The URL can be used to link to this page

Home My WebLink AboutWPO201700042 Plan - VSMP Minor Amendment 2 2018-11-19GENERAL NOTES 1. 0 WIVERIDE VEL OPER. SHEEFLEE, LLC AT7N: PETER LAZAR 1730 SAGE LANE BLACKSBURG, VA 24060 (540) 250-3261 SITE ADDRESS: 1317 PARKVIEW DRIVE CROZET, VA 22932 ENGINEER. COLLINS ENGINEERING 200 GARRETT ST, SUI7LF K CHARLOTTESVILLE, VA 22902 (434)293-3719 2. TAX PARCEL NUMBER: 56-67A ZONING DISTRICT PRD (PLANNED RESIDEN77AL DEVELOPMENT) IMTH PROFFERS. SEE APPROVED SHEET C3-03. ZMA2007-00012 SETBACKS: FRONT 35' REAR: 35' SIDE. 35' J. LEGAL REFERENCE. D.B. 1086, PG. 583 4. TOPO & SURVEY.• BOUNDARY AND TOPOGRAPHIC INFORMA770N AS SHOWN HEREON 1S BASED ON ACTUAL )FIELD SURVEY DONE BY GAY AND NEEL, INC FROM 414107 TO 3119108. S17E WAS FIELD VERIFIED BY COLLINS ENGINEERING ON MAY 2, 2017 5. U77LI77ES: THE ACCURACY OF U77LITY MARKS AS SHOWN HEREON ARE 1-2 FEET HORIZONTALLY" FROM THE ACTUAL LOCA77ON OF THE BURIED U77LITY. 6. ZONING/PLANNING AREAS: TOTAL PARCEL AREA: 268,201 SF (6.155 AC.) EXIS77NG TOTAL BUILDING AREA: 4,120 SF (FOOTPRINT) PROPOSED BUILDING AREA: 25,100 SF (FO07PRINT) BUILDING HEIGHT' LESS THAN 35 FEET PAVED PARKING & VEHICULAR CIRCULA77ON AREA: 27,900 SF PEDESTRIAN WALKWA Y.• 8,725 SF PERCENT IMPERVIOUS: 24,230 SF (9.3X) RECREA77ONAL SPACE REQUIRED: 5,200 SF (200 SF PER UNIT) RECREA 77ONAL SPACE PROVIDED: 18, 385 SF Z PARKING TABULA770NS. PARKING SPACES REQUIRED: 52 IN ACCORDANCE WITH APPROVED REZONING (2 SPACES PER UNI T) PARKING SPACES APPROVED: 54 SPACES (INCLUDING 2 HANDICAP PARKING SPACES) 8. LANDSCAPING AREAS.• OPEN SPACE REQUIRED: 25X = 1.54 AC OPEN SPACE APPROVED. 75.47X = 4.645 AC PARKING LANDSCAPING REQUIRED. 5% OF PARKINGICIRCULAT70M AREA = 1,395 SF PARKING LANDSCAPING APPROVED. 1,527 SF 7REE CANOPY REQUIRED: 20% OF S17E = 5J,640 SF TREE CANOPY APPROVED: 79,107 SF 9. PARKING SPACES SHALL BE DELINEATED BY 4" S7RIPING 10. DISTANCES AND RADII REFERRED TO ARE TO THE EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED. ALL RAO1# 5 FOOT UNLESS OTHERWISE NOTED. 11. ALL SIDEWALKS ARE TO BE FLUSH WITH ADJACENT GRADES, UNLESS OTHERWISE NOTED. 12. CON7RACTOR SHALL VERIFY BUILDING DIMENSIONS WITH ARCH17ECTURAL PLANS, PRIOR TO STAKING BUILDINGS. 13. CONTRACTOR SHALL CALL "MISS UTILITY" AT 1-800-552-7001 AT LEAST 48 HOURS PRIOR TO ANY EARTHWORK BEGINNING. ACCURACY U77LITY MARKS ARE 12 FEET HORIZONTAL FROM THE ACTUAL LOCA77ON OF THE BURIIED URLITj°: 14. A PRF CONS7RUC77ON MEE77NG WITH THE COUNTY WAS HELD PRIOR TO CONS7RUC770N. 15. A PRE-CONSTRUC7701V CONFERENCE WAS HELD WITH THE ALBEMARLE COUNTY SERVICE AUTHORITY PRIOR TO THE START OF WA7ER%WAS7FWA7ER CONS7RUC770N. 16. IT IS THE CON7RACTOR'S RESPONSIBILITY TO MEET COMPLIANCE REQUIREMENTS WI7H SEC77ON 5.91-406, ET SEQ. OF THE CODE OF VIRGINIA (OVERHEAD HIGH VOLTAGE LINES SAFETY ACT). 77. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS BEFORE BEGINNING CONS7RUC7701C THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING 7HE S17E IN ACCORDANCE WITH THE STORMWA7FR POLLIU7701V PREVEN77ON PLAN AND ASSOCIA7ED RECOROKEEPING 18. ALL CONSTRUC77ON WILL BE IN ACCORDANCE WITH ALBEMARLE COUNTY STANDARDS AND SPECIFICA77ONS 19. UNLESS SHOWN OR SPECIFIED OTHERWISE, METHODS AND MATERIALS SHALL BE IN ACCORDANCE WITH VDOT (ROAD AND BRIDGE STANDARDS LA TEST ED1770N. 20. CONTRACTOR SHALL COORDINATE INSTALLA77ON AND DESIGN OF ALL PERMANENT ELEC7RICAL SERVICE, TELEPHONE SERVICE, GAS SERVICE AND CABLE TV: 2L WATER ME7ER, METER BOX, TAP INTO EXISTING WA7FRLINE AND TAP INTO EXISTING SEWER LINE SHALL BE DONE BY COUNTY PERSONNEL AT OWNER'S EXPENSE. CONTRACTOR SHALL COORDINA7E INSTALLATIONS AND REQUIRED LOCATIONS CONNEC77ON FEES WILL ALSO COVER THE COST OF THE ME7ER. CONNEC77ONS TO THE WATER AND WASTEWA7ER SYS7EM ARE THE RESPONSIBILITY OF THE CONTRACTOR. IF A TAPPING SLEEVE AND VALVE IS REQUIRED, THE ACSA CAN MAKE THE TAP FOR A FEE AS OUTLINE IN THE ACSA'S RULES AND REGULATIONS 22. ALL PUBLIC U77LI77ES WILL BE VISUALLY INSPECTED BY THE COUNTY'S INSPECTOR PRIOR TO BACKFILLING THE TRENCHES, INCLUDING ALL U77LITY CROSSINGS 2,3 ALL UTILITIES TO BE MAINTAINED BY THE COUNTY SHALL BE WITHIN DEDICATED RIGHTS-OF-WAY OR EASEMENTS 24 BACKFLOW PREVENTORS TO BE PROVIDED BY THE OWNER AS REQUIRED BY ALBEMARLE COUNTY. 25. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY U77LI77ES DAMAGED AS A RESULT OF CONSTRUCTWON AC771477ES VERIFY LOCAT70N OF ALL EXIS77NG U77LI77ES PRIOR TO BEGINNING WORK. 26. S17E LIGH77NG WAS REMOVED FROM THE APPROVED PROJECT. NO EX7ERIOR LIGH771VG IS PROPOSED IN THE S117E PLAN. 27. ALL U77LI77ES SHALL BE UNDERGROUND INSTALLATION. 28. A POR77ON OF THE SUBJECT PROPERTY IS LOCATED W7HIN A FE. MA. DESIGNA7ED 100 -YEAR FLOOD ZONE. THE SUBJECT PROPERTY PAR71ALLY LIES WITHIN ZONE A" AND X" AS SHOWN ON FLR.M. COMMUNITY PANEL NO. 51003CIO235D, EFFECTIVE DATE OF FEBRUARY 4,2005. THIS DETERMINA77ON HAS BEEN MADE BY GRAPHIC METHODS ONLY. )NO ELEVA77ON STUDY HAS BEEN PERFORMED AS A PART OF THIS PROJECT. 29. ALL AC77VI77ES IN PUBLIC RIGHT-OF-WAY SHALL CONFORM 'TO VDOT WORK AREA PR07EC77ON MANUAL (MOST RECENT EDITION). 30. THE MINIMUM REQUIRED DENSITY FOR ALL COMPAC77ON SHALL BE 95% OF MAXIMUM DRY DENSITY W177-1 A A401STURE CO1V7ENT W77HIN .t2X OF 7HE OP77MUM. 31. PAVEMENT WORK WT THIN THE RIGHT OF - WAY REQUIRES THE FOLLOWING INSPEC77ONS.• A. SUBGRADE PRIOR TO PLACEMENT OF BASE STONE B. BASE STONE PRIOR TO PLACEMENT OF PAVEMENT C. PA VEMENT 32. U77LI77ES SHOWN HEREON ARE BASED ON AVAILABLE ABOVE" -GROUND STRUCTURES (VALVES, MANHOLES, ETC.). N FOR Y PREVEN77ON PLAN O /4N OFFSITE WA R POLLUTION PR N APPROVED E&S STORM TE FOR NG A A OVE 33: OWNER RESPONSIBLE O OBTAIN) GRADING AND FOR OBTAINING AN APPROVED EROSION AND SEDIMENT CONTROL PLAN AND STORM WATER POlLLU77ON PREVEN77ON PLAN BEFORE OFFSI7E GRADING CAN BEGIN. 34. C0NS7RUC77ON OF ALL U77LI77ES TO BE DEDICA7ED TO COUNTY SHALL ADHERE TO COUNTY'S SPECIF7CA77ON.S, AND SHALL BE INSPECTED BY THE COUNTY PRIOR TO ACCEPTANCE. 