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HomeMy WebLinkAboutSDP201900043 Plan - Submittal (First) Major Amendment, Final Site Plan 2019-07-10I SHEET NO. DRAWING NO. TITLE 1 OF 14 C-1 COVER SHEET 2 OF 14 C-2 GENERAL NOTES, LEGEND, AND ABBREVIATIONS 3 OF 14 C-3 GENERAL EARTHWORK NOTES 4 OF 14 C-4 OVERALL SITE MAP 5 OF 14 C-5 EXISTING CONDITIONS AND DEMOLITION PLAN 6 OF 14 C-6 SITE LAYOUT PLAN 7 OF 14 C-7 GRADING PLAN 8 OF 14 C-8 EROSION AND SEDIMENT CONTROL NARRATIVE 9 OF 14 C-9 EROSION AND SEDIMENT CONTROL PLAN 10 OF 14 C-10 EROSION AND SEDIMENT CONTROL DETAILS 11 OF 14 C-11 BMP ANALYSIS AREA MAP 12 OF 14 C-12 STORMWATER CALCULATIONS 13 OF 14 C-13 SITE DETAILS 14 OF 14 C-14 STORM SEWER — PLAIN & PROFILE EXISTING PARKING: FRONT CIRCLE = 83 SPACES GOLF ROAD = 6 SPACES SNACK BAR = 1 SPACE UPPER GOLF LOT = 19 SPACES LOWER GOLF LOT = 20 SPACES DRIVING RANGE LOT =105 SPACES OUTDOOR TENNIS = 24 SPACES KITCHEN = 3 SPACES BOILER HOUSE = 4 SPACES OLD TAPROOM LOT = 47 SPACES UPPER EMPLOYEE LOT = 44 SPACES LOWER EMPLOYEE LOT = 54. SPACES INDOOR TENNIS LOT = 26 SPACES NEW GOLF MAINT. LOT GOLF MAINT. = 181 9 SPACES SPACES OLD LQI TOTAL EXISTING PARKING PROVIDED = = 463 SPACES PARKING COUNT SUMMARY PARKING PROVIDED HANDICAP PARKING* STANDARD TOTAL SURFACE PARKING 13 450 463 * HANDICAP PARKING SPACES PROVIDED HAVE BEEN PHYSICALLY COUNTED AS MARKED. HANDICAP PARKING SPACES DO NOT NECESSARILY MEET ADA GUIDELINES. r DEPARTMEUNT OF FIRE ALBERMARLE VIRGINIA DEPARTMENT TRANSPORTATION SHEET BY I DATE I NO. 119 ..ALBEMARLE COUN I Y, VIRGINIA VICINITY MAP SCALE: 1 "=2000' 1. THE PURPOSE OF THESE PLANS IS TO CONSTRUCT AN EXPANSION OF THE EXISTING KITCHEN AS SHOWN. 2. TOPOGRAPHY AND SITE FEATURES REPRESENTED ARE FROM THE AERIAL SURVEY NOTED, 3. SITE UTILITIES HAVE BEEN DERIVED FROM EXISTING PLANS, AERIAL AND PHYSICAL SURVEY. 4, PARKING COUNTS HAVE BEEN FIELD VERIFIED. 5. BUILDING PROGRAM AND USE TABULATIONS HAVE BEEN PROVIDED FROM FARMINGTON COUNTRY CLUB CURRENT RECORDS. 6, THE IMPROVEMENTS SHOWN ON THESE PLANS SHALL BE COORDINATED WITH THE PLANS ENTITLED "FARMINGTON COUNTRY CLUB MAJOR AMENDMENT - PHASE 1" AND "FARMINGTON COUNTRY CLUB LETTER OF REVISION - COURTYARD PRIVATE UTILITY RELOCATION PLAN". 11 00 ��'i � i'' T it ► �i�[Vf'��I i s SITE DATA r_ --T. - 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: HERBERT F. WHITE III, P.E. EMAIL: HWHITE®WWASSOCIATES.NET SOURCE OF TITLE: THE PROPERTY AS SHOWN ON THIS PLAN IS THE PROPERTY CONVEYED UNTO FARMINGTON COUNTRY CLUB, BY THAT CERTAIN DEED DULY RECORDED IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF THE COUNTY OF ALBEMARLE, VIRGINIA IN D.B. 1263, PG, 668, AND IS INDICATED TAX MAP PARCEL 6OE2—(0)-1, BY THAT CERTAIN DEED DULY RECORDED IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF THE COUNTY OF ALBEMARLE, VIRGINIA IN D.B. 668, PG. 600, AND IS INDICATED AS TAX MAP PARCEL 6OE1-(E)-004 AND TAX MAP PARCEL 60E2-(K)-0111. SOURCE OF TOPOGRAPHY: MAPPING RESOURCE GROUP, INC. AERIAL SURVEY PERFORMED DURING THE MONTH OF MARCH, 2017 VERTICAL DATUM: COUNTY, STATE: MAGISTERIAL DISTRICT: WATER PROTECTION AREA: DEVELOPMENT AREA: JURISDICTION AREA DEVELOPMENT: TAX MAP/PARCEL: ZONING: SETBACKS: BUILDING: PUBLIC ROAD: PARKING: 1�t wl-A ENGINEERS SURVEYORS PLANNERS 1-ViSSOCIATES PO Box 4119 3040 Auemore Square Ph Lynchburg, VA 24502 Ch.dl v svflle, VA 22911 Phone: 434.31b,6080 Phone: 434.994.2700 www.wwassociates. net NAD 83, VIRGINIA SOUTH ZONE ALBEMARLE COUNTY, VA JACK JOUETT IVY CREEK (DRINKING WATER) N/A WATER ONLY TM 60E, PARCEL 2-1 RA (ENTRANCE CORRIDOR OVERLAY DISTRICT) 25' FRONT, 25' SIDE, 35' REAR 75' FROM EXISTING PUBLIC ROAD 20' FRONT, 20' SIDE, AND 20' REAR COUNTRY CLUB % GOLF COURSE COUNTRY CLUB % GOLF COURSE ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) GRAVITY SANITARY SEWER AND FORCE MAIN TO ACSA PUMP STATION AND ON —SITE WASTE WATER DISPOSAL (SEPTIC TANK AND DRAIN FIELDS, OUT OF ACSA SERVICE AREA) BUILDING al PAi 0■ i UPERVIOUS f 28,412 kCIRES IMPERVIOUSTOTAL DESIGNED BY. PROJECT FARMINGTON COUNTRY CLUB JDB MAJOR AMENDMENT -- PHASE DRAWN BY HMS ALBEMARLE COUNTYVIRGINIA TITLE: DIHR BY: COVER SHEET NFW WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 218045.01 804501AC CS-1,dwg CML H: AS SHOWN 7101119 V. NIA SET REV. NO. DRATTING NUMBER: 1 of SHEET NUMBER: is 0 u 0 Go ..' v Q Q 0 Go C4 P_ a 3 3 U LUr. 00 V. GENERAL !►`#TIC, Mt NOTES FOR SEE PLANS (SOURCE:ALBEMARLE COUNTY ENGINEERING & PUBLIC WORKSPOLICIES) PRIOR1. TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC !INCLUDING REQUIREMENTSCONNECTION TO ANY EXIS11NG ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDCT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE it r OCCUR, REQUIREMENTS rPERMIT GOVERN. 2. ALL CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF r#T UNLESS 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 CLEARING, OR OTHER CONSTRUCTION. ALLOWABLE4. ALL SLOPES AND DISTURBED SEEDED AND MULCHED. 6. THE MAXIMUM SLOPE (HORIZONTAL REASONABLY TRAFFICOBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINIOK OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT' IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM -♦ ` UNLESS OTHERWISE NOTED CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS Ill. 9 EXCAVATION FOR UNDERGROUND PIPE INSTALLATIONCOMPLY OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). VIA l tAV12 werolziR► +i'+.♦4 Ez+1 +L.. i+ �la i►r r ti r<1 t.►1 I l`+ �_ IQ i -r xi • i ' t ! r � • •--! i- • 'f t` i r • r- " -i {' i •• •i i • f. .. i, `�i. •� •r � +. -• i - _ ! is t r • r -t • r. � s • - •- r i • 'i-• t •t ♦' i• . M * r i•• t .. # tea..-xr •. f -t• 'i f r ! iAll -• t ! i ! GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. i !