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SDP201400027 Plan - Approved 2014-03-24
3 v U UI 0 0 V_ N i v c a� Q c 0 a c� 0 ad O_ M N i C13 i 0 E I a� o� Y 0 i N GENERAL NOTES: 1. FIRE FLOW CAPACITY FROM NEAREST EXISTING PUBLIC HYDRANT IS 3375 GPM +/— AT 20 PSI RESIDUAL. 2. BACKFLOW PREVENTION IS REQUIRED. 3. STORMWATER MANAGEMENT QUANTITY AND QUALITY CONTROLS FOR AVEMORE PHASE III ARE PROVIDED IN THE EXISTING STORMWATER MANAGEMENT FACILITY CONSTRUCTED WITH AVEMORE PHASE I FOR THE PURPOSE OF SERVING STORMWATER MANAGEMENT FOR PHASES I —IV. 4. PROJECT SITE IS NOT WITHIN A RESERVOIR WATERSHED. 5. THE AVEMORE PHASE III AND FUTURE PHASE IV PROJECT SITES HAVE BEEN SUBDIVIDED AS PER THE APPROVED PLAT TITLED "BOUNDARY LINE ADJUSTMENT— VILLAGE OF PANTOPS— LOT 17C & DIVISION OF THE PROPERTY OF AVEMORE LLC— PARCEL B ". 6. MINOR SITE PLAN AMENDMENT NUMBER SDP 2008 -00184 AMENDS SDP - 2007 -0074 AVEMORE PHASE III FINAL SITE PLAN AND CHANGES MADE ARE: a) PHASE LINE FOR PHASE IIIA AND 1116 b) SIZE OF BUILDING No.1 WAS DECREASED 7. MINOR SITE PLAN AMENDMENT NUMBER SDP 2009 -00052 AMENDS SDP - 2007 -0074 AVEMORE PHASE III FINAL SITE PLAN AND CHANGES MADE ARE: a) LANDSCAPING AND SIDEWALK AROUND BUILDING b) MODIFIED DUMPSTER PAD DETAIL c) REMOVE AND REPLACE EXISTING DYING TREE 8. MINOR SITE PLAN AMENDMENT NUMBER SDP 2014 -00027 AMENDS AVEMORE PHASE III FINAL SITE PLAN AND CHANGES MADE ARE: a) SIZE OF BUILDING No. 2 WAS ADJUSTED b) SIDEWALK AND HARDSCAPING HAS BEEN ADJUSTED c) LANDSCAPING HAS BEEN ADJUSTED 9. THE INSTALLATION OF HANDICAPPED PARKING SPACES, ACCESSIBLE ROUTES AND HANDICAPPED RAMPS SHALL COMPLY WITH THE "2010 ADA STANDARDS FOR ACCESSIBLE DESIGN" ISSUED BY THE DEPARTMENT OF JUSTICE ON SEPT. 15, 2010, OR THE LATEST EDITION. HANDICAPPED PARKING AND ACCESSIBLE ROUTES SHALL NOT EXCEED 2% CROSS SLOPE. HANDICAPPED RAMPS SHALL BE INSTALLED AS SHOWN ON THESE PLANS AND AS REQUIRED TO MEET THE LATEST ADA STANDARDS AT NO ADDITIONAL COST TO THE OWNER. INDEX OF SHEETS DRAWING NO. SHEET NO CS -1 1 OF 15 C -1 2 OF 15 C -2 3 OF 15 C -3 4 OF 15 C -4 5 OF 15 C -5 6 OF 15 C -6 7 OF 15 C -7 8 OF 15 C -8 9 OF 15 C -9 10 OF 15 C -10 11 OF 15 C -11 12 OF 15 C -12 13 OF 15 C -13 14 OF 15 C -14 15 OF 15 ABBREVIATIONS TITLE COVER SHEET GENERAL NOTES & PROPERTY INFORMATION MASTER PHASING PLAN EXISTING CONDITIONS & DEMOLITION PLAN SITE LAYOUT AND GRADING PLAN UTILITY PLAN SANITARY SEWER PLAN AND PROFILE — WATERLINE PROFILE STORM DRAIN PROFILES, CALCULATIONS & DRAINAGE AREAS EROSION & SEDIMENT CONTROL PLAN EROSION & SEDIMENT CONTROL NARRATIVE EROSION & SEDIMENT CONTROL DETAILS LANDSCAPE PLAN PHOTOMETRIC PLANS AND DETAILS PROPOSED DIVISION OF PROPERTY PLAT AFF ABOVE FINISHED FLOOR NIC NOT IN CONTRACT AHD AHEAD NTS NOT TO SCALE BC BACK OF CURB O.C. ON CENTER BF BLIND FLANGE PE POLYETHYLENE BM BENCH MARK PROP PROPOSED BK BACK PVC POLYVINYL CHLORIDE C/C CENTER TO CENTER r RADIUS C & G CURB & GUTTER R RISER CIP CAST IRON PIPE RCP REINFORCED CONCRETE PIPE FT CENTER LINE REQ'D REQUIRED C.L. CHAIN LINK RESTR RESTRAINED CMP CORRUGATED METAL PIPE RT RIGHT CO CLEAN OUT R/W RIGHT OF WAY CONC CONCRETE SAN SANITARY CY CUBIC YARDS SHC SEWER HOUSE CONNECTION DIA DIAMETER SQ SQUARE DIP DUCTILE IRON PIPE ST STORM EL ELEVATION STA STATION ELEC ELECTRIC STD STANDARD EX OR EXIST EXISTING SW SIDEWALK FDC FIRE DEPARTMENT CONNECTION TBA TO BE ABANDONED FF FINISHED FLOOR TBR TO BE REMOVED FH FIRE HYDRANT TC TOP OF CURB HB HORIZONTAL BEND TYP TYPICAL HC HANDICAP UG UNDERGROUND INV INVERT UON UNLESS OTHERWISE NOTED IPS IRON PIN SET VESCH VA. E &S CONTROL HANDBOOK IPF IRON PIN FOUND WL WATERLINE JB JUNCTION BOX WT WATERTIGHT LF LINEAR FEET WW WOVEN WIRE LT LEFT YDS YARDS MH MANHOLE 6"V 6" VALVE NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. AVEMORE, LLC PHASE III -FINAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA MARCH 7,2014 MINOR SITE PLAN AMENDMENT # —SDP 2014 —XXXX STORMWATER MANAGEMENT IS ATTAINED THROUGH THE EXISTING STORMWATER RETENTION FACILITY THAT WAS CONSTRUCTED DURING AVEMORE PHASE I FOR THE PURPOSE OF SERVING STORMWATER MANAGEMENT FOR PHASES I -IV. SEE APPROVED SITE PLAN "AVEMORE APARTMENTS, L.P. AVEMORE - PHASE I" DATED DECEMBER 9,2002; REVISION 5 12/12/03. TO AMEND MINOR SITE PLAN AMENDMENT #2 —SDP 2009-00052) SITE DATA: ORIGINAL SDP - 2007 -00074 wNEA�aPP�����o�ELO=E9 BUILDING No. 2) (BUILDING NO. 2) SDP- 2014 -00027 OVERALL PARKING TABULATION AVEMORE PHASE I, II & III r PARKING REQUIRED: 489 PARKING PROVIDED (PHASE I SITE PLAN) NUMBER OF SPACES DELETED FROM PHASE I IN ORDER TO CONSTRUCT PHASE II SUB TOTAL PHASE I PARKING PARKING PROVIDED (PHASE II SITE PLAN) TOTAL SPACES PROVIDED IN PHASE I PHASE II 92 UNITS 0 1.25 SPACES PER UNIT 4 EMPLOYEES 0 1 SPACE /EMPLOYEE TOTAL PARKING REQUIRED ON —SITE PARKING PROVIDED OFF —SITE PARKING PROVIDED (IN PHASE 1) TL A IG RVIED COMMERCIAL — OFFICE REQUIRED 1 SPACE PER 200 NET S.F. 10,000 GROSS S.F. 80% OF GROSS = 8,000 NET S.F. 8000/200 = 40 REQUIRED PARKING: 40 SPACES COMMERCIAL— RETAIL REQUIRED: 1 SPACE PER 100 NET S.F. FOR FIRST 5,000 S.F. 1 SPACE PER 200 NET S.F. FOR OVER 5,000 S.F. 10,000 GROSS S.F. 80% OF GROSS = 8,000 NET S.F. 5000/100 = 50 3000/200 = 15 REQUIRED PARKING = 50 +15 = 65 TOTAL REQUIRED PARKING = 40 +65 = 105 TOTAL PHASE III PARKING REQUIRED: 105 SPACES PHASE III PARKING PROVIDED: STANDARD SPACES: 69 HANDICAP SPACES: 4 TOTAL PARKING PROVIDED: 73 SUMMARY PHASE I & II & III = 489 SPACES = 507 SPACES = 5 SPACES = 502 SPACES = 20 SPACES = 522 SPACES = 115 SPACES = 4 SPACES = 119 SPACES = 108 SPACES = 11 SPACES = 11C) RPAMR TOTAL NUMBER SPACES REQUIRED PHASE I, II & III - 489 +119 +105 =713 NUMBER SPACES PROVIDED PHASE I, II & III - 522 +119 +73 =714 *CROSS PARKING AGREEMENT HAS BEEN RECORDED IN: DB 3595 PG 102 -118 20 N 0 O� Q z 0 0 SITE LOCATION FONTANA DRIVE AV E I oNT VERONA DRIVE BU 25 250 PA&IJ%AT ROLKIN ROAD 9SNTM OR 64 Monticello VICINITY MAP 1 " =2000' ALBERMARLE COUNTY DEPARTMENT APPROVAL: APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING /ZONING 70 Nimc NrY14,Irtk - Submittal Type Reviewed and Approved by the Community Development Department Date File # — In b b2- Signature 1 ADDRESSED COUNTY COMMENTS ARB COMMENTS DJM 11/19/07 6 AND PARKING TAB PHASE III ADDED DJM 12/9/08 2 ADDRESSED COUNTY COMMENTS DJM 12/11/07 1.89 ACRES TOTAL RETAIL — 3 ADDRESSED FINAL ARB COMMENTS DJM 1/18/08 7 MINOR SITE PLAN AMENDMENT GENERAL NOTE 7 ADDED DJM 6/25/09 4 ADDRESSED ACSA /COUNTY COMMENTS DJM 2/21/08 8 MINOR SITE PLAN AMENDMENT RU 3/7/14 5 ADDRESSED FINAL ACSA AND 3/17/08 ARB COMMENTS DJM 4/2/08 FT (1.10 AC.) 58.07% 6 