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SDP200200020 Plan - Approved 2002-12-11
'; I ...... ( 1 MISCELLANEOUS NOTES 1. THIS PLAN IS TO BE USED FOR SITE -GRADING PURPOSES OUTSIDE THE BOUNDARY OF THE BUILDINGS. 2. BASED ON GRAPHIC DETERMINATION, THIS PROPERTY LIES IN ZONE C ON FEMA FIRM 510006 0240E DATED 12/16/80. 3. THE AREA OF THIS PARCEL OF LAND AS SHOWN IS 27.156 ACRES. THE BOUNDARY AS SHOWN HAS BEEN CALCULATED FROM AN ACTUAL FIELD SURVEY. 4. THE EXISTING ZONING FOR THIS AREA IS R15. NO CHANGE IN ZONING IS REQUESTED. 5. THIS PROPERTY IS SERVED BY PUBLIC SEWER AND PUBLIC WATER THROUGH ALBEMARLE COUNTY SERVICE AUTHORITY. 6. THIS SITE PLAN HAS BEEN DESIGNED TO ALBEMARLE COUNTY NEIGHBORHOOD DEVELOPMENT MODEL STANDARDS AND PRINCIPALS. 7. THE COORDINATES AND ELEVATIONS SHOWN ARE TIED TO THE STATE PLANE COORDINATE SYSTEM. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION. 8. NEW BUILDING UNITS: 280 UNITS 1, 2 AND 3 BR APARTMENTS 9. BUILDING SETBACKS:. FRONT: 25 FEET,REAR: 20 FEET,SIDES: 15 FEET (ALBEMARLE COUNTY CODE 18-18.3) DENSITY: 10.31 DU/ACRE ABBREVIATIONS 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 RCP REINFORCED CONCRETE PIPE C & G CURB 8. GUTTER REQ'D REQUIRED CIP CAST IRON PIPE RESTR RESTRAINED q_ CENTER LINE RT RIGHT C.L. CHAIN LINK R/W RIGHT OF WAY CMP CORRUGATED METAL PIPE SAN SANITARY CO CLEAN OUT SQ SQUARE. CONC CONCRETE ST STORM CY CUBIC YARDS STA STATION DIA DIAMETER STD STANDARD DIP DUCTILE IRON PIPE SW SIDEWALK EL ELEVATION TBA TO BE ABANDONED ELEC ELECTRIC TBR TO BE REMOVED EX OR EXIST EXISTING TC TOP OF CURB FDC FIRE DEPARTMENT CONNECTION TYP TYPICAL FF FINISHED FLOOR UG UNDERGROUND FH FIRE HYDRANT UON UNLESS OTHERWISE NOTED HB HORIZONTAL BEND WL WATERLINE INV INVERT WT WATERTIGHT IPS IRON PIN SET WW WOVEN WIRE IPF IRON PIN FOUND YDS YARDS JB JUNCTION BOX 6"V 6" VALVE LF LINEAR FEET LT LEFT MH NOTES: 1. MANHOLE THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. GENERAL UTILITY NOTES 1. CONTACT MISS UTILITY AT 1-800-552-7001 48 HOURS PRIOR TO ANY GRADING OR DIGGING ?'O HAVE UNDERGROUND UTILITIES MARKED. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION. 2. ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN TAKEN FROM AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO DIG TEST PITS IN ADVANCE OF TRENCHING IN ORDER TO DETERMINE THE EXACT LOCATION AND ELEVATION AT CROSSINGS. IF A CONFLICT IS, DISCOVERED, NOTIFY WW ASSOCIATES AT (434) 582-6175. PRIOR TO BEGINNING INSTALLATION OF UTILITIES, CONTRACTOR SHALL VERIFY INVERTS AT ALL CONNECTIONS WITH EXISTING UTILITIES PRIOR TO PURCHASING OR ORDERING ANY PRECAST STRUCTURES. 3. ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY FIRE MARSHAL PRIOR TO FINAL APPROVAL BY THE COUNTY AND ARE TO BE INSTALLED ACCORDING TO COUNTY STANDARDS. 4. ALL BLASTING REQUIREMENTS TO INSTALL UTILITIES SHALL REQUIRE A PERMIT AND SHALL BE PERFORMED IN ACCORDANCE WITH THE ALBEMARLE COUNTY STANDARDS AND THE PROJECT SPECIFICATIONS. 5. ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT SPCIFICATIONS SECTION 302 AND SECTION 240 AND AS SPECIFIED ON THE DRAWINGS. 6. THE CONTRACTOR IS REQUIRED TO PERFORM ALL TESTS REQUIRED BY THE COUNTY OR ALBEMARLE COUNTY SERVICE AUTHORITY TO SECURE ACCEPTANCE OF ALL UTILITIES. i 7. ALL CONCRETE USED IN UTILITY CONSTRUCTION SHALL BE 4000 PSI CONCRETE IN ACCORDANCE WITH VDOT SPECIFICATION SECTION 219. 1 8. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL BE MADE WITHIN FOUR FEET OF ANY FIRE HYDRANT. 9. ALL HYDRANT BRANCHES SHALL HAVE A MINIMUM COMER OF 3.0'. 10. ALL UTILITIES TO BE PLACED UNDER EXISTING COUNTY STREETS MUST BE BORED OR JACKED UNLESS SPECIFICALLY �PPROVED OTHERWISE OR NOTED ON THE PLANS. 11. WATER METERS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION AND SHALL NOT BE INSTALLED UNDER EXISTING PIPING OR CLOSE TO OTHER FACILITIES. 12. FOR UTILITIES INSTALLED UNDER ROADWAYS AND/OR EASEMENTS PLANNED FOR FUTURE ROADWAYS, BACKFILL SHALL DE COMPACTED ' TO NOT LESS THEN 95 % OF MAXIMUM DENSITY; IN ACCORDANCE WITH VDOT SPECIFICATIONS, SECTIONS 523.03, 302, 303.10, AND 200.02 PER P.F.M. I 13. WATER AND SEWER UTILITY CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH( ALBEMARLE COUNTY SERVICE AUTHORITY WATER AND SEWER CONSTRUCTION SPECIFICATIONS. 14. A 10 FOOT HORIZiONTAL SEPARATION SHALL BE MAINTAINED UNLESS OTHERWISE SPECIFIED BETWEEN ALL WATER LINES AND SANITARY SEWER LINES IN ACCORDANCE WITH STATE HEALTH DEPT. STANDARDS. 15. ELECTRICAL POWER SHALL BE DERIVED FROM BUILDING ELECTRICAL PANELS TO GENERAL SITE LIGHTING IN ACCORDANCEWITH NATIONAL ELECTRIC CODE. GENERAL NOTES I 1. AREAS ON WHICH FILL IS TO BE PLACED SHALL BE CLEARED, GRUBBED, AND STRIPPED OF' TOPSOIL. SOIL MATERIALS SHALL BE FREE OF DEBRIS, ROOTS, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTIQNAL MATERIALS. THE MAXIMUM PARTICL'.E DIAMETER SHALL BE ONE-HALF THE LIFT THICKNESS. COMMON FILL MATERIAL SHALL BE UNCLASSIFIED SOIL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTEDED, LOCATION. BACKFILL AND FILL MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, GM, GC, SW, SP, SM, SP WITH A MAXIMUM ASTM D4318 LIQUID LIMIT OF 35, MAXIMUM ASTM D 4318, PLASTICITY INDEX OF 12, AND MAXIMUM OF 25 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. SELECT MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. 2. USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES; USE FILL AND BACKFILL MATERIAL UNDER PARKING AREAS, ROADS,! SIDEWALKS, AND OTHER CONCRETE AND PANED SURFACES; USE COMMON FILL MATERIAL FOR GENERAL SITE GRADING. PLACE MATERIAL IN 6" LIFTS. 3. COMPACT LAYERS OF FILL TO 95 PERCENT BY ASTM D 1557 BENEATH AND WITHIN 25 FEET OF BUILDINGS AND STRUCTURES AND BY ASTM D 698 BENEATH AND WITHIN DETENTION POND EMBANKMENTS, PAVEMENTS, WALKS, AND ROAD SHOULDERS, INCLUDING AREAS THAT MAY USED FOR FUTURE CONSTRUCTION. IN OTHER UNPAVED AREAS, COMPACT TO 90 PERCENT BY ASTM D 698. IF THE DENTISTY OF THE ADJACENT SOIL IS MORE THAN THE DENSITY SPECIFIED, THEN COMPACT TO A DENSITY NOT LESS THAN THE DENSITY OF THE ADJACENT SOIL. 4. ALL LAND, ON OR OFF SITE, WHICH IS DISTURBED BY THIS DEVELOPMENT AND WHICH IS NOT BUILT UPON OR SURFACED, SHALL BE ADEQUATLEY SEEDED AND STABILIZED TO CONTROL EROSION AND SEDIMENTATION IN ACCORDANCE WITH ALBEMARLE COUNTY AND VIRGINIA EROSION AND SEDIMENT CONTROL 'REGULATIONS. 