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SDP200200078 Plan - Approved 2002-10-04
FARMINGTON COUNTRY POOL AND BUILDING ADDITIONS i VICINITY MAP SCALE: 1" : Approximately 1500' North 1, ',NORK SHALL BE SUBJECT TO INSPECTION BY THE ALBERMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2, THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT T NECESSARILY SHAWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT, THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3, ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBERMARLE COUNTY SERVICE AUTHORITY ON JANUARY 20, 1983 AND AMENDED JULY 1, 1989. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5, THE CONTRACTOR SHALL BE RESPONSIBLE FOR FOR NOTIFYING " MISS UTILITY" (1-800-552-7001). 6, ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTER OF THE PIPE, THIS INCLUDES ALL FIRE "YDRANT LINES, SERVICE LATERALS AND WATERLINES, ETC, 7. 20' WIDE EASEMENTS, CENTERED ON THE PIPELINE AND APPURTENANCES SHALL BE DEDICATED TO THE ALBERMARLE COUNTY SERVICE AUTHORITY, EXCEPT WHERE THE LINE IS IN A PUBLIC ROAD RIGHT OF WAY OR AN ACCESS EASEMENT, IN WHICH CASE THE ACCESS EASMENT SHALL ALSO BE DEDICATED AS A UTILITY EASEMENT, 8. 3' MINIMUM SEPARATION REQUIRED BETWEEN WATER LINE AND STORM SEWER CULVERTS OR 6" SEPARATION WHEN WATERLINE IS INSULATED. USE 1/2" THICK THERMA-GEL PIPE INSULATION IN 3/4" SHEETS AS MANUFACTURED BY NORMACA INC. OR EQUALLY APPROVED BY THE ALBERMARLE COUNTY SERVICE AUTHORITY. INSULATION TO EXTEND BEYOND CENTERLINE OF CULVERT IN BOTH DIRECTIONS OR 5' BEYOND ENDS OF CULVERT WHEN PARALLEL, 9. TOUCH READ METERS ARE BEING USED BY THE ALBERMARLE COUNTY SERVICE AUTHORITY, TO ACCOMODATE THESE METERS, METER LIDS WILL REQUIRE A 1 3/4" HOLE TAPED INTO THE CENTER OF THE LID. BLIND TAPS OR PLUGS SHALL BE PROVIDED TO PREVENT DEBRIS FROM ENTERING THE BOX PRIOR TO METER INSTALLATION, 10. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES, 11. CERTIFICATION THAT 95% COMPACTION IS OBTAINED SHALL BE PROVIDED FOR ALL FILL AREAS UNDER WATER AND SEWER LINES AND APPURTENANCES, THIS CERTIFICATION SHALL BE SIGNED BY A PROFESSIONAL GEOLOGIST. THE CERTIFICATION SHALL STATE THE EXACT AREA THAT THE CERTIFICATION APPLIES TO, 12, VALVES ON DEADEND LINE SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. w. 1, PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN EXISTING PUBLIC RIGHT-OF-WAY INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT FOR SAID CONSTRUCTION SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (HEREAFTER ABBREVIATED V.D.Q.T.). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPENCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D.O.T. UNLESS OTHERWISE NOTED. 1 EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED, MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHEIVED. 5. PAVED OR RIP -R P A STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBERMARLE COUNTY DIRECTOR OF ENGINEERING, OR HIS DESIGNEE. IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL, 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION, 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III, 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). APPROVAL ML A DEPARTME %.OF PLANNING & C MUNITY DEVELOPMENT VIRGINIA DEPARTMENT OF HIGHWAYS NA DEPARTMENT OF ENGINEERING NA, DEPARTMENT OF ZONING tliiLaa ALBERMARLE COUNTY FIRE OFFICIAL SITE DATA LEGAL REFERENCE: TM, 60E (2) PARCEL 1 (PART OF) SOURCE OF TITLE: D,B. 1263 P. 668 OWNER: FARMINGTON COUNTRY CLUB 1 COUNTRY CLUB CIRCLE CHARLOTTESVILLE, VA 22901 ZONING: RA (ENTRANCE CORRIDOR OVERLAY DISTRICT) SWIM, GOLF, TENNIS, OR OTHER SIMILAR ATHLETIC FACILITY USE IS SUBJECT TO THE SUPPLEMENTARY REGULATIONS OF SECTION 5.1,16 SPECIAL USE PERMIT (SPIN 97-28) MAGISTERIAL DISTRICT: SAMUEL MILLER SOURCE OF TOPO & BOUNDARY SURVEY: LOUISA AERIAL SURVEYS INC. JAMES H, BELL, SURVEYOR THOMAS B. LINCOLN, LAND SURVEYOR, INC. DATUM: ASSUMED BENCHMARK: BM 1 IS A CHISLED SQUARE AT STEPS NEXT TO SOUTHEAST CORNER OF TENNIS COURTS. ELEVATION 649.13 BM 2 IS A CHISLED SQUARE AT THE TOP REAR OF THE CURB AT THE SOUTHEAST CORNER OF THE PRACTICE TEE PARKING LOT. ELEVATION 624.09 SETBACKS: FRONT SIDE BUILDING 25' 25' PARKING 20' 20' PROPOSED USE: THIS PROJECT INVOLVES THE REPLACEMENT OF EXISTING POOLS, AN ADDITION TO THE KITCHEN BUILDING, LOADING DOCK & THE ADDITION OF A HANDICAP ELEVATOR (SEE SHEET 4). NA VIRGINIA DEPARTMENT OF HEALTH A ALBERMARLE COUNTY SERVICE AUTHORITY N BUILDING OFFICIAL 15 TENNIS COURTS lig 2 SPACES/COURT = 30 SPACES 27 GOLF TEES fd 1 SPACE/ 2 TEES : 14 SPACES 8,600 SF RECREATION AREA 11 1 SPACE/ 125 SF = 69 SPACES 7,000 SF EATING ESTABLISHMENT rd 13 SPACES/ 1,000 SF = 91 SPACES 55 GUEST ROOMS (� 1 SPACE/ ROOM = 55 SPACES 3,900 SF OF BALLROOM FLOOR AREA lay 1 SPACE/ 75 SF = 52 SPACES TOTAL PARKING REQUIRED : 311 SPACES FRONT CIRCLE = 82 SPACES GOLF ROAD - 10 SPACES UPPER GOLF LOT = 20 SPACES LOWER GOLF LOT = 21 SPACES DRIVING RANGE LOT = 62 SPACES OUTDOOR TENNIS : 24 SPACES FITNESS CENTER : 2 PACES KITCHEN = 4 SPACES BOILER HOUSE = 4 SPACES OLD TAPROOM LOT = 47 SPACES R = 52 SPACES LOWER EMPLOYEE LOT : 46 SPACES INDOOR TENNIS LOT : 26 SPACES NEW GOLF MAINT. LOT : 18 SPACES OLD GOLF MAINT. LOT = 12 SPACES LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES, 0 ra ks y Ilkr., A .. � iagtlUt0, 1•pDFitll@ I! at16i r" a;. Alii .. VAC -4 OF N .' l Nl VERS[ _ 10 i VICINITY MAP SCALE: 1" : Approximately 1500' North 1, ',NORK SHALL BE SUBJECT TO INSPECTION BY THE ALBERMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2, THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT T NECESSARILY SHAWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT, THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3, ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBERMARLE COUNTY SERVICE AUTHORITY ON JANUARY 20, 1983 AND AMENDED JULY 1, 1989. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5, THE CONTRACTOR SHALL BE RESPONSIBLE FOR FOR NOTIFYING " MISS UTILITY" (1-800-552-7001). 6, ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTER OF THE PIPE, THIS INCLUDES ALL FIRE "YDRANT LINES, SERVICE LATERALS AND WATERLINES, ETC, 7. 20' WIDE EASEMENTS, CENTERED ON THE PIPELINE AND APPURTENANCES SHALL BE DEDICATED TO THE ALBERMARLE COUNTY SERVICE AUTHORITY, EXCEPT WHERE THE LINE IS IN A PUBLIC ROAD RIGHT OF WAY OR AN ACCESS EASEMENT, IN WHICH CASE THE ACCESS EASMENT SHALL ALSO BE DEDICATED AS A UTILITY EASEMENT, 8. 3' MINIMUM SEPARATION REQUIRED BETWEEN WATER LINE AND STORM SEWER CULVERTS OR 6" SEPARATION WHEN WATERLINE IS INSULATED. USE 1/2" THICK THERMA-GEL PIPE INSULATION IN 3/4" SHEETS AS MANUFACTURED BY NORMACA INC. OR EQUALLY APPROVED BY THE ALBERMARLE COUNTY SERVICE AUTHORITY. INSULATION TO EXTEND BEYOND CENTERLINE OF CULVERT IN BOTH DIRECTIONS OR 5' BEYOND ENDS OF CULVERT WHEN PARALLEL, 9. TOUCH READ METERS ARE BEING USED BY THE ALBERMARLE COUNTY SERVICE AUTHORITY, TO ACCOMODATE THESE METERS, METER LIDS WILL REQUIRE A 1 3/4" HOLE TAPED INTO THE CENTER OF THE LID. BLIND TAPS OR PLUGS SHALL BE PROVIDED TO PREVENT DEBRIS FROM ENTERING THE BOX PRIOR TO METER INSTALLATION, 10. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES, 11. CERTIFICATION THAT 95% COMPACTION IS OBTAINED SHALL BE PROVIDED FOR ALL FILL AREAS UNDER WATER AND SEWER LINES AND APPURTENANCES, THIS CERTIFICATION SHALL BE SIGNED BY A PROFESSIONAL GEOLOGIST. THE CERTIFICATION SHALL STATE THE EXACT AREA THAT THE CERTIFICATION APPLIES TO, 12, VALVES ON DEADEND LINE SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. w. 1, PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN EXISTING PUBLIC RIGHT-OF-WAY INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT FOR SAID CONSTRUCTION SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (HEREAFTER ABBREVIATED V.D.Q.T.). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPENCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D.O.T. UNLESS OTHERWISE NOTED. 1 EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED, MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHEIVED. 5. PAVED OR RIP -R P A STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBERMARLE COUNTY DIRECTOR OF ENGINEERING, OR HIS DESIGNEE. IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL, 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION, 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III, 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). APPROVAL ML A DEPARTME %.OF PLANNING & C MUNITY DEVELOPMENT VIRGINIA DEPARTMENT OF HIGHWAYS NA DEPARTMENT OF ENGINEERING NA, DEPARTMENT OF ZONING tliiLaa ALBERMARLE COUNTY FIRE OFFICIAL SITE DATA LEGAL REFERENCE: TM, 60E (2) PARCEL 1 (PART OF) SOURCE OF TITLE: D,B. 1263 P. 668 OWNER: FARMINGTON COUNTRY CLUB 1 COUNTRY CLUB CIRCLE CHARLOTTESVILLE, VA 22901 ZONING: RA (ENTRANCE CORRIDOR OVERLAY DISTRICT) SWIM, GOLF, TENNIS, OR OTHER SIMILAR ATHLETIC FACILITY USE IS SUBJECT TO THE SUPPLEMENTARY REGULATIONS OF SECTION 5.1,16 SPECIAL USE PERMIT (SPIN 97-28) MAGISTERIAL DISTRICT: SAMUEL MILLER SOURCE OF TOPO & BOUNDARY SURVEY: LOUISA AERIAL SURVEYS INC. JAMES H, BELL, SURVEYOR THOMAS B. LINCOLN, LAND SURVEYOR, INC. DATUM: ASSUMED BENCHMARK: BM 1 IS A CHISLED SQUARE AT STEPS NEXT TO SOUTHEAST CORNER OF TENNIS COURTS. ELEVATION 649.13 BM 2 IS A CHISLED SQUARE AT THE TOP REAR OF THE CURB AT THE SOUTHEAST CORNER OF THE PRACTICE TEE PARKING LOT. ELEVATION 624.09 SETBACKS: FRONT SIDE BUILDING 25' 25' PARKING 20' 20' PROPOSED USE: THIS PROJECT INVOLVES THE REPLACEMENT OF EXISTING POOLS, AN ADDITION TO THE KITCHEN BUILDING, LOADING DOCK & THE ADDITION OF A HANDICAP ELEVATOR (SEE SHEET 4). NA VIRGINIA DEPARTMENT OF HEALTH A ALBERMARLE COUNTY SERVICE AUTHORITY N BUILDING OFFICIAL 15 TENNIS COURTS lig 2 SPACES/COURT = 30 SPACES 27 GOLF TEES fd 1 SPACE/ 2 TEES : 14 SPACES 8,600 SF RECREATION AREA 11 1 SPACE/ 125 SF = 69 SPACES 7,000 SF EATING ESTABLISHMENT rd 13 SPACES/ 1,000 SF = 91 SPACES 55 GUEST ROOMS (� 1 SPACE/ ROOM = 55 SPACES 3,900 SF OF BALLROOM FLOOR AREA lay 1 SPACE/ 75 SF = 52 SPACES TOTAL PARKING REQUIRED : 311 SPACES FRONT CIRCLE = 82 SPACES GOLF ROAD - 10 SPACES UPPER GOLF LOT = 20 SPACES LOWER GOLF LOT = 21 SPACES DRIVING RANGE LOT = 62 SPACES OUTDOOR TENNIS : 24 SPACES FITNESS CENTER : 2 PACES KITCHEN = 4 SPACES BOILER HOUSE = 4 SPACES OLD TAPROOM LOT = 47 SPACES UPPER EMPLOYEE LOT = 52 SPACES LOWER EMPLOYEE LOT : 46 SPACES INDOOR TENNIS LOT : 26 SPACES NEW GOLF MAINT. LOT : 18 SPACES OLD GOLF MAINT. LOT = 12 SPACES TOTAL (PARKING PROVIDED (PREDEVELOPMENT) = 430 SPACES THERE WILL BE NO CHANGES TO THE EXISTING PARKING, REAR NOTES 35' 20' 1. THIS SITE LIES WITHIN THE SOUTHFORK RiVANNA WATERSHED, 2. THIS SITE DOES NOT LIE WITHIN A 100 YEAR FLOODPLAIN. 3. THERE ARE 75 EMPLOYEES, 4, THE EXISTING MAIN CLUB BUILDINGS ARE CURRENTLY SPRINKLED AND ALL OF THE PROPOSED BUILDINGS AND ADDITIONS ARE TO BE SPRINKLED (GOLF STARTER HOUSE EXCLUDED), 5. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP WHICH EMITS 3000 OR MORE MAXIMUM LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM OUTDOOR LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREA ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF (1/2) FOOT CANDLE, 6. LOCATION AND DESIGN OF ANY PROPOSED SIGNS IS TO BE SUBMITTED SEPERATELY AND TREATED AS AN AMENDMENT TO THIS PLAN, 7. DO NOT SCALE THESE DRAWINGS. USE DIMENSIONS SHOWN ONLY, BRING ANY DISCREPENCIES TO THE ATTENTION OF THE ENGINEER. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL DIMENSIONS, 8, THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS SHOWN IN AN APPROXIMATE WAY ONLY. UTILITIES ARE LOCATED USING UTILITY COMPANY LOCATIONS AND FIELD VERIFICATION, THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES, VMDO Architects PC 116 Second Street NE Charlottesville, VA 22902 (434) 296-5684 (434) 296-4496 Ifaxl www.vmdo.com S � L 7 -HE COX COMPANY Planners Civil Engineer -o Land.5cope Archrtect5 220 Eaet High ,street Charlottesville V1rg1n1,a 22902 (804)295 701 DRAWING INDEX 1 EXISITING OVERALL SITE PLAN 2 KITCHEN FLOOR PLAN SKETCH 3 EXISTING POOL AND MAIN BUILDING 4 POOL AND MAIN BUILDING ADDITIONS 5 POOL MINOR SITE PLAN 6 POOL BATHHOUSE FLOOR PLAN SKETCH 7 PHOTOMETRIC PLAN 8 EROSION & SEDIMENT CONTROL PLAN 9 POOL E&S CONTROL NARRATIVE & DETAILS T1 00,07,02 REVISED 08,30.02 REVISED 09,9, 02 (--� OVERALL SITE PLAN QJ SCALE: 9" = 80'-0" VMD4 Architects PC 116 Second Street NE Charlottesville, VA 22902 (804) 296-5684 (804) 296-4496 [fax] www.vmdo.com drawn by checked by job number 877 job description FARMINGTON COUNTRY CLUB sheet name A al Ira la IL 19 :1 IWA 6in sheet number date TRASH COMP. TRASH CONTR.. STORAGE AREA rnnncp'Rvirp- 4 7 ION N 56 40 C �Il 84 85 86 87 133 134 I 133 134 1� 77 78 79 80 11s 64 65 76 75 74 68 69 70 71 72 73 67 — 115 66 �� 114 37 21 22 23 24 15 25 r ZE311 132 131 130 113 n 00 00 00 00 ruo--� 00 97 92 93 (94 109 95 ? ( 96 31 19 19 18 49 > z 0 to fy- U (n O uj 45 9 U o� a° ujuj Elf w � Q 28 s LIST OF FOOD SERVICE EQUIPMENT 1 WALK–IN FREEZER 71 CHAR BROILER 2 COMPRESSOR FOR ITEM #1 72 SPACER 3 SHELVING 73 RANGE W/ SAL. BROILER 4 WALK–IN REFRIGERATOR 74 REFRIGERATED MAKE–UP STAND 0 5 COMPRESSOR FOR ITEM #4 75 HOT FOOD STAND 6 SHELVING 76 REFRIGERATED MAKE–UP STAND -- 7 SINK STAND 77 DOUBLE S/S OVER SHELF 0 8 ICE BIN 78 S/S UTILITY STAND 9 ICE MACHINE 79 HEAT LAMPS 10 OFFICE EQUIPMENT 80 S/S UTILITY STAND 11 SHELVING 81 SHELVING 12 REFRIGERATOR 82 SHELVING 13 SHELVING 83 RACK CARTS 14 CARTS 84 S/S UTILITY STAND W/SINK 15 SHELVING 85 COFFEE BREWER 16 BUN/BREAD RACKS 86 ROLL WARMER 17 SHELVING 87 P.O.S. 18 UTILITY SINK 88 SPARE NUMBER 19 CAN RACK 89 SPARE NUMBER 