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HomeMy WebLinkAboutSDP201700034 Plan - Other (not approved) 2017-10-02GENERAL NOTES 1. OWNER/DEVELOPER: SHEEFLEE, LLC ATTN: 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 SUITE K CHARLOTTESVILLE, VA 22902 (434)293-3719 2. TAX PARCEL NUMBER: 56-67A ZONING DISTRICT: PRD (PLANNED RESIDENTIAL DEVELOPMENT) WITH PROFFERS. SEE SHEET C3-03. 2O ZMA2007-00012 SETBACKS: FRONT.• 35' REAR: 35' SIDE: 35' J. LEGAL REFERENCE: D.B. 1086, PG. 583 4. TOPO & SURVEY: BOUNDARY AND TOPOGRAPHIC INFORMATION AS SHOWN HEREON IS BASED ON ACTUAL FIELD SURVEY DONE BY GAY AND NEEL, INC FROM 4/4/07 TO 3/19/08. SITE WAS FIELD VERIFIED BY COLLINS ENGINEERING IN MAY, 2017 5. UTILITIES: THE ACCURACY OF UTILITY MARKS AS SHOWN HEREON ARE f2 FEET HORIZONTALLY FROM THE ACTUAL LOCATION OF THE BURIED UTILITY. 6. ZONING/PLANNING AREAS: TOTAL PARCEL AREA: 268,201 SF (6.155 AC.) EXISTING TOTAL BUILDING AREA: 4,120 SF (FOOTPRINT) PROPOSED BUILDING AREA: 25,100 SF (FOOTPRINT) BUILDING HEIGHT: LESS THAN 35 FEET PAVED PARKING & VEHICULAR CIRCULATION AREA: 27,900 SF PEDESTRIAN WALKWA Y.• 8,725 SF PERCENT IMPERVIOUS. 24,230 SF (9.39) RECREATIONAL SPACE REQUIRED: 5,200 SF (200 SF PER UNIT) RECREATIONAL SPACE PROVIDED: 18,385 SF 7. PARKING TABULATIONS: PARKING SPACES REQUIRED: 52 IN ACCORDANCE WITH APPROVED REZONING (2 SPACES PER UNI T) PARKING SPACES PROVIDED: 54 SPACES (INCLUDING 2 HANDICAP PARKING SPACES) 8. LANDSCAPING AREAS: OPEN SPACE REQUIRED: 259 = 1.54 AC OPEN SPACE PROVIDED: 75.477 = 4.645 AC PARKING LANDSCAPING REQUIRED: 5% OF PARKING/CIRCULATION AREA = 1,395 SF 1O PARKING LANDSCAPING PROVIDED: 1,527 SF TREE CANOPY REQUIRED: 207. OF SITE = 53, 640 SF TREE CANOPY PROVIDED: 79,107 SF 9. PARKING SPACES SHALL BE DELINEATED BY 4" STRIPING 10. DISTANCES AND RADII REFERRED TO ARE TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. ALL RADII 5 FOOT UNLESS OTHERWISE NOTED. 11. ALL SIDEWALKS ARE TO BE FLUSH WITH ADJACENT GRADES, UNLESS OTHERWISE NOTED. 12. CONTRACTOR SHALL VERIFY BUILDING DIMENSIONS WITH ARCHITECTURAL 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 UTILITY MARKS ARE f2 FEET HORIZONTAL FROM THE ACTUAL LOCATION OF THE BURIED UTILITY. 14. A PRE -CONSTRUCTION MEETING WITH THE COUNTY WILL BE HELD PRIOR TO CONSTRUCTION. 15. A PRE -CONSTRUCTION CONFERENCE WILL BE HELD WITH THE ALBEMARLE COUNTY SERVICE AUTHORITY PRIOR TO THE START OF WATER/WASTEWATER CONSTRUCTION. 16. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MEET COMPLIANCE REQUIREMENTS WITH SECTION 5.91-406, ET SEQ. OF THE CODE OF VIRGINIA (OVERHEAD HIGH VOLTAGE LINES SAFETY ACT). 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS BEFORE BEGINNING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE SITE IN ACCORDANCE WITH THE STORMWATER POLLUTION PREVENTION PLAN AND ASSOCIATED RECORDKEEPING. 18. ALL CONSTRUCTION WILL BE IN ACCORDANCE WITH ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. 19. UNLESS SHOWN OR SPECIFIED OTHERWISE, METHODS AND MATERIALS SHALL BE IN ACCORDANCE WITH VDOT ROAD AND BRIDGE STANDARDS LATEST EDITION. 20. CONTRACTOR SHALL COORDINATE INSTALLATION AND DESIGN OF ALL PERMANENT ELECTRICAL SERVICE, TELEPHONE SERVICE, GAS SERVICE AND CABLE TV. 21. WATER METER, METER BOX, TAP INTO EXISTING WATERLINE AND TAP INTO EXISTING SEWER LINE SHALL BE DONE BY COUNTY PERSONNEL AT OWNER'S EXPENSE. CONTRACTOR SHALL COORDINATE INSTALLATIONS AND REQUIRED LOCATIONS. CONNECTION FEES WILL ALSO COVER THE COST OF THE METER. CONNECTIONS TO THE WATER AND WASTEWATER SYSTEM 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 UTILITIES WILL BE VISUALLY INSPECTED BY THE COUNTY'S INSPECTOR PRIOR TO BACKFILLING THE TRENCHES, INCLUDING ALL UTILITY CROSSINGS. 23. 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 UTILITIES DAMAGED AS A RESULT OF CONSTRUCTION ACTI VI TIES. VERIFY LOCATION OF ALL EXISTING UTILITIES PRIOR TO BEGINNING WORK. 26. SITE LIGHTING HAS BEEN REMOVED FROM THE PROJECT. NO EXTERIOR LIGHTING IS PROPOSED IN THE SITE PLAN. 27. ALL UTILITIES SHALL BE UNDERGROUND INSTALLATION. 1 Z 28. A PORTION OF THE SUBJECT PROPERTY IS LOCATED WITHIN A F.E.MA. DESIGNATED 100-YEA R FLOOD ZONE. THE SUBJECT PROPERTY PARTIALLY LIES WITHIN ZONE "A" AND 'X" AS SHOWN ON F.I.R.M. COMMUNITY PANEL NO. 51003CO235D, EFFECTIVE DATE OF FEBRUARY 4,2005. THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS ONLY. NO ELEVATION STUDY HAS BEEN PERFORMED AS A PART OF THIS PROJECT. 29. ALL ACTIVITIES IN PUBLIC RIGHT-OF-WAY SHALL CONFORM TO VDOT WORK AREA PROTECTION MANUAL (MOST RECENT EDI TION). 30. THE MINIMUM REQUIRED DENSITY FOR ALL COMPACTION SHALL BE 95% OF MAXIMUM DRY DENSITY WITH A MOISTURE CONTENT WITHIN f2% OF THE OPTIMUM. 31. PAVEMENT WORK WITHIN THE RIGHT-OF-WAY REQUIRES THE FOLLOWING INSPECTIONS: A. SUBGRADE PRIOR TO PLACEMENT OF BASE STONE B. BASE STONE PRIOR TO PLACEMENT OF PAVEMENT C. PA VEMENT 32. UTILITIES SHOWN HEREON ARE BASED ON AVAILABLE ABOVE -GROUND STRUCTURES (VALVES, MANHOLES, ETC.). 33. OWNER RESPONSIBLE FOR OBTAINING AN APPROVED E&S/STORM WATER POLLUTION PREVENTION PLAN FOR ANY OFFSITE GRADING AND FOR OBTAINING AN APPROVED EROSION AND SEDIMENT CONTROL PLAN AND STORM WATER POLLUTION PREVENTION PLAN BEFORE OFFSITE GRADING CAN BEGIN. 34. CONSTRUCTION OF ALL UTILITIES TO BE DEDICATED TO COUNTY SHALL ADHERE TO COUNTY'S SPECIFICATIONS, 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 INFORMATION. 36. IN CONJUNCTION WITH THE APPROVED REZONING (ZMA 2007-00012), THE FOLLOWING WAIVERS WERE GRANTED • WAIVER OF THE BUILDING SEPARATION REQUIREMENTS OF SECTION 19.8 • PROFFERS DATED NOVEMBER 14, 2007 AND SIGNED NOVEMBER 5, 2007 • APPROVAL OF THE PRIVATE STREET REQUEST FOR PARK VIEW DRIVE • WAIVER OF SECTIONS 14-410 H OF CURB/GUTTER REQUIREMENTS FOR PARK VIEW DRIVE • APPROVAL OF SECTIONS 14-422 A & D OF THE PLANTING STRIP AND SIDEWALK REQUIREMENTS FOR PARK VIEW 1 nnnic 37. A VARIETY OF DWELLING TYPES IS PROPOSED, WITH A TOTAL NUMBER OF 26 RESIDENCES PROPOSED. SEE THE SITE PLAN FOR ADDITIONAL INFORMATION FOR THE BREAKDOWN OF BUILDINGS. A GROSS DENSITY OF lS 4.22 UNITS/ACRE lS PROPOSED. 38. UPON APPROVAL OF THE SITE DEVELOPMENT PLANS AND GAINING NECESSARY PERMIT, THE DURATION OF CONSTRUCTION l EPCTD TOB 1 -5 ONTS. 39. SUBJECT PARCEL IS IN THE BEA VER CREEK RESERVOIR WA TER SUPPL Y WA TERSHED. 2 Q 40. SITE DEVELOPMENT PLAN IN GENERAL CONFORMANCE WITH APPROVED REZONING (ZMA 2007-00012) AND ALBEMARLE COUNTY ZONING ORDINANCE SITE PLAN REQUIREMENTS, SECTION 32.6. 41.:S1TE:SH]LL:BBE ADDRESSED2ASSNAPDRAGO=(PRIVATE). 2 O 42.A PRECONSTRUCTION CONFERENCE WILL BE HELD WITH THE ALBEMARLE COUNTY SERVICE AUTHORITY PRIOR TO THE START OF WATER/WASTEWATER CONSTRUCTION. A2O EMERSON COMMONS MINOR SITE PLAN AMENDMENT SDP201700034 WHITE HALL MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA NOTE: THE ORIGINAL SITE PLAN (SDP-2008-74) WAS DESIGNED BY GAY & NEEL, APPROVED ON 8/22/2016. THIS IS A MINOR SITE PLAN AMENDMENT TO THE OVERALL DESIGN. SOME OF THE PLAN SHEETS DESIGNED BY GAY & NEEL HAVE BEEN INCLUDED FOR REFERENCE FOR THE CONSTRUCTION OF THE PROJECT. THESE SHEETS INCLUDE THE WATERLINE DESIGN, SANITARY SEWER DESIGN AND POWER RISER DIAGRAM DETAILS. l I I I I I I I I I I I I I I I I I I I I I I I /J K MQINIIY ►gyp: SCALE: 1 "-1000' Sheet List Table Sheet Number Sheet Title CO-01 COVER SHEET AND GENERAL NOTES C1-01 EXISTING CONDITIONS AND DEMOLITION PLAN 1 C1-02 EXISTING CONDITIONS AND DEMOLITION PLAN 2 C2-01 SITE LAYOUT AND DIMENSIONAL PLAN C - 1 ROAD PLAN AND PROFILE C3-01 A MAINTENANCE OF TRAFFIC PLAN C - 2 SITE GRADING PLAN OF 3- 3 SITE DETAILS rj Z G i1 E T n�T R n D I�DETAILS OVA P GRADING S 2 O��'IP G n�in G BET -AILS G3 GG BMP GENERA NGTES C - 1 SITE UTILITY PLAN C4-01 A STORM SEWER PROFILES & CALCULATIONS C - 2 SANITARY SEWER FORCE MAIN PLAN C4-03 SANITARY SEWER PROFILES C4-04 SANITARY SEWER FORCE MAIN PROFILE C4-05 WATERLINE PROFILES C4-06 PRIVATE UTILITY DETAILS C4- 7 PUBLIC UTILITY DETAILS GS GT1 EReSIE4I AND SEDIMENT GE44TIRG PLAN 1CIeN AN ANDSEDIMENTGeNTI e5 e2 ERGSIGNI SEDIMENT GGNT-RG PLAN-2 AND PL C /GNT-RE) E)SIrEo)NANDDIMEPT SEDIMENT DETAILS - 1 SITE LANDSCAPE PLAN 66 82 IGI ITrn INC PLAA1 IT SITE -166 0 LAA���IAI�AND LIGHTING El -1 POWER RISER DIAGRAM AND DETAILS PROPERTY LINE 13TELE PED EXISTING TELEPHONE PEDESTAL -- -2100 EXISTING 2' TOURS O GV EXISTING GAS VALVE 12ap PROPOSED r CONTOURS ❑ cm EXISTING GAS METER X 90.56 EXISTING SPOT ELEVATION *LP EXISTING LIGHT POLE XCER PROPOSED SPOT ELEVATION EXISTING WELL w P T ELEVATION PROPOSED BOTTOM CURB ELEVATION Q DRILL HOLE EXISTING FIRE HYDRANT _-- =s"s-= � EXISTING SANITARY SEWER PROPOSED FIRE HYDRANT �-- --- -•- .� -- PROPOSED SANITARY SEWER (gYVV EXISTING WATER VALVE EXISTING WATERLINE PROPOSED WATERUNE 0 PROPOSED WATER VALUE ❑ wM. EXISTING WATER METER ........ - . W24"=.- w EXISTING STORM SEWER ■ PROPOSED WATER METER nrr��r�aNrr��r PROPOSED STORM SEWER Q CO EXISTING SEWER CLEANOUT EXISTING EDGE OF PAVEMENT PROPOSED SEWER CLEANOUT PROPOSED PAVEMENT ,�,Y� ''="i; �-�.• : � `� .„� PROPOSED SE1D GRAVEL OSMH EXISTING SEWER MANHOLE ■ PROPOSED CONCRETE/SIDEWALK PROPOSED SEWER MANHOLE EXISTING SHRUB BUILDING PROPOSED BUILDING F--',,�4 EXISTING TREE EXISTING OVERHEAD ELECTRIC ( -t- j PROPOSED TREE - - -- UGE . -- • - -- EXISTING BURIED ELECTRIC --��v v EXISTING SIGN( ------- TV ________ EXISTING BURIED CABLE TV LINE "14r" -w-w- PROPOSED SIGN ------- G -------- EXISTING GAS LINE OTP BORE HOLE/TEST PIT - - - - TEL - - • --- - . - EXISTING BURIED TELEPHONE LINE a CONTROL POINT EXISTING FENCE LINE 0 fRF IRON ROD FOUND EXISTING TREEUNE O IRS IRON ROD SET BENCHMARK LOCATION O PROPERTY CORNIER /b_P. EXISTING UTILITY POLE • FP FENCE POST -- EXISTING GUY ►ARE (TBR) TO BE REMOVER TOTAL NO. OF SHEETS ADDED TO SET REMOVED FROM SET REMOVED FROM SET REMOVED FROM SET ADDED TO SET APPROVED G&N PLAN SHEET APPROVED G&N PLAN SHEET APPROVED G&N PLAN SHEET APPROVED G&N PLAN SHEET APPROVED G&N PLAN SHEET APPROVED G&N PLAN SHEET REMOVED FROM SET, SEE VSMP PLAN REMOVED FROM SET, SEE VSMP PLAN REMOVED FROM SET, SEE VSMP PLAN REMOVED FROM SET, SEE VSMP PLAN REMOVED FROM SET REMOVED FROM SET HEET MINOR SITE PLAN AMENDMENT PROPOSED CHANGES: -A MODIFICATIONS TO PROPOSED BUILDING FOOTPRINTS. AMODIFICATIONS TO PARKVIEW DRIVE: REVISED VERTICAL ALIGNMENT. - A REVISED STARGAZER HORIZONTAL ALIGNMENT & INCREASED PROPOSED PAVEMENT WIDTH FROM 9' TO io'. Q4 UTILITY SERVICE LATERALS UPDATED TO ACCOUNT FOR PROPOSED BUILDING FOOTPRINT REVISIONS. AREVISED LANDSCAPING PLAN PER LAYOUT CHANGES & UPDATED OVERALL TREE CANOPY ON THE SITE. IN ADDITION, SILT 5 FENCE AND TREE PROTECTION LOCATIONS HAVE BEEN REVISED ON THE LANDSCAPING PLAN PER VSMP AMENDMENT. . A REMOVED PROPOSED ACCESS PATH BISECTING THE PROPOSED RECREATIONAL AREA. - A REVISED PROPOSED DUMPSTER PAD LOCATIONS & ADJACENT WIDTH OF TEABERRY LANE FROM 24' TO 22'. AA ADDED i PARKING SPACE. AA PAVEMENT MILL & OVERLAY & MAINTENANCE OF TRAFFIC PLAN HAS BEEN ADDED TO THE PARKVIEW DRIVE ROAD PLAN SHEET. - Ao REVISED SITE CALCULATIONS BASED ON CHANGES TO PROPOSED LAYOUT. ASITE LIGHTING HAS BEEN REMOVED FROM THE PROJECT. AUPDATED PHASING LINE FOR THE PROJECT. AMODIFICATIONS TO THE GRADING & DRAINAGE DESIGN. THE MODIFICATIONS TO THE GRADING & DRAINAGE PLAN HAVE 3 DRASTICALLY REDUCED THE IMPACTS TO THE EXISTING STREAM BUFFER FOR THIS PROJECT. Q4 REVISIONS TO THE STORMWATER MANAGEMENT DESIGN. SEE VSMP AMENDMENT FOR INFORMATION. © REVISED PAVEMENT DETAILS. AUPDATED THE STORM PIPE & CULVERT CROSSING UNDER PARKVIEW DRIVE. AREVISED PROPOSED WALLS TO A MAXIMUM HEIGHT OF 30". PREVIOUSLY PROPOSED MAXIMUM WALL HEIGHT WAS 5'. ASTONE ACCESS PATH DETAIL REMOVED FROM PLANS. ACCESS PATHS WILL BE PAVED & MEET ALBEMARLE COUNTY CLASS A - TYPE - LOW -MAINTENANCE PEDESTRIAN PATH STANDARDS. -A MITIGATION PLAN HAS BEEN REMOVED FROM THE LANDSCAPING PLAN AND ADDED TO THE VSMP AMENDMENT. AUPDATED SITE DETAILS AND GENERAL NOTES FOR THE PROJECT AREMOVAL OR ADDITION OF SHEETS TO THE APPROVED SITE PLAN 1. a AT LB. POUND AIR DITiaNER M METER At ACRE(S)ON M.B.L. MIN MUM BUILDING LINE ALT. ALTERNATE MAG, MAGISTERIAL APPROX. APPROXIMATE MAX. MAXIMUM AVG. AVERAGE MB MAIL BOX B.M. BENCHMARK MH MANHOLE BC BOTTOM OF CURB Mi. MILE BLVD, BOULEVARD MIN. MINIMUM BSMT BASEMENT MON. MONUMENT Bw BOTTOM OF WALL MTL, METAL C.F. CUBIC FEET MV METER VAULT C.I. CURB INLET N.E.C. NOT IN CONTRACT C.M.0 CONCRETE MASONRY UNIT N.T.S. NOT TO SCALE C.V. CHECK VALVE N/F NOW OR FORMERLY C.Y. CULTIC YARD NBL NCRTIHBOUND LANE CAL. CALIPER NQ./# NUMBER CAN CABLE TELEVISION NRV NEW RIVER VALLEY CHD CHORD O.D. OUTSIDE DIAMETER CMP CORRUGATED METAL PIPE O.F.C.I. OWNER FURNISHED CONTRACTOR INSTALLED CO CLEAN -OUT OH OVERHEAD Co. COUNTY CIHE OVERHEAD ELECTRIC CONC. CONCRETE P.B. PLAT BOOK CRK. CREEK P.U. PUBLIC UTILITY D.B. DEED 600K P.U. & D.E. PUBLIC UTILITY AND DRAINAGE EASEMENT D.E. DRAINAGE EASEMENT P.U.E. PUBLIC UTILITY EASEMENT D.I. DROP INLET PE POLYETHYLENE O.I.P. DUCTILE IRON PIPE PEED, PEDESTAL D.S. DOWN SPOUT PG, PAGE DECID. DECIDUOUS PROP. PROPOSED DEG. DEGREES PSI POUNDS PER SQUARE INCH DET• DETAIL PVC POLYVINYLCHLORI DE DFC DRAINFIELD CORNER PVMT PAVEMENT