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HomeMy WebLinkAboutSDP200900046 Plan - Approved 2010-05-24ALBEMARLE COUNTY SERVICE AUTHORITY „� NORTH FORK REGIONAL PUMP STATION ALBEMARLE COUNTY, VIRGINIA NORTH FORK REGIONAL PUMP STATION 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 OFFSITE DISTURBED AREA (THIS PLAN SET) 2.70 ACRES -01 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 M2-03 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 EI -01 RICHMOND, VA 23225 ELECTRICAL SITE PLAN PHONE: (804) 674-9723 FAX: (804) 674-9726 SDP 200900046 ACSA PROJECT NO.: 2008-15 G � i 0 o Baa ° o NFRPS PROPOSED SITE LOCATION T �� � Ll � CLp32K OR =e 0 0 FORK OF r THE RIVANNA RIVER NFR S FORCE MAIN ev < O o f e o G t a VICINITY MAP SCALE: 1" = 1500' MAY 2010 WHITMAN, REQUARDT AND ASSOCIATES, LLP Engineers, Architects and Planners 9030 Stony Point Parkway, Suite 220 FAX: 272-8897 (804) 272-8700 RICHMOND, VIRGINIA www. wrallp. corn ,LTFIOF`r (�\ N/A VERT.: N/A DANIEL J. SELI a DATE: MAY 2010 DESIGNED, CEL Lfc. No. 023410 DRAWN: Y IM CHECKED DJS SIONAL ET PROJECT NO.- 46466-002 GO -01 CO -01 CO -02 CO -03 CO -04 C1-01 C1-02 C1-03 C1-04 C1-05 C1 -O6 C1-07 C1-08 C1-09 C1-10 C1-11 C1-12 Ci -13 C4-01 C4-02 C4-03 C4-04 C4-05 TITLE COVER SHEET GENERAL NOTES, ABBREVIATIONS AND LEGEND RWSA GENERAL NOTES AND NORTH FORK BUSINESS PARK ZONING PROFFERS NORTH FORK BUSINESS PARK ZONING PROFFERS NORTH FORK BUSINESS PARK ZONING PROFFERS SITE LAYOUT PLAN GRADING PLAN PRE AND POST CONSTRUCTION DRAINAGE AREA PLAN DRAINAGE PLAN, CROSS SECTIONS AND PROFILES E&S CONTROL PLAN - OFFSITE IMPROVEMENTS E&S CONTROL PLAN - PHASES I AND II ONSITE IMPROVEMENTS LANDSCAPING PLAN SITE PIPING PLAN AND PROFILE GRAVITY SEWER PLAN AND PROFILE NFRPS FORCE MAIN PLAN AND PROFILE NFRPS FORCE MAIN PLAN AND PROFILE RESEARCH PARK PUMP STATION ABANDONMENT PLAN RESEARCH PARK PUMP STATION LANDSCAPING PLAN NOTES AND DETAILS NOTES AND DETAILS NOTES AND DETAILS EROSION AND SEDIMENT CONTROL NOTES & DETAILS LANDSCAPING NOTES AND DETAILS AO -01 ARCHITECTURAL LEGEND, ABBREVIATIONS AND NOTES A2-01 CONTROL BUILDING FLOOR PLAN A2-02 CONTROL BUILDING ROOF PLAN A3-01 BUILDING ELEVATIONS A4-01 SECTIONS AND DETAILS A8-01 ARCHITECTURAL SCHEDULES AND DETAILS SO -01 STRUCTURAL NOTES AND TYPICAL DETAILS S1-01 FRAMING, SECTIONS AND DETAILS S3-01 PLANS, SECTIONS AND DETAILS S3-02 PLANS AND SECTIONS MO -01 MECHANICAL ABBREVIATIONS, NOTES AND LEGEND M1-01 PUMP AND SYSTEM CURVES AND SCHEMATIC M2-01 LOWER LEVEL PLAN M2-02 GRADE LEVEL PLAN M2-03 CONTROL BUILDING GRADE LEVEL PLAN M4-01 SECTIONS M5-01 SCHEDULES AND DETAILS M5-02 DETAILS EO -01 ELECTRICAL LEGEND AND ABBREVIATIONS EI -01 ELECTRICAL SITE PLAN E2-01 GRADE LEVEL LIGHTING PLAN E2-02 CONTROL BUILDING GRADE LEVEL - LIGHTING PLAN E3-01 BELOW GRADE POWER PLAN E3-02 GRADE LEVEL POWER PLAN E3-03 CONTROL BUILDING GRADE LEVEL - POWER PLAN E4-01 GROUNDING AND LIGHTNING PROTECTION PLAN E4-02 GROUNDING DETAILS AND RISER E5-01 SINGLE LINE DIAGRAM E6-01 ELECTRICAL DETAILS E6-02 ELECTRICAL DETAILS E7-01 PANEL SCHEDULES AND LIGHTING FIXTURE SCHEDULE E7-02 ELECTRICAL SITE LIGHTING PHOTOMETRICS 10-01 P & ID SYMBOLS AND ABBREVIATIONS 11-01 P & ID 1-02 P & ID 11-03 CONTROL SYSTEM ARCHITECTURE I1-04 CONTROL PANEL ELEVATIONS 11-05 CONTROL PANEL ELECTRICAL SCHEMATIC I1-06 CONTROL PANEL ANALOG INPUT LOOPS 11-07 CONTROL PANEL ANALOG OUTPUT LOOPS 1-08 CONTROL PANEL PLC INPUTS 11-09 CONTROL PANEL PLC OUTPUTS 11-10 VFD ELEMENTARY 11-11 VFD ELEVATIONS 11-12 CONTROL PANEL BUBBLER SYSTEM AND MISC. DETAILS I1-13 BALL VALVE CONTROL PANEL 11-14 CONTROL BUILDING GRADE LEVEL - INSTRUMENTATION APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING Alr� 12 .1j) ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY /Q VIRGINIA DEPARTMENT OF TRANSPORTATION,„� p5I2y�2oID HEALTH DEPARTMENT QA- p5ggj?DIO �E6) ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 NORTH FORK REGIONAL PUMP STATION COVER DRAWING SHEET 1 OF GO -01 70 LEGEND FOR UTILITY MARKINGS EX. STORM SEWER STRUCTURE SCHEDULE UNDERGROUND TRAFFIC SIGNAL - TR - TR T 1) DATUM: SETBACK LINE / MH 4 Sanitary R - Rim=538.65 Rim=401.63 UNDERGROUND CABLE TV TV TV TV HORIZONTAL: VIRGINIA STATE PLANE Q Storm Drain MH UNDERGROUND FIBER OPTIC - F/0- F/D- F/0- COORDINATE SYSTEM, SOUTH ZONE, NA083 Rim=538.72 Inv. In=533.37 Sanitary MH TELEPHONE PEDESTAL Inv. Out=533.02 Inv. In=531.47 UNDERGROUND ELECTRIC - UGE UGE- UGE- VERTICAL: NAVD88 Q Curb Drop Inlet UNDERGROUND TELEPHONE - UGT UGT- UGT- 2) PROPERTY DISCREPANCIES EXIST IN Rim=541.09 Ri In=534.84 UNDERGROUND GAS -GAS -GAS -GAS - AREAS WHERE NOTED. RIGHT OF WAY IN Inv. Out=534.76 UNDERGROUND WATER UNE W/L W/L W/L- AREAS OF CONFLICT TAKEN FROM VDOT ©Curb Drop Inlet LIMITS OF DISTURBANCELOD Inv. In=516.23 LOD HIGHWAY PIAN #06840 - NEW ROUTE 29. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO VDOT UNDERGROUND SEWER FORCE MAIN FM FM 0 Sanitary MH Rim=541.83 END OF INFORMATION (SIGNAL STOPS) EO/ Inv. Out=401.66 3 PROPERTIES SHOWN HEREON MAY NOT ) Im. In=535.63 Im. Out=535.53 PROP. SANITARY SEWER MH CALLOUT (B) INV. IN=516.56 NAIL REFLECT ALL EASEMENTS OF RECORD. STANDARDS. PROP. STORM DRAIN STRUCT. CALLOUT Inv. Out=404.44 Al 3. ® Storm Drain MH LEGEND & SYMBOLS Rim=405.72 4) PROPERTY BOUNDARIES SHOWN HEREON Rim=544.08 Inv. In=394.62 (B) Inv. In=516.91 ® DO NOT CONSTITUTE A CURRENT BOUNDARY CL Inv.=537.38 EX. CONTOUR -- - - - - - - - - - - - - - SURVEY BUT ARE LOCATIONS OF THE (Pipes Inaccessible) PROP. CONTOUR B Sanitary MH Q ® CURRENT DEEDS OF RECORD. 0 18" RCP W/FES . . Inv. Out=39386 Inv. Out=532.99 Inv. Out=392.29 cz Sanitary MH Inv =541.77 EX. CONTOUR ANNOTATION -- ---- - - 525 - - - - -- 5) UNDERGROUND UTILITIES WERE DESIGNATED AND CHECKED BY ACCUMARK, Q Curb Drop Inlet PROP. CONTOUR ANNOTATION 300 (Pipes Ir¢coes51ble) INC. Rim=546.30 TEST PIT (B) Inv. In=517.32 /O Sanitary MH Rim=396.70 (A) Inv. In=540.69 PROP. SPOT SHOT ELEVATION 396.3--,6) 477.080 CEMETERY SITES WERE NOT OBSERVED (B) Inv. In=539.66 EROSION & SEDIMENT CONTROL MEASURES 6. WITHIN THE PROJECT LIMITS, HOWEVER Inv. Out=539.20 EX. EDGE OF PAVEMENT Inv. Out=518.96 Rim=418.15 CL Top Pipe=416.20 THEY MAY EXIST. Q Conc. Riser (Force Main) Rim=384.47 Rim=523.92 DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. Inv. In=541.27 PROP. EDGE OF PAVEMENT /2 Sanitary MH (B) Inv. In=375.64 7) OBSCURED AREAS WERE NOT FIELD Inv. Out=541.12 IP ® 7. LOCATED OR VERIFIED AS A PART OF THIS ®Curb Drop Inlet EX. PERMANENT EASEMENT - - - - SURVEY Rim=547.23 PROP. PERMANENT EASEMENT - - - - - - - Inv. In=539.43 ROD PS 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY Inv. Out=539.43 PROP. CONST. OR TEMP. EASEMENT - - - - - - - - - - - - - - WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART Q Curb Drop Inlet SET O 3936453.208 1926). Rim=548.00 EX. PROPERTY OR RIGHT-OF-WAY LINE - - - AERIAL SURVEY NOTES: Inv. Out=540.25 PROP. PROPERTY LINE - - - - - - TO THE GENERAL CONSTRUCTION NOTES) @ Curb Drop Inlet TRAVERSE ROD 1. 1) DIM FILE USED TO GENERATE Rim=546.74 EX. TREE LINE 11501454.137 J CONTOURS. HATCHED AREAS MAPPED Inv. out=543.22 PROP. TREE LINE SET 220 CONTAIN VERY DENSE VEGETATION AND 11501205.169 540.931 SHOULD BE FIELD VERIFIED. HATCHED 0// 15" RCP W/ FES EX. GRAVITY SEWER 221 3936432.668 AREAS MAY NOT MEET NATIONAL MAP Inv.=542.23 520.660 2. ACCURACY STANDARDS. DATE OF 222 PROP. GRAVITY SEWER 11502362.451 PHOTOGRAPHY: 04/10/07 DATE OF / Curb Drop In 0 p let TRAVERSE ROD SET COMPILATION: 04/27/07 Rim=546.35 PROP. FORCE MAIN 11502547.246 507.749 SUBMITTED TO THE COUNTY AND ONE (1) COPY TO ACSA. IF A Inv. out=542.29 ROD SET 224 2) AERIAL SURVEY PROVIDED BY LOUISA 18" RCP W/FES PROP. STORM DRAIN 519.600 AERIAL SURVEYS, INC. P.O. BOX 430 Inv=541.77 SET 225 3935606.330 MINERAL, VA. 23117 (540) 967-1499 12" RCP PROP. DECORATIVE FENCE 0 13 0 ROD SET Inv. In=536.06 3935511.503 11501710.588 544.457 Storm Drain MH PROP. WATER SERVICE LINE w- w w 227 Rim=534.32 11501462.356 544.348 (A) Inv. In=528.06 PROP. ELECTRIC SERVICE LINE EE -E NF 39,$41/4.963 (B) Inv. In=528.15 11 01019.974 519.476 7-R-AvVERs-E-017­SET (C) Inv. In=530.40 Inv. Out=527.69 SETBACK LINE / MH 4 Sanitary f2?6 Sanitary Rim=538.65 Rim=401.63 EX. WETLANDS '6 '6 GENERAL CONSTRUCTION NOTES 100 YR FLOOD PLAIN (B) Inv. In=503.68 Rim=541.47 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBUC Inv. In=533.37 Sanitary MH TELEPHONE PEDESTAL Inv. Out=533.02 RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A ?ia Sanitary MH ,v Q Sanitary MH CL Inv=395.77 Rim=528.48 PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF 100' STREAM BUFFER SB SB TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY NAIL lJ Sanitary MH OWATER ® Sanitary MH REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES EX. STREAM -- Rim=534.10 (A) Inv. In=400.44 Rim=527.33 OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. LIMITS OF DISTURBANCELOD Inv. In=516.23 LOD 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO VDOT Inv. Out=525.39 Sanitary MH TRAVERSE 0 Sanitary MH CURRENT SPECIFICATIONS AND STANDARDS, ALL OTHER WORK OUTSIDE (%3j Sanitary MH �j Rim=527.31 Rim=537.25 Inv. Out=401.66 (A) Inv. In=516.43 RIGHT-OF-WAY SHALL CONFORM TO ACSA SPECIFICATIONS AND PROP. SANITARY SEWER MH CALLOUT (B) INV. IN=516.56 NAIL Rim=409.76 STANDARDS. PROP. STORM DRAIN STRUCT. CALLOUT Inv. Out=404.44 Al 3. EROSION AND SILTATION CONTROL MEASURES WITHIN THE RIGHT-OF-WAY Rim=529.7 7 NAIL Rim=405.72 (A) Inv. In=517.13 SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION Inv. In=394.62 (B) Inv. In=516.91 ® Inv. Out=394.62 CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, PROP. WATER METER Sanitary MH 208 (Force Main) GRADING OR OTHER CONSTRUCTION. PRP. YARD HYDRANT B Sanitary MH Q ® 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTIUZED, SEEDED AND . . Inv. Out=39386 Inv. Out=532.99 Inv. Out=392.29 cz Sanitary MH MULCHED. MATTING SHALL BE APPLIED PER VDOT, ACSA, OR EROSION SOIL BORING Rim=395.77 ,^I Sanitary MH Rim=411.23 AND SEDIMENT CONTROL INSPECTOR'S DIRECTION. '- Rim=528.61 Inv. In=390.33 (Pipes Ir¢coes51ble) 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL -VERTICAL). WHERE TEST PIT (B) Inv. In=517.32 /O Sanitary MH Rim=396.70 REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE 3938835.029 CL Inv=393.40 477.080 Rim=408.80 CL Inv=388.5033 ACHIEVED. EROSION & SEDIMENT CONTROL MEASURES 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED Sanitary MH Rim=393.85 Filled W/Conc. Inv. Out=518.96 Rim=418.15 CL Top Pipe=416.20 WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS 34 Sanitary MH (Force Main) Rim=384.47 Rim=523.92 DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. CONSTRUCTION ENTRANCE CE /2 Sanitary MH (B) Inv. In=375.64 (B) Inv. In=519.51 INLET PROTECTION IP ® 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. CULVERT INLET PROTECTION CIP Id's Outlet To River 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 3937362.968 Rim=403.39 Inv. Out=365.03 PERMANENT SEEDING ROD PS 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY Inv. Out=398.14 508.511 WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART TEMPORARY SEEDING SET O 3936453.208 1926). UTILITY STREAM CROSSING USC GENERAL CONDUCTION NOTES FOR STREETS (THIS LM IS IN TREE PROTECTION IS ° ADDITION TO THE GENERAL CONSTRUCTION NOTES) TRAVERSE ROD 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE SILT FENCE SF 11501454.137 744 DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST ROD SET 220 NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (434-296-5832) 11501205.169 540.931 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. DIVERSION DIKE DD 221 3936432.668 11502172.461 520.660 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED 222 3936330.974 11502362.451 SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON TRAVERSE ROD SET THE SUBGRADE SOIL THREE (3) COPIES OF THE TEST RESULTS SHALL BE 3936216.727 11502547.246 507.749 SUBMITTED TO THE COUNTY AND ONE (1) COPY TO ACSA. IF A TRAVERSE ROD SET 224 SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A 11502349.663 519.600 REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER ROD SET 225 3935606.330 AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 6' Grate Inlet Rim -533.36 Inv. Out=530.74 Grate Inlet Rim=534.31 Inv. In=529.14 Inv. Out --528.80 Riser Pipe Top=541.36 / Grate Inlet Rim=524.49 Inv. In=517.06 Inv. Out=516.00 7@ Grate Inlet Rim=579.43 Inv. In=509.37 Inv. Out=509.29 2/ Grote Inlet Rim -514,77 Inv. In=504.18 Inv. Out=504.15 ©12" CMP Inv. In=486.09 Inv. Out=484.63 2112" CMP Inv. In=488.80 Inv. Out=488.45 212" 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) Z�Grote Inlet Rim=468.96 18" Inv. In=456.93 36" Inv. In=444.87 Inv. Out=444.37 21 Grate Inlet Rim=462.44 Inv. In=457.94 Inv. Out --457.94 18" CMP Inv.=460.65 18" CMP Inv. In=461.66 Inv. Out=461.27 0/ Curb Drop Inlet Rim=479,68 Inv. Out=472.26 (3) Storm Drain MH Rim=461.23 Im. 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 J Grate 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 J 15" CMP W/FES Inv. In=452.42 Inv. Out=449.27 15" CMP Inv. In=442.20 Inv. Out=437.27 31 Yard Inlet Rim=448.04 Inv. Out=440.34 40 15" CMP Inv. In=437.10 Inv. Out=435.39 x/)18" CMP Inv. In=431.51 Inv. Out=429.87 18" CMP Inv. In=424.46 Inv. Out=418.92 4� Grate Inlet Rim=429.50 Inv. In=427.21 Inv. Out=427.16 �JGrate Inlet Rim=427.60 Inv. In=424.119 Inv. Out=424.17 Throated Inlet Rim=424.81 15 Inv. In=416.17 18" Inv. In=408.21 Inv. Out=408.21 4e Throated Inlet Top=419.68 Inv. Out=41 .1.38 4i Throated Inlet Top=415.59 Inv. Out=407.69 4B Throated Inlet Top=401.76 Inv. In=397.56 CMP Inv. In=412.47 Inv. Out=4111.88 Grate Inlet Top=406.40 Inv. Out=402.22 5/ 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 Imlet 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 S-' 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 S�Curb Drop Inlet Rim=400.74 Inv. Out=395.79 5@ Storm Drain MH Rim=400.14 CL Inv. =393.24 (Pipes Inaccessible) 'S` Curb Drop Inlet Rim=398,43 Inv. In=392.18 Inv. Out=391.83 @Storm Drain MH Rim=390.58 Im, In=376.48 Irn. Out=376.25 ;6)/Curb Drop Inlet Rim=405.89 Im. Out=402.84 61Curb 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 Q 12" CMP Inv. In=404.92 Inv. Out=403.98 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 ,Grate Inlet Storm Drain MH ®15" CPP Inv.=535.22 Top=402.24 Rim=542.16 Inv. Out=398.71 (A) Inv. In=536.16 (B) Inv. In=535.76 �15" RCP Inv.=524.46 7136" RCP W/ FES Inv. Out=533.06 Inv.=377.76 //'�, ®15" RCP Inv.=525.25 D7/ Storm Drain MH /Storm Drain MH Rim=518.40 Rim=544.64 ®Curb Drop Inlet Stormwater Top=528.07 CL Inv.= 493.4+/- Storage Structure Inv. In=521.72 (A) Inv. In=513.40 Inv. In=539.27 ((r• (8) Inv. In=510.90 Inv. Out=537.24 ®Curb Drop Inlet @Drop Inlet Storm Drain MH Top=527.79 Top=518.56 Rim=544.95 Inv. In=522.85 Inv. In=516.11 Inv. In=539.20 Inv. Out=522.82 Inv. Out=515.76 (A) Inv. Out=Blocked (8) Inv. Out=539.20 ®Curb Drop Inlet 71Grate Inlet Top=529.08 Top=521.65Inv. In=523.63 Inv. Out=517.64 815 Grate Inlet Inv. Out=523.58 Top=544.10 pis Inv. Out=539.75 @Curb Drop Inlet Storm Drain MH P Rim=520.90 Top=530.43 � (A) Inv. In=516.90 @24" CPP Inv.=532.41 Inv. Out=524.89 (8) Inv. In=514.10 ®12" RCP Inv=519.13 0 Inv. Out=513.90 @Storm Drain MH @Yard Inlet Rim=539.77e12" ie Inv. In=532.22 RCP Inv.=520.51 Top= Inv. Out=53216 Inv. Outut=51518.11 . .@72" CMP Inv.=508.47 � ®Storm Drain MH 1 @12" RCP Inv.=522.09 Rim=539.39 Stormwater 12^ CMP Inv=509.65 Curb Drop Inlet Storage Structure ®36" CMP Inv=497.25 Inv. In=532.38 Top=526.04 iz/ Inv. Out=523.13 Inv' Out=531'74 QGrete Inlet ®Storm Drain MH Top=507.00 20 78 Storm Drain MH Rim=539.12 (A) Inv. In=507.14 Rim=529.38 Stormwater (B) Inv. In=505.27 Inv. Out=5 .87 Storage Structure Inv. Out=500.85 Im. Out=523.73 Inv. In=534.19 Inv. Out=532.59 ®12" CMP Inv=505.40 �1 ®Storm Drain MH I Rim=5& Structure ®24" CPP Inv=532.52 Grate Inlet f 78 Pipes &Structure To =507.15 Inaccessible Inv. In=502.35 �1 ,9�Curb Drop Inlet Inv. Out=502.35 I @Curb Drop Inlet Top=538.37 - Top=531.01 Inv. In=534.92 Grate Inlet Inv. Out=526.87 (A) Inv. Out -534.76 ®Top=513.66 a1 (B) Inv. Out=534.86 Inv. In=504.30 1 8/ 15" CPP Inv.=528.66 Inv. Out -504.30 I @Grate Inlet Top=517.33 Inv. In=510.76 Inv. Out -510.89 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE: 2. EXISTING UTILITIES ARE SHOWN ONLY IN APPROXIMATE LOCATIONS ON FIELD PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE SURVEY. CONTRACTOR SHALL, ON HIS OWN INITIATIVE AND AT NO ABBREVIATION LEGEND COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A ADDITIONAL COST TO THE OWNER, LOCATE ALL UNDERGROUND LINES AND NOT ALL ABBREVIATIONS MAY BE USED OR SHOWN BOUNDARY LINE OR A NATURAL WATERCOURSE. STRUCTURES AS NECESSARY. CONTRACTOR SHALL CALL "MISS UTIUTY" 0 ( ) 811 PRIOR TO CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FOR Approx. - Approximate 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND ANY DAMAGE AND REPAIR TO ANY UTILITY LINES OR STRUCTURES, BY BM - Benchmark APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF COMPLYING WITH THE REQUIREMENTS OF THE UTILITY OWNERS. CAN - Cable Television CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT CHH - Communication Handhole SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS 3. FINAL ACCEPTANCE BY ACSA SHALL NOT BE MADE UNTIL ALL WORK SHOWN CIP - Cast Iron Pipe DEEMED NECESSARY, WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED ON CONTRACT DRAWINGS AND INCLUDED IN THE SPECIFICATIONS IS C.L.F. - Chain Link Fence FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF COMPLETED INCLUDING PAVING, GRADING, TESTING AND ALL REQUIRED CMP - Corrugated Metal Pipe GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN ADJUSTMENTS. Comb. - Combination (7) FEET. Conc. - Concrete 4. THE ENGINEER OR ACSA INSPECTOR WILL INSPECT ALL PIPELINES, AND Cov. - Covered 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY APPURTENANCES THERETO, AS SHOWN ON THE APPROVED UTILITY PLANS, CPP - Corrugated Plastic Pipe LOCATED WITHIN DEDICATED EASEMENTS AND/OR PUBLIC RIGHT-OF-WAY. D.B. - Deed Book ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C). / DIP - Ductile Iron Pipe 5. CONTRACTOR SHALL RESTORE LIMITS OF WORK TO EXISTING GRADES AND EJB - Electric Junction Box 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY REINSTALL ALL MAILBOXES, FENCING, LANDSCAPING, LIGHT, POWER POLES, Ex. t. - Easement ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. DITCHES, AND REINSTALL ANY DISTURBED PROPERTY PINS BY A VIRGINIA FE - Existing CERTIFIED LAND SURVEYOR, ETC. DISTURBED OR TEMPORARILY RELOCATED FES - Flared End Section 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH DURING THE WORK. FL -Flange SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE FM -Force Main STRICTLY ADHERED TO. F.O.W.P. - Fiber Optic Witness Post 6. ALL WATER MAIN AND FORCE MAIN FITTINGS AND APPURTENANCES SHALL FH - Fire Hydrant B. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION BE RESTRAINED, AND BLOCKED WITH CONCRETE PER ACSA STANDARD PKF - Found PK Nail PLAT VAUDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO DETAILS. F/POST - Fence Post SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL HH - Handhole AND VOID. 7. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 FOR WATER MAINS AND Inv. - Invert FORCE MAINS. ALL GRAVITY SEWER SHALL BE CLASS 50 DUCTILE IRON. IPF - Iron Pipe Found 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA IRR - Irrigation MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY 8, INGRESS AND EGRESS OF ALL PRIVATE DRIVEWAYS TO BE MAINTAINED AT MH - LightManhPe le ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. ALL TIMES. DRIVEWAYS OR ENTRANCES DISTURBED DURING CONSTRUCTION MJ - Mechanical Joint SHALL BE REPLACED AT ORIGINAL CONDITION AS SHOWN ON THE DETAILS. NPT - National Pipe Thread 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE PE - Plain End INSTALLED BY THE CONTRACTOR WHEN, IN THE OPINION OF THE COUNTY 9, IN AREAS WHERE SETTLING HAS OCCURRED, CONTRACTOR SHALL BACKFILL PG, - Page ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE WITH STONE OR SELECT FILL AS DIRECTED BY ACSA INSPECTOR. PP - Utility Pole SAFE AND CONVENIENT ACCESS. PVC - Polyvinyl Chloride Pipe 10. TRENCHES AND EXCAVATIONS WITHIN VDOT ROADS SHALL BE BACKFILLED RCP - Reinforced Conc. Pipe 11. THE SPEED UMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW COMPLETELY WITH COMPACTED 21-A STONE. Ret. - Retaining THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. R/F - Rod Found 11. FOR PIPELINE INSTALLATIONS WITHIN EXISTING VDOT R/W; CONTRACTOR RW MON - Right Of Way Monument 12. VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS ARE TO BE INSTALLED UNDER MUST NOTIFY VDOT WHEN INSTALLATION BEGINS SO THAT DENSITY CAN BE San. - Sanitary TESTED BY CONTRACTOR ON TRENCH BACKFILL 95% ASTM. D-698 0 Sew. - Sewer THE SUBBASE MATERIAL AT AL1. CUR AND FILL TRANSITIONS AND GRADE SAG OPTIMUM MOISTURE d:2X . SCO - SanitaryCleanout POINTS AS SHOWN ON THE ROAD PROFILES. ) SPK VLV - Sprinklr Valve 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND 12. CONTRACTOR SHALL PROPERLY NOTIFY ALL PROPERTY OWNERS TWO (2) Sta. - Station CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. WEEKS PRIOR TO THE START OF ANY CONSTRUCTION (INCLUDING LAND Tele. - Telephone THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VOOT'S CLEARING ON PRIVATE PROPERTY). THH - Telephone Handhole WDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY 13. COORDINATE PROPERTY OWNER NOTIFICATIONS WITH ACSA INSPECTOR. TPED - Telephone Pedestal INSPECTOR PRESENT. Traff. - Traffic 14. DISTURBED DITCHES SHALL BE RESTORED TO EXISTING GRADES AND LINING Trans. -Transformer GENERAL UTILITY NOTES LINK - unknown EXCEPT WHERE EXISTING GRADES RESULT IN NEGATIVE GRADES. NEGATIVE Util. -Utility GRADES SHALL BE CORRECTED TO PROVIDE POSITIVE GRADES BETWEEN W.B. - Will Book I. ALL CONSTRUCTION MATERIALS AND INSTALLATION SHALL CONFORM TO THE CULVERTS. WM - Water Meter LATEST EDITION OF STANDARDS OF THE ALBEMARLE COUNTY SERVICE AUTHORITY WMH - Water Manhole (ACSA) UNLESS NOTED OTHERWISE ON THE PLANS OR IN THE SPECIFlAUTTIORI 15. ALL FORCE MAINS, WATER MAINS AND GRAVITY SEWERS SHALL BE WV - Water Valve INSTALLED WITH A MINIMUM COVER OF 3.0 FEET, MEASURED BELOW EDGE W/Elec. - With Electric OF PAVEMENT, BOTTOM OF DITCH OR 3.0 FEET BELOW EXISTING GROUND. YDL - Yard Light HORIz: N/A T �ALTH 0 f C, VERT.: N/A DAA; IMY 2010 WHITMAN, REQUARDT AND ASSOCIATE'S, LLP DANIEL SEU a oEsla+Eo CEL Engineers, Architects and Planners LIc. No. 023410 DRAWN: YLM 9030 Stony Point Parkway, Suite 2.2'0 513/° FAX: 272-8897'SSIONAL ENa' CHECKEtr (804) 272-8700 RICHMOND, VIRGINIA www.wrallp.com PROJECT NO: 46466-002 Yard Inlet Top=520.33 (A) Inv. In=515.24 (B) Inv. In=515.85 Inv. Out=515.16 Yard Inlet Top=521.95 Inv. Out=517.62 Curb Drop Inlet Top=526.38 Centerline Str.=522.6+/- (Pipe(s) Inaccessible) 24" RCP Inv=487.50 24" RCP Inv=497.92 18" CMP Im.=506.17 18" CMP Inv.=515.54 18" METAL Inv=443.75 15" CMP Inv.=46335 Yord Inlet Top=468.48 nv. Out=465.04 36" BY 36" Box Culvert Inv=438.60 18" CMP Inv=444.40 Yard Inlet Top=451.45 Centerline Str.=447.0+/- Pipe(s) Inaccessible) 5" CMP m. In=451.79 nv. Out=451.25 2" CMP nv. In=422.51 nv. Out=421.97 5" RCP nv. In=516.18 nv. Out=514.42 EX. SAN. SEWER STRUCTURE SCHEDULE ( Sanitary MH / MH 4 Sanitary f2?6 Sanitary Rim=538.65 Rim=401.63 MH Rim=518.88 Inv. In=527.18 Inv. In=397.73 (A) Inv. In=503.62 Q Sanitary MH Inv. Out=397.73 (B) Inv. In=503.68 Rim=541.47 /' Inv. Out=503.68 Inv. In=533.37 Sanitary MH TELEPHONE PEDESTAL Inv. Out=533.02 Rim=405.77 ?ia Sanitary MH ,v Q Sanitary MH CL Inv=395.77 Rim=528.48 Rim=537.32 (Pipes Inaccessible) Inv. In=524.83 Inv. In=524.37 Inv. Out=Inaccessible NAIL lJ Sanitary MH OWATER ® Sanitary MH Rim=405.69 ?41 Sanitary MH Rim=534.10 (A) Inv. In=400.44 Rim=527.33 (A) Inv. In=525.70 (B) Inv. In=400.57 Inv. In=516.23 (B) Inv. In=525.48 Inv. Out=400.26 Inv. Out=515.99 Inv. Out=525.39 Sanitary MH TRAVERSE 0 Sanitary MH Rim=406.87 (%3j Sanitary MH �j Rim=527.31 Rim=537.25 Inv. Out=401.66 (A) Inv. In=516.43 CL Inv=527.47 (Pipes Inaccessible) /e Sanitary MH (B) INV. IN=516.56 NAIL Rim=409.76 Inv. Out=516.36 © Sanitary MH Inv. Out=404.44 3 Sanitary MH Rim=559.88 Inv. Out=542.07 /9 Sanitary MH Rim=529.7 7 NAIL Rim=405.72 (A) Inv. In=517.13 © Sanitary MH Inv. In=394.62 (B) Inv. In=516.91 Rim=454.68 Inv. Out=394.62 Inv. Out=516.91 Inverts Inaccessible Sanitary MH 208 (Force Main) Rim=404 33 `3/ Sanitary MH B Sanitary MH Q Inv. In=393.88 Rim=538.60 Inv. In=533.21 Rim=412.57 . . Inv. Out=39386 Inv. Out=532.99 Inv. Out=392.29 cz Sanitary MH 11503584.542 G Sanitary MH Rim=395.77 ,^I Sanitary MH Rim=411.23 CL Inv.=393.06 '- Rim=528.61 Inv. In=390.33 (Pipes Ir¢coes51ble) (A) Inv. In=517.29 Inv. Out=390.13 USanitary MH 2` (B) Inv. In=517.32 /O Sanitary MH Rim=396.70 (C) INV. IN=519.66 Inv. Out=517.11 3938835.029 CL Inv=393.40 477.080 Rim=408.80 CL Inv=388.5033 (Pipes lnacce5561e) ROD (Pipes Inaccessible) Sanitary MH Sanitary MH Rim=527.09 Sanitary MH Rim=393.85 Filled W/Conc. Inv. Out=518.96 Rim=418.15 CL Top Pipe=416.20 24 Sanitary MH 34 Sanitary MH (Force Main) Rim=384.47 Rim=523.92 11502770.960 (A) Inv. In=375.69 (A) Inv. In=519.51 /2 Sanitary MH (B) Inv. In=375.64 (B) Inv. In=519.51 Rim=401.46 Inv. Out=375.53 (C) INV. IN=520.02 Inv. Out=398.61 485.981 Irv. Out=519.48 /3 Sanitary MH Id's Outlet To River SET 215 3937362.968 Rim=403.39 Inv. Out=365.03 (A) Inv. In=398.24 ROD SET (B) Inv. In=398.39 3936952.343 Inv. Out=398.14 508.511 SURVEY SYMBOL LEGEND FOR EXISTING FEATURES Q BENCHMARK 0 PROPERTY MARKER 200 BUSH TREE (SEE LABEL) Os 7 SANITARY SEWER MH AND CALLOUT WP FIBER OPTIC WITNESS POST SET SIGN 3944002.995 O TELEPHONE PEDESTAL 405.065 UTILITY POLE TRAVERSE WATER VALVE SET WATER METER CO SANITARY SEWER CLEANOUT n LIGHT POLE a GROUND OR YARD LIGHT NAIL STORM DRAIN MH AND CALLOUT OWATER MANHOLE OTELEPHONE MANHOLE 398.021 FIRE HYDRANT TRAVERSE TRANSFORMER SET 204 GAS METER MB MAILBOX O GUY WIRE TRAVERSE & TEMPORARY BENCHMARK SUMMARY DATA BM N0. NORTHING EASTING ELEV. DESCRIPTION 200 3943858.395 11506246.072 395.085 TRAVERSE NAIL SET 201 3944002.995 11505765.664 405.065 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 394033. 11 03910.724 445.2 TRAVERSE ROD SET 209 3939689.884 11503584.542 1 460.695 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 11 502149.966 508.511 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 11501454.137 744 9-68TRAVERSE ROD SET 220 3935504.489 11501205.169 540.931 TRAVERSE ROD SET 221 3936432.668 11502172.461 520.660 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 NF 39,$41/4.963 11 01019.974 519.476 7-R-AvVERs-E-017­SET ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 NORTH FORK REGIONAL PUMP STATION GENERAL NOTES, ABBREVIATIONS AND LEGEND DRAWING 0 %0 SHEET CO -01 RNANNA WATER & SEWER AUTHORITY (RWSA) GENERAL WATER & SANITARY SEWER NOTES 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE 4. RWSA ENGINEER (MICHELLE SIMPSON AT (434) 977-2970 EXT. 202) MUST 7. THE LOCATION OF EXISTING UTILITIES IS SHOTHE PLANS FROM DATA 9. NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES 11. NEW WATER MAIN INSTALLATIONS SHALL BE TESTED, CHLORINATED, FLUSHED TN LATEST VERSION OF THE GENERAL WATER AND SEWER CONSTRUCTION BE NOTIFIED THREE BUSINESS DAYS PRIOR TO THE START OF AVAILABLE AT THE TIME OF DESIGNW AND 0 NECESSARILY COMPLETE OR WITHOUT WRITTEN PERMISSION AND APPROVAL OF THE BLASTING PLAN FROM AND WATER SAMPLES APPROVED PRIOR TO MAKING ANY PERMANENT SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION. CORRECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION RWSA. GROUND MONITORING DURING BLASTING AND A PRE -BLAST SURVEY CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED METHODS OF ON JANUARY 15, 1998, EXCEPT AS MODIFIED BELOW OR MODIFIED IN OF THE LOCATION, SIZE AND DEPTH OF ALL EXISTING UTILITIES, BOTH MAY BE REQUIRED. DAMAGE DUE TO BLASTING TO ANY UTILITIES SHALL BE FILLING AND FLUSHING NEW WATER MAINS WILL BE REQUIRED TO ELIMINATE SPECIAL NOTES. 5. ALL WORK IS SUBJECT TO THE INSPECTION AND ACCEPTANCE BY RWSA. NO SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ANY POSSIBLE CROSS -CONNECTION TO THE PUBLIC WATER SYSTEM. TIE-INS TO THE EXISTING SYSTEM SHALL BE MADE WITHOUT COORDINATION THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD ADDITIONAL COST TO THE OWNER. 2. ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION MUST BE WITH AND THE PRESENCE OF RWSA STAFF. NO WORK SHALL BE CONDITIONS. THE CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL 12. ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO APPROVED BY RWSA PRIOR TO THE START OF WORK. A PRECONSTRUCTION CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR RWSA HOLIDAYS UNLESS UTILITIES AND STRUCTURES FROM DAMAGE AT ALL TIMES, WHETHER SHOWN 10. IN ADDITION TO MINIMUM SEPARATION REQUIREMENTS FOR UTILITY PLACING THE NEW FACILITIES INTO SERVICE. CONFERENCE WITH RWSA IS REQUIRED PRIOR TO THE START OF WORK. PERMITTED OTHERWISE BY RWSA IN WRITING. ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE CROSSINGS, WHEN A CROSSING IS MADE UNDER AN EXISTING FACILITY, REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE EXISTING 13. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY 6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS ADDITIONAL COST TO THE OIWNER. PIPE. BACKFILLING THE AREA OF THE CROSSING WITH COMPACTED 57 EASEMENT. THIS INCLUDES BUILDING OVERHANGS, RETAINING WALLS, (1-800-552-7001). PUMPING FOR TIE-INS TO THE EXISTING SYSTEM. ALL DOGHOUSE MANHOLES STONE TO THE SPRINGUNE OF THE EXISTING PIPE WILL BE REQUIRED. FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES, ETC. MUST BE PRESSURE TESTED PRIOR TO CONNECTING TO THE SYSTEM. 8. EROSION AND SEDIMENT COINTROL FACILITES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. 14. TREES ARE NOT PERMITTED IN THE RWSA EASEMENT. NO GRADING OR FILLING SHALL BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWIISE BY RWSA IN WRITING. RESOLUTION TO APPROVE 7MA-95-04 (C) CP -95-42 Hotels Ml t I Inns, entire floor area shall be deemed to be Light Industrial This UNIVERSITY OF VIRGINIA REAL ESTATE FOUNDATION conditioned upon: provision sha11 apply only For determination Olin footage "Story type of Th -u ••""acl+`" • • 1. Not more than one hotel, motel, or inn shall be permitted. Sees. provision shall not apply to ca(w�la on it - . of parking requirements or other requirements of 7 • Where", in accordance with Section 31 the Code of and Section 33 Such hotel, mt°td, s. inn shatl not exceed two hundred fifty (250) lodgings rooms. Ordinance, nor any reOr [he Zoning er of the Uniform Statewide Building Code nor to 7 COUNTY OF ALBEMARLE Ordinance, S adveia of the Albemarle County Zoning Ordinance, a public hearing was advertised, a public adjoining property owners notified, and hearing any other ordinance or regulation related to type of usage of buildings and structures. Dept. d Pianmre & Cnmmwdiv revoW n.m sot Wlr6re Road \ FC a scheduled on ZMA 95.04, University of Virginia Real Estate Foundation, to consider the 2. Conference facwhim (other than those as may be provided by _ eh.,bn.avile,(804 ws.na 22902-45% tJY 1� (was t9ssszs rezoning of approximately 525 acres from RA, PD -IP, R -I, and LI to PD -IP, as more panic army identified in the zoning Individual ocatpants) shad not be required to rotate internal to nor on the :same site as the hoteVmotellinn, but Z_ ` ^ 3.14,1996 /'C application; and total gross Floor area of!lodging and conference facilities shall not exceed I• Ella W. Carry, do hereby certify that the foregoing ,f(>,� Fv(j('M s Whereas, this application and the attached proffers are consistent with the Comprehensive Plan, 190,000 square feet. writing is a true, correct copy of a Resolution duly adopted by the Board of Su County by vote ofd to � on June 1996. Per, nsors of Albemarle Tbv Rom CttieC Optteting Officer n�^ good zoning practices, and supported by the reasons set forth in the staff report. The time limit to mmmentce the above spatial rues shall be extended for so long as the -.5. Of VQg6110 ACEI Estate FOWdOIIOn Y l,/nt'. Jc-'A'C'T application plan for ZMAs•95-04 remains valid. � I , P.OUnieB x P.O. Box 9033 Charlates.ulu VA 22903 (ji lvt ` Now, Therefore, Be It Resolved that the Board of Supervisors of Albemarle County, Virginia hereby approves ZMA-95-04 BE IT FURTHER RESOLVED, that there are no modifications Putn ant to § 8.5.5 of the Albemarle County Clerk, Board of County Sup 'ors `-� with proffers, such proffers being dated March 21, 1996 Zoming Ordinance, but the following findings are RE: ZMA-9504 - The University of Virginia Real Estate Foundation and being attached hereto and made a pact of this approval. stated for purposes of clarification: PROFFER STATEMENT Dear Mr. Rase: BE IT FURTHER RESOLVED, that included within this approval is the Approval of the following special 1 - Uses and treatment. of "open space" shall be as defined in and UNIVERSITY OF VIRGINIA REAL ESTATE FOUNDATION The Albemarle County Board of Supervises, at its meeting on June 12.1996 approved, the above -noted use permits with the stated conditions: governed by the profffers. Since "open space" is not required for a - ' request in rezone approximately 525 u from RA, PD -IP, R-1 & LI to PD -IP and to .=it rawer urvico boundaries of the Albemarle County Swim Authority to include wamr and Sewer for the North Fork A SP -95- () - 40- 1'6° tom-• conditioned upon: • Planned Developmemt - Industrial Park and provision of open space i5 Voluntarily y prof cre:d by the applicant, the open • • Business Park. This request nemdes the following special use permits: space areas shall not be governed by Section 4.7 of the Zoning Ordinance. 1. Compliance with Seaton 4.14 Performance Standards of the SP -9540 - Laboratories,medical err phermemuncd; SP•95-41- Supporting commercial uses; Zoning Ordinance; 2. TheaPProvai of the Special Use Permits with the extended time for P SP -95-42 - Hotels, motels & imla 2. nmocadon shall not be less than thirty feet from commencing the uses shall not preclude the Board from revoking any special use p for Wilful noncompliance as set forth in ADOPTED the attached resolmim approving zMn-95-04 cold the special use permits. the perimeter the perimeter buffer areas to adjoining Properties not rotated ies n f tlhc Section 31.2.4.4 of tlhe Albemarle County Zoning Ordinance. Final Version: March 21, 1996 within the development. contaIf should have any questionserr comments regarding the above-nolcd action, pkou do not hesitate to ct contact me. 3. The tams General Ora, Light Indionf l and Fla lndustried (B) SL -2141 Supporting Commt r 7 , conditioned upon: as set forth in UREF, Volume 1, Part IX of the zoning application shall, Smaady, in addition to Zoning Ordinance definitions, guide the Zoning I. In addition to proffered limitation not to exceed five (5%) Administrator in use determinations. In the event of definitional I%C1'�nX.tti- percent of total floor area, commercial uses shall not exceed 1 conflict between the Zoning Ordinance arta UREF descriptions, Ronald S. Keel. Cnicfof Pluming n ten (10%) percent of total floor area at any time during p development. phased develo UREF descriptions shalt apply. In such rase in which more that fifty 50% Percent 'Of the floor area for a Flex Industrial is use developed to office uue, the labor floor area shall be deemed to be RSK/blb 1 r Genera, Of fie. In such use inwhich less than fifty (50%) percent «: Amelia of the floor arm for a t Ralnduoia[ rue is devoted to office rue, the In Higgins • • .' • zrussu, • Page 3 of 3 • 1:1GENEAAL�SHARt�BpRaaagl2atp95LaACr I i Pap 2of3 . , • Zoning Application Plan Committee, The Design Guidelines shall no[ be interpreted as supplanting an rP PP B Y applicable design review by the County's E be interpr Review Board); same standards and principles Set forth herein for the Organization(s) to own usage and must include a finding that sufficient capacity exists to support such a our. The County's approval may include reasonable conditions relating m PROFFER STATEMENT • Stotmwater Management Plan, Exhibit 4.2 and maintain the Common Areas. water usage. UNIVERSITY OF VIRGINIA REAL ESTATE FOUNDATION • • • Internal Road Network Plan, Exhibit 5.1 • Road Network Phasing Plan, Exhibit 5.3 • (c) Provide an outline of the procedures and contacts for approvals by the Design Review Commitrm in connection with design and construction • DI. DENSITY • V. TRANSPORTATION REZONING APPLICATION: #ZMA-95-04 • Open Space System Phasing Plan, Exhibit 6.1 within the Project; and 3.1 Total .. (d) Include recommendations to ours for water conservation techniques (ouch low Buiidaut. Total gross floor area within the Project shall not exceed 3,010,000 square feet, excluding nZy<ling centers, picnic shelters, rice and emergency response station(s), office 5.1 lntemal Road -Network. Applicant shall provide vehicular access within the Project by an internal road network generally in the locations shown on the attached Exhibit 5, :. Final Version: March 2l, 1996 I[. OWNERS ASSOCIATION AND DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS(collectively, as flow were and toilets. reclamation, nd water reuse) r -conversing landscaping techniques, waver trailers for temporary use during construction of permanent stroctures, small (trot to exceed 1500 gross floor area Pu building) 'aro g rage n s, and 9 included amenities within Common Areas 1. ( Internet Road Network"). Applicant shall design; construct, and install signs and signalization for the Internal Road Network in accordance with minimum standards of the Vir Virginia De Department University o Virginia Real Estate Foundation (the "Applicant"), through its wholly-owned UREF Research Park, Inc. 2.1 Declaration. The Applicant shall prepare and Property 2.5 Maintenance of Co Areas . The Declaration shall provide a mechanism for P cl as"). Ser year the 'Excluded Areas"). In the fire year of development of the Project, from the date o{ a the County's approval of the Applicant's rezoning, (the "Initial Year") total gross floor area within the Project p Transportation of Trans rtation ("VDOT"), undess VDOT approve. a lesser standard at Applicant's request. Applicant shall make the necessary modifications to previously concocted intersections to the exmnt t that subsequent subsidiary, is the fee simple owner of that certain propett described in rezoning application lZMA-95-04 as Tax Map Reference 32, Parcels 4B, 6A, 6, 18 and 19, less and place on the within six (6) months of the rceoning, a Declaration of Covenants, Conditions and Restrictions (the "Declaration"). The Declaration's be es[ablishin and maintaining g ning all common arms within the Project, including the following: shall not exceed 500,000 square feet, (excluding the Excluded arta either exinin on a °g Set Areas and the roll gross Door Perp'• or as a roved on the mitmina 6 th MICmAhe Pr° pp Ian development of areas with' P m the Project impact such previously constructed intersections, iMludin g modification of the Internal Road Network design except Parcels F-2 and B9.1 described herein the 'UREF pro rt MieroAire Sur Teal P ( Pa Y) 6 Instruments, Inc. is the fee simple owner of Parcel F-2, mom particularly described on the attached purpose will to factittm the planning and development of the Propertyin a unified P(a) and consistent manner. The Declaration shall set forth covenants, conditions and restrictions for The Applicant shall either: i) organize a North Fork Owners Association or such site preliminary P for the Motion Control Pro penny. Ager the Initial Year, the total gross Roof area within the project which may he control Pr to any one year shall not exceed 2 I and signalization for such intersectio B ns. The exact rotation of roadways depicted on Exhibit 5.1 shall be wb'xt t IaVi' 1 o adjustment during the subdivision Exhibit 1.1 (the 'MicroAim Property"). Motion Comroi Industries, Inc. is the fee simple owner of private enforcement only by owners within the Project. The clear intent of the Declaration will be that the County of Albemarle will have no rights or other private, ecru or business a Project (t as may be necessary to address specific area or business concerns of the Project (the "Organization(s)") as non -stock 00,000 square feet, Wer any accumulated undeveloped square feet of gross floor area. For the purposes of the Section 3.1 • accumulated and P ate plan approval protein. Parcel B9. 