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Home My WebLink AboutSDP200200116 Plan - Approved 2003-01-02FARMIN(:3TON IRRIGATION PUMP HOUSE E VICINITY MAP SCALE: 1” = Approximately 1500' North 1. WORK 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 NECESSARILY SHOWN 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 HYDRANT 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 1S INSULATED, USE 1/2" THICK THERMA-CEL 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 T0, 12. VALVES ON DEADEND LINE SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. �: •" � . • . • • ,. • (III, 1. PRIOR TO IMMENCEMENT OF ANY CONSTRUCTION WITHIN EXISTING PUBLIC RIGHT-OF-WAY INCLUDING (NNECTION TO ANY EXISTING ROAD, A PERMIT FOR SAID CONSTRUCTION SHALL BE OBTAIN(FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (HEREAFTER ABBREVIATEV.D.O.T.). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMEN, OF THE PERMIT, WHERE ANY DISCREPENCIES OCCUR THE REQUIREMENTS OF THE PER SHALL GOVERN, 2. ALL PAVING ) DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TCJRRENT SPECIFICATIONS AND STANDARDS OF V.D.O.T, UNLESS OTHERWISE NOTED, 3, EROSION AND-TATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVECROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR D,ER CONSTRUCTION. 4. ALL SLOPES 'DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED, MAXIMUM ALL BLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, ISER SLOPES OF 4:1 OR BETTER ARE TO BE ACHEIVED, 9 5. PAVED, RIP-RAIR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF TF'LBERMARLE COUNTY DIRECTOR OF ENGINEERING, OR HIS DESIGNEE, IT IS DEEMED NECEY IN ORDER TO STABILIZE A DRAINAGE CHANNEL 6, ALL TRAFFIC {,TROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONT( DEVICES, LATEST EDITION, 7. UNLESS OTHERE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS 111, 8. ALL EXCAVATIC-OR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FO HE CONSTRUCTION INDUSTRY (29 CFR PART 1926). APP 'DEPARTMENT OF PLANNING & COMMUNITY DEVELO MEN• s .a DEPARTMENT OF ENGINEERING DEPARTMENT OF ZONING ALBERMARLE COUNTY FIRE OFFICIAL 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 INSTALLATION OF AN IRRIGATION PUMP HOUSE, WET WELL AND PIPING ASSOCIATED WITH THE GOLF COURSE IRRIGATION SYSTEM, VIRGINIA DEPARTMENT OF HIGHWAYS VIRGINIA DEPARTMENT OF HEALTH ALBERMARLE COUNTY SERVICE AUTHORITY BUILDING OFFICIAL 15 TENNIS COURTS 0 2 SPACES/COURT = 30 SPACES 27 GOLF TEES fd 1 SPACE/ 2 TEES = 14 SPACES 8,600 SF RIECREATION AREA Id 1 SPACE/ 125 SF = 69 SPACES 7,000 SF EATING ESTABLISHMENT 9 13 SPACES/ 1,000 SF = 91 SPACES 55 GUEST ROOMS Ca 1 SPACE/ ROOM = 55 SPACES 3,900 SF OF BALLROOM FLOOR AREA fd 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 B'E 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 SHAUL 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 OFF THE ENGINEER. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL DIMENSIONS. 8. THE LOCATION OF EXISTING UNDERGR(OUND UTILITIES IS SHOWN IN AN APPROXIMATE WAY ONLY. UTILITIES ARE LOCATED WSING 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 (fax) www.vmdo.com �L /®1 THF COX COMPIANY Planters Civil Engineers Land„c,ipe Architect,, 220 Eaot High Street CharlotteovUle Virginia 22902 (804)295 701 1 EXISITING OVERALL SITE PLAN 2 IRRIGATION PUMP HOUSE SKETCH 10,11.02 A, •4 X 550 ✓`'.._..�`----"�l --o-- o 530- +� 510 '-- 611.1 X 520 X 520 �30� -� - _ 540 5.4 6 X -�. 5 63 \ J.6 --590 J X X J ° .0 X X o 3 0.0 X 2 XS5 0 5� 0 6C , '` p X 1 X 1 ! { 8 •3 X Sg 1 6 ! X `ScP o 58 •® y- 0 5 1 1 Cjg 1 X \0 X o 1 "'D ® 1 1 6 5 588 X o 1 X k X 1 0 0 � - 1 1 590 o — i �1 t �, ;r 00 � r�0 .sz — f o y 1 s {{ t \ , f' 4. I(I i _ c ..q =6 , i \ l ♦ f _ X 09 3 x f _ 1 6 7 6 2 x 6 0 : Q y t I , i Xw 1 1 r \• o 6 1 - E a R A @— a vy �t .r X r X 9 ' •1 ' 0 �s.. Note: This sheet not included in this Set X , r 9 ;i s �. 4.. , ..z' 620... -: ,.- :. \ ,, .. 5 . •;. r. ., i _ 1 COW o r a— w. , %; _._ .-; is , •, _...._ : ; , , a .. , ` R .� 1 /ray t t X t fl 0 � r: t \ 4 „ . , _ -•sea- _ _ .,1� _ .< _ - � - X6 1 •- r •, _. : tar a` .i ..,:. .- ... ., - , ,- � _'j �• P 7NG PLANT �. 3 s _ 't 6 . '4 • '. -,< . � - . , a k ; :: :. .� .. ,-:.. s fob - 1 T 4 I b 0 v '6c6 s TENNIS ROAD f Luz " a.- .1 : ....._. f !w: EXISTING — fi PARKING LOT 1! �--" -.,' - -' - _\.5 , f ,s�•.�.7 � _ MTH24 SPAC `Y* i .14M a . L _ l 3+ 1 i ,moi _ f 1 s w 4 -gyp-\.n.,> jp ; l 1 \ r \ a �t �\ r, 1 \ 1 . f 4 . , —.� — — -- ---—... ----------------- —f i TMC `r.-----------,---------------..�—.�---�.—.�—..,--...�--�.--....�.�—�.--� �+----- —. �a � --- - .+:G —:�• •_T—,•T�� '-4� � "��"' —� —Q� �f � � tt OVERALL SITE PLAN SCALE: 1"= 80T' ® M ! 0 VMDO Architects PC 116 Second Street NE Charlottesville, VA 22902 (804) 296-5684 (804) 296-4496 [flax] www.vmdo.com drawn by checked by job number f job description FARMINGTO COUNTRY CLUB sheet name sheet number date IRRIGATION PUMP HOUSE SCALE: 1" = 40'-0" VM -DO V 0 D 0 VMDO Architects PC 116 -Second Street NE Charlottesville, VA 22902 (804) 296-5684 (804) 296-4496 (faxJ www.vmdo.com drawn by checked by Job number 877 job description FARMINGTON COUNTRY CLUB THE COX COMPA ANY Planners Civil Engineers Landscape Architects 220 East High Street Charlottesville Wlrylnla 2290E (004)295 701 sheet name IRRIGATION PUMP HOUSE 0 10 20 40 SCALE: 1" = 40'-0" sheet number date 10,11,02 80 120 69