35. NO INDIVIDUAL LOTS ARE PROPOSED AS PART OF THIS DEVELOPMENT: CONDOMINIUM DOCUMENTS, PLANS, AND PLATS WILL BE DEVELOPED FOR ESTABLISHING OWNERSHIP INFORMA770N. 36. IN CONJUNC77ON WITH THE APPROVED REZONING (ZMA 2007-00012), THE FOLLOWING WAIVERS WERE GRANTED • WAIVER OF THE BUILDING SEPARA77ON REQUIREMENTS OF SEC7701V 19.8 • PROFFERS DA7FD NOVEMBER 14, 2007 AND SIGNED NOVEMBER 5, 2007 APPROVAL OF 7HE PRIVA7F S7REET REQUEST FOR PARK VIEW DRIVE WAIVER OF SECTIONS 14-410 H OF CURB/GUTTER REQUIREMENTS FOR PARK VIEW DRIVE • APPROVAL OF SEC77ONS 14-422 A & D OF 7HE PLANTING STRIP AND SIDEWALK REQUIREMENTS FOR PARK VIEW DRIVE 37. A VARIETY OF DWELLING TYPES 15 APPROVED, WITH A TOTAL NUMBER OF 26 RESIDENCES PROPOSED. SEE THE 517E PLAN FOR ADD177ONAL INFORMATION FOR THE BREAKDOWN OF BUILDINGS. A GROSS DENSITY OF IS 4.22 UNI TS%ACRE IS PROPOSED. 38, UPON APPROVAL OF THE .SITE DEVELOPMENT PLANS AND GAINING NECESSARY PERMIT, 7HE DURA77ON OF CQNS7RUC77ON IS EXPECTED TO BE 12-15 MONTHS 39. SUBJECT PARCEL IS IN THE BEAVER CREEK RESERVOIR WA7ER SUPPLY WATERSHED. 40. SITE DEVELOPMENT PLAN IN GENERAL CONFORMANCE WITH APPROVED REZONING (ZMA 2007-00012) AND ALBEMARLE COUNTY ZONING ORDINANCE S17E PLAN REQUIREMENTS SECTION 326. 41. THE PROPOSED BUILDINGS SHALL BE ADDRESSED AS STARGAZER LANE (PRIV47E), THE EXISTING BUILDING KCLL BE ADDRESSED AS 7FA6ERRY LANE (PRIVATE). 42 A PRECONS7RUC7701V CONFERENCE WAS HELD WI7H THE ALBEMARLE COUNTY SERVICE AUTHORITY PRIOR TO THE START OF WATERIW4S7FWA7ER CONSTRUCTION. 4L I *ff4olb p MP PLAN A (AMENDMENT TO WPO 201700042) WHITE HALL MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA MAL - SCALE. 1 "=10W PROPERTY UNE 2100 - IuXIST1NG 2' C WOURS IO PROPOSED 2' C_ONTOURS x 955}`613 EXISTING SPOT ELEVATION " 8 PROPOSED GRAVEL ,P PROPOSED SPIN ELEVATION, X ff PIC �� ELEVATION PROPOSED CONCRETE/SIDEWALK PROPOSED 'SOTTOM4 CURB ELEVATION S"S-= = EXISTING SANITARY SEWER MAN we" ""91"M PROPOSED SANITARY 'SEWER ` 6"W-`-- EXIS11NO WATERLINE EXISTING OVERHEAD ELECTRIC PROPOSED WATERLINE ====24"===_- EXISTING STORM SEWER w = w ww m w = ft ■w PROPOSED STORM SEWER TEL - _ EXISTING EDGE OF PAVEMENT Sheet Number PRCi-OSED PAVEMENT A/C PROPOSED GRAVEL ,P h BENCHMARK LOCATION +a i ata '# `T:a. • "m• PROPOSED CONCRETE/SIDEWALK 1114-4444441 EXISTING BUILDING ALTERNATE -£tel PROPOSED BUILDING h . , - 0HE� .. _ . , - EXISTING OVERHEAD ELECTRIC -UCS- EXISTING BURIED ELECTRIC ------- TV -------- EXISTING BURIED CABLE TV LINE _ G -------- EXISTING GAS LINE TEL - _ - EXISTING 13URIE D TELEPHONE LINE. Sheet Number EXISTING FENCE LINE A/C Co -o1 EXISTING TREELINE h BENCHMARK LOCATION a EXISTING UTIIITY POLE -- EXIS71 NG GUY WIRE .FY'rYYYYYYYYYYYYYYYYYYYYY7YYYYYYY77 Y l� Sheet List Table AT Sheet Number Sheet Title A/C Co -o1 COVER SHEET AND GENERAL NOTES h -cl:-Q1 EXISTING f'0N-DITIGN AND fZGII 0 LITION DI AAk s" {i eit- EXISTING CONDITIONS AND IICM01 IT -1041 RI AN;) ALTERNATE -£tel CITE1 AVl1I IT ANN DINAEN-51 1AIAI DI AAI h =3`0� .� AAI AAM P]REWIl C eAD PLAN cGrGrC7Oi��iNG 112 N O C.3 93CITC DFTAII CR CTAII C I� - "J 'J BIVIP GRADING DETAILS T- Li VIP GRADING DETAILS i., �- C3 -o6 BMP GENERAL NOTES BC BOTTOM OF CURB SITE UTILITY PLAN MILE BLVD, A lTnRICE WER F9RGF=MrnIN PLAN - SANITARY SE �C.4 e3 SANITARY SEWER PROrIL r-5 BASEMENT GiF e4 SANITARY SEWER FOREE MAIN PROFILE 8YV (=# e5 WATERLINE PReFILES METAL G4 e6 PRIVATE UTILITY BETAIES MV 14-07_ j bYprP.0rInN PUBdE UTILITY DETAILS— &.