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HomeMy WebLinkAboutSDP200900016 Plan - Approved 2009-09-17ALBEMARLE COUNTY SERVICE AUTHORITY NORTH FORK REGIONAL PUMP STATION ?ALBEMARLE COUNTY, VIRGINIA at,.; � 5�4 T6t..' butApttal Type Rev;ewed and Approved by !he Date mm411, 7e���elo hent Department File#S� /�1�__....__ NORTH FORK REGIONAL PUMP STATION PRELIMINARY SITE PLAN GENERAL INFORMATION OWNER_ ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 PHONE: (434) 977-4511 FAX: (434) 979-0698 ENGINEER: WHITMAN REQUARDT, & ASSOCIATES, LLP 9030 STONY POINT PARKWAY RICHMOND, VA 23235 PHONE: (804) 272-8700 FAX: (804) 272-8897 TAX MAP NO.: TM -032 PARCEL ID & LOT: 03200-00-00-006AO PARCEL ADDRESS: 4419 DICKERSON ROAD CHARLOTTESVILLE, VA PROPERTY NAME: N/A CURRENT OWNER: UNIVERSITY OF VIRGINIA FOUNDATION OWNER ADDRESS: P.O. BOX 400218 CHARLOTTESVILLE, VA 22904 PARCEL SIZE: 465.881 ACRES PRELIMINARY AREA OF ACQUISITION LIMITS: 0.61 ACRES IMP COVER WITHIN ACQUISITION LIMITS: 0.19 ACRES DISTURBED AREA WITHIN ACQUISITION LIMITS: 0.53 ACRES ZONING PLANNED DEVELOPMENT INDUSTRIAL PARK*(PD-IP) - OVERLAY DISTRICT MAGISTERIAL DISTRICT: RIO ZONING VARIANCES: N/A ZONING PROFFERS: ZMA 98-27 & ZMA 95-04 PROPOSED USE: WASTEWATER PUMP STATION AND PUBLIC UTILITIES BUILDING AREA=600 SF, ONE-STORY, MAX. HEIGHT=15.3 FT WATERSHED: NORTH FORK RIVANNA (BELOW WATER INTAKE) WATERSHED USGS DATUM: HORIZONTAL DATUM -VA STATE PLANE COORDINATE SYSTEM, SOUTH ZONE NAD 83 VERTICAL DATUM - NAVD 88 SOURCE OF TOPOGRAPHY: FIELD SURVEY, JANUARY 2009 SOURCE OF SURVEY: RICE ASSOCIATES 308 TURNER ROAD, SUITE G RICHMOND, VA 23225 PHONE: (804) 674-9723 FAX: (804) 674-9726 NFRPS PROPOSED SITE LOCATION VICINITY MAP SCALE: 1 " = 1500' APRIL 2009 WHITMAN, REQUARDT AND ASSOCIATES), LLP Engineers, Architects and Planners 9030 Stony Point Parkway, Suite 2201 FAX: 272-8899 (804) 272-8700 RICHMOND, VIRGINIA www. wrallp. com PRELIMINARY SITE PLAN NOT TO BE USED FOR CONSTRUCTION s Subm al Type 'IReviewed and Approvon by the,n� .r �AihmuniN Develoament UelfartMdiiS SHEETS TITLE G-1 COVER SHEET C-1 GENERAL NOTES, ABBREVIATIONS AND LEGEND C-2 ZONING PROFFERS C-3 f C-4 ZONING PROFFERS C-5 SITE LAYOUT PLAN C-6 GRADING PLAN C-7 E&S PLAN VICINITY MAP SCALE: 1 " = 1500' APRIL 2009 WHITMAN, REQUARDT AND ASSOCIATES), LLP Engineers, Architects and Planners 9030 Stony Point Parkway, Suite 2201 FAX: 272-8899 (804) 272-8700 RICHMOND, VIRGINIA www. wrallp. com PRELIMINARY SITE PLAN NOT TO BE USED FOR CONSTRUCTION s Subm al Type 'IReviewed and Approvon by the,n� .r �AihmuniN Develoament UelfartMdiiS SHEETS TITLE G-1 COVER SHEET C-1 GENERAL NOTES, ABBREVIATIONS AND LEGEND C-2 ZONING PROFFERS C-3 ZONING PROFFERS C-4 ZONING PROFFERS C-5 SITE LAYOUT PLAN C-6 GRADING PLAN C-7 E&S PLAN C-8 SITE PIPING PLAN C-9 LANDSCAPING PLAN C-10 SITE PIPING PROFILES C-11 GRAVITY SEWER PLAN AND PROFILE C-12 - C-18 FORCE MAIN PLANS AND PROFILES C-19 PRE AND POST CONSTRUCTION DRAINAGE PLAN C-20 NOTES AND DETAILS C-21 NOTES AND DETAILS C-22 NOTES AND DETAILS C-23 SEDIMENT AND EROSION CONTROL DETAILS A-1 FLOOR PLAN A-2 ROOF PLAN AND DETAILS A-3 BUILDING ELEVATIONS A-4 BUILDING SECTIONS A-5 WALL SECTIONS A-6 DOOR, WINDOW, LOUVER AND FINISH SCHEDULES 101-1 MECHANICAL GENERAL NOTES AND LEGEND M-2 REGIONAL PUMP STATION — GRADE LEVEL PLAN 4-3 REGIONAL PUMP STATION - BELOW GRADE PLAN M-4 REGIONAL PUMP STATION - SECTIONS M-5 SCHEMATICS AND SYSTEM CHARACTERISTICS M-6 SCHEDULES AND DETAILS M-7 DETAILS S-1 STRUCTURAL NOTES, LOADS AND DETAILS S-2 TYPICAL DETAILS S-3 TYPICAL DETAILS S-4 EXCAVATION SUPPORT DESIGN CRITERIA S-5 BOTTOM PLAN S-6 GRADE LEVEL PLAN S-7 ELECTRICAL BUILDING PLANS AND SECTIONS S-8 METER VAULT- SECTIONS AND DETAILS S-9 VALVE VAULTS- SECTIONS AND DETAILS S-10 MONORAIL SUPPORT PLANS S-11 MONORAIL SUPPORT SECTIONS AND DETAILS E-1 ELECTRICAL LEGEND AND ABBREVIATIONS E-2 SITE PLAN E-3 SINGLE LINE DIAGRAM E-4 GRADE LEVEL POWER PLAN E-5 BELOW GRADE POWER PLAN E-6 GRADE LEVEL LIGHTING PLAN E-7 BELOW GRADE LIGHTING PLAN E-8 GROUNDING AND LIGHTING PROTECTION PLAN E-9 SECTION E-10 DETAILS - LIGHTNING PROTECTION AND GROUNDING E-11 DETAILS - EMERGENCY GENERATOR E-12 PANEL SCHEDULE & LIGHTING FIXTURE SCHEDULE 1-1 LEGEND, ABBREVIATIONS, AND GENERAL NOTES 1-2 CONTROL RISER DIAGRAMS 1-3 ELEMENTARY WIRING DIAGRAMS 1-4 ELEMENTARY WIRING DIAGRAMS 1-5 ELEMENTARY WIRING DIAGRAMS 1-6 MISCELLANEOUS DETAILS ONLY SHEETS LISTED IN BOLD TEXT ABOVE ARE INCLUDED IN THIS SUBMITTAL SCALE: ALBEMARLE COUNTY SERVICE AUTHORITY HORIZ: N/A DRAWING SHEET VERT.: N/A 168 SPOTNAP ROAD DATE: APRIL 2009 CHARLOTTESVILLE, VIRGINIA 22911 1 DESIGNED: CEL NORTH FORK REGIONAL PUMP STATION ov DRAWN: nM G-1 CHECKED- DIS NFRPS SITE PLAN 66 PROJECT NO.. 46466-002 COVER LEGEND FOR UTILITY MARKINGS - - - - PROP. CONTOUR UNDERGROUND TRAFFIC SIGNAL - TR OF TRANSPORTATION UNLESS NOTED OTHERWISE ON THE PLANS OR IN THE SPECIFICATIONS. TR - TR UNDERGROUND CABLE TV - TV TV - TV - 300 UNDERGROUND FIBER OPTIC - F/0 F/0 F/0 - UNDERGROUND ELECTRIC - UGE- PROP. EDGE OF PAVEMENT UGE- UGE- UNDERGROUND TELEPHONE - UGT- EX. PERMANENT EASEMENT UGT- UGT- UNDERGROUND GAS - GAS - - - - - GAS - - GAS UNDERGROUND WATER LINE - W/L W/L W/L_ UNDERGROUND SEWER FORCE MAIN PROP. PROPERTY LINE - - - FM FM - END OF INFORMATION (SIGNAL STOPS) 7. EO/ B. LEGEND & SYMBOLS EX. CONTOUR - - - - - - PROP. CONTOUR STANDARDS, FOR THE ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA), AND/OR THE VIRGINIA DEPARTMENT - Benchmark OF TRANSPORTATION UNLESS NOTED OTHERWISE ON THE PLANS OR IN THE SPECIFICATIONS. AERIAL NOTES: EX. CONTOUR ANNOTATION - - - - 525 - - - - - PROP. CONTOUR ANNOTATION ON HIS OWN INITIATIVE AND AT NO ADOITIOWAI. COST TO THE OWNER, LOCATE ALL UNDERGROUND UNES 300 AND STRUCTURES AS NECESSARY. CONTRACTOR SHALL CALL 'MISS UTILITY" 0 811 PRIOR TO EX. EDGE OF PAVEMENT CONSTRUCTION. CONTRACTOR WILL BE RESPAONSIBLE FOR ANY DAMAGE AND REPAIR TO ANY UTIUTY DENSE VEGETATION AND SHOULD BE FIELD CHECKED. -- - - PROP. EDGE OF PAVEMENT ACCURACY STANDARDS. DATE OF PHOTOGRAPHY: 3. FINAL ACCEPTANCE BY ACSA SHALL NOT BE [MADE UNTIL ALL WORK SHOWN ON CONTRACT DRAWINGS AND 04/10/07 DATE OF COMPILATION: 04/27/07 INCLUDED IN THE SPECIFICATIONS IS COMPLETED INCLUDING PAVING, GRADING, TESTING AND ALL EX. PERMANENT EASEMENT - SCALE: 1' = 50' CONTOUR INTERVAL: 1 FT. 4. PROP. PERMANENT EASEMENT LOUISA AERIAL SURVEYS, INC. P.O. BOX 430 MINERAL, VA. - - - - - - - PROP. CONSTRUCTION EASEMENT - - - - - - - - - - - - - - EX. PROPERTY OR RIGHT-OF-WAY LINE BY A VIRGINIA CERTIFIED LAND SURVEYOR, ETTC. DISTURBED OR TEMPORARILY RELOCATED DURING THE - PROP. PROPERTY LINE - - - - - - EX. TREE LINE WITH CONCRETE PER ACSA STANDARD DETNI_`S. 7. PROP. TREE LINE B. INGRESS AND EGRESS OF ALL PRIVATE DRYEEWAYS TO BE MAINTAINED AT ALL TIMES. DRIVEWAYS OR EX. GRAVITY SEWER ENTRANCES DISTURBED DURING CONSTRUCTIOM SHALL BE REPLACED AT ORIGINAL CONDITION AS SHOWN - Iron Pipe Found ON THE DETAILS. _ - PROP. GRAVITY SEWER - Light Pole ACSA INSPECTOR. 10. TRENCHES AND EXCAVATIONS WITHIN VDOT RODS SHALL BE BACKFILLED COMPLETELY WITH 21-A STONE. 11. FOR WATER INSTALLATIONS WITHIN EXISTING WDOT R/W; CONTRACTOR MUST NOTIFY VDOT WHEN PROP. WASTEWATER FORCE MAIN INSTALLATION BEGINS SO THAT DENSITY CAN BE TESTED ON TRENCH BACKFILL (95X ASTM. 0-698 - Polyvinyl Chloride Pipe OPTIMUM MOISTURE t2S). 12. PROP. STORM DRAIN - Retaining ANY CONSTRUCTION (INCLUDING LAND CLEARIIING ON PRIVATE PROP 13. COORDINATE PROPERTY OWNER NOTIFlCATIONSS WITH ACSA INSPECTOR. PROP. DECORATIVE FENCE DISTURBED DITCHES SHALL BE RESTORED T01 RISTING GRADES AND LINING EXCEPT WHERE EXISTING - Sanitary GRADES RESULT IN NEGATIVE GRADES. NEGAITIVE GRADES SHALL BE CORRECTED TO PROVIDE POSITME - Sewer PROP. WATER SERVICE LINE w w w PROP. ELECTRIC SERVICE LINE MEASURED BELOW EDGE OF PAVEMENT OR 35.0 FEET BELOW EXISTING GROUND. E- E E SETBACK UNE Tele. - Telephone EX. WETLANDS - Telephone Handhole TPED - Telephone Pedestal Traff. 100 YR FLOOD PLAIN Trans. - Transformer UNK - Unknown 100' STREAM BUFFER - Utility W.B. - Will Book Will EX. STREAM WMH - ------ TREE PROTECTION TP - With Electric - TP SILT FENCE SF SET - SF SUPER SILT FENCE SSF 11503144.526 - SSF SAFETY FENCE TRAVERSE ROD xx LIMITS OF DISTURBANCE LOD - LOD PROP. SANITARY SEWER MANHOLE 493.920 Qo PROP. WATER METER ROD O SOIL BORING 3938079.058 TEST PIT 496.395 CONSTRUCTION ENTRANCE IS ROD INLET PROTECTION 1P 3937729.744 CULVERT INLET PROTECTION CIP 485.981 PERMANENT SEEDING TRAVERSE O TEMPORARY SEEDING 215 O OUTLET PROTECTION OPREM I 1 1 1 1 1 1 1 EX. STORM SEWER STRUCTURE SCHEDULE Q Storm Drain MH Rim=538.72 Inv. In=531.47 Curb Drop Inlet Rim=541.09 Inv. In=534.84 Inv. Out=534.76 ® Curb Drop Inlet Rim=541.83 Inv. In=535.63 Inv. Out=535.53 ® Storm Drain MH Rim=544.08 CL Inv.=537.38 (Pipes Inaccessible) 3 18" RCP W/FES Inv=541.77 ® Curb Drop Inlet Rim=546.30 (A) Inv. In=540.69 (B) Inv. In=539.66 Inv. Out=539.20 Cone. Riser Inv. In=541.27 Inv. Out=541.12 ® Curb Drop Inlet Rim=547.23 Inv. In=539.43 Inv. Out=539.43 ® Curb Drop Inlet Rim=548.00 Inv. Out=540.25 ® Curb Drop Inlet Rim=546.74 Inv. Out=543.22 015" RCP W/ FES Inv=542.23 © Curb Drop Inlet Rim=546.35 Inv. Out=542.29 © 18" RCP W/FES Inv. 541.77 ® 12' RCP Inv. In=536.06 ©Storm Drain MH Rim=534.32 (A) Inv, In=528.06 (B) Inv. In=528.15 (C) Inv. 1n=530.40 Inv. 01 SURVEY NOTES 1) DATUM: HORIZONTAL: VIRGINIA STATE PLANE COORDINATE SYSTEM, SOUTH ZONE, NAD83 VERTICAL: NAVD88 2) PROPERTY DESCREPENCIES EXIST IN AREAS WHERE NOTED. RIGHT OF WAY IN AREAS OF CONFLICT TAKEN FROM VDOT HIGHWAY PLAN /0684D - NEW ROUTE 29. 3) PROPERTIES SHOWN HEREON MAY NOT REFLECT ALL EASEMENTS OF RECORD. 4) PROPERTY BOUNDARIES SHOWN HEREON DO NOT CONSTITUTE A CURRENT BOUNDARY SURVEY BUT ARE LOCATIONS OF THE CURRENT DEEDS OF RECORD. 5) UNDERGROUND UTILITIES WERE DESIGNATED AND CHECKED BY ACCUMARK, INC. 6) CEMETARY SITES WERE NOT OBSERVED WITHIN THE PROJECT UNITS, 7) OBSCURED AREAS WERE NOT FIELD LOCATED AS A PART OF THIS SURVEY. 