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HomeMy WebLinkAboutARB201900121 Plan - Other (not approved) Initial Site Plan 2019-10-17INITIAL SITE PLAN A-LBEMARLE COUNTY, VIRGINIA SHEET NO. DRAWING NO. TITLE 1 OF 11 C®1 COVER SHEET 2 OF 11 C®2 ABBREVIATIONS AND LEGEND 3 OF 11 C®3 GENERAL NOTES 4 OF 11 C®4 EARTHWORK REQUIREMENTS 5 OF 11 C®5 PROFFERS 6 OF 11 C®6 EXISTING CONDITIONS 7 OF 11 C®7 DEMOLITION PLAN B OF 11 C-6 SITE LAYOUT PLAN 9 OF 11 C®9 DETAILS 10 OF 11 C-10 LANDSCAPING PLAN 11 OF 11 C®11 LANDSCAPING DETAILS AND NOTES THIS IS A PORTION OF • CONVEYED UNTO OCT STONEFIELD i BY - LLC) BY THAT CERTAIN DEED DULY RECORDED IN THE CLERKS OFFICE OF THE CIRCUIT COURT OF THE COUNTY OF ALBEMARLE, VIRGINIA IN DEED BOOK 4857, PAGES 503-511. 1. THE PURPOSE OF THESE PLANS IS TO SHOW THE SITE IMPROVEMENT MODIFICATIONS REQUIRED FOR THE CONSTRUCTION OF • MECHANICAL2. VISIBILITY OF ALL EQUIPMENTROM THE ENTRANCE CORRIDOR i EACH OUTDOOR a - EQUIPPED . !R' WITH A LAMP is EMITS 3,000 'fj MORE HALL BE A FULL CUTOFF LUMINAJRE AND SHALL BEARRANGED • , SHIELDED TO REFLECT AWAY FROM ADJOINING RESIDENTIALAWAY FROM D, ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAJRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. r VICINITY MAP SCALE: 118-2000' SPACES55 (0.40 SPACES/HOTEL• 24 ' , • SF/7- - 57 3 #• 51 SPACES (0.40 SPACES/HOTEL ROOM) EXISTING SITE DATA • ► rg ; t �X'rqwl •= • SOURCEOF THE PROPERTY AS SHOWN ON THIS PLAN IS THE PROPERTY_,• UNTO OCT STONEnELD PROPERTYLI-C DEED DULY ON •ir IN THE OFFICECIRCUIT COURT OF THE COUNTYOF I 503-511 AND IS INDICATED AS TAX MAP PARCEL TMP 61W-3-19A. SOURCE OF O• D ; DATED: MAY 29, 2013 9OURCE OF TOPOGRAPHY: WW ASSOCIATES, INC BY FIELD SURVEY PERFORMED ON:SEPTEMBER 20, 2019 COUNTY, STATE: ALBEMARLE COUNTY, VA MAGISTERIAL DISTRICT: JACK JOUETT WATER PROTECTION AREA: N/A (NON —WATER SUPPLY WATERSHEIM TAX MAP/PARCEL- TM 61W. PARCEL 3-19A ZONING: NMD (NEIGHBORHOOD MODEL DISTRICT) •' :\'- DISTRICT: ENTRANCE CORRIDOR AIRPORT - P•" IMPACT - 1.1 1PARKING• .lROUSE:POSEDRESIDENTIAL PART ON -SITE DUMPSTER YARD REQUIREMENTS: THERE ARE NO MINIMUM OR MAXIMUM LOT WIDTHS OR DEPTH REQUIREMENTS, PROPOSED BUILDING HEIGHT: 66' MAX. (VARIES; 6®7 STORIES) BUILDING GROSS AR - 87,493 SF TRAFFIC GENERATION: APARTMENTS (USE 220) (PER ITE TRIP GENERATION 6.65 TRIPS/UNIT/DAY MANUAL, 8TH EDITION) 234 UNITS x 6.65 = 1,556 VPD TOTAL SITE 2.48 AC. •0_ BUILDING 2.01 AC. t OPEN 9 A tw q I,• OTHER IMPERVIOUS • vv® DESIGNED BY: G Gl ENGINEERS DRAWN BY. SURVEYORSKW JOHN DAVID BEIM JR PLANNERS DINR BY. Lie. No. 042267 � r�ASSOCIATES HFW 0 PO Box 4114 R40 Avemore Square Pl. Lynchburg, VA24502 Plianne:i34. VA229i1 WWA NUMBER: p �y Phone: 434316.6084 Pliant; 434954._700 /� BY DATE www.wwassociates.net 219040.02 INITIAL SITE PLAN ALBEMARLE COUNTY, VIRGIN_ Iffirm FILE NAME. DISCIPLINE: SCALE. DATE: 904002C CS—I.dwg CA& H: AS NIA SHOWN V . NIA i �/17119 SET REV. NO. DRAWING NUMBER: c®1 SHEET NUMBER: 1 of11 EX SYMBOL LEGEND NEW EXISTING LINETYPE LEGEND NEW P� AIR RELEASE VALVE r& BUILDING OVERHEAD <� BENCHMARK/FFE - - - - ADJACENT PROPERTY LINE - - - - ��` BLOW OFF VALVE $ ®- R/W ADJACENT RIGHT-OF-WAY - - R/W m BOLLARD 0 BOUNDARY PROPERTY LINE - - ® BORE HOLE ®® R/W BOUNDARY RIGHT-OF-WAY - ® R/W Cl BUILDING COLUMN ®❑ — BUILDING SETBACK- GBUSH ���_ n���_�� .�x�_�_�.� BUSH LINE ® CABLE BOX ® 0 H CT 0 H CT CATV OVERHEAD CEMETERY ® UGCT UGCT UGCT CATV UNDER GROUND CONIFEROUS TREE DRN DRAIN DRN ABBREVIATIONS r � DECIDUOUS TREE OHT 0 H T TELEPHONE OVERHEAD AFF ABOVE FINISHED FLOOR HB HORIZONTAL BEND RT RIGHT DRAINAGE INLET GRATE UG-r UGT UGT TELEPHONE UNDER GROUND AHD AHEAD HC HANDICAP R/W RIGHT OF WAY Q DRILL HOLE a > > DITCH CENTER LINE > > > ARV AIR RELEASE VALVE HDPE HIGH DENSITY POLYETHELENE SAN SANITARY SEWER (D ELECTRIC METER BOX Q EASEMENT - CONSTRUCTION AND GRADING BC BACK OF CURB HK HOOK SBL SOUTH BOUND LANE 7 ELECTRIC PANEL BOX Q EASEMENT - SLOPE BF BLIND FLANGE HWL HIGH WATER LEVEL SD STORM DRAIN FEI ELECTRIC PEDESTAL [El EASEMENT = SANITARY SEWER BFF BASEMENT FINISHED FLOOR ID INNER DIAMETER SDMH STORM DRAIN MANHOLE C� ELECTRIC MAN HOLE 0 EASEMENT -STORM BM BENCH MARK INV INVERT SL SLUDGE FIRE DEPARTMENT CONNECTION - - EASEMENT - STORMWATER MANAGEMENT ®• - - • - - - - - - - - - BK BACK IPF IRON PIPE FOUND SQ SQUARE kigno tiyo FIRE HYDRANT EASEMENT - UTILITIES - BOV BLOW OFF VALVE IRF IRON PIN FOUND S.S. STAINLESS STEEL t7 FLAG POLE EASEMENT - WATER BW BOTTOM OF WALL IRS IRON PIN SET SSMH SANITARY SEWER MANHOLE G GAS MAN HOLE G of EFFLUENT OUTFALL OF CAN CABLE TELEVISION JB JUNCTION BOX STA STATION GAS METER M OHE ONE ELECTRIC OVERHEAD CG CURB & GUTTER LAT LATERAL STD STANDARD GAS VALVE UGE UGE ELECTRIC UNDER GROUND UGE UGE CIP CAST IRON PIPE LF LINEAR FEET STL STEEL ® GENERATOR ® FENCE BARBED WIRE 14 It (L CENTER LINE LP LAMP POST SW SIDEWALK <11 GROUND LIGHT o 0 FENCE CHAIN LINK —0-0-0-0 CMP CORRUGATED METAL PIPE LT LEFT TBA TO BE ABANDONED -0 GUY POLE -0 o ❑ o FENCE WOOD CO CLEAN OUT LWL LOW WATER LEVEL TBR TO BE REMOVED HANDICAPPED BARKING (k- o a c FENCE WOVEN WIRE CONC CONCRETE MF MONUMENT FOUND TC TOP OF CURB ® HEAT PUMP 0 GAS GAS GAS UNDER GROUND COR BOUNDARY LINE CORNER MH MANHOLE TSV TAPPING SLEEVE AND VALVE 0 IRON PIN 0 GRAVEL CPP CORRUGATED PLASTIC PIPE NBL NORTH BOUND LANE TW TOP OF WALL 0 LIGHT POLE GUARD RAIL e CY CUBIC YARDS NC NORMALLY CLOSED TYP TYPICAL MAILBOX PAVEMENT ASPHALT DI DROP INLET NF NAIL FOUND UG UNDERGROUND MONITORING WELL ® PF PLANT FLOW PF DIA DIAMETER NO NORMALLY OPEN UGT UNDERGROUND TELEPHONE MONUMENT FOUND 1Hi i i i RAILROAD CENTERLINE DIP DUCTILE IRON PIPE NS NAIL SET UGU UNDERGROUND UTILITY MONUMENT SET RAS RETURN ACTIVATED SLUDGE RAS EF EACH FACE NIC NOT IN CONTRACT LION UNLESS OTHERWISE NOTED PANEL POINT ROAD CENTERLINE EL ELEVATION NTS NOT TO SCALE VB VERTICAL BEND POWER METER FM FM SANITARY FORCEMAIN FMI ELEC ELECTRIC OC ON CENTER VHD VEHICLES PER DAY 0 POWER POLE 0 SAN SAN SANITARY SEWER SAN EOP EDGE OF PAVEMENT PE POLYETHYLENE W WATER ROAD SIGN SL SLUDGE SL EOTL EDGE OF TRAVEL LANE PF PLANT FLOW WAS WASTE ACTIVATED SLUDGE EB SANITARY CLEAN OUT ® STORM SEWER EQPT EQUIPMENT PGL PROFILE GRADE LINE WL WATER LINE Q SANITARY SEWER MAN HOLE STREAM CENTERLINE EW EACH WAY PP POWER POLE WM WATER METER - SIGN TOB TOB TOP OF BANK TOB TOB EX OR EXIST EXISTING PROP PROPOSED WSE WATER SURFACE ELEVATION U SPRINKLER HEAD TOPO MAJOR CONTOUR FF FINISHED FLOOR PRV PRESSURE RELIEF VALVE WT WATERTIGHT D STORM DRAIN MAN HOLE TOPO MINOR CONTOUR FH FIRE HYDRANT PS PLANTED STONE FOUND WWF WOVEN WIRE FABRIC TRAFFIC LIGHT POLE Fol TREELIKE FM FORCE MAIN PVC POrNINYL CHLORIDE XING CROSSING TELEPHONE MAN HOLE (D OHU OHU UTILITY OVERHEAD FL FLOURIDE PVMT PAVEMENT YDS YARDS 0 TELEPHONE PEDESTAL ® UGU UGU UTILITY UNDER GROUND FOC FACE OF CURB RAS RETURN ACTIVATED SLUDGE YH YARD HYDRANT TELEPHONE POLE WAS WASTE ACTIVATED SLUDGE WAS GALV GALVANIZED RCP REINFORCED CONCRETE PIPE TELEPHONE JUNCTION BOX Z U�1 W W WATER LINE W W W GV GATE VALVE REQ'D REQUIRED rP TEST PIT TP BW BW BW WATER LINE - BACKWASH im 04 8 NOTES; F71 TRAFFIC CONTROL BOX WATER LINE - COLD cw cw CW 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN.❑ TRAFFIC JUNCTION BOX ® D D D WATER LINE - DRAIN D D D 03 2. ALL SYMBOLS AND ABBREVIATIONS SHOWN MAY NOT BE USED. TRAVERSE FBW FBW WATER LINE - FILTER BACKWASH WASTE FBW — FBW i CJ UTILITY MARKER POST FE FE FE WATER LINE - FILTER EFFLUENT FE FE FE 17� UTILITY POLE FW FW FW WATER LINE - FILTERED FW FW FW ! 0 VENT PIPE 0 WATER LINE - HOT I O WATER MAN HOLE N PW WATER LINE - NON -POTABLE NPW E WATER METER _ WP WP WP WATER LINE - PRIVATE WP WP WP WATER SURFACE ELEVATION 0 RAW RAW WATER LINE - RAW RAW RAW m WATER VALVE WATER LINE - REVISED RWL ti�� WELL WETLAND LIMITS Illm YARD GRATE Ma a ® �* ��, �H 0� DESIGNED BY. PROJECT. SET REV. NO. ® STOEFIL LOCI D— 1 oy ENGINEERS INITIAL SITE PLAN SURVEYORS DRAWN 8Y: AL E MA LE COUNTY, VI GINIA DRAWING NUMBER: ciKW JOHN DAVID BEIRNE JR El PLANNERS TITLE: Lic. No. 042267 Dtr�R BY: ABBREVIATIONS AND LEGEND ®2 Po BS S O IAT S HFW WWA NUMBER: FILE NAME. DISCIPLINE. SCALE. DATE. SHEET NUMBER: Lyncltbm'g, VA 24502 Chulanesville, VA 229 � � 1 O�v Phone: 434.316.6080 Phone: 434.994.2700 //y.@J ®/ryj //��//� @�,�1�fafgil,■/q■pt4■Cjf ip���■!my q� �p{�f�� /A� {'/4(■ /s ,•�/qp //ry9r/p` ��j/p A IL Www.wwassOC13Ie5.nei L d 9040.02 9040 2 ND—l.dwg CML H• NIA 1 i//1 7/1,9 Go MP 1 NO. SHEET REVISION BY DATE N0. SHEET REVISION BY DATE V. NIA ` 11 VV 1.1 DEFINITIONS • ROCK:1.1.1 HARD MATERIALS: WEATHERED ROCK, DENSE CONSOLIDATED DEPOSITS. OR CONGLOMERATE MATERIALS WHICH ARE NOT INCLUDED IN THE DEFINITION OF "ROCK" BUTWHICH USUALLY REQUIRE THE USE OF HEAVY EXCAVATION EQUIPMENT, RIPPER TEETH, OR JACK HAMMERS FOR REMOVAL • ) HOMOGENEOUS REMOVED WITHOUT SYSTEMATIC DRILLING AND BLASTING, DRILLING AND THE USE OF EXPANSION JACKS OR FEATHER WEDGES, OR THE USE OF BACKHOE—MOUNTED PUNCHERS OR ROCK BREAKERS; ALSO LARGE BOULDERS, BURIED MASONRY, OR CONCRETE OTHER THAN PAVEMENT EXCEEDING M CUBIC YARD IN VOLUME. REMOVAL OF HARI 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: ASTM D 2487 CLASSIFIED AS GC. SC, , CL.. MH, AND CH. MATERIALS CLASSIFIED AS GM AND SM WILL BE IDENTIFIED AS COHESIVE ONLYWHEK THE E. PLASTICITY INDEX - COHESIONLESS MATERIALS: MATERIALS ASTM D 2487 CLASSIFIED AS GW, GP, SW. AND SP. MATERIALSBE THE FINES HAVE PLASTICITY INDEX OF ZERO. SECTION BREAKING,1.3 PROTECT EXISTING TREES AND OTHER VEGETATION INDICATED TO REMAIN IN PLACE AGAINST CUTTING, 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 ,. THIS PROJECT. 2.1 SOIL MATERIALS: FREE OF DEBRIS, ROOTS, WOOD, SCRAP SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTIONABLE MATERIALS. THE MAXIMUM PARTICLE i , ! PIPE •LESS THAN 1—FOOT ABOVE THE PIPE CROWN SHALL BE I—INCY. COMMON FILL: APPROVED, UNCLASSIFIED SOIL MATERIAL DENSITY CLASSIFICATION, r LlMff OF i 4312 PLASTICITY INDEX OF 25. MOISTURE CONTENT SHALL BE WITHIN ±3% AND IN ACCORDANCE WITH GEOTECHNICAL ENGINEER RECOMMENDATIONS. - WITH A MAXIMUM OF i PERCENT BY WEIGHT PASSING ASTM NO. 200 SIEVE. MATERIAL-2.1.4 PIPE BEDDING Ar PA1*7Te1ciS*e 41141 AX&/I i Mr01& K4M'j! 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 OTHERWI-Tc2 NOTED. I I•, _ 1 � •, '' , ; ` I I = •i r ,` _ 4,41 . ? / °r � '' i r . • '" � I I ' ' �)� .� ` • : , : —III i .` 3.1.1 REMOVE FROM THE SITE TREES, STUMPS. ROOTS, BRUSH, SHRUBS. DOWN TIMBER, R017EN WOOD, RUBBISH, OTHER VEGETATION, AS WELL AS FENCES AND INCIDENTAL STRUCTURES NECESSARY M 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 -.1 GRADE WILL BE LESS THAN 2 FEEIF BELOW EXISTING GRADE,TRANSITIONAL AND FILL, AND ANY AREA TO RECEIVE CONTROLli r 3.3.2 REMOVE FROM THE GROUND TO A DEPTH OF 24 INCHES ALL STUMPS, ROOTS %—INCH DIAMETER AND LARGER, ORGANIC MATERIAL, AND DEBRIS. 3.4 CONSTRUCTION/CLEARING LIMITS SHALL3.4.1 THE CONTRACTOR O DISTURB AREAS -THE CONSTRUCTION--- ENGINEER. 