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HomeMy WebLinkAboutARB201900128 Plan - Submittal (First) 2019-12-09 (3)STONEFIELD BLOCK D-1 INITIAL SITE PLAN ALBEMARLE 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 61 W-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. .N 0 JJ Q FASHION SQUARE MALL 0 GOB `i 000 SITE �C�OQ4� SEMINOLE SQUARE y SHOPPING CENTER 0 US HWY 29/250 BYPASS s P oQ' 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) SITE DATA OWNER/DEVELOPER: ENGINEER: 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 D-1 APARTMENTS: 351 SPACES (,234 UNITS*1.5 SPACES/UNITI BLOCKS A-D TOTAL PARKING REQUIRED: 1,625 SPACES BLOCK D1 LAND USE SCHEDULE BLOCKS A-D PARKING PROVIDED: TOTAL SITE 2.48 AC. (100%) EXISTING SPACES: 1,500 SPACES PARKING REMOVED W/SITE PLAN: -279 SPACES BUILDING 2.01 AC. (81 %) STRUCTURED PARKING PROVIDED: 447 SPACES OPEN SPACE 0.29 AC. (12%) BLOCKS A-D TOTAL PARKING PROVIDED: 1,668 SPACES OTHER IMPERVIOUS 0.18 AC. (7%) � �;Ll'H OI � 11� Q Off✓ JOHN DAVID BEIRNE JR Lic. No. 042267 wj� ENGINEERS onSURVEYORS PLANNERS ASSOCIATES DESIGNED Y PROJECT. STONEFIELD BLOCK D-1 JD INITIAL SITE PLAN DRAWN BY: KTM ALBEMARLE COUNTY, VIRGINIA TITLE: DIHR BY: HFW WWA NUMBER: FILE NAME: 219040.02 904002C-CS- l.dwg COVER SHEET SET REV. NO. DRAWING NUMBER: C-1 SHEET NUMBER: 1of11 NO. I SHEET REVISION I BY I DATE I NO. SHEET REVISION I BY I DATE PO Box 4119 3040 Avemore Square PI. Lynchburg, VA 24502 Charlottesville, VA 22911 Phone: 434.316.6080 Phone: 434,984.2700 www.wwassociates.net DISCIPLINE: SCALE: DATE: CIVIL H: AS SHOWN 10117119 V: N/A C EX SYMBOL LEGEND NEW EXISTING LINETYPE LEGEND NEW AIR RELEASE VALVE PD` BUILDING OVERHEAD BENCHMARK/FFE - - - - ADJACENT PROPERTY LINE - - - - �O� BLOW OFF VALVE °�G - - R/W ADJACENT RIGHT-OF-WAY - - R/W ® BOLLARD 4) - - - - BOUNDARY PROPERTY LINE - - - - BORE HOLE - - R/W BOUNDARY RIGHT-OF-WAY - - R/W 0 BUILDING COLUMN 0 BUILDING SETBACK - - - - - - - - - - BUSH BUSH LINE © CABLE BOX © OHCT OHCT CATV OVERHEAD CEMETERY UGCT UGCT UGCT CATV UNDER GROUND CONIFEROUS TREE DRN DRAIN DRN ABBREVIATIONS DECIDUOUS TREE OHT OHT TELEPHONE OVERHEAD AFF ABOVE FINISHED FLOOR HB HORIZONTAL BEND RT RIGHT � DRAINAGE INLET GRATE UGT UGT UGT TELEPHONE UNDER GROUND AHD AHEAD HC HANDICAP R/W RIGHT OF WAY O DRILL HOLE > > DITCH CENTER LINE > > > ARV AIR RELEASE VALVE HDPE HIGH DENSITY POLYETHELENE SAN SANITARY SEWER t0 ELECTRIC METER BOX OO EASEMENT - CONSTRUCTION AND GRADING — — — BC BACK OF CURB HK HOOK SBL SOUTH BOUND LANE T ELECTRIC PANEL BOX T EASEMENT - SLOPE BF BLIND FLANGE HWL HIGH WATER LEVEL SD STORM DRAIN ❑E ELECTRIC PEDESTAL ❑E EASEMENT - SANITARY SEWER - — — — — - BFF BASEMENT FINISHED FLOOR ID INNER DIAMETER SDMH STORM DRAIN MANHOLE V ELECTRIC MAN HOLE (E) EASEMENT - STORM BM BENCH MARK INV INVERT SL SLUDGE � FIRE DEPARTMENT CONNECTION & EASEMENT - STORMWATER MANAGEMENT - - - - - - - - - BK BACK IPF IRON PIPE FOUND SQ SQUARE FIRE HYDRANT EASEMENT - UTILITIES BOV BLOW OFF VALVE IRF IRON PIN FOUND S.S. STAINLESS STEEL b FLAG POLE EASEMENT - WATER BW BOTTOM OF WALL IRS IRON PIN SET SSMH SANITARY SEWER MANHOLE © GAS MAN HOLE © OF EFFLUENT OUTFALL OF CATV CABLE TELEVISION JB JUNCTION BOX STA STATION GM GAS METER GM OHE OHE ELECTRIC OVERHEAD CG CURB & GUTTER LAT LATERAL STD STANDARD N GAS VALVE pd UGE UGE ELECTRIC UNDER GROUND UGE UGE CIP CAST IRON PIPE LF LINEAR FEET STL STEEL © GENERATOR © X X X X X FENCE BARBED WIRE CENTER LINE LP LAMP POST SW SIDEWALK a GROUND LIGHT 0-0-0-0 FENCE CHAIN LINK —0-0-0-0 CMP CORRUGATED METAL PIPE LT LEFT TBA TO BE ABANDONED GUY POLE ❑ ❑ ❑ FENCE WOOD 13 CO CLEAN OUT LWL LOW WATER LEVEL TBR TO BE REMOVED HANDICAPPED PARKING o 0 o FENCE WOVEN WIRE CONC CONCRETE MF MONUMENT FOUND TC TOP OF CURB H❑ HEAT PUMP 0 GAS GAS GAS UNDER GROUND COR BOUNDARY LINE CORNER MH MANHOLE TSV TAPPING SLEEVE AND VALVE O IRON PIN 0 GRAVEL CPP CORRUGATED PLASTIC PIPE NBL NORTH BOUND LANE TW TOP OF WALL LIGHT POLE J GUARD RAIL CY CUBIC YARDS NC NORMALLY CLOSED TYP TYPICAL MAILBOX p PAVEMENT ASPHALT DI DROP INLET NF NAIL FOUND UG UNDERGROUND MONITORING WELL Q PF PLANT FLOW PF DIA DIAMETER NO NORMALLY OPEN UGT UNDERGROUND TELEPHONE F-1 MONUMENT FOUNDi i i i RAILROAD CENTERLINE DIP DUCTILE IRON PIPE NS NAIL SET UGU UNDERGROUND UTILITY MONUMENT SET Fl RAS RETURN ACTIVATED SLUDGE RAS EF EACH FACE NIC NOT IN CONTRACT LION UNLESS OTHERWISE NOTED z PANEL POINT 8 ROAD CENTERLINE - - EL ELEVATION NTS NOT TO SCALE VB VERTICAL BEND - ' POWER METER 6 FM FM SANITARY FORCEMAIN FM ELEC ELECTRIC OC ON CENTER VHD VEHICLES PER DAY � POWER POLE QS SAN SAN SANITARY SEWER SAN EOP EDGE OF PAVEMENT PE POLYETHYLENE W WATER D-o- ROAD SIGN -o SF SLUDGE SL EOTL EDGE OF TRAVEL LANE PF PLANT FLOW WAS WASTE ACTIVATED SLUDGE SANITARY CLEAN OUT ® STORM SEWER u EQPT EQUIPMENT PGL PROFILE GRADE LINE WL WATER LINE O SANITARY SEWER MAN HOLE O STREAM CENTERLINE EW EACH WAY PP POWER POLE WM WATER METER -� SIGN TOB TOB TOP OF BANK TOB TOB EX OR EXIST EXISTING PROP PROPOSED WSE WATER SURFACE ELEVATION 0 SPRINKLER HEAD TOPO MAJOR CONTOUR FF FINISHED FLOOR PRV PRESSURE RELIEF VALVE WT WATERTIGHT O STORM DRAIN MAN HOLE O TOPO MINOR CONTOUR FH FIRE HYDRANT PS PLANTED STONE FOUND WWF WOVEN WIRE FABRIC TRAFFIC LIGHT POLE Ed TREELINE FM FORCE MAIN PVC POLYVINYL CHLORIDE XING CROSSING TELEPHONE MAN HOLE TT OHU 0HU UTILITY OVERHEAD FL FLOURIDE PVMT PAVEMENT YDS YARDS ❑T TELEPHONE PEDESTAL ❑T UGU UGU UTILITY UNDER GROUND FOC FACE OF CURB RAS RETURN ACTIVATED SLUDGE YH YARD HYDRANT TELEPHONE POLE $ WAS WASTE ACTIVATED SLUDGE WAS GALV GALVANIZED RCP REINFORCED CONCRETE PIPE Z TELEPHONE JUNCTION BOX ® W W W WATER LINE W W W GV GATE VALVE REQ'D REQUIRED � TEST PIT � BW BW BW WATER LINE - BACKWASH BW BW BW NOTES: I Q_ TRAFFIC CONTROL BOX ® WATER LINE - COLD CW CW CW 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL SYMBOLS AND ABBREVIATIONS SHOWN MAY NOT BE USED. ❑ TRAFFIC JUNCTION BOX 0 D D D WATER LINE - DRAIN D D D A TRAVERSE FBW FBW WATER LINE - FILTER BACKWASH WASTE FBW FBW UTILITY MARKER POST ❑❑ FE FE FE WATER LINE - FILTER EFFLUENT FE FE FE C-ch UTILITY POLE FW FW FW WATER LINE - FILTERED FW FW FW 0 VENT PIPE O WATER LINE - HOT HW HW HW OW WATER MAN HOLE OW NPW WATER LINE - NON -POTABLE NPW ATE WATER METER WP WP WP WATER LINE - PRIVATE WP WP WP WATER SURFACE ELEVATION RAW RAW WATER LINE - RAW RAW RAW X WATER VALVE wv WATER LINE - REVISED RWL 0 WELL WO WETLAND LIMITS YARD GRATE �Ll'H 01 DESIGNED BY: PROJECT: STONEFIELD BLOCK D-1 SET REV. NO. wm� B ENGINEERS SURVEYORS on ALBEMARLE INITIAL SITE COUNTY, PLAN VIRGINIA - DRAWN BY: DRAWING NUMBER: JoxN DavID BEIRNE JR PLANNERS KrM C-2 TITLE: DIFiR BY: Lic. No. 042267 AsSOCIATES HFW ABBREVIATIONS AND LEGEND SHEET NUMBER: eo rgX A2 304-Im—i ,VA2 911 Lynchburg, VA 24502 Charlottesville, VA ??91 I WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Phone: 434.316.6080 Phone: 434.9R42700 www wwassa Phone: 219040.02 904002C_ND-1.dwg CIVIL H: NIA 10117119 2 Of 11 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE V: NIA Y U 0 m 0 v 0 rn N i C GENERAL CONSTRUCTION NOTES FOR SITE PLANS (SOURCE: ALBEMARLE COUNTY ENGINEERING & PUBLIC WORKS POLICIES) 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). GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS (SOURCE: ALBEMARLE COUNTY ENGINEERING & PUBLIC WORKS POLICIES) 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 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE 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. MISCELLANEOUS NOTES 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 GENERAL UTILITY NOTES 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 95% 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. SITE PLAN NOTES 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. COORDINATION NOTES 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. GENERAL NOTES 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. GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER 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 NARRATIVE 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) RETAIL THIS SUBMISSION 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 F G 0 0 0 0 0 0 149,964 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 VH)BEIRNE (JJOfHINvI _°ES'G�'EJDe PLANNERS SSOCIATES PO Box rg,VA2 304-wtevi ,VA2 911 Lynchburg, VA 24502 Charlottesville, VA ??91I Phone: 434.316.6080 Phone: 434,984.2700 wwNv.wwassociatcs.net STONEFIELD BLOCK D-1sET SITE PLANENGINEERSSURVEYORS ALBEMARLE COUNTY, VIRGINIA REV. No. DRAWN BY:INITIAL KrM DRAWING NUMBER: TITLE: GENERAL NOTESC-3 DIHR BY: HFWSHEET NUMBER: 3 Of 11 WWA NUMBER: 219040.02 FILE NAME: 904002C-ND-2.dwg DISCIPLINE: CIVIL SCALE: H: NIA V : NSA DATE: 1011 7119 N0. SHEET REVISION BY DATE N0. SHEET REVISION BY DATE C EARTHWORK REQUIREMENTS 1.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. 1.2.2 ROCK EXCAVATION SHALL BE UNCLASSIFIED. ALL EARTHWORK EXCAVATION SHALL BE PERFORMED TO THE INDICATED ELEVATIONS. 1.2.3 BLASTING WILL BE PERMITTED ON THIS PROJECT AS SPECIFIED HEREIN. 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. 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. 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. 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. 2.1.4 PIPE BEDDING MATERIAL: VDOT NO. 57 COARSE AGGREGATE. 2.1.5 AGGREGATE FILL: VDOT NO. 5 OR NO. 57 COARSE AGGREGATE. 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. 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. EX EC UTION 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. 3.8.2 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. 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 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. 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. 3.10 FILLING AND BACKFILLING: FILL AND BACKFILL TO ELEVATIONS AND DIMENSIONS INDICATED. COMPACT EACH LIFT BEFORE PLACING OVERLAYING LIFT. 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 BLADING, ROLLING WITH A SMOOTH ROLLER, OR BOTH. 3.10.2 BACKFILL AND FILL MATERIAL PLACEMENT: PROVIDE FOR UNDER PAVEMENT, BUILDINGS & 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 BACKFILLING: 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 DEPTH OF 4 INCHES BENEATH THE PIPE INVERT. WHERE ROCK IS ENCOUNTERED, PROVIDE A MINIMUM BEDDING DEPTH OF 6 INCHES BENEATH THE PIPE INVERT. 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. 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. 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. 