20 SHELVING 90 FRYERS 21 EXHAUST HOOD 91 CONV. OVEN (2–DECK) 22 COMBI (2–DECK) 92 STEAMER 23 CONV. OVEN (2–DECK) 93 STEAMER 24 RANGE 94 RANGE 25 WALK–IN REFRIGERATOR 95 FRY SKILLET 26 18X26 RACKS 96 EXHAUST HOOD 27 S/S WORKTABLE 97 S/S WORKTABLE 28 COMPRESSOR FOR ITEM #25 98 SLICER 29 BAKERS TABLE 99 S/S WORKTABLE W/SINK 30 INGREDIENT BINS 100 S/S WORKTABLE 31 MIXER (5–QT.) 101 S/S WORKTABLE W/SINK 32 PROOF CABINET 102 FIRE PROTECTION SYSTEM 33 FREEZER 103 FOOD PROCESSOR 34 MIXER (30 QT.) 104 CONVEYOR TOASTER 35 HAND SINK 105 HAND SINK 36 FIRE PROTECTION SYSTEM 106 COOK N HOLD 37 POT SINK 107 COOK N HOLD 38 POT SHELVING 108 REFRIGERATOR 39 HAND SINK 109 FREEZER 40 WALK–IN REFRIGERATOR 110 S/S WORKTABLE W/HOT WELLS 41 RACK CARTS 111 DISH CARTS 42 SHELVING 112 S/S WORKTABLE 43 DISH CARTS 113 DISH CARTS 44 SHELVING 114 HAND SINK 45 COMPRESSOR FOR ITEM #40 115 HEATED PLATE CART 46 SHELVING 116 HEATED PLATE CART 47 18X26 RACKS 117 OFFICE EQUIPMENT 48 WALK–IN REFRIGERATOR 118 ICE BIN 49 COMPRESSOR FOR ITEM #48 119 ICE MACHINE 50 RACK CARTS 120 ICE MACHINE 51 SHELVING 121 ICE BIN 52 DISPOSAL 122 ICE MACHINE 53 SOILED DISHTABLE 123 S/S WORKTABLE 54 DISHWASHER 124 ICED TEA BREWER 55 CONDENSATE DUCT 125 ICED TEA BREWER 56 BOOSTER HEATER 126 S/S WORKTABLE W/ SINK 57 CLEAN DISHTABLE 127 COFFEE URN 58 FIRE PROTECTION SYSTEM 128 S/S WORKTABLE 59 FREEZER 129 HAND SINK 60 UTILITY STAND W/PREP SINK 130 S/S UTILITY STAND 61 REFRIGERATED BASE 131 P.O.S. 62 CONVEYOR TOASTER 132 P.O.S. 63 REFRIGERATED MAKE–UP STAND 133 RACK CARTS 64 DOUBLE S/S OVER SHELVES 134 SHELVING 65 S/S UTILITY STAND 135 REFRIGERATOR 66 HAND SINK 136 PRINTER 67 REFRIGERATOR 68 EXHAUST HOOD 69 FRYERS 70 RANGE W/GRIDDLE TOP PRELIMINARY CONCEPT PLAN A REV. 8-12-2002 FOODSERVICE FACILITIES REV. 6-1-2002 REV. 9-4-2001 ISSUED; �^t r r v 8/15/2001 'l.sARLO A 11�e���LLE, �TIRINI.A SCALE; 1/4"=1,_0" r� JOB No; ASSOCIATES, INC. 2617 KRLTSE--LALLY®ROL>F'RS SHEET No; F®OD SERVICE PLANNING & DESIGN 4739 DELHI RD. 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I - ... -1 , 11 I �� 11 11 - - 11, ,I - I- '.., . 1� � . ; � I A. - - I , , 11 � o - � I . � ? �, , T , , I " �, - ----------------11 - , . ., ", , I � - � 1- , � I � . �� I I I I I .� -111, I - . . . . . . . 1. ,11� - I 11- , .... - 1. , �� ,11 I ". �, - -, I �-`�,�., I 1: J� --- ��-.-�. - ,� ,,, -� , . - � . �- i'll, � ������ 11.11 I � I I --���� I -��� I =--, - ,- � , - - � - -, - �- - , , -, � I - , � -- - �� , -� � � I I --� � I i , I I - �, � -, �- -.,- I . - -, I 1. , - , - 11 I - , - - I - - -, ,.: � -- �� �� 1.1 ----L�-- - - - Ah, EXISTING POOL AND MAIN BUILDING Q--,) SCALE: V = 40!-G" ME#] VMDO Architects PC 1 1 6 Second Street NE Charlottesville, VA 22902 (804) 296-5684 (804) 296-4-496 [fax] www.vmdo.com drawn by checked by job number 877 job descAption FARMINGTON CLUB -- - sheet name EXISTING POOL AND MAIN BUILDING 0 10 20 40 80 120 SCALE: V = 4V-0" sheet number - 11 �-,, , 0 C I - I - . �- - � - c� �-, !- C date V �, - 6.07.02 1 1 . - 1. - ( I 7 -� " 12-D to - 6 tA -62- - .- . - . I . I r_-� POOL AND MAIN BUILDING ���•__l_/ SCALE: 1" = 20'-0" on T ■ ■ 0 VMDO Architects PC 116 Second Street NE Charlottesville, VA 22902 (804) 296-5684 (804) 296-4496 [fax] www.vmdo.com drawn by checked by job number 877 job description FARMINGTON COUNTRY CLUB sheet name POOL '.•; i_ MAIN BUILDING ADDITIONS 0 5 10 20 40 SO SCALE: 1" = 20'-0" sheet number r date = 6.07.02 U C 9-D 0.O°-. f V \ 4 FF % 1tVl C;1 Wi „. TW ii V i"r dry k� 649,6_i Site Plan Notes: 653A7# 9,.f g ) B. Lincoln Land Surveyor, Inc.,Inc. dated November 21, 2000. `� "I't_i_. 6,52 41 ,51,39 Survey provided by Thomasy raj \ IVa ��`FJ'w=3. k �� r V'+i s r3 al `\ �j tf M ` 2. See pool plans provided by Siska Aurand for additional details and dimensions. yy N l , 1 s:VV t Ii ( 3. Maximum hei ht of ro osed structures is not to exceed 32 feet. r K ��.�. ) i e��L652, 7 0 t , �vs , ��e 12 � i �/ 4. Each outdoor luminaire equipped with a lamp which emits 3000 or more maximum lumens will be a full �, i V 652-.07 1 i y- 64 3 4 tf � ( � , B fi- J,: , ` cutoff luminaire and shall be arranged or shielded to reflect light away from adjoining residential districts and ' 651 a4 r No outdoor luminaires that emit 3000 or more lumens are tanned with this project. ' ( v ti 1 �`# i �_ 3C " CAz� 1 �1 7 652 6. f: V . zr , away from adjacent roads. p p j Y , , ? 552,4L{ 1. f ,f'y 't' °,-` J { ( jr' rj / ,n ,r !' Y p jj fy PL,L ItiT 'g�B lft` /+T,i / i �° ` �,,�s� �� ` ° �� '� �` ° ` = O } A VVt� 5. The spillover of lighting from outdoor luminaires onto public roads and property in residential or rural area 8 P 0 p d�-5 > ..art _ V _'' Tr� `r , - /'f�` ' zoning districts shall snot exceed one (1/2) foot candle. Caw .'^J C. 1 "%.0.' a.�-}fj P`'t / P,' L A N i•`.i { 65 b3.i;- •r �; - V '/ t i /` i f ti. r ' k "' ,> '. �'I f 1#�t a 649.41,- WV 1"4 65132 m V?%)! �{y t 3.16 } �C) � 6" LP �, �'? _!..-----"'w.. 1 1 y C1€S S r! 1AbI f E f,t-.-..-.,......., ...^^`.`.- . € fi# a u• W 6' tx.21 . I L.J: 4CW .6a6 48 87 f. 2 4 iJAP 635,0lV }"ib�#°ss: _t ITYPi Tl i .''" �+ ., J'`-'i'bEi,91 ,E4p '°C 7 s't'd• `iv' i -ii,;.. / it r ) p„ 6. ` ="/l F S T 6,16.6x 1 _.,� .'13 Vet IS 26dAt ^^y 1i # � - t .64 r 47:35sJ f '. 1 _ r' * �jF r' j' 634.72 6 f 1' } 1 6 `f , f �,,,.,.....'2 .✓6; �� ``°.� < � i? j ,� r' ,t s 1 ,� t ;:�,_ #-, t 3t" f6' 3 1, 17 , ' Vk V t I I J POST f; 8C a �f 'r 6,-.t ,li f` S r } � j 1 rf % � #332.8 Eq V4 1(T y tri Er "f i 'PINECOV� y 4� ��fir .,/ y _ u� ° ti< i " .. ` 3 654/_�� y �?4° HC>L 637,�S7) 44,79 / i i t,14tS / 645,92 # 644.95 t ii W bAd.7�,._. __ r •` ' 1 I' i ! l # t r' J^i..641.72 � } +�� .&� � �`� W 64750 f 642.9 � �� 1 P / f t r` j { - ki 645 ba Vl b4l.72 - r VV 644 X VNIi t r rW 647.50 c>.3>. 1 641 72 ,._ I W 645 32 r; 4:F B.W. 642.39 TO 6 ,98 D.I.63930 f 1 `, `o 1 -r: _� �~Existing Light (typ} f )�} �646,8,6 r�,C _-��` � � � -``�,. , 1 i Ez. t a T W t W MC 2 ♦ .W. 639 2 B 3.0 6 /! 1. � �/ . 3 9. � � NEL,DXERifl , % 98 .:'Al<' Ya ✓ � r �: o`Q THREE TS 64 09 6 4 3, ?J 638 36-¢ + 7 THRESH Ifs FF Cit I i RlC1K. 646.4 +x(`A Olt S 640,.4 C0VEi Ts> POOL MINOR SITE PLAN SCALE: 1" = 20'-0" TOP THIRESI 64`.5,91 i 6 64 Lr l tii r 4s �' 637.9: f M. Proposed Light l�'� Yi 641.72 ♦ - i�' f u w 6 ` 1 �' u ` iv # S TW -6650 _ r# '' 63V3 .64 i , i It J/ft . .60 i .._.,._ -i - b [. .t r (T D.) �y 63972 _ I (jBC D.I. i.4 ¢ �� BJ"L 639 W b4a0 B� b3E+b7 7,97 1'3 36.4 �� 1 ` m._ $ ) . M.6. 0 TA [ i z 4 N � f c f I 1 BW 638. K b38b7 f. -�_� > i3N188 i l 63968 i 3 ) F i 639. T,W. 649.0 .W. 645.0 6-3 �5 t - - - - - DJ. 638 34 4 3 \ 69, BW638.G.'6'34 omTG.83T52 , 1�4.. % TG 63795 a 11 112.88 ft 00 LO v✓ e w - s�°I ✓ a•=ats 1 Y V; i I c a! 1 s'.G.. 6 D.i. .39.64 W. 640 ? - n 633,12 63972 'tv.l. b D.i. 63772 639.72 6gq 80DECK t ; ` EX BRlGK PL iNTkt - � 115_ _1 -I' S i �1 637.88 i S i"i: R , IS , •�N BUILDING TOR SHALL 7i � r I' T W 639.0 ! i Tv, S ;; ' GRAVEL WAL E?G DRAIN TO Ri3+'IAiN-` RH^IORK EXI8TIN6 ST�a � g� �'��'`� � B 92" �. F�tG DRAIN r . . ' � 6�• .