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HomeMy WebLinkAboutWPO202200045 Plan - VSMP 2022-10-31GENERAL INFORMATION OWNER: ALBERMARLE COUNTY SERVICE AUTHORITY CONTACT: ALEXANDER MORRISON, P.E. 168 SPOTNAP ROAD CHAR LOTTESVI LLE, VA 22911 PHONE: (434) 977-4511 FAX: (434) 979-0698 ENGINEER: WHITMAN REQUARDT, & ASSOCIATES, LLP CONTACT: CHARLES E. LUCK, P.E. 9030 STONY POINT PARKWAY, SUITE 220 RICHMOND, VA 23235 PHONE: (804) 272-8700 FAX: (804) 272-8897 DISTURBED AREA : ZONING: N/A MAGISTERIAL DISTRICT: SCOTTSVILLE, VA ALBEMARLE COUNTY SERVICE AUTHORITY SCOTTSVILLE PHASE 4 WATER PROJECT LOCATION %SCOTTSVILLE TESVILLE N RICHMOND LOCATION PLAN MAIN REPLACEMENT NO SCALE USGS DATUM: HORIZONTAL DATUM -VA STATE PLANE COORDINATE SHEET INDEX SYSTEM, SOUTH ZONE NAD 83 VERTICAL DATUM - NGVD 29 SHEET TITLE SOURCE OF TOPOGRAPHY: CONVENTIONAL INSTRUMENT SURVEY AND MAPPING SURVEY BY LINCOLN SURVEYING INC. 1. TITLE SHEET, LOCATION PLAN AND SHEET INDEX 0 SOURCE OF SURVEY: LINCOLN SURVEYING 0 2. KEY SHEET 632 BERKMAR CIRCLE o 3. LEGEND, ABBREVIATIONS & GENERAL NOTES CHAR LOTTESVI LLE, VA 22901 Qoe 9 4. JAMES RIVER ROAD PHONE: (434) 974-1417 ��e o <<m� PLAN AND PROFILE — STA. 10+00 TO STA. 17+50 PLAN AND PROFILE — STA. 184+00 TO STA. 184+92 FAX: (434) 974-1776 �� N9m 5. JAMES RIVER ROAD PLAN AND PROFILE — STA. 17+50 TO STA. 28+00 SCOANILLE K�Q��� d 6. JAMES RIVER ROAD 0Po5 PLAN AND PROFILE — STA. 28+00 TO STA. 38+50 7. JAMES RIVER ROAD PLAN AND PROFILE — STA. 38+50 TO STA. 49+50 8. JAMES RIVER ROAD PLAN AND PROFILE — STA. 49+50 TO STA. 58+50 ° 9. JAMES RIVER ROAD TO MOORES HILL SCOWSPILLE o PLAN AND PROFILE — STA. 58+50 TO STA. 66+00 O 10. MOORES HILL TO HARDWARE STREET a PLAN AND PROFILE — STA. 66+00 TO STA. 72+86 11. BIRD STREET — PLAN AND PROFILE STA. 80+00 TO STA. 84+92 BIRD STREET — PLAN AND PROFILE STA. 90+00 TO STA. 93+14 PAGE STREET — PLAN AND PROFILE STA. 100+00 TO STA. 102+50 12. PAGE STREET — PLAN AND PROFILE STA. 102+50 TO STA. 106+00 WEST MAIN STREET — PLAN AND PROFILE— STA. 113+00 TO STA. 114+00 LOCATION MAP 13. PAGE STREET FLEET STREET PLAN AND PROFILE LE —STA. 106+00 TO STA. 111+50 14. WEST MAIN STREET TO VALLEY STREET TO FLEET STREET SCALE: 1 1 000 ' PLAN AND PROFILE — STA. 114+00 TO STA. 117+62 FLEET STREET — PLAN AND PROFILE STA. 111 +50 TO 112+70 15. JAMES RIVER ROAD PLAN AND PROFILE — STA. 140+00 TO STA. 148+50 16. JAMES RIVER ROAD PLAN AND PROFILE — STA. 148+50 TO STA. 157+00 APRIL 2022 17. JAMES RIVER ROAD PLAN AND PROFILE — STA. 157+00 TO STA. 166+50 18. JAMES RIVER ROAD PLAN AND PROFILE — STA. 166+50 TO STA. 176+50 19. JAMES RIVER ROAD PLAN AND PROFILE — STA. 176+50 TO STA. 184+00 20. SCOTTSVILLE TANK AND PUMP STATION SITE 21. DETAILS 22. DETAILS 23. EROSION AND SEDIMENT CONTROL NOTES AND DETAILS FDTX1�01 31 Whitman, Requardt & Associates, LLP 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 90% SUBMITTAL NOT TO BE USED FOR CONSTRUCTION SCALE: HORIZ: N/A VERT.: N/A DATE: APRIL 2022 DESIGNED: E.E.B. DRAWN: E.E.B. CHECKED- C.EL PROJECT NO.' 46480-025 ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 SCOTTSVILLE PHASE 4 - WATER MAIN REPLACEMENT TITLE SHEET, VICINITY MAP AND SHEET INDEX SHEET 1 OF 23 SCOTT� TREAT Whitman, Requardt & Associates, LLP 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 v 90% SUBMITTAL NOT TO BE USED FOR CONSTRUCTION SCALE: HORIZ: 1 *=300' VERT.: N/A DATE: APRIL 2022 DESIGNED: E.E.B. DRAWN: E.E.B. CHECKED- C.EL PROJECT NO.' 46480-025 ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 SCOTTSVILLE PHASE 4 - WATER MAIN REPLACEMENT KEY SHEET SHEET 2 OF 23 GENERALNOTES ABBREVIATIONS LEGEND EXISTING Symbology (NOT ALL SYMBOLS MAY BE SHOWN ON PLANS) I- Airport Runway Light ® Gas Line Marker 11 Railroad Switch Box o Airport Navigation Aid © Gas Manhole 0 Sanitary Sewer Manhole +ss.s Airport Obstruction Spot e Gas Meter A Satellite Dish 6 Airport Symbol - Miscellaneous Gas Valve S O Sign Antenna © Gas Well 9X3 Spot Elevation Bench Mark 0 Golf Course Symbol-Miscell. ® Steam Cover PB PIPE Bollard ® Grate © Steam Manhole -0i Boring Guy Pole H Steam Valve El Boundary Marker >- Guy Wire Post ® Storm Drain Manhole 0 Bush o HVAC Unit ® Cable Marker (Text indicates type) T Hydrant ',k Swamp / Marsh 0 Capstan ® Lamp � Telephone o Catch Basin (Depicted as built) O Telephone Manhole � Light Pole ® Drain Inlet 0 Telephone Pedestal © Mail Box ® Drain Inlet -Circular O Manhole =-& Transmission Pole B Cleat K2 Metal Cover ® Transmission Tower O Control -Horizontal Photo. 