Loading...
HomeMy WebLinkAboutWPO201500039 Plan - Stormwater 2015-09-09I � Mvffl MW U HO IT FAL L - - OU Y, i I 1 F AN! Ir- j" • i r It K iti s ♦� . ` SHEETS TITLE 1. COVER SHEET �_cr aebQ r.' ^ W l:Qy" lenowS Roe_kvII Aec 2. KEY SHEET ' .nr,nR..rep �a t . Q\"lil:t�rn�lton k' • )z^t.r 3. LEGEND, ABBREVIATIONS AND GENERAL NOTES 4. PLAN AND PROFILE: STA. 10+00 TO STA. 21+00 5. PLAN AND PROFILE: STA. 21+00 TO STA. 33+00 6. PLAN AND PROFILE: STA. 33+00 TO STA. 44+53 7. DETAILS 8. DETAILS ' 9. EROSION AND SEDIMENT CONTROL NOTES AND DETAILS 10. EROSION AND SEDIMENT CONTROL NOTES AND DETAILS NO. I DATE I BY I REVISIONS 11 CADD Civil Sheets 46480-011G0-01.dwg Aug 31, 2015 — i .�.., � i. i I .{ 1 tiP� i 19 r F ! J {Le �r' , ' . , � - � 'S •." - a ;0 The 'e•�t �?� „':!—� +' ... '`tib J• i jrf-3Iftir ' �• `4 F y?�Y t-. PROJECT LOCATION li l�'i�l IT P1' AUGUST gg 01 *MI Whitman, Requardt & Associates, LLP 9030 Stony Point Parkway, Suite 220, Richimond, Virginia 23235 CHARLES E. Lic. No 022835 ZONAL » _ ?rsj Y^, / Wig' CW rna ' oGlerr Fume , �_cr aebQ r.' ^ W l:Qy" lenowS Roe_kvII Aec ' A�r,x•.n.on riA.�a a :.rr ' ._,, Restpn l tvr.x B as O Mrs! env OSn.nx O cr^y DAnnaf`dls' . ' .nr,nR..rep �a t . Q\"lil:t�rn�lton k' • )z^t.r PROJECT CITY OF CHARLOTTESVILLE LOCATION r CHARLOTTESVILLE - ' SCOT LE, z �„ ,w.xp '',"a ,.NA% -.nal Forrst °�•,'�• .�.narx.rh ., . RICHFAOND�� Y�O xg roan ' Q ii Cdy 1I Y - an,0� wrtaxe a . rrM! ++e f. ORC r—. Re v. FI M Burgo rev+"sn ,go' "" <a J •n`apurg0 . „ratpi�jY � . 0:.'11 abanxbwp Nm ,a;•,me .,.� �Si i rcn5,d.a � n - .• 4m, ar. cay L N•ns f ''Mmnux J i Rf - Hao �. '• o 77; �: eu+ronn ",:yns. Bu0'$A CJ -peaks O; x. � uamnevxk Danwla• 9= C u4n4 Ii� ii y» 1C Y, K fir,1 , T v4.!o ..., 44 J f'1tlrarit'rr}I�IR p : -u1i+a r F y?�Y t-. PROJECT LOCATION li l�'i�l IT P1' AUGUST gg 01 *MI Whitman, Requardt & Associates, LLP 9030 Stony Point Parkway, Suite 220, Richimond, Virginia 23235 CHARLES E. Lic. No 022835 ZONAL » _ ?rsj Y^, / Wig' CW rna ' oGlerr Fume , �_cr aebQ r.' ^ W l:Qy" lenowS Roe_kvII Aec ' A�r,x•.n.on riA.�a a :.rr ' ._,, Restpn l tvr.x B as O Mrs! env OSn.nx O cr^y DAnnaf`dls' . ' .nr,nR..rep �a t . Q\"lil:t�rn�lton k' • )z^t.r PROJECT LOCATION r CHARLOTTESVILLE - ' SCOT LE, z �„ ,w.xp '',"a ,.NA% -.nal Forrst °�•,'�• .�.narx.rh ., . RICHFAOND�� Y�O xg roan __ wNrl' ,n N r Y 'Ar ir.r.,G' Y - an,0� wrtaxe a . rrM! ++e f. ORC r—. Re v. FI M Burgo rev+"sn ,go' "" <a J •n`apurg0 . „ratpi�jY � . 0:.'11 abanxbwp Nm ,a;•,me .,.� �Si i rcn5,d.a � n - .• 4m, ar. cay L N•ns f ''Mmnux J i Rf - Hao �. '• o ; O . -' - � Ah �: eu+ronn ",:yns. Bu0'$A CJ -peaks O; x. � uamnevxk Danwla• NO SCALE APPROVED by thQ Albesm:sde County Community Development Depertment Dote File (� PROJECT NUMBER: 2013-05 SCALE: ALBEMARLE COUNTY SERVICE AUTHORITY HORIZ: N/A VERT.: N/A 168 SPOTNAP ROAD DATE: AUGUST 2015 CHARLOTTESVILLE, VIRGINIA 22911 DESIGNED: C.E.L. MICHIE TAVERN WATER MAIN REPLACEMENT PROJECT DRAWN: R.K.W. CHECKED. D.J.S. PROJECT NO.: 46480-011 COVER SHEET 1 OF 10 *SEE GENERAL NOTES, ,THIS SHEET. GENERAL NOTES 36.5 Centerline Elevation of Stream HS ❑ Head Stone (Cemetery) 1. ALL CONSTRUCTION MATERIALS- AND INSTALLATION SHALL CONFORM TO THE LATEST EDITION OF STANDARDS, FOR THE ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA), AND/OR THE VIRGINIA DEPARTMENT OF TRANSPORTATION UNLESS ® /0 1079 Traverse aind Temporary Bench Mark NOTED OTHERWISE ON THE PLANS OR IN THE SPECIFICATIONS. T-1079 381642.66 2. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE 11483894.22 CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF LEGEND 385.99 PROPOSED) EROSION AND SEDIMENT CONTROL ELEV. NAME (SOME SYMBOLS SHOWN MAY NOT BE USED) LEGEND 11489006.96 EXISTING EASEMENTS 28 SAFETY FENCE LIMITS OF DISTURBANCE Symbology TEMPORARY CONSTRUCTION cE 4000 3891362.101 ENTRANCE PROPOSED PAVING (NOT ALL SYMBOLS MAY BE SHOWN ON PLANS) O Airport Runway Light ® Gas Line Marker p Railroad Switch Box si= o Airport Navigation Aid © Gas Manhole OO Sanitary Sewer Manhole Ex. Underground +s6.3 Airport Obstruction Spot a Gas Meter PROTECTION ®iP Satellite Dish +.125.50 e Airport Symbol - Miscellaneous 361.14 Gas Valve SO Sign TREE PRESERVATION 368.91 Antenna AND PROTECTION Gas Well 96.3 X Spot Elewation FIRE HYDRANT ASSEMBLY 4009 Bench Mark 0 Golf Course Symbol-Miscell. ® Steam Ccover WSCB PB C PIPE Bollard ® Grate 3890482.285 11488855.03 CHECK DAM SANITARY SEWER BoringGuy ¢ Pole © Steam Manhole 4713 0 Boundary Marker >- Guy Wire Post ►si Steam Vglve 11489678.87 0 Bush o HVAC Unit OO Storm Drain Manhole T-5447 N Cable Marker (Text indicates type). T Hydrant J-4 Swamp / Marsh 3890579.294 11489160.10 Capstan NI Lamp � Telephone; o Catch Basin .(Depicted as built) A Light Pole O Telephones Manhole OR Drain Inlet © Mail Box F Telephone Pedestal ® Drain Inlet -Circular O Manhole EGE Transmission Pole -E3- Cleat ® Metal Cover N Transmiss ion Tower OControl -Horizontal Photo. (D Meter -Unidentified 0 Traffic Signal Box O Control -Vertical Photo. m Miscellaneous Polegnal + Traffic Si C Culvert Headwall c Monitoring Well Tree /0 6HEM15 6" Hemlock With 15' Canopy (Diameter) < Culvert Pipe Q Monument O Unidentified Object + Dolphin o Navigation Aid X Utility Pole 2 Electric Box 3� Navigation Aid -Lighted >a Valve -Unidentified 0 Electric Manhole Parking Meter ® Vent Pipe 0 Electric Meter ® Fill Cap Post 0 Water Manhole p Flag Pole O Property Corner WM o-- Water Meter ® Fuel Line Marker N Pump Water Tap ® Fuel Line Marker Railroad Signal ® Water Well c�a Fuel Valve ® Water Valve CL/STREAM *SEE GENERAL NOTES, ,THIS SHEET. GENERAL NOTES 36.5 Centerline Elevation of Stream HS ❑ Head Stone (Cemetery) 1. ALL CONSTRUCTION MATERIALS- AND INSTALLATION SHALL CONFORM TO THE LATEST EDITION OF STANDARDS, FOR THE ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA), AND/OR THE VIRGINIA DEPARTMENT OF TRANSPORTATION UNLESS ® /0 1079 Traverse aind Temporary Bench Mark NOTED OTHERWISE ON THE PLANS OR IN THE SPECIFICATIONS. T-1079 381642.66 2. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE 11483894.22 CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF LEGEND 385.99 PROPOSED) EROSION AND SEDIMENT CONTROL ELEV. NAME (SOME SYMBOLS SHOWN MAY NOT BE USED) 3890204.693 11489006.96 * EASEMENTS 28 SAFETY FENCE LIMITS OF DISTURBANCE LOD TEMPORARY CONSTRUCTION cE 4000 3891362.101 ENTRANCE PROPOSED PAVING T-4000 O GOALS STUDY FACILITIES NEEDS PROGRAM AND MASTER 11491322.26 STRAW BALE BARRIER GRAVEL- DRIVE REPLACEMENT PLANNING" PREPARED BY E.D. ROSENFIELD ASSOCIATES, si= 11490966.75 429.87 SILT FENCE ABANDONED IN PLACE 3891418.299 SF SF - Ex. Underground T-4004 STORM DRAIN INLET REMOVE X X PROTECTION ®iP SPOT ELEVATION +.125.50 CULVERT INLET =30 BORINGe-, 361.14 PROTECTION TEST PIT ie ' TREE PRESERVATION 368.91 Water Line AND PROTECTION VALVE Ex. UndergroundE O FIRE HYDRANT ASSEMBLY 4009 TEMPORARY SEEDING WATER MAIN 359.00 PERMANENT SEEDING PS WATER SERVICE CONNECTION WSCB @AND METER BOX Ex. Underground 4011 3890482.285 11488855.03 CHECK DAM SANITARY SEWER GG 3890353.671 SANITARY SEWER CONNECTION SSC GPS -4 4713 3891221.901 UTILITY STREAM CROSSING SANITARY SEWER CLEAN OUT -0 C.O. 4997 3890993.101 11489678.87 CRITICAL SLOPE AREA* *SEE GENERAL NOTES, ,THIS SHEET. GENERAL NOTES 36.5 Centerline Elevation of Stream HS ❑ Head Stone (Cemetery) 1. ALL CONSTRUCTION MATERIALS- AND INSTALLATION SHALL CONFORM TO THE LATEST EDITION OF STANDARDS, FOR THE ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA), AND/OR THE VIRGINIA DEPARTMENT OF TRANSPORTATION UNLESS ® /0 1079 Traverse aind Temporary Bench Mark NOTED OTHERWISE ON THE PLANS OR IN THE SPECIFICATIONS. T-1079 381642.66 2. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE 11483894.22 CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF LEGEND 385.99 --415- - - - Existing Contours -WET Wetlands NO. I DATE I BY Property Boundary Ex. Easement (ROAD R/W, UTILITY) Depression - x x - Obscured Depression Railroad - Active Guardrail REVISIONS N:\46480-011\CADD\Civil\Sheets\46480-011Gl-03.dwg Aug 31, 2015 - 12:08pm Treeline Bushes Water or Ditchline Fence Railroad - Abandon THE WORK. 3. CONTRACTOR SHALL INCLUDE IN THE APPLICABLE BID PRICES, THE COST OF LOCATING AND UNCOVERING ALL STORM SEWER MANHOLES, STORM DRAIN INLETS AND GRATES, AND VALVE BOXES. PRIOR TO THE WORK AND THE COMPLETION OF ALL PAVING, THE CONTRACTOR SHALL ADJUST THEM TO THE FINAL ROAD GRADE'S AS NECESSARY. 