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SDP200300067 Plan - Approved Final Site Plan and Comps. 2004-04-21
Location Ma c""In. 9 ".-17MIl' 1. VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, DATED 1994, 2. VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE STANDARDS, DATED 2001, 3, VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AkND WATER CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992 4. ALBEMARLE COUNTY SERVICE AUTHORITY, GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ADOPTED JANUARY 15, 1998. 1 ENGINEERSCONSULTING LANDSCAPE N Dy y E D PLANNERi 301 EAST HIGH STREET CHARLOTTESVILLE, VIRGINIA 22902 tele: 434.979.7522 fax: 434.977.1194 rn ® 1 cla.Permit l (APPROVED ON APRIL 16, 20D-10 FOR OUTDOOR DISPLAY VEHICLES (SP -2002-46) 1. THE SITE SHALL BE DEVELOPED IN GENERAL ACCORDANCE WITH ii -IE I`A.uHED (COPIES ON .FILE) DAGGETT & GRIGG PLANS, FOR BROWN AUTO PARK, ENTIT4I ED AP , "'f DATED JANUARY 15, 2003, SITE PLAN, DATED MARCH 20, 2003, AND DISPLA ` r AG -PLAN, DATED MARCH 20, 2003; 2. VEHICLES SHALL NOT BE ELEVATED ANYWHERE ON SITE (THROUGH THE USE OF RACKS OR OTHER LIFT DEVICES); 3. VEHICLES SHALL BE DISPLAYED ONLY (N AREAS INDICATED FOR DISPLAY SHOWN ON THE ATTACHED DAGGETT & GRIGG pz.crUS, FOR BROWN AUTO PARK, ENTITLED DISPLAY PARKING PLAN, DATED MARCH 20, 20(',J 4, REDUCE THE AMOuNf OF GROUND LEVEL VEHICLE DISPLAY TO THE SATISFACTION OF THE ARCHITECTURAL- REVIEW BOARD; 5. PLANTING ISLANDS IN THE DISPLAY AREA EAST AND SOUTH OF THE ;- (ASE 2 BUILDING SHALL BE INCREASED IN SIZE TO ALLOW FOR TRUE CLUSTERING OF TREE'S . CLUSTERS SHALL BE COMPOSED OF A COMBINATION OF CONIFERS AND BROADLEAF EVERGREENS; AND 6, IN PHASE 1, PROVIDE ALL LANDSCAPING EXCEPT FOR INTERIOR PLANTINGS ASSOCIATED WITH PHASE 2, FOR STRUCTURED PARKING (SP -2002-65) 1. THE SITE SHALL BE DEVELOPED IN GENERAL ACCORD WITH THE ATTACHED (COPIES ON FILE) DAGGETT & GRIGG PLANS, FOR BROWN AUTO PARK, ENTITLED ARB PACKAGE, DATED JANUARY 15, 2003, AND SITE PLAN, DATED MARCH 20, 2003; 2, MATERIALS FOR THE PARKING DECK AND FOR THE STRUCTURES OVER THE SERVICE EXIT LANES SHALL MATCH SHOWROOM MATERIALS, PAINTED AND RAW CONCRETE IS NOT APPROPRIATE; 3, THE DESIGN OF THE BUILDING SHALL BE REVISED SO THAT PARKED VEHICLES WILL NOT BE VISIBLE ON THE ROOFTOPS OF THE STRUCTURES OVER THE SERVICE EXIT LANES; 4. PROVIDE AN INFORMAL PLANTING OF MIXED EVERGREEN TREES ALONG THE NORTH SIDE OF THE PHASE 1 BUILDING; 5, FURTHER REDUCE THE IMPACTS OF LIGHTING, INCLUDING THE ROOFTOP POLE LIGHTS AND WALL MOUNTED LIGHTS ABOVE THE SHOWROOM; 6. THE DESIGN OF THE PHASE 2 BUILDING SHALL BE COMPATIBLE WITH THE PHASE 1 BUILDING, AS DETERMINED BY THE ARB; AND 7, ADJUST THE PARKING SCHEDULE TO THE SATISFACTION OF THE ZONING ADMINISTRATOR, AS DESCRIBED IN A MEMORANDUM, DATED MARCH 18, 2003, PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY', INCLUDING 22. AN APPROVED SET OF PLANS AND ALL APPLICABLE PERMITS MUST BE MAINTAINED AND SANITARY SEWER AND WATER MAIN COW)TRUCTION 1. CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROMI THE DEPA TMENT OF ENGINEERING MADE AVAILABLE AT THE CONSTRUCTION SITE BY THE CONTRACTOR, VIRGINIA'S FIRST FAMILY OF FINE CARS; INC. ®s - VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT), THIS PLAN AS DRAWN MAY NOT SETBACK LINE - - 1, WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY 6,161 AC ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT, WHERE DISCREPANCIES 23. THE CONTRACTOR SHALL PERFORM ALL WORK USING THE DIMENSIONS SHOWN ON THESE INSPECTORS, THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE ALBEMARLE COUNTY SERVIC AU HORITY OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN, PROPOSED ZONING: PLANS, THE CONTRACTOR SHALL NOT USE SCALES, RULERS, DIVIDERS, MAP WHEELS OR AUTHORITY OFFICIALS AT THE START OF THE WORK, f '� AS PER ALBEMARLE COUNTY CODE 18.21,7,1 OTHER MEASURING DEVICES TO DETERMINE SPATIAL RELATIONSHIPS ON THESE DRAiWINGS, - - 2. ALI- PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL VIRGINIA DEPARTMENT OF TRANSPORTATION PARKING 10' 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT SIDE (HILTON HEIGHTS RD): CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF VDOT UNLESS OTHERWISE 24. SHALL NOTIFY WHO (T'Y LINES NECESSARILY THE THE IAT( TREELINE REAR (DOUBLE TREE LANE -PRIVATE): NITHEOAREACOFOR LEASTTETWO WORKINGGROUND PROPOSED EXCAVATION ORSBLASTINGMAINTAIN [DAYS BUT CONTRACTOR SHOALIL, ON HISOWNNI1NI E, LOCATEO,ALL UNDERGROUNDPLINNES AND -- - NOTED, W NOT MORE THAN TEN WORKING DAYS, PRIOR TO COMMENCEMENT OF EXCAVATION OR STRUCTURES AS NECESSARY, 3, EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH STORNI SEWER LINE DEMOLITION, - _ THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR 'TO ANY CLEARING, --- - S -- 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER INLET GRADING OR OTHER CONSTRUCTION. 25. CONTRACTOR EXCLUDES THE COST OF ANY SITE OR OTHER TRASH COMPACTORS., CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY -- -- --{ S CONCRETE PAD IS INCLUDED PER SITE PLAN BUT ELECTRIC IS EXCLUDED, ON JANUARY 15, 1998, 4. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE TELEPHONE PEDESTAL O OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR HIS DESIGNEE, DEEMED 26. THE POWER COMPANY WILL PERFORM ITS OWN SITE WORK UP TO AND INCLUDING THE 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. OVERHEAD TELEPHONE IT NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL, - T - - - -- CONNECTION TO THE ELECTRIC METERS THAT ARE MOUNTED ON THE BUILDINGS ATT A SINGLE EASEMENT -- - - -- --- - LOCATION, THE TELEPHONE AND CABLE TV COMPANIES WILL PERFORM THEIR OWN SITE 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 5, UNLESS OTHERWISE NOTED, ALL STORM DRAINAGE PIPE TO BE HANCOR HI -Q, VDOT CONCRETEPAVEMENT WORK UP TO A SINGLE BOX ON EACH BUILDING, STANDARD PIPE BEDDING DETAIL PB -1 IS REQUIRED WITH HANCOR HI -0 HIGH DENSITY 6, ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT, OF COVER MEASURED FROM ,CURB WITH GUTTER POLYETHYLENE (HDPE) PIPE, 27, THE POWER COMPANY WILL PERFORM ITS OWN WORK UP TO AND INCLUDING THE THE TOP OF THE PIPE, OVER THE CENTERLINE OF THE PIPE, THIS INCLUDES ALL FIRE HYDRANT ------------------ CONNECTION TO THE ELECTRIC METER FOR THE PROPOSED BUILDING, THE TELEPHONE AND LINES, SERVICE LATERALS, AND WATER LINES, ETC, 6. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA SWALE/DITCH CELE TV COMPANIES WILL PERFORM THEIR OWN WORK UP TO THE BUILDING, STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 7, ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES, SANITARY EWER STRUCTURE 28, ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGE DITCH OR DRAINAGE IELECTRICAL WIRING LINE 7, THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RELATIIONSHIP TO THE E OUTFALL, PIPE SHALL BE 6 -INCH MINIMUM DIAMETER AND CONFORM TO VDOT STANIDARDS 8, VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE - - EXISTING SITE SURVEY, THE CONTRACTOR SHALL ALSO VERIFY ALL DIMENSIONS, SITE (UNDERGROUND TELEPHONE LINE SB -1, NOTIFY ENGINEER IN ALL CASES, VALVE DURING A FUTURE EXTENSION OF THE LINE, UGT CONDITIONS, AND MATERIAL SPECIFICATIONS AND SHALL NOTIFY THE OWNER AND ENGINEER OF ANY ERRORS, OMISSIONS OR DISCREPANCIES BEFORE COMMENCING OR PROCEEDING WITH 29, UNLESS OTHERWISE SPECIFIED, FINISH GRADES AT BUILDING SHALL BE A MINIMUM (OF 6 -INCHES 9. AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE FIELD, A IFIRE HYDRANT ASSEMBLY FH BELOW GROUND FLOOR INTERIOR FINISH FLOOR ELEVATION (FFE), GRADES SHALL SLOPE A MARKUP SET OF PLANS SHALL BE PROVIDED TO THE OWNER OR HIS REPRESENTATIVE TO SERVE WORK. SMH MINIMUM OF 5% AWAY FROM STRUCTURES TO A POINT WHERE EITHER PROPOSED/ IEXISTING AS THE BASIS FOR THE FINAL AS -BUILT PLANS, THE DATA RECORDED SHALL BE IN ACCORDANCdE 8. DEVIATIONS FROM OR CHANGES TO THESE PLANS WILL NOT BE ALLOWED UNLESS APPROVED 'TOP OF CURB GRADES, A DITCH OR OTHER MEANS OF ADEQUATE CONVEYANCE CHANNELS SHALL., COLLECT WITH THE REQUIREMENTS AS SPECIFIED IN THE A,C,S,A, AS -BUILT PLAN CHECKLIST, LATEST TC BY THE ENGINEER/LANDSCAPE ARCHITECT. AND DIRECT RUN-OFF AWAY FROM THE STRUCTURES. EDITION, 9. THESE PLANS DO NOT GUARANTEE THE EXISTENCE OR NON-EXISTENCE OF UNDERGROUND 30, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING AN INDEPENDENT EARTHWORK/ 10. ALL WATER MAINS SHALL BE CLASS 52, DUCTILE IRON PIPE UNLESS OTHERWISE NOTED, UTILITIES. PRIOR TO ANY CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL VERIFY DI GRADING ESTIMATE WHICH WILL SERVE AS THE BASIS OF ALL CONTRACTUAL OBLIGATIONS WV THE EXISTENCE AND LOCATION OF, OR THE NON-EXISTENCE OF, UNDERGROUND UTILITIES, (OVERHEAD ELECTRIC BETWEEN THE CONTRACTOR AND OWNER, OWNER TO NOTIFY ENGINEER OF THE OUTCOME 11, BEFORE FINAL RELEASE OF WATER METERS, PRIVATE FIRE LINES MUST BE TEMPORARILY SHUT OHE THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). OF CONTRACTOR'S ESTIMATE. OFF TO PROVE DOMESTIC CONNECTIONS HAVE BEEN PROPERLY MADE. 10. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UTILITIES 31, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY ADDITIONAL FILL MATERIAL SURVEY AND TOPOGRAPHY SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF NECESSARY. RCP THAT MAY BE NECESSARY IN THE COURSE OF CONSTRUCTION AND SHALL BE RESPONSIBLE THE EXISTENCE AND/OR LOCATION OF UTILITIES SHOWN ON THESE PLANS MAY BE ONLY `YARD DRAIN FOR THE DISPOSAL OF ANY EXCESS MATERIAL FROM THE SITE, ANY SUCH EARTH-IMOVING 1 BOUNDARY SURVEY PERFORMED B" MCKEE CARSON, TOPOGRAPHIC SURVEY PROVIDED BY YD APPROXIMATELY CORRECT AND THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY ACTIVITY IS SUBJECT TO THE APPROVAL OF THE OWNER AND ENGINEER, MCKEE CARSON, ADDITIONAL BOUPDARY AND TOPOGRAPHIC INFORMATION PROVIDED BY (ON CENTER MEASURES TO PROTECT THE UTILITIES SHOWN HEREON AND ANY OTHER EXISTING UTILITIES OC B. AUBREY HUFFMAN FROM A SITE PLAN FOR RIVER HEIGHTS RETAIL CENTER, NOT OF RECORD OR NOT SHOWN ON THESE PLANS, THE CONTRACTOR SHALL BE 32, PAVED, RIP -RAP OR STABILIZATION MAT LIED DITCH MAY BE REQUIRED WHEN IN T'HE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ANY EXISTING UTILITIES DAMAGED DURING TREE TO BE RELOCATED OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTORS 2, SURVEY DATUM: USGS TBM CONSTRUCTION, IF A UTILITY IS DAMAGED DURING CONSTRUCTION, STOP WORK IMMEDIATELY DESIGNEE, IT IS DEEMED NECESSARY TO STABILIZE A DRAINAGE CHANNEL, TBR TO BE SAVED AND NOTIFY THE ENGINEER, 33, Ail TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM3, BENCHMARK: TOP BOLT OF FIRE HYDRANT ASSEMBLY Id SW CORNER OF INTERSECTION OF U,S. 29 11, CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR TYP TRAFFIC CONTROL DEVICES. AND HILTON HEIGHTS ROAD, ELEVATION = 427.24', DETERMINED BY B, AUBREY HUFFMAN, PER SDP -89-038 "RIVER HEIGHTS RETAIL CENTER", APPROVED JAN. 27, 1989, JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, FAIR RELEASE VALVE ARV INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY 34, UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFOCED CONCRETE (PIPE- CLASS III, CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE (ENGINEER 35. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSH/A STANDARDS FOR CONSTRUCTION • ° As vecitics/Mscellaneous HARMLESS FROM ANY AND ALL LIABILITY, REAL AND ALLEGED, IN CONNECTION WITH THE INDUSTRY (29 GFR PART 1926), PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LABILITY ARISING FROM "THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER". SITE CONSTRUCTION 1. LAND USE: AUTO CAR DEALERSHIP 12, RELOCATION OF ANY EXISTING UTILITIES SHALL BE AT THE OWNER'5 EXPENSE AND �. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE PAVEMENT SUBGRADE, CBR 2. THIS SITE IS NOT LOCATED WITHIN A RESERVOIR WATERSHED, COMPLETED WITH THE SITE WORK. THE DEVELOPER SHALL BE NOTIFIED AS TO THE TESTS SHALL BE PERFORMED ON THE SUBGRADE SOIL. IF A SUBGRADE SOIL SUPPORT VALUE RELOCATIONS REQUIRED PRIOR TO THE START OF CONSTRUCTION, ADEQUATE AS -BUILT OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE: BY THE 3. THIS SITE IS NOT ADJACENT TO ANY WATERCOURSES, CLOSEST WATERCOURSE IS THE RIVANNA RECORDS OF ADJUSTMENTS WILL BE MAINTAINED BY THE CONTRACTOR, ENGINEER, RIVER APPROXIMATELY 700' FROM FRONT NORTHWEST CORNER. 