8) THE WALGREEN'S PHARMACY WAS CONSTRUCTED AFTER THE DATE THE AERIAL PHOTOGRAPHY WAS CAPTURED AND WAS NOT FIELD LOCATED AS A PART OF THIS SURVEY. ® Grote Inlet Rim=533.36 Inv. Out=530.74 © Grate Inlet Rim=534.31 Inv. in=529.14 Inv. 01 ®Riser Pipe Top=541.36 ®Grate Inlet Rim=524.49 Inv. In=517.06 Inv. Out=516.00 ® Grote Inlet Rim=519.43 Inv. In=509.37 Inv. Out=509.29 ©Gmte Inlet Rim=514.77 Inv. In=504.18 Inv. Out=504.15 ©12" CMP Inv. In=486.09 Inv. Out=484.63 012" CMP Inv. In=488.80 Inv. Out=488.45 ®12' CMP Inv. In=495.67 Inv. Out=495.32 ©Storm Drain MH Rim=475.40 Inv. In=470.81 ®Riser Structure Grate=463.16 (Pipes Inaccessible) ©Grate Inlet Rim=468.96 18' Inv. In=456.93 36' Inv. In=444.87 Inv. Out=444.37 ®Grate Inlet Rim=462.44 Inv. In=457.94 Inv. Out=457.94 018" CMP Inv.=460.65 ®18" CMP Inv. In=461.66 Inv. Out=461.27 3/ Curb Drop Inlet Rim=479.68 Inv. Out=472.26 ©Storm Drain MH Rim=461.23 Inv. In=456.12 Inv. Out=456.03 ©Curb Drop Inlet Rim=456.48 Inv. In=450.61 Inv. Out=450.39 ®Grate Inlet Rim=453.15 Inv. Out=448.01 ©Grote Inlet Rim=451.73 15" Inv. In=446.39 18' Inv, In=447.85 Inv. Out=445.55 ®Grate Inlet Rim=450.45 (A) Inv. In=440.43 (B) Inv, In=440.43 (C) Inv. In=444.52 Inv. Out=440.36 ©15" CMP W/FES Inv. In=452.42 Inv. Out=449.27 ®15' CMP Inv. In=442.20 Inv. Out=437.27 ®Yard Inlet Rim=448.04 Inv. Out=440.34 4015" CMP Inv. In=437.10 Inv. Out=435.39 @18" CMP Inv. In=431.51 Inv, Out=429.87 Q18" CMP Inv. In=424.46 Inv. Out=418.92 4© Grate Inlet Rim=429.50 Irv. In=427.21 Inv. Out=427.16 40 Grate Inlet Rim=427.60 Inv. In=424.19 Inv. Out=424.17 40 Throated Inlet Rim=424.81 15" Inv. In=416.17 18" Inv. In=408.21 Inv. Out=408.21 Throated Inlet Top=419.68 Inv. 01 ® Throated Inlet Top=415.59 Inv. Out=407.69 ®Throated Inlet Top=401.76 Inv. In=397.56 ®15" CMP Inv. In=412.47 Inv. Out=411.88 ®Grate Inlet Top=406.40 Inv. Out=402.22 © Grate Inlet Top=404.83 Inv. In=401.18 Inv. Out=401.07 ©Curb Drop Inlet Rim=404.54 Inv. In=400.04 Inv. Out=399.94 ©Curb Drop Inlet Rim=407.62 18" Inv. In=399.51 24' Inv. In=397.87 Inv. Out=397.77 ®Grate Inlet Top=413.93 Inv. Out=403.09 ©Curb Drop Inlet Rim=409.53 Inv. In=394.02 Inv. Out=393.72 ® Grate Inlet Top=396.94 Inv. In=391.79 Inv. Out=383.21 © Curb Drop Inlet Rim=400.74 Inv. Out=395.79 ®Storm Drain MH Rim=400.14 CL Inv. =393.24 (Pipes Inaccessible) ®Curb Drop Inlet Rim=398.43 Inv. In=392.18 Inv. Out=391.83 ®Storm Drain MH Rim=390.58 Inv. In=376.48 Inv. Out=376.25 ®/ Curb Drop Inlet Rim=405.89 Inv. Out=402.84 ® Curb Drop Inlet Rim=406.06 Inv. In=402.41 Inv. Out=402.39 ®Storm Drain MH Rim=405.52 Inv. In=401.60 Inv. Out=396.64 ®Grate Inlet Rim=403.88 Inv. In=392.30 Inv. Out=391.83 ®12" CMP Inv. In=404.92 Inv. 01 ®12" CMP Inv. In=395.16 Inv. Out=394.43 ©12" CMP Inv. In=392.68 Inv. Out=392.50 ®12" Metal Inv. In=392.54 Inv. Out=391.49 ®Grote Inlet Top=402.24 Inv. 01 036' RCP W/ FES Inv =377.76 ©Storm Drain MH Rim=518.40 CL Inv.= 493.4+/- (A) Inv. In=513.40 (B) Inv. In=510.90 ©Drop Inlet Top=518.56 Inv. In=516.11 Inv. Out=515.76 ©Grote Inlet Top=521.65 Inv. Out=517.64 ®Storm Drain MH Rim=520.90 (A) Inv. In=516.90 (B) Inv. In=514.10 Inv. Out=513.90 ©Yard Inlet Top=522.95 Inv. Out=518.11 012" RCP Inv=522.09 ©Curb Drop Inlet Top=526.04 Inv. Out=523.13 ®Storm Drain MH Rim=529.38 Inv. In=523.87 Inv. Out=523.73 ®Storm Drain MH Rim=529.78 Pipes k Structure Inaccessible ®Curb Drop Inlet Top=531.01 Inv. Out=526.87 ®15' CPP Inv=528.66 ®Storm Drain MH Rim=542.16 (A) Inv. In=536.16 (8) Inv. In=535.76 Inv, Out=533.06 ®Storm Drain MH Rim=544.64 Stormwater Storage Structure Inv. In=539.27 Inv. 01 ®Storm Drain MH Rim=544.95 Inv. In=539.20 (A) Inv. Out --Blocked (8) Inv. Out=539.20 ®Grate Inlet Top=544.10 Inv. Out -539.75 ®24" CPP Inv=532.41 ®Storm Drain MH Rim=539.77 Inv. In=532.22 Inv. Out=532.16 ®Storm Drain MH Rim=539.39 Slormwater Storage Structure Inv. In=532.38 Inv. Out=531.74 ®Storm Drain MH Rim=539.12 Stormwoter Storage Structure Inv. In=534.19 Inv. Out=532.59 ®24' CPP Inv.=532.52 ®Curb Drop Inlet Top=538.37 Inv. In=534.92 (A) Inv. Out=534.76 (B) Inv. Out=534.86 GENERAL NOTES GREAT EASTERN MANAGEMENT RTE. 29 NORTH PROJ. NO. 1. ALL CONSTRUCTION MATERIALS AND INSTALUITRON SHALL CONFORM TO THE LATEST EDITION OF 2652092 STANDARDS, FOR THE ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA), AND/OR THE VIRGINIA DEPARTMENT - Benchmark OF TRANSPORTATION UNLESS NOTED OTHERWISE ON THE PLANS OR IN THE SPECIFICATIONS. AERIAL NOTES: CHH 2. EXISTING UIIUTIES ARE SHOWN ONLY IN APPROXIMATE LOCATIONS ON FIELD SURVEY. CONTRACTOR SHALL, DTM FILE USED TO GENERATE CONTOURS. HATCHED ON HIS OWN INITIATIVE AND AT NO ADOITIOWAI. COST TO THE OWNER, LOCATE ALL UNDERGROUND UNES AREAS NOT MAPPED DUE TO VERY DENSE AND STRUCTURES AS NECESSARY. CONTRACTOR SHALL CALL 'MISS UTILITY" 0 811 PRIOR TO VEGETATION. HATCHED AREAS MAPPED CONTAIN VERY CONSTRUCTION. CONTRACTOR WILL BE RESPAONSIBLE FOR ANY DAMAGE AND REPAIR TO ANY UTIUTY DENSE VEGETATION AND SHOULD BE FIELD CHECKED. LINES OR STRUCTURES, BY COMPLYING WITH THE REQUIREMENTS OF THE UTILITY OWNERS. HATCHED AREAS MAY NOT MEET NATIONAL MAP Cov. ACCURACY STANDARDS. DATE OF PHOTOGRAPHY: 3. FINAL ACCEPTANCE BY ACSA SHALL NOT BE [MADE UNTIL ALL WORK SHOWN ON CONTRACT DRAWINGS AND 04/10/07 DATE OF COMPILATION: 04/27/07 INCLUDED IN THE SPECIFICATIONS IS COMPLETED INCLUDING PAVING, GRADING, TESTING AND ALL - Deed Book REQUIRED ADJUSTMENTS. SCALE: 1' = 50' CONTOUR INTERVAL: 1 FT. 4. THE ENGINEER WILL INSPECT ALL PIPEUNES, AND APPURTENANCES THERETO, AS SHOWN ON THE LOUISA AERIAL SURVEYS, INC. P.O. BOX 430 MINERAL, VA. APPROVED UTILITY PLANS, LOCATED WITHIN DDEDICATED EASEMENTS AND/OR PUBUC RIGHT-OF-WAY. 23117 (540) 967-1499 5. CONTRACTOR SHALL RESTORE LIMITS OF WORRK TO EXISTING GRADES AND REINSTALL ALL MAILBOXES, - Existing FENCING, LANDSCAPING, LIGHT, POWER POLES, DITCHES, AND REINSTALL ANY DISTURBED PROPERTY PINS - Flared End Section BY A VIRGINIA CERTIFIED LAND SURVEYOR, ETTC. DISTURBED OR TEMPORARILY RELOCATED DURING THE - Fiber Optic Witness Post WORK. 6. ALL WATER MAIN AND FORCE MAIN FITTINGS IAND APPURTENANCES SHALL BE RESTRAINED, AND BLOCKED - Found PK Nail WITH CONCRETE PER ACSA STANDARD DETNI_`S. 7. ALL DUCTILE IRON PIPE SHALL BE CLASS 521. B. INGRESS AND EGRESS OF ALL PRIVATE DRYEEWAYS TO BE MAINTAINED AT ALL TIMES. DRIVEWAYS OR - Invert ENTRANCES DISTURBED DURING CONSTRUCTIOM SHALL BE REPLACED AT ORIGINAL CONDITION AS SHOWN - Iron Pipe Found ON THE DETAILS. 9. IN AREAS WHERE SETTLING HAS OCCURRED, (CONTRACTOR SHALL BACKFILL WITH STONE AS DIRECTED BY - Light Pole ACSA INSPECTOR. 10. TRENCHES AND EXCAVATIONS WITHIN VDOT RODS SHALL BE BACKFILLED COMPLETELY WITH 21-A STONE. 11. FOR WATER INSTALLATIONS WITHIN EXISTING WDOT R/W; CONTRACTOR MUST NOTIFY VDOT WHEN - Utility Pole INSTALLATION BEGINS SO THAT DENSITY CAN BE TESTED ON TRENCH BACKFILL (95X ASTM. 0-698 - Polyvinyl Chloride Pipe OPTIMUM MOISTURE t2S). 12. CONTRACTOR SHALL PROPERLY NOTIFY ALL PIROPERTY OWNERS TWO (2) WEEKS PRIOR TO THE START OF - Retaining ANY CONSTRUCTION (INCLUDING LAND CLEARIIING ON PRIVATE PROP 13. COORDINATE PROPERTY OWNER NOTIFlCATIONSS WITH ACSA INSPECTOR. 14. DISTURBED DITCHES SHALL BE RESTORED T01 RISTING GRADES AND LINING EXCEPT WHERE EXISTING - Sanitary GRADES RESULT IN NEGATIVE GRADES. NEGAITIVE GRADES SHALL BE CORRECTED TO PROVIDE POSITME - Sewer GRADES BETWEEN CULVERTS. 15. ALL FORCE MAINS AND GRAVITY SEWERS SHAALL BE INSTALLED WITH A MINIMUM COVER OF 3.0 FEET, - Sprinkler Valve MEASURED BELOW EDGE OF PAVEMENT OR 35.0 FEET BELOW EXISTING GROUND. %AA W*64&7 PRELIMINARY SITE PLAN NOT TO BE USED FOR WHITMAN, REQUARDT AND ASSOCIATES, LLP CONSTRUCTION Engineers, Architects and Planners 9030 Stony Point Parkway, Suite 220) FAX: 272-8897 w (804) 272-8700 RICHMOND, VIRGINIA ww. wrallp. tom @15" OPP Inv. -535.22 815" RCP Inv. 524.46 ®15" RCP Inv.=525.25 ®Curb Drop Inlet Top=528.07 Inv. 1n=521.72 ®Curb Drop Inlet Top=527.79 Inv. In=522.85 Inv. Out=522.82 ®Curb Drop Inlet Top=529.08 Inv. In=523.63 Inv. Out=523.58 ®Curb Drop Inlet Top=530.43 Inv. Out=524.89 012' RCP Iry=519.13 012' RCP Inv.=520.51 012' CMP Inv=508.47 012" CMP Inv=509.65 036" CMP Inv.=497.25 ®Grote Inlet Top=507.00 (A) Inv. In=501.14 (8) Inv. In=505.27 Inv. Out=500.85 012" CMP Inv.=505.40 QGrate Inlet Top=507.15 Inv. In=502.35 Inv. Out=502.35 ®Grote Inlet Top=513.66 Inv. In=504.30 Inv. Out=504.30 ®Grate Inlet Top=517.33 Inv. In=510.76 Inv. Out=510.89 ABBREVIATION LEGEND Yard Inlet Top=520.33 (A) Inv. In=515.24 (B) Inv. In=515.85 Inv. Out=515.16 OYard Inlet Top=521.95 Inv. Out=517.62 OCurb Drop Inlet Top=526.38 Centerline Str. 522.6+/- (Pipe(s) Inaccessible) 024' RCP Inv.=487.50 024" RCP Inv.=497.92 018" CMP Inv=506.17 018' CMP Inv. 515.54 018" METAL Inv=443.75 015" CMP Inv=463.35 OYard Inlet Top=468.48 Inv. Out=465.04 036" BY 36" Box Culvert Inv=438.60 018" CMP Inv. 444.40 20Yard Inlet Top=451.45 Centerline Str.=447.0+/- (Pipe(s) Inaccessible) 015" CMP Inv. In=451.79 Inv. Out=451.25 012" CMP Inv. In=422.51 Inv. 01 015" RCP Inv. In=516.18 Inv. Out=514.42 Approx. /® Sanitary MH - Approximate BM Inv. In=527.18 - Benchmark CAN - - Cable Television CHH - Communication Handhole CIP - Cost Iron Pipe C.L.F. - Chain Link Fence CMP - Corrugated Metal Pipe Comb. - Combination Cone. - Concrete Cov. - Covered CPP - Corrugated Plastic Pipe D.B. - Deed Book DIP - Ductile Iron Pipe EJB - Electric Junction Box Esm t. - Easement Ex. - Existing FES - Flared End Section F.O.W.P. - Fiber Optic Witness Post FH - Fre Hydrant F/PK - Found PK Nail F/POST - Fence Post HH - Handhole Inv. - Invert IPF - Iron Pipe Found IRR - Irrigation LP - Light Pole MH - Manhole PG. - Page PP - Utility Pole PVC - Polyvinyl Chloride Pipe RCP - Reinforced Cone. Pipe Ret. - Retaining R/F - Rod Found RW MON - Right Of Way Monument San. - Sanitary Sew. - Sewer SCO - Sanitary Cleanout SPK VLV - Sprinkler Valve Sta. - Station T.M. - Tax Map Tele. - Telephone THH - Telephone Handhole TPED - Telephone Pedestal Traff. - Traffic Trans. - Transformer UNK - Unknown Util. - Utility W.B. - Will Book Will - Water Meter WMH - Water Manhole WV - Water Valve W/Elec. - With Electric Y L - Yard Light EX. SAN. SEWER STRUCTURE SCHEDULE 0 Sonitory MH /® Sanitary MH Rim=538.65 Rim=401.46 Inv. In=527.18 Inv. Out=398.61 © Sanitary MH /® Sanitary MH Rim=541.47 Rim=403.39 Inv. In=533.37 (A) Inv. In=398.24 Inv. Out=533.02 (B) Inv. In=398.39 © Sanitary MH Inv. Out=398.14 Rim=537.32 O Sanitary MH Inv. In=524.37 Rim=401.63 ® Sanitary MH Inv. In=397.73 NAIL Inv. Out=397.73 Rim=534.10 SANITARY CLEANOUT (A) Inv. In=525.70 Q Sanitary MH (B) Inv. In=525.48 Rim=405.77 Inv. Out=525.39 CL Inv.