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HomeMy WebLinkAboutSDP201400060 Plan - Approved 2014-12-173 v U MI 0 / a E aci v a U 0 a ,c 0 N V 0 v. d°- N r E - SHEET N0. AHD AHEAD 1 OF 16 2 OF 16 3 OF 16 4 OF 16 5 OF 16 6OF16 BS BOTTOM OF STEPS 7OF16 BOTTOM OF WALL CA 8 OF 16 9OF16 CABLE TELEVISION CED 10 OF 16 11 OF 16 12 OF 16 13 OF 16 14 OF 16 15 OF 16 16 OF 16 ADDENDUM DRAWING N0. C -1 C -2 C -3 C -4 C -5 C -6 C -7 C -8 C -9 C -10 C -11 C -12 C -13 C -14 C -15 C -16 AFF ABOVE FINISHED FLOOR AHD AHEAD ARV AIR RELEASE VALVE BC BACK OF CURB BCB BALL CLEANING BOLLARD BF BLIND FLANGE BFF BASEMENT FINISHED FLOOR BM BENCH MARK BK BACK BOV BLOW OFF VALVE BS BOTTOM OF STEPS BW BOTTOM OF WALL CA CRAB APPLE CB COMMUNICATIONS BOX CAN CABLE TELEVISION CED CEDAR CG CURB & GUTTER CIP CAST IRON PIPE CL CENTER LINE C.L. CHAIN LINK CM CREPE MYRTLE CMP CORRUGATED METAL PIPE CO CLEAN OUT CONC CONCRETE CPP CORRUGATED PLASTIC PIPE CY CUBIC YARDS D.I. DUCTILE IRON DIA DIAMETER DIP DUCTILE IRON PIPE DW DOGWOOD EB ELECTRICAL BOX EL ELEVATION EM ELECTRIC METER ELEC ELECTRIC EOP EDGE OF PAVEMENT EOTL EDGE OF TRAVEL LANE EQPT EQUIPMENT ESMT EASEMENT FF FINISHED FLOOR ELEVATION FH FIRE HYDRANT FM FORCEMAIN FL FLUORIDE FOC FACE OF CURB GALV GALVANIZED FARMINGTON COUNTRY CLUB SOUTH SIDE IMPROVEMENTS QTr�FlP VT ANT A_N41PXTnA4"PXTT TITLE COVER SHEET GENERAL NOTES & LEGEND GENERAL EARTHWORK NOTES EXISTING CONDITIONS & DEMOLITION PLAN EXISTING CONDITIONS & DEMOLITION PLAN SITE LAYOUT AND GRADING PLAN SITE LAYOUT AND GRADING PLAN DETAILS AND CALCULATIONS EROSION AND SEDIMENT CONTROL PLAN EROSION AND SEDIMENT CONTROL NARRATIVE & DETAILS EROSION AND SEDIMENT CONTROL DETAILS BMP ANALYSIS; AREAS BMP CALCULATIONS HYDROGRAPHS LANDSCAPE PLAN LANDSCAPE DETAILS CRITICAL SLOPES EXHIBIT ABBREVIATIONS GSV GAS VALVE GV GATE VALVE GW GUY WIRE GZ GAZEBO HB HORIZONTAL BEND HC HANDICAP HOPE HIGH DENSITY POLYETHELENE HK HOOK ICV IRRIGATION CONTROL VALVE ID INNER DIAMETER II INVERT IN INV INVERT 10 INVERT OUT IPS IRON PIN SET IPF IRON PIN FOUND JB JUNCTION BOX LAT LATERAL LEY LEYLAND CYPRUS LF LINEAR FEET LP LIGHT POLE LT LEFT MAP MAPLE MB MAIL BOX MH MANHOLE NBL NORTH BOUND LANE NIC NOT IN CONTRACT NTS NOT TO SCALE O.C. ON CENTER OCP OIL CAP OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE LINE OHTV OVERHEAD CABLE TV LINE PB PIPE BOLLARD PE POLYETHYLENE PGL PROFILE GRADE LINE PH POOL HEATER PROP PROPOSED PS PLANTED STONE FOUND PVC POLYVINYL CHLORIDE PVMT PAVEMENT R RADIUS RCP REINFORCED CONCRETE PIPE RO RED OAK REQ'D REQUIRED RT RIGHT NOTES: 1. ALL ABBREVIATIONS SHOWN MAY NOT BE USED. ALBEMARLE COUNTY, VIRGINIA R/W RIGHT OF WAY S SIGN SAN SANITARY SEWER SBL SOUTH BOUND LANE SD STORM DRAIN SQ SQUARE S.S. STAINLESS STEEL SSMH SANITARY SEWER MANHOLE STA STATI O N STD STANDARD STL STEEL STR STRUCTURE SW SIDEWALK SYC SYCAMORE TBA TO BE ABANDONED TBR TO BE REMOVED TC TOP OF CURB THH TELECOMMUNICATIONS HANDLE TR TREE (SPECIES UNKNOWN) TRANS TRANSFORMER TS TOP OF STEPS TW TOP OF WALL TS &V TAPPING SLEEVE AND VALVE TYP TYPICAL UG UNDERGROUND UGT UNDERGROUND TELEPHONE LINE UP UTILITY POLE UPT UNDERGROUND PROPANE TANK UON UNLESS OTHERWISE NOTED VB VERTICAL BEND VCP VITRIFIED CLAY PIPE VHD VEHICLES PER DAY W WATER WL WATER LINE WM WATER METER WS WATER SPRINKLER WT WATERTIGHT WV WATER VALVE WWF WOVEN WIRE FABRIC YD YARD DRAIN YH YARD HYDRANT YDS YARDS +628.35 SPOT ELEVATION 30OAK/45 30" OAK WITH 45' CANOPY (DIAMETER) SEE FOR SHEETS 9- „ SP- 97 -28, SP -98 -OS SDP - 1997001.27, SDP - 199800074 SDP-199800067., SDP - 2002 -00078 1 t: 4/00 OLD Q SITE 25 29 �y Z �Tti 1 �O IVY RD. 25 S 29 25 V\ BUS VICINITY MAP SCALE: 1 " =2000' A T .RF.T\4 A lR T .F. COT INTY DFP A R TIVTFNT APPROVAL: APPROVALS DATE REQUIRED PARKING: DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING /ZONIING rat Hr'y a2 NOTES: 1. NEW FACILITIES WILL BE SERVED BY EXIISTING 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 PROIPERTY IN THE RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE —HALF FOOT CANDLE. 3. PROJECT AREAS: A. ADDITIONS AND RENOVATIONS PRIMARILY TO THE EXISTING GRILL/ RESTAURANT AREA. B. DEMOLITION OF THE EXISTING LOCKER ROOMS ON THE GROUND FLOOR. NEW CONSTRUCTION OF THE LOCKER ROOMS ON THE SECOND FLOOR AND CONSTRUCTION OF A CHILDREN'S PLACE ON THE GROUND FLOOR. C. NEW ENTRANCE TO THE LOWER PARKING AREA. D. EXPANSION OF THE LOWER PARKING' AREA. 4. A CRITICAL SLOPES WAVER FOR THIS PROJECT WAS APPROVED AT THE NOVEMBER 5, 2014 BOARD OF SUPERVISORS MEETING. SEE CRITICAL SLOPES EXHIBIT ADDENDUM ATTACHED FOR ADDITIONAL INFORMATION. SITE DATA DEVELOPER/APPLICANT: ENGINEER: FARMINGTON COUNTRY CLUB 1625 COUNTRY CLUB CIRCLE CHARLOTTESVILLE, VIRGINIA 22901 ATTN: JOSEPH KRENN WW ASSOCIATES, INC 3040 AVEMORE SQUARE PLACE CHARLOTTESVILLE, VA 22911 (434) 984 -2700 ATTN: EDGAR J. TURNER PERROW, JR., P.E. EMAIL: TPERROWOWWASSOCIATES.NET SOURCE OF TITLE: 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) -1. SOURCE OF TOPOGRAPHY: LINCOLN SURVEYING 632 BERKMAR CIRCLE CHARLOTTESVILLE, VA 22901 DATED: APRIL 15, 2014 NAVD 88 VERTICAL DATUM COUNTY, STATE: ALBEMARLE COUNTY, VA MAGISTERIAL DISTRICT: JACK JOUEi' WATER PROTECTION AREA: IVY CREEK (DRINKING WATER) DEVELOPMENT AREA: N/A JURISDICTION AREA DEVELOPMENT: WATER ONLY TAX MAP /PARCEL: TM 60E, PARCEL 2 -1 (PART OF) ZONING: RA (ENTRANCE CORRIDOR OVERLAY DISTRICT) SETBACKS: BUILDING: 25' FRONT, 25' SIDE, 35' REAR PARKING: 20' FRONT, 20' SIDE, 20' REAR EXISTING USE: COUNTRY CLUB PROPOSED USE: COUNTRY CLUB BUILDING HEIGHTS: 35' MAX. PARKING SCHEDULE: REQUIRED PARKING: 18 TENNIS COURTS ® 2 SPACES /COURT = 36 SPACES 27 GOLF TEES ® 1 SPACE /2 TEES = 14 SPACES 8,600 SF RECREATION AREA ® 1 SPACE /125 SF = 69 SPACES 10,900 SF EATING ESTABLISHMENT 0 13 SPACES/ 1,000 SF = 142 SPACES 7,000 SF PREVIOUSLY APPROVED (SDP - 2002 -78) 3,900 SF FROM NEW ADDITION (SDP - 201400060) 55 GUEST ROOMS CAD 1 SPACE /ROOM = 55 SPACES 3,900 SF OF BALLROOM FLOOR AREA ® 1 SPACE /75 SF = 52 SPACES 800 SF OF TENNIS VIEWING AREA @ 1 SPACE /75 SF = 11 SPACES 6 INDOOR TENNIS SHOWERS @ 1 SPACE /SHOWER = 6 SPACES 3 STAFF MEMBERS IN "CHILD SPACE" @ 1 SPACE /STAFF = 3 SPACES 6 CHILDREN IN "CHILD SPACE" ® 1 SPACE /10 CHILDREN = 1 SPACES NOTE: NO ADDITIONAL SPACES ARE CALCULATED FOR THE LOCKER ROOM SINCE IT REPLACES AN EXISTING LOCKER ROOM GREATER IN SIZE AND SUPPORTS EXISTING RECREATIONAL USES ALREADY CALCULATED. TOTAL PARKING REQUIRED: = 389 SPACES EXISTING PARKING: 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 SPACES 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 PROPOSED CHANGES TO PARKING PROVIDED (POST DEVELOPMENT): GOLF ROAD = 5 SPACES (5 SPACES REMOVED) DRIVING RANGE LOT = 92 SPACES (16 SPACES REMOVED & 46 SPACES ADDED) TOTAL PARKING PROVIDED (POST DEVELOPMENT) = 455 SPACES N1e ♦o� DESicNED er: PROJECT: SET REV. N0. 1 REVISED PER ALBEMARLE COUNTY, vDOT AND ACSA COMMENTS. RU 10/3/14 4 � �-�,T1 -I Ot 0�� JDB FARMINGTON COUNTRY CLUB 4 2 REMOVED E&SC AND SWM SHEETS FROM PLAN SET / / SOUTH SIDE IMPROVEMENTS SITE PLAN AMENDMENT 3 MODIFIED NOTES PER ALBERMARLE COUNTY PLANNING AND ACSA COMMENTS RU 11/13/14 ENGINEERS DRAWN BY: i� SURVEYORS KTM ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: 4 MODIFIED GRILL BUILDING OUTLINE PER ARCHITECTURAL PLANS RU 12/018/14 PLANNERS TITLE: Lic. No. -267 i D�HR er: COVER SHEET C -1 o �� DMJ SHEET NUMBER: PO Box 4119 3040 Avemore Square PI. •• Lynchburg VA 245W Charon ,��.