3.4.2 NO CLEAR—CUTT`ING 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 RESULnNG 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 • 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 k�. i MATERIAL AND LOCATE CONVENIENTTO FINISH GRADING - c 3.8.2.2 S BSIRFACE DLrM-- III CONSIDER SITE SURFACE AND SUBSURFACE CONDITIONS. AVAILABLE SOIL, AND HYDROLOGICAL DATA. REMOVE WATER BY BENCHING, SUMP PIMPIAG, DEE' WELL PUMPING, OR OTHER METHODS+ PREVENT SOFTENINGOF -DEVICES REMOVAL OF ! SOIL PROVIDE EROSION CONTROL AT THE OUTLET OF PIPING TO PREVENT EROSION. OPERATE DEWATERING SYSTEM CONTINUOUSLY UNTIL CONSTRUCTION WORK BELOW EXISTIN* _I• i i is - 3.9.4 UNSUITABLE SUBGRADE SOIL MATERIALS: SUBGRADES WHICH ARE DETERMINED TO BE UNSUITABLE FOR BEARING NEW EQUIPMENT, STRUCTURES, OR PIPING, SHALL HAVETHE UNSUITABLE SUBGRADE SOIL MATERIALS REMOVED AND DISPOSED OF. AND REPLACED WITH SELECT MATERIAL AT NO ADDITIONAL COST TO THE OWNER. 3.10 nWNG AND BACKnWNG: FILL AND BACKFILL TO ELEVATIONS AND DIMENSIONS INDICATED. COMPACT EACH LIFT BEFORE PLACING OVERLAYING LIFT. ACCESSIBLE 3.10.1 COMMON FILL PLACEMENT: PROVIDE FOR GENERAL SITE, IN GREEN OPEN SPACE AREAS. PLACE IN 6—INCH LIFTS. R COMPACTi COMPACTORS AERATEWITH MECHANICAL HAND TAMPERS. MATERIAL MOISTENED BY .::AIN TO A SATISFACTORY:MOISTURE CONTENT. PROVIDE A SMOOTH FINISH SURFACE BY BLADING, ROWNG WITH A • ROLLER,OR BOTH. 3.10.2 VFC&PI-1 AND 1`11. MATERIAL PLACEMENT: PROVIDE FOR UNDER PAVEMENT, BUILDINGS & OTHER STRUCTURAL COMPONENTS. PLACE IN 6—INCH UFTS. PLACE BACKFILL MATERIAL ADJACENT • STRUCTURES AS THE STRUCTURAL ELEMENTS ARE CO ' I r AND ACCEPTED. BACKFILL AGAINST CONCRETEN.O' D PLACE `, AND COMPACTA: • AVOID LOADING UPON OR AGAJNST STRUCTURES. PLACE BACKFILL AND FILL MATERIALS TO 5 FEET OUTSIDE OF STRUCTURES. 3.;0.3 SELECT MATERIAL PLACEMENT: ,'.,_. PROVIDE .._— UNDER STRUCTURES AND CONCRETE SLABS SELECT PROVIDED APPROVED P__— — SALL MATERIALS SHALL BE . IN ADDITION,PROVIDE • INDICATED ON THE COMPLETED AND ACCEPTED. BACKFILL AGAINST CONCRETE ONLY WHEN APPROVED. PLACE AND COMPACT MATERIAL TO AVOID LOADING UPON OR AGAINST STRUCTURES. 3.10.4 TREilIiCH BACKFILLING: BACKFILL AS RAPIDLY AS CONSTRUCTION, TESTING, AND ACCEPTANCE OF WORK PERMITS. PLACE AND COMPACT INITIAL BACKFILL AND BACKFILL MATERIALS W G—INCH UFTS TO THE TOP OF THE TRENCH. TRENCHES IN PUBUC ROADWAYS SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAT r BRIDGE - • 3.10.5 BEDDING REQUIREMENTS: EXCEPT - E, ' OTHERWISE IN TH.: INDIVIDUAL PIPING SECTIONS,• 1: BEDDING FOR ` 1 PIPING I,a ACCORDANCE • 1 '. 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. ENCOUNTERED,EXCEPT WHERE ROCK IS i BEDDING OF BENEATH THE PIPE INVERT. TRENCHES 3.11.3 PIPE TRENCHES: COMPACT FILL, BACKFILL, AND SELECT MATERIALS PLACED IN PIPE OF i 698. 3.11.4 ADJACENT AREAS: COMPACT AREAS WITHIN 10 FEEr 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 98X OF i 698. IN ADDITIONTO THE SPECIFIED COMPACTION REQUIREMENTS, FILL AND BACKFILL MATERIALS SHALL BE COMPACTED TO DEVELOP A CALIFORNIA BEARING RATIO (CBR) OF 10. RIPRAP i BRIDGE :�- ... — .:. t i :. is SHALL _- I i / PLACED UNDER I\ M` ALL EARTHWORK AND SITE WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS TH DESIGNED BY. JDB ENGINEERS DRAWN BY. �j SURVEYORS /� p�7 rpy�� JOHN DA Y ID BE�'�VE; JR. PLANNERS d Lie. No. 042267 DlNR BY: AssOCIATESHFW PO Box 4114 Clib3040,`.v il]r, Square Pt - Lyn WWA NUMBER: urg, VA 24502 ChazlaazsvillzVA 22911 4Y ��� Phone: 434.316.6080 Phone: 434.484.2700 10NA L ww,v.ev .vassociates.net 219040.02 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE D BLOCK %' . INITIAL SITE PLAN ALBEMARLE COUNTY,' y-ET121h FILE NAME: DISCIPLINE: SCALE: DATE: 904002C ND-3.dwg CML y. `A 10117119 SET REV. NO, DRAWING NUMBER: SHEET NUMBER: 4of11 , . .. - . ;i;! , , , k.----,� �F, "71 - t'll" 6 , - -�! ; C.) i111 lt�i 161 l', � .1, () 3 Ili ii� I 0 4 - - , 1-:7- ; �Je k-j COUNTY OFATME-MARLE "-i'.(�l--.,�-���-�..--".,�...-. J)epartillell( of C011111111111ty mvelupilloilt 401 iwelulire Ruad, North W1119 Cilar)t)ttesville, Virgicia ,,12902-4596 Fax(434)1)72-4126 - Ftwne (434) 296-5932 - . March 23,2012 Valerie Long 321 E. Main St-, Suite 400 Ch@rlottesvill�,, Va 72902 RE: ZMA201100007 Albemarle placelStonefield Proffer Amendment TAX MAP, PARCFLS: 061010-g3-00-019A0, 051 \�10-03-0D-o I 9BO (as it has been subdivided), 0&1%)-VO-03-00-G2300, 061WO-03-00-02400, 061V,JO-03-00-02600 Dear Ms, Long: The Board of Supervisors approved tile above referenced application on March 14, 2012 in - accordance with the attached proffers dated March 13, 2011 Please refer to this document for any future applications and requests on this property, Please be advised that although the Albemarle County Board of Supervisors tool< action oil the project noted above, no uses on the property as approved above may lawfUltY begin until all applicable approvals have been received and conditions have been met. This includes: . cot npliancs:� with applicable PROFFERS� . compliance with conditions of any applicable SPECIAL USE PERMIT; . approval of and compliance with applicable SITE PLANS and SUBDIVISIONS; and . approval of a ZONING GOMPLIANCE CLEARANCE. if you have que-stions,or,:-,ruments regarding tile above -noted action, please do not hesitate. to contact Rebecca Ragsdale at 296-5B32. Sincerely, - 11 �'�� - n. r,l,,b.rg Director of Planning t I rc: -11 Albernarle Place 2AAP. CC Albemarle Place EAAP LLC C/o Tom Gallagher P 0 Box 528 7200 Wisconsin Ave. Columbia SC 29202 Bethesda, MID 20814 Allic.marle Ptyiec/Stonefjeld PROFFER FORM Datt! March 13, 2012 ZMA -H 2011-00001 Albeinarle, Plave/Stonefield TaxMap aud Parcel Nituilicii-s: (161WO-03-00A19A0, 061WO-03-00-019HO (its it has been I ,subdivided), 061WO-03-OU-02300, 061WO-03-00-02400, and (ANVO-03-OU-02500 65.034 Acres zoned Neighborhood ModelDistriet (NMD) to he rezoned to Neighborhood Model District (INNID) Albornarlt Realty (E&A), LLC, a South Carolina litnifed liability company is tilt; ownur oftwo parcels ofland (IlUt Were Subdivided from tax map Parcel 0611NO-03-00-019130, which parcels are shown as"LotDT', containing 5.487acres, and "Lot D3", coyytaliniri�g 1.010 acres, each ona. plat entitled "Plat Showing Subdivision OfSt0110field, Jack JOUtL Ma�.i,,Ivxiad District, Allicirraric County, Virginia" dated July 15, 201 1, list revised November 10, 201 1, prepared by W.W. Associates, which plat is ofrecord in die Clerk's Office offie Circuit Court of Albornaryle C,c)Ltiity,-ViTginiEtinDpedT3oo.l�4.[�1.5,pEige,215(tlie"Subdivi.sionillat"). Tht1favenat Stonefield, LLC, a South Carolina limited liability company, is the owner of a paroel of land that -,�,�isstib�livi(icciftoITII�IYRIuppai�L:uJ.061WO-03-00-019BO,A.vlaiciiparL�elis,slioivti4,�i"[,(,tE2" containing 7.638 acres, tilt the Subdivision Plat. For the purposes oftlicso proffers, Alticulurlu PlacuEAAP, TJ,Q aud A lbeinarle Realty (E&A), LLC are collectively referred to herein iis (tile "Owncl"). Albtruarle Place EAAP, LLC, a Delawaro limited liability courpany, is the fee simple owner (tile "Owirn�') oftax map parcels 061WO-03-00-019AO, 061 WO-03-00-02300, 061 WO-03-00-02,1 00, 061 WO-03-00-02500, and the residual portions of tax map parcel 061 WO-03-OQ-0 19BO lhatwere, not conveyed to thirty Albomath,.Realty (L&A)� LLC or -Dic IL-tvtur it Storitheld, LLC. For the purposes of these proffecs, Allicinarle Place EAAP, LLC, arid Albemarle Realty (E&A), LLC ,ire Collectively Itferyed to herein as (the "OvVylut"), Ta,r ninp parcels 06 1 WO-03-00-019AO, 061 WO-03-00-02300, 061WO-03-00-02400, 06 IWO-03- 00-02300, and 061 WO-03-00-019BO (includitt'g, the, lots created there, froin litusuailt to the Subdivision Plat) (collectivtly, the"Pxopedy"), are the subject of--,oning mail aniondawnt application number ZlvJA 2011-00007 urigillally SLIbraitt0d as "Albemarle Place Proffer Amendment," which application riallio has been renamed to "Storlefield." Pursuant to Section 33.1 oftne A-lbeinarie County Zoning Ordinance, the Owner hereby voluntarily PrUffer-9 the conditions listed in this proffier staterneirt, which.,.;hall be applied to the Property ifflie rezoning isapproved by Alburrauto County. Those conditions live proffbied as part ofilic) rezoning and it is acknowIc'.d.ud (liat the conditions are ruasortublu. The Albtinarlp Place/Storitfruld pxtiiuctwas ori,-inailly aitiproved by ttio COUIlty BUUrd Of Supervisors oil October 22,2003 us ZMA 2001-007,,alatigwith profterj floya the pyior owner dattd October 22,2003,aryd a Code ofDovelopirient prepared byTile, Cox Company dated Ori-hial Proffer: 1�;""Illli 1111111t: X October 15, 2003 (with E-xhibil A u� Ilic: Codc ofDuvc1opment last ruviscil July 8, 201 0) (Liu "Cade ol'Developiriont"). Tho Ccdc oflDevelopintrit included an application plau (tho "i1qiplication Plarl"), The hriprovenients proposed for file Prope,tty are cohecti-volyieferlpd. to as Liao, "Project." 1he tertia "Owuct" as refcrenGed herein s,hall include within its rncartirt-,, the owner oft-ecord- and successors in interest , Tat torm "Application Plan�'rtleis to Exhibit A. Tilt ttrm"Codt of T)C;VUIOPIIICIIV'tCf��13tC)ExliibitB. The Proffers dated October 22, 2003 that welt approved,vvith YIVIA 2001-007 were ariended by proffers dated fuly 23, 2010 that were appyoved with ZD/lA 2009-0003 by tile County Board W'Supurvisors oil August 4, 201 0, arid by proffers dated August 5, 2011 thatweit approved with ZMA 2011-0004 by tile County Board Of Supervisors Oil September 7, 201 1. These piefters amend itact supersede the Proffers accepttd in conjunction with tile approval of ZMA 2001-007, Zlvf,,� 2008-0003, and ZIVIA 2011-0004. . 'the lacadingsofthe . proffcn sul fordl. bolow have liccrt pn-paced Cor convulliciluQ Or lulcrullec only and shall not control or affect (he mcanhig, or bu taken a,3 all hiterptelafon ofatty provisions ofthepruffet-8. th 3: 10 1. Pbashig (if Improvements: The Owner shall Phase development ofthe Project as follows: 4 A. Phase 1: Phase I of the Project shall be cumposod of`BloQI,s A, 13� C and D as Shown on F6 1 4 the Appli cation Plan, and as shown in niore doiail oil Exhibit A- I attuchtcl hereto ("I'llasc Z l"), and --halt inel udc,stroctrind utility impuovctrionts to �srirvo the planned building I irrlprroveyric,ru�s, contairiud within Phase 1. As part ofPltasc 1, the Owner shall desigm aral 0 coustrucL District Avonric (forciorly Ictiown as Albernarlb 111,aceBoulevrad arid as Fourth N Sneut/CQdair Eill Road) ("District Avenue") from Hydraulic Road to tilt point where District 8 Avenut coryacat,q with the new planned western entrance to the Sperry Malinafacility in tile, * location shown oil the ApplierytioriPlan, and as shown in more detail oil Extribit A-1. This 0 0) first phase of District Avenue ,,;hall iraAado all 3uppoyting utility infrastyucluve oil such str-cet, 001, arid shall be completed prior to issuatice ofa fural cottiticate of occripancy for -,lily buildings C withinBIocksA,B,Caa0D. G'oustric(ion ofthe first phase ofDi,strict Avenue shall be F3 1 dcolitled complott IvIlen it is constructed in conforillancovvith the p1rins approved by WL I Alberniule County orby the Virginia Department DfTrunsportation CWDOVI), L13 4) applicablo, arid in tiny event the Coruity Engineer has approved itfbi vehicular travel. No It more than three hundred seventy thousand (370,000) squatu foot of vorlitnelcial space and Q) out! handled seventy (170) dwelling unit,,, may be constructed within the Fyo��cut until the � ronlairlder of District A-vellue is constructed to the ilt,w planned -intersection with U.S. Route 0 ;.:- 29 asshown cn!ho Application Plan. Notwithstanding anyfirkig to the contrayy contained i 4 !his Pan-yaph I A, the, Ov,neraliall tip, porraiated to utilize poytionL; cd tit(,, Phase' 2 larid (as sho,,vn on Exhibit A- 1) for the installation oE irtrasixuonn u to scryu the Pliase I building s N 0 improvements to be consaucted in Blocl,a A., B, C' and D. 46 B. Phase 2: Pha�u 2 Of [hu Project shall be composed ofIfflocks F, F and 0 as shown On (lie * Application Plan and as shown in inoxe detail oil E%bi b4 A-- I ('?base 2"), arid shall include Q 0) stiett andutility finplovQ111cirts tolierve the planned building irriprovellients contained within V- PhaLe 2. As part of Phase 2, th(; Owner shall I. design and construct District Avenue ft out the C4 . .01� C 1 0 rL Q - +4 V5 "a I Q) M q) r- a i�), , I %.A 4X 8 M R 0) V� N .0-� . . Z I NO. I SHEET REVISION original Proffer: Amendment: X point where it colinects with tit,-- Dew planned western entrance to the Spelry Marine facility noidiarid eust through Blacks E, F arid G tu the new planned inteiisectionwith U.S. Routle 29 as.9howo oil the, ApplicatioliPlan and asshowo Ili more detail On ExhibitA-I. Thi.ssucoyid Phase DfDistrict.Avellue shall bicludeall supporting utility infrastructure onsuclistrett and sha 11 be, completed prior to issuance ofa final certificate of occupancy for any buildinVs v;i6i.