=395.77 ® Sanitary MH (Pipes Inaccessible) Rim=537.25 MANHOLE CL Inv.=527.47 /� Sanitary MH (Pipes Inaccessible) Rim=405.69 NAIL (A) Inv. In=400.44 I@ Sanitary MH (B) Inv. In=400.57 Rim=559.88 Inv. Out=400.26 Inv. Out=542.07 /© Sanitary MH TRAVERSE NAIL © Sanitary MH Rim=406.87 Rim=454.68 Inv. Out=401.66 Inverts Inaccessible (Force Main) /® Sanitary MH NAIL Rim=409.76 ® Sanitary MH Inv. Out=404.44 Rim=412.51 Inv. Out=392.29 9 Sanitary MH ® Sanitary MH Rim=405.72 Inv. In=394.62 Rim=411.23 Inv. Out=394.62 Inv. In=390.33 ® Sanitary MH Inv. DLit=390.13 Rim=404.33 /® Sanitary MH Inv. In=393.88 Rim=408.80 Inv. Out=393.86 CL Inv.=388.50p7 Sanitary MH (Pipes Inaccessible) Rim=395.71 / / Sanitary MH CL Inv.=393.06 Rim=418.15 (Pipes Inaccessible) CL Top Pipe=416.20 Sanitary MH (Force Main) 2 ©Rim=396.70 209 CL Inv=393.40 (RPes Inaccewb1e) ZQ Sanitary MH Rim=393.85 ROD Filled W/Cont. SYMBOL LEGEND Q BENCHMARK 0 PROPERTY MARKER p BUSH 3943858.395 TREE (SEE LABEL) OS SANITARY SEWER MANHOLE CWD FIBER OPTIC WITNESS POST SET SIGN 3944002.995 0 TELEPHONE PEDESTAL 1-0� UTILITY POLE WATER VALVE NAIL WATER METER CO SANITARY CLEANOUT 11505477.863 LIGHT POLE 400.103 GROUND OR YARD UGHT NAIL STORM DRAIN MANHOLE OWATER MANHOLE OTELEPHONE MANHOLE FIRE HYDRANT rR-A-.M TRANSFORMER NAIL ® GAS METER MB MAILBOX OGUY SCALE: HORIZ: N/A VERT.: N/A DATE: APRIL 2009 DESIGNED: CEL DRAWN: YLM CHECKED- DJS PROJECT N0: 46466-002 Sanitary MH Rim=384.47 (A) Inv. In=375.69 (8) Inv. In=375.64 Inv. Out=375.53 ® Outlet To River Inv. Out=365.03 ®Sanitary MH Rim=518.88 (A) Inv. In=503.62 (8) Inv. In=503.68 Inv. Out=503.68 © Sanitary MH Rim=528.48 Inv. In=524.83 Inv. Out=Inaccessible 20 Sanitary MH Rim=527.33 Inv. In=516.23 Inv. Out=515.99 ® Sanitary MH Rim=527.31 (A) Inv. In=516.43 (B) INV. IN=516.56 Inv. Out=516.36 ®Sanitary MH Rim=529.11 (A) Inv. In=517.13 (B) Inv. In=516.91 Inv. Out=516.91 3/ Sanitary MH Rim -538.60 Inv. In=533.21 Inv, Out=532.99 © Sanitary MH Rim=528.61 (A) Inv. In=517.29 (B) Inv. In=517.32 (C) INV. IN=519.66 Inv. Out=517.11 0 Sanitary MH Rim=527.09 Inv. Out=518.96 Sanitary MH Rim=523.92 (A) Inv. In=519.51 (B) Inv. In=519.51 (C) INV. IN=520.02 Inv. Out=519.48 TRAVERSE & TEMPORARY BENCHMARK SUMMARY DATA BM N0. NORTHING EASING ELEV. DESCRIPTION 200 3943858.395 11506246.072 395.085 TRAVERSE NAIL SET 201 3944002.995 11505765.664 405.055 TRAVERSE NAIL SET 202 3943573.947 11505477.863 400.103 TRAVERSE NAIL SET 203 3943060.654 11505221.317 398.021 TRAVERSE NAIL SET 204 3942402.202 11504887.703 394.920 TRAVERSE NAIL SET 205 3941913.521 11504694.700 405.708 TRAVERSE NAIL SET 206 3941395.863 11504430.803 419.394 TRAVERSE NAIL SET 207 3940955.246 11504168.829 430.902 TRAVERSE ROD SET 208 3940336.238 11503910.724 1 445.209 TRAVERSE ROD SET 209 3939689.884 11503584.542 460.695 TRAVERSE ROD SET 210 3939207.216 11503333.145 478.315 TRAVERSE ROD SET 211 3938835.029 11503144.526 477.080 TRAVERSE ROD SET 212 3938440.955 11502955.571 493.920 TRAVERSE ROD SET 213 3938079.058 11502770.960 496.395 TRAVERSE ROD SET 214 3937729.744 11502592.162 485.981 TRAVERSE ROD SET 215 3937362.968 11502415.341 489.265 TRAVERSE ROD SET 216 3936952.343 11502149.966 508.511 TRAVERSE ROD SET 217 3936453.208 11501938.140 524.368 TRAVERSE ROD SET 218 3936053.920 11501697.889 537.504 TRAVERSE ROD SET 219 3935777.311 11501454.137 544.968 TRAVERSE ROD SET 220 3935504.489 11501205.169 540.931 1 TRAVERSE ROD SET 221 3936432.668 11502172.461 520.660 1 TRAVERSE PK NAIL 222 3936330.974 11502362.451 511.465 TRAVERSE ROD SET 223 3936216.727 11502547.246 507.749 TRAVERSE ROD SET 224 3935906.916 11502349.663 519.600 TRAVERSE ROD SET 225 3935606.330 11502095.083 527.903 TRAVERSE ROD SET 226 3935511.503 11501710.588 544.457 TRAVERSE ROD SET 227 3935282.718 11501462.356 544.348 TRAVERSE ROD SET ZZtS I 3 34 4. 11 1019.974-FlT.-476---T-RA-V-E-RS-E-R-O-D--SUF ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 NORTH FORK REGIONAL PUMP STATION NFRPS SITE PLAN GENERAL NOTES, ABBREVIATIONS AND LEGEND DRAWING 2 OF 66 SHEET C-1 WHITMAN, REQUARDT AND ASSOCIATE', Engineers, Architects and Planners 9030 Stony Point Parkway, Suite 2210 (804) 272-8700 RICHMOND, VIRGINIA LLP PRELIMINARY SITE PLAN NOT TO BE USED FOR CONSTRUCTION FAX: 272-8897 ww. wrall77. com SCALE: HORIZ: N/A VERL: N/A DATE: APRIL 2009 a as all « a S ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 NORTH FORK REGIONAL PUMP STATION NFRPS SITE PLAN ZONING PROFFERS DRAWING SHEET 4 OF C-3 66 it is proffered, with such use being undertaken walnin twenty (20) years of receipt of the property by 41101 "D% or better for U.S. 29 and Route 649 intersection) can be maintained 5.3 Phases of Development Tl>c following schedule shall apply for determining the road improvements (I) Note: The use categories in the charts above shall have the following definitions for the purposes "General (2) Applicant shall acquire (or reimburse the acquiring governmental entity for for a building constructed after construction of the Maximum Total Build- out, Phase 1980,000 floor ( Applicant with existing, or alterative improvements. set forth in 5.4 below: timing of of this Amide V: Office" shalt mean business and professional office uses as acquisition costs, it Applicant is unable to acquire) right of way for, desi gross sea). shall dedicate and widen (d) Applicant shall dedicate within its Project, an area for shall complete within one year proffers, a preservation plan which the cemetery, contemplated in the Zoning Application Plan and Zoning Application text. "Hotel" shall have the definition set forth in the Ordinance. "Support Commercial" those g n ( two northbound len turn lanes and Road U.S. 29 a[ the intersection • of Road p (North Fork Entrance )and U.S. to four lanes the two lana collector road extending from U.S. 29 to 649 • g when traffic volume within the Project create the [seed for such widening. necessary J ry construction of a • grade separated interchange. The approximate location shall be as designated on • pHA i shall mean uses listed on the "Non -Residential IoM Use Guidelines" Table, Village and id 9. 29. Appliant shall acquire (or reimburse reimburse the acquiring governmental amity for The foregoing instrument was acknowledged before me this � day of n '� � ��Q�f Exhibit 5.3 as 'Future Right p g ght of Way Area for Grade Separated Interchange. - e." Land Use (1) Maximum Neighborhood Service Areas, Typical Primary Uses Section, in Section 9.0 of the acquisition costs, if • Applicant is unable to acquire) right of way for, design and construct a (2) shall design, dedicate and at the Route entrance- -two left Applicant shall dedicate such area without consideration, and when the interchange is to be constructed. It is Applicant's desire to participate in the design g for - Cumulative Ordinance u -well as the following esu: copy centers, florists, newsstands, pipe and channelized southbound right tum lane on U.S. 29. The Road A exit shall include dedication, two lout southbound ad A, on tum lanes on Road A, one southbound right mm lane rig on Road A, and two northbound through lents on Road A. p gra such g so that Applicant may interchange pp y preserve the aesthetic features of the Pro Project's '1 tobacco shops, bather and beauty shops and tailor shops. design gra and construction of two eastbound len mm lanes enhance. - set Maximum Build -out to be accissed by Road A - (2) Note: Total gross floor area, in square feet. and two outbound right mm lanes. The entrance at Road A also shall include dedication, design and construction of two westbound through lasses. (3) Applicant shall construct at the intersection at Road A and Route 649: one VI. RECREATIONAL AREAS AND OPEN SPACE (all uses): 635,000 10.1 Certificate. The undersigned certifies that they are the the Property which e only owners o is the subject of this application. g westbound right mm lane on Route 649, and one eastbound left min lane on My commission expires: Support Commercial m 85,000(2) (3) Note: Nothing contained herein shall restrict Applicant from altering the mix of land use types (3) Applicant shall tubal], or pay for the installation of all mfflc signals Reuse 649. 