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HomeMy WebLinkAboutSDP201600041 Plan - Approved Minor Amendment 2016-11-03cn 3 U UI 0 0 tt- v !i v c n`. U U c w cn c L2 h 0 ori 0 N U U c 0 c , L2 W) V O a 1-11 _q� Art D I ID 1 -UT ml 11 1 •[40m� ' • 1 111 1� 2 3 4 5 6 OF 6 OF 6 OF 6 OF 6 OF 6 C-2 C -2A C -2B C-3 C-4 GENERAL NOTES, LEGEND OVERALL SITE LAYOUT EXISTING SITE CONDITIONS AND DEMOLTION PLAN SITE LAYOUT PLAN DRAINFIELD LAYOUT PLAN ABBREVIATIONS & LIGHTING DETAILS AFF ABOVE FINISHED FLOOR GSV GAS VALVE R/W RIGHT OF WAY AHD AHEAD GV GATE VALVE S SIGN ARV AIR RELEASE VALVE GW GUY WIRE SAN SANITARY SEWER BC BACK OF CURB GZ GAZEBO SBL SOUTH BOUND LANE BCB BALL CLEANING BOLLARD HB HORIZONTAL BEND SD STORM DRAIN BF BLIND FLANGE HC HANDICAP SQ SQUARE BFF BASEMENT FINISHED FLOOR HDPE HIGH DENSITY POLYETHELENE S.S. STAINLESS STEEL BM BENCH MARK HK HOOK S;SMH SANITARY SEWER MANHOLE BK BACK ICV IRRIGATION CONTROL VALVE STA STATION BOV BLOW OFF VALVE !D INNER DIAMETER STD STANDARD BS BOTTOM OF STEPS II INVERT IN STL STEEL BW BOTTOM OF WALL INV INVERT STIR STRUCTURE CA CRAB APPLE 10 INVERT OUT SW SIDEWALK CB COMMUNICATIONS BOX IPS IRON PIN SET SYC SYCAMORE CAN CABLE TELEVISION IPF IRON PIN FOUND TBA TO BE ABANDONED CED CEDAR JB JUNCTION BOX TBR TO BE REMOVED CG CURB & GUTTER LAT LATERAL TC TOP OF CURB LEY LEYLAND CYPRUS CIP CAST IRON PIPE LF LINEAR FEET THH TELECOMMUNICATIONS HANDLE CE CENTER LINE LP LIGHT POLE TR TREE (SPECIES UNKNOWN) C. L. CHAIN LINK LT LEFT TRANS TRANSFORMER CM CREPE MYRTLE MAP MAPLE TS TOP OF STEPS CMP CORRUGATED METAL PIPE MB MAIL BOX TW TOP OF WALL CO CLEAN OUT MH MANHOLE TS&V TAPPING SLEEVE AND VALVE CONC CONCRETE NBL NORTH BOUND LANE TYP TYPICAL CPP CORRUGATED PLASTIC PIPE NIC NOT IN CONTRACT UG UNDERGROUND CY CUBIC YARDS NTS NOT TO SCALE UGT UNDERGROUND TELEPHONE LINE D.I. DUCTILE IRON O.C. ON CENTER UP UTILITY POLE DIA DIAMETER OCP OIL CAP UPT UNDERGROUND PROPANE TANK DIP DUCTILE IRON PIPE OHE OVERHEAD ELECTRIC UON UNLESS OTHERWISE NOTED DW DOGWOOD OHT OVERHEAD TELEPHONE LINE VB VERTICAL BEND EB ELECTRICAL BOX OHTV OVERHEAD CABLE TV LINE VCP VITRIFIED CLAY PIPE EL ELEVATION PB PIPE BOLLARD VHD VEHICLES PER DAY EM ELECTRIC METER PE POLYETHYLENE W WATER ELEC ELECTRIC PGL PROFILE GRADE LINE WL WATER LINE EOP EDGE OF PAVEMENT PH POOL HEATER VNM WATER METER EOTL EDGE OF TRAVEL LANE PROP PROPOSED VNS WATER SPRINKLER EQPT EQUIPMENT PS PLANTED STONE FOUND VNT WATERTIGHT ESMT EASEMENT PVC POLYVINYL CHLORIDE VNV WATER VALVE FF FINISHED FLOOR ELEVATION PVMT PAVEMENT WWF WOVEN WIRE FABRIC FH FIRE HYDRANT R RADIUS YD YARD DRAIN FM FORCEMAIN RCP REINFORCED CONCRETE PIPE YH YARD HYDRANT FL FLUORIDE RO RED OAK YDS YARDS FOC FACE OF CURB REQ'D REQUIRED +628.35 SPOT ELEVATION GALV