4. EXISTING UTILITIES ARE SHOWN ONLY IN APPROXIMATE LOCATIONS ON THE PLANS BASED ON AVAILABLE RECORDS AND FIELD SURVEYS. CONTRACTOR SHALL, ON HIS OWN INITIATIVE AND AT NO ADDITIONAL COST TO THE OWNER, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. CONTRACTOR SHALL CALL "MISS UTILITY ® 811 OR 1-800-552-7001 PRIOR TO CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FOR ANY DAMAGE AND REPAIR TO ANY UTILITY LINES OR STRUCTURES, BY COMPLYING WITH THE REQUIREMENTS OF THE UTILITY OWNERS. 5. FINAL ACCEPTANCE BY ACSA SHALL NOT BE MADE UNTIL ALL WORK SHOWN ON CONTRACT DRAWINGS AND INCLUDED IN THE SPECIFICATIONS IS COMPLETED INCLUDING PAVING, GRADING, TESTING AND ALL REQUIRED ADJUSTMENTS. 6. THE ENGINEER WILL INSPECT ALL PIPELINES, AND APPURTENANCES THERETO, AS SHOWN ON THE APPROVED UTILITY PLANS, LOCATED WITHIN DEDICATED EASEMENTS AND/OR PUBLIC RIGHT-OF-WAY. 7. CONTRACTOR SHALL RESTORE LIMITS OF WORK TO EXISTING GRADES AND REINSTALL ALL FENCING, LANDSCAPING, LIGHT, POWER POLES, DITCHES, AND REINSTALL ANY DISTURBED PROPERTY PINS BY A VIRGINIA CERTIFIED LAND SURVEYOR, ETC. DISTURBED OR TEMPORARILY RELOCATED DURING THE WORK. 8. VERTICAL DATUM IS BASED ON N.A.V.D. 88 FEET. HORIZONTAL CONTROLS ARE BASED ON VIRGINIA STATE PLANE COORDINATE GRID, SOUTH ZONE, NORTH AMERICAN DATUM OF 1983 (NAD 83). 9. ALL FITTINGS AND APPURTENANCES SHALL BE RESTRAINED, AND BLOCKED WITH CONCRETE PER ACSA STANDARD DETAILS. 10. CONTRACTOR SHALL REMOVE EXISTING VALVE BOXES AND BACKFILL WITH SAND OR STONE. 11. ALL 4 -INCH DIP SHALL BE CLASS 53. ALL 6 -INCH AND 8 -INCH DIP SHALL BE CLASS 52. 12. IN AREAS WHERE SETTLING HAS OCCURRED, CONTRACTOR SHALL BACKFILL WITH STONE AS DIRECTED BY ACSA INSPECTOR. Existing Edge of Pavement (EP) Whitman, Requardt & Associates, LLP 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 13. PRIOR TO ANY EXCAVATION, CONTRACTOR SHALL HAVE MATERIALS ON SITE TO REPAIR ANY EXISTING WATERLINE, AND SERVICE CONNECTIONS IN THE EVENT OF DAMAGE, AT NO ADDITIONAL COST TO OWNER. 14. TRENCHES AND EXCAVATIONS WITHIN VDOT ROADS SHALL BE BACKFILLED COMPLETELY WITH 21-A STONE. 15. FOR WATER INSTALLATIONS WITHIN EXISTING VDOT R/W; UTILITY CONTRACTORS MUST NOTIFY VDOT WHEN INSTALLATION BEGINS SO THAT DENSITY CAN BE TESTED ON TRENCH BACKFILL (95% ASTM. D-6981 ® OPTIMUM MOISTURE f2%). 16. PROPERTY OWNER NOTIFICATION WILL BE HANDLED BY THE ACSA. CONTRACTOR WILL NEED TO PROVIDE ACSA WITH A TWO WEEK NOTIFICATION PRIOR TO CONSTRUCTION. 17. DISTURBED DITCHES SHALL BE RESTORED TO EXISTING GRADES AND LINING EXCEPT WHERE EXISTING GRADES RESULT IN NEGATIVE GRADES. NEGATIVE GRADES SHALL BE CORRECTED TO PROVIDE POSITIVE GRADES BETWEEN CULVERTS. 18. ALL WATER MAINS, INCLUDING FIRE HYDRANT LINES AND SERVICE LATERALS, SHALL BE INSTALLED WITH A MINIMUM COVER OF 3.5 FEET, MEASURED BELOW EDGE OF PAVEMENT OR 3.5 FEET BELOW EXISTING GROUND OR THE INVERTS OF EXISTING CROSS CULVERTS OR STORM SEWER, WHICHEVER IS GREATER. 19. IF NEW WATER MAIN IS INSIDE OF EXISTING PAVEMENT BY 3 FT. OR LESS, THE LIMITS OF PAVEMEINT OR GRAVEL REPLACEMENT SHALL EXTEND FROM EXISTING EDGE OF PAVEMENT OR GRAVEL SURFACE TO CENTERLINE OF THE TRAVEL LANE. IF NEW WATER MAIN IS GREATER THAN 3 FT. FROM EXISTING EDGE OF PAVEMENT OR GRAVEL SURFACE, THE PAVEMENT OR GRAVEL REPLACEMENT SHALL EXTEND TO CENTERLINE OF EXISTING ROAD OR TO LIMITS AS SHOWN. 20. ALL WATER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 21. VALVES ON DEAD-END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 22. CONTRACTOR SHALL PROVIDE ALL TRAFFIC CONTROL AND ROAD SIGNAGE IN ACCORDANCE WITH VDOT REQUIRMENTS, AT NO ADDITIONAL COST TO THE OWNER. 23. ALL STOCKPILE, PARKING & STORAGE AREAS WILL BE WITHIN THE LIMITS OF DISTURBANCE. COORDINATE WITH ACSA AND COUNTY ENVIRONMENTAL INSPECTOR. 24. CRITICAL SLOPE AREAS IDENTIFIED ON PLANS ARE TO BE RESTORED AS NOTED IN EROSION AND SEDIMENT CONTROL NOTE F. CRITICAL AREAS, SHEET 9. CHARLES EUCK, JR Lic. No. 022835 Iola S P1:1:7:1y/lI•\iUlf�,. (NOT ALL SYMBOLS MAY BE SHOWN ON PLANS) BC = BOTTOM OF CURB BPF = BENT PIPE FOUND BW = BOTTOM OF WALL CED = CEDAR CMP = CORRUGATED METAL PIPE DIP = DUCTILE IRON PIPE DW = DOGWOOD EB = ELECTRIC BOX FH = FIRE HYDRANT HOL =HOLLY . LP = LIGHT POLE MAP = MAPLE PE = POLYETHYLENE PIPE PPB = PLASTIC PIPE BOLLARD PVC = POLYVINYL CHLORIDE PIPE RCP = REINFORCED CONCRETE PIPE S = SIGN SDMH = STORM DRAIN MANHOLE SSMH = SANITARY SEWER MANHOLE T-4000 = SURVEY CONTROL POINT TC = TOP OF CURB TW = TOP OF WALL UP = UTILITY POLE VCP = VITRIFIED CLAY PIPE WMH = WATER MANHOLE WMV = WATER METER VAULT WP = WHITE PINE 18ASH35 = 18" ASH WITH 35' CANOPY (DIAMETER) SURVEY NOTES 1. NOTE: THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS SHOWN IN AN APPROXIMATE LOCATIONS. UTILITIES ARE LOCATED USING UTILITY COMPANY LOCATIONS, CITY/COUNTY UTILITY MAPS, AND FIELD VERIFICATION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMEN- CING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 2. THE FOLLOWING MISS UTILITY TICKETS WERE USED IN THE PREPARATION OF THIS TOPOGRAPHIC SURVEY: 03007 A412201795-OOA DATED MAY 2, 2014 03160 A412201868-OOA DATED MAY 2, 2014 01724 A412501391-OOA DATED MAY 5, 2014 01740 A412501408-OOA DATED MAY 5, 2014 05105 A412201795-OOA DATED MAY 5, 2014 05106 A412201868-OOA DATED MAY 5, 2014 04750 A412501391-OOA DATED MAY 8, 2014 3. A PORTION OF THE TOPOGRAPHIC SURVEY SHOWN HEREON WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF THOMAS B. LINCOLN FROM AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION;THAT THE IMAGERY AND/OR ORIGINAL DATA WAS OBTAINED ON MAY 5, 2014; AND THAT THIS PLAT, MAP, OR DIGITAL GEOSPATIAL DATA INCLUDING METADATA MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED. 4. A PORTION OF THE TOPOGRAPHIC SURVEY SHOWN HEREON WAS PROVIDED BY THE UNIVERSITY OF VIRGINIA 5. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT. SURVEY CONTROL POINTS/BENCHMARKS: PT # Line Patterns EASTING ELEV. NAME (SOME SYMBOLS SHOWN MAY NOT BE USED) 3890204.693 11489006.96 * UTILITIES NOTED AS SHOWN PER EDRA/BS ARE PER 28 3890332.438 11489249.38 PLAN TITLED, "UNIVERSITY OF VIRGINIA MEDICAL CENTER T-28 4000 3891362.101 CHARLOTTESVILLE, VIRGINIA LONG-RANGE ROLE AND 404.65 T-4000 4001 GOALS STUDY FACILITIES NEEDS PROGRAM AND MASTER 11491322.26 406.03 T-4001 PLANNING" PREPARED BY E.D. ROSENFIELD ASSOCIATES, 3891328.222 11490966.75 429.87 INC. AND BASKERVILL & SON. DATE OF PLAN IS UNKNOWN 4004 3891418.299 Ex. Underground Ex. Underground T-4004 4005 Steam Line STM Telephone Line T T Ex. Underground FO Ex. Underground 11489873.30 361.14 Fiber Optic Line 4007 W W 368.91 Water Line 4008 3890733.081 Ex. UndergroundE Ex. Underground S 4009 Electric Line 11489209.88 359.00 S 4010 Sanitary Sewer Line 11489071.24 354.51 Ex. Underground 4011 3890482.285 11488855.03 Storm Drain Line D D Ex. Underground GG 3890353.671 11488793.36 Gas Line GPS -4 4713 --415- - - - Existing Contours -WET Wetlands NO. I DATE I BY Property Boundary Ex. Easement (ROAD R/W, UTILITY) Depression - x x - Obscured Depression Railroad - Active Guardrail REVISIONS N:\46480-011\CADD\Civil\Sheets\46480-011Gl-03.dwg Aug 31, 2015 - 12:08pm Treeline Bushes Water or Ditchline Fence Railroad - Abandon THE WORK. 3. CONTRACTOR SHALL INCLUDE IN THE APPLICABLE BID PRICES, THE COST OF LOCATING AND UNCOVERING ALL STORM SEWER MANHOLES, STORM DRAIN INLETS AND GRATES, AND VALVE BOXES. PRIOR TO THE WORK AND THE COMPLETION OF ALL PAVING, THE CONTRACTOR SHALL ADJUST THEM TO THE FINAL ROAD GRADE'S AS NECESSARY. 4. EXISTING UTILITIES ARE SHOWN ONLY IN APPROXIMATE LOCATIONS ON THE PLANS BASED ON AVAILABLE RECORDS AND FIELD SURVEYS. CONTRACTOR SHALL, ON HIS OWN INITIATIVE AND AT NO ADDITIONAL COST TO THE OWNER, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. CONTRACTOR SHALL CALL "MISS UTILITY ® 811 OR 1-800-552-7001 PRIOR TO CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FOR ANY DAMAGE AND REPAIR TO ANY UTILITY LINES OR STRUCTURES, BY COMPLYING WITH THE REQUIREMENTS OF THE UTILITY OWNERS. 5. FINAL ACCEPTANCE BY ACSA SHALL NOT BE MADE UNTIL ALL WORK SHOWN ON CONTRACT DRAWINGS AND INCLUDED IN THE SPECIFICATIONS IS COMPLETED INCLUDING PAVING, GRADING, TESTING AND ALL REQUIRED ADJUSTMENTS. 6. THE ENGINEER WILL INSPECT ALL PIPELINES, AND APPURTENANCES THERETO, AS SHOWN ON THE APPROVED UTILITY PLANS, LOCATED WITHIN DEDICATED EASEMENTS AND/OR PUBLIC RIGHT-OF-WAY. 7. CONTRACTOR SHALL RESTORE LIMITS OF WORK TO EXISTING GRADES AND REINSTALL ALL FENCING, LANDSCAPING, LIGHT, POWER POLES, DITCHES, AND REINSTALL ANY DISTURBED PROPERTY PINS BY A VIRGINIA CERTIFIED LAND SURVEYOR, ETC. DISTURBED OR TEMPORARILY RELOCATED DURING THE WORK. 8. VERTICAL DATUM IS BASED ON N.A.V.D. 88 FEET. HORIZONTAL CONTROLS ARE BASED ON VIRGINIA STATE PLANE COORDINATE GRID, SOUTH ZONE, NORTH AMERICAN DATUM OF 1983 (NAD 83). 