0 Meter -Unidentified LA Traffic Signal Box O Control -Vertical Photo. m Miscellaneous Pole § Traffic Signal C Culvert Headwall c Monitoring Well Tree / 6HEM15 6" Hemlock With 15' Canopy (Diameter) < Culvert Pipe 0 Monument O Unidentified Object + Dolphin o Navigation Aid X Utility Pole E3 Electric Box � Navigation Aid -Lighted x Valve -Unidentified ® Electric Manhole �- Parking Meter a Vent Pi P e e Electric Meter � Post ® Water Manhole ® Fill Cap In Flag Pole O Property Corner WM Water Meter 0 Fuel Line Marker • Pump ¢ Water Tap ® Fuel Line Marker Railroad Signal ® Water Well Fuel Valve 0 Water Valve CL/STREAM 36.5 Centerline Elevation of Stream HS ❑ Head Stone (Cemetery) Existing Contours Ex. Above Ground Utility Abbreviations Ex. Above Ground Cable TV Line Ex. Above Ground Electric Line Ex. Above Ground Fiber Optics Cable Ex. Above Ground Telephone Line Ex. Underground Gas Line Wetlands 9 /Q 1079 Traverse and Temporary Bench Mark T-1079 381642.66 LEGEND 385.99 94.22 85.99 Line Patterns (SOME SYMBOLS SHOWN MAY NOT BE USED) 415 Existing Culvert OHTV Overhead TV Coble Line OHE Overhead Electric Line Ex. Underground FOC Fiber Optic Cable Cable TV Line OHT Overhead Telephone Line ... OHTV ... Ex. Underground OHE 9HC FOC OHT G G -AL -t Property Boundary Ex. Easement (ROAD R/W, UTILITY) Depression Obscured Depression R/W And Property Boundary 11- Railroad - Active Guardrail r7S1�11111111-i1 Electric Line Ex. Underground Storm Drain Line Ex. Underground Telephone Line Ex. Underground Water Line Ex. Underground Sanitary Sewer Line =r- :I-_ =r- 12" CMP W W S S Treeline Bushes Water or Ditchline Fence Railroad - Abandon Existing Edge of Pavement (EP) PROPOSED EASEMENTS - - LIMITS OF DISTURBANCE (U.O.N) LOD TEMPORARY ABOVEGROUND WATER MAIN TW PROPOSED PAVING GRAVEL DRIVE RESTORATION ABANDONED IN PLACE SPOT ELEVATION +125.50 BORINGe-' TEST HOLE VALVE ►/ FIRE HYDRANT ASSEMBLY WATER MAIN WATER SERVICE CONNECTION WSCB AND METER BOX SANITARY SEWER SANITARY SEWER CONNECTION SSC SANITARY SEWER CLEAN OUT C.O. BLOWOFF VALVE AIR RELEASE VALVE A0 EROSION AND SEDIMENT CONTROL (SOME SYMBOLS SHOWN MAY NOT BE USED) SAFETY FENCE TEMPORARY STONE CONSTRUCTION ce ENTRANCE STRAW BALE BARRIER sF SILT FENCE SF SF STORM DRAIN INLET �p PROTECTION CULVERT INLET PROTECTION aP TREE PRESERVATION AND PROTECTION TEMPORARY SEEDING PERMANENT SEEDING CHECK DAM 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 NOTED OTHERWISE ON THE PLANS OR IN THE SPECIFICATIONS. 2. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF 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 COMPLETION OF ALL PAVING, THE CONTRACTOR SHALL ADJUST THEM TO THE FINAL ROAD GRADES 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 MAILBOXES, 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. WATER MAIN PIPING SHALL BE CLASS 52 DUCTILE IRON. 12. INGRESS AND EGRESS OF ALL PRIVATE DRIVEWAYS TO BE MAINTAINED AT ALL TIMES. DRIVEWAYS DISTURBED DURING CONSTRUCTION AS SHOWN WITHIN THE LIMITS OF WORK SHALL BE REPLACED TO ORIGINAL CONDITION AS SHOWN ON THE PLANS. EXISTING DRIVEWAYS NOT SHOWN WITHIN THE LIMITS OF WORK SHALL NOT BE IMPACTED OR DAMAGED WITHOUT AUTHORIZATION FROM THE ACSA OR ENGINEER. 13. IN AREAS WHERE SETTLING HAS OCCURRED, CONTRACTOR SHALL BACKFILL WITH STONE AS DIRECTED BY ACSA INSPECTOR. 14. PRIOR TO ANY EXCAVATION, CONTRACTOR SHALL HAVE MATERIALS ON SITE TO REPAIR ANY EXISTING CAST IRON OR ASBESTOS CEMENT WATERLINE, AND SERVICE CONNECTIONS IN THE EVENT OF DAMAGE, AT NO ADDITIONAL COST TO OWNER. 15. REFER TO VDOT LAND USE PERMIT FOR BACKFILL REQUIREMENTS WITHIN VDOT ROADS. SEE SPECIFICATION SECTION 02200 FOR REQUIREMENTS. 16. 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-698 ® OPTIMUM MOISTURE t2%). 17. CONTRACTOR SHALL PROPERLY NOTIFY ALL PROPERTY OWNERS TWO (2) WEEKS PRIOR TO THE START OF ANY CONSTRUCTION (INCLUDING LAND CLEARING ON PRIVATE PROPERTY). COORDINATE PROPERTY OWNER NOTIFICATIONS WITH ACSA INSPECTOR. 18, 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. 19. ALL WATER MAINS AND SEWER PIPES, INCLUDING FIRE HYDRANT LINES, WATER SERVICE CONNECTIONS AND SERVICE LATERALS, SHALL BE INSTALLED WITH A MINIMUM COVER OF 3.5 FEET, MEASURED BELOW ESTABLISHED FINISHED GRADE OR EXISTING GROUND TO THE TOP OF PIPE. 20. REFER TO VDOT LAND USE PERMITS FOR LIMITS OF PAVEMENT RESTORATION. 21. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 22. VALVES ON DEAD-END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF LINE. 23. CONTRACTOR SHALL PROVIDE ALL TRAFFIC CONTROL AND ROAD SIGNAGE IN ACCORDANCE WITH VDOT REQUIREMENTS, AT NO ADDITIONAL COST TO THE OWNER. 24. ALL EXISTING WATER MAINS AND VALVES WILL BE ABANDONED IN PLACE UNLESS OTHERWISE DIRECTED BY THE ACSA. 25. WATER SERVICE CONNECTIONS AND METER BOXES (WSCB) DENOTED "WSCB" SHALL BE PLACED PARALLEL TO EXISTING SERVICES, WSCB'S ACROSS EXISTING ROADS MAY BE INSTALLED THROUGH TRENCH LESS INSTALLATION METHODS. NO ADDITIONAL EASEMENTS HAVE BEEN OBTAINED BEYOND EXISTING ROAD R/W EASEMENTS OR PERMANENT EASEMENTS SHOWN. 26• FIRE HYDRANT BEARING INFORMATION REFLECTS THE TEE CONNECTION WITH THE PROPOSED WATERLAN. 27. INSTALL CONSTRUCTION SAFETY FENCE ON BOTH SIDES OF WORK AREA WHERE REQUIRED BY PERMIT OR AS REQUESTED BY THE ACSA INSPECTOR, EXTENDING 500' IN EACH DIRECTION. 