IMINOR SITE PLAN AMENDMENT GENERAL NOTE 5 ADDED N0. I SHEET REVISION BY I DATE I NO. I SHEET REVISION BY I DATE LEGEND: REVISION CLOUD: OWNER: (BUILDING NO. 1) ENGINEER: SOURCE OF SURVEY: SOURCE OF TOPOGRAPHY: COUNTY, STATE: MAGISTERIAL DISTRICT: TAX MAP REFERENCE: ZONING: SETBACK REQUIREMENTS: MAXIMUM STRUCTURE HEIGHT: EXISTING USES: PROPOSED USES: TRASH: PHASE III AREA NO. OF BUILDING PADS SQ. FT. COMMERCIAL UNITS MAXIMUM NO. OF EMPLOYEES: KE AVEMORE COMMERCIAL, LLC ` 703 EAST JEFFERSON STREET ' CHARLOTTESVILLE, VA 22902 (434) 293 -5595 OFFICE (434) 979 -1346 FAX EMAIL: MARTIN@KLlNGELENTERPRISES.COM ' AVEMORE EXTENDED, LLC c/o WW ASSOCIATES, INC 1179C VISTA PARK DRIVE ' FOREST, VA 24551 (434) 984 -2700 ATTN: HERBERT F. WHITE III, P.E. EMAIL: HWHITE ®WWASSOCIATES.NET WW ASSOCIATES, INC 3040 AVEMORE SQUARE PLACE CHARLOTTESVILLE, VA 22911 ' (434) 984 -2700 ' ATTN: HERBERT F. WHITE III, P.E. EMAIL: HWHITE ®WWASSOCIATES.NET WW ASSOCIATES, INC. WW ASSOCIATES, INC. COMPLETED FEBRUARY 6, 2014 ALBEMARLE COUNTY, VA RIVANNA EXISTING: 7813-03 -1, 7813-03-11) AND 78 -581 R15; ENTRANCE CORRIDOR OVERLAY DISTRICT ZMA- 2000 -010 SP- 2006 -69 SP- 2006 -70 ZMA- 2006 -021 SP- 2006 -044 SDP - 2007 -00074 SDP - 2009 -00052 F ONT — 25 SIDE — 15' REAR — 20' MAXIMUM ALLOWABLE STRUCTURE HEIGHT — 65' P - U D I IGHT — 29' COMMERCIAL /OFFICE & RETAIL COMMERCIAL /OFFICE & RETAIL 0.82 ACRES PHASE IIIA (TMP- 78B -03 -1) 0.77 ACRES PHASE IIIB (TMP - 78B -03 -1 D) 0.30 ACRES (PORTION OF NEW PARCEL B2: TMP - 78B -03 -1 1.89 ACRES TOTAL RETAIL — 4300 S.F. PER FLOOR X 2 FLOORS = 8,600 TOTAL SF BLDG. No. 1 5700 S.F. PER FLOOR X 2 FLOORS = 11,400 TOTAL SF BLDG. No. 2 27,602 AsSOCIATES PO Box 4119 3040 Avemore Square Pl. Lynchburg, VA 24502 Charlottesville, VA 22911 Phone: 434.316.6080 Phone: 434.984.2700 4#*" TOTAL = 20,000 SF RETAIL — 4300 + 5700 = (10,000 TOTAL S.F.) OFFICE — 4300 + 5700 = (10,000 TOTAL S.F.) 65 26,593 SQ FT (0.61 LAND USE SCHEDULE: EXISTING BUILDINGS (GROUND FLOOR) 4,300 SQ FT ROADS /PARKING 19,429 SQ FT SIDEWALKS 2,157 SQ FT OPEN SPACE (WITHIN AVEMORE III) 16,688 SQ FT IMPERVIOUS AREA 29,098 SQ FT TOTAL 82328 SQ FT (1.89 AC.) FIXTURES: TH OF FT 10,000 r FT Wm ENGINEERS SURVEYORS B R I 12.15% PLANNERS ^� �1QI�AZ+ �� 27,602 AsSOCIATES PO Box 4119 3040 Avemore Square Pl. Lynchburg, VA 24502 Charlottesville, VA 22911 Phone: 434.316.6080 Phone: 434.984.2700 4#*" (0.63 www.wwassociates.net 5 LAVATORIES 5 WATER CLOSETS 2 SERVICE SINKS 4 HOSE BIBS 1 KITCHEN SINK DESIGNED BY. PROJECT. PROPOSED TOTAL 5,700 SQ FT 10,000 SQ FT (0.23 AC.) 12.15% 8,173 SQ FT 27,602 SQ FT (0.63 AC.) 33.53% 2,499 SQ FT 4,656 SQ FT (0.11 AC.) 5.66% 9,905 SQ FT 26,593 SQ FT (0.61 AC.) 38.93% 18,710 SQ FT 47,808 SQ FT (1.10 AC.) 58.07% 4 LAVATORIES 2 PER METER 4 WATER CLOSETS 2 PER METER 2 WATER FOUNTAINS 2 PER METER 2 SERVICE SINKS 2 PER METER 4 HOSE BIBS BUILDING 2 NOTE: FIXTURES COUNTS AND TYPES ARE ESTIMATES. ACTUAL FIXTURE COUNTS ARE TO BE PROVIDED WHEN BUILDING PLUMBING DESIGN IS COMPLETE; AND BEFORE CONSTRUCTION BEGINS. FINAL METER SIZING TO BE DETERMINED AT THIS TIME BY ACSA SET REV. NO. RU AVEMORE, LLC 8 DRAWN BY: PHASE 111 — FINAL SITE PLAN To ALBEMARLE COUNTY, VA DRAWING NUM8E TITLE: DIHR BY: COVER SHEET CS -1 DMJ SHEET NUMBER: WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 213108.02 21310802C_CS.dwg CIVIL H: AS SHOWN 7131107 1 of 15 V. N/A a 3 -v U UI 0 O N -a. E v C a� C v a� N 0 0 N / m i 0 a� Y 0 i N / I PROFFERS ZMA 2000 -010, SP2000 -69, SP2000 -70, ZMA 2006 -021 & SP 2006 -044 REZONING FILING NUMBER (NOTE: REVISED PROFFER FORM DATED 3 -13 -07 AND REVISED 5- 29 -07) A. THE CONCEPTUAL DEVELOPMENT PLAN DATED DECEMBER 18, 2006, LAST REVISED APRIL 23, 2007 (THE "PLAN "), ATTACHED HERETO AS EXHIBIT Al, IS PROFFERED. ALL IMPROVEMENTS SHOWN ON THE PLAN WILL BE INSTALLED UPON COMPLETION OF ALL PHASES OF CONSTRUCTION. THE CHARACTER OF THE DEVELOPMENT WILL BE IN GENERAL ACCORD WITH THE FORM AND CHARACTER THAT IS SUGGESTED BY AND IS COMPATIBLE WITH THE PROPOSED BUILDING ELEVATIONS ATTACHED AS THE EXHIBITS LISTED BELOW. MODIFICATIONS TO THE ELEVATIONS SHOWN ON THE ATTACHED EXHIBITS WHICH ARE EITHER SUGGESTED BY OR REQUIRED BY THE ALBEMARLE COUNTY ARCHITECTURAL REVIEW BOARD WILL BE DEEMED TO BE IN "GENERAL ACCORD." EXHIBIT B "SHOPS," DATED 12 -15 -00 EXHIBIT C "APARTMENTS," DATED 12 -15 -00 EXHIBIT D "GARAGES," DATED 12 -15 -00 EXHIBIT E "fOWNHOMES," DATED 12 -15 -00 EXHIBIT F "CLUBHOUSE," DATED 12 -15 -00 B. COMMERCIAL BUILDINGS WILL HAVE TWO (2) STREET FACADES (EACH WITH AT LEAST ONE STREET -LEVEL ENTRANCE), FACING BOTH FONTANA DRIVE AND AVEMORE LANE. C. IN SATISFAC ON OF E RECR T10 FA ILI RE IR E S S FORTH IN SECTION 4.16 OF THE COUNTY ZONING ORDINANCE AND IN ORDER TO BETTER MEET THE NEEDS OF THE RESIDENTS OF AVEMORE, THE FOLLOWING AMENITIES ARE PROFFERED: 1. THE VILLAGE GREEN WILL BE SURROUNDED BY A HEDGE. LARGE VARIETY TREES, 2.5 INCHES IN CALIPER OR LARGER AND OF A SPECIES COMMON TO THE AREA, WILL BE LOCATED EVERY 40 FEET ON CENTER BETWEEN THE HEDGE AND THE TRAVEL WAY SURROUNDING THE VILLAGE GREEN. THERE WILL BE ACCESS POINTS TO THE VILLAGE GREEN AT EACH OF THE FOUR CORNERS, EACH OF WHICH WILL CONSIST OF ONE (1) GATEWAY FLANKED BY TWO (2) BRICK CORNERS. THE HEDGE WILL BE AT LEAST 24" HIGH AT PLANTING, AND THE GATES AND BRICK CORNERS WILL BE APPROXIMATELY 32" HIGH. AT LEAST THREE (3) BENCHES WILL BE PROVIDED IN THE VILLAGE GREEN. THE VILLAGE GREEN IMPROVEMENTS WILL BE BUILT IN CONJUNCTION WITH THE CONSTRUCTION OF THE TOWNHOUSE SECTION PHASE OF THE D LO ME 2. IN ADDITION TO THE VILLAGE GREEN, OUTDOOR RECREATION FACILITIES WILL CONSIST OF AT LEAST THREE (3) TOT LOTS TO BE PLACED IN THE APPROXIMATE LOCATIONS SHOWN ON THE PLAN (REFERENCE 4.16.2). SWIMMING POOL, INDOOR FITNESS CENTER, COMMUNITY ROOM, BUSINESS CENTER, AND LEASING AND MANAGEMENT OFFICE FOR THE DEVELOPMENT. AT LEAST TWO OUTDOOR (2) PICNIC TABLE AND AT LEAST TWO (2) OUTDOOR GRILLS WILL BE PROVIDED IN THE AREA ADJACENT TO THE CREEK BEHIND THE CLUBHOUSE. THE DIRECTOR OF PLANNING MAY DETERMINE THAT SUBSTITUTIONS OF RECREATION FACILITIES ARE IN GENERAL ACCORD WITH THIS PROFFER AND IN SATISFACTION OF THE MINIMUM REQUIREMENTS OF SECTION 4.16.2.1. D. THE APPLICANT AGREES TO PARTICIPATE IN THE DEVELOPMENT OF A REGIONAL SWM /BMP FACILITY IN LIEU OF ANY REQUIREMENT THAT IT DEVELOP ON -SITE SWM /BMP FACILITIES FOR THE AVEMORE DEVELOP- MENT. 1. THE REGIONAL SWM /BMP FACILITY WILL BE DESIGNED AND SIZED TO PROVIDE A STANDING POOL WITH A WATER QUALITY VOLUME EQUAL TO APPROXIMATELY 92,100 CUBIC FEET AT THE APPROXI- MATE LOCATION SHOWN ON THE PLAN. 2 THE REGIONAL SWM /BMP FACILITY MEETING THE ABOVE DESIGN REQUIREMENTS SHALL FULFILL THE AVEMORE DEVELOPMENT'S REQUIREMENT FOR STORMWATER QUANTITY AND QUALITY FOR ALL PORTIONS OF THE DEVELOPMENT DRAINING TO THE FACILITY. ANY PORTION NOT DRAINING TO THE FACILITY WILL HAVE TO MEET THE STORMWATER QUANTITY AND QUALITY REQUIREMENTS BY MEANS OF A SEPARATE STORMWATER MANAGEMENT PLAN. 3. THE REGIONAL SWM /BMP FACILITY WILL BE CONSTRUCTED BY THE APPLICANT, AT ITS INITIAL EXPENSE, DURING THE FIRST PHASE OF AVEMORE CONSTRUCTION, AND WILL BE COMPLETED PRIOR TO THE ISSUANCE OF PERMITS FOR ADDITIONAL PHASES. 