-----�-�----`-'-� ITO NEW ORADES AS SHOWN w vmr-y. MATGtf SLOM WALL GOMIN6- c Et>:Uif'M1ENT ROOM BE IXTeWN W IN Tl* _�-- BENChI MIA'RX Imo` 11-11SLIE-D SQUARE lN_, ��; " AUK, ELEVATION MELD THRESH Rm �f � ! �1 i ! f C��a.3i 863382 {} �:.Lt i8 AT .f Cf a t F f RA,\ TI(� 3 i,� i E% ,'A'nr;1L`34� i_.. 1- €_LF,m � i ,C)P� 624,09 .��aV'�.� 29 p�i-j , � .3. 13 .�` � ,_ 4 � E "tea; tt i" UNDERGROUND L l - F, 81'33.�t£ C:0N0. VNIIA' K VALVE � >'�2 3� a � k, w N t :� -1 _ . T }- E_- -�} ti_... i i C,<' : Com' � _,✓. d.. i i�d �.� ,� ii ._ � � a t a r{ v �.1 { �.W UTILITIES �.. , i ;,...`..,`� 4`a . , �.�.�_............... ._. �._ a;�1 VIIrQl1'i 1N APPROXROATE WAY ONLY- UTILITIES AF„_ q ^f u� , [vi: �,, „ r € ..7ti is x \ R 0 USING UTILITY ,_ i tCOMPANY IN A i ,._r r, L u't,, h s 1_ ....) 5 .,�� :..'� C,' ,.. 5 a �"." �_ E� `!,�?..mr _ ..w, .....6:.i � / Z,_� �_' � _.� "�`� 1.:F.�z _._ �a-,'':'7:�""��. VERIFICATION. THE OONTRACTOR -i.iLL DETERMINE i E_ zV1f !E 'TI c EXACT _ _ .__ __ LOCATION ATION F Ai<L EXISTING UTILITIES BEE*. ORE CON -I ENU-INC; t'�OtRK. � - ;URB ' Vi 1�Li. �C)i_+ � � ' ry *, "� ^-µ c FULLY i i r•. ry � �^ �- �....1 G" ANY ;rti'-� .= r' �_� C !' } ` �-' �I� s ; ,%� H'E Flt,_-, EE .. �T. �.. 1_!'E FE��.iL RESPONSIBLE R ANY' AND ALL �:?��' A�,. ES � i.,.- ;.. 62a",9 i ^„ •ter- ^�^, -.,r - 629.`. 9 �6305 1,4 3i? i s "y G.637b7ali _ -i f R- TL. 638 bE+ G. 638.17 - A 638 Q) Q) c W 6445 F3 ) t_ -- € Da. 6380 638 47 W 630i 8•' l�. A 638.18 0"° ✓s. 6.37.i� WS WSi^t r �64r�xs' Gas line to be relocated' j P,y� 63868 I (� A La b 7 4i .1 y p + �Tr�64� lCap existipg-waiferline r W<1 ( j' `W 34 T.W. 635241 a VV -%x}.68 4E! BW C) 630,52 ' CJ v,.t 3 fes- WALLf } ,.LS S P 5`. -ti. � L i i PARKING t4 630.1.20 ii -- _1.6322 i3 - 1{ WHICH Iv1 UHT __ C,OC- ,SION D by Hin t ,AII__i IRE_ ��:ry EXA,_rT l ACL. .�� > AND PR ES'ERVEµ �N;` AND ALL I1.iC}C iRt rtCt_�NC) iJTil i i<tE' � vvv" } 1 .6 Ea F_ i;~ Ls;= LJ ; -•-- -^^ .. ..-,.,. ._._. ._._ ._... _...._ ._,_ ..,..... ..__. �.. _<- _�'. 629,45 STONE WALL � � (x` � .,y � �.�s". � � � �.._} c , v }vt. ��,1t,_,�,Y✓1,..�1u/'� ...�✓, '_ �. OST T . PJ 032 F` 3� } i J y 87--", � _ f a _3 ; T#Jf h ('rl=i OC =OIL ;;i jASPHALT rr i .7d1loom _9,i calf.: I:_LA I EiR - :i9�+r i T i .. �{ iF-A % 1 �i`.� LINE 1 } E3 lJ : L,r = ml j 330.3.1 BS - BOTTOM OF 'STEPS OI 1 _ OVERHEAD TELEPHONE LINE .} 1628-3,67 +6'2 �3.{ � 1'H � . ( % � a � _ - E` f S aV` _ ( I ` #;i ( l WALL fly"i , 6f .. 1 V?L P, ?1 _.1,, CArii_ E LINE � r�>�� � � i" INAAP I �) ,''i V�•d' Ls - i1 VF! 0117 ii f ,. a ^ Vf1' �' s=7 POLE _ pt, .. i 6 29, 53 `t"' I. �, _... �`_ h 5 i), f,1 ., o CA - F txti,=i=`'lE .f<I L -ICra _._ _-. J C 93 x 41' #„ i CED - C i ; B A 2 T'LE c `, i ,�' _ `.� /'-'y N I i_ A r;''s` S s L'4� E R M A �; H t.3 L E _- --- � �` 6 2 7,6 9 r., tee- T I.? R -E �; � 0q.H _ 11 CHR - CHERRY Y rt � � � � � t 43# CURB � .P H L� /g � 2�, � i � 1it �1 p at T fk Edi f r i �,. i Ciy `t _ `" tr �A� CMI _ CSP PE IVIYR � # E TS _ TOP OF STEPS ''.`� ':fJv ;r �. a r;• � rr� 627.92 C,�.:..83 86 C I'iA € ;= `_-•,�_... �; i+ i ,..,�.I.1,`L t.) ,�,,t•-'' `_" . y `'�i I /'' -r- CA �✓ - CLEAN OUT i I" 1" t i DW DOGV' OOD i ;k E ��GE Lsi"vD RG C%L NUS ELECTRIC LIN f','..'.; ,53 � l , l �t�F ° . _ T (,A El ' C� ('V I {' yk_�`'t_7 4 _5 f j�}I�,,,? .�,C.,;" _)�,{5, i'` ""3 f=t:r� -yyI€- it t 6`��a7 73 % �. 628? c?�,�a..F G� '�.0-1, � ES'v' �'L`.'.. (.y.. [.» ECTRIC }. 1(l.✓ l t.._ B 3 S'i �.+ ir-.`+ k - ji�4i j 1 ..i i, - .J N D � (E ... j�f ���a`� S .m LINE � r / f F INI 5,-= FLOOR U ( _ LI£ IDER alil�C.'I' D 4� I't`�'r' -SI�z!_ {iii � � � - 29, .'�J � '629 FH ' h Y I -ANT VvM WATER METER y Cri �-, t '- �; _ 1`',7 ;l! �" �'�'s"i '�. '•. ' �` VG. i"€, i`1 �,„.,.,,........- i6✓ `� i..:7 i }V1 F`) n I j _,I�. .. .�At ".I V WATER, Er SPRINKLER 1 r p C " 91 n . 6 ; � I Ci - HOLLY s f R _� V,'V V _ WATER VALVE E � � � � �FF STORY): a� �.. 15 � � i t r � i 628' 6 ) i - L, f yy'��--1� ]] 1, (" `�., i-"1 i' y^) g f ' r�..` 3-^; 2 )i, i ( l✓ ,`7 2 ,1 . .3 Aid i.,.' �= Y3"''. }t t / ',` F �� �' 1 1 , ..ry � 'y L'kl '� ARD � 1Y RANT ,� 'Y. � 11S'�tY '� f'° ( -g �.. ✓'� I 1 �,,,,,..-^ 1 E,tr �J STORY 7 ( ! 1 n ft 29 r ! 7.d. C AI 627.76 i. STONE ;BIND � ) iP, - MAGNOLIA , 'iE'E6 u,0 - SPOT ELEVATION >;3 C �L} r, ;Ei- I 1\AP - MAPLE TREE w ?�. - �� FRAME i - _, j t Cv.1 VU:x is _ \, avy c a� ! �3Liil�N„ 4V3b - MAILBOX ._ __� �-- ` i t -629,0 }. f �C �) ROCKC� .:3L t THRESH IIIA MANHOLE + V' v/626.3 3 1 6,?i.6 �� r }62.4i8> t. �C�A 6 1 i i 6:?€a.34 ) V As_L rr� j630.08 62 .64 1 (f � } 3' 'SAP ."",tr' � i 1 I a,."./; 6, a?. 5,, Dz �.i'£ 'j '' �' tit J g r '� l+ \ 1/i� � t" ATE •:'. �J.2 C3 `, t 6 '#"i. __-,- l .._-" m1,3 aa- ;"• `F -"IMI >2v,CT t 41 3 -' ''' i0,'` "1 ,111 THRESH r TO ! TC 629.1 u " ��3.40 '� t 1 P t ....�-- "' �� `� F 1 ' 1 9 "s V t 't e H R E S �+ kZG, e _ - R APPi*S x. TO � ; t ti� e b28,52 _ 3 ?� f si'EIF L I' __.-.-1 9 L{?C�'tlC i is 7.,..3'7 t >;A;3 r 6 far` ;.f`. t r 26.7 T ■ D O VMD© Architects PC 116 Second Street NE Charlottesville, VA 22902 (804) 296-5684 (804) 296-4496 (fax) www.vmdo,com drawn by checked by job number 877 job description FARMINGTON COUNTRY __UB FRANK D. COX, JP..:r 7719 /{ J q[ 4 .Lf`W THF COX COMPANY Plannere Civil Fn9 ineere Landscape Architecto 220 E,aet Nigh 5treet Charlottesville lVirgrnla 22902 (004)295 701 sheet name POOL MINOR SITE PLAN 0 5 10 20 40 60 SCALE: 1"=20'-0" sheet number date 9,09,02 t�D 1b • 6-0ff 1 18 1 0 'co O 4'-0" 4" ; -- --- ----- e --�—' 1 \ \DE 09, � n O i \ ! / 09 A1.2 A2.2 DP 01 / \ I SI o \ 1 \ r \ i I � I \ ! i I \ ! 1 1 ----'}---------- 8`-0" 10 1.2 P PLAN- WEST PERGOLA SCALE: 1/4" =1'-0" ELECTRICAL LEGEND LIGHTINGIPOWER NOTES/LEGEND DUPLEX RECEPTACLE EXT. GFI DUPLEX RECEPTACLE 100 WATT PORCELAIN LIGHT BASE 100 WATT MTL LIGHT BASE W/ 2 WIRE CAGE & GLASS GLOBE GFI GROUND FAULT INTERPRETER V TELECOM OUTLET V DATA/MEDIA OUTLET FIXTURE TYPES A COMPACT FLOURESCENT DOWNLIGHT "LIGHTOLLER" 8021 WHW, 26W, ELECTRONIC BALLAST B. WET;OCATION COMPACT FLOURESCENT DOWNLIGHT, "LIGHTOLLER" 8096 DWHW, (2)18W, ELECTRONIC BALLAST C. SURFACE MOVING VANITY LIGHT (SEE ELEV. DETAIL) D. CEILING FANLIGHT, "HUNTER" 42" 2T-5" O REFLECTED CEILING/ELECTRICAL PLAN- BUILDING SCALE: 1/4" = V-0" PLAN KEYNOTES ® WOOD POST (SEE DP01) 02 2" X 10" BEAM MEMBERS ® 2" X 6" TOP TRELLIS MEMBERS ® 16" X 16" BRICK PIER (SEE DP02) [5] SIGN -IN DESK (N.I.C.) © TOWEL BASKET/HAMPER (N.I.C.) i ® CABLE CROSS BRACING ® SLATE ROOF ® FLOOR DRAIN - SLOPE CONCRETE FLOOR TO DRAINS 10 SLAT BENCH (SEE DI 03) 11 DIAPER CHANGING STATION 12 HONED SLATE THRESHOLD 13 LAVATORY, KOHLER K-2196-1 W/ DELTA N544-WFMPU FAUCET 14 TOILET, KOHLER K-3422 15 HOOKS, (6) TOTAL @ 8" O.C. PROVIDE HORIZ. BLOCKING @ 6-8" A.F.F. 16 GRAB BAR SET ST. STL.,1 1/2" DIA., HEAVY DUTY 17 STONE VENEER RETAINING WALL 1 g LOW BRICK WALL TO CONCEAL PULL BOX 19 SEE POOL DWGS. FOR EQUIP. ® 1/2" GYP. BD. 21 BEAD BD. CLG. []2 MOISTURE RESISTANT GYP. BD. ® FABRIC CANOPY ROOF 0 I /x\ I ----'}---------- 8`-0" 10 1.2 P PLAN- WEST PERGOLA SCALE: 1/4" =1'-0" ELECTRICAL LEGEND LIGHTINGIPOWER NOTES/LEGEND DUPLEX RECEPTACLE EXT. GFI DUPLEX RECEPTACLE 100 WATT PORCELAIN LIGHT BASE 100 WATT MTL LIGHT BASE W/ 2 WIRE CAGE & GLASS GLOBE GFI GROUND FAULT INTERPRETER V TELECOM OUTLET V DATA/MEDIA OUTLET FIXTURE TYPES A COMPACT FLOURESCENT DOWNLIGHT "LIGHTOLLER" 8021 WHW, 26W, ELECTRONIC BALLAST B. WET;OCATION COMPACT FLOURESCENT DOWNLIGHT, "LIGHTOLLER" 8096 DWHW, (2)18W, ELECTRONIC BALLAST C. SURFACE MOVING VANITY LIGHT (SEE ELEV. DETAIL) D. CEILING FANLIGHT, "HUNTER" 42" 2T-5" O REFLECTED CEILING/ELECTRICAL PLAN- BUILDING SCALE: 1/4" = V-0" PLAN KEYNOTES ® WOOD POST (SEE DP01) 02 2" X 10" BEAM MEMBERS ® 2" X 6" TOP TRELLIS MEMBERS ® 16" X 16" BRICK PIER (SEE DP02) [5] SIGN -IN DESK (N.I.C.) © TOWEL BASKET/HAMPER (N.I.C.) i ® CABLE CROSS BRACING ® SLATE ROOF ® FLOOR DRAIN - SLOPE CONCRETE FLOOR TO DRAINS 10 SLAT BENCH (SEE DI 03) 11 DIAPER CHANGING STATION 12 HONED SLATE THRESHOLD 13 LAVATORY, KOHLER K-2196-1 W/ DELTA N544-WFMPU FAUCET 14 TOILET, KOHLER K-3422 15 HOOKS, (6) TOTAL @ 8" O.C. PROVIDE HORIZ. BLOCKING @ 6-8" A.F.F. 16 GRAB BAR SET ST. STL.,1 1/2" DIA., HEAVY DUTY 17 STONE VENEER RETAINING WALL 1 g LOW BRICK WALL TO CONCEAL PULL BOX 19 SEE POOL DWGS. FOR EQUIP. ® 1/2" GYP. BD. 21 BEAD BD. CLG. []2 MOISTURE RESISTANT GYP. BD. ® FABRIC CANOPY ROOF PLAN -ROOF PERGOLA, SCALE: 1/4" =1'-0" RELOCATE EXISTG FREEZER COMPRESSOR TO ROOF REMOVE DURING CONST., & REINSTALL UPON POOL COMPLETION, EXIST'G SNACK BAR COMPRESSING UNIT PROVIDE ONE DUPLEX RECEPTACLE AND ONE 100 -WATT PORCELAIN BASE LIGHT FIXTURE WITIH WIRE GUARD. EXISTING TELEPHONE OUTLET TO REMAIN FILL IN FLOOR WI GRAVEL & CONC. SLAB, MATCH LIPPEER ELEVATION. REMOVE EXISTING INTERIOR STEP. REMOVE EXIST'G ROOF'G & STRUCTURE. PROVIDE NEW WOOD ROOF STRUCTURE, W/ SUPPORTS & CURBS FOR ROOF TOP EQUIP., & NEW MEMBRANE ROOF. REWORK STAIRS AND WALLS TO MATCH NEW TERRACE ELEVATION. CUSTOM -SIZED WOOD BOARD & BATTEN DOOR WITH STAINLESS STEEL OR BRONZE DOOR HARDWARE. AWNING. (2) PART ALUMINUM FRAMEWORK STRUCTURE„ ATTACHED TO PERGOLAS WITH METAL CLIPS & ANGLES. AWNING COVERING SHALL BE VhYL-COATED COTTON WITH GROMMETS, LACED TO FRAMEWORK. SEE SISKA AIURAND DRAWINGS FOR CONFIGURAIrION/DESIGN OF ORNAMENTAL GATES. 16 A1.2 A2.1 mukir rLMI'4- ccv 0 M i rcrsVvLJ6X SCALE: 114" =1'-0" ro_,'�� A1.2 A1.1 )2 02 A1.2 A2.2 16 A1.2 A2.1 GENERAL NOTES 1. PLAN DIMENSIONS ARE TO CENTERLINES OF STRUCTURAL MEMBERS OR FACE OF SHEATHING OR GYP. BD. AT FRAMED WALLS, AS INDICATED. 2. DESIGN PLUMGING TO ALLOW FOR OFF-SEASON DRAIN DOWN. FINISH NOTES 1. WALLS: 1/2' GYP. BD. 2. BASE: SEE DI 02 3. WINDOW & DOOR TRIM: SEE DI 02. 4. CEILINGS: 1/2"GYP. BD. 5. FLOORS: ROOM 101- STAINED CONCRETE ROOM 102 & 103- THINSET TILE IMPERVA BY SUMMITVILLE TILE TO BE: W/ 700 SERIES SANDED GROUT (COLOR 909 FROST WHITE) 8 X 8 W. DIAGONAL INSET 2 X 2 ACCENT TILES AT CORNERS. ACCENT TILES: ALTERNATE IM 80 MASON BLUE AND IM 56 FOREST GREEN ROOM 104 & 105- SEALED CONCRETE. VMDO T N 0 0 VMDO Architects PC 116 Second Street NE Charlottesville, VA 22902 (434) 296-5684 (434) 296-4496 [fax] www.vmdo.com drawn by checked by mile] job number 00877 job description 0 POOL IMPROVEMENTS sheet name ARCHITECTURAL PLANS / RCP LIGHTING PLAN 0 6 1 2 4 8 16 SCALE: 1/4" =1'-0" sheet number at 07.26.02 REVISED 08 .30.02 L, 9, A 0 q 0 o 4.649.2;4 BW r\ 652A! W I im W MR3 04 653,2 ,3 TO pums BC 11 l A '_ 7 + TS� B 'T 44 ThN 652,44 4- X,� - - W 50, TW X 19,70 ' 49,32 I X. + VI 18 HOL 'Q, TW 653�34 TVV $5146 d``'am 1 0 64-7,39 \X FA 64&4! os 6�6,89 Ce a4/WD 24" C -E-6 '406 - b '4 4 7, 3r5 + 64 6,4,1k 4 4` PiNE Z" 645,92 64186 4, �3, g +644-67 i 0: 6 KXq D 7 t4� 13 13 0 TS! r7 0 C I L 0.9 f F TW 1 1 '1 a . 0 L5 21 1 11 .0 olli� I es aw R a, 64!5,86 6A4 4 -L-13_ 7 4 A 4 0, 5 10,4 0.4 T H RE S TW T V14 1+ 6"Op, , i -- 1-%ida �L � Wo, ,348.47 _ V 647,6,1 646,58 * E 10 0 3 �19 9 17 0. 3 102 F t_ �Ili 1 3 2 i. 1i Ull A U. 0,4 0,&39. 2 1 0,91 0A 1110,4 1,3 0, ill Q'i 0 1 10A ft I 0 -4110 O'l 0 0,6 0,4 0#3 it 1 C(t El -1-u- _4LM 0 0 04 io 0 4 i U w 1,6 11 !10 1,LOQ z F F T S -4 11 1 i 11 Q It lu LN t 0 U I� I E3 0 b,h14'14-�IV5 1 0 '0 I 1 -11 14 1.4 U.11 A 1,101 10 Al- I I H A --- 14-4 -F- al, 0 ?iOi£ lip -D 0 In L&� i CIA lil�l I A \H", VlJ U, U14 V Ou i tori U y; "P, yi,C:2 V1 U'li JJ � 16 _7 3 oil q 0 0 1 1 13 -1 0"11❑ U 0 0 1 011 T T-1 + _J. 0 0 0,1 16A 0 544� U111 010 A 0 Plan Notes: '��1544,96 Survey provided by 'Thomas B. Lincoln Land Surveyor, Inc., dated November 21, 2000. 2. See pool plans provided by Siska Aurand for additional details and dimensions. 12' 8XWn, 642,4? 3. Maximum height of (proposed structures is not to. exceed 18 feet. } }� # t }' 4. No outdoor luminairies equipped with lamps emitting 3000 or more maximum lumens are planned for this +644,4 project. 0 Al, < 4 2 a, 19XWD5, The spillover of lighting from outdoor luminaires onto public roads and property in residential ©r rural area 0646 1 Z% zoning districts shall not exceed one-half (1/2) foot candle. 6. Photometrics provided by others. ......... 642, "_338,21 24" MAP 839.49 26' t0AG 640,59 fr /631. 2 4 S L'R 7 2 MAG 49 Al 63M3 22 641 2 Ed h 4" 'HOL 0 f + -4, + 64221,95 G TO 41,63 SC 639 �43 641 21 28" OAK 'p 6, f , 6 3 44, A- TO 137,36-3 7 1P 83:3,64 10,16 1 Light (typ) TO 34 3t + 638A9 V, _P_ - BO 10.3 637,97 ----- ---- Light levels below 0.1 footcandle + 634.42 TO' !0" 11 0. 0:'S S,7, 10, 3 Z;ov y 532.28 B c- -ro fmm" 0 0� 634,76, 02 0, 1 ol �11 t4- 7 P U )!U + 1A 9?!Ivl Fol U, uu�l A: Ul 10 10 0 13 0 0 0 01 Oil 0.2 0,31 Lo 1 0A q, A Ja J" a U'l ull U'l U.,J1r-VT ID 41 _J1 0___T_J 0 0 7 0,7 M 0 0 0.1 0 ill li Wim 0 L 0 6 0 671 Li L CALK V BW a W H TIES IS 0 33,27 NOTE: T F_�,_�,TION OF EMSTIN(3, UNDERGROUND U -Ni -I S�!CIV,trq-,N AN APPR.OXIMATE WAY ONILY, UTILITIES ARE 10, C'm i.b(_-AT ED USING U TiUTY COMPANY LOCAT IONS AND FIELD cn CONTRACTOR SHALL DETERMINP THIE E X A 0 T . . . . . . . . . . . T Hi N1_1_77' GZi T2 VERIFICATION. Wk, i 6CATION 01F_ ALL EX.ISTING UTILITIES SEFOPE cotivI.M.,EN,011-Z WORK. L BE FULLY RESPONS'IBLE FOR ANY E AGREES To AND ALL D A AG G E S WHiCH MIGHT BE 00CA&ONED BY HIS FAR -URE TO EXACOTL',( LC)CATE AiNID PRESERVE ANY AND ALL UNDERGROUND UTHLITIE-S, 629,67 R_ W 629.45 + +6283 62&34 36 E51 R 627,56 8209.16 T'0 + 6 3 627,73 627,27 L 6`20 BW 80 626.62 626,51 9_ W 626,08 if 0 Sir,,34 3' 14/1 A P Vo IL TO - TO 2 62 6,2s 62 TC 4 11 A,11 $007 §T - 632,0i C + 633; N DAK U, 528,65 qi j- id2 Z + J ---------- BW CD 630�20 630- + 4,628,r VIK 9F V X, A ELM] 62)9,4 31 N MAP 953 In -si + + "x: 51 DW 20" CA 629,5 64 LL DO: 4 Q` ELM - 6�IW 62711 628.6V zO 3 iNJbte; Mv?,7 provid-ed py oviere, pma - 7-9 + 6 2 999, 0 6 626,63 629 5 628A4 30" T'N "h M r DO T 0 D 0 VMDO Architects PC 116 Second Street NE Charlottesville, VA 22902 (8 04) 296-5684 (804) 296-4496 (fax) www.vmdo.com drawn by checked by job number 877 job description FARMINGTON COUNTRY CLUB rHE COX COMPANY PlRnivro Owl Englneer.