5. THE STRUCTURE TOPS ARE TO BE SET AFTER FINE GRADING IS FINISHED TO AVOID UNNECESSARY ADJUSTING. 6. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF THE WATER ON THE SITE, PARTICULAIRLY ADJACENT TO THE BUILDINGS OR STORM INLETS. 7. ALL STREETS OUTSIDE PUBLIC RIGHTS -OF -WAY ARE T10 BE PRIVATELY OWNED AND MAINTAINED. 8. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES I.E'., WATER, SEWER GAS, ELECTRIC, TELEPHONE, CABLE, ETC., ARE III PLACE PRIOR TO CONSTRUCTION OF SUBBASE AND/OR PAVING. 9. PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE, CABLE AND GAS WHICH SERVE THIS FACILITY SHALL BE LOCATED WITH A MINIMUM 5 FOOT SEPARATION FROM PUBLIC WATER MAINS AND SANITARY SEWER. I 10. CUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. III 11. ALL EXISTING CURB AND GUTTER ALONG THE FRONTAGE OF THIS SITE IN POOR CONDITION OR DAMAGED DURING CONSTRUCTION SHALL BE REMOVED AND REPLACED TO THE STANDARDS AND SPECIFICATIONS OF ALBEMARLE COUNTY. 12. ALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS INDICATED OTHERWISE ON PLANS. 13. ALL CONSTRUCTION SHALL COMPLY WITH OSHA SAFETY' STANDARD FOR EXCAVATION 1926 PART P AND OTHER APPLICABLE OSHA REQUIREMENTS. 14. TO THE BEST OF OUR BELIEF AND KNOWLEDGE, THERE!ARE NO KNOWN GRAVE SITES ON THE SUBJECT PROPERTY. 15. THESE PLANS AND (PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHALL BE IN ACCORDANCE WITH THE CURRENT APPROVED ALBEMARLE COUNTY SERVICE AUTHORITY'S GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ANY AMENDMENTS THEREOF AND THE STANDARDS AND SPECIFICATIONS OF VDOT. i 16. GEOTECHNICAL EXPLORATION AND RECOMMENDATIONS SHALL BE PROVIDED FOR THE FOUNDATION OF THE EARTHFILL DAMS PRIOR TO CONSTRUCTION. 17. PLANTINGS WILL BE PROVIDED WITH MINiOR ADJUSTMENTS IN THE FIELD TO ELIMINATE CONFLICTS WITH OTHER STRUCTURAL FEATURES. COORDINATION NOTES 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS. 2. ANY TIME WORK IS PERFORMED OFF -SITE: OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. 3. THE CONTRACTOR IS TO CHECK THAT ALL. EASEMENTS, LETTERS OF PERMISSION, ETC. ARE RECORDED/OBTAINED PRIOR TO THE START OF ANY CONSTRUCTION. 4. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISTING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED, INCLUDING UTILITY POLES. 5. CONTRACTOR SHALL COMPLY WITH FENCINIG AND TREE PRESERVATION SIGNAGE REQUIRED BY ALBEMARLE COUNTY CODE. 6. CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS AS SPECIFIED BY THE CORPS OF ENGINEERS. ROADWAY CONSTRUCTION NOTES 1. ALL ROADWAY WORK WILL BE PERFORMED IN ACCORDANCE WITH THE ALBEMARLE COUNTY STANDARDS AND VDOT STANDARDS AND SPECIFICATIONS. 2. ALL EXISTING UTILITIES WILL BE ADJUSTED TO GRADE BY THE CONTRACTOR. 3. STABLE SUBGRADE IS DEFINED AS THAT SOLID, UNDISTURBED EARTH CAPABLE OF SUPPORTING STREET LOADING WITHOUT DAMAGING SETTLEMENT AS DETERMINED BY THE ENIGINEER. 4. WHERE UNSTABLE SUBGRADE IS ENCOUNTERED, IT SHALL BE MADE STABLE BY COMPACTION OR REPLACEMENT AS REQUIRED. 5. ALL CONCRETE SHALL BE CLASS "A3" UNLESS SPECIFIED OTHERWISE. 6. ALL BITUMINOUS SURFACE TO BE TYPE SM-9.5A (VDOT) UNLESS SPECIFIED OTHERWISE. 7. ALL BITUMINOUS BINDER OR BASE COURSES TO BE TYPE BM-25-0 (VDOT) UNLESS OTHERWISE SPECIFIED BY THE ENGINEER AND SHOWN ON APPROVED PLANS. 8. ALL DETAILS OF PAVING ARE SUBJECT TO FINAL APPROVAL BY THE ALBEMARLE COUNTY.ENG. DEPT. AND SHALL BE NOTED ON THE FINAL PLANS AND PERMITS. 9. CONTRACTOR TO GRIND OR MILL EXISTINIG PAVEMENT AS REQUIRED TO OVERLAY EXISTING PAVEMENT AND 10 INDUCE REQUIRED CROSS -SLOPE. PROVIDE HEEL CUT AND SMOOTH FINISH SURFACE BETWEEN LIMIT OF OVERLAY AND EXISTING PAVEMENT SURFACE. 10. SUBBASE DEPTH IS BlkSED ON AN ASSUMED CBR VALUE OF 4. SOIL TEST OF SUBGRADE MUST BE SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED SUBBASE THICKNESS PRIOR TO SUBBASE PLACEMENT. 11. A SMOOTH GRADE SHALL BE MAINTAINED FROM THE CENTERLINE OF THE EXISTING ROAD TO THE PROPOSED EDGE OF PAVEMENT TO PRECLUDE THE FORMING OF FALSE GUTTERS AND/OR THE PONDING OF ANY WATER IN TIME ROADWAY. 12. TYPICAL ROADWAY SECTIONS ARE BASED ON VDOT CONSTRUCTION STANDARD SPECIFICATIONS. 13. ASPHALT SHALL MEET REQUIREMENTS OF VDOT, ROAD AND BRIDGE. 14. PAINT FOR PAVEMENT MARKINGS SHALL BE TRAFFIC LANE MARKING PAINT, FACTORY MIXED, QUICK -DRYING, AND NON -BLEEDING. PAINT SHALL MEET REQUIREMENTS OF VDOT, ROAD BRIDGE SPECIFICATIONS, SECTION 231. 15. HANDICAP RAMPS SHALL HAVE EXPOSED AGGREGATE DETECTABLE WARNING FINISH, IN ACCORDANCE WITH VDOT STANDARD CG-12A. RAMPS SHALL NOT EXCEED A MAXIMUM SLOPE OF 12:1. 16. CONTRACTOR MAY BE RESPONSIBLE TO PREPARE AND EXECUTE A MAINTENANCE OF TRAFFIC PLAN INCLUDING TRAFFIC CONTROL SERVICES AND FLAGMEN AS REQUIRED AND NECESSARY. 17. METHODS AND MATERIALS USED SHALL CONFORM TO CURRENT COUNTY AND VDOT STANDARDS AND SPECIFICATIONS. 18. ALL UTILITIES, INCLUDING ALL POLES, NECESSARY TO BE RELOCATED SHALL BE AT THE DEVELOPER'S EXPENSE, PRIOR TO CONSTRUCTION. 19. ALL R/W DEDICATED TO PUBLIC USE SHALL BE CLEAR AND UNENCUMBERED. THE COUNTY/CITY SHALL OBTAIN A PERMIT FOR ALL SIDEWALKS WITHIN THE R/W THAT ARE NOT PRIVATELY MAINTAINED. 20. SIGNS 8. PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH VDOT STANDARDS. SITE PLAN NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO ALBEMARLE COUNTY AND VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS. 2. CONTRACTOR TO VERIFY FIELD CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY OWNER AND ENGINEER IMMEDIATELY OF ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND APPROVED PLAN. 3. EXISTING MANHOLE FRAMES AND COVERS AND VALVE BOXES AND COVERS TO REMAIN SHALL BE ADJUSTED OR RECONSTRUCTED, AS NECESSARY, TO MATCH FINISHED GRADES. 4. ALL INTERNAL STREETS AND PARKING AREAS ARE TO BE PRIVATELY OWNED AND MAINTAINED. 5. ALL INTERNAL WALKWAYS, UNLESS OTHERWISE NOTED, ARE TO BE PRIVATELY OWNED AND MAINTAINED. 6. EARTH SWALES AND STORM SEWER CONNECTIONS SHALL BE CONSTRUCTED IMMEDIATLEY FOLLOWING CLEARING AND GRUBBING. 7. ALL ON SITE IMPROVEMENTS ARE SUBJECT TO INSPECTION UNDER ALBEMARLE COUNTY CODES. 