- WILL BE RESPONSIBLE NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE STA917 OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY ♦ ON r WHERE SHOWN,ONLY --•CORRECT.THE ! •' SHALL ON OWN INITIATIVE LOCATEi -t ! LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS i CONSTRUCTION SHALL COMPLY-- EDITION OF GENERAL WATER ! SEWER CONSTRUCTIONSPECIFICATIONS r•- ar BY THE ALBEMARLE COUNTY•_ 4. • O_ELEVATIONS SHOWN GEODETIC PRIOR5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING *MISS UTILITY0 (1-800-552-7001) TOCONSTRUCTION. BEGINNING 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM r- OF OVER OF PIPE. i HYDRANT a- a- LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEAD END LINES SHALL E RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE r EXTENSION OF THE LINE. 9. TREES ARE NOT r IN THE ACSA EASEMENT. t THE CONTRACTOR SHALL BE RESPONSIBLETk COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FrMNGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING ila► + 1+1 1. BASED ON DETERMINAnON,PROPERTY DESCRIBED HERE• a,. WITHIN FLOOD AREAS OUTSIDE OF ii! DETERMINED UNITEDTHE STATES FEDERALAND AS SHOWNON FLOOD INSURANCE RATE MAP (FIRM) NUMBERS 51003CO2600 AND 51003CO2660 WITH EFFECTIVE DATES OF -2005. AUTHORITY.2. THIS PROPERTY IS SERVED BY PUBLIC WATER THROUGH ALBEMARLE COUNTY SERVICE INCLUDE3. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO r SIZE OF r SERVICES TO HIS OWN SATISFACTION. 4. THE COORDINATES Ar ELEVATIONS SHOWN! TO THE STATE PLANE COORDINATE 5. HORIZONTAL ♦ DATUM: 6. VERTICAL i r �► i t -i !-r - •- t t- t'-► - r- • -# �! ! r r t-r r t • i•-i • a,: if ♦ ! . i-• law r i • #.r• t a- ♦ ! r t - r a- x. i • • a-• • r r • tr. x. - i • � r 'xr r • ! •: r 'i r r !' ! # • • -i-t i xi ♦ ! •ra. i'i i rr r # r r ♦ t•,r ►• 1•► ►•Iq •- i • l � ! :t i i • ! •' _'x ! •-Tar • ♦` f • i i ! •I #- x- -• x • ♦ r r -f i•-i . • # r • is 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, SWALE$, 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 WAIL 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 SL.QPE IS 2:1 (HORIZONTAUVERTICAL), WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 17. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE CURRENT EDITION OF THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES" AND THE VIRGINIA SUPPLEMENT. 18. ALL EXCAVATION 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 NOTIFY THE OWNER AND SECURING SUCH INSTRUCTION, THE CONTRACTOR WILL BE CONSIDERED TO HAVE PROCEEDED AT THEIR OWN RISK AND EXPENSE. GENERAL DEMOLITION NOTES 1. CONTRACTOR SHALL LOCATE EXISTING UNDERGROUND SERVICES - TO INCLUDE BUT NOT LIMITED TO ELECTRIC, CABLE, TELEPHONE, GAS, SANITARY SEWER. SEPTIC TANKS, DRAIN FIELDS, WATER AND STORM DRAIN - AND SHALL COORDINATE PROPER PROTECTION, DEMOLITION, RELOCATE AND/OR ABANDONMENT WITH APPROPRIATE OWNER/UTILITY COMPANY. 2. CONTRACTOR SHALL WALK THE SITE AND BE FAMILIAR WITH THE SCOPE OF DEMOLITION REQUIRED. ALL DEMOLITION WORK REQUIRED TO CONSTRUCT NEW IMPROVEMENTS WILL BE PERFORMED 13Y THE CONTRACTOR AND BE UNCLASSIFIED EXCAVATION. 3. DEMOLITION SHALL INCLUDE BUT IS NOT LIMITED TO THE EXCAVATION, HAULING AND OFFSITE DISPOSAL OF EXISTING BUILDING AND APPURTENANCES, CONCRETE CURBS, GUTTERS AND SIDEWALKS, BITUMINOUS CONCRETE PAVEMENTS, CONCRETE PADS, RETAINING WALLS AND ALL MATERIALS OR VEGETATION/TREES CLEARED AND STRIPPED (AS DIRECTED BY SOILS ENGINEER) TO THE EXTENT NECESSARY FOR THE INSTALLATION OF NEW IMPROVEMENT AND WITHIN THE LIMITS OF CLEARING AND GRADING. 4. THE CONTRACTOR SHALL PROTECT ALL PROPERTY AND STRUCTURES AND UTILITIES ON THE PROPERTY NOT TO BE DEMOLISHED. DAMAGE TO THE PROPERTY DUE TO THE CONTRACTOR'S ACTIVITIES SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO COST TO THE OWNER. 5. ELECTRIC, TELEPHONE, SANITARY SEWER, WATER AND FIRE HYDRANTS AND STORM DRAINAGE UTILITIES THAT SERVICE ADJACENT BUILDINGS SHALL BE MAINTAINED DURING THE CONSTRUCTION PROCESS. 6. THE CONTRACTOR SHALL PRODUCE A PHOTOGRAPHIC RECORD OF DEVELOPMENT COMMENCING WITH A RECORD OF THE SITE AS IT APPEARS BEFORE DEMOLITION IS BEGUN. AFTERWARDS A PHOTOGRAPHIC RECORD SHALL BE MAINTAINED DURING THE CONSTRUCTION PROCESS. 7. EXISTING CURB AND GUTTER, LIGHTS, SIDEWALK, TREE/VEGETATION AND UTTLMES NOT INTENDED FOR DEMOLITION SHALL BE MAINTAINED, PROTECTED, AND UNDISTURBED DURING DEMOLITION. CONTRACTOR SHALL COORDINATE THE REMOVAL OF BITUMINOUS CONCRETE PAVEMENT'S, CURBS, CURB AND GUTTER AND SIDEWALK WITH DWG. NO. C-5 AND C-8. 8. CONTRACTOR SHALL SMOOTH SAW CUT EXISTING PAVEMENTS, CURBS, CURBS AND GUTTERS AND SIDEWALKS TO BE DEMOLISHED. 9. ALL DEMOLITION WORK SHALL BE DONE IN STRICT ACCORDANCE WITH FEDERAL, STATE ,AND LOCAL LAWS AS WELL AS OSHA REGULATIONS. 10. CONTRACTOR'S ACTIVITIES ;SHALL NOT IMPEDE USAGE OR INGRESS/EGRESS TO ADJACENTUSES OR PROPERTIES. COORDINATE WITH OWNER MAINTENANCE OF TRAFFIC/PEDESTRIAN CIRCULATION DURING CONSTRUCTION. EXISTING MINIMUM EDGE OF EXISTING TRAVEL LANE/PARKING 12" PAVEMENT AS DETERMINED IN FIELD EX PAVEMENT SECTION J SMOOTH SAW CUT // J EX PAVEMENT TO BE DEMOLISHED PAVEMENT DEMOLITION DETAIL FOR UNCONFINED PAVEMENT EDGES NOT TO SCALE EX. -0 BENCHMARK/FFE C BOLLARD 0 BORE HOLE ❑o BUILDING COLUMN BUSH ® CABLE BOX CEMETERY CONIFEROUS TREE DECIDUOUS TREE Y t� DRAINAGE INLET GRATE DRILL HOLE �) ELECTRIC PANEL BOX ® ELECTRIC PEDESTAL M ELECTRIC TRANSFORMER cJ ELECTRIC MAN HOLE FIRE HYDRANT FLAG POLE �) GAS MAN HOLE 'J GAS METER GAS VALVE ® GENERATOR GROUND LIGHT - D GUY POLE E, HANDICAPPED PARKING ® HEAT PUMP 0 IRON PIN YS LIGHT POLE MAILBOX 0 MONITORING WELL 0 MONUMENT FOUND El MONUMENT SET PANEL POINT POWER METER POWER POLE -�-r ROAD SIGN SANITARY CLEAN OUT S� SANITARY SEWER MAN HOLE SIAMESE CONNECTION SIGN SPRINKLER HEAD STORM DRAIN MAN HOLE 0 TRAFFIC LIGHT POLE TELEPHONE MAN HOLE ❑T TELEPHONE PEDESTAL TELEPHONE POLE TELEPHONE JUNCTION BOX TEST PIT :z TRAFFIC CONTROL BOX ❑� TRAFFIC JUNCTION BOX TRAVERSE Ed UTILITY MARKER POST ( UTILITY POLE 0 VENT PIPE 'w WATER MAN HOLE ''eTE WATER METER ivv =21 WATER VALVE ice} WELL ® YARD GRATE - - R/W -- R OHL-T OHCT