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HomeMy WebLinkAboutSDP202000024 Plan - Submittal (First) Final Site Plan and Comps. 2020-02-28STONEFIELD BLOCK D 1 FINAL SITE PLAN A 1,,BFm A R 1.1F, COT TNTY VTR GTN T A I SHEET NO. DRAWING NO. TITLE 1 OF 12 C-1 COVER SHEET 2 OF 12 C-2 ABBREVIATIONS AND LEGEND 3 OF 12 C-3 GENERAL NOTES 4 OF 12 C-4 EARTHWORK REQUIREMENTS 5 OF 12 C-5 PROFFERS 6 OF 12 C-6 EXISTING CONDITIONS 7 OF 12 C-7 DEMOLITION PLAN 8 OF 12 C-8 SITE LAYOUT PLAN 9 OF 12 C-9 SITE GRADING PLAN 10 OF 12 C-10 DETAILS 11 OF 12 C-11 DETAILS 12 OF 12 C-12 STORM SEWER PROFILES & CALCULATIONS APPENDIX PARKING GARAGE LAYOUT (NOT IN SET) (NOT IN SET) LANBSGAPE PLAN (NOT IN SET) LANBseAPE 0E"LT (NOT IN SET) 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. SITE PLAN NOTES: 1. THE PURPOSE OF THESE PLANS IS TO SHOW THE SITE IMPROVEMENT MODIFICATIONS REQUIRED FOR THE CONSTRUCTION OF A 220 UNIT, RESIDENTIAL APARTMENT BUILDING AND 2,000 SQ.FT. COMMERCIAL SPACE 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. 4. REFER TO "STONEFIELD TOWN CENTER FINAL SITE PLAN AMENDMENT" (SDP 201 1-00065; WPO 2014-00059) AND "STONEFIELD BUILDING C1—IV FINAL SITE PLAN AMENDMENT" (SDP 2011-00055; WPO 2014-00047) FOR ADDITIONAL INFORMATION INCLUDING BUT NOT LIMITED TO GENERAL NOTES AND DETAILS, STORM DRAINAGE AREA MAPS AND CALCULATIONS, AND LANDSCAPING DETAILS AND CALCULATIONS. 5. STORMWATER MANAGEMENT FOR THE AREA ENCOMPASSED WITH THIS PLAN ARE PROVIDED WITH WPO 2010-00023, WPO 2013-69, WPO 2011-00047, WPO 2011-00055, AND WPO 2011-00036. THIS PLAN IS IN CONFORMANCE WITH THOSE REQUIREMENTS FOR QUANTITY AND QUALITY CONTROLS AS WELL AS MS-19. 6. PARKING COUNTS HAVE BEEN UPDATED TO REFLECT THESE IMPROVEMENTS. 7. PUBLIC WATER & SEWER IS PROVIDED TO THIS SITE THROUGH THE ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA). 8. 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. 9. PARKING CALCULATIONS REFLECT THE STONEFIELD TOWN CENTER BLOCKS A—D AS CURRENTLY DEVELOPED AND DO NOT INCLUDE BUILDINGS SHOWN ON THE APPROVED STONEFIELD TOWN CENTER FINAL SITE PLAN AMENDMENT THAT WERE NOT CONSTRUCTED. 10. THE SIDEWALK MAINTENANCE AND INGRESS/EGRESS EASEMENTS FOR DISTRICT AVE. WILL BE REVISED BY PLAT UNDER SEPARATE COVER. ALBEMARLE COUNTY DEPARTMENT APPROVAL: APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE & RESCUE ALBERMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT WP02011-00055 SDP2011-00047 SDP2019-00057 N 10 -)371 �p �� FASHION J SQUARE MALL WHITEWOOD F, RD pP� pe- y SITE ST O QC��Pp SEMINOLE SQUARE y SHOPPING <° CENTER cis US HWY 29/250 BYPASS f'O 9� e� A- �o\ o� VICINITY MAP SCALE: 1 "=2000' BLOCKS A—D PARKING REQUIREMENTS: EXISTING SHOPPING CENTER: EXISTING HOTEL —GUEST ROOMS: —CONFERENCE ROOMS: —CAFE: BLOCK D1 APARTMENTS: BLOCK D1 RETAIL: 1,063 SPACES ((236,248 GLA/1,000=236.25), 236.25*4.5=1,063) 137 SPACES (1 SPACES/HOTEL ROOM) 24 SPACES (1,790 SF/75 = 24) 11 SPACES ((782 SF/1,000)x13 = 11) 330 SPACES (220 UNITS*1.5 SPACES/UNIT) 9 SPACES ((2.000 GLA/1.000=2). 2*4.5: BLOCKS A—D TOTAL PARKING REQUIRED: 1,574 SPACES BLOCKS A—D PARKING PROVIDED: EXISTING SPACES: 1,518 SPACES PARKING REMOVED W/SITE PLAN: —279 SPACES STRUCTURED PARKING PROVIDED: 347 SPACES (INCLUDES 7 HANDICAPPED SPACES) BLOCKS A—D TOTAL PARKING PROVIDED: 1,586 SPACES SITE DATA OWNER/DEVELOPER: OCT STONEFIELD PROPERTY OWNER LLC C/O O'CONNOR CAPITAL PARTNERS LLC 535 MADISON AVENUE, 6TH FLOOR NEW YORK, NY 10022 ATTN: OJAS DESAI EMAIL: ODESAIOOCONNORCP.COM ENGINEER: WW ASSOCIATES, INC 968 OLYMPIA DRIVE, SUITE 1 CHARLOTTESVILLE, VA 22911 (434) 984-2700 ATTN: JOHN D. BEIRNE, JR., P.E. EMAIL: JBEIRNEOWWASSOCIATES.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: COUNTY, STATE: MAGISTERIAL DISTRICT: WATER PROTECTION AREA: TAX MAP/PARCEL: ZONING: OVERLAY DISTRICT: AREA EXISTING USE: PROPOSED USE: TRASH: YARD REQUIREMENTS: PROPOSED BUILDING HEIGHT: BUILDING GROSS AREA: TRAFFIC GENERATION: (PER ITE TRIP GENERATION MANUAL, 8TH EDITION) TOTAL VPD: BLOCK D1 LAND USE SCHEDULE WW ASSOCIATES, INC BY FIELD SURVEY PERFORMED ON: SEPTEMBER 20, 2019 ALBEMARLE COUNTY, VA JACK JOUETT N/A (NON —WATER SUPPLY WATERSHED) TM 61 W, PARCEL 3-19A NMD (NEIGHBORHOOD MODEL DISTRICT) ENTRANCE CORRIDOR & AIRPORT IMPACT PARKING LOT RESIDENTIAL (APARTMENTS) COMMERICAL ON —SITE DUMPSTER THERE ARE NO MINIMUM OR MAXIMUM LOT WIDTHS OR DEPTH REQUIREMENTS. 88' MAX. (VARIES; 6-7 STORIES) 77,774 SF APARTMENTS (USE 220) 6.65 TRIPS/UNIT/DAY 220 UNITS x 6.65 = 1,463 VPD SPECIALTY RETAIL CENTER (USE 814) 44.32 TRIPS PER 1,000 SQ.FT. OF GLA ((2,000/1,000)x44.32 = 89 VPD 1,463 + 89 = 1,552 VPD TOTAL SITE (NEW PARCEL) 2.47 AC. (100%) BUILDING 1.79 AC. (72%) OPEN SPACE 0.33 AC. (13%) OTHER IMPERVIOUS 0.35 AC. (15%) `'NF = DESIGNEDJDe. PROJECT.- SET BLOCK D-1 SET REV. N0. TH O O� I E INEER FINAL SITE PLAN — p SURVEYORS DRAWN KTM ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: PLANNERS TITLE: Lie. No _67 S DIHR BY. COVER SHEET C— 1 ;�o j ww� ASSOCIATES NUMBER: .r>7 3 `� a O PO Box 4119 968 Olympia Dr, Suite 1 SHEET E ti Lyn chburg,VA24502 Charlottesville, VA22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Phone: 434.316.6080 Phone: 434,984.2700 1 o f 12 SSIQNAL 219040.03 904003C_CS— l.dwg CIVIL H: AS SHOWN 02�28�20 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE N00®11N www.�wassoci�ites.net V. N/A EX SYMBOL LEGEND NEW AIR RELEASE VALVE POG $ BENCHMARK/FFE 0�G BLOW OFF VALVE 00G ® BOLLARD C BORE HOLE ❑o BUILDING COLUMN ❑o BUSH 0 © CABLE BOX CEMETERY CONIFEROUS TREEIlk- ABBREVIATIONS G DECIDUOUS TREE AFF ABOVE FINISHED FLOOR HB HORIZONTAL BEND RT RIGHT HE DRAINAGE INLET GRATE AHD AHEAD HC HANDICAP R/W RIGHT OF WAY O DRILL HOLE ARV AIR RELEASE VALVE HDPE HIGH DENSITY POLYETHELENE SAN SANITARY SEWER (D ELECTRIC METER BOX O BC BACK OF CURB HK HOOK SBL SOUTH BOUND LANE T ELECTRIC PANEL BOX T BF BLIND FLANGE HWL HIGH WATER LEVEL SD STORM DRAIN 0 ELECTRIC PEDESTAL ❑E BFF BASEMENT FINISHED FLOOR ID INNER DIAMETER SDMH STORM DRAIN MANHOLE ELECTRIC MAN HOLE BM BENCH MARK INV INVERT SL SLUDGE FIRE DEPARTMENT CONNECTION lb BK BACK IPF IRON PIPE FOUND SQ SQUARE FIRE HYDRANT BOV BLOW OFF VALVE IRF IRON PIN FOUND S.S. STAINLESS STEEL FLAG POLE b BW BOTTOM OF WALL IRS IRON PIN SET SSMH SANITARY SEWER MANHOLE © GAS MAN HOLE CATV CABLE TELEVISION JB JUNCTION BOX STA STATION GM GAS METER GM CG CURB & GUTTER LAT LATERAL STD STANDARD GAS VALVE H pd CIP CAST IRON PIPE LF LINEAR FEET STL STEEL © GENERATOR CENTER LINE LP LAMP POST SW SIDEWALK �\ GROUND LIGHT 44 CMP CORRUGATED METAL PIPE LT LEFT TBA TO BE ABANDONED GUY POLE -0 CO CLEAN OUT LWL LOW WATER LEVEL TBR TO BE REMOVED HANDICAPPED PARKING CONC CONCRETE MF MONUMENT FOUND TC TOP OF CURB 0 HEAT PUMP 0 COR BOUNDARY LINE CORNER MH MANHOLE TSV TAPPING SLEEVE AND VALVE 0 IRON PIN 0 CPP CORRUGATED PLASTIC PIPE NBL NORTH BOUND LANE TW TOP OF WALL LIGHT POLE CY CUBIC YARDS NC NORMALLY CLOSED TYP TYPICAL MAILBOX DI DROP INLET NF NAIL FOUND UG UNDERGROUND MONITORING WELL Q DIA DIAMETER NO NORMALLY OPEN UGT UNDERGROUND TELEPHONE F-1 MONUMENT FOUND DIP DUCTILE IRON PIPE NS NAIL SET UGU UNDERGROUND UTILITY MONUMENT SET EF EACH FACE NIC NOT IN CONTRACT LION UNLESS OTHERWISE NOTED PANEL POINT 8 EL ELEVATION NTS NOT TO SCALE VB VERTICAL BEND POWER METER ELEC ELECTRIC OC ON CENTER VHD VEHICLES PER DAY POWER POLE EOP EDGE OF PAVEMENT PE POLYETHYLENE W WATER -o--� ROAD SIGN -o--� EOTL EDGE OF TRAVEL LANE PF PLANT FLOW WAS WASTE ACTIVATED SLUDGE -- SANITARY CLEAN OUT EQPT EQUIPMENT PGL PROFILE GRADE LINE WL WATER LINE SANITARY SEWER MAN HOLE O EW EACH WAY PP POWER POLE WM WATER METER -� SIGN EX OR EXIST EXISTING PROP PROPOSED WSE WATER SURFACE ELEVATION 0 SPRINKLER HEAD FF FINISHED FLOOR PRV PRESSURE RELIEF VALVE WT WATERTIGHT (2 STORM DRAIN MAN HOLE O FH FIRE HYDRANT PS PLANTED STONE FOUND WWF WOVEN WIRE FABRIC Fol TRAFFIC LIGHT POLE 0 FM FORCE MAIN PVC POLYVINYL CHLORIDE XING CROSSING 0 TELEPHONE MAN HOLE TT FL FLOURIDE PVMT PAVEMENT YDS YARDS ❑T TELEPHONE PEDESTAL 0 FOC FACE OF CURB RAS RETURN ACTIVATED SLUDGE YH YARD HYDRANT TELEPHONE POLE $ GALV GALVANIZED RCP REINFORCED CONCRETE PIPE Z TELEPHONE JUNCTION BOX GV GATE VALVE REQ'D REQUIRED P TEST PIT TP 61 NOTES: E TRAFFIC CONTROL BOX 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL SYMBOLS AND ABBREVIATIONS SHOWN MAY NOT BE USED. C TRAFFIC JUNCTION BOX ❑J A TRAVERSE 0 UTILITY MARKER POST ❑o UTILITY POLE Cc-) O VENT PIPE O WO WATER MAN HOLE 0 ATE WATER METER WATER SURFACE ELEVATION X WATER VALVE wv OW WELL IM YARD GRATE EXISTING - - R/W - - RAW OHCT OHCT UGCT UGCT UGCT DRN OHT OHT UGT UGT UGT OF OFF OHE UGE UGE 0-0-0-0 GAS GAS PF RAS FM FM SAN SAN SL TOB TOB OHU OHU UGU UGU WAS W W W BW BW BW D D D - FBW FBW FE FE FE FW FW FW NPW WP WP WP RAW RAW LINETYPE LEGEND BUILDING OVERHEAD ADJACENT PROPERTY LINE ADJACENT RIGHT-OF-WAY BOUNDARY PROPERTY LINE BOUNDARY RIGHT-OF-WAY BUILDING SETBACK BUSH LINE CATV OVERHEAD CATV UNDER GROUND DRAIN TELEPHONE OVERHEAD TELEPHONE UNDER GROUND DITCH CENTER LINE EASEMENT - CONSTRUCTION AND GRADING EASEMENT - SLOPE EASEMENT - SANITARY SEWER EASEMENT - STORM EASEMENT - STORMWATER MANAGEMENT EASEMENT - UTILITIES EASEMENT - WATER EFFLUENT OUTFALL ELECTRIC OVERHEAD ELECTRIC UNDER GROUND FENCE BARBED WIRE FENCE CHAIN LINK FENCE WOOD FENCE WOVEN WIRE GAS UNDER GROUND GRAVEL GUARD RAIL PAVEMENT ASPHALT PLANT FLOW RAILROAD CENTERLINE RETURN ACTIVATED SLUDGE ROAD CENTERLINE SANITARY FORCEMAIN SANITARY SEWER SLUDGE STORM SEWER STREAM CENTERLINE TOP OF BANK TOPO MAJOR CONTOUR TOPO MINOR CONTOUR TREELINE UTILITY OVERHEAD UTILITY UNDER GROUND WASTE ACTIVATED SLUDGE WATER LINE WATER LINE - BACKWASH WATER LINE - COLD WATER LINE - DRAIN WATER LINE - FILTER BACKWASH WASTE WATER LINE - FILTER EFFLUENT WATER LINE - FILTERED WATER LINE - HOT WATER LINE - NON -POTABLE WATER LINE - PRIVATE WATER LINE - RAW WATER LINE - REVISED WETLAND LIMITS NEW - - R/W --- RAW DRN OF UGE UGE —0-0-0-0 PF RAS FM SAN SL TOB TOB 13M0 W W W BW BW BW CW CW CW D D D FBW FBW FE FE FE FW FW FW HW HW HW NPW WP WP WP RAW RAW RWL `'NF = DESIGNEDJDe. PROJECT.- SET BLOCK D-1 SET REV. N0. TH O O� I E INEER FINAL SITE PLAN — p SURVEYORS DRAWN KrM ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: PLANNERS TITLE: °'HR BY. ABBREVIATIONS AND LEGEND C-2 Lie. No _67 �: ASSOCIATES HFW �-°,n 3 -(p - a 0 /G�'7 �' Po BoX a119 96x olymP a Dr, s«,te 1 SHEET NUMBER: Lynchburg, VA24502 Chadottesvilk,VA22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Phone: 434.316.6080 Phone: 434,984.2700SSIQNAL �w.6080 ssociatcs.nct 219040.03 904003C_ND-l.dwg CIVIL H: N/A 02128120 2 of 12 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE N00®11N V. N/A 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. 20. THE PROPOSED BUILDING WILL BE SPRINKLED. CALCULATED SPRINKLER FLOW RATE = 570GPM. 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 ADJACENT 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 ALL ON -SITE COMMERCIAL AREAS. THE PROPOSED IMPERVIOUS COVER FOR BLOCK D1 IS 84.2%. THEREFORE THE EXISTING NORTH UGD IS ADEQUATE TO PROVIDE STORMWATER DETENTION FOR THE PROPOSED IMPROVEMENTS. 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 AND THE BIOFILTER INSTALLED AS PART OF THE STONEFIELD BOULEVARD ROAD PLAN, WPO# 201 1-00036. THE ORIGINAL BMP ANALYSIS FOR BLOCK D1 WAS DEFINED AS PART OF THE STONEFIELD BUILDING C1-IV FINAL SITE PLAN, WPO# 201 1-00055. 