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 oT (JOHNID BEIRNE JR o. 042267AsSOCIATES �� o � _ PLANNERS PO Box rg,VA2 3040Avemo ,VA2 911 Lynchburg, VA 24502 Charlottesville, VA ??91I Phone: 434.316.6080 Phone: 434,984.2700 www.wwassociates.net DESIGNEJDY STONEFIELD BLOCK D-1 SITE PLANENGINEERSSuxvEYoxs ALBEMARLE COUNTY, VIRGINIADRAWING SET REV. No. DRAWN BY:INITIAL KrM NUMBER: TITLE: EARTHWORK REQUIREMENTSC-4 DIHR BY: HFWSHEET NUMBER: 4 Of 11 WWA NUMBER: 219040.02 FILE NAME: 904002C_ND-3.dwg DISCIPLINE: CIVIL SCALE: H: NIA V.-NSA DATE: 1011 7119 N0. SHEET REVISION BY DATE N0. SHEET REVISION BY DATE 01 3 -o 4 Z Uj N O O 1* O O1 G 0 'a N N 'v =r:. �G O O d- O _O N C v rL g) V) q) N G O -r.. N V_ I 0 Y U O m O V O rn N i 2�pF ALp�,jl cc ��!1 t7RaIN1P /i41�t� (1 � )ljjl !�) COUNTY OF ALBEMARLE B Y:------------- -----a Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 22902-4596 Fax (434) 972-4126 Phone 434 29G-5632 March 23,2012 Valerie Long 321 E. Main St., Suite 400 Charlottesville, Va 22902 RE: ZMA201100007 Albemarle Place/Stonefield Proffer A endure tas it has been TAX MAP, PARCELS: 061WO-03-00-019AO, D61W0-03 subdivided), 061W0-03-00-02300, 061WO-03-00-02400, 061WO-03-00-02500 Dear Ms. Long: Su ervisors a proved the above referenced application on March 14, 2012 in The Board of p p with the attached proffers dated March 13, Z012. Please refer to this document for accordance any future applications and requests on this property. emarle Count Board of Supervisors took action Please be advised that although the Alb y oved above ma lawfully on the project noted above, no uses on the property as appr abov have been met. begin until all applicable approvals have been received and condl This includes: . compliance with applicable PROFFERS; . compliance with conditions of any applicable SPECIAL USE PERMIT; . approval of and compliance with applicable SITE PLANS and SUBDIVISIONS; and . approval of a ZONING COMPLIANCE CLEARANCE. ave uestions or ,::.mments regarding the above -noted action, please do not hesitate to If you h q contact Rebecca Ragsdale at 296-5832. Sincerely, -o l irQ J lJ1/" V. Wayne ilimberg Director of Planning cc: Albemarle Place EAAP, C Albemarle Place EAAP LLC C/O Tom Gallagher P O Box 52B 7200 Wisconsin Ave. Columbia SC 29202 Bethesda, MD 20814 Albemarle Place/Stonefield PROFFER FORM Date: March 13, 2012 ZMA # 2011-00007 Albemarle Place/Stonefield Tax Map and Parcel Numbers: 061WO-03-00-019AO, 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 be rezoned to Neighborhood Model District (NMD) Albemarle Realty (E&A), LLC, a South Carolina limited liability company is the owner of two parcels of land that were subdivided from tax map parcel 061 WO-03-00-019BO, which parcels are shown as "Lot D2", containing 5.487 acres, and "Lot D3", containing 1.010 acres, each on a plat entitled "Plat Showing Subdivision of Stonefield, Jack Jouett Magisterial District, Albemarle County, Virginia" dated July 15, 2011, last revised November 10, 2011, prepared by W.W. Associates, which plat is of record in the Clerk's Office of the Circuit Court of Albemarle County, Virginia in Deed Book 4135, page 215 (tile "Subdivision Plat"). The Haven at Stonefield, 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 "I.ot E2" containing 7.638 acres, on the Subdivision Plat. For the puposes of these proffers, Albemarle Place EAAP, LLC, and Albemarle Realty (E&A), LLC are collectively referred to herein as (the "Owner"). Albemarle Place EAAP, LLC, a Delaware limited liability company, is the fee simple owner (the "Owner") of tax map parcels 061 WO-03-00-019AO, 061 WO-03-00-02300, 061 WO-03-00-02400, 061 WO-03-00-02500, and the residual portions of tax map parcel 061 WO-03-00-019BO that were not conveyed to either Albemarle Realty (E&A), LLC or The Haven at Stonefield, LLC. For the purposes of these proffers, Albemarle Place EAAP, LLC, and Albemarle Realty (E&A), LLC are collectively referred to herein as (the "Owner"). Tax map parcels O61 WO-03-00-019AO, 061 WO-03-00-02300, 061 WO-03-00-02400, 061 WO-03- 00-02500, and 061 WO-03-00-019BO (including the lots created there from pursuant to the Subdivision Plat) (collectively, the "Property"), are the subject of zoning map amendment application number ZMA 2011-00007 originally submitted as "Albemarle Place Proffer Amendment," which application name has been renamed to "Stonefield." Pursuant to Section 33 3 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the conditions listed in this proffer statement, which shall be applied to the Property if the rezoning is approved by Albemarle County. These conditions are proffered as part of the rezoning and it is acknowledged that the conditions are reasonable. The Albemarle Place/Stonefield project was originally approved by the County Board of Supervisors on October 22, 2003 as ZMA 2001-007, along with proffers from the prior owner• dated October 22, 2003, and a Code of Development prepared by The Cox Company dated Original Proffer•: Amendment: X October 15, 2003 (with Exhibit A to the Code of Development last revised July 8, 2010) (the "Code of Development" ). The Code of Development included an application plan (the "Application Plan"). The improvements proposed for the Property are collectively referred to as the "Project." The term "Owner" as referenced herein shall include within its meaning the owner of record and successors in interest. The term "Application Plan" refers to Exhibit A. The term "Code of Development" refers to Exhibit B, The proffers dated October 22, 2003 that were approved with ZMA 2001-007 were amended by proffers dated July 23, 2010 that were approved with ZMA 2008-0003 by the County Board of Supervisors on August 4, 2010, and by proffers dated August 5, 2011 that were approved with ZMA 2011-0004 by the County Board of Supervisors on September 7, 2011. These proffers amend and supersede the proffers accepted in conjunction with the approval of ZMA 2001-007, ZMA 2008-0003, and ZMA 2011-0004. The headnigs of the proffers set forth below have been prepared for convenience or reference only and shall not control or affect the meaning or be taken as an interpretation of any provisions of the proffers. 1. Phasing of Improvements: The Owner shall phase development of the Project as follows: A. Phase 1: Phase I of the Project shall be composed of Blocks A, B, C and D as shown on the Application Plan, and as shown in more detail on Exhibit A-1 attached hereto ("Phase V ), and shall include street and utility improvements to serve the planned building improvements contained within Phase 1. As part of Phase 1, the Owner shall design and construct District Avenue (formerly known as Albemarle Place Boulevard and as Fourth Street/Cedar• Hill Road) ("District Avenue") from Hydraulic Road to the point where District Avenue connects with the new planned western entrance to the Sperry Marine facility in the location shown on the Application Plan, and as shown in more detail on Exhibit A-1. This first phase of District Avenue shall include all supporting utility infrastructure on such street, and shall be completed prior to issuance of a final certificate of occupancy for any buildings within Blocks A, B, C and D. Const action of the first phase of District Avenue shall be deemed complete when it is constructed in conformance with the plans approved by Albemarle County or• by the Virginia Department of Transportation ("VDOT"), as applicable, and in any event the County Engineer has approved it for vehicular travel, No more than three hundred seventy thousand (370,000) square feet of commercial space and one hundred seventy (170) dwelling units may be constructed within the Project until the remainder of District Avenue is constructed to the new planned intersection with U.S. Route 29 as shown on the Application Plan. Notwithstanding anything to the contrary contained in this Paragraph 1 A, the Owner shall be permitted to utilize portions of the Phase 2 land (as shown on Exhibit A-1) for the installation of infrastructure to serve the Phase 1 building improvements to be constructed in Blocks A, B, C and D. B. Phase 2: Phase 2 of the Project shall be composed of Blocks E, F and G as shown on the Application Plan and as shown in more detail on Exhibit A-1 ("Phase 2"), and shall include street and utility improvements to serve the planned building improvements contained within Phase 2. As part of Phase 2, the Owner shall design and construct District Avenue from the NO. I SHEET REVISION Original Proffer: Amendment: X point where it connects with the new planned western entrance to the Sperry Marine facility north and east tlu•ough Blocks E, F and G to flee new planned intersection with U.S. Route 29 as shown on the Application Plan and as shown it more detail on Exhibit A-1. This second phase of District Avenue shall include all supporting utility infrastructure on such street and shall be completed prior to issuance of a final certificate of occupancy for any buildings within Blocks E, F and G. Construction of the second phase of District Avenue shall be deemed complete when it is constricted in conformance with tIre plans approved by Albemarle County or by the VDOT, as applicable, and in any event the County Engineer has approved it for vehicular travel. Notwithstanding anything to the contrary contained in this Paragraph 1B, the Owner shall be permitted to utilize portions of the Phase 2 land (as shown on Exhibit A-1) for the installation of infrastructure to serve the Phase 1 building improvements to be constructed in Blocks A, B, C and D. Notwithstanding anything to the contrary contained in this paragraph 1B or in paragraph lA above, final certificates 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 the Owner (i) has constructed at least a temporary road (at standards acceptable to the Director of Community Development) connecting the first phase of District Avenue to the new planned intersection with U.S. Route 29, or (ii) can demonstrate during the site plan review process, through traffic analysis acceptable to the Director of Community Development and VDOT, that additional traffic from such buildings, when aggregated with the traffic generated by the uses for which certificates of occupancy have been issued for buildings hi Phase 1, will not cause the Hydraulic Road/U.S. Route 29 intersection to fall below an acceptable level of service. All final site plans for the Project that include any portion of District Avenue shall include a note reserving the portion of the property comprising District Avenue for future dedication as a public road, and within sixty (60) days after written request for such dedication, the Owner shall dedicate the portion of the property comprising District Avenue for a public road. If the public right-of-way is not dedicated by subdivision plat, the Owner shall be responsible for the cost of a survey and preparing the deed to convey the public right-of-way to the County. C. Landscape improvements and associated streetscape improvements to serve tine planned building improvements contained within each block shall be reviewed at the time of final site plan review for each block. The Project shall have a consistently designed and planted streetscape along Route 29 and Hydraulic Road. 2. Community Development Authority Participation: Upon request by the County, the Owner shall petition for and consent to all tax map parcels used for non-residential purposes participating in a Community Development Authority ("CDA") established pursuant to c ' 5. - 152 e e of the Code of Vir inia "Code" to be created for the ose o Setronl 25 is f q g ( ) Pu'P im lementin Route 29 re inal trans ortation im rovements includin but not limited to P g g P P g s ortation • ovements within the "Su er Block" the eo ra treat area bounded b tramp urnpr P ( g g P y Route 29, Hydraulic Road, Commonwealth Drive, and Greenbrier Drive) and intersectional improvements associated therewith. 