9. ALL FITTINGS AND APPURTENANCES SHALL BE RESTRAINED, AND BLOCKED WITH CONCRETE PER ACSA STANDARD DETAILS. 10. CONTRACTOR SHALL REMOVE EXISTING VALVE BOXES AND BACKFILL WITH SAND OR STONE. 11. ALL 4 -INCH DIP SHALL BE CLASS 53. ALL 6 -INCH AND 8 -INCH DIP SHALL BE CLASS 52. 12. IN AREAS WHERE SETTLING HAS OCCURRED, CONTRACTOR SHALL BACKFILL WITH STONE AS DIRECTED BY ACSA INSPECTOR. Existing Edge of Pavement (EP) Whitman, Requardt & Associates, LLP 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 13. PRIOR TO ANY EXCAVATION, CONTRACTOR SHALL HAVE MATERIALS ON SITE TO REPAIR ANY EXISTING WATERLINE, AND SERVICE CONNECTIONS IN THE EVENT OF DAMAGE, AT NO ADDITIONAL COST TO OWNER. 14. TRENCHES AND EXCAVATIONS WITHIN VDOT ROADS SHALL BE BACKFILLED COMPLETELY WITH 21-A STONE. 15. FOR WATER INSTALLATIONS WITHIN EXISTING VDOT R/W; UTILITY CONTRACTORS MUST NOTIFY VDOT WHEN INSTALLATION BEGINS SO THAT DENSITY CAN BE TESTED ON TRENCH BACKFILL (95% ASTM. D-6981 ® OPTIMUM MOISTURE f2%). 16. PROPERTY OWNER NOTIFICATION WILL BE HANDLED BY THE ACSA. CONTRACTOR WILL NEED TO PROVIDE ACSA WITH A TWO WEEK NOTIFICATION PRIOR TO CONSTRUCTION. 17. DISTURBED DITCHES SHALL BE RESTORED TO EXISTING GRADES AND LINING EXCEPT WHERE EXISTING GRADES RESULT IN NEGATIVE GRADES. NEGATIVE GRADES SHALL BE CORRECTED TO PROVIDE POSITIVE GRADES BETWEEN CULVERTS. 18. ALL WATER MAINS, INCLUDING FIRE HYDRANT LINES AND SERVICE LATERALS, SHALL BE INSTALLED WITH A MINIMUM COVER OF 3.5 FEET, MEASURED BELOW EDGE OF PAVEMENT OR 3.5 FEET BELOW EXISTING GROUND OR THE INVERTS OF EXISTING CROSS CULVERTS OR STORM SEWER, WHICHEVER IS GREATER. 19. IF NEW WATER MAIN IS INSIDE OF EXISTING PAVEMENT BY 3 FT. OR LESS, THE LIMITS OF PAVEMEINT OR GRAVEL REPLACEMENT SHALL EXTEND FROM EXISTING EDGE OF PAVEMENT OR GRAVEL SURFACE TO CENTERLINE OF THE TRAVEL LANE. IF NEW WATER MAIN IS GREATER THAN 3 FT. FROM EXISTING EDGE OF PAVEMENT OR GRAVEL SURFACE, THE PAVEMENT OR GRAVEL REPLACEMENT SHALL EXTEND TO CENTERLINE OF EXISTING ROAD OR TO LIMITS AS SHOWN. 20. ALL WATER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 21. VALVES ON DEAD-END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 22. CONTRACTOR SHALL PROVIDE ALL TRAFFIC CONTROL AND ROAD SIGNAGE IN ACCORDANCE WITH VDOT REQUIRMENTS, AT NO ADDITIONAL COST TO THE OWNER. 23. ALL STOCKPILE, PARKING & STORAGE AREAS WILL BE WITHIN THE LIMITS OF DISTURBANCE. COORDINATE WITH ACSA AND COUNTY ENVIRONMENTAL INSPECTOR. 24. CRITICAL SLOPE AREAS IDENTIFIED ON PLANS ARE TO BE RESTORED AS NOTED IN EROSION AND SEDIMENT CONTROL NOTE F. CRITICAL AREAS, SHEET 9. CHARLES EUCK, JR Lic. No. 022835 Iola S P1:1:7:1y/lI•\iUlf�,. (NOT ALL SYMBOLS MAY BE SHOWN ON PLANS) BC = BOTTOM OF CURB BPF = BENT PIPE FOUND BW = BOTTOM OF WALL CED = CEDAR CMP = CORRUGATED METAL PIPE DIP = DUCTILE IRON PIPE DW = DOGWOOD EB = ELECTRIC BOX FH = FIRE HYDRANT HOL =HOLLY . LP = LIGHT POLE MAP = MAPLE PE = POLYETHYLENE PIPE PPB = PLASTIC PIPE BOLLARD PVC = POLYVINYL CHLORIDE PIPE RCP = REINFORCED CONCRETE PIPE S = SIGN SDMH = STORM DRAIN MANHOLE SSMH = SANITARY SEWER MANHOLE T-4000 = SURVEY CONTROL POINT TC = TOP OF CURB TW = TOP OF WALL UP = UTILITY POLE VCP = VITRIFIED CLAY PIPE WMH = WATER MANHOLE WMV = WATER METER VAULT WP = WHITE PINE 18ASH35 = 18" ASH WITH 35' CANOPY (DIAMETER) SURVEY NOTES 1. NOTE: THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS SHOWN IN AN APPROXIMATE LOCATIONS. UTILITIES ARE LOCATED USING UTILITY COMPANY LOCATIONS, CITY/COUNTY UTILITY MAPS, AND FIELD VERIFICATION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMEN- CING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 2. THE FOLLOWING MISS UTILITY TICKETS WERE USED IN THE PREPARATION OF THIS TOPOGRAPHIC SURVEY: 03007 A412201795-OOA DATED MAY 2, 2014 03160 A412201868-OOA DATED MAY 2, 2014 01724 A412501391-OOA DATED MAY 5, 2014 01740 A412501408-OOA DATED MAY 5, 2014 05105 A412201795-OOA DATED MAY 5, 2014 05106 A412201868-OOA DATED MAY 5, 2014 04750 A412501391-OOA DATED MAY 8, 2014 3. A PORTION OF THE TOPOGRAPHIC SURVEY SHOWN HEREON WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF THOMAS B. LINCOLN FROM AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION;THAT THE IMAGERY AND/OR ORIGINAL DATA WAS OBTAINED ON MAY 5, 2014; AND THAT THIS PLAT, MAP, OR DIGITAL GEOSPATIAL DATA INCLUDING METADATA MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED. 4. A PORTION OF THE TOPOGRAPHIC SURVEY SHOWN HEREON WAS PROVIDED BY THE UNIVERSITY OF VIRGINIA 5. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT. SURVEY CONTROL POINTS/BENCHMARKS: PT # NORTHING EASTING ELEV. NAME 27 3890204.693 11489006.96 * T-27 28 3890332.438 11489249.38 * T-28 4000 3891362.101 11491369.82 404.65 T-4000 4001 3891429.260 11491322.26 406.03 T-4001 4002 3891328.222 11490966.75 429.87 T-4002 4004 3891418.299 11490514.36 403.60 T-4004 4005 3891293.277 11490175.62 380.61 T-4005 4006 3891213.644 11489873.30 361.14 T-4006 4007 3891151.544 11489665.12 368.91 T-4007 4008 3890733.081 11489456.72 363.55 T-4008 4009 3890308.670 11489209.88 359.00 T-4009 4010 3890386.793 11489071.24 354.51 T-4010 4011 3890482.285 11488855.03 377.83 T-4011 4012 3890353.671 11488793.36 380.45 GPS -4 4713 3891221.901 11489812.29 360.01 OLD T-32 4997 3890993.101 11489678.87 379.98 T-4997 5447 3890485.838 11489285.59 358.66 T-5447 5751 3890340.961 11489083.95 344.95 T-5751 5852 3890579.294 11489160.10 353.61 T-5852 SCALE: N/A HORIZ: ALBEMARLE COUNTY SERVICE AUTHORITY SHEET VERT.: N/A 168 SPOTNAP ROAD DATE: AUGUST 2015 CHARLOTTESVILLE, VIRGINIA 22911 3 DESIGNED: C.E.L. of MICHIE TAVERN WATER MAIN REPLACEMENT PROJECT DRAWN: R.K.W. CHECKED.• D.J.S. 10 PROJECT NO.: -46480-011 LEGEND, ABBREVIATIONS & GENERAL NOTES N o x ' � 1 `, Q►' 14^.3, LF. - 6' PVC WATER WIN � CIO 11, i1 SEE PR� THIS SHEET. ~�\� STA 16+27.64 VAR BLE WIDTH TEMPORARY �' S o l 6-45 H. BEND EASEMENT (INSIDE EXIST. C&,G) `f' G� �� 1 0'', P ?0' ER ENf, , N 3890321.9 STA 10+18.84 \ Q� �'r f ` EASEMENfi� �� E 11489309.9 °' 6"-11.25' H. BEND 2 LF. - 6' HDPE WATER MAIN - , \ / \, `o ` \ - N 3890528.4 _ - \ g� ,� STA 15+86.83 502 LF. 16 HDPE CNG 0 I » . a Y , 6 -11.25 H. BEND / . i �, , ! , E 11488783.8 SM -WAIL SHEET s, I ��' i ' `� ' ` �N 3890289.8 25 LF. - 6' PVC WATER MAIN SEE PROFILE-A,-THis SHEEP. , , I ! \i i, ; ,� , SEE PROFl THIS SHEET. � �' � ! (�' �' •� � • �. ', � \ nE�1,1489284.6 LE, HDPE TO PVC\COUPLII WITH . ; m 13' 4P ; =6 �O ! o • ' • •\ \ STA 10+10.21 CONC. THRUST COLLAR n4 6"-22.5 H. BEND n. -- -- -- _ \ N 3890530.3 E 11488775.4 R-500 CG -2 \ � .\ I t 1 1 , , , 1 1 1 \ �3 V] � i �...0 " I .a?�I z 1 / / 1 ! !• 3 00 ' ! � L_.+ -r'' ' F ,r•o I „ I 1 1 ci' \ , Y , 2 07•,,�?i ' / / 1 , - �_ - _ 1 \ 5'X5' MUDD PIT OCATION i / - ---- LO (APPROX. L ) %: 1 ZLk a , I I M ' o,h - X UDD PIT ' 10'X20' BORING PIT •---- :;:r • (/r�p X. -LVCATI� ' (APPROX. LOCATION) �----- � � , .T-�---- Lo ti\� �� 1`; , ,� � 11 � t„ I}, � � � ��; , ,� � 7� `r , � ` `��- ;- - ,M- j'` --" �,r, `\ ,\\ '10'-X20- ` 0R1 IT STA 10+00.00 .. ; ', - - ,; " l -Ox. LOCAO 41 370 6"X6 TAP. SLEEVE & VALVE :h : �. - - , ,' r _ IABLE WI TH TEMPORARY L _ _ - �T¢ q / , , PE TOwPP17C G;OUPUNG WITH _ _ - - - VAR D N 3890528.5 _ _ - E 11488765.3 Y I I ` tom y � �' ' � C4 C. THRUST COLLAR , , "' - _ EASEMENT 1 II I ,-� \, , �,VARIABLE WIDYH TEMPORARY 4 8¢&¢ff- LOCATE AND CONNECT I y - TO EXISTING WATER MAIN. ' �,a ;-EASEMENT • �20' PER EfTASEMENT"�¢ » 3 6 ATE VALVE AND BOX /Ytyss2 C -- �� S -_- S '�R52 J tN 5• S �� S0 3 S_ ' STA 17+19.17 STA 20+73.12 6"-45' H. BEND 6"-45' H. BEND �' w N 3890412.8 N 3890717.5 E 11489299.6 E 11489453.0 = LU - Uj O,fZ1 STA 2O+Z9• V `E,U�Q ry 000 ` _ _ _ _ _-------45-H.-BENMU..w --- --------- ------ ------ N 3890675.1--`-�n¢ -- - o >►� 11489464. ",► �� r4> -_ .�- ,' RT ROAD N s- -_. ---HART-R0,AD-- -- -- 31 --- --- _ -- -- - �SP�,u +�� ST. RT. 317 _.r _-- ---------- •{`yam --------- - ------ `_ __ �►-•"-. ..yam- --- _ CONI. D'rCH - _ - - ---------------- --� ---- 380-- -.-LQQ��LU6� OD, D �� �<� W SF PS o8 _ � p -- -- � - F9_ F0 FO F !.. EXIST. 