6.1 Developed Recrea['onal Areas. Applicant shall develop active recreation and picnic areas Maximum Build -out be aceessetl by RC. 606 within any Phase of development in accordance with the Project Zoning Application Plan. necessary for appropriate traffic control at the improved intersection at U.S. 29 and Read A no later tlhan completion (4) Applicant shall deign and coon all traffic signals necessary for appropriate as shown on the attached Open Space System Phasing Plan (Exhibit 6.1). Phasing of the Open Spare (all uses): 345,000 General Office limited m: e Applicant proffers that the total build -put of Hotel, General Office and Support Commercial use for P of the two northbound left mm lanes on U.S. in proffer above), If additional traffic control at the Intersection of Route 649 and Road A u improved in P p System improvements shall follow the phasing schedule of proffered road improvements as set forth in 5.4 above. For example, thou open space improvements described for Phase I on Exhibit 6.1 d to: 20 Support Commercial limited to; 25,000 any given Phase shall not exceed the gross Boor area limitations shown in the charts above, to uchWentemeed road is added [o i me Satisfy need to satiety reeds of other development ve satisfying Nese Phase II road proffers, but no later than when a reed is created by the Project. shall be completed before construction of the Maximum Total Buildout, Phan 1, as set forth in 5.3. Such ver. the County however, Apiplicant's sigalization requirement shall not include Applicant's u recreation areas, unless conveyed to the County, shall be maintained by the Applicant or an Maxbnum Total Build -out, Phase I (all acus) 980,000(3) 5.4 Proffered Road Improvements. Applicant shall design, construct and/or contribute for road improvements in phases. Road improvement proffers in this action 5.4 shall no[ include improvements serving smch additional mad. (<) Construction improvements may proceed to the Maximum Tocol Build -out, appropriate Organization for use by users within the Project Applicant shall convey to the County, without consideration, the ball fields depicted on Exhibit 6.I. Active PHASE �I dedication of land unless expressly provided for herein. All construction by Applicant of offsite road improvements be conditioned upon the County or VDOT (4) Provided that all construction of the turn lanes is completed within 10 ears P Y from the date Of fiat eptproval of this ri Phase IR described in 5.3 above if an one of the following conditions shall have of Y g been satisfied alset web condition shall not conditions far constructing the recreation areas will not be lighted with field or stadium lighting. plant landscaping tons for scanning. Applicant shall plant additional landscaping in Buffer Areas as shell obtaining required rigor -of -way, (if such right-of-way is not owned in fee simple by Applicant), unless expressly provided herein. So long Application, Applicant shall contribute upon completlon of two left mm lanes at the intersection of U.S. Maximum Total Build -out for Phases I and tI 1) )' 6.2 Open Son . Applicant shall restrict development of areas not shown as development Maximum Cumulative Lnd Use f11 Build as Applicant is reedy, willing and able to construct an improvement as provided in these proffers, even though the right-of-way is not available, (and in the instances rt which Applicant has 29 and Route 649, the total sum of $78,718.00 (Applicant's "Contribution*). ) the foregoing, the Applicant's Contribution (I) Applicant shall design and constrict (within existing right of way) the addition of a third southbound through law U.S. 29 from the • parcels on the Open Space System Phasing Plan, subject to boundary adjustment once boundaries are sablished plat (and the boundaries later shown on plats may be adjusted from those depicted on -out 2 • General Office: ireessary off ffered to acquire right-of-way, and the Applicant has made gond kith efforts to acquire the land W be uselhstat the may be userd, at ttse County's discretion, to fund prior ro • completion of the on enhance to Noah Fork at Road A to Route 6498 In the alternative, if VDOT uires,ibit . total 6.p, in no event will the total area of such undeveloped areas, including the Green Belt ('068'000 esary for such right-of-way) Applicant shall not be precluded from developing the approved density buildout the the Improvement is the pmjmtl, a portion of the design and engineering costs in order to expedite the widleni P Route and at the County's direction, Applicant shall contribute an amount equal to (defined in 6.3 below), Buffer areas (defined in 7.2 below), and recreation areas described in these Proffers Support Commercial: 130,000 under applicable tuning, unless required by clow, applkeble regulations or ordinances. Unless an cattier time is required below, the road improvements ng of nit tom two lams to four lanes so long as Applicant is affo¢ded the Opportunity to participate in rich design costs which would otherwise b y the design and constructionadditional be less than a total of 200 acres. Then areas shall be for the use and enjoyment of the restdats of the Project, subject to the restrictions imposed by the Declaration. Applicant may Howl: 190 described in this Section 5.4 for each applicable phare shall be completed or bonded, or contributed and engineering process. In the event that the Contribution, after it la U.S.ontributed Applicant for an additional southbound through lane on 29 for the PP g purpose of constructing of a grade separated interchange the intersectionng dedicate such undeveloped areas to the Noah Fork Oomem Association or to an appropriate Maximum Total Build- Build -out, R (all acus) for (as set forth below), before constructing each phase's Maximum Total Build -out as set forth in 5.3 received b the Y c County, its not used, within ]0 yeas either for construction Of the turn lanes, for nt of Route 29 and Na entrance to North Fork. Nothing contained herein Orgeniation. No structural improvements other than utilities, pedestrian and riding tails, and 1,568,000(3) above. . or 'the design and engineeringcosts for Route 649 then the Contriibution shall be retuned to the Applicant, without however shall be deemed m he a proffer by Applicant to construct such a Common Area amenities shall be constructed in these areas. Applicant does not intend by this proffer to these area to Section 4.7.3 of the Ordinance, if such areas are not currently by the County has included such a facility in its Capital Improvement Plan (CIP). The five acre parcel (a) Applicam[ shall satisfy the following Phase 1 road proffers before the Maximum interest. � grade separated interchange. governed h ordi such ominance. rktftl�b IN ' Total Build -out, Phan I (as shown in 5.3 above) is constructed or earlier if (i) specified in this 5.4 (a), or (ii) a need is crated by such development and is (b) Applicant shall satisfy the following Phase R road proffers before the Maximum (2) Before the issuance of the flat certificate of occupancy for improvements in Total 6.3 Rivaling Green Belt. Applicant shall reserve a 100 foot wide ora along the boundary of Maximum detnonstated by a traffic study approved by VDOT. In general, the proffered I Total Build -out, Phase II is consitmcted (but not before the Maximum Total Build- out, Phan [ is constmeted ) excess of the Maximum Build -out, Phase R, VDOT shell have approved funding for the design and construction of the widening of U.S. 29 adjacent the Property and adjacent m the Rivauna River ("Green Belt"). No structural improvements (other Cumulative (and Use f 1) u' d -out 2 Phase road improvements shall be u described on Exhibit 5.3 attached hereto. Notwithstanding the foregoing, Applicant shalt be permitted to construct beyond the (as ssa forth in 5.3 above or artier if r specified in this 5.4 @), or (if) ) () P ) and u creatW by such development and is demonstrated by to six through lance between the entrance m North Fork a[ Road A to Route than pedestrian and ped g trails, and utilities shall be wo meted, or elected within the Green Belt ) without the cement of the County. Applicant may grant across the Green Belt utility General Office: 2,300,000 Total Maximum Buildout, Phase I in advance of satisfying all Phase I road a traffic study approved b VD Y OT' (provided however that if the site development plan review process does 649 casements, and access easements to the Rivasusa River for the seers within Use Project and their esti, and may at its ) gas y Support Commercial: proffers, if a trafc study approved by VDOT demonstrates that the following intersections will function, with theproposed additional building constmmion, a[ a g nM oshenvise require Appliant to supply a traffic study, Applicant will provide at leach a traffic count upon the County's ty request for (3) Construction may nevertheless continue to excess of the Total Maximum option, build pedestrian and riding trails or similar uses of the ata. The Green Belt shall remain undeveloped for pedestrian and riding trails and to the extent necessary to 110,000 Hotel: Level of Service "D" (IAS D) or better: (i) Route 649 and Road A. (ii) Route 606 evidence that Such need ha not !been created): ) P Build•out, Phase II (but in no event beyond the limitation contained in 3. q without all the road improvements having been completed as contemplated acoommndate crossings. utilities crossings. At such fuse u the a River a public decides to establish along the Rnt 19QOOD a sent un, (lit) cute and Route 649, and (iv) Road A and U.S. 29. (1) Applicant shall design, dedicate, in (1) and (2) above w long u Applicant can demonstrate o VDOT through upon ora or park within the Green Belt, and upon a request by the County, Applicant shall convey the sit Maximum Total Build -out. Phase III (all uses) 3,000,000(3) (I) Applicant shall design and c a lane from Room 606 and construct within the Pro act a two lane collector road exmMin R J the Noah Fork through traffic studies approved by VDOT that acceptable levels of service (LOS Green Belt to the County without consideration, provided the uses allowed for utilities, and pedestrian ��rtd riding trails, etc, arc reserved in the deed. The Green Belt may continue to be maintained by 8.2 Hazardous Materials, No Hazardous materials, including medical wastes shall be disposed • onto earl un or approximately t50 feet from the existing intersection. ately 1 feelnortfrom t e e • Project within six months of the i ante of the n9 of occupancy • the (scant, at its �Ipp option. • 6 7 ffi 9 10 WHITMAN, REQUARDT AND ASSOCIATE', Engineers, Architects and Planners 9030 Stony Point Parkway, Suite 2210 (804) 272-8700 RICHMOND, VIRGINIA LLP PRELIMINARY SITE PLAN NOT TO BE USED FOR CONSTRUCTION FAX: 272-8897 ww. wrall77. com SCALE: HORIZ: N/A VERL: N/A DATE: APRIL 2009 a as all « a S ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 NORTH FORK REGIONAL PUMP STATION NFRPS SITE PLAN ZONING PROFFERS DRAWING SHEET 4 OF C-3 66 it is proffered, with such use being undertaken walnin twenty (20) years of receipt of the property by 41101 r 6.4 Ce d I S'te. Applicant shall not disturb the existing family cemetery located opera space. the County, then the property shall be used as opespace. STATE OF -�--� STATE OF m approximately in the area as shown on the Open Space SysmPhasing Plan. Applicant of then incorporates - IX. PROJECT PROGRESS REPORT U CiTY1COUNTY OF �i.iQ �- c -C.. ""'-+- OF C� � u� shall complete within one year proffers, a preservation plan which the cemetery, - �TY/COUNTY ,Q. ,Elz . ice house and former homestead site into the development of the Project. Once completed, the servation plan shall be filed with the County to accompany thew proffers. The preservation plan 9.1 Proiect Recon. Applicant shall submit are rt to the Department of Planning and ! pP W p g Development, or its successor, every 3 years. The report shall outline the development omity • IX. PROJECT PROGRESS REPORT The foregoing instrument was acknowledged before me this � day of n '� � ��Q�f - 'J The foregoing instrument was acknowledged before me this U- day of all memorialize the historical significance of this site, consistent with the wishes of the family of in the activity in the Project over the applicable peeled. 