�A�z��� WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: "' ONAll `��� Phone: 434 ,16.6080 Phone 434.98A2700 214045.03 404503C_CS.dwg CIVIL H� IAA 08108114 1 Of 16 T� wm�w.wti ...... lates n -t NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE 40+00014 , � 1e an 3 I 2 �I 0 0 i c a� v c a� E Q c 0 a. c`n v 0 w v► c_ L2 0 0 V_ N U V c 0 a c L2 O �l- i , GENERAL CONSTRUCTION NOTES FOR SITE PLANS (SOURCE: ALBEMARLE COUNTY ENGINEERING & PUBLIC WORKS POLICIES) 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR, THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. 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. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE 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 III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS (SOURCE: ALBEMARLE COUNTY ENGINEERING & PUBLIC WORKS POLICIES) 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE - CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES 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 SEDIMENT REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE 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 EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 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 NECESSARY REPAIRS FOR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE 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 ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13 -301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOA.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 BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE 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 PLAN 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 THE CURRENT EDITION Of THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1 -800- 552 -7001) PRIOR TO BEGINNING CONSTRUCTION. 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). MISGEL L ANEOUS NOTES 1. BASED ON GRAPHIC DETERMINATION, THE PROPERTY DESCRIBED HEREON LIES WITHIN FLOOD ZONE "X ", AREAS OUTSIDE OF THE 0.2X ANNUAL CHANCE FLOODPLAIN, AS DETERMINED BY THE UNITED STATES FEDERAL EMERGENCY MANAGEMENT AGENCY, AND AS SHOWN ON THE FLOOD INSURANCE RATE MAP (FIRM) NUMBERS 51003CO260D AND 51003CO266D WITH EFFECTIVE DATES OF FEBRUARY 4, 2005. 2. THIS PROPERTY IS SERVED BY PUBLIC WATER AND SEWER THROUGH ALBEMARLE COUNTY SERVICE AUTHORITY. 3. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION. 4. THE COORDINATES AND ELEVATIONS SHOWN ARE TIED TO THE STATE PLANE COORDINATE SYSTEM. 5. HORIZONTAL DATUM: ASSUMED 6. VERTICAL DATUM: NAVD 88 1 1 REVISED ACSA AND UTILITY NOTES. T►v[ea SHEET REVISION RU 1 10/3/14 BY I DATE 1 NO. GENERAL UTILITY NOTES 1. CONTACT MISS UTILITY AT 1- 800 - 552 - 7001 48 HOURS PRIOR TO ANY GRADING OR DIGGING TO HAVE UNDERGROUND UTILITIES MARKED. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION. 2. ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN TAKEN FROM AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO DIG TEST PITS IN ADVANCE OF TRENCHING IN ORDER TO DETERMINE THE EXACT LOCATION AND ELEVATION AT CROSSINGS. IF A CONFLICT IS, DISCOVERED, NOTIFY WW ASSOCIATES AT (434) 984 -2700. PRIOR TO BEGINNING INSTALLATION OF UTILITIES, CONTRACTOR SHALL VERIFY INVERTS AT ALL CONNECTIONS WITH EXISTING UTILITIES PRIOR TO PURCHASING OR ORDERING ANY PRECAST STRUCTURES. 3. ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY FIRE MARSHAL PRIOR TO FINAL APPROVAL BY THE COUNTY AND ARE TO BE INSTALLED ACCORDING TO COUNTY STANDARDS. 4. ALL BLASTING REQUIREMENTS TO INSTALL UTILITIES SHALL REQUIRE A PERMIT AND SHALL BE PERFORMED IN ACCORDANCE WITH THE ALBEMARLE COUNTY STANDARDS AND THE PROJECT SPECIFICATIONS. 5. ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT SPECIFICATIONS SECTION 302 AND SECTION 232 AND AS SPECIFIED ON THE DRAWINGS. 6. THE CONTRACTOR IS REQUIRED TO PERFORM ALL TESTS REQUIRED BY THE COUNTY, ALBEMARLE COUNTY SERVICE AUTHORITY, AND RIVANNA WATER AND SEWER AUTHORITY TO SECURE ACCEPTANCE OF ALL UTILITIES. 7. ALL CONCRETE USED IN UTILITY CONSTRUCTION SHALL BE 4000 PSI CONCRETE IN ACCORDANCE WITH VDOT SPECIFICATION SECTION 217. 8. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL BE MADE WITHIN FOUR FEET OF ANY FIRE HYDRANT. 9. ALL HYDRANT BRANCHES SHALL HAVE A MINIMUM COVER OF 3.0'. 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 BE LOCATED IN AN ACCESSIBLE LOCATION AND SHALL NOT BE INSTALLED UNDER EXISTING PIPING OR CLOSE TO OTHER FACILITIES. 12. WATER AND SEWER UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALBEMARLE COUNTY SERVICE AUTHORITY AND RIVANNA WATER AND SEWER AUTHORITY WATER AND SEWER CONSTRUCTION SPECIFICATIONS EXCEPT AS SPECIFIED IN GENERAL NOTE 13. 13. ALL PRIVATE WATERLINES SHALL BE PVC SCHEDULE 40. 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 WHEN WATERLINE IS INSULATED. USE 1/2" THICK THERMA -CEL PIPE INSULATION IN 3'x4' SHEETS AS MANUFACTURED BY NOMACA, INC. 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 THE LID. BLIND TAPS OR PLUGS SHALL BE PROVIDED TO PREVENT DEBRIS FROM ENTERING THE BOX PRIOR TO METER INSTALLATION. 18. CERTIFICATION THAT 95X 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 GEOTECH. THE CERTIFICATION SHALL STATE THE EXACT AREA THAT THE CERTIFICATION APPLIES TO. 19. CONTRACTOR SHALL BE INFORMED AND SHALL COMPLY WITH THE VIRGINIA OVERHEAD HIGH VOLTAGE LINE SAFETY ACT. ANY COSTS TO COVER LINES OR DISCONNECT SERVICE TO NEARBY POWER LINES SHALL BE AT THE CONTRACTOR'S EXPENSE 20. CONTRACTOR SHALL COMPLY WITH NO LEAD REGULATIONS FOR WATER INFRASTRUCTURE. 21. ALL JOINTS ON PROPOSED WATERLINE SHALL BE RESTRAINED PER MANUFACTURERS RECOMMENDATIONS AND INSTRUCTIONS AND PER ACSA STANDARDS AND SPECIFICATIONS. SITE PLAN NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO ALBEMARLE COUNTY AND VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS. 2. CONTRACTOR TO VERIFY FIELD CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY OWNER AND ENGINEER IMMEDIATELY OF ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND APPROVED PLAN. 3. EXISTING MANHOLE FRAMES AND COVERS AND VALVE BOXES AND COVERS TO REMAIN SHALL BE ADJUSTED OR RECONSTRUCTED, AS NECESSARY, TO MATCH FINISHED GRADES. 4. ALL INTERNAL STREETS AND PARKING AREAS ARE TO BE PRIVATELY OWNED AND MAINTAINED, EXCEPT WHERE OTHERWISE NOTED. 5. EARTH SWALES AND STORM SEWER CONNECTIONS SHALL BE CONSTRUCTED IMMEDIATELY FOLLOWING CLEARING AND GRUBBING. 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 JUSTICE ON SEPT. 15, 2010, OR THE LATEST EDITION. 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 LATEST ADA STANDARDS AT NO ADDITIONAL COST TO THE OWNER. SHEET REVISION DATE COORDINATION NOTES 1. THE CONTRACTOR SHALL OBTAIN THE FOLLOWING PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS: ALBEMARLE COUNTY LAND DISTURBANCE PERMITS, VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) GENERAL PERMIT, AND ALBEMARLE COUNTY BUSINESS LICENSE. CONTRACTOR SHALL PROVIDE ALL NECESSARY FORMS AND FEES FOR OBTAINING THE PERMITS, INCLUDING APPLICATION FEES AND REQUIRED BONDING COSTS. 2. ANY TIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC. ARE RECORDED /OBTAINED PRIOR TO THE START OF ANY CONSTRUCTION. 4. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISTING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED, INCLUDING UTILITY POLES. 5. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIRED BY ALBEMARLE COUNTY CODE. 6. CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS AS SPECIFIED BY THE CORPS OF ENGINEERS AND /OR VA DEPARTMENT OF ENVIRONMENTAL QUALITY. 7. VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) GENERAL PERMIT. PREPARE STORMWATER POLLUTION PREVENTION PLAN, SECURE VSMP PHASE I LAND CLEARING GENERAL PERMIT AND PAY PERMIT APPLICATION FEE TO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ). CONTACT DEQ - RICHMOND FOR ADDITIONAL INFORMATION. TELEPHONE NUMBER: (804) 698 -4000. GENERAL NOTES 1. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. 2. ALL STREETS OUTSIDE PUBLIC RIGHTS -OF -WAY ARE TO BE PRIVATELY OWNED AND MAINTAINED. 3. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES I.E., WATER, SEWER GAS, ELECTRIC, TELEPHONE, CABLE, ETC, ARE IN PLACE PRIOR TO CONSTRUCTION OF SUBBASE AND /OR (PAVING. 4. PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE, CABLE AND GAS WHICH SERVE THIS FACILITY SHALL BE LOCATED WITH A MINIMUM 5 FOOT SEPARATION FROM PUBLIC WATER MAINS AND SANITARY SEWER. 5. CUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. 6. ALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C -76, UNLESS INDICATED OTHERWISE ON PLANS. 7. ALL CONSTRUCTION SHALL COMPLY WITH OSHA SAFETY STANDARD FOR EXCAVATION 1926 PART P AND OTHER APPLICABLE OSHA REQUIREMENTS. 8. THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHALL BE IN ACCORDANCE WITH THE CURRENT APPROVED ALBEMARLE COUNTY SERVICE AUTHORITY'S GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ANY AMENDMENTS THEREOF AND THE STANDARDS AND SPECIFICATIONS OF VDOT. 9. SAFETY SLABS ARE REQUIRED IN ALL STRUCTURES GREATER THAN 12' IN HEIGHT. 10. SURFACE DRAINAGE: COMPLETELY DRAIN CONSTRUCTION SITE DURING PERIODS OF CONSTRUCTION TO KEEP SOIL MATERIALS SUFFICIENTLY DRY. PROVIDE TEMPORARY DITCHES, SWALES, AND OTHER DRAINAGE FEATURES AND EQUIPMENT AS REQUIRED TO MAINTAIN DRY SOILS. WHEN UNSUITABLE WORKING PLATFORMS FOR EQUIPMENT OPERATION AND UNSUITABLE SOIL SUPPORT FOR SUBSEQUENT CONSTRUCTION FEATURES DEVELOP, REMOVE UNSUITABLE MATERIAL AND PROVIDE NEW SOIL MATERIAL AS SPECIFIED IN THIS SECTION AT NO ADDITIONAL COST TO THE OWNER. 11. SUBSURFACE DRAINAGE: CONSIDER SITE SURFACE AND SUBSURFACE CONDITIONS, AVAILABLE SOIL, AND HYDROLOGICAL DATA. REMOVE WATER BY BENCHING, SUMP PUMPING, DEEP WELL PUMPING, OR OTHER METHODS TO PREVENT SOFTENING OF SURFACES EXPOSED BY EXCAVATION. USE FILTERS ON DEWATERING DEVICES TO PREVENT REMOVAL OF FINES FROM SOIL PROVIDE EROSION CONTROL AT OUTLET OR PIPING TO PREVENT EROSION. OPERATE DEWATERING SYSTEM CONTINUOUSLY UNTIL CONSTRUCTION WORK BELOW EXISTING WATER LEVELS IS COMPLETE. 12. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 13. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM( TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 14. ALL PIPES SHOWN AS HDPE ON PLANS SHALL CONFORM TO AASHTO M294 (TYPE S) SMOOTH WALL INTERIOR PIPE, MATERIAL AND INSTALLATION SHALL BE IN ACCORDANCE WITH VDOT ROAD AND BRIDGE STANDARDS AND ROAD AND BRIDGE SPECIFICATIONS. 15. EROSION AND SEDIMENT 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. 16. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTTCAL). WHERE REASONAIBLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED). 17. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE "MANUAL FOR UNIFORM TRAFFIC (CONTROL DEVICES ". 18. ALL EXCAAVA11ON FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 19. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AFFECTING HIS WORK INCLUDING EXISTING TOPOGRAPHY. IF THERE ARE ANY DISCREPANCIES WITH WHAT IS SHOWN ON THE CONSTRUCTION DRAWINGS OR TOPOGRAPHIC SURVEY PLAN, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER IN ORDER TO DETERMINE THE COURSE OF ACTION NECESSARY TO CORRECT FOR SUCH DISCREPANCY. FAILING TO N011FY THE OWNER AND SECURING SUCH INSTRUCTION, THE CONTRACTOR WILL BE CONSIDERED TO HAVE PROCEEDED AT THEIR OWN RISK AND EXPENSE. TH OI, - 11000i v Lic. No. _267 Q, EX. SYMBOL LEGEND NEW -0 BENCHMARK /FFE �0 c BOLLARD o O BORE HOLE O ❑ BUILDING COLUMN ❑o UGE BUSH © CABLE BOX CEMETERY m CONIFEROUS TREE Ilk- DECIDUOUS TREE 0 DRAINAGE INLET GRATE DRILL HOLE 0 t� ELECTRIC PANEL BOX (�f ❑E ELECTRIC PEDESTAL EE D ELECTRIC TRANSFORMER 0 V ELECTRIC MAN HOLE Q FIRE HYDRANT FLAG POLE © GAS MAN HOLE GM GAS METER GM D4 GAS VALVE © GENERATOR UG GROUND LIGHT 44 GUY POLE -0 HANDICAPPED PARKING (k ❑Fi HEAT PUMP ❑N 00 IRON PIN 0 LIGHT POLEC MAILBOX MONITORING WELL O MONUMENT FOUND MONUMENT SET El 8 PANEL POINT 8 POWER METER 0 POWER POLE 0 0 0 ROAD SIGN SANITARY CLEAN OUT OS SANITARY SEWER MAN HOLE 0 S�P SIAMESE CONNECTION , SIGN SPRINKLER HEAD 0 0 STORM DRAIN MAN HOLE OD 0 TRAFFIC LIGHT POLE TELEPHONE MAN HOLE Q ❑D TELEPHONE PEDESTAL -9- TELEPHONE POLE $ X TELEPHONE JUNCTION BOX 6m TEST PIT TP z TRAFFIC CONTROL BOX DI TRAFFIC JUNCTION BOX Fil Q TRAVERSE 0 19 UTILITY MARKER POST 0❑ co-D UTILITY POLE COL) O VENT PIPE 0 WO WATER MAN HOLE ATE WATER METER so X WATER VALVE wv 0 WELL O TT YARD GRATE 100.'14 gUlm- - - - R/W - - -R /W- - - - -R /W - - -R/W- OHCT OHCT UGCT UGCT OHT OHT UGT UGT OHE OHE GAS GAS w JDB TOB TOB DRAWN BY. KM PLANNERS OHE OHE AsSOCIATES UGE UGE SFM SFM SAN SAN OHU OHU UGU UGU W W LINETYPE LEGEND BUILDING OVERHEAD ADJACENT PROPERTY LINE ADJACENT RIGHT -OF -WAY BUILDING COLUMN BOUNDARY PROPERTY LINE BOUNDARY RIGHT -OF -WAY BUILDING SETBACK BUSH LINE CATV OVERHEAD CATV 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 NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL SYMBOLS SHOWN MAY NOT BE USED. I W,I - - - -R/W- - - -R /W- - - - -R /W - - TOB TOB W W PROJECT. FARMINGTON COUNTRY CLUB SOUTH SIDE IMPROVEMENTS SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA TITLE. GENERAL NOTES & LEGEND FILE NAME: DISCIPLINE: SCALE: DATE: 404503C_ND-1.dwg CIVIL H: N/A 08108114 V. N/A SET REV. NO. 4 DRAWING NUMBER: C -2 SHEET NUMBER: 2of16 �.,.. I DESIGNED BY. w JDB � ENGINEERS MR SURVEYORS DRAWN BY. KM PLANNERS DIHR BY: DMJ AsSOCIATES PO Box 4119 3040 Avemore Square PI. Lynchburg, VA 24502 Ch.d.lt lL,VA22911 Phones 434 316.6090 Phone. 4- 4.984.2700 w w.�,w s, oc;ale..n l WWA NUMBER: 214045.03 I W,I - - - -R/W- - - -R /W- - - - -R /W - - TOB TOB W W PROJECT. FARMINGTON COUNTRY CLUB SOUTH SIDE IMPROVEMENTS SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA TITLE. GENERAL NOTES & LEGEND FILE NAME: DISCIPLINE: SCALE: DATE: 404503C_ND-1.dwg CIVIL H: N/A 08108114 V. N/A SET REV. NO. 4 DRAWING NUMBER: C -2 SHEET NUMBER: 2of16 �.,.. I 3 'v N 2 UI 0 0 i c a� v c a� E Q c 0 as c� U U 0 c_ L2 0 0 er N r U U 0 L° N NO. EARTHWORK REQUIREMENTS DESIGNE 1. GENERAL SET REV. NO. WA ENGINEERS 1.1 DEFINITIONS SOUTH SIDE IMPROVEMENTS SITE PLAN AMENDMENT 4 1.1.1 HARD MATERIALS: WEATHERED ROCK, DENSE CONSOLIDATED DEPOSITS, OR CONGLOMERATE MATERIALS WHICH ARE NOT INCLUDED IN THE DEFINITION OF "ROCK" BUT WHICH USUALLY ALBEMARLE COUNTY, VIRGINIA REQUIRE THE USE OF HEAVY EXCAVATION EQUIPMENT, RIPPER TEETH, OR JACK HAMMERS FOR REMOVAL. 1.1.2 ROCK: SOLID HOMOGENEOUS INTERLOCKING CRYSTALLINE MATERIAL WITH FIRMLY CEMENTED, LAMINATED, OR FOLIATED MASSES OR CONGLOMERATE DEPOSITS, NEITHER OF WHICH CAN BE PLANNERS REMOVED WITHOUT SYSTEMATIC DRILLING AND BLASTING, DRILLING AND THE USE OF EXPANSION JACKS OR FEATHER WEDGES, OR THE USE OF BACKHOE- MOUNTED PNEUMATIC HOLE DIHR BY: PUNCHERS OR ROCK BREAKERS; ALSO LARGE BOULDERS, BURIED MASONRY, OR CONCRETE OTHER THAN PAVEMENT EXCEEDING % CUBIC YARD IN VOLUME. REMOVAL OF HARD MATERIAL DMJ WILL NOT BE CONSIDERED ROCK EXCAVATION BECAUSE OF INTERMITTENT DRILLING AND BLASTING THAT IS PERFORMED MERELY TO INCREASE PRODUCTION. 