UGCT HGCT JGCT GHT OHT - UGT UGT o « 0 G (= TO B TO B OHE OHE UGE UGE FM FM SAN SAN 0 502 OHU OHU IJGU UGU 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 AFF ,ABOVE FINISHED FLOOR FH FIRE HYDRANT AHD AHEAD FM FORCEMAIN ARV AIR RELEASE VALVE FL FLUORIDE BC BACK OF CURB FOC FACE OF CURB BF BLIND FLANGE GALV GALVANIZED BFF BASEMENT FINISHED FLOOR GV GATE VALVE BM BENCH MARK HB HORIZONTAL BEND BK BACK HC HANDICAP BOV BLOW OFF VALVE HOPE HIGH DENSITY POLYETHELENE CATV CABLE TELEVISION HK HOOK CG CURB & GUTTER ID INNER DIAMETER CIP CAST IRON PIPE INV INVERT C• CENTER LINE IPS IRON PIN SET C.L. CHAIN LINK IPF IRON PIN FOUND CMP CORRUGATED METAL PIPE JB JUNCTION BOX CO CLEAN OUT LAT LATERAL CONC CONCRETE LF LINEAR FEET CPP CORRUGATED PLASTIC PIPE LT LEFT CY CUBIC YARDS MH MANHOLE D.I. DUCTILE IRON NBL NORTH BOUND LANE DIA DIAMETER NIC NOT IN CONTRACT DIP DUCTILE IRON PIPE NTS NOT TO SCALE EL ELEVATION O.C. ON CENTER ELEC ELECTRIC PE POLYETHYLENE EOP EDGE OF PAVEMENT PGL PROFILE GRADE LINE EOTL EDGE OF TRAVEL LANE PROP PROPOSED EQPT EQUIPMENT PS PLANTED STONE FOUND EX OR EXIST EXISTING PVC POLYVINYL CHLORIDE FF FINISHED FLOOR PVMT PAVEMENT 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL SYMBOLS AND ABBREVIATIONS SHOWN MAY NOT BE USED. am ®® R SO S02 REINFORCEDRCP • - • r REQUIRED RT RIGHT R/W RIGHT OF WAY SAN SANITARY SEWER SBL SOUTH BOUND LANE STORM DRAIN so SQUARE S.S. STAINLESS STEEL SSMH SEWER10 SANITARY MANHOLE STIDSTANDARD cn, STEEL SW SIDEWALK TEIA TO BE ABMDONED TfiR TO BE REMOVED TC TOP OF TAPPINGr VALI typ TYPICAL UG UNDERGROUND LION UNLESS OTHERWISE NOTED VB VERTICAL r VHD VEHICLES PER i• W WATER WIL WATER LINE WATER METER wr WATERTIGHT WWF WOVENwM .' YDS YARDS cep Lic. N 42267 srONA ® ENGINEERS SURVEYORS PLANNERS AsSOCIATES PO Box 4114 3040 Avemore Square Pl. Lynchburg, VA 24502 Chmlon[ ill,, VA Phone: 434.316.6080 Phone: 434.9�4.270� wwsa�.wwassociates.ne4 DESIGNED BY: ,TDB PROJECT: FARIINGiN CONTRA' CLUB MAJOR AMENDMENT PHASE #� ,n ALBEMARLE COUNTY Y��V�N1�A SET REV. NO. DRAWN BY.• JD8 DRAWING NUA48ER: C® TITLE: GENERAL NOTES, LEGEND, AND ABBREVIATIONS DINR BY:HFW SHEET NUMBER: YY22911 YI'A NUMBER: j � j� f�'f 218T'J4Jr' .O d FILE NAME: p/y /� y /► �j L7V�V lAl �ir�-�.�w� DISCIPLINE. {���ryry� L+1 #r1L SCALE. ,t N: if A V. N A DATE: NO. .SHEET' REVISION BY DATE NO. SHEET REVISION BY DATE F HARD _,aRD MATERIALS: WEATHERED ROCK, DENSE CONSOLIDATED DEPOSITS, # ■ CONGLOMERATE #- + ,. : MATERIALS w■ WHICH . ARE NOT INCLUDED IN - DEFINITION .. OF #' BUT WHICH USUAL] REQUIRE THE USE OF HEAVY EXCAVATION EQUIPMENT, RIPPER TEETH, OR JACK HAMMERS FOR REMOVAL. -in 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 ONLYWHEN THY" FINES HAVE A PLASTICITY INDEX GREATER THAN ZERO. COHESIONLESS MATERIALS:t E- r ASTM ) 2487 CLASSIFIED AS GW, GP, SW, AND SP. MATERIALS CLASSIFIED AND SM WILL BE ID#� O� � ONLYWHEN THE FIVES WlVE PLASTICITY INDEX OF !. � 7;s:31610111Yt3 1.2.1 BASE BIDS ON THE ELEVATIONS AS INDICATED. 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-365-1-1, 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, RGUARDS AS IF t TO PROTECT TREES t VEGETATION TO BE LEFT STANDING. 1.4 BURNING: ■ CLEARING f. !! DEBRIS ■R i BE BURNED IF ALLOWED BY THE LOCAL i DEPARTMENT. ALL BURNING RESIDUALS SHALL BE REMOVED FROM OWNER'S PROPERTY f•■ • AND DISPOSED HIS .! OF /. CONTRACTOR . # fak O'R k ... EXPENSE ACCORDANCE • ■ t •. ALL FEDERAL, STATE, a LOCAL REGULATIONS. # PRODUCTS PARTICLE2. 2.1 SOIL MATERIALS: FREE OF DEBRIS, ROOTS, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTIONABLE MATERIALS. THE MAXIMUM DIAMETER SHALL ONE—HALF THE LIFT THICKNESS • SPECIFIED LOCATION. a• MAXIMUM a�r R■ i PARTICLE DIAMETER L! PIPE ♦Y i rt MATERIAL .a LOCATED x F •• ABO VE PIPE CROWN. R 2.1.1 COMMON FILL: APPROVED, UNCLASSIFIED SOIL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTENDED LOCATION. 2.1.3 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 BEDDINGMATERIAL: 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 VIIRGINIA 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..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. 3.4x2 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 DEPTA OF 6 INCHES WITHOUT CONTAMINATION BY SUBSOIL MATERIAL. STOCKPILE TOPSOIL SEPARATELT FRU1 OTHER EXCAVATED MATERIAL : •i AND LOCATE ° CONVENIENT '# FINISH GRADING tD AREA. UNSUITABLE MATERIAL.- REMOVE isLE SOIL MATERIALS, WASTE MATERIAL, DEBRIS, D VEGETABLE MATTER,SOD, AND MULCH FROM CONSTRUCTION DISPOSE OF THE UNSUITABLE MATERIAL OFF THE OWNER'S PROPERTY IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS. � ;E■i � ,..;� D #. �-a l D - � D t •-;�, i- i-� i � t � y �_ �� _� 3.8.2.1 SURFACE DRAINAGE: COMPLETELY DRAIN THE CONSTRUCTIONDURING PERIODSOF i • TO KEEPSOIL MATERIALS PROVIDE P_T .T DITCHES, x, AND OTHER DRAINAGEFEATURES D EQUIPMENT• i tSOILS.i;-PLATFORMS # EQUIPMENT OPERATION ANDD UNSUITABLE SOIL SUPPORT FOR SUBSEQUENT CONSTRUCTIONDEVELOP, REMOVE :LE MATERIAL AND PROVIDE - t t IN THIS SECTIONAT # ADDITIONAL COST TO THE OWNER. ■ i rt rt t.:- i "'rt '.D _.# f■ rt,; - •.. •',,,. art# t # # # ■# + #. ■!. • ♦ k i # a : # : k t �� � � t } �' i !. i ! t # ■ i i t i ■ a a '. a . . 1 #` . !ji' i rt i a i ! !:' t i,! , t � i -, i! D. !, • .' � �: # � •■ f',t a.� �w li D #' ! i. D � ■# ' 1, � i rt .. -'y: y' # • '• i ♦ i 3.9.3EXCAVATE • INDICATED AND AS SPECIFIEDHEREIN.- ROADWAYS SHALL BE EXCt D IN ACCORDANCE i EDITION OF D• -•'t AND BRIDGE - 1 i ROCK IS ENCOUNTERED, EXCAVATED REMOVE ROCK iO. T. ! p MINIMUM DEPTH i !BEDDING , ,4 INCHES BELOW .. PIPE 's ■ INVERT. k GRADE t : BOTTOM OF TRENCHES •. PROVIDE UNIFORM SUPPORT ■ i... O EACH SECTION i PIPE ■ AFTER PIPE i � t D �. PLACEMENT. 