GALVANIZED RT RIGHT 30OAK/45 30" OAK WITH 45' CANOPY (DIAMETER) 1 ADDRESSED ARB AND ACSA COMMENTS RU 8-3--16 2 ADDRESSED ALBEMARLE COUNTY COMMENTS RU 10-18-16 NO. SHEET REVISION I BY I DATE SHEET REVISION VICINF Y MAP SCALE: 1. "=2000' ALBEMARLE O T EPART ENT APPROVAL: APPROVALS DATA, DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING/ZONING �G S FARMINGTON r i 1625 COUNTRY CLUB CIRCLE CHARLOTTESVILLE, VIRGINIA 22901 , JOSEPH WW ASSOCIATES, 3040 AVEMORE SQUARE PLACE CHARLOTTESVILLE, (434) 984-2700 ATTN: JOHN DAVID ; i i P.E. JBEIRNE@WWASSOCIATES.NW SOURCE • THE PROPERTY AS SHOWN ON THIS PLAN IS THE PROPERTY CONVEYED UNTO FARMINGTON COUNTRY CLUB, BY THAT CERTAIN DEED DULY ON RECORD IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF THE COUNTY OF ALBEMARLE, VIRGINIA IN D.B. 1263, PG. 668, AND IS INDICATED AS PART OF TAX MAP PARCEL 60E—(2)—l. COUNTY, STATE: MAGISTERIAL DISTRICT: WATER PROTECTION AREA: DEVELOPMENT AREA: JURISDICTION AREA DEVELOPMENT: TAX MAP/PARCEL: ZONING: SETBACKS: BUILDING: PUBLIC ROAD: !m Nam P 1. PROJECT AREA: by the AR iawnarle 1; ouo�/ � f im junity Dei,-:.IopmevjI Depwifru IMPERVIOUS AREA: D 1Ca # 6 .r.3 _` 1 NOTES: ., 1. NEW FACILITIES WILL BE SERVED BY EXISTING DUMPSTER LOCATED AT EXISTING LOADING DOCK. 2. EACH OUTDOOR LUMINARIES EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE LUMENS SHALL BE A FULL CUT-OFF LUMINARIES. THE SPILLOVER OF LIGHTING FROM LUMINARIES ONTO PUBLIC ROADS AND PROPERTY IN THE RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF FOOT CANDLE. 3. PROJECT DESCRIPTION: INSTALLATION OF APPROXIMATELY 3,400 SF. PRACTICE FACILITY STRUCTURE SEE ARCHITECTURAL PLANS FOR ADDITIONAL DETAILS. 4. REFER TO ONGOING PROJECT "EAST 9 IMPROVEMENTS" FOR EXISTING CONDITIONS AND ADDITIONAL EROSIONS AND SEDIMENT CONTROL REQUIREMENTS. 5. THE IMPROVEMENTS SHOWN AS PART OF THESE PLANS SHALL BE COORDINATED WITH THE PLANS ENTITLED "EAST NINE IMPROVEMENTS". w— 3H Op' . ' i CART PATH /OTHER-- IMPERVIOUS = 0.05 Lie, Tllo 114,1267 � �4 0IVAL ' 40 DESIGNED BY: JDB ENGINEERS DRAWN BY. SURVEYORS KTM PLANNERS DIHR BY. IkSSOCI.ATES DMJ PO Bos 4119 3040 Aveniore Square Pl. Lynchburg, VA 24502 VA2`9l1 WWA NUMBER: Phone: 434.316.6050 Phone 1434 944.2700 WWW.ww�assocla[es.net 214045.07 WW ASSOCIATES , 3040 AVEMORE PLACE CHARLOTTESVILLE, .♦. i i 116JANUARY • , 2016 ASSUMED VERTICAL DATUM ALBEMARLE COUNTY, VA JACK JOUETT IVY CREEK (DRINKING WATER) N/A WATER ONLY TM 60E, PARCEL 2-1 (PART OF) RA (ENTRANCE CORRIDOR OVERLAY DISTRICT) FRONT, SIDE, .: REAR 75' FROM EXISTING PUBLIC -, GOLF COURSE GOLF COURSE PRACTICE FACILITY THERE ARE NO CHANGES . BEING MADE TO THIS SITE .... WOULD REQUIRE CONNECTIONADDITIONAL PARKING SPACES. BE MADE• EXISTING w ■ ' . #' ' i CART PATH /OTHER-- IMPERVIOUS = 0.05 ACRES (2,371.91 SF) i t TOTAL IMPERVIOUS 0.13 ACRES FARMINGTON VIRGINIAEAST 9 PRACTICE FACILITY SITE PLAN AMENDMEN ALBEMARLE COUNTY, TITLE: COVER SHEET FILE NAME: DISCIPLINE: SCALE: DATE: 404507C_CS.dwg CIVIL H: NIA &/16/16 V. N/A SET REV. NO. 2 DRAWING NUMBER: C-1 SHEET NUMBER: 1 of 6 ►. GENERAL CONSTRUCTION NOTES FOR SITE PLANS # ALBEMARLE COUNTY WORKS• PRIOR1. TO ANY CONSTRUC71ON•INCLUDING CONNECTION TO ANY EXIS71NG ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF •- • r• DRAWN MAY NOT ACCURATELY REFLECT F - OF PERMIT. DISCREPANCIES • R, THE REQUIREMENTS OF GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS• ORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOTa. OTHERWISE NOTED. GRADING3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY OR OTHER CONSTRUCTION. PAVED.4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 5. OR STABIUZA71ON MAT LINED DITCH MAY BE REQUIRED WHEN OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING. OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE 'VIRGINIA SUPPLEMENT. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS 111. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLA11ION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTIONINDUSTRY GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS •URCE: ALBEMARLE COUNTY ENGINEERING & PUBLIC WORKSPOLICIES) APPROVING1. THE PLAN •-ITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE-CONSTRUC71ON CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION 1 CONTROL -ES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND CONTROL S►REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING.MAINTAINED 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE ON a, 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SFTE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSIONAND SEDIMENTATION AS DETERMINED BY THE APPROVINGPLAN AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND► a. AND# DEVELOPMENT STABILIZATIONat. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY a. •- CLEANUP IMMEDIATELY.TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE 10. ALL FILL MATERIAL TO BE 11. ALL WASTE MATERIALS BE TAKEN TO AN APPROVED WASTE AREk EARTH FILL SHALL ZONINGBE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ORDINANCE SECTION 13. ALL INERT -+-tat IN COMPLIANCE• 1' OF THE •i, OF :a 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:00A.M. TO 9:00 P.M. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS AND DAMAGE TO ANY PUBLIC STREET 7. ALL CONCRETE USED INFAMLITY CONSTRUCTION SHALL BE 4000 PSI CONCRETE IN ACCORDANCI WITH VDOT SPECIFICATIONSECTION 2. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL BE MADE WITHIN FOUR FEET OF ANY FIRE HYDRANT. S. ALL HYDRANT BRANCHES SHALL HAVE A MINIMUM COVER OF #, 10. ALL UTILITIES TO BE PLACED UNDER EXISTING COUNTY STREETS MUST BE BORED OR JACKED UNLESS SPECIFICALLY APPROVED OTHERWISE OR NOTED ON THE PLANS. 11. WATER METERS SHALL LOCATED s. • # 1 • i UNDER PIPING OR CLOSE TO OTHER AUTHORITY12. WATER AND SEWER UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALBEMARLE COUNTY SERVICE ► RIVANNA WATER AND SEWER AUTHORITY SEWER r CONSTRUCTION SPECIFICATIONS EXCEPT AS SPECIFIED IN GENERAL NOTE 13. 13. ALL PRIVATE ► SHALL BE PVC SCHEDULE0. 14. A 10 FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED UNLESS OTHERWISE SPECIFIED BETWEEN ALL WATER LINES AND SANITARY SEWER LINES IN ACCORDANCE WITH STATE HEALTH DEPT. STANDARDS. 15. 20' WIDE EASEMENTS, CENTERED ON THE PIPELINE AND APPURTENANCES SHALL BE DEDICATED TO THE ALBEMARLE SERVICE AUTHORITY, EXCEPT WHERE THE LINE IS IN A PUBLIC ROAD RIGHT-OF-WAY. 16. 3' MIN. SEPARATION REQUIRED BETWEEN WATERLINE AND STORM SEWER CULVERTS OR 6* SEPARATION WHENE- rINSULATION MANUFACTURED3*x4' SHEETS AS BY NOMACA.OR EQUAL APPROVED BY ALBEMARLE COUNTY SERVICE AUTHORITY. INSULATION TO EXTEND 5' BEYOND CENTERLINE OF CULVERT IN BOTH DIRECTIONS OR 5' BEYOND ENDS OF CULVERT WHEN PARALLEL 17. TOUCH READ METERS ARE BEING USED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. TO ACCOMMODATE THESE METERS, METER LIDS WILL REQUIRE A 1-3/4- HOLE TAPPED INTO THE CENTER OF r BLIND TAPS OR PLUGS SHALL BE PROVIDED TO PREVENT DEBRIS FROM ENTERING THE BOX PRIOR TO METER INSTALLATION. 18. CERTIFICATION THAT 95X COMPACTION IS NED SHALL BE FOR ALL FILL AREAS UNDER t - ► APPURTENANCES. CERTIFICATION BY A PROFESSIONAL GE• CERTIFICATION , CERTIFICA11ON APPLIES 19. CONTRACTOR •:' ai AND SHALL COMPLYOVERHEAD HIGH VOLTAGE LINE SAFETY ACT. ANY COSTS TO COVER LINES OR DISCONNECT SERVICE TO NEARBY POWER • f - EXPENSE 20 CONTRACTOR SHALL COMPLY WITH NO LEAD REGULATIONS FOR WATER INFRASTRUCTURE. 21: ALL JOINTS ON PROPOSED WATERLINE BE RESTRAINED PER MANUFACTURERS • r • ► • r PER ►•-SPECIFICATIONS. SE[E PLM NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO ALBEMARLE COUNTY AND VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS. 2. CONTRACTOR TO VERIFY FIELD CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY OWNER AND ENGINEER IMMEDIATELY OF DISCREPANCIES BETWEEN• CONDITIONS AND APPROVED PLAN. 3. EXISIING MANHOLE FRAMES AND COVERS AND VALVE BOXES AND COVERS TO REMAJN SHALL BE ADJUSTED OR RECONSTRUCTED, AS NECESSARY, TO MATCH FINISHED GRADES. 4. ALL INTERNAL STREETS AND PARKING AREAS ARE TO BE PRIVATELY OWNED AND EXCEPT OTHERWISE NOTED. 5. EARTH SWALES AND STORM SEWER CONNECTIONS SHALL BE CONSTRUCTED IMMEDIATELY FOLLOWING CLEARING A► 6. ALL ON SITE IMPROVEMENTS ARE SUBJECT TO INSPECTION UNDER ALBEMARLE COUNTY CODES. 