1, moo Particularly described er the attached Exhibit l L (the "Motion Connor Property"). The UREF Property, the MicroAice Property and Motion Control Property am refetetl m collectively "Property". obligation ro enforce such covenant, conditions and restrictions. The Declaration shall Trot be interpreted as autbmizi an Maxation of state or Albemarle Count regulatory or minimum code � ry organizations under the laws of Virginia for the ownership, care and maintenance of all such lands and improvements owned or entrusted ro such talons the P ( undeveloped square feet of gross floor ares shag mean the u sum of any square feet of gross Floor alta allowed but not developed in the Initial Year and the square feet of roes floor area B Ives than 200,000 5 Road 2 -°"t Standards. as the Applicant, UREF Research Park, Inc., Mlx[OAIrc Surgical instrument, Its. and Moron isms! Industries, Inc. hereby troller [hate me Propene is rezoned by Board standards, exce t as allowed b PD Zoning District. P Y the regulations of the "Common Areas"); or it) directly control well ownership, care and maintenance of square feet not developed in each subsequent year to that dart. (a) All internal roads which serve an area submitted to the County for site plan Boavoluntarily) a'Board")to the Planned Development Industrial Park ("PD- IP Supervisors en Albemarle County (the Park IP"), development of the Property be in 2.2 D � Standards. The Declaration shall impose deign Common Areas, nerss or until a public body ea a government) agency assumes control end/or ownership of such Common Areas. IV. STORMWATER MANAGEMENT AND WATER CONSERVATION approval, (and other Internal Road Network improvements which VDOT and the County reasonably demrmim am necessary for safe and convenient access to eBoard o shall accordance with the fallowing proffers ursuanr to P of the 1950 Code of Virginia, as amended the "Code"),aide livable onions 8 (PP P Section Albemarle of the Albemarle County Zoning Ordinance "Ordinance"). and architectural guidelines for each development area within the Property; the arthkeCtural and design g standards for the respective development areas (the 'Design Guidelines" will ensure P B ) high (b) The Organiza[ion(s), if formed, shall be hound b the Declaration's covenant, y 4.1 Flood Plain. The arta of the I00 -year flood plain within the Project shall remain undisturbed except for such area) shall be constructed or bonded for construction and dedicated ted for public esu. for acceptance into the state highway system at the time of recordation of the final (the • quality arehitxmrai and landscape �esign and a harmonious, well-balanced busirxss cammuni[y. conditions and restrictions cunni with the land. The A hcant or such t� PP • Organization(s) shall be responsible for road crossings, public utility facilities and their cruen s, and 'din trails, and onl to tie extent Such exceptions are °g Pedestrian and 8 Y pf pennittnd by County oNimuses �gulations. subdivision plat recordation for each applicable ar P pp u or at the time of issuance of a • certificate of occupancy for development [f Applicant's Rezoning Application is denied, thea proffers shall immediately be null and the perpetuation, maintenance and function and under a site development plan. void and of no fuller force effect. All of these trofers arc feredshall voluntarilyeine pursuant to the 2.3 Fixed Sra°d rd . of all Common Areas, including lands, ars and facilities located therein. 4.2 (b) Applicant shall construct the Im<rnal Road Network in according a Ordiiunce and relevant sections of the Code. The proffers herein shall not be interpreted to authorize n any person to apply tour standards than thou comained in any: (t) slit statutory, re lam or code ry'• g (a) The following elements a{the Des' n Guidelines shall be referenced in the (c) The Applicant or such Orgaoizatiotgs) dull provide a means for identifying Stormwater Ma e t PI The Applicant shall implement (es pelt of the aim development plan approvals) an Quem!! stormwa[A phases to Exhibit 5.3. The proffer to mnstwct roads to VDOT standards shall not require Su ry minimum standards, or (it) County ordinance or regulation, including the Ordinance, except a Declaration: Common Areas as to location, size, on and control in one or more restrictive covenant, and such covenants shall Set forth the method of assessment for the management la g plan for the Project, incorporating the applicable drainage sheds on the Property and in accordance with the Smrmwamr Management Plan, completion of construction of such roads, or segments thereof, before the issuance of the first eertificatu of occupancy for a huildplg carved by du[ permitted by the regulations of the PD Zoning District. These proffers shall supersede all other proffers made prior hereto, including thou proffers made by Applicant in ZMA-78-I5. (i) Types of materials ro be used in construction of buildings; n6 maintenance of such Common Amu. The Declaration's method of identifying attached as Exhibit 4.2. Applicant's implementation of the Stormwater Mane a thou modifications that comply with design and en inlet e g rom, Plan shall include engineering road, or Segment thereof, w Ion as e g adequate bonds are in place and so long as the Zoning Common Areas shall not supersede any applicable requirement ro identity common standards necessary for approval by the County during the site developmem plan review for Administrator determines that safe and convenient access to public roads is I. REZONING APPLICATION PLANS AND ILLUSTRATIONS (it) Required setbacks from properties adjacent to the Proj<tt, IoVbuilding arras in a site development plan or plat. process Project de..1,ploem. preserved in accordance with Section 31.2.3 of the Ordinance. Before issuance of certificates of occupancy, however Applicant 1.1 Plans Illustration:. ratios, height restrictions; and V a tared Wetlands, t s Wetlands' as defined by the _Enda al M ll1 f Id< f fv' and D I' i shall complete that u P Segment of road which serves the building for which a certificate of occupancy is sought and Applicant has presented, u part of its Rezoning Application, a number conceptual plans and for various purposes, but principally to providetwenty-five (iii) Types of materials to be used and standards for landscaping. (d) The Declaration shall be in full force and effect for a period of not Tess than 1.5_in effort on the date of then proffers, shall not be disturbed in the project except far the d land esu of roads, permanent retention with at least the base and one (1) layer of plant mix asphalt. The final layer of plant mix hal[ io on which it justification for the rezoning action which it seeks, and to illustrate the process through which the Applicant developed its development 2.4 Duien (1, idel'nes. The Design Guidelines else shall: g (25) years and dull be automatically extended for successive periods of twenty-five 25 ry- ( )years unless terminated in a manner Set forth in the Declaration. rads other uses approved by the Count ponds, utilities and walking [mils, it any y after ohtining all necessary federal, state end local permits and approvals. as P Y . ma be withheld until all Sower lines, water lines and other conduits have been placed under the pavement but will be completed to an approved VDOT proposal. a with Applicant's of the Properly (also referred m herein asApplicant else. "Project") shall be in accordance with Anance. tU Zoning Application Plan (the "Zoning pavement depth and design before the request for VDOT Meatus., of the road. - Application Plan"), as provided in the Ordinance. Unless specifically referenced in these proffers, all illustrations (a) Provide the standards for development within the Project and explain how such P - mallards am implemented; ) P (e) If treated, the OrganiratioMs) sMll contcue th effect 5-a as [o mmol the availability of the facilities end land thereby provided and to maintain the Common 4.4 Water Co at No single industrial or commercial real user which propose, a use that shall be responsible for the maimenatse of the roads within the Internal Road Network until they have been accepted into the rate system for plans and submitted as pas of Applicant's retuning application shall be deemed illustrative plans only, and such plans and illustrations shall not be deemed proffers. Areas for their intended function. Such Organization(s) shall not be dissolved nor shall well Organization(s) disponi will require more then 125,000 gallons per day (average daily consumption) of potble wamr shall be Potable consuucmd without obtaining County approval. The County shall consider whether maintenance. the following plans, which (except for the L2 Plan Exhibit. These proffers shall one (b) Provide for a e nt s t a Design Review Committee of which the Applicant shall have a ant unless or until the University ty of Virginia occupies a[ lean of any Common Area spam, by sale or otherwise, except to successor organizations conceived and organized under the 8 to approve wch a user through the same procedures as required in an application fors special use same notice Pe Permit (including The requirements. , pubic hearings, and Planning g Commission review in the for �ning Application Plan) are limited to the purpose far which they are referenced in a proffer: t. (The • ore Seat. (The County of Albemarle µi11 not participate on such Design Review • use comas far �Oatidenn6 a special use perm([). The County's approval shall be limited solely to Tawas of water el • • ' 1 2 3 4 5 -2nl: z4PLAN 610 M {�$1,LTH p�., r SCALE'. NIA VERT.: _N/A ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD DRAWING SHEET 04-23 09 YLLATE '- PRELIMINARY SITEIONS COMMENTS WHITMAN, REQUARDT AND ASSOCIATES, LLP Engineers, Architects and Planners � x � J. SE a I Lic. No. 023410 DATE: MAY 2010 CEL DRAWN: YLM CHARLOTTESVILLE, VIRGINIA 22911 3 OF C0-02 NORTH FORK REGIONAL PUMP STATION 9030 Ston Point Parkway, Suite 2F20 Stony y' FAX. 272-8897 (804) 272-8700 RICHMOND, VIRGINIA www.wrallp.com �o,�Sl3iro SSIONAL EEG CHECKED. DJS PROJECT N0: 46488-002 RWSA GENERAL NOTES AND NORTH FORK BUSINESS PARK ZONING PROFFERS %3 5.3 Phases of Development pp Y -----�vi.4 The Following schedule shall apply for determining [he timin oP road improvements set forth in 5.4 below: (17 Nate: The use categories in the clients about shall have the following definitions for the purposes g p � "Generat � q ( (2) Applicant shall acquire or reimburse the acquiring governmental entity for for a building constructedafter construction of the Maximum Total Build- "D", or better for U.S. 29 and Route 649 intersection) can be maintained with existing, or alternative improvements. 8 of this Article V: Office" shall mean business and professional office uses az in Zoning q Isition costs, if Applicant is unable to acquire) right of way for, design out, Phase I 80,000tgro gross Boor area). lithe[ shall dedicate APP rete and widen • PHASE 1 contemplated the Application Plan and Zoning Application text. "Hotel" shall • have the definition ser forth de the Ordinance. "Support Com mean those Vil" and construe[ two o0rdamund left arm [an" on U.S. 29 at the intersection of Road A (North Fork Entrance) and U.S. 29, Applicant shall ro four lanes the two lane in the pr road extending from U.S. h i ani • when traffic volumes within the Project tree« the t«rA for such widening. (d) Applicam shall dedicate within its Project, an area e 1 , necessary for construction of a • grade separated age. The approximate location be Land uses listed on the "Non -Residential Land Use Guidelines° Table, Village and Use le. Village Neighborhood Service acquire (or rcimburtt the acquiring governmental entity for acquisition costs, if shall error nt designated on Exhibit 5.3 as "Furore Right of Way Ana for Grade Sepan[ed [nmrchange.° Use (l) Maximum .- Areas, Typical Primary Uses Section, in Section 9.0 of the Ordinance following Applicant is unable to acquire) right of way for, design and construct a -charmelized (2) Applicant shall design, dedicate and cOmtmct at the Route 649 entrance: Applicant shall dedicate such area without consideration, and when the interchange Cumulative ��-) as., ba be the uses: copy centers, florists, newsstands, PIPs and tobacco shops, barber and beauty shops and tailor shops. g muthbonM light Nm lane on U.S. 29. The Road p exit shall include dedication, design and construction 'two southbound left mm lanes on Road A, one southbound right mm lam: on Road A, and two northbound through lanes on Road A. is to be constructed. It is Applicant's desire [o participate in the design for such interchange so that Applicant may Maximum Buildout to be accessed by Road A of two eastbound left Nm Ianee and two eastbound right man lanes. The entrance at Road A also shall - preserve the aesthetic famrcs of the Project's entrance. ' (all uses): (2) Note: Total gross floor area, in square feet. g include dedication, dlesi n and construction of two westbound through lanes. (3) Applicant shall construct at the intersection at Road A and Route 649: one Support Commercial to 85,000(2) 635,000 (3) Note: Nothing contained herein shall restrict Applicant from sharing the mix of land use types B (3) Applicant shall immill, or pay for the installation westbound right mm lane on Route 649, and ane eastbound left min lane on Room 649. VI. RECREATIONAL AREAS AND OPEN SPACE Maximum Build -out to be accessed by RL 606 (all uses): within any Phase of development in accordance with the Project Zoning Application Plan. of all traffic signals i nals necessary pRecreational ry far appropviate traffic control at tbe Improved inrerse cion at U,S. 6.1 Developed d A Applicant shall develop active recreation and picnic areas Genual 345,800 Office limited t proffers that the runt build -outs Hotel, General OBim and Support Commercial use for 29 and Road A no Jailer than completion of the two northbound left corn lanes on U.S. 29 (c in proffer above). If (4) Applicant shall design and instal) all traffic signals necessary for appropriate traffic control at the intersection of Route 649 and Road A as improved in as shown on the attached Open Space System Phasing Plan (Exhibit 6, p, Phasing of the Open Spam System improvements shall follow the Phasing schedule of proffered road improvements C Support Commercial limited to: 25,000 it d to: 25 any given any given Phase shall not exceed the gross floor area )imitations shown in the chaos above. In instruction road is added m such intersection m satisfy needs of other development in Satisfy rued ve opment i at' satisfying these Phase II road proffers, but no later than when a need is as set forth in 5.4 above For example, those open space improvements described for Phase i on Exhibit 6.I aha ll 5.4 Proffered Road Improvements. requirement shat( not include the County however, Applicant's seal improvements created by the Project be completed before construction of the Maximum Total Build -out, Phase 1, as «t faith in 5.3. Such Maximum Total Build- Build -out, ase I (all uses) 980,001)(3)road Applicant shag design, construct and/or contribute far improvemenn in phases. Road improvement proffers in this section 5.4 shall not include mzation xrvirsp such additional mad. (c) Construction of improvements may p y proceui up he the Maximum Total Build -nuc, recreation areas, unless conveyed to the County, shall be maintained by the Applicant or an appropriate Organization for use by users Within the Project. Applicant shall convey to the County, PH SE �t dedication of IoM unless expressly provided for herein. All construction by Applicant of offsite road Provided that all conswction of the corn lanes is completed within 10 Phase IH described in 5,3 above if any one of following conditions shalt have t without consideration, the ball fieldsMing depicted on Exhibit 6.1. Active recreation areas will trot be r improvements shall be conditioned upon the County or VDOT obtaining required right-of-way, (if years from the date of frna8 approval of this Application, Applicant shall be been satisfied (but such conditions shall not be conditions for constructing the lighted with field or stadium lighting. Maximum such right-of-way is not owned in f e simple by Applicant), unless expressly provided herein. So long contribute upon completion of two left mm lanes at the intersection of U.S. Maximum Total Build -out for Phases I and I1): Cumulative as Applicant is ready, willing and able to construct an improvement as provided in these proffers, 29 and Route 649, due total sum of $78,718.00 (Applicant's "Contribution" (he 6.2 Space. Applicant shall restrict development of areas not shown as development lopment Land U !13 call cat even though d« necessary right-of-way a not available, (and in the instances in which Applicant has �ffeted to right-of-way, and the Applicant has pith ). at the foregoing, the Applicant's • Contribution (q Applicant shall design and construct (within existing right of way) the • parcels on the O p y ng pen Space System Phasing Plan, sub' boundary adjustment once are tablished by (and the boundaries • General Office: made good efforts ro the land be used, tie may be rased, a[ the County's discretion, to rand prior [o addition of a third southbound through lane on U.S. 29 from the entrance to plat n pito later shown on be adjusted from thou depicted on Whibj[ depicted 1068 000 Support Commercial: i r such llFcessa for such right-of-way) p ry e y) Applicant shall test be impmv from developing the approved he app density build -out undo the applicable zoning, unless the improvement is otherwise required by Com i portion of the design and engineering costs in pinion a the pe widening omen to expedite the wideni P ng of Route 649 from North Fork at Road A to Route 649. In the alternative, if VDOT requires, and the County's ry Pp scant shall contribute an amount equal to fiction 6, q. In no even[ will the total area of such undeveloped aped areas, including the Green Belt (defined in 6.3 below), Buffet areas (defined in 7.2 below), ) and recreation areas described 10,000 Hotel: applicable regulations or ordinances. Unless an earlier time is required below, the road improvements two lanes to four lana x long as Applicant is asffordad the opportuntty to participate in such design c, t a r the design and construction cosh which would otherwise .S contributed29fo by in these Proffers be less than a total of 200 acres. These areas shall be for the use and enjoyment of ) y the 190,000 described in this Section 5.4 for each applicable phase shall be completed or bonded, or contributed PP P p and enginceri ng process. In the even[ that the Contribution, after it is Applicant for additional southbound through tau on U.S.29 for the on residents of the Project, subject to the restrictions Applicant y imposed by the Dion Maximum Tocol Build -put, Phase [I ail uses ( ) 1,568,000(3) for set forth below), before constructing each phase's Maximum Total Build -out as se[ forth in 5.3 received by the Country, is not used. within Ia Years either for construction st uctin purpose of constructing of a grade xpara«d interchange at du intersection dedicate such undeveloped areas [o the North Fork Owners Association or to For or to appropriate, Organization. above. e. of the corn lams, or ffm the design and engineering corn for Route 649 Wires°B• then the Contribution s1s1I be Mated to the Applicant, of Route 29 and the entrance to North Fork. Nothing contained herein however shall be deemto be a proffer by Applicant ecas act such a No structural improvements older than utilities, pedestrian and ridin tnOs and Pt g riding ing Common Area amenities shall be constructed in these areas. Applicant does t intend by this wt • (a) Applicant shall satisfy the following Phase I road proffers.before the Maximum without grade separated interchange. proffer to subject these areas to Section 4.7.3 of the Ordinance, if such areas a« not currently governed by PHA ifi Total Phase I shown in 5,3 above) is constructedel or earlier if (i) in such ordiname. ed this or specified it this 5.4 (a), or (d a need a created by such development and is @) Applicant shall satisfy the Folilowing Phase II road proffers before lire Maximum (2) Before the issuance of the fret mnifica« of occupancy for improvements in m demonstrated by a study approved by general, the proffered Total Buildout, Phase is oro (but rut before the Maximum Total Build- excess of the Total Maximum Buildout, Phase H, VDOT shall have 6.3 R' i G Belt. Applicant shall reserve a 100 foot wide area along the bounds of e se vervetraffi Phase I road improvements shall be az described on Exhibit 5.3 attached hereto, P bed on x to set foa out, Phase I is constructed) (as set Forth in 5.3 above) or earlier if °) specifled in a approved funding for the design and construction of the widening of U.S. 29 the Property and adjacent to the Rive= River ("Green Belt'). No structural improvements other P Notwithstanding the foregoing, Applicant shall be permitted to construct beyond the this 5.4 (b), or (if) a need is crated by such development and is demonstrated b m six through lanes between the entrance to North Fork at Road A to Route than pedestrian and riding trails, and utilities )shall be constructed, or erected within the Green Belt General Office: 0 Total Maximum Buildout, Phase I in advance of satisfying all Phase I road a traffic sandy approved by VDIOT (provided however that if the site development 649. without the consent of the County. Applicant may grant across the Green Belt utility easements, and Support Commercial:0 A.a.) proffers, if a traffic study approved by VDOT demonstrates that the following intersections will function, with the proposed additional building construction, at a plan review process does not otherwise require Applicam to supply a traffic study, Y Applicant will provide at leash a traffic count upon the County's (3) Construction rosy nevertheless continue in excess of the Total Maximum access easements to the Rive= River for the users within the Project and thein guests, and may at its option, build pedestrian and siding trails or similar uses of the area. The Green Belt shall amain Hotel Level ofService(ij) Route 606 (";" (LOS D) an better. (i) Route 64; and Road request far evidence that such need has not been created): Buildout, Phase It put in m event beyond the limitation contained in 3.1) undeveloped except for pedestrian and riding tails and to dee extent necessary to acoommodare 0 Maximum Total Build Run, and Quail Run, (iii) Route 606 and Route 649, and ry Road A and U.S. 29. and without all the mad improvisations having been completed as contemplated uulrtla crossings. At such time as the County decides [o establish along the Rivanna River a public -out, Pha (37 g 1 (!) Applicant shall design, dedicate, and comwct within the Pro'ect a two lane in (1) and (2) above so long as Applicant can demonstrate to VDOT through area or park within the Green Belt, and upon a request by the County, Applicant shall convey the (1) Applicant shall design and construct a northbound mm lane from Roues 606 collector road extendingfrom U.S. 29 ro Route 649 through the North Fork traffic studies approved by VDOT that acceptable levels of service (LOS Green Belt to the Court without rY thout consideration, provided dte P uses allowed for utilities, and pedestrian • • ohm Quail Run for approximately 150 feet from the existing Intersection. Project within six months of the nsuarm of the Fint certificate of omupancy • • �d riding train, etc. arc nomad in the deed. The Green Belt may continue to be mainuincd by the pplicant, at in option. 