1■ 3.9.4 UNSUITABLE SUBGRADE -it ARE DETERMINED TO BE UNSUITABLE FOR BEARING NEW EQUIPMENT,OR PIPING, # SHALL HAVE THE UNSUITABLE 4 ■ , 1 - t SOIL MATERIALS '.s, REMOVED #t AND DISPOSED .iD • • t REPLACED ■t MATERIAL ■y AT • TO ',. ADDITIONAL COST k ■ • . ` • 1t R ■ i � �," t 1 t : t x rt - Y - k l - x • t' ! - 1 # x 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 .R.. ONLY WHEN APPROVED. P■!O-{ PLACE a AND COMPACT -' x MATERIAL t. _ -1 TO AVOID V.*t LOADING t t ■',: OR AGAINST • STRUCTURES. . PLACE BACKFILL • t FILL MATERIALS TO 5 FEET OUTSIDE OF STRUCTURES. -,i , . rt - #: D ■'• l.. • • rt t 1 D'i ■ ! • D # t i :t #: .t - a ♦ ■ a t D t ! ':� y : i y . �- t ■ i t i ! ' • x � x _ !.' 1. • i _ ■ - - a a t � - a 1 : 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 hl—P EXISTS, NO COMPACTION OF THE EXISTING SUBGRADE WILL BE REQUIRED. 3.11.1 GENERAL COMPACT UNDERNEATH AREAS DESIGNATED FOR VEGETATION AND AREAS OUTSIDE THE 10—FOOTOF • ♦« OF ASTM D 698. 3.11.2 STRUCTURES .-- AND CONCRETE SLABS: COMPACT s a TOP r - INCHES O : B- t :t TO ♦ a , . OF ASTM D 698. COMPACT : i AND SELECT 3.11.3 PIPE TRENCHES: COMPACT FILL, BACKFILL, AND SELECT MATERIALS PLACED IN PIPE TRENCHES 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: rt■,. SHALL BE rr INSTALLED ACCORDANCE OF THE ROAD BRIDGE SPECIFICATIONS,SECTION 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 '■ ■ ■ PERFORM3.14.2 TESTING: ONE OF EACH OF THE REQUIRED #t FOR EACH MATERIAL..• t tt • •- • ■ t AS REQUESTED BY WW ASSOCIATES. t D «1 4 � �. ■ . k #.�,, 4 #■ # #■ • a t .; Rita • MATERIAL:3.14.2.2 SELECT MATERIAL ACCORDANCE 6 FOR CONFORMANCE TO ASTM D 2487 GRADATION D 1140 FOR MATERIAL FINER THAN THE NO. 200 SIEVE; ASTM D 698 OR ASTM D 1557 FOR MOISTURE DENSITY RELATIONS, AS t ■ f 3.14.2.3 DENSITY TESTS: TEST SOIL DENSITY IN ACCORDANCE ASTIM D 2922 AND ASTM D 3017. TEST EACH LIFT AT RANDOMLT SELECTED LOCATI011S 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. y t •- • ■ + D #.! t :. t., t • ■. t x _: ■ . a t . - - a • x t • * ■ D • •- a ■ ■ # ■ *,Tx Op ENGINEERS o SURVEYORS Lie. N . 42267 JR- PLANNERS �� � AsSOCIA Lvn hbu&ig, VA 24502 ChQr ma ilk, VAu 291P1 �'"�� PO 4119 'Ai -- Phone: 434.316.6080 Phone. 434,984,2700 aY pl �.t �� u�e�vt.ty»'associates.nei DATE 1►1 DESIGNED BY. Jve PROJECT. FARMINGTON COUNTRY LU MAJOR A ENDMENT PRASE ALBEMARLE COUNTY VIRGINIA SET REV. NO. DRawnr BY Jae DRAWING NUMBER: ®, TITLE. GENERAL EARTHWORK NOTES DIHR BY. HFiN SHEET NUMBER: WWA NUMBER: !}�/ f��/ f� L / �LJ'i�.ii1 FILE NAME: "'V�V�l14�f'Y�'G.SJwg DISCIPLINE: CM L�A�I� SCALE: �t H. fl�� V. N A DATE: gp ,e�,,q 7101119 �d �i NO. SHEET" REVISION BY DATE NO. SHEET REVISION BY Tup TMP 6OE2-OK-11 60-24 FARMINGTON COUNTRY CLUB if i 3.80 AC. D.B. 668, P. 600 LOT 11, BLOCK K FARMINGTON SUBDMSION TUP TMP TAMP60-4M -------- IX imt, 60-411 TMp I TAMP TMP Tmp 60-4L1 60-4A43 TMP 60-4F 60-4F1 TMP_`, 60-4E TMP TMP Tmp 60E2-OP- 60E3-11 7`MP 60-4DI 60-23 60E2-OP-2 Timp 00 -km TMP OV, 6OE2-OL-10 6 T 0 � p 4D TAMP TMP .. '! \` \+, y 60E3-OK a 60E3-OK-9TiN TMP 6OE2-0L-9 p Y' 60E2-OP-3 TMP TMp 16OE2-OK-12 6OE2-OL- I 1 4"1 (,( 01 0 lip TAMP TMP 6OE2TWP -OL-8 TMP 6OE3-0K-10 60E2-OL-12 60E2-0E-8 TA4p TWP `�p TWP TW 60E2-OP-5 TAMPyf 600-7 6OE-K-4 6OE2-OK-7 O % ' Z 600-1 p&Ar'* na- \ _j/ p TMP 60E3—OJ- Tup 60EJ—OJ-4 L TMP 600-0J-5 AW 60E3-6 -OP-6 Tup Tup 6OF-2-OL-7 6oE3-OK-3 PN v 6 D Tmp F-9 I (�' SO -6 6 IF-0 7 OLD G LF TIP MAINT. LOT „ , 1i 60E2-OF-10 60E3-0K-2 NEW GOLFul Tup ci 0 3 0 Zr TAMP 0 AWNT. LOT PE2-OL- '1C 1p p INDOOR 60E2-OF- 11 _TENNIS '�'/ 4, TMp 6OE2-OL- I LOT TMP 0 60E2-0E-12 Q<j Z S) hz ij TM 60FIlK lg>�� ff 60E2-OF-13 h 61 P �> / / f Tup > 6OE3-OK-14 Tmp� 60E2-UP-74 TMP C TAMP -04 1 0 X"/ 6063 -- 1 M 6OE2-0E-15 CDj(/ jF�jj`j - , \ �. U TMp A-01-3 c XF RPAt COUNTRY RKIWG Q 0 n/— �I� ,� r ( I �� p �,' FARMINGTON � s, UB\ ,, CL B ciplIc LE FRONT CIRCLE. Tup 60E3 PARKING DRIVING c:7 60EJ-01-7 OHEN PARKING RANGE L07 p E:3 TAP 6OE2-I FARIJINGTON DRAE 7� 1-5 600 C )<�cj 600-01-6 OLD TAP FARMINGTON COUNTRY CLUB 2 71.29 AC. LOWER ROOM LOT —EMPLOYEi LOT 7� R D.B.mp .B. 1263, P. 668 OE2-OG-3 UPPER- LOWER GOLF LOT t 7VP EMPLOYEE LOT -OG 2 h TMp 6OE2 4 tin 4 41 1 7UP SOEI-OE-4 (UPPER GOLF LOT Tup Fil ., Tup FARMINGTON COUNTRY CLUB OR -0( Tup 6OE2-OE-1 1.52 AC. OUTDO L 60E2 -OE NIS PARkl 7 6OE2 -2 D.B. 668, P. 800 TAP t Tup TMP 60E 600 -5 r f600-10 Up OILER r 3-0 -1 1A HOU P DAD AR 7Mp J, TMP 7 ly TM '1iu%60EI -ON-2A TM 1. 60EJ-4 TAMP --- 1-OB-1 V 40171-OH-2A -OD-16 TMP 60EI-OE- TMP 5 1 60E1- --71-0c-i EJ TMP p TMp fl 60 -OB-2 cl rV 600-0C-2 TAMP V, GEI-OD-11 60EI-0 -2 - All Y-Q N "I TMp Q 7MP —60ri - -18 60EI -ON-4, 60E1-OH-3 TMP 60EI-OC-3 TMP 60EI -OH-1 I r�l 1j TMP FARMINGTON COUNTRY CLUB p TMP 050E1 -OA-- TMP 0.89 AC. 60EI 0 -5'- TWP 60EI-OE-12 60EI -OE- 7 a D.B. 4534, P. 517 60E1-(2A 3 f/V Tup -7 TMP 800-0c-4 60E1 -OA-4 LD TMp /4' TAMP ccl; 60EI - ON- 6 ?\) /' �y I 6OE1 -OH-4 TMP 1/ TMP TMP 60E1-OA-I 0EI-OE-13Tup 60E1-OE- 11 TMP 250 OEI-OG-8 60EI-OE-8 _NSET Tmp Tmp El UP jo/ >—LF==q� r9j, 60EI-OH-5 TMp lso 6OEI -OE-14 TMP TMP '- TMP 60EI-OH-5A t = D 6OE1 -OE-9 600-10 A'TMP 60EI -0,A-6 Tup p 6OE1-OC-6 60E1 OH-6 TMP 59-37C6 TAdp TMP 59-59D 1\ 59-59G 59-59F X TMP 8O7PE1-OC- Tmp TMp OK TMP 59-59 60E1 -OC-8 60EI-0C-10 J1 Op ,® ENGINEERS SURVEYORS JR- PLANNERS Lic. 42267 AsSOCIATES PO Box 4119 2 3040 Avemore Square P1. Lyn liburg, VA 2450VA 22911 Phone: 434.316.6080 Phone; 434,984.2700 ONAL www.wwassodates. net #+"*+ JDB FARMINGTON COUNTRY CLUB MAJOR AMENDMENT — PHASE 2 ALBEMARLE COUNTY. VIRGINIA SET REV. Nth. DfMWN BY.• JDB DRAWING NUMBER: C-4 TITLE. OVERALL SITE MAP D1HR BY. HFW SHEET NUMBER: 4 of 14 WWA NUMBER: 218045.01 I —I- FILE NAME. 804501AC—OV-1-dwg DISCIPLINE. SCALE. H: ai d -300 V� NIA -- DATE. 7101119 NO. SHEET REVISION BY DATE NO. SHEET REVISION 13Y DATE TM 3 b I W U� 4 t� c� co r 4 Q q} V- N l 4 0 3 3 I U k 9 go F N P� Go ,— N 1-, �Ii Q) Q 00 10.0 AC 00 v­ a. "p 00 9- C4 11 !ail PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT IS THE CONSTRUCTION OF AN EXPANSION TO THE EXISTING KITCHEN. THE AREA OF DISTURBANCE FOR THIS PROJECT IS 0.48 ACRES. 