�ii.Blt)cf�.,,�E,F�iii(l(!. ('t)i�.��tructiotiuffliest:cuiidpliaseufDisti-letAv�-titic,sli-,iltbe (i'-Clllc(luollll)](;IuwflolliLiscc)llstttictvcliLcoiifc)i:iii,giic�,�,,villitlieplaiisapl)rovedb), . Albemarle, Comity or by tile YDQI� as applicablo, and ill ully event tile, County Engineer has approved it for vehicular travel. Nolwithmanding anything to the oonuirry contained fir tills Paragraph IB� the Owner Lsball be permitted to utilize poxtionr ofthe Phase 2 fund (asshown oil Exhibit A-1) for tile installation ofinfrastructure to serve the Phase I building improvements to be, constructed in Blocks A, B, C and D. Not,�vithst-,iia(Iiiig,-tiiytlaing to the contrary contained in this paragraph IF or in paragraph IA above, foitif certificates of oectiparacy may be issued for buildingsvAtlyi-ri. Blocks, A, B, C, 1) or E beyond the tIncshDId lovels, contained in paragraph IA, provided that the Owner (i) has, eonsti-acted at least a temporary road (at standards accepbable to Llic Director 0 r C0111111taillLy DcvclopTylcnL) connecting die first phasc offlinirtict Avenue to the new planned. intemectionwith U.S, Route 29, or (ii) can dcnroyt�itratu during illt site plan review process, through traffic analysis acceptable to Ill(; Director ofCominunity Development arid VDOT, flint additional trEW-r-tv, from such buildings, whonuggyegated with tile traffic generated by the uses for,which ceytifcate�; of ocoupwitcy have been issued for brid1dings in Phase 1, will not cause the Hydritailio Road/U.S. Route 29 intersection to fill below an acceptable level ofservice.. All final site plans ibr the 11rqject that include any portion ofDistylet Avenue, shall include a note rn-erving tile portion ofthe property comprising District Avenue ibl: future dedication as a public road, and within sixty (60) days aflervvxAten request forsuch dedication, the Ov�mcr shall dedicate the portion ofthe property compri,sing District Avenue for a public road. Iftho public riglid-of-way is lnot dedicated by subdivision plat, the Owner shall be responsible for the Cost Of -'a SUINCY01111 preparing the cited to convey it]ae public. right-of-wity to the County� � C. f.Etndsc:iipt;itripi'c)vcintritsuLl-dassoci3t�dstrtetacaptiiiipfoveiilciiIstL,sei:vethe�plaiiiie(I building !it iprovernei its contained wirldli each block -,Iyall be revierwtd at the, time offinal sit - plan review for each block. The Project -�;lrall have a consistently designedand plantod streetscalic along Route 29 ,-aid Hydraulic Road, 2. Cotoulawity Dovelopatient Authority Participation: Upon request by the County, tile . Owner shall petition for and consent to all, tax inap parcels osed for nori-xosidontial purposes participating in a Community Dowelopolunt AuLhotity ("CDA.") established punsuant to Section i 5.2-5152, ct seq, of thu Codu orVirginia ("Cudo-) to bo uccated,rol. ill(; pulpose Of implementing Route 29 regiorial lrkln,�Tortatioil huptOVUATIC111s, filClUdilIg but ill][ lillritCd to transportation inipiovcmcu�.N within tilt "�uper Block" (thc gcogiaphical area hounded by ' Runic 29, Hydraulic Road, Coinnionwerilth. Drive, arid Greenbrier Drive,) and ititursuuLitinal improvuriwitys as,�oui4lud therewith. 3. Cash Proffer for Route 29 Regional Transportation: The. Owner vvill make a cash contribution to the County for the MPO,12914250 Phase 2 Rorite, 29 regional transportation ,;tljciyij-itl,ieai)iouiitof0ii�HiiiidredThot�.swici.r)otlars(�100,000.00). Thecashconfribution Original Proffer: Ainclichriterit �-11 shallbc roado by the Owner within thirty (30) days upon reclumt by Ific COLInLy, This pro(rur has been satisfied. 4. Cash Proffer for City of Charlotte.qville Traffic Calming Improvements: The Oviner shall contribute 'I'm Thousand Dollars ($ I 0,000,00) to the C-1tv of Challoutsville for the. construction by tilt City of traffic calininE baprovonualk on Swanson Road, Cedar Hill Road arid other City streets intersecting Hyclyaullc Road Ili lho vicini�y of'Stouoliuhl. T-lic cash contribution shall be made by the Owner within thirty (30) day,'3111)011 request by tile City. 'If tilt traffic calloing iniprovernent.,s are riot implemented by October 15, 2007, ,,ill unc.-oundcd runds shall be refunded to tile Owilot The City constructed tile traffic calliling hapro-verrents, aild requested the prior owner OF the Ptoperty to pay thc� contribution oil November 9, 2005, but there ale no inuriediattly availablc records that such contribution was �;voy received by the, CJi Upon evidence ofprir)r payment of such funds that is satisfactory to fire County, tile mpliverilu'lits Of' thisParragraph 4 shall be deemed safsllod� Ili tile event the Ownvr has not prodmud such uviduricu to the County by Nfarich. 31, 2010, tile Owner shall contribute tliufunds to the City withia thirty (30) days of a written reque , st finin (lie City, provided that ,such request is made no sogner than April 1, 201 1. At the firric; such f�unds are delivered to file City, the Owner shall piovido notice of such Payincirt to tilt County, 5� Ca8h Proffer for Charlottesville Area Transit ("CXY11) Coranjurcial Corridor "Jitney Service": Upon tho roquest of the Coutity, the Owner shall contribute Twenty ThOusiuld Dollars ($20,000,00) per annuor or all arnount riclual to twenty percent (20%) of the aurt opeyating kind inalnicnalluo cosl,'�, whichevur N Jusu_(Ur a peyiod not to exceed five yta,s for operating and/or nurinfairring a dedivated Jitney bus" .scrvico to retail cumiriercial duvehipineirts, including Stolle-Jeld, along the Route 29 Corridor. Tf' LhQ CAT "jitiley service" is not placed into Operation by tile date GfISSUallct OftbU first Occupancy permit f0r a corrallercial buildial., in Stoneileld, Chen the owner shall coritiribuic Seven Thoulaval Dollay�; ($7,000,00) per araram, for a period riot to exceed five years, to CAT for cow,, associated with operating existing CATb,.is route(s) that provido service to Stoiv�&,-Id, . 6. C�18111 Firoffer for Capital Improvements; The. Owner shall contribute One Milliou Five 1-handired Thousurid. Dollars ($-1,500,000-DO) (liereiryuller referred to as tlat "Total Contribution!,) to tile County for the purpose u[ Vuia�lhig tntpitaf iroproverrients, related try Stonefleld. The couribution shall be paid as follows: (u) Thtcuffiradicd and Sevurity Five Thousand Dultais (S375;000.00) shall be contributed to tile County wilhin thirty (30) days after tile first final .site plan or Subdivision plat containing res,idential dwolling units is approved for Stonolield- (b) an additional TInce, Handled ,-aid Sevelity Fivo Thumund Dollars ($375,000.00) of the total coirtributioll shall be contributed to the County prior to the issuance, ofri certificate of Occupancy for the first yesidelitiat dwelling utrit in Stoliefield, arid (c) the itariaiiiing Sever. Hundred Fifty Thousand Dollars ($750,000,00) of the Total Contribution shall be paid on a pro rata basis of Three Thousand Dollars ($3,000.00) per - residential dwelling unit at the time curtilili='C-, Or occupaiicy are issucd for the first two Intilditcd fifty (250) dwelling units, No ridditional contribu(ion shrill be rccluircd- fbi.- tho next two hwidrEA fifty (250) dNvelling units. Orig�ulal Proffcr� Atriendinum.: X It, five (5) years from the date Of approval offic dyst final 6ite plau or subdivision plat for residpirliul d,,vellita.- uni(s, the Total Contribution has not been fully paid., the, balanc�, oftho Total ColaribUtiOn .shall bt contributed to tlai Courity within thirty (30) days upon request by [lie County. If this fluid has not licen exhausted by UIC COL1111Y for tile sialed purpose within five �5) yeam from tile data ille last contribution is trade, all Liflexpondcd funds shall be refuirdti] to the Owitex. In addition to tlic lbre,going, after building permits have been issued for tile first five hundred (500) dwelling, units within Stonefield, tile Owner shall pay to tile County Three Thousand Dolials ($3,000.00) prior to the jssuanc3 of a building liQuinit for each new residential dwtIling unit thereafter. 7. Constructio)k of Frontage improvemerifig oil Route 29 and Hydraulic Road: At its t�xponse, die Owflor riludj 13111115 dotiign, bond aud cormhuct travul 1wic bT1pro,x,mcjjL,� to bc dedicatcd.lbr pabliu aso oil its Hydraulic Road arid Route 29 floatage, The design shall bL� ,,uhtulucd with the first site plan fox the initial phase of Stonefleld. The subject frorriago inaptovenjents ate, depicted by Exhibit F, "Short Tcrut Route 29 Tianspurtailoa rinprovenients." The County may require the.