-, Landscape Architecto 220 East High Street Charlottesville Virglnia 22" (004)295 701 sheet name PHOTOMETRIC PLAN I Scale: V=20 FT sheet number date 10,2.02 VVII r /(TYPJ 4 E._5 rj i I JW L +649,64 E&S Plan Notes: 6611 $44,96 TO a W 651,94 BC 1. All entrances except for the approved construction entrance shall be blocked in such a manner to prevent 652. 41 W 661.39 unauthorized access to the site. 6 3,04 863,23 1 1 WS T 012, 65Z65 8 X 1111) D 642.43 2. At the construction entrance, a minimum water tap of 1 must be �installed with a minimum 1 ballcock r, EkS 6 3,11, 650772 shutoff valve supplying a wash hose with a diameter of 1 1/2" for adequate constant pressure. Wash water A ++I; + nr4irn nf All sediment shall be Main Clubhouse Entrance W A LK must lUbL U1 dil" away III V" 1 the entrance to Ct" approve OW "V area V 1 C711 1VV U 0 W S F, TO + 651,12 prevented from entering storm drains, ditches or watercourses. %+644,74 662,07 JV 651,54 W S, 3 O'z (_6 A K r WS 3. Silt fence barriers shall be checked regularly for undermining or deterioration of the fabric and repaired as F-21 C'!, 6 4 8,; 5 4 66Z5,�- . 2 4 (3 652,44 h -It- - - --A, vv A I PLANTER B\N T C D required. Sediment o. all be removed when the level of sediment deposition reaches half way to the top of the 71,�_ 8' axw 0,68" 64�30 WS W V 646,6p barrier. 649Z2 W S TW 5%3 td. 52,667 (I y P1 PLAN 88 6,66 call be checked regularly to see that a good stand is maintained. Areas shall be 11 \ �\ 4. All seeded areas - - - - - - - - - - - 649,41�- - 67.06 H fertilized and reseed -d as needed. 18° CL.', WS 7W 6 5 3 '334 PLANTER TW Ell 66116�, ME OCK WALL M 5. The acceptance of approval implies that the applicant has agreed to use the materials as indicated on the + 64P 03 /641, 05 - A FF 5,90 PLANNER '64 GM 646,68 W1, Erosion Control Plan. Any change in the approved design or materials will require an amendment to the plan + .67 --' M, WS and must be reviewed and approved by the County of Albemarle Engineering Department. W11 (TYP.) ? LP A, q46,13 C,) Vvi S '16" MAG 640.69 42" OA?, L9 + 24" CE6 646.04 647Z "I __ I 1 63432 8"4,87 24 SPR% WV 24" MAC; /631,17 BQ W v PQS644W S 643A9 63Z63 �Wv A - WV + ,30 41 646, vvs 4 -k I WC 4 4"' 11INE Y 643,22 1 1 p COVERED 5 4` 0 A K 64 98\,24,.637,871 PORCH -3 H 00 L S( 40,79 S 4,645,92 e +630. isturbanc 64195 ",J LIP, ZZ Limits of D '7 + + 6�9,15 8, AG J �q 14 , Z I 7'.. SA + 1 \S ! /€ .57 64 TO 2, 645,98 42,92 64 7- (34 6 7, 1 _774♦ ew Wal Eencin 64132/i t} vv's 28" OAK v IV S 49 637,98 L P, TS 64 09 W 1) 1- 0 634A8 TO 48.78 + L P '36 \IVS -44� ____±_637., 633,96 - 64 1 48W 643,16�- 1645,86 BS ff + 633,64 638.36' 4* T9R5 TW TW To + W'' 648A 647.68 65 4 6.V 3% 638.19 1 TY P.) A 38.48 637,97 THIRESH 4 .61 60 + 4 63614 + 636,90 + 834.42 639,82 X24 + 63 .9 638,7 > 632,28 BW I JBS 'AF 11 R BO Wft " TO MEW ft" SAF 631,98 FF 01'. -4 633,33 BRiCK, 01 4774 0 + 646,4i G R A -'E-"-'- 63:s 0 + 63-146 TOP 9.7r 1 + i 1A + + + 0 0 'W 8XWD SW ro f 639.71 N Gated Pool Entrance---,, 632,01 9.E + + 633,17 631,53 =7=4, TS 3T-�� -11 .__ ___ - 'v S L 646A H1,I a, =V + 2 Zero 14' Cl 0 V 0A K f ( I 64� DE pth + - + --------- 7 + GRATEt 4, i .37 +628.65 L 9. 9 L _T -II-7T-17 __4 47 1 6 9.7 439. N6w,B :hhoos � I- ; ) �- f � S i s s P.' P 13 53 A + 639 8 E6LA BW J 636.111 639.83 + J639.65 ♦+ + II 4�1 T 11 Q� T H R E S, H 9 59 W. 63 `�s A CO ;637 b C T't '11HRESH SAF T T T T 3 _J 7.40 J 635.50 TW Ni f -� / 29,98, 4 4, 2 6 63 '`.)H Y' STONE BUILDNG T i Is C A GRA ALK Limits of Disturbance -is A9 643,79 '3 T7 5 Ex. Locker Room Facility BW Li 6 0 TH RESIA' 630Z2 CD W T IU3 E S F I CC, K �A SENCI-11 MARK IS, CHkSLEEI SQUARE IN OF CURB AT SO�)THIEAST PRAC' TICE A2 A LL $30,24 01 , d CONC, TEE PA'PKING LOT. E�,F__��-,tTION 624.09 NGVD 29 M H TW "Icc, ASPHALT 4 6 3 3,2 7 TOP oVALVE E' F EXISTING UNDER�GROUIND UTILITIES IS 317 Q 63108 C ON WALK 63Z90 P ARK INCi 'MOTS.: T H�_- 0 63 630,20+ N AN APPROXIWIATE WAY ONLY. UTILITIES ARE 10, CM 10 R + 6�30,22 10' :,-, -L - TiONS C U -M -41" -a RAMP A C PAINY LOCA k�nT ED UISING UTILITY C 0 Mr, 632 38 631.E ---k- .73 AND FIELD THE CONTRACTOR SHALL DETIEqN-11ME THE FXACT R�F CATION. BOLLARD VE R K, CURB n— LOC'A TION OF ALL EXISTING UTILITIES BEFORE' (DOWINIENCING WO, T C OLE POP, ANY ANC) A' L DAMAGES 629,91 M629-88 +628,0 HE AGREES TO BE FULLY RESPON_� 629,99 + TO EXA07L)l LOCATE \ 1�_ - -629.9 WHiCH MIGHT BE OCCASIONED BY HIS FAILURE ac 0 - 0 AND PRESERVE ANY ANC� ALL UNDERG.,R0`UND U�ILITIES, 9,29,67 1 aw STONE LP A_1� POST 629,4-5; (TYP) LEGEND� + 29,72 6A -, I V, )__ - BLIJEFLA(31 C: ASPHALT me - \ - 0.11 1 EC -BOTTOM, OF (�URB OC OIL CAP G . ...... B L, U E F LA I --1 +630,31 16 f R C H TIF:,1 E E 0 HE = OVERHEAD ELECTRIC LINE' _629A3E +628,34 YH V < 'CN E + 628,36 , ) 1� 1� 630,461 461 , e,S BOTTOM OF S T E PS OHT = OVERHEAD TELEPHONE L G ASS 2" MAP CIO E3 W BOTTOM OF "A A' OHTV � OVE:R'HEAD TV CABLE LINE r- —_ +530.08 629�511 - - LL BXWD � BOXWO01E) PP = POWER, POLE CA ORAD APPLE TREE 627.659 T V) S = SIGN HIRE CED CEDAR, TREE SNIH SANITARY SEWER MIANHOLE 630,29 �K \ + 629,25 CHR CHERRY TREE TC TO,'-' OF CURB S P 1H ES -)w C M CRAPE MY�RTLE TS TOP OF STEPS PARK T OF i 1 6" , CO627�92 GR- 'E 62c��83 up-[,�/ CLEAN OUT TW TOP OF WALL - TOP ;A 629Z TO 2 0 C 0 4 DW DOIGWOOC) TREE UGE UNDERGROUND ELECTRIC LINE +627.58 628�94 - \ 627.73 628,99d'13 CTRiCl METER UGT UNDERGROUND TELEPHONE LINE 29 9 BO EM ELE k 4 -AN FF FINISH 'LOOP, UP T UNDER,'GROUNI � PROPANE "I I K 627,27 PH FIRE HYDRANT WM WATER METER THR5SH Vfit' �'42" ELM f q 630, 61 627.11 6 1) 0, 2 628.67 GM - GAS METER WS WATER SPRINKLEF,' 31, P IF 62715 F_ F (J R Y S T 0 N E d YARD HYDIRANT — D + 1 1/2 STORY -REE WV WATER VALVE V"ON 027.63 AN --RAME' HOL � HOLLY 1 528 O� 0 LIGHT POLE Y1 To FF LF / I i� C3 0 L F C, A R T G H E ED) 627.76 \ 1 1 62&93 STONE AND MAG - I`VIAGNOLIA TREE -629,89 S!,POT ELEVATION sw FRAME SkAP MAPLE TREE 826,62 1 4 IVIA11 ROCK WALL 626,61 YH BIJILDING "D -BOX TO L NA I`� MANHOLE 4LI- 629,06 + 6�9,,3o ro�T 626,4,2 r 32 THRESH! 62&63 BW X BOD -ROCK 629.45 -6--iii- vv� - K 626,06 C 630.08 .628.64 31, MAP 626,34 WALL ( ,,, 'I 1'� +628.75 62§-W I X Q_ V To SLATE ......... 626.40 OA10 P A Ti 0 28,53 t T C' TO anr, 3, y i%l 7 A B 0 THRESI SO✓ -1, b 'TO BC - 1 G28.52 BO APPROX. 