4. THE ENGINEERING DESIGN OF THE REGIONAL SWM /BMP FACILITY WILL BE SUBJECT TO FINAL ENGINEERING AND SITE PLAN APPROVAL BY ALBEMARLE COUNTY'S DEPARTMENT OF ENGINEERING. THE DEPARTMENT OF ENGINEERING WILL HAVE THE RIGHT TO REDUCE THE DESIGN PARAMETERS OUTLINED IN THIS ITEM D IF HYDROLOGY CHARACTERISTICS, HYDRAULIC ENGINEERING, GEOTECHNICAL ENGINEERING OR TOPOGRAPHIC CONDITIONS DICTATE A MODIFIED DESIGN. 5. THE PROFFER SET FORTH IN THIS ITEM D IS CONTINGENT ON THE AVAILABILITY OF CONTIGUOUS OFF -SITE PROPERTY AND THE COOPERATION OF THE OWNERS OF SUCH OFF -SITE PROPERTY IN PROVIDING THE NECESSARY DEDICATION OF SUCH PROPERTY FOR THE PURPOSES OF CONSTRUCTION AND MAINTENANCE OF THE SWM /BMP FACILITY. THE OFF -SITE LAND WILL BE DEDICATED UNDER TERMS SATISFACTORY TO THE APPLICANT AND THE COUNTY PRIOR TO ISSUANCE OF A GRADING PERMIT FOR AVEMORE. 6. IN THE EVENT THAT THE APPLICANT DETERMINES THAT THE REGIONAL SWM /BMP FACILITY IS NOT FEASIBLE UNDER THE TERMS AND CONDITIONS OUTLINED IN THIS ITEM D, THE APPLICANT IN ITS SOLE DISCRETION SHALL HAVE THE RIGHT TO CONSTRUCT ON -SITE SWM /BMP IMPROVEMENTS TO SATISFY COUNTY WATER QUALITY AND WATER QUANTITY REQUIREMENTS. IN SUCH EVENT, THE PROFFERS SET FORTH IN THIS ITEM D SHALL BE NULL AND VOID. E. APPLICANT WILL ACQUIRE SUFFICIENT RIGHT -OF -WAY, AS DETERMINED BY THE COUNTY OF ALBEMARLE ENGINEER FOR A PRIVATE, URBAN CROSS- SECTION CONNECTOR ROAD THAT WILL BE CONSTRUCTED TO VDOT MOUNTAINOUS TERRAIN STANDARDS. SUCH RIGHT -OF -WAY WILL COMMENCE AT THE ROUND -ABOUT /PARKING AREA AT THE NORTHEASTERN CORNER OF THE DEVELOPMENT, IN THE GENERAL AREA SHOWN ON THE PLAN AS "RESERVED FOR PRIVATE STREET CONNECTION (24' PAVEMENT MAXIMUM)," AND WILL TERMINATE AT OLYMPIA DRIVE. THIS RIGHT -OF -WAY WILL BE PLATTED PRIOR TO APPROVAL OF A SITE PLAN FOR THE AVEMORE DEVELOPMENT. 1 ADDRESSED COUNTY COMMENTS ARB COMMENTS DJM 11/19/07 2 ADDRESSED COUNTY COMMENTS DJM 12/11/07 3 ADDRESSED FINAL ARB COMMENTS DJM 1/78/08 4 ADDRESSED ACSA / COUNTY COMMENTS WM 1 2/21/08 5 JADDRESSED FINAL ACSA AND 3/17/08 ARB COMMENTS DJM 4/2/08 8 1 UPDATED BUILDING AND PARKING CALCULATIONS RU 3/7/14 71 1 NO. I SHEET REVISION IN CONJUNCTION WITH THE CONSTRUCTION OF THE PHASE CLOSEST TO THE AREA SHOWN ON THE PLAN AS "RESERVED FOR PRIVATE STREET CONNECTION," THE APPLICANT WILL EITHER CONSTRUCT THE CONNECTOR ROAD OR BOND WITH THE COUNTY FOR THE CONSTRUCTION OF THE CONNECTOR ROAD. THIS BOND WILL BE HELD UNTIL THE COMPLETION OF THE CONNECTOR ROAD; PROVIDED; HOWEVER, THAT IF OLYMPIA DRIVE IS NOT EXTENDED TO A POINT WHERE THE CONNECTOR ROAD CAN BE COMPLETED WITHIN 15 YEARS, THE BOND WILL BE RETURNED TO THE APPLICANT, WITH INTEREST. F. UPON CONSTRUCTION OR WIDENING OF FONTANA DRIVE, THE APPLICANT WILL CONSTRUCT A FOUR FOOT (4') WIDE, CONCRETE SIDEWALK ALONG FONTANA DRIVE, BETWEEN AVEMORE BOULEVARD AND STATE ROUTE 20. G. INTERNAL WALKING PATHS SHALL BE FIVE FEET (5') WIDE AND WILL BE PAVED IN ASPHALT. H. PRIOR TO SITE PLAN APPROVAL FOR PHASE I OF AVEMORE, THE APPLICANT WILL DEDICATE TO PUBLIC USE AN EIGHT FOOT (8') WIDE RIGHT -OF -WAY FOR THE' CONSTRUCTION, MAINTENANCE AND REPAIR OF A SIDEWALK ACROSS WILTON LOTS 16A, 16B, 17 -1, 17 -2 AND 17 -3, ALONG THE COMMON BOUNDARY OF SUCH LOTS WITH STATE ROUTE 20. I. THE APPLICANT WILL PROVIDE SUFFICIENT RIGHT-OF-WAY IN THE AREA BETWEEN WILTON FARM ROAD AND STATE ROUTE 20 NECESSARY TO FACILITATE THE CONSTRUCTION OF A SECOND LEFT -TURN LANE FROM FONTANA DRIVE ONTO STATE ROUTE 20, PROVIDED THAT SUCH RIGHT -OF -WAY WILL NOT CREATE A ZONING VIOLATION FOR ANY EXISTING IMPROVEMENTS ALONG THE PATH OF SUCH NEW RIGHT -OF WAY. THIS RIGHT -OF -WAY WILL BE PROVIDED AT THE TIME THE AVEMORE ROAD PLAN IS APPROVED BY ALBEMARLE COUNTY. J. THE OPEN SPACE SHOWN ON THE PLAN ALONG THE SHARED COMMON BOUNDARY WITH LOTS 1 THROUGH 10, FONTANA, PHASE 1, WILL CONSIST OF (1) A FORTY FOOT (40') BUFFER WHICH WILL NOT BE DISTURBED DURING CONSTRUCTION AND (II) A SEVENTY FOOT (70') BUILDING SET BACK. K. THE APPLICANT WILL CONTRIBUTE THE LESSER OF (1) 50% OF THE COST OF INSTALLING A TRAFFIC SIGNAL AT THE INTERSECTION OF FONTANA DRIVE AND STATE ROUTE 20 OR (II) $50,000 SUCH SUM TO BE APPLIED ONLY TO THE COST OF INSTALLING SUCH TRAFFIC SIGNAL. IF THE COUNTY OBTAINS FULL FUNDING FOR SUCH TRAFFIC SIGNAL FROM OTHER SOURCES AND THE APPLICANT IS NOT REQUIRED TO CONTRIBUTE TOWARD THE COST OF SUCH SIGNAL, THE APPLICANT AGREES THAT ITS CONTRIBUTION MAY BE APPLIED INSTEAD TOWARD THE PORTION OF THE ROUTE 20 IMPROVEMENT PROJECT IN THE AREA BETWEEN FONTANA DRIVE AND U.S. ROUTE 250. SUCH PAYMENT WILL BE MADE BY THE APPLICANT AT THE LATER TO OCCUR OF (X) THE INSTALLATION OF SUCH TRAFFIC SIGNAL (OR INSTALLATION OF THE ROUTE 20 IMPROVEMENTS, AS THE CASE MAY BE) OR (Y) THE ISSUANCE OF THE FIRST BUILDING PERMIT FOR THE AVEMORE DEVELOPMENT. THIS CONDITION HAS BEEN SATISFIED. II ZMA 00 -10: WAIVERS. VARIATIONS. MODIFICATIONS. SPECIAL USE PERMITS THE COMMISSION APPROVED A WAIVER REQUEST, IN ACCORDANCE WITH SECTION 4.12.6.5(C), FOR ANGLED AND CURVILINEAR PARKING AS WELL AS A WAIVER REQUEST IN ACCORDANCE WITH SECTION 4.12.6.2 FOR ONE WAY CIRCULATION AT IT'S MEETING ON JUNE 5, 2001. SP 00 -69: THE PROFESSIONAL OFFICE USES SHALL BE LIMITED. IN COMBINATION WITH THE RETAIL STORES AND SHOPS USES ALLOWED IN SP 00 -70, TO NOT EXCEED 20,000 SQUARE FEET. SP 00 -70: FOR THE PURPOSES OF THIS SPECIAL USE PERMIT, RETAIL STORES AND SHOPS SHALL BE DEFINED AS THE COMMERCIAL USES LISTED BELOW: a. THE FOLLOWING RETAIL SALES AND SERVICE ESTABLISHMENTS: ANTIQUE, GIFT, JEWELRY, NOTION AND CRAFT SHOPS, CLOTHING, APPAREL AND SHOE SHOPS, DEPARTMENT STORE, DRUG STORE, PHARMACY, FLORIST, FOOD AND GROCERY STORES INCLUDING SUCH SPECIALITY SHOPS AS BAKERY, CANDY, MILK DISPENSARY AND WINE AND CHEESE SHOPS, FURNITURE AND HOME APPLIANCES (SALES AND SERVICE), HARDWARE STORE, MUSICAL INSTRUMENTS, NEWSSTANDS, MAGAZINES, PIPE AND TOBACCO SHOPS, OPTICAL GOODS, PHOTOGRAPHIC GOODS, VISUAL AND AUDIO APPLIANCES, SPORTING GOODS, RETAIL NURSERIES AND GREENHOUSES. b. THE FOLLOWING SERVICES AND PUBLIC ESTABLISHMENTS: BARBER, BEAUTY SHOPS, CHURCHES, CEMETERIES, FUNERAL HOMES, HEALTH SPAS, INDOOR THEATERS, LAUNDRIES, DRY CLEANERS, LIBRARIES, MUSEUMS, NURSERIES, DAY CARE CENTERS (REFERENCE 5.1.06), EATING ESTABLISHMENTS, TAILOR, SEAMSTRESS, MEDICAL CENTER, INDOOR ATHLETIC FACILITIES, (ADDED 9- 15 -93), FARMERS' MARKET (REFERENCE 5.1.36), (ADDED 10- 11 -95). THE COMMISSION ALSO APPROVED A WAIVER REQUEST, IN ACCORDANCE WITH SECTION 4.12.6.5(C), FOR ANGLED AND CURVILINEAR PARKING AS WELL AS A WAIVER REQUEST IN ACCORDANCE WITH SECTION 4.12.6.2 FOR ONE -WAY CIRCULATION. III MAGISTERIAL DISTRICT - RIVANNA IV BUILDING DESCRIPTION PHASE BY I DATE I NO. NO. OF BUILDINGS ...........................2 SQ. FT. (GROUND AREA ) ......................10,000± S.F. PER FLOOR (TOTAL) BUILDING 1: 2 UNITS UNITS PER BUILDING ......................... BUILDING 2: 4 UNITS COMMERCIAL ........ .........................RETAIL - 3 UNITS 10,000± S.F. ........ .........................OFFICE - 3 UNITS 10,000± S.F.) SHEET REVISION NOTE: SEE SUBDIVISION PLAT AND PLATS FOR ALL RELEVANT P PERTY BOUNDARY AND EASEMENT INFORMATION RECORDED ACCESS EASEMEN (AE) TO PHASE II DB. 2661 PG. 319 SIGHT LINE EASEMENT + SIDEWALK EASEMENT f APPROX. LOCATION OF 20' SEWER LINE ESMT. ° D.B. 1729 PG. 315 0 PERMANENT DRAINAGE + & SLOPE EASEMENT (D.B. 1729 PG. 315) CESS EASEMENT 1729 PG. 315 b. APPR LOCATION 0 ; 20' 4 A R LINE D.B. 502 73 169.1 VILLAGE AT PANTOP ,LLC CARNE D.B.1728, PG.65 - PLAT D.B.1416 PG. 04 TMP 78B -3 -2A ° 0 o; 1267 LE V,4 ZONING: R15 MULTI FAMILY DWELL NG <pT LOT 1A N n� EM G r_, � P'• FRED D. SR. OR ANNIE C. FOSTER CHRISTOPHER H. OR LISA C. F EDSALL RICHARD J. ALAN A. OR HENRY J. OR OR BARBARA C. (CHARD PARIAD CHERYL M. ELIZABETH gRIMELOW LE RAW S BOWRGUIGNON WORCH OR SUS E. LOT 1 LOT 2 IPS NETEMEY L \ Z S FRED OR ?6 LOT 5 MARGARET M. \ SQ S78<58 0l LOT 3 LOT 4 PON LOT 6 O'BRYANT Oo E 2g1 O6 �6, Tq�q LOT 7 `v2 IPS SIA �OT^VP9 PC SC- � asp, ADELINE R. GAR D N E LOT 8 (CHORD J. \ T 7: 56 Ac. ��53'F MARTHA H. S� HALLOWELL DENDALL S. .2 �►c 8'23' \ LOT 9 RUSSELL ?� LOT 10 WELSH, MAT 04 PG. LA D.B.1416 P TM 78B _ 1 LOT 10 {�- PHASE LI E V N \ � N IPF IPF ON LINE � �- A r 30.00' OT 2A IPF O __.4 ' X50° PHASE I V LO 1- 2B� (2.60 Ac. OT 3A AVEMORE ry , LL ><1 D.B. 2081 PG. 3 OT 3B TMP 788 -3 IPF ON ZONING: R' �p LINE AT USE: VACA� 56.06' U APPROX. LOCATION IPS 20' WATER LINE ES a f m C1 D.B. 1416 PG. 205 - d- cv N58 °02'31 "E o J 30.00' ZO _ WILTON COUNTRY LANE & I 30' A EIS EASEMENT a 574 3FL ��h USE: CHARLES, GL RIA N35 °38'07 "W IL D.B.1874 PG. 209 S PLq D. 7813- PG.211 .� 78B -3 -3B NING: R10 WILTON ASSOCIATES, L.P. E FAMILY HOMES D.B. 1130 PG. 125 PLAT D.B.1130 PG. 131 VIL CE AT PANTOPS,LLC TMP 78 -88 D.B.1921, PG.111 ZONING: R10 PLAT D.B.1921 PG.112 MULTI FAMILY APARTMENTS TMP 788 -3 -413 ZONING: R15 MULTI FAMILY DWELLING V OVERALL PARKING TABULATION AVEMORE PHASE I, II & PHASE I BUILDING NUMBER M LU 8' WIDE <0 = 507 SIDEWALK Q PER EASEMENT IN ORDER TO CONSTRUCT PHASE II = 5 SPACES DEDICATED SUB TOTAL PHASE I PARKING V) TO PUBLIC PARKING PROVIDED (PHASE II SITE PLAN) T 1 USE -` 0 SPACES PHASE II 2 X 0 = 115 SPACES N = 4 SPACES 2 -1 TOTAL PARKING REQUIRED z VILLAGE AT PANTOPS,LL C Ll_1 o � D.B.1728, PC.651 OFF -SITE PARKING PROVIDED (IN PHASE 1) 0 PLAT D.B.1415 PG.204 TOTAL PARKING PROVIDED - TMP 78B -3 -2B 2 -1 Fs ZONING: R15 1.5 MULTI FAMILY DWELLING W X 1.5 (- 3 BLACK, SUSAN W. V 2 -1 D.B.1599 PG. 489 ) 1.5 PLAT D.B.1416 PG.204 2 X 1.5 = 3 TMP 788 -3 -3A 5 V 2 -1 BD. ZONING: R10 - SINGLE FAMILY HOME 2 X APPRO LOC Till ON OF 20' SE ER LI E ESMT. D.B. 1 16 P 205 EM G r_, � P'• FRED D. SR. OR ANNIE C. FOSTER CHRISTOPHER H. OR LISA C. F EDSALL RICHARD J. ALAN A. OR HENRY J. OR OR BARBARA C. (CHARD PARIAD CHERYL M. ELIZABETH gRIMELOW LE RAW S BOWRGUIGNON WORCH OR SUS E. LOT 1 LOT 2 IPS NETEMEY L \ Z S FRED OR ?6 LOT 5 MARGARET M. \ SQ S78<58 0l LOT 3 LOT 4 PON LOT 6 O'BRYANT Oo E 2g1 O6 �6, Tq�q LOT 7 `v2 IPS SIA �OT^VP9 PC SC- � asp, ADELINE R. GAR D N E LOT 8 (CHORD J. \ T 7: 56 Ac. ��53'F MARTHA H. S� HALLOWELL DENDALL S. .2 �►c 8'23' \ LOT 9 RUSSELL ?� LOT 10 WELSH, MAT 04 PG. LA D.B.1416 P TM 78B _ 1 LOT 10 {�- PHASE LI E V N \ � N IPF IPF ON LINE � �- A r 30.00' OT 2A IPF O __.4 ' X50° PHASE I V LO 1- 2B� (2.60 Ac. OT 3A AVEMORE ry , LL ><1 D.B. 2081 PG. 3 OT 3B TMP 788 -3 IPF ON ZONING: R' �p LINE AT USE: VACA� 56.06' U APPROX. LOCATION IPS 20' WATER LINE ES a f m C1 D.B. 1416 PG. 205 - d- cv N58 °02'31 "E o J 30.00' ZO _ WILTON COUNTRY LANE & I 30' A EIS EASEMENT a 574 3FL ��h USE: CHARLES, GL RIA N35 °38'07 "W IL D.B.1874 PG. 209 S PLq D. 7813- PG.211 .� 78B -3 -3B NING: R10 WILTON ASSOCIATES, L.P. E FAMILY HOMES D.B. 1130 PG. 125 PLAT D.B.1130 PG. 131 VIL CE AT PANTOPS,LLC TMP 78 -88 D.B.1921, PG.111 ZONING: R10 PLAT D.B.1921 PG.112 MULTI FAMILY APARTMENTS TMP 788 -3 -413 ZONING: R15 MULTI FAMILY DWELLING V OVERALL PARKING TABULATION AVEMORE PHASE I, II & PHASE I BUILDING NUMBER PARKING REQUIRED: 489 = 489 SPACES PARKING PROVIDED (PHASE I SITE PLAN) = 507 SPACES NUMBER OF SPACES DELETED FROM PHASE I PER BEDROOM IN ORDER TO CONSTRUCT PHASE II = 5 SPACES SUB TOTAL PHASE I PARKING = 502 SPACES PARKING PROVIDED (PHASE II SITE PLAN) = 20 SPACES TOTAL SPACES PROVIDED IN PHASE I = 522 SPACES PHASE II 2 X 92 UNITS 0 1.25 SPACES PER UNIT = 115 SPACES 4 EMPLOYEES 0 1 SPACE /EMPLOYEE = 4 SPACES 2 -1 TOTAL PARKING REQUIRED = 119 SPACES ON -SITE PARKING PROVIDED = 108 SPACES OFF -SITE PARKING PROVIDED (IN PHASE 1) = 11 SPACES TOTAL PARKING PROVIDED = 119 SPACES COMMERCIAL - OFFICE REQUIRED 1 SPACE PER 200 NET S.F. 3 UNITS = 10,000 GROSS S.F. 80% OF GROSS = 8,000 NET S.F. 8000/200 = 40 REQUIRED PARKING: 40 SPACES COMMERCIAL - RETAIL REQUIRED: 1 SPACE PER 100 NET S.F. FOR FIRST 5,000 S.F. 1 SPACE PER 200 NET S.F. FOR OVER 5,000 S.F. 3 UNITS = 10,000 GROSS S.F. 80% OF GROSS = 8,000 NET S.F. 5000/100 = 50 3000/200 = 15 REQUIRED = 50 +15 = 65 TOTAL PHASE III PARKING REQUIRED: 105 SPACES PHASE III PARKING PROVIDED: STANDARD SPACES: 69 HANDICAP SPACES: 4 TOTAL PARKING PROVIDED: 73 SUMMARY PHASE I & 1 1 & I I I TOTAL NUMBER SPACES REQUIRED PHASE I, II & III - 489 +119 +105 =713 NUMBER SPACES PROVIDED PHASE I, II & III - 522 +119 +73 =714 *CROSS PARKING AGREEMENT HAS BEEN RECORDED IN: DB 3595 PG 102 -118 SH 0 }4w ti SloNAL ��� IPS AT i � J i Vq IS>, c� NO''N PRIVATE CONNECTOR ROAD ACCESS EASEMENT nPFN SPACF 3 "E - 0 0. 