-,u improvements to be completed as a prerequisite to the issuance of any certificates of Occupancy. The construction of the aub , ject improvements shall be declared coirriplett, when they are cousfnicted in 00tylbrillaii-ce with the plans approved by %fDQT arid Opened topuhlic List as approved b VDQT� - y 8� Comirtiction of Off -Site Iniproverricilts: qpon itctuest by tire County or as provided he.roia, the Owner shall plan, design, bond and construct off -site transportation irnprovenle'liV" in the County and the City, as depicted on Exhibit F, "Short Term Route 29 Transportation Impro-verrents". Iftbe improvements are required to be construci.ecit !he County ma , v require tficst improvements to be completed as u nrorequishe to tile issuance of any certiocates Of Occupancy. Construction shalt be deorned complete w1ren the implovQrneirts ,art constructed in corirbrnyyrlice� with the plans approved by VDOT and oponod to public tise as approved bv VDOT. - A� Off -site luipiroventeofs in tile Comity at the Northwest Quadrant of tile Hydraulic Road/Routo 29 Inteneetion. The engineering, plats arid construction docallineuts for off -site irnprovurnent,'i irt ibc County shall be subiniited with tile ff-st final site plalifou'll1lase I of sto'll,c(luld. I 131 Off-6ito Improvements in the City at the Northeast Quadrant of the Hydraulic Rund/Route 29 Intersection (limalbered henis 4 arid 1-1. ou Elxhibit F)� '.File Own,ar shall 5libruit thQ onli liceying, plats -and construction documents (the 'Thina") for tile, illiprov'-fricills In the City of Charlottesville lo tilt City of Charlottesville by January I 1, 2012. The Owner shall diligently pursue apploval ofthe Plans intlic City. If the City does Oct approve the Plans by July 11, 2012, 'the Owrwr shal-I riot be required by t1lis proffer to construct any finircovellicrits for Which approvals have not been Obtained. The Owner shall not bo required by this proffer to actlaire or nth(�irwise pay for right of way in the City for these illiploveyrlellta� ���Knm Original Pcoffer: 'Allimclincilt: X If the improvements are required to be constructed, tile Owner 'diall collipluic construction ofthe hyipcovermilN, for which right ot`way is available within twelve (12) months after the issuance of file first certificate of ocoupwicy within Stoutfield. Construction shall be deeined corripleto when the illoproveluelits art constructed in Uolll�.)rlllapco with tile plans approved by VDOT and opened to public useas approved by VD01', This Paragmph 8(B) is subject to the terms of Paragraph 14, "Substitutud Trau,�Iiorta[imi fill Px0verritalts!, 9. Reservation and Dedication of fund for :Regional Route 29 and Eydratilic Road Intersection Improvements: lho Owner shall reserve .(by tire futurc, dedication to tile Commonwealth of Virginia certain land oil the Property it) tire County for certain shurt-teyin lialisportafion improvements for file Route 29 ,aid Hydxaulic Road intersection (the "Short- Ter.ai Route 29/Hydl:au1i,,: Ro,,id L:npr(-)vQUlcn1--,,'") risfullows: (a) die land shown as "llarcof A 6,55 1 t ST.` oil (he plat of Kirk Hughes and As6oviaLcs dated March 3, 2009, last revised March 25, 2010, ,which plat is attaolicd liereto as EkIlibit H; and (b) any portions of the parcel, 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 �j'ght of Way 1,660 S.F." and "Parcel Five Future J Riglit of Way 790 S.F,," on tire Official Nfrip adopted by the County oil Dectrubev 2, 2009, a copy of Which Official Map is attaolied hereto as Exhibit 1, that art required by VJ)QT for the Shott-Terin Route 29Mydrauli- Road hapfoverrents (collectively, the "Short-Terin frnproveancaits D�djcation Area"), provided, hOwovel, that the subdivision plats, depicting the Short-Terin fniproverrients Dpdication Ai -ea are ,ath,ject to final approval by the County Department of Community Development and that file precise boundarins and size of tile, Shoit-Tenn linprovernents, Dedication Area. may bt adjusled accordingly, The Owner shall dedicate the Short-T,erm Improvement-, Dc,clication Alea to 01c, Conlynonvittilth ofVL1 ginia in fee simplQ by October 1, 2010, or within thirty (30) days after the County approves tho imbdivislen plat neuessaxy to dedicate the Shii:t-Tenn Improvements Dedication Area, w1lichever is first to occur, In addition to tilt dedication of tile Shol-t-Term. fralrovements Dedication Area, the Ownex shall dedicate anti con-vey all neces . sary drainage and construction casements for the Short-Torm Route 29/Hydraulic, Road fropiovculaois'. lf` Cap Slwrt-Teirm hnprowinieut8 Dedication -Area is not dedicated arid conveyed a', pari. or a subdivision plat,. (lie Owner shall pay all costs of surveying arid preparing legal documents Ja a form acceplabtu to thc Office of the Attorney General necessary to'�edluate arid convey the Slicia-Terin linploycuscuts Dcdleatiou Area lurid, After dedication arid until the sab.itct iegional trausportation iniloroyttrients axe funded for Wllstliticti0a, the Owner shall, at the requost of the County, and with the consent of" the Coninionwealth of Virginia, inaintain the Shori:-Temu Improvements Dedication Area lurid until.reqUeStOd by tile County to no longe-r do so provided the Owner is gnalittd tilt right to the exclusive use of the land for lalid��caped open .space, a pocket par!(, temporary parking, fencing, signage, utilities or other purpose a-, may be appmved -with t1w final site plan for tile � first phase of Stoll' -field. I )Pon being rtquestcd by the County to no longer maintain the Original Proffer: AmEndnicut� X lmtd, the Owner shall cease all use of diQ lavid ,itid remove all improvements established by the Owner that the Courd y rcquc3t� be rcnLoved. In tile event that the adopted design Coy future Public luteisection- irrrpiov�nlitlyts does not requiro tile utilization ofall ofth(,� Short-Terin Improverneirts Dedication Area laud, upon the O%,juer's request, the residual portion of the dedicated laild shall be trans-Ril-rud Lo the Owner at lie expense, to the ownti.. The, deed(s) of dedication for the Shuyt-Tuirn hulizoveatua(s Dedication Area xi. -my provide for such Conditions. . 10, Reservation and Dedication of Additional Land for Ruutc 29 arid Hydraulic Road lnter.4vution Improvements. The Owner shall reserve for future dedication to the County, subject to the conditions herch) below, certain additional land oil the Property for the right of way for future: Hydraulic Road and Route, 29 related regional transportation illipl:overricills (the "Long -Term Route 29/1-lydraulic Read Iraproverrients") as' follov;s: (a) Lira arca. shown as "Parcel Al 1,432 S.F." on Exhibit 1-1; and (b) any portions ofthu paTedsshown oil ExIii1rit f that were not fixoviously dedicated to the Co.unnonwealth, or Virginia for the Moit-Terin Route 29/11ydraulic Road Improvuinew,s pursuant. to the Pruapraph 9 herein (collectively, tile %oli.-Ttro fruprovorricarts Dc�icatioir Arc,e') provided, huvvtv�r, that the subdivision plats depicting the f,ong-Terin Initirtivurricutii Dedication Area are subject to final appi:oval by the County Dcpartment of Corrialullity Dovelopnieut arid that the prtcist boitiridaries and size of the f,ong-Terin Improvements Dedication Area intly be adjustedaccordingly. 'tilt Owner shall dedicate the Long-Terni. Improvements D�,,dication Area to the County within irinety (90) days afttr file County's requipstf6i, ,such dedication, arid .SUCh dedication shall include the dedication arid convQyan", of all necessary drainage and construction easenrelits for the Long-Terin Rkjutt� 29/14ydraulic; Road finpravoiliculs. If the Long-Teflu. firiproverrients Dedication Area is liot dQdicHcd and COuVCVCd as Part Ofa subdivision Plat, � tile Owner shall pay all cas[3 ot' survoying ]rig It �, and prepay ,gat documents ill a forin. acceptable to the County Auumuy's Oflice. necessary to dedicate and convey the Loing-Term firproverntrus Dedication Area. . Until the Lorig-Terin Improvements Dedication Area land is dtdiQutod, tho, Owner shall maintain the land and shall retain the right to tlw� oxclusiva use of (he ]arid for landscaped o pen space,, a pocket park, tempoyary parldiag, 163oin-,' utilities or other purposes as may be approved with the first final site plonl'or Plimso I ot'Stonefield. . 1he conditions oil the subject reservation Enid dedication sliall be as follows: (a) Ili the ,even[ flat fic adopted derign for Arline public hyteis�,ctiurt improvements does not ytquiru flic utilization ofall of the Long-Terin Improvements Dedication Area land, ripur. MILIUSt of the Oviner the residual portion shall be released by the County froin the reservation or, if tile land has been dedicated, upon request of tla� Owner title shall be hansferxed back to, and fox tit(, use of. tile Owner at no expense to Owner. 'file deed(s) I of dedication for the Loyi�--Telynr Iraprovemonts Dedication Area irlay provide for such conditions. Original Pyoffel: Amundinent: IX (111) 'I'lic design and wnstruction ofth- lorg-Tonn Rollie 29/flydnrallo Road iniplovelliellis shall slibstrallialy maintain tile aeue,M, i'unclioll, and continuity af`6erviiee, of the planned intersection of Swanson Road (Extencitc!) aud exi.,ainU Aydratilic Road into Stolitfie-ld at the location of file t6sting Swall,ion Road and Hydiacilic Road intersertion: otherwise , this proffer btuarne,s ruill and void, 11. Sigualization of Hydraulic Road and Route 29 Intersections: The 0-wrier shall bc responsible for traffic signalization iroprovemerits ris follow.T A. The Owner at its Qxpe,nse ,,hall enginecy, build, and construct traffic 3igrialization, hriprovearicilts at tile illtorstction ot'District Avenue and Hydraulic Road. Tile traffic sil,nalizaticii improvi-,nirarts at this intersection ,,;bali be constructed wholt thc County or GOT request installation ofsooh, but in any event prior to the h9suanue 01�'u certificate of ocrilitancy for any building in Blotild A, [I, Cor D, provided that sliQlisignal �,,.,, warranted by tilt traffic, volumes Or is otherwiscapproved by Vi-10T. D. Owner at its expQiv� ,�haLl erigilletf, bond and cojl,�buct traffic signalization iiiiprovvlllexltsattiipiiiterscQtioiiofDi,strictAvriiuckLiidTJ.S.Roti-�(,29, Theftsiffro signailzation, irriprove-trionts at this intersection shall lie com3trucfed whert the Courity or VDOT request installation ofsuoh, but in any event prior to the issuanct-, ofa certificate of I occupancy far any building in Blocks E, For Qpruvided tbat such signal iswirtrantrd by the, tyriffic volumes ovis otherwise approved by VDOT, provided that SLI I ch signal is warranted by tilt-, ftaffil- vol tit nc,� Or i;5 orherwi-se approved by VDOT. n. Coin ition %verd (it Drive Connection: Upon demand oftht County, bui no earlier than thu issuance ofa building permit for any building whiiiii, MOO( F, the Owner shall reserve rigilt- - , of -way along the northern edge of tile parking lot ill Blocl( F ofthe l'yoperiy for a hiturc . Strc(�tcolLnectiolltoco=--Qi,�,ieELttliDy.ivotlitoLipI tll(-,"C,'()iitdiulPr(�pexty"('1'1\461W-3-18). Tht fature connection will be a two Line fficility. ILIpun die request ofthe County, tile Owner 8biall crigineux, bond al)(I construct both the oil - situ und Gic olTsitc, Portions oi'tho couti-�*!cqon to Counuou,xcalth Drive oil the "Coradial Property" provided that emoincrits and acquisition of right-of-way as may be irects3ary for Such construction for tile Courlecti011 lbr011gh 01'f-Sito PrOpeXtibs 1.-'()r IlliS illyproVCyriefit have btell granted at no CoA to the Ownei, and thu i uquest for such corinection through the olf-&itt property is made by the Couirry prior to October 15, 2020. Upon the request ofthe County, the connection shall be coiliplo(cd by tile Ownerwithin twelve (12) nionths froirL the date of satisfaction. ofthe Qoriditiorta as set l'orth above. 