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%. THE REQUIRED OVERALL POLLUTANT REMOVAL RATE IS 74% FOR THE RE -DEVELOPMENT OF BLOCK D. PLEASE REFER TO BMP COMPUTATIONS USING THE SIMPLE METHOD WORKSHEET PROVIDED ON THE VSMP 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 2,000 0 220 0 110,000 209 2,000 110,000 429 BLOCK GROUP 1 TOTAL 2,000 0 220 141,761 242,095 209 143,761 242,095 429 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 2,000 0 220 306,425 264,975 459 308,425 264,975 679 F - DESIGNEDJDe. PROJECT.- SET BLOCK D-1 SET REV. N0. TH O O� I E INEER FINAL SITE PLAN - SURVEYORS DRAWN KrM ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: PLANNERS TITLE: Lie. No _67 ,� S DIHR BYH GENERAL NOTES C - 3 j w4 � ASSOCIATES NUMBER: 3 `� ID PO Box 4119 968 Olympia Dr, Suite 1 SHEET E ti Lynchburg, VA24502 Charlottesville, VA22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Phone: 434.316.6080 Phone: 434,984.2700 SSIQNAL �� w.6080 ssoc;ates.nct 219040.03 904003C_ND-NDCIVIL H: N/A 02128120 3 of 12 NO. SHEET REVISION BY DATE NO. SHEET REVISION t-my- DATE N00®11N V. N/A 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 M 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 F - DESIGNEDJDe. PROJECT.- SET BLOCK D-1 SET REV. N0. TH O O� I E INEER FINAL SITE PLAN - SURVEYORS DRAWN KrM ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: PLANNERS TITLE: DIHR BY. EARTHWORK REQUIREMENTS C-4 Lie. No _67 �: ASSOCIATES HFW ,w 0 3 -�p - a 11; Po Box 4119 968 Olympia Dr, Suite 1 SHEET NUMBER: ti Lynchburg, VA24502 Charlottesville, VA22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Phone: 434.316.6080 Phone: 434,984.2700 SSIQNAL w.vwassociattes.nct 219040.03 904003C_ND-3.dwg CIVIL H: N/A 02128120 4 of 12 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE N00®11N V. N/A 01 311: 13 4 L I I - Z I Q to a 0 V 0 0) __� C .2 a- Q) -+1 .- U) -6 C: IZ PC) 0 6 1* 0 0) V_ C14 1_� r_ ra a: q) :L1 0 '1Z) Q) zr_ q) C a .11--, (f) V_ I 1_411 __V 0 -2 Q0 0 It 0 0) %_ C14 1_� :Z - . 1, - - - W�_:� 1.11 11. I ,,i.��11,'�61'.;Zl.11�'� 4, , ,t�l "' I a M, APR 0 3 .Ml� J . COUNTY OF ALBFMARLE BY11"_ _____ .... Department of Community Development 401 McIntire Road, North Wing cluorlottesville, Virginia 22902-4596 Phone (434) 296-5832 r,ax I L434) 972-4126 - - . March 23,2012 Valerie Long 321 E. Main St., Suite 400 Charlottesville, Va 22902 RE: ZMA201100007 Albemarle Place/Stonefield Proffer Amendment TAX MAP, PARCELS: 061Wo_o3-00-019A0, 061WO-03-00-01980 (as It has been WO-03-00-02300, OBIWO-03-00-02400, 061 WO-03-00-02500 subdivided), 061 Dear Ms. Long: The Board of Supervisors approved the above referenced application on March 14, 2012 in . lached proffers dated March 13, 2012, please refer to this document for accordance with the al -ations and requests on this property. any future applir Gi n Please be advised that although the Albemarle County Board of Supervisors took a tio on the project noted above, no uses on the property as approved above may 13-I'LlIlY begin until all applicable approvals have been received and conditions have been met. This includes: * compliance with applicable PROFFERS; IAL USE PERMIT; . compliance with conditions of any applicable SPEC . approval of and compliance with applicable SITE PLANS and SUBDIVISIONS; and . approval of a ZONING COMPLIANCE CLEARANCE If you have question% or ,:�,mmerts regarding the above -noted action, please do not hesitate to contact Rebecca Ragsdale at 296-5832. . Sincerely, - -1 - �b e erg � tlaylltl r1lilb , Director of Planning CC: Albemarle Place EAA , C C/O Tom Gallagher Albemarle Place EAAP LLC P 0 Box 628 7200 Wisconsin Ave - Columbia SO 29202 Bethesda, MID 20814 Albemarle Place/Stonefield PROFFER FORM Date: March 13,2012 ZMA # 2011-00007 Albemarle Place/Stonefield Tax Map and Parcel Numbers: 061WO-03-00-019AOI 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 INMD) to be rezoned to Neighborhood Model District (NMD) . Albemarle Realty (E&A), LLC, a South Carolina limited liability company is the owner oftwo parcels of land that were subdivided from tax map parcel 061WO-03-00-019BO, which parcels are shown as "Lot D2", containing 5.487 acres, and "Lot DT', Containing 1.0 10 acres, each on a plat �ntitled"Plat Showing Subdivision of Stonefield, Jack Jouett Magisterial District. Albemarle County, Virginia" dated July 15, 201 1, last revised November 10, 201 1, prepared by W.W. Associates, which plat is afrecord in the Clerk's Office ofthe Circuit Court of Albemarle County, Virginia in Deed Book 4135, page 215 (the "Subdivision Plat"). The Haven at Stonefleld, LLC, a South Carolina limited liability company, is the owner of a parcel ofland that was subdivided from tax map parcel 06 1 WO-03-00-019110, which parcel isshown as "Lot ET, containing 7.638 acres, on the Subdivision Plat. For the purposes ofthese proffers, Albemarle Place EAAP, LLC, and Albemarle Realty (F&A), LLC are collectively referred to herein as (the 11owner"). Albemarle Place EAAP, LLC, a Delaware limited liability company, is the fee simple owner (tile "Ownee') of tax map parcels 061WO-03-00-019AO, 061 WO-03-00-02300, 061 WO-03-00-02400, 06 IWO-03 -00-02500, slid the residual portions oftax map parcel 061WO-03 -00-019BO that were not conveyed to either Albemarle Realty (F&A.), LLC or The Haven at Stonefleld, LLC, For the purposes ofthese proffers, Albemarle Place EAAP, LLC, and Albemarle Realty (E&A), LLC are collectively referred to herein as (tile "Owncr"). Tax map parcels 06]WO-03-00-019AO, 061WO-03-00-02300, 061WO-03-00-02400, 061WO-03- 00-02500, arid 061WO-03-00-019BO (including the lots created there from pursuantto the Subdivision Plat) (collectively, the "Property"), are the subject oftolling map aniondillent application number ZMA 2011-00007 originally subirlitted as "Albemarle Place Proffer Amendment," which application name has been renamed to "Storiefield." Pursuant to Section 33.3 ofthe Albemarle County Zoning Ordinance, tile Owner hereby voluntarily proffers the conditions listed in t1ris proffer statement, whiclishall be applied to the Property ifthe remning is approved by Albemarle County. 'llicqc 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 Beard of Supervisors oil October 112, 2003 as ZMA 2001-007, along with proffers from the pyior owner dated October 22,2003, and a Code ofDevelopintrif prepared by The Cox Company dated Original Proffer: Amendment: X October 15,2003 (with Exhibit A to the. Code ofDevt1oparient. lust revised July 8,2010) (thu "Code offlevelopmeilf'). The Code of Development included an application plan (the "Application Plan"). Tile fillprovements proposed for tile Property are collectively referred to as the "Project." The term "Owner" as referenced herein Shall include within its incanin.- the owner ofrtuord and successors in interest. The term "Application Plan" referS to Fxhibit A. The term "Codc of DevelopmenC' 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 ZIVIA 2008-0003 by the County Board of Supervisors on August 4, 2010, and by profficrs dated August 5,2011 thatwere approvedwithZMA 2011-0004 bythe County Board ofSupervisors on September 7, 201 1. These proffers ainend and .supersede the proffers accepted in Gonjilnetion -- with the approval ofZMA 2001-007, ZMA 2008-0003, and ZIVIA 2011-0004. . The headings oftheproffers set forth below have been prepared for convenience or reference only and shall not control or affect the mcaning or be taken as an interpretation of ally provisions ofthe proffers. 1. Phasing ofImprovements: The Owner shall phase development ofthe Project as follows: A. Phase 1: Phase I of the Project shall be composed ofBlocks A, B, C and D as shown oil the Application Plan, and as shown in more detail on Exhibit A-1 attached hereto ("Phase I"), and shall include street and utility improvements to serve the planned building improvements contained within Phase 1. As part ofPhase 1, the Owner shall design and construct District Avenue (ibimerly known as Albemarle Place Boulevard arid as Fourth Street/Cedar Hill Road) C'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 ofDistrict Avenue shall include aft supporting utility infrastructure on such street, arid shall be completed prior to issuance ofa final certificate ofoccupaneyfor any buildings withinBIocksA,B,CandD. Construction of the first phase ofl)istdct.�venue shall be deemed complete when it is constructed in conformance with the plans approved by Albemarle County or by file Virginia Department of Transportation ("VDOT"), as applicable, arid in any event the County Engineer has approved it for vehicular travel. No more than three hundred seventy thousand (3 70,000) square feet of Commercial space and one hundricd seventy (170) dwelling units may be constructed -within the Project until the remainder ofDistrict Avenue is constructed to the new planned intersection with U.S. Route 29 as shown on the Application Plan, Notwithstanding anything to tile contrary contained in this Paragraph IA, the Owner shall be permitted to utilize portions ofthe Phase 2 land (ns shown on Exhibit A-1) for the installation o rinfrastructurr 14) serve the Phase I 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 aii the Application Plan and as shown in more detail oil Exhibit A -I ("Phase 2"), and shall include . street and utility improvements to serve the planned building improvements contained within Phase 2. As part ofThase 2, the Owner shall design and construct District Avenue frora 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 through Blocks E, F and G to the now planned intersection with U.S. Route 29 as shown on the Application Plan arid as shown in more detail on Exhibit A- 1. This second phase of'District Avenue shall include all supporting utility infrastructure on such street arid shall be completed prior to issuance ofa final certificate ofoccupancy for any buildings withiriBlocksF.JandO. Construction ofthe second phase ofDistrict Avenue shall be . deeimed complete when it is Constructed in conformance with the plaus 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 113, the Owner shall be permitted to utilize portions of the Phase 2 land (as shown oil Exhibit A-1) for the installation ofinfi-astructure 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 I B or in paragraph 1 A above, final certificates of may be issued for buildings within Blocks A, B, C, D or E beyond the threshold occupancy levels contained in paragrap.b I A, provided that file Owner (i) has constructed at least a temporary road (at standards acceptable to tile Director of Community Development) connecting the first phase ofDistrict Avenue to the new planned intersection with U.S. Route 9-9, or (ii) ran 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 in 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 ofDistrict Avenue shall include a note reserving the portion ofthe property comprising District Avenue for future dedication as a public road, and -within sixty (60) days afterwritten request for such dedication, the Owner shall dedicate the portion of the property comprising District Avenue. for a public road. Ifthe public right-of-way is not dedicated by subdivision pJat, the Owner shall be responsible for the cost ofa surveyand preparing the deed to convey the public right-of-way to the County _ C. Landscape improvements arid associated strectscape improvements to serve the plarmcd building iniprovumerits contained within each block shall be reviewed at the time offilial site plan review for each block. The Project shall have a consistently designed and planted streetscape along Route 2 9 and HydraWic, 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 lion -residential purposes participating in a Community Development Authority ("MX) established pursuant to Section 15.2-5152, et seq. of the Code ofVirginia C'Code") to be created for the purpose of implementing Route 29 regional transportation impTovernents, including but not lirnited to transportation improvements within the "Super Blocle' (the geogi-dpbical area bounded by 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 it cash contribution to the County for the MPO/29H250 Phase 2 Route 29 regional transportation study in the amount of One I lundred Thousand Dollars ($100,000.00). The cash contribution 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 Tell Thousarld Dollars ($10,000.00) to the City of Charlottesville for tile construction by the City of traffic calming improvements on Swanson Road, Cedar Hill Road and other City streets inteysecLing Hydraulic Road in the vicinity of Stoncificid. Ille cash contribution shall be made by the Owner within thirty (30) days upon request by Olt City. If the traffic calming improvements are not imple .mented by October 15, 2007, all unexpendcd funds shall be refunded to the Owner, The City constructed the traffic calming -equested the prior owner of the Property to pay the contributi improvements, and i on oil November 9, 2005, but there are no immediately available records that such contribution was ever received by the City. Upon evidence of prior payment ofsuch 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 Match 31, 2010, the Owner shall contribute the funds to the City within thirty (30) days of a written request frorn the City, provided that such request is made no sooner than April 1, 201 1. At the tinic such funds are delivered to the City, the Owner shall provide notice of such payment to the County. 