13. BEFORE BURNING, BLASTING, OR TRANSPORTATION OR STORAGE OF EXPLOSIVES, THE 2, ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION LIMITS OF PAVED 4. NO PtRT OF THIS SITE LIES WITHIN A DESIGNATED 100 -YEAR FLOOD PLAIN, CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS, AREAS, 5. NO SEPTIC SETBACK LIMITS AFFECT THIS SITE, 14, UNLESS OTHERWISE SPECIFIED, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ROCK 3, CONSTRUCTION DEBRIS SHALL BE CONTAINERIZED IN ACCORDANCE WITH THE VIRGINIA LITTER BLASTING, RIPPING, EXCAVATION, TRANSPORTATION, PLACEMENT, COMPACTIION, CONTROL ACT, NO LESS THAN ONE LITTER RECEPTACLE SHALL BE PROVIDED AT THE 6, ESTIMATED TRAFFIC GENERATION: NOT APPLICABLE EXPLORATION AND DISPOSAL, CONSTRUCTION SITE. 7. PUBLIC SPACE WILL NOT BE DEDICATED ON-SITE, 15, ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION LIMITS OF 4. STEPS FOR INGRESS AND EGRESS IN ALL DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE PAVEMENT, BUILDINGS AND WALL AREAS, WITH VDOT STANDARD ST -1, ALL DRAINAGE INLETS SHALL HAVE A 2 -INCH LOCAL DEPRESSION. 8, ALL BUILDINGS WILL BE ADA ACCESSIBLE AND WILL HAVE AN AUTOMATIC SPRINKLER SYSTEM AS A MEANS OF FIRE SUPPRESSION, 16, THE CONTRACTOR SHALL ADEQUATELY PROTECT EQUIPMENT, MATERIALS, AND COMPLETED 5, ALL CURB INLETS SHALL HAVE A 2 -INCH LOCAL DEPRESSION AT THIER THROAT TO PROMOTE WORK FROM THEFT AND VANDALISM, THE OWNER IS NOT RESPONSIBLE FOR THE LOSS OF POSITIVE DRAINAGE TO THE INLET. ALL YARD INLET RIM ELEVATIONS SHOWN ARE APPROXIMATE, 9, MAIL WILL BE DELIVERED TO A CENTRAL LOCATION WITHIN EACH BUILDING, ANY MATERIAL STORED AT THE SITE, FINAL ELEVATIONS SHOULD BE DETERMINED AFTER FINAL GRADING AT THE TIME OF FINAL ACCEPTANCE OF THE PROJECT. 10, OUTDOOR DISPLAY VEHICLES AND STRUCTURED PARKING ARE PERMITTED FOR THIS SITE AS PER 17. ANY DAMAGE TO EXISTING PHYSICAL FEATURES (WALKS, LIGHTS, TREES, SHRUBS, ETC.) ALBEMARLE COUNTY SP -2002-46 AND SP -2002-65 (BOS: 04/16/03), SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, REPAIRS OR REPLACEMENT SHALLv STORM DRAIN PIPE LENGTHS SHOWN ON PLANS ARE MEASURED TO THE CENTER OF THE BE MADE AS NECESSARY AT NO COST TO THE OWNER, CONNECTING STORM DRAIN STRUCTURES, PIPE LENGTHS INCLUDE STANDARD VDOT END SECTIONS 11, ALL SURFACE PARKING SPACES SHALL BE 9' X 20' (MIN.), ALL UNDERGROUND/PARKING DECK WHERE APPLICABLE. PARKING SHALL BE 10' X 20' (MIN) EXCLUDING DISPLAY AREAS, SUF'PLEivIENTAL/SURPLUS SURFACE 18, ALL TURF AREAS THAT ARE IMPACTED OR DISTURBED BY CONTRACTOR VEHICLES, PARKING PROVIDED ON-SITE SHALL BE USED ALSO FOR VEHICLES LOADING AND DELIVERIES, EQUIPMENT OR ACTIVITY SHALL BE REPAIRED, REGRADED, AND RESEEDED IMMEDIATELY. 7, STORM DRAIN TOP ELEVATIONS SHOWN ON PLANS ARE TAKEN AT THE CENTER OF THE. INLET BOX, 12, EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP WHICH EMITS 3000 OR MORE MAXIMUM LUMENS 19. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED, 8. UNLESS OTHERWISE NOTED, ALL ROOF DRAINS SHALL BE TIED INTO THE PROPOSED GRIEY-WATER SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 2:1. WHERE POSSIBLE, LESSER SLOPES OF 4:1 RECYCLING SYSTEM. (SEE ARCHITECTURAL PLANS FOR DETAILS) AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS, OR BETTER ARE TO BE ACHIEVED, CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING STABILIZED GRASS STANDS ON ALL SLOPES. 9. ALL PAVEMENT MARKINGS TO BE REFLECTORIZED, ALL PAVEMENT MARKINGS SHALL MEET THE 13, THE SPILLOVER OF LIGHTING FROM OUTDOOR LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN LATEST VDOT SPECIFICATIONS AND SHALL BE IN ACCORDANCE WITH MUTOD STANDARDS, LATEST RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF (1/2) FOOT CANDLE, 20. THE CONTRACTOR'S WORK SCHEDULE SHALL BE COORDINATED WITH THE DOWNER AND THE EDITION. BUILDING CONTRACTOR, 14. ALONG WITH THIS PRELIMINARY PLAN, WAIVERS AND VARIANCES ARE REQUESTED FOR CRITICAL 10, TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARICADES SHALL BE INSTALLED BY THE SLOPES DISTURBANCE 21. PARKING FOR THE CONTRACTOR'S VEHICLES SHALL BE COORDINATED THROUGH THE OWNER. DEVELOPER WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING OR HIS DESIGNEE, THEY THE OWNER IS NOT RESPONSIBLE FOR THE LOSS OF ANY MATERIAL STORIED AT THE SITE, RE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS, ALL SIGNS OR 15. PHASE i CONSTRUCTION TO START WITHIN 24 MONTHS OF APPROVAL OF PHASE I FINAL SITE PLANV, PARKING OF EMPLOYEE VEHICLES WILL BE ACCOMMODATED AT THE SITE, OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM PHASE II SITE PLAN TO BE SUBMITTED WITHIN 5 YEARS OF APPROVAL OF PHASE I SITE PLAN, TRAFFIC CONTROL DEVICES, LATEST EDITION, 16, PHASE II, TO BE BUILT AFTER PHASE 1, WILL INCLUDE 25 PARKING SPACES TO BE PROVIDED AS PART OF PHASE I IMPROVEMENTS. rn ® 1 cla.Permit l (APPROVED ON APRIL 16, 20D-10 FOR OUTDOOR DISPLAY VEHICLES (SP -2002-46) 1. THE SITE SHALL BE DEVELOPED IN GENERAL ACCORDANCE WITH ii -IE I`A.uHED (COPIES ON .FILE) DAGGETT & GRIGG PLANS, FOR BROWN AUTO PARK, ENTIT4I ED AP , "'f DATED JANUARY 15, 2003, SITE PLAN, DATED MARCH 20, 2003, AND DISPLA ` r AG -PLAN, DATED MARCH 20, 2003; 2. VEHICLES SHALL NOT BE ELEVATED ANYWHERE ON SITE (THROUGH THE USE OF RACKS OR OTHER LIFT DEVICES); 3. VEHICLES SHALL BE DISPLAYED ONLY (N AREAS INDICATED FOR DISPLAY SHOWN ON THE ATTACHED DAGGETT & GRIGG pz.crUS, FOR BROWN AUTO PARK, ENTITLED DISPLAY PARKING PLAN, DATED MARCH 20, 20(',J 4, REDUCE THE AMOuNf OF GROUND LEVEL VEHICLE DISPLAY TO THE SATISFACTION OF THE ARCHITECTURAL- REVIEW BOARD; 5. PLANTING ISLANDS IN THE DISPLAY AREA EAST AND SOUTH OF THE ;- (ASE 2 BUILDING SHALL BE INCREASED IN SIZE TO ALLOW FOR TRUE CLUSTERING OF TREE'S . CLUSTERS SHALL BE COMPOSED OF A COMBINATION OF CONIFERS AND BROADLEAF EVERGREENS; AND 6, IN PHASE 1, PROVIDE ALL LANDSCAPING EXCEPT FOR INTERIOR PLANTINGS ASSOCIATED WITH PHASE 2, FOR STRUCTURED PARKING (SP -2002-65) 1. THE SITE SHALL BE DEVELOPED IN GENERAL ACCORD WITH THE ATTACHED (COPIES ON FILE) DAGGETT & GRIGG PLANS, FOR BROWN AUTO PARK, ENTITLED ARB PACKAGE, DATED JANUARY 15, 2003, AND SITE PLAN, DATED MARCH 20, 2003; 2, MATERIALS FOR THE PARKING DECK AND FOR THE STRUCTURES OVER THE SERVICE EXIT LANES SHALL MATCH SHOWROOM MATERIALS, PAINTED AND RAW CONCRETE IS NOT APPROPRIATE; 3, THE DESIGN OF THE BUILDING SHALL BE REVISED SO THAT PARKED VEHICLES WILL NOT BE VISIBLE ON THE ROOFTOPS OF THE STRUCTURES OVER THE SERVICE EXIT LANES; 4. PROVIDE AN INFORMAL PLANTING OF MIXED EVERGREEN TREES ALONG THE NORTH SIDE OF THE PHASE 1 BUILDING; 5, FURTHER REDUCE THE IMPACTS OF LIGHTING, INCLUDING THE ROOFTOP POLE LIGHTS AND WALL MOUNTED LIGHTS ABOVE THE SHOWROOM; 6. THE DESIGN OF THE PHASE 2 BUILDING SHALL BE COMPATIBLE WITH THE PHASE 1 BUILDING, AS DETERMINED BY THE ARB; AND 7, ADJUST THE PARKING SCHEDULE TO THE SATISFACTION OF THE ZONING ADMINISTRATOR, AS DESCRIBED IN A MEMORANDUM, DATED MARCH 18, 2003, Sheetlndex Abbrevat 'ions ITEM THE DHARMA FOUNDATION DEP TMENT OF PLANN NG D COMMUNITY DEVEL PMENT BENCH MARK 14 SOUTH SWINTON AVENUE TOTAL SPACES PROVIDED: DEPA TMENT OF ENGINEERING PROPERTY / RIGHT OF WAY LINE VIRGINIA'S FIRST FAMILY OF FINE CARS; INC. ®s - DEPARTMENT OF ZONING SETBACK LINE - - FIRE CFF) b ER 6,161 AC CONTOUR - - - - -- -- - - TAX MAP 45 / PARCEL 68D6 ALBEMARLE COUNTY SERVIC AU HORITY ENTRANCE CORRIDOR (EC), HIGHWAY COMMERCIAL (HC) PROPOSED ZONING: 10 DEPARTMENT OF B ILDING CODE f '� AS PER ALBEMARLE COUNTY CODE 18.21,7,1 J - - ARCHITECTURAL R VIEW BOARD mv-p BUILDING 30' VIRGINIA DEPARTMENT OF TRANSPORTATION Sheetlndex Abbrevat 'ions ITEM THE DHARMA FOUNDATION EXISTING PROPOSED BENCH MARK 14 SOUTH SWINTON AVENUE TOTAL SPACES PROVIDED: DELRAY BEACH, FL PROPERTY / RIGHT OF WAY LINE VIRGINIA'S FIRST FAMILY OF FINE CARS; INC. ®s - 15920 SEMINOLE TRAIL SETBACK LINE - - -- - - -- -- 6,161 AC CONTOUR - - - - -- -- - - TAX MAP 45 / PARCEL 68D6 INDEX CONTOUR ENTRANCE CORRIDOR (EC), HIGHWAY COMMERCIAL (HC) PROPOSED ZONING: 10 BUILDING RIO SETBACKS: AS PER ALBEMARLE COUNTY CODE 18.21,7,1 FENCE - - - - - Xx- BUILDING 30' GUARD RAIL PARKING 10' SIDE (HILTON HEIGHTS RD): PAVEMENT ------------------ ---------_---TREE PARKING 10' TREELINE REAR (DOUBLE TREE LANE -PRIVATE): �v^vvv'r WATER MAIN LINE -- - - W - - - W WATER VALVE -- - --- - -- PARKING NONE STORNI SEWER LINE 77= -- - _ SANITARY SEWER LINE --- - S -- INLET �- --� - - 1 1 MANHOLE -- -- --{ S UTILITY POLE -O- TELEPHONE PEDESTAL O OVERHEAD ELECTRIC -- - - E -- - - OVERHEAD TELEPHONE -- - - T - - - -- EASEMENT -- - - -- --- - (BITUMINOUS PAVEMENTS C----------------- ---------------CONCRETE CONCRETEPAVEMENT CURB ,CURB WITH GUTTER -- ---------------- IHC RAMP ------------------ ,GAS LINE - G _- - __ G - ! ICI \ SWALE/DITCH RIP RAP STORM DRAIN STRUCTURE a« . ®° ° • °°" " ' 0 SANITARY EWER STRUCTURE 2 IELECTRICAL WIRING LINE E IUNDERGROUND ELECTRIC LINE -UGE- - - _UGE--�---- (UNDERGROUND TELEPHONE LINE -UGT - - -- UGT [REINFORCED CONCRETE PIPE RCP RCP IFIRE HYDRANT ASSEMBLY FH FHA SANITARY MANHOLE SMH SMH STORM DRAIN MANHOLE SDMH SDMH 'TOP OF CURB rC TC !BOTTOM OF CURB 80 BC [LOW POINT LP LP (DROP INLET DI DI )WATER VALVE WV WV (OVERHEAD ELECTRIC OHE (OVERHEAD TELEPHONE -OHT (CURB WITH GUTTER CG (REINFORCED CONCRETE PIPE RCP ILIGHT POLE LP `YARD DRAIN YD (SIAMESE CONNECTION Sc (ON CENTER OC (OUTSIDE DIAMETER OD )POLYVINYL CHLORIDE PVC TREE TO BE RELOCATED TBM TO BE REMOVED TBR TO BE SAVED TBS TYPICAL TYP VIRGINIA DEPARTMENT OF TRANSPORTATION VDOT FAIR RELEASE VALVE ARV Site Data OWNER: THE DHARMA FOUNDATION 82 SERVICE EMPLOYEES: (FORMERLY THE WORRELL FOUNDATION) TOTAL SPACES REQUIRED: 14 SOUTH SWINTON AVENUE TOTAL SPACES PROVIDED: DELRAY BEACH, FL DEVELOPER: VIRGINIA'S FIRST FAMILY OF FINE CARS; INC. 1. 9/2/03 COUNTY COMMENTS 15920 SEMINOLE TRAIL 2, 10/9/03 COUNTY COMMENTS CHARLOTTESVILLE, VA 22901 TOTAL SITE ACERAGE: 6,161 AC TAX MAP / PARCEL: TAX MAP 45 / PARCEL 68D4 AND 5. 12/3/03 ZONING COMMENTS TAX MAP 45 / PARCEL 68D6 ZONING; ENTRANCE CORRIDOR (EC), HIGHWAY COMMERCIAL (HC) PROPOSED ZONING: SAME MAGISTERIAL DISTRICT: RIO SETBACKS: AS PER ALBEMARLE COUNTY CODE 18.21,7,1 FRONT (ALONG U.S. 29): BUILDING 30' PARKING 10' SIDE (HILTON HEIGHTS RD): BUILDING 30' PARKING 10' REAR (DOUBLE TREE LANE -PRIVATE): BUILDING NONE PARKING NONE SIDE (DOUBLE TREE HOTEL) BUILDING NONE PARKING NONE MAXIMUM BUILDING HEIGHT: 49' NUMBER OF EMPLOYEES: 82 SERVICE (MAX.) PARKING: SEE CALCULATION BELOW RECREATIONAL AREA: TO BE DETERMINED IN FINAL SITE PLAN PROCESS (PLAZA/PICNIC AREA -BOTH PHASES 1 & 2) OPEN SPACE: SEE SHEET 6 MAXIMUM DWELLING UNITS: NA GROSS RESIDENTIAL DENSITY: NA FAR; ,56 SQUARE FOOTAGE USAGE: FIRST FLOOR: 46,300 SF MEZZANINE FLOOR: 15,103 SF PARKING DECK 2: 54,925 SF PARKING DECK 3: 32,925 SF TOTAL: 149,253 SF IMPERVIOUS AREA: 219,846 SF Parking alcu a n '�` OVERFLOW SPACES FOR PARCEL 68D3 64,179 SF DISPLAY PARKING / 1500: 44 SERVICE STALLS: 80 SPACES 43 SPACES 88 SPACES 82 SERVICE EMPLOYEES: 82 SPACES TOTAL SPACES REQUIRED: 293 SPACES TOTAL SPACES PROVIDED: 293 SPACES REVISIONS: 1. 9/2/03 COUNTY COMMENTS 2, 10/9/03 COUNTY COMMENTS 3, 11/10/03 ARB & ACSA COMMENTS 4. 11/18/03 ARB COMMENTS 5. 12/3/03 ZONING COMMENTS 6. 12/12/03 ZONING COMMENTS I�/ P ���un�� 1. THIS DEVELOPMENT CONCEPT PROPOSES THE CONSOLIDATION OF 2 PARCELS INTO 1 FOR THE PURPOSE OF COMMERCIAL DEVELOPMENT'PHASE | DEVELOPMENT Is PLANNED AS MULTIPLE AUTO DEALERSHIPS ON THE NORTHERN PORTION OF THE SITE AND WILL ADDRESS ROUTE 28 ON THE LOWER LEVEL WITH 2 UPPER LEVEL STRUCTURED INVENTORY STORAGE DECKS ACCESSED FROM THE REAR OF THE SITE, PHASE || | E.E-0 |E.T�u PLANNED AS A FUTURE AUTO DEALERSHIP ON THE SDUTHERN PORTION OF THE SITE AND WILL ADDRESS THE INTERSECTION OF ROUTE 29 AND HILTON HEIGHTS RD. ' ' . 2. PHASE | CONSTRUCTION TO START WITHIN 24 MONTHS OF APPROVAL OF FINAL SITE PLAN. 3. PHASE U SITE PLAN WILL BE SUBMITTED WITHIN 5 YEARS OF APPROVAL OF PHASE | SITE PLAN. { ' 4. WAIVERS OF ALBEMARLE COUNTY ORDINANCE WILL BE REQUESTED WITH THIS SITE PLAN APPLICATION. THESE REQUESTS ARE FOR GRADING SLOPES IN EXCESS OF 25% SAM /~�/ //I� AND PROVIDING STRUCTURED PARKING. ���1��Y �� L�L.