND OTHER DRAINAGE FEATURES AND EQUIPMENT AS REQUIRED TO MAINTAIN DRY SOILS. WHEN UNSUITABLE WORKING PLATFORMS FOR EQUIPMENT OPERATION AND UNSUITABLE SOIL SUPPORT FOR SUBSEQUENT CONSTRUCTION FEATURES DEVELOP, REMOVE UNSUITABLE MATERIAL AND PROVIDE NEW SOIL MATERIAL AS SPECIFIED IN THIS SECTION AT NO ADDITIONAL COST TO THE OWNER. 3.8.2.2 SUBSURFACE DRAINAGE: CONSIDER SITE SURFACE AND SUBSURFACE CONDITIONS, AVAILABLE SOIL, AND HYDROLOGICAL DATA. REMOVE WATER BY BENCHING, SUMP PUMPING, DEEP WELL PUMPING, OR OTHER METHODS TO PREVENT SOFTENING OF SURFACES EXPOSED BY EXCAVATION. USE FILTERS ON DEWATERING DEVICES TO PREVENT REMOVAL OF FINES FROM SOIL. PROVIDE EROSION CONTROL AT THE OUTLET OF PIPING TO PREVENT EROSION. OPERATE DEWATERING SYSTEM CONTINUOUSLY UNTIL CONSTRUCTION WORK BELOW EXISTING WATER LEVELS IS COMPLETE. 3.9 EXCAVATION 3.9.1 EXCAVATE TO THE ELEVATIONS AND DIMENSIONS INDICATED AND AS SPECIFIED IN THIS SECTION. REUSE EXCAVATED MATERIALS THAT MEET THE SPECIFIED REQUIREMENTS FOR THE MATERIAL TYPE REQUIRED AT THE INTENDED LOCATION. WHEN SOIL NOT MEETING THE REQUIREMENTS SPECIFIED IN THIS SECTION ARE ENCOUNTERED DURING EXCAVATION. REMOVE THE UNSUITABLE SOIL MATERIAL AND REPLACE WITH SELECT MATERIAL AS SPECIFIED IN THIS SECTION. REMOVAL AND DISPOSAL OF UNSUITABLE SOIL MATERIAL AND PLACEMENT AND COMPACTION OF SELECT MATERIAL SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. 3.9.2 KEEP EXCAVATIONS FREE FROM WATER. EXCAVATE SOIL DISTURBED OR WEAKENED BY THE CONTRACTOR'S OPERATIONS, AND SOILS SOFTENED OR MADE UNSUITABLE FOR SUBSEQUENT CONSTRUCTION DUE TO EXPOSURE TO WEATHER. REFILL WITH SELECT MATERIAL AND COMPACT TO 95% OF ASTM D 698 MAXIMUM DENSITY. UNLESS SPECIFIED OTHERWISE, REFILL EXCAVATIONS CUT BELOW INDICATED DEPTH WITH SELECT MATERIAL AND COMPACT TO 95% OF ASTM D 698 MAXIMUM DENSITY. SIDE SLOPES WHEN ALLOWED SHALL BE PROTECTED WITH 6-MIL POLYETHYLENE SHEETING. 1.2.2 ROCK EXCAVATION SHALL BE UNCLASSIFIED. ALL EARTHWORK EXCAVATION SHALL BE PERFORMED TO THE INDICATED ELEVATIONS. 3.9.3 PIPE TRENCHES: EXCAVATE TO THE DIMENSIONS INDICATED AND AS SPECIFIED HEREIN. TRENCHES IN PUBLIC ROADWAYS SHALL BE EXCAVATED IN ACCORDANCE WITH THE LATEST 1.2.3 BLASTING WILL BE PERMITTED ON THIS PROJECT AS SPECIFIED HEREIN. EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. WHERE ROCK IS ENCOUNTERED, EXCAVATE AND REMOVE ROCK TO A MINIMUM DEPTH OF 6 INCHES BELOW THE PIPE INVERT. GRADE BOTTOM OF TRENCHES TO PROVIDE UNIFORM SUPPORT FOR EACH SECTION OF PIPE AFTER PIPE BEDDING PLACEMENT. 1.2.4 REMOVE MATERIAL IN AN APPROVED MANNER, AND PROVIDE EXCAVATION SUPPORT STRUCTURES AS REQUIRED IN ACCORDANCE WITH THE U.S. ARMY CORPS OF ENGINEERS "SAFETY AND HEALTH REQUIREMENTS MANUAL," EM-385-1-1, SECTION 25. 3.9.4 UNSUITABLE SUBGRADE SOIL MATERIALS: SUBGRADES WHICH ARE DETERMINED TO BE UNSUITABLE FOR BEARING NEW EQUIPMENT, STRUCTURES, OR PIPING, SHALL HAVE THE UNSUITABLE SUBGRADE SOIL MATERIALS REMOVED AND DISPOSED OF, AND REPLACED WITH SELECT MATERIAL AT NO ADDITIONAL COST TO THE OWNER. 1.2.5 ROCK EXCAVATION, AS DEFINED HEREIN, MAY EXIST ON THIS PROJECT. ROCK EXCAVATION SHALL BE PERFORMED AS UNCLASSIFIED EXCAVATION TO THE INDICATED ELEVATIONS. 3.10 FILLING AND BACKFIWNG: FILL AND BACKFILL TO ELEVATIONS AND DIMENSIONS INDICATED. COMPACT EACH LIFT BEFORE PLACING OVERLAYING LIFT. 1.3 PROTECT EXISTING TREES AND OTHER VEGETATION INDICATED TO REMAIN IN PLACE AGAINST CUTTING, BREAKING, OR SKINNING OF ROOTS; SKINNING AND BRUISING OF BARK; SMOTHERING OF TREES BY STOCKPILING CONSTRUCTION MATERIALS OR EXCAVATED MATERIALS WITHIN DRIP LINE; EXCESS FOOT OR VEHICULAR TRAFFIC; OR PARKING OF VEHICLES WITHIN DRIP LINE. PROVIDE TEMPORARY FENCES, BARRICADES, OR GUARDS AS REQUIRED TO PROTECT TREES AND VEGETATION TO BE LEFT STANDING. 1.4 BURNING: NOT ALLOWED ON THIS PROJECT. 2. PRODUCTS 2.1 SOIL MATERIALS: FREE OF DEBRIS, ROOTS, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTIONABLE MATERIALS. THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE-HALF THE LIFT THICKNESS AT THE SPECIFIED LOCATION. THE MAXIMUM PARTICLE DIAMETER FOR PIPE BACKFILL MATERIAL LOCATED LESS THAN 1-FOOT ABOVE THE PIPE CROWN SHALL BE 1-INCH. 2.1.1 COMMON FILL: APPROVED, UNCLASSIFIED SOIL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTENDED LOCATION. 2.1.2 BACKFILL AND FILL MATERIAL* ASTM D 2487, CLASSIFICATION GW, GP, GM, GC, SW, SP, SM. SC, ML, MH, CL WITH A MAXIMUM ASTM D 4318 LIQUID LIMIT OF 50, MAXIMUM ASTM D 4318 PLASTICITY INDEX OF 25. MOISTURE CONTENT SHALL BE WITHIN f3% .AND IN ACCORDANCE WITH GEOTECHNICAL ENGINEER RECOMMENDATIONS. 3.10.1 COMMON FILL PLACEMENT: PROVIDE FOR GENERAL SITE, IN GREEN OPEN SPACE AREAS. PLACE IN 6-INCH LIFTS. COMPACT AREAS NOT ACCESSIBLE TO ROLLERS OR COMPACTORS WITH MECHANICAL HAND TAMPERS. AERATE MATERIAL EXCESSIVELY MOISTENED BY RAIN TO A SATISFACTORY MOISTURE CONTENT. PROVIDE A SMOOTH FINISH SURFACE BY BLADTNG, ROLLING WITH A SMOOTH ROLLER, OR BOTH. 3.10.2 BACKFILL AND FILL MATERIAL PLACEMENT: PROVIDE FOR UNDER PAVEMENT, BUILDINGS do OTHER STRUCTURAL COMPONENTS. PLACE IN 6-INCH LIFTS. PLACE BACKFILL MATERIAL ADJACENT TO STRUCTURES AS THE STRUCTURAL ELEMENTS ARE COMPLETED AND ACCEPTED. BACKFILL AGAINST CONCRETE ONLY WHEN APPROVED. PLACE AND COMPACT MATERIAL TO AVOID LOADING UPON OR AGAINST STRUCTURES. PLACE BACKFILL AND FILL MATERIALS TO 5 FEET OUTSIDE OF STRUCTURES. 3.10.3 SELECT MATERIAL PLACEMENT: PROVIDE UNDER ALL STRUCTURES AND CONCRETE SLABS IN TOP 6 INCH. SELECT MATERIALS SHALL BE PROVIDED FROM APPROVED BORROW AREAS. IN ADDITION, PROVIDE STONE WHERE INDICATED ON THE DRAWINGS. PLACE IN 6-INCH LIFTS. BACKFILL ADJACENT TO STRUCTURES SHALL BE PLACED AS STRUCTURAL ELEMENTS ARE COMPLETED AND ACCEPTED. BACKFILL AGAINST CONCRETE ONLY WHEN APPROVED. PLACE AND COMPACT MATERIAL TO AVOID LOADING UPON OR AGAINST STRUCTURES. 3.10.4 TRENCH BACKFIWNG: BACKFILL AS RAPIDLY AS CONSTRUCTION, TESTING, AND ACCEPTANCE OF WORK PERMITS. PLACE AND COMPACT INITIAL. BACKFILL AND BACKFILL MATERIALS IN 6-INCH LIFTS TO THE TOP OF THE TRENCH. TRENCHES IN PUBLIC ROADWAYS SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. 3.10.5 BEDDING REQUIREMENTS: EXCEPT AS SPECIFIED OTHERWISE IN THE INDIVIDUAL PIPING SECTIONS, PROVIDE BEDDING FOR BURIED PIPING IN ACCORDANCE WITH AWWA C600, TYPE 4, EXCEPT AS SPECIFIED HEREIN. PLASTIC PIPING SHALL HAVE BEDDING MATERIAL FROM BENEATH THE PIPE INVERT TO THE SPRING LINE OF THE PIPE. PROVIDE A MINIMUM BEDDING 2.1.3 SELECT MATERIAL- ASTM D 2487, CLASSIFICATION GW, GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. DEPTH OF 4 INCHES BENEATH THE PIPE INVERT. WHERE ROCK IS ENCOUNTERED, PROVIDE A MINIMUM BEDDING DEPTH OF 6 INCHES BENEATH THE PIPE INVERT. 2.1.4 PIPE BEDDING MATERIAL: VDOT NO. 57 COARSE AGGREGATE. 3.11 COMPACTION: EXPRESSED AS A PERCENTAGE OF MAXIMUM DENSITY. DETERMINE IN -PLACE DENSITY OF THE EXISTING SUBGRADE; IF REQUIRED DENSITY EXISTS, NO COMPACTION OF THE EXISTING SUBGRADE WILL BE REQUIRED. 2.1.5 AGGREGATE FILL: VDOT NO. 5 OR NO. 57 COARSE AGGREGATE. 3.11.1 GENERAL SITE: COMPACT UNDERNEATH AREAS DESIGNATED FOR VEGETATION AND AREAS OUTSIDE THE 10-FOOT LINE OF STRUCTURES TO 98% OF ASTM D 698. 2.1.6 RIPRAP: CLASS I DRY RIPRAP AS DEFINED IN THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, SECTION 414, ,RIPRAP", UNLESS OTHERWISE NOTED. 3.11.2 STRUCTURES AND CONCRETE SLABS: COMPACT TOP 12 INCHES OF SUBGRADE TO 98% OF ASTM D 698. COMPACT FILL, BACKFILL, AND SELECT MATERIALS TO 98% OF ASTM D 698. 2.2 BORROW: OBTAIN BORROW MATERIALS REQUIRED IN EXCESS OF THOSE FURNISHED FROM EXCAVATIONS FROM SOURCES OFF THE OWNER'S PROPERTY. PROVIDE AND SUBMIT SOIL CLASSIFICATION TESTING TO ENSURE BORROW MATERIALS MEET THE REQUIREMENTS OF THIS SPECIFICATION, 3.EXECUTION 3.1 CLEARING 3.1.1 REMOVE FROM THE SITE TREES, STUMPS, ROOTS, BRUSH, SHRUBS, DOWN TIMBER, ROTTEN WOOD, RUBBISH. OTHER VEGETATION, AS WELL AS FENCES AND INCIDENTAL STRUCTURES NECESSARY TO ALLOW FOR NEW CONSTRUCTION. 3.1.2 CLEARING WORK SHALL BE RESTRICTED TO AREA WITHIN "CONSTRUCTION LIMITS/LIMITS OF CLEARING" SPECIFIED IN THIS SECTION AND AS INDICATED ON THE DRAWINGS. 3.1.3 UNDISTURBED STUMPS AND ROOTS, A MINIMUM OF 5 FEET BELOW FINISHED GRADE AND NOT LOCATED UNDER OR WITHIN 10 FEET OF ANY STRUCTURE, MAY BE LEFT IN PLACE. TOPS OF STUMPS LEFT IN PLACE SHALL NOT BE MORE THAN 6 INCHES ABOVE ORIGINAL GRADE. 3.2 GRUBBING 3.3.1 GRUB AREAS WITHIN AND TO A POINT 10 FEET OUTSIDE OF ALL STRUCTURES, AREAS TO RECEIVE FILL WHERE FINISHED GRADE WILL BE LESS THAN 3 FEET ABOVE EXISTING GRADE, CUT AREAS WHERE FINISHED GRADE WILL BE LESS THAN 2 FEET BELOW EXISTING GRADE, TRANSITIONAL AREAS BETWEEN CUT AND FILL, AND ANY AREA TO RECEIVE CONTROL FILL 3.3.2 REMOVE FROM THE GROUND TO A DEPTH OF 24 INCHES ALL STUMPS, ROOTS %-INCH DIAMETER AND LARGER, ORGANIC MATERIAL, AND DEBRIS. 3.3.3 USE ONLY HAND METHODS FOR GRUBBING INSIDE THE DRIP LINES OF TREES THAT ARE TO REMAIN. 3.4 CONSTRUCTION/CLEARING LIMITS 3.4.1 THE CONTRACTOR SHALL NOT DISTURB ANY AREAS OUTSIDE THE CONSTRUCTION LIMITS INDICATED ON THE DRAWINGS WITHOUT EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. 3.4.2 NO CLEAR -CUTTING OF TIMBER SHALL BE PERMITTED WITHIN THE CONSTRUCTION LIMITS. THE CONTRACTOR SHALL MAKE SELECT CUTTING OF TREES, TAKING THE SMALLEST TREES FIRST. THAT ARE MANDATORY FOR THE CONSTRUCTION OF THE UTILITY LINE. THE ENGINEER'S DECISION SHALL BE FINAL ON DETERMINATION OF WHICH TREES ARE TO BE CUT. 3.5 CLEAN UP DEBRIS RESULTING FROM SITE CLEARING OPERATIONS CONTINUOUSLY WITH THE PROGRESS OF THE WORK. 3.6 REMOVE DEBRIS FROM THE SITE IN SUCH A MANNER AS TO PREVENT SPILLAGE. KEEP PAVEMENT AND AREAS ADJACENT TO SITE CLEAN AND FREE FROM MUD, DIRT, AND DEBRIS AT ALL TIMES. 3.7 SURFACE PREPARATION 3.7.1 STRIPPING: STRIP EXISTING TOPSOIL, WHEN PRESENT, TO A DEPTH OF 6 INCHES WITHOUT CONTAMINATION BY SUBSOIL MATERIAL STOCKPILE TOPSOIL SEPARATELY FROM OTHER EXCAVATED MATERIAL AND LOCATE CONVENIENT TO FINISH GRADING AREA. 3.7.2 UNSUITABLE MATERIAL: REMOVE UNSUITABLE SOIL MATERIALS, WASTE MATERIAL, VEGETATION, DEBRIS, DECAYED VEGETABLE MATTER, SOD, AND MULCH FROM THE CONSTRUCTION SITE. DISPOSE OF THE UNSUITABLE MATERIAL OFF THE OWNER'S PROPERTY IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS. 3.8 PROTECTIONS 3.8.1 PROTECTION SYSTEMS: PROVIDE SHORING, BRACING, AND SHEETING AS REQUIRED IN ACCORDANCE WITH THE U.S. ARMY CORPS OF ENGINEERS "SAFETY AND HEALTH REQUIREMENTS MANUAL," EM-385-1-1, SECTION 25. SHEETING AND SHORING DESIGN SHALL BE SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN VIRGINIA. 3.11.3 PIPE TRENCHES: COMPACT FILL, BACKFILL, AND SELECT MATERIALS PLACED IN PIPE: TRENCHES TO 98% OF ASTM D 698. 3.11.4 ADJACENT AREAS: COMPACT AREAS WITHIN 10 FEET OF STRUCTURES TO 98% OF ASTM D 698. 3.11.5 PAVED AREAS: COMPACT TOP 12 INCHES OF SUBGRADE TO 98% OF ASTM D 698. COMPACT FILL, BACKFILL, AND SELECT MATERIALS TO 98% OF ASTM D 698. IN ADDITION TO THE SPECIFIED COMPACTION REQUIREMENTS, FILL AND BACKFILL MATERIALS SHALL BE COMPACTED TO DEVELOP A CALIFORNIA BEARING RATIO (CBR) OF 10. 3.12 RIPRAP: RIPRAP SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 414, "RIPRAP." GEOTEXTILE FABRIC SHALL BE PLACED UNDER ALL RIPRAP. 3.13 DISPOSITION OF SURPLUS MATERIAL- WASTE UNSUITABLE SOIL MATERIALS OFF THE OWNER'S PROPERTY AS DIRECTED BY THE OWNER AND WW ASSOCIATES IN ACCORDANCE WITH FEDERAL. STATE, AND LOCAL REGULATIONS. 3.14 FIELD QUALITY CONTROL- THE CONTRACTOR SHALL EMPLOY AN INDEPENDENT TESTING FIRM TO PROVIDE ALL SOIL TESTING REQUIRED FOR THIS PROJECT. 3.14.1 SAMPLING: TAKE THE NUMBER AND SIZE OF SAMPLES REQUIRED TO PERFORM THE FOLLOWING TESTS. 3.14.2 TESTING: PERFORM ONE OF EACH OF THE REQUIRED TESTS FOR EACH MATERIAL USED. PROVIDE ADDITIONAL TESTS FOR EACH SOURCE CHANGE AND AS REQUESTED BY WW ASSOCIATES. 3.14.2.1 FILL AND BACKFILL TEST FILL AND BACKFILL MATERIAL IN ACCORDANCE WITH ASTM C 136 FOR CONFORMANCE TO ASTM D 2487 GRADATION LIMITS; ASTM D 1140 FOR MATERIAL FINER THAN THE NO. 200 SIEVE; ASTM D 423 FOR LIQUID LIMIT AND ASTM D 424 FOR PLASTIC LIMITS; ASTM D 698 OR ASTM D 1557 FOR MOISTURE DENSITY RELATIONS, AS APPLICABLE. 3.14.2.2 SELECT MATERIAL: TEST SELECT MATERIAL IN ACCORDANCE WITH ASTM C 136 FOR CONFORMANCE TO ASTM D 2487 GRADATION LIMITS; ASTM D 1140 FOR MATERIAL FINER THAN THE NO. 200 SIEVE; ASTM D 698 OR ASTM D 1557 FOR MOISTURE DENSITY RELATIONS, AS APPLICABLE. 