6 7 8 9 10 it is proffered, with such use being undertaken within twenty (20) years of receipt of the property by ' 6.4 Cemetery are ice Pit Site. Applicant shall not disturb the existing Family cemetery located the County, then the property shall be used as open space. STATE OF STATE OF •les- .: v�.a..ry Approximately in the arca year shown es the Open Space System Phasing Plan. Applicant 1X. PROJECT PROGRESS REPORT U ry'' shall complete within om year of these proffers, a preservation plan which incorporates the cemetery, CITY/COUNTY OF s�.i.� Qi.6 „<.-.,-t:.�, TY/COUNTY OFQ.- ice house and former homestead site into the development of the Project. Once completed, the C[ servation plan shalt be filed with the County i accompany thew proffen. The of preservation plan 9.1 Protect went, its succeant shall submit a sport to the Department m fi planning and • IX. PROJECT PROGRESS REPORT • The foregoing instrument --was before me this -� � ��� '''�77 • �) �omity int Development or its successor, every 3 years. The «pan shall outline the development day of I 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 ;-� / those interred in the cemetery. The plan shall include a m elegy far poral ing Chex sites, The plan activity in the Project over the applicable period. pt' Pp p g Y u 2 . I Lo 5 �12.of the University of V' shall be implemented as .Bre areas surrounding the sites a« developed or as necessa �- 9.1 Project Reoon. Applicant shall submit a report w the Department ofPlanning and 1996, b l�' `, � (7 c Lr as Ute University of Virginia Ral 1996, by i,.... tau'-- �l 1 •'t- ty Virginia Real P B p ry in ower to X. SIGNATORY Community Development, or in successor, every 3 yam. The report shall outline the development ' prevent further degradation of the sites from the date of these proffers. P activity in the Project over the applicable period. Estate Foundation on behalf of the Foundation. panic Foundation on behalf of the Foundation. VII, LANDSCAPING AND BUFFERING 10,1 C¢Bi[ellf4. The undersigned certifies that they am the only owners of the Property which is the subject of this application. X. SIGNATORY My commission expires:_ 09- 30- y My commission expires: E 9 - 30 -td 4 " 7.1 Landscapin¢. The Applicant shall landscape all Project roads in accordance with the standards contained in the "Exhibit D. UREF's North Fork Street Tom Master Plan", filed with the 10.2 The Applicam, 'These proffers shall run with the Property and each reference to the 7T /�a �(j�'.e.. ?__A Albemarle County Planning Commission on November 1, 1994. Placement of tees and underground "Applicant" within these proffers shall include within its meaning, and shall be bindingupon, 10.1 Certificate. The undersigned certifies that they am the only owners of the Property which [SEAL] No Purim utilities shall be designed to avoid root interference with such utilities. g Applicant's successor(s) in interest and/or the developer(s) of the Property or an P is the subject of this application. ry (SEAL] Notary Public g Property. P Y Y portion of the 10.2 The Applicant. Them proffers shall run with the Property and each reference in the 7.2 Buffer Areas. Applicant shall not djsmrb the Buffer Areas as depicted on the Zoning UNIVERSITY OF VIRGINIA REAL ESTATE "Applicant" within [hese proffers shall include within in meaning, and shall be binding upon, Application Plan, other than to: i) construct signage, fences or walls, if) remove underbrush, or !it) FOUNDATION Applicant's successor(s) in interest and/or the developer(s) of the Property or soy portion of the STATE OF V7ro�'v.;r� STATE OF plant landscaping trees for screening. Applicant shall plant additional landscaping in Buffer Areas as.� ^� Property. required reasonably quired for screening. Applicant shall plant durable laws on Parcel H-7 (as identified on -. By: 1 I"n'. t-c7Sr-P CITY/COUNTY OF ill ,.,�-,-� CITY/COUNTY OF O -e the Zoning Application Plan) prior to commencing construction of improvements on parcel B-7. The\ r UNIVERSITY OF VIRGINIA REAL ESTATE Q V.t, purpose of planting additional ewes in this area will be to provide screening to adjoining residences. Title: tch ,:�'r7.( ', ie.., FOUNDATION The foregoing ionmustm was acknowledged before me this 4� day of L\ The foregoing instrument win acknowledged before me this day of LX (L, • VIII. FIRE STATION • • BY 496, by �rrr.• n on behalf of �6, by,_Fa i e 2hZ. , on behalf of UREF Research Park, Inc. UREF RESEARCH PARK, INC. r� -) - 31- 9l - 8.1 Fire Station. Applicant shall dedicate to the County, at County's request, to a By. k It �+-L f��,q Title: My commission expires: My commission expires: O q :b U - 9 i:' maximum of five acres for the purpose of construction by the County of a fix and emergency response facility; provided however, that Applicant shall not be required to dedicate such land until Title: l_�se r C1v,.-;.,� D'%-iicel UREF RESEARCH PARK, INC. [SBA!-] Nonry�PubBCJ�� [SEAL] Notary Public the County has included such a facility in in Capital Improvement Plan (CIP). The five acre Parcel _ F' --`- shall be located on Parcel 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 offsj« that n MOTION CONTROL INDUSTRIES, INC. acceptable to the County. So [hat the Project's design integrity, as contemplated in Applicant's Design Title: ' Guidelines, may be maintained it is Applicant's desire that it be consulted oa the exterior design of the , fire station if it will located within the Project, Applicant shall contribute funds for, or provide BY, directly through in own programs, hazardous materials training for County fire and emergency Title: MOTION CONTROL INDUSTRIES, INC. personnel. Applicant's contribution of funds shall be limited to funding for up to 2 sessions a year for 3 3 years, beginning with the completion of the County's B« station. BY 17 ✓ ,� ,C} 8.2 Hazardous Materials, No Hazardous materials, including medical wastes shall be disposed within the Project. ROAMS SURGICAL NSTRUMENTS, INC. Title: (/ r a• i ! %i'j' �y n % , 8.3 Disposition of Dedicated PmI In the event any of the property dedicated to the County pursuant to proffers 5.4(b)(1) and (2), 5.4(d),6.1. 6.3, and8.1 is tot used for the purpose for which MICROAIRE SURGICAL INSTRUMENTS, INC. it is proffered, with such on being undertaken within twenty (20) years of receipt of the property by Title:. County, [hen the property shall be used as open space. • By: • Title: • • i 11 12 12 13 14 N0. DATBY E WHITMAN, REQUARDT AND ASSOCIATE'S, LLP Engineers, Architects and Planers 9030 Stony Point Parkway, Suite 2Z05 (804) 272-8700 RICHMOND, VIRGINIA FAX: 272. www. wr¢llptocom m � �p,LTH l (, DANIEL J. SELI v ,pug. No. 023410 ? 131(orl{ SroxAL ET HOWNSA VET.: NIA DATE: MAY 2010 D ar E,ra, CHECKED -06 PROJECT NG.: 46466-002 ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 DRAWING 4 OF 70 SHEET CO -03 PRELIMINARY s [A °43-09 YN COMMENTS NORTH FORK REGIONAL PUMP STATION NORTH FORK BUSINESS PARK ZONING PROFFERS NORTH FORK STATE OF N .,_- ' NORTH FORK - NORTH FORK ` . BUSINESS PARK aaam- ._. , NORTH FORK /. CITY/COUNTY OF 0�.� -fir BUSINESS PARK BUSINESS PARK .; '" / BUSINESS PARK f;. •` • !,/' ,' f The foregoing instrument was acknowledged before me this Sq,_ day of Nbeni"'�'"N'°k �A*°N.n az�•u� T Z _ 1996, by }3..,, "t '1.- on behalf of Motion Control IrWustties, Inc. MY commission expires:Y 2q _ y H� 7'. , y"' 1 �..&z' .« •gF [SEAL] _ No Public y H -/lc g e x cs ! r ,,,c,+�i er d a+. J 4 MANE M. GA NelkryP al 5 .1 N.N.w Yoek i{AMmSNILeD ' / G p Jj Q \ L •j / \ .F ♦ ° .. W No. 5006517 NB)N W ♦.. q. L net i 'r �. .. `- / °v..N�' ,l B 9 1, Oualilied' G dWCounty.+a/ Camra uan Eco res Feuaq ,3.191.7 .,yam BJ 1:,• � , .\I ,, !�' 1 / �j � �(� � s aN V � V ♦ � www+,+ Ba /(�{,`,�, �\ mss.•✓ e .1 �' i g� B� ♦, '\\\ \/, ��,�'' ' e �/ 8' }b YB • x 9ecwax'; b G \ ,� jl., I, LA[L�FI'Ii 11 HY ', J4' a / w an J .Nk'Fi M(•Fi� 6-13 l L /(' DAD C' 1 JF l 11J F9 ! / Hw-Il -t'{��•C„ ) m�e° aiR .. )�a r __.. � r e tlux��mW I * vaSa,9vwsvopnokPauC.00< VD ............ ........... ,.,� SWM Phasing tholes - Elk � / net �•' '%��sz c Legend X nr ❑J d Notes^ ...._ :i .$ • .�•�� / - - �r.t_-- • e9 ,................. ❑ 1� 3=— _= µ8r„, O�a I « r.r. SfORMWATER MANAGEMENT & SMPs Unvervty of Vg+ . ® E%FFOBR53 un ® throver EXHIBIT 9.2 Real Estate Fonndaraony ® pDHHIf5.1 Film uof niveri RW &mgear.FPun ISFHBR 6.1 Fri atlas DTMNAL ROAD NETWORK OFF-SITE AND INTERNAL ^�+ OPEN SPACE SYSTEM a.� Mc Kee/Carson .,,....., ROAD PHASING Mrr a/c.r�a PHASING PLAN runes. ^ ^ +�,� _I� � � '7t .n. b.✓ LNif y/ . I� =�.� l � l r- ' 1 NORTH FORK:'. zMf1 7 P 7 BUSINESS PARK AlMmade Cooaly, Vaairva ' �R �,'' NORTH FORK f BUSINESS PARK ATTACHMENT D xi ` ` la: l ♦ COUNTY OF ALBEMARLE ♦. During public hearings on the Comprehensive Amendments which preceded the rcwning ° 4 �\ ♦ 9 401 1414,1- R -d - Baboon, residents m the Rte. area expresseded many concerns about the proposed North Fuck : @ • CnaEmlesw c. Vv9 role ansa leosl :W"a[C3 Business Park. in January, 199$95 sniff received copy ofa letter from Lake Acres to UREF which ( - w x � � "'"• ��."�' proposed inclusion otagrenments betweenAcres Lake Acres and UREF as °specific provisions in the _ final re zoning agreement between the County of Albemarle and the University's Foundation," The Noy 36. 1999 im4nal Lake Acres proposal contained 12 items. R, v It r '�' ' rr r 1"7 ,• awM In response to thea wncems: , + \\ �y� ,- was.. jet. Martin. r� 04' =�❑', ♦/ - \ /� PO Box 56W I UREF modified the Application Plan to show a 150 foot setback buffer along its entire Clmricincrolle VA X3905 . frontage on Rte. 606. ✓' 7 t U ala Be.naren PW lul Nnrfh Furl: limited Site B-7 is limited ab p �f ap3r parcels 48, .6A Toa Map J3, Paaxtl9 3B, 6.6A 9atl 19 2. Sites A B -f, and B -q are to general office uses. general \' H.�� - and Flex/industrial uses, while Sites B -Rand F -IA are approved for general office, 3 / 1 t y' _ '"♦ / �, \ Drat Mr. Mande. . floffim Flex/indusmal, industriah and laboratory uses. Wi /b� H.g ` - r ei \;4' d_ p ;&„ -` - n -s r TTe .Albemarle Cwnty Bavd or Supervimrs, al iu matingon LLy' i 1999. mamo oust., appmvetl n¢ bwldi9gsetaacks Wong inromo➢�mi�road _ in addition to a icable Cou regulation, Regarding and concerns, pp tIC j•..- I, .. 1 r� ♦ n ''1 ';wee^ J i - - �,., „,. above-nomditin roamend ZMA-95nato reduce dghaaf-way fmm 50ro 10 feet. .,. be pl UREF has developed a master stormwater management plan, proffered to be implemented developed :v, 1J�.. , ,.. .coca's _ • damirn,-rioted aceto¢ do net head.. to in phases. hym,hood have any aveart. rcomment, regarding please contact me. 4. UREF amended the proffers to include proldbition of stadium or Eeld lighting of the swcooly. recreation ama/playing fields in the open space area between sires B4 and B-7 (Staff Al r' recommends that this not be deemed to be a prohibition to appropriate security and street w. lighting). I v S. VDOT hes agreed to s[affrecemmendationthat bridge weight limitation signage be placed F;a H.11 a J > / ... I I •' e3a voa Nolen ma i . _ V. way1N ttalaoer6 Commme9' lopmem a the Quail Rutl/Rte. 606 intersection. While this would not prohibit truck traffic on Rte. Run, it be forewarning to responsible truck drivers. - �� - -. _ ITredorafPlamdn & 606 north of Quail would a y 6. VD07 has agreed to delete recommendation that a dedicated right tum Lane be • ' ♦ SWM Phasing N .« - ' ' try 6H ':� "- •- �_--�^_ — Cc: Amalie M,Coley constructed from Quail Run onto Rte. 606. Such a feature could entreat general traffic to D EIT-„^ .a_..-._ •x S 1 yip �\ do Pry t Wro ,.�lY ' Sr y_^ . fuk Kelsey travel north on Rte. 606. ."p- 1 916 ice''¢-• =s ???max -=5: Tex Weaver Save Allsnouse 7. UREF changed the Plan to delete direct access hem Site to Rte. 606. be Adlamu ow„ers _ _ � swill a with direct All development rotes will be accessed only by the internal road system with no direct _- ,cuss to external roadways. _ '\•7 ©Ri-1cti;�--•C-n'- t..Ap➢retial Bowers $ ! r+, Me and rand tfee ?�_� '�Ll.. :t -s' • L gzr- air 07 ®. STORMWATER MANAGEMENT &BMPs Urdveniry of Vicgada � a, � �. � EXHIBIT A.2 R¢al Estate Fo �dat ZONING APPLICATION PLAN Jy y urd Reel Estate versiryFomaf vudabongw„u,'I`a �.wwCarson ��n� i ,ny rl..ll ..._...._..,moo.. � "r -..-.r-. /.,�y«;+.✓ exnr, .y — oS'2¢P2010�EsJS-� _ - n PLTH OF+ SCALE: ALBEMARLE COUNTY SERVICE AUTHORITY DRAWING SHEET i NO. DATE EY REVISIONS 1 04-23-09 YLM PRELIMINARY SITE PLAN COMMENTSAli 3 p HoRQ; N/A vExT.: N/A 168 SPOTNAP ROAD 5 DATE: MAY 2010 CHARLOTTESVILLE VIRGINIA 22911 WHITMAN, REQUARDT AND ASSOCIATES, LLP DANIEL J. SELI 9 °NED CEL OF Engineers, Architects and Planmers tic. No. oz34to DRAWN: YLM NORTH FORK REGIONAL PUMP STATION CO -04 DF S 9030 Stony Point Parkway, Suite 2%20 Zi �(e�;` CHECKED• uS NORTH FORK BUSINESS PARK ZONING PROFFERS 70 FAX: 272-8897 roN L (804) 272-8700 RICHMOND, VIRGINIA www.wralip.com PROJECT NO: 46466-002 16' PLUG VALVE TO BE CLOSED (UNLESS PUMPS ARE IN USED ADJACENT WET WELL) UNDERGROUND 8'X13' PRE -CAST CONIC. POINT NO. VALVE VAULT WITH 06' HATCH 9'X14' UNDERGROUND PRE -CAST APPROXIMATE FEE SIMPLE CONC. SURGE VALVE VAULT WITH TWO ACQUISITION LIMITS 3'X6' HATCHES AND A 3'X3' HATCH (AREA=0.61 ACRES) ABOVE GROUND 3 TON 3942861.36 MONORAIL WITH HOIST ABOVE GROUND 3Q GOOSENECK ABOVE GROUND (4) yENT (TYP,) HOIST SUPPORT 3942879.34 STRUCTURE (TYP.) BUILDING CORNER 4'X8' CONC. PAD 6 GENERATOR (SEE NOTE 3 & 5) 18 -: TRANSFORMER (SEE NOTE 5) .. 11504938.33 CORNER OF PAVED LOT 6'X10' PRE -CAST CONC. 3942941.43 FLOW METER VAULT CORNER OF PAVED LOT ® 3942943.61 11505007.87 a VARIABLE WIDTH PERMANENT,, EASEMENT 1 �1 39422949.99 PLUG/CAP _,". / 19.6' --•-�- _ 10.0' TEMPORARY / EASEMENT Mixed FUTURE i6` DI FORCE MAIN N NOTES: 1. AN APPROVED 1" REDUCED PRESSURE PRINCIPLE ZONE (RPZ) BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED IN THE PUMP STATION CONTROL BUILDING REFER TO MECHANICAL SHEETS. ALL OTHER WATER SERVICE PIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE UNIFORM STATEWIDE BUILDING CODE. 2. CONTRACTOR SHALL COORDINATE WITH RWSA AND ACSA DURING CONSTRUCTION OF THE CONNECTION TO THE EXISTING RWSA 12" WATERLINE. CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT THE RWSA 12" WATERLINE DURING CONSTRUCTION AND TAPPING. CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATION, THE OUTSIDE DIAMETER AND THE PIPE MATERIAL OF THE 12" WATERLINE PRIOR TO ORDERING THE TAPPING SLEEVE. RWSA SHALL BE CONTACTED 3 BUSINESS DAYS IN ADVANCE OF THE TEST PIT AND SHALL BE PRESENT DURING THE TEST PIT. THE TAPPING SLEEVE SHALL BE APPROVED BY RWSA PRIOR TO BEING ORDERED. THE TAPPING CONTRACTOR SHALL BE APPROVED BY RWSA PRIOR TO THE TAP. A MINIMUM OF 3 BUSINESS DAYS NOTICE SHALL BE GIVEN PRIOR TO INSTALLATION OF THE TAPPING SLEEVE. THE 12"X6" TAPPING SLEEVE AND VALVE SHALL BE INSTALLED PLUMB. FOLLOWING THE PLACEMENT OF THE 12"X6" TAPPING SLEEVE, A CONCRETE PAD AND THRUST BLOCK SHALL BE PLACED UNDER AND BEHIND THE TAPPING SLEEVE. NO PERMANENT CONNECTIONS TO THE POTABLE WATER SYSTEM ARE ALLOWED UNTIL THE NEW WATERLINES ARE TESTED, DISINFECTED, AND READY FOR SERVICE. SEE RWSA GENERAL NOTES ON SHEET CO -02. 3. THE HEIGHT OF THE PROPOSED GENERATOR IS APPROXIMATELY 12 FEET. THE COLOR OF THE GENERATOR SHALL BE SHERWIN WILLIAMS EVERGREEN (COLOR CODE 6447) OR EQUAL. 4. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 5. SEE STRUCTURAL SHEETS FOR EQUIPMENT PAD DETAILS. #03200-00-00-000AO UN/Vfg,517Y OF V/RG/N/A FOUNDA T/ON UNDERGROUND 8'X13' PRECAST CONIC. D. B. 27/2, PG. 325 VALVE VAULT WITH 4'X6' HATCH (2) UNDERGROUND 10' DIA. PLA T` D 5 / C'84, PG 225 PRE -CAST CONIC. WET WELL WITH TWO 3'X4' HATCHES UNDERGROUND VENT PIPE (TYP.) _ CAST -IN-PLACE DIVERSION STRUCTURE WITH A 3'X3' AND A 4'X6' HATCH. SEE STRUCTURAL DRAWINGS FOR DETAILS YARD HYDRANT 7 ABOVE GROUND GOOSENECK VENT (TYP.) I I m 8' TALL DECORATIVE FENCE BUFFER I(FROM RTOP ISEE DETAIL, SHE/ETT C4-03 (TYP.) OF STREAM BANK) I 777_ 1 15" RCP CUL'�ERY PLUG 12" DI FORCE MAIN y'b (FOR PLAN AND PROFILE SEE SHEET C1-08) 100 -YEAR FLOOD PLAIN UMfFS FOR FUTURE CONNECTION OBTAINED FROM ALBEMARLE COUNTY GIS t5 8 1 PAVED LOT 12' PLUG VALVE (SEE DETAIL, C4-03) 4 moi• - 11 � ti PROPOSED BUILDING AREA=563 SF HEIGHT=16.2' ERE .=400 5 -z n• L25.0' PERMANENT I PROPOSED 1' TYPE K - -EASEMENT- COPPER WATER SERVICE ` DI-F49RGEMAIN-C:e__;) VARIABLE WIDTH (FOR PLAN AND PROFILE Comb. P PERMANENT 1 SEE SHEET C1-10) EASEMENT / - J 16" DI GRAVITY SEWER #345 / (FOR PLAN AND PROFILE ,�cR Ii"'20 f SEE SHEET C7-09) #85 20.0 -- �_ 6" GATE VALVE ACCESS DRNE 0 - - FIRE HYDRANT s, VDOT GUARD RAIL (GR -8) a EX. GUARD RAIL F/D F/❑ F/D F/❑ F/0 F/❑ F/0 R=30.0' EX. RIGHT-OF-WAY .I EX. EDGE OF PAVEMENT ROUTE 29 PAVEMENT ADDITION WITHIN RIGHT-OF-WAY (SEE DETAIL, C4-03) i� 405 +"- 10' DIA. 1 MANHOLE 1 4.0 MIN. 40 OF 4" PJC CASING I SEPARATION UNDER PAVED LOT WITH 1 EDGE TO EDS " e 12 X6 TEE FUTURE 12" DI FORCE MAtIN 6" PLUG VALVE TIE-IN TO EX. 6` FORCE MAIN 12" D1 FORCE MAIN W/ 6'-90' H. BEND 0 (TOR PLAN AND PROFILE SEE SHEET Ci -11) Mixed Medium Woods EX. 6" DI FORCE MAIN / 50.0' PERMANENT _ EASEMENT - - WORK POINT SUMMARY POINT NO. NORTHING EASTING DESCRIPTION (D 3942888.23 11505019.44 BUILDING CORNER 2Q 3942861.36 11505006.10 BUILDING CORNER 3Q 3942852.47 11505024.01 BUILDING CORNER ® 3942879.34 11505037.35 BUILDING CORNER SQ 3942845.12 11504998.04 CORNER OF PAVED LOT © 3942874.76 11504938.33 CORNER OF PAVED LOT 0 3942941.43 11504971.43 CORNER OF PAVED LOT ® 3942943.61 11505007.87 CORNER OF PAVED LOT 9Q 39422949.99 11505026.83 CORNER OF PAVED LOT 10 3942887.35 11505001.51 CENTER OF STRUCTURE 11 3942796.42 11505094.71 TIE-IN TO EX. PAVEMENT Q 3942891.12 11505128.49 PAVED DRIVE CORNER Q 3942930.52 11505161.53 TIE-IN TO EX. PAVEMENT ® 3942885.72 1 11504984.51 CENTER OF STRUCTURE ©5 3942901.84 11504992.51 CENTER OF STRUCTURE 16 3942890.08 11504970.47 CENTER OF STRUCTURE O7 3942910.38 11504980.55 CENTER OF STRUCTURE ©8 3942879.35 11504951.47 CENTER OF STRUCTURE 19 3942833.60 11504952.11 CENTER OF STRUCTURE APPROXIMATE LOCATION OF FUTURE CROSSING OF ENCASED DUAL 12" DI FORCE MAINS UNDER THE NORTH FORK OF THE RIVANNA RIVER (NOT IN THIS CONTRACT) VARIABLE WIDTH PERMANENT EASEMI b� _ SEE -05' CONIC. PAD 1400 Fj 16' WIDTH • 0' ,PVC CASING UN__lW DER ; ,\ ACCESS WITH I' N 1 CORP. STOP !N•i�!• •!i K�lN iI . A,i�•!•Zia�•N7!,�q\•Zi��gNii GUARD - � v<P i� iJ94.�ict�Ip. •ro •�i•L iF .lu�,.•.c ,. . v,•�a!•tgi�•lul,�4�1�%tY� 1h�i!•ri��il41�ca6.•-. � o ►���4��!•%��.1G�%� "� is JUTE MESH LINING Alpha/t SIGHT DISTANCE SEM/NOLE T)kA//_ - U.S. RO TF 29 (R/G/�T OP 111/A Y W/DTi l VA ES) fflir /m r CWH PROPERTY r� Ix / VICINITY MAP ADJACENT PROPERTY OWNER SCALE: 1`=2000' OWNER: UNIVERSITY OF VIRGINIA FOUNDATION OTAX MAP: TM -032 ZONING: PLANNED DEVELOPMENT INDUSTRIAL PARK USE: UVA BUSINESS PARK / EX / CO' Greerr Oe/t5rn t. O. 51-35,32 P . 5&f5 _. r--d__-- F W/L 2j> ' 5C51 ?l i i 6"-45 HORIZ. BE 'D 12'X6" TS&V (SEE NOTE 2) 11 I APPROX. LOCATOF £ EX. RWSA 12' . PER RECORD DRAWING Grass Med/arr ( -C r rti� i r� WHITMAN, REQUARDT AND ASSOCIATE'S, LLP Engineers, Architects and Planners 9030 Stony Point Parkway, Suite 220 (804) 272-8700 RICHMOND, VIRGINIA FAX: 897 www.wrallp.com com )ANIEL J. SEU uc. No. 023410 , s13(ro -A ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 NORTH FORK REGIONAL PUMP STATION SITE LAYOUT PLAN SCALE 0 20' 40' 0$122010 C6& DRAWING SHEET 6 OF C1-01 70 NO EST ENTRANCE PROFILE 1. REMOVE 130 LF OF EXISTING GUARD RAIL. --- - 2. FURNISH AND INSTALL PROPOSED VDOT STD. GR -8 GUARD RAIL ADJACENT TO SITE ENTRANCE - -- -- AS SHOWN. GR -8 GUARD RAIL TO BE INSTALLED AS DETAILED IN THE GR -INS STANDARD FOR 405 -- -- --- - ------ --- ------------ 405 DIVIDED HIGHWAYS TO INCLUDE A GR -8 ANCHOR BLOCK END TREATMENT. — -a --Rwre2s FRPS-snE_. _-- --- - - -- 10 IES 3. CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT OF EXISTING POWER POLE AND OIX)ME a COORDINATION WITH RAPPAHANNOCK ELECTRIC COOPERATIVE AS REQUIRED. 