1996, by 2 f •the i' - �,;+. ir: ' (rase. /i.,z u.•-e-G.... 01 of the University of Virginia Real thos< interred in the cemetery. The plan shall include a strategy for preserving these sires. The plan 9.1 Proieet ,Retort. Applicant shall submit a report m the Department of Planning and • ILrs S f.- o -a University of Virginia Real 1996, by .Cl,1. shall be implemented as.the areas surrounding the sites are developed or as necessary in order in X, SIGNATORY Community Development, or its successor, every 31 yam. The report shall outline the development prevent further degradation of the sites from the date of these proffers. activity in the Project over the eppllabw period. Estate Foundation on behalf of the Foundation. Estate Foundation on behalf of (tut Foundation. VII. LANDSCAPING AND BUFFERING 10.1 Certificate. The undersigned certifies that they are the the Property which e only owners o is the subject of this application. X. SIGNATORY My commission expires: O9- 30- y d My commission expires: 7.1 Landscaping. The Applicant shall landscape all Project roads in accordance with the standards contained in the "Exhibit D, UREF's North Fork Stmt Tree Master Plan", filed with the 10.2 The Applicant. These proffers shall tun with tae Property and each ref<renre m tM1e "Applicant" within them proffers shall include its 10.1 jY.96tilfilf. The undersigned certifies Wet they am the only owners of the Property which ,-, [SEAL) Notary Publk [SEAL) Notary Public Albemarle County Planning Commission on November 1, 1994. Placement of tree and underground within meaning, and shall be binding upon, PP () y portion of the Applicant's successors in interest andfor the developer(s)of the Propertyor an is the subject of this application. ' utilities shall be designed to avoid root interference with such utilities. Properly. 10.2 The Applicant. Thee proffers shall man with the Properly and each reference to the 7.2 Buffer AreasApplicant shall not disturb the Buffer Areas as depicted on the Zoning PP p UNIVERSITY OF VIRGINIA REAL ESTATE 'Applicant" within then proffers shall include witHUn its meaning, and shall be binding upon, Applicant's successor(s) in interest and/or the develloper(s) of the Property or say portion of the `' STATE OF V (re�u..� y STATE Application Plan, other than to: i) construct signage, fences or walls, if) remove underbrush, or iii) FOUNDATION Property. _ fs 1 � 0-e t,4 ^- plant landscaping tons for scanning. Applicant shall plant additional landscaping in Buffer Areas as BY: � T � CITY/COUNTY OF f�,�-+.....� CITY/COUNTY OF -w -c- reasonably required for canning. Applicant shall plant durable trees on pamel B-7 (as identified on the Zoning Application Plan) prior to commencing construction of improvements on parcel B-7. The \\ rr Title: Q.'AK-t r 4-�.:�� \tom-. '-'(�=-�- fINIVERffiTf1' OF VIRGINIA REAL ESTATE FOUNDATION The foregoing instrument was acknowledged before me this 4� day of ;1_, The foregoing instrument was acknowledged before me this day of a purpose of planting additional cans in this area will be to provide umning to adjoining residence. AIm.��jrtc $ ice ( 7st.u.,.mn-{s, ypa 6, by Frr,,,e;.'Z Lw•?n �r� by-�•«- I C �ra4'.- on behalf of UREF Research Park, Inc. Vi[I. FIRE STATION By: • , on behalf of i�rc-a:;.-Ina• �6, , • UREF RESEARCH PARK, INC. Tide: My commission expires: '7 -al -91-1 My commission expires: Oft_ 8.1 Fire Station. Applicant shall dedicate to the County, at County's request, up to a BY: ] t'v.�l.�b-P _�'o maximum of five acres for the purpose of construction by the County of a fire and emergency ,f`� response facility; provided however, that Applicant shall not be required to dedicate such land until Title: C�,c F C'1>o. ":.,r� O �•F�ca.( UREF RIBSEARCH PARK, INC. (SEAL] Notary Publi [SEAL] Notary Public the County has included such a facility in its Capital Improvement Plan (CIP). The five acre parcel _ F�-'"= shall be baled on Panel D in the area designated on the Zoning Application Plan. This proffer may By: be satisfied by Applicant's acquiring and dedicating an alternative parcel of land located offsite that is MOTION CONTROL INDUSTRIES, INC. ' acceptable ro the Cowry. So that the Project's design integrity, u contemplated in Applicant's Design Title: Guidelines, may be maintained it is Applicant's desire that it be consulted on the exterior design of the By: ' fire station if it will located within the Project Applicant shall contribute funds for, or provide directly through its own programs, hazardous materials training for County fire and emergency Title: MOTIONI CONTROL INDUSTRIES, INC. personnel. Applicant's contribution of funds shall be limited to funding for up to 2 session a year for 3 years, beginning with the completion of the Country's fire station. By:;✓+n7 8.2 Hazardous Materials, No Hazardous materials, including medical wastes shall be disposed ROA SURGICAL NSTRUMENTS, INC, IL Tide[ (i r.:,' �•- ��`i.a r� within the Project. BY. '� �y/Q` 8.3 Disposition f Dedicated P own. In the event any of the property dedicated to the County MICROAURE SURGICAL INSTRUMENTS, INC. pursuant to proffers SA(b)(1) and (2), 5.4(d), 6.1, 6.3, and 8.1 is not used for the purpose for which Tide: �e5-,4ik„�- it is proffered, with such use being undertaken within twenty (20) years of receipt of the property by County, then the shall be used as open apace. By: • • property �e • • Title: I1 12 12 13 14 WHITMAN, REQUARDT AND ASSOCIATE', Engineers, Architects and Planners 9030 Stony Point Parkway, Suite 2210 (804) 272-8700 RICHMOND, VIRGINIA LLP PRELIMINARY SITE PLAN NOT TO BE USED FOR CONSTRUCTION FAX: 272-8897 ww. wrall77. com SCALE: HORIZ: N/A VERL: N/A DATE: APRIL 2009 a as all « a S ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 NORTH FORK REGIONAL PUMP STATION NFRPS SITE PLAN ZONING PROFFERS DRAWING SHEET 4 OF C-3 66 STATE OF N,..-�,�.'.. CITY/COUNTY OF Off, Ora. • The foregoing instrument was acknowledged before me this .S_ day of , 1996- by Si- ..- Z '�..- & , on behalf of Motion Control Industries, Inc. My commission expires: 11 1 �j {— [SEAL] - No p' Public DIANE M. GAL"" No.,P.O., St re el N♦w Ymk No ,5008517 D al e' uas F.b4a0eunry Coisu mmon 6ern Febuary 23. 19f.j • ussaamrnoovosrezcc ppo NORTH FORK BUSINESS PARK Albemew CeuMy, Vagirva 15 1 NORTH FORK BUSINESS PARK A i Ammuw cw�ry,vaaml. - a v '✓� a't7 ''.Y.R ADB/ .�� 2' 7. e C &5 R �,• I J'J l ✓';.., lel �I--�-'.r�pvmm . . SWMPbesuug Note L. ® �Il,at Bell&tete FnF�u, +Bon OFFSLTE AND INTERNAL •mss s R(OAD PHASING McXee/Gtwn PHASING PLAN ; 1 n 1 �- ZONING PROFFERS � 1 NORTH FORK BUSINESS PARK i __Legend: 41 vV ym : ° �•t� ,Y r- B-3 1/ SIP Bs fl E 9- fi Wy r3 I I j Notes ® STORMWATER MANAGEMENT &BMPs UnivetsiryofVieg'mI-i EXr>isrr4.2 r• ReaJt;t,ce% �- ML �'iH' ----- •Apppp _ xivuh S_� _r.. �-_ 1:., M1k4aarW BpundeIoM Ux McKee/Cates-em«i ;LI�1 J ® ZONING APPLICATION PLAN 1 NORTH FORK BUSINESS PARK A i Ammuw cw�ry,vaaml. - a v '✓� a't7 ''.Y.R ADB/ .�� 2' 7. e C &5 R �,• I J'J l ✓';.., lel �I--�-'.r�pvmm . . McKee/G� NORTH FORK BUSINESS PARK Als.e,.wea,eyvinmu �` i UrdvWrypfVhgiNe 6,XIBBII5.3 ® �Il,at Bell&tete FnF�u, +Bon OFFSLTE AND INTERNAL INTERNAL ROAD NETWORK �.- R(OAD PHASING McXee/Gtwn PHASING PLAN ; 1 n 1 �- ZONING PROFFERS � 1 NORTH FORK BUSINESS PARK i j vV ym : ° �•t� ,Y / B-3 1/ Bs fl E 9- fi Wy r3 I I j Notes P Dia r• _�f�_ me =C=7 Iwo �- ML �'iH' ----- •Apppp _ xivuh S_� _r.. �-_ 1:., M1k4aarW BpundeIoM Ux Ai J ® ZONING APPLICATION PLAN McKee/G� NORTH FORK BUSINESS PARK Als.e,.wea,eyvinmu �` i (D UNVmitynfVkgade 6,XIBBII5.3 ReN 6°te Fw 'atlon OFFSLTE AND INTERNAL 4irtmwy � R(OAD PHASING YL14 PHASING PLAN ; 1 n 1 �- ZONING PROFFERS i 0. 3 ,Y / B-3 1/ J SWM Phasing Nota D ® SI'ORMWATER MANAGEMENT BMPs University of Vvguua EXHIM42 ReallboateFooundalion tea+ McKee/( n (D UNVmitynfVkgade 6,XIBBII5.3 ReN 6°te Fw 'atlon OFFSLTE AND INTERNAL 4irtmwy � R(OAD PHASING YL14 PHASING PLAN ; 1 n 1 �- 2HA yF-,27 COUNTY OF ALBEMARLE peps. ill Pllvalm &e C.,runty N,,bI.pnwm GUI MAcint- Road C6erbdee tie Vaal. e2900 45% (Naup "-96S= MaV 26. 