2 1 S L0r_,,ATiC)N 1625.32 24f83 ASPHALT SIM Hi 031 PARKINGA+624.43 0 C, E D 3" DW 628,20 628,36 -f vv n r., F� EROSION & SEDIMENT CONTROL PLAN SCALE: 1" :: 20'-0" North VICINITY MAP SCALE: 1" = Approximately 1500' I 1L Me VMDO T E D 0 VMDO Architects PC 116 Second Street NE Charlottesville, VA 22902 (804) 296-5684 (804) 296-4496 (fax) www,vmdo.com drawn by checked by job number 877 job description FARMINGTON COUNTRY CLUB Cr RAK D. UUA, JJK. 7719 7 -HE COX COMPA NY Planners Curl Engineers Landoc,ape Architects 220 E'Ret; High Street Charlottesville Virginia 22902 (e04)295 701 sheet name POOL EROSION & SEDIMENT CONTROL PLAN IIIIIIIIIII I I 0 5 10 20 40 60 Scale: 1" = 20'-0" sheet number date 9,11.02 EROSION AND SEDIMENT CONTROL NARRATIVE Farmington Country Club Erosion and Sediment Control Plan The County of Albemarle, Virginia PROJECT DESCRIPTION The scope of this E&S narrative and plan is for the purpose of preventing erosion and sediment transport from the site during utility and structure removal. A total of approximately 0,8 acres will be disturbed during construction. EXISTING SITE CONDITIONS The topographic conditions and improvements existing on the subject property are depicted on the accompanying E&S plan on sheet 8. ADJACENT AREAS The site consists of the existing pool area at Farmington Country Club. Farmington is located about one mile west of the City of Charlottesville on Rt. 250. The pool area is located off of Farmington Drive about one-third of a mile North of Rt. 250 on the left. OFF-SITE AREAS All land disturbing activities shall occur on-site and Within the limits of project shown on the plans. At this point, no off-site borrow or grading activity will occur. SOILS This site is located in a geologic area referred to as the Piedmont Physiographic Province. The soils in this geologic area are weathered from the underlying metamorphic bedrock. The naturally occurring soils at this site were found to be moderately to highly plastic silts weathered from the Catoctin formation which consists of basic lava flows, schist, and gneiss composed of chlorite, plagioclase, amphiobole, and epidote. The soils observed here appear to be weathered from metamorphosed sedimentary soils such as phyllite and schist. The map units on the detailed soil map depicted on the Erosion and Sediment Control Plan represent the soils in the survey area. The map unit descriptions, along with the soil maps, can be used to determine the suitability and potential of a soil for specific uses, and, precautionary erosion and sedimentation control measures which must be adhered to. They also can be used to plan for the management needed for those uses. The profile of the soil classifications follows: Cullen Loam (1913): This deep, gently sloping (2-70/6) soil is well drained and can be found on narrow to broad convex ridge tops. Usually, the surface layer is reddish -brown clay loam about eight (8) inches thick. The subsoil is mostly red or dark red clay about fifty-two (52) inches thick. The substratum is mostly red, yellowish -red and yellovAsh- brown loam. Permeability and available water capacity are moderate. Surface runoff is medium. The hazard of erosion is moderate. The subsoil has moderate shrink -swell potential. Depth to bedrock is generally greater than five (5) feet. Hayesville Loam (36B)- This deep, gently sloping (2-7%) soil is well drained. Usually, the surface layer is brown and strong -brown loam about seven (7) inches thick. The subsoil is mostly red clay and clay loam about fifty-one (51) inches thick. The substratum to a depth of eighty-three (83) inches or more is multicolored sandy clay loam derived from strongly weathered granite gneiss, Permeability and available water capacity are moderate. Surface runoff is medium. The hazard of erosion is moderate. The subsoil has moderate shrink - swell potential. Depth to bedrock is generally greater than five (5) feet. CRITICAL AREAS There are no several critical areas on the site. EROSION AND SEDIMENT CONTROL MEASURES The contractor shall provide, construct and maintain erosion and sediment control measures on the site, in accordance with the Virginia Department of Transportation and the County of Albemarle erosion and sediment control measures (refer to the Erosion and Sediment Control Plan sheet). All vegetative and structural erosion and sediment control practices shall be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook. Permanent or temporary soil stabilization shall be applied to denuded aireas within seven (7) days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven (7) days to denuded areas that may not be at final grade but will remain dormant (undisturbed) for longer than 30 days, Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. Soil stabilization refers to measures that protect soil from the erosive forces of raindrop impact and flowing water. Applicable practices include vegetative establishment, mulching, and the early application of gravel base on areas to be stone. Soil stabilization measures should be selected to be appropriate for the time of the year, site conditions, and estimated duration of use. Temporary sediment filters and traps, perimeter dikes, sediment barriers and other measures intended to retain sediment shall be constructed as a first step in any land -disturbing activity and be made functional before up slope land disturbance takes place. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. The following structural practices will be implemented according to the requirements set forth by the Virginia Erosion and Sediment Control. aL Safety Fence (3.0 b). Paved Wash rack Construction Entrance (3.02) A seventy (70) foot paved section shall be installed at the point of vehicular ingress and egress on the construction site. This paved area shall be used for washing sediment from vehicles exiting the site, Where sediment is transported onto a public road surface, the road shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual subdivision lots as well as larger land disturbing activities. Specific Application: A construction entrance shall be placed adjacent to the existing road and parking area on the northern side of the site. pl. Silt Fence .