3.14.2.3 DENSITY TESTS: TEST SOIL DENSITY IN ACCORDANCE ASTM D 2922 AND ASTM D 3017. TEST EACH LIFT AT RANDOMLY SELECTED LOCATIONS EVERY 500 SQUARE FEET OF EXISTING GRADE IN FILLS FOR STRUCTURES AND CONCRETE SLABS. EVERY 500 SQUARE FOR OTHER FILL AREAS, EVERY 1,000 SQUARE FEET OF SUBGRADE IN CUT, AND EVERY 250 LINEAR FEET FOR PIPE LINE INSTALLATION (MINIMUM ONE TEST PER PIPE LINE), AND ADDITIONAL TESTS AS REQUESTED BY WW ASSOCIATES. NOTE, ALL EARTHWORK AND SITE WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS H OF �j�'DESlGNEDJDB�: ✓�SURVEYORS VID BEMNE JR COM4 o���s� � `�, ��."PO (}Lynchburg, I r�S1 NGINEERS PLANNERS ASSOCIAI�ESHFwSHEET Box 4119 3040 Av tllr, Square 1 V/a 24502 Charloarsvlle, vA 2291IA Phone: 434.316.6080 Phone: 434.984.2700 wrvw.evwassociates.net PROJECT: STONEFIELD BLOCK D-- 1SET INITIAL SITE PLAN ALBEMARLE COUNTYVIRGINIA REV. N0. D�wN a KM DRAMNC NUMBER: TITLE:o. EARTHWORK REQUIREMENTSC-`� DtNR 8Y: NUMBER: 4 of 11 WWA NUMBER: 219040.02 FILE NAME: 304002C_ND-3.dwg DISCIPLINE: Cji/fj, SCALE N: NIA V. A DATE: 10117119 NO. SHEET REVISION BY DATE N0. SHEET REVfSl4N BY DATE .. 4 � , . . �%,, .? ,,�, ,'.�, �. ,,, C, � :1 ;1 ! . - I � ji,) 1 AP-1:?, o ,� 4 , ilif . 0 .1 1_____1 , - !-,�� .- J."; COUNTY OF ALBEMARLE A 1(�, .............. __ _ I)epartment of C011111111"itY Devel"Poleat 401 ,Vlcintire Road, North Wing cliarlAtesvilie, Virginia �290-2-4596 Fux(434)972-4126 Phone (434) 296-5832 - . March 23,2012 Valerie Long 321 E, Main St-, Suite 400 Charlott6svIlIU-, Va 22902 RE: ZMA201100007 Albemarle PlacelStonefleld Proffer Amendment TAX MAP pARCELS: 061W0_03_o0-()19A0, o6lWO-03-00-0119BO (as it has beer, subdivide �), 061VVr)_03_Q0_02.30(), o6lWO-03-00-024K 061WO-03-00-02600 Dear Ms. Long: The Board of Supervisors approved the above referenced application on March i4l, 2012 in . accordance wlih tile attached proffers dated March 113, 2012. please refer to this document for any future applications and requests on this ProPertT Please be advised that although the Albemarle County Board of Supervisors 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. Tills includes: . compliance with applicable PROFFERS; SPECIAL USE PERMIT; . compliance with conditions of any applicable ITE PLANS and SUBDIVISIONS; and . approval of arid compliance with applicable S . approval of a ZONING COMPLIANCE CLEARANCE. if you have questiong or ,: ,mments regarding the above -noted acd0n, Please do not hesitate to contact Rebacca Ragsdale at 298-5832. Sincerely, - N �, L��r ". il"t, V. Wayne ilimberg Director of Planning cc: , Albemarle Place Emp, C Albemarle Place E,AAP LLC C/O Tom Gallagher R 0 Box 52B 7200 Wisconsin Ave. Columbia SC 29202 Bethesda, MD 20814 Albicniarle Place/Storiefield PROFFER FORM Date: -March 13, 2012 ZMA # 2011-00007 Albemarle Plave/StoriLfleild I Tax Map and Parcel N-Tutimbers: 061WO-03-00-019A0, 061WO-03-00-0191ti) (as it haS been Subdivided), 061WO-03-OU-02300 , 061WO-03-00-024100, anti 61WO-03-00-02SOO 65,034 Acres zoned Neighborhood Model District (NMD) to be rezoned to Neighborhood Model District (NMD) . Allitmiarle Really (E&A), LLC, it South Carolina Handled liability company is due Owner Or two parcels ofland that were Subdivided from tax inap parcel 06 IWO-03-00-019BO, which parcels Eire shown us "Lot D2", containing 5,487rwres, arld "Lot DT', containing 1.0 10 acres, each on a plat entillecil'Tlat Showing Subdivision of8tonefield, Jack,louett Magisterial District, Albernarle County, Virginia" dated July 15, 201 1, last revised November 10, 201 1, prepared by W.W. Associates, which plat is oirecord in tile Clerk's Office ofthe Circuit Court ofAlbernarle County, Virginia in Deed Hook 4 [ 3.5, page 215 (the "Subdivision Plat"). The I laverl at Storefield, LLC, a South Carolina I imited liability company, is tile o,wrier of a parcel of land that ,was Subdivided froin lax ryinp parcel 0611410-03-00-019BO, ,which parcel is shown as "Lot F.2" contaming 7.638 aurcs, (Ili dic Suhdivisian Plat. For flie purposes cifthese proffers, Albernarli; Place EAA P, T, I,C1 und A I bel narle Realty (E&A), LLC are collectively ieferred to hereil i as (the "Owllcr"). Albemarle Place EAAP, LLC, a Delaware limited liability company, is the fee simple owner (the "Owner") oftax map parcels 061WO-U3-00-01 �AO, 061 WO-03-00-02300, 061 WO-03-00-024100, 061 WO-03-00-02500, and the residual portions ofiax map parcel 061 WO-03-00-019BO that were not conveyed to either Albecriarle.Ritafty (L&A), LLC or The Havenrit Storiefield, LLC. For the purposes of these proffers, Albemarle Place, EAAP, LLC, arid Albemarle, Realty (E&A), LLC are collectively referred to herein as (tile "O,wner"), Tax map parucls 061 U10-03-00-019AO, 061WO-03-00-02300, 061WO-03-00-02400, 061 WO-03- 00-02500, and 061 WO-03-00-019BO (including the lots created there, frompunquarit to thu Subdivision Plat) (collectively, the"Propeny"), are the subject ofzoning map aracuthricont application number ZMA 2011-00007 originally Submitted as "Albemarle Place Proffer Amendment," w1lich application name has been reriarned to "Stoniefield." Pursuant to Section �33 oftlie Alberriarte County Zoning Ordinance, the Owner hereby voluntarily proffers the conditions listed in (his profftrsfatement, whichslinill be applied to tile Property ifthe rezoning is approved by Albernaryto County. These conditions arc proffolt(I as part Gfille rezoning arid it is acknowlu'dgcd that the conditions arc xcusurablc. The Albemarle Place/Stonufluld project was criginitIly approved by die Cou'uty Board of Supervisors oil October 22,2003 as ZMA 2001-007,along with proffors from the prior o-mier dated October 22,2003, arid -,I Code ofDevelapinerit prepared byThe Cox Company dated Original Proffer: ;�;Iendnleilt: X October 15, 2003 (with Exhibit A to the Codc of Development last rvviscd Judy 8, 201 0) (tho "Code of Developiriene'). The Code of Development included an application plari (tile "Application Plan"), Tile iinproverrients proposed for die Property are uolk!ctively referred to as the"Project." The tevin "Oviner" as referenced herein -,hall include within its mearcing the owner of record and Successors in interest. The terin "Application Plan" refers to Exhibit A. The lenia"Code of T)cvL:Iopliierit�'rofc:istoExliibitB, The proffers dated October 22,2003 that were approved with ZMA 2001-007 were amended by prcft�rs dated July 23, 20 1 0 that wQrc approved wi dl ZPAA 2008-0003 by theCoutity Board ofSupQrvi.wrs ou.Augusi:4,2010, arid by proffers dated August 5,2011 thcrtw= approved with ZMA 2011-0004 bythe County Board of'Supervisors on September 7, 201 1. These proffers turiend and supersede, the proffers accepted in conjunction. with the approval of ZMA 2001-007, ZMA 2008-0003,aud ZMA MI. 1-0004. . The headings of the . proffers .set faith below have buctit prepai ed fir convenience or I criocrice only and shall nut control or affuet (he meaning or be taketic as all interpretation of ally picuvislons ofthe proffier8. 1. Phasing of Improvements! The Owner shall phase development afthe Project its follows: A. Phase 1: Phase I of the Project Shall be composed of Blocks A, B: C ,Ind D Lis shown on tile Application Plan, all(] as shown ill more detail oil Exhibit A- I attached hereto ("Phase V), arid sholl include stroctarid utility improvement,; to ,serve the planned building improvements contained wi thin Phase 1. As part of Phase 1, the 0 wrier shall des ign ,Ind construct District. Avenue (forinurly knowwas Albemarle Place Boulevard arid as Fourth StruvVCvdar I fill Road) ("District Avenue") from Hydraulic Road to the point where District Avenuce connects with the new planned western entrance to the Sperry Marine facility in the location shown oil the ApplicationPlon, and as shown in incoic, detail oil Exi-Libit A-1. This first phase of District Avenue shall includo all supporting Lifility infrastructure on Such street, Enid shall be completed prior to issuance of"I ficill Cortificate Ofoccupancyfor -Lilly buildings within Blocks A, 13, C and D. Construction ofthe first phase ofDistriet Avenue shall be deemed complete wlien it is constructed Ili conformance with the plans approved by Albemarle County or by tile Virginia Department ofTruirspornifun (;'VDOT'l), Us applicable, and in any event tile County Engineer hit!; approved it for vehicular travel, No more than three hundred Seventy thousand (370,000) square feet oJ� cotinneycialspace arid one hundr�d severity (170) dwelling units may be constructed within the Ploject until the remainder of District Avenue is constructed to the new planned intersection with U.S. Route 29 as Shown oil tile Application Plan. Notwithstanding anything to the contrary contained in this Paragraph I A, the Owner shall be permitted to utilize portions of the Phase 2 land (as , -% shown on Exhibit A- 1) for die installation. t) ('infrasuructuuc to suryu tfic Plianc I haii Idit improvements to be constructed in Blocks A� B, Carid D, B. Phase 2: Phase 2 of the Project shall be composed of Blocks E, F and 0 as Shown an (lie Application Plan and as Shown in more detail on Exhibit A- I ("Phase 2"), and shall include street and utility irrilIxavenivirits toserve tilt planned building improvements contained within Phase 2. As part ofPbase 2, the Owner shall design arid construct District Avenue from the Original Plotter Amendment! X point vvilere it cormects with the new planned western entrance to the Sperry Marine fibicility north and east through Black% F, F and G to the new planned inteisectionwitli U.S. Route 21) ,i,i.glic)wtioiitlieApplicatioiiPialiaii(la,s,�ho�,vtiiiii�not-e(letailonl',.xlilbitA-1. Thissecond pfme.c)fL)istrictik-veiitic:shzillii�cliide,.ifisulipoi'tiiigLitilityiiifi',L-,ti'uctLii-eon.qLielisb-tet,ind shall be. completed prior to is,quance ofafinal certificate. ofoccuparay for any buildings withiuBtocT�sF,Faud0. Cori-.,,tluctioiioftlieseeciidpliEtstofDist),ictAveilueslialibe (ICQUILAI UOITIPICIU WFIC11 it I-, Constructed in conformance with the plans approved by Albeiriarlic County or by the VDOT, as applicable, cold in any event die County Engineer has approved it for vehiailar travel. Noltvidistarding anything to the contrary contained in this Paragraph IB: the OwiLer Shall be permitted to utilize ficudoxis ofthe Phase 2 land (asshown oil Exhibit A-1) for tile installatiou ofinflastructurc to serve the Phase I building improvements to be constructed in Blacks A, B, C arid D. Notwithstanding anything- to the contrary contained in (his paragraph IB or in paragraph 1A above, final eextificates of occupancy may be issued for buildings within Blocks A, B, C, D or E beyond the threshold levels contained in paragraph IA, provided that 1110 Owner (i) has constructed at least a temporary road (at standards accup(allilc to the Director orCouintunity Dcvelopmunt.) connecting the first phase ofDi.4triet Avenue to the new planned intersection with 0.�, Route 29, or (ii) can demonstrate during the site plan review process, through traffic analysis accuptable to die Director ufCommunity Development and VDOT, that additional tracifflo from such buildings, when aggregated with the traffic generated by the uses for which certificates ofoccupancy have been issued for buildings in Phase I, will not cause the Hydraulic Road/U.S. Route 29 intersection to fidl below an auceptable level of service. All firial site plans for the Project that hicludle any portion ofl)lstrict Aveinic.qhall include a note reserving the portion ofthe property coroprising District Avenue fox firture dedication as a public road, and within sixty (60) days afterwrittem reque,st for such dedication, the O,,vner shall dedicate. the portion of the property comprising District Aveyme for a public road. Iftho publit; right-of-way isricit dedicated by subdivision plat, the Owner shall be responsible for the cost ofa survey arid preparing the deed to convey the public; right-of-way to the County. . C. Tandscapic improvements arid associated sticetscape improvements to serve the plaimed boildhiL hupro,venients contained within each block shad be reviewed at the time official site plan review for each block. The Project shall have it conishmitly designed and platited. streetscripu along- Route: 29 and Hydraulic Road. 2. Community Development Authority Participation: Upon request by the County, thb . owner shall petition for and consent to a] I tax inap parcels used for non-residendal purposes participating in a Community Dcycloptnurit Authority ("CDA") c.,itabhshud pursuant to Section 15.2-5152. et Sect. (if thu Cock orVirginia ("Codu") to be created for the puTpose of ' implementing Rol;to 29 rugional transportation improvements, including but not Iiinited to transportation improverricnts within the "Super Black" (the geographical arca bounticil by Route 29, Hydraulic Road, Coruttionweall Drive, and Greenbrier Drive) and intersectional improveyncrab associated tburowith. 