7. ALL STAIRS WITH THREE OR MORE RISERS ARE TO HAVE HANDRAILS ON BOTH SIDES. 8. ALL CONDENSATE DRAIN AND OTHER PLUMBING CONNECTIONS ARE TO BE INSTALLED ACCORDING TO CURRENT PLUMBING CODE. 9. CONTRACTOR TO VERIFY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICT EXISTS, CONTACT ENGINEER FOR CLARIFICATION AND/OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/HER OWN RISK. 10. THE INSTALLATION OF HANDICAPPED PARKING SPACES, ACCESSIBLE ROUTES AND HANDICAPPED RAMPS SHALL COMPLY WITH THE "2010 ADA STANDARDS FOR ACCESSIBLE DESIGN* ISSUED BY THE DEPARTMENT OF ON t ► OR THE LATESTtI • HANDICAPPED PARKING AND ACCESSIBLE ROUTES SHALL NOT EXCEED 2% CROSS SLOPE. HANDICAPPED RAMPS SHALL BE INSTALLED AS SHOWN ON THESE PLANS AND AS REQUIRED TO MEET THE LiTS-Z7 ADA STANDARDS AT NO ADDITIONAL COST TO THE OWNER. 1 ADDRESSED ARB AND ACSA COMMENTS RU -3--16 ADDED LIGHTING CUT SHEETS RU 10-181-16 NO. SHEET REVISION I BY I DATE I NO. SHEET REVISION BY I DATE E. NIA NEW E. DATE: NEW LIUMINAIRE: BENCHMARK/FFE LAMP: 10.5W LED MONUMENT FOUND Very Short > BOLLARD C EI MONUMENT SET N.A. (absolute) FL (0-30) BORE HOLE N.A. 10.4 PANEL POINT s- i. r • +_ s FM (30-60) .a`:: �:1 .- �� ►' •4111+.: ® 24,1 •- : « • • •` 677 FH (60-80) BUSH N.A. 11.9 POWER POLE N.A. FVH (80-90) CABLE BOX ® 2.5 ROAD SIGN - BL (0-30) # ; _. �- • • • i ` •� i a. • ♦ `•#•• til #` • ► r -r 10.4 SANITARY CLEAN OUT 52 BM (30-60) CONIFEROUS TREE N.A. , I`>; a- r r • s •••• alr • •- • ► « BH (60-80) 80.2 N.A. 11.9 Ballast Factor 1.00 BVH (80-90) DECIDUOUS TREE N.A. sl, SIAMESE CONNECTION 5 UL (90-100) DRAINAGE INLET GRATE WW 2.0 SIGN - �- UH (100-180) DRILL HOLE N.A. 0 SPRINKLER HEAD 170.1 (OH, 15V) Total ELECTRIC PANEL BOX 'f 100.0 STORM DRAIN MAN HOLE r BUG Rating B0 -U2 -G1 Max. Cd. (80 to <90 Deg. Vert.) 44.3 (6.5%Lum) ELECTRIC PEDESTAL [E] TRAFFIC LIGHT POLE N.A. (absolute) _J ELECTRIC TRANSFORMER ® (F TELEPHONE MAN HOLE (T 4) ELECTRIC MAN HOLE i? TELEPHONE PEDESTAL a FIRE HYDRANT TELEPHONE POLE $ � ► •. .; 1, • • ' •#t .; 1 - ♦ # ♦ '1,•1 , #• *, 1 • .•- `' 1 / a': oFLAG POLE • ar � a s a a s ,Q) GAS MAN HOLE - •' i f ` '� t a' >, • i # ;R :. A • Vit: . � �. a TP • 3. # r I f I a t f r / � • i •: • f' • as E} GM z TRAFFIC CONTROL BOX 23 GAS VALVE I] TRAFFIC JUNCTION BOX FT a►: 11 i + 1 �f- r - - x ► • a= , xi # r � r i ♦ ' • , ® r TRAVERSE o GROUND LIGHT _ 1•• t 1:• 1 :a 1�` •• • •t -0 GUY POLE - i • UTILITY POLE HANDICAPPED PARKING '�� 111 IY + ��.. : • L k HEAT PUMP + �,. :ii riS • -•- • •r •` i � .• r _a- .: a• ra• i •i- • ►! {��., 1 95111 :4 2 •- 1 ._ t- t r r -' • r r / • - . ;r � i -0 t; •: s. s # a { -a_ • a` LIGHT POLE V IM WATER VALVE Wv •- MAILBOX i a. • •• •' •' *,' - ! i � �► ''• # 1 a1 � • -# � ..i, tat : /-1 ''.i ai' a'• •,' MONITORING WELL IH YARD GRATE r ! •• •' # ► • � # / # i ,a • ♦ ♦ itis • • • _ . 