41'56 .29' NENT� 15 1 103111 0 �O PS �2\ IPF ON L INS NOTE: AT 20. PROPERTY LINE FROM POINT "A" TO B POINT "B" FOLLOWS ALONG CENTER LINE OF CREEK AS IT MEANDERS. A PARKING TABULATION- PHASE I PARKING REQUIREMENTS BUILDING BUILDING NUMBER OF SPACE REQ'D CALCULATION TOTAL NO. OF SPACES NO. TYPE BEDROOMS PER BEDROOM REQUIRED 1 V 2 -1 BD. UNITS 1.5 2 X 1.5 = 3 3 2 V 2 -1 BD. UNITS 1.5 2 X 1.5 = 3 3 3 V 2 -1 BD. UNITS 1.5 2 X 1.5 = 3 3 4 V 2 -1 BD. UNITS 1.5 2 X 1.5 = 3 3 5 V 2 -1 BD. UNITS 1.5 2 X 1.5 = 3 3 6 V 2 -1 BD. UNITS 1.5 2 X 1.5 = 3 3 7 IVA 14 -3 BD. UNITS 2 14 X 2 = 28 28 8 1 14 -1 BD. UNITS 1.5 PER 1 BED 14 X 1.5 = 21 49 14 -2 BD. UNITS 2 PER 2 BED 14 X 2 = 28 9 IIIA 10 -1 BD. UNITS 1.5 10 X 1.5 = 15 15 10 IIB 14 -1 BD. UNITS 1.5 PER 1 BED 14 X 1.5 = 21 49 14 -2 BD. UNITS 2 PER 2 BED 14 X 2 = 28 11 1 14 -1 BD. UNITS 1.5 PER 1 BED 14 X 1.5 = 21 49 14 -2 BD. UNITS 2 PER 2 BED 14 X 2 = 28 13 VII 6 -2 BD. UNITS 3 6 X 2 = 12 12 14 VII 6 -2 BD. UNITS 3 6 X 2 = 12 12 15 II 14 -1 BD. UNITS 1.5 PER 1 BED 14 X 1.5 = 21 49 14 -2 BD. UNITS 2 PER 2 BED 14 X 2 = 28 16 IVB 14 -3 BD. UNITS 2 14 X 2 = 28 28 17 11 14 -1 BD. UNITS 1.5 PER 1 BED 14 X 1.5 = 21 49 14 -2 BD. UNITS 2 PER 2 BED 14 X 2 = 28 18 1116 14 -1 BD. UNITS 1.5 14 X 1.5 = 21 21 19 IB 14 -1 BD. UNITS 1.5 PER 1 BED 14 X 1.5 = 21 49 14 -2 BD. UNITS 2 PER 2 BED 14 X 2 = 28 20 II 14 -1 BD. UNITS 1.5 PER 1 BED 14 X 1.5 = 21 49 14 -2 BD. UNITS 2 PER 2 BED 14 X 2 = 28 21 VI 2 -1 BD. UNITS 1.5 2 X 1.5 = 3 3 22 VI 2 -1 BD. UNITS 1.5 2 X 1.5 = 3 3 23 VI 2 -1 BD. UNITS 1.5 2 X 1.5 = 3 3 24 VI 2 -1 BD. UNITS 1.5 2 X 1.5 = 3 3 TOTAL SPACES 489 REQUIRED ENGINEERS SURVEYORS PLANNERS SSOCI.A.TES PO Box 4119 3040 Avemore Square Pl. Lynchburg, VA 24502 Chulort,,Mlle, VA 22911 Phone: 434.316.6080 Phone: 434.984.2700 www.wwassociates.net P �, �, A 1, v� o L8 J AREA RESERVED FOR SEWER EXTENTION D.B. 1267 PG. 155 ALBEMARLE HOTEL LIMITED D.B. 1911 PG. 359 PLAT D.B.1965 PG.37 TMP 78 -9 ZONING: HC PROPERTY CURRENTLY VACANT F1 1 LINE 29' This barricade is to be placed at the end of all dead end streets. lumber dimensions are nominal sizes. The ranectorized area "shall have a smooth, sealed encapsulated lens material outer surface. The predominant color for other barricade components shall be white, except that unpainted galvanized metal or aluminum components rady be used, Because of their vulnerable position and possible hazard they could create, barricades should be constructed of light weight materials and have no rigid stay bracing. Planlm are to be fastened to poste with 2 - 3 /a" x 6 1/2 "carriage bolts and washers or with 2 - 7 /16"x 4" lag earews and washers. Bolts and aerews are not to be placed closer than 2" from the edge of planks. The following note shall appear on all plankf "The barricade shall be removed at such time as the need no longer exists, as determined by the Director." If the barricade is within VDOT R/W. a permit is needed for its removal. CHARACTERISTICS Color of strlpae Reflectorized red and refleotorized white Width of rail 8" min. - 12" max. Number of refleeterized rail faces g if facing traffic direction traffic in 2 directions This barricade and other traffic barricades are described in the latest edition of VDOT's work Area Protection Manual, Standards and Guidelines and MDTCD. TRAFFIC BARRICADE DETAIL (TB -1) DESIGNED RU : PROJECT: AVEMORE, LLC It DRAWN BY. PHASE III - FINAL SITE PLAN �t To �a ALBEMARLE COUNTY, VA �� TITLE: D1HR BY: GENERAL NOTES & PROPERTY INFORMATION DMJ WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE. 213108.02 21310802C_C2.dwg CIVIL H: AS SHOWN 7131107 V. N/A SET REV. NO. 8 DRAWING NUMBER: C -2 SHEET NUMBER: 3 of 15 0) 3 .0 U U� O 00 O N / c a� E v c a� E Q c 0 a� N O O M N m i 0 a a� v� c Y O 0 M N / ►-� 3 'D �O U NI 0 o_ N i m E Q C O CL 0 O M i m L O Q i a Y 0 N ze - Tf 4,V pO4 DROP INLET ACCESS& LAND SCAPPEASMENTNAGE TOP = 388.81 C' DROP INLET �� DB 2649 PG 0 RO�� OPEN SPACE INV IN= 386.96 SIDEWALK ESMT TOP= 390.70 - (15" HOPE) S87 °40'07 "E 161.63" INV OUT= 388.30 SIGHT DIST. ESMT FONTANA OWNERS \ INV OUT= 386.52 ASSOCIATION DB 266 1 PG 319 (15" HDPE) S81 °57'3 1 "E 7 64.93' PID: 78E -B \ (15" HDPE) FONTANA OWNERS 42" HIGH SAFETY FENCE. COORDINATE MATERIALS D8 2661 PG 319 c ST EET LINE AS SHOWN TMP��8EG8 281 GRASS AREA TO BE ASSOCIATION INC ON PLAT RECORDED IN ZONE R6 WITH ARCHITECT AND OWNER. SEEDED AND % __ _ -_ � �_• DB 1896 PG 281 R -6 0603595 PG 85 FONTAI�( AND TRUST - ` OAT D 2/20/2008 / MULCHED D.B. 1 80 PG. 67 - 20' PUBLIC TRIM CAP WITH CONTINOUS PROPOSED GRADE _ - -- -L._ TEMPORARY DRAINAGE ESMT ADHESIVE (SEE PLANS) TM' oS��AC -A _ - - - CONSTRUCTION ESMT DB 2661 PG 319 (AS PER MANUFACTURER'S % S E <•: .. ;, L 7 -- TC� DB 3595 PG 85 IRS - _ IRF "_- RECOMMENDATION SSMH f DROP INLET _TOP= 392.04 r - -- `\ �-� \ INV IN= 396.48 20' ACSA SANITARY " D / ( \ (1.5 ° RCP) SEWER EASEMENT c, / < n INV IN= 381.50 (8" PVC) -� �_ J > INV OUT= 396.21 DB 1729 PG 315 /- v INV OUT= 381.36 (8' PVC) 2.539 `� GRANULAR DRAIN (SEE BSL BSL Bs SL APPROXIMATE\ (15" RCP) NOTE 11 THIS SHEET) / ? BSL BSL -� -I- '``_ - \� 1 T \ GAS LINE ,oe8oeoo GAS LI E \ FILL BETWEEN AND :''" eppa^yo;,eeojepe FILTER FABRIC \y i BEHIND ANCHORS REBAR (TYP.) 15' 8014 D11v SELECT MATERIAL (SEE U, y L De SETS DROP INLE PID: 78B-03-1 3 A 25' Z � S C' 9 D � HEIGHT \ s \ H �, o esL � � ci `� T P= NOTE 12 THIS SHEET) z AVEMORE EXTENDED, LLC UGE -E� .Q] �_�� NE 0 40O.9S e INV IN- 39.22 VARIES TO BE APPROVED BY DB 3623 PG 689 SC - - I a I P1 7 1 I F DROP INLET D' 88 03 D �) D _ZONED: R -15 °� `°° \ KE AVEMORE coM ^" P^ -gam (D , b (15" RCP) \ GEOTECHNICAL ENGINEER / TOP- 393.68 8S n _ / �t c n n " :.. INV OUT= 395.22 49 G 476 / GEOGRID INV IN 3 92 I \ I / v:. C)GT v � ^:,, 15 " RCP ) ZONED: R- 15 & >! U, NECESSARY \ AS \I 1. 1 ( 5' HOPE) �;;: � BUILDING 1 � '\ ( ) t INV OUT- 385.72 z 8,600 S.F. i i � PER WALL HEIGHT 15 HOPE) co FF 398.00 NEW INV. -IN- 395.42 _ �''^� n SSMH \ \ u n i I V 397 � » t T L, D \ / TOP=-398.15 \ \ \ 22 LF 15 �v ^ 398- -399 STORM MH s 13 1 n INV IN= 392.33 (4" PVC) w 1 " OUT= 399.68 p�[���L uGE �1 HDPE 0 2.0� wi OUT- 399.68 \ EMBEDMENT \ S RAIN DAYLIGHT E AGE INV IN= 392.33 4' PVC - m r ei� / �� UG _ ( ) � m NEW YD -1 NYLOPLAST INLET RCP) BENCHMARK \ VARIES* DIvIS10N \ INV IN-39_.03 (8' PVC) I D �, PAINTED 'X' ON INV our = 391.91 (8" PVC) EX ITARY STRUCTURE WITH DOMED LID ° w ,� DI CORNER 401.23 TERAL TOP= 399.89 ° � N 3901630.7869 INV OUT= 395.86 m I E 1 1498385.6701 \ zA9_\ Y - (T'P OF 4) \ MISCELLANEOUS COMPACTED GRANULAR BASE OR OPTIONAL NUSED�LATERA S r ; SIGN CONCRETE LEVELING PAD NEW NDS 5 PRO SERIES ° I � 01 €v D I � SHAL BE �A�IDOAI€ ° �' ° . o -' CHANNEL DRAIN WITH 5 "x20" 1- 2. "� � � � r+ SSMH v PER AG�SA DIECTION P ° PEDESTRIAN TRAFFIC _ \ - d - " PER 8" HIGH BLOCK \ TOP 394.81 I CHANNEL GRATE PART NO. MAX. WALL BATTER INV IN 89.09 (8° PVC)_ \o I n z - 826 OR APPROVED EQUAL INV our = ,188.94 (8" PVC) g' 8'I � A ,. . ? n - _ BUILDING 2 `� w > II 9 BSL SL BSL SL \ SFr 2 -STORY BUILDING ;; 15' POWER SEGMENTAL RETAINING WALL \ i I ESMT C `<: -�- I g 11,400 S.F. m z r I 7 T P. S ACSA AcsA A sA- I 5,700 S.F. FLOOR ? DB 2743 _ NOT TO SCALE ,qq � ( ) �V n At SA' ACSA C` A AC V- NLS� ° w PG 19 1 ➢ m NLS \ cnn �° - u - w ACCESS VE SE ROAD SANITAR ( _ FF= 400.65 /� h -- - L11 L12 �, 6 °.: 40 o SEGMENTAL RETAINING WALL NOTES S "� MISCELLANEOUS 5AN SAN \ w 4 �F LAMP SIGN DROP INLET SAN SAID DROP INLET ` 1,. I �. REMOVE EXISTING t D F F� 9.5 52 0' 15' (b z .fin WATER LINE ° POST STREET INV IN= 403.11 NAME (15" RCP) INV T =391. 