3. Cash Proffer for Route 29 Regional Transportation: The Owner will make a cash contribution to the County for the MPO/29H250 Phase 2 Route 29 regional transportation study in the amount of One Hundred Thousand Dollars ($100,000.00). The cash cont ibutiorn Original Proffer: Amendment: X shall be made by the Owner within thirty (30) days upon request by the County. This proffer has been satisfied. 4. Cash Proffer for City of Charlottesville Traffic Calming Improvements: 'The Owner shall contribute Ten Thousand Dollars ($10,000.00) to the City of Charlottesville for the construction by the City of traffic calming improvements on Swanson Road, Cedar Hill Road and other City streets intersecting Hydraulic Road in the vicinity of Stonefield. The cash contribution shall be made by the Owner within thirty (30) days upon request by the City. If the traffic calming improvements are not implemented by October 15, 2007, all unexpended funds shall be refunded to the Owner. The City constructed the traffic calming improvements, and requested the prior owner of the Property to pay the contribution on November 9, 2005, but there are no immediately available records that such contribution was ever received by the City. Upon evidence of prior payment of such funds that is satisfactory to the County, the requirements of this Paragraph 4 shall be deemed satisfied. In the event the Owner has not produced such evidence to the County by March 31, 2010, the Owner shall contribute the funds to the City within thirty (30) days of a written request from the City, provided that such request is made no sooner than April 1, 2011. At the time such funds are delivered to the City, the Owner shall provide notice of such payment to the County. 5. Cash Proffer f'or Charlottesville Area Transit ("CAT") Commercial Corridor "Jitney Service": Upon the request of the County, the Owner shall contribute Twenty 'Thousand Dollars ($20,000,00) per anmm� or an amount equal to twenty percent (20%) of the annual operating and maintenance costs, whichever is less, for a period not to exceed five years for operating and/or maintaining a dedicated "jitney bus" service to retail commercial developments, including Stonefield, along the Route 29 Corridor. If the CAT jitney service" is not placed into operation by the date of issuance of the first occupancy permit for a commercial buildnig in Stonefield, then the Owner shall contribute Seven Thousand Dollars ($7,000.00) per annum, for a period not to exceed five years, to CAT for costs associated with operating existing CAT bus route(s) that provide service to Stonefield. 6. Cash Proffer for Capital Improvements: The Owner shall contribute One Million Five Hundred Thousand Dollars ($1,500,000.00) (hereinafter referred to as the "Total Contribution") to the County for the purpose of funding capital improvements related to Stonefield. The contribution shall be paid as follows: (a) Three Hundred and Seventy Five Thousand Dollars ($375,000.00) shall be contributed to the County within thirty (30) days after the first final site plan or subdivision plat containing residential dwelling units is approved for Stonefield; (b) an additional 'Three Hundred and Seventy Five Thousand Dollars ($375,000.00) of the total contribution shall be contributed to the County prior to the issuance of a certificate of occupancy for the first residential dwelling unit in Stonefield, and (c) the remaining Seven Hundred Fifty Thousand Dollars ($750,000.00) of the Total Contribution shall be paid on a pro rata basis of Three Thousand Dollars ($3,000.00) per residential dwellin unit at the time certificates of occu anc ar ue g p y e ass d for the first two hundred fifty (250) dwelling units. No additional contribution shall be required for the next two hundred fifty (250) dwelling units. Original Proffer: Amendment: X If, five (5) years from the date of approval of the first final site plan or subdivision plat for residential dwelling units, the Total Contribution has not been fully paid, the balance of the `Total Contribution shall be contributed to the County within thi ty (30) days upon request by the County. If this fiend has not been exhausted by the County for the stated purpose within five (5) years from the date the last contribution is made, all unexpended funds shall be refunded to the Owner. In addition to the foregoing, after building permits have been issued for the fast five hundred (500) dwelling outs within Stonefield, the Owner shall pay to the County `1'hr•ee 'Thousand Dollars ($3,000.00) prior to the issuance of a building permit for each new residential dwelling unit thereafter. 7. Construction of Frontage improvements on Route 29 and Hydraulic Road: At its expense, the Owner shall plan, design, bond and construct travel lane improvements to be dedicated for public use on its Hydraulic Road and Route 29 frontage. The design shall be submitted with the first site plan for the initial phase of Stonefield. The subject frontage improvements are depicted by Exhibit F, "Short Term Route 29 Transportation Improvements." The County may require these improvements to be completed as a prerequisite to the issuance of any certificates of occupancy. '11-ie construction of the subject improvements shall be deemed complete when they are constructed in conformance with the plans approved by VDOT and opened to public use as approved by VDOT. 8. Construction of Off -Site Improvements: Upon request by the County or as provided herein, the Owner shall plan, design, bond and construct off -site transportation improvements in the County and the City, as depicted on Exhibit F, "Short Term Route 29 Transportation Improvements". If the improvements are required to be constructed, the County may require these improvements to be completed as a prerequisite to the issuance of any certificates of occupancy. Construction shall be deemed complete when the improvements are constructed in conformance with the plans approved by VDOT and opened to public use as approved by VDOT. A. Off -safe Improvements in the County at the Northwest Quadrant of the Hydraulic Road/Route 29 Intersection. The engineering, plats and construction documents for off -site improvements in the County shall be submitted with the first final site plan for Phase 1 of Stonefield. B. Off -site Improvements in the City at the Northeast Quadrant of the Hydraulic Road/Route 29Intersection (numbered items 4 and 11 on Exhibit F). The Owner shall submit the engineering, plats and construction documents (the "Plans") for the improvements in the City of Charlottesville to the City of Charlottesville by January 11, 2012. The Owner shall diligently pursue approval of the Plans in the City. If the City does not approve the Plans by July 11, 2012, the Owner shall not be required by this proffer to construct any improvements for which approvals have not been obtained. The Owner shall not he required by this proffer to acquire or otherwise pay for right of way in the City for these improvements. BY I DATE I N0. Original Proffer: Amendment: X If the improvements are required to be constructed, the Owner shall complete construction of the improvements for which right of way is available within twelve (12) months after the issuance of the first certificate of occupancy within Stonefield. Construction shall be deemed complete when the Improvements are constr ucted in conformance with the plans approved by VDOT and opened to public use as approved by VDOT. This Paragraph 8(B) is subject to the terms of Paragraph 14, "Substituted Transportation Improvements." 9. Reservation and Dedication of land for Regional Route 29 and Hydraulic Road Intersection Improvements: The Owner shall reserve for the future 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 Hydraulic Road intersection (the "Shor•t- Term Route 29/Hydraulic Road hnprovements") as follows: (a) the land shown as "Parcel A 6,511 S.F." on the plat of Kirk Hughes and Associates dated 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 One Future Right of Way 1,117 S.F.," "Parcel Two Future Right of Way 9,079 S.F.," "Parcel. Four Future Right of Way 1,660 S.F.," and "Parcel Five Future Right of Way 790 S.F.," on the Official Map adopted by the County on December 2, 2009, a copy of which Official Map is attached hereto as Exhibit I, that are required by VDOT for the Short -Tenn Route 29/Hydraulic Road Improvements (collectively, the "Short -Team Improvements Dedication Area"), provided, however, that the subdivision plats depicting the Short -Term Improvements Dedication Area are subject to final approval by the County Department of Community Development and that the precise boundaries and size of the Short -Term Improvements Dedication Area may be adjusted accordingly. The Owner shall dedicate the Short -Term Improvements Dedication Area to the Commonwealth of Virginia in fee simple by October 1, 2010, or within thirty (30) days after the County approves the subdivision plat necessary to dedicate the Short -Term Improvements Dedication Area, whichever is first to occur. In addition to the dedication of the Short -Team Improvements Dedication Area, the Owner shall dedicate and convey all necessary drainage and construction easements for the Short -Tema Route 29/Hydraulic Road Improvements. If the Short -Term Improvements Dedication Area is not dedicated and conveyed as part of a subdivision plat, the Owner shall pay all costs of surveying and preparing legal documents in a form acceptable to the Office of the Attorney General necessary to dedicate mud convey the Short -Term Improvements Dedication Area land. After dedication and until the subject regional transportation improvements ate funded for construction, the Owner shall, at the request of the County, and with the