DI DROP INLET R RADIUS DiA. DIAMETER R.R. RAILROAD DIST. DISTRICT R/W RIGHT-OF-WAY DR. DRIVE RCP REINFORCED CONCRETE PIPE DWG DRAWING RD, ROAD DWLG DWELLING REF. REFERENCE E.G. EDGE OF GRAVEL REQ'D REQUIRED E.P EDGE OF PAVEMENT RET. RETAINING EA. EACH REV. REVISfON EBL EASTBOUND LANE ELEV. ELEVA71ON RWY, RAILWAY EOW EDGE OF WATER S.D. STORM DRAIN ESMT, EASEMENT SDMH STORM DRAIN MANHOLE; EVG. EVERGREEN S.F. SQUARE FEET EXIST, EXISTING SOL SOUTHBOUND LANE EXT. EXTENSION SCH SCHEDULE F•E•M•A• FEDERAL EMERGENCY MANAGEMENT AGENCY SHT. SHEET F.H. FIRE HYDRANT SPEC. SPECIFICATION RLR.M. FLOOD INSURANCE RATE MAP SPTK SEPTIC TANK FA FLOW LINE SANITARY SEWER FF FINISH FLOOR SSEW FND FOUND SSMH SANITARY SEWER MANHOLE FR FRAME ST. STREET FT. FEET STA. STATION G.M. GAS METER STD. STANDARD G.V. GATE VALVE STY. STORY GNI GAY AND NEEL, INC, SWME STORMWATER MANAGEMENT EASEMENT GPM GALLONS PER MINUTE SWMF STORMWATER MANAGEMENT FACILITY GRAV. GRAVEL_ TC TOP OF CURLS/CONCRETE GRID GROUND TCP TERRA COTTA PIPE HP HIGH POINT TEL. TELEPHONE H.U.D. HOUSING AND URBAN DEVELOPMENT TOE TOP OF BANK H/C HANDICAPPED TOS TOP OF SLOPE HCR HANDICAPPED RAMP TW TOP OF WALL HDPE HIGH DENSITY POLYETHYLENE PIPE TYP. TYPICAL. HR {HANDRAIL U.G. UNDERGROUND HW HEADWALL U.P. UTILITY POLE HYD. HYDRANT U.S. UNITED STATES LD. INSIDE DIAMETER VA. VIRGINIA IN. INCH VOOT VIRGINIA DEPARTMENT OF TRANSPORTATION INST. INSTRUMENT VESCIH VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK INT. INTERSECTION W.8. WILL BOOK fNV. INVERT W.W.F. WELDED WIRE FABRIC INVIn INVERT IN W/ WITH INVout INVERT OUT WSL WESTBOUND LANE L.F. LINEAR FOOT WM WATER METER LP LIGHT POLE WINK WATER TANK L.P. LOW POINT WV WATER VALVE L.S.I. LANDSCAPED ISLAND WW WOVEN WIRE NOTE: ALL PROPOSED EASEMENTS SHOWN ON THIS SITE PLAN AMENDMENT ARE PROVIDED IN D.B. , PG. A&RM IMLF COUNTY GENERAL CONSTRIlC'ROAf NO= 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 SPECIFICA71ONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSIQI'ICONNTROL 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. 5, THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP, OR STABILIZATION MAT LINED DITCH MAY 13E REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OF 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 TRAFFIC CONTROL DEVICES. S. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS III. 9, ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29CFR PART 1926). UTILITY NO=- 1. IN THE EVENT OF A (DISCREPANCY BETWEEN THE GENERAL UTILITY NOTES CONTAINED HEREIN AND THE ACSA WATER AND SEWER GENERAL CONDITIONS, THE ACSA WATER AND SEWER GENERAL CONDITIONS SHALL BE ENFORCED. SANITARY_ SEW 1. MINIMUM (DEPTH OF COVER ON ALL GRAVITY SEWER LINES SHALL BE 3 FEET. 2. ALL GRAVITY SEWER MAIN SHALL BE SDR 35 PVC, OR EQUAL. ALL SEWER FORCE MAINS SHALL BE SDR 21 PVC, OR EQUAL. 3. ALL CONNECTIONS TO EXISTING RIVANNA WATER AND SEWER AUTHORITY (RWSA) SYSTEM SHALL BE OBSERVED BY RWSA PERSONNEL DURING TAP OPERATION. 4. ANY CLEANOUTS LOCATED WITHIN VEHICULAR TRAVIELWAYS SHALL BE PROVIDED WITH TRAFFIC BEARING CLEANOUT COVERS IN ACCORDANCE WITH RWSA STANDARDS. 5. INSTALLATION AND TESTING SMALL BE IN ACCORDANCE WITH VIRGINIA DEPARTMENT OF HEALTH AND COUNTY SPECIFICATIONS. 6. ABANDONED SEWER LINES ARE TO BE PLUGGED AFTER NEW LINE HAS BEEN INSTALLED, INSPECTED, TESTED, ACCEPTED AND IN USE. 7. CONTRACTOR SHALL CORE EXISTING MANHOLE AND PROVIDE A WATERTIGHT FLEXIBLE BOOT. S. ALL PUBLIC GRAVITY SEWER MAINS SHALL BE WITHIN COUNTY RIGHTS -OF -WAY OR EASEMENTS. 9. THE CONTRACTOR SHALL PLUG WITH AN ANGLE WING NUT TEST PLUG THE CONNECTION OF BOTH THE PROPOSED SEWER LINES TO THE EXISTING SANITARY SEWER PRIOR TO EXTENDING THE SANITARY SEWER. THE PLUG SMALL BE MAINTAINED IN PLACE UNTIL SUCH TIME AS THE SEWER IS COMPLETED, INSPECTED, AND ACCEPTED BY THE COUNTY. FAILURE OF TIME CONTRACTOR TO APPROPRIATELY INSTALL AND MAINTAIN THIS PLUG SHALL CAUSE THE CONTRACTOR TO BE HELD LIABLE FOR ANY RESUL71NG BLOCKAGES OR REPAIRS TO THE EXISTING SEWER, 10. CONTRACTOR SHALL MAINTAIN 18" VERTICAL SEPARATION BETWEEN ALL WATER AND SEWER LINES INCLUDING LATERALS. 11. SEWER DISCHARGE SHALL. 13E OF THE DOMESTIC TYPE. 12. EACH JOINT OF PIPE SHALL BE DEFLECTED TO MAINTAIN PROPER ALIGNMENT. DEFLECTION MUST STAY WITHIN MANIUFACTURER'$ RgCOMMENDATIONS, OTHERWISE AN ELBOW AND THRUST BLOCK SHALL BE USED. 13. IN THE EVENT OF ANY DISCREPANCIES, ACSA WATER AND SEWER GENERAL CONDITIONS WILL BE ENFORCED. WATERLINE 1. MINIMUM DEPTH OF COVER ON ALL WATER MAINS SHALL BE 3 FEET, 2. ALL WATER MAINS SHALT: BE PRESSURE CLASS CLASS 52 DUCTILE IRON, WITH PUSH ON JOINTS. SERVICE LINES SHAD. BE TYPE 'K' COPPER. 3. ALL TAPS TO EXISTING WATER MAINS, WATER METERS, WATER METER BOX AND OPERATION OF ALL COUNTY WATER VALVES, SMALL BE BY COUNTY PERSONNEL AT OWNER'S EXPENSE. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF SERVICE LINES. ALL METERS SHALL BE SET BY COUNTY PERSONNEL AT OWNERS EXPENSE. S. PRESSURE TESTING SHALL BE PERFORMED IN ACCORDANCE WITH AWWA C600 BY CONTRACTOR. RWSA PERSONNEL WILL WITNESS AND SHALL BE PROVIDED WITH TEST RESULTS. FLUSHING AND DISINFECTION SHALL BE PERFORMED BY CONTRACTOR IN ACCORDANCE WITH VIRGINIA HEALTH DEPARTMENT REGULATIONS. 6. EACH JOINT OF PIPE SHALT. BE DEFLECTED TO MAINTAIN PROPER ALIGNMENT. DEFLECTION MUST STAY WITHIN MANUFACTURER'S RECOMMENDATIONS, OT'HERVASE AN ELBOW AND THRUST BLOCK SHALL BE USED. 7. CONTRACTOR SHALL COORDINATE LATERAL AND METER INSTALLATIONS AND REQUIRED LOCATIONS. 8. RWSA SHALL BE NOTIFIED A MINIMUM OF 3 BUSINESS DAYS PRIOR TO BEGINNING WORK. ONLY RWSA PERSONNEL SHALL OPERATE EXISTING VALVES. 9. INSTALLATION SHALL BE IN ACCORDANCE WITH RWSA STANDARDS 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 WATER MAINS SHALL BE WITHIN COUNTY SERVICE AUTHORITY EASEMENTS. _77VTH 0 , O�SCO'1°l' 1�. COLLINS� 0 Lie. No. 035791 z O � a U Z w � o un 0za O > z LU H W w w •-I ,� •-I Q I i N o � I-- o in Ul z J J U C� N f`7 i 0 N N LU J J_ LU O J Q U LU LU LU U) LU fQ V O LU N z LU 0 z LU G z j a- LU (H� V 1 L.L O z HC� G V z O O U z (O V LU LU w O z J Q w w V 0 z Q w w 2 LL w O U LU J w LU U0 JOB NO. 172133 SCALE AS NOTED SHEET NO CO-01 -"r­Vr-Lr---- •II::\ill YlLREE 0CL'� .J.9ai'��F� `YYY.YY.YY■•-. ZONING PROFFERS: NLTH OF ROD D END. Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the conditions & % 6 X \ \ \ \ \ \\ pp property, if with the offered development. These N 2 3 °5 3' 0 2" W 10.19' listed below which shall e applied W the plans approved for develo Owner or his successor in interest shalt contribute a total of $286,200 cash its tint County for the purpose of instigating \ \ \ \ \ \ FROM CORNER conditions are proff cl as a part of the requested rezoning and the. Owner acknowledges that the conditions are ble, impacts from this development. The cash contribution shall be used for on improvements, sclioohs, libraries, fire \ �� 7 6 0" C M P AFFORDABLE HOUSING and rescue, pants or any other public use serving Neighborhoods 4 & S as identified in the County's adopted capital � \ \ VA \\ \ "" INVout 604.12 PARROTT BRANCH GENERALLY improvements program, 0 SCOTT R.35791COLLINS--;` \\ \ TAX PARCEL 5 6 - 6 8 The Owner shall provide four (4) residential dwelling units as fordable housing for sale. The four (4) units shall be Contributions shall be payable as feller s: � Li c. N o. 0 3 57 91 � \ \ \\ \VA V \\ w INVout=604.03 ALONG PROPERTY LINE IN INVout - 6 0 3.7 7 BEAVER CREEK HILL CORPORATION comprised of one or more of the following unit types; single-family attached housing, single-family detached or i. For new market rate attached towtmeteondomiuiuin units; ;1I%,900 each. fast 14 traits payable prior to or at �e time of THIS AREA multi -family condominiums. The Owner or his successor its interest reserves the right to achieve the four (4) D.B. 2609 PG. 387 yissuance of the building permit for each trait. r, � \ \ \ I I \ ZONING: RA affordable units in a variety of ways, utilizing the above mentioned trait types alone or in combination as outlined ii. For new market rate attached multifamily units $12,400 each for 4 units payable prior to or at the time of issuance of the o�� N�� \ \ ~ 1 36°46' 39" E USE: o P E N below. The first subdivision plat. or site plan for the Property shall designate the four (4) lots or units, as applicable, building permit for each unit A, oNAL E�6 .46 N _ -66 4 — _ that will, subject to the terms and conditions of this profi'er, that will be the affordable units as bed hers. The di, For new market rate detached single family units: $i7,500 each for 4 units payable prior to or at the time of issuance €if - \ \ \ a = 2 .77 — _ — Owner shall convey the responsibility of constructing the affordable units to any subsequent purchaser of the subject � the bolding permit for each unit. 89.10, / - property. The current owner or subsequent Owner shall create units affordable to households with incomes less than Annual Adjustment of Cash Proffers. Begi ing January l 2008 the amount of each cash contrdaution required \ \ \ 1 \ 32 , 8' ` - — — — — \ eighty percent (800t9) of the area median income, such that housing costs consisting of principal, interest, real estate herein shall be adjusted annually until paid reflect any increase or a for the preceding cal year in \C 6 .48' l taxes and homeowner's in ce (PITI) do not exceed thirty percent (30%) of the g household income, provided, the Comparative Cost Multiplier, Regional City to reCity Average, Southeast Average, Category C. Masonry Bearing - 41 g "W ---- iioerever, that in no event shall the selling prise of such affordable units be rr�aze tltart sixty-five percent (65%} ofh the � — — — � \ Walls issued by Marshall Valuation Service (alkfa Marshall & Swift) (the "Index") or the most applicable _----- _ \ applicable Virginia dousing Development Authority (VHDA) sales priccAosit limits for VHDA's first-time Marshall & Swift index determined by the County IfMarshall & Swift ceases publication of the Index. identified ho ebuyer programs provided that the selling price shall not be required to the less than One Hundred Ninety herein. In no event snail any cash contribution be adjusted to a sure less than the amount initially established by Thousand Four hundred Dollars ($190,400) at the beginning of the 90-day identificationand qualification period these: proffers. The annual adjustment shall be trade by multiplying the proffered cash contribution amount for J_ \ referenced below. The Owner or his successor in interest may provide down payment assistance in the form of the preceding year by a fraction, the numerator of which shall be the index as of December 1 in the year \ �f A X �A L 5 6 A 2 — —_ \ \ \ \\�\\ PARROTT BRANCH GENERALLY �r�g secondary financing to reduce the coats to tote homebuyer, so that the resultant first mortgage and housing s� preceding the calendar year most recently ended, and the denominator of which shall be file Index as of / S H E E FLEE C— �4 _ \ \ \ �O� F ALONG PROPERTY LINE IN remain at, or below, the parameters described above. All fluancial programs or instruments described above must be December I in the preceding calendar year. For each cash contribution that is being paid its increments, the i � \ \ \ \ \ \ THIS AREA acceptable to the mortgage lender. \ I I \ \ �317�P AhC V I E W D R� \\ p lm�unpaid incremental payments shall be correspon . y adjusted each year. ' 6.1 5 ACRES--- R E S i — — \\ A Per $ale t fordable Units. All purchasers of for -sale affordable units shall be approved by the Albemarle County Office 3. TRANSPtt iR ATION irEMlt N S I I� / �\\\\ \o \ B . 16 9 P G' 455;_ _ _ \ \ \ \ \\ \� \ of Mousing or its designee. The Owner shall provide the County or its designee a period cfninety (90) days to identify and A. Par Viv I}rly im rev its. Its trader to mitigate traffic impacts resulting from Projeet, the Owner shall design \ I Z G \ \ \ \ \\\ \ \ pre -qualify an eligible purchaser for the affordable units, The 90-day period shall eminence upon written notice from the and construct to standards established by the County l3 igin r, in the location shown on the Application Plan of Blue Ridge � Owner that the units will be available for sale. This notice shall not be given more than one hundred twenty (120) days Cohousing, Sliest 6 of 7, dated June 25, 2007, last revised October 19, 2007, (heroinaftert, the "Application Plan") a private z , prior to the anti receipt of the certificate of occupancy. If the County or its designee does not provide a lifted w \ \\ LIMITS OF TREE CLEARING (TY P .) proam upgrade of Parkview Drive, The improvements as shown on Sliest 4 of 7 includes an eighteen (18) foot wide paved o \ \ \ \ \ \ \ purchaser wing this ninety (90) day period, the Owner shall have the right to sell the units without any restriction on sales road and an eight (9) foot wide bike trail adjacent to the road. Constniodon of all improvements requiredby this Proffer � Q c 00I \ \ \ \ \ \ \� 6 price or income of purchaser(s); provided, however, that any units sold or leased without such restriction shall nevertheless shall be completed and accepted by the County Engineer prior to the issuance of the- first Certificate care of Occupancy for new cj� � E EXISTING 2 0' &VARIABLE WIDTH \ \ \ \ \�\� be counted toward the number of affordable units required to be provided pursuant to the terms of this proffer, if these units dwe0 U — \ are sold, th s proffer shall apply only to the first sale of each unit. N g herein shall preclude the then -current I 1M g1Ye P Vi w & , �e der shall design grid construct its Virginia w � � PRIVATE SANITARY SEWER m / \ \ \ \ \\ \ O erlbuilder from aver with the Coup Housing Department prior to the start of the notification periods described � c o�oN r"ait cent ofTn usportotion road standards, an inteisectiou that meets the requirements for road intersections as stated in o cn EASEMENT (D.B . 