137. Other "Super Much" Street Colmectioliv- The Ovviyer shall reservu Isaid and gwrit construction and puril-l�,mclitaccoss- easerneirLs or right ofway at no expense to (11c COLUlly for tile purposes of fattarc cullsfruct]lon (fly Others) of ilittr-Paicel streut connections within Llic "Super Block" at the Aillowhy- locations; Houston ,Street (forryierly known as Fitst Street) � - I (to We,'[ to Commonwealth Drive), Blackbird Lane (Forinerly kjaown asThird Street) (to -,,vest to Collimonwealth. Wive), District Averrut (forinerly I<R(.)wn -,Is Cedar Hill Road Extended) (in Block F ll,otth to "Coirldial Property"), Di3trict AvQnuQ (formerly knowli as, Fouith Street) SHEET REVISION Wn Original Proffer: Arnerldryient: -VI (betwetri Blocks F arid G north to "Conydial Property"), -Svvury6on Road Extended (to nurui to "Sperry Property") and ,it two additional locations into Sperry Property. The louttions for east-nient or right of way re,servation arid dedication art us generally depicted oil 2xi-libit A and labeled therear, as 'Ttiture ENtension." fTowever, the. locations arid numbers of such intor-purcul street connections may be modified by the. Owner upon, a variation granted by file County Plarining Director. Thest easement or right o 1� way locations shall be idetitiiied, plattod ruxt dedicated at tile lcquent of the, County ill Uollj Lill Ution with subscquciatsito plao, ipphcatjou�� fbr Storictield, . � J4. S it bstitu ted Trairsporta tio n Inipravern cuts. A. lii]�e,i,iofronsti-u(;tiiigtilt�iiiipr(iveiiik�,iitsrorereiicetliiii'-�ira-ral)li8(B)Iier�,,it),ivhich ' Paragraph 8(B) refuis to certain of[-sito improvements in tilt E`ty .fChadottes,ill, ,it thp- n(irthw(;s�tqi-io(finiiLc)J'thc;HydlHLlliuRt)iktJ/R(iutu29iDielESC,Ct1011,,ILI�i-,ilSoc)thor ilutirovcnicals along the City �idc ofRoatu 29 bQtwucn Hydraulic Road arid Greenbrier Diive, which improvements fire culiectl:velyh�itijjaR(,-ri�-fe.tred to us [lie "Paragraph R(R) ' lrnprc�vtrrient5", the Owner may elect, in its sole disortition; and on file terms arid conditions coritH-ined in this Paragraph 14, to contribute cash to the City for certain transportation irriprovellrents in tile City lulo-wri as the "Rte. 29/250 1:�ypas3 hyterchango Improvement Project" identified as VDOT arid City project number 0029-104-2,18 (tile "Substituted firipTovernouls Pfuject")� B, fit flicovcTittlic Owtic�Qlcct,� u)c:()jittil)utccLi.,;Iato�,vardtlie.Szjbs�dttitec[Impyovc.nients , PY(�JcCL (010 "Ovinor'3 Con[rliblld(al") ill lieu Of consttuctilig the Paragraph S(B) furprovements, tilt riollowing tcrnis shall apply: 1, Tht Owner shall notify the County's Director of Connutrilily Development (tile "Director") in writing of its t1totion within sixty (60) days after the approval of the first final site plan for Phase I of Storielield (tile "Notice?'). The Owner shall also spird a copy of dw Notice to the City Dovelopment Services -Manager at the sarne time it is sent to tht Director. 2, Tht submission of the Notice to the Directoy,sball suspend the deadlint for tile Owner to submit the Plam (as "Plaus" is defined in Paragrapb 3(B)) to the City, ifripplicable. 3, Tti(,�,iiiour.itoftlie0wiiei�'sCont-ributioiitoilitSul.,,,3titut�,dfjnpic)vcmuntsPro,iect shall be sukTcct to a written aggeement Ilchveen tile owileralld tIlo City (tile "City A.grecnycyyt")� 'Within Wit (I 0) daya after full execution ofthe City Agveonicat, the Owner Shall Provide a copy Oftlyt CiLy Aigg�eynmt to the. Dire�ctor. 4. Wiibin six (6) months aftertire, Notice is sent to tho Director, or within sixty (60) days after e , ,xeculion of tire City Agreement, whiclittvcr is later to occur, the Ownershall coirtzibute a portion ofthe Owner's Contribution to the City in the amount of Out Million Dollars ($1,000,000), less ally inuourils credited by tile City arid VDOT to the Owner for planning and design work oil tile Paragraph 8(B) Improvements (the "Net Contribution"). The Net Contribution may be in the forin Of cash or a letter ofercclit issued by a bank. approved by the Original Proffir: ,I)Lnirnithowit: X City, or a conibinaliori thexecif. Tire City Agv�celncxrt iihall seE fbi!h thc Willits ofand scbech.ife� for draw down ofthe Net Conuihutiart, 5, fil tilt event lhaL tbe Sub,Aitutpd linprovoincrim, Project is 11carnina(cri, or has not, ottlerwist been completed (a!; described licrein) within 1hil:ly-.,3ix (36) inoritlis 8:11er file City recollvcs the, Net Contribution (which thirty-six �36) monih period may be, exte-rided by irnitual agmutrient oftlit Charlottesville City Manager Eard the Albunairlo County Executive), and upon tilt City's, rofundia- oftlit Net (,olilli . - bution to tile ffiviler puirsuant to the City Agrecirrent, the Cwrier,,.�.hall foxi,vard funds equal to Five Hundred lbousand Dollars ($500,000) to the County for funding transportation illipyoverrients ill tile vichliLy ul'the U.'s, Route 29/Hydi-aulic Road intersection identified in the COLynty'S Capital finprovulnerits Prog _,rurn� Ill the Uvwlt such fruldq have rot licen cxp-.ndtd by tile Courity far the stated PuyPO,';Qvvitfdu ten (10) years Llon, tile (late Ili(; funds were contributedto the County, all untxpendcd fluids sliall be refunded to the Owriur, Construction of tire Substituted firilaroveryleril,s Proj Oct shall be dceille d c callpleto 'Allicn- I livi illopro vements ,ire. accepted by the . appropriate Public entity or are bonded for thle entity's au,cuplance. 6. Notwithstanding tile provi6ons of'Paragrapli 14(B)(5) huicill, upon the City's, receipt ofthe Net Contribution, tlyt� Owner shall he neli"ed of any obligatiun to constructi the Paragraph S(R) Juiprovetyleirg� (Signatrac Pages firitylediattly Follow) Origfrial Proili�y: Arrendim-nt: X Il/fTNESS the following �iignaturcs: ALREMARGIE PT,ACE E AAP, LLC, a Delaware hinited liability oonipmy B yl�-/11( At ( I _6Uk- - ( Jod --- ALBEMARLE RE, -UTY (E&A), LLC, a South Carolina Iii-nittc! liability company . By: Edens Realty, Inc,, a South Catolina corporation, its Sole member I I , Original Proffev Alrelidulent: X TIIE HAVEN ATSTONErijrum, L-Lc a South Carolina lincted liability company ky '5�A'4---J .9-�4- P k,--��-C&f�,i,, ,4,�� � B y: . - - -- . � Prin1.cdNamc:-eg?C;ir/r, ��4.,.�, , , Title: peee-jl-i- ,- , I I>N�fflj I I , �)r, , ,�'. (-) e,(- C ,,- )T JJJJ7 - �, � . '�,N ( -�- , 4- � - (77 C� � � 1--� , -1 C-) �- JOHN DAVID BERM JR 1-6 Lie. No. I -"�) 1��1�11�1 0 PT A 042267 a,- k -- '-;� ." L � �- -':�- C COUNTY OF AL13EMARLE MEMORANDUM TO; Gerald Gatobu FROM: Vvayfle Cilimberg, Direcitor of Planning DATE: May 16, 201 1 . RE Albemarle Place (Storlefield) Preliminary Site Plan, March 21, 201 1 Determinations Under Sectin 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 generial development plan or code of development in the Neighborhood Model Di-Ttrict if, among other- Provisions, the director aetermilles that the variation is in g -neral accord P I with the purpose and intent of the approved application plan and code. The follow'ing Is an analysis of certain feat, ims previously identified or currently being requested to vary from the approved application plan and code ass they relate to the current site plan (dated March 2 1, 201 1). Features consistent: with the plan and code or variations allowable under- Section 8.15.3 are a:) noted. TheatQr Location and Relationship to Hydraulic Road (Previously addressed in $125106 variation) The proposed relocation of the th . eater from the southwe.5t corrier of the site to a [or tion a on .a I g Hydraulic Road e= of Cedar Hill Road varies from the application plan that prescribes townhouses along this ' portion of Hydraulic Road. The intent of the townhouses was to "activate" this edge of the project and provide a visible transition from Hydraulic Road, an Entrance Corridor, to the back of the department store proposed in the application plan. Staff has previously indicated that the -applicant needs to demonstrate t�rat the proposed changes will be a suit -able design substitute for the townhouse units shown on the -application plan, most particularly to the satisfaction of the AKB. This is an allowable variation provided that all ARB 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. 'vl�hile vertical mixed use would be a positive and desirable feature of this developmeor, it was not a requirement of tile application plan and code. Thus, the site plan is considered consistent. Block A (Praviou-911y noted in 9128109 Advisory Comments) Parking Jots adjacent to Rt. 29 and Hydraulic Rd. in the initial plan are to be rele. ted (that is that it ' ga is not any closer to the street than the iront line of the buildings along .-the street) and/or screened to the satisfaction of the AK13. Block B (Previously noted in 9128/09 Advisory Comments) Parking lots adjacent to Rt- 29 in the initial plan are w be relegated (thatis that: it is not -any closer to the street than the front line of the buildings along the street) andfor screened to tile satiskction of the ARB. Block C (Previously noted in 9)'28109 Advisory Cornments) Mease refer to theater location and relationship to Hydraulic Rd. above. Also, note that tile Code of Development says minimum 2 stories (tip to 5) except for restaurants, outdoor --afes and retail Idosks in Block C: Block E I Note 31121G7 variation. if still applicable (artaclied) 4129111 Varkrflon Requesm. #- 1, 2 and 3 - Changes to the location, design, layout, We arid orientation of each pla7a, civic, open and green space are gimnted consistent with the findings Linder Section 8.5,5.3 (c.) as you have pr-esented and are permfssible as depicted. � #s 4, 5 and 6 - Modifications to allow for thewidth of 5idevvalks, planting strips and planters can be granted consistent,,vith the findings Linder Section 8-5.5.3 (c.) as you have presented subject to: a minimum sidewplk,ividth of 5' berw,,een planting stripsiboxe5 and the Interior edge of sidewalks; no parking overhang onto sidewalks !in parking lots next to sidewalks; and all planting strips/buxes located between edge of street and sid-e-Wall, arid a minimum of S'. #7 - Change to the design of Stonefield Blvd, from -a four (4) lane section to a (2) lane sertion as noted can be granted consistentwith the findings under Section 8.5.5.3 (c.) as You have presented Subject tiD County Erigirie-ErNDOT approval based on applicable traffic sttidle.q, #8 - Change to the layout and ca-lancation of parking -spaces along -Inglewood Drrve such that the spares are oriented perpendicular to lnglewQod cannot be gi-anted as Inglewood wili function as a parallel stireet to the narrowed Storiefield Blvd. (see #7 above) and such Parking is not in genera[ accord with the purpose and Intent of the approved rezoning for- the Albemarle Place street system. Parallel parking is desired, but it is possible for angled parkrig to be considered under County regulations (provIdEd this street Is approved as a private street), dependent on'the impact of the angled parldng to the functionality d the street based on applicable traiTic studies. #9 - ModIfif cation of Main. St design to allow curbless sections can be granted cons; rit with -the . rSte findings under Section 8.5.5.3 (c.) as you have presented subject to County Engineer approval. #1 0 - Allowance of Stonefield Blvd, as tile only road dedicatpd to public use within the project is an option permitted on pages 28 and 29 of the Code of Development under "Strest Classifications" and is subject to review under applicable ordinance provisions. #1 I - Allowance of right -in turn frorc southbound Rt. 29 Into Block B ran be granted comistent with the findings under Section 8.5.53 (c-) as you have presented subject to County Engineer/VDOT approval based an applicable traffic studies. 