8. ALL STAIRS WITH THREE OR MORE RISERS ARE TO HAVE HANDRAILS ON BOTH SIDES. 9. SIDEWALKS ADJACENT TO TRAVELWAYS ARE 6 FEET WIDE UNLESS OTHERWISE NOTED 10. ALL CONDENSATE DRAIN AND OTHER PLUMBING CONNECTIONS ARE TO BE INSTALLED ACCORDING TO BOCA NATIONAL PLUMBING CODE. 11. CONTRACTOR TO VERIFY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICT EXISTS. CONTACT ENGINEER FOR CLARIFICATION AND/OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/HER OWN RISK. SITE/ARCHITECTURAL SOURCE NOTES 1. ROAD IMPROVEMENTS INCLUDING PAVEMENT DESIGN, STORM DRAINAGE, GRADING AND RIGHT-OF-WAY INFORMATION FOR FONTANA DRIVE WAS OBTAINED FROM PLANS PREPARED BY MCKEE/CARSON TITLED PHASE I FINAL.PUBLIC ROAD AND UTILITY PLANS SHEET #3. 2. THE BOUNDARY INFORMATION SHOWN HEREON IS BASED ON AN ACTUAL FIELD RUN BOUNDARY SURVEY PERFORMED BY WW ASSOCIATES, DATED 10/19/01. 3. THE EXISTING TOPOGRAPHY IS BUILT FROM AN AERIAL SURVEY CONDUCTED BY GEO SERVICES. THE HORIZONTAL DATUM IS VA GRID, SOUTH ZONE, NAD-83(93), IN THE U.S. SURVEY FT. UNITS. THE VERTICAL POSITION IS ON THE NAVD88 VERTICAL DATUM. THE BASIS FOR HORIZONTAL AND VERTICAL POSITION WAS DERIVED FROM EXISTING GEODETIC CONTRDL MONUMENT "BOYD". 4. NOTE: THE BUILDING INFORMATION (DIMEUN,IONS,-`UTILITY CONNECTIONS, ETC.) SHOWN ON THESE'PLAi<, .'V�S TAKEN FROM INFORMATION PROVIDED BY NAME: CLINE DESIGN ASSOCIATES - A,i�JITECT ADDRESS: 125 N. HARRINGTON ST. RALEIGH, NC 27603 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN THE MOST CURRENT APPROVED ARCHITECTURAL/M.E.P. PLANS AND-CtORDINATE SAME WITH THE SITE PLAN, PRIOR TO BEGINNING ST1' ::OUT AAD CONSTRUCTION OPERATIONS. PROJECT OWNER STONEHAUS DEVELOPMENT CORPORATION 114 WHITEWOOD ROAD SUITE 1, LOWER LEVEL CHARLOTTESVILLE, VA 22901 PHONE: 434-974-7588 I C(`CAlll EXISTING NEW DESCRIPTION --43�--- ---435 CONTOUR (INTERVAL AS INDICATED ON SITE PLAN) +56.1 +56.1 SPOT ELEVATION �YYY1 r'YYY1 TREE LINE HEDGEROW CENTER/EDGE OF STREAM FENCE AND GATE EDGE OF PAVEMENT ---- PROPERTY LINE - -- TAX MAP LINE RIGHT-OF-WAY OVERHEAD POWER ANp/OR TELEPHONE --SAP)--- SANITARY SEWER -- --d - - - STORM SEWER AND END WALL, TYPE AS INDICATED ---W---- W WATER LINE -- TW - - - ___T.W.___ TRAFFIC WIRE --UGE--- ---kf6E--- UNDERGROUND ELECTRICAL LINE --U.G-F--- ___ F__ UNDERGROUND TELEPHONE LINE -# ABANDONED OR REMOVED UTILITY STRUCTURE FUTURE STRUCTURE DEMOLISH OR ABANDON STRUCTURE WATER METER FH FH FIRE HYDRANT o0000 �o26Mal PIN am 0 FIRE DEPARTMENT CONNECTION WATER VALVE GAS VALVE SANITARY MANHOLE STORM MANHOLE DROP INLET SANITARY CLEAN OUT LIGHT POLE TELEPHONE POLE, WITH GUY AND ANCHOR POWER POLE SIGN TREE BUSH RIPRAP IRON PIN STATION EQUALITY BENCHMARK NORMAL WATER LEVEL SANITARY STRUCTURE S-1 SHEET REFERENCE C-1 1 STRUCTURE NUMBER STORM p-2 SHEET REFERENCE C-2 STRUCTURE 1 STRUCTURE NUMBER NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. w ' ENGINEERS SURVEYORS PLANNERS AsSOCIATES 147 Mffl RIDGE ROAD LYNCHBURG, VIRGINIA 24502 PHONE:434.582.6175 FAX:434.582.179 DESIGNED BY: AKS PROJECT: STONEHAUS DEVELOPMENT AVEMORE ALBEMARLE COUNTY VIRGD4 A REVISION NUMBER: 0 DRAWN BY: BED DRAWING NUMBER: TITLE: GENERAL NOTES REVIEWED BY: HFW - WWA NUMBER: 201094.00 FILE NAME: 1094GI.DGN DISCIPLINE: CIVIL SCALE: NONE DATE: 11122102 SHEET NUMBER: 2 OF 2T NO. REVISION .a� BY DATE N0. REVISION I BY DATE I PROFFERS ZMA 2000-010, SP2000-69.SP_2000-70 REZONING FILING NUMBER NO. A. THE CONCEPTUAL DEVELOPMENT PLAN DATED MARCH 28, 2001, LAST REVISED MAY 10, 2001 (THE "PLAN"), ATTACHED HERETO AS EXHIBIT A, 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 "TOWNHOMES," 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 THE DEVELOPMENT. C. IN SATISFACTION OF THE RECREATION FACILITY REQUIREMENTS SET 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 TRAVELWAY 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 APPROXIMATLEY 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 DEVELOPMENT? 2. IN ADDITION TO THE VILLAGE GREEN, OUTDOOR RECREATION FACILITIES WILL CONSIST OF AT LEAST THREE (3) LOTS TO BE PLACED IN THE APPROXIMATE LOCATIONS SHOWN ON THE PLAN (REFERENCE 4,16.2). 3. THE COMMUNITY CLUBHOUSE WILL CONTAIN AN OUTDOOR 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 APPROXIMATLEY 92,100 CUBIC FEET AT THE APPROXI- MATE LOCATION SHOWN ON THE PLAN. 2 THE REGIONAL SMM/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 f,7PARTMENT 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 DEDICTION 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 FEASBILE 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 SUFFICENT 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. 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 CO�NTY 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 A�PLICANT, WITH INTEREST. F. UPON CONSTRUCTION OR WIDENING OF FONTANA DRIVE, THE APPLICANT WILL CONSTRUCT A FOUR FOOT (4') WIDE, CONCRETE SIDEWALK ALONG FONTANA DRIVE, BETW1[EN AVEMORE BOULEVARD AND STATE ROUTE 20. G. INTEIRNAL WALKING PATHS SHALL BE FIVE;FEET (5') WIDE AND WILL BE PAVED IN ASPHALT. H. PRIOIR TO SITE PLAN APPROVAL FOR PHASE I OF AVEMORE, THE ARPLICANT WILL DEDICATE TO PUBLIC USE AN EIGHT FOOT (8') WADE 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 ARIEA BETWEEN WILTON FARM ROAD AND STATE ROUTE 20 NECESSARY TO, FACILITATE THE CONSTRUCTION OF A SECOND LEFT -TURN LANE FRIOM FONTANA DRIVE ONTO STATE ROUTE. 