(3.,.0�5 A temporary sediment barrier consisting of synthetic filter fabric stretched across and attached to supporting posts and entrenched. Used to prevent sediment from leaving the site and to decrease the velocity of sheet flows. Specific Application: Silt fence will be used at the foot of the cut / fill slopes and around topsoil stockpile areas and downhill from small disturbed areas. di. Temporary Seeding (3.31) The establishment of a temporary vegetative cover on disturbed areas by seeding with appropriate rapidly growing annual plants. This protects $11opes exposed during construction until permanent vegetative cover can be established. Temporary seeding will apply to all areas on the site that will mot be brought to final grade for periods of thirty (30) days to one year. Selection of the appropriate seed mixture depends upon the time of year it is to be applied (See schedule on E&S details sheet.) Specific Application: Temporary seeding shall be applied to al/ denuded areas prior to permanent stabilization in the fon-n of either hardscape or permanent seeding. Temporary seeding shall be used on all fill slopes and diversions. el Permanent Seeding (3.22) Establishment of perennial vegetative cover by planting seed on rough -graded areas that will not be brought to final grade for a year or more or where permanent, long-lived vegetative cover is needed on fine -graded areas. Specific Application: Permanent seeding will be applied to all portions of disturbed area. 1. Mulching (3.35) The application of plant residues to the soil surface will prevent erosion by protecting the soil surface from raindrop impact and reducing the velocity of EROSION & SEDIMENT CONTROL NARRATIVE SCALE: N/A g). Tree Protection (3.38) Protection of desirable trees from mechanical and other injury during land disturbing and construction activity. Specific Application: Tree protection shall be applied along vegetation line on the hinge of the site and on certain specimen trees within the disturbed area as directed by owner. a. Dust Control (3.39) Reducing surface air movement of dust during land disturbances, demolition or construction activities in areas subject to dust problems in order to prevent soil loss and reduce the presence of potentially harmful airborne substance. Specific Application: Dust control shall be applied as necessary if time requires. PERMANENT STABILIZATION All areas disturbed by construction will be stabilized with permanent seeding immediately following finish grading. All seeds will be approved by the "Virginia Crop Improvement Association," Blacksburg Virginia. Seeding will be done with the following: Two (2) parts Kentucky Bluegrass (Poe pratensis), by weight, minimum 98% purity and 90% germination; maximum 1 % weed seed, Three (3) parts perennial Ryegrass (Labium perrene) by weight, minimum 85/© purity and 90% germination; maximum I% weed seed. Fifteen (15) parts Falcon Fescue; minimum 98% purity and 90% germination; maximum I% weed seed. Permanently seeded areas shall be protected during establishment. Mulch shall consist of oat or wheat straw, free from weeds, foreign matter detrimental to plant life, and dry. Hay or chopped cornstalks will not be permitted. Mulch and/or lime shall be applied at a rate of two (2) tons per acre. Specifications for fertilizer are FS 0-F-241 C, Type 1, solid form; Grade A or B; recommended ',or grass, with one hundred (100) percent of the elements derived from organic sources of the following properties: 8) Vfrogen I2.0% b) Phosphoric Acid 8.0% C) �;oluble Potash 8.0% The following ra,,,es and practices will be adhered to for all seeding that occurs on-site: Apply seed a rate of 6-lbs./1000 sq. ff evenly at fight angles with a spreader or seeding machine. Rake in lightly, covering seed to depth of 1/8 inch, Do not seed area in excess of that which can be mulched on same day Do not sow immediately following rain, when ground is too dry, or during windy periods. Roll seeded area with roller not exceeding 112 lbs, Immediately following seeding and compacting apply mulch to a thickness of one (1) inch. Maintain clear cf shrubs and trees. Apply water vioib a fine spray immediately after each area has been mulched. Saturate to six (6) inches of soil. MAINTENANCE All erosion and sediment control measures must be maintained and repaired immediately to insure continued performance of their intended functions as stated in the Virginia Erosion & Sediment Control Handbook, Third Edition 1992. In general, all erosion and sediment control measures will be checked weekly and after each runoff -producing rainfall event. All seeded and sodded areas will be checked regularly to ensure that a good stand is maintained. Areas will be fertilized, reseeded and resodded as needed. In as much as the Club operates with full time staff to maintain the grounds and the proposed construction is located near the main Club entrance, it is expected that any sift or debris that may escape the construction limits will be cleaned up immediately. DISPOSITION OF TEMPORARY MEASURES All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization is achieved or after the temporary measures are no longer needed, unless otherwise authorized by the local program administrator. Trapped sediment and other disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FLOW 'SHEET FLOW INSTALLATION / ss.- karnm � _J t . . 11 POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION ( FRONT ELEVATION ) SILT FENCE SCALE: N/A SNOW FEN DRD FENCEI TIC FENCE I r C -- METHODS OF TREE FENCING ORREC I I TREE PROTECTION SCALE: N/A PAVED CONSTRUCTION ENTRANCE DRAINAGE SWALE DIRECTS FLOW TO SEDIMENT BASIN EXISTING 3" SM -2A ASPHALT TOP COURSE PAVEMENT 70' MIN, A- "1 A ---J 6 FILTER CLOTH MK V 6" 21A AGGREGATE BASE SIDE ELEVATION EXISTING GROUND EX, CURB OR EDGE OF PAVT 70' MIN. iiia a4•a�i ASPHALT PAVED A F, WASHRACK IWO 77 CRS 012' 2% Mt za Me-& MIN.-'\— SEE -.Z EXISTING PAVEMENI POS, DRAINAGE -7 TO SEDIMENT TRAP MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION 2'x2'x2' SEDIMENT TRAP Al PLAN VIEW 1'x0.5' OUTLET #3 STONE (SEE TYP. SED. TRAP FOR DETAIL) — 12' MIN, 2%_ FILTER CLOTH SECTION A -A NOTE: A MINIMUM WATER TRAP OF I" IS REQUIRED WITH A MINIMUM WASH HOSE DIAMETER OF 1.5" CONSTRUCTION ENTRANCE SCALE: N/A SAFETY FENCE SCALE N/A VMDO T 0 D 0 VMDO Architects PC 116 Second Street NE Charlottesville, VA 22902 (804) 296-5684 (804) 296-4496 (fax) www,vmdo.com drawn by checked by job number 877 job description FARMINGTON COUNTRY CLUB LT IkIr �, FRAN�l D. C00X, JR.'fii k 77119 AE X 3MAE V& Im THE COX COMPA NY Plannero Civil Engalre-ere Landscape Architects 220 East High Street Charlbt:t&5vllle Virginia 22900 (e04)295 701 sheet name POOL EROSION & SEDIMENT C01"JR0L NARRATIVE & DETAILS Scale: N/A sheet number date 9,11,02 iiia a4•a�i F, IWO Mt za Me-& -7 SAFETY FENCE SCALE N/A VMDO T 0 D 0 VMDO Architects PC 116 Second Street NE Charlottesville, VA 22902 (804) 296-5684 (804) 296-4496 (fax) www,vmdo.com drawn by checked by job number 877 job description FARMINGTON COUNTRY CLUB LT IkIr �, FRAN�l D. C00X, JR.'fii k 77119 AE X 3MAE V& Im THE COX COMPA NY Plannero Civil Engalre-ere Landscape Architects 220 East High Street Charlbt:t&5vllle Virginia 22900 (e04)295 701 sheet name POOL EROSION & SEDIMENT C01"JR0L NARRATIVE & DETAILS Scale: N/A sheet number date 9,11,02