91 2 - Modification of the Block D and block E boundaries is granted consistent with the findings under Section B.5-5.3 (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 presentecland is permissible as depicted, #1 4 - Modification to allow for 5' minim, un sid5walks along exterior of rear of some buildings can be gi-anted consistent with -the findings under Section 8.S.5.3 (c.) as you have presented subject to no parldrig overhang onto sidewalks in parldng lots next to sidewalks. #1 5 - Changes to the width of the buffer area at the western edge of the project property to a minimum of I O' can be gntited consistent with the findings under Section 8.5.5.3 (c.) as you have presented subject to compliance with the second paragriaph on page I 8 of the Code of Development under "Ext2rior L-andscaping and Visual Impart Mitigation" and any site plan requirements that might be applicable, including screening of objectionable features. S/ 1 311 1 Variation Request: Replacement of North and South New Main StreEats between Buildings DI and D2 with a single road is granted consistent with the findings under Section 8.5.5.3 (c.) as presented and is permissible as depicted. Please note chat development under this request is still subject to all other applicable 7oning, site plan and building permit providons -and these variations do not supersede those requirements, P0 Box 4119 3040 Aveincre Square P1. Lynchbuig, VA 24302 Cl-[.ttc��ill�, VA 22911 Phon�: 434.316.6080 Phone: 434.984.2700 www.wwassociatmnct DESIGNED BY. JDIR DRAWN BY. JD8 DIHR BY. HFW WWA NUMBER: 219040.02 0 COUNTY OF ALBENMRLE Department of Community Development 401 McIntire Road, North Wing CItarlodesville, Virginia 22902-4596 Photte (434) 296-5832 Fax (434) 972-4126 November 25, 2013 Steven F- Teets, L.S. 7200'011sconsin Ave At,100 Bethesda, Md 20814 RE: ZMA201300009/AJbemarle Place/Stonefield Proffer Amendment TAX MAP 61WISECTION 31PARGELS 19A, 19E3, 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 appication plan dated October 21, 201 3, code of development dated October 21, 2013 and attached proffers dated November 13, 2013. Please refer to these documents for any future applications and requests on this property. Please be advised that although the Albemarle County Board of Supervisors took action on tile project noted above, no uses on the property as approved may lawfully begin until all applicable approval5 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 COMPLIANCS CLEARANCE. Before proceedlng witif further uF,e of this property or should you have questions regarding the above - noted action, please contact Rebecca Ragsdale at 296-5832. 5incerely, I . () I , Li, )at a 0 , - ----- - V. Wayne Cili Director of Plair �:,g!l CC: Albemarle Place 'EAA LC PC) Box 528 1 ) Columbia Sc 29202 Fite Albemarle Place/Stonefield -1 - . � I PROFFER FORM AMENDMENT TO PROFFE RS Date: November 13, 2013 ZMA A 2013-00009 Albemarle Place/Stortiefteld Tax Map arid Parcel Numbers: 061WO-03-00-019AO (as it has been subdivided), 061WO-03- 00-019BO (as it has been subdivided), 061 WO-03-00-02300, 061WO-03-00-02400, and 61WO- 03-00-02500 65.034 Acres zoned Neighborhood Model District (NMD) to he rezoried to Neighborhood Model District (NMD) This instrument amends those certain Proffers dated March, 13, 2012, for ZMA 4 2011-00007 Albemarle: Place/Stonefield ("ZMA 2011 Proffiers"). Except as expressly amended herein, the Z10A 2Q I I Proffers shall remain unchanged and to the extent that any terms, conditions and obligations contained in the ZIMA 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 061 WO-03-00-019BO, which parcel is shown as "Lot D2", containing 5.487 acres, each on a plat entitled "Plat Showing Subdivision of Stonetiold, 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 Ahcratirle County, Virginia in Deed Book 4135, page 215 (the "Lot D Parcel Subdivision Plat"). The Haven at Storrefeld, LLC, a South Carolina limited liability company, is the owner of a parcel of land that was subdivided from tax map parcel 061WO-03-00-019130, which parcel is shown as "Lot E2" containitig. 7.638 acres, an the Lot D Parcel Subdivision Plat. IvIatcFarlane 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 parctl is shown as "Lot D3", containing 1,010 acres, on the LotD Parcel Subdivision Plat. Alliemarle Place EAAP, LLC, a Delaware limited liability company, is the fee simple owner of tax map parcels 061WQ-03-00-02300, 06!WO-03-00-02400, 061WO-03-00-02500, and the residual portions of tax map parcels 061WO-03-00-019BO and 061WO-03-00-01.9A0 that were not conveyed to either Albemarle Realty (E&,�), L.LC, MacFarlane Storiefield, LLC, or The Haven at Stoliefield, LLC. For the purposes of these proffers, Albeinarlt Place. EAAP, LLC, MacFarlane Stonefield, LLC, The Haven at Starrefleld, LLC, and Albemarle Realty (E&A), LLC are collectively referred to herein as (the "Owner"). Tile term "Owner" as referenced herein shall include within its nicaning the owner ofrecord and successurs in ifiterest. Tax map parcels 061 WO-03-00-019AO, 061 WO-03-00-02' 300, 061 WO-03-00-02400, 061 WO-03- 00-02500-1 arid 061*WO�03:00--019BO-CinaltLdiiig the lots created there from pursuant taF the -Lot D Original Proffer- Arriendment: X � I . . I WITNESS the following signatures; ALBEMARLE PLACE, FAAP, LLC, a Delaware limited liability company B - AA -,- Jo �l L esident I 'a, c L W1.1 Pl ALBEMARLE REA-LTY (E &A), LLC, a South Carolina limited liability company By: Edens Realty, Inc., a South Carolina corporation, its Sole member B 4,&f �,�� /1� " - jo it, t Joche) ��!7 ,Mc tan, resdent Original Proffer: ArrierahaUnt! X � -... . I ... .- - I - I - I ------1----.-- - -1-111---, -.,--. - - 11 - .1111-1-1-- .1-1-- --- THE HAVEN AT STONEFIELD, LLC a South Carolina limited liability company By: Printed Marc: '['life: MACFARLANE STONEFIELD, LLC a Virginia linihed liability company . By 4�4 . - , - -- n, "", I, . � It 'I", �', ta, t, Printcd Narric: OA/mv/ 1(., - /Vto (, 4 V, Ic I V - 1-itic;-t 4.(,. j (r - V 4� �el -Z/�tL&� PROJECT. STONEFIELD BLOCK D- 1 SITE P1 AN INITIAL L-VII ALBEMARLE COUNTY, VIRGIN] . TITLE: fak-11011940 FILE NAME. DISCIPLINE. SCALE. DATE: 904002C-ND-4.dwg CML H: AS SHOWN V. NIA 1 r'/1 711 9 L// SET REV NO. DRAWING NUMBER: C-5 SHEET NUMBER: 5 of 11 ,. 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Uj ,� =D0.5 10 06 .•� EX 20' ACSA. b/ATER ASEMENT p �' �_ � ;( 1 �: R= ] -' !4 :•. � alV �LE YY �w JAI �1� V l=. 4 1 EX 1 _ I H -) �, <1 26 50 D.B 3 P 337 ; ,> ';£ ( CL= 1 1.41 F ­+��_ UVA1 ER LINE V- ' Y • -- L= 1 1. 41 ' ".. - - - -> - - -- - '� s CND S� z'33'S5"V �-� �- r-1 6" DECIDUOUS � NJ -�-« W V/ W STOP I - :;, .i1 --' �� 6» DECIDUOUS THEE J �- VV �:, DROP INLET 11/ - b'J j ,,': �„ ": - tl - yP! '` YARD INLET OVATE rJ Vl W �/ 1� a SIGN �? ( EX S» SAN F> .: } �, `4'= �' - TREE W �. GRATE �l til 3 . _ .�:_ + ` 6 DECIDUOUS - ,� . '` �"• ' �/ _---� W ~� T0P=50.5.60 TOP=505.37 .� y S !! -�`�., _ 1 DROP INLET w -j- sAI�� SaN s,�� i} �7 S , d = �\ / (lJ r ` �/ W THE �T� �- _ �2ATE C`- 1 T a _` a _l.. tt Z �::, / �- TOP-500._8 J `W - \� - BM�PK WL I - - :F rm 4 >..„_ +�. ;. ,Q .. I�. � � T :.. � 1 V>1 LP _ - ..n.:'u..--3.... .". " �;:; :'� xTw n I ;.xz r 9 _.__.,.. .. N 1 ;_ T a . - L - C ;: s / ,T - . ,a..... .. »,. ;ai , F- :.:za � / r rt .. 4 . . v 4 -� �. � ® ®' � s � I f . �� 7 ''1-� '� 4 ,- :.. NO LEFT 6 DECIDUOUS .. ¢� l �' - t { 208 ^4' tJ 4 a �, + I i, t a° TREE 4 v Jv 4 a- TJRN S1cN , , 1 4 " l � r N80 2 3 �� p _ -- BM PK NAIL _ Y 4.Q � . I/l 57$.2� ,Rxd1LJPtG - . 0 4 . 4 a a ,� a --- � - - / y° � G. 4 IF TINS WING IS A REDUCTION;,m ... - , SPEED L7,�17r - } s v ; V ' _ a f._ 6" DEc1DUous', v' Tr> v 25 SIGN _ /� _ - •Y o . a GRAPFIIC S E413f �E IJSE® r"' t v4 �t 0 6 DECIDJOU __., �' 1 TREE' -� 4 ". I�� l "/.- -4,. �/.- o-� 01 ,f s g DECIDUOUS . • " TREE _ S ., - . � PEED LIP IT 4a Y r r �/ v / s 25 SIGN SCALE: 1 20 ' I * ' 6" DEClDUOU , BU-11q rn "fi r y / /' COMCAST" I s - �� ^� %� v 4 " WA L/ N80'21 ' 13 "E STOP \.-- T E'' cJ . d ® / JUNCTIO / r INV=527.64 4 r DRAINPIPE 13.50' T"' WAIL BOX SIGN �' I 4 ^� n :3 6 T + i - ' S37°06 30'W C �7. �'�_ d=023'21 T7" INV=5�9.79 / DRAIN PIPE / - , , r "` B! OL K � 4 DEC! UOUS DECIDUOUS J DECIDUOUS a d ad R_TANING R=203.50' !NV- T. 2 TREE / TREE - TREE 2® 0 20 50 3 D / / J Y€ 25.95' a �r -`_r / /�I 5:: WALL -Ci=t32.41' 4„ V/ALL / 6" _ X, � u / ® ;� 1, Q -� J�J�-� L=82.98 DRAII7 PIPE DECIDUOUS /, DECIDUOUS EX GASLfNE EASEMENT �' I � I " � 4 3 :r l �. DECIDUOUS La» �'� EE A 4' ` CND=S23 40 0 !N 6.20 TREE 6� `" TR / D.B. 4786 P. 321 �4. LP _ TREE 6 "W' V=So I Q. - cfl :t C3EC JD(JOUS - 4 .•� -- -- - U -) 0 . - TREE , " DECIDuoUs ti GY 1, J? Y TREE . -r . 4 - } J VV - V-- - N i d 022°07'39" ' / / 4 i R=127.50' 4., , - 4 i AL .: W L ( - = DRAIN PIPE EX 12" 4. HL 48.93 s. g' ' / / li / cA. VVATER LINE �J f ¢, ,F �} . L-49.24 !A!V-51 1. &8 / DGIDU0US / ` • i i TR 6 v- + Q s7 /� CrJD=I126 02 41 E L PECIDIJOUS .}; `1 a 8 DIA t DECIDU -- S 6 i H 4» WALL TREE TEE 4" + + 8 „1 LP': b LP I D=CIDUOUS tt 1 ! v) I � - ;a c /C DRAIN PIPE � .. - � - - _ n . o -- f TREE ( . ,.'�' l 4. a ::1 C)�' ' i � r� � ( tNV=513. b4 d =008 .� 9 4F / F I 8� ire'/ �_ 23 INGRESS/_ RE.�S _ a i p R 201 0, / SEMENT ,u EA a D8 ��qq ff��•-- c ►mod '# t CL=28;':.©8 . 4133-P '249 <} (- PP f /: I 4 kv r ,x L=28.7t ; z 1 F 1 F5"CJ4 05 E / :® ar t ;i / N D I 4 a i r ? / 1 n9 pr /�� r ;, ,;Y v1 <¢ 'to-. + ::: ✓ . -.:i �. -... . Q \ xk }y�� f 1 f 6 s - £ ;t e e - 6' a ;a / 6» , ` ," DECIDUOUS / / I - DECIDUOUS 1 d t / / DECIDUOUS DEClDUDU� DECIDUOUS _-- ___- r'' r 0 U " 1 I. ' J - - - - - " TREE / / TREE TREE TREE . TREE l 4".. I lYATT PLACE,: 3 / 4 r T M Cy { ! TMP 61VV 0 E�+ "' 1 , . ( J6„ DECIDUOUS F 6' s� - MACFARLANE STONFFfEr_D LLC 111 I DECIDUOUS . C - TREE P / DECIDUOUS / D CIDUOiJS DECIDUOUS - / �' T.: I .� 70NED aJt?D s r TREc� J / TREE / TREE TREE ( c :^ �0y/ s ( S f S / J I 4 D.B. 4165 P. t :y DEC DUDU a / • �( r ) - Q DECIDUOUS :4 - : � _ 4 j 4 THE ! I rn. i TREE / f .,,A P^� 1 m I / / I .< 4 p � gg /j�, c? 4 4° r+ ' i y l 4 - - -a_ _ �' � � , a � 4 l 1 n •< r <, r RJGNT` TURJV " .. r /�;: I E-+ u 1 ip _ _-. u a 4 t . • °� V2 , T ONLa SJGN a ) � 4.. 1� 8 . _ �� � I <. - f Ex uAR1ABLE avlDrH - a - DIA. _ I _ - - Q MATT PLACE HOTEL Bu'H / (� ��� I --- 4 �. POWER EMT o ( CI I.. Q.. 6 STORIES a € } yt D.B. 4160 P. 199 ^. a ' ' / I : o r� -- - --\, n A r / <;' S l I8' DIA.