1.1.3 COHESIVE MATERIALS: MATERIALS ASTM D 2487 CLASSIFIED AS GC, SC, ML, CL, MH, AND CH. MATERIALS CLASSIFIED AS GM AND SM WILL BE IDENTIFIED AS COHESIVE ONLY WHEN THE FINES HAVE A PLASTICITY INDEX GREATER THAN ZERO. FILE NAME: 1.1.4 COHESIONLESS MATERIALS: MATERIALS ASTM D 2487 CLASSIFIED AS GW, GP, SW, AND SP. MATERIALS CLASSIFIED AS GM AND Slut WILL BE IDENTIFIED AS COHESIONLESS ONLY WHEN THE Po Box 4 "`' 04OA,cmoe Lynchburg, VA 24502 Charloll II l, VA VA 2 2291t 911 Phonc. 434.316.6080 Phone 434.984.2700 FINES HAVE PLASTICITY INDEX OF ZERO. w\aw.,x associatcs ncl 1.2 CRITERIA FOR BIDDING 404503C-ND 1.2.1 BASE BIDS ON THE ELEVATIONS AS INDICATED. 08108114 1.2.2 ROCK EXCAVATION SHALL BE UNCLASSIFIED. ALL EARTHWORK EXCAVATION SHALL BE PERFORMED TO THE INDICATED ELEVATIONS. 1.2.3 BLASTING WILL BE PERMITTED ON THIS PROJECT AS SPECIFIED HEREIN. 1.2.4 REMOVE MATERIAL IN AN APPROVED MANNER, AND PROVIDE EXCAVATION SUPPORT STRUCTURES AS REQUIRED IN ACCORDANCE WITH THE U.S. ARMY CORPS OF ENGINEERS "SAFETY AND HEALTH REQUIREMENTS MANUAL," EM- 385 -1 -1, SECTION 25. 1.2.5 ROCK EXCAVATION, AS DEFINED HEREIN, MAY EXIST ON THIS PROJECT. ROCK EXCAVATION SHALL BE PERFORMED AS UNCLASSIFIED EXCAVATION TO THE INDICATED ELEVATIONS. 1.3 PROTECT EXISTING TREES AND OTHER VEGETATION INDICATED TO REMAIN IN PLACE AGAINST CUTTING, BREAKING, OR SKINNING OF ROOTS; SKINNING AND BRUISING OF BARK; SMOTHERING OF TREES BY STOCKPILING CONSTRUCTION MATERIALS OR EXCAVATED MATERIALS WITHIN DRIP LINE; EXCESS FOOT OR VEHICULAR TRAFFIC; OR PARKING OF VEHICLES WITHIN DRIP LINE. PROVIDE TEMPORARY FENCES, BARRICADES, OR GUARDS AS REQUIRED TO PROTECT TREES AND VEGETATION TO BE LEFT STANDING. 1.4 BURNING: SITE CLEARING DEBRIS MAY BE BURNED IF ALLOWED BY THE LOCAL FIRE DEPARTMENT. ALL BURNING RESIDUALS SHALL BE REMOVED FROM THE OWNER'S PROPERTY AND DISPOSED OF BY THE CONTRACTOR AT HIS EXPENSE IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS. 2. PRODUCTS 2.1 SOIL MATERIALS: FREE OF DEBRIS, ROOTS, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTIONABLE MATERIALS. THE MAXIIMUM PARTICLE DIAMETER SHALL BE ONE -HALF THE LIFT THICKNESS AT THE SPECIFIED LOCATION. THE MAXIMUM PARTICLE DIAMETER FOR PIPE BACKFILL MATERIAL LOCATED LESS THAN 1 -FOOT ABOVE THE PIPE CROWN SHALL BE 1 -INCH. 2.1.1 COMMON FILL: APPROVED, UNCLASSIFIED SOIL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTENDED LOCATION. 2.1.2 BACKFILL AND FILL MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, GMT, GC, SW, SP, SM, SC, ML, MH, CL WITH A MAXIMUM ASTM D 4318 LIQUID LIMIT OF 50, MAXIMUM ASTM D 4318 PLASTICITY INDEX OF 25. MOISTURE CONTENT SHALL BE WITHIN t3% AND IN ACCORDANCE WITH GEOTECHNICAL ENGINEER RECOMMENDATIONS. 2.1.3 SELECT MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. 2.1.4 PIPE BEDDING MATERIAL: VDOT NO. 57 COARSE AGGREGATE. 2.1.5 AGGREGATE FILL: VDOT NO. 5 OR NO. 57 COARSE AGGREGATE. 2.1.6 RIPRAP: CLASS I DRY RIPRAP AS DEFINED IN THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, SECTION 414, "RIPRAP ", UNLESS OTHERWISE NOTED. 2.2 BORROW: OBTAIN BORROW MATERIALS REQUIRED IN EXCESS OF THOSE FURNISHED FROM EXCAVATIONS FROM SOURCES OFF THE OWNER'S PROPERTY. PROVIDE AND SUBMIT SOIL CLASSIFICATION TESTING TO ENSURE BORROW MATERIALS MEET THE REQUIREMENTS OF THIS SPECIFICATION. 3. EXECUTION 3.1 CLEARING 3.1.1 REMOVE FROM THE SITE TREES, STUMPS, ROOTS, BRUSH, SHRUBS, DOWN TIMBER, ROTTEN WOOD, RUBBISH, OTHER VEGETATION, AS WELL AS FENCES AND INCIDENTAL STRUCTURES NECESSARY TO ALLOW FOR NEW CONSTRUCTION. 3.1.2 CLEARING WORK SHALL BE RESTRICTED TO AREA WITHIN "CONSTRUCTION LIMITS /LIMITS OF CLEARING" SPECIFIED IN THIS SECTION AND AS INDICATED ON THE DRAWINGS. 3.1.3 UNDISTURBED STUMPS AND ROOTS, A MINIMUM OF 5 FEET BELOW FINISHED GRADE AND NOT LOCATED UNDER OR WITHIN 10 FEET OF ANY STRUCTURE, MAY BE LEFT IN PLACE. TOPS OF STUMPS LEFT IN PLACE SHALL NOT BE MORE THAN 6 INCHES ABOVE ORIGINAL GRADE. 3.2 GRUBBING 3.3.1 GRUB AREAS WITHIN AND TO A POINT 10 FEET OUTSIDE OF ALL STRUCTURES, AREAS TO RECEIVE FILL WHERE FINISHED GRADE WILL BE LESS THAN 3 FEET ABOVE EXISTING GRADE, CUT AREAS WHERE FINISHED GRADE WILL BE LESS THAN 2 FEET BELOW EXISTING GRADE, TRANSITIONAL AREAS BETWEEN CUT AND FILL, AND ANY AREA TO RECEIVE CONTROL FILL. 3.3.2 REMOVE FROM THE GROUND TO A DEPTH OF 24 INCHES ALL STUMPS, ROOTS % -INCH DIAMETER AND LARGER, ORGANIC MATERIAL, AND DEBRIS. 3.3.3 USE ONLY HAND METHODS FOR GRUBBING INSIDE THE DRIP LINES OF TREES THAT ARE TO REMAIN. 3.4 CONSTRUCTION /CLEARING LIMITS 3.4.1 THE CONTRACTOR SHALL NOT DISTURB ANY AREAS OUTSIDE THE CONSTRUCTION LIMITS INDICATED ON THE DRAWINGS WITHOUT EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. 3.4.2 NO CLEAR - CUTTING OF TIMBER SHALL BE PERMITTED WITHIN THE CONSTRUCTION LIMITS. THE CONTRACTOR SHALL MAKE SELECT CUTTING OF TREES, TAKING THE SMALLEST TREES FIRST, THAT ARE MANDATORY FOR THE CONSTRUCTION OF THE UTILITY LINE. THE ENGINEER'S DECISION SHALL BE FINAL ON DETERMINATION OF WHICH TREES ARE TO BE CUT. 3.5 CLEAN UP DEBRIS RESULTING FROM SITE CLEARING OPERATIONS CONTINUOUSLY WITH THE PROGRESS OF THE WORK. 3.6 REMOVE DEBRIS FROM THE SITE IN SUCH A MANNER AS TO PREVENT SPILLAGE. KEEP PAVEMENT AND AREAS ADJACENT TO SITE CLEAN AND FREE FROM MUD, DIRT, AND DEBRIS AT ALL TIMES. 3.7 SURFACE PREPARATION 3.7.1 STRIPPING: STRIP EXISTING TOPSOIL, WHEN PRESENT, TO A DEPTH OF 6 INCHES WITHOUT CONTAMINATION BY SUBSOIL MATERIAL. STOCKPILE TOPSOIL SEPARATELY FROM OTHER EXCAVATED MATERIAL AND LOCATE CONVENIENT TO FINISH GRADING AREA. 3.7.2 UNSUITABLE MATERIAL: REMOVE UNSUITABLE SOIL MATERIALS, WASTE MATERIAL, VEGETATION, DEBRIS, DECAYED VEGETABLE MATTER, SOD, AND MULCH FROM THE CONSTRUCTION SITE. DISPOSE OF THE UNSUITABLE MATERIAL OFF THE OWNER'S PROPERTY IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS. 3.8 PROTECTIONS 3.8.1 PROTECTION SYSTEMS: PROVIDE SHORING, BRACING, AND SHEETING AS REQUIRED IN ACCORDANCE WITH THE U.S. ARMY CORPS OF ENGINEERS "SAFETY AND HEALTH REQUIREMENTS MANUAL," EM- 385 -1 -1, SECTION 25. SHEETING AND SHORING DESIGN SHALL BE SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN VIRGINIA. 3.8.2 SITE DRAINAGE: PROVIDE FOR THE COLLECTION AND DISPOSAL OF SURFACE AND SUBSURFACE WATER ENCOUNTERED DURING CONSTRUCTION. 3.8.2.1 SURFACE DRAINAGE: COMPLETELY DRAIN THE CONSTRUCTION SITE DURING PERIODS OF CONSTRUCTION TO KEEP SOIL MATERIALS SUFFICIENTLY DRY. PROVIDE TEMPORARY DITCHES, SWALES, AND OTHER DRAINAGE FEATURES AND EQUIPMENT AS REQUIRED TO MAINTAIN DRY SOILS. WHEN UNSUITABLE WORKING PLATFORMS FOR EQUIPMENT OPERATION AND UNSUITABLE SOIL SUPPORT FOR SUBSEQUENT CONSTRUCTION FEATURES DEVELOP, REMOVE UNSUITABLE MATERIAL AND PROVIDE NEW SOIL MATERIAL AS SPECIFIED IN THIS SECTION AT NO ADDITIONAL COST TO THE OWNER. SHEET REVISION BY I DATE I NO. SHEET REVISION BY I DATE TH Or -P f� v Lic. No. r- 67 Q. EARTHWORK REQUIREMENTS CONT'D 3.8.2.2 SUBSURFACE DRAINAGE: CONSIDER SITE SURFACE AND SUBSURFACE CONDITIONS, AVAILABLE SOIL, AND HYDROLOGICAL DATA. REMOVE WATER BY BENCHING, SUMP PUMPING, DEEP WELL PUMPING, OR OTHER METHODS TO PREVENT SOFTENING OF SURFACES EXPOSED BY EXCAVATION. USE FILTERS ON DEWATERING DEVICES TO PREVENT REMOVAL OF FINES FROM SOIL. PROVIDE EROSION CONTROL AT THE OUTLET OF PIPING TO PREVENT EROSION. OPERATE DEWATERING SYSTEM CONTINUOUSLY UNTIL CONSTRUCTION WORK BELOW EXISTING WATER LEVELS IS COMPLETE. 