400RADE T 400 4. EXCESS SUITABLE EXCAVATED MATERIAL SHALL BE HAULED AND STOCKPILED OFFSITE TO DESIGNATED STOCKPILE LOCATIONS AT SUITABLE CWH PROPERTY (PARCEL i� #03200-00-00-02000). COORDINATE STOCKPILE LOCATION WITH ACSA INSPECTOR. EXCESS — TOPSOIL AND EXCAVATED ROCK SHALL BE REMOVED FROM THE SITE. SEE VICINITY MAP ON395 / r SHEET C1-01 FOR PROPERTY LOCATION. - - 395 #03200-00-00-006A0 -- - - U1V/VER5/TY OF V/9G/N/A FOUNOA TION- -- - 390 ------- -- — ---- --- - -_ _.. 390 0.5, 27/2, /-'6. 325 PLA T- O. B. / 684, PG. 225 385 — - -— 385 CL OF DITCH 0+00 0+50 1+00 SLOPE 3:1 / / % �/ / / / / / VERTICAL SCALE HORIZONTAL SCALE 402 401 \ 40085 400.85` ' i INK IN --397M - LIMITS OF/LUMP' SW ?D IRtMA10. F '�/�� / / / I � I � X, / 00 ' Green Be/t f5717-7 t. - - // , I it 0. 5, 3532 P . 555 \ \ `• \. \ X00 " — — J ioa YE,iR r% D PAAIN/U�ITS Q0 -�} OBTAINED FROM' AL�EMARLE� CO W` G� / / // TREEUNV I �DISTURBA EE/t�sRI — — A. ,� n00�Rp 400.35 ;;: _ �_ - - -- --- , // , / / �/, / / / . / / /// / / � / i —T- \ ed - Ou - �400.2I - - —/l l ���;,- 4,00-- _OUT=-%7.06- r7_ - '' oo.zs 400flo — — / AFM INV J / / O�•�`-. — — �— ) j - , - \,L'T.1.�� M 400.42 ' " -' -" 4F - /t DI \ Y I -39390 - _ — F.F.E=400:5 -. — — — , %�.�/ 400.00J�6_ .90 400.OQ br / CL --BF DIT / / / // / // / — �m \ \ �. / �- 1, � 711, W�yy�W / /w /w „- l II ��o , ,�, 2�✓�1'\�Y'✓" .' .' G4ARD'MLl/// llI I ���// -sURR� START OF L UARD RAL 39 `v SEE NOE ' Th // IL 397.13 fill r L— ^- F:T -(SEE / RIP q0AN EL r /\tri.• - Gum r: LL -_,_ DETAIL. H CA -03) GraV/e/ 1 I 1 \ I \ - --- -- _ _ ,v._�r_ _--- II�IIII11111 / / / /I � - 11'� I II "�,;<<�� -_- -- 397.41 7.8-4- JUTE MESH UNED CHANNEL B/V/ #201 111 1 1 I l II I I I I I I I I V / I V V` �`` (SEE DETAIL, SHEET C4-03) II, 11 1 I L I I I / / / /' / I I I' i V I i ` I I I I I I� �, �' `, CENTERUNE OF ENTRANCE�EX- END OF GUARD RAL (SEE PROFILE, THIS SHEET) .�ARD RAIL III IIl 1 11 I A I I `/ / l I I II I I I I I I I I'V I I I, I I V I I1 1 +' ✓5p17 (TIE-IN TO EX. GUARD RAIL) Aa/t SEE NOTE 1 5EM/HOLE TRA /L - U.S. I I j (RIP -IT O/�= wA r w/oTH VA I l� -- - - - - _ I 1 i - -- - ------ - — .SCALE 0 20' 40' M12� 2ofo �E+ir� NO. DATE BY REVISIONS 1 04-23-09 YLM PRELIMINARY SITE PLAN COMMENTS 1'-20' � LTHp p�,` HORIi. ALBEMARLE COUNTY SERVICE AUTHORITY DRAWING SHEET ` , f•�AC VERT.: NAA 168 SPOTNAP ROAD \2{i ? MAY zoto CHARLOTTESVILLE, VIRGINIA 22911 7 WHITMAN, REQUARDT AND ASSOCIATE'S, LLP DANIEL J. SELl Engineers, Architects and Planners Uc. No. 023410,�r DESIGNED- �1 NORTH FORK REGIONAL PUMP STATION OF C1 -O2 9030 Stony Point Parkway, Suite 22'0 9S,1310 cn" CHECKED-aS GRADING PLAN 70 (boa) 272-8700 RICHMOND, VIRGINIA FAX: 272-8897 ZONAL B www.wrallp.com PROJECT N0: 46466-002 v vv ,,� � v, � \ V v� ��V\Avg v •vA�vvvyv �� �;�I '� v� y � \ �., � � \ v` � A\v� vvv \�vv� \� v, � �,,', r � � \ �� ��-- ✓�\ I � �/ / % l �/l% / l / � \ �[ ,�`--/ ice\ 1 � // / i l l / / --------- A// \� / /- IX. 1 EX 9A/1=1. IMPEE O _ \ / / �- �y♦'///�— \\ _ lI J J l / / / / \r \> / M/P/E OUS-CQ `"' I¢O1)\0 IX. AREA=0.0 'X / FLOOD PW1 N�'LIM % / / \� FLO 100 - P $ - OBTATN,E,D. �F'RGM/ / I 1NBEI�MRLE COUNtt /\ � \ '•�EIWLE 6611 G1 LS I ALBEIE COUNIY �\ AI BEIAARI E I 1 GIS TO �4.�— \ \ /� I GIS 10FAAV / / / J I �100'� < \ / BUFFER FROM TOP /�/ ✓ — BUFFER FROM •... Y / / \ ` — of STREAM Ap39, OU G/KtM6.1Z9� / --- • \ \ J �• \\\\\\ - i WIIVCR�!A OF U/�+/N/A FOUNOAT / \� \„ \ j / \ ^ \ UN/VEKSFTYO IN/A KJUNOAT _ Ud ?. 16 4, PLSIUd. /689, PG. 225 \'� \ / / � \ PLALUd !684, P6.Z?5-- �.,�: � VA gym/ ,\ ,,\\ \ � - -- _ e�,,.!A:,N� yy�Pyr� //•�[,^�/(/�/�I� � \ 1\\`_- � T � � — —_ . --- %�� J// / /// �` / � ;� —� n = �`_.�� =' ���oF/ — — — \\\\�\�1;,.>— — �.,.,`� " ' ' /•{^/� \\ • •\\.�\�� `_- _$696,"'✓�L+� �////�//// �/ / \\ \ \ `\ \\\\\ � .— � � \ J// l/� //� �W Sew. " m°. a"�� � ';\ ' ^ m i _M –\ I / /dal I 7 h�hn�u61I lil,inlll,.I;.1� 1 A • �._ vim_•'—e... .4V/✓:�.'L% —_ �� �_ e;3 dM P203 -'qIIIIIIIIiIiIIII.4'1 �` Azf+Sap .rM/NCXC N&L . U5. moo—" —� Z-1, 5 M/Np[C>KaL U5. p 11 AY /R/GHJ' W/UTH MCFTJA -- — — — — — _— -- .—_ — _—= _ =-- — m —__ - -- —_ —_. • J _ enc � PRE—CONSTRUCTION DRAINAGE AREA /dal I 7 h�hn�u61I lil,inlll,.I;.1� 1 A • C / llly Li SCALE 0 60' 120' N0. I DATE I BY REVISIONS 1 04-23-09 YLM PRELIMINARY SITE PLAN COMMENTS �.�ALTH 0 D aR : 1,_m, ALBEMARLE COUNTY SERVICE AUTHORITY DRAWING SHEET %J%AFx&mm0*7(} r�� VERT.: N/A 168 SPOTNAP ROAD WHITMAN, REQUARDT AND ASSOCIATE'S, LLP �- DANIEL J. SIELI a DATE. MAY 2010 CHARLOTTESVILLE, VIRGINIA 22911 8 DESIGNED: CEL OF Engineers, Architects and Planners lit No. 023410 DRAYM: nu NORTH FORK REGIONAL PUMP STATION Cl -03 9030 Stony Point Parkway, Suite 2ZO FAX: 272-8897 s oJ)116 cNECKE - a1s PRE AND POST CONSTRUCTION DRAINAGE AREA PLAN 70 (804) 272-8700 RICHMOND, VIRGINIA www.wrallp.com PRodECf No.. 46466-002 dM P203 moo—" —� Z-1, 5 M/Np[C>KaL U5. — m —__ - -- —_ —_. • J _ enc � POST—CONSTRUCTION DRAINAGE AREA C / llly Li SCALE 0 60' 120' N0. I DATE I BY REVISIONS 1 04-23-09 YLM PRELIMINARY SITE PLAN COMMENTS �.�ALTH 0 D aR : 1,_m, ALBEMARLE COUNTY SERVICE AUTHORITY DRAWING SHEET %J%AFx&mm0*7(} r�� VERT.: N/A 168 SPOTNAP ROAD WHITMAN, REQUARDT AND ASSOCIATE'S, LLP �- DANIEL J. SIELI a DATE. MAY 2010 CHARLOTTESVILLE, VIRGINIA 22911 8 DESIGNED: CEL OF Engineers, Architects and Planners lit No. 023410 DRAYM: nu NORTH FORK REGIONAL PUMP STATION Cl -03 9030 Stony Point Parkway, Suite 2ZO FAX: 272-8897 s oJ)116 cNECKE - a1s PRE AND POST CONSTRUCTION DRAINAGE AREA PLAN 70 (804) 272-8700 RICHMOND, VIRGINIA www.wrallp.com PRodECf No.. 46466-002 y- i I _- tj >x 4111l 1 - - ALBEMARLE COUNTY_-/ GIS TOPOGRAPHr / i � UN/✓LRS/)Y vi N/ UFIELD SURGFX--AND AERUfL�����PTQPOBNAPHY. Pu e. " V ke x ,:y -- - _ <rti_ Fes- i� � \ /R/6HT OFWA✓tN/p HOA. �'i�;�l���i�lll�illl RECEIVING CHANNEL SECTION LOCATIONS AND CONTRIBUTING DRAINAGE AREAS SCALE: 1"=60' do KemY ti a:+ kk Il �ur�� `J I iilillll�lifl!Ill SCALE MEN 0 60' 120' STA 10+00 -10 w@ STA 10+50 +10 CAvc=0.39 Tc=17.9 MIN. N=0.069 (RIPRAP - 6" DIA.) CHANNEL SLOPE=8.0% SIDE SLOPES: LT. 7:1 - RT. 2:1 Q2=3.90 CFS Qio=5.30 so V2=2.60 ■WEEMEN■H■ Vio=2.81 IWIN: Dto=0.65 FT IOUsP11■■■■■■■■■ ■■■■■■■■■EEE�i�i .■SE■■■=■■NEEi� :: No �� =11172 =1 ■■ 0 i No ■■I■■ Fri■■I■■E III pr Sol immill ® ■� !.l1■I/�■■iiia on no■ ■��md■■■ SSSS �i�■■■I�!�II���II!■ ■■ , ■le ■■ ■ ■■■■■�■�■■■ ■ ■■■■iwirr ■�■■■■■■■■■o"""J�l:�fi�llli;�±1;fiffit■' ■E.■�WIIA ■q■ rsro ■EMS■■S■E■EE• ■■�■ '�� �■ ■■■I■■� ■E■■■■E■HIl 1■ �M■iiiiiimii■n;%i■ MW ■ ■ ins. amm r- • ��51a , �Faz ice■ •'•■■ -10 w@ STA 10+50 +10 -10 0+00 +10 STA 11+00 -10 0+00 +10 STA 11+50 -10 0+00 +10 RECEIVING CHANNEL CROSS SECTIONS SCALE - 1"=5' DRAINAGE AREA OA STA 10+00 D.A.=0.87 AC CAvG=0.36 Tc=12.8 MIN. n=0.022 (JUTE MESH LINING) CHANNEL SLOPE=0.5% SIDE SLOPES: LT. 3:1 - RT. 3:1 02=1.20 CFS Qio=1.60 CFS V2=1.77 FT/S Vio=1.90 FT/S Dio=0.53 FT DRAINAGE AREA © STA 10+50 D.A.=3.00 AC CAvc=0.38 Tc=17 MIN. n=0.022 (JUTE MESH LINING) CHANNEL SLOPE=2.7% SIDE SLOPES: LT. 3:1 - RT. 3:1 02=3.60 CFS 010 5.00 CFS V2=4.38 FT/S Vio=4.76 FT/S Dio=0.59 FT DRAINAGE AREA © STA 11+00 D.A.=3.18 AC CAvG=0.38 Tc=17.2 MIN. n=0.022 (JUTE MESH LINING) CHANNEL SLOPE=2.2% SIDE SLOPES: LT. 10:1 - RT. 3:1 Q2=3.90 CFS Qio=5.30 CFS V2=3.48 FT/S Vio=3.75 FT/S Dio=0.47 FT DRAINAGE AREA DO STA 11+50 D.A.=3.24 AC CAvc=0.39 Tc=17.9 MIN. N=0.069 (RIPRAP - 6" DIA.) CHANNEL SLOPE=8.0% SIDE SLOPES: LT. 7:1 - RT. 2:1 Q2=3.90 CFS Qio=5.30 so V2=2.60 FT/S Vio=2.81 IWIN: Dto=0.65 FT ■■■■■■■■■EEE�i�i .■SE■■■=■■NEEi� :: � �� EME E:., NoM_S ■■ ■■■mom v■PH ■■I■■ Fri■■I■■E En■■nE■■■■■ nnmmmEEEME ■■■S■■■H ® ■� !.l1■I/�■■iiia '■I■■■ ■� no■ ■��md■■■ SSSS �i�■■■I�!�II���II!■ ■■ , ■■■in■� RFEI� ■ ■■■■iwirr ■�■■■■■■■■■o"""J�l:�fi�llli;�±1;fiffit■' ■E.■�WIIA :,.■■■■■■■■■■■■�_■■■■■■■■■■C■.= rsro ■EMS■■S■E■EE• ■■�■ ■■■I■■� ■E■■■■E■HIl -10 0+00 +10 STA 11+00 -10 0+00 +10 STA 11+50 -10 0+00 +10 RECEIVING CHANNEL CROSS SECTIONS SCALE - 1"=5' DRAINAGE AREA OA STA 10+00 D.A.=0.87 AC CAvG=0.36 Tc=12.8 MIN. n=0.022 (JUTE MESH LINING) CHANNEL SLOPE=0.5% SIDE SLOPES: LT. 3:1 - RT. 3:1 02=1.20 CFS Qio=1.60 CFS V2=1.77 FT/S Vio=1.90 FT/S Dio=0.53 FT DRAINAGE AREA © STA 10+50 D.A.=3.00 AC CAvc=0.38 Tc=17 MIN. n=0.022 (JUTE MESH LINING) CHANNEL SLOPE=2.7% SIDE SLOPES: LT. 3:1 - RT. 3:1 02=3.60 CFS 010 5.00 CFS V2=4.38 FT/S Vio=4.76 FT/S Dio=0.59 FT DRAINAGE AREA © STA 11+00 D.A.=3.18 AC CAvG=0.38 Tc=17.2 MIN. n=0.022 (JUTE MESH LINING) CHANNEL SLOPE=2.2% SIDE SLOPES: LT. 10:1 - RT. 3:1 Q2=3.90 CFS Qio=5.30 CFS V2=3.48 FT/S Vio=3.75 FT/S Dio=0.47 FT DRAINAGE AREA DO STA 11+50 D.A.=3.24 AC CAvc=0.39 Tc=17.9 MIN. N=0.069 (RIPRAP - 6" DIA.) CHANNEL SLOPE=8.0% SIDE SLOPES: LT. 7:1 - RT. 2:1 Q2=3.90 CFS Qio=5.30 CFS V2=2.60 FT/S Vio=2.81 FT/S Dto=0.65 FT STA 12+00 -10 0+00 +10 STA 12+50 -10 0+00 +10 STA 13+00 DRAINAGE AREA (K) STA 12+00 D.A.=3.46 AC CAW=0.39 Tc=17.5 MIN. N=0.069 (RIPRAP - 6" DIA.) CHANNEL SLOPE=8.7% SIDE SLOPES: LT. 6:1 - RT. 2:1 Q2=4.20 CFS Qio=5.80 CFS V2=2.81 Fr/S Vio=3.04 FT/S Dlo=0.69 FT DRAINAGE AREA FQ STA 12+50 D.A.=3.78 AC CAVG=0.39 Tc=17.7 MIN. N=0.069 (RIPRAP - 6" DIA.) CHANNEL SLOPE=9.0% SIDE SLOPES: LT. 3:1 - RT. 2:1 Q2=4.50 CFS Qio=6.30 CFS V2=2.05 FT/S Vio=2.33 FT/S Dio=0.23 FT -10 0+00 +10 DRAINAGE AREA © STA 13+00 +20 D.A.=3.91 AC CAVG=0.39 Tc= 17.9 MIN. n=0.045 (EX. NATURAL, WEEDY) CHANNEL SLOPE=6.3% SIDE SLOPES: LT. 25:1 - RT. 34:1 Q2= 4.65 CFS Qio= 6.48 CFS V2= 2.18 FT/S Vio=2.36 FT/S Dio=0.30 FT NOTE: SHEET FLOW AND NON-EROSIVE VELOCITIES ARE OBTAINED. NO CHANNEL IMPROVEMENTS ARE REQUIRED. VERTICAL SCALE HORIZONTAL SCALE 0 5' 10' 0 5' 10' ALBEMARLE COUNTY SERVICE AUTHORITY DRAWING SHEET te: IZ: AS SHOWN AS SHOWN 168 SPOTNAP ROAD WHITMAN, REQUARDT AND ASSOCIATES, LLP cam; ~pANI, E j SE u a DATE: MAr zoo CHARLOTTESVILLE, VIRGINIA 22911 9 Engineers, Architects and Planners Uc. No. 023410,�vR uRAw�N: � NORTH FORK REGIONAL PUMP STATION Dv C1-04 9030 Stony Point Parkway, Suite 220�Ap�l�I�6�tY" CHECKED--a&-DRAINAGE PLAN, CROSS SECTIONS AND PROFILES 70 (804) 272-8700 RICHMOND, VIRGINIA FAX: 272-8897 sroNA: t� www.wraLly.com PROJECT N0: 46466-002 ■���■H■■■■■■ SSSS■ SSSS ■■■■■■■■■EEE�i�i .■SE■■■=■■NEEi� ���. ��, ..••3 i ■■ SSSS■■■ n■■■ ■■■H■EE ■C■. ■■ :,.■■■■■■■■■■■■�_■■■■■■■■■■C■.= ■■■■ice i�r�■■■ ice■ ■■■■Smomoni ■EEM■■■■■■■■ ■■■■■■■■■■■■■■ ■■■ OMEN ■E■■■■■E■■■ EE■EE■■■■E ::::::::::Z ■■SEEN■■■■■■■■■■ Cass=' N =ME_::_��� ■ -- -10 0+00 +10 DRAINAGE AREA © STA 13+00 +20 D.A.=3.91 AC CAVG=0.39 Tc= 17.9 MIN. n=0.045 (EX. NATURAL, WEEDY) CHANNEL SLOPE=6.3% SIDE SLOPES: LT. 25:1 - RT. 34:1 Q2= 4.65 CFS Qio= 6.48 CFS V2= 2.18 FT/S Vio=2.36 FT/S Dio=0.30 FT NOTE: SHEET FLOW AND NON-EROSIVE VELOCITIES ARE OBTAINED. NO CHANNEL IMPROVEMENTS ARE REQUIRED. VERTICAL SCALE HORIZONTAL SCALE 0 5' 10' 0 5' 10' ALBEMARLE COUNTY SERVICE AUTHORITY DRAWING SHEET te: IZ: AS SHOWN AS SHOWN 168 SPOTNAP ROAD WHITMAN, REQUARDT AND ASSOCIATES, LLP cam; ~pANI, E j SE u a DATE: MAr zoo CHARLOTTESVILLE, VIRGINIA 22911 9 Engineers, Architects and Planners Uc. No. 023410,�vR uRAw�N: � NORTH FORK REGIONAL PUMP STATION Dv C1-04 9030 Stony Point Parkway, Suite 220�Ap�l�I�6�tY" CHECKED--a&-DRAINAGE PLAN, CROSS SECTIONS AND PROFILES 70 (804) 272-8700 RICHMOND, VIRGINIA FAX: 272-8897 sroNA: t� www.wraLly.com PROJECT N0: 46466-002 �\ jq F N\ 113IRI � Wo N -I SP//K'GLVy.I V YDL�/rrr++ �G / / m \ \\\ X90/. UN/bER5/TYOP/RG/N/A POUNDAT/ON �/ D.B. 2712, PG 325 / PLAT- D.B. /664. G. 225 // / / /// <�j/ l/ --- I // z \ \ \\\V, 111 \ v vvv vvy� ,v v % , ///////// /�� \ v AA \ \V l( c v 149-"% �-�✓ ws-.- F/U , L / F. J / F /,�--Guard / }yr- � — ---_ ,4103,-00-00-00-006140 01VIVfR5/TY OF I/LRG1N/A FOUNDARON D.B. 27/2, PG 325 . PLAT.- D. Z3. 1664, PG. 225 / f / /%/ % Ps / / _ — — - race/ 7 CE _ Aspha/t _ SEM/NOLE TRAIL U R (916hT 01 AYW/DTh !/AR - (LILA - — ' — rave — O SF Aspha/t � � i — �_, —'ter — ---— _ _--------- s[ .. ,,ya"v7 �I 00'Green6eltEsn't. °35 j D. B. 3532 P .566\��rG� _ 502 g0 8 03.34 7 1 ?° 449"W/ FENiE OU�L�L'� ET (tYP.) /v -C 5011�r K2) _ — I�l�:, WHITMAN, REQUARDT AND ASSOCIATES, LLP Engineers, Architects and Planners 9030 Stony Point Parkway, Suite 220 (804) 272-8700 RICHMOND, VIRGINIA FAX: 272-8897 www.wrallp.com )ANIEL J. SEU lic. No. 023410 ,.5151 to #03200-00-00-006AO 01V1V/ERS/TYOF U/RG/N/A FOONDAT/ON D.B. 2712,196, 325 PLA7: 0 . /684, PG. 225 • � ,fir; - :1:; ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 NORTH FORK REGIONAL PUMP STATION E & S CONTROL PLAN - OFFSITE IMPROVEMENTS SCALE DRAWING SHEET 10 OF C1 -05 70 NOTES: 1. REFER TO NARRATIVE, NOTES, AND DETAILS ON SHEET C4-04. 2. REMOVE EXISTING GUARD RAIL AND FURNISH AND INSTALL NEW GUARD RAIL AND TERMINAL TREATMENT, SEE GRADING PLAN. 2. EXCESS SUITABLE EXCAVATED MATERIAL SHALL BE HAULED AND STOCKPILED BY THE CONTRACTOR OFFSITE AT THE CWH PROPERTY (PARCEL # 03200-00-00-02000) OR OTHER NOTES: 1. REFER TO NARRATIVE, NOTES, AND DETAILS ON SHEET C4-04. 2. EXCESS SUITABLE EXCAVATED MATERIAL SHALL BE HAULED AND STOCKPILED BY THE CONTRACTOR OFFSITE AT THE CWH PROPERTY (PARCEL # 03200-00-00-02000) OR OTHER APPROVED LOCATION. COORDINATE STOCKPILE LOCATION WITH ACSA INSPECTOR. SEE VICINITY MAP ON SHEET C1-01 FOR PROPERTY LOCATION. UNSUITABLE MATERIAL AND ROCK SHALL BE LEGALLY DISPOSED OF OFFSITE °I APPROVED LOCATION. COORDINATE STOCKPILE LOCATION WITH ACSA INSPECTOR. SEE VICINITY lim- \ ° / \ BY THE CONTRACTOR. MAP ON SHEET C1-01 FOR PROPERTY LOCATION. UNSUITABLE MATERIAL AND ROCK SHALL BE LEGALLY DISPOSED OF OFFSITE BY THE CONTRACTOR. 73U3200-00 00-00CAO vv v vvll l v UNI VlfR5/TY OF VIRGINIA POLINPA TION \ \ \ \ j l \ TP , `, `\ • \�lr l l v .--� =_�— �� O.B. 2712, PG, 325 DD PLAT.• 0.5. /6'84, PG. 225LOD - - — — 7P- � t \ �\ \\ �� ` 1\ ♦ _ / / / /// / \\� -..401 DO ox --0.36 Ac Mixed�Iediuin UUoods�i., — l l / 41 1, 17/y 40P X c Uro Dd?O:Yb AC-- Epp�_` _' �Jv• //�- i /-/__ / i \ 7 o�/%lam _ — FN \ M\--\ F. ��� ' ��-- M _ Fri SF JDA -037 AC LA. rUWLK \FO)_E TO REMNN - 1 / L---_ -- "�------- _ -- _ _ -_ -FiO---- Fi❑ oFr h F r o - — Frrr-- -i�ZD /n-- Fie AS -PROTECTION EX. POWER POLE 1 1 ♦ �I TO BE REMAIN SILT FENCE OUTLET A-51_71/- ha " #03200-00-00-OO(;AO UNIVER5/TYOF V/RGINIA 1 0UTAIOATION O.B. 2712, P6.325 \�S PLAT• D. B. 16&-4, PG. 225 I , LOD LODJ� r / too - o i / 7 w W- W —� —�,� OLTU7 P C110N� PROTECTION (TIP.) 1____----�i --- \ - - - - - - - - - - - - - - - - - - -�� 5EM, � _ _ _ 5• p / CE (SEE NOTE 2) ------------ --------- - --- __ - - -- --- --- -- - _ _- -- O EROSION AND SEDIMENT CONTROL — PHASE I EROSION AND SEDIMENT CONTROL — PHASE II SCALE 0 20' 40' nV. I UAIt I tlT REN$KNJ$ ,LTH OF %j%m;9m&m00r SCALE: ALBEMARLE COUNTY SERVICE AUTHORITY DRAWING SHEET t" Cl 1'20' ��, VERT.: NIA 168 SPOTNAP ROAD J. SELI v DATE: MAY 2010 CHARLOTTESVILLE, VIRGINIA 22911 11 WHITMAN, REQUARDT AND ASSOCIATE'S, LLP DESIGNED: CEL or Engineers, Architects and Planners A Uc. No. 023410 � DRAWN: ,.LM NORTH FORK REGIONAL PUMP STATION C1-06 9030 Stony Point Parkway, Suite 220 a°Sso'�I E��� CHECKED DJS E & S CONTROL PLAN - PHASES I & II ONSITE IMPROVEMENTS 70 (804) 272-8700 RICHMOND, VIRGINIA FAX: 272-8897 wFAX: 272-8 97 PROJECT NO. 46466-002 1yai6�,�Na'ii,��.�a� �aMMs .aihQjle�et�•�- �'i PROTECTION (TIP.) 1____----�i --- \ - - - - - - - - - - - - - - - - - - -�� 5EM, � _ _ _ 5• p / CE (SEE NOTE 2) ------------ --------- - --- __ - - -- --- --- -- - _ _- -- O EROSION AND SEDIMENT CONTROL — PHASE I EROSION AND SEDIMENT CONTROL — PHASE II SCALE 0 20' 40' nV. I UAIt I tlT REN$KNJ$ ,LTH OF %j%m;9m&m00r SCALE: ALBEMARLE COUNTY SERVICE AUTHORITY DRAWING SHEET t" Cl 1'20' ��, VERT.: NIA 168 SPOTNAP ROAD J. SELI v DATE: MAY 2010 CHARLOTTESVILLE, VIRGINIA 22911 11 WHITMAN, REQUARDT AND ASSOCIATE'S, LLP DESIGNED: CEL or Engineers, Architects and Planners A Uc. No. 023410 � DRAWN: ,.LM NORTH FORK REGIONAL PUMP STATION C1-06 9030 Stony Point Parkway, Suite 220 a°Sso'�I E��� CHECKED DJS E & S CONTROL PLAN - PHASES I & II ONSITE IMPROVEMENTS 70 (804) 272-8700 RICHMOND, VIRGINIA FAX: 272-8897 wFAX: 272-8 97 PROJECT NO. 46466-002 NOTES: NOTE: 1. STATION 4 - IS LOCATED IMMEDIATELY SOUTH OF THE PROPOSED 1. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, PUMP STATION SITE. THE CANOPY IS COMPRISED OF BEECH (F. AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS LIA), AND MOCKERNUT (C. TOMENTOSA) AND SHAGBARK PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY GRANDIFOTO SUPPORT THE OVERALL HEALTH OF THE PLANT. HICKORY LIA OVATA). 2 qTATInN - IS THE PROPOSED LOCATION FOR THE PUMP STATION. 2. LANDSCAPE PLANTINGS WITHIN PERMANENT EASEMENTS AND ADJACENT TO VEGETATION AT THIS SITE IS INDICATIVE OF A DISTURBED SITE THAT HAS BE IFORCE NSTTALLED UNS �RAV)iy SEWERS, AND EXISTING FORCE MAINS SHALL NOT RECENTLY BEEN RECOLONIZED. Tf IS DOMINATED BY VIRGINIA PINES N L1f177� ))N ACTIVITIES ARE COMPLETED AN1T ACCEPTED AND ABAND FRIT OF I TNJ�ORGE,MAIN HAS BEEN COMPLETE (P. VIRGINIANA) WITH SOME BOX ELDER (A. NEGUNDO) AND EASTERN Q \ RED CEDAR (JUNIPERUS VIRGINIANA) IN THE UNDERSTORY. THIS AREA HAS BEEN LEVELED AND CONTAINS THE REMNANTS OF A ROADWAY (DIRT) NETWORK AROUND THE SITE. \ (31\•x^ 1 \ 3. STATION 6 - IS LOCATED ON A DOWN SLOPE IMMEDIATELY NORTH OF #03200-00-00 006A0 \ \ \(3) QUIXg1S\FA6C+wA / \ THE PROPOSED PUMP STATION. THE CANOPY IS DOMINATED BY BOTH MATURE AND IMMATURE TULIP POPLAR (L. TUUPIFERA) AND ASH VN/f/ERS/TYD/� VIRE/N/A FDUNDA T%ON— (FRAXINUS AMERICANA). - - - - 5.0. 27/2, P6,325 / PLA T.• D, 5, / 684, 1`6. 225 l l l � \ (\ SII 1 \ \ � • ��� . �� . . ( ` \ ' _ \ Y� \ �' 1 \ \ \ \ I _ / / J•'// / _ -�\ 4. oI. FO(2CE\MAi(is\ \ \ L-401 — �JU IPER� M FNWq i ' N ) _ \(5) JUN PE�RIS\VI.,. \ \\ \\ leo'\ \\ u MIXED MEDIUM WOODS _;'----��� 50.06' MxNt T/ -v.sAN\\ .o' �ER \\ Mixed .— —_ — — — — — — Imam \ \ \ \\y\y\ i • — — .—a �� ^O mk ;0) QUERCUS FALCATA �7777 ,<(10) CORNUS RACEMM. . l \ o IX FORCE MAIN (m W-AenNDnNEo)— — Fn\ ..— -\F M\ FM — FM?' FMS FM— —'I (2) JUMPERIS VIRGIN US — i LAUR( �jo TA o\/ — �_ �.. L Z ',ti- i..7n .r,•?�7�-—F7�. /G F/0 F/0-- XD F/13—7'O—F-jl`7-- F7`8 /�--f7LT—`D—1—=-t --moi 71i� ?$ — — �-7�T / F/0 — _- --- -- -- — — — — -- — - — �j8),7BURNUM BURKWOODII -- - (3j JUMPEWS VIRGIMANA — — - (6) PRUNUS LAURDCERASUS —_ —_ --_ — — — — - ---- - --- - -- --------- rass edra�--- - - — 0 EXISTING LANDSCAPE CONDITIONS PLANTS Botanical Name Common Name DECIDUOUS CARYA GLABRA PIGNUT HICKORY FAGUS GRANDIFODA AMERICAN BEECH OUERCUS ALBA WHITE OAK QUERCUS FALCATA SOUTHERN RED OAK EVERGREEN REX OPACA AMERICAN HOLLY PINUS TAEDA LOBLOLLY PINE JUNIPERIS MRGINIANA EASTERN RED CEDAR SHRUBS ILEX VERRCILLATA COMMON WNTERBERRY LABURNUM BURKWOODII BURKWOOD VIBURNUM CORNUS RACEMOSA GREY DOGWOOD PRUNUS LAUROCERASUS 'OTTO LUYKENS' CHERRY LAUREL (6) VIBURNUM BURKWOODII LEGEND EVERGREEN TREE AREAS WHERE SPACED 15' O.C. NO PLANTINGS ARE ALLOWED AREAS WHERE DECIDUOUS TREE ONLY SHRUBS SPACED 15' O.C. ARE ALLOWED (NO TREES) O EVERGREEN/DECIDUOUS SHRUB SPACED 6' O.C. #03200-00-00-006A0 VNIVf9S/TY DF V/RG/N/A FDUNDAT/oN {' t ? 1L0` OPACA D.B. 27/2, PG 325 % PLA T.• D. 5, / 684, P6 225 �(7) ILEX VERTICILLiTA 2) ILEX OPACA (8) VIBURNUM BURKWOODII L j (3) _JUNIPER Nia .. /. .6'"WATE�R-MAIN j" nCICLITA Asphalt --------------------- - - Grass/bledtar PROPOSED LANDSCAPING PLAN SCALE WHITMAN, REQUARDT AND ASSOCIATES, LLP Engineers, Architects and Planners 9030 Stony Point Parkway, Suite 220 FAX: 272 (804) 272-8700 RICHMOND, VIRGINIA p. www. wrallp. c coom )ANIEL J. SELI Uc. No. 023410 _ 5 131Ib_,� SCALE: HORZ-- 1*'20' VERT.: N/A DATE; MAY 2010 DESIGNED: CEL DRAWN: lu CHECKED- WS PROJECT N0: 46466-002 ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 NORTH FORK REGIONAL PUMP STATION LANDSCAPING PLAN 0 20' 40' 2010 && DRAWING SHEET 12 OF C1-07 70 PLAT 17.5 /684. PG. 225 / -, // v_,— <� \ ll ,/�vel/il— i \, \\ � _ \ #032o0-00-00-00sA0 — \\ � ' , \ \ \\\\ \ \\ \ � //// /// / / '\ \\ l /� L/N/I/ERS/TYOF f//RG/N/A FOUNOAT/ON O.B. 27 / 2 P6. 325 -- ------ \\ \\ � \ �... \ .. �\ � / / , .. j ✓ \ � \ PLA7i D. B. / 684. PG. 225 TO BE INSTALLED UNDER F1m,r�PROJECT \ \A �\ /p\L�O�e A � // /i �15'�_ 5 � /// // / // /i2/1 Lk4k // / ////J vv x /a0' 6 een 29e.-It Esm't. �ogS �A / / VAA\ \ \ \\ \\ \ \\ \ \ \ \ \ _, // .. \ 15' (\ \ ,� — ��/ �P 0.6. 3532, P .588 X\1 \ \\�� P�H€Ef y` IF*/ 103.34 � � UVF-9 __'� '�\ � i � /Y \\ 7�= /� J . l i � \ \ / _ � W #3 '3� \ �/,� p° QMH• '//��%%-- _< (J/� _,y2J5 j',VIIY( 61�� 13+45.00�4 'AI�I I�_ ' c c \ � ��_ ���— (R� \.\ --- .0„✓��' i J .� .I I-� -�ffi •�s: �' / / 9�, 2 I I '•5� �1�_ _ Y�-__'-`°�'/''r<s`,'.c: �-�. �. , -- kir....` V, -- _ %s3 .r.,,�<>� s.. �- / Ils>fA ,4+25.9 \ •v /� /C — , 10= — - -- R 716 _--F=,�Ek� r. - -�.—�. j'�` - - m 0/ = �� =.�/p — Guard Rwi ... — — — _ _ _ _ _ — — — �� LOG - E P/_ =�-�-�—��--o— �r I CASI`�RON WATER MAIN /I' I I, 111 I o AsPha/t C _ i 0+07.4g (R76/1T0/`WAYW/OTifVA r-W-14 BEND �--=s ---- — — — — — — — — — �rasT3ar� -- - — — — — _ _— --_ _ _ — — — _ _ -_ —STA--10+03.94— 1----------- ------ �__------- STA 10+00.00 FlRE1iY0RANF —'Tr--= __—��-- I— _�-- --- __---�5---�-- ---- ---—-- ____— o �-�, - _— �- - - I � I u,,/i��/�/li Ilillliii°iii / I ; _ IIIIiIIpIiIIIiIIIi IIIgI1411111Iiilll VERTICAL SCALE HORIZONTAL SCALE 0 5' 10' 0 40' 80' 6” DI WATER MAIN PROFILE 15" R(CP CULVERT PROFILE NOTES: 400 400 420 420 TEMP — — E SIIPPO&T ING POW R ?QI FS AND --- STA 101 TO SFA 14+2&9 =C RDINATIONC NTH PPAHANNOCK ELECTRIC COOPERATIVE AS REQUIRED. L Ali JOINTS REsltzur� NM SHALL INATE W .