1 • i • a• •-• aal l • • 1 a• '� 1 ADDRESSED ARB AND ACSA COMMENTS RU -3--16 ADDED LIGHTING CUT SHEETS RU 10-181-16 NO. SHEET REVISION I BY I DATE I NO. SHEET REVISION BY I DATE E. NIA NEW E. DATE: NEW LIUMINAIRE: BENCHMARK/FFE LAMP: 10.5W LED MONUMENT FOUND Very Short > BOLLARD C EI MONUMENT SET N.A. (absolute) FL (0-30) BORE HOLE N.A. 10.4 PANEL POINT N.A. (absolute) FM (30-60) BUILDING COLUMN ® 24,1 POWER METER 677 FH (60-80) BUSH N.A. 11.9 POWER POLE N.A. FVH (80-90) CABLE BOX ® 2.5 ROAD SIGN -�-ff- BL (0-30) CEMETERY N.A. 10.4 SANITARY CLEAN OUT 52 BM (30-60) CONIFEROUS TREE N.A. , I`>; SANITARY SEWER MAN HOLE 13 BH (60-80) 80.2 N.A. 11.9 Ballast Factor 1.00 BVH (80-90) DECIDUOUS TREE N.A. sl, SIAMESE CONNECTION 5 UL (90-100) DRAINAGE INLET GRATE WW 2.0 SIGN - �- UH (100-180) DRILL HOLE N.A. 0 SPRINKLER HEAD 170.1 (OH, 15V) Total ELECTRIC PANEL BOX 'f 100.0 STORM DRAIN MAN HOLE r BUG Rating B0 -U2 -G1 Max. Cd. (80 to <90 Deg. Vert.) 44.3 (6.5%Lum) ELECTRIC PEDESTAL [E] TRAFFIC LIGHT POLE N.A. (absolute) _J ELECTRIC TRANSFORMER ® (F TELEPHONE MAN HOLE (T 4) ELECTRIC MAN HOLE i? TELEPHONE PEDESTAL a FIRE HYDRANT TELEPHONE POLE $ oFLAG POLE TELEPHONE JUNCTION BOX ,Q) GAS MAN HOLE TP TEST PIT TP GAS METER GM z TRAFFIC CONTROL BOX 23 GAS VALVE I] TRAFFIC JUNCTION BOX FT GENERATOR ® a TRAVERSE o GROUND LIGHT fl UTILITY MARKER POST -0 GUY POLE - Q-) UTILITY POLE HANDICAPPED PARKING 0 VENT PIPE Q HEAT PUMP WATER MAN HOLEW {��., IRON PIN WATER METER LIGHT POLE V IM WATER VALVE Wv ` MAILBOX ;',^ti ` 1 WELL MONITORING WELL IH YARD GRATE NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL SYMBOLS SHOWN MAY NOT BE USED. Photometric Filename: 66411 JES TEST. NIA TEST LAB: BEGA DATE: 03124/2015 LIUMINAIRE: 66 411 LAMP: 10.5W LED Clliaracteristics OP - Lum. Classification System (LCS) UGCT IE --S Classification J Clliaracteristics OP - Lum. Classification System (LCS) UGCT IE --S Classification Type V r . > n Longitudinal Classification Very Short LCS Zone Lumens %Lama %Lura Lumens Per Lamp N.A. (absolute) FL (0-30) 70.5 N.A. 10.4 Total Lamp Lumens N.A. (absolute) FM (30-60) 162.9 N,A. 24,1 Luminaire Lumens 677 FH (60-80) 80.2 N.A. 11.9 Diownward Total Efficiency N.A. FVH (80-90) 17.2 N.A. 2.5 Total Luminaire Efficiency N.A. BL (0-30) 70.5 N.A. 10.4 Luminaire Efficacy Rating (LER) 52 BM (30-60) 162,9 N.A. 24.1 Total Luminaire Watts 13 BH (60-80) 80.2 N.A. 11.9 Ballast Factor 1.00 BVH (80-90) 17.2 N.A. 2.5 Upward Waste Light Ratio 0.02 UL (90-100) 13.5 N.A. 2.0 Max. Cd. 170.1 (OH, 15V) UH (100-180) 1.8 N.A. 0.3 Max. Cd. (<90 Vert.) 170.1 (OH, 15V) Total 676.9 N.A. 100.0 Max. Cd. (At 