consent of the Commonwealth of Virginia, maintairi the Short -Term Improvements Dedication Area land until requested by the County to no longer do so provided the Owner is granted the right to the exclusive use of the land for landscaped open space, a pocket park, temporary parking, fencing, signage, utilities or other purpose as may be approved with the final site plan for the first phase of Stonefield. Upon being requested by the County to no longer maintain the Original Proffer: Amendment: X land, the Owner shall cease all use of the land and remove all Improvements established by the Owner that the County requests be removed. In the event that the adopted design for future public intersection improvements does not erm Im rovements Dedication Area land u on the require the utilization of all of the Short T p p Owner's request, the residual portion of the dedicated land shall be transferred to the Owner at no expense to the Owner. The deed(s) of dedication for the Short -Term Improvements Dedication Area may provide for such conditions. ' 10. Reservation and Dedication of Additional Land for Route 29 and Hydraulic Road Intersection Improvements: The Owner shall reserve for future dedication to the County, subject to the conditions herein below, certain additional land on the Property for the right of way for future Hydraulic Road and Route 29 related regional transportation improvements (the "Long -Tenn Route 29/Hydraulic Road Improvements") as follows: (a) the area shown as "Parcel AI 1,432 S.F." on Exhibit 11; and (b) any portions of the parcels shown on Exhibit I that were not previously dedicated to the Commonwealth of Virginia for the Short -Term Route 29/Hydraulic Road Improvements pursuant to the Paragraph 9 herein (collectively, the "Long -Tenn Improvements Dedication Area") provided, however, that the subdivision plats depicting the Long -Term Improvements Dedication Area are subject to final approval by the County Department of Community Development and that the precise boundaries and size of the Long -Term Improvements Dedication Area may be adjusted accordingly. The Owner shall dedicate the Long -Term Improvements Dedication Area to the County within ninety (90) days after the County's request for such dedication, and such dedication shall include the dedication and conveyance of all necessary drainage and construction easements for the Long -Term Route 29/Hydraulic Road Improvements. If the Long -Term Improvements Dedication Area is not dedicated and conveyed as part of a subdivision plat, the Owner shall pay all costs of surveying and preparing legal documents in a form acceptable to the County Attorney's Office necessary to dedicate and convey the Long -Term Improvements Dedication Area. Until the Long -Term Iinprovernnents Dedication Area land is dedicated, the Owner shall maintain the land and shall retain the right to the exclusive use of the land for landscaped open space, a pocket park, temporary parking, fencing; utilities or other purposes as may be approved with the first final site plan for Phase 1 of Stonefield. The conditions on the subject reservation and dedication shall be as follows: (a) In the event that the adopted design for future public intersection hnprovements does not require the utilization of all of the Long -Term Improvements Dedication Area land, upon request of the Owner the residual portion shall be released by the Comity from the reservation or, if the land has been dedicated, upon request of the Owner title shall be transferred back to, and for the use of, the Owner at no expense to Owner. The deed(s) of dedication for the Long -Term Improvements Dedication Area may provide for such conditions. Original Proffer: Amendment: X (b) The design and construction of the Long -Tenn Route 29/Hydraulic Road Improvements shall stibstaiitially maintain the access, fuuction, and continuity of service of the planned Intersection of Swanson Road (Extended) and existing Hydraulic Road into Stonefield at the location of the existing Swanson Road and Hydraulic Road intersection; otherwise this proffer becomes null and void. 11. Signalization of Hydraulic Road and Route 29 Intersections: The Owner shall be responsible for traffic signalization improvements as follows: A. The Owner at its expense shall engineer, bond, and construct traffic signalization improvements at the intersection of District Avenue and Hydraulic Road. The traffic signalization improvements at this intersection shall be constructed when the County or VDOT request installation of such, but in any event prior to the issuance of a certificate of occupancy for any building in Blocks A, B, C or D, provided that such signal is warranted by the traffic volumes or is otherwise approved by VDOT. B. Owner at its expense shall engineer, bond and construct traffic signalization improvements at the Intersection of District Avenue and U.S. Route 29. The traffic signalization improvements at this intersection shall be constructed when the County or VDOT request installation of such, but in any event prior to the issuance of a certificate of occupancy for any building in Blocks E, F or G, provided that such signal is warranted by the traffic volumes or is otherwise approved by VDOT, provided that such signal is warranted by the traffic volumes or is otherwise approved by VDOT. 12. Commonwealth Drive Connection: Upon demand of the County, but no earlier than the issuance of a building permit for any building within Block F, the Owner shall reserve right- of-way along the northern edge of the parking lot in Block F of the Property for a future street connection to Commonwealth Drive through the "Comdial Property" (TM 61 W-3-18). The future connection will be a two lane facility. Upon the request ofthe County, the Owner shall engineer, bond and construct both the on - site and the off site portions of the connection to Commonwealth Drive on the "Comdial Property" provided that easements and acquisition of right-of-way as may be necessary for• such construction for the connection through off -site properties for this improvement have been granted at no cost to the Owner, and the request for such connection through the off -site property is made by the County prior to October 15, 2020. Upon the request of the County, the connection shall be completed by the Owner within twelve (12) months from the date of satisfaction of the conditions as set forth above. 13. Other "Super Block" Street Connections: The Owner shall reserve land and grant construction and permanent access easements or right of way at no expense to the County for the purposes of future construction (by others) of inter -parcel street connections within the "Super Blocic" at the following locations; Houston Street (formerly known as First Street) (to west to Commonwealth Drive), Blackbird Lane (formerly known as Third Street) (to west to Commonwealth Drive), District Avenue (formerly known as Cedar Hill Road Extended) (in Block F north to "Comdial Property"), District Avenue (formerly known as Fourth Street) SHEET REVISION BY I DATE Original Proffer: Amendment: X (between Blocks F and G north to "Comdial Property"), Swanson Road Extended (to north to "Sperry Property") and at two additional locations into Sperry Property. The locations for easement or right of way reservation and dedication are as generally depicted on Exhibit A and labeled thereon as "Future Extension." IIowever, the locations and numbers of such inter -parcel street connections may be modified by the Owner upon a variation granted by the County Planning Director. These easement or right of way locations shall be idenntified, platted and dedicated at the request of the County in conjunction with subsequent site plan applications for Stonefield. 14. Substituted Transportation Improvements. A. In lieu of constructing the improvements referenced in Paragraph 8(B) herein, which Paragraph 8(B) refers to certain off -site improvements in the City of Charlottesville at the northwest quadrant of the Hydraulic Road/Route 29 intersection, and also other improvements along the City side of Route 29 between Hydraulic Road and Greenbrier Drive, which improvements are collectively hereinafter referred to as the "Paragraph S(B) Improvements", the Owner may elect, in its sole discretion, and on the terms and conditions contained in this Paragraph 14, to contribute cash to the City for certain transportation improvements in the City known as the "Rte. 29/250 Bypass Interchange Improvement Project" identified as VDOT and City project number 0029-104-248 (the "Substituted Improvements Project"). B. In the event the Owner elects to contribute cash toward the Substituted Improvements Project (the "Owner's Contribution") in lieu of constructing the Paragraph 8(B) Improvements, the following terms shall apply: 1. The Owner shall notify the County's Director of Community Development (the "Director's in writing of its election within sixty (60) days after the approval of the first final site plan for Phase 1 of Stonefield (the "Notice"). The Owner shall also send a copy of the Notice to the City Development Services Manager at the sarne time it is sent to the Director. 2. The submission of the Notice to the Director shall suspend the deadline for the Owner to submit the Plans (as "Plans" is defined in Paragraph 8(B)) to the City, if applicable. 3. The amount of the Owner's Contribution to the Substituted Improvements Project shall be subject to a written agreement between the Owner and the City (the "City A reement" . Within ten 10 da s after full execution of he Cit ee t A r menu the Owner 8 ) ( ) Y g > Y shall provide a copy of the City Agreement to the Director. 4. Within six (6) months after the Notice is sent to the Director, or within sixty (60) days after execution of the City Agreement, whichever is later to occur, the Owner shall contribute a portion of the Owner's Contribution to the City in the amount of One Million Dollars ($1,000,000), less any amounts credited by the City and VDOT to the Owner for planning and design work on the Paragraph S(B) Improvements (the "Net Contribution"). The Net Contribution may be in the form of cash or a letter of credit issued by a bank approved by the Original Proffer: Amendment: X City, or a combination thereof. The City Agreement shall set forth the teens of and schedule for draw down of the Net Contribution, 5. In the event that the Substituted Improvements Project is ter mated, or has not otherwise been completed (as described herein) within thirty-six (36) months after the City receives the Net Contribution (which thirty-six (36) month period may be extended by mutual agreement of the Charlottesville City Manager and the Albemarle County Executive), and upon the City's refunding of the Net Contribution to the Owner pursuant to the City Agreement, the Owner shall forward funds equal to Five Hundred Thousand Dollars ($500,000) to the County for funding transportation improvements in the vicinity of the U.S. Route 29/Hydraulic Road intersection identified in the County's Capital Improvements Program. In the event such funds have not been expended by the County for the stated purpose within ten (10) years from the date the funds were contributed to the County, all unexpended fiords shall be refunded to the Owner. Construction of the Substituted Improvements Project shall be deemed complete when the improvements are accepted by the . appropriate public entity or are bonded for the entity's acceptance. 