11. EXISTING SITE CONDITIONS ERTY OF THE FARMINGTON COUNTRY CLUB AND GOLF COURSE THE SITE THE SITE IS LOCATED WITHIN THE PROP INC. PRIMARILY EXISTING ASPHALT AND LANDSCAP Ill. ADJACENT PROPERTIES THE SITE IS LOCATED WITHIN THE PROPERTY OF THE FARMINGTON COUNTRY CLUB AND IS BOUNDED BY THE EXISTING KITCHEN AND FITNESS CENTER. IV. OFF -SITE AREAS THERE WILL BE NO IMPORT OR EXPORT OF SOIL MATERIALS. SOIJK ACCORDING TO USDA NRCS SOIL MAPPING, THE PROJECT SITE LIES ON SOIL TYPES: ASHE LOAM (4D), ASHE LOAM (4E), CULLEN LOAM (19B), AND HAYESVILLE LOAM (368). A DESCRIPTION OIF THE SOIL TYPES FOLLOWS: 4D - ASHE LOAM, 1 9B - CULLEN LOAM, 15 TO 25 PERCENT SLOPES 2 TO 7 PERCENT SLOPES HYDROLOGIC SOIL GROUP 8 HYDROLOGIC SOIL GROUP B K FACTOR, WHOLE SOIL RATING .28 K FACTOR, WHOLE SOIL RATING .214 4E - ASHE LOAM, 36B - HAYESVILLE LOAM, 25 TO 45 PERCENT SLOPES 2 TO 7 PERCENT SLOPES HYDROLOGIC SOIL GROUP B HYDROLOGIC SOIL GROUP B K FACTOR, WHOLE SOIL RATING .28 K FACTOR, WHOLE SOIL RATING .2-V VI. CRITICAL AREAS CARE SHALL BE TAKEN TO STABILIZE ALL SLOPES AND PREVENT EROSION, TO MINIMIZE THE TRANSPORT OF SEDIMENT ONTO FARMINGTON DRIVE AND IVY ROAD/US ROUTE 250, AND TO PREVENT SEDIMENT FROM BEING DISCHARGED INTO THE DOWNSTREAM WATER COURSES VII. STORMWATER MANAGEMENT CONSIDERAIFIONS MEASURES NECESSARY TO ACHIEVE POLLUTANT REMOVAL REQUIREMENTS FOR THE PROPOSED IMPROVEMENTS ARE SHOWN AS PART OF THIS PLAN. Vill. OFF -SITE ACTIVITIES m THERE WILL BE NO OFF -SITE ACTIVITIEa 0111�0112.1 1. TEMPORARY CONSTRUCTION ENTRANCE (CE), 3.02: TEMPORARY CONSTRUCTION ENTRANCES SHALL BE IN ACCORDANCE WITH ALBEMARLE COUNTY REQUIREMENTS. A MINIMUM WATER TAP OF 1* MUST BE INSTALLED WITH A MINIMUM I" BALLCOCK SHUTOFF VALVE SUPPLYING A WASH HOSE WITH A DIAMETER OF 1.5" FOR ADEQUATE CONSTANT PRESSURE OR IN LIEU OF A WATER TAP, EACH CONSTRUCTION ENTRANCE SHALL HAVE A WATER TRUCK WITH 2 PRESSURE WASHERS AT ALL TIMES. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO AN APPROVED SETTLING AREA TO REMOVE SEDIMENT. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING STORM DRAINS, DITCHES OR WATERCOURSES. 2. SILT FENCE (SF), 3.05: SILT FENCE BARRIERS SHALL BE INSTALLED DOWN SLOPE OF AREAS WITH MINIMAL GRADEO TO FILTER RUNOFF FROM SHEET FLOW AS INDICATED ON THE SITE PLAN. 4. DUST CONTROL (DC), 3.39: PROVIDE DUST CONTROL AS NECESSARY TO HELP REDUCE THE PRESEACE OF AIRBORNE SUBSTANCES DURING LAND DISTURBING ACTIVITIES. - - - --- - . --- - - - - - . a 2. REFER TO "ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS" #17 AND #18 AND TO TABLE 3.32-D AND TABLE 3,31-B ON DWG C-10 FOR ADDITIONAL INFORMATION, C. MINIMUM STANDARDS ill STABILIZATION OF DEAUDED AREAS: PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN 7 DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN 7 DAY�- TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE, BUT WILL REMAIN DORMANT OR UNDISTURBED FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. MS-2. STABILIZATION OF SOIL STOCKPILES: DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR TEMPORARY PROTECTION AND PERMANEN', STABILIZATION OF ALL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. MS-3. PERMANENT VEGETATIVE COVER - A PERMANENT VEGETATIVE COVER SHAH BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, IN THE OPINION OF THE E&S INSPECTOR, IS UNIFORM AND MATURE ENOUGH TO SURVIVE AND INHIBIT EROSION. MS-4. TIMING AND STABILIZATION OF SILT TRAPPING MEASURES - SEDIMENT BASINS AND TRAPS, STORM INLET PROTECTION, SILT FENCING, AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. MS-5. STABILIZATION OF EARTHEN STRUCTtRES: STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERS1011 IMMEDIATELY AFTER INSTALLATION. MS-6. SEDIMENT BASINS AND TRAPS: SEDIMENT TRAPS & BASINS SHALL BE CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED. A. THE MINIMUM CAPACITY OF A SEDIMENT TRAP SHALL BE 134-CUBIC YARDS PER ACRE OF DRAINAGE AREA, AND SHALL CONTROL A DRAINAGE AREA OF LESS THAN 3-ACRES. B. THE MINIMUM CAPACITY OF A SEDIMENT BASIN SHALL BE 134-CUBIC YARDS PER ACRE OF DRAINAGE AREA, AND SHALL CONTROL A DRAINAGE AREA OF 3-ACRES OR GREATER. MS-7. CUT AND FILL SLOPES: CUT AND FILL SLOPES SHALL BE CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. MS-8. CONCENTRATED RUNOFF DOWN CUT OR FILL SLOPES: CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. MS-9. WATER SEEPAGE FROX A SLOPE FACE: WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. MS-10. STORM SEWER INLET PROTECTION: ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. MS-11. STABILIZATION OF OUTLETS: BEFORE NEWLY CONSTRUCTED STORM WATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH TH E CO -1 M IN U-Mil ROLF m MS-13. CROSSING A LIVE WATERCOURSE: WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIALS SHALL BE PROVIDE1 a,S-14. APPLICABLE REGULATIONS: ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING UVE WATERCOU?.SE11ScJALL-K-MT. MS-15. STABILIZATION OF BED AND BANKS: NIA THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN 17HE WATERCOURSE IS COMPLETED. MS-16. UNDERGROUND UTILITIES: UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS, IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500-UNEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS, EXCAVATED MATERIAL IS TO BE PLACED ON THE UPHILL SIDE OF TRENCHES, EXCEPT FOR ANY DIVERSION DITCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFFSrrE PROPERTY. D. TRENCH BACKFILL MATERIAL SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. F. ALL APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH AT ALL TIMES. v M m k 0 4 MS-19. ADEQUACY OF RECEIVING CHANNELS: PROPERTIES AND WATERWAYS DOWNSTREAM FROM THE DEVELOPMENT SITE SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATES OF STORM WATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURAAON. in 1110MMIX; ALL EROSION AND SEDIMENT CONTROL STRUCTURES AND SYSTEMS SHALL BE MAINTAINED, INSPECTED, AND REPAIRED AS NEEDED TO INSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED AT THE END OF EACH DAY AND AFTER EVERY RAINFALL EVEWT. 