6 D.I. WATER MAIN 1 \ m I ` NOTES: yes' R=500' R=500' ' ` 1 -%SEE DETAIL, SHEET 8. tr __fig 1. INSTALL TRACER WIRE LOCATER BOX AT EACH END 'S► 20' PERMANENT STA 15+7 45 I ; ' - ' `- - -- 3' OF HDPE CASING AND AT A MAXIMUM SPACING OF t�`j� EASEMENT _Y LIMITS OF PAVEMENT ; ; ,' ' ' 6"-90' H. BEND A PORTION OF , i ------------ - ----- - 1 AX MAP PARCEL 25 RESTORATION 1 , --- - - __._ n -- N 3890277.9 300 FEET ALONG H AMAIN.T 77 i a_ �P DX.-.�N ------ ------- COORDINATE BOX LOCATIONS WITH ACSA __ INy ,n END UNITED ACC'�S UNE OR l4 �7�2 �, - _ _ % _ - �, -v � UNIVERSITY OF VIRGIN LA PORTION OF - _ \ Q - H E 11489278.6 D 3. 2099 P. 325 , PRIOR TO INSTALLATION. SEE DETAIL SHEET 7 400 LF - 6' PVC WATER MAN ? r pY i I O.B. 2792 P. 32z TAX MAP 77 PARCEL 15B - \\ `' -_ _`� '8' RCP _ """ �/' `17 I ' 743 P. 38 Q _ I �� B. 7323 PP.35485PLATPAT SEE PROFILE, THIS SHEET. AND SPECIFICATION SECTION 02640.47. i5 P. 5"3 CouMUNm BOARD vI w ' r y,• I J2 M // D.B. 3808 P. 7c,8 I D 8. 514 P. 54G 533 PUT \ \ - _, _-c„, N� Akl l �yJ ,�, J `EE ALSO UNRECORDED ALT AMA LAND TITLE SU& FREPkS Br JTOUH'), ON, NIRUIRAN PSON DATED 5/15/2009 g739_L -. RESTRAINED_JO NT IP_E I i_ __j-�_(-�- i I '-739'LF.! - RE NED._�DINT-PIPE_ I- X739' LFL_.JR _ kED 1JOII"JT_PIPE _UNITED_-I-�.--._ - MITED_ CESS_R -.-I_-I-l-_l-_-I.-I--- UMffED d _ ACCESS - - --- --r-�--�--{- ( �� ACCESS; APP i XIMATE' I 1 ' ' i f I I _ 0 Rj EXIST IG APPROXIMATE EXISTING ROUND' 1 380 -i y II -I n co i_ 1i i I i I I39 1 1 i - - - �� - - --1 --- - -- -1--I ATER - MAIN --�-- -1. - - -- c'3 4 0o - 4 I 1 j Imo; -' (- I ]C I O O_ 100 - A-7 355 i = - - - -I---- -� _ 1 i ---i-- -- - I 1 16'i HDPE i I -�A--- �65 MNG 1 I - I i 1WkTER MAIN ! I i iA I'- - f I I I I - I ; ; I i i I I I I I I i I i I I i I I t 1 1� i _ i -I- --1 -_ -II- --- -I-i i 3 1 i I I _ - iI - Ie _ PF. 6'I HDPE __ � I --! I 1 _.� _ ; - -' � ._�____f-� i ; i -` casl�rc A�ND�6=-- �► �I I � I �- Y I i • - -__I i ! j NYYn i { i i{ 1 i- I I !- I I I l I J I I - I •fiHDPE- ' ikND ' , 10' MIN. • .-j 16 -�- Iiz I I i I I i - I I i 1 i i i I i _ • • ' I I I I.I; I ; _ � 3 I T I i I I } I -i_._.?.. :_...�_.._ .._._ � i I__._ I' i- -1 �-- I ! _ --- i � � ci- i3 N iIZ. �ca ' -- N pp 1 i � r O M O to I i ! i 1�- } O i 07 to ISI COIF m �✓N I Il.._....�.____i._.._--.._�__--i____..!_.. _ _! I _i } I �D C=tD .>1� �_ o' o 0 0 0 0 0 0 I I i _ _. I �._ _-I _._.__...... _ I ' t 1- O t �+ , O + r'+ G•* CO ►- O I I co tt� u7 an �' Ir)I cel - x��5 ^ m ^ az I � _ I- : I _�I�_ z__ �. I'� qS Im Im I Im R Ito O • e e OO 1 - - - - -+-- - I NIW)IS �rl�cC �� : ■ : : caw I I _ _ a �i ca �n ccY i I -..3 320 1_ ( 1-. I I 1 _...1_._....1_ II- _I�__ I I i- •I--�. � � C�• I I_T 321 325 10+00 10+50 11+00 11+50 11+50 12+00 12+50 13+00 13+50 14+00 14+50 14+50 15+00 15+50 16+00 16+50 N0. DATE I BY REVISIONS Whitman, Requardt & Associates, LLP 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 -011 CADD Civil Sheets 46480-011C-04.DWG Auq 31, 2015 - 12:08pm ` R P. 355 P. 577 503 52 S`3 71 ___�.-_-_�-_I. _ _ _ _�I' - 1164LE••-- RESTR/JNE1) _--+---_- + I 1 17 - 1 1_ 1 i InI plpG 320 �71PF.'ROX,IMAIE ISTING _GRO JND i._ C5. Y - -1- I - 1 I --��1 -i - -� i - =1�= 6 ! I 4 - - , 36 OVER -- 3 5'_MIN. _ -I - i -I-�-- COMER If 35 l -rIiAT�i t►� ' -j - -- T - I am t f , sl I i i 35 I 34 i I , 4 Ii - : I I i i , I I , i , 335 I 7-I I ! i- , --I- -I-- =-' • • - i I C�Iv { i l , i I I 1 i j i i N� r? �• , 32 O _ O L _ _ __ .. Mi 17+00 117+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 H SCALE: ALBEMARLE COUNTY SERVICE AUTHORITY HORIZ: 1»-40, SHEET p�, j f VERT.: 168 SPOTNAP ROAD 4 DATE: AUGUST 2015 CHARLOTTESVILLE, VIRGINIA 22911 O CHARLES E. LUCK, JR: � C.E.L.of DESIGNED. MICHIE TAVERN WATER MAIN REPLACEMENT PROJECT Lic. No. 022835 DRAWN: R.K.W. s���S' CHECKED- U.S. PLAN AND PROFILE 10 PROJECT NO.: 46480-011 10+00 TO STA. 21 +00 \ \ UMITS OF FEMA FLOOD ZONE AE PCR ALBEMA�LE COUNTY GIS VON MON 1 INFORMATION RGNT OF-lYAY UNE � i \\ \ STA 27+87 3 o E "-I(- 1 PER NOTES: 1. INSTALL TRACEIR WIRE LOCATER BOX AT A MAXIMUM • PLP£MAR GGD SPACING OF 300 FEET ALONG THE PVC WATER MAIN. GIS 60 ,BEND - INTORMATON COORDINATE BOX LOCATIONS WITH ACSA INSPECTOR 4 \ N 3891221.0 PRIOR TO INSTALLATION. SEE DETAIL, SHEET 7 11489931.9 AND SPECIFICATION SECTION 02640. / // ".•' -' i ♦ _ _ -. 1 / / Z _ _ - - Nqa UMTS OF FLOOD \ ` t'!,.//'+,11 , r,,. i .f . ZONE %SUN 1, ED) PER LIMITS OF ALSEUMLE COUNTY FE.,. - \ 'i / MANt.c !NiY WAtER PROiC""•'JN ORDINN.CE ''yTP£ `4007 , ( ,:� / (�/ / / / /., !rS I G LIMBS OF FEMA F1 -00D ZONE AE " 6UFFER PER COUNTY G'S T-4007,-, 1 (�'� / GIS INFORMATI. p�7 AIyFMARLE COUNT GIS V / '�.,`•\ / ,' '' INFDRMATIGN ! / INFORNdI PGN / " r' /. / I �♦ _ - - _ =..i' - - - •` I _ l / 'C 38oN 4713M1J'eL: ODT-32 ASPHALT ROAD 1 \\ LIMITS OF FEMA FLOOG�` •�"•�• ' COMMONWEALTH OF VIRGINIA ' / _ _ ' \ g VDN MON POSSIBLE ABANDONED �` ' ♦ ZONE X [SNADE01 PER -'---. ' / STATE ROUTE 20/I-64 ,, J S - _ _ _ GASLINE ALBEMAR COUNTY LIMITED ACCESS ••BRIGHT -OF -WAY , i 0 A 1l (AFPRO%. LOCATION ♦ GIS INFOk TION t'1L / ' $"pyM PER EDM/BS) �`\� `'-----_-. STA 32+71.53 l S - T \ � �/ /. HAR R 7 /! �.:v.. .R _ � � � � R!,^;NT-OF-WAY UNE ' 6* r22 1/7 H. BEND STA 21+08.07 %t' -' \ m RT. s� / r" -xa :- A ' \75!7E50�_ A F 000 M • / , - _ "• 1 <.r s" - _ - -. - -" - �^3\ CU _ - - - / \ N84'01'25•E - UM'm OF FEM 6-45 H. BEND _- / _-____--___ -- 1 ~' N• ----�_, �_ 1PER N 3891434.4 / - - - - - _ \ \ _ 113.73' ZONE X (SlL1C1F.O , � r ' /_ .- r - 1 1 \ .04 1 _ 1 ♦ \�\ AIPEMAPLE CO N 3890748.0 - ' 1 1 _ GIS "•• Ufa E 11490343.9 ' / ♦ ..t Y.�._'37p ,y \ ♦ 1 ♦ ♦ VDf1 MON �q� ' / _// ♦ y..v - " �� -• , , it 1 1 , 1 ♦ \ 4006 \ r / ♦ ♦ w • - 1< V��iAAAAAAAlR N LIMITS OF FEMA FLOODWAY (ZONE AE) E 1148947 •1 ,�yQ,A.: r ''!1 _ tr:';.; ", ,/- """��_ _ (� TMM �SsHi • _ PER L AIBEMARLE COUNTY GIS o • ,., / ! \ /'/� /^� 1 1 1 : `� q \ N • W INFORMAP;.N ,,tl:e `\ 1 26�••O� 1 1 ' / _ _1 \ 1 G .MA,104 r.. / ♦ ♦ - SCC UMTS OF FEW IFL000 / C.}n _ - q: 1 / / ♦ ♦ �7[,L N ALB EEMFpLE CO'JH�MDTMED) P \ OOMMONWEALTH OF VIPGINIA STATE ROU S MT ' 1 / / - ^ \ ♦ ® \ O ® I I I O/ LOD --yl ' LOD I pFu J O rn% ♦ ♦ UM' ED AC CESS GMT -OF -WAY ,TSTA• Z1 + .52 - l i` ' ' - 941---------', �1� . 3 . •� i ' 1 '' c � W -_ w - (POcsut'LE ABANDONED �1 �r • (� " -'l t p/.. ' ,. / I��� L 1 ,,. y;,, `,_ .. 4r •I, `• ' j • A: y. l.i SFJ / SSMN SPRING O II r r -J .NS• SNGW� EO / ) UMDS OF FEMA FLOOD 6°-r4 Hi YEN© ZONE X. (UN-SHAtED) PERS A1J3EM COUNTY � r /� ,, L .e•, �� / CL 1NV 7,56.11 - -- // q� ` w `A1 - N 'ER�RA B5 GI`.. INFORMA^GN � , r r r � �"'\.,; � 1 , .I • . �'. .1' . , • + • , \ - - � - _ (/� Ems",\ VV - J - _ ._ _ _ v, r js : Fu __ 1 �z� G _ G _,.i= ._ = _..-- "--"--"�-' --"- - - -gyp - - --"- ; - --"-- Fo _ - - ""� MON ! r r r- „/ -� `r , COAD ��' .,,•;-� r -r-,- �_ -= -_"- _t __ �_ __ -� *-',-;",- 1�_\ \ -� , `- ,' >-�. - ----.G =�/w ��•N _ `, , � _ ,\ FO / G TJ aa11 ,• r . r RR' St ,' l i r r , r " ♦ \ \ Y" `"Y / DD / / / ' - _-�.A_I \ / \ b s \ r A iO T R ` D 11 ' r vDH .. MIT�sJ�PAVEME I G E /x o 9 , ,.r r �o RESTORATION (TYP.) __,/ l 7 - - - -- -- , ------'-- �4 a 3 • , 'r'/.' ST ""�" /' S / '/•- -97 `^` \ �c0 / \`liL Fo /_ - ' ' > ; /l ..� �T- RT. �- o F FQ R=400'20� PERMANENT oo '�° / - -- - -- --' - -- - ���-� --32 0 r r �� / • ;rr /;rr- j jFoEASEMENT - _ . __ _ -; - - +' - y ,.r r _ � 30+00 - MN'--"- -- 31 00 2 ,r 3 / \ St'MN� / I , TOr O'1 , • r "� r � • • / pw 369.44 / no , --� / r O 8' VCP DIP 5.ny the 24 c-_ 4• r.c+ 1 TIMBER r O O INV IN 365.35 CJ 6. - " mins..-* 3' UJI 3;6.87 .M (SH --PER ED 1 1 WALL DD / r C D 1• INV IN 368.84 APPROX. LOCATION 1 'O / r RA/8S) 1 AIR RELEASE VALVE S �19� ��N@ x 2 (S(AN. 5M'ER UNE •_•-�•4 L i,.0 • r / `/' r' , / / .� "_ - > (St10WN PER EDRA/Bs) /,y'/} (1 J r r MPROX. LOGT41- OF 376775 Vv / y, .>BJ9 r SAN. PER PLANS. UN(�},�+/SMry�. / / r r ' , r // / / /' /� `O r r r 0 v •�• D.B. A11147ESP 4 9, 423 PUT / FOUND IN 7Nt5 1 / • �`1 i APppOx;MATE LOCA ON OF 18.5• AT&T ESMT• v I n 48 P80 re `u Y O.B. 462 P. 466- PB PLAT 1 ' 3 62 " Y.:._ TAX AA PORTIO 6' GATE HALVE & BOX 7Yi SHOWN PER CENTUR UNK Iht•0 �� ' MAP 77 p °� SEE DETAI SHEET 8. � 24MAP45 �\UNDERGROUND CElr:,:�Y UNK IJ':E 363.15 CEL r• . / / / r.. r r 1 41 10' AT&T ESuT 1ERSRy OF 2S D.B. i 147 P. 419, 423 PUT D.S. 2 NP RCNq STA Q Q Q' R-500' ,' i 16.5• AT&T ESNT. O'B• 1 J IA 2V+1 V.2V POSSIPIE ABANDONED V'I 482 P. 4:5-488 PUT O.B. 203 p' J231 ( (WATT-r;JNE ` S� PER EDRA/BS) D 8. p• • 4y Tc? 393.% C/L IN'J +< 382.53 D.8. 435 Pp/'L..17 6"-22 1/7 H. BEND � � / D.B."*,,,,147.S31 p B• 237 p' S» PAT N 3891215.0 V N O C 2J) p / p 23 DB 16g P. E 11489962.1 C-) Q^ C _j64_.!LF.L-,_RESlRAIDEDJ LF? - 'RESTRAINED JOINT -APF I 91Ei- .RESTRAIN !