3. Cash Proffer for Route 29 Regional Transportation: The Owner will make a cash contribution to the County for the MP0,1291-1250 Phase 2 Route 29 regional transportation ,qttidyiiitlieaniouiitofoiieHiind�edThotisandDoLlars($100,000.00). Thecashcontribution Original Proffer: Amendment: Ix sballbe made by the Owner within thirty (30) days open request by the CoLany. This profrur lias been satisfied. 4. Cash Proffer For City (if Charlottesville Traffic Calming Improvements: The Owner shall contribute Teo Thousand Dollars ($10,000,00) to tile, City of Charlottesville for the construction by the City of traffic calming irnprovurnunk wi Swanson Read, Cedar Ijill Road and other City streets intersecting Hydraulic Road in the vichriky or Stoclurluld. The cash contribution Shall be made by the Owner within thirty (30) days upon rcqUOSt by [bu City. If* tile traffic calming improvements are not implemented by October 15, 2007, all urlexpunclud funds shall be refruided to the Owner. The City constructed the traffic calming improvements, arid requested the prior owner or the Property to pay the contribution on November 9, 2005, but there are tie irrumediately available records that such contlibutioll,was cvier received by the City. Upon evidence offirior payment of such funds that is satisfactory to [he County, the rcquirements of this Panagraph 4 shall be deemed satigtied. Ili tile event the Owner has no( produced Such evidurlec; to the County by March 31, 201 0, tile Owner shall conti.ibuto (tie funds to the City within irty (30) , di days of a written request from (lie City, provided that such request is made lie sooner than April 1, 201 1. At the time sm:111 funds are delivered to the City, the Owner shall provide, notice of such Payment to the County. 5. Cash Proffer for Charlottesville Area Transit ("CAT") Commercial Corridor "Jitney Service": I Jpon the request of flit (7,01.111ty, die Owner Shall contribute 'I werity Thousand Dollars ($20,000.00) per annurn or an amount equal to tweirty percent (20%) of the annual operating and inainicnarico co.W% whichevur is luss, Cur a period not to exceed five years for operating and/or maintaining a dedicated Jitney bus" scrvice to retail conimexcial developments, including Stonefield, along the Route 29 Corridor. 11' the CAT "jitney Service" is not placed into operation by the date of issuance of file first ocuutitincy permit to] - a commercial building in Stone:Ckld, then die Owntr shall contlibute Seven Thousand Dollars ($7,000,00) per aiinum, for a period not to exceed five years, to CAT for costs associated with operating existing CATbus route(r) that provide service to Stonefield. L 6. Cast] Proffer for Capital Improvements: The Owner shall contribute One Million Five Hundred Thouisand Dollam ($1,500,000,00) (he,reirtafter referred to as flit, "Total Contribution") to the County for the purpose or funding capital itoprovernents related to Stonufleld. The contribution shall be paid as follows: (a) Three Hundred and Seventy Five Thousand Dollars (S375,000.00) shall be contributed to tile Courtly vAtbill thirty (M) (lays after the first firial .site iplan or subdivision plat containing residential dwelling units is approved fox Storefluld; (b) an additional Three Hundred arid Seventy Fivo Thousural Dollars ($375,000.00) of tile total contribution shall be contributed to the County prior to tilt: issuanceofa certificate ofoccupartLyfor the first residential dwelling utlitin Stollefield, arid (c) die remaining Seven Ilundred Fifty Thousand Dollars ($750,000.00) of the 'total Contribution shall be paid on a pro rata basis of Three Thnusand Dollars ($3,000.00) per residential dwelling unit at the time certificates of occupancy arc issued for tile first two hundred fifty (250) dwelling units. No additional contribution shall be rcquircd for the next two ImiLdred fifty (250) dwelling units. Original Proffer: AITICII(IM(AIL: X If, fivt (5) years flom the date of approval ofthe fir.5t final site plan or subdivision plat far residential dwelling units, the Total Contribution has not beea fully paid, tile balance, ofthe Total Contribution shall be contributed to the County within thirty (30) days upon request by the County. Ifthis fund has not, been uxbamlud by the County for tile Stated purpose within five (5) years frorn the date the last contribution is IliddC, Lill LlaVXpviid(;d funds shall be refunded to (he Owner. in addiflun to the foregoing, after building permits have been issued for the first five hundred (500) dwelling units within Stonefield, the Owner shall pay to the County Three 'thousand Dollars ($3,000.00) prior to the issuance of a building permit for each new residenfial dwelling unit thereafter, 7. Construction of Frontage improvements on Route 29 and Hydraulic Road: At its expense, the Ownershall plan, design, bond and construct travul fanc; improvements to bo diediutcd ror public icic; Go its flydninilIG Road and Route 29 frontage. The dc�qigli Shall he , stibinillcd with the first ,site, plan for the initial phase of Stoliefleld. The subject frontage improvements art depicted by Exhibit F, "Short Term Route 29 Transportation huprovenlents." The County may require these improvements to be completed as a piciequisiteto thelssuariet) ofany certificates ofoccupaticy. 'I'hecutistructik)tioftliesiib,iect improvements shall be deemed complete when they ace constructed in conformance with the plums approved by VDOT arid opened to public use as approved by VDOT. 8, Construction of Off -Site Improvements: Upon request by the County or as provided hexein, (ho Owlietshall plan, design, bond and construct off -site transportation huprovoments bl, the Counly and tht City, as depicted on Exhibit F, "Short Term Route 29 Transportation Improvements". If tilt: improvements are, required to be Wnstr=ted, the County may require thne improvements to be completed ,is a prerequisite to the issuance of any centificates of occupancy. Construction shall be deenied complete when tile improvements are constructed in conformance with the plans ipproved by VI)OT and opened to public use is approved by VDOT. A. Off -site Improvements in the County at the Nortinvest Quadrant of the Hydraulic Road/Route 29 intersection, Tile engineering, plats and construction documents for off -site improvcarrents in the County shall be submitted with the first final site plan for Pisisc I of StoucRuld. B. Off-sito Improvements in the City at the Northeast Quadrant of tile Hydraulic Road/Route 29 Intersection (numbered itenis 4 and IJ on Exhibit F). The Owner shall submit the engineering, plats mid construction documents (the, "Plans") for the improvements in the City of Charlottesville to the City of Charlottesville by January I 1, 2012. 'the Owner shad diligently pursue, approval ofthe Plans in the City. Ifthe City does not approve the Plans by July 11, 2012, tho Owner shall not be required by this proffer to construct any improvements, for which approvals have not been obtained. The Owner shall not be required by ibis proffer to acquire Or otherwise pay for right of way in the City for theEc improvecncov�. Original Pcoff,er: Amendment: Ix If the improvements are required to be constructed, the Owner ,;hall compleLL: cowmiruction oydic iuypcoveryl�mils tax which right ofway is available within tvielve (122) months after the issuance of the first certificate of occupancy within Stenutield. Construction shall be deerned complete when the improvements arp, Constructed ill Conformance with the plans appoovud by VDOTivid opened to public; useas approved by VDOT. This Paragraph 8(B) is subject to Ole terms of Paragraph 14, "Sub,,iiituted'l'i'aii.,;Iit)rtatit)ii Improvements." 9. Reservation and Dedication of land for- Regional Route 29 and Hydraulic Road Intersection improvements: The Owner Shall reserve Coy the ratuto dedication to the Commonwealth of Virginia certain land on the Property in the County for certain short-term transportation improvements for the Route 29 and Hydratilic Road intersection (the "Short - Term Route 29/HydrauliQ Road liciprovvirionts") as follows: (a) die land shown as "Parcel A 6,5 It S.F.' oil the plat of Kirk HuglicS and Associates datud March 3, 2009, last revised March 25, 2010, which plat is attached hereto as Exhibit H, and (b) any portions of the parcels shown as "Parcel Orie Future Ri.-Irt ofWay 1,1 17 8,F .... .. Parcul Two Futuire Right of Way 9,079 S.F,," 'Tarcel, Four Future Right of Way 1,660 S.F.," -,Ind "Parcel Five Future ' Right of Way 790 S.F.," on the Official Map adopted by tile County oil December 2, 2009, a copy of which Official Map is attached hereto as Exhibit 1, that art, required by VDO'r for the Short-Terna Route 29/Hydraulic Road Improvements (collectively, the "Short-Toym Impi oveinarit9 Dedication Area"), provided, however, that the subdivision plats depicting the Sliont-Term Improvernents Dedication Area are subject to final approval by the County Department of Community Development arid that the precisc boundaries and size of tile Short-Terin Improvement-, Dedication Area may be adjusted accordingly. The Owner shall dedicate the Sheit-Term Improvements Dedication Area to (lie CoiricilairwenIth ofVirghna in fee simple by October 1, 2010, or within thirty (30) (lays after the County approves the Subdivision plat necessary to dedicate the Shatt-Terin Improvements Dedication Area, w1lichever is first to occur. Ili addition to tile dedication of tile Shart-Term fraprovemerds Dedication Area, the Owner shall dedicate and convey all necessary drainage arid construction easements for tile Short4erra Rome 2911lydraullu Road binproveraccits. If [he Short -Term Irnprove,alents Dedication .Area is not dedicated and uouvuyed as parL or a .4uhdivi.sion plaL Ill(; Owner shall pay all costs of Surveying all(] � preparing legal claeuvients III a form acceptable to the Office of the Attorney General necessary to dedicate and convey the Short-Texul Impievemonts Dedication Arva land. After dedication arid until the subject regional transportation irciprDverrielits are funded for construction, the Owner shall, at the request of the Count),, arid with the consent of the Commonwealth at' Virginia, maintain the Short -Term Improvements Dedication Area land until reqUI-StCut by tile COUntV to 110 longer do so provided die, Owin-r is granted the fight o the exclusive use of tile land .for landscaped open space, a pocket park, temporary parking, fencing, signage, utilitie's or other purtlose a-, way be approved with the final site plan for tile � first phase of Stonefield. I Ilion being requested by the County to no longer maintain tile Original Proffer: Amenchount: X land, tile Owner shall cease all LISU of the land and =a0ye all improvements established by tile Owner that tire, County requests be rerrieved. Ili the event that the adopted dt�sigti (by furture public intersection improvements does not veqiL,dfc thc wilization ofall of the Short-Terni. Improvements Dedication ALea land, upon (lie Owner'3 request, tile residual portion of the dedicated land shall be tram.04rcd Lo Ific Owner at tie expense to the, Owner. The deed(s) of dedication for dic SheirL-Turra licriproveinuilts Dedication Area rtiay provide for such conditions. . 10. Reservation and Dedication of Additional Land for Route 29 and Hydraulic Road InterSection limproveincuts: The Owner shall reserve for future dedication to the County, subject to the conditions herein below, certain additional land oil the Property for the right of way for future Hydraulio Road and Route 29 related regional transportation improveramits (the "Long -Term Retire 29/1-lydravilic Road lyrprovenleilts'� -,is follows: (a) the area Shown as "Parcel At 1,432 S,F." on Exhibit fl, -,Ind (b) any portions oC [be pareclsultown oil Exhillit I that were, not previously dedicated to the Counnonwcallb of Virginia far the Slant-Terin Routo 29/11ydraulie Road laiprovuircut.s pursuant, to the Parapraph 9 herein (collectively, the , "Lon.