-RWSA AND AC D uRINc CONSTRUCTION of 395 3: MIN. APPROXIMATE PROPOSED GRADE 395 415 415 - =CONN€cncur T THE EXIS71N0 5A 12 WATER + L CONTRACT R SHALL USE — — — AJAINIMUM 0 -BUSH! iOAG€ — --- _ - - MOUND SHALL. BE INSF TION ANDALVE. TO RWSA PRIOR OF THE TAPPING PLEASE SEE NOTE- TO FOR - .. - : . -. .- :: t TAP - -- THE ING GOOA _COR tilhSlvr D IA�t R {: --- i THE IPIP THE HORI�O _ A1AT$RIAL OF i�PlB1 VEti1CAL a -I;. E 12 WATERLI 1- ,' LOCATION. IEPRIORTO - _ rAPPROAM11TE_ TM REGARDING E OR ERIHG rTH TAPP NG1SLffV�. R _ SHALL, BE NT�ffI)t� i3US §S DAYS I' N 390 CONNECTWN 0 THE RW54 WATERLINE. 390 410 410 AD _ CE F E PIT; ANI? S BE RESl1T U INS. THE TES THE __. .PIT. APPROXIMATE TAP.. NPC-M -Ci0 SHALL BE AP D fft-RWSA PRIOR, TO' THE . --- EX GROUNb M OF 3 BUSI ESS DAYS NOn E-$tWLL BEG PRIOR TO IN .ALLATION OF 385 - 385 405 / / - 405 THETAPPING SLS 7HE 12"X8" APPING SLE E1/E D VALVE SHAL BE _-- CUT—� IN .PLUMB. FOLLOWING THE LACEMENT OF E 12"X6" TAPPI G SLEEVE, A 8• DI WA AWN / / / — TAP UKI:I IN 6 SLEEVE. ROST�COC PER ENT CONNECTIONS LCBE WA ER SYSTEM — --- / �� _ _.. ARE ARE AL OWED _UNTIL THE NEW WATE NES ARE TESTED, NFECTED, DISINFECTED, PO2: AND READY 380 380 400 // / ED GRADE 400 EE GENERAL GEN OTES CO _ - 375 375 395 50.00 ul OF 395 1. _ — — — 3.0 MIN: p� GVYLR RCP' 00 505— 370 370 390 8N g,.: �� o 390 365 N 365 385; 385 - Gm0 N ... .. 360<N �m _ :� 360 380 80: 355 355 375 375 10+00 11+00 12+00 13+00 14+00 10+00 11+00 N0. DATE BY REVISIONSYI WHITMAN, REQUARDT AND ASSOCIATES, LLP Engineers, Architects and Planners 9030 Stony Point Parkway, Suite 220FAX: 272-8897 ��pLTH Og o ? DANIEL J. SE U a Lk. No. 023410,g 'ass 5-1310r tea. 1,.40 VERT.: 1'-s' ATE MAY 2010 ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 DRAWING 13 °F 70 SHEET 01.08 CEL NORTH FORK REGIONAL PUMP STATION SITE PIPING PLAN AND PROFILE DRRAAWNN: DRAWN: CHECKED- DJS (804) 272-8900 RICHMOND, VIRGINIA www.wrallp.com PROJECT N0: 46466-002 APPROXIMA, LQ TI N m OF BORE PIo LQ � � I r r. r^ �jN 1/' \ 2.0 ,@7 \\\ \\\ \\\VA v A\\ v v v / l / U/�/Vfk5/n [ �F D%kG//✓/A FOUNDA7/ON l /% x712, PG. 32s 4 05 !'L47 o5 /6c94, PG. 2,? -5 LOCAtI \\\\\\ \\\\\ \ PTT, 1 I I \ F .EASEMENT \\\ I I \ / \ \\ \\ \ \\\� \.\\\ N\ �}I�I�� 1 \v/ FORCEt��\ \. � \ ,� tr ��q(�k\ � �Vy AA •VAV�y�'VA�VAA VAA. R�b�ilL,��� \\�\ \SiIURWCE/\ )\ \\\ WORK POINT SUMMARY POINT NO. NORTHING EASTING DESCRIPTION O1 3942887.35 11505001.51 CENTER OF STRICTURE 0 3942862.15 11504993.67 CENTER OF MANHOLE 3 3942814.17 11504992.55 CENTER OF MANHOLE 4 3942767.82 11505042.19 CENTER OF MANHOLE 5O 3942632.84 11504974.60 CENTER OF MANHOLE © 3942362.40 11504830.43 CENTER OF MANHOLE 7 3942208.83 11504752.02 CENTER OF MANHOLE 8 3942187.33 11504684.25 CENTER OF MANHOLE 9 3942168.48 11504624.85 CENTER OF MANHOLE 10 3942092.60 11504607.10 CENTER OF MANHOLE 1LUJ MANHOLE V�/��//�- / � � � l I � / % \\• \� \\ \\lull ^ ---- #0326'0 00-00-000A0 vl \ \ UN/I/ERSO,5. 27! 2. PG 3ZIA C5 OA;7C7N PL4r 95 1604, PG 225 _gyp E / /// /�� / \� \\ \\ \ 1 f �'" - OBTar�Eo'FROM«�a1ue°g^R aPG(oON/ Mrrs ' r N'�s 50.0ee�P ENr%sEMENT _S-L'T- - \ \�. \. === _� i_ / - 4\� - __zv- 17 s - _ �LO� F70 F 0 7F/ (/ F /„Q--- \ Cc•irrd'�xbtter Vi✓mob I p I s rs'R �( ha2A /'�r�.'e \ \ EASEMENT - PROPOSED PROPOSED 18' DI \ \ \ \ BACK BOAkO\ \ \ A` (SEE PT LILE�f65 SHEEN Aspha/t CEO IN PLACE IX. RIGHT-OF-WAY Aspha/t 2 _ 34/ / -- - - _- - - - - - -- - - - - - - - - - - -- - - - - - - -- - - - - ✓ 49s-- Rr-.LTR4�3- VERTICAL SCALE HORIZONTAL SCALE 0 5' 10' 0 40' 80' 16" DI GRAVI SEWEF IRGALE 415 N' N N 415 It . RELOCATE EYISTING. CIIAIN o oM i n^n" LINK FENCE AT DOST1 G it 410 G � � Tz � � ? o RESEARCH PARK PUM 3 ? STATI N sLTE To L 14 UCT 410 MAIN 1N Sf r. SECfJRI .. 'ten XMIATE IX. OR KIND CUT $ N NOR (NATE' WITH AC + _ - - - - - -- --- - APp {MATT - / / SP OR --- - -- N GRADE405 405 g M C4 - 400 - - * _ 400 DUAL 12* DI 395 o �� FORCE 395 M III- �y n � 5 ;� � ,o N- ` - i 711i IF OF 16' .DIP' 02.00% _ 390 ... - 7- < ' _ o ZS 1 1n. I - I ALL. Fh1N(9= X P N END SPOOL - 390 r_-- 1iLiND FEN4G < - I xx EOVERFLOW WEIR) 3.0 - 4 16' DIA. DROP 385 1 : COVE / C6NNECTION U +, I (INV 1N=376.52) 385 -- -- - - - 3 68.43 LF -OF 1 ' .DIP - .302.47 LF QF 1 ' D� - 146.6 OF i6' DIP 63 9.1 LF OF 43.76 LF OF �i - _ c ' d0.51X� - 00.23%- 0023% � 16' DIP 0033X%' ' 16' DIP 00.18 y ,. 380 8Z 17 $ N .o 16.5 LF OF 380 xx 11 v. H SMS .1► m - - ._.._, _ -- 00.2... 2' MIN. SEPARAMOIN 12' MIN. SEPARATKIN 37573.93 LF OF 15* DIPS �--5833 LF OF '� 67.09 LF 375 02.00X 16' IP 02.00X- 16- 5P 02.00X... - - - - - - - - ST 13+46.45 tp EX4, 6 VERT BOX 93 a =371.28 n m 370 �S 370 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 ,_•/Z4�o GCr NO. DATE BY SNS ALTH 0 Ste�/ 1 64-23-09 YLM PRELIMINARY SITE PLAN COMMENTS �''pf HOW: 1"-40' DRAWING SHEET (� �C, VOU.: 1"-V 168 SPOTNAP ROAD o Y1 x DATE; MAY 2010 CHARLOTTESVILLE, VIRGINIA 22911 14 WHITMAN, REQUARDT AND ASSOCIATES, LLP DANIEL J. SEIJ a DESIGNED: CEL OF Engineers, Architects and Planners Uc. No. 023410 DRAWN: YLM NORTH FORK REGIONAL PUMP STATION C1-09 9030 Stony Point Parkway, Suite 220�on4 5 (311�c, CHECKED• DNS FAX. 272-8897 lOp� En GRAVITY SEWER PLAN AND PROFILE 70 (804) 272-8700 RICHMOND, VIRGINIA www.wrallp.com PROJECT N0: 46466-002 N O J STA 17+63.00 STA 17+78.72 X t3�90/, , �6 \\ �\ \ \ / / // 1. IF FORCE MAIN IS INSTALLED PRIOR TO NFRPS CONTRACT, PROVIDE AND INSTALL 16'%12" REDUCER 16'-45' H. BEND N 3942846.3—\N 3942861.21 RESTRAINED PLUG/CAP WITH THREADED CONNECTION, TEMPORARY BLOCKING, AND E 11504950.6 STA 18+11.40 OUTLET PIPE AND VALVE FOR PRESSURE TESTING. CONNECT E 11504945.54 FORCE MAIN IN LINE AND STA 17+59.89 STA 18+15.84 16 X14' TEE 16X10'STA ORTEMPORARY O 16"NPS942842UG TEE �\\\ CONTRACTTHFDREQUESTED BACSAERNSPECTORnOPROVIDE ALIGNMENT STAKE `4 STA 17+67.90 16"X10+TEE7 \ _ l o l \ FOR FUTURE LOCATION AND CONNECTION BY NFRPS CONTRACTOR. \ \ (�'',\�\ . • 1 1'• �s�\ (, \ ' t ( ( l l i \\ .`\(� 2. IF FORCE MAIN UNDER NFRPS CONTRACT IS INSTALLED FIRST, I € 11504951.9 \ \ 4q 1 ) I �SY�, 6+4470 E\P7 04 / / / p// CONFIRM LOCATION AND l %% iJ� / / PW22�1 STA 78+26.87 16" PLUG VALVE STA 18438.17 \ \ - -- - \ 6AX10' 3TEE 4 \ / ' \ \ \\\Z\GRADE OF CONNECTION LOCATION. PROVIDE RESTRAINED PLUG/CAP WITH THREADED // - //r E �J���MP�\\\15N CONNEC110N, TEMPORARY BLOCKING, AND OUTLET PIPE AND VALVE FOR PRESSURE/I/l\ \ , �\ ✓ \ TESTING. CONNECT FORCE MAIN IN UNE AND GRADE WITH DI SOLID SLEEVE AFTER ALL / ///////I 03200-x-00-006A0 u /Veesm'OPV/RGivi ouau�rieN \ D. B 2712- PG 325 \ FORCE t 14 \ SUCCESSFUL TESTING ACTIVITIES. \ \ . \ \ \�� r P[Ar 0, 0, /684, PG 275 STA � \ , U \\ i NO 0 1�1 1 \ \ // // \ // \ 18+42.59 .. - 16*X14' TEE ;y "•r:. \ .' I 1III I I „ ) '� . \, Pte, . ' \ ' D,CC� - ', EMENT�.\�,�� \ •\ \ \ \ \ \\ \. \ \. � -- ///�f^�` \ \ \ - --' /// / 6 `� STA 18+46.49 p @_ PLUG VALVE / / \\ \ ; _ //////j// / // STA18+50.39 —T6" 9(y H. BEND 5' %V r \N"\, \\ \ � THIS / / /`/"'r /I' El'1\ \\ \ �j{6 I\\ \ \ \ - N adEl25.4 , E X4977.4 Hr / /iii- rti`•.�;� yam( // /anter C / ` 1 �, A-•.. A ��•� \ �` v �� - - m'�vk - �\ \ \\� - J - .��j _ •� �- -/ - - �� //� //-\ �\ ._,'$ .. - - �_ - �! �l / . / / l / / / / " //. ! if/i ��_._T� �� �\ ' < I - `�� IJP 3\' � _\\\\\ =moo e/ Y/ 1`� 4�4 '"e' -' / � / r •fit � h �0 1 � � , I a; m � ��� � \ c i \ - l� � � \\ � -_ �� � V ; �� UVF-3' k I; \ TSTA t a`` a D �� L All \/ ' .�r,(k;,» � � ___� \ (C� � 9 " _ � � =_ _- '_ _ _ - � - � \ � ��• � y. �..� �� ��\ __-..s/.�� J�-��,�G /1. / ���_ �M�� = \\ -, I —# , • j 1N' � �w�-�l-i'--5a�, �40Y✓ - • � /�. F _ - _ - _ `- ,�-_ Jam- _�= l \ ,k ��, ,f- is !U. __ -/ _ tIIk.�' _ � � If 't � -_ >�-,\�\ �_ 4"Cedar73l \!._ _ —-�9[•�- - - —x:1%2-1 � \ �� — � _/// i � � � --:d•_ !� \�� i —.� / i // � �� _ -� � � \\ res' • ( _ - / _` `_ !S fi�'3 / / / -_� durzt?rT _r I T I - 7 ---- F \ -erra�+s F/,6 /+� n� ? ; , �v _ -----�--- \J,eer'�T rd i igrr . j� -- —�°r _l— — Guard Rar/ — — — — _ _ �,. — — € _ - - -- — — _ - - _ .: �rr! �;:, _- _ -p/ \.X H. DEFIFCTION \� r p� - _ r uei- ' �_; _T -�- - - 7.90, 51' -a--�� �- STA 17+5046 STA 17+67 90, 56 TO RT ^--"'�•,. -- a/t � '- � Asph -_ 6 PL 12' MAGNETIC M ASP�� METER H. a/t SCS J / G. mar/ine 4 EsmY, , �spha/t / %' i y _ _ N 3942&34.4 (PLUG VALVE ON BYPASS FORCE 4fl4054 6 _ 'LCLOSED) _. /P/ h1T ! uelu�IpR OVA / OB. / B3, Pg. 234/ / / -_.— ...------- - - - — �— — — - - bra s c cart- - - - - - - _ - - _ - -. - - - _. -- -- - - ---- - - 57#-17+35.695.6' TO Rf -Y.r��'ivlCclr�rn o �= - _ .-_ - - - - - -- s — _- - - - - - - - - - - - - C - -� - Ib_PLUG VALVE k 45• H.-9END-' (PLUG VALVE-ON BYPASS FORCE — -_ VERTICAL SCALE HORIZONTAL SCALE 0 5' 10' 0 40' 80' 16 DI FORCE MAIN PROFILE 16 DI FORCE MAIN PROFILE 405. 1420405 _ 420 .. . \ APPROXIMO TE IX. GROUND' - ... . 400 400 415 _ .. 415 I , { { I Y - 395 S 395 410 = O APPRM1 _ C 410 — 390 390 405 405 { APPROXIMATE IX. GROUND / Z Z / / 385 \ 385 400 2 / , _ // 400 _; F-- Q MAG SURGE :. 380 380 395 C \ v DiLT 395 -- --- —, 375 fQ- 375 390 3.0' MIN. 390 3.0' MIN.. 370 370 385 — -- — 385 365365 365 380 — 0 __ 13 o 0 --- 380 O M.. y> } n. O^ S�2 -.EnZ r••,F� yW, 51 IT n"^ OdO GG�O OLEOF F f n LV µ Cpm 360a�m� m>n� 360 375 `m �e� ���� sn�~_ ��� ec mr �o 375 10+00 11+00 12+00 13+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 65{2412010 C66) NO. DATE BY REVISIONS WHITMAN, REQUARDT AND ASSOCIATES, LLP HO+y t"• ;11 X, � DANIEL J. $ELI a HORIZ 1*-40, ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 DRAWING 15 SHEET VERT.: 1"-6' DATE: MAY 2010 � � NORTH FORK REGIONAL PUMP STATION Engineers, Architects and Planners Uc. No. 023410,✓ DESIGNED: CEL DRAWN: YLM OF C11-10 9030 Stony Point Parkway, Suite 220°6 FAX: 272-8897 �3��0�ti�" 810 s� CHECKED- 01S NFRPS FORCE MAIN PLAN AND PROFILE %0 (804) 272-8700 RICHMOND, VIRGINIA www.wrallp.com PROJECT No. 46466-002 VDOT CLASS 1 5' MIN. RIPRAP TYPE A TRENCH AND BEDDING DETAIL (TYP) W A441 C±1 s• ,,. 2'-0' 3.0' MIN. 6" PIPE 6" 6' VDOT NO 1 INITIAL BACKFILL 24'MIN O.D. STONE BEDDING 8„ MIN. MIN.6 6" BEDDING O— R O � R #68 STONE PIPE ROADWAY O.D. 12" SECTION A—A STABLE SOIL OR ROCKNOT TO SCALE CONCRETE ENCASEMENT LENGTH (VARIES) c MATCH EXISTING PROFILE 1 = PAVEMENT ED TYPE B TRENCH AND BEDDING DETAIL EXCEPT WHERE SLOPE OF MAX. _- BANK EXCEEDS 1 TO 1 r A L — COATED STEEL BAND R STAINLESS STEEL CASING INSULATORS 36` MIN. 36` MIN. 0.2S MIN. THICKNESS _ I 12" CONCRETE FILL '�1�0 :.• INITIAL BACKFILL 24"MIN STEEL CASING 8" 8" TH ENDS MIN MIN, #68 STONE 3.0' MIN, - O !.: TO TOP OF PIPE I e'-o` 2'-0' � 7' OR 8'T 7' OR 8' 2•-�I z -o` z STABLE SOIL OR ROCK _ _ "' "_ NOTE — DUCTILE IRON PIPE 18' OR 20' JOINT OF M.J. D.I. —IIS II— (PUSH ON JOINTS) UNDISTURBED 1. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED MATERIAL A NOTE: 1. STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC. OR A MINIMUM OF 5' BEYOND THE EDGE OF ABOVE THE INITIAL BACKFILL. PAVEMENT, WHICHEVER IS GREATER. 2.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. ELEVATION 2. ENDS OF CASING CAN BE SEALED USING A PULL-ON END SEAL GASKET, IN LIEU OF CONCRETE FILL. 3. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. NOTES: 1. WHERE LESS THAN 3' OF COVER IS AVAILABLE BELOW STREAMBED, CONCRETE ENCASEMENT 3. MIDDLE SPACER SHALL BE PLACED AT THE CENTERPOINT OF PIPE, WILL BE REQUIRED. 4. BELL HOLES SHALL BE DUG OUT IN ALL CASES. 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 VOOT CLASS 1 RIPRAP. SEWER SEWER TYPICAL STEEL SLEEVE INSTALLATION TRENCH AND BEDDING DETAILS TYPICAL STREAM CROSSING UNDER ROADWAYS NTS N.T.S N.T.S FIG. S-7 FIG. S-5 TO-32 TD-9 ASTM A36 AND HEX NUT ASTM A58B (TYP) [COVER LIFT NOTCH r rnlnREssloN . s/e MALE PIPE COUPLING UNDISTURBED EARTH UNDISTURBED 14 1/2" OR APPROVED EQUAL PLACE 5' GALVANIZED " WITNESS POST WITH SOIL (TYP) 12 3/8" - CAPPED ENDS PAINTED BLUE IN REMOTE AREAS ALL-THREAD "ROD 12 1/2" of AS DIRECTED. MARKER LOCATION MAY BE SUBJECT 34 d. TO HIGHWAY DEPARTMENT APPROVAL. WATER MAIN Q NOTE: HYDRANT MUST BE 1' TWE 'N" •_, ., i F EQUIPPED WITH CHARLOTTES- WATER SOFT COPPER FOR USE ON ATTACHED SINGLE FAMILY j a MLLE THREADS WHICH IS = RE MENTAL SERNCES OR DUAL RESIOMIDAL FINISHED GRADE THE LOCAL STANDARD. AND IRRIGAnON SEITAMS. VALVE J - 1 - ::-''� LENGTH OF BRANCH VARIES i v1 •1---_.-_ _ -- 6' MIN I CAST IRON LID 2a"MIN PLAN (270') 2' TO t0' 18" METER BOX UNDISTURBED EARTH O I I I ADJUSTABLE VALVE BOX W/ LID 7 CU. FT. - 18" ALVE BOX NO SWAM FITTINGS i CLASS A-3 CONCRETE #68 STONE z - I� ;' MEGA—LUG Mf! "'+ DUAL SERVICE �I,iI 1 1• CdAPRESStON x 3/4" NaLE PIPE COUPLING � .r: ry`L 1�ry OR APPROVED EQUAL �iira;:;i:'•is'i:iii::a;::::i?::::.......::., Jil e, ��' 1 �h 1" TWE 'K• M 78" ,. •'� J •°. 11 _ BEEX 6 ti� SQT COPPER MIN 1 B 2500 P.S.I. CONCRETE � _ 1 18" ELEVATION p" \ BASE AND THRUST i,. ,,,, RIORES USE ON DETACHED SINGLE FAMILY -- UrvDISTURBED FART BLOCK AGAINST 6" EXTENSION R,_H IS N TSDRACEROM MERE An IRRIGATION I /— M.J. GATE VALVE UNDISTURBED STABLE ° � � 4 NETER IS NOT PROVIDED. TRENCH SOIL' STEEL PILE 6 _ MIN WIDTH MIN Y R R - SINGLE SERVICE WHEN THE SOIL IS DISTURBED OR WHEN 3/4" THREADED ODS TO PIPE SLOT 1 MAIN IN ALL INSTALLATIONS. BROOKS NOTE: z A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED (2 PLACES)2200 SERIES 1) SADDLES SHALL BE USED ON PVC PIPE. THE VALVE TO THE HYDRANT WITH 2-3/4" R ASPHALT COATED GAsr IRON uD THREADED RODS IN ADDITION ST CONCEEL POURING PILE r WATER IT I I' LINE SHALL NECESSARY,ETE. IF BE USED AS ADDITIOAL SUPPORT - FINISHED MADE1f _G I f�; 10°-15' h la b LOCKWING METER NOTE NOTES: a LAVE _ BOX NLET b - QUrLET) a i. SURROUND WEEP HOLES WITH RAVEL AND KEEP FREE OF CONCRETE. (1) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID. PLG" MIN. 2500 P.S.I. cDPPEasErrER N 2. MAINTAIN A 3' MIN. COVERRFROM THE MAIN TO THE FIRE HYDRANT CONCRETE 8 c 2'x 2' BEARING AREA. SECTION (INCLUDING DITCHES) THRUST BLOCK 4 o NOTE: 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND a- N VALVE BOX. 1/4 BEND LWPLMGI \ T - W 1. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. OF REQUIRED) z IT IS NOT ALLOWED IN THE DITCH. tS METER ! a 4 o N 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP a o DIMENSIpN SHOWN. b o HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF BRICK As --------------- 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH I5 REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE ECESSARY LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. CORPORAnON STOP QD N TYPICAL METER BOXES NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. N CROSS ANCHOR RESTRAINTS FOR VALVES TYPICAL FIRE HYDRANT ASSEMBLY DETAIL (5/8"-1" METERS) TYPICAL SERVICE LATERAL INSTALLATION TYPICAL GATE VALVE NTS N.T.S. NTS NTS NTS DIE Fg. w-3C FIG. w—a FIG. W-7 FIG. W-6 FIG. W-5 I- TD-6 TD-7 TD-10 TD-8 � TD-9 1551,2.010 &O y N0' DATE `1510NS ALTH `� ALBEMARLE COUNTY SERVICE AUTHORITY DRAWING SHEET i 1 04-23-09 YLM PRELIMINARY SITE PIAN COMMENTS VERU.: N/A 168 SPOTNAP ROAD DAM. MAY 2010 CHARLOTTESVILLE, VIRGINIA 22911 19 WHITMAN, REQUARDT AND ASSOCIATES, 'LLP DANIEL J. SEU ESIGEngineers, Architects and Planners �Uc. No. 023410,Q. D°"I�. nM NORTH FORK REGIONAL PUMP STATION OF 134-01 9030 Stony Point Parkway, Suite 220 FAX: 272-8897 o�ss NAL E�Gtit CHECKED O1S NOTES AND DETAILS 70 z (804) 272-8700 RICHMOND, VIRGINIA www.wrallp.com PROJECT NO. 46466-002 (4) 1' (25mm) DIA HOLES ON 32 3/4' (834mm) DIA BOLT CIRCLE. 2' (51mm) LETTERS (RECESSED FLUSH) 27 1/2' DIA 1 1/2' [699mm] C38mm] 26 1/4' DIA i` C667mm] 24'(60 DIA \ I_ 28 722m DIA I f C722mm] 36' DIA [914mm] FRAME SECTION 7' [178mm] (660mml 2' &DOF GKT GROOVE i • NEOPRENE GASKET • _ DIA RUBBER PART# 00981045 00981250 00 .. . '•D 00981318 • :. PLAN VIEW NOTES:PART# 00981284 MANHOLES1. ALL •• YEAR FLOODPLAINOR • . IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME COVER.2. ALTERNATIVE DESIGN .m FOR •VERS WILL BE CONSIDERED. 00981228 3 COVERS SHALL BE FIXED TO FRAMES NTH LOCKING LUGS OR SIMILIAR ASSEMBLY, (2)1935R LOCK LUG 00193585 -TYPICAL WATERTIGHT (SHORT) PART# MANHOLE RALDCK LUG ASSEMBLY 27 1/2' DIA [699mm] 26 1/4' DIA �— [667mml '1 TD -26 (4) 1' (25mm) DIA HOLES ON 32 3/4' (834mm) DIA BOLT CIRCLE, 2' (51mm) LETTERS (RECESSED FLUSH) 1' r [25mm] 1 1/2' [38mm] \—(2) CORED PICKBARS L 1/8' (29mm) DIA BOSS 7' [178mm1 1 1/2' 26' DIA [38mm] [660mmJ 1/4' (6mm) DIA 3 1/8' 24' DIAyp-�\ NEOPRENE GASKET 179mml [606mm) 4 \ ra ""ddd ICrr}.n 28 7DIA [72222mm] C16MM16mm]DIA [58 C584mm] 36' DTA 25' DIA C914mm] C635mm] FRAME SECTION 7LDGASKET GROOVE SECTION TYPICAL MANHOLE FRAME + COVER N.T.S FIG S -I -D TD -25 FRAME & COVER (SEE FIG. S-I-D,E) SLOPED AREA --'O� I STREET SURFACE OR NON—PAVED AREA 1'-0" MAX RUBBER COATED STEELI 3'-0„ MIN STEPS CAST IN PLACE a PRECAST REINFORCED CONCRETE SECTIONS 12”' MIN "0" RING SEALS 16" MAX 1. CONCRETE TO BE MIN. CLASS A4 MINIMUM ELEVATION APPROVED EQUAL SHALL 2. ALL REINFORCING STEEL TO MEET DIFFERENCE ACROSS M.H. 5" 4'-0" REQUIREMENTS OF ASTM A-615. FROM INLET TO OUTLET TAPERED LIFT HOLE SHALL BE 0.20 FEET. PLUGGED WITH RUBBER PLUG, MORTAR OR CONCRETE 3. ALL MANHOLES TO BE PROVIDED VARIES DEPTH OF FLOW FILLETS WATERPROOFING AS SPECIFIED. CHANNEL TO BE PROVIDED WITH CHIMNEY 3/4 DIAMETER OF , STRUCTURE AND CONTRIBUTING ..• -- =�L-- FRAMES AND COVERS. SEWER. ; TYPICAL 5' TO 10' DIA. PECAST CONCRETE MANHOLE WITH 48" DIAMETER STACK A FILLETED INVERT OR A SMOOTH SCALE: N.T.S. TRANSITION OF FLOW BETWEEN (INLET & OUTLET PIPE SHALL BE OS-124-ZW0 c.&Cr) PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 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 PRECAST CONCRETE MANHOLE BASES SHALL BE IFABRICATED IN ACCORDANCE WITH PART V, SECTION G OF THESE SPECIFlCAnOWS. SET DOGHOUSE BASE ON CONCRETE BLOCKS — DOGHOUSE OPENING SHALL BE PREFORMED BY MANUFACTURER OR SAW CUT TO FIT PIPE OUTSIDE DIAMATER PLUS 6". B"x8'.16" AND 4"x8"06" 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 12" THICK VDOT No. 68 STONE BEDDING DOGHOUSE MANHOLE BASE FILL DOGHOUSE OPENING AROUND EXISTING PIPE WITH 3,000 PSI CONCRETE OR NON—SHRINKING GROUT ALLOW• % /WRAP EXISTING PIPE WITH • • •• NEOPRENE cGASKETI OF STRUCTURE i //� ';/ NEOPRENE CORROSIVE STRAPS, I ON EACH SIDE OF OPENING 3.000 PSI CONCRETE BASE FOUNDATION SECT NOTES: 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 N.T.S FIG. S -1—A1 U -LL WHITMAN, REQUARDT AND ASSOCIATES, LLP Engineers, Architects and Planners 9030 Stony Point Parkway, Suite 220 FAX: 272-8897 (804) 272-8700 RICHMOND, VIRGINIA www.wrallp.com TD -21 TOP ELEVATION AS INDICATED ON PROFILES ADJUSTMENT RINGS 12" MAXIMUM MANHOLE FRAME AND COVER ADJUSTMENT (SEE DETAILS, SHEET C4-02) 0 -RING OR SEAL :t' ~ OFFSET GASKET I / 30" ASTM C-361 (SEE {. STANDARD PRECAST NOTE 5, TYPICAL) j CONCRETE CONE OR FLAT TOP SECTION ALL INTERIOR SURFACES LINED AS SPECIFIED FOR SPECIFIC PRECAST MANHOLES (SEE SHEETS C1-03 AND C1-04) BASE SECTION TO PROVIDE MINIMUM 6" CLEARANCE BETWEEN TOP OF PIPE OPENING AND BOTTOM OF BELL AND SPIGOT JOINT. DIMENSION CONFIRMED BY PRECASTER OR MANUFACTURER 13 STANDARD PRECAST CONCRETE BASE RISER STANDARD PRECAST CONCRETE BASE RISER 5' TO 10.5' SEE PLANS FOR LOCATIONS AND DEPTHS STANDARD PRECAST CONCRETE RISER 4'-0" STANDARD PRECAST CONCRETE FLAT TOP REDUCER SEE NOTE 6 DIMENSIONS CONFIRMED BY PRECASTER OR MANUFACTURER NOTES: 1. CONCRETE TO BE MIN. CLASS A4 OR AS SPECIFIED. 5. PIONEER 301 MASTIC OR APPROVED EQUAL SHALL 2. ALL REINFORCING STEEL TO MEET CURRENT BE USED IN ADDITION TO THE JOINT SPECIFIED. REQUIREMENTS OF ASTM A-615. 6. OPTIONAL MAXIMUM 3" TAPERED LIFT HOLE PLUGGED WITH RUBBER PLUG, MORTAR OR 3. ALL MANHOLES TO BE PROVIDED WITH MASTIC, OUTSIDE ONLY. WATERPROOFING AS SPECIFIED. 7. ALL MANHOLES TO BE PROVIDED WITH CHIMNEY 4. MANHOLE TO MEET CURRENT REQUIREMENTS SEALS BETWEEN UPPER STRUCTURE AND OF ASTM C-478. FRAMES AND COVERS. TYPICAL 5' TO 10' DIA. PECAST CONCRETE MANHOLE WITH 48" DIAMETER STACK SCALE: N.T.S. OS-124-ZW0 c.&Cr) NLTH p/ ALBEMARLE COUNTY SERVICE AUTHORITY DRAWING SHEET � y H0L �A VER(.: N/A 168 SPOTNAP ROAD 20 DATE MAY 2010 CHARLOTTESVILLE, VIRGINIA 22911 ANIEL J. SEL( a Uc. No. 023410 OWNED COIL .� OF 134-02 NORTH FORK REGIONAL PUMP STATION ° Sys! NIS (EN� �„�,, YLM , CHECKED• � NOTES AND DETAILS 70 PROJECT NO.- 46466-002 0 8'0 C Nom - t ph„ 169/16" T- 1Y" FORERUNNERRail is=cYw�a vcaedow7 DECORATIVE 8' FENCE DETAILS NOT TO SCALE Varies VERT.: N/A LI • • • • • • • L�/�%a.�iN 3ANI L J. SEU a • • • • • • .�%��%�"�i1i���%��2�iR��i•e��•i��•i�i•%��r� • as DESIGNED- CEL ZRIMINME 1.81' � DRAWN: AM CHECKED- WS +� p,l ftIONAL � PROJECT N0.' 46466-002 Post sin varies with Height DUPI with EtE 10.00' IfI 5.00' t 2' I. ^ .i �FLOWMAGNEi1C ST METER AC (See AEG/S I/'"'Pan-Sivea chug Height 2.00' . 1 2.86'�i + _ 1.50' Standard Heights 4'. 5'. 6'. 