5. Cash Proffer for Charlottesville Area Transit ("CAT") Commercial Corridor "Jitney Service": Upofi the request of the County, the Owner shall contribute Twenty 'thousand Dollars ($20,000.00) per arinum or ail 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 bwe' service to retail ronimercial developments, including Storiefield, along the Route 29 Corridor. If the CAI' Jitney service" is not placed into operation by tile date of issuance of the first occupancy permit for a commercial building 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 CATbus route(s) that provide service to Stonefield. ' 6. Cash Proffer for Capital Improvements: The Owmer shall contribute One Million Five Hundred Thousand Dollars ($1,500,000.00) (hereirtafter referred to as the "Total ContribLitiOn") to the County for tile 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 Wilts is th approved for Stonefield; (b) an additional Three Hundred and Seventy Five T ousand Dollars ($375,000.00) ofthe total contribution shall be contributed to the County prior to the issuance of a certificate of occupancy for the first residential dwelling unit in Stoliefeld, and (c) the remaining Seven Hundred Fifty Thousand Dollars ($750,000.00) of tile Total Contribution shall be paid on a pro rata basis of Tbree Thousand Dollars (S3,000.00) per residential dwelling unit at the time certif icates of occupancy are issued for the first two hundred fifty (250) dwelling units, No additional contribution shall be required for the next two huddred fifty (250) dwelling units, Original Proffer: Amendment; X If, five (5) years froun the date of approval ofthe 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 thirty (30) days upon request by the County. IC [his fund has not been exhatistrd by the County for the stated purpose within five (5) years from the date tile last contribution is made, all unexpended rands, .-,hall be refunded to the Owner. In addition to the foregoing, after building permits have been issued for the first five liundTed (500) dwelling units within Stanefic1d, the Owner shalt pay to the County Three 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 ,,hall plan, design, bond and construct travel lane improvements to be dedicatcd.for public use on its Hydraulic. Road and Route 29 frontage. 'I'lie design .shall be submitted with the first site plan for the initial phase of Storiefield. 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. The construction ofthc 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 Lrdilsporlation impmvements in the County arid the City, as depicted oil Exhibit F, "Short Term Route 29 Transportation Improvernents". 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 VD0Tand opened to public rise as approved by VDOT. A. Off -site Improvements in the County at the Northwest Quadrant of the 9 Intersection. The engineering, plats and construction documents for off -site. improvtments in the County shall be submitted with the first final site plan for Phase I of Stortufleld. ' B. Off -site Improvements in the City at the Northeast Quadrant of the Hydraulic Road/Route 29 Intersection (numbered items 4 and 11 on Exhibit F). The Ownershall submit the engineering, plats arid construction documents (the 'Tlans'� for the improvements ill the City of Charlottesville to the City of Charlottesville by January I 1, 2012. The Owner shall diligently pursue approval of tile Plans in the City, IftlieCitydoes not approve the Plans by July 11, 2012, the Owner shall not be required by this proffer to constructany improvements for which approvals have not been obtained. The Owner shall not be. required by this proffer to acq Ldre or otherwise pay for right of way in the City for . I these improvements. I 902 Original Proffer: Amendment: X If the improvements are required to be constructed, the Owner shall complete construction ofthe improveriients 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 cornplete when the improvements are constructed 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 Irnprovements." 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 "Short - Term Route 29/Hydraulic Road Improvements") asfollows: (a) the land shown as "Parcel A 6,511 S.F." on [he plat of ICrh. Hllgheki 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, 1 17 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 1, that are required by VDOT for the Short-Terin Route 29/Hydiautic Road Improvements (collectively, tile "Short -Term Improveancirts Dedication Arca7), provided, bowaver, that the subdivision plats depicting tile Sbort-Term Improvements Dedication Area are subject to final approval by the County Departinert 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-Terin Improvements Dedication Area to the Conartionwealth ofVirginia in fee simple by October 1, 2010, or within thirty (30) days after the County approves the subdivision plat necessary to dedicate the Short-Terin Improvements Dedication Area, whichever is first to occur. In addition to the dedication of the Short-Terin Improvementh Dedication Area, the Owner shall dedicate arid convey all necessaTy drainage arid construction easements for the Shatt-Term Route 29/11ydraulic Road Improvements. If the Short-Teirn Improvements Dedication Area is not dedicated and conveyed as part of a subdivision plat, the Owner shall pay all costs of snrveying and preparing legal documents in a form acceptable to the Office of the Attorney Genera[ necessary to dedicate and convoy the Short-Terin limprovenicuts Dedication Area land. After dedication arid until the subject regional transportation improvements are fuiided for construction, the Owner shall, at the request of the County, arid with the consent of the Commonwealth of Virginia, maintain the Short -Term Improvements Dedication Area laud until requested by the County to no longer do so provided the Owner is granted tile right to the exclusive use of the land for landscaped open .space, apocket park, temporary parking, fencing, signage, utilities or other purpose as may be approved with the fmal site plan for the flT9t phase of Stonefic.1d. Upon being requested by tile County to no longer maintain the . Original Proffer: Arrendincrit: X land, the Owner shall cease all use of the land arid remove all improvements established by the Owner that the County requests be reinoved, In the event that the adopted design for future public intersection improvements does not require the utilization ofall of the Short -Term Improvements Dedication Area land, upon the 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 -L e Intersection Improvements; The Owner shall reserve for fut ir . 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 29/1-lydraulic Road Improvements") as follows: (a) the area shown as "Paroel At 1,432 S.F." on Exhibit 1-1; and (b) any portions of the parcels shown on Exhibit I that were not previously dedicated to the Conimonwealth of Virginia for the Short-'reim Route 29/1-lydraulic Road Imptrovements pursuant to the Paragraph 9 herein (collectively, the "Long -Term Improvements Dedication Arca7) provided, however, that the subdivision plats depicting the Long -Term finpruvenients Dedication Area art subject to final approval by the County Department of Community Development and that the precise boiandaries 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 withiii ninety (90) days after the County's request for such dedication, and such dedication shall include the dedication and conveyance of all necessary drainage slid construction easements for the Long -Term Route 29/Hydraulic Road Improvements. If the Long -Term improveinents Dedication Area is not dedicated and conveyed as part of asubdivision. plat, the Owner shall pay all costs of surveying and preparing legal documents in a form acceptable to the Comity Attorney's Office necessary to dedicate and convey the Long -Term ImpTovements Dedication Area. Until the Long -Term Improvements Dedication Area land is dedicated, the Owner shall maintain the land and shall retain tile right to the exclusive use of the land for landscaped i 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 linproveirients does not require thc utilization of all of the Long -Term Improvements Dedication Area land, upon request of the Owner the itsidual portion shall be released by the County 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. Origina(Proffer: Amendment: X (b) The design aud Construction ofthe Long -Term, Route 29/Hydraulic Road Improvements shall substantially maintain the access, function, 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 unit and void, It. Sigualization of Hydraulic Road arid Route 29 Intersections: The Owner shall be responsible f6r traffic signalization improvements as follows: A. The Owner at its expenseshall engineer, bond, arid construot traffic signalization improvements at tile intersection of District Avenue and Hydraulic Road. The traffic signalization improvements at this intersection shall be COBStrUCLUd. when the County or -eque,st installation of such, but in any event prior to the issuance of a certificate of VDOT i occupancy for any building in Blocks A, B, C or D, provided that such signal is warranted by the tiaffic volumes or is otherwise approved by VDOT, B. Owner at its expense shall engineer, bond and construct traffic signalization improvements at the intersection ofDistrict Avenue and U.S. Route 29. Tbetraffic signalization improvements at this intersection shall be constructed when the County or VDOT request installation of such, but in any event prior to the i ssuance of a certificate of occupartry for any building in Blocks E, F or G, provided that such signal is warranted by the traffic volunnag or is otherwise approved by VDOT, provided that such signal is warranted by the traffic VOILInIeS or is otherwise approved by VDOT. 12. Commonwealth Drive Connection: Upon demand ofthe County, but no earlier than the issuance ofa building permit for any building within Block F, the Owner shall reserve right- of-way along the northern edge of (lie parking lot in Block F ofthe Property for a future street Connection to Commonwealth Drive through the "Corridial Property" (I'M 61 W-3-1 8). 