-Terin Improvements DcLlication Arca") provided, however, that tile, subdivision plats depicting the Long-Trnn Inapircivuarcurts: Dedication Area are subject to firtal approval by the County Department of Connicninity Development arid that the precise boundaries and size of the Long-Terin Improvements Dedication Area may be adjusted accordingly. The Owner Shall dedicate the Long-Terria. Improvements Dedication Area to the County within ninety (90) days after the County's request for succli dedication, arid such dedication shall include, (he dedication arid conveyance of all nece.mary drainage and construction easements for the Loing-Texul Route 29/Hydrauliu Road finpravcnicrits. If the Long-Ttrim. Improvements Dedication Area is not dedicated arid coov3yod -,is part of a subdivision plat, the Owner shall pay all cusLs or survuying and preparing legal (1.0011nieuls !It a form acceptable to the County ALLoincy's Office necessary to dedicate and convey the Lorig-Tefra Trilprovernents Dedication Area. Until the Lot I ig-Terro Improvements Dedication Aroa. land is dedicated, the. Owner shall maintain the land ,arid shall retain the right to the exclusive use of the land for landscaped open Space, a pocket park; temporary parldrig, fencin,-, . 11tilitieS or Other purposes as may be - approved with tile first final site plan for Phase I of'Stonefield. . The conditions oil the subject reservation and dedication Shall be as follows: (a) in the event ilia( [lie adopted design for future public intersection improvements does out require thu utilization (if all of the Long -Term Irripfovenient3 Dedication Area land, upon rccluest of ill(; Owner the residual portion shall be relcused by the County from the reservation or, if the land has been dedicated, LIPOR request of ill(- Owner title Shall be transferred back to, arid for die use of., (lie Owner at no expense to 0-mier. The deed(s) of dedication for the, Long -Term Improvements Dedication Area inity provide for such conditions. Original Proffer: Amendment: X (b) The design arid construction ofthe Long -Terra Route 29/flydraulic Road Improvements Shall substantially trittintain the access, function, and continuity of sQvv�ce of the planned intersection of Swanson Road (Extended) and uxi.Aing Hydraulic Road into Stonefield at the location of the existing Swanson Road and 1-fydI ULdiC Road illtefSeLtiOLI!, OthOrwise this proffer bewmes nuill arid void. 11. Signalization of ffydratilic Road and Route. 29 Intersections: The OF,A,ner shall hu responsible for traffic siginalization improvements as fbllow.�: A. The Owner at its expense shall engineer, bord, mid construct traAre signalization. improvements at the intersection of District A vert Lie, and Hydrauli G R oad. Thetraftic signalizatiou. improvements at this interscetiousball be oeristructe;d wlicil the CGuilty or VDOT request installation ofsuch, but in any event prior to the issuance of 4 ecy(ificate of � occitpancy for any building in Blocks A, 11, C or D, provided that such signal is warranted by the traffit; volurrics or is otherwise approved by VLJOT. B. Owner at its expeustc shall engincer, bond arid construct traffic signalization improvements at tile interswitin of District Avenue arid U.S. Route 29. Thetraffic signalization improvements at this intersection shall lie constructed when the County or VDOT request installation of such, but tit any event prior to the issuance ofa certificate of occupancy for any building in Blocks E, F or 0, provided that such signal is warranted by the, traffic volumes or is otherwise approved by VDOT, provided that such signal is warranicd by the traffic volumes or is otherwise approved by VDOT. 12. Cumnicirilvealdi, Drive Connection: Upon demand ofthe County, but no earlier than lhs.� issuance of -it building perwit for any building within. Block F, the Owner shall reserve right- of-way along the northern edge of the putking lot in Black F ofthe Property for it future street connection to Commonwealth Drive through tilt, "Conidial Property" (TIA 61 W-3-1 8). The future conneegert will be a two latie facility. Upon the request ofthe Countv, the Owner shall engineer, bond arid construct both the oil- sitc. arid Ilia oft' site portions of the connection to Commonwealth Drive on die "Corridial Property" provided that easements arid acquisition of righl-of-way as may be necessary for Such construction for the Coinueedoll thrOLIgh ol*C-sito properties Ibr this improvement have been granted at tie cost to tile Owner, and the ruquest for Such connection through the off -site property is made by the County prior to Octob,�r 15, 2020. Upon the request of the Cc Duty, the connection shall be comple(od by the O-kvner within twelvc. (12) niontha from the date of satisfaction orthe conditions as set forth above. 13, Other "Super Block" Street Connections: The Owner shall reserve land and giant construction and purnialient access easements or right of way at no expense, to tile County lior the purposes of future cutistruction (by others) of inter -parcel street connections within [he "Super Block" at tile Folluwing locations; Houston Street (formerly known as First Street) (to west to Commonwealth Drive), Blackbird Lane (formerly known as'fliird Street) (to west to Commonwealth Drive), District Avenue (formerly lmowo ,is Cedar I -Jill Road Extended) (in Black F north to "Coindial Property"), District Avenue (formerly knowii as Fourth Street) Original Proffer: Amendment: X (baween Blocks F and G north to "Coniclial Property"), Swanson Road Exteiided (to 1101-th to "Sperry 11toperty") aud at two additional Ici(,ations into Sperry I'voperLy. The locations for easenierit or ri-Rlit of way reservation -,aid dedication are as gencrally depicted on Exhibit A and labeled thereon as "Future Fixtension." fTowuve.r, the locations arid numbers of such inter -parcel street couriec(ions may he modified by the. Owner upon a variation granted by file County Planning Director. These easeinurn or right orway locations shall be identified, platted and dedicated at the request of the Courity Ili conjunction with Subsequent site plan applications for litoriefield. ,14, Siii)stituted'l't,.-insi)oj-t.ition Iniproverneuts. . A. Ili lieu ofecirstructing the. improvements referenced in Paragraph 8(B) herein, which Paragraph 8(B) refiers to certain orf-site improverrients in tire City of Charlottesville at the northwest q114(haul. of kbe RydraLdic Road/Routc; 29 irIterSeCtl0n, ,Ind also other irciproyeincals alorig, die Cityside ofRoutu 29 botwL:cn Hydraulic Road and Greenbrier Drive, which improvements ace collectively hereinafter referred to as tile "Paragraph X(R) Improvement.-,", the Owner tilay elect, ill its sole discretiolli Ind oil tile terms arid condition,,, contained in this Paragraph 14, to contribute cash to the City for curtain transportation improvements in the City known as the "Rte. 29/250 Bypass Inteychango Improvement Project" identified as VDOT and City project number 0029-104-248 (tile "Substituted Improvements Project"), I 11. fit the Uvorit die Owner elcut,; to contribute ca.sh toward the Substituted Improvements Project, (thu "Owner',,t Contribution") ill lieu or uonstilictilig th�l Paragulph 9(9) finprovellielits, tilt: faillo�,ving, ternigshall apply: 1. The Owner shall notify the County's Director of CointrumiLy Development (the "Director") in writing of its election within sixty (60) days after (he approval of tile first imul site plan for Phase I of Stimelield (the "Notice"), The Owner shall also send a copy of the Notice to the City Development Services -Mariager at the same thuC it is sent to the Director. 2. Thesubirii%sion of flit Notice to tilt DirectorAmil suspend the deadline for the Owner to submit the Plans (as "Plans" is defined. it) Paragraph 8(11)) to the City, iftipplicable. 3. The aillount ofthe Owner's Contribution to tile Substituted improvements Project shall be Subject to a written agreement between the Owner and the City (tile "City Aggcoryient"). Within tell (I 0) days idier full exeuritioit of the City Agreement, the Owner .shall provide ,I copy of the City Agrcenient to the Director. 4. Within six (6) trioriffis after the, Notice is sent to the. Director, or within sixty (60) days after execution ofthe City A-rcerrimt, whichever is later to occur, the 0,xiiershall contribute , . a portion ofthe Owner's Contribution to the. City in the arnount of One Million Dollars ($1,000,000), lossany amount,; credited by tilt City arid VDOT to the Owner for planning cold design work oil the Paragraph B(B) hilpyovenicnIts (the "Net Contribution"). The Net Conixibution may be in the form of cash or a letter oferodit issued by a bank. approved by the Ori.-inal Projwur: Ancendmunt: X City, or ,,I combination thereof. Thu City Agretnuent shall set forth the turms; ofand scliedule. For draw down of the Net Contrillation, 5. Ili thn cyciul, that the Substituted Improvements Proj�,et is lenninatcul, or has not otherwise been completed (as described herein) widno thirly-six (36) month,; after the City receives the Net Contribution (whiuh thirty-six �36) month purind luily be extended by mutual agreument ofthe Charlottesville City Maclagger arid the AlbeirInTle County Executive), -Ind upon the City'b refunding ofthe Met Carib ibution to the Owner pursuant to the City Agreement, the Owner shall forward fundsequal to Five Hundred 1hutisauld Dollars ($500,000) to the County for funding transportation irlipyovericeirts in tile Vicinity ofthe U.S. Rucitu'29/Hydralific Road intersection identified in tile County's Capital Improvements Prop-Lun, In the event such frund,; have not been extitalded by the County far the stated purpose within ten (10) years front the (late LIIQ fund3 were contributed to the County, Lill unoxpended fluids shall he refunded to 11IL: Owiler. (,'(instruction of the Substituted Improvements Project Shall be declined complete whcli Ille improvements ,Ire accepted by the appropriate public entity or tire bonded for die entity's aucuptance� (). Notwithstanding the provisions ort'Paragraph 14(13)(5) herein, upon the City's receipt ofthe Net Contribution, the Owner shall bo relieved ofany obligation to construct the Paragraph K(B) improvements. (Signature Pages immediately Follow) Original Ploffier: Amendment: X WITNESS tfic following signature.,;: ALBEMARLE PLACE EAAP, LLC, a Delaware limited liability oorripany I 47/_ ,�'At., � 1_0_��,__ odi W. McLean, President , 1�juhllllh ALBEMARLE RE ALTY (E&A), LLC, it South Carolina limited liability curapany I By: Edens Realty, Inc., a South Carolina corporation, its Sole imember Ti-i e _11�L�_,Nl� Original Proffer Amendiment: X ThE HAVEN AT STOMMETA), LLC a South Carolina limited liability company ky, -S�A,*_­' J%vd,�4'.�s (- 'k"6q� il�., ,4",l -,y, By: - - Pr-intcdNamo: ,-�r-r?