28. WATER MAINS INSTALLED UNDER CULVERTS SHALL HAVE MIN. 12" SEPARATION AND SHALL BE INSULATED. A MIN. OF 3' SEPARATION IS REQUIRED IF NOT INSULATED. 29. REFER TO SPECIFICATIONS AND ACSA STANDARDS FOR DISPOSAL REQUIREMENTS FOR AC WATER MAINS AND APPURTENANCES. 30. REFER TO SPECIFICATION SECTION 01106 FOR CONSTRUCTION SEQUENCING REQUIREMENTS. 31. MAINTAIN MIN. 5 FT. SEPARATION FROM EXISTING WATER MAIN. Whitman, Requardt & Associates, LLP 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 90% SUBMITTAL NOT TO BE USED FOR CONSTRUCTION (NOT ALL SYMBOLS MAY BE SHOWN ON PLANS) AASHTO AMERICAN ASSOCIATION OF MSL MEAN SEA LEVEL HIGHWAY TRANSPORTATION OFFICALS MJ MECHANICAL JOINT AC ASBESTOS CEMENT/TRANSITE MIN MINIMUM ARV AIR RELEASE VALVE NPT AMERICAN NATIONAL TAPER PIPE THREAD AR/ARV AIR RELEASE/AIR VACUUM VALVE N NORTH ALT ALTERNATE NBL NORTH BOUND LANE ASSY ASSEMBLY NITC NOT IN THIS CONTRACT ® AT NTS NOT TO SCALE BF BLIND FLANGE NO. NUMBER OC ON CENTER BV BALL VALVE BO BLOW OFF OD OUTSIDE DIAMETER BFV BUTTERFLY VALVE PP POWER POLE CENTER LINE PRV PRESSURE REGULATED VALVE CV CHECK VALVE PROP PROPOSED CL CLASS PSI POUNDS PER SQUARE INCH R PROPERTY LINE CLR CLEARANCE C.I. CAST IRON RWTM RAW WATER TRANSMISSION MAIN C.M.P. CORRUGATED METAL PIPE RCP REINFORCED CONCRETE PIPE CONC CONCRETE R/F ROD FOUND CORP. STOP CORPORATION STOP REQ'D REQUIRED CONN CONNECTION RJ RESTRAINED JOINT CY CUBIC YARD ROW RIGHT OF WAY DIA DIAMETER RD ROAD DI DUCTILE IRON SAN SANITARY DIP DUCTILE IRON PIPE SFM SANITARY FORCE MAIN ESMT EASEMENT SCHED OR SCH SCHEDULE E EAST SBL SOUTH BOUND LANE ECC ECCENTRIC STA STATION EP EDGE OF PAVEMENT SD STORM DRAIN EL ELEVATION SSWR SANITARY SEWER EX EXISTING ST S STORM SEWER FLG FLANGE SQ SQUARE FT FOOT OR FEET SY SQUARE YARD FM FORCE MAIN ST, STL, S.S. STAINLESS STEEL FWM FINISHED WATER MAIN STD STANDARD GAL GALLON STL STEEL GS GALVANIZED STEEL STRUCT STRUCTURAL GV GATE VALVE SCV SURGE CHECK VALVE HEX HEXAGON TBD TO BE DETERMINED ID INSIDE DIAMETER TRANS TRANSMISSION MAIN INV INVERT TS TEST STATION IRR IRRIGATION LINE TYP/TP TYPICAL JT JOINT LF LINEAR FOOT (FEET) LID UNDER DRAIN UGE UNDERGROUND ELECTRIC LG LONG USGS UNITED STATES GEOLOGICAL SURVEY LP LIGHT POLE UON UNLESS OTHERWISE NOTED MB MAILBOX MH MANHOLE VDOT VIRGINIA DEPARTMENT OF TRANSPORATION MAR MANUAL AIR RELEASE W WATER OR WEST MAX MAXIMUM WM WATER MAIN W/M WATER METER W/V WATER VALVE WSC WATER SERVICE CONNECTION W/ WITH W/0 WITHOUT SCALE: HORIZ: N/A VERT.: N/A DATE_ APRIL 2022 DESIGNED: E.E.B. DRAWN: E.E.B. CHECKED- C.E.L PROJECT NO. 46480-025 ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 SCOTTSVILLE PHASE 4 - WATER MAIN REPLACEMENT LEGEND, ABBREVIATIONS AND GENERAL NOTES SHEET 3 OF 23 TMP 130-4101 I WILI AM T. PATE AND 8AR8ARA L PATE D.B. 2931 P. 739 08 2252 P. 560 PLAT DR 1597 P. 568 570 PLAT D.B. 1151 P. 672, 674 PLAT OR 283 P. 111, 115 PLAT D.B. 1597 P. 568 ACCESS EASEMENT D.B. 1151 P. 677 REFER TO SHEETS 15-19, D.B. 1128 P. 729 APP. PWR P. COM FOR WATER MAIN REPLACEMENT D.B. 489 P. 423 VA TELE AND TELE TO SCOTTSVILLE WTP D.B. 365 P. 186 VA TELE AND TELE D8. 355 P. 128 APP. PWR COMP. STA.=184+83 0.R 355 P. 126 APP. PWR. COMP. 10" X 10" TEE D.B. 330 P. 541 VA TELE AND TELE 15' ACSA EASEMENT N 3813608.61 DR 290 P. 247APP. PWR COMP. D.B. 440 P. 305 1480508.35 D.B. 286 P. 140 APP. PWR. COMP. SHOWN PER A LEGAL REVI GATE VALVE D.B. 268 P. 368 APP. PWR. COMP. BOX 08 194 P. 264 CENTRE PWR COMP. =SEE 2 4 JA --- _____________!q{j_ UP A38848820 IF SF 1" AIR RELEASE SF -_ 13658.97 � IIIIIIINr [~ rn TMP 130-40A LORELEI DAN/ELLE DATTEN W.B. 162 P. 781 D.B. 2674 P. 481 D.B. 1256 P. 390 PLAT D.B. 751 P. 625 627 PLAT D.B. 684 P. 708 709 PLAT OR 1090 P. 631 APP. PWR. COMP. D.B. 752 P. 476 APP. PWR. COMP. D.B. 751 P. 625 RD. MA/NT D.B. 489 P. 423 VA TELE AND TELE D.B. 365 P. 186 VA TELE AND TELE D.B. 355 P. 128 APP. PWR. COMP. D.B. 330 P. 541 VA TELE AND TELE. D.B. 290 P. 249 APP. PWR. COMP. D.B. 286 P. 140 APP. PWR. COMP. D.B. 268 P. 368 APP. PWR. COMP. D.B. 194 P. 264 CENTRE PWR. COMP. EXISTING FENCE= LIMIT OF DISTURBANCE SEE NOTE 3, THIS SHEET. SUP A38848821 JAMES RIVER RD_ - SR 726 (30' 10" D.I. WATER MAIN, SEE NOTE 1 TYP. WSC INSTALLATION IN STD. METER BOX SEE DETAIL, SHEET 21. TMP 130-40 LORELEI OANIELLE BATTEN W.B. 162 P. 781 D.B. 2674 P. 481 OR 1255 P. 990 PLAT D.B. 751 P. 625 627 PLAT OR 684 P. 708 709 PLAT D8. 1090 P. 691 APP. PWR. COMP. D8. 752 P. 476 APP. PWR. COMP. OR 751 P. 625 RD. MAINT. D8. 489 P. 423 VA TELE AND TELE D.B. 365 P. 186 VA TELE AND TELE D.B. 355 P 128 APP. PWR. COMP. D.B. 330 P. 541 VA TELE AND TELE. D.B. 290 P. 249 APP. PWR. COMP. D.B. 286 P 140 APR PWR. COMP. D.B 268 P. 368 APP. PWR. COMP. D.B 194 P 265 CENTRE. PWR. COMP. ABANDON EX. FIRE HYDRANT AND VALVE. EX. FIRE HYDRANT B TO BE RETURNED TO ACSA STA.