2 15� HDPE � �X_� g" W��CR �I�\IE U� � 9 ➢/ ° n i n SIGN 0 INV OUT= 403.03 1. BOTTOM ELEVATIONS SHOWN ON THE PLANS ARE A DEFINITION OF THE GROUND ELEVATION, NOT ( ) : :� NEW 4 DIP WATER LINE _ _ ucr nnr GE THE FOUNDATION ELEVATION. FOUNDATION, DEPTH TO THE FOUNDATION, AND WALL STRUCTURE BSL - B �- ° of GT `u ' (1.5" RCP) W �-� -% III FIELD VERIFY SIZE u uGE ARE TO BE DESIGNED BY THE WALL MANUFACTURER. WALL MANUFACTURER SHALL MEET ALL ACSA il E qE- € YlS , 1 ( ) I r �- M -- a ALBEMARLE COUNTY DESIGN, SUBMITTAL, AND BUILDING PERMIT REQUIREMENTS. SEPARATE fl X CSA sAN<= uG G MIT REQUIRED D SHALL BE OBTAINED BY RETAINING WALL CONTRACTOR. PID: 78B-0-3-IA > � Ass A s '�� - � .. �L.. D' NEW ACSA WATER I° �� YIELD BUILDING PER AN » » MATTHEW NJ. WELSH n / `s A -� A,SA- 9 ��� �` 2. ALL RETAINING WALLS EQUAL TO OR GREATER THAN 30 IN HEIGHT SHALL HAVE A 42 HIGH DB 1504 PG 445 �� BSL-' BSL \ m ?..� . �_. 18.0.... LINE EASEMENT y SIGN IRRIGATION SL �.. - WATER METER �G SAFETY FENCE. ALL SAFETY FENCING SHALL BE IN ACCORDANCE WITH BUILDING CODE AND ADA ZONED: R-10 \ e; � � r � �'CO v '�`(R � ,_ O C <; "'(- INSTALL NEW BLOW °. Acs & CONTROL < REQUIREMENTS. 9 -fl . °�= '' I I Box �� 3. THE WALL MANUFACTURER SHALL INCLUDE THE SAFETY FENCE POST FOUNDATION DESIGN WITHIN - - OFF AT END LINE i i P E III A _ -- - U➢ /U �p ° °. 0 ° h ` `' THE WALL DESIGN. ACCESS ESEME� �T ACSA IRE _ -� u/ "v . ?> pY 1R� n 20' ACSA - tC O \ \ DB 3595 PG 1 1\� L9 _ uGE - v i` , n ° I WATER L- E ESMT ~ �4. PROVIDE SEGMENTAL RETAINING WALLS WHERE INDICATED ON DRAWINGS. RETAINING WALL LAMP If PHAS Ili cEy` �� - , '� / 1 y ''` \ MATERIAL AND COLOR AS SELECTED BY THE OWNER. vr: A �' S� 9H7 .7?. ..�� e / DB 2661 - �_AGSA�\ Z F< Nis POST , uGE - / ��.i r� 1 � u r 5. DESIGN SEGMENTAL RETAINING WALLS TO CONFORM TO THE REQUIREMENTS OF THE NCMA �`��. E �"`� � ° . __ - � � 0 ��, PG 319 A , » c 4 ) T -4'00 09 R ! / o (.SA- .:::: >.. >.a.:..,_..> D EL ' TYP �� uG l� _ � _ �, � _ � .. DESIGN MANUAL FOR SEGMENTAL RETAINING WALLS. �( U�, -" IN 1!' -. 39 6 (4 11 E): _ _ SA E AF = i �: e . , o.1p 3 8" PRIOR TO THE START OF WORK, PROVIDE RETAINING WALL DETAIL SHOP DESIGN DRAWINGS 6 D VIRGINIA SHOWING WALL ELEVATIONS, DROP INLET � \ s .. BsL -� � �: �., .,�. - � �-� ➢ � � > /�>> >~ N\ y\ F \\ \ � SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN . BSL e y F. p i / s GEOSYNTHETIC TYPES AND LOCATIONS, BACKFILL MATERIAL, AND OTHER DETAILS REQUIRED TO TOP= 392.63 IRF L %, �. CU - ➢ > "' �' I ` -�� CONSTRUCT THE WALLS. OBTAIN APPROVAL FROM ALBEMARLE COUNTY BUILDING INSPECTIONS INV IN= 384.35 �' \ F. C?ROP,. LET . SUF. ACE C �) ,� 1G v o - ;<:::, -� - eS, . TOP =35 .39 `� EW �' E r - 02 �., s� �` �-- FOR DETAILED SHOP DESIGN DRAWINGS PRIOR TO CONSTRUCTION. (7 5 HDPE) �� c P. VIN -. 9 ©:95 L0 r / c o a �.,., INV our= 384.21 \ `�� ACSA EASEMEN`F� �(�� , �� ' CS g' /, CSA- - - A .F 7. GEOTECHNICAL INFORMATION REQUIRED FOR THE WALL DESIGN IS THE RESPONSIBILITY OF THE (1s° HDPE ' I (5 HD )CLL'j�59 . PG 719. .... 5p P L�OAD#NN� �A g_ S �. '/ AC ONE WAY Ins \� �- W WALL DESIGNER. > _ PA P L0 . i I ' l(y ;DUT- .390.85 / �.E:(2 AcsA > SIGN ``�� 8. EXTERNAL STABILITY ANALYSIS FOR BEARING CAPACITY GLOBAL STABILITY AND TOTAL AND \ r AHA (15 HDPE} ��!✓�5�0 CSA ATER ti AcsA ,� i . _LE ' ONE \` DIFFERENTIAL SETTLEMENT ARE THE RESPONSIBILITY OF THE WALL DESIGNER. ED A ` \ 9. PROVIDE BASE LEVELING PADS OF COMPACTED AGGREGATE OR NON- REINFORCED CONCRETE TO .: LINE 1 sMT NEW 45 HB ;;;: >:<�- Gr e� wAY ��s DUMPSTER w r� �-� L / / r >. `/ �i �P H �\ PAD y TDB .2661: PG 3.1,9 n. BS gS� GS ` 20' Pt LJC c ONE SIGN ��� ACSA THE LINES AND GRADES SPECIFIED BY THE WALL DESIGNER. PAD SHALL BE 6" MINIMUM /-WITH n 15 POWER ESMT - f ' w �� 2� l u��f - -�N DRAM SE ESMT F WAY \ -� DB.. 274,E PG 191 r SP tE - y THICKNESS, AND SHALL EXTEND 6 MINIMUM IN FRONT AND IN BACK OF THE WALL UNITS. "' "` /G , DB 661 19 SIGN 10. GEOGRID SHALL BE MANUFACTURED SPECIFICALLY FOR SOIL REINFORCEMENT APPLICATIONS, AND FENCE � : } ' .: �_ P-' � U�� / PID: 78B -05-34 r\ / GE E<; ��- - / S PERPENDICULAR TO ALL SHALL BE ORIENTED WITH THE HIGHEST STRENGTH AXIS HE W AVEMORE PHASE IV �� DROP IN, ET . ` �� E� y� /y -AE \,\ P ALIGNMENT. AT CHARLOTTESVILLE LLC :� <:. L �` DB 3947 PG 1 12 v TO 6;�8 " „ AT R NG1J 11. GRANULAR DRAIN FILL SHALL BE AS SPECIFIED BY THE WALL DESIGNER, AND SHALL CONSIST OF ZONED: R -15" i J'- �.Oa /�G N� 8 IPC AL1r ,�..,' CLEAN ANGULAR GRAVEL, MEETING THE FOLLOWING GRADATION AS DETERMINED IN ACCORDANCE W Ip s ,G� E \� M B 2661 pG 319 : CsA ONE WAY WITH ASTM D -422. ��V:' 6 U NV UT -3.c 9.8- .. �. r %�E4, TRANSFORMER SIGN SIEVE SIZE PERCENTAGE PASSING BOLLARD _/ 1 �' co (15'' HDPE) �; E� AND PAD AGS° (TYP) w a o, � , � .. / �' - Q . _--- AcsA ,�;.,.;� AE ---- -R '-s-" 100 �'v \ -__� 1 INCH O \ DROP INLET �� u P its• A - J� 75 -100 a / �'' x PRIVATE � / i � ` �� ,� �.. -�> �!�20' \ 3/4 INCH TOP= 393.39 W P OPERT\, E / :::: G F 0 -60 � v sP c n P �� NEW WATER MET A? NO. 4 INV IN= 383.57 f c� ' S�GN PRIVATE ROAD N0. 40 (15" HDPE) w /l �` (if SP i P PCSP,:'` ACCESS EASEMENT ` q (TYP OF 4) BACKFLOW PREVENTORS NO. 200 INV OUT= 383.44 �? � � I > ! = FC �.;�> ?`"'� "`" DB 2661 PG 31 °� � � ARE REQUIRED FOR EACH CONNECTION 0 -5 \ (15" HDPE) '; � T FF, ,� �. P DROP INLET ;: SP D TOP= 401.60 qF 12. REINFORCED FILL SHALL BE AS SPECIFIED BY THE WALL DESIGNER, AND SHALL CONSIST OF INV 1N= 393.43 INORGANIC USCS SOIL TYPES GP GW GM GC SW SP OR SM MEETING THE FOLLOWING \ DROP INLET ESMT FOR PAVED \ IRS c F c, Z% P PE� ➢ r" `' (2) " RCP) A�\ GRADATION AS DETERMINED IN ACCORDANCE WITH ASTM D -422. TOP= 394.32 - ' - F (:,c C`s> INV OUT= 393.43 PARKING AND � /� ,g �N d \ / � PE � �'- (21 " RCP) SIEVE SIZE PERCENTAGE PASSING INV IN= 383.02 TRAVEL WAY r ?F (15" HDPE) DB 3595 PG 85 r �'�/ P \� CSP �/ NV rN= 383.11� `�`� "� ��� INLET 4 INCH 100 ( ) / SAD ?