_�_3 5_LF._ _.RESTRAINED__ - - - --- OINT-PIPE 04 I -- -I-I � _ L _.�i - i ! -1- JOINT -PIPE 1- - I i - 1-J01 PIPE N i---- �d 85 I I I I i ! 1 i I _ I i � I I --'-- �--- ------i--I----- 400 --�-�- ' L- -i APPROXIMATE I EXT NG -GROUND --; - - -' 80 -1 1�- -_--- _ 39 '--- - 39 i-_ j�_I__i - COVER !IN --HiS - i 370 1I i/171 -1 PROP. I WATER NtINN i -- ii�-;�J-1 �!--i-- -� - N APPRO IMATE _ _---I -�-i -��-� EXISTING GRO ND - I 384i I ! , I , 1 : I 360 -I-► I i -__ -I J- ISTR BANK �'-I- I I - _ ;_ - I ! - 37 J_ ! I ! I i I ! I ! _..._ ' i i STAB LIZATIONCOVE--- -' --- I I i , i I I I I SEE 1 i- , IN j_ --t-- �- i I -j -- -� PROP PNC WATER - IrWN - �- - 3.5 -MIN. COV_ - -- --- -- 1 I I- --- -- --- i i , i I I I I I I : i I 1 : I ; I 1 1 { i , 365 -i _._ 36 ---�_ __ I - j : > I{ LJ i - �, I I ; • i-! I _ ! i_ i ___I ;_ !_, i I I O v cc, CV !-�__�__.-_ -i_ - _ ._ .'.___!_ _i Ln ~ I -I_ I�._~ F- ~ 0O �. W W N �' �- __ . _ _ iV - . _ -- - - -? N N �yj-N M - a I �_ _. I! a I i i _' 1 I m , I I '___ _ _ l.__,- _ _ i _ _i _ i Vi c0 i - I -i v~i co : 335 tl 3B 350I T i l I l i -1- .�__ ._ I I- I- _.I_ I .i_-_ _., I I i; S 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 NO. DATE BY REVISIONS t,I,TH QF SCALE: 1•_40, ALBEMARLE COUNTY SERVICE AUTHORITY SHEET o�, .� VEERRT: 168 SPOTNAP ROAD 41,5 5 `✓1zu��4 DATE: AUGUST 2015 CHARLOTTESVILLE, VIRGINIA 22911 L'CHARLES E. LUCK, JR. DESIGNED: C•E•L MICHIE TAVERN WATER MAIN REPLACEMENT PROJECT OF Lic. No. 022835 DRAWN: R.K.W. Whitman, Requardt & Associates, LLP'o, ���/�� CHECKED • U.S. PLAN AND PROFILE 10 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 ss �G PROJECT NO.: 46480-011 21 +00 TO STA. 33+00 jONAL Lr N:\46480-011\CADD\Civil\Sheets\46480-011C-05.DWG Aug 31, 2015 - 12:09pm 3 W ------__ w— w--- w '� STA 33+; Ln 6'-45' H 3 _ _ N 389141 E 114904 C1 ` woo 7. m oo ` Kit y. \ N m � _ �I Un STA 34+71.51 ` 6 -45 H. BEND of utte N 3891366.3 ,�PNDx.Aj�N"w° E 11490523.7 L5 � LIMITS OF PAVEMENT RESTO TION (TYP.) C Ln 5_L17._� RESTRAIN ._JOIN f 20 1 1 I ___J� Ar I I -G- G.---G--- G--_ --- G - - -- G - - -- G- EN D TO EXISTING MICHIE TAVERN METER VAULT (SEE NOTE 2). 5 1' AIR RELEASE VALVE 214 LF. - 6' PVC IMA FAIN EXISTING 6 WATER MAIR ' *ANDON IN PLACE FIRE HYDRANT ASSEMBLY SEE PROFILE A,��HIS SH Ha-uati ,' G WITH PLOWABLE FILL) SEE LOCATION MAP IN � - • 6' GATEAVAL� `& BOX N ��' APPENDIX C IN PROJECT MANUAL F�R SEE D�EfiAit` ,'SHEET 8. CUT/CAP LOCATION. E R=500EXISTING MICHIE TAVERN 8 LF. - V PVC IMA 939 LF. - 4' PVC WATER MAIN c \ \ „� �° WATER SERVICE SEE PROFILE A, THIS., ® SEE PROFILE A, THIS SHEET. ` c \� (ABANDON IN PLACE) aor _ e�- F \ \ STA 42+90.48 ° -, 4' BRANCH 4aX4a TEE G _ _ '-'`____=-�s'i'- . , 00'—L� N 3891355.2 E 11491327.7 LO •�,? 4 GATE VALVE & BOX PIS k_ 3 \, �p�¢�o SEE DETAIL, SHEET 8. D - - - ,� - `. ,' �, , , ,' . , \ `, �, `- - - - _ _ _ \ o • °oSTA 44+52.74 6 CAP OR PLUG \ �' \ CUT AND CAP EXI R=500 - - `, � � � \ ��o AUTOMATIC FLUSHING ASSEMBLY WATER MAIN AND N 3891291.3 \ ABANDON. E 11491477.5 20' PERMANENT I ,� SEE DETAIL, SHEET 7. EASEMENT 1 WSC WITH 5/8 WATER METER • 61. 2 WSC WITH 1 1/2- WATER . AND BOX. SEE DETAILS SHEET 7. LOCATE AND CONNECT TOh' ' ` METER AND BOX SEE DETAILS, CUSTOMER SIDE OF EXISTING:`;��' SHEET 7. LOCATE AND CONNECT\ w METER. TO EXIST. 6' D.I. SERVICE LINE \ w . • : ^� FOR MICHIE TAVERN. EXIST. VAULT \ GATE VALVE/'& �0TO BE ABANDONED AFTER Ln STA 35+10.25 (TEE LOC.) / W a SEE, D AIL, SHEEP 8. CONNECTION WITH NEW METER. 6� BRANCH (6'X6 TEE) NOTES: CONNECTION TO MICHIE TAVERN REDUCER (6"X4' �P�,� w SH PRIVATE SERVICE LINE NEEDS TO 6 1. INSTALL TRACER WIRE LOCATER BOX AT A MAXIMUM l N ������ ...,.., 1 4' GATE VALVE AND BOX M \ �'� I ! �' BE COORDINATED WITH THEIR SPACING OF 300 FEET ALONG THE PVC WATER MAIN. M�' ' ; N 3891372.3 \� ,' ,' ,' I PROPERTY MANAGER AND ACSA E 11490562.0 COORDINATE BOX LOCATIONS WITH ACSA INSPECTORM o' ' !�IBANDON Q(I .,'WATER M {�. ! %. �' INSPECTOR (SEE NOTE 2). SEE DETAIL, SHEET 8. PRIOR TO INSTALLATION. SEE DETAIL, SHEET 7 , AND SPECIFICATION SECTION 02640. TAX A PORTION OF \M MAP 77 PARCEL 25 M • \M1, 0/ 2. SEE APPENDIX D IN PROJECT MANUAL FOR UNNERSDY OF VIRDINA FOUNDATION APPROXIMATE METER VAULT LOCATION. REMOVE z�9 P. 3322 M AND D.B. 743. 123 PP 37$46 PUT CUT !'N\D C�• P,. ,'EXIST. \ EXISTING METER AND RETURN TO ACSA. CAP/PLUG D.B. 732 P. 547.551 PLAT i WATER�M�CII�f7JD D.B. 435 P. 583 /^ 0.8. 277 P. 355 vl EXISTING 6" WATER SERVICE/MAIN AND EXISTING TAP 0.8. 237 P. 577 3 D.B. 217 P. 52 ry \ D.B. 174 P. 553 TO METER. FILL METER VAULT WITH FLOWABLE FILL D.B. 169 P. 471 ABANDON IN PLACE AS DIRECTED BY ACSA INSPECTOR. ABANDON EXIST. BLUE RIDGE HOSPITAL METERVAULT. REMOVE EXIST. FIRE HYDRANT. \ IPE_ __j I I I ! I I - _ -- -- ! --�— . r, ___ 282 ALF. — RESTRAINED ►� 0 — _ _ _N J INT PIPE__-':—..__-----i-282_L J.R IPSTR�4INED— LO I...--- + - - I it -- I i— 420 405405 �_� I APPROXIMATE IXISTi G GROUND (- - - - - _, I.. _. 1. .. I A PROXIMATE 'IXISi1NC GROUND j I I _ ' I I 4 00 40 Y 77_74- -- - - ---- - - - i CID — IN OVER 95 4 I '- I! —' 39 I I COVER -1 -I W I : —i I �� -- z i _ I Z I i PROP: 4' PVC DATER MAIN—i —I - i— I I i — — - I-- —LLJ — — � V.- ! ( I ---PROP. 6' -PVC- _.__ I -WATER 380 ---- -, - - '- - - �-r-- - i j ROP I� I ! I i — WATER MAIN , - -i i 1 -- --- --- i -- --- -- —� I I — f I -7— A A r { i - -�-� 2_- r- toC,4 Ell 375 I �� II ! { I - 360 CD --- + I fM� m d-' M j — — — —L _ 1 I — —�--a- -- -------------;- �• � ---- - - - ------ { 370 CN' d (n - - R - t1— o 1355 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 43+50 44+00 44+50 45+00 NO. DATE BY REVISIONS LTH SCALE: �•=40' ALBEMARLE COUNTY SERVICE AUTHORITY SHEET VERT.: 168 SPOTNAP ROAD DATE: AUGUST 2015 CHARLOTTESVILLE, VIRGINIA 22911 6 CHARLES E. LUCK, JR. a DESIGNED: C.E.L. MICHIE TAVERN WATER MAIN REPLACEMENT PROJECT of Lic. No. 022835 DRAWN: R.K.W. Whitman, Requardt & Associates, LLP'o /(/����`—� CHECKED• U.S. PLAN AND PROFILE 10 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235',9EAG N: 46480-011 CADD Civil Sheets 46480-011 C-06.DWG Aua 31. 2015 – 12:09om , N� PROJECT NO.: 46480- 011 33+00 TO STA. 44+53 COVER LIFT NOTCH 12 3/8" =WATER ° CAST IRON LID NOTES: (1) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TD -10 SAMPLING POINT ACCESS PLATE CONTROLLER 3.5' MIN. AUTOMATIC DRAIN AUTOMATIC VALVE - O-RING CONNECTOR 2" MIP X COMPRESSION ADAPTER * = TO BE PROVIDED BY CONTRACTOR 60' 36' d d d 4 . T18MIN. • �-- 17.5' IN. •r" 12' MIN. 1 ,e., 44' MIN. 4 A.. 37' MIN. •� i NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL. THICKNESS FOR PRECAST OR POUR -IN-PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL B 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (1 1/2 METER) NTS FIG. W -7B UV RESISTANT BOX WITH LOCK UD �- FLUSHING DEVICE PROVIDED BY ACSA GROUND LINE PROPOSED 4" PVC WATER MAIN SDR 35 PVC PIPE THRUST BLOCK i " BRASS FIP INLET * PVCSLEEVE DEBRIS PLATE 2" BRASS PIPE 1" CLEAN ROCK; 2" THREADED TAP * J PLUG Note- Flush waterrmes Tree of debris before WaAationon AUTOMATIC FLUSHING ASSEMBLY N.T.S. PROPOSED 4" PVC WATER MAIN THRUST BLOCK PVC SLEEVE 2" BRASS PIPE 2" COPPER PIPE 1 COMPRESSION AND T J TRANSITION COUPLING 2" THREADED TAP PLUG 2" WSC TO 4" PVC TRANSITION DETAIL :\46480-011\CADD\Civil\Sheets 46 N.T.S. REVISIONS -07.DWG Aug 31, 2015 - 12:09pm IG ID 12 FOR ALL BENDS 45 _[D4 T SECTION 1 - 1 METER SIZE DIMENSION A DIMENSION B DIMENSION C 1 1/2" 31" 5'0" 3'8" 2" 3'1" 5'0' 3'8" 3" 5' MIN. 10' MIN. 6' MIN 4" 5' MIN. 12' MIN. IN. GREATER THAN 4° PROPOSALS WILL BE SUBMITTED. DOOR HINGES I I I I I I I I I I I I I LIFT HANDLE I- - - - - - - - - - - - - - - - - TYPICAL METER VAULT 45° max L 2 45° I ; max PLUG I 2 I . I 1 1 FOR TEE OR WYE FITTINGS WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. ° N07 BEDDING AS REQUIRED -\MI �- SECTION 2 - 2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU. YD. (FEET) CU.YD. 12' BEND 18" 3'-6" 5'-6" 3'-3" S-0" 4'-6" 2 1/2" L H T L H T 3'-3" V-0' 3'-0' 2'-9" V-9" 2" 90 2.50 2.50 3.01 0.24 4" - 6" 3'-0" 6'-0' S-0" 3'-3' 3'-3" 2 1/4" 45' 8" 4" & 6" 45 2.00 2.25 2.60 0.15 6'-6 11' 22 1/2 1.50 2.00 2.52 0.10 2.00 2.25 2.50 0.15 11 114 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 8.1 45 2.66 2.66 2.77 0.26 22 112 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12' 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 112 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE CHANGES DIRECTION, CHAN SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W - 3 N.T.S. FIG. W - 7A TD- 11 SIDE VIEW 1.75° DIAMETER DRILLED -TOLE FOR TOUCH READ JNITS. TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH 2'1.X 36' ALUMINUM ACCESS HATCH •z I I/4 BEND CC H REQUIRED) ❑ Qp 1' TYPE "K'-- SOFT COPPER I' COMPRESSION x 3/4' MALE PIPE COUPLING OR APPROVED EQUAL FOR USE ON ATTACHED SINGLE FAMIKY RESIDENTIAL SERVICES OR DUAL RESOFNTIAL AND IRRIGATION SERVICES. '--1'xl"x I' TEE ❑ O NOTE: NO SWEATED FITTINGS DUAL SERVICE 1' COMPRESSION x 3/4' MAIL PIPE COUPLING OR APPROVED EQUAL 1' TYPE 'K' SOFT COPPER 0= ❑o FOR USE ON DETACHED SINrI E FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION ME TER IS NOT PROVIDCD. SINGLF SFRVICF NO F.: 1) SADDLES SHALT. BE USED ON PVC PIPE. )GRACE METER BOX COPPFRSM ER METER _K AS FSSARY TYPICAL SERVICE LATERAL INSTALLATION ASTM A36 AND HEX NUT ASTM A 5 8 3 (-1YP) UNDISTURBED �- SOIL (TYP) ® *EART Z ~ LU VALVE 24°MIN UNDISTURBEPLAN CLASS A-3 CONCRETE pq J; :;' -MEGA LUG 13" e: ,qIN UNDISTURBED EART ELEVATION r -WATER MAIN S F CTION NOTE: 1. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES NTS Fig. W - 3 C ID -3 TD -6 Whitman, Requardt & Associates, LLP 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 NTS FIG. W-6 NOTES: 1. MATERIAL, CAST IRON, GRADE TO BE SPECIFIED ON PURCHASE ORDER. 2. ALL RADII SHALL BE A" MINIMUM. 3. ESTIMATED WEIGHT 37#. j I NOTES: 1. ALL INTERNAL EDGES SHALL HAVE A RADIUS. 2. ALL EXTERNAL RADII y�' TO a' AS NEEDED FOR CASTING RELIEF. 3. MATERIAL, CAST IRON, GRADE TO BE SPECIFIED ON PURCHASE ORDER. 4. ESTIMATED WEIGHT 12#. 5. RISER TO BE FILLED WITH PEA GRAVEL. TRACER WIRE LOCATOR BOX NOT TO SCALE - FOR BENDS 8" & SMALLER USE STRAP ON BEND WITL;k ANCHOR BOLT ON CENTER OF BEND. USE BRACING STRAPS FOR BENDS 10" THROUGHON ALL PIPE SIZES USE 2 STRAPS ON BENDS ADJACENT TO BELLS. - FOR 18" BEND USE 3 ST AS SHOWN. 4 BARS FOR 12 BE CONCRETE CLASS B ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT. BEND PIPE SIZE A B C D E F WIDTH = DIM. "F" 4" - 6" 1'-9" 2'-3" 2'-6" V-2 2'-0" 1 1/4" THICKNESS OF 8" 2'-3 3'-0' 2'-6" 1'-6' 2'-6" 1 1/4" 11 1/4' 10" 2'-9" 3'-9' 2'-6" 2' -O --i7-0" 2- 1/4" THICK 12' 3'-0" 4'-3" 3'-0" 2'-3" S-6" 2" 18" 3'-6" 5'-6" 3'-3" S-0" 4'-6" 2 1/2" 1" NOMINAL INSIDE 4" - 6" 2'-6" 3'-0' 2'-6" V-6' 2'-8" 1 1/4" 22 1/12 8" 3'-0" 4'-3" 2'-6" V-6" 3'-3" 2" 10" 3'-3" V-0' 3'-0' 2'-9" V-9" 2" 12" 3'-9" 6'-3 3'-0' 3'-6" 4'-3" 2" 18" 5'-0 7'-6' V-3" 4'-0" 5'-8" 2 1/2" 4" - 6" 3'-0" 6'-0' S-0" 3'-3' 3'-3" 2 1/4" 45' 8" Y-6" W-6' V-0" S-8" S-9" 2 1/4" 10" 4'-6" 7'-6' V-0"4'-3" 5'-0" 2 1/4- 12" 5'-3" 9'-0 3'-3" 5'-0 V-9" 2 1/2" 18" 6'-6 11' CHART FOR UPPER VERTICAL BLOCKING CONCRETE BLOCKING FOR UPPER VERTICAL BENDS N.T.S. FIG. W -3A TD -4 SCALE: x HORI2: 1»=40' ALBEMARLE COUNTY SERVICE AUTHORITY SHEET VERT.: 168 SPOTNAP ROAD DATE: AUGUST 2015 CHARLOTTESVILLE VIRGINIA 22911 7 CHARLES E LUCK, �. a c.E.L. ' DESIGNED: MICHIE TAVERN WATER MAIN REPLACEMENT PROJECT OF Lic. No. .022835 DRAWN: R.K.W. ?7/ G� CHECKED- D.J.S. PROFILE B AND DETAILS 10 sjOZ E� PROJECT NO.: 46480-011 FLAT 51EEL STRAP WIDTH = DIM. "F" THICKNESS OF FILLET WELD STRAP = 1/4" STANDARD HEX NUT 1/4" THICK PLATE WASHER 3 THREAD' 1" NOMINAL INSIDE 3/4" ANCHOR DIAMETER EXTRA BOLTS STRONG STEEL PIPE #4 BARS ® 12" PIPE BELL ON CENTER FOR 12" BENDS & CONCRETE CLASS "B" LARGER C SECTION NOTE: STANDARD 90• HOOK ON END OF ANCHOR BOLTS TO FACE CENTER OF BLOCKS. CONCRETE BLOCKING FOR UPPER VERTICAL BENDS N.T.S. FIG. W -3A TD -4 SCALE: x HORI2: 1»=40' ALBEMARLE COUNTY SERVICE AUTHORITY SHEET VERT.: 168 SPOTNAP ROAD DATE: AUGUST 2015 CHARLOTTESVILLE VIRGINIA 22911 7 CHARLES E LUCK, �. a c.E.L. ' DESIGNED: MICHIE TAVERN WATER MAIN REPLACEMENT PROJECT OF Lic. No. .022835 DRAWN: R.K.W. ?7/ G� CHECKED- D.J.S. PROFILE B AND DETAILS 10 sjOZ E� PROJECT NO.: 46480-011 TOP OF THE GROUND TT - --- — — - -1 I -- - I _ ---� - COMPACTI'ON PER ACSA SPECIFICATIONS INITIAL BACKFILL TO — — —_— BE THOROUGHLY — COMPACTED AND 12„` 8” 8�� FREE OF CLODS, MIN. I MIN. TOP OF PIPE DEBRIS, ETC. 1 mop O o 0 0 - DIAMETER OF PIPE o� 0 0 000 0 0 I #68 STONE BEDDING 0 o 0 0 0 0 0 00 0 00 0 0 0 0 0 -�- TRENCH WIDTH („ 4 6 IN ROCK) PER ACSA SPECIFICATIONS NOTE: FOR DEPTHS IN EXCESS NOTE: CONTRACTOR; MUST INSURE OF 14 FEET, STONE TO EXTEND THE STONE IS PROPERLY COMPACTED, TO 12" ABOVE PIPE., ESPECIALLY UNDER THE HAUNCHES OF THE PIPE. NOTES: 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES, 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3. THE INITIAL BACKFILL SHALL BE PLACED IN COMPACTED IN 6" LIFTS.. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. WATER MAIN INSTALLATION & BEDDING N.T.S. FIG. W-2 COIR FIBER MATTING (SEE NOTE 2) EXIST. GROUND 171 EXCAVATED AREA TO BE RESTORED WITH ORIGINAL 4" to 6" TOP SOIL _—III ii _—III- (WIDTH VARIES) _� i —1 MATERIAL I (1=1 / ) I I, I STONE TOE PROTECTION -� I— I' (VDOT CLASS I RIPRAP) NO RIPRAP SHALL BE PLACED WILL BE KEPT TO ORIGINAL BANK GREATER THAN ONE FOOT 3' MIN. LOCATION WITH NO ABOVE THE OHWL COVER CHANNELWARD ENCROACHMENT (SEE NOTE 3) ENTIRE STREAM CHANNEL BOTTOM TO BE RESTORED TO ORIGINAL CONTOURS WITH PROPOSED 12"-18" OF ORIGINAL STREAMBED MATERIAL WATER MAIN NOTES: 1. THE LENGTH OF STREAM BANK STABILIZATION REQUIRED 2. AS SHOWN IN DCR'S VIRGINIA STREAM RESTORATION 3. AS SHOWN IN DCR'S VIRGINIA STREAM ALONG CENTERLINE OF STREAM SHALL BE THE LENGTH OF AND STABILIZATION BEST MANAGEMENT PRACTICES GUIDE RESTORATION AND STABILIZATION BEST MANAGEMENT BANK DISTURBED DURING TRENCH CONSTRUCTION. (PRACTICE 2.3). PRACTICES GUIDE (PRACTICE 1.5). CROSS SECTION STREAM CROSSING AND STREAM BANK STABILATION N.T.S. R OR R/W ROADWAY R OR R/W � I n = PAVEMENT J_ HDPE CASING (DR 11) 36" MIN. (SEE WATER 36" MIN. (SEE PLAN FOR CASING LIMITS) COATED STEEL BAND OR STAINLESS MAIN PROFILE) iif STEEL CASING INSULATORS 6' 6' AIR RELEASE VALVE BRASS OR BRONZE PIPE- DRAIN IPE-DRAIN TO GRADE IF POSSIBLE -, BRICK SUPPORTS OR SOLID CEMENT BLOCKS 1n STYPE "K" SOFT COPPER CORPORATION STOP, FINISHED GRADE BRONZE GATE VALVE RUSHED STONE NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. HDPE WATER MAIN (DR 9) NOTE: 1. HDPE CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC. OR A MINIMUM OF 5' BEYOND THE EDGE OF PAVEMENT, WHICHEVER IS GREATER. 2. END SEAL SHALL BE INSTALLED ON EACH END OF CASING PIPE. END SEAL SHALL BE MODEL AC AS MANUFACTURED BY ADVANCE PRODUCTS AND SYSTEMS OR EQUAL. TYPICAL HDPE CASING AND WATER MAIN INSTALLATION UNDER ROADWAYS N.T.S N0. I DATE BY REVISIONS 0-011 \CADD\Civil\Sheets\46480-011 C-08.dwg Aug 31, 2015 - 12:09pm AIR RELEASE VALVE (ARV) NTS FI G. W- 9 TD -17 1 6' MIN (270') LOOP WIRE - SEE NOTE 6 7 CU. FT. #68 STONE NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES-• VILLE THREADS WHICH IS THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 2' TO 10' 18" r -VALVE BOX 36"MIN6" GATE TRACER WIRE ' VALVE SEE NOTE 6 8" X 6 rr s a TEE 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST ; UNDISTURBED STABLE SOIL. STEEL PILE 3/4" THREADED RODS TO WHEN THE SOIL IS DISTURBED OR WHEN MAIN IN ALL INSTALLATIONS. A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE : 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF (CONCRETE. 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT (INCLUDING DITCHES) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE' WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. 6. CONTRACTOR TO INSTALL 12 GA SOLID CORE COPPER WIRE WITH THHN INSUALTION AND LOOP WIRE AT PROPOSED FIRE HYDRANT LOCATIONS. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL L_ JOINTS TO BE TACKED WITH AN APPROVED LIQUID ASPHALT TACK MATERIAL BEFORE PLACEMENT. JOINTS TO BE SEALED WITH AN APPROVED LIQUID BITUMINOUS SEALER AFTER PLACEMENT. MATCH EXIST. PAVEMENT SURFACE ELEVATION �1.5" MIN. VDOT SM -9.5A (VDOT SM2A), OR MATCH EXISTING THICKNESS N.T.S. FIG. W-4 TD -7 MILL EXIST. PAVEMENT TO NOTES: 1. FOR MATERIAL AND \- EDGE OF LIMITS SHOWN ON PLANS REFER TO SPECIFICATIONS. EXISTING PAVEMENT AND 1.5" DEEP TO AVOID J ADDITIONAL REINFORCING CONCRETE COVER OVER 3" BM -25.0 ASPHALT CONCRETE FEATHERED EDGES 6 MIN. 1MBER OF PRINCIPLE REINFORCING OR MATCH EXISTING THICKNESS. ,RS INTERRUPTED ON EACH SIDE D EACH FACE OF EACH OPENING) SHALL BE PROVIDED AFTER DRILL IS COMPLETE TRENCH PIPE 6" MIN. VDOT NO. THE THRUST COLLARS. 