=15+94 10" X 6" TEE N 3814193.37 E 11480646.05 6" GATE VALVE AND BOX FIRE HYDRANT 1-10" GATE VALVE AND BOX m o W� U _0C/) m �Q Iv m �z i I i SEE NOTE 2. THIS SHEET T A.=10+0�-' cgs ANT f - - ,• �a�--•-,�Nv \ I W W • " }'SUP _"�cCSA - _ - _ 3 pp rPItzzi z 4 0 X 8 TEE D.B. 440 P. 30 ►� N 3813620.51 SHOWN PER ACSA ' - - `"` E 11480510.48 LEGAL REVIEW e q �+ ;b, \oti I�r SEE SHEET 20 ° SF CPS Z �\ \ E TP VARIABLE WIDTH PERMANENT 401 ^� I I'P w EASEMENT AND LIMIT OF 4Ito I co WATER SEE SHEEP 20 FOR WATER MAIN DISTURBANCE CURVE DATA 8 ` TOWER 9 REPLACEMENT ON EXISTING TANK C_ � AND PUMP STATION SITE. N3813960.06 o TMP 130-390 PT11 STA. 14+36 CURVE480571.69 �T 5+14 I c GPSI AL8EMARLE COUNIY SERVICE AUTHORITY TMP 130-52A IF «" 425.84 N 11480592.6 N 3814119.60 up t/? D.B 440 P. 305, 309 PLAT GRACE NOTES, LTD., UK E 11480592.67 IF D.B. 440 P. 305 ACSA OR 2199 P. 290 E 11480615.78 5 D.B. 2199 P. 292-288 PLAT R= 750 PT= STA, 15+88 W VARIABLE WIDTH 0.8. 4375P. ,338 STA=15+00 N 3814188.32 PERMANENT D.B. 1290 P. 587 APP. PWR COMP. E 11480643.49 M EASEMENT AND 0.8. 1226 P. 721 APP. PWR. COMP. 10" BLOWOFF LIMIT OF D.B. 734 P. 55 APP. PWR. COMP. TYPE "A" R= 450' N I DISTURBANCE D.B. 734 P. 51 APP. PWR. COMP. N 3814106.54 rn D.B. 440 P. 305 ACSA E 11480611.76 D.B. 286 P. 142 APP. PWR. COMP. VARIABLE WIDTH PERMANENT Q+ EASEMENT AND LIMIT OF N DISTURBANCE I EX JAMES IVER R AD U-i VERTICAL SCALE 0 5' 10' SCALE: 1 " = 5' HORIZONTAL SCALE 0 20' 40' 80' SCALE: 1 " = 40' NOTES: 1. MAINTAIN MIN. 5 FT. SEPARATION FROM EXISTING WATER MAIN. 2. CONTRACTOR REQUIRED TO KEEP EXISTING WATER MAINS IN SERVICE THROUGHOUT CONSTRUCTION UNLESS NOTED OTHERWISE OR DIRECTED. 3. PROTECT EXISTING FENCE THROUGHOUT CONSTRUCTION. COORDINATE REPLACEMENT OF DAMAGED FENCE WITH ACSA INSPECTOR AS REQUIRED. EXISTING FENCE IS THE LIMIT OF DISTURBANCE UNLESS OTHERWISE NOTED OR SHOWN WITH SF. 4. REFER TO SPECIFICATION SECTION 01106 FOR ANTICIPATED CONSTRUCTION SEQUENCE. 18" MIN. 12" MIN. 405 + Z405 M I� / E-1-1 10" DI WATIfR MAIN400 \ / ECa Cn-- --- --- --- --- - 400 LLJ LLJI --- -- -- --- --- --- --- - / \ \I O z0 O I X Z Q U W Z Q X O Z IM Z W Q W CDd W m 385 --- - CC 1 Q W 7 O W W Q --- --- 2i ± J Q W Uj rn O Z3: LU Q J of Ct'] N > 380 ¢ v FW Q zl_W CD11 w 380 --- --- O > O c s CD X Q X W>> Q < =i CDC.J m II x J W O X II w e I o W W w W W I O O II v +CxD375 C 1- w 0Op N + + O + + O) + H w 00 + H w ^ + II M + ` O m + 375 184+00 184+50 184+92 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 10+00 NO. DATE BY REVISIONS vvii 90% SUBMITTAL NOT TO BE USED FOR CONSTRUCTION SCALE: HORIZ: 1"=�' VERT.: 1"=5' DATE: APRIL 2022 DESIGNED: E.E.B. DRAWN: E.E.B. ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 SHEET 4 OF SCOTTSVILLE PHASE 4 - WATER MAIN REPLACEMENT Whitman, Requardt & Associates, LLP 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 CHECKED' C.E.L. PROJECT NO.- 46480-025 JAMES RIVER ROAD PLAN AND PROFILE - STA. 10+00 TO STA. 17+50, STA. 184+00 TO STA. 184+92 23 z-NW W x 07, I C Lo 09 z n 71VID 130-409 WILLIAM 9 HALL AND PATRICIA E HALL D. 9. 826 P. 709 19.9. 694 P. 708 PLAT D 9 152 P. 476 APR PWR COMP. D.9 751 P. 625 AD. 4AIN1. D 9 499 P. 423 VA TELE AND TELE 09 365 P. 196 VA TELE AND TELE 08 355 P. 129 APR PWR COMP. 09 330 P. 541 VA TELE AND TELE 08 290 P. 249 APP. PWR COMB D9 286 P. 140 APP. PWR COMP. 08 268 P. 369 APP. POW COMP. D9 194 P. 265 CENTRL. PWR COMP. TYP. WSC INSTALLATION IN STD. METER BOX SEE DETAIL, leel SHEET 21. WSCB PF VIF_ SF= LIMIT OF DISTURBANCE SEE NOTE 3, THIS SHEET TMP 130-39 PAGE GANAWAY MASSIF AND SALLIE 5TUART 40551E W.B. 109 R 363 0/9 109 P. 370 0.9 1195 P 429 D.9 1195 P. 434 PLAT D 9 355 P. 128 APP. PWR COMP. D 9 355 P. 126 APR PWR COMP. D 9 330 R 541 VA TELE AND TELE COMP. 10" D.I. WATER MAIN, SEE NOTE 1. IMP 130-39 DAVIO CA11E7T AND NANCY T. CATLEIT 09 1283 P. 118 09. 1289 P. 123 PLAT J.H. 1249 P. 26 PLAT D.8. 1154 P. 196 09 440 P. 319 ACSA 0.9 365 P 181 VA TELE AND TELE COMP. SF= LIMIT OF DISTURBANCE STA.=27+00 N 3815182.18 ---------- --- - -- _--___30_PRESCRIPTIVE EASEMENT E 11481142.62 -- -------- SF SR 726 (30',R)N� _ ,-------------'77JAMES an ----- -------------- -399.92_. ----- _._7. ._ ___ ._. - SR 726 S _. _._. _. --------------- SF................... - - - - - 7tr7 W y`t —%(y7W SF- �- - - - - SF SF SF X SF - X - 25' ACSA EASEMENT D.B. 440 P. 305� SHOWN PER ACSA / LEGAL REVIEW SF --CE 12"X70" TEMPORARY CONSTRUCTION " . ENTRANCE. SEE NOTE 4, E 11480783.60 THIS SHEET. 10" DI TMP 130-52A GRACE NOTES, LTD, UK 09. 2199 P. 290 9..8. 2199 P. 292-299 PLAT 09 4375 P. 338 ,99 1280 P. 581 APP. PWR COMP. 09. 1226 P. 721 APP. PWR COMB 0.9 734 P. 55 APP. PWR COMP. 0.9 734 P. 51 APR PWR COMP. 08. 440 P. 305 ACSA PS. 286 P 142 APP. PWR COMP. J MES RI ER RO D AP ROX. EX GROU D EXISTING FENCE= LIMIT OF DISTURBANCE SEE NOTE 3. STA.