6. Notwithstandng the provisions of Paragraph 14(B)(5) herein, upon the City's receipt of the Net Contribution, the Owner shall be relieved of any obligation to construct the Paragraph 8(B) Improvements. (Signature Pages Irmnediately Follow) Original Proffer: Amendment: X WITNESS the following signatures: ALBEMARLE PLACE EAAP, LLC, a Delaware limited liability company B Jodi W. McLean, President ALBEMARLE REALTY (E&A), LLC, a South Carolina limited liability company By: Edens Realty, Inc., a South Carolina corporation, its Sole member -° Jo ie W. McLean, President -e Original Proffer: Amendment: X THE HAVEN AT STONEFIELD, LLC a South Carolina imited liability company Fy: 5da.,v►�-/✓" V, -t �R.+�+h,�S`.oc ;Is rna -e, By: &Ie._•- Printed Name: _/f2 ��' C=,F/".+• w, Title: /rc1.J,. & \\ ;�11 H 0�' L�% r; j O,- :� � JOHN DAVM BEMNE JR Lic. No. 042267 r�N _ r o� ��S �� Op� COUNTY OF ALBEMARLE MEMORANDUM TO: Gerald Gatobu FROM: Wayne Cilimberg, Director of Planning DATE: May 16, 201 1 RE: Albemarle Place (Stonefield) Preliminary Site Plan, March 21, 201 1 Determinations Under Section 8.5.5.3 Section 8.5.5.3 of the 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 determines that the variation 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, 2011). 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 5125/06 variation) The proposed relocation of the theater from the southwest corner of the site to a location along Hydraulic 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 Road, an Entrance 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 a suitable 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 5/25106 Variation) The application plan illustrated uses on both the first floor and upper levels throughout the project While vertical mixed use would be a positive and desirable feature of this development, it was not a requirement of the application plan and code. Thus, the site plan is considered consistent. Block A (Previously noted in 9128/D9 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 closer to the street than the front line of the buildings along the street) and/or screened to the satisfaction of the ARB. Block B (Previously noted in 9/28109 Advisory Comments) Parking lots adjacent to Rt 29 in the Initial plan are to be relegated (that is that it is not any closer to the street than the front line of the buildings along the street) and/or screened to the satisfaction of the ARB. Block C (Previously noted in 9/28/09 Advisory Comments) Please refer to theater location and relationship to Hydraulic Rd. above. Also, note that the Code of Development says minimum 2 stories (up to 5) except for restaurants, outdoor cafes and retail kiosks in Block Cr Block E Note 3/12/07 variation, if still applicable (attached) 4/2911 1 Variation Requests: #s I, 2 and 3 - Changes to the location, design, layout, size and orientation 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, S and 6 - Modifications to allow for the width of sidewalks, planting strips and planters can be granted consistent with the findings under Section 85.5.3 (c.) as you have presented subject to: a minimum sidewalk width of 5' between planting strips/boxes and the interior edge of sidewalks; no parking overhang onto sidewalks in parking lots next to sidewalks; and all planting strips/boxes located between edge of street and sidewalk and a minimum of 5'. #7 - Change to the design of Stonefield Blvd. froma four (4) lane section to a (2) lane section as noted can be granted consistent with the findings under Section 85.5.3 (c.) as you have presented subject to County Engineer/VDOT approval based on applicable traffic studies. #8 - Change to the layout and orientation of parking spaces alonganglewood Drive such that the spaces are oriented perpendicular to Inglewood cannot be granted as Inglewood will function as a parallel street to the narrowed Stonefield Blvd. (see#7 above) and such parking is not in general accord with 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 County Engineer approval. #10 - Allowance of Stonefield Blvd. as the only road dedicated to public use within the project is an option permitted on pages 28 and 29 of the Code of Development under "Street Classifications" and is subject to review under applicable ordinance provisions. #1 I -Allowance of right -in turn from southbound Rt. 29 into Blocic B can be granted consistent with the findings under Section 8.5.5.3 (c.) as you have presented subject to County Engmeer/VDOT approval based on applicable traffic studies. #12 - Mod cation 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. #13 - Allowance of six (6) story hotel as long as it is no taller than ninety (90) feet is granted consistent with the findings under Section 83.5.3 (c.) as you have presented and is permissible as depicted. #14 - Modification to allow for 5' minimum sidewalks along exterior of rear of some buildings can be granted consistent with the findings under Section 8.55.3 (c.) as you have presented subject to no parking overhang onto sidewalks in parking lots next to sidewalks. #15 - Changes to the width of the buffer area at the western edge of the project property to a minimum of I O' can be granted consistent with the findings under Section 8.5.5.3 (c.) as you have presented subject to compliance with the second paragraph on page I8 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. 5113/1 1 Variation Request: Replacement of North and South New Main Streets between Buildings DI 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 to all other applicable zoning, site plan and building permit provisions and these variations do not supersede those requirements. ENGINEERS SURVEYORS PLANNERS ASSOCIATES P© Box 4119 3040 Avemore Square Pl. Lynchburg, VA 24502 Charlottesville, VA 22911 Phone: 434.316.6080 Phone: 434.984.2700 www, wwassociates. net ��pF A� `rRG[NtP COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 22902-4596 Phone (434) 296-5832 Far (434) 972-4126 November 25, 2013 Steven F. Teets, L.S. 7200 Wisconsin Ave #400 Bethesda, Md 20814 RE: ZMA201300009/Albemarle Place/Stonefield Proffer Amendment TAX MAP 61 W/SECTION 3/PARCELS 19A, 19B, 23, 24 and 25 Dear Mr. Teets: On November 13, 2013, the Board of Supervisors approved the above noted NMD 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 and conditions have been met. This includes: . compliance with applicable PROFFERS; . compliance with requirements of the CODE OF DEVELOPMENT; • approval of and compliance with a SITE PLAN; and . approval of a 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. Sincerely,) . / ,-W V V. Wayne Ciliry/�e�rg _ Director of PI n1 in 9 CC: Albemarle Place EAA LC P O Box 528 Columbia Sc 29202 File Albemarle Place/Stonefield PROFFER FORM AMENDMENT TO PROFFERS Date: November 13, 2013 ZMA # 2013-00009 Albemarle Place/Stonefield 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 be rezoned to Neighborhood Model District (NMD) This instrument amends those certain Proffers dated March, 13, 2012, for ZMA # 2011-00007 Albemarle Place/Stonefield ("ZMA 2011 Proffers"). Except as expressly amended herein, the ZMA 2011 Proffers shall remain unchanged and to the extent that any terms, conditions and 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 06] WO-03-00-019BO, which parcel is shown as "Lot D2", containing 5.487 acres, each on a plat entitled "Plat Showing Subdivision of Stonefield, Jack Jouett Magisterial District, Albemarle County, Virginia" dated July 15, 2011, last revised November 10, 2011, prepared by W.W. Associates, which plat is of record in the Clerk's Office of the Circuit Court of Albemarle County, Virginia in Deed Book 4135, page 215 (the "Lot D Parcel Subdivision Plat"). The Haven at Stonefield, LLC, a South Carolina limited liability company, is the owner of a parcel of land that was subdivided from tax map parcel 061WO-03-00-019BO, which parcel is shown as "Lot E2" containing 7.638 acres, on the Lot D Parcel Subdivision Plat. MacFarlane Stonefield, LLC a Virginia limited liability company, is now the owner of a parcel that also was subdivided from tax map parcel 061 WO-03-00-019BO, which parcel is shown as "Lot D3", 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 061 WO-03-00-02300, 061 WO-03-00-02400, 061 WO-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 Realty (E&A), LLC, MacFarlane Stonefield, 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 meaning the owner of record and successors in interest. Tax map parcels 061 WO-03-00-019AO, 061 WO-03-00-02300, 061 WO-03-00-02400, 061 WO-03- 00-02500; and 061-WO-03LOO-019B0 (including 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 B Jed e cL an, President ALBEMARLE REALTY (E&A), LLC, a South Carolina limited liability company By: Edens Realty, Inc., a South Carolina corporation, its Sole member B Jo 1e . Mc ean, President Original Proffer: Amendment: X THE HAVEN AT STONEFIELD, LLC a South Carolina limited liability company By: Printed Name: 'Title: MACFARLANE STONEFIELD, LLC a Virrgginia limited liability company By.L/�/?