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 ofthe connection to Commonwealth Drive on the "Coundial Property" provided that m9ciracrits and acquisition ofright-of-way as may be necessary far such construction for the connection through off -site properties fbr this improveravilt have been granted at no cost to the Owner, and tile rcquest for such connection through the off -site property is made by the Coutity prior to October 15, 2020. Upon the request ofthe County, the connection shall be completed by the O,wncr 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 arid gract construction and permanent access easements or right of way at no expense to the County for the purposes of future construction (by others) ofinter-parcel street connections within the "Super Block" at the following locations; Houston Street (formerly known as First Street) (to west to Commommealtil Drive), Blackbird Lane (fin-morly known as'lbird Street) (towest to Commonwealth Drive), District Avenue (formerly known as Cedar Hill Road Extended) (in Block F north to "Coindial Property"), District Avenue (formerly known as Fourth Street) SHEET REVISION BY I DATE Original Proffer: Amendment: X (between Blocks F and G north to "Coindial Property"), Swansea Road Extended (to north to "Sperry Property") and ,it 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 Rxteniion." However, the locations and numbers of such inter-paicel street connections may be modified by the Owner upon a variation grantedbythe CountyPlarmiligDirector. These casement or right of way locations shall be identified, platted and dedicated at the request of the Coluaty ill conj unction 'with subsequent 6ite plan applications for Stonefield. . 14. Substituted Transportation Improvements. A. In lieu of cotistruGting the improventints referenced in Paragraph 8(B) herein, which Paragraph S(B) refers to certain off -site icirprovernents in the City of Charlottesville, at the northwest quadrant oftlic Hydraulic Road/Routc 29 intersection, and also other r n de ofRoute 29 between Hydraulic Road arid Greenbrier Drive, which improvements aye collectively hereinafter referred to as the "Paragraph ") ' 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 Woject" identified as VDOTand City project number 0029-104-248 (the "Substituted linprovenients Project'). I B. In the event the Owner elects to contribute cash toward the Substituted Improvements Project (the "Owner's Contribution") in lieu ofconstructing the Paragraph 8(B) Improverrients, the following terms shall apply: 1. 'Elie Owner shall notify the County's Director of Community Development (the "Director'� in writing ofits, election withinsixty (60) days after the approval ofthe firstfinal site plan for Phase I of Stonefield (the "Notice"). The Owner shall also Send a copy of the Notice to the City Development Services Manager at the same time it is sent to the Director. 2. The submission ofthe Notice to the Director shall suspend the deadline for the Owlier to submit the Plans (as "Plans" is defiled in Paragraph 8(B)) to the City, ifapplicable. . 3. The amount ofthe Owner's Contribution to the Substituted Imr-overrionts Project shalt be subject to a written agreement between the Owner and the City (die "City Agreement"). Within ten (10) days after full execution ofthe City Agreement, the Owner shall provide a copy ofthe 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 ofthe City Agreement, whichever is later to occur, the Owner shall contribute a portion ofthe 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 tile Paragraph 8(B) Improvements (the "Net Contribution"), TheNet Contributionmay be in tile forra ofcash or a letter oferedit issued by a bank approved by the Original Proffer: Amendment: X City, or a couribination thereof. 'file City Agreement shall set fauth the terms ofand schedule for draw down of the Net Contribution. 5. In the event that the Substituted Improvements Project is terminated, or has not otherwise been completed (as described herein) within thirty-six (36) months after tile City I receives tile Net Contribution (which thirty-six (36) month period may be extended by mutual agreement ofthe Charlottesville City Manager and the Albemarle County Executive), - and upon the City's refunding ofthe Net Contribution to tile Owncr pursuant to the City Agreement, the Owner shall forward funds equal to Five Hundred Thousand Dollars ($500,000) to the County for fiinding transportation improvements in the vicinity ofthe u, S, Route 29/Hydraulic Road intersection identified in the County's Capital Improvements . Program. In the eventsuch funds have not been expended by the County for the stated purpose within ten (1 0) years front the date [he funds were contributed to the County, all inlexpended fands shall be refunded to the Owner. Construction of the Substituted Improvements Project shall be deemed complete when the improvements are accepted by tile . appropriate priblic entity or are bonded for the entity's acceptance. 6. Notwithstanding the provisions ofParagraph 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 Immediately Follow) Original Proffer: Anicturtment: X WITNESS the following signatures: ALBE MARLE PLACE, RAAP, LLC, a Delaware limited liability company - B§�_��U�,�_ � �od� W. McLean, President __ ALBEMARLE REAUIT (E&A), IJ,C, a South Carolina limited liability company . By: Edens Realty, Tnc,, a South Carolina corporation, its Sole member , 1i `CN�114 11 1L. 'a-11 - Original Proffer: Anicridinent: X THE HAVEN AT STONEFIELD, LLC a Soiitli Carolina Qimited liability company Vy " -S7dhA,..J .Y,w "-� I- 45�5i:�,.;,, M.." ,,,, By: qOF 4t�__� �� PrintedName: I�Zt470rlrl 6174Q,,0A^4,q . Title: A-e '. d_11 TH Op - n� 49'1� �N, - A r I " I ///A_�_, I � V-4 i U - / �, Lic.No,��67 ,,,. ,"A �AFI r 0 -S _( -at) '4V " 'I ,W �� ' " "' %Zn,ON G AL Slo�/ I* COUNTY OF ALBEMARLE- TO: Gerald Gatobu FROM: Wayne Cilimberg, Director of Planning DATE: May 16, 201 1 . R11. Abe marle Place (Stonefield) Preliminary Site Plan, March 21, 201 1 Determinations Und r Secdon 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 c de of development in the Neighborhood Model .0 District if, among other provisions, the director detennines that the variation is in general accord with the purpose and intent ofthe approved application plan and code. The following is an analysis of certain features previously identified or currently being requested to vary from the approved application plan and code as they relate to the current site plan (dated March 21, 201 1). r Featu es consistent with the plan and code or variations allowable under Section 8.5.53 are so noted. Theater Location and Relationship to Hydraulic Road (Previously addressed in 5125106 variation) I 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 "activatia!' this edge of the project and provide a visible transition from Hydraulic Road, an Entrance Corridor-, to the back ofthe 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 AR13 conditions are complied with. Second Floor Uses (Previously addressed in.5125106 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 ofthe application plan and code. Thus, the site plan is considered consistent. Block A (Previously noted in 9128109 Advisory Comments) Parking lots adjacent to Rt. 29 and ' Hydraulic Rd. in the Initial plan are -cc) be relegated (that is that it Is not any closer to the street than the front line Dfthe buildings along the street) andfor screened to the satisfaction ofthe ARS. Block B (Previously noted in 9128109 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 9128109 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 Idosks in Block C_- Block E I Note 3112107 variation, if still applicable (atta&ed) 412911 1 Variation Requests: #s 1, 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 gr-anted consistent with the findings under Section 8.3.53 (C.) as you have presented subject to: a minimum sidewalk width of 3' between planting strips/boxes and the interior edge of sidewalks; no parking overhang onto sidewalks in parking I= next to sidewalks; and aJI planting stripstboxes located between edge of street and sidewalk. and a minimum of 5'. #7 - Change to the design of Stonefield Blvd. from -a four (4) lane section -to a (2) lane section as noted can be granted consistent with the findings under Section 8-5.5.3 (c.) as you have presented subject to County Engineer/VDCT approval based on applicable traffic studies, #8 - Change to the layout and orientation of parking spaces along4nglewood Drive such that the spaces are oriented perpendicular to Inglewood cannot be granted as Inglewood will function as a parallel street to the narrowed Storefield 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 str-eet 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 ofthe angled parking to the functionality of the street based on applicable traffic studies. #9 - Modification of Main St design to allow cur -bless sections can be granted consinent with the findings under S ' ection 8.5.5.3 (c.) as you have presented subject to County Engineer approval, #1 0 - Allowance of Stonefield Blvd. -as the only road dedicated to public use within the project is an option permitted on pages 20 and 29 of the Code of Development under "Street Classifications" and is subject to review under applicable ordinance provisJons. #1 I - Allowance of right -in turn from southbound Rt. 29 into Block B can be granted consistent with the findings under Section 8.5.5.3 (c.) as you have presented subject to County Ergineer/VDOT approval based on applicable traffic studies. #1 2 - Modification of the Block D and Block E boundaries is granted consistent with the findings under Section 8.5.53 (c.) as you have presented and Is permissible as depicted, #1 3 - 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 8.5.5.3 (c.) as you have presented and Is permissible as depicted. #1 4 - Modification to allow for 5' minimum sidewalks along exterior of rear of some buildings can be granted consistent with the findings under Section 8-5.5.3 (c) as you have presented subject to no parking overhang onto sidewalks in parldng I= next to sidewalks. #1 5 -Changes to the width of the buffer area at the westem 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 I 8 of the Code of Development under "Exterior Landscaping and Visual Impact Mitigation" and any site plan requirements that might be applicable, including screening of objectionable features, 51 1 3/1 1 Variation Request: Replacement of North and South New Main Streets between Buildings D I and D2 with a single road is granted consistent with the findings under Section 8.5.5.3 (c.) as presented and is permissible as depicted. Please note that development under this request is still subject to all other applicable zonin& site plan and building permit provisions and these vatriations do not supersede those requirements. lem AM am WA a ENGINEERS MSURVEYORS PLANNERS AsSOCIATES PO Box 4119 968 Olympia Dr, Suite I Lynchburg, VA 24502 Charlottesville, VA 22911 Phone: 434.316.6080 Phone: 434.984.2700 www.wwassociates.net is COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 229024596 