-Ff11hAFAIT!"l1AITR0I N01175, tiIApRATI\/G St. I'1FTAii C CURB INLET j CIS FR0-SIOhl ARYL SEDIMENT CONITIRGI DI AN , " C5 -02A EROSION AND SEDIMENT CONTROL PLAN 2 NOT TO SCALE 15--02 rERQ5510AI A N P 59 D1MI=NTC ITDf11 PLAN -2 N/F 0-5-U'3-" EIRGSIGN AAAI SIEDIMENT C=GNTRGL DETAII SS CUBIC YARD E6 oi sIITEi rNDSEtRE PLAN CAE.. -E6-02 NO./# i� -£6-e3_ LANDSCAPING AND LIGHTING DETAILS NRI+ NEW RIVER VALLEY POWER__ �• C7-01 MITIGATION PLAN 13TELE PED GV EIG Lp "6 owv 0 ow M o co 0 OSMH TP ,r A Q iRF 0 IRS 4 EXISTING TELEPHONE PEDESTAL EXASTING GAS VALVE EXISTING GAS METER EXISTING LIGHT POIL.E EXISTING WELL DRILL HOLE EXIST NG FIRE HYDIRANT PROPOSED FIRE HYDRANT EXISTING WATER VALVE PROPOSED WATER VALVE EXISTING WATER METER PROPOSED WATER METER EXISTING SEWER CLEANOUT PROPOSED SEWER CLEANOUT UT TING SEWER WER IaIAN14 PROPOSED SEWER MAIN14OLE EXISTING SHRUB EXISTING TREE PROPOSED TREE EXISTING SIGN PROPOSED SIGN BORE HC /TEST PIT CONTROL POINT IRON ROD FOUND IRON ROD SET O PROPERTY CII'NER. o FP FENCE DOST (TBR) T4 BE REMOVED .OF r VSMP AMENDMENT #2 PROPOSED CHANGES: MODIFICATIONS TO THE UNDERDRAINS, WHICH ELIMINATES A RIPRAP LINED OUTFALL. THE NOTES AND SHEET INDEX SHOWN 1 BELOW WERE UPDATED ACCORDINGLY. MODIFICATIONS TO THE STREAM BUFFER IMPACTS AND MITIGATION PLANT SCHEDULE. SUBSTITUTION OF CALYCANTHUS I2\ FLORIDUS FOR CORNUS STOLONIFERA. THE PREVIOUSLY APPROVED CORNUS STOLONIFERA IS ATTRACTIVE TO DEER AND WILL STRUGGLE TO SURVIVE AT THIS DEVELOPMENT DUE TO THE HEAVY PRESENCE OF DEER. SEE APPROVED VSMP AMENDMENT (WPO 201700042) SEE APPROVED VSMP AMENDMENT (WPO 201700042) SEE APPROVED MINOR SP AMENDMENT (SDP 2017000134) SEE APPROVED MINOR SP AMENDMENT (SDP 2017000134) SEE APPROVED MINOR SP AMENDMENT (SDP 2017000134) SEE APPROVED MINOR SP AMENDMENT (SDP 2017000134) REMOVED FROM APPROVED VSMP AMENDMENT (WPO ;201700042)} REMOVED FROM APPROVED VSMP AMENDMENT (WPO ;201700042)) SEE APPROVED MINOR SP AMENDMENT (SDP 2017000)34) SEE APPROVED MINOR SP AMENDMENT (SDP 201700034) SEE APPROVED MINOR SP AMENDMENT (SDP 2017000134) SEE APPROVED MINOR SP AMENDMENT (SDP 2017000134) SEE APPROVED MINOR SP AMENDMENT (SDP 201700034) SEE APPROVED MINOR SP AMENDMENT (SDP 2017000134) SEE APPROVED MINOR SP AMENDMENT (SDP 2017000134) SEE APPROVED VSMP AMENDMENT (WPO 201700042) SEE APPROVED VSMP AMENDMENT (WPO 201700042) SEE APPROVED G&N PLAN SHEET SEE APPROVED VSMP AMENDMENT (WPO 201700042) SEE APPROVED VSMP AMENDMENT (WPO 201700042) SEE APPROVED VSMP AMENDMENT (WPO 201700042) SEE APPROVED VSMP AMENDMENT (WPO 201700042) SEE APPROVED VSMP AMENDMENT (WPO 201700042) 0 AT L3. POUND A/C AIR CONDITIONER M METER AC. ACRE(S) EMI•ER•L MINIMUM BUILDING: LINE ALT, ALTERNATE IMIAG, MAGISTERIAL. fiI'F'FiC1X. APPROXIMATE MAX. MAX. O AVG. AVERAGE ma MAIL BOY a.m. BENCHMARK MH MANHOLE BC BOTTOM OF CURB MI. MILE BLVD, BOULEVARD LAIN, MINIMUM BStM1'T BASEMENT !VOP±. MONUMENT 8YV BOTTOtM! OF WALT. MTL. METAL CIF. CUBIC FEET MV METER VAULT C.1, CURB INLET N.I.C. NOT IN CONTRACT C. .0 CONCRETE MASONRY UNIT P.T.S , NOT TO SCALE CN: CHECK