1999 lolm Mamlews P 0 Box 5601 ClmrlUtmsvillc VA 4'X15 AE: ZMA Yg-3] Uvivenrty of Vvpoix RewarcA Park Ig Nnnb Furk Tu Map 33,Panela 4B.6, fiA eed 19 Dear Mr M.9h.: The.e-,amerlean,to Board of Bupemwrs aimsveawgon Mays. 1999. unanimouslyaroad! dUte above-IDled rNuen to ametW ZAfAASM to °luaa bwlding tttbacks vlong imcrwl Public road . dgb'f-way from 50 m 10 feet. If you fimdd have any' q scrims or comments nggaluss be above -noted action please do not henna¢ to Obetact be Sincerity. i V. Wayne C berg _ Ditecmr of Pl kCommwdA' nvebpmm. VWC! f Cr: Amelia McCulley Jack Kelsey Tex wove, Steve Also... 0 %j&M;t4W&W07 PRELIMINARY SITE PLAN NOT TO BE USED FOR WHITMAN, REQUARDT AND ASSOCIATES, LLP CONSTRUCTION Engineers, Architects and Planners 9030 Stony Point Parkway, Suite 2267 804 272-8700 RICHMOND, VIRGINIA FAX: 272p.com —8897 ( ) www.wrallp.com NORTH FORK BUSINESS PARK A°uuYGmb.V1AINa + �' I' f y/� " �► r �J ® Urvrualry MV4gida FSDBBtI6.t RMIFaIah F-amd�aam CHARLOTTESVILLE, VIRGINIA 22911 4irtmwy � OPEN SPACE SYSTEM YL14 PHASING PLAN ; 1 n 1 �- 43TACHMENT D During public hearings on the Comprehensive Plan .Amendments which preceded the rezoning petition, residents in the Rte. 606 area expressed many concerns about the proposed North Fork Business Park. In January, 1995 staff received copy of a letter from lake Acres u UREF which proposed inclusion ofagreements between Lake Acres and UREF As "specific previsions in the final rezoning agreement between the County of Albemarle and the University's Foundation." The original Lake Acres proposal contained 12 items. In response to these concerns'. I . UREF modified the Application Plan to show a 150 foot setback buffer along its entire frontage on Rte. 606. 2. Sites A, B-1, and B-4 are Ionated to general office uses. Site B-7 is limited to general office and 6ex/ndustris1 uses, while Sites 33-9 and F -IA are approved for general office, flexlmdustrial, industrial, and laboratory uses. G. Regarding stonewater and erosion concerns, in addition to applicable County regulatioq UREF has developed a master smorwater management plan, proffered to be implemented in phases. 4. UREF amended the proffers to include prohibition of staditmr or field lighting of the recreation arealplaying fields in the open space area between sites B-4 and B-7 (Staff recommends that this not be deemed to be a prohibition to appropriate security and street lighting). 5. VDOT has agreed to staff recommendation that bridge weight limitation signage be placed at the Quail Run/Rte. 606 bursection. While this would not prohibit truck traffic on Rte. 606 north of Quail Run, it would be a forewarning to responsible truck drivers. 6. VDOT has agreed to delete recommendation that a dedicated right tum lane be constructed from Quail Run onto Ru. 606. Such a feature could entreat general traffic to travel north on Rte. 606. 7. UREF changed the Application Plan m delete direct amps from Site F -1A to Rte. 606. All development sites will be accessed only by the internal road system with no direct access to external roadways. NORTH FORK ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD BUSINESS PARK DATE: APRIL 2009 CHARLOTTESVILLE, VIRGINIA 22911 4irtmwy � Aix,n.aee-nq.vugw .w, 9 YL14 . ; NFRPS SITE PLAN PROJECT NO: 46466-002 ZONING PROFFERS i 0. 3 /f / B-3 1/ J SWM Phasing Nota D ® SI'ORMWATER MANAGEMENT BMPs University of Vvguua EXHIM42 ReallboateFooundalion tea+ McKee/( n SME' HORIZ: N/A ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD VERT.: N/A DATE: APRIL 2009 CHARLOTTESVILLE, VIRGINIA 22911 DCELDRRAWN:AWN: NORTH FORK REGIONAL PUMP STATION YL14 CHECKED- DJS NFRPS SITE PLAN PROJECT NO: 46466-002 ZONING PROFFERS DRAWING SHEET 5 OF C-4 66 V-- \ APPROXIMATE FEE SIMPLE, ACQUISITION LIMITS \ \ ( I (RT=0.61 ACRES) \ ` PROPOSED X12" BYPASSN PUMP CONNECTIONABOVE GROUND \ 515431'8"W960.43' -- OF(OPOSED UNQERGROOND P -)CAS CONIC. MET R I \ \ \VAZT N(TM\ 4'X61TEH g t\ �ANp\GbO\SiitECK VENT �l\ ABOVE GROUND�3 TON`- \. \ \MONNORAIL WjrH HOI 6 -- _ \ ABOVE GkUN0(4) 1�I \ HOI5T, SJPPORQT \ \ \STRI�GTL\( y I \GENEBAT0\R \TkANSFORER VARIABLE WIbTH\ PERM NENT \ �E ENT, V 0 WORK POINT SUMMARY POINT NO. NORTHING EASTING 1Q 3942888.23 11505019.44 20 3942861.36 11505006.10 30 3942852.47 11505024.01 ® 3942879.34 11505037.35 NORTH FORK REGIONAL PUMP STATION NFRPS SITE PLAN PRELIMINARY SITE LAYOUT PLAN 3942845.12 11504998.04 © 3942872.53 11504942.81 3942937.56 11504975.09 ® 3942943.61 11505007.87 Q 39422949.99 11505026.83 ©0 3942887.35 11505001.51 11 3942805.31 11505099.11 Q2 3942889.32 11505132.06 13 3942930.52 11505161.53 1103200-00-00-O06AO PROPOSED UNDERGROUND U1V1VE9,5/TY OF V/RG/N/A FOUNDA T/ON PRE -CAST CONIC. VALVE VAULTS D. B. 27/Z, PG. 325 WRH_.-4'X6'--HATCH-_ ._ PROPOSED UNDERGROUND PLA T.• D. B. / 684, PG, 225 PRE -CAST CONIC. WET WELL WITH TWO 2.5'X4' HATCH PROPOSED UNDERGROUND VENT PIPE (TYP.) PROPOSED 8' DIA. MANHOLE -- - - I PROPOSED ABOVE GROUND GOOSENECK VENT (1YP.) 7 ' 4'X8 CONIC. PAD �I 8' TALL DE R9T VE FENCE / / / / / / f / / / / / OF STREB�7{() / SEE -Q441. . DETAIL _ji oo YE/R /jLOQo Pbm'U�/ITS / /// �c//i 1 �I% / 8 --PROPOSEDRCP CULVERT OBTAINA 6RO�IY ALBEMARLE� COJINTY/GI // / % / / F P/ Fk7l� fZ, NNECTION/ / t - / // // ////PSED/t/2' pl{JG VALVE // /fR1T4RE 12�D/ / E gNDN / / / // // // TIE-Itt /TO / 0_0' -TEMPORARY J / // / /// / ,. / // // // / /y�V� 6"Xq` TSQV ® R=10.0' 9 10.0' PERMANENT / / / / / / / / ROPOSED 12% DI FO E �AWI11` EasAENTi O Pe Pos�6,6 WIDTH DOUBLE 4,D' MIN. -HUNG GATE SEP TION I APPROXIMATE' LOCATION OF / FUTPRE CROSSING OF ENCASED / DUAL 12" Of FORCE MAINS UNDER Tf{f NORTH FORK TH RNANNA RIVER - - VARIABLE WIDTH / FLgMANENT EASEMENT . ,/-� 10.0' TEMPORARY / / EASEMENT 9 !: fj FM Win\ \ � - _.- _ - _.-AREA-60D-3t � =��f FM _�_ - \ I n F \ .P -` HEIGHT=75.3' 4 PROPOSED'\ - I 2" WATER SE(tV�CE W�- w 111JJJ 13o%mrd 2., 1 _ PROPOS / - //�� _I JG �� KT / \ 0 \- w; i -- ,y i L. _ 2�.0' PEl¢MANE�fI,T R-40.0' i / \ EASEMF - 2' WATER METES / �� i / 7 / i \\ (� • V '70.0 MPaRARY FUiURE-t6=DI - rte- / \. \ 1 R=40.0' - M -'t" CORP STOP- /t /� 0.0' UIL6ING / / / // - PROPOS � � EASEMENT •, \ _FORCE MAW- SEF8461f6 / \ 6"-45),HOR�IZ. BEND_�- \, VARIABLE ID�ti �`/ • \ - - C.Z9 .-L -W �W� � 'W // / // '_ / / �-rte/ � \ � \ \ �� � .��\ \\ �lf� PROPOSED 16" DI W / /�/ r,�/ \ PFASMAMENT\ \ 1\ `FORGE -MAIN_ - / .� i T . 6 D.IiFORR�WUN // O/� /lVt' \ \ \ /v lllllfl 1 '_'�`3.2•ht - "/�G f F� \�_� -- PROPOSED F•- - % / TO BE�ABANDO% INS ��� 20.0' PERMANENT PROPOSED 16" DI R20.0' FIRE HYDRANT / / -// 7 \ PROPOSE 6' -DI lN+LTER MAIN - EASEMENT GRAVITY SEWER- --- �� &�" GATE VALVE / / E/nd �brvsh / L - ' / j / �/ / / / 4�`� 9 r J �/ I I �• ; \ \ \ j Ill/lf i I I' V ' p`.� _ �, / -Y;� \I / III PROP AGI'; _ .�,� yam, �, 50 EX. L 9WAT l - - - _ - - - -_ - - - \\ � 12'Xfi �tt&V _-------- -- --- �. ` \ 4'X4' CONIC. PAD . 200 ACCESS DRIVE R--2 0.0-' �- -- --- --- � ---- -- 1/-T7L---- -�- -_ --- - ---_-- --- R=20.0' ---- L E)(-RIGRFOF-WAY NIAL , -- - _ _- - N - EX. EDGE OF PAVEMENT 57EM/O0ZE TRAIL - U.S. RO I IIII l l 1 f �111I I I r -9/6//T OF WA YW/DT/� VA III 111 I I l� ---- --- ----- -- Al I / / SCALE 0 20' 40' 0 VICINITY MAP ADJACENT PROPERTY OWNER SCALE: 1"=2000' / OWNER: UNIVERSITY OF VIRGINIA FOUNDATION O TAX MAP: TM -032 / ZONING: PLANNED DEVELOPMENT INDUSTRAIL PARK USE: UVA BUSINESS PARK I I I I�x. / 00 Green Be/t Esm t, III ' 0, B. 3532, P 588 tch No. aY PRELIMINARY SITE PLAN %AA1;L&m0o7 NOT TO BE USED FOR WHITMAN, REQUARDT AND ASSOCIATES", LLP CONSTRUCTION Engineers, Architects and Planners 9030 Stony Point Parkway, Suite 220) (804) 272-8700 RICHMOND, VIRGINIA FAX: 272-8897 www.wrallp.com RFL: 1"'20' ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE VIRGINIA 22911 DRAWING 6 OF 66 SHEET C-5 - i 04-2323-09 YLM PRELIMINARY SITE PLAN COMMENTS VERT.: N/A V DATE, APRIL 2009 DESIGNED: CEL DRAWN: YLM CHECKED- INS PROJECT NO . 46466-002 NORTH FORK REGIONAL PUMP STATION NFRPS SITE PLAN PRELIMINARY SITE LAYOUT PLAN FtOOD�RWtIMITS-- M- ALBEMARLE W A0,3200-00 00-006AO UNNER5/TY OF V/RG/N/A FOUNDAT/ON 4 vy V / 684, PG. 225 � PLAT- 0.. B. m� v w vvy� vv< \\\V �\ A\\ )) l //-/ )/j/ v vvvvile \ ----- v �03200-0aoao06Av V \ V��\�V\�y\\�vAAANAV� �� v \' / A V ✓MI/PR50 5 2 12,IRC AICA 32.5 770N D. B. 27/2, PC ,325 r ^' `- �\ III I \\ \ \ \\ \ \ -� / i // /// /////////////��/^ \ \ \\ \ \\��� (� PLAT.• D6. /604 f',; ?2_ c h�\ k bA \\\\ N'=- \\ \\\\\ \\\ \\\ \ \\ _ \ "\\\\ \\ \ !! r 91'.E�k .1\ \y�ROP �I1eLI.EASEMENi�& ID \�J "�P�IO L Of�\\\\�\\\\\\\\\\\� \ \ �- � \ /// ///////�/ L.0.0 _ _ -- -/ � // '3Q0; <fERMANENI B�Af6�Q �4 ` / (R}t�` / / •�.. ETiY =— _\ D.D. g. -� - \ fi�'.�61('\AjK4� \�\\ \\ :. �. C get 05 ' \ \\\\�'" \ �FDR\ \ \ �TEMQOR�A \ ` \ / / //��\� _' // ����� // ^ \ //� \ _ or100-YEAR F40•q'PIAINL'IMITS /.';. .;.._ . ., ... 'Oi '. E'COUtgTY• GIS e� EMEN� L.�D, �. // // /// //// /�/ '\\ \\� \\ \\\ \ _ _OBTAINIOM AL�EAMR - WL EIS t� R 2 . 2o.D> EEXX / i. \ / 'T 8, iEAs�AIERIT&(LAD X41 _ — 6.7��fe77 No 30 031 I _ ' _ -- - )' L Y7lL I✓ cul z Si (` \ _ \\ -/g.' .rJfa./ -- \ \ _ a 1 �j7"l I 1 \\ / \ W� W, ra��t.'r \ W N y °\ UKN�til _�_ =,3 -_-- \\\ \\ \ I IN S�fi�iCK=_�- '; i // / C'• EA3EMEFN.," \\\ _o. LSD. L. ;. _.. �. i% - ' Sa<?°%15''r5� N'�_\ s I I f ,?] A 1 a" `. / — .�� CT ❑�� F7➢ 10 (F/� / � _� uc�- F/9_ `� �� �"Lri.�. �v�.% �.,�? G -'r{S.'ik / r I•i:ai2. -�_ — \ _ ,��.-� DISTANCE `— \ Curb 8`Stii er\ 0.0' PERMANENT \ rh \ 1 \\ p ;;•\ q. ----_.— �"s.. u, .5"ac• raK hand Hole\ \ p I \ PROPOSED 1�L.GRAVITY-SEWER \ BACKBOARD\ N m i EX. RIGHT-OF-WAY ABANDONED IN PLACE ` 20.0 PERMAN - EASEMENT EMENT &� I,O.D. \ \ J \ 20.0' EX. SAN. lE� b _ -� (R/� Ff' C W4 /O,! 2 9 Ex L.O.D.L.O.D.ASE EASEMENT & O.D. 'l VERTICAL SCALE HORIZONTAL SCALE 0 5' 10' 0 40' 80' Iz z 410 9 z_ 410 \ APPR XIMATE EX: GR OI I o 30 ; 'X x z 405 _ i .,. PRC RATE PROPOSED CUT -..,\ '//, /% � ^X / / / // / / ` a' z o n 405 �� / ll / 1 � /, v�i•h I H zI /X 1 06 06 c�.r og7� /// /����» Ui 400 400 �af� / 27 Llk It 2 EX. '15" RCP /' 8 I I r DUAL 12" Di FORCE MAINS 395 STORM DRAIN / i 395 I' - cordma3i !1E+xm u � / `i I I \�t6° 10.6 DIP F 390 25 / 02.00% 390 26 / / _ - \ /.,. III -� 8" DIA. DRP ICONNECTIO 385 1 \ I (INV INTI .49) 385 168.4 LI OF 1 \ DIP �� r ._302 5 LF OF 16" D P -I —.7 - - -- : o ! 