���� S ALL DIMENSIONS TO FACE OF CURB UNLESS NOTED OTHERWISE, ' ' -_—_ bY��/ �����7- ����l~ �/k7�1�� / Goa|o 1"=30' 0 30 60 120 � .00l,ol �� ^e z I Z"A � �����Y� f'�|^���[�L�CARSON CONSULTING ENGINEERS LANDSCAPE ARCH ITECTS LAND PLANNERS 301 Fast High Street Charlottesville, VA 22802 484-979-7522 wwmmckoecamon.vnm McKee Carson and Field Sport Concepts, Ltd. reserves Its common law copyright and other property rights in these drawings, All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. 47- TR' 0'p '00 P -16N ROBERT B. MOKEE' NO. 7783 1. 9/2/03 COUNTY COMMENTS Date: 7/28/03 Ptoject No.: 12211 Designed: SWE Checked: AGF I I + , + t I , , I , jSAM'S CLUB I , , t I ----------------------- I 1 i ' P.✓. 3 , I i L- r DI 3B®�' I TM, 45 PARCAC 68D2 RIM 440,74 r° SAM'S REAL ESTATE BUSINESS TRUST lNV - 436.84; DB REP' 1881/969 PL AT RBF 11741333 , DI 3BL AND USE, Q _ __ HOPPING CENTER RIM - 440,52 INV, 15" - 435,16 - f7 r INV 30" - 426.36 , I v 1 , r j �'• ------------------------------------------------------------ S TA4H -----------------STMH - -- ---- r ` RIM - 450, 48 - - - - _ - - INV, 12' - 43,x, 48 ` ` - /� INV 12" - 429.72 f 1 t p 1 ♦0 \ i , n INV. 30" - 425.93 METER ��r ,� INV, 60" - 417.38 BOX S TDI DI 3B _i ` ,�' RIM - 459,13 1 ' DI 3A �.,� mor r �� RIM - 440.52 REMOVE CURB & GUTTER INV - 455,03 METER I� ® RIM - 437:66 ! ,-, - -�� INV 15' - 435.16 13A�CK TO JOINT, RESET DI -3B BOX i I N DI 3B !F NECESSARY, CONTRACTOR C)rr \ _ �,TO ______________________________________________ d" I INV - 433,56 g� o®r-�`;� rmINV 30" 426,36 �/ "I DOUBLIETREE , _______-_ _ >2' RCP RIM ^ 451,43 TO ENSURE POSITIVE FLOW iii 12�' RC_P_ = "�W P° R/MDI � 46123 ___ INV, 447,78 cylr _ ___� - q� IN - 45 ,r4y - ___ _ _ INV, 44768 _ 12_" RCP `err _ __ 6,02 I� ---- ° _ I . ........ r. _ - - _ _®__-_ a -_ rs® .m ------ate-------s®r-.ra w--ra----^w nrrrmr+- r ar.r rrr rrrr R=60.00 39 r r f I, n •r..r rrrr.rr..r.�. j....r....mr�rf rr...r.r.®...�l.r®ns ��\..-� ®seHO TEL ar ..rar.��� .5r/ -� ....r ---- ly-' T-48,02' ' r / rr / / / / ! x� / / / t 14" BRADFORD ' TBR _ WV� A=80,99' i / 11� bl l ETr7 EE / / �' /! ,v"IN / / / j PBAR TBR I ~- .__ _ W_ _ W- ,W __ iy- `�".- W _L W_._._... _ _ W �7W W___ _ ,® W__.. 1 Vy f _W_ _1_W_ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ WV --- � r r \ � � x,50 FT\ ACCESS EASEIVENT) ADFOR ® 10'� -------------- _ , .�,R W .__- � W ____ ____ -- r r � 1 r � --- \ Ti3� \ � TBR � . } \ \ �/ � _-____-___--_----------__ 12" BR BRADFORD D/ 3B \ \ RIM - 459,30 ------ _ WV N37°99'45'E r o +r � N37°19'45'E � i�,B, T61-298) \ \BAA � �P,R 1� `}� RlM - 455.9 TBR \ !N 5_V 4 4.29,67' r , X11 45,00'} 0 -°...rrrrr..........:r .... - ::., .,��A �.-._ 449�� \lN�/ - 2 20" POPLAR 1 rg rr r m+ r rrrr �.,C_- .. s� .-r-----------r..a.�vr•ra®rr.rrr.. .. xi.r .. .. ...................... r■ r . > .-m 7`v T } A N3 45'E k® P "� -460 -- t , I OzP r T 1 fi 5 . , a \ \ BR TBR .. r ..:. r , r H 0DO H RRY .. .. ,...,. ._ ,...._�, _ ENT SIGN .:. _ r...... . _. .. .... , .-, E REMOVE T O B r . BR T ( r � =,g• t / o 1 � _ f / / ,dam � v �. � 4. .. ::.. , ,..,�':+; . ''!„ ,:. �.... ... , ""r'•# ' \ ... � � �YY I'- N J -S Y e �i .:.rt. ,. : ,.:. , , . . , j:> . . �/ - ,.. . .. .1 .. . T , _. , ..r r r r .. �t y v t " ®o A 0 ., rt f AGF ilk I0 f iW 110 ,1 + u000 TBS d i iii 14" OAK e 7 f c r s a= C 92 ,BRADFORD PEAR _ - W _W_ _ _ -___ W ----- TBS ___._ W.�._. 16" BRADFORD PEAR �r� • ®., -------------- p ,i .r. ■ t o/ 1 1 ,j 5 +_ _ _ . TEST 8OAK ----------- a 1 D! 3B z R/M - 443.89 /iV V - 436,44 -NV,- - 436,26 I �� i BS----------- IT OAK ----------- + a 1 i I s, 'o Id 1" = 30' 110 " ®o A 0 °§ SWE a AGF ilk I0 ---------- iW 110 ,1 ,, ----__-_-___ u000 TBS d i iii 14" OAK e fd 7;r -45 PARCEL 68D3 o 93.079 A C o CHARLOTTESVILLE HOTEL u FUND L.TD, PART, 110 DB REF 1567/347 118 ZONING HC ,Ip D! 38 LAND USE- HOTEL ,1�7?/M - 435,84 INV, - '430«56 11 INV, - 430,4-6__ R E TREE % 1M433;87 �� 1 �_-- -- __-_���n 8� PVC ' _______ / _�-__-_- I _ _ _ - _-__ _------ %-_S _` ---5 / J / _-__ -�` --- / _- - ---S34°20'01"W 906.x13', _�, / J 8„ PVC S -� -- --- - 430 INV ,15" 430'0 - -_ = ' F -° - - - - - - 1 n I�1 V ' 60 ' - 405.57 1 60 " CP 1 i -60 "-RCP - / _ -(- 1 - S - MH - S cr> I / _l_ `� _ �I__. __ __ ____ �_____ -_---_ _-_-_ =- ��`� _ - - RIM - 435, - ® - ¢ ---------- RIM - = SIINV, 42408 NV - 423, 65 / ; 1 RHI pp WV l �� f° �� ��� S``_ - -•�� �p ATf3/ - "-=--_ v- - `'- _ �itT17 / gl3,49 g3 83 _ - Q E ` \ 420 /NV - 423.66 1" / n �°w l I •� Geo RIM 407.86` _ ' - ,S--- B PC �_ _ -4- - -+ S 4 " 7PV' t5'- -4-03- 79 -' (�V V - 4 03 --� - ..I OHE } 1 I= =-= `_ .. 02,66' I �� "STMH-A 7 :, �1/ I1 1 I °_� i (~-----.---=`~ --lN1!,lN 60" - 384?JT - - ~ _ - _ _ - _ R11yfi T0�-¢E _ 52g°36'35 OHS? - ` - % / ' n ° ° - --- -`_" �- ` �ft/+iL f 7 . 48-4ti 5 _-� ..- ~` ` - + ,- SMf l - _ - - RMY 424.61 / n A� 69 1 52' \ - ---- % '. _ -- _._ _v _ i \ - RIM - 436.07 �7 IN - 42q/�8/ �Z 1 e k ) N R= 60 00' ® �- \ .a �. _ _ _ - _: s _- _ _ _ _ _ _ _ _ __ - _ . _- _ - -_' l 540 °a3 307B 13 `-- - - i5' E1rHEi* `i� _. - ( \ 1 j ONE PP \ _ g INV - 423.83 �r IAIV, - 42 16® { �d �� �/ ® T=41,45' n �_ 2°0659"W 959,�� �.� �� ~~-®.-_._ 49 ®«��_ - - - - - f� HE i"` '`\� Q�fB ) REMOVE 18" RCP -,AFTER �_ ~ \ 4i0� INV, - 415.65 A A-71,55' ��a 7 ^- 41� S3 1 / I "`��. 0. __, ___ - O r / 1 TEMPORARY SEDIMENT, __ _ _ --ONE -- �-- OHE--- I�nr�' _` S52°48'95' \ \, '` ` BASIN IS REMOVED. �__ -_- _ __ _ _ _ ,- _^ i,` -- OH HE PP EL EC1lR/C OH-t�/E r`--.� - ON --- 6 �--z6�9�-- .� - . -- OH_E " ~ _ - - .. < Q�D91 ~ - - _ _ _ _ _ - _ _ _ _ _ _ _ ._. - _ - - _ - E -- 0 3 _ ,� --- IOHE d EA - �- r "' -- ~`Z9tl -- - _/rY �- f �� --- _ _ - , - _ _ - ~ _. 4 0- \ _ _ -- OHE I ;µ ---r---------------- -_----------------7 --------_-__ �= �__-_-_-_-- --_--= � r�---,- �� ___________�` "=-,� _ UHE �- = CONTRA�f Q)fR �0. 8E AVE !NV 4 95 �Tf , i r - _ _ _ - � 0-� ,�gB �_ -OHF '�a�1�� __ __�_ ? 15�' RCS / lrr \ --_-_,_____________ _ _ _ _ PP __ SIDEWALK BACK TO JOIN -T~ --- /s ®,im'n 0.~�olva.r���_s�r.�s:r.��� �a3asarr.-sea�a.®er.:.aa-oma ®.a»..'�a<mr.�.r.. r ----------- _______ -__ ^--- = ___ i ���-����_.._ l 15" RCP ---a==- =_Y__ __ ________________ ..armr.asaao m. r.r.. r..r..r _ � ----_--- / _ _ ____�-_-- ---------------_---......---._._---__-_ _-_-t � ,lt ` °� -�� __ 1 'ANDtESET INLET IF NECESSARY t �\ p- /- ``! .......r r., t- r - ..,_--- Di 3B Y DI 3B e\. ~ � - -- SMH RIM - 416,76 RIM - 49189 � � rr....,...rrrrr.rmr..>a...r...�..,,...-�:``®®-saffi„-.-m-aa-:®meq= ----------------- R/M - 439, 49 RIM 421,42 / - 412,51 INV, - 407,66 ®� _ o c o 0 0 0 o o r ®� _r_. ..__ s IN - 426.99 /NV - 414.05 -412.6t - 7. �\ r REMOVE CURB AND GUTTER � � EL EC TRlC INV, - 426,96 INV - 413,87 `o� EASEMENT AND SIDEWALK IN THIS AREA- `. ` =` IMMEDIATELY BEFORE CONSTRUCTION RIM TO BE `> ADJUSTED `C)\\ OF THE�POSED TURN `7� TAPER LANE (SEE SHEET 5) ��' SEMIN L E TRAIL �U S, i OUT1 t.iAV L NES'JSEE SHEET 4 & 5 & 13 FOR DETAILS, /VARIABLE WIDTH R.OW.) - _ - o - - - o - - o 0 0 o - o 0 0 0 - o - =o o =_ t i , , O, THIS SHEET TO 1 D FOR DEMOLITION PURPOSES Scale 1"=30' Contour Interval=2' 0 30 60 120 '4"11 r - McKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 434-979-7522 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. $NLTH op ROBERT B, MOKEE NO. 7783 Q19!1101'vAL �6 Scale: 1" = 30' Date: 7/28/03 Project No.: <C Designed: SWE a AGF rAi F-4 o � � OVA V d 0 ryftl C7 W Scale: 1" = 30' Date: 7/28/03 Project No.: 0221 Designed: SWE Checked: AGF ,00i*a r, 1-r z lza WKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHrrECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 434-979-7522 www,mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd, These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. NL T H 0'p P�"� \ ROBERT B. MCKEE NO, 7783 NAL Scale: I" = 30' Date: 7/28/03 /03] Project No.: 1 0221 Designed: SE Checked: AGF 0 30 60 120 SAM'S CtUB .. ... ... .. Ar0im'QQiC*.4QiC7A1hC7A1TJ .1 4 44 9.644:9.23 50. -,460, 449.07 9,r 4� 9 37 49 4 T S 4 11 447.10. 448.64 TM, .45 PARCEL 68D5 F 6 1, L) 438'0' ' I �T R 4 .57� +1 4 -f 1� non A 437.31 t A Ad7 AQ +AAQ 7 A AR q n 45.18� A50.6 Date: 7/28/03 Project No.: 0221 Designed: SWE Checked. AGF MAMA 1.00% 1 0% 0% 464.36 4 27 454.54 TER BI FIL1 4" %,G V. BIOFILTER O� � T n 0 I A " D 1 `1 T 430,98 3 to -A In Q. 0 TC)0 THIS SHEET TO BE USED FOR GRADING AND UTILITY PURPOSES ONLY Scale I"=30' Contour Interval=2' 0 30 60 120 RS IN ENGIN rE NP r I CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesvllle, VA 22902 434-979-7522 www.mokescarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd, o ROBERT 6, MCKEE NO, 7783 0 VOLIt WMISITANK-0 N kri I LTI INWAty"I WIN Scale:F 1" = 30' Date: 7/28/03 Project No.: 0221 Designed: SWE Checked. AGF MAMA VMS W41 MA 2+00 3+00 4+00 5+00 0+00 7+00 I F5r% I -2 I 0P- C� C� 0 + 0 i 0 430 4 4 11 U) • Oat 410 4^0 t i410 41 4 400 0 10 78,06 'LF OF 15" HDPE ird 2,00% ri 4 0 440 2+00 3+00 4+00 5+00 6+00 Iwo] ^9^ %3 9 %) 0 V > 410 z 7z! z 410' 0+00 1+00 �STORM SEWER E PROFILE McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. NL T H 0'p ROBERT B, MCKEE NO, 7783 4 IQIV-IOIVAL �� &M a F& 11y, Lai m - Scale: H: 1" = 30' V:1" 10' Date: 7/28/03 Project No.: 0221 Designed: JDB Checked: fDB M V+VV 1+00 STORM SEWER G PROFILE. STRUCTURE ID A-7 STRUCTURE TYPE DI -3A TOP ELEV- 447.83 INVERT IN -- INVERT OUT 443.29 PIPE DESCRIPTION JDB Checked: JDB 45.59 LF 15" HDPE 0 1,00% A-6 MH -1 449.16 442.83 442.73 136.43 LF 15" HDPE rd 1.00% A-5 MH -1 448-08 441.37 441,27 261.57 LF 15" HDPE 0 3.50% A-4 MH -1 437.36 432.12 426.50 -200% 16-88 LF 15" HIDPE-rd A-3 B 436,86 425.16 402.29 185.78 LF 60" ROP F5 0,50% A-2 MH -2 426.98 401.36 401,26 131A1 LF 60" RCP 00,50% A-1 MH -2 422.53 -�00 6-0 ---�-90-40 B-7 DI -1 433.10 -- 416,60 56.39 LF 15" HDPE 5 1.00% 8-6 DI -1 420,00 416.04 408.05 26,00 LF 15*' HDPE ra 1,00% B-5 C 411.19 407.79 40T69 58.75 LF 15" HDPE ra 1,50% 8-4 MH -1 410.80 406.81 406.71 211,33 LF 15" HDPE rd 2.14% B-3 1 409,73 402A8 400.58 184.21 LF 24" HDPE rd 1.00% B-2 MH -1 416,07 396.74 396,64 -1000/- 70.72 LF 24" HDPE rd B-1 MH -1 415.45 396.13 ":-39 .03 71.19 LF 24" HDPE iro) 1.00% EX, D1 413,75 395.44 384.95 C-3 DI -3A 408.75 -- 405.00 24.00 LF 15" HDPE rd 1,00% C-2 DI -36 408.00 ---4-04.75 4-04.65 40.00 LF 15" HDPE Ila 0,50% C-1 DI -1 407,00 404.45 404.35 49.00 LF 18" HDPE ral 0.50% B-2 MH -1 409.73 404,11 400.58 Q-1 DI -3C 411.31 -- 407.81 78.06 LF 15" HDPE rd 2,00% B-2 MH -1 416-07 405.99 396.64 E-1 DI -1 --4-4-6,83 -- 44283 22,50 LF 16" HDPE fai 2,00% A-5 MH -1 448.08 442.38 441,27 F-1 DI -3A 424,25 -- 420.25 82,00 LF 15" HDPE ra) 2.00% A -2 MH -2 426.98 418.61 401.2 G-2 DI -3B 427.25 -- 419.25 95-04 LF 15" HDPE fa 10,08% G-1 DI -1 417.67 409,67 409.57 62-40 LF 15" HDPE ra 3.00% B-2 MH -2 416,67 408,00 396.84 H-1 DI -1 414.50 410.00 46.50 LF 15" HDPE @ 2,00% MH -1 415-45 409.07 396.03 MEE E K101 ab] mm 6 M ME$ 0+ A 00 1+00 STORM SEWER H PROFILE M C we] • 0+00 1+00 WATERLINE A PROFILE 2+00 3+00 4+00 5+00 6+00 7+00 SHEN EAUX M HE mrow 6iA,,W&WJ ME .,01j1r I lar z zwj MCKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 434-979-7522 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. T H ()p; ROBERT 6, MCKEE NO, 7783 4 �) 0 7101VAL 1'�� Revisions: 2.10/9/03 COUNTY CONDaNTS 3.11/10/03 ARB & ACSA- COMMENTS Scale: H:1" = 30' V:1" -10' Date-, 7/28/03 Project No.: 0211 Designed: JDB Checked: JDB s Tree v CalculationsPlantiniz , Date: 7/28/03 Project Na.: 02:21 Designed: SWE Checked: Notes CALCULATIONS: 1 ALL SPECIES SPECIFIED GREATER THAN ONE SHALL BE ORDERED FROM ONE SOURCE. Site Area = 6,16 acres. Notes Description Common Name Quantity Caliper Height Spread Root Comments 2. CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE Credits: Recreational Space (5%= 0,31 ac); Open Space (1,10 ac) ANY SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE, AND Basis for Canopy; 4,75 acres AB Acer buercieranum Trident Maple _ 10 2-2.5" B&B Straight trunk; branching begins at 2'• balanced head FOLLOWING INSTALLATION, ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE Area of canopy (sf) -- 2(3.14)R AR Acer rubrum 'Red Sunset' Red Sunset Maple 15 3.5-4" B&B Strai ht trunk; branchingbegins at 2'; balanced head, matched LANDSCAPE ARCHITECT PRIOR TO PLACEMENT OF ORDERS. COUNTY APPROVAL REQUIRED Area of canopy needed is 10% of 4.75 acres (0.47 acres- 20,691 SF) BS Buxus micro h Ila japonica 'Green Beauty' Green Beauty Japanese Boxwood 25 18-24" 5 G Dense form health�cobr; uniform branching; 36" O.C. FOR ALL SUBSTITUTIONS OUTSIDE THE GENUS AND SPECIES. CONTRACTOR SHALL SUBMIT EXISTING CANOPY INCREASE IN DIAMETER AS CC Carpinus caroliniana American Hornbeam, Musclewood 10 2-2.5" B&B Strai ht trunk; branchin be ins at 2'; balanced head THESE SUBSTITUTIONS !N WRlTTlNG. HEIGHT IN 10 YRS. A FUNCTION OF CH l Cotoneaster horizontais Rocks ra Cotoneaster 453 18-24 " 3 G Dense form good color well rooted in pot; 30O.C. " 3. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF (Y) HEIGHT CJ Cr tomeria 'a onica 'Yoshino' Yoshino Ja anese Cr tomeria 19 7-8' B&B Branched to round; dense foliage, straight, pyramidal form DELIVERY AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING, CONTRACTOR TO (MULTIPLIER R) CK Cornus kousa Kousa Dogwood 13 2-2.5" B&B Multi -trunk (3-5 trunks); dense uniform branching NOTIFY LANDSCAPE ARCHITECT 48 -HOURS PRIOR TO DELIVERY. CV Cratae us viridis 'Winter King' Winter King Green Hawthorn 9 2-2.5" 8-10' B&B Straight trunk; branching begins at 2' balanced head matched ��e les EF Euon mus fortunei var, ooioratus Pur leleaf Wintercree er 2376 4" of (1 int) Dense form good color; well rooted In ot• 12" Q.C. 4. PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED Swpe�etgum 25,0®' 75 FP Fraxinus enns Ivaniea 'Patmore' Patmore Green Ash 46 3,5,4" B&B Straight trunk; branching begins at 2': balanced head matched GRADING, Maple 20.30 •72 p GS Gelsemium sem ervirens Carolina Jasmine 200 1 G Dense form; health color; uniform branching;.48" O.C. Oak 17.14 .73 HH Hedra helix English Iv 953 2' pluas Dense branching; well rooted self -supporting stems 5. SOD AND SEED SHALL BE A TALL FESCUE BLEND, 20,00' •667 IC ilex crenata 'Green Lustre' 'Shamrock' Green Luster Japanese Holl 96 24-30'° 3 G Dense form, health color; uniform branching: 36" O.C. 6, MULCH IN PLANTERS AND PLANTING BEDS TO BE DOUBLE SHREDDED HARDWOOD. APPLIED AVERAGE: IG Ilex labra Shamrock Inkberr 44 24-30" 3 G Dense form• health color; uniform branching; 36" O.C. TOA 2 -INCH DEPTH, MULCH RINGS 24 -INCHES MIN, IN DIAMETER ARE TO BE PLACED AROUND Y = 20,61. R = •72 JC Juni erus chinensis var• sar entii 'Glauca' Sargent Juniper 233 18-24" 3 G Dense form good color; well rooted in pot: 36" O.C. ALL TREES NOT LOCATED IN PLANTING BEDS, AVERAGE HEIGHT: 35' JP Juni Brous chinensis 'Parsonii' 'Majestic' Parson's Juni er 638 18-24" 3 G Dense form; healthy color, uniform branching; 36" O.C. LM Lirio e muscarl Majestic Lirio e 3378 4" pot (1 int) Dense form health color; uniform branching; 12" Q.C. 7. SEE ADDITIONAL LANDSCAPE NOTES ON SHEET: A MB Magnolia randiflora 'Bracken's Brown Beauty' Bracken's Brown BeautyMagnolia 10 10-12' B&B/coni Branched to round dense foliage, straight, pyramidal form STEP 1: DETERMINE AVERAGE TREE DIAMETER (EXISTING) MB1 Magnolia randiflora 'Bracken's Brown Beauty' Bracken's Brown Beauty Ma nolia 6 8-10' B&B/cont Branchia begins at 2';dense foliage, strai ht ramidal form 10 Average Height) X (R) = D1 ME Magnolia grandiflora 'Edith Bo ue' Edith Bogue Magnolia 19 8-10' B&B/cont Branched to round; dense foliage, straight; matched (35 X = 25.20' ME1 Magnolia randiflora 'Edith Bogue' Edith Bo ue Magnolia 4 8-10' B&B/cont Tree -form: branchin begins at 3-4'dense foliage, strai ht; matched 8, CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST AND REPORT •74) MP Myrica pennsylvanica Bayberry 196 24-30" 5 G Dense form; health color; uniform branching; 48" O.C. ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY PRIOR TO ORDERING. STEP 2: DETERMINE AVERAGE TREE DIAMETER IN 10 YEARS PL Prunus laurocerasus 'Otto Lu ken" Otto Lu ken Laurel 228 24-30" 5 G Dense form healthy color,• uniform branching; 36" O.C. STABILIZATION MAT SHALL BE APPLIED TO ALL SLOPES EXCEEDING 3:1, TREE PLANTING SHALL BE CUT INTO MATTING OR OTHERWISE PERFORMED IN A MANNER THAT DOES (Average Height + Y) X (R) = D2 PN Pennisetum alo ecuroides 'Hameln' Hamlin Fountain Grass 212 FEE G Dense form good color; well rooted inpot; 36" O.C. NOT COMPROMISE THE INTEGRITY OF THE SLOPE. (35 + 20.61) X (.72) = 49,84' PS Pinus strobus White Pine 10 8-10' B&B Branched to round; dense folia e straight, ramidal form - QP Quercus palustris Pin Oak 5 2.5-3" B&B Strai ht trunk: branchina be ins at 2'; balanced head, matched 9. ALL PLANTS HAVING A QUANTITY GREATER THAN ONE -(1) SHALL BE MATCHED AND SUPPLIED STEP 3: DETERMINE CREDIT FOR ENCROACHMENT OF PRESERVED TREES INTO TO Thuja occidentalis 'Emerald` Emerald Green Arborvitae 8 ), 7-8' B&B/cont Branched to round dense folia e, strai ht ramidal form FROM THE SAME SOURCE (PER SPECIES), DISTURBED/OPEN AREAS OVER 10 YEARS UP Ulmus parvifol,i,a 'Athena' I Athena Chinese Elm 14 3,5-4" B&B I Strai ht trunk: branching begins at 2': balanced head matched D2 - D1 = Canopy encroachment into open areas 10. SOD SHALL BE ROLLED TWICE, LAWNS SHALL BE SMOOTH AND CONSISTENT, BLEND SOD 49.84' - 25.20' 24.64' EDGES INTO EXISTING LAWN- NO IRREGULARITIES STEP 4: DETERMINE EXISTING CANOPY OF SAVED TREES WITH 10 YEARS ADDITIONAL GROWTH Calculate areas of canopy saved on-site and project new canopy limits based on step 3 at 10 additional years maturity. J, (Existing tree area saved on-site) + (additional branch growth into open areas- see step 3 above) = resultant/new encroachment area (4190) + (4684) = 8874 SF (0.20 AC,) STEP 5: DETERMINE TOTAL CANOPY CREDIT FOR SAVED TREES Calculate areas of canopy saved on-site, Multiply by 1.25, (Existing tree area saved on-site) (4190) X (1.25) = 523,75 SF (0,01 AC.) (THIS IS THE CANOPY CREDIT) STEP 6: DETERMINE REQUIRED CANOPY (Basis for Canopy- see calculations below) X (%) = X SF (Y AC.) (4,75) x (0,10) = 0,475 AC (20,691 SF.) ITHIS IS THE CANOPY REQUIRED) STEP 7: DETERMINE ADDITIONAL CANOPY REQUIRED FROM NEW PLANTINGS Subtract canopy credit from required canopyTO 535- JP (step 6) - (step 5)= NEW CANOPY REQUIRED 0.475 AC. - 0.01 AC. = 0,465 AC, INEW CANOPY REQUIRED) H TEL, 3- AB W/ x NOTES: E -NL T . L /� 33 JP B L E OW:.. 18- FP a � A 10 ®Tre o value was applied to the site based on commercial, industrial or office uses, _ .,.... / e Canopy pP _.. ,. , . ., _ 3 A B , ;:...... .., �..... , ::. ; .._._ ..__ . .... _.. __.._ ... 2- AR An average 35' height was assumed for the existing trees on-site. Values for the Area of Canopy provided above were taken from the Albemarle Tree 11 -'ME 16" BRADFORD P . Canopy Calculation Chart and using the best professional judgement, C py Cal ulati 9 p � g ,.. �: .. , .:. , ;. :::. . ,....: `-:: . . - pF AR 1 I t + ARY }NEW PLANTING S(T0 ACHIEVE CANOPY REQUIRED IF NECESSARY) 01 SOD _ .... " Height in Width Width in Area of Total areaeet Quant tY Height at 4 - of CanP! atm of Growth 1Year Multiplier 10 Years Canopy 0 pY _ _. .. m1 (Int (feet) 0 yrs (height (h 10 each SOD. (feet) I Yrs, x (see multiplier) ie )b below) ;. .. I ` LIMITS C?F PHASE 2 BUILDA91LE AREA i f , !T HIz: ARn\/F iR FtIR ' irV7G4" Pt'IF?PI F^�. nN1 Y- a THIS SHEET TO BE LANDSCAPE AND L1k(;"1HTING"' PURPOSES ONLY Scale 1"=30' 0 30 60 120 '41I.E., McKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 434-979-7522 www.mokeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves Its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. ROBERT CERTIFICATE No. 147 Scale: 1" = 30' Date: 7/28/03 Project Na.: 02:21 Designed: SWE Checked: SWE Type SiteMa ster Roadway Series Catalog No. Horizontal Lamp Cutoff Luminaire APPLICATIONS • Building Perimeters, Parks, Recreation Areas, Parking Areas, Roadways, Outdoor Sales Areas, Sport Courts, Outdoor 52.amm7 (1so.5mm) Areas, TEI CONSTRUCTION {� • Precision die-cast aluminum housing. 6.5" 19, • One-piece fully gasketed die-cast aluminum lens frame. (165.1mm) 1432.smm) I• Construction and gasketing prohibit dust, moisture, and bug entry- a^--- ] • Toolless entry into housing/lamp chamber via door/lens Os.zmm) 14.7- frame 4 rframe latch. ! (374.6mm) • Corrosion resistant Duraplex It bronze polyester powder coated finish. • Optional designer finishes available. See page 281 in the EPA = 1.5 q.ft ExceUne catalog. ELECTRICAL 150 to 400 Watt (MA) Metal Halide • Porcelain spring-loaded 4KV pulse rated socket -mogul 100 to 4W Watt (LX} High Pressure Sodium base. • High Power Factor CWA ballast. 2' • Electrical components mounted to hinged ballast tray. (50.8mm) .43^ • Starting temperature: LX HPS-40F/-40'C, 22.7" ' 6ar (t ttm 9.8m 62" MA(MH)-2(TF/-0C. (15.am m OPTICS �50.8rarri�l • One-piece hydroformed anodized aluminum reflector. _ It I.1mm) 2" - • Type IV reflector incorporates segmented inserts. f50.emm • 40OW MA Type II and IV optics require reduced outer l s^ jacketed lamps. (152.4mm) ,D MOUNTING • Factory installed die-cast aluminum arm. • Arm contains integral wiring/splice chamber via side access. ISO 3001 Registered tl( • Key slot design provides one person installation, • Hands-free wiring. WARRANTY/LISTINGS • UL 1572 listed for wet locations. • Published five year limited warranty. j ORDERING GUIDE EXAMPLE SMR SMR 15=150(E/BT/ED28) MA See options/ace's 1=120 17=175(E/BT/ED28) 4 end of this section. 2=208 25=250(FJBTIED28) 3 3=240 40=400(ED/BT28) 2 4=277 5=480 10=100(ED/ET23.5) LX 8=120-277 15=150(ED/ET23.5) 4 25=250(EDTT` :5) 3 NOTE& 1. CONTRACTOR TO REFER TO SUPPLIER FOR ORDERING, VERIFICATION OF BOLT PATTERN AND GROUNDING REQUIREMENTS. 2. FINISH COLOR AS NOTED. 3, SUPPLIER: EXCELINE, UNION, NEW JERSEY; 908-964-7000 FIXTURE OPTIONS Ordering and Specification Guide 4524 A 35M 120 EBA02 GS BZ Model: 4524 ��11 N4524 (European) Material: A Aluminum B Bronze Lamp Type: (Lamps by others)' us European Accessories: INC (PAR -20 8 R20, rued. base) INC IHL Internal Honeycomb Louver P20 50W Max. P20 60W max., E27 GS Glare Shield R20 50W Max. R20 50W max. E27 Finish: (Options for HID (PAR -20, med. base) HID Aluminum model only) BZ 35M (MH) 35M (MH), E27 Bronze (Standard) 'Some restrictions may apply BL Black GN Green Voltage: GR Gray 60HZ 50HZ WH White 120 23050HZ TVG Tena Verde Green 208 24050HZ CF Custom Finish 220 240 277 347 120/277 TB (120, 208, 240, 277) Note: Not all voltage/lamp combinations are available. Consult factory for more information. Mounting Options: JBA02 J -Box, two x 314" NPT bottom, cover 1/2" NPT, alum. JBB02 J -Box, two x 314 NPT bottom, cover 112" NPT, bronze JBA05 J -Box, two x 314" NPT side, cover 112" NPT, alum. JBB05 J -Box, two x 314" NPT side, cover 112" NPT, bronze NJBA16 J -Box, two x PG16 bottom, alum. NJBB16 J -Box, two x P016 bottom, bronze NJBAI6S J -Box, two x PG16 side, alum. NJBB16S J -Box, two x PG16 side, bronze , NJBA16 J -box, two x PG16 bottom, aluminum - (152) NJB616 J -box, two x PG16 bottom, bronze -- -- NJBAI6S J -box, two x PG16 side, aluminum' ' NJBB, 6s J -box, two x PG16 side, bronze 3 7/8' (HID Ballast Enclosures - Ballast included)--- "--- -------- A (g8) CBA02 Combo Box, two x 3/4" NPT bottom, cover 1/2" NPT, alum, h` CBB02 Combo Box two x 3/4" NPT bottom, cover 1/2" NPT, bronze NCBA16 Combo Box, two x PG16 bottom, alum. NGBA16S Combo Box, two x PG16 side, alum. NCB616 Combo Box, two x• PG16 bottom, bronze (140) NCB616S Combo Box, Iwo x PG16 side, bronze i EDA02 Encapsulated Ballast Box, three x 3/4" NPT bottom, cover - - ill, NPT alum. lid. (100 wet, max.) - - - - EBB02 Encapsulated Ballast Box, three x 3/4" NPT bottom, cover 1/2" NPT bronze lid. (100 watt max.) NEBA16 Encapsulated Ballast Box(plastic), three PG16 Bottom alum. lid (100 watt max.) NEB616 Encapsulated Ballast Box(plastic), three PG16 Bottom bronze lid (100 watt max.) \ GLARE SHIELD - \ For Replacement Parts Consult Factory HYDREL isaregiste.ed hede ,$,of Uth ria lighting 12881 BRADLEY AVENUE, SYLMAR, CALIFORNIA 91342 . PHONE: 818/362-9465 . FAX: 6181362.6548 HYDREL STANDARD DATA SHEETS\LTG-4524 ACCENT 7/2000 1. CONTRACTOR TO REFER TO SUPPLIER FOR ORDERING, VERIFICATION OF BOLT PATTERN AND GROUNDING REQUIREMENTS. 2, FINISH COLOR AS NOTED. 