20, PROVIDED THAT SUCH RIGGHT-OF-WAY WILL NOT CREATE A ZONING VIOLATION FOR ANY EXISTING IMPROVEMENTS ALONG THE PATH OF SUCH NEW RIGHT -OF WA'Y. THIS RIGHT-OF-WAY WILL BE PROVIDED AT THE TIME THE AVIEMORE ROAD PLAN IS APPROVED BY A�BEMARLE 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 ( I ) A FORTY FOOT (40') �UFFER WHICH WILL NOT BE DISTURBED DURING CONSTRUCTION AND II) A SEVENTY FOOT (70') BUILDING SET BACK. K. THE APPLICANT WILL CONTRIBUTE THE LESSER OF (I) 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 SUCHISIGNAL, 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 SIGNA� (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. II ZMA 00-110: WAIVERS, VARIATIONS, MODIFICATIONS, SPECIAL USE PERMITS THE COMMISION APPROVED A WAIVER REQUFST, IN ACCORDANCE WITH SECTION 4.12.6.5(C), FOR ANGLED AND CURVILLINEAR PARKING AS WELL AS A WAIVER REQUEST IN ACCORDANCE WITH SECTION 4.12.6.2 FOR ONE WAY CIRCULATION AT IT'S ME TING ON JUNE 5, 2001. SP 00-691: THE PROFESSIONAL OFFICE USES SHALL BE LIMITED. IN COMBINATION WITH THE RETAIL STORES AND SHOPS U ES ALLOWED IN SP 00-70, TO INOT EXCEED 20,000 SQUARE FEET. SP 00-701: 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 GRO�ERY 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 ANDITOBACCO SHOPS, OPTICAL .GOODS, PHOTOGRAPHIC GOODS, VISUAL AND AUDIO APPLIANCES, SPORTING GOODS, RETAIL NURSERIE� 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, PAY CARE CENTERS (REFERENCE 5.1.06). EATING ESTABLISHMENTS, I TAILOR, SEAMSTRESS, MEDICAL CENTER, INDOOR ATHLETIC FACILITIES, (ADDED 9-15-93), FARMERS' MARKET (REFERENCE 5.1.36), (ADD�D 10-11-95). THE COIMMISSION ALSO APPROVED A WAIVER REQUEST, IN ACCORDANCE WITH SECTION 4.12.6.5(C), FOR ANGLED AND CURVILINEAR PARKING AS WELL AS A WAIIVER REQUEST IN ACCORDANCE WITH SECTION 4.12.6.2 FOR ONE-WAY CIRCULATION. III MAGISTERIAL DISTRICT - RIVANNA IV ACREAGE OF ENTIRE SITE: 27.156 Ac. PHASE 1 ACREAGE: 19.96 Ac. - 73% TOTAL ACREAGE PHASE 1 ACREAGE .IN OPEN SPACE: 10 4? Ac. - 52.9% OF PHASE I PHASE 1 ACREAGE IN ROADS: 4.74 Ac. -r 24.1% OF PHASE I PHASE 1 OTHER IMPERVIOUS AREA (LESS TADS): 4.41 Ac. - 22.4% OF PHASE I V BUILDING DESCRIPTIONS PHASE 1 FRED D. SR. CHRISTOPHER H. / OR ANNIE a OR USA C. / FOSTER EDSALL i I RICHARD J. ALAN AORYF HENRY J. M. t ELIZABETH I OR B R M � �RICHARD G. T V' E �y /\ CHERYL M. OR BOWRGUIGNON ' WORCH _ G• LOT I ' LOT 2 I I ETEMEYESUSANE� FRED OR ; IPS' ` LOT 3 LOT 5 I MARGARET M. s8,01 E� I LOT 4 Fob LOT 6 I O'BRYANT ?8�06� 0 1V4 It I LOT 7 //� 4ykn\_ IPS �S, ��;�°cF, / \ �a �F�gF S I / OR y' ' b ' \ / GARDNER/ / \ Sr?° LOT 8 / RICHARDOR J. / 4yI,s3'e / MARTHA H. \ HALLOWELL DENDALL S. SOT 9 I� RUSSELL -NEW SIGHT LINE EASEMENT TOTAL AREA = 27J56 Ac. \ jam/ LOT l0 / TMP 10 Jul 18.01 M TMP 78-B-4-I - 4.621 Ac. I ACCESS EASEMEN / PERMANENT DRAINAGE TMP 78-B 3-1.43/8 Ac. D.B. 1729 PG. 315 / _ap IP% & SLOPE EASEMENT s(P (D.B. 1729 PG. 315) APPROX. LOCATION OF / � 50' ACCESS PHASE 20' WATER LINE ESMT.r e r' D.B. 1267TPG. 147 (19.96 AcJ AVEMORE, LLC D.B. 1502 PG. 173 WELSH, M. DB2081 PG. I S % 169 10� (TO BE VACATE N650 29'22"E DBJ504 PG445 TMP 78-581 ° 18 g3„ PLAT DBJ416 PG204 ZONING: R15 NQ5 /L' IPF 42.87' l - W - _ _ TMP 788-3-IA 16ARIVEI� OENrER T �, J _ ZONING. RIO 50 R -. ` J SINGLE FAMILY HOME SATTERTHWAITE.DEBORAH M. DBJ539 PG. 572 SLOT lA PLAT DBJ416 PG204 TMP 788-3-IB lL I Q j I9-L" LOT le rn ZONING: RIO B,WI LL W �/ fij j N �+ IPF t SINGLE FAMILY HOME IPF ON LINE SIDEWALK Oq % ' vl LOT 2A AT 30.00' AVEMORE. LLC 1 \ EASEMENT (� l DB.206/ PG 25 1 9EDICATED cic� �i PF TMP 788-3-1 t TO PUBLIC B ZONING: R15 t USE M` 69 v/ i O LOT 2B - t \ �i IPF ON LINE t VILLAGE AT P SU_C O I ��/�� �. AT 158.07 DB928,PG.65 A PLAT DBJ416 PG204 y'�F �OT 3A �� �QQ?lr ��� t TMP 788-3-2A It t ZONING: R15 LOT 3B ► MULTI FAMILY DWELLING e �' O 12:� //`6 �- �, IPF ON t VILLAGE AT PANTOPSLLC h / / /` , LINE AT / _ IPS L BLACK. SUSAN W. t DBJ728 PGB5I 56.06 DBJ599 PG.489 PLAT DB1416 PG204 AVEM0 E LLC LLJ 31 ��/ j�� ` - - APPROX. LOCATION OF PLAT DBJ416_PG204 " t \ IPS 20' WATER LINE ESMT. t TMP 788-3-28 DB.208i PG.2411 30.00, "tk ~ I D.B. 1416 PG. 205 TMP 78B-3-3A t ZONING: R15 TMP 7RB-+l N58° 02'31"E SI LE FZON1NG. RIO AMILY HOME MULTI FAMILY DWELLING ZONING. R15 � t�� I' �A I-- -� -- -----I- - WILTON COUNTRY LANE i 2(6 3fY ACCESS EASEMENT 574.36 t IPS ° �0 I N35° 38'07"W APPROX. LOC TION OF- 20' SEWER LINE ESMT. D.B. 1416 PG. 205 NEW ACCESS EASEMENT APPROX. LOCATION OF 20' SEWER LINE ESMT. IP, / D.B. 1729 PG. 315 CHARLES,GLDRIA DBJ874 PG.209 PLAT DBJ874 PG2Il TMP 78B-3-3B ZONING. RIO WILTON ASSOCIATES LP. SINGLE FAMILY HOMES DB.1130 PG.125 PLAT DBJI30 PG.131 VILLAGE AT PANTOPS.LLC TMP 78-8B DBJ92I,PGJII ZONING: RIO PLAT DBJ92/ PGJI2 MULTI FAMILY APARTMENTS TMP 788-3-48 ZONING: R15 MULTI FAMILY DWELLING PROPERTY INFORMATION ?81 S a IPS AT OAK STUMP S09° 234.Ac �'F OPEN SPACE IPS ON LINE AT 50.29' IPS S12° 02'33"E 100.00, / / i �. A" S13° 41'56';6 60.29' 20'SEWER EASEMENT- D.B. 1729 PG. 315 / L8 / i o / v AREA RESERVED FOR SEWER EXTENTION D.B. 1267 PG.155 PF / ALBEMARLE HOTEL LIMITED DB.1911 PG. 359 PLAT TMP J78-9PG.3T PgZONING: HC �' PROPERTY CURRENTLY VACANT IPF ON LINE----- be- NOTE: AT 20.49' / �� B PROPERTY LINE FROM POINT "A" TO / POINT "B" FOLLOWS ALONG CENTER / LINE OF CREEK AS IT MEANDERS. VI PARKrNC4 TABULATION PARKING REQUIREMENTS: DWELLING, MULTI-FAMILIY NUMBER OF BEDROOMS/UNIT PARKING SPACES/UNIT ONE (1 ) BEDROOM 1.5 TWO (2) BEDROOMS OR MORE 2.0 (ALBEMARLE COUNTY CODE 18-4-12-6.6.2) BUILDING TYPE # OF BLDGS. SQ.FT. (PER BUILDING) (GROUND AREA) TOTAL SQ.FT. IN DEVELOPMENT UNITS PER BUILDING UNITS IN DEVELOPMENT MAX. BLDG. HEIGHT ADDITIONAL* SETBACK 1 BDRM 2 BDRM 3 BDRM TOTAL 1 BDRM 2 BDRM 3 BDRM TOTAL I 3 91880 29,640 14 14 W_ 0 28 42 42 0 84 49'-5" 28.8' II 4 10,400 41,600 14 14 0 28 56 56 0 112 38'-8" 7.4' IIIA 1 3,120 3,120 10 0 0 10 10 0 0 10 27' -0" 0 IIIB 1 3,120 3,120 14 0 0 14 14 0 0 14 37'-9" 5.5' IVA 1 7,360 7,360 0 0 14 14 0 0 14 14 52'-3" 34.4' IVB 1 7,350 7,360 0 0 14 14 0 0 14 14 41'-2" 12.35' V 6 3,250 19,500 2 0 0 2 12 0 0 12 23'-8" 0 VI 4 3,250 13,000 2 0 1 0 2 8 0 0 8 23'-6" 0 VII 2 5,460 10,920 0 6 0 6 0 12 0 12 38'-5" 6.8', CLUBHOUSE 1 5,780 5,780 0 0 0 0 1 0 0 0 0 27'-5" 0 TOTALS 1 24 58,980 141,400 = 3.25 ACRES 1 142 1 110 28 280 * PLEASE NOTE: ADDITIONAL SETBACKS LISTED ARE FROM SETBACKS FOR R-15 ARE FRONT: 25', SIDE: 15' AND REAR NOTES: ! 1. PHASE I: 280 UNITS. 