=22+95 1" AIR RELEASE VALVE `N 3814820.24 E 11480960.89 VARIABLE WIDTH PERMANENT EASEMENT AND LIMIT OF DISTURBANCE ------1----- STA.=25+05 1-10" GATE VALVE AND BOX I N 3815007.33 E 11481054.89 etr��•- - - - - - 25' ACSA EASEMENT D.B. 440 P. 305 SHOWN PER ACSA LEGAL REVIEW W` cc E-I pa rn VERTICAL SCALE c Q 5 10 SCALE: 1 " = 5' HORIZONTAL SCALE 0 20' 40' 80' III I Ts7 NOTES: SCALE: 1" = 40' 1. MAINTAIN MIN. 5 FT. SEPARATION FROM EXISTING WATER MAIN. x H 2. CONTRACTOR REQUIRED TO KEEP EXISTING WATER MAINS IN SERVICE THROUGHOUT CONSTRUCTION UNLESS NOTED OTHERWISE OR DIRECTED. 3. PROTECT EXISTING FENCE THROUGHOUT CONSTRUCTION. COORDINATE REPLACEMENT OF DAMAGED FENCE WITH ACSA INSPECTOR AS REQUIRED. EXISTING FENCE IS THE LIMIT OF DISTURBANCE UNLESS OTHERWISE NOTED OR SHOWN WITH SF. 4. REMOVE AND REPLACE EXISTING GATE IF NEEDED TO INSTALL AND TO MAINTAIN CONSTRUCTION ENTRANCE. PROVIDE TEMPORARY GATE THROUGHOUT CONSTRUCTION IF REQUIRED PRIOR TO FINAL GATE REPLACEMENT. I 0 O f 00 z F � + + + 175 17+50 18+00 18+50 19+00 19+50 20+00 20+50 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 NO. DATE BY REVISIONS 90% SUBMITTAL NOT TO BE USED FOR CONSTRUCTION vvii Whitman, Requardt & Associates, LLP 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 Ham: 1"=40 VERT'` 1"=5, DATE: APRIL 2022 DESIGNED: E.E.B. ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 SHEET 5 OF 23 SCOTTSVILLE PHASE 4 - WATER MAIN REPLACEMENT JAMES RIVER ROAD PLAN AND PROFILE - STA. 17+50 TO STA. 28+00 DRAWN: E.E.B. CHECKED- C.EL PROJECT NOI 46480-025 i TMP 130-98 ✓. DAVID CATLEiT AND NANCY T. CATLETT D.B. 1283 P. 118 D.B. 1283 P. 123 PLAT D.B. 1249 P. 26 PLAT D.B. 1154 P. 196 D.B. 440 P. 319 ACSA D.8. 365 P. 181 VA TELE AND TELE COMP. SF-- LIMIT OF LO DISTURBANCE E-1 - _ -30- PRESCRIMM EASEMENT -------------------------- -------------- x JAMME IVER RD -------------------SR T^ _ (31Y IV - F E E _ .-•- -._ _ 12• C 387A C 1N W . _ qP 05 - ---- ----- � + cc CQ 25 A SA E NT E s B. 4 0 SHOWN PE CS F coo LEGAL REVIEW SF STA.=29+00 SF N 3815360.87 W E 11481232.44 Z 10" D.I. WATER MAIN, Imo, SEE NOTE 1 / RMANENi CURVE DATA PC= STA. 30+28 N 3815474.86 E 11481289.72 PT= STA. 32+33 N 3815628.37 E 11481422.62 R= 413' UP E-5 SEE NOTE 3, THIS SHEET. \ \I T-19184006 EXISTING EASEMENT= X` , \ LIMIT OF DISTURBANCE yW� 14 DTRE \4<7 / Y2OAK25 X r• � VARIABLE WIDTH PE AP40 150A1,40�� E--4 EASEMENT AND LIMIT OF / d' DISTURBANCE K4 1� STA =33+00 1250 Kzs OAK50 STA.=31 +35 10" BLOWOFF TYPE "A" N 3815563.17 E 11481349.43 TMP 190-52A GRACE NOTES, LTD., UK D.B. 2199 P. 290 D.B. 2199 P. 282-289 PLAT D.B. 4375 P. 338 D.B. 1280 P. 587 APP. PWR. COMP. D.B. 1226 P. 721 APP. PWR. COMP. D.B. 734 P. 55 APP. PWR. COMP. D.B. 734 P. 51 APP. PWR COMP. D.B. 440 P. 305 ACSA D.B. 296 P 142 APP. PWR. COMP. M N 3815666.78 E 11481477.81 q� RFR 379'1'T F .>•�� / IC' 18OAK45 TMP 130-38E CLARKE N. HOGAN AND MARSHA HOGAN D.B. 4683 P. 749 D.B. 1154 P. 212-213 PLAT 0.8. 440 P. 319 ACSA D.B. 365 P. 181 VA TELE AND TELE COMP D.B. 1587 P. 489 APP. PWR COMP. JJ MES RI ERR D ✓. DAV1D CATLETT AND NANCY T. CATLE7T D.B. 1283 P. 118 D.B. 1283 P. 123 PLAT D.B. 1249 P. 26 PLAT D.B. 1154 P. 195 D.B. 440 P. 319 ACSA 0.8. 365 P. 181 VA TELE AND TELE COMP. EXISTING EASEMENT= LIMIT OF DISTURBANCE ------------- T=19184008 85 --- ---- - -- - - -- 4--- op _ - - — — W x 18OAK35 5 VERTICAL SCALE T-19184007_��''' .n 393.77a J1El� `,gyp 4° 40 45 14P0 0 • • 16 HERRY • I60 30 Q UP A3848942 , , , - AK4 180AK35 • 16MAP3 • 16MAP35 O ♦ 4 P25 �fJ Rom'''' OHC OA 4MA. • + SCALE: 1 " = 5' ' , , , , - _ • AK55 _ _ y - _ _ _ 20MAP45 ,Sy 24MAP45 CHE 4 C35 SF 240AK50 - F-.. _ .-'U = 1s59 _ _ _._ ._ '.Av 6 ON HORIZONTAL SCALE - 5 Y/+� 5 7 P. q _ _° 0 20' 40' 80, i \��.I,y 12 NE2 .1bPNJEII • Ln 6 K30 . --.,:...,._. .'. SCALE: T 1"-40' 319 1z0AK25 2. p.Es •N PER ACSA 14V�•�' 120AK35 140AK3 I AK SHO GAL REVIEW 16DEA OAK • • x CURVE DATA zaoAKso • PC= STA 35+52 STA,=38+00 240AK5D E ✓� 0' N 3815810.75 N 3815895.70 is( 18OAK40 10' D.I. WATER MAIN, E 11481684.35 E 11481915.54 1;,,` SEE NOTE 1 v STA.=34+95 1-10" GATE VALVE AND BOX N 3815778.22 E 11481637.62 TMP 130-38E CLAR7(E N. 110GAN AND MARSHA HOGAN D.B. 4683 P. 749 VARIABLE WIDTH PERMANENT D.B. 1154 P. 212-213 PLAT EASEMENT AND LIMIT OF D.B. 440 P. 319 AC£4 DISTURBANCE D.B. 365 P 181 VA TELE AND TELE COMP D 8. 1597 P. 489 APP. PWR. COMP. PT= STA 37+05 N 3815873.39 NOTES: E 11481823.51 R= 413' 1. MAINTAIN MIN. 5 FT. SEPARATION FROM EXISTING WATER MAIN. 2. CONTRACTOR REQUIRED TO KEEP EXISTING WATER MAINS IN SERVICE THROUGHOUT CONSTRUCTION UNLESS NOTED OTHERWISE OR DIRECTED. 