1. DAMAGE TO EROSION CONTROL MEASURES CAUSED BY CONSTRUCTION TRAFFIC OR OTHER' ACTIVITY SHALL BE REPAIRED BEFORE THE END OF EACH WORKING DAY. 2. MAINTAIN ALL SEEDED AREAS UNTIL A UNIFORM STAND IS ACCEPTED. 3. CONSTRUCTION ENTRANCE (3.02): PROVIDE FOR EQUIPMENT WASHING AS NEEDED TO PREVENT THE TRANSPORT OF SOIL ONTO EXISTING ASPHALT ROADWAYS. ANY SEDIMENT ON THE PAVEMENT SHALL BE REMOVED IMMEDIATELY. 4. SILT FENCE (3.05): SILT FENCE BARRIERS WILL BE CHECKED DAILY FOR UNDERMINING OR DETERIORATION OF THE FABRIC. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL REACHES HALF WAY TO THE TOP OF THE BARRIER. 5. SEEDING (3.31/ 3.32): AREAS WHICH FAIL TO ESTABLISH VEGETATIVE COVER ADEQUATE TO PREVENT RILL EROSION WILL BE RESEEDED AS SOON AS SUCH AREAS ARE IDENTIFIED. 6. SOIL STABILIZATION BLANKETS & MATTING (3.36): THE MEASURE SHALL BE PERIODICALLY CHECKED FOR UNDERMINING AND TO ENSURE THAT IT IS SECURE AND FUNCTIONING AS INTENDED. 7. DUST CONTROL (3.39): PROVIDE DUST CONTROL IN AREAS SUBJECT TO SURFACE AND AIR MOVEMENT OF DUST WHERE ON -SITE AND OFF -SITE DAMAGE IS LIKELY TO OCCUR IF PREVENTIVE MEASURES ARE NOT TAKEN. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE-CONISTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 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 AUTHO?,1rY. mw nlm;lw. ;12:1101T 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 INERF 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 TO COMPLIANCE WITH SECTION 13-301 OR 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, IN 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 PROR%mvl". 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL, FERTILIZER SHALL BE APPLIED AT 10OOLBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/1OOOSF, ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. NEW 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SEC11ON 17-204G). 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B). SEQUENCE OF CONSTRUCTION 1. CONTRACTOR TO SCHEDULE AND ATTEND A PRE -CONSTRUCTION MEETING WITH ALBEMARLE COUNTY AND OBTAIN ALBEMARLE COUNTY LAND DISTURBANCE PERMIT PRIOR TO THE START OF ANY LAND DISTURBING/ CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PLAV. 2. INSTALL PERIMETER CONTROLS AND INLET PROTECTIONS IN LOCATIONS SHOWN ON THE PLANS PRIOR TO BEGINNING CONSTRUCTION. 3. PERFORM GRADING OPERATIONS TO BRING SITE TO ELEVATIONS AND MAINTAIN POSITIVE' DRAINAGE TO SEDIMENT TRAPPING DEVICES. STABILIZE AREAS AS THEY ARE BROUGHT TO GRADE WITH SEEDING OR GRAVEL. 4. CONSTRUCT IMPROVEMENTS AS SHOWN ON PLANS. 5. STA131LIZE ALL REMAINING DISTURBED AREAS, 6. ALL EROSION AND SEDIMENT CONTROLS SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION OR WHEN MEASURES ARE NO LONGER NEEDED. REMOVALS ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 7. CLOSE OUT THE PROJECT. STORMIER MANAGEMENT NARRAME THE NEW IMPERVIOUS AND TURF AREAS FOR THE KITCHEN EXPMSION ARE INCLUDED AS PART OF THE STORMWATER ANALYSIS FOR *FARMINGTON COUNTRY CLUB MAJOR AMENDMENT - PHASE 1n. STORMATER QUANTITY AND QUALITY CALCULATIONS ARE PROVIDED AS PART OF THE PHASE 1 PLANS. STORMWATER QUALITY FOR THE IMPROVEMENTS SHOWN ON THESE DRAWINGS AND FOR THE IMPROVEMENTS DEPICTED ON "FARMINGTON COUNTRY CLUB MAJOR AMENDMENT - PHASE 1m WILL BE PROVIDED WITH THE PURCHASE OF NUTRIENT CREDITS. 2.69LBS OF NUTRIENT CREDITS WILL NEED TO BE PURCHASED FROM AN APPROVED FACILITY TO ADDRESS THE STORMWATER QUALITY REQUIREMENTS FOR PHASE I AND PHASE 2, STORMWATER QUANTITY FOR PHASE 1 AND PHASE 2 IS PROVIDED WITH THE DETENTION POND CONSTRUCTED WITH THE "FARMINGTON COUNTRY CLUB MAJOR AMENDMENT - PHASE 1" PLANS. Op p �,% led Lic., N 42 1 267 0 0 TONAL 1 DESIGNED BY. -now JDB GNEERS DIMWN BY. SURVEYORS HUS PLANNERS A DIHR BY. AsSOCIATES HFIN PO Box 4119 3040 Avemore Square PL Lynchburg, VA 24502 ChAcu­ffl�, VA 22911 WWA NUMBER: Phone: 434.316.600 Phone: 434,994.2700 www.wwassoclates.irrct 1 218045.01 PROJECT. FARMINGTON COUNTRY CLUB MAJOR AMENDMENT - PHASE 2 ALBEMARLE COUNTY VIRGINIA SET REV. NO. DRAWING NUMBER: C-8 TITLE: EROSION AND SEDIMENT CONTROL NARRUIVE SHEET NUMBER: 8 of 14 FILE NAME. 804501AC-ENS- I.dwg DIS CIPLINE. CML SCALE. H: N/t4 V. NIA DATE. 7101119 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE `C N I 10 cif a a 0 co s a V- "OINaTRU TlO1' r 8 Z PAVEMENT PROFILE '70 WIN. 'STO NE co cj T RUC,TltyN rA YP►yIA.I-T PAWED F42, W!<-- f� • f vp I}��'.4 (YY� r a NT R6, f��' + E XTi:ND €�'UL° WID1'► � � 1vC4 Sc�6 v�E �I . OF IPE►,�R S`S MIND t_ORFSS f€ � I I►iG t 1.`JII< .. G P RATIN AN SITVL EJR.t,,3NAGE SEDIMENT 6,PPiNG DEVICE .SECTION A —A A niir tiiuni water tap of I iriclx must be iastafted with a inhiirtrtuil I inch ballcock shutoff valve supplying a wash hose NNt1i a diameter of 1.5 inches for adequate corn Cant pressure. N rash water' rr ust .fie canied away, 4orrr the entrance to an approved settling area to reitlove se(l rent. All sediment shall 1 4& prevented from enter-htg :storxrr dr'airxs, glitches, or watercourse , PAVED WASH RACK NO SCAL.E CONSTRUCTION OF .A SILT FENCE � F (WITHOUT WIRE S UPPCR I`) 1. SET THE STARES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6'MAX. 4 >rry' FLOW r ,/ 4" 3, STAPLE FILTER MATERIAL 4, BACKFILL AND COMPACT TO STAKES AND EXTEND THE EXCAVATED SOIL. IT INTO THE TRENCH. FLOW SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) FLOW 3 WX A B IIII� POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control,VA, DSWC PLATE. 3.05-2 Sherwood and Wyant RUNOFF WATER WITH SEDIMENT GRA VEL AND WIRE MESH DROP FIL TER SPECIFIC APPLICATION GRAVEL.(12-MIN. DEPTH) THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAIIIACTE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. * GRAVEL SHALL BE VDOT3,r57 OR5 COARSE AGGREGATE. SOURCE: VA. DSWC PIPE OUTLET CONDITIONS A A PLATE. 