VALVE N/F NOW OR FO#*AE ELY C,Y, CUBIC YARD NEL NORTHBOUND LANE CAE.. CALIPER NO./# NUMBER CATV CABLE£ TELEVISION NRI+ NEW RIVER VALLEY CHO CHORD oz, OUTSIDE € IAMETER CMP CORRUGATED METAL PIK O.F.Cl OWNER FURNISHED CONTRACTOR INSTALLED co CLEAN-OUT OH OVERHEAD co, COUNTY OHE OVERHEAD ELECTRIC C CNC• CONCRETE P3. PLAT BOOK CRI<. CREEK PIU. PUBLIC UTILITY D.B. DEED BOOK P.U. & ME. FUBLIC UTILITY AND DRAINAGE EASEMENT D.E. DRAINAGE: EASEMENT P,U.E. PUBLIC UTILITY EASEMENT 0.11. CROP INLET PE POLYETHYLENE al.P. DUCTILE IRON PIPE PED, PEDESTAL o's. DOWN SPOUT PG. PAGE: DEC ID? DECIDUOUS PRAP. PROPOSED DEG. DEGREES PSE POUNDS PER SQUARE INCH DDT, DETAIL PVC POLYVINYLCHLORIDE LORIDE DFC DRAIINPELD CORNER PVMT PAVEMENT 01 E5EiOP INLET IR RADIUS DIA. D IAMIETER R.R. RAILROAD ST R/W RIGHT -OF' -WAY DI DISTRICT ERCP NF CONCRETE PIPE REINFORCED CO P ciWYc' DRAWING RD. ROAD DWLCI DWELLING REF. REFERENCE EA EDGE OF ORAVEL REO'D REQUIRED £.P, EDGE OF PAWNENT RET. RETAINING EA. EACH REV. REVISION EBL EASTBOUND LANE RTE. ROUTE EL. V. ELEVATION Rwy. RAILWAY EOW EDGE OF WATER SIM STORM DRAIN ESMT, EASEMENT SDMH STORM DRAIN MANHOLE EVG.- EVERGREEN S.F, SQUARE FEET EXIST. EXISTING SBI. SOUTHBOUND LANE EXT. EXTENSIONSCki SCHEDULE F.E.Mk FEDERAL EMERGENCY MANAGEMENT AGENCY SETT:. SHEET F.H. FIRE HYDRANT SPEC, SPECIFICATION F1112.M, FLOOD INSURANCE RATE MAP SRTK SEI TIC TANK F/L FLOW LINE SANITARY SEWER FF FINISH FLOOR SSEW FND FOUND SS5WH SANITARY SEWER MANHOLE FR FRAME ST. STREET FT. FEET STA. STATION G.M. GAS METER SIJ. STANDARD G.V; GATE VALVE STY. STORY GNI GAY ANIS NEEL„ INC, SWME STORMWATER MANAGEMENT EASEMENT GPM GALLONS PER MINUTE SMAF STC RMIWATER MANAGEMENT FACILITY GRAY. GRAVEL TC TOP OF CURB/CONCRETE GIRD GROUND 'TCP TERRA COTTA PIPE HIP HIGH POINT" TEL TELEPHONE H•U,LI. HOUSING AND URBAN DEVELOPMENT TOB TOP OF BANK H/C HANDICAPPED TOS TOP OF SLOPE HCR HANDECAPPEO RAMP TWV TOP OF WALL HDPF HIGH DENSITY POLYETHYLENE PIPE: TYP. TYPICAL HR HANDRAIL U10. UNDERGROUND HIV FEEADWALL.. U.P. !UTILITY POLE HYD. HYDRANT U.S. UNITED STATES I.D. INSIDE DIAMETER VA. VIRGINIA IN. INCH VOOT 'VIRGINIA DEPARTMENT .OF TRANSPORTATION INST. INSTRUMENT VESCH VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK INET. INTERSECTION W.B. WILL BOOK INV, INVERT W.W.F.. WELDED WIRE FABRIC INVIn INVERT IN W/ WITH `LANE INVout INVERT OUT ML WEST`) kOUND L:F UN15AR FOOT WM WAS'. METER LF' LIGHT POLE 4WTNK WATER TANK L..P. LOW "NT VW WAITER VALVE L.S.I. LANDSCAPED ISLAND Ww WOVEN WIRE NOTE: ALL PROPOSED EASEMENTS SHOWN ON THIS SITE PLAN AMENDMENT ARE PROVIDED IN D.B. 4976, PG.89-98. NOTE: THE ORIGINAL SITE & WPO PLAN (WPO 201400038) WAS DESIGNED -4 BY GAY & NEEL, APPROVED ON 8/22/2016. SUBSEQUENT TO THIS .4 COLLINS ENGINEERING RECEIVED A VSMP PLAN AMENDMENT -4 APPROVAL (WPO 201700042), DATED 10/31/17. THIS VSMP PLAN w AMENDMENT #2 PROPOSES TO AMEND WPO 201700042. APPROVED by the Albermarle County Ccn unity Development Depar?ment File 010 LL'%1 - 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTINGROAD, A PERMIT SMALL SE OBTAINED FROM! THE VIRGINIA DEPARTI+AENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT AC9CURA7EL.Y REFLECT THE REQUIREMENTS OF THE PERMIT: WHERE ANY OISCREPANC O OCCUR, THE REQUIREMENTS OF THEPERMIT SMALL. ODVEIRN. 