3. PROTECT EXISTING FENCE THROUGHOUT CONSTRUCTION. COORDINATE REPLACEMENT OF DAMAGED FENCE WITH ACSA INSPECTOR AS REQUIRED. EXISTING FENCE IS THE LIMIT OF DISTURBANCE UNLESS OTHERWISE NOTED OR SHOWN WITH SF. r- r1 ' I o400 co CeD E—i E \ �' 395 — --- — I a APPRO EX GROUND a 390 . - - - - _ _ - - - I H � � M� H / 3R..5 3RS BE 375 a375 I — J m it + W � W > Q N + 370 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 NO. DATE BY REVISIONS 90% SUBMITTAL NOT TO BE USED FOR CONSTRUCTION Whitman, Requardt & Associates, LLP 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 SCALE: HORIZ: 1"=�' VERT.: 1"=5' DATE: APRIL 2022 DESIGNED: E.E.B. DRAWN: E.E.B. CHECKED C.E.L. PROJECT NO.- 46480-025 ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 SHEET 6 OF 23 SCOTTSVILLE PHASE 4 - WATER MAIN REPLACEMENT JAMES RIVER ROAD PLAN AND PROFILE - STA. 28+00 TO STA. 38+50 TMP 130-37 LIN001 G. DORRIER, ✓R, 12" DI WATER D. ✓ANE DORRIER,• STA.=42+69 MAIN. MAROARET ANNE DORRIE,' & 10" X 10" TEE SEE NOTE 4, L/NDSAY G. DORRIER, 111 N 3816000.68 THIS SHEET. D.B. 3865 P. 223 E 11482372.25 I 0.8. 1227 P. 579 PLAT 2-10" GATE VALVE AND BOX n D.B. 421 P. 483, 485 PLAT SEE NOTE 4 1 � m ' 1 10" X 12" INCREASER ' 1� F 10" X 8" REDUCER m 1-8" GATE VALVE AND BOX z 1 TYP. WSC INSTALLATION 12'X70' TEMPORARY ' v IN STD. METER BOX CONSTRUCTION ._ 9 SEE DETAIL, SHEET GRAVEL ENTRANCE <0- 1 DRIVE - -- -- ----_ Qi 1- -- ff 30• PRESCRIPTIVE EASEMENT _ l,�_ _ - ______-io - - - - - - - - - - _ WSCB -�.0 az, OWN IP m _______________________UN JAMES RIVER RD �T W SR 726 (30' R/W)ll \ a _ .1 -_--__----`--------------- 18CED35 6TREE SREE f 97 12OFA GED� • • 7 'GAVEL v' aK35 i q5 • 12C ° .E-PN. 365- P 180P C q P35 MPp 6 is-'- P. dig W �. MPP3 - - UP- _ - + _ CURVE DATA _ F PC= STA. 42+03 _ EASEMENT SF 25' ACSA P 319 I N 3815990.28 SHOWN4 PR�IEW A CONSTRUCTION TEMPORARY E 11482307.17 _ PT= STA. 42+84 STA.=40+00 LEGAL ENTRANCE I N 3816001.57 N 3815942.69 E 11482387.36 +" E 11482109.94 10" D.I. WATER MAIN, R= 413' q5 TMP 130-38E SEE NOTE 1 CLARKE N. HOGAN AND MARSHA HOCAN D.B. 4693 P. 749 VARIABLE WIDTH PERMANENT OR 1154 P. 212-213 PLAT EASEMENT AND IJMIT OF NOTES: D.B. 440 P. 319 ACSA DISTURBANCE STA.=43+06 D.B. 365 P. 191 VA TELE AND TELE COMP LIMIT OF GRAVEL DRIVE 1" AIR RELEASE VALVE- D 9 1587 P. 489 APP. PWR. COMP. RESTORATION, SEE N 3816002.47 1. MAINTAIN MIN. 5 FT. SEPARATION FROM EXISTING WATER MAIN. DETAIL, SHEET 22. I E 11482409.33 2. CONTRACTOR REQUIRED TO KEEP EXISTING WATER MAINS IN SERVICE THROUGHOUT CONSTRCUTION UNLESS NOTED OTHERWISE OR DIRECTED. 3. CUT AND CAP EXISTING WATER MAIN ON EACH SIDE OF EXTENSIONS TO PRV VAULT. REMOVE ENOUGH EXISTING WATER MAIN TO CONNECT TOI EXISTING VALVES AT PRV VAULT IN LINE AND GRADE. 4. COORDINATE SHUTDOWN OF EXISTING AC WATER MAIN WITH THE ASCA. CUT AND CAP EXISTING WATER MAIN AND DISPOSE OF REMOVED AC WATER MAIN IN ACCORDANCE WITH PROJECT SPECIFICATIONS AND ACSA STANDARDS. INSTALL 10" X 12" INCREASER AFTER 10" GATE VALVE. EXTEND 12" DIP AND CONNECT TO EX. 12" DIP IN LINE AND GRADE WITH SOLID SLEEVE. JA ES RIV R ROAD TMP 130-378 I DIANA L. SVETICH D.B. 4160 P. 261 08. 1556 P. 83 PLAT I D.B. 3563 P 551 ACSA D.B. 633 P. 18 CNTRL. TELE. COMP. OF VA D 8. 290 P. 302 APP. PWR COMP. I VARIABLE WIDTH 8-INCH DI WATER LIMITS OF PAVEMENT PERMANENT MAIN. RESTORATION. SEE EASEMENT DETAIL, SHEET 22. AND LIMIT OF STA.=44+19 DISTURBANCE 8" 90' BEND N 3816052.36 E 11482473.06 LIF CTRIC EASEMENT ------ - - - - -- --- UP 816C4-69B. 280 SH- r - -------------- -- P. 3-- UP EO 2 25' ACSA EASEMENT D.B. 25' ACSA EASEMENT 8P 1338 P. 66 D.B. 440 P. 319 16CED35 SHOWN PER ACSA LEGAL REVIEW STA.=43+31 ABANDON EX. FIRE HYDRANT CURVE DATA L8" X 8" TEE AND VALVE. EX. FIRE HYDRANT PC= STA. 45+27 N 3816003.50 TO BE RETURNED TO ACSA. N 3816056.82 E 11482434.55 E 11482580.56 STA.=44+00 PT= STA. 45+47 STA.=43+23 8" X 6" TEE N 3816057.25 1-8" NORMALLY CLOSED N 3816033.19 E 114822601.07 -GATE VALVE AND BOX E 11482474.35 R= 500' N 3816003.14 6" GATE VALVE AND BOX E 11482425.90 FIRE HYDRANT STA.=43+14 1-8" GATE VALVE AND BOX _8" X 8" TEE N 3816002.80 STA.=43+73 E 11482417.61 TMP 130-380 8" 90' BEND CLARKE N. HOGAN AND MARSHA HOGAN N 3816006.21 0.8 4725 P. 555 E 11482476.17 D.B. 1154 P. 212-213 PLAT D.B. 316 P. 129 190 PLAT D.B. 321 P. 338 D.B. 716 P. 479, 782 PLAT D.8 719 P. 749 753 PLAT D.B. 440 P 319 ACSA D.B. 365 P. 181 VA TELE AND TELE COMP D.B 1210 P. 39 ACSA D.8 1338 P. 66 ACSA o � 2" IN TMP 130-36 014NA L. SUETICH D.B. 4160 P. 261 O.B. 1556 P. 83 PLAT D.B. 3563 P. 551 ACSA 0.6 633 P. 18 CNTRL TELE. COMP. OF VA D.B. 280 P. 302 APP. PWR. COMP. CURVE DATA PC= STA. 46+04 N 3816057.27 E 11482657.35 PT= STA. 46+51 N 3816055.04 E 11482704.80 R= 500' TELEPHO tVE ---------- 3EPSE1gENT • 10CED20 +-* 'c `UP VARIABLE WIDTH PERMANENT CURVE DATA J #z<s EASEMENT / AND LIMIT PC= STA. 47+11 N 3816049.39 DISTURBANCEE E 11482764.32 PT= STA. 48+93 N 3815999.95 E 11482938.48 R= 500' WARRE STREE T:1»:l1):ayt111914111011110 TMP 130-388 CHRISTOPHER WADE AND ✓UDITH WADE D.B. 4599 P. 68 D.B. 719 P. 753 PLAT 199 1338 P. 66 ACSA D.B. 1210 P. 39 ACSA D.D. 440 P. 319 ACSA D.B. 365 P. 181 VA TELE AND TELE COMP. F_-J VERTICAL SCALE 0 5' 10' SCALE: 1 " = 5' HORIZONTAL SCALE 0 20' 40' 80' SCALE: 1 " = 40' 425 420 415 iZX ? 