2. FUTURE PHASES: 406 TOTAL UNITS PER ZMA 00-10. REVISION ( BY DATE NO. REVISION I BY DATE I HE bU I LU 1 NU I U I HE F'KUVLK I T L I NL NOT SETBACKS BETWEEN EACH BUILDING. ZU NUMbtttJ L 1 J I tU IN 1 Ht 1 AULt AML 1 HL AMUUN I OF ADDITIONAL SETBACK REQUIRED BASED ON THE AMOUNT OF HEIGHT IN EXCESS OF 35'. W1 ENGINEERS WA SuR yom PLANNERS Assocarms 147 MILL RIDGE ROAD LYNCHBURG, VIRGINIA 24502 PHONE: 434.592.6175 INSIDE BUILDING GARAGE SPACES 102 SPACES OUTSIDE BUILDINGS 405 TOTAL SPACES INCLUDING H/C SPACES 507 Building No. Building Type Nurrber of Bedrooms Spaces Req'd per Bedroom Calculation Total No. of'`'spaces 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 8 I 14 14 - - 1 bd. units 2 bd. units 1.5 2 per 1 per 2 bed bed 14 14 x 1.5 x 2 = ='21 28 49 9 IIIA 10-1 bd. units 1.5 10x1.5=15 15 10 IIB 14 14 - - 1 bd. units 2 bd. units 1.5 2 per 1 per 2 bed beA 14 14 x 1.5 x 2 = = 21' 28 .49 11 I 14 14 - - 1 bd. units 2 bd. units 1.5 2 per 1 per 2 bed bed 14 14 x 1.5 x 2 = = 21 28 49 13 VII 6 - 2 bd. units 2 6 x 2 = 12 12 14 VII 6 - 2 bd. units 2 6 x 2 = 12 12 15 II 14 14 - - 1 bd. units 2 bd. units 1.5 2 per 1 per 2 bed bed 14 14 x 1.5 x 2 = = 21 28 49 16 IVB 14 - 3 bd. units 2 14 x 2 = 28 28 17 II 14 14 - - 1 bd. units 2 bd. units 1.5 2 per 1 per 2 bed bed 14 14 x 1.5 x 2 = = 21 28 49 18 IIIB 14 - 1 bd. units 1.5 14 x 1.5 = 21 21 19 IB 14 14 - - 1 bd. units 2 bd. units 1.5 2 per 1 per 2 bed bed 14 14 x 1.5 x 2 = = 21 28 49 20 II 14 14 - - 1 bd. units 2 bd. units 1.5 2 per 1 per 2 bed bed 14 14 x 1.5 x 2 = = 21 28 49 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 V I 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 Required 489 DESIGNED BY: AKS DRAWN BY: BED REVIEWED BY: HFW b" WA NUMBER: 201094.00 PROJECT: STONEHAUS DEVELOPMENT AVEMORE AL13EMARLE COUNTY, VIRGMA TITLE: GENERAL NOTES FILE NAME: DISCIPLINE: SCALE: DATE: 1094G2.DGN CIVIL NONE 11122102 REVISION NUMBER: DRAWING NUMBER: G= 2_ SHEEG' NUMBER: 3 OF 27 t ;a 1 / i I / I / 1f j a: \ -" 1 I 1! ; \ ` ! 1 1 r t ' / i J� ! 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G - - , , '. �: I i' ,� \ F _ 20 SEWER EASEMENT _. -- -- . - '- \ , Q. - IP5 -- - _._ �\ I i �I - \ :. - / 1 it - _ 6 _ /- / l i i /: \` \ - _. 0, 6 _� _ 1. -_ __ --•-- � ,. �. _ -�- � .., ., , � NAIL 1 Q9 • - - --- - •, I �- \ \, JU - _ D.B. 1729 PG. 315 \``;_ 1 \ \ _ \ �\ \ \ A T D _ - - \ O __-- _ _ i C �. _ i I _ \ \ _ _ 9003 ��6:21 0 0 , \ �N 3 4 IS' E F - _ T o JV - _ i t _ , , J ANITARY-S€WE LAT A O \8' .� _ - - - - ' \ i,1 `I �. I \ - -- S _. �.. \ - - _ \\ E 1 1• 9J3.62 - _ - -- y 1 -\ _ _ \ \ 0. S - - -. - - 0. :E. \IS, WN DEAD _i/ \ r 1 -- _ --- - - _ - - - OOti' \ \ o --- - \ \ \ 1 t - \ - - _ _ - _ OVED- _ _. \ -8 M _ 3' t__5 E_- _ R 1 4 / - E ii./ _ _ - __ Q _ `1_ \ - --- \ 2 \ _ - - 0 __ _ \� \ _ - - - \ - -- -_ , . •\ \ _ NAIL T 6 - - _ `� _ i -N- 3g00356:2 \ ---- \ \ / \ ..- \ \ __ - - i - - \ \ \ _ -- _ _.. -.\ , _. \ \ -\ \\ _ _ - - - _ - - \ _ - 0 - _--BAN A _ , \ rl \ L \ GA _ _ _ \ - ii \ - L-�1.5- _ _ _ q. r - \ \ 6 � �.-r��,;,; - - • ----- AN- -- - 'fir' �-----'-- -` - - DEMOLITION NOTES: _ �-= _ - _ _ `\ fig_- -------- - _ _ M:. _ - \ `\ _ _ _ N..- \ - �= _ - - \ S - _ \ 8 - - - - _ - - I Af\114 X - - - L1'� - - -- - - _. _ \ \ \ - ----- - \ - -' - I `E 0 N ,' _ I F' ` T! �L �? _ _ PS _ ' 1 _ �. - - - �> \ - \ 1. REMOVE ALL ST U � \ - - _. \ R CT JRES IND CATED ON THIS r�A IN COMPLIANCE WITH ALL _ _ _ _ - ,S " 0 \ - - - - - - - \ `.� .\ L CAL, STATE AND FEDERAL REGULATIONS. ALL BUILDINGS INCLUDING ,A .� % _ _ . _ FOUNDATIONS SHALL BL DEMOLISHED TO 2 FEET BELOW FINISHED GRADE. . - �-_FI. _- - '__. C .__.. _- _. _ _ -_._'_ - _ \ _. \ \.EL / 3�5�,75. , - _ _ _ _ `z _ - = 4- = \ - . -0 6 _ - _-..-.-. --- - `#5 . \ M: , \ \ \ \ ..1, \ - - - - - - _ - - - - - _ BM---�6-� - 2� H. \ -- O - . O ,.DS.�:. AIL.S.;FQUND ICI VEI'CO--PQWE1� ROLE #DA7 - - _ _ --- - -- _ _ _ \ \ . \ - ' - \ ` �' _ \ \ \ \ 2. ALL RUBBISH AND DEBRIS RESULTING FROM THE DEMOLITION OF THESE �,' \?�� _ l� -- -- - _ _ - - - - ` `\ \ -- : . E399' �OQ \SOUTH VJF•-BARN . _AND 1-QO ._, NOF�TkI_. 0�_-aR€€K.- - - - _ ,, ._ ,OAKSrMp O \ \ `\, \ \'` ' \ _..,.. _ _ / - _ _ ` _ - DES -NAIL -IN ._BASE--OF--36 WALLNU <� O \ `\ \ / \`+\ STRUCTURES SHALL BECOME PROPERTY OF THE CONTRACTOR AND SHALL BE \ \ -- \ - - _ / O' T �' \ \ \` _ -- . _ _ \ _ _ - / - - __FIB - EE 200 - EAS -0 ---BA & p ` \ \ \ REMOVED FROM THE SI E. ON T SHA B \ \ .. .-. _ -� . �',. _ _- TR T F RN- 5 ;.�j '� \ \ 1 C TRAC OR LL E RESPONSIBLE FOR ALL \ \ . _ _ -� - _ __ \ ` \ \ \ • FEES ASSOCIATED WITH THE REMOVAL. � - �_ _ - - \ - -- - - -__ - __--..-__ _ \ \ ' \ - _ _ - Q . - - _ / -- .. / _- .- --- - _ \ _ L __ .._. _. _ _-. �� I \ \ _ _ __ - -- 3. CONTRACTOR SHALL _ __- - _ �` .. _ _ _ ._ -. _ _ ._ - _ COMPLY WITH ALL OSHA STANDARDS REGARDING i - - _ _ _ __ .__ - _ _ _ __ ' \ \ - - _ \ . - _ - - - -'- - - - -.... - THE DE OL 0 - -- - - _ -- --- - M ITI N OF THE STRUCTURES AND SHALL BE SOLELY RESPONSIBLE \ \ - _ -.-- -f IBE _ _ i /' _ _ FOR AN DAMAGES SUL 0 _ 0 _ kL� %II --- - - _ _._ -- '-- --- - / Y RE TING FR M THE DEMOLITION ACTIVITES. \ \ �1 E.G= __ _ ____ _-__ .-__ .____ _ - _ -� . . \ , , , LItYILI - - - - --._ _-_ __ - -- - --- --- - --- \ - \ _ \ - _ F7 - _ -- -- -- - ` _ _ \ _ - -- - __... --- - --- - -- - . --- _ _ � - / - 4. ASBES OS A D 0 - - -'' / -- - - -- - - - Zt�- - - , ,-. % T N THER HAZARDOUS MATERIALS WILL BE REMOVED BY OTHERS \ _ \ _ i $ _,�._.. __ ._ _ ___ _ __ 0 _ _ _ \` PRIOR TO DEMOLITION. ` _ \ \. � \ \ \\ �' i - _ - ` ___ __ - - ' - _ - --- _ ' \ \ .\ \ /" f j '� - / /- \ - _ \ \ _ \ - - _ _ _ _ -- - - _ _....._ _ - _. . \ I l i / 5. REMOVE OR ABANDON IN PLACE ALL UTIL IES LA \ ` - '-' ;' - _ - - __ - - _ - _......_ _......_ ... - 0� - - ;/' IT AS BELED. \ , -- - - - __ ..__ _ _ \ \ 1 0 -- -' - - \ I 1 \ - ' - - - --- - -- -- --- s\ - - - _ _ 6. SEAL EXISTING WELL WITH GROUT, FULL DEPTH, IN ACCORDANCE WITH \ ' . \, \ I 1 +i :\ ` -_ - -, ' ' '� I - _- --- -- -- - __- _--- ._-- -_ -- __ - MANUAL OF WATER WELL CONSTRUCTION PRACTICES. \ , : • , _ - -- -- _._ .__._ ____ _ _ -- ___ - - __. i 1 .1 \ N01 E \ \,' I 1 l 1 __ -_ _, , i � - - - - __ - __ -- RTY LINE FROM POINT »A" TO _ � __ __ ___ _ _ _ __ PROPE 7. CONTRACTOR SHALL COORDINATE REMOVAL OF OVERHEAD ELECTRIC LINES �" ' . \, , \ ` `'1 I I 1 \` -- -- _ . - - "i''" - �' - _ - POINT "B" FOLLOWS ALONG CENTER WITH POWER COMPANY. \ , I ` --- -~. - ' - " - - ' - LINE OF CREEK AS IT MEANDERS. 8. CONTRACTOR SHALL COORDINATE REMOVAL OF OVERHEAD TELEPHONE LINES \ \ I `\ 1 ' \ -- - _ _ -- __ - - WITH BELL ATLANTIC OF VIRGINIA. \ \ \` I \; ` \ �I \ \ . - - -- -- \ `, `' •\ \ � it ",\ � , `\-__ `_ IF THIS DRAWING IS A REDUCTION \ \ \ \ I 1 - GRAPHIC SCALE MUST BE USED ' I 1i � � \ �`. \ � SCALE: 1 " = 50' . \ < . \ \. ` . 