2. All PAVING} DRAINAGE RELATED MATERIALS, AND CONSTRUCTION METHODS SMALL COWORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS 0114ERIMSE 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 CONSTRUCTIONb 4 ALL SLOPES AND DISTURBED AREAS ARE TO BE F'F.,.R'tILIZED, SEEDED, AND MULCHED, S. THE MAXIMUM ALLOWAMI SLOPE IS 2-1 (HORIZON TAE: VERTICAL). WERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED, 8. PAVED, RIP -RAP, OR STABILIZATION MAT LINED DITCH! MAY BE REQURED WHEN IN THE OPINION OF TIE ALBEMARLE COUNTY DIRECTOR. Of )ENGINEERING, OF 'IHE:DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO S'TAOILIZE A €DRAINAGE !CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS MALL .CONFORM VAIH THE: VIRGIMA MANUAL FOR UNIFORM TRAFFIC CONTROL. ID'EVICES, 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL SE REINFORCED CONCRETE PIPE -CLASS Ill. 9. ALL EXCAVATION -FOR UNDERGROUND POPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRRUC'TION INDUSTRY (29CFR PANT IM). 1. IN THE EVENT OF A DISCREPANCY BETE(MEEPI THE GENERAL UTILITY NOTES CONTAINED HEREIN AND THE ACSA WATER AND SEWER GENERAL CONDITION% THE ACSA WATER AND SEW GENERAL CONDITIONS MALI. BE ENFORCED, SANITARY SEINER 1. MINIMUM DEPTH OF COVER ON ALL GRAVITY SEWER LINES SHALL BE 3 FEET. , 2. All GRAVITY SEVER MAIN SHALL BE SDR 35 PVC, OR EQUAL, ALL SEWER' FORCE MAINS MALL BE SDR 21 PVC:, OR EQUAL 3. ALL CONNECTIONS TO EXISTING RIVANNA WATER AND SEWER AUTHORITY (RASA) SYSTEM- SHALL BE OBSERVED BY RWSA PERSONNEL DURING; TAP OPERATION 4 ANY CLEANQUT'S LOCATED WITHIN VEHICULAR TRAVELWAYS SHALL BE PROVIDED WITH TRAFFIC BEARING . CLEANOUT COVERS IN ACCORDANCE WITH RWSA STANDARDS, A S. #NSTALLATION AND TESTING SHALL BE IN ACCORDANCE WITH VIRGINIA DEPARTMENT OF PIE'THND. L A COUNTY SPECIFICATIONS. 63 ABANDONED SEWER LINES ARE TO BE PLUGGED AFTER NEW LINE HAS BEEN INSTALLED, INSPECTED, TESTED, ACCEPTED AND IN USE, 7. CONTRACTOR SMALL CORE EXISTING MANHOLE AND PROVIDE A WATERTIGHT FLEXIBLE BOOT, 8A ALL PUBLIC GRAVITY SEWER. MAINS SHALL BE WIT) IN; COUNTY RIGHTS-OF-WAY OR EASEMENTS. 9. THE "TRACTOR SHALL PLUG WITH AN ANGLE WING NUT TEST PLUG THE CONNECTION OF BOTH THE PROPOSED SEWER LINES TO THE EXISTING .SANITARY SEVER PRIOR TO EXTENDING 'THE SANITARY SEWER. THE PLUG SHALL BE MAINTAINED IN PLACE.-UN,IL: SUCH TIME AS. THE SEWER ES COMPLETED, INSPEC1'IwD, AND ACCEPTED BY THE COUNTY. ' FAILURE CIF 1149 - CONTRALTOR TO APPROPRIATELY INSTALL, AND MAINTAIN THIS PLUG SHALL -CAUSE THE CONTRACTOR TO BE HELD LIABLE FOR ANY RESULTING SLMAGES OR REPAIRS TO TIME EXISTING SEWER. 