4 673, P G . 3 44) / \ \\ \ \ a E herein its an effort to identify qualifying purchasers for affordable units. VDOT's Road Design Manual - Subdivision Street Guide, in the location shown on the Application Plan, Sliest fi of 7, z Q c —\\\ \\ \ 2 X The County shall have the right, upon reasonable notice and subject to all applicable privacy laws, to periodically inspect O c Const etioti or installation of all improvements required by this Proffer shall be completed and accepted by VDOT prior to the records of the Owner or any succors in interest for the purposes of assuring compliance with this ,proffer. the issuance of the first Certificate of Occupancy for new dwellings. \ \ \ \ I3. County Option for Cash In Lieu of Affordable Units„ If at any time prior to the Coutity's approval of any preliminary site LU plan or subdivision plat for the subject property which includes one or more foram affordable netts, the i�tausirtg tJffiee V 1 � w _ \ \ \ \\ \ informs the them-currait owtiertbtiilder in writing that it may not have a qualified purchaser for one or more of the for -sale Date �?f Proffer Signature. November l 72007 1�1 -o / / / — \ \\ \ A affordable dwelling units at the time that the tl i-current ownerlbuilder aspects the units to be completed, and that the > i / ANIMAL - \ B �R County will instead accept a cashcontribution to the County to support affordable housing programs in the amount of ZMA : 200 7-000 12 PASTURE \ \\ \ \R� �r Nineteen Thousand One Hundred Dollars (S 19,100) in lien of each affordable unit, then the th n-current ownerftader W c z _ 'fax Ma #' 56- 2A 5f - 7 Portion \ \ \ \ T she l pay such cash contribution to the County prior to obtaining a certificate of occupancy for tree unit that were on ' y � � Ln REMOVE BRIJAND \ w TREES FOR' TREE \ \ V �� ° \ \ \ \ \ planned to be affordable units, and life then -current o erlbuilder shall have rise right to sell the units wi out any0 R C H ADD PLANTING \ restriction on sales price or income of the purchasers. i c REALCROA FO EXISTING PUBLIC BMP ACCESS / MAINTENANCE \ \ \\ \� �, o I LIMITS OF too YEAR FLOODPLAIN (TYP.) Hate BASE OF U /EASEMENT (D.B. 4795, PG - 374-375) TO BE VACATED \ \ \ \� \ Ao� $ rnVEPCO #R\ \00 ELEV.=650.31' 6 6 (NAVD 88) _ \ \ \\ ��� \V� \v w '�' A EXISTING FENCING TO BE REMOVED AS � � ��, A �,���\ \��� � NECESSARY FOR CONSTRUCTION ACTIVITIES OR TBR CARD FENCE \ \ \V A AS DIRECTED BY OWNER. O \ _C, \ TBR / \ - v% p� \ \� \VA\ \ STEEP SLOPES, PRESERVED NOTE. NO FLOODWAY EXISTS ON THIS SITE. TB WATER A 102.6 - \ \ �� A \ - \ \ \\ \ 8 o F \ 0 STEEP SCOPES, MANAGED _ / \ TROUGH TER L \ \VA\� \\\\\ BEAVERTCREEKRHILL CORPORATION 68 0 / U.j. VEPCO R �, \ \ \ \� \VA \\\\\ D.B. 2609 PG. 387 / 50-4 BARN EXISTING VARIABLE WIDTH \ \\ ZONING: RA \ — — / TBR SHEDS ANDSCAPED AREA \ ACSA WATERLINE EASEMENT \ \ �\�\ ~ USE: OPEN l �3.2' / _ To REMAIN (D.B. 4673, PG. 345)DRI� \ TB 40.3' \ Aso A \y S65' 42' 32"E O A V A V A PARROTT BRANCH GENERALLY 21.95 A--11'00'49° GRgH�� V A A \ \ \� ALONG PROPERTY LINE IN R=823.92' / 2� , V ILK ARD FED V �� �T \\ \ \ \ \ THIS AREA S65' 42' 222E L=158. 3' r- I 30_9 v L=158.38' O / A� GATE ✓ RAIL -ROAD \ _-ANIMA E / CH=158.1 w Q s \ TER TIE BO DER \ \ TB PASA \� \ \ \ \\ \ 590 ;, CB=N47'0 '1 — / TB \ \� V A \ - — N P � � R D _ V � TBR r CONC A PUMP � � � � vF V A � - - � � � 803, y HO E\ \ V A — _ / 2 1 F \ \\ / / wALK1�BR � � \ � GAS LINE �II� B R r _ (ODWV III / STONE V \ \ \ A A\ _ _ ��� �/ INDICATOR ' YV PATIO U.P. VEPCO \ \ \ _ `� _ CO POST TP7F� AND SHRUBS \ =�'. #R50-4 w/ L LLJ TER I - 1) FF_sss.ze \\4' TALL / / �°-s wboD FNc. GW \ >l i - �� ARO�ND POO \ V \� / ° % p� F-sssso P TO REMAI / _ _T_ 6.0, TB SITTING TPED \ AREA RAIL -ROAD \ \ d 6 tn, �� I', CO � �-o � s 649.7E � � � TIE BORDER cp � � BR � � � \ I \ \ \ \ T � � � � �X TER � \ \ \F STONE BENCHMARK= \� `v ATIO FENF � RAIL ROAD SPIKE SET IN WV �So POOL BASE OF UTILITY POLE /� A�Illi�� U.P. VPCO / ® DELL( �� o VEPCO #NG-78Lij N _ ELEV.=655.61' TAX PARCEL 56-67 / / / ✓� - - / 5 / G\QO�'/� O\�� ,, P EXISTING PUBLIC BMP ACCESS / MAINTENANCE �/ BEAVER CREEK HILL } / /\I� - - / F F E CORPORATION I I I-\\I/�/= _ \ \� — EIVIENT (D.B. 4795, PG 374-375) { BE VACATED '` e j �, �, D.B. 2609 PG. 387 "' cn =%i _ LANDSCAPED AREA = =III WATER / _ _ _ _ i /�' — MARK= ZONING: RA W - � ���/ � PTO t` � ��/ —j ` o C � / � / ��� _ — / - / — / _ - / / G 0 / F ROD+CAP SET li� I�\�/ \ �� \ F / / USE: VACANT � �� II — ___-- — VA��7�MAIN,,<" I ir� �—//�,Z/_ �- .�_—_ E GROUND � �� // i 6 618 / VH 62I2 57 H AVID 88) EXISTING TEMPORARY CONSTRUCTION Q r,7 ° %✓ % / ^� — — PAS TU E /� //� i � � � // � U.P. V CO �U — — — � � � / / IND CATOR / / •' � I / C / ,� /' / i - _ / — S863078E / / / / / / _ / / �6� / POST/ O OF OFLOODTZONOEAAON EASEMENT (D.B. 3804, PG.432) I \u i / _ it //�, j ¢#N_ H �/ / / R BR/ / EXISTINVARIABL_E - / — — - EXISTING TEM�OR�CRY CONST_R_U-CThON / �— 161.66' / WID ACSA / - /�' /ti NOTE: 100' MINIMUM — 12" DEAD PINE l / // j , / — — EASEMENT (D.B-4673, PG.372) - i / /$� /� / S 38°29'16 W x#ATERLIN�ASEMENT' �2° �/ — _ / �, / SEPTIC DRAIN FIELD TREE FOUND R flu T / ( 4673 345) / / / �GE�F TREES — / D.B. PG. � � � / � SETBACK FROM BRANCH f� ' (FROM D.B. 1028 PG. 345 TBF� / // / / /2 — BOARD FENCE — — O o O / / / - _ ' 19% > 14 RQEK / / / /� / / / j° -- — — _ _ — — i / RODD / GAS LINE AS -"SHOWN ON EN T \ 20LU NS / / / / L� ---- 150.46' — — — BRANCH / PLAT PY W. MORRIS 6 / � ! /- /// EXISTING PUBLIC ByMP ACCESS / / / — S 43°43'49'JK — / FOS�ER, L.S. DATED TAX PARCEL 56-74A OD B MAINTENANCE EASEMENT D.B. / 6 / / 1/12/88, 12"HDPE 6 �� FN / � ( THOMAS F. & BETTY G. STARKE _ 4795, PG. 374-375) TO BE VACATED / NOTE: 100' MINIMUM R / / 12/14/8 APPROX. INVin=643.23 I / BASE E�TH / ROD TION REVOCABLE TRUST, ETAL INVout=641.75 \ / b / AI�kMAL / FND. SEPTIC DRAIN FIELD / / ) D.B. 1757 PG. 184; SETBACK FROM BRANCH / G/ �� D.B. 291 PG. 446; 6 �ASTU (FROM D.B. 1028 PG. 345) / / / o D.B. 391 PG. 20; V = 11 `-10*36"37" / / D.B. 372 PG. 73; ° X o / D.B. 351 PG. 321 =675.00' / 6�9 =5,�' TAX PARCEL 56-67B ONA MARTIN & BARBARA L. SCHULMAN OJC/ USE: SINGLE FAMILYRESI DENCE ' �\ w n � / ! I I-124 82 / / PARCEL 1, D.B. 1169 PG. 455; / /��AO �36— / I / -�-N26°1T'S0"W/ / \��� / / / � D.B. 1028 PG. 358; / OG FPN / \ �� � D.B. 108E PG. 583; / �F \ \\JF N� / 1 / a 0 DT 794 PG. 381; D B 690 PG 599 / O� OP �y / GRAPHIC SCALE 40 0 20 40 80 20 33' ( IN FEET ) 1 inch = 40 ft. STONE FOUND ON LINE @ 15.00' AS PER D.B. 1028 PG. 345 /-6300/ / / -� �� D.B. 664 PG. 431 / / PQQ� �00. / 5 REVISED LANDSCAPING PLAN & UPDATED OVERALL TREE CANOPY ON THE SITE. IN ADDITION SILT FENCE AND TREE PROTECTION no A n / / / / ZONING: RA / /�\5� O / LOCATIONS HAVE BEEN REVISED ON THE LANDSCAPING PLAN PER VSMP AMENDMENT. USE: VETERINARY CLINIC AUPDATED SITE DETAILS AND GENERAL NOTES FOR THE PROJECT. / / / U4P.,YEP \ \ "HL S ��T 2- 2 6 GAS LINE / INDICATOR POST/ / R=675.00' / -- F - 1-11 / L=80.77 EXISTING TEMPORARY CONSTRUCTION /G/ / GAS LINE AS SHOWN ON g� �/ / CH480 ,/ EASEMENT (D.B. 3804, PG.432) / / PLAT BY W. MORRIS GCB=N279? RD / 10STER1 /12/88, DATEDSREVIS D /\- E F CE / 12/14/88 (APPROX. 6 / / ROD / LOCATION) � FND. / / GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. r\ r, u.i .� Q L N o 00 CD Lu z 160 UJ � Q c; w N � z W Q J M 1:1 z z W Q O cI a ^ I.L J N W O > w LU VJ _J 0C 0 z > O Q w z U) z O � O 0 _ z z 0 Lfi O o U V w z O cn - U) U x F-: J z �.L1 LU O LU J U) LU LU LU LU r� V H- J ~ � N w w d to JOB NO. 172133 SCALE 160 1 "=40' e SHEET NO. CI—01 c� z 0 U 0 Q 2 Q U X 0 U O 0 0 0 0 Q a) TA: 56 N/F ROL D.B. 2 F0�\ APPROXIMATE DIRECTION OF SANITARY SEWER LINE #lP. CEP /j CHLINE SEE SHEET C1-o1 R=675.00' L=80.77 EXISTING TEMPORARY CONSTRUCTION 64,9 // 4'/ EASEMENT (D.B. 3804, PG CH80 .432) --C\N27r277'50"W 64-2 � � � // / ROD —634— END. PORTIO 5OF 6TABX PARCEL TAX PARCEL �� \ ARE =9.421 AC. TOTAL I� BEAVER CREEKK HILL ILL 6 /� i / (0 / CORPORATION // / / k / D.B. 2609 PG. 387 ZONING: RA / / / / /GAS LINE USE: VACANT 6 // / / /?9 / / INDICATOR POST � EXISTING TEMPORARY CONSTRUCTION 6 \ / / �/ 0/ / /G EASEMENT (D.B. 3804, PG.432) y I I / NOTE: BUILDING SETBACK: &42 FRONT: 60' SIDE YARD: 25' 60' FROM PARKVIEW DRIVE 4 (THIS DATA TAKEN FROM / I / ✓� / \ _ PLAT IN D.B. 1028 PG. 345) 65-4 8\ U.P. SPRINT _ 15"CMP #B1-13 EXISTING SIGHT EASEMENT / / INVt-649.4� D.B. 1028 PG. 345 g \ / / // --&48 Z/ w \ 1,5xMP TO BE ADJUSTED/— / \ \ EXISTING 2o'ACSA WATERLINE EASEMENT YELLOW PAINT MARK INVout-659.61 AS NECESSARY / / / LOCATED DURING THE \ \ \ 65$- ` / / BR \ (D.B. 4673, PG.346) / COURSE OF THIS SURVEY \ b \ U.P. VE` / TBR5� / #F251—OF9 /-,�i7' 15"CMP NVin=651.74 ,t, U.P. CENTEL r 2 #8 1— \ EXI IN RIVATE IL XSEMENT / S 65°29'4 W #31-13A 15"CMP \ //� 38.62' .B.4673,P 19) / INVin=660.27 WV NTE� 12„ GAS LINE STR�p �j ROD S/ � / \ / INDICATOR \ / F.H. E /yam POST, / \ p FIRE VAULT J,Iklc 3,5 q�NTF� \ \ < \ TOP=664.33 �N S pH. ST°ipE U. TEL \ \ \ \ REFT T 996� CD SIGN \ \ GRAPHIC SCALE 40 0 20 40 80 TeFwa wsq 76„ NO TCy w �EFR/6„ R s \ �No 6„ �� TE k8 D / pp�o NE �gppRO STUB VJ4 \� OCR jj \ ( IN FEET ) X 40C/I To / F �' \ ON)7 \ \ 1 inch = 40 ft. 2\ U.P. SPRINT #B1-16 U) z O W Ce ve��v r, H 0 O SCOTT R. COLLINSZ U Lic. No. 035791 - 1�0 SIONAL E"�O��� z 0 J d U w m 0 U-) z J 0 Q u w QLn N 0 00 O Ln l7 co co m N M 0 N N w J w 0 Q U z Q J Lu (H� V / 0. 0 z H� z 0 Lu Lu z Q z 0 0 2 LLI z Q z 0 0 z 0 u � `J z_ X w JOB NO. 172133 SCALE 1 "=40' SHEET NO C1-02 ENGINEER SHALL STAKEOUT FINAL > I �'L LIMITS OF TREE\ MODIFICATIONS TO PROPOSED BUILDING\ TH L 0 � LOCATION OF DWELLING UNITS AND FXD CLEARING (TYP.) 1 FOOTPRINTS. �� ��' RETAINING WALLS UPON APPROVAL l RANCH GENERALLY (OLic. / TAX PARCEL 56-67APARROTT B REVISED STARGAZER HORIZONTAL ALIGNMENT&sAND ACCEPTANCE OF FINAL 1 / ALONG PROPERTY LINE IN INCREASED PROPOSED PAVEMENT WIDTHFROMg TO i / �� NN OTT R. COLLINS'ZI SHEEFLEE, ARCHITECTURAL AND RETAINING 1317 PARKVIEW DR THIS AREA "sesI No. 035791 �- WALL PLANS. ARCHITECT TO 6.155 ACRES. REMOVED PROPOSED ACCESS PATH BISECTING THE m i �w4COORDINATE FINAL PLANS WITH D.B. 1169 PG. 455; PROPOSED RECREATIONAL AREA.��� d D.B. 1086 PG. 583 \ I �, SIONAL �� ENGINEER. Q REVISED PROPOSED DUMPSTER PAD LOCATIONS & � � �� \ ADJACENT WIDTH OF TEABERRY LANE FROM 24' TO 22'. w GRASS PAVER SYSTEV, CID Q8 ADDED 1 PARKING SPACE. eq SEE SHEET C3-03 0 � � ♦ \ _ REVISED SITE CALCULATIONS BASED ON CHANGES TO m / 1O PROPOSED LAYOUT. PAVEMENT, SEE SHEET C3— 03 Cy! / �\ - 2 UPDATED PHASING LINE FOR THE PROJECT. _ .. / / C w r / C VI10 PARKEW DR. PAVEMENT o Q Z TY I 'o \ LIMITS OF TREE j�°/ F SEE SHEET C 3 0 3 W I i9� I A CLEARING (TYP.) != z C o (�\ A i p I RECREATIONAL ARE/ 18,385 SF z D 80 \ �� �� TT ° H= u NOTE:3 w �3+79 00 800, o �� j O oz ¢ u A E E PARKING SPACES UNDER 1 �o, ti� C:13+ 86 \ VEHICULAR TRAVELWAY / ° m m m FIRE LANE ACCESS > z 18 REQUIRE CLEAR SPACE, 2 RS.o ' 4 w ° ------ PEDESTRIAN WALKWAY U) 0 FOR 16' LONG SPACES AND 1' I ° nn I \ \ + 6"e"N 1=4 FOR 179 LONG SPACES ROD L� / o ( 1� ��O °s ,� �^ ° \ VEHICULAR/PEDESTRIAN PATH DIAGRAM W u QTY'OF BE ROOM/ TOTAL #OF DESIGN MAXIMUM BLDG. NAME BLDG. TYPE RESIDENCE RESIDENCE BEDROOMS RESIDENCE S.F. FOOTPRINT S.F. BUILDING 1 TYPE V 1 3 3 995 1200 570 (UN IT A)* BUILDING TYPE 3 2 6 570(UNIT B)* 2200 605(UNIT C)* 1015 (UNIT A) BUILDING 3 TYPE IV 2 3 6 2400 1015(UNIT B) BUILDING 4 TYPE V 1 3 3 995 1200 BUILDING 5 TYPE V 1 3 3 995 1200 825 (UNIT A)2000 BUILDING 6 TYPE II 2 3 6 825 (UNIT B) 825 (UNIT A)2000 BUILDING 7 TYPE II 2 3 6 825 (UNIT B) 1015 (UNIT A)2400 BUILDING 8 TYPE IV 2 3 6 1015 (UNIT B) 860(UNITA) BUILDING 9 TYPE III 2 3 6 1850 665 (UNIT B) 860(UNITA) BUILDING 10 TYPE III 2 3 6 1850 665 (UNIT B) 1015 (UNIT A) BUILDING 11 TYPE IV 2 3 6 2400 1015(UNIT B) 570 (UNITA) BUILDING 12 TYPE 1 3 2 6 635 (UNIT B) 2200 535 (UNIT C) 570 (UNIT A) BUILDING 13 TYPE 1 3 2 6 570 (UNIT B)* 2200 605(UNIT C) EX. HOUSE AS IS AS IS - 2200 EX. BARN 1 N/A N/A - 1370 EX. BARN 2 N/A N/A - 550 TOTAL NO. OF PROPOSED RESIDENCES: 26 (NOTE: EXISTING HOUSE AND BARNS TO BE EDASCOMMON AREA AMENITYSPACE.THESESTRUCTURES SHALL BE PART OF THE CLUBHOUSEAMENITY PACE FOR THE PROJECT.) A Na' ROPOSEDBOL D `O � (REMOVABLE F FIRE/RESCUE ACCESS 'o° pip \ �o THIS PROJECT IS REQUIRED TO BE PHASED. SEGMENTED G ��O \ T�F THERE ARE TWO PHASES. PHASE I INCLUDES RETAINING WALL X\ G FS THE PARKVIEW DRIVE CONSTRUCTION, THE MAX HT=3o" 10+35 my 6 AMENITIES AND THE VAST MARJORITY OF THE UTILITY INFRASTRUCTURE. PHASE II IS 10.27 \ 9 FOR THE CONSTRUCTION OF BUILDINGS rl 9-13 AND THEIR REQUIRED TAX P � \ ,^\ PT:12+97.2 -Q 6.00' \ \ -AVER CRE Q L N i INFRASTRUCTURE. THIS INCLUDES THE .12+73.g8 � 7 o T \ FINAL 125' OF STARGAZER LANE (WHICH HAS D.B. � 00 �� P : 12+55-94 \� 1 +0 11+2� �.p� \ �� A PHASE LINE SHOWN ALLOWING FOR AN Z PROPOSED o / �j 9 �p \ ADEQUATE TURNAROUND), ACCESS C, U DUMPSTER O.R5.0 P L9�\�� �� YARD DRAINS 12-21 AND THE SANITARY PAD \ , / , 11+0o �G, SEWER RUN FROM MH 1F TO MH 1E. o_ SEE SHEET C3-03 FOR DUMPSTER 3 SPACES @ 9' DETAIL, TYP. �. - 27.00' 9 s .