50' 0 50' No. 1 REVISION I BY I DATE I NO. REVISION BY I DATE DESIGNED BY: TJW " "°'""" ENGINEERS DRAWN BY: SURVEYORS BED PLANNERS ASSOCIATES REVIEWEHFW 147 MILL RIDGE ROAD WWA NUMBER: LYNCHBURG, VIRGINIA 24502 "1"�ny"c 4345a� i,`v'S 201094.00 PROJECT: TI TL E: FILE NAME: 1094G5.DWG STONEHAUS DEVELOPMENT AVEMORE ALBEMARLE COUNTY, VIRGINIA EXISTING Si TE CONDITIONS AND DEMOLITION PLAN DISCIPLINE: SCALE: DATE: CIVIL H: AS NOTED 11/22/02 V: N/A REVISION NUMBER: . .J DRAWING NUMBER: SHEET NUMBER: F� OF 2 7 / Vol ,� ii 'I �1 VA STATE PLANE GR c OR TH / SOOTH ZONE — N A B 8a aRalva�E EASEMEIrr ro BE 8,3 DEDICATED FOR PUBLIC USE .)/--,,�------------------- O I I O I I [ I � I D.3 /'_--------------------------------- - ------------------------------------------- — — g ----------------------------------------------------------------------------------------- .-- --- WL se ul 1 I ®� . , 3 D3 �(\ Dq D-3 I Is IF iS-2 o� y / I D.2 r i r 80' C,YiAI EASEMENT' TO 00000 � 1L/11 U11U11G/•� � � / , ! � ! 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PROVIDED: 166 SPACES I-11 1 \ 11 1 - "y►\ \ L-- I I--� ii " ►1 1. —`—`__ ► _H �__________---------- SUB —PHASE B PARKING \ LOT 17A \-------- I 1 1 1 1 1 I P I \ LOT 16Q I I \I oG — — I I I I Vol 1 \ 1 1 III \ 1 N NO. REVISION 1 d 11 \I ►11 1 iN 1 1 �► y 1 1 1 Nr � ► n 1 11 - \ '�--- � � 1 \ 1 1► tl 1,�' �, 1 �1-•Cry;--_- 1 DATE I NO. I REVISION DATE / REQUIRED: 158 SPACES / PROVIDED: 167 SPACES ( INCLUDES 12 FROM ZONE 7) SUB -PHASE "C" PARKING \ REQUIRED: PROVIDED: TOTAL ° 165 SPACES 173 SPACES (INCLUDES 15 FROM ZONE 7)/ \ � s REQUIRED: 489 SPACES PROVIDED: 506 SPACES NOTE. / THIS PLAN INDICATES GENERAL SITE ARRANGEMENTS. / REFER TO CIVIL DRAWINGS C-1 THRU C-9 FOR / DETAILED PLANS. / r ENGINEERS SURVEYORS PLANNERS As's'OCIATES 141 MILL RIDGE ROAD LYNCHBURG, VIRGINIA 24502 PHONE: 434.582.6175 FAX:434.582.6179 DESIGNED BY: TJW DRAWN BY: TJW REVIEWED BY: TJW WWA NUMBER: 201094.00 PROJECT: VE CONSTRUCTION TIMETABLE �E "A" JAN 03 — MAY 03 SUBPHASE "B" JUNE 03 — AUG 03 SUBPHASE "C" SEPT 03 — DEC 03 ---0 IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED 50' 0 50' STONEHAUS DEVELOPMENT REVISION NUMBER: AVEMORE 0 ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: TITLE: PARKING ZONES FILE NAME: DISCIPLINE: SCALE: 109404.DGN CIVIL I"=50' 4- DATE: SHEET NUMBER: H122102 /0 OF 27 NO. / 00 vo�1 - ANA I- PHASE 1 I j / `1Vol \0 //--w,`' ' '/ivil't/' 1 FONT 1 1 PG° 3/5 I 1 J``r`jfr,rrrr-.. �1--- vo / O I ]:!L --- -- - -------------------------------------------------------------------------------------------------------------------------------------------------- i i i i i LLn /W Nw' I , \ pvc ,/ /l �;e� L1ClL/lL/1U1G1L1� a 1 i 1n o � / T - - -- ----------- w. w► �► , // ! uu -41 11Is , 3>11 it it 1 ;p,-------- _1.\ i--- —r-- it —� ,� I ,� 1, 1 1 r' \ -- .-. ► + 1 + fir, j � �1 [I 1 11 LOT 17B ZP 11-- 1 �•..i\ 1 1 `I 1 1 _ ',► ,kFi1 1 1 \ LOT 17A i I j I I ,'` 1, ► _ j 11 1\ ; - 11\ 1 ro \ \ i ► '�~ - 1� i \ \ LOT 16B j I i I 1 1 + v�- 'I I j L�-- —, / \� \ o REVISION i BY i DATE I N0, i REVISION 0 a O BY i DATE , ------------ I i i------------- , f , , , , I , , I I , , 1 --------- \ - \ - -- -------------------•---------------------- Z/// % /�� // `` '(• / / R >� \\ I� I I I I I I I I I I i I i I I I 1 I I I I I 1 I '! , •� . /� `,��. // /� 1`1 120' (REAR BUD ,bETBACH LIND I I I I I \ t I 1PHA$E1 II FIROPIIRTYI DINE I \ ,( \ \ \----------------- \ \ �✓���/ \\ \ t� I I I I I �I �I 1 I I I IJ -------------------- .......::. I I I I I I I n I--L--------I -----------r_J m NOTE: THIS PLAN INDICATES GENERAL SITE ARRANGEMENT REFER TO CIVIL DRAWINGS C-1 THRU C-9 FOR DETAILED PLANS. WETLAND LOCATIONS ARE SHOWN AS DELINEATED A DRAWING FILE PROVIDED BY TIMMONS, INC. DATED DECEMBER 5, 2001. 0 I r ENGINEERS SURVEYORS PLANNERS ASSOCIATES 147 MILL RIDGE ROAD LYNCHBURG, VIROMM 2/4502 PHONE: 434.592.6175 4 Q, i'i! ,'l'i /�i , ,ii MERGENT W&LAND D 1 WATERS OF THE ' US3-3 „ lit l --------------------------------' I � ' I' I ` I I , ' I ---E}------ ---------- -- - --- - �>� ---- ----- !Ili i I ----------------------- ---------I I i , F WATERS OF THE U . 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LISTED FOR CWA - HPF 36000 RUDD W0540-M MOUNT ON 240 SODIUM LAMP WET LOCATION (QUAD VOLT 495 MAINTAINED MED BASE POLYARCYL LENS BALLAST) BUILDING HADCO R51BCBAIGTBD100SG 12'-0" POLE 240 1-10OW-HIGH PRESSURE SODIUM LAMP U.L. LISTED FOR WET LOCATION HX - HPF 145 6800 MAINTAINED MOGUL BASE POLYARCYL LENS MARK POLE ASSEMBLY DESCRIPTION SINGLE FIXTURE POLE MOUNTED - POLE ASSEMBLY SHALL BE A HADCO MODEL • P-195. POLE SHALL HAVE A 4" O.D. ROUND TENON TOP; 9-1/2" DIA BASE TEMPLATE CONFIGURATION 04 WITH 4-1/2"X18" BOLT CIRCLE ANCHOR BOLTS; 4"-DIA 0.188 ALUMINUM SHAFT 12'-0" IN LENGHT; 11-1/2"-DIAX2-3/8" BASE; POLE EPA SHALL BE 10.1 FOR 80MPH WINDS AND 6.29 FOR 90MPH WINDS. TWO FIXTURES AT 180° POLE MOUNTED - POLE ASSEMBLY SHALL BE A HADCO MODEL • P-195. POLE SHALL HAVE A 4" O.D. 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' 20 - DRNINA � �/-� EMEN 7 T O RE \ , :1 II %01 f' •�.� T. . " // / \ \ ' ! �, _ ---ilk \ � . . `I / % , I BLD PE OLI17 ' 1. ' . f ,, • '/ • '/ I I p , DEDIC ,D\.FOB• B.�IC USE I I ii � :-it-�( .�... , BTYPENwg6 / ® m % l 28 UN ITS 14 UN I TS • --- 20' 0 20' / I / / Q /// //~`` \\ i \ /i/ /�,� \ \ j/ `� III Z - _ - ; , -E• \ � I - - - - - -I-11 DRAWING C-4 --- -- __ -- ---- _� . . --- ENGINEERS SURVEYORS PLANNERS Assio.ciATEs 147MILL RIDGEROAD LYNCHBURG, VIRGINIA 24502 PHONE:434.582.6175 FAX: 434.582.6179 DESIGNED BY: TJW PROJECT: STONEHAUS DEVELOPMENT AVEMORE ALBEMARLE COUNTY VIRGTN1A REVISION NUMBER: O DRAWN BY: TJW DRAWING NUMBER: c m I TITLE: SITE PLAN REVIEWED BY: TJW WWA NUMBER: 201094.00 FILE NAME: I094CI.DGN DISCIPLINE: CIVIL SCALE: I"-20' DATE: 11122102 SHEET NUMBER: /5 OF 27 REVISION BY DATE NO. 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REVISION BY DATE NO. REVISION BY DATE FAX: 434.582.6179 I , , 1 . �.'. rv'. ..'`�.'.'. �.. I•.'