10. CONTRACTOR SMALL MAINTAIN 18" VERTICAL SEPARATION) BETWEEN ALL WATER AND SEWER LIMES INCLUNNG LATERALS, 11. SEWER . DISCHARGE _SHALL BE OF THE DOMESTIC TYPE, 12. EACH JOINT OF PIPE SHA14, BE DEFLECTED TO MAINTAIN PROPER 1ALIGNMENt •DEFILC:TION MUST STAY „ WITHIN IvIANtLIFACTung S RzGOMEMIENDATIONS, momw w AN ELBCIW AND THRUST ESL= SHALL- BE USED. 13. IN THE EVENT OF ANY DISCREPANCIES, ACSA WATER AND SEWER GENERAL CONDITIONS WILLS ENFD: WAMUlh 1. MINIMUM DEPTH OF COVER ON ALL WATER MAINS SHALL BE 3 FEET. 2. ALL. WATER MAINS SHALL BE PRESSURE CLASS CLASS 52 DUCTILE IRON, WITH PUSH ON JOINTS. SERVICE LINES SHALL BE TYPE 'EC' COPPER, 3. ALL; TAPS TO EXISTING WATER MAINS, WATER METERS, WATER DETER BOX AND OPERATE OF ALL COUNTY MATER VALVES, SHALL BE BY COUNTY PERSONNEL AT OWNER'S EXPENSE. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR TIME INSTALLATION OF SERVICE. LINES. ALL METERS SHALL BE SETT BY COUNTY PERSONNEL AT OWNERS EXPENSE. 5, PRESSURE TESTING SHALL BE PERFORMED, IN ACCORDANCE VAIN AWWA 0600 BY CONTRACTOR. RWSA PERSONNEL WILL WITNESS AND SHALL BE PROVIDED WITH TEST RESULTS. FLUSHING AND DISINFECT04 SHALL BE PERFORMED BY CONTRACTOR IN ACCORDANCE WITH VIRGINIA HEALTH DEPARTMENT REGULATIONS. 6. EACH MNT OF PIPE SHALL B,E DEFLECTED} TO MAINTAIN PRC ALIGNMENT. DEFLECTION MUST STAY WITHIN MANUFACTURER'S RECOMMENDATIONS, OTHERWISE AN -ELBOW AND THRUST BLOCK SHALL BE USED,. 7. CONTRACTOR SHALL COORDINATE LATERAL AND METER INSTALLATIONS ANIS REQUIRED L,OCATIONS 8. RWSA SMALL BE NOTIFIED A MINIMUM OF 3 BUSINESS DAYS. PRIOR TO BEGINNING WORK. ONLY RWSA PERSONNEL SHALL OPERATE EXISTING VALVES. 9, INSTALLATION MALL BE IN ACCORDANCE WITH RWSA STA14DARDS AND SPECIFICATIONS. FOR WATERLINE CONSTRUCTIONS, APPROVED BY THE VIRGINIA DEPARTMENT OF HEALTH OFFICE OF DRINKING WATER, AND A COPY OF THESE STANDARDS AND SPECIFICATIONS MUST BE ON SITE AT ALL TIMES. 10. ALL WF1M MAINS SMALL BE VATHIN COUNTY SERVICE AUTHORITY EASEMENTS. ,TH(:A° � 0 eAr C I SCOTT R. COLLINSZ Lic. No. 035791 - U ° 0 Uj 0 Q 0 A 557 zLua Uj 0 o � 0 c LiJ � 0 a CL )LU L Lj0 0 Z a� U o a 4 W � 9 o 0 T ° ° o0 z 0 w w z c� z w z 0 0 0 LL a 0 U O 737 In LU U 0 v w o 1 0 w E w D U E O JOB NO. v 172133 ul a Ul SCALE ° AS NOTED 0 c 0 SHEET NO. a �/{ry� (jCO-01 s o- p z LU a�G CD z Ei J U (� Yl 1 O z W U LU n M V J 104 aj LU 13� LU C3 w WLU .'U ce Ci" U ° 0 Uj 0 Q 0 A 557 zLua Uj 0 o � 0 c LiJ � 0 a CL )LU L Lj0 0 Z a� U o a 4 W � 9 o 0 T ° ° o0 z 0 w w z c� z w z 0 0 0 LL a 0 U O 737 In LU U 0 v w o 1 0 w E w D U E O JOB NO. v 172133 ul a Ul SCALE ° AS NOTED 0 c 0 SHEET NO. a �/{ry� (jCO-01 s o- r (�` ` ; � PRE -DEVELOPMENT SWM PLAN: ` , E ` ti I. " * ,F SCALE 1 "=40' �y 11 11 ., , s s ,,_ - `` .. , _.- - . . '�\ E � li �y . 7' 4 � I _ s >,a , ,_�, .^ 1 I 1 C� IIC I paEii_I O . -RALLY ALC' . - 1 , NG PROPERTY LIME lig! i I 11, -� 1111. '1111... THIS,AREA " 1111. .. 1111. \s 5, , ,:. :.. w. V r` `�, (;. ), F f' ,.,''' w. -11:11: .. .. ` '4 1 ,0.: 11 4 . r :' , , i'r' ., ...�.ti:.,. 3 11 I ' r" I iir " �f. i r , 4 ', "" . I - ,� �', , , '1*11 �` N$�;;,, \I� '1 + ( ' "�' .- +' I 1111( S ,�' �,: I. ` `,, s i " r s,."+.,.&, I' . i s fY l I I a _ - -°"� - - ...".4.;,, ,-.,-.r3,.i ``: T:'�� "i O ° t:l '..,. i" 1111 ,' . t ✓ t.✓;i' „'1111 a, s e r t �. I '- e - ..^�,.J,' `A� a !11' 8 - #, 1 ti , /IZ,_el ^ s ;1 - r ; a m 7 Til� AR�A Z PG. 387 D. B .2 6 MITIGATION NOTES & PLANTING REQUIREMENTS: 0 N NI G: R A %LANDSCAPING LEGEND GENERALU S OPIFL THERE IS A WPO STREAM BUFFER ON THIS SITE, AS SHOWN ON THE PLANS. THE 2oo'WPO BUFFER SHALL BE ioo'OFF THE Q Z ........ ....... -5;1 ....... EXISTING STREAM's BANKS OR 2oo'O FF THE LIMITS OF THE WETLANDS, WHICHEVER IS GREATER. .. .................. -ioo'WPO STREAM BUFFER SHALL PROVIDE -1.2xA5 MUCH AREA FOR 2. ALL PROPOSED DISTURBED AREAS WITHIN THE MITIGATION, PER THE APPROVED MITIGATION PLAN. AR .......... ............. ......... �SCC}TT R. COLLINS ....... 3. MITIGATED AREAS SHALL BE PROTECTED BY MAINTENANCE AGREEMENTS, TO BE EXECUTED BY THE OWNER PRIOR TO .......... 0 J PLANTINGS. Lic� No. 035791 ................ .... .... ........ ....... ...... ................. ...... ................. ....... . ..... . 4 U LA ALL MITIGATION PLANTINGS SHALL COMPLY WITH THE RIPARIAN BUFFERS GUIDANCE MANUAL D .... ........... ... .... .......... ........... .... ......... BN 5. DCR's RIPARIAN BUFFERS MODIFICATION & MITIGATION GUIDANCE MANUAL DEFINES A CANOPY TREE AS TREE THAT li ..................... . p ... ....... .. ...... REACHES 3S' IN HEIGHT OR LARGER WHEN MATURE. THE MANUAL DEFINES AN UNDERSTORYTREE ASATREE THAT ............ ......... . ...... ............ C, tfl t;l R-, ,,,g,,4 ...... MATURES TO A HEIGHT OF 22'TO 35' A LARGE SHRUB IS DEFINED AS A SHRUB THAT REACHES iol OF HEIGHT OR GREATER .......... AT MATURITY] AND A SMALL SHRUB 15 DEFINED ASA WOODY PLANT THAT CAN REACH UP TO so' OF HEIGHT AT MATURITY. XA L .................. ............. ...... ..... . ... ..... ...... ........... ..... N ) " . . . " i , � '? Q y , I I " I- �, I �l . ....... ��A � "', ( " F, - -1 ........... !,�. m . L I 1v v, l."'.'' `,, , "�,: " ", ". :� ........... SUMMARYOFAREAS: ca ................... T, PROPOSED IMPACTED AREA ±8,69 20,774sf OF STREAM BUFFER IS PROPOSED TO BE IMPACTED WITH ......... LLJ ......• THIS PLAN LLJ ...... (THE PREVIOUSLY APPROVED PLAN PROPOSED 3o,857 sf) ....... d ALI ........ OT PARR BRANCif GENER -Y Cl. Z ........... ........ REQUIRED MITIGATION: !12,fiff 25,904sf OF MITIGATION PLANTINGS IS PROPOSED ...... .... PlF OPERTY LINE irl . ......... ...... LL ............ .......... (THE APPROVED MITIGATION PLAN PROPOSED 37,167 sf OF MITIGATION PLANTINGS, .......... THIS AREA %R ......... , �, i J., ,, , ,,, , � A . ........ ........... APPROXIMATELY 1.2x THE APPROVED STREAM BUFFER IMPACT OF30,857 sf. �'A`iC� R E -S, v THIS PLAN PROPOSES 12,fiqfF 25,904 sf OF MITIGATION AREAS, APPROXIMATELY 3..2x THE A _',vl !t3 E m k/Q C F ..........r.......... ... ............. ......... C) ..........1 by TOTAL AREA OF PROPOSED STREAM BUFFER IMPACT (20,774 sf). THE .................. ........ ............... B1, ................... ........ ..... .. .. .... p ............. .......... ........ ....... ........... .... cs .......... ................. SCHEDULE LU .......... . .. .............. ......... ........ ........... — ......... .......... MITIGATION LANDSCAPING PLANT -H-H-tt ........ . ............ ....... CONDITION CANOPY TOTAL SYMBOL QIU�.NTITY VD SPECIES COMMON NAME CO CANOPY ."V 3 _C Y6 3N5 �2 AR ..... . ('16') CER RUBRUM RED MAPLE z . ........... .... .�� c V -.11 — .. .. . 1.5" cal 397