Phone (434) 296-5832 Fax (434) 972-4126 November 25, 2013 Steven F. Teets, L.S. 7200 Wisconsin Ave #400 Bethesda, Md 20814 RE: ZMA201300009/Albemarle Place/Stonefleld Proffer Amendment TAX MAP 61W/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 an 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, . I I 0 - - b , a b V. W; ill erg a Director of PI ning CC: Albemarle Place EAA LC P 0 Box 528 Columbia So 29202 File Albemarle Place/Stonefleld PROFFER FORM AMENDMENT TO PROFFERS Date: November 13,2013 ZMA # 2013-00009 Albemarle Place/Stonefield -00-019AO (as it has been subdivided), 061WO-03- Tax Map and Parcel Numbers: 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, 201 1, last revised November 10, 201 1, prepared by W.W. Associates, which plat is of record in the Clerk's Office of the Circuit Court 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 061WO-03-00-019BO, which parcel is shown as "Lot 133", containing 1.01 0 acres, on the Lot D Parcel Subdivision Plat. Albemarle Place EAAP, LLC, a Delaware limited liability company, is the fee simple owner of tax map parcels 061WO-03-00-02300, 061WO-03-00-02400, 061WO-03-00-02500, and the . residual portions of tax map parcels 061WO-03-00-019BO and 061WO-03-00-019AO that were not conveyed to either Albemarle Realty (E&A), LLC, MacFarlane Stonefield, LLC, or The Haven at Stonefield, LLC. For the purposes of these proffers, Albemarle Place EAAP, LLC, (E&A), MacFarlane Stonefield, LLC, The Haven at Stonefield, LLC, and Albemarle Realty 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 061WO-03-00-019AO, 061WO-03-00-02300, 061WO-03-00-02400, 061WO-03- 00-02500-1 and 061-WO-03LOO-01 9BO (lnchiding� 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 - � � � A L,--,- 31 Jo I CLhaii'l7resident .. ALBEMARLE REALTY (E&A), LLC, a South Carolina limited liability company By: Edens Realty, Inc., a South Carolina corporation, its Sole member B - al� m 4, I )MN C Jo te " it Original Proffer: Amendment: X THE HAVEN AT STONEFIELD, LLC a South Carolina limited liability company By: _ Printed Name: 'I'itic: MACFAIlLANE STONEFIELD, LLC a Virginia limited liability company ' By. � , - - __ r,1, ,,., 1,, . AA,1,,iCv1a,,, Printed Name: C ,I�Llvv 1.(.-, khXe4v la, ,,,- Tilk: J�aj,-Id,-�Japf lttzp�,126' - 9 Q DESIGNED BY: PROJECT.- STONEFIELD BLOCK D- 1 JDB FINAL SITE PLAN DRAWN BY. GINIA JDB TITLE: DIHR BY: PROFFERS HFW I WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: CIVIL H: AS SHOWN 219040.03 904003C-ND-4.dwg V. NIA 02128120 1 SET REV. NO. DRAWING NUMBER: C-5 SHEET NUMBER: 5 of 12 I EX 15' CENTRAL TELEPHONE s - ; EX 15' POWER COMPANY ESMT ESMT O I I - I I I PU LIC EA EMEN F 1711 0I D. B'. 224 P. 145 3 D.B. 4160 I I - = t D B. 741 P 249I I D.B. 4282 P. 74- \ P. 199 _ 70 23' INGR S/EGRESS 7�� z - �+- ' + J � I � o• + -� -- � EASEM T OO IN LE �-Ex 12" O� G WOOD DRIVE EX 20' ACS+ATEASPEMEN 4135 P. 249 I - - - - - - - - - - WATER LINE - - � // • 6" DECIDUOUS N W W - �// `� • 6" DECIDUOUS TREE W � W W W W W W SIGN I IN � OUT=�88.04 EX 8" SAN W DROP INLET W TREE N w 6" DECIDUOUS GRATE YARD INLET ATE W W W W W TOP-505.37 DROP INLET / W SAN PSAN SAN z / + / /2 W TREE TOP=50560 1 RATE_ v y IW € % TOP=500.28 BM PK NAIL + W W W W LP L / EL=500.08 W W a a o v o __-�., N80°21 ' 13 "E ° a NO LEFT W 6 DECIDUOUS a TURN SIGN SPEED LI IT TREE 4 ' RAILING v 208.44' a LP a 1.79' 25 GN - BM PK NAIL a 8 a a a o % a s o v a � \ o W - DECIDUOUS EL=518.26 ILING j a a a v a v 4 INGLF' W M J DECIDUOUS TREE / / 8„ / a a o a + + IF THIS DRAWING IS A REDUCTION DR wQQD o 6" TREE r v a j f DECIDUOU / 6" DECIDUOUS 1 , GRAPHIC SCALE MUST BE USED I r%E I DECZLIOUS - P /� TREE 3' a PEED LI IT v v a v as v - TREE / coMCAs / 6" DECIDUOU Q � 25 SIGN G SCALE: 1 " - 20' - - 4 4" WALL N8G'21 '13"E JUNCTION STOP T E �V DRAIN IPE 13.50' 4" WALL / / SIGN v v S37°06'30"W BLOCK d=023°21 '47" INV=5p9.79 / DRAIN PIPE 80X 6 + I I 25.95' v v °` -�� RETANING R=203.50' 4" DECIDUOUS 4 DECIDUOUS a + INV==504.32 / TREE CID TREE TREE 20' 0 20' 005° 10'0E� WALL CL=82.41 ' 4" WALL / 6" L 4 R= 126.50' �� L=82.98' DRAIYPIPE DECIDUOUS DECIDUOUS I � ° v 4 LP \ \ \ CL=1 1.41 ' CHD=S23°40'06"W/ INV=�506.20 / TREE 6„ TREE 4 v � v + D=S 1 7°33'55 "W DECID OUS I J �I TREE 1 Q W E W C W I d=022°07'39" 4'° WALL I / I � 127.50' DRAIN PIPE 8" gn EX 12" a v CL=48.93' INV=511.68 DECIDUOUS ca v WATER LINE O » / 4 - TREE a �L 6 v L-49.24' O � o /� DIA CHD=N26°02'41 "E ECIDUOUS / DECIDUOUS 6 °a -� H 4" WALL TREE I LP TEE v DECIDUOUS z a u DRAIN PIPE - - LP ° O - TREE H b INV-513.64 d= 008°09'46" � � � v a MENT r-a q R-2Q1.50' 1 4 23 INGRESS/EGRESS I'40 v QQ PP � L8 68' / J - a kx D.B. 4135 P. 249 '� � Q � v / 1 CH�=N 16°04'05 "E f � + + v xx LL „ 4 v d- 6 � M Q �- N DECIDUOUS / 6» 6' 6" 4 6 a DECIDUOUS _ �II DECIDUOUS DECIDUOUS DECIDUOUS � TREE a + + 6 TREE / TREE / TREE TREE v I HYATT PLACE 16 I I DECIDUOUS 6" l 6„ �„ Q � TMP 61 W-03-24 i� DECIDUOUS TREE / DECIDUOUS l 44 � O � O 0. I TREEI I TREE D�CID TREE DECID TREE I � 4 MACFARLANE STONEFIELD LLC � O a a 6" v ZONED P. a D.B. 4165 P. 1 w ! DEC DUOU / f / 4 F" THE a 6 „ �s DECIDUOUS I I I Z / TREE I a O CAI RIGH TURN ONL SIGN a I N� y BLOCK D-3 EX VARIABLE WIDTH ` 0 8�°IA. - z 4 ` HYATT PLACE HOTEL I POWER ESMT � BUSH / - a v v G 6 STORIES D.B. 4160 P. 199 0� - � � � � a 4 co a FFE=496.5 00 18' DIA. DECIDUOUS DECIDUOUS DECIDUOUS 6 �6 I I 4 I BUS TREE TREE / l DECID GUS DECIDU US 0 / BLOCK D-1 TREE TREE I TREE LP DECIDUOE DECIDUOUS 6 % 6" v DECIDUOUS 4 8' D�4. \ TREE TREE / TREE DECIDUOUSTREE < a I �v a a v. BUSH � o a I oa I + 61' I � i I � 62. 1 v v DECIDUOUS 0 -� 6 4° LP DECI UOUS I v I 8' DI BUSH LP x PEE v � TREE � a COMCAST VAULT I FILTERRA DROP INLET INV=494.67 v NTELOS VAULT TOP=494.87 4 T I I HANDICAP v , 1 I PARKING 4 I Q I E ') DIA. EBUSH � � SIGN J a xx I I I Z x r 4 ,+ a G 8' DIA _ 6" 6., / 6» DECIDUOUS HANDICAP � I Q ° 6" �- ° + v I BUSF� TREE UOUS �� DECIDUOUSTREE DECIDUOUS REE PARKING SIGN DECI UOUS _i / TREE I TREE a + A I � SIGHT DISTANCE DROP INLET M SOELLANEOU 4 ` + SOIL DIVISION LIp�E 63 EASEMENT / TOP-494.85 62 I SI N 8 v + SOIL TYPE /TYPICAL / + I \ ) 64 D.B. 4135 P. 249 I I I 6 SEE SOIL DATA ! �� (TYPICAL) / ' 61 4 3. 6 a a,l I DECID OUS THIS SHEET DR=501L45 D a v DROP INLET + + RIGHT TURN a TR D 6" DECIDUOUS TOP- 94.17 I F TREE -+- a SIGHT DISTANCE 3 ONLY SIGN / / STOP / ELECTRICAL PG < ' + D.B. 4135ASP.MENT 2491 a 8 ` _ - - ' - JUNCTION BOX v + Q I DECID- v STONE \ TR \ \ \ \ _ d=1 1 °40'27" \ - - - - - - - - - _ _ 208.53 _ - a SIGN a X C WAL \ \ R-260. 1' \� 50.77' _tea v a - -- -- -- -- -- iv W 4 �- a 5° 4aW 4 v a a 4 v Q v a v DROP INLET \ \ \ \ \ \ \ CL=5289' / /--fn,°)g'_�V- v 4 a o TOP=514.83 � \ \ \ \ \ \ \ L=5298' \ / � � �- ` _ v v v LP>� � v v 4 O \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ D=N24°27'48"E\ d v y LP LPG - LEGEND I � TURN 46.5 SIDEWALK RIGHT I S09°38'30"E 21C 4 DROP INLET MAINTENENCE 8" PARKING 46.4 3' DIA. 13.18' 43.5 = SOIL BOUNDARY C \ ELANDSCAPED \ \ �. a \ TRA"NSFORMER LP GRATE SIGN I 21 B N41 °00 51 "E AREA EASEMENT DECIDUOUS BUSH TOP=500.46 D.B. 4135 TREE TRAFFIC a v \ \ \ \ \_ \ v ' v DECIDUOUS _ P. 249 I E ® a �- - DECIDUOUS TREE DISTRICT AVE. 8" 8 DROP NLET GRATE CROSSWALK DROP INLET DECIDUOUS C� POST v v v 4 TREE PEDESTRIAN �® � DECIDUOUS TOP=494.29 ° � 88 - UDORTHENTS, LOAMY, 46.6 GRATE CROSSING TREE t � TREE INV IN=489.14 � 2 TO 25 PERCENT SLOPES TRAFFIC 46.7 TOP=50543 AHEAD SIGN I - N83°11'02"E LIGHT 8„ _ NV our=488.04 I - . _ HYDROLOGIC SOIL GROUP (NO RATING) 0 26.37' POLE DECIDUOUS K FACTOR, WHOLE SOIL RATING (NO RATING) TREE ' VARIABLE WIDTH • 8" -r K FACTOR ROCK FREE RATING .24 O TRAFFIC SDMH NGRESS/DGBE 4 135 P EASEMENT249 I I 2� EX GASLINE EAS ENT ' 0 Q VAULT TREE UOUS � g" TOP=508.55 � � I DECIDUOUS EX 12" D.B. 4186 P. 3 1 27C - ELIOAK LOAM, I TREE SIGHT DISTANCE EASEMENT 7 TO 15 PERCENT SLOPES N STONE IELD TRAFFIC W W WNATER LINE W B. 4135 P. 249 W W W I I W HYDROLOGIC SOIL GROUP B O MA GN I d =01 1 °39'25" W VAULT _ w w SIDEWALK W W W W W W K FACTOR, WHOLE SOIL RATING .28 a R=94. 0' MAINTENENCE W D JUN ION I CL- 19.09 EASEMENT To DISTRICT K FACTOR, ROCK FREE RATING .28 m AVENUE BIOFILTER � BOX = 1-9. 12 � � �. c� I D.B. 4135 P. 249 + + + s N CHD=136°07'45"E 46.8 � _ a a a o a 4 � 34D - GLENELG LOAM, v - - d o 0 15 TO 25 PERCENT SLOPES r _ •,,°-_'-' - a a a 4 - - _ HYDROLOGIC SOIL GROUP B c D - - 4 w W 4 a o °` � _ a � K FACTOR, WHOLE SOIL RATING .24 E K FACTOR, ROCK FREE RATING .24 e-- o � TH O P = DESIGNEJDB PROJECT: STONEFI ELD BLOCK D-1 SET REV. N0. p O1 f , ENGINEERS FINAL SITE PLAN - r DRAWN BY. VI RGI NIA DRAWING NUMBER: 0D , SURVEYORS KrM ALBEMARLE COUNTY, U PLANNERS TITLE: ,� Lic. No 67 �l DIFiR BY. EXISTING CONDITIONS N ;�o ww. ASSOCIATES HFW i � ,�, 3 _69 _ ap SHEET NUMBER: PosoXa119 96801ymplle,VA 2911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 1 Lynchburg, VA 24502 Charlottesville, VA 22911 SSI � Phone: 434.316.6080 Phone: 434.984.2700 CIVIL H: "=20' 6 o f 12 ANAL www.wwassociates.ne[ 219040.03 904003C_EX-EX02/28/20 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE ♦ V. N/A EX 15' CENTRAL TELEPHONE - ; EX 15' POWER I COMPANY ESMT I ESMT OO PU LIC EA EMENT F 1.8. 224 P. 145 D.B. 4282 P. 743 D.B. 416 I I I 1- • , I • ID B. 741 P. 249 -- - -- -- --' o + + + + `+ - 70 T- 23' INGR s/EGRESS 7� z - I + 0 I \ + EASEM T �O / I / + Y , e INGLEWOOD DRIVE EX 20' ACSA WATER EASE391 P. MENT- 4135 P. 249 EX 12" / I • . / - - - - - - - - - - - WATER LINE _ - MH _ / • -6" DECIDUOUS 6" DECIDUOUSTREE W w W SIGN INV OUT=488.04 EX 8" SAN • W W w W W STOP � TOP-499.86 W DROP INLET w " i \ TREE w- W W 6" DECIDUOUS GRATE YARD INLET GRATE w W W w W / W TOP=505.37 DROP INLET W ► _ SAN SAN SAN n • + / �I TREE TOP=505.60 -GRATA_ QI / € TOP=500.28 BM PK NAIL + HY EL-500.08 0 w LP ° , ° / W _ v - NO LEFT w -� 6" DECIDUOUS ° N80°21 ' 13 "E TURN SIGN SPEED LI IT TREE ° • RAILING 0 208.44 P ° 79' 25 GN BM PK NAIL a a a W _ 6» EL=518.26 LING - - o o a • a o Un - 6 DECIDUOUS W I DECIDUOUS TREE 8„ ° + IF THIS DRAWING IS A REDUCTION DECIDUOUS `° o ° �j�QQ o 6" TREE ° DECIDUOU TREE ° GRAPHIC SCALE MUST BE USED Dill 1 DE�19000� - P TREE / 3� ° PEED LI IT �� , TREE COMCAST 6" DECIDUOU BUSH � � 25 SIGN a ° v SCALE: 1 = 20 4" WALL/ N80°21 '13"E l / JUNCTION STOP T E �V a DRAIN IPE 13.50' 4" WALL OX / SIGN S37°06'30"W • - o BLOCK d=023°21 '47" INV-5P9.79 / DRAIN PIPE / RELOCATE EXISTING 4" DECIDUOUS 6" D CIDUOUS DECIDUOUS + ° + + I I 25.95' ° ° RETANING R=203.50 INV==504.32 TREE TREE a TREE 0 20� _ „ COMCAST JUNCTION 20 ° % =005° 10'0 '' WALL CL-82.41 ' � 4 /WALL l 6 3" � � a R-126.�0' L=82.98' DRAln9 PIPE DECIDuous BOX (BY OTHERS) DI 2B TOP TO L ° • / CL- CHD=S23°40'06"W INV= 506.20 TREE 6" TREE DECIDUOUS BE REMOVED �° LP o \ / / AND RELOCATED ° � I � - 1.41 ' U) D=S17°33'55"W TTREE UOUS I J + CONCRETE w w 1 w � d=022°07'39" 4" WALL � l / ° ° =127.50' DRAIN PIPE �8" - i��' SIDEWALK TO BE EX 12" a INV-511.68 a DEMOLISHED v CL-48 93' DEC D OUS WATER LINE ,�, Q � = L=49.24' TREE 6 � � + ° o a • I o [� 8' DIA 4HWALL26°02'41 "E DECIDUOUSTREE DEC1'DUOUS 6" 44 Q H DRAIN PIPE - - / T EE DECIDUOUS I � TRE E EE � � W � 0 INV-513.64 d-Uu8°u, 46 � � � � � � e 23' INGRESS �R=201.50' /EGRESS Q W DEMOLISH EXISTING CL=28.68' / / ° EASEMENT Q W Q PP I RETAINING WALL L=28.71 ' / XX D.B. 4135 P. 249 Q AND HAND RAIL CHD-N16'04'05"E L v Q XX C M Q `- N DECIDUOUS / 6' / 6 , 6 DECIDUOUS I a DECIDUOUS DECIDUOUS DECIDUOUS v° TREE°HYATT PLACE ONt I I 6 TREE / TREE TREE TREE E-+ M „ - N E I DEclouous 6" DEMOLISH AND REMOVE 6" s TMP 61 w-03-24 � DECIDUOUS TREE DECIDUOUS O D CIDUOUS DECIDUOUS MACFARLANE STONEFIELD LLC 0 p, ° I TREE TREE EXISTING ASPHALT, CURBING, /� TREEI 1 a ZONED NMD TREE � ) 0 6" I / PAINT STRIPING, LAMP DEMOLISH AND rDECDUOL � • ° + D.B. 4165 P. 1 W POSTS, ISLANDS AND REMOVE EXISTING 6 Ra ° THE r LANDSCAPING AS INDICATED LAMP POST I / D a TREE UDUS z � I o0 0 I % O I i DEMOLISH ° GD RICH TURN - ASPHALT o d s v ONLI SIGN ° a � / I ° • !