90 Deg. Vert.) 20.4 (3.0%Lum) BUG Rating B0 -U2 -G1 Max. Cd. (80 to <90 Deg. Vert.) 44.3 (6.5%Lum) Cutoff Classification (deprecated) N.A. (absolute) Lt 100 90 80 Mounting Height = 8 ft. Grid Spacing = 5 ft. Back 0 Frnht In Ithe interest of product improvement, BEGA reserves the right to make technical changes without notice. BEGA 1000 Beg@ Way, Carpinteria, CA 93013 805 684-0533 Fax 805 566-9474 www.be a-us.com © Copyright BEGA-US 2015 11(1112015 g Y P { ) ( ) 9 Lk. Nq/D4-r_67 / 0NA1, - - - -R/W- - - R/W- G f C --- -- OP - GCT------ UGCT OH -1 GHT r . > Lk. Nq/D4-r_67 / 0NA1, - - - -R/W- - - R/W- G f C --- -- 01 --ICT GCT------ UGCT OH -1 GHT UCT n - GAS GAS i0B - TOB -- OHE -- UHC -- - 1GE- UGE {{{-{ f+1 fl - ----- - S f= M ----- ---- S F M - -----------------------SAN SAN - ENGINEERS S tJRV EYORS PLANNERS AsSUCNCIATES PO Box 4119 1040 Avemore Square Pl. Lynchburg, VA 24502 Challattesvillc, VA 22911 Prone: 434.316.6080 Phone. 434,9342700 weYev u'uass�ciaces.neiE LINETYPE LEGEND BUILDING OVERHEAD ADJACENT PROPERTY LINE ADJACENT RIGHT-OF-WAY BUILDING COLUMN BOUNDARY PROPERTY LINE BOUNDARY RIGHT-OF-WAY BUILDING SETBACK BUSH LINE CAN OVERHEAD CAN UNDER GROUND TELEPHONE OVERHEAD TELEPHONE UNDER GROUND DITCH CENTER LINE EASEMENT CONSTRUCTION AND GRADING EASEMENT SLOPE EASEMENT SANITARY SEWER EASEMENT STORM EASEMENT STORMWATER MANAGEMENT EASEMENT UTILITIES EASEMENT WATER FENCE BARBED WIRE GUARD RAIL FENCE CHAIN LINK FENCE WOOD FENCE WOVEN WIRE GAS UNDER GROUND TOP OF BANK ELECTRIC OVERHEAD ELECTRIC UNDER GROUND RAILROAD CENTERLINE STREAM CENTERLINE PAVEMENT ASPHALT ROAD CENTERLINE SANITARY FORCEMAIN SANITARY SEWER STORM SEWER TOPO MAJOR CONTOUR TOPO MINOR CONTOUR TREELINE UTILITY OVERHEAD UTILITY UNDER GROUND WATERLINE WETLAND LIMITS tell (uminalres with shielded light Flousing ,v�o alu,rlil u -r with c,X.:rude d I.arnin rn "N mi :+i d .fie caw canoe,. supplied with a C<n JorsaI mc,,;nt ng bracket for direct aVac lment to a 3 or 4' octagonal wiring box. A die-cast .4r. r aluminum . 's .a round ,t�etcn" plate alLuua the r0US1f1g to bo pr ci ::liy Eevo ed (or rotated) afte,.r €nista I t;,m, 'ir are ni 1 n., g a e, copper free < t2. i � upper c.; itc �f, A - 60.0 alum num alloy, Enclosure; I landa own, spa nless, three-ply opal ola,-s 75% t sn miss€ el, v; h sore,v neo, . k1olded higliternipereture. ..dicc. or'ru,..rb',,.1 r ny o,>k,t'or vve tt ,r _tight operation. SL>>a1 luntinlm shade with rofl d r„c fore c- edge, Pa. l (fd v,h ..:, im,ide. h Electrical: 1;; _V,,1 LELIurr.rna.re: 13 tE>._.I systern. vv=tt> , _jC)` star, ternperature. ntegral I 20V through 277V *,.�ctronl I r -T) 'Xlb'?r0Oti. .'Einlm - A .