1.76% 00,15%147.0..E OF i6° DIP. 79 LF F 16:° DIP 59.7 ff OF I I p 380 rn r.J — _ .ISR ®.15% ', 16° DIP F ..15% 380 �� I~ 73.9 LF 0 00.58 16° DIP �'1 - 29.4 LF OF 16 ®S.osR DIP_ 12." SEPARATION .. EX. '-'� - —_ '— --- -- — 375 -- 18` RCP'.STOR DRAIN--- --- -- — ' 375 / INV 374.97 EX. 6'X6' CULVERT BOX Ell 3701-T _ 370 i 10+00 I - 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 4 NO. DATE BY REVISIONS sem: HORIZ: ALBEMARLE COUNTY SERVICE AUTHORITY DRAWING SHEET 1 04-23-09 riM PRELIMINARY SITE PLAN COMMENTS PRELIMINARY SITE PLAN 168 SPOTNAP ROAD VERT.: N/A NOT TO BE USED FOR DATE, APRIL 2009 CHARLOTTESVILLE, VIRGINIA 22911 12 WHITMAN, REQUARDT AND ASSOCIATES, LLP CONSTRUCTION DESIGNED: CEL OF C-1 1 NORTH FORK REGIONAL PUMP STATION Engineers, Architects and Plannters 9030 Stony Point Parkway, Suite 2210 DRAWN: riu CHECKED' DJS NFRPS SITE PLAN 66 FAX. 272-8897 (804) 272-8700 RICHMOND, VIRGINIA www.wrallp.com PROJECT 1 46466-002 PRELIMINARY GRAVITY SEWER PLAN AND PROFILE i v \_,7 AC _.EX IMPEWOUS'AR x.12 AC/ACRES-IMPS-1 Ek , _ / / / —� �, ROM PLA COUNTY �/ \ ` _< GIs 100" 3`TR � J EAM/ \\\\ lGl� UN/K'RS/ VOF 4%�GINIA FOUNOA/ PIAN0_''6 PG325 // LOg 'Sti4. PG 225 /i dl9Fh Gt� �i =��--F�-- �7", -- ---- - =-- — --_— — — — -- — — — - VE. — v,II — 34� PRE—CONSTRUCTION DRAINAGE AREA e /r C; ?' ry..540 U ) --Ab - \4v --u- --� -�_- �ll IMFiRNOl154�AC pq-( ,/ TOAC T IMPERNOUS�AR��. SAG (7.7x) J---- (IMP OUS-COVER F�tOM PROPOSED 8EX. IM"OU"OVER=O.OSAC)�. PLooD PLUI�LIMfT's� - ODTAMED,FROM/ I IAL I�ARLE Corm— _ �\ ALeEMARLeGIs couNrr cLs/ 100 r / BUFFER aos�m _ UN/JSIIYE,eO.` u/ ML'! l'OUN✓A / � / / /// I, — ''�`\ POST—CONSTRUCTION DRAINAGE AREA WHITMAN, REQUARDT AND ASSOCIATES, LLP Engineers, Architects and Planners 9030 St P i t Parkwa Suite 22'0 PRELIMINARY SITE PLAN NOT TO BE USED FOR CONSTRUCTION ony o n y, FAX. 272-8897 (804) 272-8700 RICHMOND, VIRGINIA www.wrallp.com _A34 - /1 ��� Ate✓' 3 � �f- I z — <— � A5�/raif t[M//✓(kE �RNL U RVD. Ill j% SCALE: HORIZ: I!-60' VERT.: N/A DATE: APRIL 2009 DESIGNED- CEL DRAWN: YLM CHECKED. DJS PROJECT N0: 46466-002 SCALE PER o 60' 120' ALBEMARLE COUNTY SERVICE AUTHORITY DRAWING SHEET 168 SPOTNAP ROAD 20 CHARLOTTESVILLE, VIRGINIA 22911 NORTH FORK REGIONAL PUMP STATION OF C-19 NFRPS SITE PLAN 66 PRE AND POST CONSTRUCTION DRAINAGE PLAN GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL U06 -8 2a" IN INITIAL BACKFILL8"8" MIN MIN.BEDDING STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 41 INITIAL BACKFILL 4 MI UNSTABLE 8" 8" 8" 8" SOIL\ MIN. MIN, MIN MIN. #68 STONE RANULAR FILL AS APPROVED BY ACSA -'3`•' ST CICS STABLE 11 OR ROCK NOTE : 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 36' MII TD -2 1, ROADWAY �rn EMBEDMENT SPRING LINE OF PIPE NO. 68 STONE MIN 24' REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 6- IN ANY DIMENSION —INTIAL BACKFILL* (6" LIFTS) + THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER —HAUNCHING —BEDDING 6" max 4" min —FOUNDATION (SHALL BE REQUIRED WHEN SOIL ,CONDITIONS ARE UNSTABLE NOTE : 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE' TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 5 CONCRETE FILL 30TH ENDS DUCTILE IRON PIPE IB' UK 20' JOINT OF D.I. (PUSH ON JOINTS) NOTE: 1. STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC. OR A MINIMUM OF 5' BEYOND THE EDGE OF PAVEMENT, WHICHEVER IS GREATER. 2. ENDS OF CASING CAN BE SEALED USING MODEL AC PULL -ON END SEAL GASKET, AS MANUFACTURED BY ADVANCE PRODUCT SYSTEMS, INC., IN LIEU OF CONCRETE FILL. 3. MIDDLE SPACER SHALL BE PLACED AT THE CENTERPOINT OF PIPE. SEWER TYPICAL STEEL SLEEVE INSTALLATION UNDER ROADWAYS N.T.S FIG. S-5 TD -9 TD -28 6- 2'-0' J 6. Oi0l. PE D 2" CONCRETE ENCASEMENT VDOT CLASS 1 MIN. RIPRAP (TYP) 3.0' MIN, 6' VDOT NO 1 STONE BEDDING SECTION A -A NOT TO SCALE LENGTH (VARIES) MATCH EXISTING PROFILE EXCEPT WHERE SLOPE OF /--' MAX. BANK EXCEEDS 1 TO 1 1 A .— UNDISTURBED MATERIAL A ELEVATION N40TES: 1. WHERE LESS THAN 3' OF COVER IS AVAILABLE BELOW STREAMBED, CONCRETE ENCASEMENT WILL BE REQUIRED. 2. WHEN BEDROCK IS ENCOUNTERED AND COVER EQUALS OR EXCEEDS 3', THE TRENCH SHALL BE BACKFILLED WITH COMPACTED 21A STONE AND TOPPED WITH 18" OF VDOT CLASS 1 RIPRAP. SEWER TYPICAL STREAM CROSSING N.T.S FIG. S-7 .a. q t� B" MIN. f 17.5 --� 6" MIN. q n. (22.5" FOR COMPOUND METER) IS' MIN. �-17.5' a La DU. I MIN. NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN-PLACE VAUILTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONAIRY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (2" MIETER) NTS FIG. W -7C TO -13 TD -32 NOTE: NO SWEATED FITTINGS DUAL SERVICE SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. BEND COUPLING (IF REQUIRED) MUELLER NO. H-15069 1') I NO. H-,5066 , 1/2', 2') I FORD NO. L02 \ N. L02 ' NO. APPROVED 2") 36' MIN. OR PPPROVED EQUAL s ME 01 ME 1' COMPRESSION It 3/4' MALE PIPE COUPLING OR APPROVED EQUAL FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERMCES OR DUAL RESIDENTIAL AND IRRIGATOR SERMCES. 1' COMPRESSION . 3/4" MALE PIPE COURINC OR APPROVED EQUAL FOR UK ON DETAGLED SINGLE FAMILY RESIDENTAL SERVICE WHERE AN RRGATDN METER IS NOT PROVIDED, RON UD GRADE BROOKS 2200 SERIES BOX WTH EXTENSION OR APPROVED EQUAL IN UNPAVED AREAS COPPERSETIER MCDCNALO 20-209 WWOD 33 OR APPROVED EQUAL BRICK AS NECESSARY CORPORATO4 STOP (1'. 1 1/2', r) MUELLER N0, B-25000 FORD NO. FB -600. OR APPROVED EQUAL TYPICAL SERVICE LATERAL INSTALLATION NTS FIG. W-6 %j&1RL&v007 PRELIMINARY SITE PLAN NOT TO BE USED FOR WHITMAN, REQUARDT AND ASSOCIATES„ LLP CONSTRUCTION Engineers, Architects and Planners 9030 Stony Point Parkway, Suite 220 (804) 272-8700 RICHMOND, VIRGINIA FAX: 272-8897 www.wrallp.com TD -9 SCALE: HORIZ: N/A VERT.: N/A DATE: APRIL 2009 DESIGNED: CEL DRAWN: YLM CHECKED- DIS PROJECT NO: 46466-002 ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 NORTH FORK REGIONAL PUMP STATION NFRPS SITE PLAN NOTES AND DETAILS DRAWING SHEET 21 OF C-20 66 t� (22.5" FOR COMPOUND METER) �.. •• IS' MIN. �-17.5' •+•� •I 37' MIN. 12" MIN.LT VMNGNUTMASSEMBLY CDP BYPA65 NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN-PLACE VAUILTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONAIRY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (2" MIETER) NTS FIG. W -7C TO -13 TD -32 NOTE: NO SWEATED FITTINGS DUAL SERVICE SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. BEND COUPLING (IF REQUIRED) MUELLER NO. H-15069 1') I NO. H-,5066 , 1/2', 2') I FORD NO. L02 \ N. L02 ' NO. APPROVED 2") 36' MIN. OR PPPROVED EQUAL s ME 01 ME 1' COMPRESSION It 3/4' MALE PIPE COUPLING OR APPROVED EQUAL FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERMCES OR DUAL RESIDENTIAL AND IRRIGATOR SERMCES. 1' COMPRESSION . 3/4" MALE PIPE COURINC OR APPROVED EQUAL FOR UK ON DETAGLED SINGLE FAMILY RESIDENTAL SERVICE WHERE AN RRGATDN METER IS NOT PROVIDED, RON UD GRADE BROOKS 2200 SERIES BOX WTH EXTENSION OR APPROVED EQUAL IN UNPAVED AREAS COPPERSETIER MCDCNALO 20-209 WWOD 33 OR APPROVED EQUAL BRICK AS NECESSARY CORPORATO4 STOP (1'. 1 1/2', r) MUELLER N0, B-25000 FORD NO. FB -600. OR APPROVED EQUAL TYPICAL SERVICE LATERAL INSTALLATION NTS FIG. W-6 %j&1RL&v007 PRELIMINARY SITE PLAN NOT TO BE USED FOR WHITMAN, REQUARDT AND ASSOCIATES„ LLP CONSTRUCTION Engineers, Architects and Planners 9030 Stony Point Parkway, Suite 220 (804) 272-8700 RICHMOND, VIRGINIA FAX: 272-8897 www.wrallp.com TD -9 SCALE: HORIZ: N/A VERT.: N/A DATE: APRIL 2009 DESIGNED: CEL DRAWN: YLM CHECKED- DIS PROJECT NO: 46466-002 ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 NORTH FORK REGIONAL PUMP STATION NFRPS SITE PLAN NOTES AND DETAILS DRAWING SHEET 21 OF C-20 66 (4) V C25mm) DIA HOLES 1 1/2' ON 32 3/4' (834mm) DIA 27 1/2' DIA C38mm? BOLT CIRCLE. 1699mm7 O 26 1/4' DIA T East Jordan Iron 1667mm] 1178mm7 Works 00103971 24'DIA 160 C606mm] I 28 7DIA I C722m22mm] ����III C16mm16mm] 36' DIA 0 26' O O C1660mm] 1 1/2' FRAMEE SE SECTION 13/16" � C38mml C20mm] 2' <51mm) LETTERS Asz )aRDAN IR GM oRk <RECESSED FLUSH) �( 1. t 125mm] 1/2' P\v q,1" � C79mml CI3mm] 5 3 13/16' 0 22 13/16" 2 1/8' 197MMI 1579mm] [54mm7 0 25' 1 3/8' [635mm] 11/16` C35mm] 9/16' O.D. OF GKT GROOVE C17mM] C14mm] SECTION VIEW 1/4' %mm) DIA CAM BOLT NEOPRENE GASKET SEE ASSEMBLY DETAIL _ (2) WSHR 1/16 X 5/8 X 1 1/2 RUBBER PART# 00981045 \ / <2) CORED •1800' 1 5/8' C2) BLT HEX 5/8-11X3 1/2 SS W PICKBARS C5mm] PART# 00981250 MADE IN USA .2400' C41mm] (6mm] 1/2' 63 DIASTAINLESS STEEL ROD (2) WSHR 5/8 ID 1.50 OD SS .. PLAN VIEW 1 1/8' (29mm) DIA BOSS 113mm] PART# 00981318 PICKBAR & LOCKLUG HOLE DETAIL NOTES: C2) NUT HX 5/8-11 ZN NYLK PART# 00981284 1. ALL MANHOLES WITHIN 100 YEAR FLOODPLAIN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME & COVER. (2) NUT HX JAM 5/8-11 ZN 2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED. PART# 00981228 3. COVERS SHALL BE FIXED TO FRAMES WITH LOCKING LUGS OR SIMILIAR ASSEMBLY. TYPICAL WATERTIGHT ((SSHORRT)T) LOCK LUG PART# 00193585 MANHOLE FRAME & CO VER LOCK LUG ASSEMBLY N.T.S FIG S -I -E FOR BENDS 8" & SMALLER USE STRAPBEND WITH ANCHOR BOLT ON CENTER LINE OF BEND. - FOR BENDS 10" THROUGH 72" USE 2 STRAPS ON BENDS ADJACENT TO BELLS. - FOR 18" BEND USE 3 STRAPS. AS SHOWN. ELEVATION 6" 1� 1 PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT. BEND PIPE SIZE A B C D E f 4- - 6 V-9' 2'-3' 2'-6' 1'-2' 2'-0' 1 1/4' 8' 2'-3 3'-0' 2'-6' I'-6' 2'-6' 1 1/4' 11 1/4' 10' 2'-9' 3-9. 2-6' 2-0' 3'-0' 2' 12' 3'-0' 4'-3' 3'-0' 2'-3' 3'-6' 2' 18' 3'-6' 5'-6' 3-3- 3-0- 4-6' 2 1/2' 4' - 6' 2'-6' 3'-0' 2-6- 1-6- 2-8' 1 1/4' 8' '_ 0' 4'-3' 2-6' 2'-6' 3'-3' 2' 22 1/2' 10' 3'-3' S'-0' 3'-0' 2'-9' 3'-9' 2' 12' 3'-9'16'-3- 3'-0' 3'-6' 4'-3' 2' IB' 5'-0' 7'-6' 3'-3' 4'-0' 5'-8' 2 1/2' 4' - 6' 3'-0' 6'-0' 3'-0' 3'-3' 3'-3' 2 l/4' 6'-6' 3'-0' 3'-8' 3'-9' 2 1/4• 45' 10' 1 4'-6' 7'-6' 3-0' 4-3' 5'-0. 2 1/4' 12' 1S'-3' 9'-0' 3'-3' 5'-0' 5'-9' 2 1/2' 3" THREAD 1i NOMINAL DIAMETER EXTRA STRONG STEEL PIPE TD -26 13 /8' 6'-6' N'-0' 3'-9' 6'-0' T-3' 2 t/2' 12" BENDS & LARGER CHART FOR UPPER SECTION VERTICAL BLOCKING NOTE STANDARD 90' HOOK ON END OF ANCHOR BOLTS TO FACE CENTER OF BLOCKS. CONCRETE BLOCKING FOR UPPER VERTICAL BENDS N.T.S. FIG. W -3A Y. \%J d III � V �",_ �� •\ PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 2.00 2.25 2.60 0.15 2.00 2.25 2.50 0.15 22 1/2 7.50 2.00 2.52 0.10 11 1/4 1,50 2.00 2.50 0.10 90 3.66 3.76 3.21 0.48 8.. 