3.07-2 ram' 'IPE OUTLET TO FLAT .REA WITH NO DEFINED HANNEL r per— L a n7 i �= SECTION A —A FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER. 3dQ (MIN.) 'IPE OUTLET TO WELL ?EFINED C14ANNEL U 7 � d SECTION A —A FILTER CLOTH KEY IN 6" 9'", RECOMMENDED FOR ENTIRE PEPIHETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d - 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. Source: Va. DSWC Plate 3.13-1 w f ! F 1' / 1 �1 f�R�i � !f ri i• fi i + } 1 � + r : ifyfii�ii. ya E/!i f i_ `i 1 1 y iEfEilf1E*4iE�fEiliEfffiitifE*Efy#_��_�+- -�f'1f4fsfYfElisLiiw�:fiEt.,i- '' � � n � R w # i # i iiiii # # # . ♦ ! i # 1 i i i sisi#ii##i ji-IERSPECTIVE VIEW ' f ffiff `fffi r st♦fifstl i ii 6 4 iL f Li$fyi�ifiEifffiiifififiliff �t fsasssesf f E E+ r s i i r i s i • f} f'i lfyfify`ffftfii�,r�f�lflir �f�f�f��iff�} �if�fif f iiff {,M iif ii i�fa� i fOUR :t ti*it sif sif t siiif� tsitisissisis#'Fib* ffsfsifffssffssff#„E } i E s i i E E E i E +� s E i♦ E- �i#fifffifffii! ffi ifAifif;�if�R! PERSPECTIVE VIEW PLASTIC FENCE SOURCE: * ► PLASTICS YDOT ROAD AND BRIDGE STANDARDS PERSPECTIVE VIEW METAL FENCE LATE. 3.1-1 TABLE.� MIXTURESSITE SPECIFIC SEEDING e PIEDMONT .. Totalt. Minimum Care Lawn - Commercial or Residential 17-200 lbs. - Kentucky 31 or Turf -Type Tall Fescue 9 -100 - Improved Perennial Ryegrass 0-5% - Kentucky Bluegrass 0-5% l.. li h-Maintenance Lawn 200-2 0 lbs, - Kentucky 31 or Turf -Type 'fall Fescue 100% General Sloe 3:1 or less Kentucky 31 Fescue: 1.23 lbs. - fed Top Crass 2 lbs. - Seasonal Nurse Crop -D lbs. 150 lbs. ,LDw-Maintenance Sloe (Steeper than 3:1 - Kentucky 31 Fescue 108 lbs. Red Top Crass 2 lbs. - Seasonal Nurse Crap * 20 lbs; - Crownvetch 20lbs;. 10 labs: * Use seasonal nurse crap in accordance with seeding elates as stated below: February 16th through April ...... . . ............. . Annual Rye May 1st through August lath ..... . .... . . . ... . ... Foxtail Millet August 1 th through October ...................... Annual Rye November through February 15th . . . ..... . .. . ....... Winter Rye * * Substitute Sericea lespedeza for Crownvetch east of Farmville, Va. (May through September use hulled Sericea, all other periods, use unbulledSericea). If Flatpea is used in lieu of Crownvetch, increase rate. to 30 lbs./acre. All legume seed must be properly inoculated. Weeping l ovegrass may be added to any slope or low -maintenance mix during warmer seeding periods; add 10-20 lbs.%acre in mixes. 192 ACCEPTABLEe t } PLANTMATERIALS REFERENCE t REGIONS" AU Rate Planting Dates ciea -Lbs .e-) Sept. I - Feb. 15 50150 Mix of Annual Ryegrass (Lolium. multi-fllo 0 - 10 Cereal (Winter) lye Secal � eereale) Feb. 16 w Apr. 30 Annual Ryegrass 0 - 100 lruxrr multi-florum) May I _ Aug 31 German Millet 50 (Setaria italica) Source: Va. DSWC z OUTLET PROTECTION DESIGN Outlet Hydraulics Apron : v �i CL as ; > o r z T� t ©_ > J cs S ' > remarks Outfall, sta 10+00 1.25 1.47 70.00 1 10.0 9-0 10.25 1 Gass AI TI Off , Q� � d,r].Ci. � d'2�:��% qt+7 �,���� � DATE ENGINEERS SURVEYORS Pl.t�l'*TNERS AsSOCIATES PO Box 4119 3040 Avemore Square PI. Lynchburg, VA 24502 Charlottesville, VA21911 Phone. 434.9&4.2700 Phone: 434.316.6080 iaww.%N%vassociates.net DESIGNED BY. PROJECT: FARMINGTON COUNTRY CLUBS� MAJOR AMENDMENT - PHASE ALBEMARLE COUNI l-1 VIRGINIA REVN®, DRAWN BY.- HMS DRAWING NUMBER. '�' ,� C TITLE. EROSION AND SEDIMENT CONTROL DETAILS QlNR 8Y: HfW 7 pt SHEET HEE r NUMBER: : � C � °� WWA NUMBER: 218045.01 FILE NAME. 804,E©tAC Ei1rS-3. r�wq DISCIPLINE: �lYti SCALE: N: NIA V. N A DATE. �' .� I Q• N ���� REVISION 1 L. V +Y BY DATE N©. SHEET REVISION BY 3 10 1� Q 00 r 4 a '¢ go V_ C4 0 3 I U �C! DECK:: > k l( \ PEACOCK ALLEY m? tt �Q j f 1I r 1 r > ' 1 �o r 0 lJ r 1M lil 'r IF THIS DRAWING IS A REDUCTION 1 GRAPHIC SCALE MUST BE USED r SCALE. 1 _ 20' ! f h. W f 20' O 20' R1lALL 1 BAR c> r z "D G73 J o Iv NSION PRE—DEV'ELOPDED ®MP 7 z\ � N. REFER TO "FARMINGTONZT 8 MAJOR AMENDMENT PHASE 10 OR CALCULA11ONS./ 0 7 I Gj ELEC. IdiE_ER 7\ 650 AC. C �?RAfRI \\\\ { t� CHILLER GENE 14 1 'P4D ELEC. L tNt ET GRATE 1 ELEC. METER TENNIS FITNESS COURT CENTER J LADIES LOCKER ROOm o z 1! 2ND FLOOR �- G z % I� X 6 8. 4 §' BMP ANALYSIS AREA PRE -DEVELOPED CONDITION DECK t 4 0 O � PEACOCK ALLEY PEACOCK ALLEY Ra Q Uj IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 _ 20" O' O 20' BAR EXPANSION !*PDE BMP TO"FARMINGTON MAJORM CLUB AMENDMENT :wa� 47irw ' ` f Tap �O CLUB F c N c�u J, zQ ! r m }� v� C) `\ DX. 1 271.29 6 P. 8 t � 4 MEN A'( ` rWi ❑ r 01 -646 F 11, A,, ITRENC`! — ` DRAIN WATEF V� \ILL V� PROPANE TANKS b J ELEC. 050 _ a TER AI,_ S 6' EL ?AV CHILLER GENERA• Jt \PAD`\ a! ELEC. — — { METER 1 Y .�A 12 "A Z YARD , \ N GRATE RATE '1�� EL CC METER TENNIS FITNESS } ' 1 LADIES COURT CENTER 4 LOCKER ' `1 R OON a z 11 LAND j z ,FLOOR 1\ 1 1 12 BMP ANALYSIS AREA POST -DEVELOPED CONDITION n a t!) Tj 'iH Op ENGMERS � SURVEYORS �.. PLANNERS uric. N . 42267 AsSOCIATES �^I� ,..• ,✓ PO Box 4119 3040 Avemore Square Pl. Lynchburg,4`A24502 ChAone ille,VA22911 ....... ...... St .. :. ........ Phone: 434.316.6C180 Phone. 434.994.2700 lONA�, ++jl we,„•.,3bYassociakes.net DESIGNED BY: JDB PROJECT. ARMi 1 FARMINGTON COUNTRY MAJOR AJ1+�'L��1DME1 AMENDMENT — PHA ALBEMARLE COUNTYVIRCINIA SET REV N®. DRAWN 8Y.- HMS DRAWINC NUMBER: TITLE: BMP ANALYSIS AEA MAP DtNR 8 �� `THE NUMBER: 1 ,O 1 WWA NUMBER: 218045.01 FILE NAME. 804501AC_SMW-1.dwg DISCIPLINE. CMiL SCALE: at H: 1 =20 V. NIA DATE: �, NO. SHEET REVISION BY DATE NO. SHEEP REVISION BY DATE Go N a 0 3 3 a Go V- N 3 b M 1 4 Q Q co "9c V_ Q. Q Q co V_ M Q b 3 3 1 C�J 00 i� 9'/2"I 2'-7" PLAN (GRATE REMOVED) DIMENSIONS FOR ,,CAST 1RON ONL) '/2 SECTION CAST IRON - vim— '/2 SECTION STEEE 2'-7" LUGS TO BE 1 31i2„ L 2 f2„ x 2Y2« x I/s„ CAST WITH 10'--4" LONG COLLAR -7- B OPTIONAL BRACE RIBS CAST GALV. IRON STEEL 6n6 ± I 43. 