21A OR 21B AGGREGATE 4. ADEQUATE CURING TIME OR USE OF 4,500 P.S.I CONCRETE EARLY CONCRETE TO OBTAIN THE (MAX. COMPACTED DENSITY REQUIRED 4,000 PSI STRENGTH GRANULAR MATERIAL + SHALL BE PROVIDED FOR ALL PER VDOT PERMIT APPROVAL) OF EXIST. PAVEMENT OR #681 STONE. SEE TO TESTING FORCE MAIN OR TRAVEL LANE ROAD PIPE IINSTALLATION 4' MIN. AND BEDDING DETAIL, FIG. W-2,THIS SHEET. 36" MIN. No OVERLAY ROADWAY TO THE LIMITS INDICATED ON PLANS PAVEMENT REPLACEMENT AND TRENCH DETAIL (FOR INSTALLATIONS WITHIN EXIST. PAVED ROADS NTS Whitman, Requardt & Associates, LLP 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 DA_ 6N N CLEF �(TYP. #7@6" EACH WAY EACH FA z z M N WATER 2500 P.S.I. CONCRETE THRUST BLOCK PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT d- TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE ADJUSTABLE VALVE BOX W/ LID M.J. GATE VALVE LINE 2'x 2' BEARING AREA. NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE EX. GROUND HDPE WALL STOP RESTRAINED MJ ADAPTER MJ SLEEVE PVC PIPE NTS FI G. W- 5 TD -8 6„ C REINFORCING BOTH FACES --<O'* • • SEE SECTION C -C t ' • 3:: CL WA ER MAIN _ v » w HDPE WALL STO ,-. e [ `---RESTRAINED MJ ADAPTER C �- CONCRETE THRUST COLLAR CONCRETE TIDtUST COLLAR PLAN SEE DETAIL THIS SHEET NO SCALE CONNECTION DETAIL I mtlVl.h VVIU I H + L SECTION C—C 5. ALL REINFORCING BARS ARE IN ENGLISH DESIGNATION. CONCRETE TSM COLLAR DETAIL TRANSITION DETAILS FROM HDPE TO PVC N. T. S. �p,LTH p, HORZ: N/A ALBEMARLE COUNTY SERVICE AUTHORITY VERT.: N/A 168 SPOTNAP ROAD oA�; AUGUST 2015 CHARLOTTESVILLE, VIRGINIA 22911 ' CHARLES E LUCK, C.E.L. DESIGNED: MICHIE TAVERN WATER MAIN REPLACEMENT PROJECT 1%Lic. No. 022835 DRAWN: R.K.W. �4p* CHECKED. D.J.S. DETAILS j0MAL S PROJECT NO.: 4.6480-011 SHEET 8 OF 10 NOTES: 1. FOR MATERIAL AND COMPACTION REQUIREMENTS, REFER TO SPECIFICATIONS. 2. PROVIDE 2" MINIMUM 'OVIDE ADDITIONAL REINFORCING CONCRETE COVER OVER INIMUM OF ONE-HALF THE ALL REINFORCING 1MBER OF PRINCIPLE REINFORCING 3. A MINIUMUM OF 48 HOURS TIME ,RS INTERRUPTED ON EACH SIDE D EACH FACE OF EACH OPENING) SHALL BE PROVIDED AFTER DRILL IS COMPLETE - # 6 EACH FACE DIAGONAL PRIOR TO CONSTRUCTING AND INSTALLING THE THRUST COLLARS. 4. ADEQUATE CURING TIME OR USE OF 4,500 P.S.I CONCRETE EARLY CONCRETE TO OBTAIN THE REQUIRED 4,000 PSI STRENGTH SHALL BE PROVIDED FOR ALL THRUST COLLARS PRIOR TO TESTING FORCE MAIN I mtlVl.h VVIU I H + L SECTION C—C 5. ALL REINFORCING BARS ARE IN ENGLISH DESIGNATION. CONCRETE TSM COLLAR DETAIL TRANSITION DETAILS FROM HDPE TO PVC N. T. S. �p,LTH p, HORZ: N/A ALBEMARLE COUNTY SERVICE AUTHORITY VERT.: N/A 168 SPOTNAP ROAD oA�; AUGUST 2015 CHARLOTTESVILLE, VIRGINIA 22911 ' CHARLES E LUCK, C.E.L. DESIGNED: MICHIE TAVERN WATER MAIN REPLACEMENT PROJECT 1%Lic. No. 022835 DRAWN: R.K.W. �4p* CHECKED. D.J.S. DETAILS j0MAL S PROJECT NO.: 4.6480-011 SHEET 8 OF 10 EROSION AND SEDIMENT CONTROL NARRATIVE: A. PROJECT DESCRIPTION THE MICHIE TAVERN WATER MAIN REPLACEMENT PROJECT IS LOCATED JUST SOUTH OF THE INTERSECTION OF INTERSTATE 64 AND SCOTTSVILLE ROAD. THE PROJECT INVOLVES REPLACING AN EXISTING WATER LINE THAT CROSSES UNDER INTERSTATE 64. THE EXISTING. WATER MAIN WILL BE REPLACED WITH APPROXIMATELY 3,600 LINEAR FEET OF 6" DIA. HIGH-DENSITY POLYETHYLENE AND 6" AND 4" DIA. PVC PIPE. THIS PROJECT WILL ALSO CONSIST OF INSTALLING A FIRE HYDRANT, VALVES, AND WATER SERVICE CONNECTIONS: A PORTION OF THE PROPOSED WATERLINE IS LOCATED WITHIN PUBLIC RIGHT-OF-WAY AND A VIRGINIA DEPARTMENT OF TRANSPORTATION LAND USE PERMIT WILL BE REQUIRED. THE TOTAL AREA OF DISTURBANCE IS 1.8 ACRES. B. EXISTING SITE CONDITIONS THE PROJECT IS LOCATED WITHIN AN EXISTING COMMUNITY COLLEGE PROPERTY AND A. LARGE SINGLE FAMILY RESIDENTIAL PARCEL. THE DRAINAGE SYSTEM ALONG THE PROPOSED ALIGNMENT CONSISTES OF OPEN DITCHES AND CULVERTS AT ROAD CROSSINGS. THE PROPOSED WATER MAIN IS TO BE CONSTRUCTED WITH A TRENCHLESS INSTALLATION UNDER ROUTE 20 AND CONTINUE ALONG THE HILLSIDE NEXT TO HART ROAD.. THE HILL SLOPES WITHIN THE PROJECT LIMITS VARY FROM 0% TO 10% LONGITUDINALLY WITH SMALL AREAS THAT APPROACH 30%. CROSS SLOPES RANGE FROM 0% TO 30%. NO GRADING CHANGES OR DRAINAGE IMPROVEMENTS ARE ANTICIPATED FOR THIS PROJECT. THERE ARE NO CHANGES IN IMPERVIOUS AREA BETWEEN PRE AND POST CONDITIONS FOR THIS PROJECT. C. ADJACENT AREAS THE WATER MAIN REPLACEMENT IS ADJACENT TO RESIDENTIAL PROPERTIES AND A WALKING TRAIL. D. OFF-SITE AREAS THERE ARE NO OFF-SITE AREAS ASSOCIATED WITH THIS PROJECT. E. SOILS 1. THE SOILS ALONG THE STULTZ CENTER SITE ARE CHARACTERIZED AS FOLLOWS: MAP UNIT 72D3 - RABUN CLAY, 15 TO 25 PERCENT SLOPES, SEVERELY ERODED MAP UNIT 88 - UDORTHENTS, LOAMY 2. THE SOILS ALONG SCOTTSVILLE ROAD ARE CHARACTERIZED AS FOLLOWS: MAP UNIT 12D - CATOCTIN SILT LOAM, 15 TO 25 PERCENT SLOPES 3. THE SOILS ALONG HART ROAD ARE CHARACTERIZED AS FOLLOWS: MAP UNIT 12D - CATOCTIN SILT LOAM, 15 TO 25 PERCENT SLOPES MAP UNIT 71C - RABUN CLAY LOAM, 7 TO 15 PERCENT SLOPES MAP UNIT 71B - RABUN CLAY LOAM, 2 TO 7 PERCENT SLOPES MAP UNIT 71D - RABUN CLAY LOAM, 15 TO 25 PERCENT SLOPES MAP UNIT 23B - DAVIDSON CLAY LOAM, 2 TO 7 PERCENT SLOPES MAP UNIT 12E - CATOCTIN SILT LOAM, 25 TO 45 PERCENT SLOPES MAP UNIT 798 - STARR SILT LOAM, 2 TO 7 PERCENT SLOPES F. CRITICAL AREAS CRITICAL SLOPE AREAS ARE IDENTIFIED ON THE PLANS. SLOPES STEEPER THAN 3:1 MUST BE PLANTED WITH LILY -TURF (LIRIOPE SSP.) TO PREVENT EROSION (REFER TO VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK). G. EROSION AND SEDIMENT CONTROL MEASURES SEE DETAILS AND NARRATIVE, THIS SHEET. H. PERMANENT STABILIZATION PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS, BUT LESS THAN ONE YEAR. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. METHODS OF PERMANENT SOIL STABILIZATION SHALL COMPLY WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND AS DIRECTED BY COUNTY OFFICIALS. I. STORMWATER RUNOFF CONSIDERATIONS THE PROJECT DOES NOT REQUIRE PERMANENT STORMWATER QUALITY OR QUANTITY MANAGEMENT. GENERAL SEQUENCE OF CONSTRUCTION FOR 6" WATER MAIN AND 4" WATER MAIN. 1. NOTIFY THE ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTOR IN WRITING SEVEN DAYS PRIOR TO COMMENCING CONSTRUCTION OF THIS PROJECT. THE INSPECTOR WILL NOTIFY THE ALBEMARLE COUNTY COMMUNITY DEVELOPMENT EROSION AND SEDIMENT CONTROL (E&S) INSPECTOR TO ARRANGE AN ON-SITE PRE -CONSTRUCTION MEETING AT LEAST 48 HOURS PRIOR TO THE ISSUANCE OF A LAND DISTURBANCE PERMIT. 2. REMOVE EXISTING DEBRIS FROM DRAINAGE DITCHES AND HAUL TO AN APPROPRIATE DISPOSAL SITE. 3. INSTALL ALL EROSION AND SEDIMENT CONTROL MEASURES. 4. NOTIFY THE ACSA AND E&S INSPECTORS WHEN INITIAL EROSION CONTROL MEASURES ARE IN PLACE. 5. LOCATE ALL EXISTING UTILITIES AND CONSTRUCT ALL WATER MAIN IMPROVEMENTS AND WATER SERVICE CONNECTIONS. PLACE AND COMPACT APPROVED BACKFILL MATERIALS AS TRENCHING AND INSTALLATIONS PROCEED. 6. TEST WATER MAINS, CONNECT NEW WATER SERVICE CONNECTIONS, AND OVERLAY EXISTING ROADS AND GRAVEL DRIVES. 7. NO STOCKPILE IS ANTICIPATED FOR THIS PROJECT. 8. UPON COMPLETION OF WORK, APPLY PERMANENT SEEDING TO ALL DISTURBED AREAS. 9. WHEN DISTURBED AREAS ARE STABILIZED TO THE SATISFACTION OF THE INSPECTORS AND THE ENGINEER, REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES. 10. NOTIFY THE ACSA AND E&S INSPECTORS WHEN ALL WORK IS COMPLETE. N0. I DATE BY REVISIONS -09.dwg Aug 31, 2015 - 12:09pm EROSION AND SEDIMENT CONTROL NOTES: 1. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL BE GIVEN 48 HOURS NOTICE TO SCHEDULE AN ON-SITE PRE -CONSTRUCTION MEETING FOR THE ISSUANCE OF A LAND DISTURBANCE PERMIT. 2. THE CONTRACTOR'S CERTIFIED RESPONSIBLE LAND DISTURBER (CRLD) MUST ATTEND THE PRE -CONSTRUCTION MEETING. 3. THE LIMITS OF DISTURBANCE MUST BE FLAGGED IN THE FIELD PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT. 4. THE ALBEMARLE COUNTY COMMUNITY DEVELOPMENT EROSION AND SEDIMENT CONTROL (E&S) INSPECTOR SHALL BE NOTIFIED 48 HOURS PRIOR TO BEGINNING GRADING OPERATIONS. 5. EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN ACCORDANCE WITH NOTES AND DETAILS SHOWN. 6. SEE SHEET 3 FOR SEDIMENT CONTROL LEGEND. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND CONSTRUCTION UNTIL FINAL STABILIZATION IS ACHIEVED. 8. ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATION VR 625-02-00. 9. CONTRACTOR SHALL SECURE SITES FOR STORAGE AND STOCKPILING OF MATERIALS. SITES ARE TO BE PROTECTED FROM EROSION AS PER SEDIMENT CONTROL NOTES. 10. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY E&S INSPECTORS. 