���/ Printed Name: t/V �aN IrS Ak((j4 ✓,a, Le 1 illc: n ! d< DES1GNEJDB PRo�ECT: STONEFIELD BLOCK D-1 INITIAL SITE PLAN °RAwN er: ALBEMARLE COUNTY, VIRGINIA JDB TITLE: °'"R eY: PROFFERS HFW WWA NUMBER: FILE NAME: DISCIPLINE. SCALE. DATE: 219040.02 904002C_ND-4.dwg CIVIL V. AS SHOWN 10117119 V: N/A SET REV. NO. DRAWING NUMBER: C-5 SHEET NUMBER: 5of11 EX 15' CENTRAL TELEPHONE ' ; EX 15' POWER I I I I I I I I ESMT PU LIC EA EMEN I COMPANY ESMT I I I - O 0 �I D.B. 224 P. 145 D.B. 4282 P. 743 D.B. 4160 I D B. 741 P 2491 I \ P. 199 ✓ v 23' INGR + S�EGRESS � I I \ 0 I+ EASEM T + A 005'10'06" \ • � •• �'� EX 20' A�'SA WATER ASEMENT 4135 P. 249 , O� R=126.50' Y INGLEWOOD DRIVE D.B. 4 1 P. 331 EX 12" IF AN W AU C�DI+ LCL=1 1.41 ' - WATER LINE_ J I L=11.41' / - - - - - - - - - - - �� - - - - / _ 6„ DECIDUOUS W W W - CHD-S 33'S5" '. `� - 6 DECIDUOUS TREE w w DROP INLET W W W W STOP - o i TREE � W W TE YARD INLET ATE W W W W W WSIGN J /� EX 8" SAN W 6" DECIDUOUS=� __ � / W TOP=505.37 DROP INLET -- SAN SAN SAN / W TREE \TG�RPA =505.60 GRATA_ W I I TOP-50028 - W = / 3 BM PK NAIL + WW W LP / EL=500.08 W W NO LEFT �-W 6" DECIDUOUS a N80°2113"E RAILING 208.44' 1.79' TURN SIGN BM PK NAIL TREE w o EL=518.26 LING a a o �T SPEED LIMIT K a IF THIS DRAWING IS A REDUCTION w M l l 6 25 SIGN �i 8„ 6' DECIDUOUS o v a + + D QQD Ii o a / DECIDUOIId TREE G v o GRAPHIC SCALE MUST BE USED RIV� I DECIDUOUS P /� TREE � - / o � 25Es SIGN I �I r SCALE: 1 " - 20' - - 4" WALL/ N80°21'13"E JUN/ COMCAS STOP 6" DECID MOUE BUSH NV=521.64 a DRAIN PIPE 13.50' 4" WALL / BOX SIGN � SIGN � i o 6„ 4 S37°06'30"W i ° it BLOCK A=023°21 '47" INV-5.79 DRAIN PIPE 4" DECIDUOUS + 6" D CIDUOUS DECIDUOUS I G a °a �� R=203.50' INV==504.32 / o 25.95' RETANING TREE WALL CL=82.41 ' 4"`WALL 6» TREE a TREE I + + 20' 0 20 ° L=82.98' DRAIN PIPE DECIDUOUS 3 EX GASLINE EASEMENT U L a + \ v DECIDUOUS DECIDUOUS TREE 6 � �� CHD=S23�40'06"W/ INV=1506.20 J TREE �F-"1� TREE D.B. 4186 P. 321 �a v LP � I o DECIDUOUS / / CID OUST I n o A 022°07'39" TREE / / TREE / C W W W A I = 127.50' 4" WALL / a IL=48.93' DRAIN PIPE 8" v� EX 12 C o NV=511.68 DECIDUOUS / ca WATER LINE L=49.24' , ° TREE a EE � 6 I I ,Q! � c z CHD=N26°02 41 E L � 6" \ � � + °' v [� o DIA - DECIDUOUS / 4" WALL TREE DECIDUOUS I 6» a, LP00 T EE I o DECIDUOUS + a LP I Q � DRAIN PIPE � - - - � + O 0 b NV-513.64 A=008.09'46" l I< TREE G SIEGRESS R=201. 0' 23' INGRESEASEMENT ° o ,! � A W �; PP GL28.8` � ,� / D.B. 4135 P. 249 a G xx ' A Q Q J I L 2 8.71 CHD-N 16°04'05 "E + x + d' 6 / /7 6„ Q ^" 1 I DECIDUOUS DECIDUOUS DECIDUOUS DECIDUOUS DECIDUOUS M I/ / 6" / 6 6 ° I ° I wINO oNt j 1 0 ' / 1 TREE / / TREE / TREE o a TREE I a + HYATT PLACE 6„ I6 I II DECIDUOUS / /l 6f / ° a TMP 61W 03 24 DECIDUOUS TREE DECIDUOUSDCD DECIDUOUSa MACFARLANE STONEFIELD LLC TREEI TREE TREE EEI ZONEDNMD D.B. 4165 P. 16 w DEC) DUOU _ / 6,, ID I TRE ° DECUOUS Un TREE I '' ° I A ,a - Q < RICH TURN ONL SIGN ° a I � N L- o BLOCK D-3 A I EX VARIABLE WIDTH ° 0 8/BUOSH I % IA./ / a ° HYATT PLACE HOTEL POWER ESMT ° f / O D.B. 4160 P. 199 0- I a a 6 STORIES T 6" 6" 6 % FFE=496.5 0 18' DIA.I DECIDUOUS DECIDUOUS / DECIDUOUS 6 6 / o DECIDU US° N TREE DRED� TREE 6„ 6» BLOCK D-1 LP � DECIDUO� DECIDUOUS / DECIDUOUS l 0 n ° ' D \ REE TREE / DECIDUOUS 8 / TREE / TREE o d BUS I I / o N I COMCF T I l a v r-+ 1 '44 VAULT 6I' !i 62,1 a + � I < aa 6" DECIDUOUS LP�� PDELI UOS � °ao EE 8BUSH � TREE Ua a xx ° FILTERRA DROP INLET � INV=494.67 o I I TOP=494.87 � ° x N ELOSI VAULT T ° A IC P H � ND A a I cn 1 I8' DIA. I / / PARKING a I Q I )BUSH / SIGN J v 8' OIA 6 6„ 6 DECIDU/OUS HANDICAP L Q 6" o I BUSF�DECIDUOUS DECIDUOUSTREE / DECIDUOUS / fiREE PARKING SIGN I DECI UOUS _i I TREE a + I /�� � TREE � i m DROP INLET SIGHT DISTANCE M SCELLANEOU �-� a + SOIL DIVISION LIp�E S EASEMENT TOP=494.8s 62 sIN + 8 Q I / SOIL TYPE (TYPICAL) / / I l ) 64 D.B. 4 35 P. 249 I I I 6„ SEE SOIL DATA ��(TYPICAL) 1 43.6 04 1 DECID OUS 'THIS SHEET DRP INLEIT 6 DROP INLET + TOP=SO 1.45 RIGHT TURN a TR f [) - DECIDUOUS TOP- 94.17 , p� ONLY SIGN � E f � � � TREE / o a SIGHT DISTANCE I 3 / STOP ELECTRICAL P 0 � a EASEMENT - - - ° _ o + D.B. 4135 P. 249 DECID.. � / �� �� � - - '- JUNCTION BOX o - - ° STO + STONE I I Q II I a THE ag _208.53 _ a l\ =1SIGN j WAL PEDESTRIA 50.77Q a CQQ a te' 5°4W - DROP INLET L252.89' --1 21584 ° o U TRF ALiED 04 TOP=514.CROSSWAL L=52.98' ' " LP 0 O LEGEND N24°4L LP�T 3:0 POST 4.9 SOMH IC T _+ - �-,(-)8.55, s g /° a 4 6.5 TURN 21 C SIDEWALK RIGHT S09°38'30"E C v ° LT �LANDCAPED \ \ / �/ P DROP INLET MAINTENENCE 8" PARKING 46.4 3' DIA. I 13. 18' 43.5 - = SOIL BOUNDARY TRANSFORMER ORMER LP �� GRATE EASEMENT DECIDUOUS BUSH a N41'00'51 "E AREA SIGN 21B I 8.36' ' - / 8" TOP=500.46 •,ram.. - - DECIDUOUS D.B. 4135 TREE _ P. 249 (n I ° ® off_ ° 8 TREE DISTRICT AVE. 8 DROP INLET 88 - UDORTHENTS, LOAMY, a 9� DECIDUOUS 8" � DROP INLET } DECIDUOUS � 46.6 GRATE TREE � I DECIDUOUS TREE TRAFFIC TOP=505.43 - TREE TOP= 94A25 2 TO 25 PERCENT SLOPES N83°11 02"E TIGHT I 46.7 8» _ i HYDROLOGIC SOIL GROUP (NO RATING) 0 26.37 POLE DECIDUOUS � � I I K FACTOR, WHOLE SOIL RATING (NO RATING) o 8» TREE / VARIABLE WIDTH II K FACTOR, ROCK FREE RATING .24 DECIDUOUS INGRESS/EGRESS EASEMENT o0i Q I TREE DECIDUOUS D.B. 4135 P. 249 IJI 27C - ELIOAK LOAM �I I I I TREE EX 12 SIGHT DISTANCE EASEMENT I ' N TRAFFIC WATER LINE 7 TO 15 PERCENT SLOPES y w B. 4135 P. 249 HYDROLOGIC SOIL GROUP B R=94, 0' VAULT w MAINTENENCE W W W w W -- W K FACTOR, WHOLE SOIL RATING .28 C STO E I GN ( A =01 1 °39'25" W SIDEWALK W W W W W W W W W W p MAROUI IGN w JUN ION LCL=19 09' W - � EASEMENT � K FACTOR, ROCK FREE RATING .28 BOX - 2' D.B. 4135 P. 249 ° 0 CHD=]�36°07'45"E 46.8 � A .1+ + + �- 0 34D - GLENELG LOAM, - a a' 15 TO 25 PERCENT SLOPES o v a dv v a ° a _ HYDROLOGIC SOIL GROUP B I - 4 w - - - - �a a K FACTOR, WHOLE SOIL RATING .24 N 1 �- _ - - a - �o _ _ _ - K FACTOR, ROCK FREE RATING .24 OF DESIGNED BY. PROJECT: STONEFI ELD BLOCK D-1 SET REV. NO. JDB INITIAL SITE PLAN mom` �� ENGINEERS DRAWN BY: o , SURVEYORS KTM ALBEMARLE COUNTY, VI RGI NIA DRAWING NUMBER: JOHN DAVID BEIRNE JR PLANNERS TITLE: 0 Lic. No. 042267 DIHR BY: - ASSOCIATES H�v EXISTING CONDITIONS - i o SHEET NUMBER: PO Box 4119 3040 Avemore Square PI. Lynchburg, VA24502 Charlottesville, VA22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Phone: 434.316.6080 Phone: 434.984.2700 6 of 11 219040.02 904002C_EX- l.dwg CIVIL H: 1 "=20' 101171191 (J N0. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE www.wwassociates.net V. N/A EX 15' CENTRAL TELEPHONE EX 15' POWER -- I I I 1 I I COMPANY ESMT PU LIC EA EMENT F ESMT I - O r7l 0 I D.B. 4282 P. 743 I D.B. 4160 I I I . \ ' - e d i QI D.B. 224 P. 145 0 D B. 741 P. 249 I \ I P. 199 ------------ + 23' INGR S/EGRESS I + EASEM T ✓ + I d 005° 10'06" \ EX 20' ATSA WATER EASEMENT 4135 P. 249 �^ -� •• �� �. Q R=126.50' Y INGLEWOOD DRIVE CL=1 1.41 D.B. 4391 P. 331 EX 12 It WATER LINE n J I _IF - - - - - - - - - - - - - - - - / 6" DECIDUOUS W W W _ �- TREE W W W 6" DECIDUOUS GRATE j YARD _ CHO=S 1 7°33'S5" 6" DECIDUOUS TREE � EX 8" SAN W W DROP INLET W W W W W W W SIGN I� i � RD INLET GRATE W W TOP=505. 57 DROP INLET W � �� W -e�� SAN SAN SAN W TREE TOP=505.60 GRATA_ I T I TOP=500.28 - � ° � BM PK NAIL ° + w w w LP a� EL=500.08 ° L w v v ° °° ---wrl � - - •�� - N�SD°2 1 13 E v ° - �� N0 LEFT �-- W 6 DECIDUOUS RN SIGN ° ° RAILING ° i �08.44 P 1.79' 0- TURN G TREE ° v Z - BM PK NAIL ° a o - ° l. ° ° ° � _ � EL=518.26 ILING - j jNGLF W SPEED UNIT - ° Q ° + + IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED v ° TREE ' ° ° ° ° M � 6„ 25 SIGN 8„ DECIDUOUS � DECIDUOU� � � � j 6" DECIDUOUS ° TRH P* ° TREE I % � PEED LI IT ° ° °a _ / �I cOMCAST 6" DECIDUou � ° 25 SIGN ° SCALE: 1 " = 20' 4 WALL N80°21'13"E JUNCTION STOP T E ° 4V NV=521.64 a DRAIN IPE 13.50' 4" WALL OX SIGN `t �� ° a BLOCK d-D23°21'47" INV=S 9.79 / DRAIN PIPE 4" DECIDUOUS 6�� + ° S37°06'30 "W _ RELO ATE EXISTING 6" D CIOUous I 25.95' ° ° °` - - RETANING R=203.50' INV==504.32 �` DECIDUOUS 6„ / WALL CL=82.41 ' 4" WALL / 6» COMCAST JUNCTION TREE TREE a TREE 20' 0 20' a - BOAC BY OTHERS 3., ° DECIDUOUS L-82.98' DRAT PIPE DECIDUOUS ( ) DECIDUOUS EX GASLINE EASEMENT � TREE CHD=S23`40'06"WI INV=1506.20 / TREE 6� TREE D.B. 4186 P. 321 �� LP DECIDUOUS 6" TREE / 022°07'39 DEMO ES TIN jTREE I ° W � w w Q=127.50' RETI�I�ALL / �' ° �L=48.93' 8 � � EX 12„ '-11 Z °=49.24' ANDvU#ANDF;RAIL DECIDUOUS , ° WATER LINE L / / 4 C � z CHD=N26°02'41 "E P � TREE 6 � \ � + I H 6 \ a D i DECIDUOUS [-1 DMA - 4" WALL TREE DEC DLIOUS 6 a° DRAIN PIPE L LP 1 0 TF EE DECIDUOUS a /r b NV=513.64 '/ TREE �+ f d =00809'46" 23' INGRESSIEGRENT `' � a 4 PP CL-28.68' D.BCON_ kkfi+ Q ° L=28.71 SIDEWALK TO BE W CHD=N 16'04'05 "E J /z DEMOLISHED /„° ° C� Q 6 �- _N DECIDUOUS .4 M DECIDUOUS l DECIDUOUS / DECIDUOUS DECIDUOUS � ~ � � I ° TREE + I � I� TREE TREE TREE oNy v ' 6„ / l TREE ° I HYATT PLACE �6 DECIDUOUS 6" 6,. 6» v� P TMP 61W 03 24 DECIDUOUS TREE / DECIDUOUS DEM ISH AND REMOVE MACFARLANE STONEFIELD LLC Q TREE I TREE EXISTIN ASPHALT, CURBING, DCIDuous DECIDuous/ ° ZONED NMD I PAINT STRIPING, LAMP TREE TREE DEMOLISH AND D.B. 4165 P. 1 a DEC DUOU / POSTS ISLANDS AND REMOVE EXISTING 6" W / i (� o TREE LAN SOAPING AS INDICATED LAMP POST a DREC�Duous DEMOLISH / ° �� RIGH TURN ° ° ° ASPHALT ° oNL SIGN a ° ° ) v ° Bf DIA � > � � I � I - BLOCK D-3 EX VARIABLE WIDTH BUSH I� / ( ° a HYATT PLACE HOTEL POWER ESMT a ° O ° D.B. 4160 P. 199 ° a 6 STORIES ofCtD ° 6 6"/ l FFE=496.5 - I I00 8' DIA.'� DECIDUOUS DECIDUOUS / D / ° �6" � I / / DECIDUOUS / 6 I I a I BUS TREE TREE DECIDU US v / / BLOCK D- I / TREE RE DDI TREE ° ( 6" 6" s" / 6" DEMOLISHAND REMOVE v LP DECIDUO� DECIDUOUS DECIDUOUS / DECIDUOUS I EXISTINCLAMP POST Q av° Q a 8' D�A. \ PEE TREE � TREE / TREE ° v Buses FILTERRA TO ° COMC�T BE RELOCATED ° ) VAULT � / ° I I ' 6 STORM INLET 62.1 / ° I � � ° DECIDJOUS c I LP / IL TO BE DECI UOUS I ° PEE 8' DI BUSH ,4/ _ _ P ° J X � / LX DEMOLISHED �� TREE ° ° a CONTRACTOR SHALL PROTECT EXISTING LIGHT POLES TO REM IN DROP INLET FILTERRA I I - FROM CONSTRUCTION DAMAGE P J IVV=494.67 ° ° N ELOS VAULT i O TOP=494,87 ° T I / / HANDICAP a v ° 1 ° � 8 ` DIA. PARKING ° %BUSH / SIGN I SITE DISTANCE REMOVE EXISTING 6" 6" EASEMENT TO BE 6» 4" L ° a I BBus� BUSHES AND TREES RCS UOUS DECIDT REE STORM INLET TO aABANDONED DECIDUOUS EXISTING STORM DECIDuous PARKING � �ECIdUOUS BE' DEMOLISHED TREE SEWER PIPING REE �° I TREE -I AS INDICATED. (TYP) TO BE - �- ° SIGHT DISTANCE DROP INLET ° M SCELLANEOU c , / 63 EASEMENT DEMOLISHED STORM INLET TOP=494.85 6 sI N + 8 ° S T B 64 D.B. 4 35 P. 249 E � � 6 1 , (TYP) DEMOLISHED I � � � 43.6 ° DECID ous REMOVE EXISTING DR91 INLET DEMOLISHED b DROP INLET + TREE-, �� LANDSCAPING AS 1i TOP 501.4p ' DECIDuous i� ° ° TOP- 94.17 ' RIGHT TURN I ° E SHOWN STORM INLET TO - ' TREE _ ° SIGHT DISTANCE ONLY SIGN � � - � ° EASEMENT 3 BE DEMOLISHED i STOP ELECTRICAL �� � 8 � � + D.B. 4135 P. 249 N ° DECID - JUNCTION BOX - I \ ° STONE TR d�1 1 °40'27" \ _L - - - � '0 ;.