.;: R.S. E DRAWING C o ` p I- o, ` _- I ,. i ! �. (n. �. I • ' ` \ \\ \\ ;\ , \\ I / / _\ i ' p \ 1 1 , ' p \ I I j p/ , I p \ V `A - Q I ! \ p l p L-1 ' // , / . . . ��� O. Q.. . . . . . f• �. . . . . . . .\. . . . ;. R.2 . . . \ . \'. \ \ \ \ 60'\ 0 \ \\ I Q' `'`� , a1 I \4 1 `�- -I , 4 1 . - ` i I - , p i t> i I A TE P� a l a I / 4 1 i .- --1 {A l,/ ✓q . r ` r . . . . �!: \ \ \\ \ \ ` , 4 \ 1 7 -/_ \ , 4 \ I / / '\ , _ A N E _ - / , I � / - _ I = -<�' o . . \ ,.,�' \\ i \ ,4\ 4, r \ al op p_ 'I GR F 22.5 F — A21. 5 w , , `- 7 '-*.' \\ - - 3 \ , -\ a , I _ I , / \ , 4 \ , / \ ' , p" NOR D-2 ! , .j:. . . . 2' PAC • ' .1. �. �. . I . - I'.'. R.7ft'/ ' \ \ \ y >,4 ,4, ; / \ p .141/\.pp I ------ p �,i-\ t , _ : \ 1 1 \ I p ( , SOUTH 41 ' o" \ / \ "k _ - , / / , / , ' , - / ; d,\ 1� \ / `/ ` A. . 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I I I l \ 1 \ 1 1' t I I I I 11 ,' \� 1\ _\- / /, Y ► 1 :' ; ..\ :' .:..... .......:,'•:.' .' '.''.'....:,. '.' ::,.. .•'. .' \ \ I I I \\i \`I 1 I 1 I 1 / GRAPHIC SCALE MUST BE USED 11 \ \ , / , / \ 1 {, \ \ ,\ \�\ -< O \ \\ \ .\ I I I I I l l I II , \\ 1 1 / / \ \1 1 \ 1..,...•...1.,:,'._;:,:.'.'_'.'••'.'•'.•'.'•'.'•'.'•'.•':•• \ \ . \ \ \� \ \ \\ \ 11 I I I I - I I I \\1 I ♦\! I I I I I I II -� / � \ \- 11 1 1 1 \\ 1 \ C ' \ \\ \ '\ \ �\. \\ _ lh---i----+---t------t----f I----F��i----I----I----t----t----f---' 11 r !' i it �'• �'..• \. \ ` \ ♦ \� \ i' \� 11 1 \ \I \ \ 16%%?!!!� ` \ \ \ \ \ ♦ , , 1 1IL - �• \ \ i' .. - 201 0 20 u 1 \ ,+ ► ► ` : '.' SEE DRAWING C--7 �'' � _ - _ SEE DRAWING C-18 .•.•. .... DESIGNED BY: �' PROJECT: STONERAUS DEVELOPMENT REVISION NUMBER: T\Iw AVEMORE .., ENGINEERS DRAWN BY: 0 SURVEYORS TJw ALBEMARLE COUNTY, VIRGINIA . DRAWING NUMBER: PLANNERS TITLE: REVIEWED BY: SITE PLAN . - --- I I I . AsSOCATES TJw . C = 5 147 MILL RIDGE ROAD WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: SHEET 17] . LYNCHBURG, VIRGINIA 24502PHONE:434.582.6175 201094.00 1094C5.DGN CIVIL r=20' 11122102 /9 OF NO. REVISION BY DATE N0. REVISION BY DATE �_____ FAX:434.582.6179 - / � , — I , it " \� I , . , I * . * , - - - I -1 � - - o I �\), I \/ I <11 �, �1> C-3 � , a .. , 11 —it / I id : I I I I-:, . __ I /---\ , I I - 10 y I I \ \ \ \ k ,% ) , .. . . / ,-/ . Y" ___:,__L.:7� T �; c \ �11) BLDG N A L�� � 7 �� I . . I I � ' " *CD 14 . I AI -- - It 7 . . . . . . . / ; I I I I I 11 11 I I 'I i \ \ \ \ \ \, \ \ - TYP/E V I I ;� , , 11, I ___T0 i�� I \ \ \ / % :� * I \ , . - - - .. /I .... / I 11 k \ I \ 422. ) - ,5:-/- . .. F . . � V, ij�,\J, A, I . ILO " . � . . . . . . /. '� I : , I i I ! I I I i �,\ , � , � I ff [, , 14 - , �.,� — --- - - . ____ It ,.� _' - ' "_ , , kz� . . I V , * * * * y I i I . 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- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------------------ --------------------------------------------------------------- -------- -------- -------- -------- -------- -------- -------- --------------------------- ------------------------------------------------------------------------ --------------------------------------------------------------- -------- -------- -------- -------- -------- -------- -------- ----------------- -------- -------- -------- ------------------------------------------------------------------------ -------- -------- -------- -------- ----------------- -------- -------------------------- ------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------------------------------------------- IF THIS DRAWING IS A REDUCTION --------- --------------------------------------------------------------- GRAPHIC SCALE MUST BE USED 3T0 3T0 -------------------- --------------------------------------------- -------- -------- -------- -------- -------- -------- --------- ERT 5' 5' 365 ----------------------------------------- ------------------------------- -------- - HORIZ: 20 0 20 365 t` ------------------------- v (p (V ----------------------------------- N a) N .- O oo M — O1 r -------- CD rrl -------- v L9 -------- M 6� -------- v ------------------------------------------------------------------------------------------- O O M M V Ln V c0 N c0 O1 �- O a0 l0 O l0 O -------- lfl Ln -------- N N 0----- Ln M t` N----- ti N O 6� -------- I- �-- ----------------------------------- V N N co s f`_ 2T - N t` Ln M �- (D V - - - - - - - Oi-----�--0� - - V - - - - - - 00----- �- - - - �----- M----- 0----- to !� N - - - - - - - -- V Lo - - - - - - - - .- O -,- - - - - - - -- al M - - - - - - - _ - a0- - 00 N -,- - - - - - 00-----v- O I` - - - - - - - - - N -----rn- - . - -----n--�----- - ----- �----- M------- ------ ------ -----~- -- - - ---- - - - - - - - " . O N - - - - - - - - -------� - - - - - - - - - l0 f`- N------- - - - - - - - - - (D Ln -N-----�--cam - - M M --------N---------04------ V N M O N (;, --N------o e- -N------o- O l0 C4------0 O� V ---- - -O h- M --------a lD N r- -----o In N •-------a M - T -- o N O ------o- .--- O - ------a- O r- �------e- O ------a--o-----o--o----- m N 00 M --o-----o- CO -r r- Lll a----- 1`- tD a ------a W (D o----- 0 to c0 a----- 0 w to 0-----� CD N o----- (D (9 o -----a v to In - - - - - - - o-----o- o— — — — — — - - v v v v 100#00 101h00 102►00 103100 104-00 105,00 105-88 ENGINEERS SURVEYORS DESIGNED BY: TJW PROJECT: STONEHAUS DEVELOPMENT AVEMORE ALBEMARLE COUNTY VIRGINIA REVISION ;, NUMBER: g . DRAWN BY: T,�y DRAWING IUUMBER: PLANNERS ASsocmus TITLE: CONNECTION TO OLYMPI A DRIVE PROFILE c 10 REVIEWED BY: TJW 147 MILL RIDGE ROAD _ WWA NUMBER: _ FILE NAME: DISCIPLINE: SCALE: DATE: SHEET NUMBER: LYNCHBURG, VIRGMA 24502 PHONE: 434. 2.615 201094.00 1094CIO.DGN CIVIL P-20' HORIZ l -5 '-VERT 11122102 24 OF 27 NO. REVISION BY DATE N0. REVISION BY DATE NEW SIDEWALK CONCRETE STEPS PROVIDE HANDRAIL FOR 3500 PSI (AIR 5'-0" ENTRAINED) STEPS THAT EXCEED 2 6 RISER. 12 TREAD Q CG-2 Q Q RISERS —HANDRAIL SLOPE STEP',,'/ BACK o o SHALL BE 1l/2" MILL TO FRONT TROWEL SMOOTH FINISH ALUM. PIPE. FINISH o D CG-6 2 „ 4'-0" UNLESS OTHERWISE NOTED ON PLANS 1 " RADIUS TYP _ "• ' ��4 .1 SLOPE UNLESS OTHERWISE NOTED ON PLANS Q 4" MIN. o ° g o p g 12" - 4 VDOT 6 TYP D -1 � - o of o 0 0`� c* �a o 0 0 o N0. 