�In R5-00, 12+00 PROPOSED GRASS 3 o \ PARROTT BRANCH GENERALLY PROPOSED �J � � � o 0 DUMPSTER 0� R5.00 PAVER SYSTEM IV PAD +28.84 o SEE DETAIL of ALONG °y \ ALONG PROPERTY LINE IN z PC:12+41.13 10+00� SHEET c3-o3 +83 1% �R's � oo y�sy \ \THIS AREA \ G1y \ LIMITS OF TREEuj j � o R15.00 11+00 p J CLEARING (TYP.) -- R5.00' - ti PARKING 11+ 3 PR POSED - 9 \ LOT A PROPOSED BOLLARDS PL\G,.OUND 00 y A owNER \ � (REMOVABLE FOR �-. < % y —10+00 —PRC: 12+o6.75 FIRE/RESCUE ACCESS) 15 0 , \ X,� ROD o �� END, WV0 �s I 7" P� w O \ o W T:;1o+ 7.95 c WV Ltj 19 � R5.00' o_ �� C:10+2 .67 N Q�Q Q \ �',, PROPOSED BOLLARD z0� o .• -1 00 M Q Jul O O i (REMOVABLE FOR 5 SS--1o+\$ FF=656.26 0 FIRE/RESCUE ACCESS) w , 3R`� �Q > o / o �z z O Q - � C)I C)��o t F 0 ■�■� F=655.90 ..., � o O \,( X O \ O F N J j _ T AT A LW DWELLINGS FF=656.01 \� / / v` / o • '� y SO \ T FES / 0) � 649.76 I�� I � � :/ o � � �z3 zo+oo � � N Q **1 _ l!1' R5.00 �So n o A OWNER SHALL PROVIDE AT A MINIMUM IN _ / x - ACCORDANCE WITH COUNTY CODE, 1 SWING WITH 4 PROPOSED I P = M 5.00' / • T @ \ Q \ SEATS, 1 SLIDE, 2 CLIMBERS, 1 BUCKABOUT AND 2 ASPHALT PAVING — \\ SEGMENTED z Rs <o� �> O BENCHES. OWNER MAY CONSULT WITH PLANNING STAFF SEE DETAIL ON I �� 4 - RETAINING WALL CO 6, • U I I ��� H� FOR ALTERNATIVE PLAYGROUND ITEMS SHEETC3-03 = MAXHr=- 00' I 6 I LLv) Lu III I I 11+00 ��° 20100' » z B s J z L w N Lull PT: 3+49.510 UNI s _ W i i/W o >oQ o O (n PR io+ o o6 3 �� I P P O TAX PARCEL 56-67 w w i / �I��\ 5 ---- ---- G Go � ---� °� I z BR s / �� w 0 BEAVER CREEK HILL w I- ' P1:1o+10.00 CORPORATION Y > \\�\ PC: 2+01. --r PRO WHEEL TOP � — AI /�G 5—' C) D.B. 2609 PG. 387 a a w=\=i%�� I 2+00 o zsot-N (wsTBY Nol1 �F w/ / LL J ZONING: RA TEMPORARY �/ 0 °o. �_�� - OR EQUAL TYP i/I� AAP 1), Q ) � USE: VACANT CONSTRUCTION z / IIw�� 3� o _ I x� PRC: 2+86.80� � — — — — — — --� 35' BUILDING Q v 1 0 EASEMENT o / .10 / -- �- o — — ® TBGK S, SOP IGN ON / J 400D POST \ \Illli /ii T i — ��� � — — �- � / GAS LINE � 0 J ?s / Boa In, INDICATORul W VDOT MODIFIIED POST \ a 47g' TO 0+0O GRADING 0- TEMPORARY / �— U THREE INTERSECTION WITH — — / o000 / / EASEMENT /NOTE: 100' MINIMUM NOTCH R 60'R / / / DB 4673, PG 372 E SEPTIC DRAIN FIELD S j � NOTC 04D I / - 1� EDGE OF TREES / SETBACK FROM BRANCH W / W O / Se / RS.00' / (FROM D.B. 1028 PG. 345 � r ^ / ROD / / N J V 1 ,R / �N FND. GAS LINE AS/SHOWN 0 U) �./ 2 .00 \ \ \ / / C _ LL ' BRAN / / PLAT W. MORRIS � FO�ER, L.S. DATED uj UD / _ _ — _ / / �11 12 88, W FECC / G FN / 12 148 APPROX. � NOTE: 100' MINIMUM R / / � � ,� � w ROD L TION) PROPOSED 8' SEPTIC DRAIN FIELD / / FND. / Q w MULTIPURPOSE SETBACK FROM BRANCH / / w _j TRAIL j (FROM D.B. 1028 PG. 345) /Lu 000 /�' o ~ TEMPORARY / / / / o w V)/1, 5 00' CONSTRUCTION / / O / -- / N � EASEMENT / 8.00' / TAX PARCEL 56-67B / \ / JOB NO. MARTIN & BARBARA L. SCHULMAN \ / PARCEL 1, D.B. 1169 PG. 455; / \Py� P / 172133 / D.B. 1028 PG. 358; / o GRAPHIC SCALE SCALE \ / D.B. 1086 PG. 583; N / DT 794 PG. 381; / � \\QG / 30 o is 30 so 120 1 ll_30IF D.B. 690 PG. 599; D.B. 664 PG. 431 / PQQ / / SHEET NO. / ZONING: RA / G �' O' ( IN FEET ) USE: VETERINARY CLINIC / / 1 inch = 30 ft. C2-01 SIGHT DISTANCE IS / GREATER THAN 36o FEET IN EACH DIRECTION. FIELD �� \ / GRAPHIC SCALE VERIFIED BY ENGINEER. 30 0 15 30 60 120 / / / EXISTING OVERHEAD / ( IN FEET ) ELECTRIC POLE & LINES TO 2:1 1 inch = 30 ft. REMAIN. ONSITE POWER POLES & LINES TO BE RELOCATED IF REQUIRED. NOTE: ALL TRAILS ARE REQUIRED TO HAVE APPROPRIATE SIGNAGE AND I � � � MARKINGS AT ROAD CROSSINGS PER VDOT STANDARDS. AT A MINIMUM j l I CROSSING SIGNS AND SIDEWALK PAVEMENT MARKINGS MUST BE PLACED 0-) ON THE ROADWAY, WITH STOP SIGNS AND WARNING SIGNS ON THE TRAIL. 12� U INTERS I I EXISTING TEMPORARY N/O/� FCT/O CONSTRUCTION EASEMENT. M/SS/oN w/TN \ � �% DB 4673, PG. 312 APPROVED APPROVED TIMBER -BACKED 16 '` 0 DITC)<i TYPE A GUARDRAILS (START STA 12+30) ;- �I, - SIGN KEY OSTOP SIGN R1-1 W7°STi u SIGNS OSPEC LIMIT SIGN R2-1 (1 S ) O(PARKVIEW DRIVE PVT. & 3 STOP AND SST SIGN SNAPDRAGON LANE PVT.) OMER SHALL MWRiE TRAFFIC OMIRUL SIGNS 1O 6E IN PLOE PRIOR 7O ISSUANCE OF F1RW CERTIRCATE CIF OCC JPANCY. ALL SIGNS SHALL BE IN ACCORDANCE VATH 200$ KU+T+C.D. STANDARDS. 1) FOR TYPICAL STREET SECTION, SEE SHEET C3-03 2) UTILITY POLES TO BE ADJUSTED AS NECESSARY TO MAINTAIN MINIMUM CLEARANCE BETWEEN LINE AND FINAL GRADE. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY. 3) DEVELOPMENT WILL AVERAGE 8 TRIPS PER DAY, PER DWELLING UNIT. THIS TOTALS AN ESTIMATED 208 TRIPS ADDITIONAL PER DAY ON PARKVIEW DRIVE. AT THE TIME OF THE ORIGINAL PLANS APPROVAL, PARKVIEW DRIVE SERVED 5 DWELLINGS AND A BARN STRUCTURE. THIS CONSERVATIVELY EQUATED TO 6o TRIPS/DAY. PARKVIEW DRIVE WILL HAVE A PROJECT TOTAL OF 268 TRIPS PER DAY. 4) ALL SLOPES GREATER THAN 3:1 SHALL BE SEEDED WITH CROWN VETCH �L'Tl 1 0 I SCOTT R. COLLINS7 kic. No. 0 ;55791 1��IONAL ' IAm � PRZOOSED GRO�I D PROPOSED LOCATION OF ER, SEES EET MILL &OVERLAY. SEE DETAIL �� TEMP RY C3 02 - CONTRACTOR TO 2 MODIFICATIONS TO PARKVIEW DRIVE: REVISED VERTICAL ALIGNMENT LU LU ON SHEETC3 03. \ CONSTRUC ION INSTALL A VDOT STD. EASEMENT EW-i AT A i5° SKEW. SEE O O 22+oo / THIS SHEET FOR DETAIL. EXISTING 30" CJ PAVEMENT MILL & OVERLAY & MAINTENANCE OF TRAFFIC PLAN ADDED TO U U 9 THE PARKVIEW DRIVE ROAD PLAN. � � i TO REMAIN O O EXISTING ROW / INVERT IN=631.66 z 9 OF MAILBOXES \ INV. OUT=630.30 UPDATED THE STORM PIPE & CULVERT CROSSING UNDER PARKVIEW DRIVE. o Q > > TO REMAIN C � EXISTING \ STREET SIGN TO 13+00 2 VDOT MODIFIED A UPDATED SITE DETAILS AND GENERAL NTOES FOR THE PROJECT. cUJ m 2 ° +00 CG 11 U U BE RELOCATED Z Lu co O O C� , 2x O C�\ � � Cn z J LU J J -APPRO ED _��� Q PRIVATE SIGN T" ---- ---- ---- O � .,__, ----- - H Q Q \- - ----- ----- ---- ---- H Ln z \ ---- ---- w w w TO REMAIN -- c co co CD 0 / _ y 1- \ - -- - - --- 2_ ----- � � EXISTING PRIVATE TRAIL _ EASEMENT (D.B. 4673, PG. 319) / � \� 14+00 PA16+oo G) 0 0RKVIEW DRIVE - LU LU O / PRIVATE R AD m �p W PROPOSED 8' CLASS ATYPE 1 v \ - 15+00 (1S MPH) _--- - m tu'ii p 17+00 O / -Z PEDESTRIAN PATHLU LU �. U �� \ U� r I C APPROVED 3 `n -I z / Z> / EXIITCH TYPE ASTING NG TEMPORARY �, --------- CD-------- -_ - � - - - � I � - CONSTRUCTION EASEMENT. DB CONTRACTOR TO TIE 4673, 37 \ �\ PROPOSED PAVEMENT INTO ���in ��/ �` \�V I II iI �� �� T II CONTRACTOR TO INSTALL A MODIFIED EXISTING DRIVEWAY WITH A � / C-) \ \ SMOOTH TRANSITION VDOT MH-1 AT OUTLET OF EXISTING 30" CMP. RIM TO BE FIELD FITTED, JUST BELOW \ \ a \ z Illil ��\ / �� �I LU ASBUILT PAVE PATHWAY FINAL GRADE. A �� ITCH TVP A ���%Ln r1i �� Vy _ PROPOSED 30" CL. III RCP \ 6) CONTRACTOR T ���� Y -0 Ln 00 Q INSTALL A VDOT STD. / \V� /� \ - B (INVERT IN=630.20', INVERT OUT= 626.50) V � � ` � ��%`� ; - - �I � �' E qR w/ PROPOSED VDOT STD. CL. Ai STONE 1+00 EW-i AT A 30' SKEW. SEE �i l�� _ � E R R�. \ S c� / _ THIS SHEET FOR DETAIL. L A H (A 5 ,A-2 A 1 I5 � -8 5) Albemarle County General Construction Notes for Private Roads 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. Construction inspection of all proposed roads within the development will be made by the County. The contractor must notify the Department of Engineering (296-5861) 48 hours in advance of the start of construction. 3. All materials and construction methods shall conform to current specifications and standards of VDOT. All excavation for underground pipe installation must comply with OSHA Standards forthe Construction Industry (29 CFR Part 1926). 4. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and must be installed prior to any clearing, grading or other construction. S. Upon completion of fine grading and preparation ofthe roadbed subgrade, the contractor shall have CBR tests performed on the subgrade soil. Three (3) copies ofthe test results shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not obtainable, a revised pavement design shall be made by the design engineer and submitted with the test results for approval. 6. 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 4:1 or better are to be achieved. 7. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prior to acceptance by the County. All drainage outfall easements are to be extended to a boundary line or a natural watercourse. 8. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field determined at the time of construction. Additional guardrail may be required at locations not shown when, in the opinion ofthe Director of Engineering, or the Director=s designee, it is deemed necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge of pavement to the face of guardrail, and roadway shoulder widths shall be increased to seven (7) feet. 9. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG-9(A, B or Q. 1o. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE-1. 1i. Paved, rip -rap or stabilization mat lined ditch may be required to stabilize a drainage channel when, in the opinion ofthe Director of Engineering, or the Director=s designee, it is deemed necessary. 12. A minimum clear zone of eight (8) feet from the edge of pavement shall be maintained on all residential subdivision streets. 13. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. Exceptions will not be allowed. 14. Upon completion ofthe roadway construction, street name signs shall be installed by the developer at all street intersections. Signs and their installation shall conform to "Albemarle County Street Name Sign Requirements". The developer shall be responsible for maintenance of signs until roads have been accepted. 15. Road plan approval is subject to final subdivision plat validation. Should the final plat for this project expire prior to signing and recordation, then approval of these plans shall be null and void. 16. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion ofthe Director of Engineering, or the Director=s designee, they are deemed necessary in order to provide safe and convenient access. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices. 0 PROPOSED VDO STD. GR-2A EXISTING 30" CM CULVERT TO REMAIN & T BE EXTENDED. (L=50.17 INV. IN=631.66', IN` OUT=630.30 PROPOSED VDOT STD EW-1 w/ A 15° SKEW TC BE INSTALLED ON EXISTING CULVERT CONTRACTOR TO INSTALL / MODIFIED VDOT MH-i AT TH OUTLET OF THE EXISTING 3c CMP. RIM SHALL BE FIELD FITTED & BE PLACED JUST BELOW ASBUILT PAVED PATHWAY FINAL GRADE. +5 6, ' • • 4. 4' 635 � 1 630 PROPOSED PARKVIEW DRIVE ESP /-PROPOSED 8" WATERLINE 640 PROPOSED PARKVIEW 11 GRADING EXISTING PARKVIEW GRADING 635 STR:MH-1 STA.0+52. TP=64o.04 INV OUT: E y 630 30" CL. III RCP 33.32 LF @ 11.10% E 625 CULVERT EXTENSION 622 0+50 INV.=626.So F 625 622 'MODIFIED) 31 30.2o TO 'ROPOSED VDOT STD. :W-1 w/ A 30° SKEW TO BE INSTALLED WITH ROPOSED EXTENSION PROPOSED VDOT STD. CL. Ai STONE (L=iS', D=2', Wi=7.5', W2=8.5' EXISTING CULVERT EXTENSION 1 SCALE: 1 "=50' (H) Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y l 68o SIGHT DISTANCE -INTERSECTION OF PARKVIEW DRIVE & THREE NOTCH'D ROAD 68o 675 1- = 675 67o m w w 670 665 O2"' LU�, w=II _ o=S" 665 --- - ------- 66o 66o 655 655 650 SCALE: H=1oo', V=20' 65o Cq c I O lD r! co M N I I N lD lD Ln lD H l0 lD N l0 lD rl 1.0 1.0 O lD lD ... .. .. .. .. .. ... .. Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y SIGHT DISTANCE - INTERSECTION OF 66o SNAPDRAGON LANE & PARKVIEW DRIVE 6 655 1.