(-/ r / DECIDUOUS / DECJDt1011S / 6» / 6 \ - I ¢ DECIDUOUS DECIDU US j 4 BUSF TREE / TREE / TREE DECIDE OUS Q'" 1 . I TREE k r _ �'`7 ��.'ti11 ��1 TREE - LP .. ii v' � (j{ , s I , i. 1 j tiF 4 �� , 6 �. 6 6" 6' s ( __ DECIDUO DECIDUOUS -\ / DECIDUOUS D < ty. .:f r• UOU 1 _._ . D / EC1D' S I TREE / TREE _._ _.._ Q - £ •c 1' 8' Dd�. ` r, / TREE TREE Q " pp `r J BUSH a l i . V '4v4 s. j' U 'ern .. yh ! ' _ ? o . , t Y - oQ j t COMCST / i +f N" $ � r" 4 VAULT y / u 1. vA, / � I / e. 1-. h 1 /2.1 I V).` � at 6 <r" 4 - - - r 1 DECIDJOUS t a DFC! UOUS xx rt J . / x LP' LP'. 1 8' 1 BU Ft• ,` ,'r O SN i € REE �- ..... _"�� :, X / ap - _ LF¢r THE I; a 4 �.e t / ���/ I , 4 - : ,: e1,. "/ .,.I-I.-.,-;�]/"���- --1�- ..,,-: �.-,L ���.�,�.,,?/]�-� ;/ a ;rIiT� /- f/JLL . ,::r.I-.���I i; i;II; 1IiIJ , .., 1. -,. -/-� 1- I-�3�i7!: G ', ::a a" / : DROP INLET �- ElLrERRA 1 r 3 i! JNV=' 94.67 v 4 -�v/� -,.f,:-: -- //-:-I - -- / _ ,x :a v ° , q - �' TOP-494.&7I it a £ 4 - - �_ r /y C . + il' 4 }' :.: N ELOS' VAUL L __� t �•. I � HA J I AP �I DC d `l J 4 ai T %fi 1. a i f KIN 4' P ARKINI �__ - C t Q y' 4 IBUSN (�� / / / SJGN . 12 n:, 1 4 r +. { t x 4' ? J I. 4 , _ - 6» - 6 HANDICAP u4..n_ p � o e 1.; , 4 4' i � 8' DlA -- / �' 1111 BUS DECIDUOUS DECIDUOUS DECIDUOUS DECIDU�?Us TREE PARKING SIGN ''" . • 1 DEC1L}U0US _ 1 TREE / 3e TREE TREE J TREE I �} 4' ' -- w f 10 � DROP INLET ' • M:SCEL I ;NEOU� " - " e a'/ 1 / `r IGNT DISTANCE / !, 4 / ` / TOP=494.85 lrs n2 S! N 1 " / SOIL TYPE TYPICAL SOIL ®VISION LIME 63 / sEMErJT ,� �"" �_ - f � {TYPICAL 64 `D.e. 4135 P. 24� �'� I ��� 1 � � � 43.6 4. �� i" r <-D 4 ��y 1 �� SEE' SOIL DATA - / / t 6» � �� I' v ge DRCYP 1ldLET- -DROP INLETS 1 9: / DEc1D ous T�IIS d�HEET: _, ; ( 6 1 r, r' TOF .501.45 ;,,;. ,,,., i -°lf - " i I ,y : ; �: " DECIJOJ� ; TOP-' 9 t. 17 + ' +� p r TREEti D / - . SIGHT DlSTAflICE C, RIGHT TURN 4 I THE �� r , I �j � ESE JE OP.LY SJG N i v y � a 4 ®8 � a E" E , rRJ �- C OP -F- 3 r- � ST 4 � 4 �I : -I :.��.�/ � /-;.Ii . i .jIIi,I I: �- , _,*I-�-\:-'U/�� D.B. 4735 P. 249 i� v � / r , ii -,:�:, - -P,, 1/ -1,./ 1AI Ir o, 8., i � � � J IN ,:TIOI J B,�X - a SIGN - �:, ,i} I� l I- :; 1 �� s �: D_cID _ � Q sT0 ,., r t� 3 f - -- - i �i ! __ i a STONE _ - THE v " v d�D1 1 "4D'27" - 53' _ a SIGN 34 v . . v -- PEDE STRIAttf ®® e ®o m ® ®� e -q. 4 - �. { ;' 4 bVAL " \ R= 260.. 1 ' 5 r e . 4 5° 70 .a "W d� �4 4 % w Q - j 3 i C \' "\' �\ - CROSSNf „a ./ �?-� 4, Y4 . \° % f} y' `` T l" l CL 52 rd \ sa a, 1 B 4 -� Y DROP INLET TRAFFIC \ " \ " \ ADD .�lGN a 0 f � rc 4 9 � , �v \ -\ •\' -\' L=52.98 -, rr LPG .0 \ f. - , �1 a ? a TOP=51 T. B, CROSSVVALa<� \ . \ .. , . • \ ` LP zr / / x ? /, / r w. 4 v" .v "v "v .v .v D rv_4_748 _ - r - �� / - �� / Cam' ::, PO �T I" . v r �• - t lam' t v A v v �_ v v SD149 f Vff T _� V V v _ T(JRt ! a 03 ; Ca 1 , ,''FFIC v ' - 8. �5® � 1 C � 4 0. 5 SIDEWALK I � S09'38'30 "E �! € �LL Z1C ® . ULT .� . " .,. \ . \ r� • '"<l 46.4 3' DIA.' € 43..5 ». J ®SOIL®UNWARY a 1 a \ r - DROP INLET lulA1NTENENCE 8" RIG 13. 8' , - \' LANDCAPcO ' \ \ - • r / ` PARKING , r \ . _ " `: LP -f ¢ >,-- GRATE EASEME dT DECIDUOUS QUSI1 .1 »:21 B j r 4 J 1 ,> ` AREA \ FFzCI! FORAiER �! \ �• .. <, TOP 500. F s., lGN ,, >,.. ., :. ,- ,F . x- ::,:; JJ: 1 l � - \-1 \ y - \ \ \ -" �1. ' 1 P. 249 I ;r 8' D. B- 41 5 r j t + RE \ \ \ r - / / - DECIDUOUS I r ,.,..,, '� f q r I - - TREE ;, I DISTRICT AVE. M.,v 8 » �i H v) N 4. \ " ,,., - DROP INLET DECfDU �° 8' DECIDUOUS _ m s a s a _ DROP INLET AssOCA t �� . -4 ��� it TREE DECIDUOUS T I REE 6. GRATE TREE CRATE 2�T0 25 PERCENT SLOPES ,r } ;k t - n TOP-505.43 _ 2 f E} / I �F�.7 _ _ �,., TO : ' OGIC SOIL GROUP NO RATING �.,, - U .,.�Y..e,:,,_�. _ �=��-�- HYOROL N83 11 02 E_/ L1Gr1T - ✓� %..._ „r. „n N..., �.__ �a x' �� -=�__� _ - f` - FACTOR WHOLE SOIL RATING (NO RATING POLL - / DECIDUOUS K -� ® / .; r - a . TREE w_v. TORS ROCK FREE TING .�4 Y Y u K FAC Y VARIABI ! WIDTH sMA ., I �L, I I „zr JNGRESS/EGRESS EASEMENT J I : n. w �. # VI DECIDUOUS � �, u,,, B 41 J5 P. _ r sN� �� D 49 , . �r. ,,-uy= =u w } ,_ TRE_ _. _na , . I k„ u. _ u v �w �, v C� EP 9ENT EY 12 '� a TREE -�..:..,t SIGHT DISTANCE EA' � x: W (j ,: ;1.M u._ .... 1-, � r �,. .--�.• D.B. 4135 P. 249 N TRArE(C Yi/a TER LINE *'� , .) „y I I i TO 15 PERCENT SLOP _ IN u. v �( lJ rt 1'r v - "'r, +ry N u� v V vN,,° ,JV aA 1/,/ vy, FBI R0L®GIC S01L GR0 ® ;; ST01 EF tEL P d -01 9 �J 25 /AULT `. ^! - jj P.' . S PAAR0U1. 'SIGN .,j _ �� =�k-.. - - r- �1D WA FC R-94. o' .,. "A/IAINTENENCE � fl �v vv K FACTOR, WHOLE SOIL RATING .28 4 D CL=1 J09' - [ �,.. K FACTOR, ROCK FREE TING .ZS JUr llOr J F u. w , ..,. / \ 1 E SEMENT _ , - Yej ,w� 48:. „ „ �° a D e 1 P 249 } \� ya ,\ CND=! 36°07 45 E _: ,, . -r6.� r „s 44D GLENELG LOAM ::+., 4 4 P are: r �� F.y - y .. �... 4 is .. :, cx 4 1 �. F_ /;. - �, - . -- 1 TO 2� PERCENT SLOPES 1 4 -- _ I 1, m f t ---� _, 4 0 4 a® 4 4 _• . _.._- ,.._ d HYDROLOGIC SOIL GROUP S .4v,Y. ,,� _.wu��._.u.. r J y." 4 _ mow~ _�4 Q\ 4 K FACTOR, WHOLE SOIL RATING .24 ��pp - 'v 4- `' s - �'.4 ' u ACTOR, ROCK FREE RATING .24 ,- + 4 - �� -, K F .._ �.,_ -.,r �� a Q. \ 4 er :r ® �, of p DEStG�,EJD : PRoJEcr: T� IV i LD L K D-1 SEA REVNo. .X I� INITIAL 'IT 8 o ENGINEERS b Y � QRAwN L L [1 T�', 1�I INI DRAWING NUMBER: ,SURVEYORS �70I IiAVID BEIItNE 7R PLANNERS D1NR BY: TITLE. ® s �y Lic. No. 042267 �TE H ElSTdNG is®Nt�ITli�S o�' IFFY NUMBER: YoBox ali9 30404tt-411,VA22911 2Square 1 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: .. � 1. Lynchburg, JP. 24502 Chadaaesville, vn 229 1 I eS � % (- NA L, s��Phone: 43 3w v �.w assoc ates.n t16.6090 Phone: 34.98•l.'1700 219040.02 1 9040.02 9040612�® ® 1.dwg �iY!L N: 1 ®6�' f f'j e q 71 q g if 1 1 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE V. NIA � f1 ( I 1 F EX 1.5' CENTRAL TELEPHONE :, 4 EX 15' POWER z f COMPANY ESMT :-` I T r.' PU t r -� 1 t ..:,. EStvfT 1 C� COS � B_I EASEMENT z i 4 f _ D.B. �2a2 P. 743 1 r--- _ �: ':s•. `.. � D � r.. D.B. 224 P. 145 B 00 4 - - I 1 - ,I 1 C? � - „ t Y _ 23' lNGRr S EGRESS a a + / :t - . �- P. 249 �� d D05° 10.06" E.+ 20' ACSA WATER - V¢t•�7�vT ��7,�g (y,�-y, v �• EASEMENT EX 12, (� I P,=126.50' w� tiV�b.YLEWOOD DRIVE D.B. 4391 P. 331 ' ' N > T - WATER LINE 2 r CL=11.41' F - v ; L -1 1.41 - .: �`: , r ..'�:�` r4,`:-� .. _`-- 6" DECIDUOUS h ,- # CND=S1 7'33'S5" �� - VV ` Nf w N vv i/ STOP I \ �. ' * .. 6" DECIDUOUS 1 W �� DROP INLET W W PJ Vy SIGN ;cj EX 8" SAN TREE �� �'/�',.' c :• ` 4 �� TREE W `� P r YARD INLET GRATE - W �/ 1'- W E <;1 t r GRATA W k _ T W 6' DECIDUOUS : DROP INLET J ,r \ - (. 4 TRFr�-505.60 70P=5Q5..37 'j W f S3/�N SAN SIN W _c` TOP- ( RATE k 1�TOP=500.28 � _ �! � BA4 t'�K1/NAIL - v, T yj LP 4 W , ' Y v -- s NO LEFT a W- f a DECIDUOUS P dig�u,v,,.,v 2Q8 w \ 1 79 TURN SIGN �- i _ P °7 € TREE G u C r _/" RAILIN f - �hl �K NAIL q� E� y a7�! p.� .. _ ( � �it /' '''LF-- '�` i3 - G�-� (�.61(J 1L1t J�i O - - ,� v ' I c�Y • f p tirl i€ - mw SPEED LIMIT � d + + IF THIS DRAWING IS A REDUCTION / a' 6" DECIDUOUS e' Y _ SIGN _- YI/ 9 6' - DEClDJOU. ° GRAPHIC S MUST BE USED o 1� / u e DEC '° \ � : TREE '', � ° . IDUQUS l P TREE 4 PEED L1 IT 4e L[i 3' 31A. . w , 3 6" DE 1DvoU- USN 4 25 S1GI\1 \ SOLE: 1 20 j \ - COMCAST %'. -- s 4 » WALL/ N80'21 13 "E STOP T E d -- JUNCTION i 1NV=521.6 4 s DRAINPIPE 13.50' 4" WALL ILA / SIGN 4 S37'06 30'UV BLOCK A-023'21 '47" !NV=5p9. 79 / DRAIN PIPE RELO TE EXISTING 4 DECIDUOUS 6" 0 C1DUOUS J� J I_mi °° _ 'i ° d R_TANING R=203.50' JNV==504.32 TREE 4V° TREE DECIDUOUS �O' O®� 25.95' q r WALL CL=82.41 ' C®M JUNCTION 3., TREE i $ 4. L=82.98' DRAT PIPE l DECIDUOUS 1 BQ{C {BY OTHERS} EX GASLINE EASEMENT - e °" # 4• -° DECIDUOUS DECIDUOUS �- 6» CND=S23`40'06"1N INV= 5Q6.20 TREE D.B. 4186 P. J21 _ 9 ',. P ® TREE 6' TREE 4 yH. e DECIDUOUS ' TREE DECtDtJOtJS TREE V!yj sJ g �QwB022 Ol'39 LN '-7 50' �wt PM-1- EX 1 WATER LINEDv�HAND6�R IL DECIDUOUS 2 L=48.93' , f u li T c1 iD=N26°Q2 41 "E TREE 6" - ! � j E 6 C D iDUOJ� % / t� E-� /8' D!A - 4" WALL / �TREE t DECIDUOUS N r - _ OUS DRAIN PIPE LP f '46` T?cEDIfJ q 8=008'09 Tn ! / r ` nE T�,E R=201..50' /23' Jr 1GRc /EG cSS - d 111 PP / - j 0. ,i aid '* r+a} p2 _.___ __..._. _% j i '', _ T L _a.7r SIDEWALK TO BE � e y , >tr r = ND N 1 n'04'C5 "EDEMOLISHEDv s j � 1 ,. �: 1 � / I l i <i i� PIZ ' TREE OUS DECIDUOUS __ TREE DECIDUOUS 1 aC a DECIDUOUS / DECIDUOUS/ DECIDU•d a } j 1 % / TREE TREE TREE ° .4 1 4 n C 6" ! ( t HYATT PI ACE '" 6 DECIDUOUS 6" n P TMP 51 W-03-24 DEMOLISH AND REMOVE & 6 --__ MACFARLAAIE STONEFIELD LLC DECIDUOUS 7REE DECIDUOUS ' • / DECIDUOUS DECIDUOUS 1 TREE N ASPHALT CURBING, 1� zonJED NMD l a f TREE EXISTING , I TREE J 6'° S P�ST f STRIPING, P ® TREE DEMOLISH AND I d e r ' / D B 4165 P. 1 DE Duoup REMOVE EXISTING ° ;II - _ P,S, ISLANDS AN ` 6 rRE LANSCAPING AS INDICATED _ LAMP POST d DEct�Uous Q. / /��j / TREE . J a . e if ! / 4 j 1 ff � ,r .,< t DEMOLISH 4 I � ,; :;° t; � ✓ .,, • ��-,/�`� � i _ ; - .... / _ - - - _ _ __ ASP T = , ~"� f RIGNT TURN , (� f o C ( • i J a ONLi SIGN 4 4 ° Ed e. a.. f i l g r �/ /, BLOCK D3 EX VARIABL E WIDTH BUSH - 4. 4 ' . HATT PLACE HOTEL POWER ESMT u / /, 0 4 �t D.B. 4160 P. 199 e q.. 6 T®RIE C�{ i' 1 ,y li .� �� / 8 ' J/ l 6 ,, l `l7a - r � , . q : 1.7 S >P` ! 18 DIA.1� DECIDUOUS DECIDUOUS / DECIDUOUS BUS TREE TREE / TREE DECO OUS � DECID° TF EE U US - BLOCK D- I TREE - / 6" 6 P O �/ 1� 6 DEMOISH AND REMOVE ¢ i c DECIDUOLI DECIDUOUS TREE / T / DEc10UDUS BUSHDECIDUOUS EXISTIN� LAMP POST 4. (� 8' Oki TREE TREE TREE 4 t . {` FILTER TO e c COMCi ST - ;` BE RELOCATED ° J ii t:. .. VAULT . j E , a STORM INLET j DECIDUOUS f lTO BE z _:,Ku DEC/ uous 8' D! BUSH LP' LP''' REE /; / - LP �• F v ° DEMOLISHED TREE a 4 f h n CO NTRACTOR ,S HMA LL4L PROTECT : _ STING LIGHT POLES TO RX/1 IN DROP INLET INV=0-1 Q .F _..... 67 PR4JM COINSTR v►C 11®N DiFE �/ - �' q ° N ELO VAULT % } �• 8• PD HA C AP J 1 � _ j/ iJ ;S / , - 1 - M DIA. � ( PARKING �1v SJGN ° SIT E � IST S3 ANCE rr . I i _ / 4» . REMOVE EXISTING /`- 6" 6" � EME, TO BE 6» � � �� 4 . e 1 8' D!A �` / EXISTING STORM DECIDU U� HANDICAP ---- 6 BUSHES AND TR DECIDUOUS DEc10uoUs STORM IN TO NDONED DECIDUOUS Burl SEWER PIPING fiTzEE PARKING SIGN DEC1c}}UOUS a AS INDICATED MID) TREE � TREE B�i DEMOLISHED rREE TO BE -- TREE SIGHT DISTANCE ' DROP InJLET ° Pd, SCELLANEOU� 4 ti fir/ EASEMENT / DEMOLISHED STORM IN TOP-494.85 st N 4135 P, 249 TO BE l � / �SI� D - a z - s 6» % DEMO REMOVE EXISTING N DRCYP INLET 1 DECi tlOUS DROP INLL =° DS PING / / TREEti i -� 1 45 DcC1U US TOP= 194. 17 , ,.' RIGHT TURN � q TOP Q � - \ - i 6 0 - t SIGHT DISTANCE - SHOWN STORM INLET T� TREE ONLY SIGN \ EASEMENT f FLECTRI STOP CBE DEMOLISHED 'AL \ � I D.B. 4135 P. 4 8' I JUNCTION 1 BOX C`11 \r `` � � � DEC! ' � I / ........, •,__-mot--- , 1 STONE \ \ \ =n f _ \ \ " \ PcD .TRIA[,I- o.77' _ 41AL� R=260� 1' 5 4 CROSS Na II Q v d a DROP !NI FT TRAFFIC \ .l \: ` CL 5_. AHEAD SIGN \ 6 _ e g . - fo, 1 s TOP=514.83 CR0SSV1lALK \' �- \ _ -' / ,, a e h . ° P t i LP - V y POST . \ \ 0-N24'27'48®®- _ P v .. w. _... , _..... L � L z \ \ \ / ,. < '� >a _" - 4 i \ ' \ - ' \ • \ � \ - �- .� � . LINE TO - \ _ P POST TO r sFF1C �. SIDEWALK C A = W ® J �\ \ \ a,, ". RIGHT D. s LT \ . ..-°"�,. _ .