71, 8'.9'.10' Q 1 "fd x 14ga. Picket Bracket0ptions 2"Nom L 3Y," TYPICAL 36" Min. I . Footing depth �.: l • NOTES: . •"�`'' U 1.) Post size depends on fence t and winheighd loads. See AEGIS II'" post sizing than. 2.) Panels also available for & on center post spacing 3.) Additional heights available on request 4.) Third rail optional. PANEL BRACKET Specially designed two -point ==action ensures fixity of rail ends for increased strength. 04 F0RERUNNE.R'"RA1L INTERNAL RETAINING ROD 0 Variable pitch connection system for 4F ease of installation, high angle p bias ability and elimination of unsightly external fasteners. //�� eb s s O O Uniform Zinc Coating (Hot Dip Galvanized) 0 0NAL4VS--B-C"T Base Mantis Uniform Zinc Coating (Hot Dip Galvanized) Zinc Phosphate & Conversion Coating Epoxy base coat FORERUNNER"' RAIL "No -Mer" Polyester Double -welled "U" -Channel Powder finish coat Specially formed high strength architectural shape. DECORATIVE 8' FENCE DETAILS NOT TO SCALE 3" (Latch Clearance) 7)y" Varies with Height Standard Heights 4', 5',6t, T, 8', 9',10' L 2" Nom. 36" Min. Footing depth is/ePicketsweldedto FORERUNNER""Rail prior to coating 1Y4" 2" (Hinge Cleanness) 19rf6" T— varies with Height Standard Heights 4',5',6,7', 6', 9',10' L 2" Nom. 36" Min. Footing depth ITCH EDGE OF EXISTING TRAVEL LANE ON ROUTE 29 MATCH EXISTING PAVEMENT CROSS SLOPE 1.5' SM -9.5 A Awmtar Standard 2" (Hinge Clearance) Leaf Widths (1 I%4" FORERUNNER -Raft (Sar hm, autioe w Pinel thvi"a) Post size varies with Height (s=AEG)S I/^'PmlSivoa" O Gate Upright Is/4"x 14 ga. / 1"J3 x 14ga. Picket Weld on Box Hinge U4Single 3)'4"TYPICAL1"gate Arrangement NOTES: 1.) Post size depends on fence height, weight and wind loads. See AEGIS 11' post sizing chart. 2.) See Ameristar gate table for standard out to outs. Custom gate openings available for special out to out/leaf widths. 3.) Additional styles of gate hardware are available on request This could change the Latch & Hinge Clearance, 4.) Third rail optional. Over all Out to Out Q r-8"AGGREGATE BASE MATERIAL VDOTk21 B COMPACTED SUBGRADE LIMITS SHOWN ON PLAN AND PROFILE SHEETS ROUTE 29 PAVEMENT ADDITION DETAIL NOT TO SCALE I 1/4":1" SLOPE �V 1 FINISHED GRADE CONCRETE WALK CLASS A3 (3000 PSI) COMPACTED 21-A `* STONE CUSHION COMPACTED SUBBASE SURFACE TEXTURE SHALL BE A LIGHT GROOMING, 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 i��I�I��NN��I� 3%" I-VPICAL Double gate Arrangement MIN. 12" DEPTH SIDE SLOPES TO MATCH EX. CHANNEL, SEE SHEET C1-04 A 7� Adomment Options Weld on Box Hinge - FLOW DEPTH Din SHOWN IN CROSS SECTIONS -SEE SHEET C1-04 EXISTING GROUND r-12" MIN. THICKNESS (TYP.) Dt• SIZE=6" ANCHOR GEOTEX>TCHN7.. BOTH SIDES OF PER MANUFACTURER'S . OZ. NON -WOVEN REQUIREMENTS GEOTEXTILE RIPRAP DRAINAGE CHANNEL TYPICAL SECTION - - NOT TO SCALE MIN. 12" DEPTH SIDE SLOPES TO MATCH EX. CHANNEL, SEE SHEET C1-04 -�K� \\/ \\ FLOW DEPTH Din SHOWN IN CROSS SECTIONS -SEE SHEET C1-04 EXISTING GROUND q ��• JUTE MESH LINING FOR LIMITS OF JUTE MESH UNING SEE SHEET C1-04. JUTE MESH LINING CHANNEL TYPICAL SECTION NOT TO SCALE L 0 TOP ,TCH (TYP.) FORCE MAIN K 10' PRECAST IC. VAULT 2" FORCE MAIN PIPE SLEEVE WITH SCALE: HORIZ: N/A VERT.: N/A LI • • • • • • • L�/�%a.�iN 3ANI L J. SEU a • • • • • • .�%��%�"�i1i���%��2�iR��i•e��•i��•i�i•%��r� • as DESIGNED- CEL ZRIMINME 1.81' � DRAWN: AM CHECKED- WS 3" (Latch Clearance) 7)y" Varies with Height Standard Heights 4', 5',6t, T, 8', 9',10' L 2" Nom. 36" Min. Footing depth is/ePicketsweldedto FORERUNNER""Rail prior to coating 1Y4" 2" (Hinge Cleanness) 19rf6" T— varies with Height Standard Heights 4',5',6,7', 6', 9',10' L 2" Nom. 36" Min. Footing depth ITCH EDGE OF EXISTING TRAVEL LANE ON ROUTE 29 MATCH EXISTING PAVEMENT CROSS SLOPE 1.5' SM -9.5 A Awmtar Standard 2" (Hinge Clearance) Leaf Widths (1 I%4" FORERUNNER -Raft (Sar hm, autioe w Pinel thvi"a) Post size varies with Height (s=AEG)S I/^'PmlSivoa" O Gate Upright Is/4"x 14 ga. / 1"J3 x 14ga. Picket Weld on Box Hinge U4Single 3)'4"TYPICAL1"gate Arrangement NOTES: 1.) Post size depends on fence height, weight and wind loads. See AEGIS 11' post sizing chart. 2.) See Ameristar gate table for standard out to outs. Custom gate openings available for special out to out/leaf widths. 3.) Additional styles of gate hardware are available on request This could change the Latch & Hinge Clearance, 4.) Third rail optional. Over all Out to Out Q r-8"AGGREGATE BASE MATERIAL VDOTk21 B COMPACTED SUBGRADE LIMITS SHOWN ON PLAN AND PROFILE SHEETS ROUTE 29 PAVEMENT ADDITION DETAIL NOT TO SCALE I 1/4":1" SLOPE �V 1 FINISHED GRADE CONCRETE WALK CLASS A3 (3000 PSI) COMPACTED 21-A `* STONE CUSHION COMPACTED SUBBASE SURFACE TEXTURE SHALL BE A LIGHT GROOMING, 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 i��I�I��NN��I� 3%" I-VPICAL Double gate Arrangement MIN. 12" DEPTH SIDE SLOPES TO MATCH EX. CHANNEL, SEE SHEET C1-04 A 7� Adomment Options Weld on Box Hinge - FLOW DEPTH Din SHOWN IN CROSS SECTIONS -SEE SHEET C1-04 EXISTING GROUND r-12" MIN. THICKNESS (TYP.) Dt• SIZE=6" ANCHOR GEOTEX>TCHN7.. BOTH SIDES OF PER MANUFACTURER'S . OZ. NON -WOVEN REQUIREMENTS GEOTEXTILE RIPRAP DRAINAGE CHANNEL TYPICAL SECTION - - NOT TO SCALE MIN. 12" DEPTH SIDE SLOPES TO MATCH EX. CHANNEL, SEE SHEET C1-04 -�K� \\/ \\ FLOW DEPTH Din SHOWN IN CROSS SECTIONS -SEE SHEET C1-04 EXISTING GROUND q ��• JUTE MESH LINING FOR LIMITS OF JUTE MESH UNING SEE SHEET C1-04. JUTE MESH LINING CHANNEL TYPICAL SECTION NOT TO SCALE L 0 TOP ,TCH (TYP.) FORCE MAIN K 10' PRECAST IC. VAULT 2" FORCE MAIN PIPE SLEEVE WITH WHITMAN, REQUARDT AND ASSOCIATES, LLP Engineers, Architects and Planners 9030 Stony Point Parkway, Suite 220 FAX: 272-8897 (804) 272-8700 RICHMOND, VIRGINIA www.wrallp.com PLAN FLOW METER VAULT DETAIL SCALE: 1"=3' NK SEAL (TYP.) ALL PENETRATIONS 16" FORCE MAIN ➢( CiRICAL OUIIr BBER COATED EEL STEPS PER SA STANDARDS 2" FORCE MAIN 4' DIA. 16" DIA FORCE MAIN PRECAST CONCRETE PLANK (TYP. OF 2) r6" DI VENT PIPE ,I A SCALE: HORIZ: N/A VERT.: N/A LI 16" FORCE MAIN 1 3ANI L J. SEU a DATE: MAY 2010 ,�IIIIIII, DESIGNED- CEL ZRIMINME 1.81' � DRAWN: AM CHECKED- WS +� p,l ftIONAL � PROJECT N0.' 46466-002 IFI DUPI EtE 10.00' IfI 5.00' t 2' I. ^ .i �FLOWMAGNEi1C ST METER AC 2.00' . 1 2.86'�i + _ 1.50' WHITMAN, REQUARDT AND ASSOCIATES, LLP Engineers, Architects and Planners 9030 Stony Point Parkway, Suite 220 FAX: 272-8897 (804) 272-8700 RICHMOND, VIRGINIA www.wrallp.com PLAN FLOW METER VAULT DETAIL SCALE: 1"=3' NK SEAL (TYP.) ALL PENETRATIONS 16" FORCE MAIN ➢( CiRICAL OUIIr BBER COATED EEL STEPS PER SA STANDARDS 2" FORCE MAIN 4' DIA. 16" DIA FORCE MAIN PRECAST CONCRETE PLANK (TYP. OF 2) r6" DI VENT PIPE ,I A P L : 12" WIDE X 2" THICK NEOPRENE RUBBER STRIP BETWEEN THE MANHOLE AND THE PIPE CROWN (TYP.) PLAN VIEW SCALE 1'-3' 6" GOOSENECK VENT WITH STAINLESS STEEL INSECT SCREEN TO BE PAINTED DARK GREEN (SEE PLAN AND PROFILE SHEETS FOR LOCATIONS) 36" MANHOLE PROVIDE CORED HO L FRAME AND COVER WITH MECHANICAL UNK SEAL OR CAST -IN FINISHED GRADE PLACE 800T r i" 4" COMBINATION AIR RELEASE/AIR VACUUM VALVE 7.0' MIN. 9.0' TO TOP MIN. OF a 4' Dk PRECAST CONCRETE FIAT TOP MANHOLE WITH 4' DIA. RISERS AND VENTED UD AATpLTH 01y `J C 1 /P� SCALE: HORIZ: N/A VERT.: N/A \d�A' x 16" FORCE MAIN 1 3ANI L J. SEU a DATE: MAY 2010 ,�IIIIIII, DESIGNED- CEL ZRIMINME � DRAWN: AM CHECKED- WS +� p,l ftIONAL � P L : 12" WIDE X 2" THICK NEOPRENE RUBBER STRIP BETWEEN THE MANHOLE AND THE PIPE CROWN (TYP.) PLAN VIEW SCALE 1'-3' 6" GOOSENECK VENT WITH STAINLESS STEEL INSECT SCREEN TO BE PAINTED DARK GREEN (SEE PLAN AND PROFILE SHEETS FOR LOCATIONS) 36" MANHOLE PROVIDE CORED HO L FRAME AND COVER WITH MECHANICAL UNK SEAL OR CAST -IN FINISHED GRADE PLACE 800T r i" 4" COMBINATION AIR RELEASE/AIR VACUUM VALVE 7.0' MIN. 9.0' TO TOP MIN. OF a 4' Dk PRECAST CONCRETE FIAT TOP MANHOLE WITH 4' DIA. RISERS AND VENTED UD AATpLTH 01y `J C 1 /P� SCALE: HORIZ: N/A VERT.: N/A \d�A' x 16" FORCE MAIN 1 3ANI L J. SEU a DATE: MAY 2010 DESIGNED- CEL Lic. No. 023410 '-` 17 I O DRAWN: AM CHECKED- WS +� p,l ftIONAL � PROJECT N0.' 46466-002 a 2.50' (MIN.) 2.5' MIN. DI VENT PIPE —16" DIA. FM 12" WIDE X 2" THICK NEOPRENE RUBBER STRIP BETWEEN THE MANHOLE AND THE PIPE CROWN 12" MIN. -I SECTION A SCALE 1'-3' OUTLET 6" NPT THREADED COMPANION FLANGE (INLET AND OUTLET) VWT 157 STONE a BACKWASH I� QUICK DISCONNECT COUPLING 4" COMBINATION AIR RELEASE/AIR VACUUM VALVE �— DRAIN VALVE -SHUT OFF VALVE 16"X6" TEE (MJXFL) �n 16" FORCE MAIN 1 2.0' (NP.) 1.50' F_(MIN.) I UU UU SECTION B NO SCALE AIR RELEASEIAIR VACUUM VALVE FOR FORCE MAIN SCALE: AS SHOWN 0 �24ZOIO �G(r� ALBEMARLE COUNTY SERVICE AUTHORITY DRAWING SHEET 168 SPOTNAP ROAD 21 CHARLOTTESVILLE, VIRGINIA 22911 NORTH FORK REGIONAL PUMP STATION OF C4-03 70 NOTES AND DETAILS EROSION AND SEDIMENT CONTROL NARRATIVE: J. GENERAL SEQUENCE OF CONSTRUCTION FOR 16" FORCE MAIN, 6" WATER MAIN. & 16" GRAVITY SEWER GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS A. PROJECT DESCRIPTION 1. NOTIFY THE ACSA INSPECTOR IN WRITING SEVEN DAYS PRIOR TO COMMENCING CONSTRUCTION OF THIS PROJECT. 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE-CONSTRUCTION CONFERENCE, ONE WEEK TEMPORARY DIVERSION DIKE THE NORTH FORK REGIONAL PUMP STATION (NFRPS) IS LOCATED ON THE INSPECTOR WILL NOTIFY THE COUNTY'S COMMUNITY DEVELOPMENT DEPARTMENT TO ARRANGE AN ON-SITE PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. THE WEST SIDE OF ROUTE 29, APPROXIMATELY 935-FT NORTH OF PRE-CONSTRUCTION MEETING AT LEAST 48 HOURS PRIOR TO THE ISSUANCE OF A LAND DISTURBANCE PERMIT. 2, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS LEWIS AND CLARK DRIVE AND IT'S INTERSECTION WITH ROUTE 29. THE AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR PARCEL IS CURRENTLY OWNED BY THE UNIVERSITY OF VIRGINIA 2. REMOVE EXISTING DEBRIS FROM DRAINAGE DITCHES AND HAUL TO AN APPROPRIATE DISPOSAL SITE. 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. FOUNDATION (UVA FOUNDATION). THE PROPOSED ACREAGE OF LAND Compacted soli ACQUISITION FROM THE UVA FOUNDATION BY THE ALBEMARLE COUNTY 3. INSTALL ALL EROSION AND SEDIMENT CONTROL MEASURES FOR WATER AND SEWER PIPELINE INSTALLATION. SERVICE AUTHORITY ACSA IS 0.61 ACRE. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. , + , (ACSA) 1B" min. I 1 I 4. NOTIFY THE ACSA AND COUNTY COMMUNITY DEVELOPMENT E&S INSPECTORS WHEN INITIAL EROSION CONTROL 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. I 1 I I I ^FLOW THE SITE WILL HAVE A 563 SQUARE-FT. BRICK STRUCTURE THAT WILL MEASURES ARE IN PLACE. HOUSE ALL THE INSTRUMENTATION EQUIPMENT NEEDED TO OPERATE 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS INCLUDING, BUT THE PUMPS. THE PUMPS WILL BE INSTALLED INTO TWO PRE-CAST 5. LOCATE ALL EXISTING UTILITIES AND CONSTRUCT ALL FORCE MAINS, WATER MAINS AND GRAVITY SEWER CONCRETE UNDERGROUND CYLINDRICAL WET WELLS LOCATED WITHIN THE IMPROVEMENTS. PLACE AND COMPACT APPROVED BACKFILL MATERIALS. INSTALL SEED AND MULCH AS TRENCHING NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION PAVED LOT. OTHER IMPROVEMENTS TO THE SITE INCLUDE THE AND INSTALLATIONS PROCEED. CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. �--- 4.5' min. --•I INSTALLATION OF PRE-CAST CONCRETE VAULTS FOR CONTROL AND ISOLATION VALVES IN ADDITION TO DUCTILE IRON PIPING FOR THE 6. PRESSURE TEST ALL FORCE MAINS AND WATER MAINS. WATER MAINS SHALL BE DISINFECTED PRIOR TO 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO FACILITY'S FORCE MAINS. CONNECTION TO THE EXISTING WATER MAIN. GRAVITY SEWERS WILL BE AIR AND DEFLECTION TESTED. PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. souecE: vA. Dswc PLATE 3.09-I B. EXISTING SITE CONDITIONS 7. EXCESS FILL SHALL BE STOCKPILED OFF-SITE WITHIN THE CWH PROPERTIES (PARCEL ID 03200-00-00-02000) 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBINGDD DIVERSION DIKE - AND THE RNANNA WATER AND SEWER AUTHORITY PROPERTY (PARCEL ID 0300-00-00-005DO). ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. THE NFRPS SITE IS FORESTED AND UNDEVELOPED. THE SITE 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. GRADUALLY SLOPES UP FOR THE FIRST 100 FEET AT WHICH POINT THE 8. UPON COMPLETION OF WORK, FINISH ALL PERMANENT SEEDING TO ALL DISTURBED AREAS. BLOCK AND GRAVEL DROP INLET SLOPE GROWS STEEPER FURTHER WEST. PRESENTLY, ABOUT 94% OF STONE CONSTRUCTION ENTRANCE THE SITE'S DRAINAGE IS PIPED UNDERNEATH ROUTE 29 THROUGH AN 9. WHEN DISTURBED AREAS ARE STD TO THE SATISFACTION OF THE INSPECTORS AND THE ENGINEER, 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF PRODUCING SEDIMENT FILTER EXISTING 18" CMP TOWARDS FLAT BRANCH. THE REMAINING 6% OF REMOVE ALL TEMPORARY EROSIONN ANDAND SEDIMENT CONTROL DEVICES. RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES THE SITES RUNOFF DRAINS TOWARDS AN EXISTING DITCH ALONG ROUTE SHALL BE MADE IMMEDIATELY. 70• HIM EwsTRxG 29 AND INTO THE NORTH FORK OF THE RNANNA RIVER. 10. NOTIFY THE ALBEMARLE COUNTY SERVICE AUTHORITY AND COMMUNITY DEVELOPMENT E&S INSPECTORS WHEN ALL A 3. T WE SCREEN CONCRETE BI WORK IS COMPLETE. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. S:+PAVEMEN- �- C. ADJACENT AREASIN 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE THE PROPOSED NFRPS SITE IS PART OF THE EXISTING NORTH FORK FILTER CLOTHa' MIN. KDWTABLE BERM K. GENERAL SEQUENCE OF CONSTRUCTION FOR THE NFRPS SITE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. " (DPTDBAIL) RESEARCH PARK WHICH PRIMARILY CONSISTS OF OFFICE BUILDINGS. SIDE ELEVATION / NORTH, SOUTH, AND EAST OF THE NFRPS SITE IS A MIXTURE OF 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. EXISTING GROJNB ��- SMALL BUSINESSES, AND RESIDENTIAL DEVELOPMENT. 1. CLEAR ENTRANCE AND INSTALL GRAVEL CONSTRUCTION ENTRANCE AS SHOWN. ALL CONSTRUCTION TRAFFIC SHALL 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE Of ALBEMARLE. TO N°'' ��- ENTER AND EXIT THE SITE VIA THE SITE CONSTRUCTION ENTRANCE ONLY. DURING WET WEATHER CONDITIONS, T D. OFF-SITE AREAS DRIVERS OF CONSTRUCTION VEHICLES SHALL BE REQUIRED TO WASH THEIR WHEELS BEFORE ENTERING ROUTE 29. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL-TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF B mPTI" q`Du) Il m = ALTHOUGH THE DESIGN OF THE NFRPS SITE IS A PORTION OF THE 2. CLEAR AREA AROUND THE SITE PERIMETER FOR INSTALLATION OF TREE PROTECTION, SILT FENCE, AND DIVERSION TOOAM TO 5:QOPM. �. OVERALL NFRPS PROJECT, THE OFF-SITE WORK TO BE PERFORMED IS DIKES. Ir MIN• 10' "I"' 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER ExWG THE INSTALLATION OF THE 6" WATER MAIN, 16" GRAVITY SEWER, i6" PA TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY FORCE MAIN FROM THE REGIONAL PUMP STATION AND THE 12" FORCE 3. INSTALL TREE PROTECTION, SILT FENCE AND DIVERSION DIKES AS SHOWN ON PLANS. - MAIN FROM THE PROPOSED CAMELOT PUMP STATION. THE REMAINING PUBLIC STREET BECAUSE Of SLIDES, SINKING, OR COLLAPSE. FORCE MAINS FOR THE PROJECT WILL BE DESIGNED UNDER A 4. NOTIFY THE ACSA AND COUNTY COMMUNITY DEVELOPMENT E&S INSPECTORS WHEN INITIAL EROSION CONTROL SE a TOSIIIVE NRAtNPCE I Ix CMVEI FILTER 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER COURSE AGGREGA E B D SEDIMENT WIRE SCREEN SEPARATE PIAN SET. PORTIONS OF THE UTILITY INSTALLATIONS WILL BE MEASURES ARE IN PLACE TRAPPING BE ICE FILTERED WATER MANAGEMENT FACILITIES WHERE APPDCABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE DONE WITHIN PUBLIC RIGHT-OF-WAY. HOWEVER, THE MAJORITY OF THE . MOST IRMSE4TEND D E R SS SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. of RATIONS AND EGRESS UDlltt IMPROVEMENTS WILL OCCUR ON PRIVATE PROPERTY WHERE PHOS II ovwATrox PLAN VIEW ovERFLow�;.^ EASEMENTS FROM EACH PROPERTY OWNER WILL BE OBTAINED BY THE RUNOFF ACSA, 1. COMMENCE CLEARING OF SITE, STRIP AND STOCKPILE TOPSOIL AT LOCATION SHOWN ON PLANS. EXCESS 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE IR• MN WATER SUITABLE EXCAVATED MATERIAL SHALL BE HAULED AND STOCKPILED BY THE CONTRACTOR OFFSITE AT THE CWH MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST OF A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN SEDIMENT E. SOULS PROPERTY (PARCEL {03200-DO-00-02000) OR OTHER APPROVED LOCATION. COORDINATE STOCKPILE LOCATION MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCHr MRA WITH ACSA INSPECTOR. SEE VICINITY MAP ON ON SHEET C1-01 FOR CWH PROPERTY LOCATION. UNSUITABLE IS TO BE APPLIED AT 70-90 LBS/100 SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL 3-MRL %�DROP I�NRFf THE SOILS ON THE SITE ARE CHARACTERIZED AS FOLLOWS: MATERIAL AND ROCK SHALL BE LEGALLY DISPOSED OF OFFSITE BY THE CONTRACTOR. INSPECTOR. 1E �m" SECTION A-A MAP UNIT 10 - BUNCOMBE LOAMY SAND - SANDY ALLUVIUM 2. COMMENCE CUT AND FILL OPERATIONS.. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE Sim DERIVED FROM IGNEOUS ROCK, SLOPE IS 0 TO 2 LIMESTONE SHALL BE APPLIED AT 90 LBS/1000 SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL e•-r PERCENT. EXCESSIVELY DRAINED. SPECIFIC APPLICATION BE APPLIED AT 1000 LBS ACRE AND CONSIST OF 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 3. INSTALL 15" STORM CULVERT WITH INLET PROTECTION AS SHOWN ON PLANS.. / 0 SISI � . �. MAP UNIT 66E -PARKER VERY STONY LOAM -SLOPE IS 25 TO 45 175-200 LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKYTHIS OF INLET PERCENT, SOMEWHAT EXCESSIVELY DRAINED. 4. BEGIN BUILDING CONSTRUCTION. CONSTRUCT ALL SITE STRUCTURES AND INSTALL BURIED PIPING AND BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 70-90 LBS/100 SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE ` `:.t' `''"`- �; HEAVY METHODPROTECTION ARE EXPECTED SAND WHERE AN OVERFLIS APPUCABLE OW RE MAP UNIT 27C - EUOAK LOAM - RESIDUUM WEATHERED FROM MICA APPURTENANCES. COUNTY EROSION CONTROL INSPECTOR. CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING SHIST, SLOPE IS 7 TO 15 PERCENT, WELL DRAINED. AROUND THE STRUCTURE. 5. COMPLETE REMAINING EARTHWORK TO SUBGRADE ELEVATIONS, PLACE BASE MATERIAL. 19. MAINTENANCE: ALL MEASURES ARE Mi HE INSPECTED WEEKLY AND ATTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO REINFORCED CRICRETE .IN SPACE MAP UNIT 34D - GLENELG LOAM - SLOPE IS 15 TO 25 PERCENT, STRUCTURAL MEASURES IS TO BE REfPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE SECTION B-B GRAVEL SHALL BE VDOT #3. #357 OR p5 COARSE AGGREGATE. WELL DRAINED. 6. ONCE SITE IS STABILIZED, INSTALLED ASPHALT ROADWAY AND PLACE TOPSOIL. SEED ALL EARTH AREAS VOLUME IS FILLED WITH SEDIMENT. ALLL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND PROMPTLY. OF GRASS. SILT FENCE AND DNERSIOIN DIKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. Source: Adapted from 1983 Maryland Standards For Soil Plate 3.02-1 SOURCE: VA. DSWC PLATE. 3.07-3 THE SOILS AT THE SITE ARE NOT CONSIDERED EROSIVE. 7. UPON COMPLETION OF THE PROJECT AND APPROVAL BY THE ACSA INSPECTOR AND COUNTY COMMUNITY Erosion and Sedi,at Contro, and Va. DSWC DEVELOPMENT INSPECTOR THE AREA MUST BE RESTORED TO ITS ORIGINAL CONDITIONS. ALL SILT FENCES AND 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE F. CRITICAL AREAS TREE PROTECTION ARE TO BE REMOVED FROM THE SITE, UNLESS OTHERWISE DIRECTED BY THE ACSA INSPECTOR STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL CE CONSTRUCTION ENTRANCE IP STORM DRAIN INLET PROTECTION OR COUNTY COMMUNITY DEVELOPMENT INSPECTOR. INSPECTOR. THERE ARE NO CRITICAL AREAS FOR THIS SITE PLAN. G. EROSION AND SEDIMENT CONTROL MEASURES FENCING AND ARMORING FL UME PIPE CROSSING COFFERDAM CROSSING CONSTRUCTION OF A SILT FENCE WITHOUT WIRE SUPPORT SILT FENCE CULVERT INLET SEE DETAILS AND NARRATIVE, THIS SHEET. -+� EXISTING STREAM WIDTH (V) 1. set THE STAKES. 2. EXCAVATE 4"X 4' TRENCH PROTECTION H. PERMANENT STABILIZATION I/2 W UPSLOPE ALONG THE LINE OF STAKES. 9 DI RES TO ONN CONTROL B,W� ENDNALL ILDCATED BELOW ANNIP OR o7 PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS APPROACH MEAS NON- EROWER.E WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION 1".:::: MA19°'L " OF THE SITE. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS=_ THAT ARE TO BE LEFT DORMANT FOR MORE THAN A YEAR. METHODS OLAP -/0 /�. ILII TOE OF nu- GOLVER( OF PERMANENT SOIL STABILIZATION SHALL COMPLY WITH THE VIRGINIA (0) TaExaIUNE EROSION AND SEDIMENT CONTROL HANDBOOK AND AS DIRECTED BY 'I ••y i _ _ FLOW - COUNTY OFFICIALS. SNo« FR:NCE LATER F{qW 5N10IN III IME PIPE n r naW I. STORMWATER RUNOFF CONSIDERATIONS a• S. STAPLE FILTER MATERIAL 4, BACKFILL AND COMPACT r r FlLTEq IXDix TO STAKES AND EXTEND THE EXCAVATED SOIL. THE NFRPS SITE DOES NOT REQUIRE PERMANENT STORMWATER QUALITY r rxuwTEo ,RE„pH IT INTO THE TRENCH. - - OR QUANTITY MANAGEMENT. ADEQUACY OF THE RECEIVING CHANNEL ""' I r J PER MS-19 HAS BEEN PROVIDED THROUGH JUTE MESH AND RIP-RAP ,BI r I PLAN DEWATERING DEVICE, SEE STD. & SPEC. 3.26 TOE °` RLL LININGS FOR THE 10 YEAR STORM EVENT. BOARD FENCE r PERIMETER / 91Li PENCE TOP OF SILT FENCE r CORD rtNCE A A PVWMtTER W CONTAwRR _ II 'DISTANCE 6 e' MINIMUM IF FlOW EROSION COAX . IS TOWARD EMBANKMENT VDOT #1 STONE 1' vvsnc FENCE a MIuc�AM INRUDWB` I ' Flaw APPROACH UREAS ,/p IN (� tL CORRECT METHODS OF TREE FENCING I W .