3 LBS 3 LBS INCLUDING INCLUDING LUGS CONNECTORS ONE WELDED JOINT WELD ALL CONNECTORS TO COLLAR °fz" x 1'iz" x 4"� ''/2„ x 4„ LUGS I 12 I 9%2 STUD SHEAR CONNECTORS DETAIL A SECTION B-B COLLAR DETAIL /2" MIN RAISED LETTERING DUMP NO WASTE DRAINS TO WATERWAYS DETAIL B DETAIL A -I 2'-6" y 4'-2" 1' 3„ 2'-7„ CLOTH I DETAIL 6 4" DEPTH AGGR. #68, #78 OR w w w �'n _ #8 x 6" WIDT n.a as p n. / Nz ali as a ,.a-;�Sp 3" DIAMETER N Tn Pt [� . COLLAR WEEP HOLE = z z z SEE NOTE B g 12" 12"-15"-18" OR 24" G A AS R m LS ® SEE DETAIL B SECTION A -A CONCRETE QUANTITIES FOR MIN. DEPTH 12°' CONCRETE PIPE - 1.440 CU. YD. CONCRETE 15"' CONCRETE PIPE - 1.528 CU. YD. CONCRETE 18" CONCRETE PIPE - 1.620 Cu. YD. CONCRETE 241, CONCRETE PIPE - 1.817 CU. YD. CONCRETE ADD 0.469 CU. YD. PER ADDITIONAL FOOT OF DEPTH. NOTES 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. FOR DEPTH GREATER THAN 10' USE STANDARD DI-lA 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF THE OUTFALL PIPE TO THE TOP OF THE STRUCTURE. PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING PURPOSES AND THE ACTUAL DIMENSIONS SHALL BE DETERMINED BY THE CONTRACTOR FROM FIELD CONDITIONS. 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE NCLUDED IN THE BID PRICE FOR THE STRUCTURE. 4. IN THE EVENT THE INVERT OF THE OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT STANDING R PONDING OF WATER IN THE STRUCTURE. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO INLET SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" OR GREATER. FOR DETAILS SEE STANDARD ST-1. 6. THIS ITEM MAY BE PRECAST OR CAST - IN -PLACE. 7. #4 X 8" SMOOTH DOWELS AT APPROXIMATELY 12" C-C TO BE PLACED IN ALL AREAS ADJACENT TO ABUTTING CONCRETE TO PREVENT SETTLEMENT. IN LIEU OF DOWELS A 2"X4" NOTCH MAY BE PROVIDED. SEE STANDARD T-DI-3, 4 FOR ALTERNATE DESIGN. 8, 3" DIAMETER WEEP HOLE WITH 12" X12" PLASTIC HARDWARE CLOTH I1/4" MESH OR GALVANIZED STEEL WIRE, MINIMUM WIRE DIAMETER 0.03", NUMBER 4 MESH HARDWARE CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF THE STRUCTURE. 9. CAST IN PLACE CONCRETE IS TO BE CLASS A3 (1,3000 PSI). PRECAST CONCRETE IS TO BE 4000 PSL 10. ANY ALTERNATE METHODS OF ANCHORAGE MEETING THE APPROVAL OF THE ENGINEER MAY BE SUBSTITUTED FOR THE CAST IRON LUGS AS SHOWN HEREON. 11. DUMP NO WASTE DRAINS TO WATERWAY LETTERING IS REQUIRED ON ALL DI-1 GRATES, LOCATION OF LETTERING MAY VARY BY MANUFACTURER. STANDARD DROP INLET SREIRCATREFEREFERENCE C0EN REV 8/07 1211 - 2411 PIPE* MAXIMUM DEPTH (H) 10' 233 104A9 VIRGINIA DEPARTMENT OF TRANSPORTATION 3OR NOTES: 1, THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3, CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4, AS 3DEP5H OF CURB DEPTH)RMAY BE INCREASEDDASED AS MU H AS 31, (211. DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSVMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. CG-2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CO-6 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, IN THE SECTION ON GS URBAN STANDARDS, 2" RADIUS as , h �A SURFACE o- A ,A, o• a a•' BASE 6" 105 502 0 0 z w v1 VIRGINIA DEPARTMENT OF TRANSPORTATION CG-2 ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 201.01 '010 10 4I w` 5'-0' UNLESS OTHERWISE NOTED ON PLANS 1.0' 1.0, 2X SLOPE UNLESS OTHERWISE NOTED ON PLANS d SIDEWALK DE ,AIL NOT TO SCALE ■,. a �rw a , //////� ilk ILIi21 i% • MATCH EXISTING PAVEMENT OR REPAIR AS SPECIFIED (WHICHEVER IS GREATER) 4 ' � SEE NOTE No, 3 FOR ; COMPACTED BACKFILL MATERIAL TRENCH WIDTH (2'-0" MAX) NOTES: 1. ADJUSTING ELEVATIONS OF EXISTING MANHOLE FRAMES & COVERS AND OTHER CASTINGS TO FINISHED GRADE AS REQUIRED. 2. SEE SPEC. SECTION 02500 FOR ADDITIONAL PAVING REQUIREMENTS. 3. PROVIDE COMPACTED VDOT No. 21A COARSE AGGREGATE FILL MATERIAL FOR PAVED AREAS, PROVIDE COMPACTED BACKFILL . MATERIAL FOR NON —PAVED AREAS. SEE SPEC, SECTION 02200 FOR ADDITIONAL INFORMATION. 24' J 12" PIPE SIZE 12° LOCATE TAPE %'`�/� �x OMPACTED EARTH TRACER WIRE FOR PVC PIPE SELECT MATERIAL COMPACTED IN 6" LAYERS MINIMUM COVER SHALL BE 36 INCHES UNLESS SHOWN OTHERWISE ON PLANS. It! OkiTH Tl -AA Li�c�. �N . 42267 ,E '+' Js ✓ y' -V `s*rONAL �► DESIGNED BY: ENGINEERS J©e DRAWN BY. SURVEYORS ape PLANNERS DIHR BY; AsSOCIAT HFW PO Box 4119 3040 Avtrnore Square Pl. ��/��(/� Lynchburg, VA 24502 Charlottesville, VA 22911 YY YIt`1 I�l UMBER: Phone: 434.316.6080 Phone: 434.9ff4.�700 - WWWAvwa5SOclate5.neY 218045.0 PROJECT. ARMIN��N COUNTRY L MAJOR AMENDMENT — PHASE ALB MARE IQt.� Y VIRGINIA SET REV. N®. DRAWING NUMBER: '® TITLE: SITE DETAILS �/ NUMBER: SHEET 1 of 14 F1LE NAhfE: $D450iAC_ND-ND g DISCIPLINE: ICML SCALE: H: N/A V. NIA ©,ATE: 0 i � NO. SHEET REVISION BY DATE N©. SHEET REVISION BY DATE 0/ 648 X < + 14 J, C-) 648— FTI -53 ?z NOTE:', ',,PHASE 1 -STORM- SEWER WILL BE OFARIAINIGTON COUNTRY CLUB MAJOR SITE CONSTRUCTED AS PART -OF THE PLAN AMERMEPM -PHASE I* PLANS. -,CONTRACTOR SHALL PRdVtDEA 5' STUB PHASE I El AT -STR-1 1 FOR FUTURE CONNECTI _ON. 7,/ 11406 "l 5+00 X 4 PR8VIDE 5ST6­8 FOR FUTURE CONNECTION. L X —0 A LIMITS OF CONSTRUCTION, 7YP. (7) F_ FTI q z Am, /r-j 0 10 Ai z J11 'Al 0 0 lZ 0 J_ 14W C_ UMrTSl_pF CONST7UCTION. TYP. F— F- 0 c- /v 8 0" v I p DETENTION __Tj POND K .-A V Mll 0 OUTFALL > F_ 13+50 14+00 14+50 ENGINEERS SURVEYORS PLANNERS AsSOCIATES PO Box 4119 3040 Avernore Square Pl. Lynchburg, VA 24502 Ch.d.u­qlle, VA 22911 Phone: 434.316.6080 Phone: 434.984,2700 w%bw.%wassuciates.net M I c U O m rdC)oa 9f pMa NMI NOTE: REFER TO DWG C-9 FOR ADDITIONAL EROSION CONTROL MEASURES IN COURTYARD N3HJiJ>l tins Jed 0) 15+00 15+50 16+00 DESIGNED BY. PROJECT. FARMINGTON COUNTRY CLUB SET REV NO. JDB MAJOR AMENDMENT — PHASE 2 DRAWN BY. ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: DIHR BY. JDB TITLE: STORM SEWER HFW PLAN & PROFILE SHEET NUMBER: WWA NUMBER: FILE NAME. DISCIPLINE, SCALE." DATE: 218045.01 8O4501AC_SJWW-3.dwg CML H: AS SHOWN 7101119 14 of 14 V AS SHOWN