\A � � n DROP I LE NO. 4 20 -100 � G 15" HDPE `� , i� n m TOP = 405.14 IN OUT= 382.95 S SF P� \ n �� OND F f ; v INV IN= 394.73 \ N0. 20 0 -60 18 HDPE) �� P $S /� �/ - DROP INLET :�. �l �vo 59 5 p/ PCS ➢ � INV IN = 393.37 (15" RCP) f" N0. 200 0 -30 P INV IN= 399.13 f c / Y 3 F (21" RCP) A $� E{ n (1s" RCP) ' THE FINE FRACTION (MINUS N0. 40.) SHALL HAVE A MAXIMUM LIQUID LIMIT OF 40 AND A INV IN= 396.74 MAXIMUM PLASTICITY INDEX OF 20. THE FILL SHALL BE FREE OF DEBRIS, ORGANIC SOILS, AND INV OUT= 394.68 N P Q��(� 5\ y a D r' (15" RCP) EXPANSIVE SOILS � �_ �;;;;.. A Q / G (2 7 " RCP) � � P C.� INV OUT= 393.20 �`f<r STREET PGA �� / S ➢ 13. PERFORATED SUBDRAIN SHALL BE PVC OR CORRUGATED HDPE PIPE. SUBDRAIN SHALL BE 21 ' PRIVATE ROAD 8" LUG - ,_ 4° n (24" RCP) m ACCESS EASEMENT N -SP PERFORATED OR SLOTTED. \ SIGN F ESMT FOR PAVED PID: 78 -581 ➢ ' PARKING AND �' v 14. CONSTRUCT SEGMENTAL RETAINING WALLS IN ACCORDANCE WITH THE WALL DESIGNERS _75 � AVEMORE APARTMENTS LP ` TRAVELWAY y C/O RIVER FUND MGMT I LLC ➢ INSTRUCTIONS. SP/ , / � DB 3595 Pc 85 , DB 2662 PG 315 15. CONTRACTOR IS ADVISED THAT STORMWATER SHALL BE ROUTED AWAY FROM THE RETAINING WALL / 20' ACSA WATER c) G ' AGSAn ZONED: R -15 m DURING CONSTRUCTION. / LINE ESMT �/ w m DS 3595 PG 119 'n', \ \ ' U v / DROP INLET TOP = 394.15 _ VARIABLE WIDTH r�T 4!z.: \� STORM DRAIN ESMT / INV /;N =382 F6�/ \ fy DB 3595 PG 124 \ ' r� / r➢n 1 ADDRESSED COUNTY COMMENTS ARB COMMENTS DJM 11/19/07 TH of DESIGNED BY: PROJECT: SET REV. NO. RU AVEMORE LLC 2 ADDRESSED COUNTY COMMENTS DJM 12/11 /07 j, IF THIS DRAWING IS A REDUCTION ENGINEERS II - FINAL SITE PLAN �9,` \ 8 3 ADDRESSED FINAL ARB COMMENTS DJM 1/18/08 GRAPHIC SCALE MUST BE USED DRAWN BY. PHASE I 4 ADDRESSED ACSA / COUNTY COMMENTS DJM 2/21/08 SCALE: 1" = 20' SURVEYORS TO ALBEMARLE COUNTY, VA DRAWING NUMBER: ERB R . I PLANNERS TITLE. 5 ADDRESSED FINAL ACSA AND 3/17/08 ARB COMMENTS DJM 4/2/08 2 DIHR BY: UTILITY PLAN C -6 8 ADJUSTED UTILITIES PER NEW BUILDING 2 LAYOUT RU 3/7/14 o � -,a w`� AsSOCIATES DMJ SHEET NUMBER: PO Box 4119 3040 Avernore Square Pl. 20' 0 20' Lynchburg, VA 24502 Chulotte ilie,VA22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Phone: 434.316.6080 Phone: 434.984.2700 CIVIL H: 1 " =20' 1 DNAL www.wwassociates.net 213108.02 21310802C_C6.dW9 V. N/A 7131107 7 of 15 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE 3 'O N_ U UI O O CV i act v act Q c v a N 0 0 N i co EE L 0 Q i o� Y 0 i 04 i NOTE: T E: �- ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT Y County of Albernarle Conservation Plan Clieckilst -To be placed on Landscape Plans (Handbook, pp 111 - 284 - 111.297 for complete specifications) 1. The following items shall be shown an the plan- ` ❑ Trees to be saved; Limits of clearing (outsidedriplin_ oftrees to be saved); Q Location and type of protective fenciag; ® Grade changes requiring tree, wells or wails; \ ❑ Proposed trenching or tunneling beyond the limits of clearing, 2. Alarkinpsr ❑ All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators.. ❑ No, grading shall begin until the tree marking hus been inspected and approved by it County Inspector. 3. Pro Construction Conference: EI Tree preservation and protection measures shall be reviewed with the contractor on site. EXISTING 3" - -� c� AU�LI TREES TO `- CR��Qb OPEN SPACE 4• Equipment Ogeration and Storage- REMAIN (2 EA.) FONTANA OWNERS ❑ Heavy equipment, vehicular traffic and storage of constructionmaWriuls includin.- soil shall not he permitted within fire dripti ies oftyces -- ASSOCIATION to be saved. PID: 78E -B D.B. 1896 PG. 28 1 S. Soil Erosion and Stermwater Deter tlon Devices: FONTANA OWNERS rl TMP 78E -8 ASSOCIATION INC ❑ Such devices Shull. not adversely affect trees to be saved, DB 1896 PG 281 ZONE R6 o —� ZONED: R -6 ti. Fires: ( TAB AND TRUST 3" fv1APLE pEE — 4 -CBC ❑ Fires are not permitted within 100 feet of the dripline of trues to be saved. .o. 1 � So PG. 67 L,� /o � \ — - -- - --� �3 =FG TN1 78 E -A / ( J �-,� -_ t. �. - YP ❑ Toxic materials shall riot be stored within IOQ fact a the pline of trees to be saved.. .G59 AC. Toxic iwlateriaiss c within f e dri / N 0 1F F \ <.., k . \ i `_ \ / S. Protective Z+eaclrr>;: / 9 I B •• \ � �0 A ❑ Trees to be retained t+ ithin 40 feet uFaproposed buildingor grading activ4 shall be protected by fencing. s - ❑- Fencing shall bu in place and shall be inspected and approved by a County Inspector prior to grading or construction, i a i t O --� True -�vettti: SL •1 -. L / B E N E • \ I / ❑ When the ground level must be- raised within the dripline of a tree to he saved, a tree well shall be provided and u construction detail - ( LAWN \� *� j, � r � � P) c� submitted for approval. , %,� 25" e� BEDLINE Ij 10. 'free Walls- �, : � Qs c - � (TYP) — 5 - FG L �- �B 3 f�q� 25' � ❑ When the ground level must be lowered within the dripline a true to be saver!, a true wall shall he provided; alai a construction detail / z _ 77 1 - LS AVEMORE EXTENDED, LLC c U BSL f'C s E� \ submitted for approval. HATCH ARE \ � D 11. 'S'renchin and Tunneliag- ADB 3623 PG 689 1 - B \ \' TYPICAL ZONED: R- 15 �� --� -�- ,� , - qG U - l� tiVhen trenching is reRuired' trititin the iimits of clearing, it shall be dare as far away front the trunks of tri=es as'possible, Tunneling i •` . ' - � ,� - ,� •� � under n large tree shah be considered as an alternative when it is anticipated that accessary trenching will destroy feeder roots. / i �' \� ➢ q ... � BUILDING 1 �."� }� 7 -MP I z 8,600 S.F. - n 2 -AG \, J 51 6 - LS - 8.00 $- ` 12. Clca - n ��— ❑ Protcetive fencing shall be the last items removed during the Final cleanup LOT F HATCH A r \. CBC 4 FG � � � TYPICAL • 2 AG _ � O A � \� � w � \ � 13. llama � :..,� PARCEL B1 � � � � 3 -AG r ,� E AGE UGE 3 -AG �_� �"'� � \ ❑ Damaged trees shall be iri ated intmcdiateiy bypruning, fartrlariazrnrotlterntethsrds recomntUilded byatcce sae ciu(isr / r f U G -t _ G c� - I , ,' - 1VIS1ON �-- 1 -TOE LAJVN 1 TOE 1. NOTE :,I`1.1STHEDEVELO E1ZSl3ESPONSI ILIT YTOCONFERWLT Lc' 1UECCtr��rILkCTOROly'r",ECONsr, vacIor� \` n v \ 1 -AG ° ,l W U HATCH AREA �< 2 -AG ° ' Eczznrr'. 