-3 0 ° % BLOCK D-3 I S�DIA. � - EX VARIABLE WIDTH BUSH % '4o HYATT PLACE HOTEL POWER ESMT W a • ° D.B. 4160 P. 199 - ° a ° 6 STORIES o v - ro 18' DIA DECIDUOUS DECIDUOUS 6 6" a I BUS TREE TREE DECIDUOUS DECID OUS TREE DECIDU US v I BLOCK D-I / TREEE I TREE ° 6" -� 6" 6" / 6" DEMOLISHAND REMOVE - DECIDU4; DECIDUOUS DECIDUOUS / DECIDUOUS ao° .4 8' D�4 ` REE _ TREE TREE TREE EXISTIN LAMP POST � �I I ° v BUSH % r / / FILTERRA TO- 4 BE RELOCATED °, ' I i 1 61' I 0 I , STORM INLET 62.1 Q ° ° I DECIDUOUS P y TO BE 0 �ECI UOUS I xk REE 8 0I9. BUSH �I ,l ��� L� DEMOLISHED - TREE � ° ° ' COMCASr / ° VAULT CONTRACTOR SHALL PROTECT �FILTERRA ° EXISTING LIGHT POLES TO REMAIN DROP INLET INV=494.67 NTELOS VAULT I °o FROM CONSTRUCTION DAMAGE (TYP) TOP=494.87 r I i I HANDICAP I8' DIA. I I / PARKING Q ° BUSH r / SIGN J a XX I 1 SITE DISTANCE REMOVE EXISTING 6" 6" EASEMENT TO BE HANDICAP 6" ° 18' DIA D,. EXISTING STORM DECIDUOUS SI BUSHES AND TREES DECIDUOUS DECIDUOUS STORM INLET TO ABANDONED DECIDuous TREE TREE TREE SEWER PIPING REE PARKING SIGN � I DECIDUOUS ° � AS INDICATED (TYP) BE DEMOLISHED TO BE I TREE I I / GHr DISTANCE DEMOLISHED STORM INLET DROP 6 iNELLANEou + 8 (D4 + �� � 63 � EASEMENT 64 D.B. 4135 P. 249 (TYP) TO BE � 4,3.6 ° + + REMOVE EXISTING DRq/ INLET (TO BE DEMOLISHED 61 ° I I - I DECID OUS ABANDONED DROP INLET + RIGHT TURN ° LANDSCAPING roP=So1.4� + + TR � 6" DECIDUOUS TOP- 94.17 I ONLY SIGN I E \ \ STORM INLET TO - / ' TREE o ° + + SIGHT DISTANCE p� U, ° EASEMENT 3 BE DEMOLISHED STOP ELECTRICAL P ° 0 + D.B. 4135 P. 249 Q I < ° DECID v JUNCTION 7 XI ° STONE \ TR \ \ \ \ d�1 1-40'27" \ - - - - - 08,3 �, a a SIGN ° a W I I WAL \ \ \ \ \ \ \ \ R=260. 1 j ' _ - �5 -!ni -a ° v v 4°� - �- ° - a- vl DROP INLET \ \ �\ \ \ \ CL-5289' \ ���-- ° �2�°58�, ° v / a ° - li TOP-514.83 D \ \ \ \ \ \ L=52.98' / o - LP O LP \ \ \ \ \ \ \ \ \ \ \iD=N24°27'48"E\ / ° P O� v v v v v v v v v v v v 4.94' \ \ \ /8° 3 c ° 5 TURN - RIGHT ° / v \ \ \ \ \ \ / � S1 46 DROP INLET M INTENENCE 8» PARKING 46.4 3' DIA. S09 8'30"E 43.5 LANDSCAPED \ \ EASEMENT DECIDUOUS BUSH a \ \ \ FfAN FS ORMER LP GRATE SIGN N41 °00'S1 "E \AREA I 8.36' \ \ \ (TO BED' g TOP-500.46 D.B. 4135 TREE GAS LINE TO _ _ P. 249 BE RELOCATED 43.4 o DECIDUOUS I ® ° ^ DECIDUOUS (TO BE 8» 8 DROP NLET GRATE ( ) TRAFFIC ° - 8,. TREE DISTRICT AVE. BY OTHERS CROSSWALK - DROP INLET ---= TED DECIDUOUS C� POST 46.6 GRATE TREE PpDESTRIAN DECIDUOUS TREE TOP-494.29 O ° C'.�OSSING C TRAFFIC 46. 7 TOP=50543 AHEAD SIGN TREE INV I T=489. 14 I NOTE: I - N83°11'02"E LIGHT 8" _ _= NV OUT=488.04 HE _ RELOCATE EXISTING II CONTRACTOR SHALL PROVIDE TREE 7 26.37' POLE DECIDUOUS -- _ -- / CONTRACTOR TO RELOCATED) VARIABLE WIDTH 1 - 6 � CONTRACTOR SHALL PROTECT v NEGIDuoUs SDMH TREE � INGRESS/EGRESS EASEMENT ELECTRICAL JUNCTION � I PROTECTION FOR ALL TREES TO REMAIN. SAW -CUT EDGE OF Q EXISTING MARQUIS SIGN ,FROM TREE 8» TOP=508.55 '` ASPHALT TO BE � CONSTRUCTION DAMAGE �� � � D.B. 4135 P. 249 BOX (BY OTHERS) EX GAsuNE EAS ENT DECIDUOUS D.B. 4186 P. 321 N / �' TREE �� DEMOLISHED TYP EX 12 SIGHT DISTANCE EASEMENT TRAFFIC - ( ) WATER LINE D.B. 4135 P. 249 - C STO E ;1_LD d =01 1 °39'25" VAULT w w w w w w w w w w w w w w w - LEGEND O MARQUI GN R-94. 0' W SIDEWALK 0 BE W w � W MAINTENENCE W JUN ION I CL= 19 09' EASEMENT RELOCAT _ _ TO DISTRICT - D.B. 4135 P. 249 AVENUE BIOFILTER Box = 1.9. 12' AREAS TO BE DEMOLISHED N CHD= 36°07'45"E 46.8 + + + s v v v D _ -� ° v °zz ° ° v------- ° °v o �a ° c 4 W W a o - _ BE DEMOLISHED - = EXISTING FEATURE TO ° o ITH o� Irmo DESIGNED BY: PROJECT.- STONEFIELD BLOCK D-1 SET REV. N0. -ENGINEERS JDe FINAL SITE PLAN - r DRAWN BY. VIRGINIA DRAWING NUMBER: °° , SURVEYORS KTM ALBEMARLE COUNTY, U PLANNERS TITLE: „d Lic. NO 67 �l DIHR BY: DEMOLITION PLAN N AV ,A ww. ASSOCIATES HFW _6 _ ao SHEET NUMBER: PO Box 4119 968 Olympia Dr, Suite 1 � Lynchburg, VA24502 Charlottesville, VA 22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: ssI ONG Phone: 434.316.6080 Phone: 434.984.2700 CIVIL H:-20' 7 o f 12 AL www.wwassociates.ne[ 219040.03 904003C_EX-2.dwg 02128120 N0. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE oON* V. N/A EX 15' CENTRAL TELEPHONE I COMPANY ESMT d EX 15' POWER 12"X6" TAPPING �I PU LIC EA EMENT D.B. 4282 P. 743 s F D.B. 4160 I EMTSLEEVE AND�LV _ e t , : D. B'. 224 P. 145 I I \ I D B. 741 P. 249 P. 199 I _ — -- — -- -- --' + + + + `+' � � • . '� ' 70 � 23' INGR S/EGRESS 7 ��� z � — I +— ' + J I• + —� -- EASEM T OO I IN LE �— Ex 12 + o cr HB G WOOD DRIVE EX 20' ACSA WATER EASEMENT 331 4135 P. 249 R=14 WATER LINE , + _ _TO—HYDRAULICI _ f 322' ROAD t 108 TO BOND ST. _ �6„ DECIDUOUS 90_ W \N W W W N — — — — STOP I p '(A� TOP=499.86 — — %/ W W DROP INLET W W W SIGN S�G1�T w INV OUT=488.04 EX 8" SAN OB EJPBJECT TREE W w — W FIRE SERVICE LINE GRATE CROSSWALK ST(YP SIGN W W W _ TOP=505.60 R10 CG-2 TYP. SAN SAN SAN �I + SIGHT n, — I w CG-12 + � � I i W W W LP "" STANEE LEFT-170' RI - w w IGHT DIST No LEFT w — — w — 6 DECIDUOUS 8�X6" TEE v �cE LEFT_17o - - Pi-o CG-1� a TURN SIGN SPEED LI IT TREE g IGN_ -6» BM PK NAIL o EL=518.26 n 02 • o 6 DECIDUOUS $ X3 W M J = DECIDUOUS TREE EDUCER 10 X6 NEW CONCRETE - �E CG-12 STD PS, TYP. ° a o a + + IF THIS DRAWING M T REDUCTION 0 6» TREE C / ■ METER / SIDEWALK, TYP.3 a GRAPHIC SCALE US E USED DEC000S - P* 11.25' HB / VAULT \ - ° PEED a IT � �� SCALE: 1 " 20' / 25 SIGN TREE a ° NEW ELECTRICAL � � � I 90 HB TRANSFORMER �� 30 / ■ Q STEP TY ■ ■ / SANITARY CO _ a _ . ■ o GENOATOR B0 LATERAL + a 502.1 va + I v o u a a / ENTRY ® GARA 20' 0 20' v L v ° Q a MAIL, DELI ERY AND T ICKUP �o STEPS TYP. � AREA (IN RNA TO G. / ■ ' � w + � REFER TO ARCHITECTURAL � REFER TO ARC ITECT � DRAWIN � III "R2' � w w ° PLANS FOR DETAILS) %i FOR DETA LS) 6 $ 83 �Ex 12" WATER LINE � a �� o O= v + ao 0 " O v e ■ da PARKING GARAGE / W W b / E1�7fANG LEVEL Q 0 0 / l a 23'INGRESS EGRESS - 347 SPACE MULTI -LEVEL EASEMENT Q W ° PP / DOWN D.B. 4135 P. 249 PARKING GARAGE XX � � Q ri l l � / 1 R23 a v + + °O / / R60' o 4XX + M+ Q�N CRO SWALK, TYP� + + / / I HYATT PLACE PATIO, TYP. / �,° TMP 61 W-03-24 (REFER TO ARCHITECTURAL R7.5' MACFARLANE STONEPIELD LLC O PLANS FOR DET LS) / / ZONED NMD o PRIVATE COURTYARD / a G D.B. 4165 P. 1 W (REFER TO ARCHITECTURAL / CG-12 Q to J I I I o PLANS FOR DETAILS) / / 0 5 I °41 co 3: z ° RIGH TURN I a' / C d s ONL SIGN a I l I a BLOCK D-3 Ex VARIABLE WIDTH ` o / o° 2 ' $d 10 HYATT PLACE HOTEL POWER ESMT a ° �— WA D.B. 4160 P. 199 TYP.�~TYP. � a 6 STORIES a FFE=496.5 I FLUSH CURB R7.5 YARD DRAIN, TY�. CROSSWALK, TYP ,,00o (REFER TO ARCH APARTMENT BUILDING ° PLANS FOR DD,ETAILS ND I 77,774 FI2 4 I I o �R� I ROUTING)// a° UP DOWN R23' o a 1 I I 09 I / la C3 x COMCAST I / ° I ° + VAULT ° a XX NTELOS VAULT 4, I I v RELOCATED FILTERRA C XX d X / I s a I e o Q ° ° � a I / 2,000 SQ.FT.—' + n N / COMMERCIAL ° + I I °° ° SPACE + QI 1- o + /� ■ 61 43.6 a + I I DP RIGHT UN a INLET RELOCATEDJ NEW CONCRETE ONLY SIGN / + + + SIDEWALK, TYP. ELECTRICAL ■ d, O + SIGHT EASEMENT 4 I �� j TRANSFORMER o STEPS, TYP. D.B. 4135 P. 249 S T 0 a _— a "t 50g SIGN + Q o DROP INLET — I TOP=514.83 _ SC0 • a o o a LP UO LP LP* < a / a a CG-6, TYP. ROOFDRAIN ,moo 46 ,„ I h ..�• DROP INLET NEW SIDEWALK LEADER LANDSCAPED 8 46.4 43.5 AREA �P GRATE MAINTENANCE DECIDUOUS I a S! a TOP=500.46 I DECIDUOUS TREE ' EASEMENT I 43.4 TRAFFIC a I ® a 8 TREE DISTRICT AVE. g" 8 DROP NLET GRATE CROSSWALK ° _ DROP INLET DECIDUOUS } i — TREE ECIDUDUS NV IN=489.14 POST a 46.6 GRATE TREE CPOSSING N I DECIDUOUS TREE TOP-494.29 TRAFFIC 46.7 TOP=505.43 AHEAD SIGN I INV OUT=488.04 - LIGHT POLE TRAFFIC ° VAULT � CaI I STO E IELD I MAROUI IGN W I D JUN ION � I BOX Q D I — ■ DECIDUOUS — — — TREE _ ' NEW VARIABLE WIDTH II DECIDUOUS 8" Top H508.55 INGRESS/EGRESS z� � JII EX GASLINE EAS ENT TREE FASFMFNT DECIDUOUS II D.B. 4186 P. 3 1 EX 12" SIGHT DISTANCE EASE ENT TRAFFIC TREE WATER LINE D.B. 4135 P. 249 VAULT — W W W W W W W W W W W W W W W W _ W W SIDEWALK W MAINTENENCE TO DISTRICT D.B. 4135 P. 249 / EASEMENT m + + — AVENUE BIOFILTER `� 46.8 + a a a v n 4 v a144 @ o v e dv o 4 w w a v ° / a m a_--e — TH o = DESIGNED BY. PROJECT: STONEFIELD BLOCK D-1 SET REV. NO. O� Pr ENGINEERS JDB FINAL SITE PLAN — r • DRAWN BY: SURVEYORS VI RGI NIA DRAWING NUMBER: KTM ALBEMARLE COUNTY, U PLANNERS TITLE: Lic. No 67 �� l DI"R BY: SITE LAYOUT PLAN C — 8 w . ASSOCIATES HFW .n - -(p - a� - Pos 4119 96801 z D o 1 SHEET NUMBER: ti sst �+�� ONAL ♦ ympia r, ute Lynchburg VA24502 Charlottesville, VA 22911 Phone: 434.316.6080 Phone: 434.984.2700 www.wwassociates.net WWA NUMBER: 219040.03 FILE NAME: 904003C_SP—l.dwg DISCIPLINE: CIVIL SCALE: H: "=20' V. N/A DATE: 02128120 8 of 12 BY DATE NO. SHEET REVISION BY DATE NO. SHEET REVISION 3 I UI O O O rn / c v a 6 0 6 O o� 04 c O N c yOi I 0 U O co 0 d- 0 N / i i i it i i 0 171 0 �� I - • . ..EW - T - - - - - - - - - - - - • - ° a . + + +MANHO E W DI-2B TOP + - + I+ Oo INV IN=4 4.24 z -INV OUT=4 + + Y INGLEWOOD DRIVE EX 12" J WATER LINE - - - - - C NNECT TO NE ly ELECTRICAL w - w w -"�I■ MH - • 9,86 EWALI�IN W W DROP INLET W W W W w STOP INV OU =48 o TRANSWFORME� W GRATE W w w W wSIGN INV our=488.04 EX 8" SAN LINE DON GRADE W W 2W TOP=505.60 SAN ► SAN SAN \I / + �� FRAME & COVER + W W w W LP TOP=50-1-:32 w - W - - - - - - - o TURN LEFT W SPEED LI IT / a ° 1 9.8 ° o ° ° ° 99.71' a 25 IGN - BM PK NAIL GR ° ANIY RY EL=518.26 GR LAT AL, w J _ 7. 9' 99. 7 + + IF THIS DRAWING IS A REDUCTION - o ► M o GR a // x 9 00 ■ ■ / GR s' 1 s' x �R� �I " ° a GRAPHIC SCALE MUST BE USED P G GR TOP F WALL = 516.00 GR 25 PEED IGN I T G ° ° a SCALE: 1 " = 20' - _ O\ co � TOP OF WALL - 502.00 ■ � ' 7.50 5 Jul,° � = GR 63 a a Z GR G o TOP OF WALL = 515.33 B0 / MAX. HEIG = 5.50' GR 5 + a va ° ° a d< �' MAX. HEIGHT = 7.5' 0 20' ENTRY ®GARA 20 E � 7.83 / Im / D GR GENERATOR Q I� C G d ° I � 7.83 glll ■ + 0 o r GR 7.83 7.8 7.83 ° T GR T W W W GR / Q TOP OF WALL - 521.00 cn EX 12 " a ° L 509.50 � � MAX. H664 713.50' TOP OF WA 6.o GRWATER LINE a° 44MAX. HEIGH 2.0' 97.69E + ° + GR '(D � A \ \ � 97.6500 GR PARKING GARAGE GR ' G END 2R ENfANG LEVEL < b IN 2�UkCU,/ TOP OF WALL 521.50 CG-PRO, ID 5RA NQ W PP MAX. HEIGHT 2.0' DOWN 97.27' FROM FLUS I C J Q G 2. ° 20.00 ( / GR `� 00 GR J v � � 96.69 a xx M d- / 20.00 7.83 / GR o I CR I GR OV a + + + HYATT PLACE 2000.l I I TMP 61 W-03-24 MACFARLANE STONEFIELD LLC c I 9.8.83 ° a D.B.O 4165 P. 3 71 GR r \ x GR I I a 7.50 ° �GR iV \ o 00 Q 14 47, 3 TOP OF WALL = 520.00 \ / 7O v I HEIGHT RICH TURN 12.17' ONLSIGN a / � d g ° a / .83 / I GR / o H ° % BLOCK D-3 G l 96.01' ` HYATT PLACE HOTEL GR v a 6 STORIES I� a o I � v I I I �\ � / FFE=496.5 FLUSH CURB/ � i a 3 95.11' r I I GR 7.50 BLOCK D- I GR l GR 5.07' a ° I a ° �,7.831 TOP OF WAU' = 509,3 � GR MAX. HEIG�IT - 2.0 //f 1 I 7.83 x 7.83 ( ° 1,44 � GR GR I UP DOWN I s END F USH a ° \ � I _ CG 2. PROVI a FROM fLUSH Ga o2 I xx + I COMCAST ° I / / x 9 6-5- 0 GR 9R 00a 78' I a a VAULT I I I 9. 3 / / NTELOS VAULT G 7.50 / / o ° °x I GR a I v a I G 3 YARD DRAIN, TYP.a x f % 2,000 SQ.FT. e ° I� REL�OCATED aCOMMERCIAL FIERRA xx + x 7.83 / SPACE Q G ° I GR e 94.90' � 3: _ a m GR 94.83'-' G CJ1 t� I 4 ' 00 / CONNECT TO / CONNECT TO GR 8 a I I = 5�.00 i EXISTING SIDEWALK IN EXISTING CURB IN-., LINE AND ON GRADE ' RETAINING WALL W/HANDRAIL, TYP. ' 61 4+3 6 a a ° ' + a l I I LINE AND ONE GI0ADE DROP INLET + RIGHT TURN 7.50 7. 