3. SUPPLIER: HYDREL, SYLMAR, CALIFORNIA; 818.362.9465 Symbol Qty Label Arrangement Lumens LL LF Description Rear Area FC Spill 1 F SINGLE 33400 1.000 SMR404MA Upper Paved Lot FC 4 F2 BACK -BACK 33400 1.000 (2)SMR404MA 0-4111 4 FW SINGLE 33400 1.000 SMR404MA - SMRWMP Low 3rr Deck FC 2 GW SINGLE 33400 1,000 SMR403MA - SMRWMP FC Spill at Prop Line 8 G SINGLE 33400 1.000 SMR403MA Lower Lot Grade FC 20 HS SINGLE 107800 1.000 SMR1004MA - SMRGS o 0 0°0 4 J SINGLE 33400 1.000 SMR402MA 01111101101411IM11,01111 00110111 1 111 FIXTURES NOTED IN PARENTHESIS ( ) SHALL BE PLACED ON 24" CONCRETE BASES. i s YMIMMR i 1 Label CalcType Units Avg Max Min Avg/Min Max/Min Rear Area FC Spill Illuminance Fc 0.04 0.3 0.0 0.00 0.00 Upper Paved Lot FC Illuminance Fc 3.87 16.4 0.1 38.70 164°0 Upper Deck FC Illuminance Fc 2.70 27.6 0.0 0.00 0.00 Low 3rr Deck FC Illuminance Fc 3.15 32.7 0.0 0.00 0.00 FC Spill at Prop Line Illuminance Fc 0.04 0.4 0.0 0.00 0.00 Lower Lot Grade FC Illuminance I Fc 10°68 47.2 0.4 26.70_ 118.00 ALL VALUES SHOWN ARE HORIZONTAL "INITIAL'' FOOTCANDLES AT GRADE SEVERE ELEVATION CHANGES ARE INCLUDED IN CALCULATIONS TO SIMULATE ACTUAL CONDITIONS VALUES DO NOT INCLUDE SUPPLEMENTAL LIGHTING FROM ADJACENT PROPERTIES OR STREETS THESE REFER TO THE VALUES IN THE FRONT MAIN ROW AREA ONLY 1, LIGHTING SHALL BE PROVIDED AS SHOWN IN THE SITE LIGHTING FIXTURE SCHEDULE, 2, SUBSTITUTIONS WILL NOT BE ACCEPTED UNLESS A FULL (SINGLE) PHOTOMETRIC LAYOUT AND SPECIFICATION SHEETS ARE PROVIDED IN COMPLIANCE TO THE COUNTY OF ALBEMARLE LIGHTING ORDINANCE, 3, EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. ALL SIGN LIGHTING SHALL EMIT LESS THAN 3,000 LUMENS. 4, THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF (1/2) FOOT CANDLE, 5, REQUEST & DOCUMENTATION FOR SUBSTITUTION MUST BE PROVIDED A MINIMUM OF 2 WEEKS PRIOR TO JOB BID, 6, ANY DEVIATIONS OR SUBSTITUTIONS NOT APPROVED BY ARCHITECT FOR DOCUMENTATION REVIEW AND COMPLIANCE, WILL BE AT THE EXPENSE OF THE CONTRACTOR, T ELECTRICAL CONTRACTOR TO VERIFY VOLTAGE(S) PRIOR TO ORDER ENTRY, 8, ALL STANDARD FINISHES FOR THE FIXTURES AND POLES SHALL BE (DARK) BRONZE, 9. CONTRACTOR TO COORDINATE ALL SLEEVING LOCATIONS WITH LIGHTING CONTRACTOR, j SLEEVES SHALL BE PLACED PRIOR TO STONE AND ASPHALT PAVING INSTALLATION, ALL SLEEVES SHALL BE 3" MIN SCH. 40 AND BE EXTENDED BEYOND PAVEMENT LIMITS INTO GRASS AREAS, CONDUIT SHALL BE SUPPLIED AND INSTALLED BY CONTRACTOR PRIOR TO PAVING INSTALLATION, 10. CONTRACTOR TO INSTALL WITH EXTREME CARE ALL FIXTURES AND WIRES BELOW CANOPY OF EXISTING TREES. 11, ALL LIGHTS SHALL BE CONTROLLED BY A COMBINATION OF PHOTOCELLS AND TIMERS, TIMERS AND HOUSE METER SHALL BE LOCATED ON THE BACK -SIDE OF THE PROPOSED WALLS WHERE APPLICABLE, TIMERS SHALL OVERRIDE PHOTOCELLS AT 10:00 P.M. SO THAT ON-SITE LIGHTING IS REDUCED BY 85%, COORDINATE LIGHTING EFFECT WITH LANDSCAPE ARCHITECT DURING INSTALLATION. 12, CONTRACTOR TO PROVIDE LIGHTING INSTALLER AS -BUILT UTILITY PLANS PRIOR TO LIGHTING SYSTEM INSTALLATION, 13, ALL LIGHTS SHOWN ARE IN TRIER APPROXIMATE LOCATION. FIELD ADJUSTMENTS SHALL BE DANE, CONTACT LANDSCAPE ARCHITECT PRIOR TO INSTALLATION FOR FIELD APPROVAL. 14, CONTRACTOR TO PROVIDE AND COORDINATE WITH LIGHTING INSTALLER LOCATION FOR ALL WEATHERPROOF JUNCTION BOX FOR FLOODLIGHTS. 15, CONTRACTOR TO SIZE AND CONSULT ARCHITECT ON LOCATIONS OF ALL TRANSFORMERS, 16, ALL POLE SHAFTS SHALL BE SQUARE STRAIGHT STEEL UNLESS OTHERWISE NOTED BY ARCHITECT, PO L B I LIGHT � ❑ ❑ 0.0 ❑ 0.0 ❑ :' 0e0 . •' DISPLAY FC ❑ 0.0 ❑ 0.0 Clio 0. 0, o.0 THESE REFER TO THE VALUES IN THE FRONT MAIN ROW AREA ONLY 1, LIGHTING SHALL BE PROVIDED AS SHOWN IN THE SITE LIGHTING FIXTURE SCHEDULE, 2, SUBSTITUTIONS WILL NOT BE ACCEPTED UNLESS A FULL (SINGLE) PHOTOMETRIC LAYOUT AND SPECIFICATION SHEETS ARE PROVIDED IN COMPLIANCE TO THE COUNTY OF ALBEMARLE LIGHTING ORDINANCE, 3, EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. ALL SIGN LIGHTING SHALL EMIT LESS THAN 3,000 LUMENS. 4, THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF (1/2) FOOT CANDLE, 5, REQUEST & DOCUMENTATION FOR SUBSTITUTION MUST BE PROVIDED A MINIMUM OF 2 WEEKS PRIOR TO JOB BID, 6, ANY DEVIATIONS OR SUBSTITUTIONS NOT APPROVED BY ARCHITECT FOR DOCUMENTATION REVIEW AND COMPLIANCE, WILL BE AT THE EXPENSE OF THE CONTRACTOR, T ELECTRICAL CONTRACTOR TO VERIFY VOLTAGE(S) PRIOR TO ORDER ENTRY, 8, ALL STANDARD FINISHES FOR THE FIXTURES AND POLES SHALL BE (DARK) BRONZE, 9. CONTRACTOR TO COORDINATE ALL SLEEVING LOCATIONS WITH LIGHTING CONTRACTOR, j SLEEVES SHALL BE PLACED PRIOR TO STONE AND ASPHALT PAVING INSTALLATION, ALL SLEEVES SHALL BE 3" MIN SCH. 40 AND BE EXTENDED BEYOND PAVEMENT LIMITS INTO GRASS AREAS, CONDUIT SHALL BE SUPPLIED AND INSTALLED BY CONTRACTOR PRIOR TO PAVING INSTALLATION, 10. CONTRACTOR TO INSTALL WITH EXTREME CARE ALL FIXTURES AND WIRES BELOW CANOPY OF EXISTING TREES. 11, ALL LIGHTS SHALL BE CONTROLLED BY A COMBINATION OF PHOTOCELLS AND TIMERS, TIMERS AND HOUSE METER SHALL BE LOCATED ON THE BACK -SIDE OF THE PROPOSED WALLS WHERE APPLICABLE, TIMERS SHALL OVERRIDE PHOTOCELLS AT 10:00 P.M. SO THAT ON-SITE LIGHTING IS REDUCED BY 85%, COORDINATE LIGHTING EFFECT WITH LANDSCAPE ARCHITECT DURING INSTALLATION. 12, CONTRACTOR TO PROVIDE LIGHTING INSTALLER AS -BUILT UTILITY PLANS PRIOR TO LIGHTING SYSTEM INSTALLATION, 13, ALL LIGHTS SHOWN ARE IN TRIER APPROXIMATE LOCATION. FIELD ADJUSTMENTS SHALL BE DANE, CONTACT LANDSCAPE ARCHITECT PRIOR TO INSTALLATION FOR FIELD APPROVAL. 14, CONTRACTOR TO PROVIDE AND COORDINATE WITH LIGHTING INSTALLER LOCATION FOR ALL WEATHERPROOF JUNCTION BOX FOR FLOODLIGHTS. 15, CONTRACTOR TO SIZE AND CONSULT ARCHITECT ON LOCATIONS OF ALL TRANSFORMERS, 16, ALL POLE SHAFTS SHALL BE SQUARE STRAIGHT STEEL UNLESS OTHERWISE NOTED BY ARCHITECT, PO L B I LIGHT � ❑ ❑ 0.0 ❑ 0.0 ❑ :' 0e0 El . 0.0 ❑ 0.0 ❑ 0.0 Clio 0. 0, o.0 ❑ 0.0 ❑ 0.0 ❑ 0.0 T 0.0 0.0 N.T.S. 0.0 0..0 ❑ 0°0 ❑ 0_0 ❑ 0;0 0.0 0 0.0 El 0.0 _ P REE MANUFACTURER SPECIFICATION SHEET N.T.S. 9 MANUFACTURER SPECIFICATION SHEET HO TE� a.a o 0 0°0 0.0 o.a a.o o°o o.o o.o o.o oo 0 ❑ 11 00.0o ❑ ❑ ❑ ❑ ❑ ❑ ❑ El ❑ 6o ao o.oo,o0.00.00.00.oa.oo.oo°oa.aa.oo.0a°0 O.Ak9 ❑ El ❑ ❑ ❑ 1❑: 13 ❑ El a oa ❑...:, S ❑ :❑ ❑ ( aa o 0 Oo a O oo a o o a ao „❑. ❑ ❑ 00 0o aa .. .. .. . . ....... ❑ ❑ a0 0o . ... o ❑000 _. as oa o0 00 00 00 o O1 ° 0.1 °o o.o 0.0 O.o 0.1 .o 00 0 o.o o.o ❑ o.o _. ❑ ❑ �°o o.o ❑ ❑ ❑ ❑ ❑ ❑ a.o a°o o.o o.o a°o a 0 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ [7 ❑1 ❑ 0.o a.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 t l ❑ ❑ ❑ l7 0.0 0.1 0,1 0.1 0.1 0°1: 0.,0 0.0 0.0 0,0 0.0 0 0 , 01 0:1 ❑ ❑ ❑ ❑ CI Ci' ,;: ❑ :> ❑ ❑ ❑ ❑ ❑ © ., ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ "CJ .,, ,.� - : ,::,: ; ,; . > .. [� : ., ., t7,.._, d :. , :, ,'❑ ❑ . ❑ >. ❑ ❑ .. ,.._ ...... .. ... .. 0 1 0.00 0.0 ;f o 0 0 00 3 . ,. , .. 0 1 001 0.0 Q,0 0.0 Cl 0.0 ii ❑ 0.0"''10.0 ❑ ❑ 0.0 ❑ 0.0 ❑ :' 0e0 El . 0.0 ❑ 0.0 ❑ 0.0 Clio 0. 0, o.0 ❑ 0.0 ❑ 0.0 ❑ 0.0 0.0 0.0 0.0 0.0 0.0 0..0 ❑ 0°0 ❑ 0_0 ❑ 0;0 0.0 0 0.0 El 0.0 1❑ ❑ 0.0 0.0 0.0 0°0 0.0 0°c ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ E`❑ ❑ ❑ ❑ ❑ ❑ 0.0 0°0 0.0 0°0 0.0 0°0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0,0 0.0 _-..... .. __ __- - ...__ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 11❑ 11 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0°0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ❑ ❑ 0.0 0.0 ❑ 0,0 ❑ ❑ ❑ ❑ 0.0 0.0 0.0 0.0 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 13❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 0.0 0.o a°0 0.0 0.0 a.o 0.0 0°0 0°o a.0 0.0 0.o1 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 SEIVINOC TRA k �U ROUTE ,9 SOUTHBOUND LANES) THIS SHEET ' BE PHOTOMETRIC PURPOSES ONLY Scale 1"=30' 0 30 60 120 CONSULTING LAN' SCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 434-979-7522 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and pians are the property of McKee Carson and Field Sport Concepts, Ltd, These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd, 'ROBERT B. MCKEE NO, 7783 �® 4� 1P!1r01VA.L 6 Revisions: 1. 9/2/03 COUNTY REVISIONS 3.11/10/03 ARB. 4,11/18/03 ,. COMENTS FS&cale: 3of 1" r D. Project 0221 Designed: OTHERS Checked.. PLANTING SOIL MIX: 1. THE LANDSCAPE CONTRACTOR SHALL FURNISH ALL TOPSOIL AND PLANTING SOIL MIX, MATERIAL MUST BE APPROVED BY THE LANDSCAPE ARCHITECT. REFER TO SPECIFICATION SECTION 02923, OR BELOW, FOR TOPSOIL REQUIREMENTS, 2, THE TYPICAL PLANTING SOIL MIX FOR ON -GRADE PLANTINGS (TREES, EVERGREENS, SHRUBS AND GROUNDCOVERS) SHALL CONSIST OF THE FOLLOWING UNLESS OTHERWISE INDICATED ON THE DRAWINGS, 60% TOPSOIL (CLEAN, LOOSE MATERIAL FROM ON-SITE STOCKPILE OR APPROVED IMPORT PRODUCT) 40% PREPARED ADDITIVES (BY VOLUME AS FOLLOWS) 2 PARTS HUMUS AND/OR PEAT 1 PART STERILIZED COMPOSTED COW MANURE 1 PART SHREDDED PINE BARK (OR EQUAL) COMMERCIAL FERTILIZER AS RECOMMENDED IN SOIL REPORT LIME AS RECOMMENDED IN SOIL REPORT SITE PREPARATION. 1. IN AREAS SCHEDULED FOR NEW LANDSCAPE INSTALLATIONS WHERE PRIOR GRADING ACTIVITIES HAVE NOT RESULTED IN CLEARING AND GRUBING OF EXISTING VEGETATION, CONTRACTOR SHALL CLEAR AND GRUB ALL WEEDS, DEAD PLANTS, TREES 1 -INCH CALIPER OR LESS AND ALL OTHER PLANT MATERIAL, SAVE AND EXCEPT SPECIMENTS OR GROUPINGS SPECIFICALLY IDENTIFIED IN THE FIELD BY THE LANDSCAPE ARCHITECT FOR PRESERVATION, SEASONAL COLOR BULB AND PERENNIAL PLANTING SEQUENCE. 1. EXCAVATE BED TO A DEPTH OF 4 INCHES. BREAK THROUGH "HARDPAN" AND REMOVE ALL STONE, ROOTS, DEBRIS, ETC, ROTOTILL BOTTOM OF EXCAVATED BED AN ADDITIONAL 6-8 INCHES IN DEPTH, 2, SLOPE BASE OF BED TOWARD PERIMETER, 3, PREPARE PLANTING SOIL MIX CONSISTING OF TOPSOIL AND THE FOLLOWING SOIL AMENDMENTS BY VOLUME, 40% TOPSOIL (CLEAN, LOOSE MATERIAL FROM ON-SITE STOCKPILE OR APPROVED IMPORT PRODUCT) 25% HUMUS 15% MULCH (FINGERNAIL SIZED CHIPS -1/4 -INCH MAX.) 10% "NATURE'S HELPER" (BULB CONDITIONER ADMIXTURE) 05% STERILIZED COMPOSTED COW MANURE 05% SAND (ANGULAR BUILDERS SAND) APPLY LIME AT A RATE OF 5 LBS, PER 50 SQ, FEET (ADJUST FOR ACIDIC SOILS) OR AS RECOMMENDED IN SOILS REPORT 4. ADD 6 INCHES OF PLANTING SOIL TO EXCAVATED BED AND ROTOTILL INTO EXISTING SOIL. 5. PLACE ADDITIONAL PLANTING SOIL MIX TO RAISE CENTERLINE OF ENTIRE BED 6 INCHES ABOVE FINISHED GRADE FOR SEASONAL COLOR/BULBS AND 4 INCHES FOR PERENNIALS, IF SEASONAL BED FRONTS A SHRUB OR GROUNDCOVER BED, MATCH THAT BED'S HEIGHT AND CONTINUE POSITIVE SLOPE TOWARD BED PERIMETER, 6. EVENLY SPREAD FERTILIZER AT A MAXIMUM RATE OF 2.5 LBS, PER 100 SQ. FEET AND RAKE INTO TOP 3 INCHES OF SOIL, USE SLOW RELEASE PRODUCT, SUCH AS BONEMEAL OR BULB BOOSTER, ALSO, ADD SMALL AMOUNT OF FERTILIZER INTO BOTTOM OF HOLE, DO NOT USE ANIMAL MANURES, 7. PLANT SEASONAL COLOR/BULBS AS SPECIFIED BELOW AND AT INDICATED SPACING SHOWN ON PLANS, AS A GENERAL RULE OF THUMB, SET BULBS 2,6X DEEPER THAN THIER DIAMETER, BULB DEPTH (BELOW FINISHED GRADE) CROCUS 5" MUSCARI 5" TULIPS 8" HYACINTHS 8" DAFFODILS 8" IRIS 8" 8. EDGE BED AND MULCH AS SPECIFIED. 9. WATER THOROUGHLY, NOTE: FOR PROPER PLANTING PROCEDURE OF PERENNIAL BEDS, REFER TO "SEASONAL COLOR, BULBS AND PERENNIAL PLANTING SEQUENCE" NOTES. DISTANCE FROM FRONT OF BED (UNLESS OTHERWISE SPECIFIED) ROW SPACING 12" r ^T^n n BED WIDTH ^ �� PLAN `L PERENNIAL SOIL MIX 12" 0. C. (AS SPECIFIED) TYP, MULCH LAYER CISPANG TRENCH EDGE; TYP. (AS SPECIFIED) l� ��) `�� FINISHED GRADE 1111....=1 _•.�ti���j,���if�..����!�%��.����� �1�!�f��,- ,, Iljll� = =11111=11j11 11(11= 111--�1i �II-=t1 --=11 I CULTIVATE SOIL WITH ROTOTILLER BELOW SECTION SOIL MIX AREA TO A DEPTH OF 6-8" UNDISTURBED SUBGRADE PERE IAL ANNU AL BED PLANTING - 10 1 PLAN/SECTION BREAK THROUGH ANY EXISTING "HARDPAN" AND REMOVE TO PROVIDE GOOD PERCOLATION AND POSITIVE DRAINAGE LD�008 N•T,S, NOTES: 1, NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE SOIL CHARACTERISTICS ARE NOT AGREEABLE TO THESE PLANTING CRITERIA OR WHERE CONDITIONS RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY, 2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED DURING, PLANTING PROCESS. BACKFILL TERMINATE AT TOP OUTSIDE LIMITS OF ROOTBALL ADD MULCH OVERTOP OF ROOTBALL AND PLANTING PIT LIMITS, BEGINNING AT NO MORE THAN 1" DEPTH AT TRUNK AND TAPERING UP TO A DEPTH OF 3" AT PLANTING PIT LIMITS, THEN TAPER TO PROPOSED FINISHED GRADE 1' FI L CUT AWAY ALL WIRE BASKETS AND/OR NON -BIODEGRADABLE ROOTBALL WRAPPING AFTER FINAL TREE PLACEMENT, BURLAP ROOTBALL WRAPPING TO BE UNTIED FROM TRUNK AND CUT AWAY TO A POINT AT LEAST 1/2 DISTANCE DOWN ROOTBALL, SCARIFY BASE OF PLANT PIT — WHEN EXCAVATING PIT, BREAK THROUGH AND LOOSEN ALL HARDPAN (REMOVE AS NECESSARY TO FACILITATE DRAINAGE) 1 B 1 L SECTION �*----- REFER TO TREE STAKING DETAIL I� VARI S 11�IIIJ ���11 ROOTBALL II (1111 I`I II 1 II BACKFILL WITH CULTIVATED, 11511=1111- 11 {1141''' ORIGINAL SOIL FROM PLANT (I¢iI III{� ILII PIT EXCAVATION IF LOOSE, IF EXCAVATED MATERIAL IS NOT LOOSE, SUBSTITUTE WITH ACCEPTABLE TOPSOIL MATERIAL AMEND BACKFILL PER SPECIFICATIONS, COMPACT BACKFILL IN LIFTS BY FOOT. WATER THROUGHLY AT 1/2 DEPTH, RETURN AND COMPACT LOOSE EXCAVATED MATERIAL TO PLANT PIT TO ESTABLISHED PROPER DEPTH PRIOR TO PLANT PLACEMENT LD -001 NOTES: 1. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE SITE CONDITIONS OR SOIL CHARACTERISTICS ARE NOT AGREEABLE TO THESE PLANTING CRITERIA OR RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY. 2, CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED DURING, PLANTING PROCESS, N.T.S, 10 SECTION SOIL MIX (AS SPECIFIED) TRENCH EDGE BEGIN TRENCH BY CUTTING VERTICALLY AT FACE OF BED. ENSURE MULCHING SLOPES AWAY FROM ADJACENT PAVING/LAWN AREAS M INISHED GRADE/PAVING aEE PLANS FOR DETAILS) LD -000 N.T.S. OPTION A: VERTICAL STAKING - VERTICAL STAKES TO BE PLACED OUTSIDE LIMITS OF TREE PIT. 2 STAKES AND GUYS PER TREE, SET STAKES 180° AROUND PLANT PIT 3- 2 PLY BLACK RUBBER HOSE; 12" MIN. OPTION B: DIAGONAL STAKING - (FOR EVERGREENS ONLY) 1- WOODEN STAKE ATTACHED TO TREE BY GUY WIRE ENCASED IN RUBBER HOSE AND DRIVEN INTO UNDISTURBED SOIL OUTSIDE LIMITS OF TREE PIT OPTION C: GUY WIRE STAKING- 3- #14 GAUGE SOLID WIRES TO BE PULLED TAUT WITH GALV, TURNBUCKLE. 3- 18" MIN. LENGTH TREE STAKES SET BELOW GRADE. STAKES TO BE SET IN UNDISTURBED SOIL; 3 STAKES AND GUYS PER TREE. SET STAKES 1200 AROUND PLANT PIT LD•ooz N.T,S, R S RL DETAIL r11OTES: SECTION ELEVATION Vt'I •J�LI� vroi fLWr.y, 1 11� SET TREE PLUMB PRIOR TO STAKING, ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT, TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED < VENEER TO MATCH BUILDING OF GALV, PAINTED STEEL G GATES; COLOR TO MATCH 11TECTURAL RAILINGS AND BE RMINED BY ARCHITECT, A. GALV. PAINTED STEEL GUARD; TYP. DETAIL LD -004 N.T.S. ID•000 SCALE NOTES: 1. SET TREE PLUMB PRIOR STAKING PRUNING IS RESTRICTED THE REMOVAL OF DEAD BROKEN BRANCHES AND ALL BE PERFORMED UNDER SUPERVISION OF THE DSCAPE ARCHITECT E GUYING DETAIL CONSISTS 2 GUYS,SET 1200 AROUND SIT PIT ON "UPHILL" SIDE 1PACT EXCAVATED SOIL FORM ROOTBALL PIT DOWNHILL SIDE OF TREE FII DETAIL SECTION 2" IV TYP. 0 P Cr <a . C.DQ Lu c V q . �f1� o0 0 FOOTING Y b' (BY OTHERS) LD -006 N,T,S, 6" PLANTING TROUGH AT TOP OF WALL; PLACE 1" OF WASHED STONE IN BOTTOM, ADD SOIL AROUND PLANT. LOCATE 1" WEEP HOLE EVERY 24" ON UPHILL SIDE OF WALL AT BOTTOM OF TROUGH; SEE PLANT LIST FOR SPECIES REFER TO GRADING PLAN FOR TOP OF WALL REINFORCED 10" CONCRETE WALL; (DESIGNED BY OTHERS); COLOR TO BE DETERMINED BY ARCHITECT AND SHALL MATCH BUILDING, BRICK VENEER OPTIONAL AT OWNER OR ARCHITECT'S REQUEST, VDOT #21A; WASHED STONE W/ PERF. PVC PIPE TO CONNECT TO STORM SYSTEM, CONTRACTOR TO ENSURE POSITIVE FLOW REFER TO GRADING PLAN FOR FINISH GRADE; TYP, RETAINING WALL SECTION N.T.S. ,00 r! r McKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 434-979-7522 www.makeecarson.com McKee Carson and Field Sport Concepts, Ltd, reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and pians are the property of McKee Carson and Field Sport Concepts, Ltd, These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd, ROBERT B. MCKEE� NO. 7783 IL Scale: AS SHOWN Date- 7/28/03 Project No.: 0221 Designed: SWE Checked: SWE 2^ SMOOTH TOOLED EDGE (TYP] CONTRACTION ---1 JOINT � � r--L|AHT BAOOM FINISH TO BE PERPENDICULAR TO DIRECTION OF TRAVEL LU LIJ m EXPANSION JOINT PLAN EXPANSION JOINT (MAX. 25' O.C.) (SEE DETAIL) CONTRACTION JOINT 6' O.C. X OR AS SHOWN ON PLANS. DEPTH SHALL BE 1,25" OR 25% OF CONCRETE THICKNESS MIN. CROSS SLOPE 1.6%; WITH 2" MINIMUM COVER 3000 P.SA. CONCRETE AT 28 DAYS LWqW0:50Cm_ sndbQ COMPACTED AGGREGATE W49, R'TbAM�"3�9' V" )IQ 8?- 09� 12 It r�� COMPACTED SUBGRADE— 1 7 7-71-\ /A A/ CONCRETE WALPLAN AND SECTION N.T.S. #� JOINT BOTH SIDES. ''^ EXPANSION`^ FA SEE NOTE M1 3000 pG| CONCRETE; REINFORCEMENT AS 1� T5 12, 7115" NEEDED 23%.'C.0 TO P�DPO8ED AGPHALT. `� Q� ca, OVERLAY WITH 2^ SURFACE ^~ u COURSE COVERING THE �~ SEAM BETWEEN EXISTING ';� AND PROPOSED ASPHALT, ---\ `^ [� 31 MIN"M. PAY LIMITS � j�| ADJACENT y . SLOPE PAVING VA IES; 1. TRENCH DRAIN FRAME AND GRATE TO BE NEEN8H R -4990'D%. TYPE C VV/ PEAMA-GRIP SURFACE. 2. SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR APPROVAL OF ALTERNATIVE TRENCH DRAIN FRAMES AND COVERS. 3, SLOPE TRENCH DRAIN BOTTOM AT 2% K4|N, TO OUTLET, PROVIDE 8^ M|N, HORIZONTAL D1P. OUTLET PIPE AT 3% MIN. SLOPE AND CONNECT TO DROP INLET, ������������ �������� �u \ TRENCH ������KU� 000w SECTION MILL 3^ DEEP y WIDE STRIP OF EXISTING ASPHALT ADJACENT 23%.'C.0 TO P�DPO8ED AGPHALT. `� Q� ca, OVERLAY WITH 2^ SURFACE ^~ u COURSE COVERING THE �~ SEAM BETWEEN EXISTING ';� AND PROPOSED ASPHALT, ---\ `^ [� 31 MIN"M. PAY LIMITS � j�| | MATCH EXISTING y . SLOPE REMOVE EXISTING SHOULDER — PAVEMENT AND REPLACE WITH FULL PAVEMENT THICKNESS, N.T.S. 'L --MATCH EXISTING ROUTE 28 NOTE:PAVEMENT THICKNESS OR ----- ALL PAVEMENT MARKINGS TO BE REFLECTOR|ZED. SEE DETAIL THIS SHEET ^'/ o^vc^^�mr ^»uommcn rn ^^��� /urr�r vnn� WHICHEVER IS GREATER. ��� ,�,���... �"."`"`�" .� ���. ��.��. ,��. SPECIFICATIONS AND SHALL BE IN ACCORDANCE WITH MUTCD. LATEST EDITION, RTE v��� ������ D���� ������L I�� / / \ ������ 0 �� u��� K-����0� U������ X0�U�-����'N��K����IN� z, SURFACE VDOT STAND 8^ COMPACT AGGREGATE VDOT #21A SECTION '^ ~'~-^~- Z' �on�*u� VDOT STAND 3^ BASE COL VDOT STAND 0"COMPACT| AGGREGATE VDOT #21A COMPACTED 8UBGAADE SECTION '1111,11 50 I SIR ED -- AGGREGATE BASE VDOT #21A PD -004 N.T.S. 2^ RADIUS SEE ASPHALT/CONC. PAVING DETAIL SECTION 0.5" PRE'MOLDED, NON'EXTR0]UNG, ASPHALT -IMPREGNATED FIBERBOARD EXPANSION JOINT MATERIAL. 3/8" SAW CUT JOINT PER VDOT PR -2 8^ 3008 P8| CONCRETE rd 28 DAYS HEAVY BROOM FINISH WITH 6x12 ' VV5.5 x \ \ \ \ \ \ W4 WWF 2^ MIN 8" COMPACTED -- AGGREGATE BASE VDOT #21A COMPACTED— 8UBGR8DE N.T.S. ALL JOINTS TO BE SLEEVED AND/ OR DOWELED WITH 1.25" KNN, DOWELS PER VDOT STD, PR -2 —SECTION ------ NTSSECTION NTG 2^ SURFACE COURSE ''~~- ~-'`'~'~- vuV/ u/*/ 7^ BASE C VDOT STA| 8^ 0OMPA( AGGREGAT VDOT #21A COMPAOTE 8UBGRADE � � THIS AREA MAY BE CONCRETE AT OPTION OF OONTRAOTOR-- CONORETE TO BE CLASS A3 IF CAST IN 4000 P8| IF PRECAST SECTION CONCRETETO BE CLASS IF CAST IN PLACE; 4000 P8| IF PRECAST ^. PAVEMENT PARALLELBOTTOM OF CURB AND GUTTER MAY BE CONSTRUCTED TO SLOPE OF SUBSURFACE COURSES PROVIDED MINIMUM DEPTH OF 7" IS MAINTAINED, NOTE:E TO 3^ IN ORDER THAT BOTTOM OF CURB MAY COINCIDE VVUM TOP OF A COURSE OF PAVEMENT. OTHERWISE DEPTH TO BE 18" AS SHOWN. \V DOT STAND ARD CG ~2 CURB SECTION ASE PD -002 PD -001 A PERMISSIBLE PERMISSIBLE CONSTRUCTION _/0,NSTRUCTIOl JOINT JO NT MAX I 7" WHERE $TO �TRLINCATED DOMES \-TRUNCATED DOMES CG -3 00-7 IS USED. A 711 WHERE $TD, 00 OR STD. CG - STD CG -2 61, 5 DOWELS, B" LONIC SECTION A -A FNISSOL 05 DOWELS, 8" LONG CONSTRUCTION AT 12" C -C-\ PERMISSIBLE ' tEoTmw 13-B SECTION 8-13 � TANGENT PLAN ALTERATIONS 121A AW CROSSWALK CROSSWALK PICAL PLACEMENT TYPICAL PLACEMENT INTERSECTION AT INTERSE,TION \\ 0, ,SWPLV, AXA OUTSIDE OF OR TRAVELWAY SHALL rHIN CROSSWALK � � = o= WITHINBE PROVIDED FOR (WITH BUFFER STRI —---~~~^ 8����� DIAGONAL VARIATION TYPE A (PERPENDICULAR) APPLICATION THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING TYPE B (PARALLEL) APPLICATICN (4811 WIDE) REQUIRED AT TOP OF CURS RAW, WNIML CONSTRUCTION,6 FEET FOR ALTERATIONS. N CURB RAMP LENGTH 8 FEET FOR NEW TRUNCATED DOME 23%.'C.0 11 VARIABLE DETAIL 31 MIN"M. PAY LIMITS PLAN, SECTk]N, DETAIL OR TO RMLATION AN CWM OF TRAFFIC MUNARY 6V THE U04RTMENT 5�v' I PERMISSIBLE CONST, STD CO -2 L -TRUNCATED DOMES 20 05 00 PERMISSIBLE 0 711 WHERE $70. CG -3 CG -7 IS USED. MAXIMUM I XXK E Op PAVEMENT ATXX SAME AS TOP OF CURB TYPICAL PLACEMENT AT INTERSECTION 7YPE C (PARALLEL 8, PERPENDICULAR) WITH BUFFER STRIP APPLICATION THIS COMBINED (PARALLEL 6. PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE USED WITH ADJOINING BUFFER STRIP. LANCING AT BOTTOM OF TWO SLOPING $DES WITH 601, X 6011 MIN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. 1, DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 F PRECAST) WITH SUP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF TRAVEL OTHER TYPES OF MATERIALS WITH THE TRUNCATED DOME DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. 2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES, TRUNCATED DOMES TO BE STAMPED �0�������������w���� �u�^ 1����� ��m�m�L�����p�p,m�np�����ss�c ^.�������u������ FOR�����.��ruwc���A-^ S. �r � ��nx���8���Q�����CfNTER ALONG BOTH SIDES u,THE RAW FOR uo�m*�uuURB AND GUTTTO 0 �, /'WHEN USED wv�M CATION �������^�;onBE ADJUSTED THE CUR13 ��3~����rmEcwrm*Snwm�nm MTCH uRAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING wPLACED WITHIN THE LIMITS OF THE CROSSWALK. m TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADOCANNOT ACCOMMODATE THE TURWG Rev, 3/03 [DSPEEVIAL DESIGN SE RAWING NO. N.T.S. CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East H gh8oea umanuManv|UmVA��BV� 484-9� 7�522, www.mokeemnmnnxom McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings, All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. j\LTH ROBERT B.MCKEE' NO. 7783 .411 P006 - V:�O;/ All c1l E-4 4 r:� 2.10/9/03 COUNTY COMWNTS 2.10/9/03 COUNTY COMWNTS NOTES: IRE ROM -BLOCK UD -014 TYPICALUD-015 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT AGAINST OF BEND ELEVATION FOR THE SERVICE LATERAL IS INDICATED, THE TOP (CROWN) SOIL, STEEL PILEf H ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0,2' HIGHER 2 HYDRANT IS LOCATED IN a FILL, ANCHOR THAN THE TOP (CROWN) ELEVATION OF THE LOWEST PIPE CONNECTED TO 90 THREADED ii ADDITION THE MANHOLE, CONCRETE,R ► STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN Al 4"-6' 2'-6" 3'-0" 2'-6" 1'-6" 2'-8" 1 4 & 6 SHALL BE CONNECTED USING A PIPE SADDLE AS 2,00 2,25 2,60 MANUFACTURED BY "SEALTITE", OR AN APPROVED EQUAL, SALT TREATED 2,25 2.50 2' MIN. I 2 X 4 MARKER 22 1/2 1.50 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION _ 0.10 4„-6, 3' 0„ 6' 0 3' 0„ 3, 3„ 3,-3„ 2 SHALL BE 2% (1/4" PER FOOT), 8” REMAINING BACKFILL SHALL 1/4" lll�IIIIIIl1III{�+ 2,00 NOT CONTAIN ROCK MATERIAL 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM DIAMETER OF 4". =1I1� �I11�II�I��I11I 12" 36"MIN LARGER THAN 6" IN ANY 1/2" 12.5""m _111/4 90 DIMENSION 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3'. (I11==��111i�1I� =I 0,48 a 24 MIN FINISHED CI�CIaCllll aCIICIw 2,66 iNTIAL BACKFILLx GROUND =j{{i{illll=l 2.91 8"MIN (6" LIFTS) 0.32 EMBEDMENT x THOROUGHLY COMPACTED 2.16 PLUG END 0,13 BY HAND OR APPROVED P—.-- OF SERVICE SPRING LINE MECHANICAL TAMPER 11 1/4 LATERAL OF PIPE — 0.13 HAUNCHING NO. 68 STONE __0 - 3.83 I® PROPERTY 0.83 BEDDING 6" max 4" rein LINE — 45° j 3,58 FOUNDATION (SHALL BE 0.43 3.83 4.00 REQUIRED WHEN SOIL SECTION 22 1/2 CONDITIONS ARE UNSTABLE 2.58 2,86 0.24 ,pP�� Z!d MAIN LINE i i I IN LINE WYE -TEE, j j PROPERTY I PLAN LINE I I I VARIES TYPICALICE LATERAL CONNECTIONUD-996 PLAN AND SECTION N.T.S NOTE: HYDRANT MUST BE KENNEDY GUARDIAN (K -81A) EQUIPPED WITH CHARLOTTESVILLE THREADS MUELLER CENTURION (A-423) WHICH IS THE LOCAL STAN ARD, OR APPROVED EQUAL LENGTH OF BRANCH VARIE 6' MIN 2' TO 10'— (2700) 7 CU. FT, 18" VALVE GRAVEL BOX 36"MIN o ° 6" GATE VALVE /m IRE ROM -BLOCK UD -014 TYPICALUD-015 BASE AND THRUST RE DETAIL AGAINST OF BEND UNDISTURBED STABLE N.T.S. SOIL, STEEL PILEf H WHEN THE SOIL L 2 HYDRANT IS LOCATED IN a FILL, ANCHOR THE VALVE TO THE HYDRANT, 90 THREADED ii ADDITION O POURING CONCRETE,R ► STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT 8" X 6" TEE 3/4" THREADED RODS TO MAIN IN ALL INSTALLATIONS, RODS SHALL BE GALVANIZED OR ASPHALT COATED 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3' MIN, COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH, IT IS NOT ALLOWED IN THE DITCH, N _TE: 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO, 21A STONE, 2, FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH W-00$ DETAIL N.T.S, PLACE 5' GALV, " WITNESS " POST PAINTED BLUE TO INDICATE VALVE LOCATION AS DIRECTED, MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE 1 ADJUSTABLE VALVE BOX W/ LID BINGHAM & TAYLOR FIG, N0. 