410 zzlz 410 __ ZF 7 any E4 J w E4 405 � W Z a 10" DI WATER MAI � \�� a 400 400 E-4Q', I` j x x O " DI WATER MAI 0 o mCD 395 m z z x 395 x _ Q z W I 0 ow z W x> LLJ W \ 0 °'Iw- m m o W ¢¢� 390 390 -- ¢co w¢ w x z��Q \ --- - lY J e > m 0 + 0)LLJ w = d' p Cn > U Q W Z W �00 Z m W U) w Uj X > H m Q cD v w 385 385 w= Of O° r¢E x ao rn 00 > oo m oo M 3 --- - '- - II ao _ x II � (n II 00 II 00 II I I r 21 00 II x W II J II w O II N CI Op II II N 0O U W Z r` N M co _ 1 r7 cV - r) 00 cD 1"7 " - 00 O N O � CV = O O M Z O 380 + + + + + + + + w + + + + c) 380 38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 47+50 48+00 48+50 49+00 49+50 NO. DATE BY REVISIONS 90% SUBMITTAL NOT TO BE USED FOR CONSTRUCTION SCALE: HORIZ: 1"=�' VERT.: 1"=5' DATE: APRIL 2022 DESIGNED: E.E.B. DRAWN: E.E.B. ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 SHEET 7 of SCOTTSVILLE PHASE 4 - WATER MAIN REPLACEMENT Whitman, Requardt & Associates, LLP 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 CHECKED- C.E.L. PROJECT NO.- 46480-025 JAMES RIVER ROAD PLAN AND PROFILE - STA. 38+50 TO STA. 49+50 23 d' r r f 3. REFER TO SPECIFICATION SECTION 01106 FOR CONSTRUCTION SEQUENCE. 4. PROPERTY INFORMATION AND CALLOUTS SHOWN IN BOLD TEXT ARE TO BE PROVIDED WITH TEMPORARY WATER SERVICES AS REQUIRED FOR THE IN -PLACE WATER MAIN REPLACEMENT WORK. COORDINATE THE TEMPORARY AND PERMANENT WATER SERVICES FOR THE DESIGNATED PROPERTIES WITH THE ACSA INSPECTOR. ARREN STREET WARREN STREET O . 354 P. 514 PLAT OB. 321 P. 338 D.B. 440 P. 919 ACSA D.9 365 P. 181 VA TELE AND TEZE COMP. TMP 130A1-46 N 3115555.45 E 11483429.94 PT= STA. 56+00 N 3815524.80 E 11483456.86 R= 500' N 11483 01.5 / E 11483501.58 PT= STA. 57+15 N 3815434.16 E 11483527.70 / R= 500' WARREN STREET Al SEE NOTE 4. TMP 130A2-101A 350 SCOTTSVLZLE BAPTIST CHURCH 09, 316 P. 128 0,9, 316 P 130 PLAT D.B. 4883 R 528 APR PINR COMP. STA.=57+62 8'X8' TEE N 3815401.86 E 11483559.93 3-8" GATE VALVES AND BOXES 8' 22.5' BEND 8' 45' BEND STA.=57+41 8' 22.5' BEND N 3815413.04 E 11483541.91 STA.=57+57 8' 11.25' BEND N 3815403.93 E 11483555.13 CUT AND CAP EXISTING WATER MAIN. SEE NOTE 3, THIS SHEET 8'X8' TEE N 3815395.26 E 11483549.16 CUT AND CAP EXISTING, 8' D.I. WATER MAIN CONNECT TO EX. DI WATER MAIN WITH MJ SOLID SLEEVE VERTICAL SCALE SCALE: 1" = 5' WSCB STA.=57+72 IN BEND N 381815397.87 1 569.18 LC Sp- 11 P _ SF 6 S 46 . STA.=57+86 w - ` 8' BEND BEGIN IN -PLACE REPLACEMENT UP EC- / N 3815402.63 E 11483582.41 _ __R WAGE - , - - - _____- _ ---- �� i -�--- i � I y /LIMITS OF PAVEMENT I RESTORATION, SEEJ DETAIL, SHEET 22. STA.=57+76 8'X6' TEE N 3815399.36 E 11483572.97 6' GATE VALVE AND BOX 1-8' GATE VALVE AND BOX HORIZONTAL SCALE SCALE: 1 " = 40' ARREN OTRE INSET A HORIZONTAL SCALE 0 10' 20' 40' SCALE: 1 " = 20' JAJ J/O I ESTRAINED JOINTS \\ `\ APPROX EX GROUND mn znn zzn z-/n zcn `. zcn znn \ \ � znn co ` RESTRAINED JOINTS 8 DI WATER MAIN \ \ F, \ \ `� APPROX EX GROUND 2" M N. w315 W ` 385 ____365 ` - 365 - 345 - 345 - 315 an \ APPROX. EX GROUND\ Cn I \\� 12" MI I 380 ►� \ 380 36,0 ` APPROX. EX GROUND 60 � \ 340 Q� \ \300 - - - - - - co E \ \ \ E295 \ 375 - 355 \ ` - 355 - 335 \ - 335 - 995- z U \ \ z 370 8" DI WATER AIN \ 370 � \ ` � \ 30 ~290 E\`� - - 8" DI WATER MAIN \ `\ - -330 8" DI TER MAIN-`\ - -?.�� C) H \ \\ \ xz 2i W ~ \ \ o III a o mo w 365 365 - - 345 \ - 345 - 325 12" MIN -395_ -2R5 0 0 0 Q W - 285 Zp cn " C z z z m x m o ¢� - m Q pm �¢ ¢ XWxC W �p� >� ¢W I W w W N w m w w W m Z ¢ U Jm W > m Z 360 Z O Z m Zm (nZ Z UjO Z W z:W W W + LJ U Ww w �`� > Z p> N LLj J U ¢ W U _z -, U o� j+ L, CO U z � J z J +CM I\ ZLLJ W Z W C U Q U i 2" Y� V) CC Ln O7 ¢ m M> ICJ U) Of V) CD N � O 0c)= In LdOf Q N Z m 6� Z N 355 335 W W LL U 335 315 W �' W w 315 275 W N �' W m p� m 275 - C¢? m CO �p Xw wF--: �o� .� >N N >< =D >� W - II � _ 00 (n II r� X w IIv W O U m X W J w IIX c0 w x W J_I w oo II N _I 00 _ 00 �� Cr) 11 00 _ 00 _ = II � N L- W 00 U rl- I M Z 0:: a. Cn Z Z o N `r? Ci) cO c0 I I c0 I I f\ I I N w l l CP I N I o = co 11 c0 + +" + +pU �w + LCJ ++ -f- w+ + + +�i++ + �i+ w� U }. 49+50 50+00 50+50 51+00 51+50 51+50 52+00 52+50 53+00 53+50 54+00 54+00 54+50 55+00 55+50 56+00 56+50 56+50 57+00 57+50 58+00 58+50 NO. DATE BY REVISIONS Ham: ALBEMARLE COUNTY SERVICE AUTHORITY SHEET 90% SUBMITTAL 1"=40 NOT TO BE USED vEffr'` 1"=5, $ vvii FOR CONSTRUCTION DATE: APRIL 2022 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 DESIGNED: E.E.B. SCOTTSVILLE PHASE 4 - WATER MAIN REPLACEMENT of DRAWN: E.E.B. Whitman, Requardt & Associates, LLP CHECKED- C.EL JAMES RIVER ROAD 23 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 PROJECT NO.' 46480-025 PLAN AND PROFILE - STA. 49+50 TO STA. 58+50 TMP 130A2-110 ✓LAN YU FENG,- X/NG ✓/AN NANO; S40TR/N 51774 D.B. 4780 P. 535 D.B. 4764 P. 622 / D.B. 1219 P. 244 ACSA / D.B. 525 P. 205 DR4/NAGE D.B. 723 P. 707 PLAT D.B. 192 P. 1 PLAT TMP 130A2-14 D.B. J1 P. 160 PLAT \ / JACK CLARK PROPERTIES LLC D.B. 2920 P. 159 / DB 4440 P. 24 D.B. 4748 P. 167 J R. 1099 P. 476 PLAT D.B 418 P. 170 APP. PWR COMP. TMP 130A2-11414 / TMP 130A245 THACKER BROTHERS FUNERAL HOME, GENE A. REEKS AND GL,"?,^A K. TMP 130A2-12 INCORPORATED �" D.B. 1351 P. 267 REEKS 1� HORSESHOE BEND LLC D.B. 1351 P. 269 PLAT 09. 