�, 4',/Pa/­��-i , Title: P.0-6 P. J, � & 10 COUNTY OF ALBEMARLE MEMORANDUM TO: Gerald Gatobu FROM: Wayne Cilimberg, Director a,' Planning DATE: May 16, 201 1 . R I-, Albemarle Place (Storiefield) Preliminary Site Plan, March 21, 201 1 Determinations Under Section 8.5.5.3 Section 8.5.5.3 ofthe Zoning Ordinance allows the Director of Planning to allow a site plan to vary from An approved general development plan or code of development in the Neighborhood Model District If, among other provisions, the director deterrinines that the vaHadon is in general accord with the purpose and intent of the approved application plan and code. The following is an analysis of certain features previously identified or currently being requested to vary from the approved application plan and code as they relate to the current site plan (dated March 21, 201 1). Features consistent with the plan and code or variations allowable under Section 8.5.5.3 are so noted. Theater Location and Relationship to Hydraulic Road (Previously addressed in 5125106 variation) The proposed relocation of the theater from the southwest corner of the site to a laration along Hydrauilc Road east of Cedar Hill Road varies from the application plan that prescribes townhouses along this portion of Hydraulic Road. The intent of the townhouses was to "activate" this edge of the project and provide a visible transition from Hydraulic Rci�d, an Enti-ance Corridor, to the back of the department store proposed in the application plan. Staff has previously indicated that the applicant needs to demonstrate that the proposed changes will be n. suit -able design substitute for the townhouse units shown on the application plan, Most particularly to the satisfaction of the ARB. This IS an allowable variation provided that all ARB conditions are complied with. Second Floor Uses (Previously addressed in 5125/06 Variaflon) The application plan illustrated uses an both the first floor and upper levels throughout the projecr- While vertical mixed use would be -a positive and desirable feature of this clevelopmerrt� it was not a requirement ofthe application plan and code. Thus, the site plan is considered consistent. Slock A (Previously noted in 9/28ID9 Advisory Comments) Parking lots adjacent to Rt. 29 and ' Hydraulic Rd. in the initial plan are to be relegated (that is that it is not any closerto the.streat than the front line afthe buildings along the street) and/or screened to the satisfaction of the ARB. Block B (Previously noted in 9128109 Advisory Comments) Parking lots adjacent to Rt. 29 in the initial plan are to be relegated (thatis that it is not any closer to the street than the front line ofthe buildings -along the street) -and/or screened to the satisfaction of the ARB. Block C (Previously noted in 9128109 Advisory Comments) Please refer to theater location and relationship to Hydraulic Rd. above. Also, note that the Code of Development says mininnum 2 stories (up to 5) except for restaur-ants, outdoor cafes and retail kictsks in Black C. Block E I Note 3112JO7 variation, if still applicable (attached) 4/29111 Varitticon Requests: #5 1, 2 and 3 - Changes to the location, desin layout, size and cirientaticiri of each plaza, civic, open and green space are granted consistent with the findings under Section 8.5.5.3 (c.) as you have presented and are permissible as depicted. #s 4, 5 and 6 - Modifications to allow for the width of sidewalks, planting strips and planters can be granted consistent with the findings Linder Section 8.5.5.3 (c.) as you have presented subject ta: a minimum sidewalk width of 5' between planting stripslboxes and the interior edge of sidew-alks; no par[dng overhang onto sidewalks 'in parking lots next to sidew-dKes; and all planting stripstboxes lo=ed limmeen edge of street and sidewalk and a minirTILIM Or 5'. #7 - Change to the design of Storiefleld Blvd. from -a four (4) lane section to a (2) lane section as noted can be granted consistent with the findings under Section 8.5-5.3 (c.) as you have presprited subject to County EngineeriVIDOT approval based on applicable traffic studies. #a - Change to the layout and orientation of parking spaces along44ewood Drive such that the spaces are oriented perpendicular to Inglewood cannot be gr-atited as Inglewood will function as a parallel street to the narrowed Stonefield Blvd. (see #7 above) and such parking is not in general accord wifn the purpose and intent of the approved rezoning for the Albemarle Place street system. Parallel parking is desired, but it Is possible for angled parking to be considered under County regulations (provided this street Is approved as a private street), dependent on'the impact of the angled parking to the functionality of the street based on applicable traffic studies. #9 - Modification of Main St. design to allow curbless sections can be granted consistent with the findings under Section 8.5.5.3 (c.) as you have presented subject to Courny Engineer approval. #1 0 - Allowance of Stoneflesid Blvd. as the only read dedicated to public use within the project 15 an option permitted on pages 28 and 29 of the Code of Development under "Sti-eet: Classifications" and is subjea to review under applicable ordinance provisions. 91 I - Allowance of right -in turn from southbound Rt. 29 Into Block B can be granted consistent with the findings under Section 8.5.5.3 (c.) as you have presented subject to County Fngineer/VDOT approval based on -applicable traffic studies. 912 - Modification of the Block D and Block E boundaries is granted consistent with the findings under Section 8.5-5.3 (c,) as you have presented and Is permissible as depicted. #1 3 - Allowance ofsIx (6) story hotel as long as it is no taller than ninety (90) feet is granted consistent with the findings under Section 8.5.5.3 (c.) as yol I have presented and is permissible as depicted, #1 4 - Modification to allow for 5' minimum sidewalla along exterior of rear of some buildings can be granted consistent with the findings under Section 8.5.5.3 (c.) as you have presented subject to no parldrig overhang onto sidewalks in parking lots next to :sidewalks. #1 5 - Changes to the width of the buffer area at the western edge ofthe project property to a minimum of I (y can be granted consistent with the findings tinder Section 8.5.5.3 (c.) as you have presented subject to compliame with the second paragraph: an page I 9 of the Code of Development under "Exterior Landscaping and Visual Impact Mitigation" and any site plan requirements that might be applicable, including screening of objectionable features. 51 1 311 1 Variation Request: Replacement of Noah and South New Main Streets between Buildings D I and D2 with a single road is granted consistent with the findings under Section 8.5.5.3 (c.) as presented and is permissible as depicted. Please note that development under this request is still subject co all other applicable 7oning, site plan and building permit provisions and these variations do not supersede those requirements. 0 COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, North Wing Cbarluttesyille� Virginia 229024596 Phone (434) 296-5832 Fix (434) 972-4126 ._ November 25, 2013 Steven F. Teets, L.S. 7200 Wisconsin Ave ff400 Bethesda, Md 20814 RE: ZMA20113000091AItiomade PlacelStonefield Praffer Amendment TAX MAP 61WISECTION &PARCELS 19A, 1913,23,24 and 25 Dear Mr. Teets; On November 13, 2013, the Board of Supervisors approved the above noted NMI) rezoning application subject to the application plan dated October 21, 2013, code of development dated October 21, 2013 and attached proffers dated November 13, 2013, Please refer to these documents for any future applications and requests on this property, Please be advised that although the Albemarle County Board of Supervisors took action on the project noted above, no uses on the property as approved may lawfully begin until all applicable approvals have been received arid conditions have been met. This Includes: . compliance with applfcabie PROFFERS; . compliance with requirements of the CODE OF DEVELOPMENT; . approval of and compliance with a SITE PLAN; and . approval ofa ZONING COMPLIANCE CLEARANCE. Before proceeding with further use of this property or should you have questions regarding the above - noted action, please contact Rebecca Ragsdale at 296-5832. Sinerrely, . I bi,�-Jhtv _­_ 4 V. Wayne C111 9 f a rano Directoro Pla ning CC: Albemarle Place EAA LC P 0 Box 528 b Columbia Sc 29202 Fi le Albemarle Place/Stonefteld PROFFER FORM AMENDMENT TO PROFFE RS Date: Noverriber.13,2013 ZMA # 2013-00009 Albemarle PlaceJStonefield Tax Map and Parcel Numbers: 061WO-03-00-019AO (as it has been subdivided), 061WO-03- 00-019BO (as it has been subdivided), 061WO-03-00-02300, 061WO-03-00-02400, and 61WO- 03-00-02500 65.034 Acres zoned Neighborhood Model District (NMD) to he rezoned to Neighborhood Model District (NMD) This instrument amends those certain Proffers dated March, 13, 2012, for ZMA # 2011-00007 Albemarle Placie/Sturiefield C'ZMA 2011 Prciffe&'). Except as expressly amended herein, the ZMA 2011 Proffers shall remain unchanged and to the extent that any terms, conditions arid obligations contained in the ZMA 2011 Proffers have not been fully met, such terms, conditions and obligations shall remain in full force and effect. Albemarle Realty (E&A), LLC, a South Carolina limited liability company, is the owner of a parcel of land that were subdivided from tax map parcel 061WO-03-00-019BO, which parcel is shown as "Lot D2", containing 5.487 acres, each on a plat crutitled "Plat Showing Subdivision of Sturterield, Jack Jouett Magisterial District, Albemarle County, Virgirrie' dated July 15, 201 1, last revised November 10, 201 1, prepared by W.W. Associates, which plat is of record in the Clerk's Office of the Circuit Court ofAlbemarte County, Virginia in Deed Book 4135, page 215 (the "Lot D Parcel Subdivision Plat"). The Haven at Steriefield, LLC, a South Carolina limited liability company, is the owner of a parcel of land that was subdivided from tax map parcel 061 WO-03-00-019BO, which parcel is shown as "Lot E2" containing 7.63 8 acres, on the Lot D Parcel Subdivision Plat. MacFarlane Storiefield, LLC a Virginia limited liability company, is now the owner of a parcel that also was subdivided from tax map parcel 061WO-03-00-019BO, which parcel is shown as "Lot DT', containing 1,010 acres, on the Lot D Parcel Subdivision Plat. Albemarle Place EAAP, LLC, a Delaware limited liability company, is the fee simple owner of tax map parcels 061WO-03-00-02300, 061WO-03-00-02400, 061WO-03-00-02500, and the residual portions of tax map parcels 061WO-03-00-019BO and 061WO-03-00-019AO that were not conveyed to either Albemarle Really (E&A), LLC, MacFarlane Storiefit1d, LLC, or The Haven at Stonefield, LLC. For the purposes of these proffers, Albemarle Place EAAP, LLC, MacFarlane Stonefield, LLC, The Haven at Stonefield, LLC, and Albemarle Realty (E&A), LLC are collectively referred to herein as (the "Owner"). The term "Owner" as referenced herein shall include within its mearring the owner of record and successors in interest. Tax map parcels 061WO-03-00-019AO, 06]WO-03-00-02300, 061WO-03-00-02400, 061WO-03- 00-02500-1 and 061 W0-03z00�0I9B0-(IricIudhig the lots created there from pursuant to the Lot D Original Proffer: Amendment: X WITNESS the following signatures: ALBEMARLE PLACE EAAP, LLC, a Delaware limited liability company B5� � � A A&,_- IcLhi� president ALBEMARLE REALTY (E&A), LLC, a South Carolina limited liability company By: Edens Realty, Inc., a South Carolina corporation, its Sole member B � 1W M 7* mctn�e�u, res dent Original Proffer: Amendment: X � - THE HAVEN AT STONE, FIELD, LLC a Souib Carolina limited liability company By: Printed Name: ___ I Title: MACFARLANE STONEFIELD, LLC a Virginia limited liabiliT company By.4�1� . - , - - f, , 'I � � ", 1", . 11�',,� , ", ,a, " Printed Name:(�J&1/y to - We, V lal LC, � lllle� ho"t-ld'o-IJL(f 4- AWL, 1;�e U U I I 1W � �v op "I �_ 1 / (�, 0 _/� 11 ci JOHN DAVID BEIRNE JR - _1� Lic. No. 042267 ci� �) '4� 0 111Z_11 �6 N�l �_�o % 1 & I& �, C� I � ,111Zi111 � AM= 1'_== W ENGLNEERS SURVEYORS = PLANNERS AsSOCIATES PO Box 4119 3040 Avemore Square Pl. ' Lynchburg, VA 24502 Charionesville, VA 22911 Phone: ,134.316.6080 Phone; ,134.984.2700 ------- www.wwassuciates. net 1 I DESIGNED BY. JDB PROJECT. STONEFIELD BLOCK D- 1 INITIAL SITE PLAN ALBEMARLE COUNN, VIRGINIA , SET REV. NO. - - DRAWN BY. dD8 DRAWING NUMBER: C-5 TITLE. PROFFERS I DIHR BY. HFW - SHEET NUMBER: 5 of 1 1 I I 1 1 1 1 WWA NUMBER: 219040.02 I FILE NAME. 1904002C-ND-4.dwg DISCIPLINE. CML SCALE: H: AS SHOWN V. NIA DATE. 10117119 , 1 NO. I SHELT REVISION I BY I DATE I NO. I SHEET REVISION BY DATE EX 15' CENTRAL TELEPHONE EX 15' POWER J COMPANY ES1vJT i _© o PU8L1C EASEti1ENT ? t' . c° z I FSMT O D.B. 4282 P. 743 � ': -`% ::.-'", •- ::- _ `:��.' I 1 r D. B. 4 60 r•r. ':.� •Y. re D.B. 224 P 145 /r- Q f 1 ✓� � 9.8. 741j� P 249 \ � \ ,�� --- 77 e y .. I ` : ; '.r.•-ti . .�'• F z•' EGRESS - j + � 23' INGR S/ EASEM j d=005'10'06'. �'` EX 20' ACSA WATER EASEMENT 135 P. 249 Q I =, T' INGLEWOOD D EX 12' ' } R 26 50' :: RIVE >:s.: + _ -;.., `s WATER LINE 1. sAl.,._ CL= 1 s - D B. 4391 P. 331 - %., Y - L=11.41 -~ r- - - - - - - - - - - - } �F ��! 6" DECIDUOUS W CND=S17°33'S5" '�'•.• � _� z W `r: W r `> ...� . ':. . ^ .. _�- Nd N W STOP � �::>F 6" DECIDUOUS TREE W NI DROP INLET W by W W <..>:::'-;: EX 8" SAN TREE r� \N YARD INLET GRATE W W SIGN ., W W 6" DECIDUOUS GRATE - DROP INLET W w W <'' r -� TREE TOP=505.60 TOP 505 37 'RATE I J SAN SAN SAN1. - f � 1. . .. .-� TOP=500 28 -F - d �d I W W W T -_ NO LEFT '" - -W � r . +- - - - - - - - - •tP�' N80°2 l�' 13 W 6 DECIDUOUS - 208 ;44 71 4" TURN SIGN " '�" �� TREE RAILING a: w. ,.> ,........