3.9 EXCAVATION 3.9.1 EXCAVATE TO THE ELEVATIONS AND DIMENSIONS INDICATED AND AS SPECIFIED IN THIS SECTION. REUSE EXCAVATED MATERIALS THAT MEET THE SPECIFIED REQUIREMENTS FOR THE MATERIAL TYPE REQUIRED AT THE INTENDED LOCATION. WHEN SOIL NOT MEETING THE REQUIREMENTS SPECIFIED IN THIS SECTION ARE ENCOUNTERED DURING EXCAVATION, REMOVE THE UNSUITABLE SOIL MATERIAL AND REPLACE WITH SELECT MATERIAL AS SPECIFIED IN THIS SECTION. REMOVAL AND DISPOSAL OF UNSUITABLE SOIL MATERIAL AND PLACEMENT AND COMPACTION OF SELECT MATERIAL SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. 3.9.2 KEEP EXCAVATIONS FREE FROM WATER. EXCAVATE SOIL DISTURBED OR WEAKENED BY THE CONTRACTOR'S OPERATIONS, AND SOILS SOFTENED OR MADE UNSUITABLE FOR SUBSEQUENT CONSTRUCTION DUE TO EXPOSURE TO WEATHER. REFILL WITH SELECT MATERIAL AND COMPACT TO 95% OF ASTM D 698 MAXIMUM DENSITY. UNLESS SPECIFIED OTHERWISE, REFILL EXCAVATIONS CUT BELOW INDICATED DEPTH WITH SELECT MATERIAL AND COMPACT TO 95% OF ASTM D 698 MAXIMUM DENSITY. SIDE SLOPES WHEN ALLOWED SHALL BE PROTECTED WITH 6 -MIL POLYETHYLENE SHEETING. 3.9.3 PIPE TRENCHES: EXCAVATE TO THE DIMENSIONS INDICATED AND AS SPECIFIED HEREIN. TRENCHES IN PUBLIC ROADWAYS SHALL BE EXCAVATED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. WHERE ROCK IS ENCOUNTERED, EXCAVATE AND REMOVE ROCK TO A MINIMUM DEPTH OF 6 INCHES BELOW THE PIPE INVERT. GRADE BOTTOM OF TRENCHES TO PROVIDE UNIFORM SUPPORT FOR EACH SECTION OF PIPE AFTER PIPE BEDDING PLACEMENT. 3.9.4 UNSUITABLE SUBGRADE SOIL MATERIALS: SUBGRADES WHICH ARE DETERMINED TO BE UNSUITABLE FOR BEARING NEW EQUIPMENT, STRUCTURES, OR PIPING, SHALL HAVE THE UNSUITABLE SUBGRADE SOIL MATERIALS REMOVED AND DISPOSED OF, AND REPLACED WITH SELECT MATERIAL AT NO ADDITIONAL COST TO THE OWNER. 3.10 FILLING AND BACKFILLING: FILL AND BACKFILL TO ELEVATIONS AND DIMENSIONS INDICATED. COMPACT EACH LIFT BEFORE PLACING OVERLAYING LIFT. 3.10.1 COMMON FILL PLACEMENT: PROVIDE FOR GENERAL SITE, IN GREEN OPEN SPACE AREAS. PLACE IN 6 -INCH LIFTS. COMPACT AREAS NOT ACCESSIBLE TO ROLLERS OR COMPACTORS WITH MECHANICAL HAND TAMPERS. AERATE MATERIAL EXCESSIVELY MOISTENED BY RAIN TO A SATISFACTORY MOISTURE CONTENT. PROVIDE A SMOOTH FINISH SURFACE BY BLADING, ROLLING WITH A SMOOTH ROLLER, OR BOTH. 3.10.2 BACKFILL AND FILL MATERIAL PLACEMENT: PROVIDE FOR UNDER PAVEMENT, BUILDINGS & OTHER STRUCTURAL COMPONENTS. PLACE IN 6 -INCH LIFTS. PLACE BACKFILL MATERIAL ADJACENT TO STRUCTURES AS THE STRUCTURAL ELEMENTS ARE COMPLETED AND ACCEPTED. BACKFILL AGAINST CONCRETE ONLY WHEN APPROVED. PLACE AND COMPACT MATERIAL TO AVOID LOADING UPON OR AGAINST STRUCTURES. PLACE BACKFILL AND FILL MATERIALS TO 5 FEET OUTSIDE OF STRUCTURES. 3.10.3 SELECT MATERIAL PLACEMENT: PROVIDE UNDER ALL STRUCTURES AND CONCRETE SLABS IN TOP 6 INCH. SELECT MATERIALS SHALL BE PROVIDED FROM APPROVED BORROW AREAS. IN ADDITION, PROVIDE STONE WHERE INDICATED ON THE DRAWINGS. PLACE IN 6 -INCH LIFTS. BACKFILL ADJACENT TO STRUCTURES SHALL BE PLACED AS STRUCTURAL ELEMENTS ARE COMPLETED AND ACCEPTED. BACKFILL AGAINST CONCRETE ONLY WHEN APPROVED. PLACE AND COMPACT MATERIAL TO AVOID LOADING UPON OR AGAINST STRUCTURES. 3.10.4 TRENCH BACKFILLING: BACKFILL AS RAPIDLY AS CONSTRUCTION, TESTING, AND ACCEPTANCE OF WORK PERMITS. PLACE AND COMPACT INITIAL BACKFILL AND BACKFILL MATERIALS IN 6 -INCH LIFTS TO THE TOP OF THE TRENCH. TRENCHES IN PUBLIC ROADWAYS SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. 3.10.5 BEDDING REQUIREMENTS: EXCEPT AS SPECIFIED OTHERWISE IN THE INDIVIDUAL PIPING SECTIONS, PROVIDE BEDDING FOR BURIED PIPING IN ACCORDANCE WITH AWWA C600, TYPE 4, EXCEPT AS SPECIFIED HEREIN. PLASTIC PIPING SHALL HAVE BEDDING MATERIAL FROM BENEATH THE PIPE INVERT TO THE SPRING LINE OF THE PIPE. PROVIDE A MINIMUM BEDDING DEPTH OF 4 INCHES BENEATH THE PIPE INVERT. WHERE ROCK IS ENCOUNTERED, PROVIDE A MINIMUM BEDDING DEPTH OF 6 INCHES BENEATH THE PIPE INVERT. 3.11 COMPACTION: EXPRESSED AS A PERCENTAGE OF MAXIMUM DENSITY. DETERMINE IN -PLACE DENSITY OF THE EXISTING SUBGRADE; IF REQUIRED DENSITY EXISTS, NO COMPACTION OF THE EXISTING SUBGRADE WILL BE REQUIRED. 3.11.1 GENERAL SITE: COMPACT UNDERNEATH AREAS DESIGNATED FOR VEGETATION AND AREAS OUTSIDE THE 10 -FOOT LINE OF STRUCTURES TO 98% OF ASTM D 698. 3.11.2 STRUCTURES AND CONCRETE SLABS: COMPACT TOP 12 INCHES OF SUBGRADE TO 98% OF ASTM D 698. COMPACT FILL, BACKFILL, AND SELECT MATERIALS TO 98% OF ASTM D 698. 3.11.3 PIPE TRENCHES: COMPACT FILL, BACKFILL, AND SELECT MATERIALS PLACED IN PIPE TRENCHES TO 98% OF ASTM D 698. 3.11.4 ADJACENT AREAS: COMPACT AREAS WITHIN 10 FEET OF STRUCTURES TO 98% OF ASTM D 698. 3.11.5 PAVED AREAS: COMPACT TOP 12 INCHES OF SUBGRADE TO 98% OF ASTM D 698. COMPACT FILL, BACKFILL, AND SELECT MATERIALS TO 98% OF ASTM D 698. IN ADDITION TO THE SPECIFIED COMPACTION REQUIREMENTS, FILL AND BACKFILL MATERIALS SHALL BE COMPACTED TO DEVELOP A CALIFORNIA BEARING RATIO (CBR) OF 10. 3.12 RIPRAP: RIPRAP SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 414, "RIPRAP." GEOTEXTILE FABRIC SHALL BE PLACED UNDER ALL RIPRAP. 3.13 DISPOSITION OF SURPLUS MATERIAL: WASTE UNSUITABLE SOIL MATERIALS OFF THE OWNER'S PROPERTY AS DIRECTED BY THE OWNER AND WW ASSOCIATES IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. 3.14 FIELD QUALITY CONTROL: THE CONTRACTOR SHALL EMPLOY AN INDEPENDENT TESTING FIRM TO PROVIDE ALL SOIL TESTING REQUIRED FOR THIS PROJECT. 3.14.1 SAMPLING: TAKE THE NUMBER AND SIZE OF SAMPLES REQUIRED TO PERFORM THE FOLLOWING TESTS. 3.14.2 TESTING: PERFORM ONE OF EACH OF THE REQUIRED TESTS FOR EACH MATERIAL USED. PROVIDE ADDITIONAL TESTS FOR EACH SOURCE CHANGE AND AS REQUESTED BY WW ASSOCIATES. 3.14.2.1 FILL AND BACKFILL: TEST FILL AND BACKFILL MATERIAL IN ACCORDANCE WITH ASTM C 136 FOR CONFORMANCE TO ASTM D 2487 GRADATION LIMITS; ASTM D 1140 FOR MATERIAL FINER THAN THE NO. 200 SIEVE; ASTM D 423 FOR LIQUID LIMIT AND ASTM D 424 FOR PLASTIC LIMITS; ASTM D 698 OR ASTM D 1557 FOR MOISTURE DENSITY RELATIONS, AS APPLICABLE. 3.14.2.2 SELECT MATERIAL: TEST SELECT MATERIAL IN ACCORDANCE WITH ASTM C 136 FOR CONFORMANCE TO ASTM D 2487 GRADATION LIMITS; ASTM D 1140 FOR MATERIAL FINER THAN THE NO. 200 SIEVE; ASTM D 698 OR ASTM D 1557 FOR MOISTURE DENSITY RELATIONS, AS APPLICABLE. 3.14.2.3 DENSITY TESTS: TEST SOIL DENSITY IN ACCORDANCE ASTM D 2922' AND ASTM D 3017. TEST EACH LIFT AT RANDOMLY SELECTED LOCATIONS EVERY 500 SQUARE FEET OF EXISTING GRADE IN FILLS FOR STRUCTURES AND CONCRETE SLABS, EVERY 500 SQUARE FOR OTHER FILL AREAS, EVERY 1,000 SQUARE FEET OF SUBGRADE IN CUT, AND EVERY 250 LINEAR FEET FOR PIPE LINE INSTALLATION (MINIMUM ONE TEST PER PIPE LINE), AND ADDITIONAL TESTS AS REQUESTED BY WW ASSOCIATES. ALL EARTHWORK AND SITE WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. P :9- "I 1,,, +,1 DESIGNE PROJECT: FARMINGTON COUNTRY CLUB SET REV. NO. WA ENGINEERS JDB: SOUTH SIDE IMPROVEMENTS SITE PLAN AMENDMENT 4 SURVEYORS DRAWN BY: ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: KTM TITLE: GENERAL EARTHWORK NOTES PLANNERS C-3 DIHR BY: AsSOCIATES DMJ SHEET NUMBER: WWA NUMBER: FILE NAME: DISCIPLINE: „' CIVIL SCALE: H: N/A DATE: Po Box 4 "`' 04OA,cmoe Lynchburg, VA 24502 Charloll II l, VA VA 2 2291t 911 Phonc. 