��3 a� � SJG ° a k ` ` PEDESTRIA SIGN ° \ - L�I WAL A GROSS ° ° 4° - U TRAP - ALIE D SIGN DROP INLET CL=528 \ 4- - N i TOP=514.83 Q CROSSWAL ` ` L=52.98' �� „ / ' - ° ° LP ° N24°27 48 E� / / ° LP;. At w IV p c� TFIC ° 3 /° ° TURN �( 508.55 � B 46.5 LAMP POST TO GAS LINE TO j s ° SIDEWALK RIGHT I I I `BESoREL(�C�kfED ° -tit v CONTRACTOR SHALL PROTECT ° ° LT LANDCAPE� ` ` - - - / DROP INLET BE RELOCATED CONTRACTOR TO MAINTENENCE 8" PARKING 46.4 3' DIA. - 43.5 a EXISTING STONE WALL°oAND � ` AREA _ TRA-NSFORMER LP GRATE SAW -CUT EDGE OF EASEMENT DECIDUOUS SIGN I Buses I (BYi�TTHERS) a� I MARQUIS SIGN FROM-c' - _ - - ° 8„ roP=Soo.46 ASPHALT TO BE P.B249135 TREE 43.4 cn CONSTRUCTION DAMAGE 4" ° ° TREE DEMOLISHED (TYP) 8" �.. � � � � 8" DECIDUOUS DISTRICT AVE. 8" ° - _ DECIDUOUS � DROP INLET DECIDUOUS � } DROP INLET ° 46.6 GRATE TREE I DECIDUOUS TREE TREE GRATE TRAFFIC TOP=505.43 - _ 46.7 N83° 1 I U2 "E / LIGHT 8 � _ TOP 494.25 NOTE: �V 26.37' POLE DECIDUOUS � � � - � - p / 8» TREE / VARIABLE WIDTH RELOCATE EXISTING II _ CONTRACTOR SHALL PROVIDE TREE I INGRESS EGRESS EASEMENT ELECTRICAL JUNCTION PROTECTION FOR ALL TREES TO REMAIN. � DECIDUOUS p Q I TREE 8' D.B. 4135 P. 249 BOX (BY OTHERS) CAI I I DECIDUOUS --- EX 72"_\7 N SIGHT DISTANCE EASEMENT TR VAULT r TREE WATER LINE D.B. 4135 P. 249 C MARQUIS IGN _ VAULT W SIDEWALK LEGEND R=94d009' W W w W c � STO E IELD ( d -01 1 °39'25" � W MAINTENENCE W W W W W W W W W �/ L W W S W_ a W D JUN ION I CL=1 I �' EASEMENT BOX - 2' D.B. 4135 P. 249 ° - CHD136°07'45"E 46 g ° _ =AREAS TO BE DEMOLISHED ° ° - 4� W 4 a EXISTING FEATURE TO BE DEMOLISHED OF DESIGNED BY. PROJECT: STONEFI ELD BLOCK D-1 SET REV. NO. JDB INITIAL SITE PLAN mom` ENGINEERS DRAWN BY: o , SURVEYORS IRM ALBEMARLE COUNTY, VI RGI NIA DRAWING NUMBER: `t �JOHN DAVID BEIRNE JR PLANNERS TITLE: Lic. No. 042267 DIHR BY: -� ASSOCIATES HFv DEMOLITION PLAN - i o SHEET NUMBER: PO Box 4119 3040 Avemore Square PI. Lynchburg, VA24502 Charlottesville, VA229„ WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: "V,LPhone: 434316.6080 Phone: 434.984.2700 219040.02 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE www,wwassociates.net � 904002C_EX-EXCIVIL H: 1=20� 7 of 11 V. N/A 10/17/19 3 I CL N UI O 0 O O c v 'a cn O O d- O _O N c v CL N q) q) c I 0 Y U O m 0 0 N / EX 15' CENTRAL TELEPHONE ; EX 15' POWER -� 12"X6" TAPPING I I I 1 COMPANY ESMT Pu uC EA EMENT t •.. z I ESMT I SLEEVE AND VALV - - O v7l D.B. 224 P. 145 D.B. 4282 P. 743 D. B. 4160 I I s- D B. 741 P. 249 I \ I P. 199 I ✓ Y EGRESS � I + -� - + + � 23" INGR S/ • ^- EASEM T vn I d 005° 10'06" �� - r ,- � 4135 P. 249 EX 20' ACSA WATER EASEMENT 11.25' HB INGLEWOOD DRIVE EX 12"� OBJECT � R-126.50' •. , : : > . � D.B. 4391 P. 331 R=14 �+ WATER LINE I _ - _ - cL=1 1.441 '' , , / _ - - - - f 322' TO HYDRAULIC ROAD f 1 T8 -TO BOND ST. CHD=S17°33'55" - 90' HBW W • L '� �\ 6" DECIDUOUS W �\Nl DROP INLET W W W W �/ R=2 OP - ' Tp,NC \\ / OBJECT TREE W W YARD INLET GRATE W W W SIGN D EX 8" SAN OBJECT W FIRE SERVICE LINE GRATE , W w SIGH SAN SAN SAN - W TOP=505.37 R=rJ DROP INLET _ QI G� D TOP=505.60 DRAT i DISTANCE LEFT. CG-2 (TYP TOP=50D.28 41 I � RI HT _ - + / W W W W LP "" SIGHT DIST OUP - �/ EL=500 N8 L v W/ o ANCE LEFT - - - No LEFT- w w - 6"' DECIDUOUS 8�X6" TEE a o5. OUT) , a =170 (LEFT- - - - TURN ,SIGN TREE - " o o o p o -�®- N80°21'13"E � � Z BM PK NAIL 1 V � 5 CG 12P 500.00' I I a W 509.50 X3/ EYE STOP SIGN o C� I , !tGR a o GL W = SPEED LIMIT %RED 1O'X6' So7.00' G-12 .00' S02.16' K SANITA Y + + IF THIS DRAWING IS A REDUCTION 6=" 25 SIGN METER o5 3•00' I GR 496.50' a LATE L � 4 GRAPHIC SCALE MUST BE USED \ P z G v v DECIDUOUS � o / GR / GR v v a a4 �V� I TRH - P* //� 11.25 HB VAULT 507.00' / ✓ PEED a 1T o „ / / 25 slcN SCALE: 1 = 20 - j / 90* HB / N80°21'13"E FF (BUILDING) CONGAS / 496.50 o 4V INV=521.64 o a / 13.50 JUNCTIO / z 509.50' 6" a d=023°21 '47" / / FF (ENTRY COURTYARD) BOXY + Q I 25.95' °° R=203.50' 502.16 DECIDUOUS \ - CL=82.41 ' / ENTRY ® GARAGE v TREE 0 20' 0 20' DECIDUOUS L=82.98' EX GASLINE EASEMENT � a + = / 6" CHD=S23.40'06"W/ MAIL DELI�ERY ND T H ICKUP O.B. 4186 P. 321 0 LP \ TREE DECIDUOUS A� �L'*I� d TREE CONNECT TO AR (IN RNA TO U1LDI G.�d ;022°07'39" / 0 W 'N W=127.50' EXISTING SIDEWALK IN REF R TO ARC ITECT RAL DRAWINGS � R=2• Q I FOR DETA LS) 4g6.50' � EX 12" a Q ^ 520.00' �L=48.93" � LINE AND ON GRADE � GR I �' WATER LINE Q GIR o L=49.24' 7 507.83 a I d! Z z CHD=N26°02'41 "E FF COURTYARD 96.50' \ F + 0 a> o o c) / e 0 61, 44 �� PARKING GARAGE I DECIDUOUS w d=008°09'46" / EI�ANG LEVEL' INGRE a ' TREE , e o a I23 R=201.50' / R=23 w ^ PP / CL=28.68 / DOWN / D.B. 41. ASP.MEN/249 a 1-28.71 '% 496.00' I x% / CHD=N 16'04'05'°E GR CG-2 a + 00 �o c - I � (TYP xx Q N I 447 SPACE MULTI -LEVEL 1 I PARKING GARAGE (REFER o W M N oNt I I �o� TO ARCHITECTURAL PLANS j 1 + HYATT PLACE FOR DETAILS) / TMP 61 W-03-24 N DECIDUO S / i o MACFARLANE STONEFIELO LLC TREE % / R=7.5 a ZONED NMD D.B. 4165 P. 1 I o W �►' EC U / l FLUSH CURB (_ l2� o R r Q� o CG-12 o o [� Q 4 I .4 / / 18 / 496.50' 6' I ° COOa �I / / / (TYP) 9 o d cn�< RIGH TURN I / / '� , 40 v $ v ONL SIGN °�2 / / 4 Q r a s -,I- A o BLOCK D-3 EX VARIABLE WIDTH 496.50' D z Z a HYATT PLACE HOTEL POWER ESMT W � `� �� O a FF (GROUND FLOOR) D.B. 4160 P. 199 0l YARD DRAIN 6 STORIES INLET (TYP) �o� CG 12 FFE=496.5 I I' BLOCK D-1 / R= .5' - _Ib LOADING C / I APARTMENT BUILDING AREA �' + a 87,493 FT2 cn a o a + CRO SWALK v n v I COMC�T I � , I �� 9 a` I VAULT U PDOWN o 1 6i' I Q II R=23' a ' DECI OU_ 496.50' 5* � �� I a o PEE � � � � GR xx f FILTERRA a 495.00'v NV=1494.67 0 NtELOS ULT� GR moo° CG 2 T 496.50 (TYP) c xx a + f „ 4 516. GR 6 e DECI UOUS a a / � SIGH DISTANCE m � TREE i c � + I T / I GAS LINE TO BE g RELOCAT D 4 + < j EASEMENT / + 8 + Q � / � RELOCATED (BY OTHERS) 496.50' � 6 X4 D.B. 4 35 . 249 � I 1 P � GR I o � FILTER 43.6 a + I I Z CONNECT TO CG-2 (TYP) C EXISTING SIDEWALK IN CONCRETE 496.50' 6 DROP LEr� + RIGHT TURN I ' E / LINE AND ON GRADE I- 499.00' SIDEWALK TYP 496.50' ' o + + SIGHT DISTANCE I (TYP) 496.50' a EASEMENT ONLY SIGN � I , 500. GR G!� � GR � a � o � _ - i_Q0.00' 499.00 i - o + O.B. 4135 P. 249 Q I ECIDUOUS -- �� - - - 49fs0 ISTONE l E d=1 1 °40'27" ��APam' GR a� STO a a + a WAL \ 508 R=260.�QQ1 ' P CROSS NP' / TRA' 5� _ �a v o 0 0 , D 5` 4 „� o a o SIGN _ v I DROP INLET CL=52.84' \ _ /��� J + - e CO o v v TIE- ROOF _ rRAF HEAD SIGN s2 o / DRAIN LEADER � TOP=514.83 � _ .� CROSSWAL � ° a o 0 POST \ a \ \ \ \D=N2 27'48"E\ / 9 / / LP x ' ° LPG ' TO EXISTING - a \ s MH a STORM SEWER <I I T�FIC-508.55 -10 / a , LT �' S Q 46.5 - SIDEWALK S09°38'30"E m °LANDGAPED - R-102 13. 18' 43.5 DROP INLE' MAINTENENCE 8" 46.4 NSFO R LP �� GRATE EASEMENT DECIDUOUS N41°00'S1 "E� o \ AREA c 8 TOP=500.46 D.B. 4135 TREE _ 8. DECIDUOUS P. 249 t 43.4 ° ® ~_ - DROP INLET TREE DISTRICT AVE. _ DEGrOuous CONNECT TO EXISTING DECIDUOUS } LINE o a TREE - I DECIDuous GRATE I I) APPED RAMP IN 46.6 GRATE TREE DROP INLET � / � I HANDI AND ON GRADE N83° 1 TRAFFIC I TOP=505.43 - 1 '02"E LIGHT 46.7 8„ - - TREE - TOP=494.25 I - /6. 7' POLE DECIDUOUS- --- z / 8» TREE ' VARIABLE WIDTH \ II l Q �REE ECIDUOUS DECIDUOUS -- NGRESS/DGBE 4135 P EASEMENTRSS 249 CAI I I TREE EX 12 SIGHT DISTANCE EASEMENT ' VAULT WATER LINE MARQUI S IGN R-94.0' � SIDEWALK W w W W D W 4135P� 249 W W W W W - - TRAFFIC � STO E IELD � I d =01 1 °39'25" " W W � L W W W W -' MAINTENENCE w W W JUN ION CL=1909' EASEMENT BOX 1°2' D.B. 4135 P. 249 m + + + m h------- - CHD16°07'45"E 46.8 a o - ====-- --- o a a a a - a v d v C e a v v 4 4, v e 4a e C v v 4 W _ _ a -- a - -- , a - - -- - - �a a av a v - I 4 \\ o � �- a _ _h a a 4 I z1 OF G DESIGNED BY: PROJECT: STONEFI ELD BLOCK D -1 SET REV. N0. ��� o' ! JJOHN DAVID BEIRNE JR = ENGINEERS SURVEYORS PLANNERS `JDB INITIAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA - DRAWN BY: KTM DRAWING NUMBER: C-8 TITLE: DIHR BY: Lic. No. 042267 ASSOCIATES HFW SITE LAYOUT PLAN SHEET NUMBER: 016 P© Box 4119 3040 Avemore square Pl. Lynchburg, VA24502 Charlottesville, VA 22911 WWA NUMBER: FILE NAME: DISCIPLINE. SCALE: DATE: S O S 1 ` Phone: 434.316.6080 Phone: 434.984.2700 www,wwassociates.net 219040. 02 904002C_SP- l.dwg CIVIL "' H: 1-20 10117119 8 of 11 N0. SHEET REVISION BY DATE N0. 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 16" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5° CG-2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG-6 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, IN THE SECTION ON GS URBAN STANDARDS. 2" RADIUS e• D�o�► in D. SURFACE >e BASE 6" ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPECIFICATION REFERENCE 105 502 i 4" MIN. T w 0 z w w a STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION r1 5'-0" UNLESS OTHERWISE NOTED ON PLANS 1/4":1' SLOPE UNLESS OTHERWISE NOTED ON PLANS CG-2 xv=r ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 201.01 U T4"-VDOT NO. 21A NOTES: `- COMPACTED SUBGRADE I 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 CG-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 NO.5 X 8" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1111E". 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 RAMP 12=1 MAX \ 48:1 MAX 1- - 4' 10:1 MAX TYPE A PERPENDICULAR \% �r ��r �r r �r `� , , •,���,, ,Vr�iV� r�Y 5' MIN 12f 12:1 MAX TYPE B PARALLEL 121 MAX 12 t MAx_ � AND 204.07 FOR METHODS OF INSTALLING DETECTABLE WARNINGS ON A RADIUS. "--'_ 4' MINT�I}II -11 AT ,Y' 2" HIGHER THAN e1 EDGE OF PAVEMENT AT X X ,SAME AS TOP OF CURB TYPE C PARALLEL & PERPENDICULAR TRUNCATED DOME 1.6"-2.4" C-C 0 O O O O 0 O z_ O Q O 0 0 0 0 0 - 0 0 0 0 0 0 0 0 0 0 0 0 CT � 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LANDING RAMP + v o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 '0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 50Z-65Z OF BASE DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N TOP DIAMETER DETECTABLE WARNING o AT BACK OF CURB I_ 1 0.9'IAMlE I VARIABLE FULL WIDTH OF RAMP FLOOR _I SEE NOTE 11. BASES PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL XVDOT A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION ROAD AND BRIDGE STANDARDS C G -12 DETECTABLE WARNING SURFACE REFERENCE SHEET 10F 5 REVISION DATE (GENERAL NOTES) 105 502 204.01 04/19 VIRGINIA DEPARTMENT OF TRANSPORTATION 504 PAVE OVER PRIME AT 0.4 GA/SY - PAVE OVER PRIME AT 0.1 GA/SY PAVEMENT SECTION DETAIL NOT TO SCALE CG-12 A #5 DOWELS, 8" LONG AT 12" C-C 5' ti 12:1 MAX rt HMY (SEE TABLE) A TRANSITION GUTTER PAN SLOPE TO 20:1THROUGH RAMP LENGTH 5'-0" MIN SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB 48 =1MAX 20:1 48 1 MAY 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 1 OF 5. 