_.04 - �1 �£n - BM P1C NAIL d ° P 1.79' 4 4 W < ;' �~ EL=5f&.28 ICING _ - v 4 q' v4 'I v v . G W J ' SPEED LIMIT r ,!,p , I q + + IF THIS DRAWING IS A REDUCTION I 8" 6' DECIDUOUS°` 3`` °° I tr, f 5 SIGN / " °"""' !'rj'3'` GRAPHIC SCALE MUST BE USED rY T� I 11 6 _DECIDJOU hs s<W> a d ` J' �O,QLJ l DECIDUOUS _ �I 4P - TREE TREE -� 3 �` PEED LI IT ; 4 44 , ' L'if TREE / 20 T / 6" DECIDUOU • �:b _5 slcN SCALE: 1 s -. GOMCAsr -d ---' \�- 4 » bVA�L PJ80°21 ' 13 "E / STOP THEE IN 1-521. 4 v a JUNCTION DRAIN 1PE 13.50' 4" WALL SIGN a, PI S37°06'30"W� BLOCK d=D23°21 47" 1NV=5.79 / DRAIN PIPE RELO TE EXISTING 4" DECIDUOUS 6" D CIDUOUS `' DECIDUOUS d 25.95 d' d RETANING R=203.5Q 1NV==504.32 N TREE TREE ( 4� TREE 20' 0 20' °. WALL CL=82.41' 4" WALL COM� JUNCTION a 6„ / 3" y DECIDUOUS L=82.98' DRAT PIPE DECIDUOUS Bq{( {BY OTHERS)DECrDuous L s EX GASLINE EASEMENT e 4 ��J ' r TREE 6 CHD=S23°40'06"W INV=1506.20 / TREE 6 TREE D.B. 4186 P. 321 Via. LP { co DECIDUOUS � D CIDUOUS /�- '' Utl •` f o-� O TREE TREE W .I C d D22°0739 DEMO S N / ' W 4 W ' g { C=127.50' RETNNIN ALL ' / / / EX 1 4 f 8,. 4 6 DECIDUOUS 2" _ d + 7L=49, 4' AND\ HAND MAIL / S WATER LINE r4 4 l; Q CHD=N4' TREE 6' 6» ( F + 40 Q � ""' x CND=N26°02'41 'E a /8DI HA 4" WALL lAlw/ DECIDUOUS ES DECrbUOUs 6„ 4 df �--+ F-4 Q, ;,; LP T EE DEClD OUS 4 Q $ .-1 DRAIN PIPE ,�/ �� INV=513.64 d=OOa°09'46" l / / L,/�' / Q TREE e' 4 Pot; Q Y 7 23' INGRESS/EGRESS 4 , jjj A ( R=201.50' f, T >? ( PP I CL=28.68' / / / / D.BOO�J L=28.71 ' / / SIDEWALK TO BE f x �•r ( % CND=N 16'04'05 "E s DEMOLISHED a - 3 1 G 1 Xk to c� _ s (� A OO ^' 1 C f r DECIDUOUS DUOUS / / DECIDUOUS / DECIDUOUS / DECIDUOUS DECIDUOUS 4 1 1p �1 TREE / TREE TREE I' Q '4 TREE / 4 i JYATr PLACE 6' DECI 5 l I u P I I Duou 6" DEM96SH AND REMOVE 6" 6 � MACFARLANE STONEFIELD LLC s DEC DUDUS TREE / DECIDUOUS `� D ClDUOUS DECIDUOUS TMPOPJED NJvtD�4 Q h 4 - 1 rREEj f TREE EXISTING ASPHALT, CURBING, TREE TREED Q D.B. 4165 P. I � i to q 6" y I PA NT STRIPING, LAMP DEMOLISH AND . � . DEC(DUO POSTS,ISLANDS AND REMOVE EXISTING 6" THE LAN SOAPING AS INDICATED LAMP POST 4 DECIDUOUS DEMOLISH- / RIGHT TURN �1r7P1 y'7L.T o t � SIGN 4 4 ab // ' / ` / 4 . g • BLOCK D-3 r 1 � q _ / z 4 HYATT PLACE HOTEL J EX VARIABLE WIDTH n o BUSH / 4 1 x POWER ESMT uy _4 f / ` I b /yQ� q STORIES �t s 7 0� 1. ' �. s W 4 4 6 STORIES :1 D.B. 4760 P. 99 ' / 6" �FFE=496.5 a 1 '8' DIA. % DECIDUOUS DECIDUOUS 6» BUS TREE / TREE / DECIDUOUS EE UOUS / DECIDC OUS'_. DECIDU US BLOCK D-1 TREE I TREE s 4 6,. 6.. 6" 6" DEMOLISH AND REMOVE C DEcrDuo � DECIDUOUS / DECIDUOUS / DECIDUOUS IXISTINQ/ LAMP POST l 4. 8' D /TREE TREE / TREE / TREE I f C Buses / FILTERRA TO } 1 v• COMA ST BE RELOCATED s J / r a4 VAULT / 4 , I p ! 6 / 62. � .!I •a STORM INLET DEcrDuous / TO BE .��,. ,... I `? � �Ec! uous F2EE ! 8' D! BUSH LP /ILP _ k •_ . C I / DEMOLISHED TREE 1 a 4 } / CONTRACTOR SHALL PROTECT ` a + / - FILTERRA EXISTING LIGHT POLES TO RE IN J n ,RIV= 94.67 d ,3 DROP INLET j t '• N ELOS VAULT / / F60M CONSTRUCTION DAMAGE " } TOP=494.a7 � �'•d � �-� t o 1 C T f l HANDICAP a' t ! o * , Q ( 8' DIA. ` ( ` / PARKING 4 j r �BusH SITE I�(STANCE / SIGN REMOVE EXISTING 6" 6" EASEMENTTO BE 6» BBus BUSHES AND TREES DECIDUOUS / DECIDUOUS STORM INLET TO ABANDONED DECIDUOUS SEWEREXISTING STORM DECrDU EE HANDICAP � rF SEWER PIPING REE PARKING SIGN ,� I _ DECI uous (J AS INDICATED (TYP) TREE / TREE B� DEMOLISHED TREE TO BE I TREE a 4 ' + :4' J / SIGHT DISTANCE 1 DROP INLET ' M,SCELIANEOU 4` ' 63 EASEMENT DEMOLISHED STORM INLET-�--_ TOP=494 a5 6 1 s,I�GN { 1 + 64 D.B. 4135 P. 249 np TO BE 11 6.• 1 / / / { } DEMOLISHED I 1 r` DECID�US \ REMOVE EXISTING DROP INLET I 6 DROP INLET q. G, RIGHT TURN q TREE, LANDSCAPING AS TOP=501.45 D / 6" DECIDUOUS TOP= 94. 17 SHOWN STORM INLET TO r- TREE .' SIGHT DISTANCE SEMENT ONLY SIGN f z� u STOP J ELECTRICAL P ;€ ""y ��, \ + 8 IJ4 JUNCTION BOX D.B. 4135 P. 249 Q DEC I `\ i t ( STONE \ • \ -01 1 °40'27" �, �_ : \ \ �` PEDESTRJA R 260. 1' q- 1 - CR05S F�st -.a J4 DROP INLET - �.. \ CL=52.�' \ - 2 8 �» w ,. „ v - a - 4 q } TRA! F1C A1AD SIGN �-." a TOP=514.83 CROSSWALK \ \ \=52.98' / - D POST •\ •\ \ ;.iD=N24°27'48"E� / %r \ �' M u \ \ -- - .3.� _ GAS LINE TO � \ PA�Ff \ • \ • \ • \ =8.55 •/''"° 3 4 TURN g' z I c \ \ \ .,, \ .. , . �� LAMP POST TO sID WALK I E�'QRELOCATE l \ HIGH[ CO CTOR $HALI_ PROTECT ° 4 �utT `�LANDCAPED �. ' �: ' ''- DROP 1PJLEr BE RELOCATED CONTRACTOR TO MAINTENENCE 8" PARKING 46.4 3' DJA. I D y 43.5 NTA L (BY- ETHERS) EXI NG ONE WALCOAND E-�a' AREA V. TRANSFORMER GRATE - F EASEMENT DECIDUOUS SIGN • LP O BUSH :f Rq \ TOP-500.46 :J MAUIS SIGN FR�1�6' _ SAW CUT EDGE P 135 V Q "• -'\ �•' • ..--�'�- 8» ASPHALT TO BE °.B2�9 TREE I " > _ \' \ DECIDUOUS...,,,s_.".. ;.1 CONSTRUCTION DAMAGE - TREE DISTRICT AVE. DEMOLISHED (TYP) _ w..... ,tr......,s...,,._., 4. DECIDUOUS 8 1 a ^Y;s#:.+° /. 1 DROP INLET DECIDUOUS TREE DECIDUOUS DROP INLET } uV 4 46- 6 GRATE TREE R TE T TRAFFIC TOP=505.43 TREE G A TOP=494.25 <'><. ....... ......• NOTE: r: 46.7 z kt . POLE R ; g DECIDUOUS ;�.._.. xy "" 26.37 � � y N:. RELOCATE EXISTI G TREE ,. �--- _,,.... ,..•� VARIABLE WIDTH ?`� _�€ ------: CONTRACTOR SHALL PROVIDE TREE w,... ELECTRICAL JUNCTION MAIN DECIDUOUS i:;• s EASEMENT PROTECTION FOR ALL TREES TO RE s EGREs EA MENr N. 1 8' w.: /D.B. 4135 P. 249 BOX (BY OTHERS) '� I TREE... ,,...._,.. _.,..,._,,. ".... w.. _.....H...., W....._... TREE EX 12' SIGHT DISTANCE EASEMENT�W TR� FF1C °"' WATER LINE D.B 4135 P. 249 STO1 E MELD W W su< H€ d =01 1 °39'25' V W W W �- W N W W\ W�� : LEGEND I+AAROUI. :SIGN t 3 AULT'". - W SIDEWALK Wl'• ,N W -s - W {:... W �' W NENCE if JUNC' ION '` r 9 >.� �- �.. EASEMENT I BOX , .,uLs 1�.,.1,2.; „v° y. D.B. 4135 P. 249; ;...,, ,.. CND= 36.07 45 E W v...,,_ .....,. + + q w:.a.,,,,..,.,...,,.z..,..:.., x:,y.;:.:.., -AREAS TO BE DEMOLISHED Y„ 4 4 v 4 q v• .- •� Q 18 o ( ,: ,,....:.. I � �r-�'(] � ::iAlzv. -- , - -ft- STING FEATURE TO KT BE DEMOLISHED -7- BLOCK n OF DESIGNED BY: PROJECT: S) ONEFIELO ©LOCK Li- 1 SET REV. NO. ENGINEERS DRAWN BY. INITIAL SITE PLAN - ro7 SURVEYORS � ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: JOHN DAVID BEMNE 1R lowl PLANNERS TITLE: Lie. No. Q�1-2267 � °!"R BY: DEMOLITION PLAN C- 7 o �� AssOCIATES Ham' SHEET NUMBER: PO Box 4119 �L�� 3Q�ne Pl. Lynchburg, VA 24502 Chadm-illeVA29r WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 0ION�1 L y 9r74C�.�Phone: 434.316.6080 Phone; 434.984.2700 � � DC-2dwg CML H: 1 =20' 10117119 � �� � 1 2 9Q4002C_ NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE We"V.%Vwassociates.net .V. NIA 3 'L? tot} UI O o� s C CL N Sc a tI lea O A 0 m rn EX 15' CENTRAL TELEPHONE �,... . ". I 1 f 1 1 - � ( COMPANY ESMT 'ti--.�: .,,,' EX 15' POWER 12"X6" TAPPING � �- �--- - - � _ MENT z • r.' ESMT + SLEEVE AND VAL ° . 1 PUBLIC EASE ;• D.B. 428 2 P. 74 :� 3 " D1 .c• s • 4 6 T B. 0 r _ D. B 224 P 1 5 i- 1249✓Y 1 D C� . B 7 P. 9 9 41 P - ! 1 9 23 INGR S/EGRESS su. x... .� 4• a 1 f - f 1 . HB IN�JLE EX 20' ACSA WATER EASEMENT z 135 P. 249 EX 12' 3 ;( R-126.50' :.� ' '-r: WOOD DRIVE - ' oBJE \ :- D B. 4391 P 331 R=14r,M. z • ',Y, "• e � � WATER LINE �� L-11.41 ' M1 : ; .•':: - - _ - f 322 TO HYDRAUUC ROAD t 108 TO BOND ST. r - CND=S 1 7'33'55 �. ' _ �' 90' HB `n1 W �' W W W W W R=2' STOP r 1_ �' 6" DECIDUOUS - W DROP INLET EX 8" SAN W w w SIGN "r >_ 'C` "' / Y :•'j: �r• / OBJECT TREE Ui GRATE YARD INLET GRATE W W W W _--�: �'• , - OBJECT w FIRE SERVICE LINE TOP- DROP INLET : SAN SAN i _-sos.6o TOP-5os.37 R=5 S SAN S� -- - - - DRAT -iijs7AMcE LEFT- 17ti' CG-2 {TYP TOP=500.28- �_ i �tGR Frl - + vv W LP 4 \ S zO/WC ��,� «:.: 1 �� EL 500. _ € � :rw - ,• � q , P 0 - N80 2 1'�13"E� NO LEFT -f>'v d" DECIDUOUS B�XB TEE 15i; ::3k M ' -_ v v b v .V a v S 5- LP v x TURN SIGN ,�1 ! : TREE 1 - v y ^a- °_- `<' w•:M : BM PK NAIL / S'V gas°5o, -s �oo.aa >? _ -ram EL=S t 8.Z8 / EYE C� 12 GR W_ ram« - - 5TOP SIGN ' � �' b - - � � • 4 � - SPEED LrrvuT %� G-12 ' SANITA`t '. : 4 . + + IF THIS DRAWING LS A REDUCTION 25 SIGN / 10 XB .00 GR 4ss•sa. . LATE L"`:` .n°!h' 4--- G 6" ''RED METER ` �Q ` i " ' " v GRAPHIC SCALE MUST BE USED Q�l)1 t - DECIDUOUS - " . l l GR 1 / GR J - Q f ' - P 11.25 HB VAULT 507,00' / PEED L1 rT �; VIE! TREE- // / 25 SIGN SCALE' 1' 20' - 90' HB / / FF (BUILDING) / 40 `I _ CONGAS [NV=521.64 + r ' n180°21 ' 13 "E 509.5d, BOX q, _ d JUNCTIO f 13.50' `L S37'06'30"W f 4' d=023°21 '47" / / FF (ENTRY COURTYARD) / / ! 6» + j .q 25.95'� -f`�l ENTRY GARAGE b� ~ DECIDUOUS UOUS + 2Q' 0 20' k 4• b 4 a __� R=203. 50' <� �_., CL = 82.41 / / / . DECIDUOUS L=82.98L� ' EX GASLINE EASEMENT rn al •4 6" CND=S23°40'06"W D.B. 4186 P. 321 I 1►'.' LP + { _ TREE I / MAI DELIVERY Q H ICKUP : ,4 � DECIDUOUS N T ! $ � - + u o TREE(INTERNAL, J r� f �- CONNECT TO AR TO U LDI G. / �/ W W RE R TO ARC ITE 7 RAL DRAWINGS / � I R=2' + j QcISTING SIDEWALK IN q d T022 07'39" 127.50' FOR DET LS Ex 12" ,k I-�-� .'520,00' _ L=48.9.3' LINE AND ON GRADE ) Q' I� �, § 3,"' a Q �+ GR v : ' �! L=49.24' �/ I c� WATER LINE 1 r`� z j CND=N26°02'41 "E FF COURTYARD A96.50 �' + :4� a4 PAR I N G GARAGE \ + DECIDUOUS 4 / , ca .. 1 TREE j 4 EI�NANC LEVEL o �F Q' d=008"09'46 / 23" INGRES ,/ C ,' . JJ R=201.50' ASEMENT R=23 CL=28.68' f / DOWN I r 1 ry PP D.B. 41..5 P. 249 ` Q } L=28 71 �+ 1- CG-2 ' ° CND=N 160405 "E GR • � . pia ° 1 1 S 00 b (Typ, \ + c� q 447 SPACE MULTI -LEVEL • s � j :' J / PARKING C3GE {REFER I `'�` { + - i f/ o� TO ARCHITECTURAL PLANS / / •. � l 4 � + NVArr PLACE l6 f FOR DETAILS) I TMP 61 W-03-24 DECIDUOI S , + MACEARLANE STONEFIELD LLC R=7 ZONED NMO x 1 TREE Q / o �1 f W :x EC U ( FLCJ�H CURB b . J' 4 R o� f I I CG 12 Q SsiYsYSL coo-1 .4 - J / {T 1 r } / v 6' I j i RIGPT.;a TURN =' •p «l / / / ,` pi r LJ : . _ v ON0- SIGN 4 4 / / 1 2 I i e °� ( GO) 4- 3 BLOCK D-3 HYATT PLACE HOTEL EX VARIABLE WIDTH ;j POWER ESMT FF (GROUND FLg Q R �°�7 Q 4 ' D.B. 4160 P. 199 0 Q0 YARD DRAIN / W ' 4 6 STORIES INLET (TYP) CG�12 FFE=496.5 D-/ R= .5' f ' BLO`CK I 7 LOADING 9 J I J 4 APARTM AREA s '( ENT BUILDING �°' f 4. 67,493 Fly ENT ° ' Q CRO SWALK j Q4 : ! VOIM TAST UP 1 {j 61 f�1 DOWN I , - '. s 14 f DEC[ ous 1 / / 496,50, R=23' 4 �REE v R f a /EILTERRA d 495•00' V) 6 INV= 94.67 �. 4 N ELOS b ULT / / / / n GR i c� CG 2 + + y j + / b z N 4 51 - 4: 1 + J / o r 6 » - + I fJ + I j f f DECIDUOUS j TREE C� / IDBS IGHT DISTANCE ' GAS LINE TO BE 1 8' RELOCA D_I 4 EASEMENT / RELO TED BY OTHERS ' 1 b B'X4 + - 4 Qf s 4135 P. 249 C)" .CONNECT TO CG 2 TYP cR FlLTER+ ! j \ EXISTING SIDEWALK IN ( ) /1 CONCRETE - s( 6 DROP INLET + / TO) 94.17 RIGHT TURN a E \ {GYP) 4s6°50•}�� I j ONLY SIGN I UNE AND ON GRADE/�, `-- 49g°00 SIDEW 496°50',yN:: l; + + SIGHT DISTANCE )'hYr J GR_ (� 4 EASEMENT GR 4 _ / GR + D.B. 4135 P. 249 CIDUOUS Tf-�nR S GR 5� ...:.,.,,,,:,..:,>;•I STO T- 4 4 STONE E d 14 01 1 °40'27 ., 4 WAL 508' PE RIA '� 50.77 _ -�+�e o r' 4 -- •`y ROSS NV+w�!4 s& ~ .c' iG_-• V - p• � b o o _+b b C ,r .,W ' ♦ .b •. v .,_�P C_�, Q 9b I 1 y .. DROP INLET x ;f ^� TRAFFIC ! \ - t�iD SIGN TOP=514.83 D ,�'. CROSSWALK' oo LP / 4 DRAIN LEADER �� x 1 �' _ °27'48 LPG POST'„ �FiD N24 , 4 t r • v LP s rurh - a I "E--- STORM � SEWER tFIC �' �' \ -�8.55 ..-'"'fig°3 /Q 4 46..5 ' ix Y, R=102 I 1 +: �• �•� '►� 5 9 SIDEWALK S09°38'30"E,> a AULr �-2LANDCAPED,DROP .INLET 46.4 3. 43.5 AAAINTENENCE 8" 1 18' N41 °00'S1 "E z `• /AREA - EASEMENT ° "IS R ^--" GRATE DECIDUOUS # eq \ `. \ y FO �• LP 8 DECIDU � - � TOP=5100.46 D.B. 4135 TREE i 8.36' DECIDUOUS P. 249 ,..� u .u,.,..,�.u.:..... TREE DISTRICT AVE. a' 8' CONNECT TO EXISTING ..:..-.,, DECIDUOUS DROP INLET TREE DECIDUOUS DECIDUOUS a 1 46, 6 GRATE TREEDROP INLET HANDI PED< � � RAMP IN a 4 TOP=.505.43 TREE GRATE LIE D ON GRADE a� TRAFFIC + TOP=494- I vR ., 26 37 POL �? DECIDUOUS w••- •-•° �::>,� a:.:. TREE s f', lVARIABLE WIDTH a;4 DECIDUOUS INGRESS/EGRESS EASEMENT one I TREE 8' W.. _. D.B. 4135 P. 249 DECIDUOUS ,.-,.,.° ., r. ,w............. -w-.... ..,v...,_..w....., _•, _. TREE EX 12' SIGHT DISTANCE EASEMENT , TR� FFIC f w.. WATER LINE D.B. 4135 P. 249:,.w;:.>;,.. <. / STOn E IELD W W W W t, J y. 1 d=01 P39'25' VAULT �- '~ fJ SIDEWALK W W W W W \ "° b A/,AROI 1S1GN a R=94. 0 W W W W .Y 1 W W 4V /y �1 � e, k: � A AIIA1NTENENCE W D JUNTION ti"` CL=19.09' ,�r ''f ° EASEMENT " BOX ',,'<€p wz. ,. ova„ ak::' C� I Wu.y L .i•,g ..} „• w.° .,.a,e p ..,� D.B. 4135 P. 249 a + w 4 CND= 36 07'45 "E I 46 a „ .. ,,: + _M. , .W..•W € . .. . .,.. + a 4 !<�E ` _ .... d q .44 _ ,4 .r.,::.v:.vuse.:,..:.:<.,,,,.u,•:.;.,:...x-4 4+ g d d _ .,..ly..., ...,.<.