4905 (SCREW TYPE) OR APPROVED EQUAL M.J. GATE VALVE WATER � H 0 �_---( d H � LINE 2500 P.S.I. CONCRETE 2'x 2' BEARING THRUST BLOCK Q' ' . .'@�. . �. •' ; .::: '.� . AREA NOTE ; IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL IRE HYDRANT ASSEMBLY UD -014 TYPICALUD-015 TEE AND PLUGS (FT) DETAIL SIZE OF BEND N,T.S. DETAIL N.T.S. GOOD FOUNDATION MATERIAL INITIAL BACKFILL ROCKY FOUNDATION MATERIAL x STABLE SOIL ROCK BEDDING 3 STONE x SCRAPE THE BOTTOM OF THE TRENCH, REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTABLE � INITIAL BACKFILL SOIL 8' 8" 8'° 8° = MIN. MIN. = : _ IN MIN. #68 STONE a 468 STONE a r � ABLE SOIL OR ROCK STABLE SOIL OR STROCK NOTES: 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3. THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4, NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE1130"'N WATER PIPE INSTALLATION I DETAIL UD -010 N,T,S, / "� /'*011� " a 1 r FOR TEE OR WYE FITTI GS WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. ZAP - 460 BEDDING AS MIN REQUIRED a o PLUG ° 45 a. MiN T SECTION 2-2 45° AX a 1 PIPE DEGREE BEND DIMENSIONS (FT) VOL, TEE AND PLUGS (FT) VOL, SIZE OF BEND CUND, CUND. L H T L H T 1" NOMINAL 90 2,50 2.50 3,01 0,24 3'-6" 5'-6" 3'-3" 3'-0" 4'-6" 2 1/2' 4"-6' 2'-6" 3'-0" 2'-6" 1'-6" 2'-8" 1 4 & 6 45• 2,00 2,25 2,60 0.15 2 00 2,25 2.50 0,15 12" 22 1/2 1.50 2,00 2.52 0.10 4„-6, 3' 0„ 6' 0 3' 0„ 3, 3„ 3,-3„ 2 1/4„ 8” 3'-6" 6'-6" 3'-0" 3'-8" 3'-9" 2 1/4" 1.50 2,00 2.50 0.10 12" 5'-3" 9'-0' 3'-3" 5'-0' 5'-9" 2 1/2" 12.5""m _111/4 90 3.66 3.16 3,21 0,48 8 45 2.66 2,66 2.77 0,26 3.16 2.91 2,66 0.32 22 1/2 1.66 2.16 2.69 0,13 1" TEE 11 1/4 1,66 2,16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 45 3.33 3,58 2.95 0.43 3.83 4.00 2.83 0.52 22 1/2 2.33 2.58 2,86 0.24 ,pP�� Z!d 11 1/4 1.83 2.33 2.84 0.18 NOTE; 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE ; CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES, 2. USE 2500 P.$.I, CONCRETE, 3, NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4, THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. THRUSTCONCRETE BLOCKS / PLAN AND SECTION 1. FOR BENDS 8" & SMALLER USE STRAP ON BEND WITH ANCHOR BOLT ON CENTER LINE OF BEND, 2. FOR BENDS 10" THROUGH 12" USE. 2 STRAPS ON BENDS ADJACENT TO BELLS. 3. FOR 18" BENDS USE 3 STRAPS AS SHOWN. i • it � � . R -- --CONCRETE CLASS B ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT. BEND PIPE SIZE A B C D E F 4"-6' 1'-9" 2'-3" 2'-6" 1'-2" 2'-0" 1 1/4" 8" 2'-3" 3'-0' 2'-6" 1'-6" 2'-6" 1 1/4" 11 1/4 10" 2'-9" 3' 9" 2' 6" 2'-0' 3' 0" 2" 1" NOMINAL 12" 3'-0' 4'-3" 3'-0" 2'-3" 3'-6" 2" EXTRA STRONG 18" 3'-6" 5'-6" 3'-3" 3'-0" 4'-6" 2 1/2' 4"-6' 2'-6" 3'-0" 2'-6" 1'-6" 2'-8" 1 1/4" CLASS "B" 8„ 3. 0. 4, 3„ 2, 6„ 2'-0„ 3'-3"1 2," 22 1/2 10" 3'-3" 5' 0" 3' 0" 2'-9'' 3'-9" 2" BOLTS TO FACE CENTER OF BLOCKS. 12" 3'-9„ 6'-3" 3'-0" 3'-6" 4'-3" 2„ 18" 5'-0' 7'-6" 3'-3" 4'-0" 5'-81"12 1/2" 5' 4„-6, 3' 0„ 6' 0 3' 0„ 3, 3„ 3,-3„ 2 1/4„ 8” 3'-6" 6'-6" 3'-0" 3'-8" 3'-9" 2 1/4" 45° 10" 4'-6" 7'-6" 3'-0" 4'-3" 5'-0"2 1/4" 12" 5'-3" 9'-0' 3'-3" 5'-0' 5'-9" 2 1/2" 12.5""m 18" 6'-6" 11' 0' 3' 9" 6' 0' 7' 3" 2 1/2" UD -011 FLAT STEEL STRAP WIDTH ; DIM. "F" THICKNESS OF FILLET WEL STRAP = 1/4" STANDARD HEX w NUT 1/4" THICK PLATE WASHER 3" THREAD 1" NOMINAL 14.5"' INSIDE DIA. 3/4" ANCHOR EXTRA STRONG BOLTS STEEL PIPE I PIPE BELL #4 BARS (a2" CONCRETE CLASS "B" ON CENTER FOR F0 12" BENDS & SOFT COPPER LARGER - SECTION NOTE: STANDARD 90° HOOK ON END OF ANCHOR BOLTS TO FACE CENTER OF BLOCKS. N,T.S, / DETAIL N.T.S. F ------JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. Aff CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East H i h Street Chadottesvilla, VA 22902 434-979-7522 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. �J, T Hop '71% o ROBERT B. MCKEE N0. 7783 291101VA"L oCOVER LIFT NOTCH to'+/- 10' w e� 1" TYPE "K" 14.5"' [ I + F0 SOFT COPPER 12 3/8" 5' 10' S' x-3/4"x3/4"x 12.5""m 1" TEE WATER ,pP�� Z!d WATER SEWER NOTE; LOCATION OF OTHER UTILITIES Q NO SWEATED FITTINGS CAST IRON LID (GAS,: ELECTRIC, TELEPHONE, CABLE, ETC,) iE (FLARED ONLY) 18" METER BOX DUAL SERVICE PROPERTY EASEMENT WIDTHS: WATER OR SEWER ONLY - 20' MINIMUM LINE WATER & SEWER - 30' MINIMUM .*.e x SEE PART 3, PARAGRAPH D; SEPARATION OF WATER & SEWER LINES, 3/4" TYPE "K" UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90° TO THE RIGHT OF WAY SOFT COPPER ° UTILITY LOCATIONSWIDTHS UD -009 2� DETAIL N,T.S. SINGLE SERVICE 18" `-- NOTES: 6" EXTENSION 1, SADDLES SHALL BE USED ON PVC PIPE, 2,. THE SERVICE LATERAL SHALL BE THE SAME SIZE AS THE COPPERSETTER, EXCEPT AS NOTED ABOVE OR UNLESS OTHERWISE APPROVED. 6„ CAST IRON LID -i =1I -11=111=111=I EEI 1511 5±1I1=1I II_ FINISHED GRADE PIPE SLOT BROOKS 1/4" i i III 11 1 I l i I i-1 1—I 1 I—,i- BEND COUPLING LOMKWIN� I 1=' ANGLE 10"-15" III= BROOKS 2200 SERIES BOX WITH EXTENSION OR (2 PLACES;) 2200 SERIES MUELLER NO, H-15069 (3/4", 1") II NO,, H-15068 0 1/2" 2") VALVE I 1- APPROVED EQUAL IN FORD NO. L02-33 (3/4") UNPAVED AREAS NOTES. NO1. 1= L02-44 (11 36" MIN, —II COPPERSETTER (PLACED ON STONE) 1. UNPAVED AREAS (PREFERRED LOCATION): PLASTIC BROOKS 2200 SERIES WITH 1\101, L02-66 (1 1/2") (21 III 1=I II II= FORD VV72 (5/8"x3/4") 6" EXTENSION OR APPROVED EQUAL, N01. L02-77 ill II VV74 (1") 2. PAVED AREAS (ALTERNATIVE LOCATION): CAST IRON BINGHAM AND TAYLOR NO. 6015-B OR' APPROVED EQUAL till I� OR APPROVED EQUAL OR APPROVED EQUAL, USE 6" OR BRICK AND/OR BLOCK TO INCREASE DEPTH TO 24", METER 3. FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID, 4" STONE BEDDING BRICK AS CORPORATION STOP (3/4", 1", 1-3/4", 2") NECESSARY MUELLER NO, H-15000 FORD NO, F-600, OR APPROVED EQUAL TYPICAL SERVICE LATERALT L I TYPICAL(5/811 ' " METER)UD-020 UD -019 1 PLAN AND SECTION N,T.S. DETAIL N.T.S. Aff CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East H i h Street Chadottesvilla, VA 22902 434-979-7522 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. �J, T Hop '71% o ROBERT B. MCKEE N0. 7783 291101VA"L Sheet No.: w e� W Sheet No.: Location Map . ..... Notes Legend MAINTENANCE Scale: 1"=2000' 1. ALL ENTRANCES EXCEPT FOR THE APPROVED CONSTRUCTION ENTRANCE SHALL BE 9 THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE, AND/OR 1. A SCHEDULE OF REGULAR INSPECTIONS AND REPAIR OF EROSION BLOCKED IN SUCH A MANNER AS TO NOT ALLOW ACCESS TO THE SITE. CONVERT TO PERMANENT STRUCTURE ALL EROSION AND SEDIMENT CONTROL MEASURES CONSTRUCTION ENTRANCE AND SEDIMENT CONTROL STRUCTURES SHALL BE SET FORTH. 2� UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, E. & S, STD, & SPEC. NO. 3,02 tzg� 2. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM 10. PERMANENT AND/OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO ALL DISTURBED CHECKED DAILY AND AFTER EACH SIGNIFICANT RAINFALL, STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK AREAS WITHIN 7 DAYS AFTER FINAL GRADE IS ESTABLISHED ON ANY PORTION OF THE SITE. SILT FENCE (, " � JF E. & S. STD, & SPEC, NO, 3.05 -X-X-X- 3.SILT TRAPS SHALL BE CLEANED AND MAINTAINED ACCORDING TO AND VIRGINIA REGULATIONS 4VAC50-30 EROSION & SEDIMENT CONTROL REGULATIONS, ANY DISTURBED AREAS WHERE CONSTRUCTION ACTIVITIES WILL BE HALTED FOR LONGER THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, THAN 30 DAYS SHALL BE STABILIZED WITHIN 7 DAYS OF THE LAST CONSTRUCTION 3. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE- ACTIVITY. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT STORM DRAIN INLET PROTECTION 4,ALL GRAVEL OUTLET SHALL BE CHECKED REGULARLY FOR CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING DORMANT FOR MORE THAN ONE YEAR, up E. & S, STD. & SPEC, NO, 3.07 SEDIMENT BUILDUP THAT WILL PREVENT DRAINAGE. IF THE ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION, 11, THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM TRUCKS GRAVEL IS CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND TEMPORARY DIVERSION DIKE CLEANED OR REPLACED, 4. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE AND/OR OTHER EQUIPMENT PRIOR TO EXITING THE CONSTRUCTION AREA ONTO PUBLIC E. & S. STD, & SPEC. NO, 3.09 FIRST STEP IN CLEARING, OR PRIVATE ROADS, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CLEAN ROADS, 5. ALL SILT BARRIERS SHALL BE CHECKED REGULARLY FOR 29 ALLAY DUST, AND TAKE WHATEVER MEASURES NECESSARY TO INSURE THAT THE ROADS UNDERMINING OR DETERIORATION OF THE FABRIC AND 5. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ARE MAINTAINED IN A CLEAN, MUD AND DUST -FREE CONDITION AT ALL TIMES. TEMPORARY SEDIMENT TRAP REPAIRED AS REQUIRED, SEDIMENT SHALL BE REMOVED WHEN ON THE SITE AT ALL TIMES, E. & S. S T D. & S P E 0. N 0. 3.13 12, ANY SEDIMENT WHICH ACCUMULATES IN THE SEDIMENT TRAP SHALL BE CLEANED OUT @ THE LEVEL OF SEDIMENT DEPOSITION REACHES HALF WAY TO THE 6. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED AND PLACED AT A SUITABLE LOCATION AS REQUIRED AND WHEN THE SITE HAS BEEN TEMPORARY SEDIMENT BASIN TOP OF THE BARRIER, ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), STABILIZED FROM FURTHER EROSION. E, & S. S T D. & S P E C. N 0. 3.14 6. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THA' THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE X A GOOD STAND IS MAINTAINED, AREAS SHALL BE FERTILIZED AND OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 13. SEDIMENT BUILD-UP IN CULVERTS SHALL BE CLEANED OUT AND PLACED AT A SUITABLE STORMWATER CONVEYANCE CHANNEL RESEEDED AS NEEDED, LOCATION WHEN THE SITE HAS BEEN STABILIZED FROM FURTHER SOIL EROSION, SEDIMENT E, & S, S T D. & S P E 0, N 0, 3,17 -- ----- EN) T E PO/O Groul2ols 7. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL SHALL NOT BE ALLOWED TO BUILD UP IN CULVERTS BLOCKING FREE FLOW THROUGH THE 7. THE SEDIMENT BASIN AND TRAP SHALL BE CLEANED AND MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY CULVERTS. THE PLAN APPROVING AUTHORITY, SURFACE ROUGHENING MAINTAINED ACCORDING TO THE VIRGINIA EROSION & SEDIMENT 8. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT 14, EXISTING VEGETATION; WOODED AREAS & SCRUB (tR) E. & S, STD, & SPEC. NO. 3.29 CONTROL HANDBOOK, T T ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL 15, ANY TEMPORARY DIVERSION DIKE MUST REMAIN IN PLACE UNTIL THE AREA TOPSOILING NS T R U C I" 10 " 4 N _z'3RQ uENCE FINAL STABILIZATION IS ACHIEVED, IS STABILIZED AND/OR THE ALBEMARLE COUNTY ESC OFFICER APPROVES REMOVAL, E. & S. STD. & SPEC. NO, 3.30 - (LO) 1, INSTALL CONSTRUCTION ENTRANCES AND WASHRACKS 9. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING 16, SILT FENCE SHALL BE MAINTAINED UNTIL SITE IS STABILIZED AND/OR THE PLAN APPROVING PERMANENT SEEDING CONSTRUCTION TRAFFIC WILL NOT BE PERMITTED TO Carrs,brook DEVICE, AUTHORITY APPROVES REMOVAL. E. & S. STD. & SPEC. NO. 3.3 2 ACCESS ROUTE 29 DIRECTLY, 10, THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND 17, CONTRACTOR SHALL NOT INSTALL FILTER OR PLANT MATERIAL IN THE FILTERRA, TM, UNTIL THE 2, INSTALL SEDIMENT BASIN AND SEDIMENT TRAP. AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT, ANY NECESSARY REPAIRS OR CLEANUP SITE IS STABILIZED AND APPROVAL IS GIVEN BY THE ALBEMARLE COUNTY EROSION CONTROL OFFICER. MULCHING TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE E. & S. STD, & SPEC. NO. 3.3 5 -�Mu)- 3. INSTALL THE INLET PROTECTION/DIVERSION MEASURES FOR IMMEDIATELY, THE EXISTING DROP INLETS OR RAISE RIMS TO FINAL GRADE TREE PRESERVATION AND PROTECTION ELEVATIONS, E, & S. STD. & SPEC. NO, 3.3 8 4. INSTALL THE 60" PIPE FOR STORM SEWER "A" AND MAKE �o DUST CONTROL THE CONNECTIONS TO THE UPSTREAM AND DOWNSTREAM wood6rook E. & S. STD. & SPEC. NO. 3.39 -1 DC)-- STRUCTURES, DURING THIS CONSTRUCTION AN ALTERNATIVE �\o A MINIMUM WATER TAP OF 1" MUST BE INSTALLED WITH CONSTRUCTION ENTRANCE AND WASHRACK MY BE INSTALLED A MINIMUM I" BALLCOCK SHUTOFF VALVE SUPPLYING A WASH A HE EXISTING ENTRANCE ADJACENT OT DOUBLETREE LANE. HOSE WITH A DIAMETER OF 1.5" FOR ADEQUATE CONSTANT PRESSURE. WASH WATER MUST BE CARRIED AWAY FROM TM, 45 PARCEL 68D2 5.INSTALL THE 24" PIPE BETWEEN THE EXISTING DROP INLET AND THE ENTRANCE TO AN APPROVED SETTLING AREA TO 1.4,172 A C, STORM STRUCTURE 81 FOR STORM SEWER "B", SA MS REAL ES TA TE BUSINESS TRUS T 0 REMOVE SEDIMENT, ALL SEDIMENT SHALL BE PREVENTED Ci DB REF 18811109 6, ONCE MASS GRADING IS COMPLETE AND THE BASE STONE AND FROM ENTERING STORM DRAINS, DITCHES OR WATER COURSES, PL AT REF 11741333 Alo r 1h fle Ids ZONING HC CURB AND GUTTER IS INSTALLED, THE SEDIMENT BASIN, THE A LAND USE, SHOPPING CENTER EXISTING 15" RCP SERVING THE BASIN, AND SEDIMENT TRAP MAY BE REMOVED. 