5 -M TYPICAL f 2-AG 4 , p W ° G IL 13, Lb 7 Oti�'HGRSIGi','[ Ulf' C > r i Q M I o ° z Ll f c 1 -AG W a Q a,, \ CONTRACT PURCHASER SIGNATURE (DATE) � T 7 -AG 8 P • n° �. Q \ NOTE. — I ) BUILDING 2 w �\ �,� -+ , Bs� s� p _ ' / CONTRACTOR MUST ABIDE BY CONSER�TION P HE —7 MP I y /� 9 _ s� T 2 STORY BUILDI�BC °° LAWf 0 ) T P. es� 3 -PV °° 11 400 S.F. \ D n 3 -PV— Acs — AcsA ACSA c 1- kt,700 S.F. /FLOOR) c 1, ° ,} `� At•SA— ACSA N SCARLET AWTARY A� LS_ s FF= 400.65 ' n Area Per Total ' � � EX 8" S 1 -AG (TYP.) m NL� - co Scientific Name /Common Tree In Area In SAN — IN L 1 1 L 12 a 1 -AG ° ° Key Qty. Min. Cal. Ht. Con. Notes S.F. S.F. • _.t �_ 96 -LS A� sArl W 3 -CBC ° Name � (� � < �`��=t C ��'> - � SAN s ' C "C EXISTING 2 OAK TREES / =�� F _ HA AREA ON WEST SIDE OF -t I EX 8" W ER ! lNE D ° Phase III -Tree Canopy Coverage In _ PROPERTY TO REMAIN. �� B: (� _ - UGC -,\ 6 W m W F 1 ° 2 CBC UGC _ Magnolia gran l ora Full Crown �— ACSA --� W :11 A+SE 111 1 -AG <` __ U(- - uGE 5 'Bracken's Brown Beauty'/ 6' -8' B +B Straight 82 410 PID: 78B -03 -1A 40 ". - n C, SAN 1 -CBC - uc Southern Magnolia Trunk rn 1 -PV i � A SA— A s • }}��yy 1 -AG I �� - MATTHEW M. WELSH l - A A- 65 � 11� �� DD 1501 PG 445 g Gleditsia triacanthos inermis Ful CroMm Straight ZONED: R--10 \ �, '' Bs�5 =F - m -PV • 3 -AG 1 -CBC 2 -FG 'Shademaster'/ 2 1/2- Trunk High Bad 6 784 _ \ i> >^ �- 17 IB 4 F V 1 -FCC, 1 \ 2 -CBC h _ -CBC,` 16 Thornless Hone locust / B +B at V40 424 , �r A 1 P �I k Y PH E iii ° 1 �I 1 -AG `I 2P ➢ T 1 -CBC / " Full Crown 6 -MP �9 m` �6 L,FG' 7 _ " °�' 1 -CBC„ 4 Quercus coccinea /Scarlet Oak 2 1/2" B +B Straight 370 1,480 LOT 18 -IB Ij AcsA - NLS _ G o - a a 1 -ABC DEBORAH MCANDREWS PV • t: / 2- G SA AG Trunk REMOVE AND REPLACE - -A °� -AG �, sA. 9 D.B. 3286 PG. 8 3 i K i sA t r�A- / Full Crown j 4 -IB uG S � �: � Corms kousa , EXISTING DYING TREE _ Bs� - BS_ �/ �� m • / 2 :' j j 6 -7 B +B Straight 128 1,408 TMP 788 -3 -18 \ 0 \ 1 -FG �r 3 -FG ` _ - v �"`` M Kousa Dogwood Trunk ZONE R 10 W/ ONE ADDITIONAL �� _ — USE: RESIDENTIAL EASTERN RED CEDAR. F �' - -- -PV Full Crown �s C E F AP XIMATE- REI�OF G GRID Juniperus virginiana 'Brodie '/ �/ 4 FG LO 2 O -CBC ... i >> , DE l N BY THERS ��- - 14 Eastern Red Cedar 4 5 B +B Straight 16 224 PV - csA Trunk -FG PARCEL B1 _ /� 2 -FG AG _ A 1 -PV \�-- -- � � 1 C B C Lagerstroemia indica Full Crown IRS 1 -PV DIVISION 1 -PV "' E� c� 69-79 B +B 77 1,694 \ - - 10 -MP \� �;; , R�- � _ 'y - � i Natchez /Crape Myrtle Multi -Trunk '" G �E 1 -CBC Phase III -Total Tree Canopy Coverage - 12,000 S.F. 20 25�,- e „`` C— Act / PGSP i 2 -FG PID: 788 -05-34 " < "� ��� � ., 1 -PV i � �E� il' �' :.` ` R --�`% Phase III - Interior Landscaping Shade Trees AVEMORE PHASE IV t, l < :: gS 25 <i L� —_ �y/ �P P g ) AL CHARLOTTESVILLE LLC :. 9 �� G� t5 �� �A " —a \ iii <� �-�� � R N - V�� Gleditsia triacanthos inermis Full (ram �y,�,# DB 3947 PG 1 12 > /'' '. �pJp,T _ C Strolght ZONED: R -15 j \' 8 U, AL v 19 � °" '� 1 Shademaster / 2 1/2- B +B Trunk Ko 424 424 T w 3- - M G 3 Acs Thornless Hone locust U ;D :, 3 -F -I, \ ^ : : >. :. y at 6'-0' BOLLARD / SPl' (TYP) w r • ®R: 5 -F / �O ��� (N) AcsA Ac,` . " Full Crown 1 -PV 7 Quercus coccinea /Scarlet Oak 2 1/2 B +B Straight 370 2590 \ D r »> Trunk �'> tP fig �J G r R•<^ >'"'`r, � . Phase III -Total Interior Landscaping (Shade Trees) - 3,014 S.F. 1 �V I: 15' P \ Phase III - Interior Shrub Canopy SP \N � D r \ �F Thuja occidentalis 'Emerald'/ 7 i ti � rn �; �� �� TOE 2 4 -5 FULL 28 56 PHASE III LANDSCAPE TABULATION IRS c P -P' �� PGSP P Emerald Arborvitae Gal. rt' I. TOTAL TREE COVERAGE: \,. "" i� `N / PE� y I; \ " 3 18 -24" ` ASP � P Y Ilex cornuta Burfordii " AREA INCLUDED IN PHASE III DEVELOPMENT: 1.89 AC. �9'� A ��� ® cS P�/ y \ � .- IB 47 Dwarf Buford Holly / 24 -30 Gal. Spread 57 2.679 AREA IN PHASE III REQUIRING TREE CANOPY. 1.89 AC. S� G rn rn PERCENT OF TREE COVER REQUIRED: 10 PERCENT (.10 X 1.89 AC.) = 0.19 AC. OR 8 233 F `" P� /:GOAD Q�P % \ r FG 87 Pennisetum alopecuroides/ FULL 3 3 -yr Rooted 0 0 fi : € � n rn TOTAL EXISTING TREE CANOPY COVERAGE PRESERVED ON SITE: '� / N OIN c5 Fountain Grass Gal. Min pg5 / � _ " t, m 2 OAKS X 370 S.F. = 740 S.F. X 1.25 = 925 S.F. „ P /ORE 5 p PGSP / v Abelia grandiflora /Glossy " PROPOSED TREE CANOPY: (SEE CHART, THIS SHEET) 12,000 S.F. �l yE 3595 AG 34 Abelia 24 -30 Gal. Spre d 14 476 _ P A DB SP �� �- --` " TOTAL TREE CANOPY PROVIDED: 12,000 S.F + 925 S.F. 12,925 S.F. / Pc P�/� E�� 5���'` \ W JC 25 Juniperus conferta /Shore 10 -12" 2 18 -24 0 0 II. PARKING LOT LANDSCAPING �! P�/ �� �IP��R / U ➢ r" Juniper Gal. Spread � ... Pcr P S �� " PHASE III IMPERVIOUS AREA (ROADS & PARKING AREAS): 1.10 AC. OR 47,808 S.F. � < / ��f 44 y Cotoneaster dammed / " 3 18 -24 INTERIOR LANDSCAPE REQUIRED: 5 PERCENT 05 X 1.10 AC = 0.06 AC. OR 2,390 S. \N -SP / U CBC 34 Bearber Cotoneaster 12 -18 Gal. Spread 3 0 (• ) \_ \ P �� � PID: 78 -581 � rY P SHADE TREES REQUIRED: 1 TREE PER 10 PARKING SPACES � > :/ 'Pe 4�% '�' AVEMORE APARTMENTS LP " 74 ON -SITE PARKING SPACES /10 = 8 SHADE TREES, /-31 C/o RIVER FUND MGMT I LLC \ MP 47 Myrico cerifera /Southem 24 -30" 18 -24 7 OAKS X 370 S.F. = 2,590 S.F. SP /``' "' G�� " 18 846 `� AcsA oe ONE PG 31 s m Panicrum virgatum G31• 3 -y Spread Rooted ZONED: R- 1 S 1 HONEYLOCUST X 424 S.F. = 424 S.F. D _ PV 24 " „ INTERIOR LANDSCAPE PROVIDED: 2,590 S.F. + 424 S.F. = 0.07 AC. OR 3,014 S.F. "Shenandoah "/Switch Grass FUG Gal. Min 0 0 SUMMARY v \ 3,014 S.F. PROVIDED > 2,390 S.F. REQUIRED y 2,053 Liriope spicata /Spreading Well Rooted 2" Plant 18" 0 0 Gc� y Liriope Pot O.C. 7 OAK TREES & 1 HONEYLOCUST SATISFY SHADE TREE REQUIREMENTS. \ Phase III -Total Interior Shrub Canopy Coverage - 4,159 S.F. 1 ADDRESSED COUNTY COMMENTS ARB COMMENTS DJM 11/19/07 7 ADJUSTED LANDSCAPING AND SIDEWALK AROUND BUILDING DJM 6/25/09 ,� DESIGNED BY: PROJECT: SET REV. NO. COUNTY COMMENTS DJM 12/11/07 ND UPDATED LANDSCAPE TABULATIONS AND REPLACED OF �' RU AVEMORE, LLC 2 ADDRESSED LACE DYING TREE. l IF THIS DRAWING IS A REDUCTION ENGINEERS PHASE III — FINAL SITE PLAN hI�'�I� 8 3 ADDRESSED FINAL ARB COMMENTS DJM 1/18/08 8 ADJUSTED LANDSCAPING AND SIDEWALK AROUND PHASE III —B RU 3/7/14 GRAPHIC SCALE MUST BE USED DRAWN BY: 4 ADDRESSED ACSA /COUNTY COMMENTS DJM 2/21/08 BUILDING, UPDATED LANDSCAPE TABULATIONS, AND UPDATED SURVEYORS To ALBEMARLE COUNTY, VA DRAWING NUMBER: ERB R I SCALE: 1 " = 20' PLANNERS TITLE. 5 ADDRESSED FINAL ACSA AND 3/17/08 ARB COMMENTS DJM 4/2/08 UTILITIES AND UTILITY LINEWORK. 2 DIHR BY: LANDSCAPE PLAN C -12 .-t wa AsSOCIATES DMJ p p �'"�i SHEET NUMBER: 6 ADDED PHASE IIIA AND IIIB DJM 12/9/08 �' t� PO Box 4119 3o4oAttemeres 229111. WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: '4 20 0 20 Lynchbwg, VA 24502 Chazlottesville, VA 22911 SIQIVAL ��% Phone: 434.316.6080 Phone: 434.984.2700 CIVIL H: AS SHOWN NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE wwwmwassociates.net 213108.02 21310802e_C12.dwg /A 7131107 13 of 15 V. N