^w`."" , w,'""..H w OF �j DEslcnrEJDB PROJECT: STONEFIELD BLOCK D-1 SET REV No. ENGINEERS INITIAL SITE PLAN - SURVEYORS DRAWN B ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: KW JOHN DAVID BEIRNE JR PLANNERS TITLE: Lie. No. 042267 DIHR BY: SITE LAYOUT PLAN C_8 �w AssOClATES HF N SHEET NUMBER: 0, ,v PO Box 4119 3040 Avemore Square P1. Lynchburg, VA 24502 Chad.na sville, VA22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: & PIA L Phone. 434.316.6080 Phone: 434.984.2700 + IO www.wwassociares.net 2190$0.02 904002C_SP-1.dwg CML H: i =20 10/17/19 $ of N0. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE V. N A NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. - 4, THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH)IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE, THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH, o 5 CG-2 IS TO BE USED ON ROADWAYS MEETING Z THE REQUIREMENTS FOR CG-6 AS SHOWN IN w APPENDIX A OF THE VOOT ROAD DESIGN MANUAL, uWi IN THE SECTION ON GS URBAN STANDARDS. 2" RADIUS -N � D. n r• w n p D.o d b. SURFACE in �' •� A- BASE .' • D.e D.s' b. 6" ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED ERENCE STANDARD 6" CURB 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 1 4" MIN. T 4„ j4� /-2" R r D.y • D.� s6• r�• D.pPD.o�D s• D.e • a.' ' D 8" 5'-0" UNLESS OTHERWISE NOTED ON PLANS 1/4":1" SLOPE UNLESS OTHERWISE NOTED ON PLANS CG-2 io SURFACE BASE SUBBASE ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 201.01 i T4w-MT NO. 21 A NOTES: L-- COMPACTED SUBGRADE 7 AGGREGATE 1. SIDEWALK TO BE POURED VDOT CLASS A3 CONCRETE. 2. DISTANCE BETWEEN SCORE LINE NOT TO EXCEED 5' IN LONGITUDINAL DIRECTION. 3. SIDEWALKS ADJACENT TO BUILDINGS SHALL SLOPE AWAY FROM THE STRUCTURE. SIDEWALK -DETAIL NOT TO SCALE CC-12 GENERAL NOTES: 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2. ALL DETECTABLE WARNING SURFACE PRODUCTS SHALL MEET THE REQUIREMENTS OF SECTION 504 OF THE SPECIFICATIONS FOR CG-12 DETECTABLE WARNING SURFACE. DETECTABLE WARNING SUFACE PRODUCTS USED SHALL BE FROM THE MATERIALS APPROVED PRODUCT LIST NUMBER 72. 3 SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. REQUIRED BARS ARE TO BE N0.5 x 8" PLACED V CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 11/2". 5. ROADWAY CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 6. CURB RAMPS ARE REQUIRED FOR SIDEWALKS AND SHARED USE PATHS. THE WIDTH OF THE CURB RAMP SHALL MATCH SIDEWALK WIDTH. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. 7. DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH OF THE CURB RAMP LANDING FLOOR. 8. CURB RAMPS WILL BE INSTALLED AND LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. CURB RAMPS SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES, LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. 9. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. 10. DETECTABLE WARNING SURFACE PANELS SHALL BE INSTALLED FLUSH WITH THE BACK OF CURB, 11. WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE WARNING SURFACE SHALL HAVE 5' A FACTORY RADIUS OR BE FIELD -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH THE BACK OF CURB. SEE CG-12-INS PAGES 204.06 NOTE COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) CURB WHEN REQUIRED (CG-2 OR CG-3 IN LINEAR FEET) DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD BE SUMMARIZED FOR EACH CURB CUT RAMP. SIDEWALK 48:1 MAX RAMP 12:1 MAX \ I 3 - 10:t MAX TYPE A PERPENDICULAR 5, MIN 12�1 MAX TYPE B PARALLEL an `•'\u w"'"r�,.--- - 1 MAX 1 =_MAX�p � AND 204.07 FOR METHODS OF INSTALLING DETECTABLE WARNINGS ON A RADIUS, 4•M1N���I�ll �^ -,-`-'�s•--s'`'' AT , 2" HIGHER THAN EDGEE OF PAVEMENT AT ;X * , SAME AS TOP OF CURB TYPE C PARALLEL & PERPENDICULAR TRUNCATED DOME o .6"-2.4" C-C / O 0 0 0 0 0 0 0 Z Ell (b 0 0 0 oP0110 0 0 0 0 e 0 0 0 0 00 0 0 0 0 LANDING RAMP V 0 Cl 0 0 0 0 0 0 0 0 0 0 0 0 0 1 o m. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 j 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 50X-657. OF BASE DIAMETER TOP DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DETECTABLE WARNING t AT BACK OF CURB t__I Or 9"-1.4' L VARIABLE FULL WIDTH OF RAMP FLOOR SEE NOTE 17. BASE DIAMETER PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL 1VDOT A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THECENTRAL OFFICE. SPECIFICATION ROAD AND BRIDGE STANDARDS CG-12 DETECTABLE WARNING SURFACE REFERENCE SHEET 1 OF 5 REVISION DATE (GENERAL NOTES) 105 502 204.01 04/19 VIRGINIA DEPARTMENT OF TRANSPORTATION 504 (///////1.5" SM-9.5A ASPHALT 6" PAVE OVER PRIME AT 0.4 GA/SY - PAVE OVER PRIME AT 0.1 GA/SY PAVEMENT SECTION DETAIL NOT TO SCALE cc 1z A #5 DOWELS, B" LONG AT 12" C-C _\ 5,^ V PERMISSIBLE CONSTRUCTION JOINT , 12:1 MAX 12'1 MAx.- 5' MIN 4' MIN t WITH BUFFER STRIP RAMP 1 _,] RAMP MAX / (SEE TABLE) A (SEE TABLEl�TRANSI T ION GUTTER PAN SLOPE ' GJ TO 20:1 THROUGH RAMP LENGTH 5 MAN TRANSITION GUTTER PAN SLOPE t TO 20.1 THROUGH RAMP LENGTH GUTTER PAN MAXIMUM SLOPE 20:1 v 5'-0" MIN SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB 48 :1 MAX 20`1 48 = 1 MAX. 1. 2' MIN. SECTION A -A DETECTABLE WARNING SURFACE PERMISSIBLE CONSTRUCTION JOINT SECTION B-B NOTES: 1. FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF 5. 2. THE REQUIRED LENGTH OF A PARALLEL RAMP 15 LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. 3. GUTTER PAN SHALL BE A MAXIMUM SLOPE OF 20:1 AT THE RAMP OPENING. 4. DIAGONAL PLACEMENT IS NOT PERMITTED. TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 B 4 B 12 s 10 1s 6 14 15 1V DOT ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 1 REVISION DATE 204,03 04/19 12.1 MAX. - v WITHOUT BUFFER STRIP EXAMPLE INSTALLATION METHODS - SEE PLANS FOR LAYOUT LAIIDING 43:1 MAX. SLOPE WCURB CROSSWALK GROR SCONCRETE ONE DIRECTION WITHOUT BUFFER STRIP CROSSWALK LANDING 48:1 MAX. SLOPE 5- WN x ONE DIRECTION WITH BUFFER STRIP CROSSWALK CONCRETE II II CROSSWALK TWO DIRECTIONS SMALLER RADII GRossSALK WITHOUT BUFFER STRIP TWO DIRECTIONS LARGER RADII WITH BUFFER STRIP A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE_ SPECIFICATION CG-12 DETECTABLE WARNING SURFACE REFERENCE TYPE B (PARALLEL) APPLICATION 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 504 EXISTING " TRAVEL LANE/PARKING 12 MINIMUM EDGE OF EXISTING PAVEMENT AS DETERMINED IN FIELD EX PAVEMENT SECTION SMOOTH SAW CUT EX PAVEMENT TO BE DEMOLISHED PAVEMENT DEMOLITION DETAIL FOR UNCONFINED PAVEMENT EDGES NOT TO SCALE of ci D BEIRNE JR CJOIHNN �' (�Lynchburg, A L �', it ENGINEERS PLANNERSTITLE.042267 ASSOC�IATES PO Box 4119 3040 Avemore Square Pl. VA 24502 Charlottesville, VA 22911 Phone. 134.316.6080 Phone: 434.984.2700 www.wwassociates.net oFsrcNEJDg: PROJECT: STONEF1ELD BLOCK D- 1SET SITE PLANSURVEYORS COUNTY. VIRGINIA REV N0. QRawN sr:INITIAL KiMALBEMARLE DRAWING NUMBER: �'-9 DETAILS DINR BY: H SHEET NUMBER: 9 of 11 WWA NUMBER: 219040.02 FILE NAME. 904002C_ND-ND DISCIPLINE. CML SCALE: H: NIA V. N A DATE. 1011711 Q N0, SHEET REVISION BY DATE N0. SHEET REVISION BY DATE EX 15' CENTRAL TELEPHONE 4� EX 15' POWER fjIIJ COMPANY ESMT I �1� . I ESMT PU BLIC EASEMENT D,3� 42B2 P. 743 D. B� Cn 4160 D.B. 224 P. 145 1 P 199 D� 13 741 P 249 + 2,5 EGRESS Z-) + 0 EASEM + A =005'1 0'06 249 EX 20' ACSA WATER EASEMENT - R= 126.50' '--INGLEWOOD DRIVE D B. 4391 F 3,31 EX 12 + V) WATER LINE CL 17.41' L= 11.4 1' W W 4✓CH S 1 _7'_33'55 W W STOP 6" DECIDUOUS W W X 1". 1, . .. DROP INLET T. \N w W W W SIGN X 8 SAN _ \TREE \N GRATE YARD INLET GRATE W w C, TOP=505.60 TOP=505�37 DROP INLET ?SAN SAN SAN �N GRATE TOP= 500 28 w GL,6woo j if < < of w� 3k J 'c/q N g U), A N83,1 1,0 26, r �j D D Lwo + LP EL-- 7 \N�W - W 4 \N ­�w I TURN SIGN T FF BM PK INL T 4 EL=518.26 A L 500,00' =77 — — --- . .1 7- : , r NO LEFT /w 6 DECIDUOUS 4 1 7 9 x ml LP* �GR 4 D SPEED LliMfT IF + + IF THIS DRAWING IS A REDUCTION J502.16' 1 w -1 25 SIGN 507,00' 496,50' v A� 0 6 03,00' OR GRAPHIC SCALE MUST BE USED OR 4 DECIDUOUS GR PEED LI TREE- 507,00' -P* � 25 SIGN SCALE: 1* = 20' FF (BUILDING) COMCAS' N80'2 1 '13 "E JUNCTIO 4 496,50' Ar 13.50' 509,50' + j4 02X2 1 '4 7 BOX 6" S3 7'06'30 "W "FF (ENTRY COURTYARD) M21.11— DECIDUOUS 0 25.95' \R=20,3.50' ENTRY 0 GARAGE TREE 20' 20' CL=82,41' 4 L DECIDUOUS L=82.98' EX CASLINE EASEMENT < 4 1 F_� TREE 6" CHD=S23-40'06"WI D.B. 4186 P. 321 LP DECIDUOUS k� 0 TREE W w kn A -1022'0 7'Jg w w � f 12 7.50' > 496,50' EXX 12" L=48.9�3' OR or WATER LINE 0 -, , _D L=49.24' /mLD1,3_1 I - 4 0 CHD=N26'02'41 "E FF COURTYARD F + ic :4:' C 0 44 U 6 PAR�ING GARAGE DECIDUOUS -T u 1A �008'09'46" EST ANC LEVEL Q. TREE 4 2,3' INGRES R=201.50' SEMENT L=28,7 1' 496,00' CL=28 68' DOWN 0. B. 4 1. 5 P. 249 p CHD=N 16'04'05 "E OR if 7�T jXX 7 .4 0c) C'4 PA 00 HYATT PLACE 6 TMP 61W-03-24 DECIDUO( S MACFARLANE STONEFIELD LLC 0 TREE ZONED NMO D.B. 4165 P. I W4 , Ift ur 0 4 496,50' . ;` 4 . RICH TURN ON111 SIGN BLOCK D-3 J .4 EX VARIABLE WIDTH 496,50 z a. r HYATT PLACE HOTEL POWER ESMT FF (GROUND FLOOR) 0 6 STORIES k D.B. 4160 P. 199 111 00 FFE=496.5 BLO/CK D- 1 v COMC�ST A VAULT UP DOWN .4 DEC[ Ous 496,50' �IREE j GR 4 A FILTERRA 495,00' V) INV=' 94.67 GR NE LOS (4 ULT T4 i )`496.o If + 516,50' < i ji ` 6" a ' + + OR DECI UOUS TREE DA SIGHT DISTANCE EASEMENT + — - D.B. 4135 P. 249 496,50' 496.50'--\ DROP INLET C) OR TOP- 94.17 + RIGHT TURN 499,00' UP er496.50 SIGHT DISTANCE ONLY SIGN 500,00' Qz_ 496,50' EASEMENT 0 5 P. 249 OR OR + D.E. 47 CIDUOUS 1w �TOP� 4 STONE E A_=0 11'40 '21" --2np r) — -- m- OR SIGN • ti WAL PE R!A 77' RO JN-9-- SKI CL 52 '�' _:_� �-.- v L .8 D_�S - ROP INLE� UE-A SIGN 2 FTC 04 N DP=514.83 P0QP CROSSWAL QP) x QPj P 1�� N2 -2 7'48 "E--- lr�)p LP Ip POST YQ 6FIC 8.55 -, SIDEWALK S09'38'30 "E LT DROP JNLET MAINTENENCE 81, 413 4 1 J. 18' EASEMENT DECIDUOUS *00'51 "E AHLA R GRATE TOP=5(00.45 D. 4135 TREE 0.00 V0.1 DECIDUOUS P. 249 �D4 7. 8 IMLL DISTRICT AVE. -DROP INLET DECIDUOUS 8" TREE DECIDUOUS DECIDUOUS 46. b GRATE TREE TREE DROP INLET TOP=505.43 TRAFFIC OP 46� 7 "E HT 8" z - POLE ;7' DECIDUOUS TREE VARIABLE WIDTH m -1EGRESS EASEMENT 15 INGRESS TREE DECIDUOUS 8" D�B. 4135 P. 249 . ......... DECIDUOUS w. TREE EX 12 SIGHT DISTANCE EASEMENT �>.,.w..,:,..... FFIC WATER LINE D.B. 4135 P. 249 STO� EF)VELD A=011',39'25" VAULJ w w w w VV w - w MA ti w w w w W ROUI ,SIGN R=94.40' \N SIDEWALK ION L-CL= 19!09' VIAINTENENCE IN JUNI. EASEMENT BOX D.B. 4135 P. 2� CHD136'07'45­E 46.8 4 4-6�9 11M, TH OF lrJ DESIGNED BY, PROJECT. STONEFIELD BLOCK D- 1 SET REV. NO. ENGINJDB INITIAL SITE PLAN _LJRV DRAWN BY. SURVEYORS ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: ci KTW JOHN DAVID BE JR'� PLANNERS DIHR BY: TITLE. c— 10 Lie. No. 0422V Q�l LANDSCAPING PLAN 4) ASSOCIATES HFW & PO Box 4119 30,10Avemore5 uarePl. SHEET NUMBER: q Lynchburg, VA24502 Chmicin—illi WWA NUMBER: FILE NAME. DISCIPLINE. SCALE. DATE. Phone; 134.316.6030 Phont: 434.93,1,2700 CML H: 1�=20' SHEET REVISION BY DATE I NO. SHEET REVISION BY DATE GNP L www.wivassociates.net 219040.02 904002C—LS—I.dwg V. NIA 10117119 10 Of 11 1. TREE PROTECTION FENCING SHALL BE INSTALLED PRIOR TO CLEARING AND GRADING CONSTRUCTION. 2. LIMITS OF CLEARING AND GRADING SHALL BE NO CLOSER THAN THE OUTSIDE DRIP -LINE, BUT NOT LESS THAN 5 FEET FROM THE TRUNK OF THE TREES TO BE PRESERVED. 3. ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 4. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIP UNE OF TREES TO BE PRESERVED AND PROTECTED. 5. ALL TEMPORARY EROSION CONTROL MEASURES AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES SHALL BE COORDINATED SO TO NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. 6. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIP UNE OF TREES TO BE PRESERVED AND PROTECTED. 7. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIP LINE OF TREES TO BE PRESERVED AND PROTECTED. TREE PROTECTION FENCING SHALL BE INSTALLED ACCORDING TO THE DETAILS HEREIN AND THE EROSION AND SEDIMENTATION CONTROL HANDBOOK. 8. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE UMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED BY THE COUNTY ENGINEER THAT TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. 9. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENTATION CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. 10. SOILS WHICH HAVE BEEN COMPACTED OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND PROTECTED SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL THE SOIL IS LOOSENED. 