> FLOW z _ t L t t t« LL ttt t + Fl R OPTIONAL STONE COMBINATION -LLLLLLLLLLLLLLL-LLLLLLLLLLLLLLLLL LLL LLLLLLtrL -III tt`t"`ttt` ���"ttt�tt�IULL ` I Ivl il�� PLAN VIEW SHEET FLOW INSTALLATION L 1 1 (PERSPECTIVE VIEW) LL LL LLLLL L L LLL aLL-LLLLL`` Lo s' LLL LLLLLLLLLLLLL LLL _LLLttLL t tt� LLLt�`tt itL�LLL am, saM aRml °"". """ FLOW -1 LLLLL LLL LiiiciiLLLLLLLL AWAayrt �m IW.Q"E " A. \19L LLLLLLLLLLLLLLLLLLL LL LL LLLLLLLL..LLLLLLLLLLLLLLLI- LLL amt NAw rw[ B RUY LLLL �LL tL `tE `tt tt l�t r Mm LLL ^LLLL LL A�\�,w�,�,� MINIMUM DISTANCE TO I`FLOWLL � L FLOWW BE 15% OF TOTAL iNENCHuxE IN` CORRECT TRUNK ARMORING " - - VDDT #3. 357. 05. d65 OR #37 GLASS I FWRAP COARSE AGGREGTE WIDTH (W) OF THE POINTS A SHOULD BE HIGHER THAN POINT B. TO REP SILT PENCE IN HORMPICE WHEN SILT FENCE OUTLET DETAIL STREAM. HIGH NIIOG(Y OAF FLOW IS EXPECTED NOT TO SCALE TRIANGULAR BOARD FENCE SECTION "A-A" SECTION ` "B-B" SECTION A-A DRAINAGEWAY INSTALLATION (FRONT ELEVATION) SRumq: Va. DSCW PION 3-35-2 SOURCE: VI,. DSWC PIATE. 3.25-33 SOURCE: V.. DSWC PLATE. 3.25-4 3OIIIlCS AdRptEd Aram YA DSEC PIAM 3.05-2 SOURCE: ADAPTED Imm MTSle,dmd SI and Vo. DMPLATE. 3.09-1 Menread ad TyNBl SILT FENCE OUTLET PROTECTION C TP TREE PROTECTION USC UTILITY STREAM CROSSING USC UTILITY STREAM CROSSING �J SF SILT FENCE _SF - SF- CIP CULVERT INLET PROTECTiON�r�lo NO. DATE BY REVISIONS H pAGf Ham. �A ALBEMARLE COUNTY SERVICE AUTHORITY DRAWING SHEET VERT.: NIA 168 SPOTNAP ROAD 7 DATE: MAY 2010 CHARLOTTESVILLE, VIRGINIA 22911 22 WHITMAN, REQUARDT AND ASSOCIATES, LLP DANIEL J. SELL v DESIGNED: CEL OF Engineers, Architects and Planners A Uc. No. 023410 DRAWN: YU CEL NORTH FORK REGIONAL PUMP STATION C4-04 9030 Stony Point Parkway, Suite 220 1°�SSrLr'r No. CHECKED- DIS EROSION AND SEDIMENT CONTROL 70 804 272-8700 RICHMOND, VIRGINIA FAX: 272-8897 i ) www.wrallp.com PROTECT NO.46466-QQ2 NOTES AND DETAILS PLANT SCHEDULE Botanical Name Common Name Quantity Size Height Spread Caliper Type AS SHOWN. 2.SPRAY ALL TREES IN LEAF WITH DECIDUOUS ANTI -DESICCANT. 3.FLOOD SAUCER WITH WATER TWICE PLAN VIEW WITHIN 24hrs. OD PLANTING. CARYA GLABRA PIGNUT HICKORY 3 RETAINING NATURAL FORM OF TREE, 3.5" B&B DON'T SHEAR HEAD DIAMETER OR FAGUS GRANDIFOLIA AMERICAN BEECH 4 2X2 HARDWOOD STAKE 3.5" B&B GRADE AS IT BORE TO QUERCUS ALBA WHITE OAK 1 BALL DIAMETER 3.5" B&B QUERCUS FALCATA SOUTHERN RED OAK 9 TOP 1/3 OF BALL 3.5" B&B NOTE: - TOPSOIL TOTAL=17 BACKFILL COMPACTED POSITIONED AS SHOWN 1'-0" MIN. EVERGREEN NO SCALE ILEX OPACA AMERICAN HOLLY 10 5-6' B&B PINUS TAEOA LOBLOLLY PINE 6 6-8' B&B JUNIPERIS VIRGINIANA EASTERN RED CEDAR 18 4-5' B&B TOTAL=34 SHRUBS ILEX VERTICILLATA COMMON WNTERBERRY 10 3-4' R. CONT. VIBURNUM BURKWOODII BURKWOOD VIBURNUM 20 3-e B&B CORNUS RACEMOSA GREY DOGWOOD 363-4' B&B PRUNUS LAUROCERASUS 'OTTO LUYKENS' CHERRY LAUREL 20 3-4' B&B TOTAL=76 (SEE SHEETS C1-07 AND C1-13 FOR LOCATIONS OF PROPOSED PLANTINGS) PLANTING SOIL MIXTURE NOTE: /12 GAUGE WIRE, TWISTED 1. TREE BALL SHALL BE POSITIONED ROOT BALL AS SHOWN. 2.SPRAY ALL TREES IN LEAF WITH STAKE e3-PIES ANTI -DESICCANT. 3.FLOOD SAUCER WITH WATER TWICE PLAN VIEW WITHIN 24hrs. OD PLANTING. RUBBER HOSE 4.PRUNE 1/3 OF LEAF AREA, 6" RETAINING NATURAL FORM OF TREE, REINFORCED DON'T SHEAR HEAD DIAMETER OR RIBBER HOSE CUT CENTRAL LEADER. I TWICE BALL DIAMETER MIN, CONIFEROUS TF NO ! CORD TO SECUREJ Uie NO. 18 WRAPPING MATERIAL TIE TIRE TWO LOOPS OF RUBBER GARDEN HOSE WRAPPING 6" TO 10" WADE STAKINIG DUAL (3) 2•x2" WOOD STAKES CUT AND REMOVE BURLAP FROM TOP 1/3 OF BALL ,MULCH SAUCER inNISH GRADE SOIL LIGHTLY BALLED AND BURLAPPED TREES NOT TO SCALE -REMOVE BURLAP FROM TOP 1/3 OF BALL 6" COMPACTED PLANTING SOIL MIXTURE IN BOTTOM OF PIT STAKE PLANTING SOIL MIXTURE COMPACTED MOUND T #12 GAUGE WIRE, TWISTED GALVANIZED ROOT BALL STEEL EYE NOTE PLAN VIEW RUBBER HOSE 6" TREE SHALL BEAR SAME MIN. 2 TIMES -6 1" DEEPER RELATION TO FINISHED i v<i 2X2 HARDWOOD STAKE THAN BOTTOM OF PIT GRADE AS IT BORE TO Y'� MULCH (MIN. 3" DEPTH) RDOT BALL DIAMETER PREVIOUS GRADE. BALLED AND BURLAPPED TREES NOT TO SCALE -REMOVE BURLAP FROM TOP 1/3 OF BALL 6" COMPACTED PLANTING SOIL MIXTURE IN BOTTOM OF PIT STAKE PLANTING SOIL MIXTURE #12 GAUGE WIRE, TWISTED GALVANIZED ROOT BALL STEEL EYE BOLT PLAN VIEW RUBBER HOSE ALVANIZED WIRE GUY z 12 GAUGE i v<i 2X2 HARDWOOD STAKE iO SHREDDED HARDWOOD Tn MULCH (MIN. 3" DEPTH) EARTH BERM AROUND BED iN. REMOVE BURLAP FROM TOP 1/3 OF BALL _ NOTE: - TOPSOIL TREE BALL SHALL BE BACKFILL COMPACTED POSITIONED AS SHOWN 1'-0" MIN. DECIDUOUS TREE PLANTING DETAIL NO SCALE County of Albemarle Conservation Plan Checklist --To be placed on Landscape Plans (Handbook, pp 111-284.1111-294 for complete specifications) I. The followims, items shall be shown on the Visa: ❑ Trees to be saved; ❑ Limits ofclearing (omsidedripline of tees to be saved); ❑ Location and type ofproteciive fencing; ❑ Grade changes requiring ime well, or walls; ❑ Proposed trenching ortunneling beyond the limits ofclemiing. STAKING AND GUYING MAY BE REWIRED TO COUNTER HIGH WINDS, SOIL SETTLEMENT, STEEP SLOPES, VANDALISM, OR OTHER THREATENING TREE HEALTH OR SUITABLE GROWTH PATTERNS. T 2-4 1/8 DEPTH INCHES OF ROOT BALL ABOVE GRADE 2-3 INCHES TEMPORARY SAUCER =2 STRANDS OF GALVANIZED WIRE TWISTED FOR SUPPORT DO NOT PLACE MULCH /ADJACENT TO BASE OF TRUNK rRDAOVE ALL WIRE, PLASTIC, ROPE, AND BURLAP (NATURAL AND SYNTHETIC FROM TOP HALF OF ROOT BALL 2-3 INCHES OF MULCH SKAL PtUtbllLL STAKES EXTEND UNDISTURBEDBEYOND BACKFILL PLANTING HOLE 2-3 x WIDTH OF ROOT BALL TO FIRM Sal TREE STAKING UPRIGHT STAKING FOR TREES UPRIGHT STAKING FOR WHEN REQUIRED 2. MarkIWIM: ❑ All treat to be saved shall be marked with print or ribbon al a height clearly visible to equipment operators. ❑ No Smiling shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre- Construction Conference: ❑ Tree preservation and protection me s ures shall be reviewed with the eom mem, moths. 4. Eauipmemt Operation end Storoae: ❑ Heavy equipment, vehicular traffic and storage ofWnstrudion materials including soil shall not be permitted within the driplines ofirep to be saved. S. SWI Erosion and Sturnwater Detention Devices: ❑ Such devices shall not adversely affe t trees to be saved. 6. ELM ❑ Fires are not permitted within 100 feet of the driplinc of trees to be saved. 7. Toxic Materials: ❑ Toxic materials shall not be stored within 100 fat of the dripline ofiream be saved. S. Protective Feaclna: ❑ from to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. ❑ Fencing shill be in place and shall be inspected and approved by a County Inspector prior m grading or constructor. 9. Tests Wells: ❑ When the ground level must be rased within the dripline ofa vee to be acted, a tree well shall be provided atW a construction derail submitted for approval. 10. Tree Wall&: ❑ When the ground level ..at be lowered within the dripline a tree m be swcd, a into wail shall be provided; and a consirocion detail submitted for approval. Il. Tramehis, and T ... Ohm, ❑ When trenching is required within the limits ofelearing, it shell be done afar away from the trucks ofttep as possible. Tunneling under a large tee shall be considered as an alternative when it is anticipated that necessary trenching will destroy fader roots. 12. Cleanup: ❑ Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Tress: ❑ Damaged tree shell be treated immediately by pruning, fertilization or odwmelhods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. OWNER SIGNATURE (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 5/1106 page i of I WHITMAN, REQUARDT AND ASSOCIATES, Engineers, Architects and Planners 9030 Stony Point Parkway, Suite 220 (804) 272-8700 RICHMOND, VIRGINIA LLP FAX: 272-8897 www.wrallp.com AT PLANTING PRUNE ONLY CROSSING UMBS, CO -DOMINANT LEADERS, BROKEN OR DEAD BRANCHES, AND ANY BRANCHES THAT POSE A HAZARD TO PEDESTRIANS. - S;�IlV TOP OF BALL TO BE SET 2' TO 3' ABOVE THE LEVEL OF THE SURROUNDING SOIL 3' EARTH SAUCER REMOVE BURLAP AND BASKET FROM TOP 1/3 OF BALL AND REMOVE FROM SITE. -2' TO 4' SHREDDED CENTER TRUNK OF TREE IN PIT. WATER THOROUGHY TWICE WITHIN THE FIRST 48 HOURS. So ADBACKFILL MIM 1/2 CLEA/1ED REWIRED BY ARL COSTAKING OPTIONAL IESS 1/4 CERTC INSPECTOR. STAKES OR 4 ORGANI\\\UNDISTURBED SOIL WK AE TO BE INSTALLED 7IE WUNttPRaWED BYTING TREES IN usHc AccLPtEO ARBORICULTURE PRACTICE. OPEN AREA OR GRASS STRIP NOT TO SCALE R-7.2 AROUND NOTES .^.—. �... t REMOVE DEAD, BROKEN, DISEASED, AND WEAK BRANCHES 2, SPRAY ALL SIRIBS W LEAF WIN ANTI -DESICCANT 3. FLOOD SAUCER WITH WATER TWICE WITHIN 24hrs. OF PLWTNG ANDEL J. SELL Lic. No. 23410 BURLAP FROM 1/3 OF BALL HARDWOOD MULCH �:•:�� (YIN. 3" DEPTH) PLANTING SOIL —I MIXTURE AS SPECIFIED COMPACTED PUNTING SOIL MIXTURE IN BOTTOM OF PIT SCALE: HORIZ: N/A VERT.: N/A DATE; MAY 2010 DESIGNED, LLL DRAWN: AM CHECKED- DIS PROJECT N0: 46466-002 ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 NORTH FORK REGIONAL PUMP STATION LANDSCAPING NOTES AND DETAILS DRAWING SHEET 23 OF C4-05 70 FILENAME, N,\46466-002\CADD\46466002-MB-A2-OLDV6 METAL ROOF RIDGE CAP STANDING SEAM METAL ROOF SNOW GUARDS ALUMINUM CLAD FASCIA BRICK PILASTER FACE BRICK' SOLDIER COURSE ACCENT BRICK ELECTRICAL CABINET SEE SHEET El -01 FACE BRICK RUNNING BOND (TYP.) CAST STONE WATERTABLE I FD.ENARE. N.\46466-002\CAD➢\46466002-PRN-A3 LDVG EAST ELEVATION A3-01 SCALE:1W=T.T REF: A2-01, A2-02 3 WEST ELEVATION A3-01 SCALE: 114'= IV REF: A2-01, A2-02 4 __. 12 —15 METAL ROOF RID( STANDIN( METAL SNOW ALUMINUI :3[TTd:6J FACE BRICI SOLDIER COURSI ACCENT BRICI FACE BRICI RUNNING BOND (TYP. CAST STONI WATERTABLI METAL ROOF RIDGE CAP STANDING SEAM METAL ROOF SNOW GUARDS ALUMINUM CLAD ELECTRICAL CABINET SEE SHEET E1-01 2 SOUTH ELEVATION A9-01 SCALE: 114'=P-0' REF: A2-01, A2-02 WALL MOUNTED LIGHT MATERIALS \, SEE SHEET E2-01 TOP OF PRECAST PLANK BRICK PILASTER EL 411.16 FACE BRICK FACE BRICK OLD VIRGINIA BRICK COMPANY j f ACCENT BRICK OLD VIRGINIA BRICK COMPANY "OLD GEORGETOWN, WOOD MOLD MODULAR" SOLDIER COURSE LAFARGE "PUTTY" ACCENT BRICK __ :' Ali I_ I L i'21 CAST STONE WATERTABLE LIGHT ACID WASH AND FRAME00 _ _ _I FIELD PAINTED I' ELECTRICAL CABINET FACTORY PAINTED FABRAL- "CHARCOAL GRAY"'PRESTIGE' 2" MECHANICAL LOCK PANEL SEE ELECTRICAL _ FACTORY PAINTED FACE BRICK i 1 T METAL SOFFIT RUNNING BOND (TYP.) FABRAL-"CHARCOAL GRAY" CAST STONE � tf NODIZED ALUMNUM CONTROL ROOM WATERTABLE F.F. L..50 400- ENTRY PAD o 1i1 Lxf 1 L 1 I �l i'i� tf l� �f _CONCRETE SEE SHEET C4-03 Is T T z z CONTROL ROOM ELECTRICAL CABINET SEE SHEET E1-01 2 SOUTH ELEVATION A9-01 SCALE: 114'=P-0' REF: A2-01, A2-02 a NORTH ELEVATION A3-01 SCALE: 114" = TV REF: A2-01, A2-02 EXTERIOR FINISH SCHEDULE WALL MOUNTED LIGHT MATERIALS \, SEE SHEET E2-01 TOP OF PRECAST PLANK BRICK PILASTER EL 411.16 FACE BRICK FACE BRICK OLD VIRGINIA BRICK COMPANY j f ACCENT BRICK OLD VIRGINIA BRICK COMPANY "OLD GEORGETOWN, WOOD MOLD MODULAR" SOLDIER COURSE LAFARGE "PUTTY" ACCENT BRICK __ :' SCHEDULED DOOR i'21 CAST STONE WATERTABLE LIGHT ACID WASH AND FRAME00 HM DOORS AND FRAMES FIELD PAINTED I' ELECTRICAL CABINET FACTORY PAINTED FABRAL- "CHARCOAL GRAY"'PRESTIGE' 2" MECHANICAL LOCK PANEL SEE ELECTRICAL _ FACTORY PAINTED FACE BRICK i 1 T METAL SOFFIT RUNNING BOND (TYP.) FABRAL-"CHARCOAL GRAY" CAST STONE FACTORY APPLIED NODIZED ALUMNUM CONTROL ROOM WATERTABLE F.F. L..50 400- ENTRY PAD _CONCRETE SEE SHEET C4-03 a NORTH ELEVATION A3-01 SCALE: 114" = TV REF: A2-01, A2-02 EXTERIOR FINISH SCHEDULE MATERIALS FINISHES COLORS FACE BRICK OLD VIRGINIA BRICK COMPANY "COLONIAL FULL RANGE, WOOD MOLD MODULAR" f ACCENT BRICK OLD VIRGINIA BRICK COMPANY "OLD GEORGETOWN, WOOD MOLD MODULAR" MORTAR LAFARGE "PUTTY" CONTROL JOINT SEALANT MATCH MORTAR CAST STONE WATERTABLE LIGHT ACID WASH "BEDFORD GRAY/BUFF" HM DOORS AND FRAMES FIELD PAINTED PPG "BONE WHITE" STANDING SEAM METAL ROOF FACTORY PAINTED FABRAL- "CHARCOAL GRAY"'PRESTIGE' 2" MECHANICAL LOCK PANEL METAL FASCIA AND TRIM FACTORY PAINTED FABRAL- "CHARCOAL GRAY" METAL SOFFIT FACTORY PAINTED FABRAL-"CHARCOAL GRAY" SNOW GUARDS FACTORY APPLIED NODIZED ALUMNUM WHITMAN, REQUARDT AND ASSOCIATES, LLP Engineers, Architects and Planners 9030 Stony Point Parkway, Suite 220 FAX: 272-8897 (804) 272-8700 RICHMOND, VIRGINIA www.wrallp.com DOUBIASALANW ." Lie. W.011678, . I .1. LL. TUV.JV T METAL ROOF RIDGE CAP STANDING SEAM METAL ROOF SNOW GUARDS ALUMINUM CLAD BRICK PILASTER FACE BRICK SOLDIER COURSE ACCENT BRICK FACE BRICK RUNNING BOND (TYP.) SCHEDULED DOOR AND FRAME CAST STONE WATERTABLE CONCRETE ENTRY PAD SEE SHEET C4-03 GRAPHIC SCALES: SCALE: 114' = P-0, ALBEMARLE COUNTY SERVICE AUTHORITY DRAWING SHEET 168 SPOTNAP ROAD 27 CHARLOTTESVILLE, VIRGINIA 22911 OF NORTH FORK REGIONAL PUMP STATION A3-01 BUILDING ELEVATIONS 70 10" PU' SEF S M591 SERB 16"x SJ 4" VENT (TYP. OF 16" BLIND FLAP 8" SURGE VENT RELIEF VALVES INV. 8" PLUG VALVE (TYP.) 16" PLUG VALVE (TYP.) 16" WYE TEE SEE CIVIL DWGS t FOR CONT. (�JJI ❑A SERVICE SADDLE 3 TONMONORAIL - 2 LOW POINT FINSHED FLOOR EL. 387.33 A SECTION M401 SCALE 114'=1'-0' REF: M2-01, M2-02 WHITMAN, REQUARDT AND ASSOCIATES, Engineers, Architects and Planners 9030 Stony Point Parkway, Suite 220 (804) 272-8700 RICHMOND, VIRGINIA nI c"nMn w\M4t6-nv%rnnnuaenFnnae,-,-A-m.nw, LLP FAX: 272-8897 ww.wra1tp. com GENERAL NOTES 2" BALL VALVE 1. SEE SHEET MO -01 FOR ABBREVIATIONS, NOTES, (N.C.) FRP LADDER W/ LADDER -UP AND LEGEND. SPECIFIC NOTES GRADE LEVEL EL. 400.00 a ROTATED FOR CLARITY. SEE PLAN VIEWS FOR ACTUAL LOCATIONS. FLANGE FILLER El PROVIDE 54 FT OF HOOK LIFT. 8" SURGE LINE CL EL. 396.67 EOFFSET GEAR ASSEMBLY SHALL BE PLACED AT A MINIMUM OF 2 FT ABOVE HIGH WATER LEVEL. IF 16" FM CL EL. 391.00 �4 PROVIDE UNIVERSAL JOINTS AS NECESSARY. cip INSTALL GUIDE RAILS, DISCHARGE BASE ELBOWS ❑5 AND DISCHARGE PIPING FOR FOUR PUMP INSTALLATIONS. A MINIMUM OF TWO PUMPS HIG POINT FINISHED FLOOR EL. 387.50 SHALL BE INSTALLED. ADDITIONAL TWO PUMPS SHALL BE ADDED TO ALTERNATE BID ITEM. PROVIDE TAPPED HOLES ON THIMBLE MJ SIDE AND PROVIDE SUITABLE BOLTS. PROVIDE THREADED NIPPLE TO CONNECT VALVE TO BLIND FLANGE. PROVIDE CAMLOK CONNECTOR �E VALVE VAULT SECTION ON VALVE. 1'-V M2-02 PROVIDE FLANGED END ON DRAIN PIPE END TO CONNECT FLAP VALVE. INSTALL VALVE SO THAT FLAPPER SEATS COMPLETELY CLOSED. FSERVICE SADDLE FOR 1" INSTRUMENT LINE. SEE INSTRUMENTAL DRAWINGS FOR INSTRUMENT INSTALLATION. 2" NUT GRADE EL 400.00 mv�SEE DETAIL M502 STEM GUIDE (TYP.)-----'�-4" VENT Uc. No. 023410 5110 RWALL TI MJ 18" 22.5 DEG MJ -an mi VALVE VAULT NO_1 2" 90 DEG. BASE BEND C BYPASS CONNECTION SECTION M4-01 SW: IP4'=TV REF: M2 -01,M2-02 DATE: MAY 2010 DEsMNED: uo DRAWN: LA0/PL CHECKED- LAP/HWL PROJECT N0: 46466-002 D APPROACH PIPE SECTION M4-01 SCALE:IN'=1'-0' REF:M2-01,M2-02 GRAPHIC SCALE ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 NORTH FORK REGIONAL PUMP STATION SECTIONS a 7 4' a' SCALE 114"=T -T DRAWING I SHEET 39 OF I M4-01 70 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 0.1 +O.D +0.0 0.0 + +0.0 +0.0 +0.0 z +0.0 +0.0 +0.0 + . +0.0 +0.1 +0.2 +0.2 +0.3 +0.1 +0.1 +0.0 +0.0 +0.0 +0.0 +0.1 +0.1 +0.2 + I +0.0 +0. +0.3 +0.9 I .5 I L -_J +0.0 +0. +0.2 +0.4 +0.7 +0.6 +O.Q +0.q-.- -^ - p.010 +0.1 t +0.0 +01 +0.1 Q.OI +D.O +0.1 +41 + A +q 4 +28 +99 +1.6 0.5 +0.2 +0.0 1 2 -L -L -L -------- +\ MODEL NO: B1 ­D -ARE -2B -DL -119 -LED -B -UL -BZ 27.1" [ &l4 milt J 14t+O mm j Optional Photocell 14.0" Reoelinicle Location [ 356 milt T�Qnvenrart,Interlocking T Dlrn. "A„ FIX. 2 3 11.75" 113.75- 4 15.76" [ 1001nm J 17.75„ fi 19.75" P'fduct Dlcifs&V ImIttal Delfrend CED Color I artery los aPlealWON + + + + i amilly Weiler VpM 1T1l L (I 0.0 0.0 0.0 0.0 i'ferlomice lte 0#10OS I, ,, -- 'A' -... -- ILED-0 Mist_ ®6V in ranust , on the JI pnr:' dW afiove 0'35K 35t00K0elorTernperatnnrl OSS" ED24 (120-277Nr M BZ Prudusl liauskil Irrfllal Delivered LED Chlor Factory -Installed Options 0 + 0.5 + 0.6 + 0.3 + 0.1 + 0.1 Family Indlcator Olol Cs Atoun#Irtd Lumens (00's) Performance 1lol*e Ctp#X1s It ehoDslitg niore tlian nne option. please type M.H. 15' -0' 7 BAR 164 8,120 BLD -ARE -2B -DL -119 -LED -B- UL -BZ 120 OLD ARE [3T2' DL' ®017 LED -B ■UL E3 SV in inanrany on the lines proviI Prove. 1335K-3500 olorTemireiatrtre' WALL BETA LED 02B' C3034 (120--277V ■BZ ®43K-4300KColor TernpeiatA.npl 2 BAR 50 3,500 3LD-SEC-T3-WM-034-LED-B- 120 PROVIDE BIRD SPIKES OPTION 13051 Universal) ®BK ®525-525n)A DrNp Corrcnt6' D +0.1 +0.0 +0.0 +0.0 +0.0 ®068 13085 ®UH {347-430'8 [3 WH PIR 13700-704mA Drive 1Cnrrent".? 3 [3 13F-Fusae ®102 Universal) [3 HIL-Hi/Low (I761a50J525, dual r helit ingut)9-11 E119 E312(120V) 13P-Photocell11-11 0136 1324 (240V) 13 R-NEA4A Pltoterell Receilita€:101-0-1£ 13153 1327 (277V) 13 TL -Two -Level (175;525 atl integrated sensor crandrril)s. +0.0 +0.0 +0.0 +0.0 +0.0 13170 1334 (347V) 13 TL1-Two-Level (3511,'700 w1 integrated senior I:aartrnl) 13157 13TI-2-Two-Level (01350 w/ integrated sensor control)" Footnotes ®204 13 TL3-Two-Levet (01525 wt integrated sensor control)!," [31R -4 -Two -Level (01700 wJ integrated sonsor contron91t + 4- + + DETAIL FIXTURE " 0 o.o 10. 2 0.3 0.5 0.7 .0. 0.0 0.0 0.0 0.0 0.0 2 - YpE A +0.0 +0. +0.0 +0.2 +1.5 +2.5 +4.2 3.1 +0.5 � .0 +0.0 +0.0 +0.0 B 12 • • EVI +0.0 +0. +0.0 +0.1 F10 t.0 +0.0 +0.0 A0.0 +0.0 +0.0 +0.0 +0.0 + .0 +0.0 +0.0 CONTROL BUILDING +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 + +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 0 +0.0 +0.0 .0 +0.0 + .0 .0 +0.0 4 +0.0 +0.0 +0.0 +0.0 +0.0 NTS MODEL NO: BLD-SEC-T3-WM-034-LED-B-UL-BZ 1 (413 Light Rare Dlrn. "A„ FIX. 2 3 11.75" 113.75- 4 15.76" 5 17.75„ fi 19.75" +0.0 +0.0 +0.0 +0.0 MAINTENANCE FACTOR = 1 FIX. (1041r() LAMPS h< TYPE A„ P'fduct Dlcifs&V ImIttal Delfrend CED Color I artery los aPlealWON + + + + i amilly Weiler VpM 1T1l L (I 0.0 0.0 0.0 0.0 i'ferlomice lte 0#10OS If rho yin more than ow oplion, pl m type BLOT SEC ET8' WM' M017 ILED-0 Mist_ ®6V in ranust , on the JI pnr:' dW afiove 0'35K 35t00K0elorTernperatnnrl OSS" ED24 (120-277Nr M BZ 134SX-4300K Color TeraperaturvA' 13061 laYuerW) 1391E ®525-5Z5mADrive 0urroI 13068 03011 13WH rJEM4rnergency"I +0.0 +0C +0.0 +0.0 +0.0 +0.0 +0.0 o +0.0 +o.o/ - +0.0 +0.0 +o +0.0 +o.o Eps6(347-4130V ® P9 �a-aeEs�ts E�eran�°'e 13102 iverlial) 174aseil•12 1312(12011) 13 HI -Maw iii715MW525,dual chotlitltt2sr#)r1'1a-96 a24(240N1) ®P-Fhdtocell"' ELECTRICAL - SITE PLAN CALCULATION a27127N) 12 -2- -L (> 50,W "algraW sernivi QomboI E7-02 1" = 10' - 0" 13214 (347V) SPECIFIC NOTES SITE LIGHTING SHALL BE CONTROLLED FROM CONTROL ROOM LIGHT SWITCHES. CONTRACTOR SHALL PROVIDE CONTRACTOR AND MISC. HARDWARE TO CONNECT UP AND COMPLETE. 2❑ EACH OUTDOOR LUMINARIES EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINARIES. THE SPILLOVER OF LIGHTING FROM LUMINARIES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF FOOT CANDLE. ❑3 CATALOG CUTS PROVIDED AS REQUIRED FOR SITE PLAN REVIEW AND APPROVAL. PD%NAI N,\46466-002\CARD\46466DDEE7-02.DWG (a)DETAIL - FIXTURE TYPE "B" 1311 E7-02 NTS LIGHTING FIXTURE TYPE SCHEDULE ❑ MAINTENANCE FACTOR = 1 FIX. LAMPS TYPE QUANTITY DESCRIPTION MOUNTING MANUFACTURER VOLTS REMARKS NO WATTS LUMENS 7 BAR LED, FULL CUTOFF, TYPE II POLE BETA LED PROVIDE BETA LED AA 1 AREA LIGHT WITH BACKLIGHT CONTROL & ALUMINUM HOUSING M.H. 15' -0' 7 BAR 164 8,120 BLD -ARE -2B -DL -119 -LED -B- UL -BZ 120 PS5R15C-1 ROUND STEEL POLE (COLOR -DARK BRONZE). 2 BAR LED, FULL CUTOFF, TYPE III WALL BETA LED COLOR -DARK BRONZE 0 1 AREA LIGHT, ALUMINUM HOUSING M.H. 8'-0" 2 BAR 50 3,500 3LD-SEC-T3-WM-034-LED-B- 120 PROVIDE BIRD SPIKES OPTION UL -BZ FROM MANUFACTURER WHITMAN, REQUARDT AND ASSOCIATES, LLP Engineers, Architects and Planners 9030 Stony Point Parkway, Suite 220 804 272-8700 RICH!YIO.VD, VIRCI_VIA FAX: 897 w�ww.wralto.alln.com GRAPHIC SCALE p 5' 10' 20' SCALE: 1" = 10' scal �elz ALBEMARLE COUNTY SERVICE AUTHORITY DRAWING SHEET VEK.: 168 SPOTNAP ROAD 55 DATE: MAY 2010 CHARLOTTESVILLE, VIRGINIA 22911 DESIGNED• Dv DRAWN: � NORTH FORK REGIONAL PUMP STATION RW E7-02 CHECKED- KK/AP ELECTRICAL SITE LIGHTING PHOTOMETRICS 70 PRQIECT N0: 48486-002 #03200-00—C UN/l/ERS/TY OF V/RGA �t, 0. B. 27/2, � c _ PLA T.• D. B. / 6Z Lr- W44OPA, pAr Aw,��*A - I VA WtAli MiII 41.1 � & 1 NO' 0VA kiwmI h\a p�_ fitm -III 3g6— SCALE 0 20' 40' 0+00 1+00 2+00 3+00 4+00 VERTICAL SCALE 0 5' 10' HORIZONTAL SCALE 0 40' 80' KHI M.AN, RERUARDT AND ASSMAT S. LLP Engineers, Architee Ls anal Ptan,nera 9030 Stony Point Pa7kway, S'vite. 220 (804) 272-8700 Pichmond, Virgivia F.4X: 7 -rof88.971 ALBEMARLE COUNTY SERVICE AUTHORITY 168 Spotnap Road Charlottesville, Virginia 22911 NORTH FORK REGIONAL PUMP STATION SECTION VIEW JUNE 8, 2009 �CuCC�C ��MINIM�.�C CC■CCC■CC. 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C CC C � C C:C ■ INN CC CMIS■CGCG C C ■ C CCC I�C ■NN■■■■■■■■■■N■ CC■■■■■■■ ■■■ =C 1M■■N■■■C■EC■■■■■■■■■■■■■■■■■■ CCCCmommm■CCCCCCCCCCCCC CCCCCC No I■ 0+00 1+00 2+00 3+00 4+00 VERTICAL SCALE 0 5' 10' HORIZONTAL SCALE 0 40' 80' KHI M.AN, RERUARDT AND ASSMAT S. LLP Engineers, Architee Ls anal Ptan,nera 9030 Stony Point Pa7kway, S'vite. 220 (804) 272-8700 Pichmond, Virgivia F.4X: 7 -rof88.971 ALBEMARLE COUNTY SERVICE AUTHORITY 168 Spotnap Road Charlottesville, Virginia 22911 NORTH FORK REGIONAL PUMP STATION SECTION VIEW JUNE 8, 2009