7. BEGIN CONSTRUCTION OF RIGHT TURN AND TAPER LANE SE5 RAINAiGE CALCULATIONS FOR AINAGE AREA MAPS. ADJACENT TO ROUTE 29, f........... ------- . . . . . . . . . . . 14 1 17 TO DOUBLETRE" LANE,' SEMEN T) &0 Y-ArOCESS,EA ---W-- HO TEL V-- 69,3, 767`-�98) -V ID* A. /LIMITS OF P Q z_177 4 GRADING, T� 10 ............ .... ..... - ------ ...... ..... ... . .. .... . .... UtW�N I --TYP:' FIL'T lo 3F TM, 45 PARCEL 68DJ Q) 13,284 A 0. ES TATE BUSINESS rl_1111�\11 WAI -A4AR T REAL 5' C�\ LUTS OF DB REF 18811112 ZONING HC DROP GRADING, TYR PL AT REF 11741333 INL ........ ... LAND USE., SHOPPING SEDIMENT CU Ej rNt 5 RJEqj TYP. CURB INLE1 CjE1 TER ell sr -DIME NT T CURB INLET TYR_- .. .............. tt� I T rV FILTER TYP X SEDIMEN SEDIMENT,-, "X ,ATI4R TAP OF 1" MUST BE INSf ALLIED WITH A MINIMUM W A MINIMUM 1"! BAiLLCOCK SHUTOFF VALVE SUPPLYING A WASH .... ...... fHOSE WITH A DIAMETER OF 1.5" FOR ADEQ6ATE CONSTANT PRESSURE. WASH WATER MUST B E CARRIED AWAY FROM THE ENTRANOE TO AN APPROVED SETTLING AREA TO REMOVE SEDIME NT, ALL SEDIMENT SHALL B� PREVENTED L FROM ENTER�NG;STOR M DRAINS, DITCHES 0,R WATER COURSES, /CE (5) 'NbT--E*-: ...... . ...... ... . .... ... -INSfALL-- Z_ J . ..... OONTIRAC�OAS SHALL NOT f.......... FILTER NIM tKIAL--IN--F1LTERRA1WT'S f..... ..... -------- PARKING -AREAS D. UNTIL SITE IS STABILIZE%,jWD FFE ='44�,3�3 if_7�..... ...... CURB INLE-T- SEDIMENT 1p Up FILTER, TYP� TYR CURB INLET SEDIMENT S F11LTER, TYP, TYP. TYP, D D' CURB INLET SEDIMENT/ -a. 60 A C FFE TO SEDIMENT' DA = 3.93 AC TO D BASIN T Y DID FILTER, fYP, TO SEDIMENT TRA iz FFE 412,60 FFE 412,00 L GfADING, T F LO' 0 R P FIRST FLOO P IUITS 6F ITY_P/lI, R . . .... ............. ----- ------ jNLF -------- - DROP SEDIMENT FILTER, TYP. ..... ..... . .......... .... ... . . . . . . '?CURB INLET SEDIMENT FILTER, TYP, tNEESz V I?RiE$PRf ,,URB INLET IMENT DROP........ .. . ........ .. .... C D LTER, TYR SEDJMENT ........ ... . ... ........ TYP, "CeDR B INLET 410 FILTER, TYP,'- SMH FIL7ER, ,f/YP DROP INLET,/ �i PROPOSED 13 SEDIMENT W f IP 21'SI�MANJE ER CURB INL 'E-A ET i7 y E SEDIMENT ___CJdP0-jNt DROP I FILTER, TYR S IIMENT E;D F '30 IP A 19 -DD - - DRO 41 7GIN' TR -NOT-. -BE -C U -LANE D. -TA T 1 (0) 1 R, T Y P. ILM -AND- 142 0 UNTIL DI T -E ...... 0 ST IT !�MH SEDIM F E__R VE -OF lop .... .... .. -0 ------- -S �__404 7 OHE . ..... ..... m . ...... .... T. L - - - - - - - - -- EA SMEN T ------ ... .. ...... . A6E -SWALE,- w,zii POWER CONTRACTOR TO INSTALL DIVERSION MEASURES DROP INLET .............. SEDIMENT TO ROUTE CONSTRUCTION STORM WATER FIC7ER7TY`P, EWSTING-DRA-IN ...... LIMITS 0 SEDIMENT BASIN . NO CONSTRUCTION STORM TO REMAIN UNTIL SEDIMENT F NI ..... o 0 ______.WA1_ER LLRE-AL.L.QW9. BASIN AND SEDIMENT TRAP GRADING, TYR TRAP NO. 1 OVERHEAD POWER LIIN�Ej$ ISTING DRAINAGE SWALE SEE SHEET' 14 A RZ_ MOVED, TO REMAIN UNTIL SEDIMENT A :: 3,00 AC. FOR CONTINUATION _ND SEDIMENT T' Z 30" CMP RISER ANTI -VORTEX BASNA ELEV� L W D \SEMINOL E TR -A= �U, S, ROUTE 29 SOUTHBO �Alv DEVICE CONSTRUCTED ON ARE REMOVED. BOTT 73 10 NOTES REGARDING FILTERRA UNITS: EXIS-TIN 18" RCP CULVFR.T. 4.0 2.0 i'VARIABLE WIDTH ROW) 18" RCP TO BE REMOVED WET/DRY 89 2 1. ALL FILTERRA UNITS ARE TO BE CONNECTED TO DRAINAGE INLETS AS SHOWN WHEN SEDIMENT BASIN IS 2.0 2.0 ON THI PLAN WITH 4" OUTLET PIPE IN A SUCH A WAY TO PROVIDE POSITIVE REMOVED. D R YtW&R 97 34 -- DRAINAGE TO THE INLET. .4 Z Z, g r� M 418." (EL. A 11 Av 5. 2,5- 2. THE INVERT OUT FOR THE 4" OUTLET PIPE IS TO BE 3'-61' BELOW THE TOP OF THE STRUCTURE FOR ALL FILTERRA UNITS SPECIFIED ON THIS PLAN. 3. THE CONTRACTOR SHALL NOT INSTALL FILTER MATERIAL IN ANY FILTERRA UNTIL THE SITE IS STABILIZED AND THE PARKING AREAS ARE PAVED, U z 7 4. TO PROTECT AGAINST SILTATION, ALL FILTERRA THROATS SHALL BE BLOCKED WITH 1" x 8" LUMBER PIECES UNTIL SITE IS STABILIZED AND FILTER MATERIAL THIS SHEET FOR EROSION AND INSTALLED SEDIMENT CONTROL PURPOSES ONLY 0 Q Scale 1"=30' Contour Interval=2' 0 30 60 120 AA r, z yr ILJ McKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East H �h Street Charlottesville, VA 22902 434-979-7522 www.makeecarson.com McKee Carson and Field Sport Concepts, Ltd7, reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. NL T H op 913 4 ROBERT 6, MCKEE NO� 7783 0 4) 1Q1P!t0NAL V;6/ Scale: r = 30, Date: 7/28/03 Project No.: 0221 Designe& JDB Checked: AGF McKEE CARSON '18" MIN. GRAVEI! (12"MIN, DEPTH) CONSULTING ENGINEERS LANDSCAPE ARCHrrECTS RUNOFF WATER 1, SET THE STAKES, 2, EXCAVATE A 4"X 4" TRENCH LAND PLANNERS EXISTING WITH SEDIMENT ORIGINAL VAR.* UPSLOPE ALONG THE LINE OF 301 East H Ii;Ih Street 70' MIN, ------ STAKES, Charlottesville, VA 22902 PAVEMENT GROUND 'MAX. 434-979-7522 5:1 ELEVATION VAR, 6 www.makeecarson.com FILTER CLOTH-* MOUNTABLE BERM L-1 Li 1.0, If °V ZA 67 CU. YD,/ACRE d VARIABLt: (OPTIONAL) F F SIDE ELEVATION 4 ------------ 4 11 Jill McKee Carson and Field Sport Concepts, Ltd. EXI GROUND 4 .4 fll�l `7 -FILTERED TERED WIRE MESH 67 CU. YD,/ACRE reserves its common law copyright and other 70' MIN. ER property rights in these drawings. All ideas, WASHRACK SPECIFIC APPLICATION (EXCAVATED) MAX, ORIGINAL designs, sections, details, and plans are the 10' MIN. T FL6w it (OPTIONAL) A_ THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE FILTER GROUND TI 1-1 -1 property of McKee Carson and Field Sport ir III I COARSE CLOTH ELEVATION Concepts, Ltd. These plans are not to be INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. *SEIE TEMPORARY SEDIMENT TRAP AGGREGATE CLASS 1 12' LIN, 10 MI EXISTING DIMENSIONS DETAIL RIPRAP 3, STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT reproduced, changed, or copied in any form PAVEMENT GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE TO STAKES AND EXTEND THE EXCAVATED SOIL, or manner whatsoever, nor are they to be GRAVEL FILTER CROSS SECTION OF OUTLET IT INTO THE TRENCH. assigned to any third party without first RUNOFF WATER WIRE MESH GRAVEL AND WIRE MESH LENGTH (IN FEET) obtaining the express permission and consent VDOT #1 1 FILTERED (IN A C.) COARSE AGGREGATE POSITIVE DRAINAG FILTERED WATER ROP INLET SEDIMENT FILTER x0_00 6 x DRAINAGE AREA of either McKee Carson or Field Sport POSITIVE DETAIL N.T�S, CLASS I RIPRAP MUST EXTEND FULL WIDTH TRAPPING DEVICE Concepts, Ltd. OF INGRESS AND EGRESS DIVERSION OPERATION PLAN VIEW DIKE Jill Jill — 1- 12' MIN, 1111 Mai 1 11 12- 11111 .41 FF MINIMUM TOP WIDTH (W) REQUIRED FOR SEDIMENT TRAP EMBANKMENTS FLOW ACCORDING TO HEIGHT OF t��T'H op 3" MIN. EMBANKNIFNT (FEET) A 3" MIN, SEDIMENT %6111 1-, H H 0 W SHEET FLOW INSTALLATION FILTER CLOTH SECTION A-A CONCRETE GUTTER <-- 12 1.5 0.5 2.0 (PERSPECTIVE VIEW) CURB INLET 2,0 1.0 2.0 ROBERT B, MCKEE 6'-7" 2.5 1,5 2,5 ----------- COARSE AGGREGATE NO, 7783 Ii FLOW r16 3.0 2�0 2,5 H 1P 3.5 2.5 3,0 H A LD SPECIFIC APPLICATION 0 EXCAVATE 4,0 3.0 3.0 AREA FILTER 4,5 3,5 4,0 IV f-ORIGINAL CLOTH THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS 5.0 4.0 4,5 GROUND WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE ELEV, INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED "COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 �.� % REINFORCED CONCRETE DRAIN SPACE AREAS. :.:I I 1=1 I F=1I1=1, SECTION B-B EXCAVATED AREA .......... WASHRACK (OPTIONAL) x GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. � MF'. OUTLET (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. SOURCE: ADAPTED from 1983 Maryland Standards for Soil erosion and 8odiment Control. and Va. DSWO MAX, DEPTH = 4' DRAINAGEWAY INSTALLATION (FRONT ELEVATION) SILT FENCE STONE CONSTRUCTION ENTRANCE XD-012 XD-004 X0407. E XD-008 D (--A ( B� GRAVEL CURB INLET SEDIMENT FILTER -_ ( c� TEMPORARY SEDIMENT TRAP DIMENSIONS r � TEMPORARY SEDIMENT TRAP .(WITHOUT WIRE SUPPORT) XD-00 14 DETAIL N,T,S, 14 DETAIL N.T.S, �4 DETAIL N, T, S, �4 PERSPECTIVE AND SECTION N,T.S, �.14) DETAIL N.T.& A FLOW DESIGN HIGH WATER ELEV. 406.0 (25-YR, STORM ELEV,) M `\ �\\ }\1t}(r '`� �/� FLOW ELEV, 403, MIN. 3.0' "o, MIN, 0.51 MIN, 1,0' C COMPACTED SOIL 67 C.Y./ A "DRY" STORAGE EROSION CONTROL FABRIC LIMITS OF 181, MIN, VDOT ST'D. EC-3 30" CMP RISER RISER CREST FENCE TO BE FLOW DETERMINED BY 67 C,Y./ AG. ELEV. 403,00 "WET" STORAGE DEWATERING PROJECT ENGINEER IFF11 _11 1 11—�VJllLI�111111 1111Q111111 DEVICE 8" ORIFICE W/ 10" -7UBTIqG //A SEDIMENT SNOW FENCE P L 0 W_��; CLEANOUT POINT --rum 71= ELEV, 401.70 6" 11- I 1."'t, I I 1= I I F FLOW I Ed I 1=1 1 1�7_ =1 I El I FEI I 1=1 I 1=1 I 4.5' MIN. SEDIMENT-LADEN RUNOFF ELEV. 399.00 AS DEPTH BELOW TOP OF INLET r�,=-,TDT REQUIRED MIN, I'- MAX. 2' DESIGN ELEVATIONS WITHOUT EMERGENCY SPILLWAY . ........... TYPICAL STEEL BASE ---------- (RISER PASSES 25-YR. EVENT) TYPICAL CONCRETE BASE 00 r=" flit�l, 1=1 11=1 I R I I I=_I SE RISE H DIMENT BASIN SCHEMATIC ELEVATIONS R PIPE BASE CONDITIONS rH TEMPORARY DIVERSION DIKE '-11'I�EFI ml I' F- — — -) DETAIL BOARD FENCEIII=III III- N. T, S, 14 00 14) DETAIL N,T.S. 14 SECTION N,T,S. CORD FENCE it .&A I I_J_ ff 000M III =5 I I I=T1r PLASTIC FENCE ..ill.. ... .... III- PROVIDE ADEQUATE POLYETHYLENE CAP NOTES: CYLINDER IS 14 GAGE CORRUGATED 4 STRAPPING- METAL PIPE OR FABRICATED FROM CORRECT METHODS OF TREE FENCING ME�T IE I I I. THE CYLINDER MUST BE 1/8" STEEL PLATE, N1 A X. S L 0 P E' 2: 1-111-III- ""=111-111-III - --:FIRMLY FASTENED TO THE --111=1I= 1_11�1 1EEF1 PERFORATED TOP OF THE RISER, STORM WATER WITH -- 4 WEEP ARGER PARTICLES POLYETHYLENE 2, SUPPORT BARS ARE WELDED jj SETTLE OUT DRAINAGE TUBING, DEPTH VARIES TO THE TOP OF THE RISER TOP IS 14 GAGE CORRUGATED LARGER PARTICLE,' HOLES TACK WELD AS REQUIRED OR METAL OR 1/8" STEEL PLATE, REMOVED El I I= FOR 10" DIAMETER 0 .11 E-3 I DEWATERINC.- FOR 'DRY'STORAGE BOLTED TO TOP OF RISER. PRESSURE RELIEF HOLES MAY EEI I I-- BE OMITTED, IF ENDS OF Ilk I IE�d I CORRUGATIONS ARE LEFT FULLY OPEN WHEN THE TOP IS ATTACHED.- P%,900 "FERNOO-STYLE" WET STORAGE DRAIN INLET 4 -LI -1 11 f I, I COUPLING I I T El I 1=1 I 1=1 I I I=I I I=111:=1 I 1=11 17 DEWATERING ORIFICE, SCHEDULE 40 STEEL STUB 0000 1-FOOT MINIMUM, 8" DIAMETER -TTI'T DOZER TREADS CREATE CORRUGATED ELEVATION 401,70 PRESSURE BELIE GROOVES PERPENDICULAR SPECIFIC APPLICATION METAL RISER HOLES 1/2" DIA. CORRECT TRUNK ARMORING TO THE SLOPE, NOTE: WITH CONCRETE RISER, USE PVC SCHEDULE 40 STUB THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS FOR DEWATERING ORIFICE A 0 A 0 0 TRIANGULAR BOARD FENCE ARE EXPECTED AND WHERE AN OVERFLOW CAPABILITY AND EASE OF MAINTENANCE ARE DESIRABLE. SOURCE: VA, DSWC DRAINAGE TUBING SHALL COMPLY WITH ASTM F667 ,, i� I�%% Source: Va. DSCW SOURCE: MICHIGAN SOIL EROSION AND SEDIMENTATION&OURCEt MICHGAN SOIL EROSION AND SEDIMENT CONTROL. GUIDEBOOK, 197$, AND USDA-SOS AND AASHTO M294 S rG EXCAVAT D C) TREE PROTECTION AND PRESERVATION FENCING F URFACE ROUGHENING ED DROP INLET SEDIMENT TRAP XD-028 EWATERING SYSTEM FOR SEDIMENT BASINS X13-00 14 DETAIL N.T.S, �4 DETAIL N. T. S. 0 0 14 DETAIL N.T,S. DETAIL N. . . 0 0 PLAN VIEW V, ------------- -------------- D TACKWEL ELIDED Ito 1A!N -------- ALL AROUND N, I "3 Ito H Revisions, 1.9/2/03 COUNTY CO NTS IN, 2.10/9/03 COUNTY CO NTS 81, M it SIZE ,qI I #6 X 12" SUPPORT BAR SI SPACER BAR (#6 REBAR MIN.) if L) (TYPICA� s RISER DIAMETER V 'Y SECTION A-A ISOMETRIC �K ANTI-VORTEX DEVICE DESIGN DETAIL 14 N.T.S. f 430 Scale: ASSHOWN Date: 7/28/03 W-0" MIN, Project No.: 0221 4 fO -L[MIrT 2 2 1 Designed: jDI3 -RXC� --G IN Checked: AGF -W Z N /\W, 0 W/ XX, Sheet No.: PROPOSED RIGHT TURN LANE AND TAF'� CONTINUATION FROM SHEET 13 TEMPORARY STORMWATER CONVEYANCE CHANNEL 144 SECTION RIGHT TURN AND TAPER V 30' N.T.S, '0 MIN. N.�A 67 CU' Y D /AC1 TINGStNG G 7XC U. YD '/ACRE (EXCAVATED} A V A TED) 4' �H Of 14