45 2.66 2.66 2.77 0.26 22 1/2 1.66 2.16 2.69 0.13 3.16 2.97 2.66 0.32 11 1/4 1.66 2.76 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1 ru �. u East Jordan Iron Works 00104316 C4> 1` C25mm> DIA HOLES ON 32 3/4' C834mm> DIA BOLT CIRCLE. 2' (Slmm) LETTERS (RECESSED FLUSH) 1' F 27 1/2' DIA C699mm7 26 1/4' DIA C667mm] 0 1 1/2' C38mm] WW/ \_(2) CORED PICKBARS 11/8' (29Mm) DIA BOSS C25mm] 7' [178mm] CLOSED 1 t/2' C38mm] 26' DIA 1 1/2' 1660mm7 1 38mm] 1/4' (6mm) DIA 3 1/8' 24' DIAI NEOPRENE GASKET C79mm3 C606mm] I 28 7DIA III"' C72222mm] "11 C16mm16mm7 23' DIA [584mm7 36' DIA 25' DIA [914mm1 1635mm7 O.D. OF GASKET GROOVE FRAME SECTION SECTION TYPICAL MANHOLE FRAME & COVER N.T.S FIG S -I -D TD -25 PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V, SECTION G OF THESE SPECIFICATIONS. 4, SET DOGHOUSE BASE ON CONCRETE BLOCKS -. DOGHOUSE OPENING SHALL BE PREFORMED BY ' MANUFACTURER OR SAW CUT TO FIT PIPE OUTSIDE DIAMATER ' •° PLUS 6". • 8"x6"x16" AND 4"z8"z16" SOLID CONCRETE BLOCKS CENTER W/RISER WALL (4 EACH) MANHOLE ABOVE BASE SHALL BE CONSTRUCTED AS SHOWN ON FIGURE S -1-A _ EXISTING SANITARY SEWER PIPE MIN. 12" CLEARANCE BETWEEN EXISTING PIPE AND STONE BEDDING !'}IL_ -12" THICK VDOT No. 68 STONE BEDDING DOGHOUSE MANHOLE BASE FILL DOGHOUSE OPENING AROUND EXISTING PIPE WITH 3,000 PSI CONCRETE OR NON -SHRINKING GROUTW 00OF STRUCTURE - BEF NEOPRENE SECURED BY 2 NONCORROSIVE STRAPS, 1 ONEACH SIDE OF OPENING12" MIN. CAST -IN PLACE3,000 PSI CONCRETE BASEFOUNDATION SECTION VIEW ALLOW WRAP EXISTING PIPE WIN NE PRENE GASKET MATERIAL _ OPENING NOTES: q1 /4 1.83 2.33 2.84 0.18 ru �. u East Jordan Iron Works 00104316 C4> 1` C25mm> DIA HOLES ON 32 3/4' C834mm> DIA BOLT CIRCLE. 2' (Slmm) LETTERS (RECESSED FLUSH) 1' F 27 1/2' DIA C699mm7 26 1/4' DIA C667mm] 0 1 1/2' C38mm] WW/ \_(2) CORED PICKBARS 11/8' (29Mm) DIA BOSS C25mm] 7' [178mm] CLOSED 1 t/2' C38mm] 26' DIA 1 1/2' 1660mm7 1 38mm] 1/4' (6mm) DIA 3 1/8' 24' DIAI NEOPRENE GASKET C79mm3 C606mm] I 28 7DIA III"' C72222mm] "11 C16mm16mm7 23' DIA [584mm7 36' DIA 25' DIA [914mm1 1635mm7 O.D. OF GASKET GROOVE FRAME SECTION SECTION TYPICAL MANHOLE FRAME & COVER N.T.S FIG S -I -D TD -25 PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V, SECTION G OF THESE SPECIFICATIONS. 4, SET DOGHOUSE BASE ON CONCRETE BLOCKS -. DOGHOUSE OPENING SHALL BE PREFORMED BY ' MANUFACTURER OR SAW CUT TO FIT PIPE OUTSIDE DIAMATER ' •° PLUS 6". • 8"x6"x16" AND 4"z8"z16" SOLID CONCRETE BLOCKS CENTER W/RISER WALL (4 EACH) MANHOLE ABOVE BASE SHALL BE CONSTRUCTED AS SHOWN ON FIGURE S -1-A _ EXISTING SANITARY SEWER PIPE MIN. 12" CLEARANCE BETWEEN EXISTING PIPE AND STONE BEDDING !'}IL_ -12" THICK VDOT No. 68 STONE BEDDING DOGHOUSE MANHOLE BASE FILL DOGHOUSE OPENING AROUND EXISTING PIPE WITH 3,000 PSI CONCRETE OR NON -SHRINKING GROUTW 00OF STRUCTURE - BEF NEOPRENE SECURED BY 2 NONCORROSIVE STRAPS, 1 ONEACH SIDE OF OPENING12" MIN. CAST -IN PLACE3,000 PSI CONCRETE BASEFOUNDATION SECTION VIEW ALLOW WRAP EXISTING PIPE WIN NE PRENE GASKET MATERIAL _ OPENING NOTES: q1 , 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING PIPE. :2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL MANHOLE BASE SHOWING "DOGHOUSE" INSTALLATION FRAME & COVER (SEE FIG. S -1-0,E) N.T.S FIG. S -1 -At STREET SURFACE OR NON -PAVED AREA SLOPED AREA --*' 1'-0" MAX "WEDG-LOK" TYPE RUBBER COATED STEEL , STEPS OR APPROVED EQUAL CAST IN PLACE MIN PRECAST REINFORCED L CONCRETE SECTIONS 12MIN "0" RING SEALS MAX MINIMUM ELEVATION T DIFFERENCE ACROSS M.H. 5" 4'-O" 5.1 FROM INLET TO OUTLET SHALL BE 0.20 FEET. CONCRETE VARIES DEPTH OF FLOW FILLETS CHANNEL TO BE 3/4 DIAMETER OF CONTRIBUTING --- =---_- _ _� SEWER. JT A FILLETED INVERT FOR A SMOOTH 12� TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. BEDDING NOTE W/ N0. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S -I -A TD -4 TD -3 TD -22 TD -21 N0. DATE BY REVISIONS Ste: 04-23-09 YLM PRELIMINARY SITE PIAN COMMENTS PRELIMINARY SITE PLAN HORQ: N/A %j%mAm&m007 ALBEMARLE COUNTY SERVICE AUTHORITY DRAWING SHEET VERI.:. N/A 168 SPOTNAP ROAD NOT TO BE USED FOR DATE: APRIL zoos CHARLOTTESVILLE, VIRGINIA 22911 22 WHITMAN, REQUARDT AND ASSOCIATE,S7, LLP CONSTRUCTION DESIGNED' CEL of Engineers, Architects and Planne°rs DRAwI,: ,'L,,, NORTH FORK REGIONAL PUMP STATION C-2 9030 Stony Point Parkway, Suite 2201 CHECKED,. oJs NFRPS SITE PLAN 66 804 272-8700 RICHMOND, VIRGINIA FAX: 272-8897 PROJECT N0: 48466-002 i � www.wralcp.00m NOTES AND DETAILS U a - double -, "cpwLlttlpe.mT2 AASH &WII em aer•,a OW r — 4'panel (29 lbs/13.2 kq� :--.i ,.___�'=--�---:�--�-� • `''---� 1�111111111111111111111111111111111111111111111 IIII (111111111111111111111 IIII iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii IIIA �;IIIIIIIIIIIIIIIIIIIIII 1111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII620mmlI� IIIh. �illllllllllllllllllli 1111 nnnuuunnnnnnunnnuunnnnm 11111111111111111111111111111111111111111111111 Illll j��lllllllllllllllllllll 1111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ���, .T/16� 115264'r Excess e IIII 1111111111111111111111i�` IIII! �IIIIIIIIIIIIIIIIIIIIII 1111geon square post gauge 6 wire Illlliillllllllllllllllllllll 1111 J 1 `—°MPbW 12.Tmm teelydtllen 12r fmsaAdeo3" X 3' post ,l gauge or 4" X 4^ post 17 gauge Or , 6' z B -poet 0.25lhida,aee &-n Seiii datlall single gage e+mrg oil ngs we a e I I'mine dlml•wlona Gera Poataa Vertical Nlhnemlan ODenlna 1 1 Omega I Ellie or Seew Height I A t B C 18'-0' 32 5118" 3"x r 3" x 9' a•-1^ 4.3p 800-836-6342 40T 4o- qr 3l 7"-0" 38 618'• 3" x r B' x 3' 6-1" &Z 67-r 7? 8'-0" 441818" 3" x 3" r X_3• 17-10" B tt18 WW HORI2: N/A 1a"0• MGM a•x3" 3•xa• W-11,eat• Bs} 12'-0" Be 5/B" 3"x3" 7x8• CUabom I H+2" C"12 I A -4r" 14'-0^ SD 818^ 3" x r r x 3• AB double gates have idenlicel fmffM 118•-0" 192 6W 3"X7 4• x 4" hl0del 20 complete with Omega Panels 66 Modal 30 Complete with Elite panels !8•-0" 104518' 4'x4" rx4" Model 40 Complete with Seour petrels Cus6om CttsotLt Custom Custom Tel: 450+9889500i MAROK20 2-09 8W-83"342 Fa! 450-08,-5313 mega www.gmepNseetA.exm FENCE 5"TI Ne PAVEMENT DETAIL NOT TO SCALE SM -9.5 A BM -25.0 AGGREGATE BASE ATERIAL VDOT #21 B VARIES 1. 1/4-:1- SLOPE .. 'J CONCRETE WALK CLASS A3 (3000 COMPACTED 21-A STONE CUSHION COMPACTED SUBBASE SURFACE TEXTURE SHALL BE A LIGHT BROOMING, TRANSVERSE TO THE LENGTH OF THE WALK. CARE SHALL BE TAKEN TO ASSURE A UNIFORM GRADE, FREE OF SAGS AND SHORT GRADE CHANGES. CONCRETE SIDEWALK NOT TO SCALE SLOPED AREA Jt' -0" MAX 3'-0^ MIN /,f e 2" MIN 6" MAX T - on square post N ba FRAME & COVER SEE FIG. S—I—D, E STREET SURFACE OR "WEDGSOK" TYPE RUBBER COATED STEEL EPS OR APPROVED EQUAL ® CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS WITH "0" RING SEALS OR APPROVED EQUAL BE WMINIMUM ELEVATION DIFFERENCE MIN�ACROSS M.H. FROM INLET TO OUTLET SHALL BE 0.20 FEET A FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW BETWEEN INLET & OULET PIPE SHALL BE PROVIDED. 3/4 DIA OF LARGEST PIPE IN MANHOLE MIN, 6"BEDDING WITH NO. 68 STONE NOTES: I. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS NETH STEEP SLOPES. TYPICAL MANHOLE WITH DROP CONNECTION NTS FIG. S -I -C ,4 2" post c/c = 97 3/4" 3" post c/c = 98 3/4" All wires are welded at Intersections, galvanized, then polyester powder coated, 5' panel 135 lbs/15.9 k91 9 " 12356MMI ext.—� 3 niversal brackets square post 6' panel (42 tbs/19.1 k9) on square post 800 -SM -8342 Fax:450-6815318 mega www.omept*nce.corn mas's'es DECORATIVE FENCE DETAILS NOT TO SCALE WHITMAN, REQUARDT AND ASSOCIATES, LLP Engineers, Architects and Planners 9030 St 1) • t 13 r'Zma Suite 22'0 PRELIMINARY SITE PLAN NOT TO BE USED FOR CONSTRUCTION ony 0 1. U, FAX: 272-8897 (804) 272-8700 RICHMOND, VIRGINIA www.wrallp.com Stepping for square post installation m 4' (1219 mm) ore• requted In ym millions I 8"I(2oDm) For aquae Poeta r or 3• square post In•tallatlon Universal brackets allow for easy adjustments to deslmd heights. In•talladon on accidented land Cul the mction when "uepelebe abruipt Tel: 450-686-9600 N 800-836-6342 3l Fm: 450-681.5318 mpr"1s a II w.agafene e.com wwom ,a Ste: ALBEMARLE COUNTY SERVICE AUTHORITY DRAWING SHEET HORI2: N/A 168 SPOTNAP ROAD VERT.; N/A 23 DATE: APRIL 2009 CHARLOTTESVILLE, VIRGINIA 22911 DESIGNED: CEL NORTH FORK REGIONAL PUMP STATION of C-22 DRAWN: n -M 66 CHECKED- WS NFRPS SITE PLAN PROJECT NO. 46466-002 NOTES AND DETAILS STANDING SEAM METAL ROOF METAL TRIM WITH INTERNAL GUTTER AND DOWNSPOUT BRICK PILASTER WITH SOLDIER COURSE (TYP.) BELT COURSE 3'-0" X 7'-0" MAN DOOR WITH SOLDIER COURSE RUNNING BOND (TYP.) CAST STONE WATERTABLE STANDING SEAM METAL ROOF METAL TRIM WITH INTERNAL GUTTER AND DOWNSPOUT BRICK PILASTER WITH SOLDIER COURSE (TYP.) BELT COURSE 6'-0" X 7'-0" ACCESS DOOR WITH SOLDIER RUNNING BOND (T(P.). CAST STONE WATERTABLE FILENAME. N.\46466-00 \CADD\CIVIL\AKHITECT AL DESIGN FILES\WVS SHEETS\16466002-A-1-OLDVG EAST ELEVATION A3 SCALE:114'=1'-0' 12 —15 FAUX WINDOW WITH HERRINGBONE INFILL 3 WEST ELEVATION 9 STANDING SEAM METAL ROOF METAL TRIM WITH INTERNAL GUTTER AND DOWNSPOUT BRICK PILASTER WITH SOLDIER COURSE (TYP.) BELT COURSE RUNNING BOND (TYP CAST STONE STANDING SEAM METAL ROOF METAL TRIM WITH INTERNAL GUTTER AND DOWNSPOUT BRICK PILASTER WITH SOLDIER COURSE (TYP.) BELT RUNNING BOND C40 &WO 7 PRELIMINARY SITE PLAN NOT TO BE USED FOR WHITMAN, REQUARDT AND ASSOCIATE'S, LLP CONSTRUCTION Engineers, Architects and Planmers 9030 Stony Point Parkway, Suite 220 FAX: 272-8897 (804) 272-8700 RICHMOND, VIRGINIA www.wrallp.com CAST STONE WATERTABLE 2 SOUTH ELEVATION A3 SCALE: 114'=1'-0" 12 10 4 NORTH ELEVATION A$ SCALE:114' =1'-0' SCALE: HORIZ: AS NO7ED VERT.: AS NOTED DATE: MAR 2009 DESIGNED: KLK DRAWN: KLK CHECKED. RK PROJECT NO: 46466-002 I ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 NORTH FORK REGIONAL PUMP STATION NFRPS SITE PLAN BUILDING ELEVATIONS 4 7 4' 8' SCALE: 114° =1'-0" DRAWING SHEET 27 OF A-3 66