- I- 655 650 U= �, - - 65o 645 O = 'M u = m `"' M0645 640 Ln E) m = n640 635 635 630 SCALE: H=ioo', V=20' 630 M Cl � n ri M H Ln rl Ln 0+00 1+00 2+00 3+00 75 SCALE: PARKVIEW DRIVE PROFILE 11;_5'( Ri-1 STOP SIGN (4' BEHIND E/P) CL MOUNTED 5' ABOVE THE E/P 0 670 0 0 o DIVERGENCE ILLUMINATING THE TOP _ SIGN AT THE REQUIRED MINIMUM \ STOPPING SIGH7 DISTANCE. Z LU\ 115' MIN. STOPPI G LU SIGHT DISTANCE 665 \\ \ NOTE: THE PROPOSED LANDING AT THE INTERSECTION OF PARKVIEW DRIVE & THREE NOTCHED ROAD -2.00% \ \ MATCHES THE PREVIOUSLY APPROVED DESIGN: 66o \ \ APPROVED LANDING SLOPE=2% PROPOSED LANDING SLOPE=2% APPROVED LANDING'K' VALUE=5.33 PROPOSED LANDING'K' VALUE=5.5o HIGH PT STA: 10+13.34 \ \ APPROVED LANDING VC LENGTH=40' HIGH PT ELEV: 662.74 \ \ PROPOSED LANDING VC LENGTH=55' PVI STA:10+40.84 \ \ HEIGHT OF 655 PVI ELEV:662.19 \\ SIMULATED K:5.5o \ EYE=3.5' LVC:55.o0 HEIGHT OF SIM�LA\D BVCS:1o+13.34 -12.00% HEADLIGHT=1.5' BVCE:662.74 (CONSERVATIVELY LOW) EVCS:1o+68.34 650 EVCE:658.89 645 640 5 635 63o 625 VERTICAL GRAPHIC SCALE 0 2.5 5 10 ( IN FEET ) I inch = 5 ft. HORIZONTAL GRAPHIC SCALE 0 25 50 100 ( IN FEET ) I inch = 50 ft. 20 200 It O 0o r\ Lr) + LO �w U m m LOW PT STA: 13+17•32 LOW PT ELEV: 641.40 PVI STA:12+78.34 PVI ELEV:633.69 K:17.21 LVC:335.00 BVCS:11+1o.84 BVCE: 653.79 7.47% EVCS: 14+45.84 EVCE:646.20 / PROPOSED DOT / STD. CD-1 PROPOSED VD T / STD. CD-2 EXISTING 030" CMP CULVERT CROSSING i� TO REMAIN HIGH PT STA: 15+82.87 HIGH PT ELEV: 6S2.07 PVI STA:1S+78-34 PVI ELEV:656.10 K:iS.67 LVC:225.00 ci 0o Ql Ln M -It It Ln O Ol N N Ql Ln H Ln al M H N I`1 00 N n r� M M O .t rl�_ M O rl Ln O -4- 00 r\ O -i- r! r_:1 _T M of Ln 10 00 al r_:_ Ol Ql 1D LD M 00 O M Ln 00 M `t Ln O N O ci O H M M LD 110 M M rl H rl H O O �0 Ln l0 Ln Ln .t It It Id- It _�r It It 't � `t _ It Ln Ln Ln Ln Ln Ln l0 l0 lD �.o "D 110 1.0 l0 �0 lD k.D tD k-0 l0 l0 l0 �o l0 lD 1.0 l0 l0 l0 l0 lD l0 It Lr) 00 f!1 0 00 rn't +�.D kD Lij U Ln U w w 99 0 -9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 16+5o 17+00 17+50 L9 z Z w 00 0 r M z CM LU N N W Q 'Ct z W Q N O J N W J N LU LL ® 0 Ill (� V JL9 J cC Z U)0 Q Z w z z Q W O 6- J Q V) Q Ul = 0 z 0 O Z w F__ O U) U IJFZ w z 0 J U) U) cl� LU 0 0� G 0. Qw LU V U J ~ O N L a w w n JOB NO. 172133 SCALE AS SHOWN SHEET NO. C3-01 \ R I ATCHLII,IE, - \ ROD FND. / I I I �I --_--- - - - - \ Generalconstruction notes or tormwater Management plans N23°53'02"W 10.19 I / I \ 1 ` THIS SHET -------__ - \ \ \ \ \ \ \ 1. All dams and constructed fill to be within 95%of maximum dry TH O�T�J 1 11 to7 m�1-t �- - FROM CORNER I I I - __ - - \ \\ �\ Y density and 2% of Optimum moisture content. All fill material t O� PARROTT BRANCH GENERALLY 60 � 6o°CMP J / / / \ I 1` I PROPOSE P LCEL 56_-6-7/--- - - - _ \ �\ be approved b a eotechnical engineer. A eotechnical \,,' INV.OUT=604.12 1 I \ I 9 �12" O \ F� ALONG PROPERTY LINE IN pp Y g g g SCOTT R. COLLINS-;" \ ► I DRAINAGE ES f- \_C---- - �' c GRAPHIC SCALE o V.OUT=6o4.03 I I\ I - THIS AREA engineer is to be resent during construction of dams. Ll�. No. o35�9i v Iv 1 1 131 P A K GI E W DR _ �> 3^\ Q� -"2 21 CF O g p g L� T=603.77 I \ I \1 I ' 1 - - GR� �2�3.79 FPS \ 30 0 15 30 60 120 2. Pipe and riser joints are to be watertight within stormwater 1y5 ACRES- 2 o� i I I\ �� 1 1 \ v� I � -1 v \ � ►11v 1 / � _DITCQ o�2:86 CFS management facilities.Dr /B b169 P � 455; NO SCALE D09 FT y \ \ \ For temporary sediment traps or basins which are to be ��ss E��`� \ ) 3 p Y p IONAL (SLOPE=0�5%) � ( IN FEET YD-z3A-- - - YD-24 \ converted to permanent stormwater management facilities �D,22A YD 2�� A \ I - - 3 631.5 1 inch = 30 ft. = I I \ (\ � � , � � -- \ \\ � conversion is not to take place until the site is stabilized and _ _ _ --- \ permission has been obtained from the County erosion control Q v 1v i -�- -_ �� A ���\ A v v inspector. A \ 1 PROPOSED TREE O YDr?2 / / -� \� _YD-25 CLEARING/ \ I 1 DTURBANCE i Pf�OP05 6 io' PRIVATE \\ \ \ v I v 1 � 27 \\ y� \\ \V A \ \ 6RAINA E ES�iIT. �TYP ! i \ \ \\ 0\ 1 I MATCHLINE,�EE= / / / / ,�, / - ri PROPOSEDGROU�\\ \ \ /, O \ 1 1 I THIS SHEET Z (SLDF�E=0T5%� // /� / �/ // COVER HEEE N(7E \\V A V A / // 0 20�� z z w w � I I yvI I ► �� I =,I-Y ® -� � Q z 1.54' CF5// i� / �� � �/� � - � ' - - / vs\ � ` \ � \\ v �// o � � o 0 STEEP SLOPES W / \ U U v I Y 1 V z 3 16 FOS, � / / / '� VA \ ��/ \ � ° PRESERVED (TYP.) � � - / / I 1 PROPOSED io' PRIVATE Q L'i3O 1 98/ qF� / / / / / / �� T� �� �V A ;) O O 1 I DRAINAGE EST. (TY� ` = b. 4 FT/ / // / / �- '� V A / �' / \ \ zin 0 / T . G PROPOSEDTREE \\ o\ U J > > O ° / // /YDE / / 6 3 �� 5.07 0� ks�k CLEARING/ / \\ O \ p Q o2S dS 6 '' DISTURBANCE \\ \ \ V a 1i / �// 6 645.23 �s // �♦ / v MODIFICATIONS TO THE GRADING & DRAINAGE DESIGN. THE MODIFICATIONS (� PROPOSED io' PRIVATE �I/�0 TT 13 TO THE GRADING & DRAINAGE PLAN HAVE DRASTICALLY REDUCED THE �I U m DRAINAGE ESMT. (TYP.) h IMPACTS TO THE EXISTING STREAM BUFFER FOR THIS PROJECT. Z w O O V A \ o U U 117T` 645.23 / PROPOSED IMPAZTS�O o z J J J \ \ \ W \ N SQAyE YD-i --_ 6 ,� / YD iA STREAM BUFFER-tT1(P.), �\ \ \ \ REVISIONS TO THE STORMWATER MANAGEMENT DESIGN. SEE VSMP O - Q Q YD �F,�o� v / \ _ AMENDMENT FOR INFORMATION. H M z < < 644.52 644.04 ( -��\ \ �k ` �/ V DL=�Z PROPOSED TYPICAL 0 LU �" 00 00 I // \ `, BRASS SWALEBETWEEN \ \ REVISED PROPOSED WALLS TO A MAXIMUM HEIGHT OF 30". PREVIOUSLY Q a \ \ / / \ \ p 1 A� BUILDINGS. SEE TABLE 1 � � ♦ 0 \ U PROPOSED MAXIMUM WALL HEIGHT WAS 5 . w w - ALL SLOPES GREATER THAN 3:1 SHALL BE PLANTED WITH \\ \ RO9 644.06 �� • 9 `\ ♦ s43.94 i� / GRASS orrTHISSHEETFOR ' o \\ > a a FN'D. o \ SWALE DESIGN FLOWS', DEPTHS \ CROWN VETCH. (TYPICAL) v - �,� 644.42 - ti v ♦ / // \ woscALE ` &vEtocl IES \ A W LU Ln Ln \ \ i v� - FINAL BUILDING DESIGN SHALL INCORPORATE STEPS TO FF AS - \ NECESSARY. CONTRACTOR/OWNER MAY ADJUST FF/GRADE TO \ - \ / / � � \ \ 0 \ \ \ / APPROXIMATE LOCATION 643.09 \ - OF FLOOD ZONE W ACCOMMODATE A FLUSH TRANSITION FROM WALKWAY TO FF. `v f RETAINIINGEwALD �� ♦\ v 3 y \ MAX HT =Olt It\ \ V A BW >3$ \♦\ �\ v \ V � 648.0 � � �, Q z 2.75 CFS \ - - \ DL= 92" 642.3 V z 4.68 FPS A /� 61 /\ ♦ ♦ �� \ DIT. C/L Y'Q / ♦ A,, ` � �� Q ,0 5.65 CFS GRA NG NO - O ` ` v ♦ v _, o\\ 3• D = 0.27 FT MANAGE STEEP vv / v ♦'� V A \� \ RIPRAP o TAX P 1. SUBTLE GRADE CHANGES WERE \ SLo Es - `� / I Y '♦ \ VA SLOPE 25� N 646 BW 645.5 BW \ YD6 / � `� \ V A XISTING100YR. V A\ SWALE ( �) BEAVER GRE Q ,� 1 \ \ \ FLOODPLAIN \ \ NO SCALE o � ; o INCORPORATED WITH THIS AMENDMENT TO 648 TW s4s.o Tw V A/ i y, \ \ \�\ v VA\ D B. ,� , TAKE INTO ACCOUNT THE PARKVIEW DRIVE & BARN 644 BW � //ail ��v A \ \ \(VDOT CL. Al Z SHEDS 646 TW v s �97i� / s♦��o \VA\ STONE LINING BUILDING REVISIONS. ADDITIONAL - v i / \ / V ) U ADJUSTMENTS WERE MADE TO REDUCE \ \ \ IMPACTS TO THE STREAM BUFFERS. IIT �� � F \ �! PRQP EDTREE` o�� 2. CONTRACTOR SHALL COORDINATE THE , 3:� i V �' `v♦♦ \� cPOASEDTR \ HEIGHTS & RIMS OF ALL SANITARY MANHOLES GRASS �644.6 B1� L 2' h��vv♦♦v \ \°� \ v v sTURBANCE`VA egg AND WATER LINE APPARATUS WITH THE / SWALE ; 6 .5�w� A v V A /��/�\ a n � s�^ v A ov v A \ /�� TT BRANCH GENERALLY PROPOSED GRADES ON THE GRADING PLAN. � - � o �� ` � ♦ / � � PARRO © Q = 0.51 CFS GRASS V \ o V A �A ALL PROPOSED GRASS SWALES SHALL BE I I �� ` ♦ v / i / \ \ ALONG PROPERTY LINE IN 3' V =2.99 FPS DITCH y ♦ \ \\ \ NO SCALE ♦ C S \ �- z \' �Q � \ � THIS AREA LINED/SEEDED WITH TALL FESCUE. / � \ � \ ♦ � � o GAF �. \ / / \ \ -0.65CIF Zo v �� v\ A \ \ W PROPOSED GRASS SWALES BETWEEN BUILDINGS I I D o 0 F �S� L Q =0.52 CFS \ 4 s�� ��F YD-3\\\ _ Swale Slope N 2- Yr. Flow (cfs) 2- Yr. Velocity (cfs) 10- Yr. Flow (cfs) 10- Yr. Depth (cfs) Swale Between Buildings 4 & 5 24% 0.04 2.42 0.06 0.08 Swale Between Buildings 5 & 6 21% 0.07 2.64 0.09 0.09 Swale Between Buildings 6 & 7 26% 0.07 2.86 0.09 0.09 Swale Between Buildings 7 & 8 15% 0.07 2.33 0.09 0.10 Swale Between Buildings 8 & 9 19% 0.07 2.54 0.09 0.09 Swale Between Buildings 9 & 10 17% 0.07 2.43 0.09 0.09 Swale Between Buildings 10 & 11 21% 0.09 2.81 0.12 0.1 QP"E ) �� V .69 FPS V ♦♦ V ��� / / CONTRACTOR'SH LL IELD, _ � ° ♦ \ 6 %� \ FIT &ALIGN YARD DRAIN TC, A Q o0 68 CFS AV ♦ \ / \VA M�IIMIZEDISTURBANCEST9\ V I J A D ,= 0.24 FT \�♦♦ \\ j� \ \ XISTING, LARGE TREES (TYP.) - - - - OD - PUMP (SLOPE=10%) \ \ M - H O U E / v A \ LU \ \ - F - z / ♦ / / \ �v ♦ �v \ \ V A v vv TE�-E SLOPES- - I / a // °�" \ / // �\ ♦ �\ \ \ \ \ \ \ \ PRESERVED (TYP.}-- CV �< \ \ ® 644.32 643.90 /\\\\ \ \ \ \ \ \ \ y W (y) - m FF_656.26 I 4 TALL \ \ 644.E , YD 18 I 44.274 AROl ND POOL 644.64 \v ♦�� v v Q 644. 4 �o q.r _ l A ♦ V \ \ o N \ / - - �-656.01 r 6 0 la 64a.95 \\ ♦♦ \ \ \ \ \ \ \ TP D - I 1, %�� 1 - D-2 v ♦� V v v N 1 \ X 648.0 TW ;, 44 3 � � 642.60 V ♦ i V A � � N 4 76 647.5 BW � � 54 06 � YD�g I I I � � v )� A \ � � SEGMENTED I I / \ V A 0 � R'ETAINING WALL � ;%� � � � B/O � 42.70 � 1 � � �,,, �� \ /4D-i3�� \ \ \ � ' N MAX HT 30' G � ,/ � FE 6 1 2 �Do � •�% � vim- %� / / , � .. �� UJI V) 649.0 BW 646.0 BW \ � l� 649.5 TW 648.0 TW -- c I_ EXI IN EL ING/10 L HA DC/L / / 4 . \ y / / � P, P / C%) - - / PROPOSED io' PRIVATE / G V� 5 /C W TAX PARCEL 56-67 I LZ /,�I�1 srEPSADD s / ! / O Q DRAINAGE ESMT_-(TYP.) O / J NECESSARY (BY OTHERS) Q z BEAVER CREEK HILL I / / / F ��wo-1;� - CORPORATION > / ��� 648.0 BW I \�� / / / _ - 645.5 BW 648.0-TW \ \.r�HCC� Ur D.B. 2609 PG. 387 I - 7� f- - - - / / vo s- - �/� / � G W p Q 1 = - / / / / 648.0 TW / // \\ w ZONING: RA I o o USE: VACANT w - ---- / YD- / / / _ 1 / LP / - - - - - _ i - - - - - - YD-i7 - I > Q �o�` y-��- _ -- ---- / - w / n -_ - - - - ------ � Q - -- / Uc6GAS LIN .E DIT.-CT INDICATOR / 1 IX Ul POST� I _LU = D 53 CFS \ f - DIT. -G/� / D =12° Q 1.54 CFS PffOPOS E GROUAID - L _ __ _z - - -- - 3� V 2= 2.45 FPS COV, SEE NOTE ON/ 3� 31 V - 2.25 FPS ---GRASS - / O THIS SST. - - 2 Q o _0.6 CFS [ , / / / GRASS �' DITCH _ -_ - (n RY i / / / - T , p �. 9 H CFS NO SCALE m / / / / / / DITCH _ _ _ - D_-0 0 30 FT / / / /NOTE: 100' MINIMUM -AIOSC4LE - -� ,Q- 052=FT - _ - _ -(SLOPE- - � � � � j � / /jam / SEPTIC DRAIN FIELD W (SLOPE -O - % - / SETBACK FROM BRANCH UJI BOARD FENCE - - � - - � / FROM D.B. 1028 PG. 345 ROD / FND. / GAS LINE A,- SHOWN ON U) - - - 644.0 / - / - - - - - p CH / PLAT [ >P W. MORRIS u'I"y / -- u DIT. C/L D�=12" / / / - - - - �� 8 / / FOSTER L.S. DATED W / V, D / j > 3� / / / / -- - / / 1-�/12/88, W � / �A S / / / / 12/14/8 APPROX. FND. = DITCH /� NOTE: 100 MINIMUM R / / L W / N SCAL / ROD SEPTIC DRAIN FIELD / / / L TON)w / / / / FND. SETBACK FROM BRANCH / G� / N U (D J 1.49 CFS / / / APPROVED/CULLVERT: /Q 2 1.15 CFS o (FROM D.B. 1028 PG. 345) / / / o ULU F- 4P-LF OF 15' CP @ .pro V z 2.72 D ,0 0.41 FT % / / j \ - --INV.IN=64 •75 / (S E=0-5%) % / / N a n APPROVED DITCH TYPE A: � / INV. OU� 642.� i' DEEP, V NOT HHED DITCH 1 -_ / // TAX PARCEL 56 67B / / / JOB NO. WITH 3:iSIDESL�PES. _ \ APPROVEDDITC,I'FYPEA/ / / . / MARTIN & BARBARA L. SCHULMIAN / LINING TO BE B/M_ 172133 ��'ei>P,vN9TCHEDDTCH / / / PARCEL 1, D.B. 1169 PG. 455; / �� �F/ TREATMENTi G / D.B. 1028 PG. 358; / G P / WITH s�IDE SLOPESy � � / P SCALE / LINING TO BE B/M- O / - -TREATMENTS / �� / / / / D.B. 1086 PG. 583; / \��\°' / „_ r DT 794 PG. 381, - 30 _ L / D.B. 690 PG. 599; D.B. 664 PG. 431 / / / PQQ �OQ� / / SHEET NO. ZONING: RA 0-02 USE: VETERINARY CLINIC F n 3/1G" STEEL PLATE WELDED TO P05T & GROUND SMOOTH 2-1/2" VIA_ GALVANIZED STEEL POST. PAINTED WITH Z GOAT5 DE PRIMER AND INSIGNIA YELLO 3/4- DIA. STEEL PIN W/ HEAD ❑ W/ 3/8" DIA. HOLE I= OR in LC3GI: LOGIC FIN15H 5URFAGE �CN.I.G_3 3" DIA. GALVANIZED STEEL PIPE SLEEVE I ' CPAINT ABOVE GROUND PORTION SAME AS POST] GONGRETE FOOTING _ 3/1G" STEEL PLATE WELDED II - TO SLEEVE IZ" NOTE: DRILL A 13/1G" DIA. HOLE THRU BOTH THE P05T AND SLEEVE FOR PIN PLACEMENT. REMOVABLE STEEL BOLLARD DETAIL NO SCALE 1 899CGC APPR411. bVEIGHT'MTH PRIME = NM LBI 1.1 I I I 22. e DIFAEHbli118ARE F9RREFERENCECHLY riaPIIf1TCIAIDAElIEdBJ'.�'TMATTlIlnlvHE:H D!lA14N3i !EG NATEPIAL R AOTJAL DIN EN610"MAY VARY NVLOPLAr Rd F80FRill AWrL THE REGOPT 11111FOAD, OA 49M 11311%1081410.ARli IN14014 8 ORP6pAlE8IICR!7-HIIPRNTDWI lMNI'M DATE 3.4.06 DRpnLIN4H n!I(PA��-0�idJ 9RATE ',4EETS1h-NLOAD RATIMO T WW Ii'IQLXUITIME AROF'THE DOMOR �y� PAJ{17TA}4�i➢ CUAUTIF NIATEpJALSaHALL CON PCHMt}A6TI'1ASH 3RAMjd-*2 T';HN"G INBOVAAlMil ovsrlMANN 1�4vll !!o winrowmAmi rr �mnya�,l.:�ul�a>am FAI9P. CA-1140 ARE FURNI6FIBG 11AIM A BLACK PAINT FlFADDUDTIM OF THIS PRINT GR,011'NFMIWATION s^WAINEDHEIRDN,319Uk lR+LTlMFAl TITLE 1AC40Nii QElr90E AVA1 ABLE SJPDAI RE VEST SEE DR+1aAH911D. L,FRIA:LEHNIEFFOIJ, FM TIS DULI 1 TM OTHERi DAT9 2•N9•I➢ ItN$MECOVIAA400LY•1TRIN4 7�071.1'1�I3f 11 M"IDCEN, LQEFT EY3FRMP fAARTM Pin ilmr, lHYMPLAIT. D1W113R! A $GALE NO 41111T T 01`N Dtin'G % 741•41041! lily � 1899CGS APPROX DRAIN AREA=110.72 SR IN APPROX. WEIGHT NTH FRAME = 68.50 LBS 1.26 275 1,26 I I J 018.64 022.13 DIMENSIONS ARE FOR REFERENCE ONLY THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH ORAWN SY EBG MATERIAL 3134 WERONA AVE ACTUAL DIMENSIONS MAY VARY HYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT W FORA GA M518 DIMENSIONS Al IN INCHES CR POSSESSIDN OF THI$ PRINT DOES NOT CONFER DATE 34-M DUCTILE IRON PHH ITO Y92-2443 GRATE MEETS H-20 LOAD RATING TRANSFER OR THE USE OF THE DESIGN OR LICENSE 7� Nylotas + l - (770) I32 A00 QUALITY; MATERIALS SHALL CONFORM TO ASTM A538 GRADE 70-W15 TECHNICAL INFORMATION SHOWN HEREIN REVIS®BY I PROJECT NO.IHAME J r WINW."P1111091-ULCO W PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT REPRODUCTION OF TWB PRINT OR ANY INFORMATION TITLE LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO. CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 3-13-14 AHTICI E HEREFROFI, FOR THE Ill TO OTHERS 15 N STANDARD GRATE ASSEMBLY -TYPE C 7001-110-M IS FORBIDDEN, EXCEPT BY SPECIFIC WYRTTIFJ9 PERMISSION FROM N1A.flPlAST. twox mArr DYYfl S� A &GALE 1:1� SHEET 1 OF 1 DYYG N0. 7[IP 1.11 Q273 REV C WP-2 OF 12"1 EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS - PROPOSED ASPHALT LAYERS -------------- V I -------- EXISTING SUBBASE ----- PROPOSED SUBBASE COMPACTED SUSGRADE CONSTRUCTION JOINT DETAIL. ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 1 %z INCH THICK ASPHALT SURFACE COURSE ISEE NOTE 5) IK MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES, 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET DR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SU55URFACE DRAINAGE OF THE EXISTING AND PROP05ED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHILL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVER BY HE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(0) OF THE SPECIFICATIONS. SPIECWIC ROAD Vol srANDARDS PAVEMENT WIDENING WX SHEET 1 OF 1 REVISION DATE 315 303.152 VIRGNIA DEPARTMENT OF TRI4JSPORTATIOM 2D16 ROAD & BRIDGE STANDARDS CR-2. 2A x 273/4'' MIN - 28Y4" MAX RAIL HEIGHT �✓� lY7k/w' �ip�a+�xnr �r J J J J J J J J CR-2 GR-2A (B'-3" RUST SPACING) I3'-1'/," POST SPACING) MAX DYNAMO DEFLECTION - 3' MAX DYNAMIC DEFLECTION - 2' NOTES: CUARDRAJL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND CAN BE ADJUSTED DURING C011I GTIDN IF AND AS DIRECTED BY THE ENGINEER. FOR DETAILS OF POST AND BLOCKOUTS SEE SHEET NO-501.05. x OPTIONAL OR-2A METHOD x OPTIONAL GR-2A METHOD USING NESTED RAIL RaL AD&TIONAL P45T FOR DETALS OF RAIL ELEMENT, RAIL SPLICE JOINT, AND ASSOCIATED HARDWARE SEE SHEET NOS. 501.01 AND 501.02. x WHEN NESTED RAIL OR ADDITIONAL RAIL IS PLACED ON BACK OF POST RAIL ELEMENTSARE FURNISHED SHOP CURVED FOR RADII FOR GR-2A THE POST SPACING WILL BE B'-3". BETWEEN 5 FEET MD 130 FEET - ALL GUARDRAIL POSTS SHALL BE SET PLVMB, PO T SHALL NOT BE SET WITH A VARIATION DF MORE THAN ' �" PER FUUT FROM VERTICAL, W-BEAM.BLOCHOUTS,AM POSTS SHALL BE SET AND ALIGNED WITHOUT ALTERATION OR FORCE, AS PER SECTION 505 OF THE SPECIFICATIONS. ALL GR-2 AND GR-2A RAL SHALL BE MAINTAINED AT A HEIGHT OF 27Y," WN - 28Y." MAX AS MEASURED PER $TANDAdRU GR-IN$. ALL * -BEAM RAILS SHALL BE LAPPED IN THE DIRECTION OF VEHICULAR TRAVEL FOR THE FINISHED ROADWAY - THE ;?TIONAL OR-7A METHODS OF NE5TING THE RAIL OR USE ^F AN ADDITION AL RAIL ON THE BACK OF THE POST FOR STAV1DAR6 OR-2A SHALL BE APPROvED BY THE ENGINEER �RI&R TO INSTALLATION. FLARE RATES DESIGN SPEED INSIDE $HY LINE BEYOND SHY LINE MPH SHY LINE LS FLARE RATE FLAiRE RATE 70 g' 3021 15!1 60 8' 261 14=1 * 50 5.5' 21'1 11'1 40 5' 30 4' 31 7-1 *SUGGESTED MAxIMuM FLARE RATE FOR SEMI -RIGID BARRIER SYSTEMS, XV007 A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION STANDARD BLOCKED -OUT -BEAM GUARDRAIL REFERENCE ROAD AND BRIDGE ST"ARDS SHEET 1 OF 2 REVISION DATE (STRONG POST SYSTEM) 221 501.0A OBJ14 VIRGINIA DEPARTNENT OF TRANSPM,7IRTATION 505 2016 ROPED & BRIDGE STANDARDS =I SHAPE TO BE BEVELED WITH MORTAR DO NOT BEVEL INVERT NOTES: I "H- MAY BE RIMUCED UNTIL ' x REAC1 L5 A MINIMUM OF 4'- WHERE ENDWALL WOULD PROTRUDE ABOVE SHOULDER LINE. IN NO CASE SHALL TOP OF ENDWPLL PROJECT ASOVE FILL SLOPE, DITCH SLDPE, -QR 5"QVLpER, 2. THIS ITEM MAY BE PRECAST OR CAST IN PLACE, 3, ALL CAST IN PLACE 004NCRETE T4 BE CLASS A3,FOR PRECAST SEE SHEET 1D1-02. 4. THIS STANDARD TO HE USED WITH STRAIGHT CROSSINGS AND ALL SKEWS(O'TO 5. HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT OR WINGWALLS OCCUR EW-1 ENDWALL FCR CIRCULAR PIPE DIAMETER DF PIPE CULVERT 12" 15" 10" 21" OR 24" 7" OR 30' OR 36' A O'-6" O'•6" O'-9" 0'-IV T_a.. 1 -0" 11 0'-111, 1'_1.. T.y„ 1..8„ D V-0„ 1._3., 1..6.. 2'-0' 2'-6" 3'-0" H 2'-3" 2'-11" 3' 2" 3'-9" 4'-3" 4•_9" L 4'-0" 5'•0" 6'-D" B.-O. 10'-0" 12-'-0" 0'_11r4" 0.44- 0•-2" 0--2'/0' 0`31/4" 0' 04" h D.- V. V-11%41, 0.-}/z. 0'-2" 0,_2ve 1 0--3" CUBIC YARDS OF DOMCRETE CONC. PIPE 0.241 1 0.492 1 0_697 1 1.319 1 2-007 2.g41 C.M. PIPE 0,267 0.521 0.73$ 1-J 9B 2.199 3-ib5 EW-1,1A 6. BEVEL EDGE IS REOURRED ON THE HEADWALL AT THE INLET END OF THE CULVERT SWHERE THE FLOW ENTERS THE CULVERT). 7. HEADWALL AT THE OUTLET END Of THE CULVERT MAY BE EITHER 50UKc EDGE OR BEVEL EDGE- 8.ON SHALLOW FILLS. WHERE ENDWALLS ARE 1'OR LESS BELOW SHOULDER LINE, THE TOP OF THE ENDWALL SHALL BE CONSTRUCTED PARALLEL TO THE GRADE OF THE RDAD. 9-'/," CHAMFER MAY BE PROVIDED ON ALL EDGES AT MANUFACTURERS OPTION. F IV -,A ENDWALL FOR ELLIPTICAL PIPE SIZE DF ELLIPTICAL PIPE CULVERT [SPAN s RISE) 23"x14" 30"x19" 34"x22" 39-x24" 42"x27" 45"x29" 40-"x32" 53"x34" o-_9" 0'-10" 0'-11" 0'-TV 1'-O" 1'-0.. T-C., Ii T.2" 1'-U" 1'-6" t'-8" 1'-9" r-1D•' 1'-11" 1'.11'. 1'-Q~ T-11" 2'_1'. �,_+„ 2'_3" 2,_7„ 2._B.. 2,_g r, T-2" 1'-7" 1'-10" 2'-O'• 2'-3" 2'•3" T.5.1 2'•10" F F 2,_113" 3,_3,� 3,_7" T_g.. 4'-0" 4,_2„ 4._5- 4'-7" 5'-5" 7'•2" B'-6" 9'-2" 10'-2" 1D'-11" 12'-r' 12'-11" -•," 2•-6•' 2'-10" 3'-6" 3'-91 4'-".4'-5" '.. _' 2�2' 0�-3'/1" O 3'�2� 0'-4" 0-'¢'/2' 0'-4�1" 0'-5'• 0'-ram A.. I: 0'-2" d'-2f2' 0 2-Y," 0'-3" 0--_V/2" 01•3y'1" d'•4" U-4'1/2' c.JBIc YARDS OF CONCRETE CGNC.PIPE 1 0,502 1 0-1155 1 1.236 1 1,500 1 1.R11 1 2-101 1 2.S12 SPECIFICATION STANDARD ENDWALL FOR PIPE CULVERTS VD= REFERENCE " " " " " " ROAD AND BRIDGE STANDARDS 105 12- 36CIRCULAR AND 23x 14- 53x 34ELLIPTICAL PIPES S02 REVISION DATE 5rEET 1 OF i yIRGINIA PEPMTKMT QF TRAN$PQRTATIQN W1.01 PRE-ENGINEERED----, SEGMENTAL WALL UNITS (VERSA-LOT{ OR EQUAL) PER ' MANUFACTURERS L. •L f } 1r NO. 57 SPECIFICATIONS STONE � � /,• HDPE P<IPPERATED TO DAYLIGHT 6" MIN. COMPACTED SAND AND GRAVEL NO SCALE GE-61 NON--CRMCAL RETAINING WALL SECTION SPfCIFfcATla WIDTH LENGTH 23.6' HEIGHT 10, AREA PER UNIT 3.23 SF UNITWEIGHT 1,24 LBSABF SURFACE OPEN AREA INTERNAL VOID AREA SASE MATERIAL. 100% RECYCLED P01~YPROPYLENIE. BIOLOGICAL A CHEMICAL RESISTANCE UNAFFECTED BY MOLD, ALGAE, 801L BURN CHEMICALS. BACTERIA, ANC) BITUMEN SERVICE TEWERATURE -14 TO 105'F GN]fi4PREESSTUE 6TRENt3TN [fiNF1Li..Ei3) 320.02 PSI COMPRESSNE STRENGTH (111 8,351.70 PSI n yeti* • ! /-LwT..� �� may* R SECTION VIEW tigm 1. SS PAVER SYSTEM SHALL BE ACF {)BASS CELL OR E1VGiNEEi APPROVED EQUAL 2. CONTRACTOR SHALL STRICTLY ADHERE TO MANUFAC7URER'S SpECIFICAIIQNS FOR ALL ELEMENT'S OF GRASS PAVER SYSTEM (SUBGRADE, STONE LAYER, TOPSOIL MIX, ETC) 3. STON-E/TOPSOIL MILL SHALL BE: 70% CRUSHED, CLEAN, WASHED STONE (VDOT #57 OR AASHTO #5) • 30% TOPSOIL IWI"ILL MA701AL. (SEE ACF SPECIFICATION FOR ADDITIONAL REQUIREMENT'S) 4. GRASS SHALL BE KENTUCKY BWEGRASS IN ZONES 6 AND NORTH, BEI MUpA GRASS IN ZONES 7 AND SOUT!i- NO ALE GNI GRASS PAVER SYSTEM 0 4" COMPACTED AGGREGATE BASE COURSE, VDOT #21A 2" SM-9.5A SURFACE COURSE COMPACTED �_ 8' SUBGRADE I I CLASS A - TYPE I LOW -MAINTENANCE PEDESTRIAN PA THWA Y DETAIL NO SCALE W=O TRIANGULAR DITCH SECTION CA.^.I-IFF11 II 1= DITCH DESIGNATION W M Y LINING A ❑ 3 12" B/M TREATMENT 1 O SCALE GNI-3001 DRAINAGE DITCH Q t D A s I IIIII c ;k► 10100, DUMPSTER PAD "x4" TREATED POST "x4" TREATED TOP RAIL. "46 TREATED SLATS "x4" TREATED MIDDLE RAIL "x4"x8' TREATED POSTS "x4" TREATED BOTTOM RAIL 10'x20' CONCRETE APPROACH RAMP, 6" THICK 3000 PSI WITH 6x6-W2.1 2. i WWF AIR ENTRAINED 0 6" COMPACTED 218 STONE 10'00' CONCRETE PAD 6" THICK 3OW PSI WITH 6x6- W2.1 /W2.1 WWF AIR ENTRAINED OVER 6" COMPACTED 216 STONE SCREEN :.:.:.:.:.:.:.:.►4PPRQAOH RAMP.:.:-'.'.;- GATE Na SCAL E.ELM A GNI-0003 DUMPSTER PAD SCREENING DETAIL FA&I 2" ASPHALT SURFACE COURSE Cc)o° 4" COMPACTED \� \/ AGGREGATE BASE\��\\ COUIRS E,VDOT #21B PEDESTRIAN WALKWAYS (NO SCALE) 1" PRIME & DOUBLE SEAL TOP COAT 8" COMPACTI AGGREGATE BA COURSE, VDOT #2 TRAVEL LANES & PARKING (NO SCALE) 2" VDOT SM-9.5A ASPHALT SURFACE COURSE)O O�g� �o0�g� 00°°00oo°oC 8" COMPACTED BASE AGGREGATE\ - % \ COURSE, VDOT #21 B PARKVIEW DRIVE PAVEMENT 5' COMPACTED SUBGRADE vv,v,rrw � w SUBGRADE COMPACTED SUBGRADE (NO SCALE) QPAVEMENT MILL & OVERLAY DETAIL HAS BEEN ADDED AND 9 NOTATED ON THE PARKVIEW DRIVE ROAD PLAN. MODIFICATIONS TO THE GRADING & DRAINAGE DESIGN. THE QMODIFICATIONS TO THE GRADING & DRAINAGE PLAN HAVE 3 DRASTICALLY REDUCED THE IMPACTS TO THE EXISTING STREAM BUFFER FOR THIS PROJECT. REVISED PAVEMENT DETAILS. QUPDATED SITE DETAILS AND GENERAL NOTES FOR THE PROJECT. EXISTING 50' EASEMENT (PARKVIEW DR.) 4'-0" 6'-011 18' to 24' PAVEMENT 5-0" 8'-0" MIN. GUARDRAIL 9' 9' to 15' WHERE 3' 3' SPECIFIED TRAVEL LANE TRAVEL LANE 114":1' 3 TRAIL 1 114 .1 CL - SEE SHEET C3-01 1/4":1' FOR CENTERLINE LOCATION GUARDRAIL WHERE SPECIFIE ALL DITCHES SHALL BE 1' MINIMUM DEPTH. STREET SECTION IS FOR GENERAL STREET CHARACTERISTICS. SEE SHEET C3-01 FOR FINAL GRADING AND STREET ALIGNMENT. DITCH CENTERLINE LOCATION EXISTS INSIDE AND OUTSIDE THE EXISTING EASEMENT. NO SCALE PROPOSED ROAD CROSS-SECTION ��LTH 0 -�_-SCOTT R. COLLINS-z' ULic. No. 035791 �o��sSI ONAL E11m �c�� z Z u) W CID O o z 0 _j r Q c C C L C W ` L Lu 00 CD 1 z Lu (� Q z L`7 W VJ CC N G W z N O J N � N w Lij I- r�^� V 1 J v , J J c/ I i O W Lj 0 z Lu OJ c.rl V z U O ul z Lu F__ O U U !J wui z 0L O j 0 I- u ui Lu a W J H � - - O Lu w W N v JOB NO. 172133 SCALE 1 11=30' SHEET NO. 0-03 EXISTING PRIVATE \ SEWER EASEMENT FOR CONTINUATION, SEE--,,, APPROVED SHEET C4-02 UTILITY NOTES: i. THE SANITARY SEWER AND WATER MAIN DESIGNS SHOWN ON THE GAY & NEEL PLANS ISSUED ON 2/2/2015 AND APPROVED ON 8/22/2oi6 ARE INCORPORATED WITH THIS MINOR AMENDMENT FOR CONSTRUCTION PURPOSES. THE DESIGN OF THE INFRASTRUCTURE COMPLETED BY GAY & NEEL WAS REVIEWED AND IS NOT BEING MODIFIED. NOTE HOWEVER, THE WATER AND SANITARY SEWER LATERALS WERE UPDATED PER THE NEW BUILDING LOCATIONS. 2. SANITARY SEWER LATERAL INVERT CLEAN OUT ELEVATIONS HAVE BEEN ADDED TO THE PLANS TO ENSURE BASEMENTS CAN BE SERVED VIA GRAVITY SEWER. THE SANITARY SEWER MAIN INVERTS WERE NOT MODIFIED & A MINIMUM SLOPE OF 2.o8% SHALL BE MAINTAINED IN ALL SANITARY SEWER LATERALS. EXISTING HOME IS SERVED FROM AN EXISTING 8" METER AT THE CORNER OF THREE NOTCH'D ROAD AND PARKVIEW DRIVE. PRIOR TO ABANDONING METER, CONTRACTOR SHALL PROVIDE 3 DAYS NOTICE OF ABANDONMENT \ TO RWSA. WITH RWSA INSPECTOR ONSITE, CONTRACTOR SHALL ABANDON THE EXISTING \ SERVICE. CONTRACTOR SHALL COORDINATE EXACT LOCATION OF RELOCATED METER LOCATION WITH OWNER AND CONNECT EXISTING LATERAL FROM THE HOME TO THE 6" GRAVITY SEWER FOR ADJACENT PROPERTY. RELOCATED METER. ADJACENT PROPERTY CONNECTION MUST BE REVIEWED AND APPROVED BY THE ACSA TO ENSURE A MAINTENANCE AGREEMENT IS IN PLACE AND CONNECTION FEES ARE PAID. AN RPZ BACKFLOW DEVICE IS REQUIRED TO BE INSTALLED AT THE RELOCATED METER. THE RELOCATED METER SHALL BE LOCKED IMMEDIATELY BY THE ACSA UNTIL THE ACSA WITNESSES A PASSING BACKFLOW TEST BY A CERTIFIED BACKFLOW TESTER. THE CONTRACTOR SHALL CONTACT ERIC NUTTER �- AT THE ACSA (434-977-4511 EXT. 163) TO SCHEDULE A WITNESS OF THE BACKFLOW TEST. i I� I II II I I I TAX PARCEL 56-67 I BEAVER CREEK HILL CORPORATION I D.B. 2609 PG. 387 ZONING: RA USE: VACANT - CONTRACTOR SHALL CONNECT EXISTING DWELLING, OUTDOOR FAUCETS, AND POOL TO PROPOSED WATERLINE AND PROPOSED SEWER LINE. - WATER METERS SHOWN FOR GENERAL LOCATION PURPOSES ONLY. CONTRACTOR TO FIELD LOCATE METERS IN COORDINATION WITH ARCHITECTURAL PLANS AND BUILDING CONTRACTOR. - 20' PUBLIC WATERLINE EASEMENTTO BE DEDICATED ON EASEMENT PLAT. EASEMENT SHALL BE CENTERED ON PROPOSED WATER LINE. J I 8" 1:0/4' BEND-� w/THRUST BLOCK I 8" go' BEND WITH THRUST BLOCK TYP. RO AND ► _ _ _ \ \ \ \\ \\\ = GRAPHIC SCALE ► TAX PARCEL 56-67A PARROTT BRANCH GENERALLY ► SHEEELEE, LLC _ \ \ \ \ \_= ALONG PROPERTY LINE IN 30 o is so so i2o h THIS AREA I M 1317 PARKVIEW DR ► 6.155 ACRES. FEET \\\\ \ ► D.B. 1169 PG. 455; 1 innchch 30 ft. _ A \ \ \\\ ) ► D.B. 1086 PG. 583CIO V \ \V \ = PROPOSED VAR. WIDTH _ \ \ PRIVATE SEWER EASEMENT` � \ \ �- PROPOSED 20' PRIVATE \\ \ PROPOSED 25 ON \ SEWER EASEMENT CD DETAIL Building Lateral Invert Minimum Lateral Building/ Number at Main Invert at Clean Out Basement FFE 1 629.61 629.81 633.52 2 628.97 629.20 644.78 3 628.61 628.82 635.69 4 629.03 629.22 635.39 5 629.44 629.67 634.26 6 629.61 629.84 632.61 7 630.03 630.63 632.32 8 630.47 631.09 633.34 9 630.73 631.25 634.35 10 631.22 631.57 633.92 11 631.45 631.49 642.75 12 631.29 631.51 642.89 13 630.99 631.36 644.83 \,TH 04, ,�_-SCOTT R. COLLINS� Lic. No. 035791 w� PROPOSED PUMP SHEET C -)�\\ \ STATION (SEE DETAIL _ \ \ ACSA GENERAL WATER & SEWER CONDITIONS z SHEET C4-04) 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) 4" 45o AND 22 21 BEN � INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA � w/THRUST BLOCK OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT z o / 3A 16 \ _ \\ \\\ \ NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. p J ; " BLOWOFF �, \ \ p THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND Q C H / 4ASSEMBLY off' \ \ \ / \ \\ \ B �R STRUCTURES, AS NECESSARY. F z / ac = \ \ \ \ \ \_\ \� \ \ \C� T 3• ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE w 2 \ J/ \ \ �o \ /� s \ \ \ \ \ \\ \ \ GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. z J L \ \ \ \/ \ I \ \ \ \ 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. Q - iaS Li 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). O 1A 0 _ EXISTING T \ / V A _ \ 1 \ \ 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE & ONE-HALF (3.5) FEET OF COVER w z L o \ W ` UTILITY PG. \ \ \ I �� \ \ \ \ MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE ROD �F� �� 4 73, 337 / \ \ V� \ HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. H L END / ' 2 C �� / \_ \ \ \ 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. > W�\'\ `� \� \ \\ = 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE W 2 B \ off\ \ \ \\\ \ \\\ \ \ DURING A FUTURE EXTENSION OF THE LINE. w/ IJ. ~ g. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. c -6 A_ \ \ \ \_ \ \V� \ V io. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION i 2A \\I 1C \ \ \ \ \\ \ \ \ \ j REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). / SEGMENTED ��� \ 6 B \ \ \ \\ \\ j ANAGED STEEPRETAIN w LL c� ��c -- SLOPES AX I BLOWOFF V LOWPOINT \ \ \ \\\ / \ ♦ - 4" 11/4 BEN THRI� T BLOCK - \\ \\ \" Q UTILITY SERVICE LATERALS UPDATED TO ACCOUNT FOR \ \ \ 4 PROPOSED BUILDING FOOTPRINT REVISIONS. TAX j w .. �A \ \ \ _ v \ \ \ \\_� \ BEAVER CRE Q �g D.B. m C:) i \ la A6 go' BEN \ \ CO = V \ V A \ O° w/THRUST BLOCK \ V �0 \ V �/ \V= PARROTT BRANCH \ \/ ALONG PROPERTY / FIRE HYDRANT spy �\ ��o PROPOSED YARD \�o Gas s 2 /I\ // \ THIS AREA \ ASSEMBLY \ \�����AINS 0 (2 REC): "x4" TEE w/THRUST BLOCK NY PLAYG ND ` 4" GV AND BOX \ \ EQUIPMENT S LL \ \ \ \ \ \ \ 2" METER VAU`T• (SEE DETAIL SHEET V A O BE OUTSIDE PUE O OD \S�\ \ C4-o6) (FINAL METER SIZE FOR BOTH \ ��� O 9 A 9 w R ETERS WILL B� QETERMINED BY THE \ \ \ \ \ \ \\ \ / I ACSA) - � \ \ I --PUMP 1E 9 soA - HOUSE FF_ 656.26 %% \ 20 B Q F=655.90 6" 451 BEND W P FF=656.01 w/THRUST BLOCK / o g��G \ o�y ♦` \ \ -� \ \ 45 \ \ \ii 649.76 w THRU T �3 �WM N \ \ 6" i1%4 BEND ) X / M� & 6" 22 0BEND BLOC � Wj \ _ W /THRUST 13 OCK / PROPOSED �3 / Q , PROPO I zz _ . \ UTILITY ESMT13 B i/ , zs B AV / i3A451 s 0 4° 45 ° BEND � � o / 1F 12 C w/THRUST BL CK & i/ / iz B 4" BLOWOFF / �/r / ---- --- 2A SSEMBLY 'I \ 8"x6" TEE w THRUST 7 BLOC - ---- 8" GATE VALVE AND B� -- w 8" x 6" REDUCER - W ; -i ATERLINE o \ FIRHYD AN �� DI E / 0 / / V� w P. ASSE LY �P EXI�TIN CK TY_ / P) ,DB 6 / - - / / / / / / / O CL GAS LINE INDICATOR /POST I` �11 V uI / Z / \ 0 NEWLY CONSTRUCTED 16" RWSA WATERLINE. SEE NOTE, SHEET C1-02 T- / / BLOWOF V A ASSEMBLY AT �3 O / G 5 END ,% � \ � / / 7 � � � L RUST BL CK \ \ \- / _ - �'°�I"`�R OD PRIVATE ROAD- i / \FN PARK IEW DRI E - \ \ \ EXISTING RWSA- 12" WATERLINE A \ \ 12" WATERLINE CONTRACTOR SHALL COORDINATE WITH \ z RWSA AND ACSA DURING CONSTRUCTION / / / OF THE CONNECTION TO THE EXISTING / \ / / \ RWSA WATERLINE. CONTRACTOR SHALL d \ i ENCETO PROTECTTHE RWSA " O� \ XIS ING TRI IL E MEN O USE DUE DILIG \ \ \ \WATERLINE DURING CONSTRUCTION. VA \ � o (STING EXISTING j \ / z i _ �o UTILITY ESM� U - \ �Ul� DB 4673 PG. 346 MATCHLINE, SEE - \ UTILITY ESMT. \ / / o �i \ co DB 4673, PG. 3 6- / ' 7-1 THIS SHEET - _ / w w _ CONNECT TO EXISTING (NEWLY CONSTRUCTED) RWSA 8 cy- WATERLINE TUB-OU AND CAPPED CONNECTION WITH AN \ \ 0 EXISTING 8" ALVE. PAVEMENT REPAIR AS NECESSARY. \ U( GENERALLY LINE IN Z LU SEEMS!■ - _■eJC9■ 'LU �■'i� is EEMEEM■■_., e■N■■■E■■e�■■M�._ SOMEONE ■■■■NONE NONE C\j ■■■ M■9kAM■■■M.►MESON ■■■!� ■RUM■■■■■M■N■WHN■■■■■LU i■■■:■■■MEN■■NN■N■N■■■ 1MMMMMM2MMMM®iiii�iii'■ 1■■■RN■■M■■■M■O■O►SMN■ own Lu _j zco 0 Vi I. LU Ilu�llll°� � III n�. • Z LU Fz LU LU LU LU 0 0� 2: U(D LU rn • i • .. • ) • •B NO. 172133 SCALE 1 11=30' • SHE .� �� , I PIPE DESIGN n = 0.013 for RCP n = 0.012 for HDPE Pipe Hydrology Pipe L @ 6 a) L v C W a cc w a) E c v 0 o a�i 3 m E m o ° wT a) E a� 3 m m S u, ° U Q Q U Q � U U U H U C1 w s S m in c m rn m Q E a) m m U c 0 E a) E 3 0 Y a� a) t j 3 co > > 7 0 a) � � J C (n � L.L � L.L Q' Pipe run: Yard Drain 5 - Outlet YD5 YD4 0.04 0.80 0.032 0.032 5.00 6.67 0.21 0.21 640.40 639.45 62.0 0.01 0.0153 12 4.78 3.01 0.34 YD4 YD3 0.16 0.60 0.096 0.128 8.00 5.81 0.56 0.74 639.45 638.75 66.0 0.01 0.0106 12 3.97 3.86 0.29 YD3 YD2 0.33 0.45 0.149 0.277 8.29 5.74 0.85 1.59 638.75 636.75 40.0 0.01 0.0500 12 8.63 8.37 0.08 YD2 YD1 0.04 0.80 0.032 0.502 8.36 5.73 0.18 2.87 636.75 636.60 18.4 0.01 0.0082 12 3.48 4.95 0.06 YD1 Y D1 A 0.07 0.80 0.056 0.598 8.43 5.71 0.32 3.41 636.60 621.50 82.0 0.01 0.1841 12 16.56 16.37 0.08 YD1A Y D1 B 0.00 0.00 0.000 0.598 8.51 5.69 0.00 3.41 620.00 608.25 39.0 0.01 0.3013 12 21.19 19.75 0.03 YD1B OUT 0.00 0.00 0.000 0.598 8.54 5.69 0.00 3.41 604.25 602.00 18.0 0.01 0.1250 12 13.65 14.43 0.02 Pipe run: Yard Drain 9 - Yard Drain 2 YD9 YD8 0.09 0.70 0.063 0.063 5.00 6.67 0.42 0.42 639.90 639.40 36.0 0.01 0.0139 6 0.72 3.79 0.16 YD8 YD7 0.06 0.50 0.030 0.093 5.16 6.62 0.20 0.62 639.40 638.90 18.0 0.01 0.0278 6 1.01 5.40 0.06 YD7 YD6 0.12 0.70 0.084 0.177 8.00 5.81 0.49 1.03 638.90 638.40 18.0 0.01 0.0278 8 2.18 6.14 0.05 YD6 YD2 0.02 0.80 0.016 0.193 8.05 5.80 0.09 1 1.12 638.40 1 636.75 1 38.0 0.01 1 0.0434 8 1 2.73 1 7.38 1 0.09 Pipe run: Yard Drain 17A - Outlet YD17A YD17 0.57 0.45 0.257 0.257 8.00 5.81 1.49 1.49 635.50 633.00 105.0 0.01 0.0238 12 5.96 6.30 0.28 YD17 YD16 0.45 0.45 0.203 0.459 8.28 5.75 1.16 2.64 633.00 632.26 112.0 0.01 0.0066 12 3.14 4.47 0.42 YD16 YD15 0.00 0.00 0.000 0.459 8.70 5.65 0.00 2.64 632.26 631.33 36.0 0.01 0.0258 12 6.20 7.54 0.08 YD15 YD14 0.00 0.00 0.000 1 0.555 8.77 5.63 0.00 3.13 631.33 629.90 51.8 0.01 0.0276 12 6.41 8.09 0.11 YD14 YD13 0.00 0.00 0.000 0.555 8.88 5.61 0.00 3.13 629.90 629.53 49.7 0.01 0.0074 12 3.33 4.81 0.17 YD13 YD12 0.00 0.00 0.000 0.555 9.05 5.57 0.00 3.13 629.53 628.75 107.5 0.01 0.0073 12 3.29 4.76 0.38 YD12 YD12A 0.00 0.00 0.000 0.619 9.43 5.49 0.00 3.40 626.75 608.15 60.0 0.01 0.3100 12 21.49 19.61 0.05 YD12A OUT 0.00 0.00 0.000 0.619 9.48 5.48 0.00 3.40 606.15 605.60 5.5 0.01 0.1000 12 12.21 13.29 0.01 Pipe run: Yard Drain 19 - Yard Drain 12 YD19 YD18 0.04 0.80 0.032 0.032 5.00 6.67 0.21 0.21 641.50 641.25 18.0 0.01 0.0139 6 0.72 3.17 0.09 YD18 YD12 0.04 0.80 0.032 0.064 5.09 6.64 0.21 0.42 641.25 628.75 75.2 0.01 0.1662 6 2.48 9.43 0.13 Pipe run: Yard Drain 21 - Yard Drain 15 YD21 YD20 0.09 0.80 0.072 0.072 5.00 6.67 0.48 0.48 640.00 639.50 30.0 0.01 0.0167 6 0.78 4.18 0.12 YD20 YD15 0.03 0.80 0.024 0.096 5.12 6.63 0.16 0.64 639.50 631.33 36.0 0.01 0.2269 6 2.90 11.65 0.05 Pipe run: Yard Drain 26 - Oulet YD26 YD25 0.03 0.80 0.024 0.024 5.00 6.67 0.16 0.16 642.50 628.00 32.0 0.01 0.4531 12 25.98 8.50 0.06 YD25 YD24 0.02 0.35 0.007 0.031 5.06 6.65 0.05 0.21 628.00 627.40 36.0 0.01 0.0167 12 4.99 3.00 0.20 YD24 YD23 0.03 0.80 0.024 0.055 5.26 6.58 0.16 0.36 627.40 627.09 31.0 0.01 0.0100 12 3.86 3.02 0.17 YD23 YD23A 0.00 0.00 0.000 0.493 8.10 5.79 0.00 2.85 627.07 626.80 36.0 0.01 0.0081 12 3.47 4.92 0.12 YD23A YD22 0.00 0.00 0.000 0.493 8.22 5.76 0.00 2.85 626.80 616.50 54.0 0.01 0.1907 12 16.86 15.71 0.06 YD22 YD22A 0.00 0.00 0.000 0.493 8.28 5.75 0.00 2.85 616.50 606.00 96.0 0.01 0.1094 12 12.77 13.07 0.12 YD22A OUT 1 0.00 1 0.00 1 0.000 1 0.493 8.40 1 5.72 1 0.00 1 2.85 1 606.00 1 605.00 1 6.0 1 0.01 0.1667 1 12 1 15.76 1 14.99 1 0.01 Pipe run: Yard Drain 28 - Yard Drain 23 YD28 YD27 0.57 0.60 0.342 0.342 8.00 5.81 1.99 1.99 632.50 628.00 58.0 0.01 0.0776 8 3.65 10.62 0.09 YD27 YD23 0.12 0.80 0.096 0.438 8.09 5.79 0.56 2.54 628.00 627.13 8.0 0.01 0.1088 8 4.32 12.86 0.01 Pipe run: Yard Drain 11 - Yard Drain 1 Y D11 YD10 0.02 0.80 0.016 0.016 5.00 6.67 0.11 0.11 642.25 641.00 32.0 0.01 0.0391 6 1.20 3.76 0.14 YD10 YD1 0.03 0.80 0.024 0.040 5.14 6.62 0.16 0.26 641.00 636.60 56.0 0.01 0.0786 6 1.70 6.22 0.15 �\ YD-23 YD z4 y DRAINAGE MAP- SCALEi"=5o' - - _ YD-25\\\ \ \\ YD-22YD-23A_ '\.�t \\\\ \ \ \��% YD z�,� YD-28-� YD-z \ � Y 1Q' i R\ \ \ /\ \ } YD-1 \ / D 2\ YD8 \ \� - Y���r\\ VAA VA Danz \YD-4' \ I , ---- - - i \ / \ \ . YD \ \ t O \ , l ♦ 0 ♦ D-18 . / 655• ` � - YD-19 i, � 649-76 21 IL , 4 ,I B i YD �fffiFYD 1� / /YD-17A - / i . -1 1-1 Structure Area (Acres) Cw t' (Min.) YD 1 0.07 0.80 5.0 YD 1 A 0.00 0.00 5.0 YD 1 B 0.00 0.00 5.0 YD2 0.04 0.80 5.0 YD3 0.33 0.45 8.0 YD4 0.16 0.60 8.0 YD5 0.04 0.80 5.0 YD6 0.02 0.80 5.0 YD7 0.12 0.70 8.0 YD8 0.06 0.50 5.0 YD9 0.09 0.70 5.0 YD10 0.03 0.80 5.0 YD11 0.02 0.80 5.0 YD12 0.00 0.00 5.0 YD12A 0.00 0.00 5.0 YD13 0.00 0.00 5.0 YD14 0.00 0.00 5.0 YD15 0.00 0.00 5.0 YD16 0.00 0.00 5.0 YD17 0.45 0.45 8.0 YD17A 0.57 0.45 8.0 YD18 0.04 0.80 5.0 YD19 0.04 0.80 5.0 YD20 0.03 0.80 5.0 YD21 0.09 0.80 5.0 YD22 0.00 0.00 5.0 YD22A 0.00 0.00 5.0 YD23A 0.00 0.00 5.0 YD23 0.00 0.00 5.0 YD24 0.03 0.80 5.0 YD25 0.02 0.35 5.0 YD26 0.03 0.80 5.0 YD27 0.12 0.80 5.0 YD28 0.57 0.60 8.0 PROFILE GENERAL NOTES: 1. THE YARD DRAINS PROPOSED ARE HDPE, HOWEVER THE CONTRACTOR MAY SELECT A VDOT APPROVED MATERIAL WITH ITS APPROPRIATE BACKFILL IN LIEU OF THIS PIPE. ALL PIPES SHALL HAVE ADEQUATE STONE BACKFILL COMPLIANT WITH VDOT REQUIREMENTS. A MINIMUM OF 12" OF COVER OVER STORM PIPES MUST BE PROVIDED. 2. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04. 3. ALL FILL MUST MEET 95% COMPACTION. 4. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER WATER MAINS AND SANITARY SEWER MAINS. 5. MINIMUM 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 6. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURING THE CONSTRUCTION PROCESS. 7. SHOULD THE CONTRACTOR ELECT TO INSTALL HDPE PIPE, THE CONTRACTOR SHALL INSTALL THE PIPE AND BACKFILL IN ACCORDANCE WITH VDOT STANDARDS AND REQUIREMENTS. CONTRACTOR SHALL USE STONE BACKFILL MATERIAL AS REQUIRED AND SHALL INSTALL AND BACKFILL THE PIPES TO ENSURE PROPER COMPACTION AROUND THE PIPES AND PREVENT CRUSHING OR DEFORMING THE STORM PIPES DURING CONSTRUCTION. 8. ALL YARD DRAIN INLETS & JUNCTIONS SHALL BE NYLOPLAST TYPE C 18" STANDARD GRATE ASSEMBLIES, OR EQUIVALENT WITH THE EXCEPTION OF YARD DRAINS 1A, 1B, 12, 12A, 13, 14, 15, 16, 22, 22A, 23, & 23A. THESE 12 INLETS SHALL HAVE SOLID COVERS. SEE SHEET C3-03 FOR DETAILS. YARD DRAIN (YD) 27 6401 RIM=632.75 INLINE INV.=628.00 YARD DRAIN (YD) 28 EXISTING RIM-635.75 GRADE INLINE INV.=632.50 YARD DRAIN (YD) 23 RIM=633.25 PRO\D INLINE INV.=627.13 \1 635 GRADE 635 NOTE: CONCRETE ANCHOR BLOCKS SHALL BE INSTALLED AT EVERY OTHER PIPE JOINT FOR PIPES WITH SLOPES GREATER THAN 16%. 645 645 6z YARD DRAIN (YD) 1 RIM=642.00 INLINE INV.=636.6o 640 PROPOSED GRADE 635 630 \ YDi- YD:.A 82. ' OF 012' HDI PIPE Qa 18. 1% 625 620 615 YD1A- YD1B 39.0' OF 012" HDI PIPE Qa 30.13% 610 YARD DRAIN (YD)1A RIM=625.50 INV. IN=621.50 INV. OUT=620.00 XISTIN RADE 640 635 630 625 620 615 YARD DRAIN (YD)1B RIM=61i.z5 INV. IN=6o8.25 INV. OUT=604.25 NOTE: ALL YARD DRAIN INLETS ARE 18" DIA. 605 YD1A- YDiB 605 18.o' OF 012" HDPE PIPE Qa 12.50% SEE VSMP AMENDMENT FOR OUTFALL ;ESIGN 600 YD1- OUT - INv._60z�O°600 Cy) 'i rn 11p M ON O k-0 0+50 1+00 1+50 640 630 630 �Dz8-YDz7 58.o' OF 08" HDPE PIPE @7.76% YD27- YD23 8.o' OF 08" HDPE 62 PIPE @io.88% 5 62 5 ri r\ Ln O Ln M � M lD l0 0+5o 645 YARD DRAIN (YD)18 RIM=643.00 INLINE INV.=641.25 PROPIED GRADE 635 YD i8-YD12 75.2'OF 06" HDP PIPE Qa 16.62% 630 625 620 615 610 2.5' COVER (i' MIN.) YARD DRAIN (YD)12 RIM=631.75 INV. IN=628.75 INV. OUT=626.75 N GRAD GRADE YD12- YD12A 6o.o' OF 012" HDPE PIPE @31.00% NOTE: ALL YARD DRAIN INLETS ARE 18" DIA. 640 PROFILE SCALES: 1"=5' (H) 1"=50'(H) 635 645 630 625 620 1 615 YARD DRAIN (YD)12A RIM=611.iS INV. IN=6o8.i5 INV. OUT=6o6.i5 610 YD12A- OUT 605 5.5' OF 012" HDPE I V.=6o5.6 605 PIPE @a io.00% SEE VSMP AMENDMEN FOR OUTFALL DESIGN 600 11 595 595 592 YD18- OUT 592 N N O O rl ci � � � k 0+50 1+00 1+50 YARD DRAINAGE DESCRIPTIONS STIR. NO. STIR. NO. COMMENTS DIA. (in.) LENGTH* (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL RIM* ELEVATION YD5 642.90 12" MIN. COVER REQ'D YD5 YD4 12 62.0 1.53% 640.40 639.45 HDPE YD4 641.75 12" MIN. COVER REQ'D YD4 YD3 12 66.0 1.06% 639.45 638.75 HDPE YD3 640.75 12" MIN. COVER REQ'D YD3 YD2 12 40.0 5.00% 638.75 636.75 HDPE YD2 641.75 12" MIN. COVER REQ'D YD2 YD1 12 18.4 0.82% 636.75 636.60 HDPE YD1 642.00 12" MIN. COVER REQ'D YD1 YD1A 12 82.0 18.41% 636.60 621.50 HDPE YD1A 625.50 12" MIN. COVER & SOLID COVER REQ'D YD1A YD113 12 39.0 30.13% 620.00 608.25 HDPE YD16 611.25 12" MIN. COVER & SOLID COVER REQ'D YD16 OUT 12 18.0 12.50% 604.25 602.00 HDPE YD9 641.90 12" MIN. COVER REQ'D YD9 YD8 6 36.0 1.39% 639.90 639.40 HDPE YD8 641.90 12" MIN. COVER REQ'D YD8 YD7 6 18.0 2.78% 639.40 638.90 HDPE YD7 643.00 12" MIN. COVER REQ'D YD7 YD6 8 18.0 2.78% 638.90 638.40 HDPE YD6 641.90 12" MIN. COVER REQ'D YD6 YD2 8 38.0 4.34% 638.40 636.75 HDPE YD17A 637.00 12" MIN. COVER REQ'D YD17A YD17 12 105.0 2.38% 635.50 633.00 HDPE YD17 634.90 12" MIN. COVER REQ'D YD17 YD16 12 112.0 0.66% 633.00 632.26 HDPE YD16 635.33 12" MIN. COVER & SOLID COVER REQ'D YD16 YD15 12 36.0 2.58% 632.26 631.33 HDPE YD15 633.33 12" MIN. COVER & SOLID COVER REQ'D YD15 YD14 12 51.8 2.76% 631.33 629.90 HDPE YD14 631.90 12" MIN. COVER & SOLID COVER REQ'D YD14 YD13 12 49.7 0.74% 629.90 629.53 HDPE YD13 631.75 12" MIN. COVER & SOLID COVER REQ'D YD13 YD12 12 107.5 0.73% 629.53 628.75 HDPE YD12 631.75 12" MIN. COVER & SOLID COVER REQ'D YD12 YD12A 12 60.0 31.00% 626.75 608.15 HDPE YD12A 611.15 12" MIN. COVER & SOLID COVER REQ'D YD12A OUT 12 5.5 10.00% 606.15 605.60 HDPE YD19 643.00 12" MIN. COVER REQ'D YD19 YD18 6 18.0 1.39% 641.50 641.25 HDPE YD18 643.00 12" MIN. COVER REQ'D YD18 YD12 6 75.2 16.62% 641.25 628.75 HDPE YD21 641.75 12" MIN. COVER REQ'D YD21 YD20 6 30.0 1.67% 640.00 639.50 HDPE YD20 641.75 12" MIN. COVER REQ'D YD20 YD15 6 36.0 22.69% 639.50 631.33 HDPE YD26 644.50 12" MIN. COVER REQ'D YD26 YD25 12 32.0 45.31% 642.50 628.00 HDPE YD25 630.50 12" MIN. COVER REQ'D YD25 YD24 12 36.0 1.67% 628.00 627.40 HDPE YD24 631.00 12" MIN. COVER REQ'D YD24 YD23 12 31.0 1.00% 627.40 627.09 HDPE YD23 633.25 12" MIN. COVER & SOLID COVER REQ'D YD23 YD23A 12 36.0 0.75% 627.07 626.80 HDPE YD23A 630.00 12" MIN. COVER & SOLID COVER REQ'D YD23A YD22 12 54.0 19.07% 626.80 616.50 HDPE YD22 620.00 12" MIN. COVER & SOLID COVER REQ'D YD22 YD22A 12 96.0 10.94% 616.50 606.00 HDPE YD22A 609.25 12" MIN. COVER & SOLID COVER REQ'D YD22A OUT 12 1 6.0 16.67%1 606.00 605.00 HDPE YD28 635.75 12" MIN. COVER REQ'D YD28 YD27 8 58.0 7.76% 632.50 628.00 HDPE YD27 632.75 12" MIN. COVER REQ'D YD27 YD23 8 8.0 10.88% 628.00 627.13 HDPE YD11 643.75 12" MIN. COVER REQ'D YD11 YD10 6 32.00 3.91% 642.25 641.00 HDPE YD10 643.75 12" MIN. COVER REQ'D YD10 YD1 6 56.00 7.86% 641.00 636.60 HDPE YARD DRAIN (YD) 26 RIM=644.50 INLINE INV.