11. ANY AUTHORIZED ROOT PRUNING, BRANCH PRUNING OR OTHER TREE PROTECTION MEASURES SHALL BE CONDUCTED UNDER THE SUPERVISION OF A CERTIFIED ARBORIST OR FORESTER. 12. TREE PROTECTION MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEANUP. 13, SEE EROSION SEDIMENTATION CONTROL PLAN FOR TREE PROTECTION FENCING DETAILS. 1. LANDSCAPE CONTRACTOR SHALL CONTACT "MISS UTIUfY" AND HAVE ALL UTILITIES LOCATED BEFORE BEGINNING ANY DIGGING. 2. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL PLANT MAINTENANCE, INCLUDING SHRUBS AND GROUNDCOVER, AND SHALL MAINTAIN AREA IN A WEED AND DEBRIS -FREE CONDITION UNTIL PROJECT HAS BEEN ACCEPTED BY OWNER. 3. CONTRACTOR SHALL LAY OUT AND CLEARLY STAKE ALL PROPOSED IMPROVEMENTS INCLUDED ON THIS PLAN, INCLUDING PLANT MATERIAL FOR OWNERS APPROVAL PRIOR TO INSTALLATION. 4. CONTRACTOR SHALL BE LIABLE FOR DAMAGE TO ANY AND ALL PUBLIC OR PRIVATE UTILITIES. 5. NO EXISTING TREES SHALL BE REMOVED WITHOUT WRITTEN AUTHORIZATION FROM THE COUNTY ENGINEER EXCEPT WHERE NOTED ON PLANS. NO GRUBBING SHALL OCCUR WITHIN EXISTING TREE PROTECTION AREAS. 6. CONTRACTOR TO VERIFY PLANT UST TOTALS WITH QUANTITIES SHOWN ON PLAN. LANDSCAPE ARCHITECT SHALL BE ALERTED BY CONTRACTOR OF ANY DISCREPANCIES PRIOR TO FINAL BID NEGOTIATION. UNIT PRICES FOR ALL MATERIAL SHALL BE SUPPUED TO THE OWNER AT BIDDING TIME. IN THE EVENT OF A PLANT QUANTITY DISCREPANCY BETWEEN THE PLAN AND THE SCHEDULE, THE PLAN SHALL PREVAIL 7. ALL PLANT MATERIAL SHALL CONFORM TO CURRENT AMERICAN ASSOCIATION OF NURSERYMEN'S STANDARDS AND TO HORTUS THIRD (1977 EDITION) FOR BOTANICAL AND COMMON NAMES. 8. ALL MATERIALS SHALL BE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT. OWNER SHAD_ RECEIVE TAG FROM EACH PLANT SPECIES AND A LIST OF PLANT SUPPUERS. WHERE ANY REQUIREMENTS ARE OMITTED FROM THE PLANT UST, THE PLANTS FURNISHED SHALL MEET THE NORMAL REQUIREMENTS FOR THE VARIETY PER THE AMERICAN STANDARD FOR NURSERY STOCK, LATEST EDITION, PUBUSHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN (AAN). 9. WHERE TREES ARE PLANTED IN ROWS, THEY SHALL BE UNIFORM IN SIZE AND SHAPE. 10. SIZES SPECIFIED IN THE PLANT LIST ARE MINIMUM SIZES TO WHICH THE PLANTS ARE TO BE JUDGED. FAILURE TO MEET MINIMUM SIZE ON ANY PLANT WILL RESULT IN REJECTION OF THAT PLANT. 11. ALL PLANTS SHALL BE FRESHLY DUG, SOUND, HEALTHY, VIGOROUS, WELL BRANCHED, FREE OF DISEASE, INSECT EGGS, AND LARVAE, AND SHAD. HAVE ADEQUATE ROOT SYSTEMS. BALLED AND BURLAPPED PLANTS SHALL BE DUG WITH FIRM NATURAL BALLS OF EARTH. BALL SIZES SHALL BE IN ACCORDANCE WITH A.A.N. SPECIFICATIONS. ALL CONTAINER GROWN STOCK SHALL BE WELL ROOTED AND ESTABLISHED IN THE CONTAINER IN WHICH IT IS SOLD. AN ESTABLISHED CONTAINER GROWN PLANT SHALL HAVE A ROOT SYSTEM SUFFICIENTLY DEVELOPED TO RETAIN ITS SHAPE WHEN REMOVED. 12. ALL PLANT MATERIAL SHALL BE NURSERY GROWN UNLESS OTHERWISE SPECIFIED, AND SHALL BE GROWN FROM THE NURSERY WITH A SINGLE LEADER UNLESS OTHERWISE SPECIFIED. PRUNING OF LEADERS OF TREES IMPROPERLY GROWN FOR THE INTENT OF THE DESIGN SHALL BE REJECTED. NO PRUNING SHAD_ BE DONE BEFORE PLANTING OR DURING THE PLANTING OPERATION EXCEPT FOR PRUNING OF BROKEN LIMBS DUE TO HANDUNG. PLANTS SHALL BE PRUNED PRIOR TO DELIVERY ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT. 13. ALL PLANT MATERIAL SHALL BE COVERED AND PROTECTED FROM EXCESSIVE DRYING DURING TRANSIT AND DURING ONSITE STORAGE. ROOTBAL S/ CONTAINERIZED PLANTS ARE TO BE; THOROUGHLY WATERED DAILY IN THE MORNING. UNDER NO CIRCUMSTANCES ARE TREES TO BIE STORED ONSITE FOR MORE THAN ONE WEEK. 14. NTI-DESICCANTS SHALL BE APPUED ON ALL MATERIAL DUG WHILE IN LEAF. 15. TREES SHALL BE LOCATED A MINIMUM OF 4' FROM BUILDING WALLS, RETAINING WALLS AND SIDEWALKS WITHIN THE PROJECT. IF CONFLICTS ARISE BETWEEN ACTUAL SIZE OF AREA AND PLANS, CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT FOR RESOLUTION. FAILURE TO MAKE SUCH CONFLICTS KNOWN TO THE OWNER OR LANDSCAPE ARCHITECT WILL RESULT IN CONTRACTOR'S LIABILITY TO RELOCATE MATERIALS. 16. CONTRACTOR TO SUGHTLY ADJUST PLANT LOCATIONS IN THE FIELD AS NECESSARY TO BE CLEAR OF DRAINAGE SWALES AND UTILITIES. FINISHED PLANTING BEDS SHALL BE GRADED SO AS TO NOT IMPEDE DRAINAGE. 17. TREE STAKING AND GUYING SHALL BE DONE PER DETAILS, IF NECESSARY. CONTRACTOR SHALL ENSURE THAT TREES REMAIN UPRIGHT FOR THE DURATION OF GUARANTEE PERIOD. STAKING AND GUYING SHALL NOT POSE ANY SAFETY HAZARD. 18. SHADE TREES: HEIGHT SHALL BE MEASURED FROM THE CROWN OF THE ROOT BALL TO THE TOP OF MATURE GROWTH. SPREAD SHALL BE MEASURED TO THE END OF BRANCHING EQUALLY AROUND THE CROWN FROM THE CENTER OF THE TRUNK. 19. ALL CONTRACTORS SHALL BE REQUIRED TO COMPLETELY REMOVE ALL TRASH DEBRIS AND EXCESS MATERIALS FROM THE WORK AREA AND THE PROPERTY (ESPECIALLY AT ALL CURB, GUTTERS AND SIDEWALKS) DAILY DURING INSTALLATION. 20. CONTRACTOR SHALL GUARANTEE ALL LANDSCAPE IMPROVEMENTS, INCLUDING SEEDING, FOR ONE FULL YEAR AS REQUIRED BY THE SPECIFICATIONS. CONTRACTOR MUST CONTACT THE OWNER AT LEAST 10 WORKING DAYS IN ADVANCE TO SCHEDULE ACCEPTANCE INSPECTION(S). 21. DEAD PLANTS ARE TO BE REMOVED FROM THE JOB BY THE CONTRACTOR WEEKLY. CONTRACTOR SHALL MAINTAIN AN UPDATED, COMPREHENSIVE UST OF ALL DEAD MATERIALS REMOVED AND PRESENT A COPY OF THE UST TO THE OWNER AT THE END OF THE CONTRACT PERIOD. CONTRACTOR SHALL REPLACE GUARANTEED PLANTS AT THE END OF THE GUARANTEE PERIOD OR CLOSEST PLANTING SEASON. 22. THE CONTRACTOR SHALL POWER TILL THE ENTIRE PLANTING AREA TO A DEPTH OF 8" BEFORE PLANTING. ADD SOIL AMENDMENTS AS RECOMMENDED BY SOIL TEST AND DETAILS. 23. PLANTING BACKFILL MIXTURE SHALL BE THREE PARTS EXISTING TOPSOIL MIXED EVENLY WITH ONE PART ORGANIC COMPOST MIX. EXISTING TOPSOIL SHALL BE FREE OF STONES, LUMPS, PLANTS, ROOTS, AND OTHER DEBRIS OVER 2 INCHES. IT SHALL NOT CONTAIN TOXIC SUBSTANCES HARMFUL TO PLANT GROWTH. TOPSOIL SHALL HAVE A PH RANGE OF 5.5 TO 6.5. 24. REMOVE ALL BINDING MATERIALS BEFORE PLANTING. PLANTING SHALL OCCUR IN ACCORDANCE WITH ALL DETAILS. 25. TREES AND SHRUBS SHALL BE PLACED IN THE PLANTING PIT, AND MANEUVERED ONCE IN IT, BY LIFTING FROM THE BALL (NEVER FROM THE BRANCHES OR TRUNK). ALL PLANT MATERIAL SHAD_ BE PLACED IN A STRAIGHT POSITION WITHIN THE PLANTING PIT WITH THE MOST DESIRABLE SIDE PLACED TOWARD THE PROMINENT VIEW (SIDEWALK, STREET, ETC.). 26. THE TREE OR SHRUB PIT SHALL BE BACKFILLED HALFWAY INITIALLY WITH APPROVED SOIL MIXTURE AND TAMPED FIRMLY. ALL ROPES AROUND THE ROOTBAU_ SHALL BE CUT, WIRE BASKETS ARE TO BE CUT/REMOVED HALF OF THE DEPTH OF THE BALL AND THE BURLAP OR BALL WRAP IS TO BE PULLED BACK ONE-THIRD ON ALL B&B PLANT MATERIAL COMPLETE BACKFIL LING THE PLANT PIT AND TAMP FIRMLY. BACKFILL SOILS SHALL NOT COVER THE TOP OF THE ROOTBALL. 27. A SOIL INOCULANT CONTAINING MYCORRHIZAE AND ROOT BIOSTIMULANTS SHALL BE ADDED AFTER COMPLETION OF THE BACKFILLING. CONTRACTOR SHALL PROVIDE FERTIUZER APPUED AT THE TIME OF PLANTING PER SOIL TEST SPECIFICATIONS USING A SLOW -RELEASE NATURAL FERTIUZER. 28. MULCH MATERIAL SHALL BE AGED (6 MON MIN) SHREDDED HARDWOOD MULCH OR APPROVED EQUAL MATERIAL. SHALL BE MULCHING GRADE, UNIFORM IN SIZE AND FREE OF FOREIGN MATTER. 29. AFTER PLANTING, EVENLY SPREAD 3-4" OF SHREDDED HARDWOOD BARK MULCH OVER ALL PLANTING AREAS AND PULL BACK MULCH FROM PLANT STEM OR TREE TRUNK A DISTANCE OF 2" MIN. UNDER NO CIRCUMSTANCES IS THE TRUNK TO BE BURIED IN ANY DEPTH OF MULCH. IF NOTICED IN A POST -CONSTRUCTION VISIT, CONTRACTOR CAN BE ASKED TO RE -VISIT THE SITE AND FIX THE MULCH ACCORDINGLY. 30. ALL PLANTS SHALL BE THOROUGHLY WATERED WITHIN 24-HOURS OF PLANTING. 31. ALL SLOPES 3:1 OR STEEPER SHALL BE PLANTED WITH GROUND COVER PLANTINGS AND/OR VINES IN ACCORDANCE WITH TABLE 3.37-C OF THE VESCH (UNLESS OTHERWISE PROVIDED IN THE LANDSCAPE PLAN). 32. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPINGS OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 1. THE CONTRACTOR SHALL PROVIDE MATERIALS, LABOR AND EQUIPMENT TO COMPLETE LANDSCAPE WORK AS SHOWN ON THE PLANS AND PER THE PLANTS SECTION OF THE SPECIFICATIONS. 2. PLANT MATERIAL SHALL CONFORM TO THE SIZES GIVEN IN THE PLAN UST AND SHALL BE NURSERY GROWN IN ACCORDANCE WITH THE "AMERICAN STANDARD FOR NURSERY STOCK," LATEST EDITION. PLANT MATERIAL EXHIBITING A SPINDLY OR LOP -SIDED HABIT OR OTHER FEATURE THAT DETRACT FROM ITS HEALTH OR APPEARANCE WILL BE REJECTED. 3. PLANTING SHALL BE IN ACCORDANCE WITH STANDARD AMERICAN ASSOCIATION OF NURSERYMEN PROCEDURES AND SPECIFICATIONS. 4. CONTRACTOR SHALL CONTACT UTILITY COMPANY AND VERIFY THE CORRECT LOCATION OF UNDERGROUND UTILITIES WITHIN THE LANDSCAPED AREA PRIOR TO INSTALLATION OF PLANT MATERIAL. IF CONDITIONS ARISE IN THE FIELD WHICH NECESSITATES SHIFTING OF THE PLANT MATERIAL LANDSCAPE ARCHITECT IS TO BE CONSULTED PRIOR TO RELOCATION. 5. OBTAIN APPROVAL FROM OWNER BEFORE MAKING ANY SUBSTITUTIONS OR CHANGES. 6. PLANT BEDS AND TREE PITS SHALL HAVE A GRANULAR PRE -EMERGENT WEED CONTROL APPLIED PER MANUFACTURER'S RECOMMENDATION PRIOR TO MULCHING. 7. PRECAUTIONS SHALL BE TAKEN TO AVOID DAMAGE TO EXISTING PLANTS, TURF AND STRUCTURES. DAMAGED AREAS SHALL BE RESTORED TO THEIR ORIGINAL CONDITIONS. TURF AREAS DISTURBED BY PLANTING OR GRADING OPERATIONS SHALL BE FINE GRADED AND SEEDED OR SODDED. DEBRIS AND WASTE MATERIAL RESULTING FROM PLANTING OPERATIONS SHALL BE REMOVED FROM PROJECT AND CLEANED UP. 8. PLANT FOR BEST APPEARANCE FOR REVIEW AND FINAL ORIENTATION BY LANDSCAPE ARCHITECT. 9. PLANT BEDS AND PLANTING AREAS TO BE MULCHED TO A DEPTH OF 3" UNLESS OTHERWISE NOTED ON DRAWING. 10.ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 111OW MAINTENANCE GROUND COVER (NOT GRASS) SHALL BE INSTALLED ON ALL SLOPES STEEPER THAN 3:1. PLANTSCHEDULE & GRAPHIC SYMBOL KEY FOR EXISTING LANDSCAPE Symb Total Botanical Name Gammon Name Type Size Spacing Remarks Canopy@ Canopy CITY 10-Yr (sf) Total(so Amelanchier AG 2 g randifi ora 'Autumn Autumn Brilliance B&B 8' As Shown Ornamental (Flowering) 130 260 Serviceberry Brillance' PA 4 Platanus acerifolia Bloodgood London B&B 2 1/2" As Shown Shade 479 1,916 'Bloodgood' Plane Tree cal Gledits is Thornless 3 GT 3 triacanthos var. Honeylocut B&B cal al As Shown Shade 541 1,623 inermis 'Skyline' QP 13 Quercus phellos Hightower Willow B&B B&B 1/2" Shown Shade 419 5,447 'QPSTA' Oak cal TOTAL CANOPY OF TREIES AND SHRUBS IN EXISTING LANDSCAPE 9,246 PLANT SCHEDULE & GRAPHIC SYMBOL KEY FOR NEW LANDSCAPE Symb Iota! Botanical Name Common Name Type Size Spacing Remarks Canopy @ Canopy Q TM 10-Yr (sf) Total (sq QP 4 Quercus phellos Hightower Willow B&B 2 1/2" As Shown Shade 419 1,676 'QPSTA Oak cal TOTAL CANOPY OF TREES AND SHRUBS IN NEW LANDSCAPE 1,676 ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. LANDSCAPE TABULATIONS TREE CO)ERAGE: PROJECT AREA: 108,028 FT2 PERCENT OF TREE COVER REQUIRED: 10%6 CANOPY COVER REQUIRED: 10,803 FT2 CANOPY PROVIDED: 10,922 FT2 SET TOP 1/8 OF ROOT BALL ABOVE FINISHED GRADE GROUND GROUND ,, 6 w`f 2"X2" HARDWOOD-j STAKE 3 PER TREE. DRIVEN INTO FIRM SUBGRADE AT 45` 12" SET TOP 1 /8 OF ROOT BALL ABOVE FINISHED GRADE �c3%I11: G7 a N2 N 3 r [Z DOUBLE STRAND 12-GA. GALV. WIRE TWISTED IN 1/2- RUBBER HOSE 3" MULCH EXTENDED OVER BERM 3" EARTH SAUCER El I `-REMOVE BURLAP II I� FROM TOP 1/2 1 OF ROOTBALL SUBSOIL BROKEN WITH PICK THIS DETAIL FOR DECIDUOUS AND EVERGREEEN TREES OVER 12' IN HEIGHT BACKFILL WITH SOIL MIX OF 3/4 EXISTING SOIL & 1 /4 ORGANIC MATTER GUYING DETAIL FOR LARGE TREES NOT TO SCALE DOUBLE STRAND 12-GA GALV. WIRE TWISTED IN 1/2" RUBBER HOSE 6" FROM TOP OF STAKE HARDWOOD STAKE 2 PER TREE 3" MULCH EXTENDED OVER BERM 3" MINFL 3" EARTH SAUCER REMOVE BURLAP FROM TOP 1/2 OF ROOTBALL =-BACKFILL WITH SOIL MIX OF �- -1 l II' 3/4 EXISTING SOIL & 1/4 IS ORGANIC MATTER BROKEN/SCARIFIED WITH PICK OR SPADE 12" THIS DETAIL FOR EVERGREEN AND DECIDUOUS TREES UNDER 12' IN HEIGHT. PLANTING AND STAKING DETAIL NOT TO SCALE H OF % JOHN DAOID BEIRNE JR d Lic. No. 042267 Q, w 0, � O I O N A L S 1� 1 W� ENGINEERS SURVEYORS PLANNERS AssOCIATES PO Box 4119 3040 Avemore Square PI. Lynchburg, VA 24502 Charlottesville, VA22911 Phone. 434.316.6080 Phone: 434.98=t.2700 w .6080 assac hone: 4 DESIGNED 8Y: `1°s PROJECT: STONEFIELD BLOCK D-1 INITIAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA SET REV. NO. - DRAWN BY: KTM DRAWING NUMBER: C- 1 1 TITLE: LANDSCAPING DETAILS AND NOTES DIHR BY. HFW SHEET NUMBER: 11 o f 11 WWA NUMBER: 219040.02 FILE NAME: 904002C_LS-2• d w7 DISCIPLINE: CML SCALE: H• N/A V: MIA DATE: 1� f � 7/ 19 NO. SHEET- REVISION BY DATE NO. SHEET REVISION BY DATE