434.316.6080 Phone 434.984.2700 3 16 w\aw.,x associatcs ncl 214045.03 404503C-ND V. N/A 08108114 of P :9- "I 1,,, +,1 a 3 '0 I U� O of O .d. c E v c a� E c 0 a 2 tip U U c 0 v+ c_ t° 0 v- 0 N / U U c 0 an c_ 0 �t- N / Q� 3 '0 N I v� 0 d- 0 1* c a� E c a� E c 0 o. a� cis U U c 0 a ,c L2 0 et- 0 N U to U 0 o� N i 646,4 646.37 / '�4 644. 2 3 + 640.58 646.71 T / 6 2,19 +63 642 O + 640.05 82 ' /y F / YD'r, 64292 / TOFj° 636.68 �; EE BOX T �Sqy INV. 633,46 64651 TC �! - 39.18 ' 0 J- /643.02 `& OR /� 63 637.58 / 0 /I/ PLA TER T 1 � � O 45 + 64P7 + 6394 ,i 39 � 643.48 C 43.64 63933 T \ + 643.46 ' BRICK I TEE BOX STEPS 63� TS 643.16 / 642 60 -0 44 CA 40 49 49 CO TO 6 0.26 10 APPROX, PIPE 3 R/ 5 k 629.53 x +63008 628, 8 C� - BRICK INACCESSIBLE F 9.58 PER��RR}GTBid- �O w 1 638.27 634.65 6 33.6 6 -�„ n0� / + 628,47 + 628 10 /628 MAINTENANCE 627,69 T E H z J 635�� 9 632 2 I CO � 627.78+ 6 0.2 __ J 634.35 APPROXIMATE LOC TION OF ASPHALT 627..92 628,86 { 629.25 / O + 63 34 TW T 63 .26 ` + 634��4 634.83 z Y SEWER -LINE AS II PARKING TO o O GR T 629.56 UP / 6 4,83 Y ARMINGTON +627,58 X / / t, �_ 634.20 MAN EN N 627.73 1 STO TONE 6 0 27.68 FOC D F M ( 23 629.49 629. 26.86 F 630.7 627.3 627.27 G L C RT S O O + 633.69 \ ICV F C 63 .19 T 6 0 L 627.11 + 62 6 THRESH BRICK PATIO P34 ROCK WALL Oz F '7.15 O 630,21 + 6 1 628.67 c / 41 633.91 633.74 6 4" 22 6 9 627 MA TC C� 627.63 628. FF 2 .3 I 1 112 STO TO SSMH 628. 8L OC B2 2 BW FOC93 ICV 627.76 FRAME & 63363 �6�200� PVC 28,0 6 6 626. 4 LP 626.51 YH ~ ' ( BUILDING O 630.85 625 C7 TO 26,79 + 6 .10 1 - 462PVC T 6 9 9 8 41� gW x \�2 O OCK APPROXIMATE LOCA ON l I\ 627 6 4 _ 629.06 + 626,63/ 63 1 37S CA64 626 06 3 1 626.34 WALL OF WATERLINE PER - ` H R E S LK 628.64 10" C TO 62 . 7 ( FARMINGTON MAINTENA E / 3 � t .630.08 ,34,38 2 CM II 4.61 FO 6 46 625,22 CO +628.75 SMH 626, 626. 3 FOC % 627. 5 I1 OP 625.13 TO TC / n LATE ' J 625.27 34 2 TO 30.56 7 625 1 625.20 T 6 .40 P TIO 628.53 l S �/ 6 5.53 25.69 + 625 628.41 632.85 8"/TC / S 624 FOC W FOC �� T RESH 13 /WV 624.63 624.99 625.32 24 83 Y�} 6 A9 / 628.52 6 8. ; - ~ / 0 I = 621. 8 TC oPB ASPHALT SNITARY SEWE 624.20 ' 63 .15 + 630.84 TD/ / PARKING +624.43 R LINE (P) _ S -- /�1i III \ O `r� 1� 2 0 3 /10 628.20 I TOP y ( WOODS _ W0� 1 I l DESIGNED BY: PROJECT: FARMINGTON COUNTRY CLUB SET REV. No. 3 , JH 01, f � JDB ENGINEERS DRAWN BY: SOUTH SIDE IMPROVEMENTS SITE PLAN AMENDMENT 4 SURVEYORS KTM ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: PLANNERS DIHR BY. TITLE. EXISTING CONDITIONS & DEMOLITION PLAN C -5 Lic. No. _267 � �` DMJ w SHEET NUMBER: po Box 4i i � 3040 Avemoic Square 119 Pi. DISCIPLINE: SCALE: DATE: 12/7 l'� �� Ly�ci�eLug,vOaso1 Cha��i�«es��ii�.VP'.���11 WWA NUMBER: FILE NAME: oNA1 + p,,onc: 434.3-w6 o ctatc�.: t ysa.a�oo 214045.03 404503C-EX CIVIL V_ NIA 0' 08108/14 5 01= 6 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE 1 c Cn 3 'O I Ui n 0 O c v E v c a� E Q c 0 a a� t W U U c 0 o. c_ 0 Sri 0 �r N U U c 0 o► c E 0 N ZE ? - -, O N au EL 3 v Ki 2 UI O d' O �t Q c 0 a U U c o� L2 O �i �I- O N U U c 0 c CV r E= T R 4 T T 1c T G> _ . i L rv. }N'_ :s T i� 2`� f `. iti i r r: y ,_ATE- L iy fi- L } 9 (' I a E D `5- I .? r CtIL� "'Ff E7 c_ _- .x ._: "F ,.3.'�`,� {i 1"N Ear L. A "t17 7ls� D-1 r 7H E ED R T E. 1 N E E A ire N. H L'L B ;. _.._tn J A'w Pl' 1 _ F..?s_i1L .BEEF HC, ti.. ,'.11 . C ..:_ C6f... r';PP __, _L2 �- ., t��r.i,a ia,. ���� "�,F •�i... i P1. 1 =.. HE_ € F f(_;h,A;",1.. k R,'_)tA T I r_ `Rl. i-I'.. -R-,, f'1 ..a F t F[ ..ti , tL„ REF rF 9 1 r11,1 I THE[ t 1 �,­1 a THEI CH. H s. F E TH F F +:,.-,rI. E€ 1 w r N `,' ET C 7t!L REF H HALL BF TbitPI( _-AL FIRE HYL)R'ANT A_Sfit.EMBLY DETAIL. N.T.�•. _FJ _ 01'.t . , T rs C I .0 P4..NT{� E `( L r {' i TED, E 6 ] �-” L _ i TI 1 �. C _ _? 13 .� L :]H b t PA E':"4, _:a. A F _. yE' -nT .2 td, j. vI T_ vAL,1F, a _. ARiid jr,RE _. NT 1"_1. ,,,,; - , 630 __ _ - - IP•,_ __ . _ �N _i -, TYPICAL -- - GATE VALVE NT 1"_1. ,,,,; - , 630 -- - — -- -- - - -- - - - GOOD FOUNDATION MATERIAL ROCKY FOUNDA__I__ION MATERIAL - -, pggggm R0110 -- - � ..._ 630 630 �._........... Y� N n -- - LO _ - - j° - Q r4t L M t'2 ✓ i,S.,Y INITIAL. BACKFII_ t - -- 630 Nil \1 J n4li� - - - =w {ti /s�s r ,fie 9 Lr4 =irk i -- -- 6" P > =DDING me 4„ - s T,� #68 STONE 620 - STA B I_ E SOIL ROC EK - -- - - 620 SCRAPE iIiE B(0FTOM GI TFIE_. IRENCH RLMCiVF. AL -L. ENTION- -O L€T ,.. o= STONES TO INSUP,.E THE PIPE DOESN'T REST ON ROCK AND __.. -_.._ THEN COMPACT THE 5011_ OR PROVIDE A /I` BEDDING OF b b 620 #68 STONE. - WITH!-4 ORIFICE - FOUNDATION IN POOR SOIL UNDER - CUT CONDITION - r t %i,.�\r"� .` s �� .r,z `� mil J 615 - - -- - - - -EXISTING- GRADE--- - - - -- -- - - -- -- - - 615 N NITIA BACII FILL tidy UNSTABLE 8 ;3 -- - SOIL W68 STONE d ° ME-GRANULAR FILL AS - NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE APPROVEi-) By ACSA FILE NAME: 404503C-ND 9 DISCIPLINE: CIVIL OR FROC )TABI E SOIL FOR A DECREASE OR AN INCREASE IN DEPTH. NO. STABLE SOIL OR Roc: BY J N 0 -i. E - BY ].NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES, 605 - -- _ - 2. NO ROCKS LARGER I HAN 6" iN ANY DIMENSION .SHALL BE ALLOWED - - - ABOVE THE INITIAL RACKPLL. �4 -- -- —THE INITIAL BACKFILL SHALL BE PLACED AND (= COMPACTED IN 6° LEFTS. 605 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED -- -4� - IN THE TRENCH. -v - of 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. 600 __ -_ _ DUG.TILE IRON WATER PIPE INSTALLATION & BEDDING NTS - -- _ 43.4 - LF - L.F. OF -1VEW FIC W -2 - -TOP__ OF- FACILITY F1) - 2 NT 1"_1. ,,,,; - , 630 - - -, - -- - 635 630 630 - - - - n -- - LO _ - - j° - 625 - -- 630 625 - - - =w - - - -- -- 625 4„ - 625 620 - -- - -- - - 620 - BIO STR�UCTUR ENTION- -O L€T ,.. o= N - __.. -_.._ - b b 620 - -- - WITH!-4 ORIFICE - - - - r i 615 - - -- - - - -EXISTING- GRADE--- - - - -- -- - - -- -- - - 615 -- -- -- - 610 d ° - NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE WWA NUMBER: 214045.03 FILE NAME: 404503C-ND 9 DISCIPLINE: CIVIL 610 FOR A DECREASE OR AN INCREASE IN DEPTH. NO. D,pDPD BY J - - -- - BY - - 605 - -- _ - - - - - - - -I �4 -- -- I 605 600 -- -4� - -v - of -_- 600 __ -_ _ 600 D.b D,b D 595 - -- _ 43.4 - LF - L.F. OF -1VEW - - - -TOP__ OF- FACILITY tORET _ ON �0 . -- - -- -- - - 595 � - by •, by 590 - - -- - 15 HDPE- 00.929� - _ - - - - - -- - - 590 - -1 585 - -- - - -- - -- - - - -- 590 585 - - 585 D b • c0 - - - - - - - 580 - - - - - � - - -- - � 580 - -- - - - � -- - - � 575 - - _ -- 5, f -{ -- ! by by by BASE -_ �- N - 570 -- - - -- - -- - 570 N -- 570 Lq '- - A • , ap • . o� �o - -- - - -- - -'' 565 565 + - Q - it ' -- -- n SUBBASE - -- 565 565 _- -- - -- _ 560 -- - - - - - -- - - -_ �I - -_ - - -- ACCEPTABLE ALTERNATIVE - - -rn - - - 1 a -- - -- -- - 560 - - J - - - - - !- 555 - 8 - - -- - - - -- REFERENCE - _- -- - 555 _ -� ROAD AND BRIDGE ST ANDARDS - -I 105 9 +50 10 +00 10 +50 11+00 11+50 12 +00 12 +50 PROFILE VIEW: NEW STORM NOTE: PROVIDE DEBRIS CAGE ON 4" ORIFICE. • UNLESS OTHERWIISE NOTED ON PLANS • SLOPE • NOTED ON PLANS �._ ` �X •�X •�X mil'.• �7��T►•�Z7 �Y.•�T t7 �Y� •�Y •X �Y�•�7 �X t7 �Y �7�•�7� R •�Y� •mil COMPACTED F SU- AD D• • 57 OR AGGREGATE SIDEWALK DETAIL NOT TO SCALE NOTES• 1. TO BE POURED VDOT CLASS A3 GENERAL CONCRETE. 2. DISTANCE BETWEEN SCORE LINE NOT TO EXCEED 5' IN LONGITUDINAL DIRECTION. 