^f^, rho. LE." if (s, are available frown factory for ea,v replacernert. Standard LED car a rr, arature 3000K v ittt an 85 CRI, Availa.1ple € r0100 -f (b, Crs;,; add s> if(ix K4 to :'der. Neste: I EDs supplied with lard nalre. tune to trfe uyn>amlc natore )f ILEO ter PinolcgY, LED I mina re ;data :,n this haC. is subject '. to change at tr t� di cre r r of E Caw Us r>r ih 4A curmr t ted -m �aI data, please, refor towwvv.tc g a 1 ^.c.,:, Finish All B11GA slandard fir hes s arepolyester p `w do c s,.,t 1 rnin,k llirn s mil th .l rt - 3. Availahle in ff,,ur BEGA colors: Ba,,k (B L Ems) Trite tW iTj i"t !1 e (R Z) S;Ive (St1`;. To sped -v, sad approp 'ate sufti.x lo r talo, nornb Customo ct s Supplied I'M E)c€ od r CSA if ed U.& and naaian -�tanrianos,sui-1b. e for.ti a loco io Fr oiect,o t class. IP44 Weight: 4.0 lbs; Lurnitlaire Lumens: 677 fl A t -time A. E C C 664111 ,.lh LIED 12 -- :s Ia, 4y�s Tvpe: BEGA Product: Project: Voltage: Color: �, Y Options: Modified: RM ------R/W---R/W- /W- _ _ -R,/W- BEGA-US 10010 BEGA ti`Jay, Carpinteria, CA 93013 (805) 6134-10533 FAX (305} 566-9474 www.bega-Lis.com Ccopy ,1h. B_ ALS 2J': Ci I 1pdated 03!10? Y�l DESIGNED BY. PROJECT. 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IZARD / / I i l / \ / \ \ \\ �\ \ �\� I 1. \\ ,),\\ \\1�l i�)i/ \//:�� i ( I / / / / / /� \ /\/ \\� \ \\ \ \ \ \\ \� / \ 876, PG. '191 D�B. 1 ADDRESSED ARB AND ACSA COMMENTS RU 8-3-16 Op ENGINEERS + PLANNERS Lic. No/ Z67 AV elm_ % AsSOCI.ATES PO Box 4119 3040 Avemore SquarePl. Lyncliburg,VA14502 Chil,,tt­:1I,,VA22'9tl Phone: 43%1.316.6080 Phone: 434.984.2700 00 10NAL SHEET REVISION BY DATE oo#+++* DESIGNED BY: Dw DRAWN BY. REG DIHR BY. DW PROJECT: FARMINGTON COUNTRY CLUB EAST 9 PRACTICE FACILITY SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA SET REV. NO. 2 - DRAWING NUMBER: C - 2A 2 NEW SHEET ADDED RU 10-18-16 --------- -SURVEYORS TITLE: OVERALL SITE LAYOUT SHEET NUMBER: 3 of 6 WWA NUMBER: 214045.07 a FILE NAME: 404507C—OV— l.dwg DISCIPLINE: CIVIL SCALE: H: 1 100' V. IN DATE: t)l 10/16 NO. SHEET REVISION BY DATE NO. ►-i7 1 �- ) Iv E E-1 1 ADDRESSED ARB AND ACSA COMMENTS RU 8-3-16 �V,Tli OP p ENGINEERS Z t, SURVEYORS A, PLANNERS ".'p Lic. N-o,dAZ'2i,,7 AsSOCIA,rES PO Box 4119 Avetmore Squale Pl. "p Lynhburg,VA-14502 -cllarlclttc�sllu,VA2l'911 Phone: 434.316,6080 Phone: 434.984.2700 01010NAL www.wsc-cimesma SHEET REVISION BY DATE I wn' DESIGNED BY. DMJ DRAWN BY: REG-t> PROJECT. FARMINGTON COUNTRY CLLJER EAST 9 PRACTICE FACIL17Y SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA SET REV. NO. 2 DRAWING NUMBER: C-4 2 ADDRESSED ALBEMARLE COUNTY COMMENTS RU 10-18-16 TITLE: DRAINFIELD LAYOUT PLAN DIHR BY.DA#J SHEET NUMBER: 6 of 6 j 6 WWA NUMBER: 214045.07 I FILE NAME: 404507C—SP—DF.dwg DISCIPLINE: CIVIL SCALE., H: 1 30' V. NIA DA 6/ 6/ 1 6 NO. SHEET REVISION BY DATE NO.