3 7.50 RELOCATED \ TOP' F WALL = 498.00 QQ x 96.50 GR TOP = 94. 17 ONLY SIGN GR GR GR f�AX. HEIGHT = 3.23' 7.83 ELECTRICAL / ° � �P I � Oo ° + cR 3 GR TW = 512.00 TRANSFORMER L ° _ v + Q v l _ _ P sro a 4 I � 508 • � � 94.77• SIGN a \ _ - I DROP INLET A 1.7 'o ° c�C GR ° °°61591 xrG�R� V � 59 GR - I TOP=514.83 \ / - • a ° �y ° ° �0 LP LP* 9 GR _ - 9 ° O 0 54' - 46.5 GR 98.14' CONNECT TO EXISTING ZL SCAPED h� ..�' DROP INLET NEW SIDEWALK GR 46.4 HANDICAPPED RAMP IN 43.5 Q REA LP GRATE MAINTENANCE LINE AND ON GRADE I a sr a TOP=500.46 EASEMENT I � ° TRAFFIC a ® � � � ROOFDRAIN I � � CROSSWALK ° � _ DROP INLET } DISTRICT AVE. DROP T 29 494GRATE LEADER TOP POST ° ° a 46.6 GRATE CROSSING N I TRAFFIC _ 46.7 TOP=505.43 AHEAD SIGN - INV IN =489. 14 I - LIGHT NV OUT=488.04 3: POLE � NEW VARIABLE WIDTH II - TRAFFIC SDMH INGRESS/EGRESS VAULT / TOP=508.55 EX 12 EASEMENT " � IC / WATER LINE �W W W W W W IIWSTO E IELD VAULTW W W W W W W W w- - WMAROUI IGN W W W - - � W W JUN ION I TO DISTRICT - I Cn BOX m AVENUE BIOFILTER 46.8 + v a v n Ir _ v v e dv D - 4 W - a a v %� - -- w C v do � C a v v 4 a TH o = DESIGNED BY. PROJECT: STONEFIELD BLOCK D-1 SET REV. NO. ENGINEERS JDB FINAL SITE PLAN - r DRAWN BY: SURVEYORS VI RGI NIA DRAWING NUMBER: TDB ALBEMARLE COUNTY, U PLANNERS TITLE: Lic. No 67 w� l DI"R BY: SITE GRADING PLAN C - 9 w . ASSOCIATES HFIN A J -�Q - � O � PO sox 4119 968 Olympia Dr, suite 1 SHEET NUMBER: 4, ti Lynchburg, VA24502 Charlottesville, VA 22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: sst ��� Phone: 434.316.6080 Phone: 434.984.2700 CIVIL H: "=20' 9 o f 12 ANAL www.wwassociates.net 219040.03 904003C_GP- l.dwg 02/28/20 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE ♦ V. N/A NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. - 4, THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH)IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE, THE DEPTH IS TO BE 18" AS SHOWN. d NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. o 5 CG-2 IS TO BE USED ON ROADWAYS MEETING Z THE REQUIREMENTS FOR CG-6 AS SHOWN IN w APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, vv)) IN THE SECTION ON GS URBAN STANDARDS. }4 2" R . 'I D.o - .D.o p.' •p. .•A'.'�' Dop�Dsp�D Do' Do' D D�e�D�p�D Dop�Dpp�D iO SURFACE BASE CG-2 �2" RADIUS SUBBASE • 6„ D.> m Z N.p D. SURFACE e' D.e • D. p' D. 0' BASE Ds SUBBASE 6" L12" ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPECIFICATION NVDOT REFERENCE STANDARD 6" CURB ROAD AND BRIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.01 GY'-B ® '"f ® '® r A 1- - - - - - - ' P ' P'40sr4C T01iL� QlA�� '�'T' .lTl/iEA�1rE71r�1%$ t.'AlrTr,P.�L"lG7P r - CDif'�B//Y,91/OiY 6"CUrPB,QiYO GUllEiP .�1 �r'aPP1�iYT � l.IT.t�Y 1D1QT 5'-0" UNLESS OTHERWISE NOTED ON PLANS i 4" MIN. � .6 4 a ° � 6 a a 0 0 0 0 0 0 0 0 0 0 0 0 0 o-o-o 0 0 0 0 0 0 0 0 1=III=III=III=III=III=III=III=III=III=III== I- 1I-I 11=1 11=1 11=1 11=1 11=1 11=1 I I =111=III- 4"-VDOT 1, ill NO. 21A NOTES: COMPACTED SUBGRADE 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 1 /4":1' SLOPE UNLESS OTHERWISE NOTED ON PLANS NOT TO SCALE CG-12 NOTECOMPONENTS CURBRAMPS FOLLOWING: HYDRAULICCEMENTSIDEWA K(DEPTH IN INCHES, AREA IN YARDS) GENERAL NOTES- CURB WHEN REQUIRED (CG-2 OR CG-3 IN LINEAR FEET) DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD BE SUMMARIZED FOR EACH CURB CUT RAMP. 2. ALL DETECTABLE WARNING SURFACE PRODUCTS SHALL MEET THE REQUIREMENTS SIDEWALK OF SECTION 504 OF THE SPECIFICATIONS FOR CG-12 DETECTABLE WARNING SURFACE. RAMP 121 MAX 48:1 MAX DETECTABLE WARNING SUFACE PRODUCTS USED SHALL BE FROM THE MATERIALS _1 APPROVED PRODUCT LIST NUMBER 72. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 4 FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. REQUIRED BARS ARE TO BE NO. 5 X B" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM 1p:1 MAX CONCRETE COVER 1�112". 5. ROADWAY CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB TYPE A RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. PERPENDICULAR 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 i v `ix`i��i�` CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THEWIDTH OF THE SHARED USE PATH. v `��fi �T�i`i�y`�`i�`\ 5' MIN 7. DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH OF THE ` �` CURB RAMP LANDING FLOOR. 12:1 MAX 8. CURB RAMPS WILL BE INSTALLED AND LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. CURB RAMPS SHOULD BEETLOCATED BEHIND VEHICLE STOP LINES, LIGHT POLES, FIRE HYDRANTS, DROP NOT TYPE B 9. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT PARALLEL THE CURB OPENINGS THAT THE S SLOPE ATTHEAITCROSSWALK AND CONNECTION OF THE OPENNGIS PERPENDICULAR TO THE CURB. 10. DETECTABLE WARNING SURFACE PANELS SHALL BE INSTALLED FLUSH WITH i 1 iMAX THE BACK OF CURB. 11. WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF CURB AT ENTRANCES 121 MAX y� --III-I I H I I -III -I I L I OR STREET CONNECTIONS THE DETECTABLE WARNING SURFACE SHALL HAVE 5 MIN X X_ f IIIIII W-W-W-L�111LI=lll=1 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 .- - - 1=III=III=III IIFIII-III-III-III-II-III- - PI1I=IIITIIII�II�IL=IIL=III AND 204.07 FOR METHODS OF INSTALLING DETECTABLE WARNINGS ON A RADIUS. 411=III' MIN III-111 =IIII =III=III=IIIHIL--III= - %<s, as - _ AT ,`K 2" HIGHER THAN 11\ EDGE OF PAVEMENT AT X. `,K , SAME AS TOP OF CURB TYPE C PARALLEL & PERPENDICULAR TRUNCATED DOME �n 1.6"-2.4" C-C 1O -j z_ o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 u6 0 0 0 0 0 0 0 0 0 0 0 0 0 CT LANDING RAMP 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 iv 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 iv 50%-65% OF BASE TOP DIAMETER DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DETECTABLE WARNING o 01 AT BACK OF CURB SEE NOTE 11. 0.9"-1.4" VARIABLE FULL WIDTH OF RAMP FLOOR BASES PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL �VD❑T A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION C G -12 DETECTABLE WARNING SURFACE REFERENCE ROAD AND BRIDGE STANDARDS SHEET 1 OF 5 REVISION DATE (GENERAL NOTES) 105 502 204.01 04/19 VIRGINIA DEPARTMENT OF TRANSPORTATION 504 Bal lr/S 1 - - r VAWRAIO,//AINNO �. r CrlST�f' COl�,f�1 f 7l�s' -7T BOO i i i � � L sEcrio�ae Sl,4iY®,�� �,1f/v/ OL. 1411�,4Y0 L�l.�Y7,�ET'T� TAT,�7V V1111//1.5" SM-9.5A ASPHALT /////////I 1-L/ -L/ -L I L5 VDOT 21 A:� PAVE OVER PRIME AT 0.4 GA/SY PAVE OVER PRIME AT 0.1 GA/SY PARKING AREAS PAVEMENT SECTION DETAIL NOT TO SCALE Cc-12 A #5 DOWELS, 8" LONG PERMISSIBLE 5' MIN AT 12'' C-C 5' MIN. JOINT TRUCTION x. _A 12:1 MAX z 12=1 MAX. -4 4- MIN qq � M B _ i �� ~ _ 1 1 1 12:1 MAX ;n WITH BUFFER STRIP RAMP RAMP / (SEE TABLE> (SEE TABLE)\ -TRANSITION GUTTER PAN SLOPE 11LTO 20:1 THROUGH RAMP LENGTH 5' MINTRANSITION GUTTER PAN SLOPE TO 20:1 THROUGH RAMP LENGTH GUTTER PAN MAXIMUM SLOPE 20:17==57 5'-0" MIN SHAPE To MATCH FACE WITHOUT BUFFER STRIP OF ROADWAY CURB BACK OF CURB 48 1 MAX. 20:1 48 : 1 MAX. EXAMPLE INSTALLATION METHODS - SEE PLANS FOR LAYOUT 2' MIN. LANDING 48:1 MAX. SECTION A -A LANDING 481 MAX, SLOPE DETECTABLE WARNING SURFACE PERMISSIBLE CURB CONSTRUCTION JOINT 1 MAx. 5' MM CROSSWALK MO* N GRASS SECTION B-B GR cuRe CONCRETE NOTES: ONE DIRECTION ONE DIRECTION 1. FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, WITHOUT BUFFER STRIP WITH BUFFER STRIP SEE SHEET 1OF 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. I o N 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 1 15 NVD❑T ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE 204.03 04/19 is .a TRANSITION BETWEEN PIPE DIAMETERS WHEN DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. L K CROSS' I II I I CROSSWALK TWO DIRECTIONS SMALLER RADII CROSSWALK WITHOUT BUFFER STRIP TWO DIRECTIONS LARGER RADII WITH BUFFER STRIP A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE N THE CENTRAL OFFICE. SPECIFICATION CC-12 DETECTABLE WARNING SURFACE REFERENCE TYPE B (PARALLEL) APPLICATION 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 504 INOTES: SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF STRUCTURE. V SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. I I SHAPE TO CONTOUR I I OF PIPE I I I I I SLOPE TO DRAIN TO INVERT OF OUTLET PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS SLOPE TO DRAIN TO INVERT OF OUTLET PIPE MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A / e PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR / CLASS C1,EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. _ DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED - INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES �vooT STANDARD METHOD OF SHAPING SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS MANHOLE & INLET INVERTS SHEET 1 OF 1 REVISION DATE 302 106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION EXISTING " TRAVEL LANE/PARKING 12MINIMUM EDGE OF EXISTING PAVEMENT AS DETERMINED IN FIELD EX PAVEMENT SECTION SMOOTH SAW CUT - J EX PAVEMENT TO BE DEMOLISHED PAVEMENT DEMOLITION DETAIL FOR UNCONFINED PAVEMENT EDGES NOT TO SCALE CAP (SEE 8" FACING (SEE LANDSCAPE LANDSCAPE PLANS) PLANS) Z 8" REINFORCED CMU, GROUTED 0- Q GRADE SOLID Iw N O W CMU SHELF Q > CMU SHELF Z I V-8" 121Px3'-0" CONT. FOOTING. STEP AS REQUIRED 1 1 I 4'-O,p TYPICAL RETAINING WALL SECTION NOT TO SCALE NOTES: 1. FINISH MATERIAL INFORMATION TO BE PROVIDED BY OTHERS. 2. SEE GRADING PLAN FOR ELEVATIONS AND EXTENT OF WALLS. IM ..�. �•�rrrrrrrr� ►,.''i�0000000d31 ..o....... , is • I • ALLOW CONCREI TO FLOW A MIN V-0' BEYOND I OF STRUCTURE _ EXISTING SANITARY SEWER PIPE MIN. 12" CLEARANCE BETWEEN EXISTING PIPE AND STONE BEDDING 12" THICK VDOT No. 68 STONE BEDDING DOGHOUSE MANHOLE BASE FILL DOGHOUSE OPENING AROUND EXISTING PIPE WITH 3,000 PSI CONCRETE OR NON -SHRINKING GROUT WRAP EXISTING PIPE WITH NEOPRENE GASKET MATERIAL BEFORE FILLING THE OPENING NEOPRENE SECURED BY 2 NON CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING :E 4SE FOUNDATION SECTION VIEW NOTES: 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING PIPE. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED TYPICAL MANHOLE BASE SHOWING "DOGHOUSE" INSTALLATION- N. T. S FIG. S-1-A1 TH O P = DESICNEJDB PROJECT: STONEFI ELD BLOCK D-1 SET REV. N0. ENGINEERS FINAL SITE PLAN - r DRAWN BY: ,�,•. , SURVEYORS JDB ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: U PLANNERS TITLE: Lic. NO 67 ��? DIHR BY. DETAILS C-1 O w . ASSOCIATES HFW - .n 3 -(p - a Po Box 4119 968 Olympia Dr, Suite I SHEET NUMBER: Lynchburg, VA Cha,Itt iilk,VA22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Phone: 434.316.6080 Phone: 434,984.2700 SSIONAL www.wwassociates.net 219040.03 904003C_DET-l.dwg CIVIL H: AS SHOWN 02128120 10 of 12 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE ♦ V. N/A i max �I� III max FOR ALL BENDS OR WYE FITTINGS WIDEN• ACCOMMODATE ANCHORIF 45 min M BEDDING REQUIRED PLUG II r MIN \' SECTIONSECTION • • • • • • •• • • AT VALVES. 2. USE •• - • 3. • • •• • • OF THE JOINT. 4. THE • `• • • • ALL THRUST • CONCRETE THRUST i NTS EMMMEM- 1. lug, 21 Milolw #68 STONE PIPE dEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET} CU.YD. (FEET) CU•YD. BEND L H T L H T 9D 2.50 2.50 3.01 a.24 4" & 6" 45 2, 00 2.25 2.6D 0.15 2.00 2.25 2.50 0.15 22 1 /2 1.50 2.00 2.52 a.10 11 1 /4 1.50 2.00 2.50 a.10 9a 3.66 3.16 3.21 0.48 45 2,66 2.66 2.77 a.26 8.. 22 1/2 1.66 2.16 2,69 a.13 3.16 2.91 2.66 0.32 11 1 /4 1.65 2.16 2.67 0.13 2 0.$3 50.436a.24$4 0.18 fD-3 2500 P.S.I. CONCRETE • BASE AND THRUST r ..' � .1' .•F . �+• � BLOCK AGAINST • � ` '��' �+' UNDISTURBED STABLE SOIL. STEEL PILE WHEN THE SOIL I5 DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. 