3. PROVIDE EXPANSION JOINT WITH 1/2" PREMOLDED FILLER EVERY 100' i / / / / //i 1.5" SM -9.5A ASPHALT 2.5" BM -25.OA ASPHALT p jw'jw 77e" so 6 VDOT 21 B ;WUMemill! epzk;�Sffl 11018 1 PAVE OVER PRIME AT • PAVE OVER PRIME AT • APPROVED SUBGRADE PARKING LOT PAVEMEVT—S-EC"'T•k-1 DETAIL NOT TO SCALE 635 - - - - - -- - 635 630 -- -- -- - - - - n -- - LO _ - - j° - - -- - - - -- 630 625 - - - =w - - - -- -- - 4„ - 625 620 - -- - -- - - -NEW GRADE---------- -- - -- 620 . __.. -_.._ -- _ - b b fXiS tNG GRADE_- - -- -- 615 D ° 3" (21" DEPTH) IN ORDER THAT THE BOTTOM DIHR BY: DMJ OF CURB WILL COINCIDE WITH THE TOP OF A 610 - -5�fr -F. Of -- -- 610 d ° HEK NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE WWA NUMBER: 214045.03 FILE NAME: 404503C-ND 9 DISCIPLINE: CIVIL SCALE: H: N/A V. NIA FOR A DECREASE OR AN INCREASE IN DEPTH. NO. D,pDPD BY DATE 5. CG -2 IS TO BE USED ON ROADWAYS MEETING O BY SURFACE 605 - -- - - -- - APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, - 605 600 -- -- - -_- 600 D.b D,b D p • p • 595 -. -- - - - 595 by •, by 590 - - -- - - - -- - 590 585 - D b • c0 - - - - A- 585 580 -� - - - - - � 580 in x/' �' op ap' • o - - - -- f 575 by by by BASE - 575 570 Lq '- - A • , ap • . o� �o - -- - 570 565 - -- + - Q - it ' -- -- - 0 SUBBASE 565 560 - -- _ - -- - - - - - -_ 560 10 +00 10 +50 11+00 PROFILE VIEW: NEW STORM 2 1 ADDED ACSA DETAILS RU 10/3,/14 CG -2 NOTES: rjol *•sue � , •►.2 Lie. No. _?67 � � t� SfD1�tAL � ;; * * +` +��.+� ENGINEERS SURVEYORS PLANNERS AsSOCIATES Po Bux 4119 ' °:�° `wean "`` `'n2re P.. Lynchburg, VA24502 h ioam lie, VA 22911 Phone: 434.116.6080 Phone: 434.984.2700 W „,v to c i a4es o f 1, THIS ITEM MAY BE PRECAST OR CAST IN PLACE. PROJECT: FARMINGTON COUNTRY CLUB SOUTH SIDE IMPROVEMENTS SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA SET REV. N0. 4 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 4„ 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS 211 R DRAWN BY. KTM RADIAL CURB. 4, THE DEPTH OF CURB MAY BE REDUCED AS MUCH b b TITLE: DETAILS AND CALCULATIONS AS 3" (15" DEPTH) OR INCREASED AS MUCH AS D ° 3" (21" DEPTH) IN ORDER THAT THE BOTTOM DIHR BY: DMJ OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. SHEET NUMBER: 8 of 16 OTHERWISE, THE DEPTH iS TO BE 18" AS SHOWN. d ° NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE WWA NUMBER: 214045.03 FILE NAME: 404503C-ND 9 DISCIPLINE: CIVIL SCALE: H: N/A V. NIA FOR A DECREASE OR AN INCREASE IN DEPTH. NO. D,pDPD BY DATE 5. CG -2 IS TO BE USED ON ROADWAYS MEETING O BY SURFACE THE REQUIREMENTS FOR CG -6 AS SHOWN IN w b b N D , ' D • o ' D APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, vWi o IN THE SECTION ON GS URBAN STANDARDS. p• p. 'O O P b• D.b D,b D p • p • BASE •b •b b b D.oD.4D by •, by %2" RADIUS SUBBASE A6a/ D b • c0 A- Z � b b D.o • D. SURFACE � in x/' �' op ap' • o T by by by BASE A • , ap • . o� �o b b SUBBASE 6" 12" ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPECIFICATION X D= REFERENCE S T / na 1R a 6 CURB ROAD AND BRIDGE ST ANDARDS 105 REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.01 1 ADDED ACSA DETAILS RU 10/3,/14 rjol *•sue � , •►.2 Lie. No. _?67 � � t� SfD1�tAL � ;; * * +` +��.+� ENGINEERS SURVEYORS PLANNERS AsSOCIATES Po Bux 4119 ' °:�° `wean "`` `'n2re P.. Lynchburg, VA24502 h ioam lie, VA 22911 Phone: 434.116.6080 Phone: 434.984.2700 W „,v to c i a4es o f DESIGNED BY JDB PROJECT: FARMINGTON COUNTRY CLUB SOUTH SIDE IMPROVEMENTS SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA SET REV. N0. 4 DRAWN BY. KTM DRAWING NUMBER: C -8 TITLE: DETAILS AND CALCULATIONS DIHR BY: DMJ SHEET NUMBER: 8 of 16 WWA NUMBER: 214045.03 FILE NAME: 404503C-ND 9 DISCIPLINE: CIVIL SCALE: H: N/A V. NIA DATE: 08/08/ 14 NO. SHEET REVISION BY DATE N0. SHEET REVISION BY DATE u � v► 3 .a I U O O 'd- c E v c a� E c 0 a 0 cn U U c 0 o� c_ 0 e�- 0 N / U U c 0 a c_ u� 0 d- N / z r��a� Ch v N I UI 0 W) 0 �d- i c a>, v aci E Q v a U U 0 c_ 0 N i v C 0 o► �E E NOTE: THREE CRAPEMYRTLES WILL REPLACE EXISTING TREES THAT WILL BE REMOVED DURING CONSTRUCTION. THEREFORE THE SQUARE FOOTAGE OF THOSE TREES ARE REMOVED FROM THE TABULATIONS BELOW. LANDSCAPE TABULATIONS TOTAL TREE COVERAGE: TOTAL PROJECT AREA (A, B. C & D): 118,975 SOFT PERCENT OF TREE COVER REQUIRED: X 10% REQUIRED CANOPY COVER: 11,897 SOFT PROPOSED PERMANENT CANOPY: LANDSCAPE SCHEDULE SOFT SOFT CALCULATIONS CODE QTY BOTANICAL / COMMON NAMES Type SIZE ROOT SPACING /As Shown AREA OF TREE IN SF. TOTAL AREA IN SF. Shade Trees UNIT TOTAL ARF 4 Acer rubrum 'Autumn Flame'/ Autumn Flame Red Maple Shade 1 3/4 "c B &B A.S. 177 708 ARG 1 Acer rubrum 'October Glory'/ October Glory Red Maple Shade 1 3/4 "c B &B A.S. 397 397 B 5 Betula nigra "Heritage" / "Heritage" River Birch Shade 10' B &B A.S. 397 1,985 PO 2 Platanus occidentalis / American Plane Tree (Sycamore) Shade 1 3/4 "c B &B A.S. 1253 2,506 Q 14 Quercus palustris / Pin Oak Shade 1 3/4 "c B &B A.S. 370 5,180 Ornamental (Flowering) Trees CM 4 Lagerstroemia x Natchez/ Natchez Crapemyrtle Ornamental 6 -7' B &B A.S. 77 308 30 Total Trees Provided Total Tree Canopy Area Provided 11,084 Shrubs I Groundcover I Greenscreen UNIT TOTAL IVE 9 Illex verticillata'Red Sprite' / Red Sprite Winterberry 1' -1 1/2' B &B A.S. 41 369 IV 18 Itea virginica "Henry's Garnet" / "Henry's Garnet" Sweetspire V -1 1/2' B&B A.S. 64 1,152 27 Total Shrubs/ Groundcover If Greenscreen Provided Total Shrub Canopy Area Provided 1,521 Total Canopy Area Provided I I 1 12,605 NOTE: THREE CRAPEMYRTLES WILL REPLACE EXISTING TREES THAT WILL BE REMOVED DURING CONSTRUCTION. THEREFORE THE SQUARE FOOTAGE OF THOSE TREES ARE REMOVED FROM THE TABULATIONS BELOW. LANDSCAPE TABULATIONS TOTAL TREE COVERAGE: TOTAL PROJECT AREA (A, B. C & D): 118,975 SOFT PERCENT OF TREE COVER REQUIRED: X 10% REQUIRED CANOPY COVER: 11,897 SOFT PROPOSED PERMANENT CANOPY: 12,605 231 SOFT SOFT 3 REPLACEMENT CRAPEMYRTLES (77 SF X 3 = 231): BOTANICAL / COMMON NAMES PROPOSED CANOPY WITHOUT REPLACEMENT CRAPEMYRTLES 12,374 SQFT PARKING LOT LANDSCAPING: IMPERVIOUS AREA OF ACCESS AISLES AND PARKING: 18,142 SOFT PARKING LOT LANDSCAPING REQUIRED: X 5% REQUIRED PARKING LOT LANDSCAPING: 907 SOFT PROPOSED PARKING LOT LANDSCAPING: 6,830 SOFT PARKING LOT SHADE TREES: SHADE TREES REQUIRED: 1 TREE PER 10 PARKING SPACES PROVIDED SPACES: 46 PARKING SPACES / 10 = 4.6 PROPOSED PARKING LOT SHADE TREES: 16 NOTE: THIS TABLE IS ONLY FOR REFERENCE WITH THE CALCULATIONS. THESE TREES ARE INCLUDED IN THE "LANDSCAPE SCHEDULE" ABOVE. PLANTING NOTES 1. THE CONTRACTOR SHALL PROVIDE MATERIALS, LABOR AND EQUIPMENT TO COMPLETE LANDSCAPE WORK AS SHOWN ON THE PLANS 2. PLANT MATERIAL SHALL CONFORM TO THE SIZES GIVEN IN THE PLAN LIST AND SHALL BE NURSERY GROWN IN ACCORDANCE WITH THE "AMERICAN STANDARD FOR NURSERY STOCK," LATEST EDITION. PLANT MATERIAL EXHIBITING A SPINDLY OR LOP -SIDED HABIT OR OTHER FEATURE THAT DETRACT FROM ITS HEALTH OR APPEARANCE WILL BE REJECTED 3. PLANTING SHALL BE IN ACCORDANCE WITH STANDARD AMERICAN ASSOCIATION OF NURSERYMEN PROCEDURES AND SPECIFICATIONS. 