2. THE REQUIRED LENGTH OF A PARALLEL RAMP IS 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 9 4 8 12 5 10 15 6 1 14 15 XVDOT ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 1 REVISION DATE 204.03 04/19 WITH BUFFER STRIP RAMP (SEE TABLE) TRANSITION GUTTER PAN SLOPE - 5, MIN TO 20:1THROUGH RAMP LENGTH GUTTER PAN MAXIMUM SLOPE 20:1 1�X 12:1 MAX. 9t WITHOUT BUFFER STRIP EXAMPLE INSTALLATION METHODS - SEE PLANS FOR LAYOUT LANDING 48:1 MAX. SLOPE CURB CROSSWALK -_12'1 Mox GRASS OR CONCRETE CURB ONE DIRECTION WITHOUT BUFFER STRIP CROSSWALK LANDING 48:1 MAX. SLOPE y MAX. 5' MIN Ao ONE DIRECTION WITH BUFFER STRIP CROSSWALK CONCRETE I I CROSSWALK TWO DIRECTIONS SMALLER RADII cRossSALK 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 CC-12 DETECTABLE WARNING SURFACE REFERENCE TYPE B (PARALLEL) APPLICATION 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 504 EXISTING TRAVEL LANE/PARKING EX PAVEMENT SECTION 12" EDGE OF EXISTING MINIMUM PAVEMENT AS DETERMINED IN FIELD i / SMOOTH SAW CUT - J EX PAVEMENT TO BE DEMOLISHED PAVEMENT DEMOLITION DETAIL FOR UNCONFINED PAVEMENT EDGES NOT TO SCALE Opr� ��" �JOHN DAVID BEIRNE JR Lic. No. 042267 o _ C ENGINEERS SURVEYORS PLANNERS AsSOCIATES PO Box 4119 3040 Avemore Square PI. Lynchburg, VA24502 Cba,Irtte ille,VA229„ Phone: 434.316.6080 Phone: 434.984.2700 o"a11S1"1 DESIGNED BY: `1DB PROJECT. STONEFIELD BLOCK D-1 INITIAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA SET REV. N0, DRAWN BY: KTM DRAWING NUMBER: C - 9 TITLE: DETAILS DIHR BY. HFIN SHEET NUMBER: 9 Of 11 WWA NUMBER: IWWW.WWaS 219040.02 FILE NAME: 904002C_ND-5.dwg DISCIPLINE: CIVIL SCALE: H: N/A V. N/A DATE: 10117119 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE 3 I J UI O O O O / c v q) cn' G O O d- O _O N c v CL N a) q) c I 0 Y U O 00 O V O N / EX 15' CENTRAL TELEPHONE ; EX 15' POWER -� I I I I I 1 I I COMPANY ESMT • I I • ° I PU LIC EA EMENT t ESMT D.B. 224 . 145 D.B. 4282 P. 743 D.B. 4160 P P. 1 D B. 741 P. 249I I \ 99 �" ' ✓ Y ° EGRESS I ° - - + i � + � 23' INGR S/ + EASEM T z d 005° 10'06" �' •� � < _ _ ' ACSA WATER EASEMENT - 4135 P. 249 R=126.50' • INGLEWOOD DRIVE D.B. 4391 P. 331 EX 12" CL=1 1.41 ' WATER LINE n J I IF L=11.41' CHD=S 1 7°33'S5" • _„ W W W W W W W STOP -_ 6 DECIDUOUS W DROP INLET W W • ° L '" i � � TREE W � W W GRATE YARD INLET GRATE W W W W WSIGN /� EX 8" SAN / W TOP=505.37 DROP INLET SAN SAN -' SAN W TOP=505.60 GRATE / W - ea S Q I 4 ° W TOP=500.28 D PK NAIL - + W W W W LP g �/ EL=500. 8 " a -- -_ - -- - N80°21'13"E NO LEFT �-- W 6 DECIDUOUS TURN SIGN II QP v v a v o c v v v v v 0 208.44 *' o ° v o LP v D 1.79' BM PK NAIL TREE a v a 1 t � 509.50 o v o 500.00 a W I - _ EL=518.26 GR a o 11VG W / SPEED LIMIT % / l _ 502.16' K + + IF THIS DRAWING IS A REDUCTION 11M / 6° 25 SIGN 507.00' 03.00' GR 496.50' a o D�U u0� DECIDUOUS - P P / l / 507.00' GR GR P _ PEED LI IT �' ` o GRAPHIC SCALE MUST BE USED � I TRH * a v v a a4 FF (BUILDING) COMCAS � � Q � 25 SIGN � a SCALE: 1 " = 20' N80°21'13"E JUNCTIO 496.50' c� G = OP INV=521.64 a / „ 509.50' BOX G 73.50' �I S37°06'30"W %/ a d =023 21 47 FF (ENTRY COURTYARD) 6 + Q 25.95' °° � R=203.50' �� DECIDUOUS a � CL=82.41 ' ENTRY ® GARAGE a v TREE 20O 20 \ o DECIDUOUS / L=82.98' EX GASLINE EASEMENT U L � a + + TREE 6 CHD=S23*40'06"W/ I Q.B. 4186 P. 321 0 LP DECIDUOUS d o TREE I d I d 022°07'39" W W W Q = 127.50° 496.50' a a Q ^ 520.00' I L=48.93'7 GR WA 12„ IN TER L E Q ) GR * o L=49.24' / 507.83 a d! '� z CHD-N26°02'41 "E FF COURTYARD 96.50' F + a> o o 0 e 0 y Ca v c� a ,� PARKING GARAGE / I DECIDUOUS �``� b / / E FANC LEVEL / Q TREE a R=201.50' 23' INGF� � ASEMENT Q n PP / CL-28.68' / DOWN D.B. 4' 5 P. 249 L-28.71 '% 496.00' I xx / I CHD=N 16'04'05 "E GR d + � M A cv I III PA I w M N oNt � I I ++ ++ HYATT PLACE TMP 61 W-03-24 I DECIDUO S / I / % MACFARLANE STONEFIELD LLC Q o p Aa TREE I / / a a + D.B. 4� 65 P. 1 C� p 6 " s _ w EC U E o R r v 496.50'COO °° o � / G Q RIGH TURN I d ` / $ a o OP - SIGN a / / 4 co � a z A o Q BLOCK D-3 EX VARIABLE WIDTH a I POWER ESMT w a ` � � � � FF (GROUND FLOOR) O � � a HYATT PLACE HOTEL D.B. 4160 P. 199 0' / / / - C a a 6 STORIES �� FFE=496.5 BLOCK D- I / \ cn + OI I / �I v I n v 1 COMC�T + a` I VAULT UP � DOWN o I 1 6�' a I DECI OU / I 496.50' a ,v I I a, j�REE I / I / GR xk a A J / J ° I a a I / V f / FILTERRA ° a I I ao / 495.00' U� INV=494.67 ° ' N ELOS LILT � o x II / GR I � T I � 1 496.50 o G < va + Q / I a xx x I / a + GR I e o I DECI UOUS _ a m TREE � i m + ° PA -SIGHT DISTANCE ` c G + + 4 + EASEMENT 1 D.B. 4135 P. 249 496.50' v ' 43. 6 a + o 1 49 6.50' p + 6 DROP INLET a + ,�, TOP- 94.17 RIGHT TURN a f I I- 499.00 496.50' ' + + SIGHT DISTANCE ONLY SIGN I E , 500.00' � 496.50' a EASEMENT / GR / GIR 0 + D.B. 4135 P. 249 a _ - 00.00' 499.00 - ' - o Q o ECIDUOUS � � - � � I ��_ - 4950 STO STONE l E d=1 1 °40'27" GR SIGN - a WAL \ PEO TRIA 50.77 - A a _ \ a a _ I R-260. 1' ° I �Q CROSSN ---�- • v0 5` 4„W v > ' Q" -� o _ _ - - DROP INLET � CL=52.89' i \ - 5284- - o - o • o I ! TOP=514.83 TRAF F1EAD SIGN- CROSSWAL v x QP X QP xLP QP QP POST a \ \D=N2 °27'48"E\ / / a QP 9 QP O - � MH 0 I TI FFIC \ \ \-508,55 °3 �° a o a LT � 1', � � / OP 46.5 SIDEWALK S09°38'30„Em DROP INLET MAINTENENCE 8" 46.4 13.18' 43.5 NDCAPED \ N FS 0 R LP �� GRATE EASEMENT DECIDUOUS N41 °00'51 "E� o \ AREA TOP=500.46 OP 8 " D.B. 4135 TREE DECIDUOUS P. 249 43.4 8 I TREE DISTRICT AVE. 8 , 8„ a - 9DECIDUOUS - DROP INLET } DECIDUOUS a OP 46.6 GRATE TREE I DECIDUOUS TREE DROP INLET -i TOP=505.43 ' --�"` TREE GRATE TRAFFIC OP - TOP=494.25 I N83° 1 102 "E LIGHT I 46.7 _ - 8" r6.57 POLE DECIDUOUS 8» TREE � � ' VARIABLE WIDTH II - TREE UOUS DECIDUOUS -- NGRESS/OBE 4135 P EASEMENTSS 249 CAI T I I TREE EX 12 SIGHT DISTANCE EASEMENT l VAULT WATER LINED.B. MARQUIS FIG R-94.0 A � W SIDEWALK W W W W 4135P� 249 W W W W W TRAFFIC � STO E IELD � I d =01 1 °39'25" " W W � L W W W W W MAI NTENENCE W W JUN ION CL=19.09' - EASEMENT i BOX s L.w 12' D.B. 4135 P. 249 - CHD= 36°07'45"E 46.8 + + + h a a a � a - C v d v o v o G 4 a a e v- ----- _ W 4 W _ _ a ---4- - - oa - - - a ao ° v a v_ a o -- j a v v a a Q I m z7 a - - - ��1 TH OF G DESIGNED BY: PROJECT: STONEFI ELD BLOCK D- 1 SET REV. N0. ��� = ENGINEERS JDB INITIAL SITE PLAN DRAWN BY: VIRGINIA DRAWING NUMBER: o' ! SURVEYORS KTM ALBEMARLE COUNTY, JJOHN DAVID BEIRNE JR PLANNERS TITLE: Lic. No. 042267 °'HR BY: LANDSCAPING PLAN C - 10 ASSOCIATES HFW P© Box 4119 3040 Avemore Square Pl. SHEET NUMBER: Lynchburg, VA24502 Charlottesville, VA229„ WWA NUMBER: FILE NAME. DISCIPLINE: SCALE. DATE: S 1 ` Phone: 434.316.6080 Phone: 434.984.2700 CIVIL H: 1-20' 1 0 o f 1 1 S O www,wwassociates.net 219040. 02 904002C_LS- l.dwg 10117119 N0. SHEET REVISION BY DATE N0. SHEET REVISION BY DATE V. N/A C TREE PROTECTION 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 LINE 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 LINE 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 LIMITS 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. GENERAL LANDSCAPING NOTES: 1. LANDSCAPE CONTRACTOR SHALL CONTACT "MISS UTILITY" 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 LIST 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 SUPPLIED 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 SHALL RECEIVE TAG FROM EACH PLANT SPECIES AND A LIST OF PLANT SUPPLIERS. WHERE ANY REQUIREMENTS ARE OMITTED FROM THE PLANT LIST, THE PLANTS FURNISHED SHALL MEET THE NORMAL REQUIREMENTS FOR THE VARIETY PER THE AMERICAN STANDARD FOR NURSERY STOCK, LATEST EDITION, PUBLISHED 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 SHALL 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 SHALL BE DONE BEFORE PLANTING OR DURING THE PLANTING OPERATION EXCEPT FOR PRUNING OF BROKEN LIMBS DUE TO HANDLING. 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. ROOTBALLS/ CONTAINERIZED PLANTS ARE TO BE THOROUGHLY WATERED DAILY IN THE MORNING. UNDER NO CIRCUMSTANCES ARE TREES TO BE STORED ONSITE FOR MORE THAN ONE WEEK. 14. NTI-DESICCANTS SHALL BE APPLIED 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 SLIGHTLY 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 LIST OF ALL DEAD MATERIALS REMOVED AND PRESENT A COPY OF THE LIST 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 SHALL 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 ROOTBALL 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 BACKFILLING 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 FERTILIZER APPLIED AT THE TIME OF PLANTING PER SOIL TEST SPECIFICATIONS USING A SLOW -RELEASE NATURAL FERTILIZER. 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. PLANTING NOTES: 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 LIST 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. 11.LOW MAINTENANCE GROUND COVER (NOT GRASS) SHALL BE INSTALLED ON ALL SLOPES STEEPER THAN 3:1. PLANT SCHEDULE & GRAPHIC SYMBOL KEY FOR EXISTING LANDSCAPE Total Canopy@ Canopy Symb Botanical Name Common Name Type Size Spacing Remarks QTY 10-Yr (sf) Total (sf) Amelanchier Autumn Brilliance AG 2 grandiflora'Autumn B&B 8' As Shown Ornamental (Flowering) 130 260 Serviceberry Brillance' Platanus acerifolia Bloodgood London 2 1/2" PA 4 B&B As Shown Shade 479 1,916 'Bloodgood' Plane Tree cal Gleditsia Thornless 3 GT 3 triacanthos var. B&B As Shown Shade 541 1,623 Honeylocust cal al inermis 'Skyline' Quercus phellos Hightower Willow 2 1/2" QP 13 B&B As Shown Shade 419 5,447 'OPSTN Oak cal TOTAL CANOPY OF TREES AND SHRUBS IN EXISTING LANDSCAPE 9,246 PLANT SCHEDULE & GRAPHIC SYMBOL KEY FOR NEW LANDSCAPE Total Canopy@ Canopy Symb Botanical Name Common Name Type Size Spacing Remarks QTY 10-Yr (sf) Total (so Quercus phellos Hightower Willow 2 1/2" OP 4 B&B As Shown Shade 419 1,676 'QPSTA' Oak cal TOTAL CANOPY OF TREES AND SHRUBS IN NEW LANDSCAPE 1,676 NOTE: 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 COVERAGE: PROJECT AREA: 108,028 FT2 PERCENT OF TREE COVER REQUIRED: 10% CANOPY COVER REQUIRED: 10,803 FT2 CANOPY PROVIDED: 10,922 Ff2 DOUBLE STRAND 12-GA. GALV. WIRE TWISTED IN 1/2" RUBBER HOSE 3" MULCH EXTENDED OVER BERM SET TOP 1 /8 OF ROOT BALL ABOVE 3" EARTH FINISHED GRADE SAUCER EX GROUND 4 �. -III III III III - L - o --� III III I - REMOVE BURLAP III III III III II FROM TOP 1/2 % OF ROOTBALL 2" X2 HARDWOOD SUBSOIL BROKEN J STAKE 3 PER TREE. WITH PICK BACKFILL WITH SOIL MIX OF DRIVEN INTO FIRM 3/4 EXISTING SOIL & 1 /4 SUBGRADE AT 45' 12" R ORGANIC MATTER NOTE: THIS DETAIL FOR DECIDUOUS AND EVERGREEEN TREES OVER 12' IN HEIGHT GUYING DETAIL FOR LARGE TREES NOT TO SCALE Ali 0 �I OI M to SET TOP 1 /8 OF ROOT BALL ABOVE FINISHED GRADE EX GROUND DOUBLE STRAND 12-GA GALV. WIRE TWISTED IN 1/2- RUBBER HOSE 6" FROM TOP OF STAKE 2"X2" HARDWOOD STAKE 2 PER TREE I I � -3" MULCH EXTENDED OVER BERM 3" MIN 3" EARTH SAUCER 11 I I1 I I1 I I1 I I1 I I III' I' I I1 I I1 I I1 I I1 I I1 I I1 I N = TTOP01 '"'REMOVE OF ROOTBAURLAP LL BACKFILL WITH SOIL MIX OF 3/4 EXISTING SOIL & 1 /4 Z SUBSOIL ORGANIC MATTER N BROKEN/SCARIFIED WITH PICK OR SPADE 12" NOTE: THIS DETAIL FOR EVERGREEN AND DECIDUOUS TREES UNDER 12' IN HEIGHT. PLANTING AND STAKING DETAIL NOT TO SCALE OT (JOHNID BEIRNE JR o. 042267AsSOCIATES �� o� _ PLANNERS PO Box rg,VA2 3040Iwt mi ,VA2 911 Lynchburg, VA 24502 Charlottesville, VA ??91I Phone: 434.316.6080 Phone: 434,984.2700 wwNvwwassociatcs.net DESIGNE BY JDB STONEFIELD BLOCK D-1 INITIAL SITE PLANENGINEERSSuxvEYoxs ALBEMARLE COUNTY, VIRGINIADRAWING SET REV. No. DRAWN BY: KrM NUMBER: TITLE: LANDSCAPING DETAILS AND NOTESC-11 DIHR BY: HFWSHEET NUMBER: 1 1 0f 11 WWA NUMBER: 219040.02 FILE NAME: 904002C-LS-2.dwg DISCIPLINE: CIVIL SCALE: H: NIA V.-NSA DATE: 1011 7119 N0. SHEET REVISION BY DATE N0. SHEET REVISION BY DATE