21 A TYP — i i i i i-ii -� ��,- ,�- L� ilk I IIII IIII IIII�II�IIIIII =11 AGGREGATE -II i�lif -1101E-11—III �� IIIII II _ I '— o PAVEMENT 2"� -1 18" `O TOOLED GROOVE COMPACTED' SUBGRADE 6 TYP 216„ (TYP) FINISH GRADE z ��— �, NOTE: NOTES: 12 �rr� 1" TYPE D 8 CHEEK WALL EACH SIDE G SIDEWALK TO BE POURED CLASS A3 CONCRETE. 1 1=•I II I TO BE BROOM FINISHED AS SHOWN ABOVE. - ----- ;�-o CONSIDEWALK i o � C. DISTANCE BETWEEN SCORE LINE NOT TO EXCEED 5 IN i 2 6 BASKET WEAVE FINISH DETAIL LONGITUDINAL DIRECTION. 0 3" FIBER TUBE 6" j FINISH GRADE CORNER STORM INLET DETAIL NOT To SCALE CONCRETEAFTER CURES) OR �! T�� I f NOT TO SCALE SIDEWALK - DETAIL DRILL AS REO' D. SET IN HIGH STRENGTH 1811 NOT TO SCALE NON -SHRINK GROUT. io 12' i 1 EXTEND CURB ##4 REBAR @ EACH i Q THROUGH NOSING (2" CLEAR -I Irril ISLAND — TYP) —PAVEMENT POINT OF GRADE DESIGN �III 1.5"-SM-9.5A ASPHALT 6"X6" 10/10 WWM CONT. 1/2' ASPHALT IMP. KEEP 2" CLEAR OF ALL 12" 12" FIBER 5.5"-BM-25.OA ASPHALT EDGES EXPANSION JOINT o 5"-VDOT NO. 21B AGGREGATE A/ 1r CG-6 - CG-6 UNDISTURBED OR COMPACTED \ (ASTM D-698) SUBGRADE v PLAN SLOPE PLAN SLOPE 1/� 4" = 1' >r T�E<'�i /1 4' = 1 ' ( TYP) 1 /4 " = 1 ( TYP) _ \Y W � CONCRETE STEPS WITH HANDRAIL NOT TO SCALE � G \� V�Dp` ' 2"' RADIUS,0.5 0.5 - � � \!r ,. V o PLAN PLAN �, WIDTH J 21 PLAN WIDTH PLAN WIDTH w WIDTH _. rr�rr�rrrrrrr FUTURE PRIVATE CONNECTION (TYPICAL) L� NOT TO SCALE Q CURB CUT _ �,�ETA I L CG-2 O O 0 1.5 SM 9 5A ASPHALT 0 NOT TO SCALE O0 O0 OOOOO0 O0 O0 O8' RAISED GRASS MEDIAN IM-1A ASPHALT 0 0 O 0 0 4" BM-2 ASPHALT IM-19.OA 7.O O O O n O O O O O� ��� ��(`�� �(� ��-� ,-(x��, �� , ��� ��-� EXISTING CG-2 7" 21 B AGGREGATE BM-25.OA NEW 1.5 OVERLAY EXISTING ROAD SECTION COMPACTED SUBGRADE EXISTING CG-6 CG-6 WITH 6" 2' �; M / SIDEWALK INTEGRAL CG-6R GUTTER 1.5" SM-9.5A ASPHALT 1i_ _ 1' 1i4" = 1 i 1i41' NOT TO SCALE k 5.5" BM-25.0 ASPHAL ��� Fj44 q' A � �� OQ o o VDa o 21B0 �° L \—MILL 6' FROM EXISTING WIDENING BY OTHERS �0-5' YIEL EDGE "OF PAVEMENT 0") /vDOT ST' D UD-4 PAVE OVER PRIME AT 0.4 GA/SY EDGE UNDERDRAIN BUS OA PAVE OVER PRIME AT 0.1 GA/SY SHELTER C I ROADWAY TYPICAL SECTION R1-2 HEAVY-DUTY 0AVEMENT FONTANA DR. - WILTON FARM RD. TO AVEMORE ENTRANCE !B,US, L�YN��,�,�,',',�,`�i I \ 36" x 36" x 36" NOT TO SCALE SECTION DETAIL - A 4m NOT TO SCALE POINT OF GRADE DESIGN 1 5"-SM-9.5A ASPHALT DO NOT 2" SM-9.5A ASPHALT 5.5 "-BM-25.OA ASPHALT CG-6 © o 0 5"-VDOT NO. 21 B AGGREGATE O O A C ENTER O$' VDOT 21B0 O L CG-6 C �° Or�° Q o o\ o 0 PLAN SLOPE PLAN SLOPE „ \ R5-1 �� - /1 4 = 1 (TYP) 1 /4 = 1 (TYP) gREAKOVER PLAN 1 /4 = 1 PAVE OVER PRIME AT 0.4 GA/SY SLOP _ SL E - — 30" x 30" LIGHT -DUTY PAVEMENT 0.5 1\'�� I SECTION DETAIL °•5" ' PLAN PLAN I ONE WAY — © NOT TO SCALE WIDTH 2' PLAN WIDTH PLAN WIDTH PLAN STALL LENGTH WIDTH LIGHT DUTY PAVEMENT rr. �A 36" x 12" HEAVY DUTY PAVEMENT SHALL BE A USED ON ALL AISLES. THE LIGHT DUTY SECTION SHALL BE PLACED .TRAFF I C CIRCLE S I GNAGE DETAIL ON PARKING SPACES. AVEMORE DEVELOPMENT ROADWAY (TYPICAL) NOT TO SCALE NOT TO SCALE DESIGNED BY: PROJECT: REVISION NUMBER: STONEHAUS DEVELOPMENT JJL AVEMORE ENGINEERS DRAWN BY: 0 SURVEYORS ALBEMARLE COUNTY, VIKGINIA DRAWING NUMBER: GAS PLANNERS REVIEWED TITLE: WED BY: MISCELLANEOUS DETAILS OCIATE AssS rJw D 11.1 147 MILL RIDGE ROAD WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Sf-IEEr NUMBER: LYNCHBURG, VIRGINIA 245W PHONE: 434.582.6175 NO. REVISION BY DATE NO. REVISION BY DATE FAx:434.582.6179 201094DO 1094DI.DGN CIVIL NTS 11122102 251 OF 27 i 55 NO. CONSERVATION NOTES: EQUIPMENT OPERATIiON AND STORAGE: MARKINGS: HEAVY EQUIPMENT, 'VEHICULAR TRAFFIC AND STORAGE OF CONSTRUCTION MATERIALS INCLUDING SOIL SHALL NOT BE PERIMITTED WITHIN THE DRIP LINES OF TREES TO BE SAVED. ALL TREES TO BE SAVED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. INO GRADING SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSPECTED AND APPROVED B'Y A COUNTY INSPECTOR. SOIL EROSION AND !STORM WATER -DETENTION DEVICES: SUCH DEVICES SHALL NOT ADVERSELY AFFECT TREES TO BE SAVED. PRE -CONSTRUCTION CONFEREINCE: TREES PRESERVATION AND PROTECTION MEASURE SHALL BE REVIEWED WITH THE CONTRACTOR ON SITE. FIRES: FIRES ARE NOT PERMITTED WITHIN 100 FEET OF THE DIP LINE OF TREES TO BE SAVED. TOXIC MATERIALS: TOXIC MATERIALS SIHALL NOT BE STORED WITH IN 100 FEET OF THE DIP LINE OF TREES TO BE SAVED. 0 PROTECTIVE FENCINIG: TREES TO BE RET&INED WITHIN 40 FEET OF A PROPOSED BUILDING OR GRADING ACTIVITY SHALL BE PROTECTED BY FEMCING. FENCING SHALL BE IN PLACE AND SHALL BE INSPECTED AND APPROVED BY A COUNTY INSPECTOR' PRIOR TO GRADING OR CONSTRUCTION. C) TREE WELLS: CID WHEN THE GROUND LEVEL MUST BE RAISED WITHIN THE DRIP LINE OF TREE TO BE SAVED, A TREE WELL SHALL BE PR(OVIDED AND A CONSTRUCTION DETAIL SUBMITTED FOR APPROVAL. It TREE WELLS: LOr 16A WHEN THE GROUND LEVEL MUST BE LOWERED WITHIN THE DRIP LINE OF TREE TO BE SAVED. A TREE L WELL SHALL BE PR(OVIDED AND A CONSTRUCTION DETAIL SUBMITTED FOR APPROVAL. TRENCHING AND TUDANELING: WHEN TRENCHING IS; REQUIRED WITHIN THE LIMITS OF CLEARING, IT SHALL BE DONE AS FAR AWAY FROM THE TRUNKS OF TREES AS POSSIBLE. TUNNELING UNDER A LARGE TREE SHALL BE CONSIDERED AS AN 41 o ALTERNATE WHEN Ilr IS ANTICIPATED THAT NECESSARY TRENCHING WILL DESTROY FEEDER ROOTS. v : I luCLEANUP i/ PROTECTIVE FENCINIG SHALL BE THE LAST ITEMS REMOVED DURING FINAL CLEANUP. <Xj) it,4�, , iu,A)�J- DAMAGED TREES: 3-, \QAMAGED TREE SHAtLL BE TREATED IMMEDIATELY BY PRUNING, FERTILIZATION OR OTHER METHODS RECOMMENDED A. - BY, TREE SPECIALIST. CD Ac— <1 ED 0 > c: z mz �A m 5t It If it 'PROTECTIVE \ffNC AT > 0 A j THt\ EDGE OF CONSTRUCTION Avo ot—Ib/\ / j 1 - Co 1 �- WB 0 "All \ ti`.:',fir'It (J) EXIS NG' TREE LINE TO '113EMAIN ILI f 422 - k_- I" c IV n Fr Fj J C) REVISION W-O DATE I NO. REVISION IX LL C6, 4\ cL IF THIS DRAWING IS A REDUCTION 9GRAPHIC SCALE MUST BE USED \ 41 I frF - Irri 1, / Fr] 50' 0 50' _rj BY I DATE SEE DRAWING L-2 DESIGNED BY: TJW ENGINEERS DRAWN BY: SURVEYORS TIN PLANNERS ASSOCIATES"w"Y TJw WWA NUMBER: 147 MILL RIDGE ROAD LYNCHBURG, VIRGINIA 24502 PHONE: 434.582.605 FAX: 434.582.6179 201094DO PROJECT: STONEHAUS DEVELOPMENT AVEMORE ALBEMARLE COUNTY, VRGE,41A TITLE: FILE NAME: 1094LIDGN LANDSCAPING PLAN DISCIPLINE: CIVIL SCALE: DATE: 11122102 REVISION NUMBER: IN DRAWING NUMBER: L m I SHEET NUMBER: 26 OF 27