4. CONTRACTOR SHALL CONTACT UTILITY COMPANY VERIFY THE CORRECT LOCATION OF UNDERGROUND UTILITIES WITHIN THE LANDSCAPED AREA PRIOR TO INSTALLATION OF PLANT MATERIAL. IF CONDITIONS ARISE IN THE FIELD WHICH NECESSITATES SHIFTING OF THE PLANT MATERIAL, LANDSCAPE ARCHITECT IS TO BE CONSULTED PRIOR TO RELOCATION 5. OBTAIN APPROVAL FROM OWNER BEFORE MAKING ANY SUBSTITUTIONS OR CHANGES 6. PLANT BEDS AND TREE PITS SHALL HAVE A GRANULAR PRE - EMERGENT WEED CONTROL APPLIED PER MANUFACTURER'S RECOMMENDATION PRIOR TO MULCHING 7. PRECAUTIONS SHALL BE TAKEN TO AVOID DAMAGE TO EXISTING PLANTS, TURF AND STRUCTURES. DAMAGED AREAS SHALL BE RESTORED TO THEIR ORIGINAL CONDITIONS. TURF AREAS DISTURBED BY PLANTING OR GRADING OPERATIONS SHALL BE FINE GRADED AND SEEDED OR SODDED. DEBRIS AND WASTE MATERIAL RESULTING FROM PLANTING OPERATIONS SHALL BE REMOVED FROM PROJECT AND CLEANED UP 8. PLANT FOR BEST APPEARANCE FOR REVIEW AND FINAL ORIENTATION BY LANDSCAPE ARCHITECT 9. PLANT BEDS AND PLANTING AREAS TO BE MULCHED TO A DEPTH OF 3" UNLESS OTHERWISE NOTED ON DRAWING 10. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. AND CALCULATIONS FOR CHANGES NO. I SHEET REVISION I BY 14 DA7rE NO. U) W ry Q hUU 1 BALL WIDTH 1 SHADE TREE PLANTING SCALE: NOT TO SCALE NOTES: STAKE LIMIT OF TREE PIT LIMIT OF TREE CANOPY / MULCH ROOTBALL -OR ADJACENT DNS. AL LEADER. OR 2" MAX. -INISH GRADE. BE PLACED IT & REMOVE TOP 1/3 OF BURLAP ROM ROOTBALL. ZING TO LIMIT OF CANOPY q. DIA., WHICH EVER IS GREATER. -CUT EDGE IG SOIL MIX LANTING IN LAWN, SEED / SOD - OF MULCH RING TRADE NT PLANTING; \N FOR MATERIALS. ( SIDES AND BOTTOM OF 'IT TO 1" DEPTH. \MPED SOIL TO ROOT BALL JRBED SOIL 1. NEVER CUT CENTRAL LEADER. 2. CUT &. REMOVE WIRE BASKETS IF APPLICABLE. 2. MULCH NEVER TO BE PLACED AGAINST TRUNK/ROOT FLARE. SHEET REVISION WIDTH 3 EVERGREEN TREE PLANTING SCALE: NOT TO SCALE BY I DATE Lic. No. -267 �. SET TREE W/ 1/8 OR 2" MAX OF ROOT BALL ABOVE GRADE CUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL MULCH AS SPECIFIED SOIL MIX AS SPECIFIED SHOVEL -CUT MULCH EDGE FINISHED GRADE SCARIFY SIDES OF HOLE PRIOR TO PLANTING UNDISTURBED SOIL SEQUENCE OF CONSTRUCTION (GENERAL) REFER TO SPECIFICATIONS 1. STAKE OUT PLANT /BED LOCATIONS. 2. CUT EDGE OF PLANT BED 3. TILL SOIL AND APPLY AMENDMENTS TO ENTIRE PLANTING AREA. 4. APPLY PRE - EMERGENT HERBICIDE (TWO WEEKS PRIOR TO PLANTING). 5. INSTALL PLANTS. 6. INSTALL FERTILIZER TABLETS IN EACH PLANT PIT. 7. PLACE BACKFILL. 8. WATER EACH INDIVIDUAL PLANT THOROUGHLY. 9. PLACE MULCH OVER ENTIRE PLANT BED. 10. WATER ENTIRE PLANT BED THOROUGHLY. SHRUB PLANTING OnAI C. WAY T/1 Cr'AI C MULTI -STEM TREE PLANTING IOT TO SCALE ® w4A PARKING LOT LANDSCAPE SCHEDULE ENGINEERS SURVEYORS CALCULATIONS CODE QTY BOTANICAL / COMMON NAMES Type SIZE ROOT SPACING /As Shown AREA OF TREE IN SF. TOTAL AREA IN SF. Shade Trees UNIT TOTAL ARG 1 Acer rubrum 'October Glory'/ October Glory Red Maple Shade 1 3/4 "c B &B A.S. 397 397 PO 1 Platanus occidentalis / American Plane Tree (Sycamore) Shade 1 3/4 "c B &B A.S. 1253 1,253 Q 14 Quercus palustris / Pin Oak Shade 1 3 /4 "c B &B A.S. 370 5,180 16 Total Parking Lot Trees Provided Total Tree Canopy Area Provided 6,830 NOTE: THIS TABLE IS ONLY FOR REFERENCE WITH THE CALCULATIONS. THESE TREES ARE INCLUDED IN THE "LANDSCAPE SCHEDULE" ABOVE. PLANTING NOTES 1. THE CONTRACTOR SHALL PROVIDE MATERIALS, LABOR AND EQUIPMENT TO COMPLETE LANDSCAPE WORK AS SHOWN ON THE PLANS 2. PLANT MATERIAL SHALL CONFORM TO THE SIZES GIVEN IN THE PLAN LIST AND SHALL BE NURSERY GROWN IN ACCORDANCE WITH THE "AMERICAN STANDARD FOR NURSERY STOCK," LATEST EDITION. PLANT MATERIAL EXHIBITING A SPINDLY OR LOP -SIDED HABIT OR OTHER FEATURE THAT DETRACT FROM ITS HEALTH OR APPEARANCE WILL BE REJECTED 3. PLANTING SHALL BE IN ACCORDANCE WITH STANDARD AMERICAN ASSOCIATION OF NURSERYMEN PROCEDURES AND SPECIFICATIONS. 4. CONTRACTOR SHALL CONTACT UTILITY COMPANY VERIFY THE CORRECT LOCATION OF UNDERGROUND UTILITIES WITHIN THE LANDSCAPED AREA PRIOR TO INSTALLATION OF PLANT MATERIAL. IF CONDITIONS ARISE IN THE FIELD WHICH NECESSITATES SHIFTING OF THE PLANT MATERIAL, LANDSCAPE ARCHITECT IS TO BE CONSULTED PRIOR TO RELOCATION 5. OBTAIN APPROVAL FROM OWNER BEFORE MAKING ANY SUBSTITUTIONS OR CHANGES 6. PLANT BEDS AND TREE PITS SHALL HAVE A GRANULAR PRE - EMERGENT WEED CONTROL APPLIED PER MANUFACTURER'S RECOMMENDATION PRIOR TO MULCHING 7. PRECAUTIONS SHALL BE TAKEN TO AVOID DAMAGE TO EXISTING PLANTS, TURF AND STRUCTURES. DAMAGED AREAS SHALL BE RESTORED TO THEIR ORIGINAL CONDITIONS. TURF AREAS DISTURBED BY PLANTING OR GRADING OPERATIONS SHALL BE FINE GRADED AND SEEDED OR SODDED. DEBRIS AND WASTE MATERIAL RESULTING FROM PLANTING OPERATIONS SHALL BE REMOVED FROM PROJECT AND CLEANED UP 8. PLANT FOR BEST APPEARANCE FOR REVIEW AND FINAL ORIENTATION BY LANDSCAPE ARCHITECT 9. PLANT BEDS AND PLANTING AREAS TO BE MULCHED TO A DEPTH OF 3" UNLESS OTHERWISE NOTED ON DRAWING 10. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. AND CALCULATIONS FOR CHANGES NO. I SHEET REVISION I BY 14 DA7rE NO. U) W ry Q hUU 1 BALL WIDTH 1 SHADE TREE PLANTING SCALE: NOT TO SCALE NOTES: STAKE LIMIT OF TREE PIT LIMIT OF TREE CANOPY / MULCH ROOTBALL -OR ADJACENT DNS. AL LEADER. OR 2" MAX. -INISH GRADE. BE PLACED IT & REMOVE TOP 1/3 OF BURLAP ROM ROOTBALL. ZING TO LIMIT OF CANOPY q. DIA., WHICH EVER IS GREATER. -CUT EDGE IG SOIL MIX LANTING IN LAWN, SEED / SOD - OF MULCH RING TRADE NT PLANTING; \N FOR MATERIALS. ( SIDES AND BOTTOM OF 'IT TO 1" DEPTH. \MPED SOIL TO ROOT BALL JRBED SOIL 1. NEVER CUT CENTRAL LEADER. 2. CUT &. REMOVE WIRE BASKETS IF APPLICABLE. 2. MULCH NEVER TO BE PLACED AGAINST TRUNK/ROOT FLARE. SHEET REVISION WIDTH 3 EVERGREEN TREE PLANTING SCALE: NOT TO SCALE BY I DATE Lic. No. -267 �. SET TREE W/ 1/8 OR 2" MAX OF ROOT BALL ABOVE GRADE CUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL MULCH AS SPECIFIED SOIL MIX AS SPECIFIED SHOVEL -CUT MULCH EDGE FINISHED GRADE SCARIFY SIDES OF HOLE PRIOR TO PLANTING UNDISTURBED SOIL SEQUENCE OF CONSTRUCTION (GENERAL) REFER TO SPECIFICATIONS 1. STAKE OUT PLANT /BED LOCATIONS. 2. CUT EDGE OF PLANT BED 3. TILL SOIL AND APPLY AMENDMENTS TO ENTIRE PLANTING AREA. 4. APPLY PRE - EMERGENT HERBICIDE (TWO WEEKS PRIOR TO PLANTING). 5. INSTALL PLANTS. 6. INSTALL FERTILIZER TABLETS IN EACH PLANT PIT. 7. PLACE BACKFILL. 8. WATER EACH INDIVIDUAL PLANT THOROUGHLY. 9. PLACE MULCH OVER ENTIRE PLANT BED. 10. WATER ENTIRE PLANT BED THOROUGHLY. SHRUB PLANTING OnAI C. WAY T/1 Cr'AI C MULTI -STEM TREE PLANTING IOT TO SCALE ® w4A DESIGNED BY: JDB ENGINEERS SURVEYORS DRAWN BY. KN PLANNERS DIHR BY: DMJ AsSOCIATES PO Box 4119 3040 A-moic Square PI. Lynchburg, VA 24502 C'ha louw lle VA 23917 Phone. 434.3166080 Phone: 4.49842700 www.W as i (cs.nel 11 . WWA NUMBER 214045.03 NOTES: FIRST LATERAL ROOT FLUSH WITH FINISH GRADE MULCH (TYP.)(3" DEPTH) TOOLED BED EDGE, MIN. 4" DEPTH, ALIGN LIMIT OF MULCH WITH PLANT CANOPY UNLESS OTHERWISE INDICATED ON PLAN (TYP.) FINISH GRADE, CONDITION VARIES SEE PLAN (TYP.) REMOVE 3 OF BURLAP FROM TOP OF ROOTBALL PLANTING SOIL MIX AS SPECIFIED COMPACTED OR UNDISTURBED SOIL TAMPED SOIL UNDER ROOTBALL TO PREVENT SETTLING TILLED SOIL 1. NEVER CUT CENTRAL LEADER. 2. CUT & REMOVE WIRE BASKETS IF APPLICABLE. 2. MULCH NEVER TO BE PLACED AGAINST TRUNK/ROOT FLARE. RAL LEADER FLAG, ONE PER WIRE FURN- BUCKLE (3 REQ'D) 1/8 OR 2" MAX. OF 3OVE FINISHED GRADE 'ECIFIED .8" MIN. DEPTH MULCH EDGE IL, SEE SPECS. D SUBBASE EES, CUT AND ,LAP FROM TOP 3ALL PROJECT. FARMINGTON COUNTRY CLUB SOUTH SIDE IMPROVEMENTS SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA TITLE. LANDSCAPE DETAILS FILE NAME: DISCIPLINE: SCALE: DATE: 404503C_LS-2.dwg CIVIL H: N/A V. N/A 08/08/ 14 SET REV. NO. 4 DRAWING NUMBER: C -16 SHEET NUMBER: 16 of 16 o� 3 W O J U� O O OD O V / w Q W G O E G 0 E Q c v a a� U U G O v► ,C O O �t- N / U U c O ti.. Ot FC C d� O N / =