11. TEMPORARY STABILIZATION SHALL BE LIME AND FERTILIZER, TEMPORARY SEEDING, AND MULCH. LIMING REQUIREMENTS FOR TEMPORARY SITES SHALL BE 3 TONS PER ACRE FOR PH LEVELS BELOW 4.2, 2 TONS PER ACRE FOR PH LEVELS OF 4.2 TO 5.2, AND 1 TON PER ACRE FOR PH LEVEL OF 5.2 TO 6. • FERTILIZER SHALL BE APPLIED AS 600 LBS/ACRE OF 10-20-10 (14 LBS/1,000 SQ FT) OR EQUIVALENT NUTRIENTS. LIME FERTILIZER SHALL BE INCORPORATED INTO THE TOP 2 TO 4 INCHES OF THE SOIL IS POSSIBLE. SEEDING IS TO BE APPLIED AT A RATE OF 50-100 LBS/ACRE WITHIN THE MONTHS OF SEPTEMBER TO MID FEBRUARY AND SHOULD CONSIST OF A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE. WITHIN THE MONTHS OF FEBRUARY THROUGH APRIL, SEEDING IS TO CONSIST OF ANNUAL RYE AND APPLIED AT A RATE OF 60-100 LBS/ACRE. WITHIN THE MONTHS OF MAY THROUGH AUGUST, SEEDING IS TO CONSIST OF GERMAN MILLET AND SHALL BE APPLIED AT A RATE OF 50 LBS/ACRE. STRAW MULCH IS TO BE APPLIED AT 70-90 LBS/1000 SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 12. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90 LBS/1000 SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000 LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 175-200 LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 70-90 LBS/1000 SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 13. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DIKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 14. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: a. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. b. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. c. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF-SITE PROPERTY. d. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. e. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. f. COMPLY WITH APPLICABLE SAFETY REGULATIONS. CONS TR UCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES 2. EXCAVATE A 4"x4" TRENCH UPSLOPE ALONG THE LINE / OFSTAKES. 6' MAX. / FLOW ���II; III IIIA I- 3. STAPLE FILTER MATERIAL 4. BACK FILL AND COMPACT TO STAKES AND EXTEND THE EXCAVATED SOIL. IT INTO THE TRENCH. FLOW 5. INSTALL STONE FILTER AT EACH LOW VDOT #1 POINT TO SERVE AS AN OVERFLOW COARSE AGGREGATE-, - JriLL1 1'LUW 11NJ)IALLAIIUlN (PERSPECTIVE VIEW) I I POINT A SHOULD BE HIGHER THAN POINT B DRAINAGEWAY INSTALLATION (FRONT ELEVATION) SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control VA. DSWC Plate 3.09-2 Sherwood and Wyant nsF SILT FENCE SF SF STONE --70' MIN. CONSTRUCTION ACCESS -3" Sif-2A. ASPHALT TOP COURSE 2% 2% STONE CONSTRUCTION ACCESS -\ \-6" MIN. 21A AGGREGATE BASE PROFILE 70' M:N. n ASPHALT PAVED WAS NiASHR+ACtt 2% 2% FEXISTING PAVEM[NT 27. 12' M:N.* 1 EXISTING PAVEMENT I� 4 POSITIVE DRAINAGE ''MUST EXTEND FULL O'JIDTH L--� TO 5EDIVENT OF INGRESS AND E.GRESS OPERATION TRAPPING DEVICE PLAN POSITIVE DRAINAGE TO SEDIVENT TRAPPING DEVICE FILTER CLOTH--/ 1 SECTION A -A A nuutimiun water tap of 1 iltclu nluust be nustalled «ith a nuiliimunu 1 inch ballcock shtitoffvalve supply -Ina a wash hose with a diameter of 1.5 niches for adequate constant pressure. `gash water must be carried away from the entrance to an approved settlilu, area to remove sedunent. All seduiient shall be prevented from enteui,t, storin drams, ditches or watercourses. PAVED WASH RACK NO SCALE CONSTRUCTION ENTRANCE SILT FENCE CULVERT INLET PROTECTION FLOW OPTIONAL S T ONE COMBINATION FLOW �VDOT #3, #357, #5, #56 OR #57 COARSE AGGKLGAIL TO REPLACE SILT FENCE [IN "HORSESHOE" WHEN HIGH VELOCITY OF FLOW I:S EXPECTED 2.5' CLASS I RIPRAP SOURCE: ADAPTED from VDOT Standlard Sheets and Va. DSWC PLATE. 3.08- 0 CULVERT INLET PROTECTION 0 Whitman, Requardt & As,sociates, LLP 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 STONE CONSTRUCTION ENTRANCE II°PAVEMENT ,.-.. Il�t:rri; rr'rrrrr�., rr�: _II -11 I) .rer•rr. .•i3r•rri:rr:r, r•ri Z_ VDOT#1 POSITIVE DRAINAGE 10'MIN: COURSE AGGREGATE B TO SEDIMENT TRAPPING DEVICE MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION PLAN SECTION A -A SECTION B -B Source: Adapted from 1983 Maryland Standards for Soil Erosion and Sediment Control, and Va. DSWC BL 0 CK &c GRAVEL CURB INLET SEDIMENT FIL TER CURB INLET CD WIRE SCREEN 1 RUNOFF OVERFLOW WATER WITH SEDIMENT lir?i=s:M. SEDIMENT ��L ISI N WAR �AT70NCRETE BLOCK GRAVEL FILTER 71 WIRE SCREEN / 2" X 4" WOOD STUD SPECIAL APPILICATION FILTERED WATER CURB INLET THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE SOURCE: VA. DSWC IP L) v iry ormt,a Plate 3.02-1 FLUME PIPE CROSSING 0 v N EROSION CONTROL B v MEASURES TO BE LOCATED BELOW APPROACH AREAS 0 :o.•r: *. :° o. WATER FLOW \ �': A , ti FLUME PIPE ° .-A .. FLOW Q Q. o v 0. EXCAVATED TRENCH A A EROSION CONTROL MEASURES TO BE B LOCATED BELOW APPROACH AREAS PLAN VIEW BANK WATER LEVEL FLUME PIPE WATER-rm CREEK BOTTOM PROP. PIPELINE EXCAVATED TRENCH SECTION `t A -A99 CREEK BANK CREEK BANK A(X;REGATE WATER LEVEL . . FLUME PIPE PROPOSED PIPELINE SECTION "13-13" PLATE 3.07-8 SOURCE: Va. DSWC PLATE. 3.25-3 INLET PROTECTION0use UTILITY STREAM CROSSING SCALE: ALBEMARLE COUNTY SERVICE AUTHORITY SHEET H HORIZ: N/A VERT: N/A 168 SPOTNAP ROAD DATE: AUGUST 2015 CHARLOTTESVILLE, VIRGINIA 22911 9 LO)� a CHARLES E. LUCK, �. DESIGNED: C.E.I. OF Lic. No. 022835 DRAWN: R.K.W. MICHIE TAVERN WATER MAIN REPLACEMENT PROJECT CHECKED. D.J.S. EROSION AND SEDIMENT CONTROL 10 sloxaL E� PROJECT NO.: 46480-011 NOTES AND DETAILS u_il-a-n.................................. -+_.: CLOTH 6- MINT AT"eo,/010011, BERMFILTER .• . SIDE ELEVATIONTABLE GROUND WA - .:�i,Sy O. ,::: II°PAVEMENT ,.-.. Il�t:rri; rr'rrrrr�., rr�: _II -11 I) .rer•rr. .•i3r•rri:rr:r, r•ri Z_ VDOT#1 POSITIVE DRAINAGE 10'MIN: COURSE AGGREGATE B TO SEDIMENT TRAPPING DEVICE MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION PLAN SECTION A -A SECTION B -B Source: Adapted from 1983 Maryland Standards for Soil Erosion and Sediment Control, and Va. DSWC BL 0 CK &c GRAVEL CURB INLET SEDIMENT FIL TER CURB INLET CD WIRE SCREEN 1 RUNOFF OVERFLOW WATER WITH SEDIMENT lir?i=s:M. SEDIMENT ��L ISI N WAR �AT70NCRETE BLOCK GRAVEL FILTER 71 WIRE SCREEN / 2" X 4" WOOD STUD SPECIAL APPILICATION FILTERED WATER CURB INLET THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE SOURCE: VA. DSWC IP L) v iry ormt,a Plate 3.02-1 FLUME PIPE CROSSING 0 v N EROSION CONTROL B v MEASURES TO BE LOCATED BELOW APPROACH AREAS 0 :o.•r: *. :° o. WATER FLOW \ �': A , ti FLUME PIPE ° .-A .. FLOW Q Q. o v 0. EXCAVATED TRENCH A A EROSION CONTROL MEASURES TO BE B LOCATED BELOW APPROACH AREAS PLAN VIEW BANK WATER LEVEL FLUME PIPE WATER-rm CREEK BOTTOM PROP. PIPELINE EXCAVATED TRENCH SECTION `t A -A99 CREEK BANK CREEK BANK A(X;REGATE WATER LEVEL . . FLUME PIPE PROPOSED PIPELINE SECTION "13-13" PLATE 3.07-8 SOURCE: Va. DSWC PLATE. 3.25-3 INLET PROTECTION0use UTILITY STREAM CROSSING SCALE: ALBEMARLE COUNTY SERVICE AUTHORITY SHEET H HORIZ: N/A VERT: N/A 168 SPOTNAP ROAD DATE: AUGUST 2015 CHARLOTTESVILLE, VIRGINIA 22911 9 LO)� a CHARLES E. LUCK, �. DESIGNED: C.E.I. OF Lic. No. 022835 DRAWN: R.K.W. MICHIE TAVERN WATER MAIN REPLACEMENT PROJECT CHECKED. D.J.S. EROSION AND SEDIMENT CONTROL 10 sloxaL E� PROJECT NO.: 46480-011 NOTES AND DETAILS NO. I DATE �:\46480-01 TEMPORARY DIVERSION DIKE Comnacted Soil* 4.5' min. SOURCE: VA. DSWC PILATE 3.09-1 DD TEMPORARY DIVERSION DIKE - * A composite tubular barrier may be used in lieu of compacted soil dike. Tubular barrier shall be siltsoxx for runoff diversion (18" diameter) by Filtrexx or approved equal. Composite or alternate product to be approved by County E&S inspector prior to purchase and installation. BY I REVISIONS ets\46480-011 C-10.dwq Aua 31, 2015 T TEMPORARY RIGHT-OF-WAY DIVERSIONS VDOT #1 COARSE AGGREGATE 18" MIN' 6' MINIMUM TYPICAL GRAVEL STRUCTURE COMPACTED SOIL* 18" MIN. 6' MINIMUM TYPICAL EARTHEN STRUCTURE Source: Va. SWCC Plate 3.11-1 E WD TEMPORARY RIGHT-OF-WAY DIVERSION * A composite tubular barrier may be used in lieu of compacted soil dike. Tubular barrier shall be siltsoxx for runoff diversion (18" diameter) by Filtrexx or approved equal. Composite or alternate product to be approved by County E&S inspector prior to purchase and installation. Whitman, Requardt & Associates, LLP 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 %� 64? /Z� X-. t' 41 CHARLES E. LUCK, JR Lic. No. 022835 _ IORAL g _ SCALE: HORIZ: N/A VERT.: N/A DATE: AUGUST 2015 DESIGNED: C.E.L. DRAWN: R.K.W. CHECKED. D.J.S. PROJECT NO.: 46480-011 ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 MICHIE TAVERN WATER MAIN REPLACEMENT PROJECT EROSION AND SEDIMENT CONTROL NOTES AND DETAILS SHEET 10 OF 10