-� .,2 _ 1 £ z >° 4 - •.I ' - T DROP INLET E RELOCATED CON CTOR TO CO OR ::,5 PROTECT �- ` ` L INDCAPED > 4: '' VAINrErvra,lCE 8" PAR6<r,JG �6.4 3' Dra. ERS 4 - - GRATE 3 Q E ;`: i AREA rRr1�EORIU7Es OE EAsEMEr 1T UOUS EXI NG ONE WI D ~r4 \ _ y . �- - TOP-500.46 W CUT EDGE ¢ s1Gt J 6 \ P TTO®E MARQUIS SIGN FROM' - \ �\ .� B7 5 4J. • D 13. � .. � ' . _.. - �, - \. - . `� - DECIDUOUS P. _49 � a ,. = /�_ m II a C0N UCTION D QE q - . ' - �" �,..: - a" TREE u..0 DEMOLISHED MID) - �„ I y v - 1 DECIDUOUS u DISTRICT AVE. ' � ,.¢.- C/z_ DROP INLETR a" DECIDUOUS` 1 as s h a e 4E DECIDLIOU DROP INLET S �41 GRATE TREE • ..THE 6 6 r GRATE fx. s F F TRAFFIC 1 } F TOP=.50�.43 - J TRcc = - ._ d ( 3 �.5 - roP 404 �„ LIGHT - g' POLE � <.: 7 � � - - DECIDUOUS � ,.,,u.u........».n H... , ,..u.._..,._, �1 26..3 Y - , __ ,�Y ,.. �" - ��,,,x RELOCATE EXISTING ® _w., TR r ..,,.. VARIABLE WIDTH I ( r. y,... EE x --�: ELECTRICAL JUNCTION w. w CONTRACTOR SHALL PROVIDE TREE x 1 REDS /EGRrS� EASEMENT - r ! PROTECTION FOR ALL TREES TO REMAIN. t_,Y I DECIDUOUST?E _ D B_.4.1.3.5 P 249 BOX (BY OTHERS) uy DECIDUOUS „ ...... w "' EX 12 °' T 3 TREE A I µ..., I ft u, SIGHT DISTANCE EASEMENT f u.:v TRAFFIC D.B. 4135 P. 249 R. , ti�/A TER LINE � ® � ,., STOIC EF�1�tELD �� � � � � � ..M, 1 d=071'39'�5" VAULT :., >ur NJ U� ° VV VV 4''1 W tr;r + �� t r- N UV UJ V I1E�TEI�TI� ,�AAROUI :SIGN � r �;a» <' �:,� L! SIDE � ���,� '� W N W � - W t�V t/ R=94.t�o' r..=� :w ` W SIDEWALK >�"' wAL 1 � , EASEMENT T bV JUNc�'TION '` CL=19. 9 �.r. -- 0 m i f s ?BO,I 4�- __:...,, L= F€J.7=liu. D.B. ; 135 P. 249 a$ u. ____ / t "" + I- AR TO BE DEMOLISHED r CHD=n 36 07'45 E r }� =�-8 v. 4: f s _w.w. - u e" , q 4 { 3 .. yr 01 r. �U J r• - P :w `" --mot v4 " r: '� � ...>,..:,:..F. ,W,..r __._--.. I � � --`-r tW � '\� --� �•.- -40 4 .•Q., o. , .,.<.. v`/. GAIa11N47 FEATURE TO d. BE DEMOLISHED I DESIGNED BY PROJECT: Ti L 1 SET REV. NO. ® z�i �F � ®B !INITIAL SITE PLAN ENGINEE�O �✓ SURVEYORS BRAWN BY: ALBEM A LE COUNTY, VIRGINIA DRAWING NUMBER: JOHN DAVID EEIRNE JR PLANNERS TITLE: yg �; Lie. No. 042267 � atNR BY: DEMOLITION PLAN C, ® 7 AssOCIATES HFW SHEET NUMBER: Lynchburg, VA 245rJ2 Chaliauerville, VA 22911 o =1 PC) Box 4119 3040I\Yemore Square WWA NUMBER: FILE NAME. DISCIPLINE: SCALE: DATE: .g°. �g I a �T L1 �� t�CPhone: 434.316.6080 Phone: 134.984,2700 �9/% t j� �q j� �p)g Ay(q� gyp` {j[� /_�1{� CIML H: 1 ®L0° �/) %/ 7 of 11 WWW.WW35SC13ICS.,IeI 21 9 f4 . 2 �{/�®®aG®®`�.`®�°43 •'� 1 `1 f / 1 NO. SHEET REVISION BY DATE No. SHEET REVISION BY DATE _ !6 rt YaLTT 6! o! V. N/A I UI V J Y 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. HAVING CURB H 1 F 3. G U A G A RADIUS 0 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAD 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 15" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH, 5 CG-2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG-6 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, IN THE SECTION ON GS URBAN STANDARDS. 2" RADIUS pA n d. yd g b > b. SURFf s� A BASE 6„ ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED H z w On CG-2 SPECIFICATION XVD= REFERENCE STANDARD 6" CURB ROAD AND BRIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 1 502 VIRGINIA, DEPARTMENT OF TRANSPORTATION 201.91 i 4" AKIN. T -LESSOTHERWISE SLOPE UNLESS NOTEDOTHERWISE ON PLANS� 2. DISTANCE BETWEEN SCORE O O EXCEED LONGITUDINALDIRECTION. n 3. SIDEWALKS ADJACENT TO BUILDINGS SHALL SLOPE AWAY FROM THE STRUCTURE. kJOT TO SCALE CG-12 GENERAL NOTES: 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2. ALL DETECTABLE WARNING SURFACE PRODUCTS SHALL MEET THE REQUIREMENTS OF SECTION 504 OF THE SPECIFICATIONS FOR CG-12 DETECTABLE WARNING SURFACE_ F C D_T (TABLE WARNING SUFACE PRODUCTS USED SHALL BE FROM THE MATERIALS E M R APPROVED PRODUCT LIST NUMBER 72 3. "LOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4, REQUIRED BARS ARE TO BE N0.5 X 8' PLACED 1 CEN7ER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR, MINIMUM CONCRETE COVER 1'/2". 5. ROADWAY CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED I111 PAYMENT FOR CURB / CURB .AND GUTTER. 6. CURB RAMPS ARE REQUIRED FOR SIDEWALKS AND SHARED USE PATHS, THE WIDTH OF THE CURB RAMP SHALL MATCH SIDEWALK WIDTH WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. 7. DETECTABLE WARNINGS "HALL EXTEND THE FULL WIDTH OF THE CURB RAMP LANDING FLOOR. 8. CURB RAMPS WILL BE INSTALLED AND LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, CURB RAMPS SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES, LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. 9. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE GURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. 10. DETECTABLE WARNING SURFACE PANELS SHALL BE INSTALLED FLUSH WITH THE BACK OF CURB. 11. WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF CURB AT ENTRANrES OR STREET CONNECTIONS THE DETECTABLE WARNING SURFACE SHALL HAVE y A FACTORY R IUD R B FI -MQ DIFI A RECOMMENDED Y TH AD 0 E ELD 9 ED SB E MANUFACTURER TO MATCH THE BACK OF CURB. SEE CC-12-INS PAGES 204,06 AND 204.07 FOR METHODS OF INSTALLING DETECTABLE WARNINGS ON A RADIUS. NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING; HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) CURB WHEN REQUIRED (CG 2 OR CG-3 IN LINEAR FEET) DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) EACH OF THE ABOVE ITEMS 11A SEPARATE PAY ITEM AND SHOULD BE SUMMARIZED FOR EACH CURB CUT RAMP. SIDEWALK 48:1 MAX RAMP 121 MAX 4' 10i1 MAX TYPE A PERPENDICULAR 5' MIN yA IAA /K / � 1. r � r l� a s 2 12:1 MAX °= TYPE B PARALLEL / 12:1 MAX --�" MN XX X �,1Tj--1I I I-i 4' MINIJ�I_EII= 1 AT 'K , 2" HIGHER THAN EDGE Of PAVE1vIEPJT AT)r ,SAME AS TOP OF CURB TYPE C PARALLEL & PERPENDICULAR TRUNCATED DOME Tn 1.6"-2.4" C C -. o 0 0 0 0 0 0 Z - 0 0 0 0 0 O O O U 0 0 0CL a 0 0 0 0 0 o Q o 0 0 0 0CF LANDING RAMP O 0 0. 0 0 0 O O O O 0 0 0 O O O � o \ + w 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N 0 0 0 0 0 0 0 0 O U O C O 0 0 160z-65! OF BASE DIAMETER O O U O 0 C O O 0 0 0 0 0 U 0 N GG TOP DIAMETER DETECTABLE WARNING o AT BACK OF CURB _ VARIABLE FULL WIDTH OF RAMP FLOOR _ SEE NOTE 11 BAx D DETER PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL \VDDT A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THECENTRAL OFFICE. SPECIFICATION! ROAD AND BRIDGE STANDARDS CG-12 DETECTABLE WARNING SURFACE REFERENCE SHEET 1 OF 5 REVISION DATE (GENERAL NOTES) 105 502 204.01 04/19 VIRGINIA DEPARTMENT OF TRANSPORTATION 504 0 SM PAVE OVER PRIME- AT 014- W-SY - PAVE OVER PRIME AT , DETAILPAVEMENT SECTION NOT TO SCALE CG-12 A 5 DOWELS, B" LONG AT 12" C-C- _. / RAMP / (SEE TABLE3 A TRANSITION GUTTER PAP{ ELOPE TO 20:1THROUGH RAMP LENGTH 5'-0" MIN SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB 48 :IMAX. 20:1 48 :1 MAX. z MIN. SECTION A -A DETECTABLE WARNING SURFACE.G PERMISSIBLE CONSTRUCTION JOINT rnr= 'TAnm rmmrn" rr� SECTION B-B NOTES: 1. FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, 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. TYPE B PARALLEL APPLICATION ROADWAY GRADE A PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 1 5 2 5 8 3 fi 9 4 8 1 12 5 10 15 6 14 15 XVDOT ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE 204.03 04!19 PERMISSIBLE CONSTRUCTION MIN JOINT - 1� N Z 121 MAX. �Ad ' q•MIN 12:1 MAX �I RAMP WITH BUFFER STRIP (SEE TABLE) -TRANSITION GUTTER PAN SLOPE TO 20.1 THROUGH RAMP LENGTH = k' 5' MIN GUTTER PAN MAXIMUM 2D:1 SLOPE _ 12=i hiAX. gip\ `"� WITHOUT BUFFER STRIP EXAMPLE INSTALLATION METHODS - SEE PLANS FOR LAYOUT LANDING 48:1 MAX. SLOPE CURB CROSSWALK'] Ar v � x GRASS CONCRETE CURB ONE DIRECTION WITHOUT BUFFER STRIP CROSSWALK CROSSWALK CROSS, LANDING 48"1 MAX. SLOPE 5' MIN x � ONE DIRECTION WITH BUFFER STRIP TWO DIRECTIONS SMALLER RADII CROSSWALKWITHOUT BUFFER STRIP TWO DIRECTIONS LARGER RADII WITH BUFFER STRIP A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION! CG-12 DETECTABLE WARNING SURFACE REFERENCE TYPE B (PARALLEL) APPLICATION 10502 VIRGINIA DEPARTMENT OF TRANSPORTATION 504 EXISTING TRAVEL LANE/PARKING /PAVEMENT"A 12* EDGE OF EXISTING � -DETERMINED IN FIELD .., PAVEMENT Mr� PAVEMENT DEMOLITION DETAIL FOR UNCONFINED PAVEMENT EDGES NOT TO SCALE r�1 G, JOHN DAVID BEMNE JR ENGINEERS SURVEYORS PLANNERS DESIGNED BY. J�� PROJECT. T ILA LOCI - 1 T INITIALI ALIBEMARLE COUN7Y, VIRGINIA DRAWN BY.P TITLE: Lic. No. 042267 s�Ass"CIATES arN� BY: HFW DETAILS 0{1 SAS % PO Box 4119 3040 Avemore Square PI. Lynchburg, VA.24502 C1,arloaesv111e.VA22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE. DATE. I r� `�� L Phone: 4343 wvw, 0 Phone: 434.984.2700 evwW.wwassociates.net j� f� 219040.02 ( (� (� /� 9040 �2C-ND®5•"wg CmL H• NIA 1 �/17/19 NO. SHEET REVISION BY DATE ND. SHEET REVISION �/ B t ry DATE V. N A SET REV. NO. DRAWING NUMBER: it SHEET NUMBER: 9Of11 X PLANT SCHEDULE & GRAPHIC SYMBOL KEY FOR EXISTING LANDSCAPE Tota I Ca nopy @ Canopy Symb Botanical Name Common Name Type Size Spacing Remarks CITY 90-Yr (sf) Total (sf) Amelanchier AG 2 grandiflora'Autumn Autumn Brilliance B&B 8` As Shown Ornamental (Flowering) 130 260 Serviceherry Brillance' PA 4 Platanus acerifolia Bloodgood London B&B 2 1/2" As Shown Shade 479 9,99E 'Bloodgood' Plane Tree cal Gleditsia Thornless 31/2" GT 3 triacanthos var. B&B As Shown Shade 541 1,623 Honeylocust cal inermis'Skyline' QP 13 Quercus phellos Hightower Willow B&B 2 1/2" As Shown Shade 419 5,447 'QPSTA' Oak cat TOTAL CANOPY OF TREES AND SHRUBS IN EXISTING LANDSCAPE 9,246 PLANT SCHEDULE & GRAPHIC SYMBOL KEY FOR NEW LANDSCAPE Symb Total Botanical Name Common Name Type Size Spacing Remarks Canopy cD Canopy QTY 10-Yr (sf) Total (sf) QP 4 Quercus phellos Hightower Willow B&B 2 112" As Shown. Shade 419 9,676 'QPSTA Oak cal TOTAL CANOPY OF TREES AND SHRUBS IN NEW LANDSCAPE 1,676 TOPPINGALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE LOWED TO REACH. AND BE MAINTAINED AT, MATURE HEIGHT; THE 1, lr SHRUBS LLAND a SHALL : PR UNED f M TREES PROHIBITED. VINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. SET •- : OF ROOT :• FINISHED GRADE "• 1 s .... 40 - r 1 I I/ f r O! r STAXE 3 PER TREE. DRIVEN wo FIRM I _ e i� SET TOP 1 /8 OF ROOT BALL AEOr1E FINISHED GRADE DOU BLE STRAND 12—GA. GAL V. WIRE TWISTED IN 1/2- RUBBER HOSE 1 I✓ i `!I SUBSOIL BROKEN JIB. hlgm; THIS DETAIL FOR DECIDUOUS AND EVERGREEEN TREES OVER 12' IN HEIGHT GUYING DETAIL FOR LARGE TREES NOT TO SCALE h 3" MIN -SUBSOIL RO WITH PICK OR SPADE f r�WL r _ • o: a l 3" EARTH SAUCER N• THIS DETAIL FOR EVERGREEN AND DECIDUOUS TREES UNDER 12' IN HEIGHT. 014, DESIGNED BY. JB ENGINEERS DRAWN BY. SURVEYORS JOIN DAVID BEIRNE JR PLANNERS �s Lie. No. 042267 DlNR BY: r�AsSOCIATES�► �r 0� PO Box 4119 3040 Avemore Square P1. Lynchburg, VA24102 Charluuesville,VA22911 WWA NUMBER: �S.�I �..� L-rvCZ�� Phone: 434.316.6080 Phone: ,t34.994.2700 NO. SHEET- REVISION BY DATE NO. SHEET REVISION BY DATE www.wwassociates.net 219040.02 PLANTING AND STAKING DETAIL NOT TO SCALE PROJECT. , INITIAL SITE PLAN TITLE: LANDSCAPING DETAILS AND NOTES FILE NAME: DISCIPLINE, SCALE: DATE: 904002C LS-2.dwg CML v: N% 1 �/17119 SET REV. NO. DRAWING NUMBER: C®1 1 SHEET NUMBER: 11Of11