=642.50 64o YD26- YD25 32.0' OF 012" HDPE PIPE @ 45.31% PROPOSED \ GRADE YARD DRAIN (YD) 23 2'COVER (1' MIN.) RIM=633.25 635 INLINE INV.=627.09 YARD DRAIN (YD) 25 RIM-63o.5o YD23- YD23A INLINE INV.=628.00 36.0' OF 012" HDPE PIPE Qa o.81% 630 YD2S- YD24 36.0' OF 012" HDPE PIPE 625 C 1.67% YARD DRAIN (YD) 24 RIM=631.00 INLINE INV.=627.40 YD24- YD23 31.0' OF 012" HDPE PIPE 620 C o.87% YD23A- YD22 54.0' OF 012" HDPE PIPE Qa 19.07% 615 NOTE: ALL YARD DRAIN INLETS ARE 18" DIA. 610 YARD DRAIN (YD) 23A RIM=63o.00 INLINE INV.=626.8o -i' MIN. COVER YARD DRAIN (YD) 22 RIM=62o.00 INLINE INV.=6i6.So -_ EXISTING \ GRADE 645 6401 635 630 625 620 1 615 YARD DRAIN (YD) 22A RIM-609.25 INLINE INV.=6o6.00 610 YD22-YD22A 96.o' OF 012" HDPE PIPE @ 10.94% YD21- OUT 6.o' OF 012" HDPE PIPE @ I 605 16.67% 605 INV.=6o5.00 - SEE VSMP AMENDMENT---- 602 YD26- OUT FOR OUTFALL DESIGN 602 lD O ON O n N N M n O In r-� 0+50 1+00 1+50 2+00 2+50 3+00 107T � �COTT R. ('0111NS71 1J(-. No. 0 ;55791 l 10NAt, Z w 2: Z w 2: 2: 0 2: 0 0 0 Z 0 J 0 > 0 > P- rQ C6 C6 Z U W Z 0 Z O C) z J Q W J W J O< z w w -i w -i Q L Q w a w a W LULU w U) w U) Ce � � r\ ^ r\ QLn N 00 C) Ln Z w M z LU N W Q � z z p W Q � N � Q J ^J 1..� N Uj U U i--i w U/ Cz L9 J JLn 0� W � O J z Ujz LL O W O J Q (� V / LLJ z O w Z w O � O � cn U cn JwUj z j Uj Uj Uj w r� (D -1 ~ Crn C:)0 N a w w v JOB NO. 172133 SCALE AS SHOWN SHEET NO. C4-01A LANDSCAPE NOTES: \ 1. ALL TREE AND GROUND COVER PLANTING, SEEDING OR GRASSES, AND \ \ TREE STAKING SHALL BE IN ACCORDANCE WITH THE STANDARDIZED \ LANDSCAPE SPECIFICATIONS AS JOINTLY ADOPTED BY THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, \ THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE VIRGINIA \ NURSERYMEN'S ASSOCIATION. \ 2. HANDLING AND STORAGE OF ALL PLANT MATERIALS ON THE CONSTRUCTION SITE SHALL BE CONDUCTED IN ACCORDANCE WITH THE AMERICAN STANDARD FOR NURSEY STOCK AND THE ABOVE CITED SPECIFICATIONS. 3. ALL SEEDING AND PLANTING SHALL BE DONE BETWEEN AUGUST 15 AND OCTOBER 15, OR ALTERNATIVELY BETWEEN MARCH 1S AND MAY 1. SEEDING OR PLANTING AT OTHER DATES WILL BE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT AND MAY REQUIRE SPECIAL PROCEDURES. 4. ALL DISTURBED AREAS NOT OTHERWISE TREATED, ARE TO BE CUT TURF SEEDED AS SPECIFIED ABOVE. \ - - - _ - - - - - - - - - \\ \\ ,; ` PROPOS€D-LIMITS OF -TREE --- LANDSCAPING LEGEND CLEARINCr(TYP.y---------- _ - n 1 EE VSMP-MITIGATION PLAN -FOR- v t 1 REE_CLEARING-WtTHt14-#f---- - - - - \ \ V A A CB EXT1ISTINGioo'STREAMBUFfER- PARROTT BRANCH GENERALLY v \ ALONG PROPERTY LINE IN �- ---- ���� ���\\ VA \ THIS AREA IGS O I�i31 /7'PARKVIEW DR v vv v v \ 6.155 ACRES---- D!�B. b'169 Pys' 455; �� vv v v v vv v v v v \ TC x x 1 i / / / SF \\\\\ �\\\\ AR x \ 1 \�---- x-------- - - v v v v \ \ \� v \ I00 - \ x x x '-� --- A\ V A \ ��� AV \ MD x I x SF S. TREES DEPICTED HEREON ARE SHOWN WITH 20 YEAR CANOPY SPREAD. _ \� , i , 1 \ \\ \ ,' 6. ALL SLOPES GREATER THAN 3:1 SHALL BE PLANTED WITH CROWN VETCH. EXISTING TREES TO REMAIN SHALL BE PROTECTED BY PLASTIC V �,� // i� 7. x i r`� FENCING INSTALLED AT A DISTANCE IN FEET AWAY FROM DRIP LINE �� 0 22 MD EQUAL TO OR GREATER THAN THE DIAMETER OF THE TREE TRUNK IN �� �v �� x INCHES AT BREAST HEIGHT. vv x �� / / / �� ��a �, \ \ \ ��I /V ITT z I C REVISED LANDSCAPING PER LAYOUT CHANGES & UPDATED OVERALL TREE CANOPY ON 8. OWNER SHALL REPLACE ANY PROPOSED TREE THAT MAY DIE AFTER THE ONE YEAR LANDSCAPE CONTRACTOR WARRANTY. AFTER SAID ~l� _ -� �,° ,' ` `�\ \ \ ,�� \ \ 5 THE SITE. IN ADDITION SILT FENCE AND TREE PROTECTION LOCATIONS HAVE BEEN � \, PROPOSED LIMITS OFT E A V \ REVISED ON THE LANDSCAPING PLAN PER VSMP AMENDMENT. WARRANTY EXPIRES, OWNER TO INSPECT PROPOSED BUFFER AREA� ��i \ SEMI-ANNUALLY AND REPLACE ANY DEAD TREES OR SHRUBS. \ - T ® SSE vSMP MITIGATION PLAN FOR MITIGATION PLAN HAS BEEN REMOVED FROM THE LANDSCAPING PLAN AND ADDED TO TREE EXISTING�oo�STREAMN THE \ \ - BUFFFR A THE VSMP AMENDMENT -PER REQUIREMENTS FROM ENGINEERING DEPARTMENT. \ ♦\ \ 35 IGS O T `� `o ♦; �`� \ i ♦�� \ \ LEGEND OF LANDSCAPING EXISTING TREELINE (TYP.) TREE PROTECTION EXISTING EXISTING ALBEMARLE �� 15 IGS `v `� ♦♦� �� A CANOPY COUNTY PRESERVED ` \ \ CLEARING LIMITS ew STEEP SLOPES (TYP.)�� ����a �•� ��� \ V V V A - _ - - � ♦ A � � EXISTING TREELINE 1 CB SILT FENCE O/ TREES IN THIS AREA ARE L ` G �� STREAM BUFFER SITE LANDSCAPING PLANT SCHEDULE SYMBOL QUANTITY SPECIES COMMON NAME CONDITION CANOPY TOTALCANOPY CB 9 CARPINUS BETULUS HORNBEAM 1.5"-1.75" cal, B&B 177 1593 IGS 70 ILEX GLABRA'SHAMROCK' INKBERRY HOLLY 18"-24", 3 gal N/A N/A TC 7 TILIA CORDATA'GREENSPIRE' LITTLELEAF LINDEN 1.5" cal, B&B 249 1743 AR 8 ACER RUBRUM RED MAPLE 1.5" cal 397 3176 MD 22 MALUS DOMESTICA* APPLE 2" cal, B&B 129 2838 TOTAL: 9350 EXISTING VEGETATION APPROXIMATE CANOPY = 69,757 SF TOTA L CA N 0 PY = 9,350 S F + 69,757 S F = 79,107 S F CANOPY REQUIRED = 20% OF 268,201 SF (AREA OF PROPERTY) = 53,640.2 SF PARKING LOT CANOPY REQUIRED = 5% OF PARK I NG AREA = 1,395 SF PARKING LOT CANOPY PROVIDED = 1,527 SF *Contractor may substitute other fruit tree species. / r NOT COUNTED TOWARDS OVERALL TREE ♦♦♦ ��\ ' vn \ ` Y♦ �` \ \ TAX P �� �� �'� BEAVER CREE CANOPY AND SHOULD BE 2 CBPROTECTED TO THE 1 AR BIq �� 0 �' \ n n n 9 �♦��� �\ �\ \ \ D. B.Z( GREATESTEXTENT _ RN ' PRACTICAL BYTHE SHEp � ` C \ U ♦ `, � "' v rt- A v LIMITS OF TREE ® 1 CB S `v `� 9 ♦♦ , PRESERVATION o CONTRACTOR AT THE t ° - �� ♦ ��� - \ v � . V DESIRE OF THE OWNER. TP \ �% 'p ♦ � v S UC% / CONTRACTOR SHALL I 1 AR �� �`� ♦♦ �` A V ' r CONSULT WITH OWNER - V �� `♦ A TP y ( �• - \ AND DESIGN ENGINEER `� `\ �F\ '♦ \��\, PRIOR TO GRADING YCOTT �� R. COLLINS'� ULic. No. 035791 � w4 z p F C � J Q C Z `) w O o z � JLJ Q c > z uw p C c u c W Ice 'u w Q Ln N o 00 o1-1 I n \ OPERATIONS IN THIS 1 CB TP �\ �o \�` \\ e o \ , \ PARROTT BRANCH GENERALLY Vi AREA. IF ANY OF THE I I ° 1 CB v` ♦` �� \ \ ��� z VEGETATION IS I qs� ALONG PROPERTY LINE IN _ 20 AND VARIABLE ♦ _ ' THIS AREA REMOVED, so PUBLIC UTILITY \\ \ ♦♦� \ \ V \ \ ; \ PROPOSED LI W SUPPLEMENTAL CLEARING (TYP. - / �\ / / EVERGREEN PLANTING I EASEMENT \\ ®♦ c �� \ EXISTINGARESERVED COUNTY PRESERVED R SEE VSMP MITIGA STEEP SLOPES (TYP.) LIMITS OF TREE \ \ ♦ \x \, \ \ TREE CLEARING WITHIN T WILL BE INSTALLED TO • \ ♦ \ \ /./ HELP BUFFER VIEWS OF - 3 IGS PRESERVATION ` \\ \\ ♦♦ \ \ EXISTING 100' STREAM Q :� � / /�// / 0 20 400 THE PROPOSED /�' \ -0 77\ ` \ ♦ f �\ \ DEVELOPMENT. I / D 1 AIR O� HOME \ ��, \ \\ `<F ` \ . \ ` -- - M / - - Esz - - P M LU 1 1n - 200 ft. \ CONTRACTOR SHALL PROTECT \ / \ �,. .9� �\ ♦ � TP � � � - - - N C I 1 AR NG GARDEN VEGETATION ' < ` EXISTING A I / ♦ � ♦ _ r ♦Lvv - _ � THE VEGETATION/TREES EXIST ON SITE THAT IS NOT INCLUDED IN / J / • r - _ (� SHE CANOPY OROPERTY CALCULATION. AMPLE CANOPY COVERAGE EXISTS ON 1 TC_ FF=sss.zs I � � z EXISTING CANOPY CALCULATED AREA �I I F=655.90 IN � 1 TC v / - ---T 1&=656.01 t� 1940 �� �� ♦ v ♦ A .Z 0 . p / Aso 649.76 �' yam/ �� 1 ♦� EXISTING TREELINE (TYP.) N Q � o / `� 1 Uj J County of Albemarle 1 AR �\ 1 / r 100' STREAM = n ENO / ' B \\ �I/ �. Conservation Plan Checklist -To be placed on Landscape Plans l / 1� �� 1 i BUFFER (TYP.) i \ (Handbook, pp III-284-111-297 for complete specifications) II / �� " CV / 20 PUBLIC UTILITY L The following items shall be shown on the plan: / ® EASEMENT I / / / % % 1 J z In�� / h � Trees to be saved; I �� � � /i � �` _ � • 1 v � � I l � °f \ / ® Limits of clearing (outside dripline of trees to be saved); 91 Locution and type of protective fencing;woo ® Grade changes requiring tree wells orwallst �� TP / � / ---- -- � �_ / � `� l / � / / P P� / i Illllll� � Proposed trenching or tunneling beyond the limits of clearing. i / / / ���� ''� A �/ -/ /// �/ /� LLJ 0 All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. q g S P PP by my p I -- / /% / 13IGS --�� � � �A:%''�j='' SF �� --- \� �/y� � No m shall begin until the tree marlin has been inspected and approved a County Inspector 1 I LL _j _j 3. Pre -Construction Conference: 1 >Q �„ /- c , f- /1 - �� / / o 0 1 TC � /�� il� / /I � / o .- x/-� / LU Z1 Tree preservation and protection measures shall be reviewed with the contractor on site. / / / / / V w --- w - ------ 4. EaulumentOperation and Storage: > Q G4 -- � l Heavy equipment, vehicular tralPic and storage of construction materials including soil shall not be permitted within the driplines of trees / Q a / 1 CIB \ / � - - - - - - - - - - - x - - - / , / / / / U to be saved J� a / ��A /ice / \/„max - ��i , / GAS LINE I� � - ,� %� / /\ ------ �� �' /ST INDICATOR 5. Soil Erosion and Stormwatcr Detention Deices: / �� � � � / / i - ® Such devices shall not adverse] affect trees to be savefl. �- - � - - � - - -- -- P 0 Y - / 2CB/`� Ul ITC -- 6. Fires: / �� ' / b ,, • i / - - C.. ui fl Fires are not permitted within 100 feet of the dripline of trees to be saved. d. 7. To:dc Materials: / ® Toxic materials shall not be stored within 100 feet of the driphne of trees to be savers. / - - - ------ _ O U v & Protective Fencine: - - - - - - - - - - - Q Trees to be retained within 40 Feet of a proposed building or grading activity shall be protected by fencing. ; / j '� ' / , / / / / - _ Q Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. / 4 '� / / / / /� GQ 1sIj J LU LU 9. Tree Wells- / / / - - - / / / / / / / - - 4 0. O � When the ground level must be raised veitivrt the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval / / // / - i - - - - - - U) 10. Tree Walls: \ �/ i - - - - - - - - - - - _ _ - - - - - 6" MAX. 3I4' REINFORCED U�/)� VJ ® When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided- and a construction detail ( \ /- / i / i i / - - - - - - - - d• MIN. � � RIBBER HOSE submitted for approval. / / i _ - - STAKES Uj i nlluva V - ... - ... - ... - ' / / / / / - - - -` - - - - - B° SAUCER 11. Trenchtno and Tunneling: / - ... - ... - ... - ... - . - - a r��, �' � NOTCHED FOR WIRE Li - id / / / / / / r `;ems` B When n ettching is required within the limits of cleating, it shall be done as Far away from the trunks of trees as possible. Tunneling / / / / \ N 0 T E : 100' MINIMUM � 14 ;R . co TWO STRANDS OF #12 I ' ' under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. l \�! / / / / j / I GAUGE GALVANiZEA WIRE LU SF / / / / // / / // / � y ROD SEPTIC DRAIN FIELD '��'` �` O � 12. Cleanup: % / EN D. m ASPHALT TREE WRAP / / / / / / / / / / SETBACK E R 0 M BRANCH PAVEMENT 309E OVERLAP ® Protective fencing shall be the last items removed during the final cleanup. (FROM D . B . 1028 PG, 3 45) `:J CURB U ~ 3 MULCH LAYER w w 13. Damaged Trees: / / / / / / / _ Zd _ -^k i_I -LU Damaged trees shall be treated immediately by pruning fertilization or other methods recommended by a tree specialist / / / / / / / r- a �� i! J r w PREPARE] PLANTING _ V � / / � • I -- ` -_ sar_ wrrH TAMPED N a �n NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION I / / / / / / TAX PARCEL 56 - 6 7 B !I ! SITTING BED / / 1. REMOVE PLANT FROM CONTAINER OR WITH B de B MATERIAL PEEL BACK _ _ _ JOB NO. REQUIREMENTS. _ \ / / / MARTIN & B A R B A R A L. S C H U LM A N BURLAP AND REMOVE WIRE FROM ROOTBALL AFTER 3V4 BURIED IN PIT. -� I I I SOIL SEPARATOR T� �y -- t SCALE PARCEL 1, D.B. 1169 PG. 455; �- :.,,. -.•.•: _ - 2. PLANT CROWN AT V ABOVE FINISH GRADE r 172133 1 8/4/17 I - / / / / / 3. MULCH 3` DEPTH. : - = CRUSHe%D STONE OR 4 f = ` ' " COARSE SAND \ / / 0 / 1s // 30� so 120 D.B. 1028 PG. 358; / 5. 34. A HIGH WATERSE BACK ING RING EXCEPT AT DRE ON UPHILL SIDE IP IRRIGATED AREAS OR IN PLANTBEDS. -� - �- �,;,�„ _�, 6" MIN. SCALE OWNERSIGNATURE (DATE) / _ - / / / 30 / / / D.B. 1086 PG. 583; / 8. SCARIFY S1D>=5 OF HOLES PRIOR TO PLANTING. � 5Ef CROWN OF ROOT D T 794 PG, 3 81 ; / / 7. PLANTING Sal_ r BALL. 1' ABOVE 1 „= 30 r / S. FOOT TAMPED COMPACTED BACKFILL UNDERBALL TO PREVENT SETTLING. SURROUNDING FINISH - / D . B . 690 PG, 5 9 9 ; 9, UNDISTURBED/COMPACTED SUBSOIL GRADE BEFORE MULCHING a _® C4PITRACT PURCHASER SIGNATURE (DATE) � / - - / / / / / �� / � ��� � ( IN FEET ) / 0 511I05 Page 1 of 1 � � / / / i D . B . 6 6 4 P G. 431 / / NO scAI.E GE--4t s NO SCALE GE-41 - SHEET NO. \// . 1 inch = 30 ft. L_ ZONING: RA - SHRUB PLANTING TREE PLANTING c6-01 � USE: VETERINARY CLINIC / /