81, RESTRAINED JOINT FITTINGS X 61, TEE NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE PITCH. S. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGER AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W---4 TD-8 SEWER SERVICE LATERAL CONNECTION NOTES: PLACE 5' GALVANIZED "WITNESS "POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS b AS DIRECTED. MARKER LOCATION MAY BE SUBJECT ;�. TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE o I; I� ADJUSTABLE TRAFFIC RATED I � VALVE BMX W/ LID z � Z_ N N M.J. GATE VALVE WATER LINE 4 IQ b 2500 P.S.I. CONCRETE 4 2'x 2' BEARING AREA. THRUST BLOCK Q a. G G Q a a NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER OF 4". -� 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. �TaI12041211 2' MIN I I SALT - TREATED FINISHED GROUND 2 x 4 MARKER SEWER SERVICE LATERAL CONNECTION N•T.S. FIG. S-2 TD-33 PL TO-9 EMB SPRI NO. 68 I WATER MAI VARIES KtJIKHIIVtU JUINI ill IIN(i5 LVE BOX TO METER BOX (SEE FIG. W-6A THRU W-7E). ZlES \--2" COPPER 4" PLUG THREADED FOR 2" COMPRESSION FITTING NOTES: • GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. • SERVICE LINE TO CONNECT AT MAIN WITH X"x4" TEE. • REFER TO FIG. W-3 FOR TH RUST BLOCK DETAILS ON TEE. • REFER TO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • USE 2500 P.S.I. CONCRETE. LARGE METER SERVICE LINE REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER --HAUNCHING BEDDING 6" max 4" m in -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE (ALL PIPE) NOTE : 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE• 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-34 NTS FIG. W-6C TD-12 ," a Il _ DESIGNEJDB. PROJECT: STONEFIELD BLOCK D-1 SET REV. NO. ENGINEERS FINAL SITE PLAN - r DRAWN eY: VI RGI NIA DRAWING NUMBER: SURVEYORS JDe ALBEMARLE COUNTY, �U • PLANNERS TITLE: .� Lic. No 67 ��? DIHR eY: DETAILS C-1 1 w . ASSOCIATES HFW Po Box 4119 968 01 t la Dr, suite 1 SHEET NUMBER: Lynchburg, VA24502 Chadolesviille,VA22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: { Phone: 434.316.6080 Phone: 434,984.2700 1 1 o 1 1 2 SSIONAL �� www.wwassociates.net 219040.03 904003C_DE7-2.dwg CIVIL H: AS SHOWN 02�28�2� N0. SHEET REVISION BY DATE N0. SHEET REVISION BY DATE ♦ V. N/A fD-3 2500 P.S.I. CONCRETE • BASE AND THRUST r ..' � .1' .•F . �+• � BLOCK AGAINST • � ` '��' �+' UNDISTURBED STABLE SOIL. STEEL PILE WHEN THE SOIL I5 DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. 81, RESTRAINED JOINT FITTINGS X 61, TEE NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE PITCH. S. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGER AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W---4 TD-8 SEWER SERVICE LATERAL CONNECTION NOTES: PLACE 5' GALVANIZED "WITNESS "POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS b AS DIRECTED. MARKER LOCATION MAY BE SUBJECT ;�. TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE o I; I� ADJUSTABLE TRAFFIC RATED I � VALVE BMX W/ LID z � Z_ N N M.J. GATE VALVE WATER LINE 4 IQ b 2500 P.S.I. CONCRETE 4 2'x 2' BEARING AREA. THRUST BLOCK Q a. G G Q a a NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER OF 4". -� 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. �TaI12041211 2' MIN I I SALT - TREATED FINISHED GROUND 2 x 4 MARKER SEWER SERVICE LATERAL CONNECTION N•T.S. FIG. S-2 TD-33 PL TO-9 EMB SPRI NO. 68 I WATER MAI VARIES KtJIKHIIVtU JUINI ill IIN(i5 LVE BOX TO METER BOX (SEE FIG. W-6A THRU W-7E). ZlES \--2" COPPER 4" PLUG THREADED FOR 2" COMPRESSION FITTING NOTES: • GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. • SERVICE LINE TO CONNECT AT MAIN WITH X"x4" TEE. • REFER TO FIG. W-3 FOR TH RUST BLOCK DETAILS ON TEE. • REFER TO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • USE 2500 P.S.I. CONCRETE. LARGE METER SERVICE LINE REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER --HAUNCHING BEDDING 6" max 4" m in -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE (ALL PIPE) NOTE : 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE• 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-34 NTS FIG. W-6C TD-12 ," a Il _ DESIGNEJDB. PROJECT: STONEFIELD BLOCK D-1 SET REV. NO. ENGINEERS FINAL SITE PLAN - r DRAWN eY: VI RGI NIA DRAWING NUMBER: SURVEYORS JDe ALBEMARLE COUNTY, �U • PLANNERS TITLE: .� Lic. No 67 ��? DIHR eY: DETAILS C-1 1 w . ASSOCIATES HFW Po Box 4119 968 01 t la Dr, suite 1 SHEET NUMBER: Lynchburg, VA24502 Chadolesviille,VA22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: { Phone: 434.316.6080 Phone: 434,984.2700 1 1 o 1 1 2 SSIONAL �� www.wwassociates.net 219040.03 904003C_DE7-2.dwg CIVIL H: AS SHOWN 02�28�2� N0. SHEET REVISION BY DATE N0. SHEET REVISION BY DATE ♦ V. N/A 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 14+99.87 STORM PROFILE STRUCTURES EX43 THROUGH 43.6 STORM SEWER DESIGN WA PROJECT NUMBER: 208026.02 COMPUTATIONS COUNTY-ALBEMARLE DISTRICT DESCRIPTION: PUBLIC ROADS SHEET 1 OF1 FROM POINT TO POINT AREA DRAIN "A" RUN- OFF COEF CA INLET LIME (Tc) RAIN FALL (110) RUNOFF 0 INVERT ELEVATIONS LENGTH SLOPE DIA MANNING's n CAPA- CITY (FULL) VEL (FULL) FLOW TIME REMARKS TOPINLET ELEVATIONS INLET DEPTH (H) INLETNo. ACRES C INCRE- MENT ACCUM- ULATED MIN INIHR CFS UPPER END LOWER END FT FTIFT IN CFS FPS SEC FT FT 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 46.8 46.7 0.04 0.90 0.04 0.04 5.0 6.7 0.2 505.12 502.20 1 50.48 0.0578 15 0.010 20.3 16.5 3.1 511.24 6.12 46.8 46.7 46.6 0.00 0.90 0.00 0.04 5.1 6.6 0.2 502.00 501.43 27.6 0.0207 15 0.010 12.1 9.9 2.8 508.50 6.50 46.7 46.6 46.5 0.09 0.85 0.08 0.11 5.1 6.6 0.7 501.23 496.02 77.6 0.0672 15 0.010 21.8 17.8 4.4 505.41 4.18 46.6 46.9 46.5 0.19 0.80 0.15 0.15 5.0 6.7 1.0 495.56 494.55 60.1 0.0168 15 0.010 10.9 8.9 6.8 501.91 6.35 46.9 46.5 46.4 0.11 0.85 0.09 0.36 5.2 6.6 2.4 494.35 489.14 198.9 0.0262 15 0.010 13.6 11.1 17.9 500.49 6.14 46.5 46.4 46.3 2.52 0.80 2.02 2.37 5.5 6.5 15.5 488.04 487.22 52.9 0.0155 24 0.010 36.7 11.7 4.5 Includes flows from Block D1 494.29 6.25 46.4 46.3 46.2 0.16 0.80 0.13 2.50 5.5 6.5 16.2 1 487.12 485.39 1 167.4 0.0103 24 0.010 30.0 9.5 1 17.5 494.30 7.18 46.3 46.2 46.1 0.12 0.80 0.10 2.60 5.8 6.4 16.6 485.29 482.41 231.0 0.0125 24 0.010 32.9 10.5 22.0 492.14 6.85 46.2 46.1 43.1 0.15 0.85 0.13 2.73 6.2 6.3 17.1 482.21 481.47 84.9 0.0087 24 0.010 27.5 8.8 9.7 490.01 7.80 46.1 43.6 43.5 0.56 0.81 0.45 0.45 7.0 6.1 2.8 486.63 486.04 25.7 1 0.0229 15 0.010 12.8 10.4 2.5 1 Includes flows Bond St 494.33 7.70 1 43.6 43.5 43.4 0.00 0.90 0.00 0.45 7.0 6.1 2.7 485.94 484.91 65.4 0.0157 15 0.010 10.6 8.6 7.6 1 493.90 7.96 43.5 43.4 43.3 0.55 0.80 0.44 0.89 7.2 6.0 5.4 484.81 484.39 46.9 0.0090 18 0.010 13.0 7.3 6.4 492.46 7.65 43.4 43.3 43.2 0.29 0.88 0.26 1.15 7.3 6.0 6.9 484.19 483.18 97.3 0.0104 21 0.010 21.0 8.8 11.1 491.94 7.75 43.3 43.2 43.1 0.18 0.85 0.15 1.30 7.5 5.9 7.7 482.98 481.47 172.3 0.0088 30 0.010 50.1 10.2 16.9 490.93 7.95 43.2 43.1 43 0.20 0.80 0.16 4.19 7.7 5.9 24.6 1 481.27 479.16 69.5 0.0304 30 0.010 93.2 1 19.0 3.7 489.22 7.95 43.1 23 22 - - - 9.21 11.74 5.0 46.5 483.83 480.20 240.15 0.0151 42 0.010 161.2 16.8 14.3 Future Development Flow 499.08 15.25 23 22.1 22 1.85 0.85 1.57 1.57 7.0 6.1 9.5 482.83 482.11 28.1 0.0256 18 0.010 21.9 12.4 2.3 489.93 7.10 22.1 22 43 2.28 0.85 1.94 12.72 11.98 5.0 63.6 480.06 478.40 26.31 0.0631 48 0.010 470.3 1 37.4 0.7 From Block E9 489.81 9.75 22 43 42 0.00 0.85 0.00 16.91 12.0 5.0 84.6 478.22 477.58 92.46 0.0069 48 0.010 155.8 12.4 7.5 489.27 11.05 43 42.1 42 - -- - - - - 7.2 478.26 477.37 61.50 0.0145 15 0.010 10.1 8.3 7.5 481.74 3.48 42.1 42 41 0.24 0.74 0.18 17.09 12.1 5.0 85.1 477.36 474.27 151.07 0.0205 48 0.010 267.8 21.3 7.1 488.28 10.92 42 41 40 7.65 0.85 6.50 23.59 12.2 5.0 117.0 474.07 473.52 96.48 0.0057 48 0.010 141.4 11.2 8.6 486.84 12.77 41 40.1 40 0.14 0.80 0.11 0.11 5.0 6.7 0.7 476.75 476.24 26.7 0.0191 15 0.010 11.6 9.5 2.8 483.10 6.35 40.1 40 39 0.12 0.85 0.10 23.80 12.4 4.9 117.5 473.32 469.99 240.26 0.0139 48 0.010 220.4 17.5 13.7 483.14 9.82 40 38.2 38.3 0.13 0.85 0.11 0.11 5.0 6.7 0.7 472.36 472.01 29.2 0.0120 15 0.010 9.2 7.5 3.9 479.24 6.88 38.2 38.3 39 7.12 0.4 2.85 2.96 25.0 3.5 10.5 471.80 471.54 22.7 0.0115 18 0.010 14.7 8.3 2.7 accounted for at ST41 479.23 7.43 38.3 39 39.1 0.21 0.61 0.13 26.89 12.6 4.9 131.7 469.79 469.19 32.79 0.0183 48 0.010 253.3 20.2 1.6 479.59 9.80 39 39.1 38 0.16 0.85 0.14 27.02 12.6 4.9 132.3 469.01 465.51 262.48 0.0133 48 0.010 216.2 17.2 15.3 479.42 10.41 39.1 38 37 0.00 0.85 0.00 27.02 12.9 4.9 131.2 465.31 463.55 115.53 0.0152 48 0.010 231.1 1 18.4 6.3 1 475.76 1 10.45 38 37 44 1 0.00 0.85 0.00 27.02 12.9 4.9 131.2 463.37 460.97 164.40 0.0146 48 0.010 226.2 1 18.0 9.1 1 473.32 9.95 37 44 45 1 0.00 0.85 0.00 27.02 13.0 4.8 130.7 460.78 458.91 175.82 0.0106 48 0.010 193.1 1 15.4 11.4 1 To Interim North SWM 470.71 9.93 44 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+00.53 STORM PROFILE STRUCTURES 46 THROUGH 46.8 ,�H Op = DESIGNEDJDe. PROJECT.- SET BLOCK D-1 SET REV. N0. o� f ENGINEERS FINAL SITE PLAN - rWDRAWN BY: ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: SURVEYORS JDe U PLANNERS TITLE: � LiC. N0 67 w�? DIHR BY. STORM SEWER PROFILES & CALCULATIONS C-12 � w . ASSOCIATES HFW rt> �-(p'oZ� �1 PO Box4119 968Olympia Dr, Suite l SHEET NUMBER: WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Lynchburg, VA24502 Charlottesville, VA2291, Phone: 434.316.6080 Phone: 434.984.2700 1 2 o f 1 2 SSIONAL ��G www.wwassociates.ne[ 219040.03 904003C_SWM-l.dwg CIVIL H:AS SHOWN 02128120 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE oON� V. NIA C PEDESTRIAN TYP, GROUND FLOOR LEVEL ENTRANCE, EXIT em !N 216 217 DN 218 219 220 221 222 223 224 235 236 237 214 201 225 238 213 200 226 239 212 19 227 240 262 228 ]�211 241 274 � � 261 229 n ^ �llr 242 273 260 230 v. 243 272 259 231 244 271 258 232 245 270 257 233 246 269 256 234 247 268 UP DN C� 248 267 266 255 254 253 252 251 250 249 C19719110110$,IZRI211 C C 4 � F VEHICLE ENTRANCE /EXIT T3435 36 37 C� 33 46c 32 DN 31 18 30 17 29 16 38 48 28 70 39 49 82 81 69 �68 40 41 50 51 80 67 42 52 79 66 43 53 78 65 44 54 77 64 45 55 16 UP DN 56 75 74 -=> 63 62 61 60 59 58 57 VAN 1ST FLOOR / COURTYARD LEVEL EUX 280 279 281 DN 282 283 284 <= ==> 285 286 287 288 299 300 301 278 265 289 302 277 264 290 303 276 26 291 304 275 326 292 305 338 n Ivl_ n �llr 325 293 n I/I 306 337 324 294 307 336 323 295 308 335 322 296 309 334 321 297 310 333 320 298 311 332 UP DN C� 312 331 330 319 318 317 316 315 314 313 6 89 90 1 91 1 92 1 93 1 94 1 95 1 96 107 88 108 87 DN 109 86 73 97 110 85 72 98 111 84 71 99 112 83 134 100 113 146 � � 133 101 114 145 132 102 115 144 131 103 - 116 143 130 104 117 142 129 105 118 141 128 106 119 UP DN 120 139 138 —=> 127 126 125 124 123 122 121 �1 2ND FLOOR LEVEL 345 1 346 1 347 344 343 DN 342 329 341 328 340 327 339 6TH FLOOR LEVEL C 152 151 153 DN 154 155 156 ==> 157 158 159 160 171 172 173 150 137 161 174 149 136 162 175 148 13 163 176 147 198 164 177 210 n ^ 4 197 165 178u 209 V u 196 166 u — 179 208 195 167 180 207 194 168 181 206 193 169 182 205 192 170 183 UP DN C� 184 203 202 191 190 189 188 187 186 185 3RD FLOOR LEVEL IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 30' 0 mi 30' 0 30' DESIGNED BY: PROJECT. STONEFIELD BLOCK D-1 SET REV. NO. mm FINAL SITE PLAN — DRAWN BY. ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: MM TITLE: DIHR BY: PARKING GARAGE LAYOUT AP-1 HFW SHEET NUMBER: WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 219040.03 904003C—AP-1.dwg H: 1 "=30' 02128120 1 of 1 N0. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE V. NIA