1927 P. 552 D.B. 4872 P 591 D.B. 813 P. 736 ACSA D. B 197 P 42 DESC. DR 1095 P 390 ACSA U9. 360 P. 295 DESC D9 273 P 533 DESC. TMP 130A2-114 TMP 13OA2-1059 OR 1609 P. 405 PLAT OB 264 P. 426 TAMCKER BROTHERS FUNERAL HOME, APP. PWR COMP. D.B 525 P. 205 DRAINAGE NO PLAT INCORPORATED OR DESCRIPTION *APPROXIMATE TMP 130A2-11 D.B. 1016 P. 351 BOUNDARY DOUGLAS 0. COLDER, ✓R AND KELLY A. COLDER D.B. 1016 P. 353 PLAT DB 31 P 160 PLAT D.B 1095 P 390 ACSA D.B. 4541 P. 350 GAS D.B. 192 P. 1 PLAT PROPERTIES, LLC D.B 1534 P. 691 D.B. 1017 P. 659 AC54 FOR PARCEL FOUND DB 273 /R 533 DESC D.B. 813 P. 734 ACSA D.B. 2920 P. 159 ALBEMARLE SHOWN* OR 4116 P 735 D.B. 418 P. 169 APP. PWR COMA D.B 1534 P. 693 PLAT D.B 264 P. 426 APP. PWR. COMP. D.R. 4716 P. \ 140-741 PLAT O.R. 1636 P. 18 APR PWR COMP. TMP 130A2-1064 SHOWN" D.B. 2920 P. 159 FOR PARCEL FOUND TMP 130,12-115 D.B. 192 P. 1 PLAT TMP 130A2-10 THACKFR BROTHERS FUNERAL HOME, D.B. 31 P. 160 PLAT STEPD.B . 21 48 P. 726 A. HUNTER INCORPORATED 1 D.B. 1219 P. 244 A04 *APPROXIMATE D.B. 2418 P. 729 PLAT D.B 1016 P. 351 BOUNDARY NO PLAT OR DESCRIPTION D.B. 2149 P 726 09. 1016 P 353 PLAT D.B. 525 P. 205 DRAINAGE ALBEMARLE D.B 2056 P. 274 ACSA D.B 4541 P. 350 GAS PROPERTIES, LLC D 9. 1636 P 21 APP. PWR COMP. 09. 1017 P. 659 ACSA D.B. 913 P 734 ACSA N TMP 130A2-9 O B. 419 P. 169 APP. PWR CORP, GENE A. REEKS AND WM' HH IMP 130A2-J06C GLFNNA K REEKS H zai 09. 2159 P 156 TMP IWAUDI 8 SHOWN* ALBEMARLE D.B 1514 P. 929 PLAT DAZ1VID A. MAUPIN AND D.B 2920 P 159 FOR PARCEL FOUND OB 1636 P. 24 APP. PWR COMP. L/SA ,5 MAUPIN D.B 1514 P. 307 1 AIT/ES, I/C D.B 1495 P. 257 z9.9. 192 P 1 PLAT 0.8. 843 P 524 08. 31 P. 160 PLAT *APPROXIMATE BOUNDARY 0 B 1514 P. 311 PLAT NO PLAT OR DESCRIPTION 99. 1495 P. 260 PLAT i 09. 525 P. 205 OB 192 P. 1 DRAINAGE 0 B 188 P. 202 DES_ IffaNWITLA TMP 13OA2-106 ALBEMARLERROPfReQPQg8a1 e 1 e` J21 LO D.B. 11 P. L126 0R Qpe' R19y6 0 D.B. 1919 P. 451 PLAT �g9 5��1QO�y TMP 13042-105 Q8. Q8'*QQ THARPE LA00 TRUST TTP, WSC INSTALLATION D.B. 5032 P. 530 IN STD. METER BOX D.B. 1919 P. 451 PLAT SEE DETAIL, SHEET 21. D.B. JJ62 P. 477 APP. PWR. COMP. D.B. 3362 P. 474 APP. PWR. COMP. o� TMP 130A2-1054 ; ✓AMES N. FITZGERALO, ✓R. AND SnW4 L TEMPORARY ABOVEGROUND o FITZOER4LD D.B. 4949 P. 598 WSCB D.B. 1919 P. 451 PLAT WATER MAIN, SEE NOTE 4. SEE NOTE 1, THIS SHEET TMP 130A2-10 SEE UPPEp SHE T EFT OF FOR INFO •zez +"P�� Ss a UP DO-5 2g, 19 3 4 W v n + I N m + co II = r E w > N 00 N + W W X Cn W 18" MIN. + m O\ � LO N5 18" E­4 PQ E _ X Z Z Z Z O O O U W W J Z Z O ZO CD W _ W W w > > > > U > > C W LW W W W W LZi INSET A, THIS SHEET. p 130A�R i i LEFT SE pF PHIS SHEET INFO o� FOR WER � 15 p 8r 8 DI WATER MAIN WATER MAIN, ale VERTICAL SCALE 0 5' 10' SCALE: 1 " = 5' SEE NOTE 5, � ARV IABLE WID THIS SHEEP. TEMPORARY EASEMENT, SEE NOTE 7, THIS SHEET. C STA.=61+51 8 45' BEND N 3815219.71 E 11483896.76 1-8• GATE VALVE AND BOX CONNECT TO EXISTING WSCB ,, \MAIN - \ SARA �j, HORIZONTAL SCALE VALVE, END IN -PLACE SEE NOTE 2, THIS 8' D.I. WATER 10� �! 8 0 2O' 4O' SO' REPLACEMENT D-5 �, ' SHEET 285, ' � EPLACEMFIT E�0021 D - WSCB �Sb�sr THIS SHEET NOTE 3, ��e��� ��� ,�Q9 SCALE: 1 " = 40' S - 285 5 MIN. 10 LF -20• STEEL WSCB y2�s air PP�o ��OPP��Q.1T1P��SP STA.=61+63 W - - I S�� 8 CASING (UNDER CONIC. 8• X 6�+TEE bs�� 64 ��P VO� Cs �fP 0�RP�POE N 388NX8v TEE15208 96 ------ CULVER77 = `�N 3815318.67 z 0 1 6� P h E 11483902.96 E 11483730.56 1�15 ��� Qg �h1T10 ti0 1-8• GATE VALVE -- 6• GATE VALVE AND BOX 13°�eFR���9 0� 0 5e AND BOX �G ✓V 1-----fir - HORIZONTAL SCALE WSCB eR° e. �5e�� a hti J�� p 10 20 40 J , ` \� FIRE HYDRANT E��ti9� Q 1°1 Q�A�� 0� STA =61+82 r ' oQ� j 30�� �� ty9 oe .�71 ti e • �6° e 6 8•X6* TEE P Q- ti E 15217.03 UPPER SNEE< o oge 3� a ae e��� P�sP EN118483919.58 �� SCALE: 1 " = 20' SE TNI FO °• 8. 9e• wsce .F OF R IN o• �ti� WSCB FO je. 6 GATE VALVE E � NT INSET A STA.=62+32 TE 2, O STA.=62+19 80X6• TEE HEET.coo j06A FT TMP UPPER SNEER / IMP 06G 5 Of I,VR INFO ro" 1 SEE NO 2, T- � �a1 � ea 13CA2 THIS SH F` `� .. �, 50 uP �e3� � � WSCB A S W.04 IP ', T-19 401- • 0 , �. 284.9 o / WSCB n ss-L / 283.1 �` .� BIF v EM0 Z90 OF DEBRIS \ Z ` WSCB 284.83 nvHdsv LA TMP 130A2-9 INSET B\1HIS SHEET. 10 UPPER LEI TMP 130A2-12 Typ 130A2" SEE THIS SHE UPPER MEET \ SEE UPPER EFT ` FOR INF6 SEEf THIS SHEET OF THIS SHEET I F FOR INFO ARREN TREET EX GROUND Of J U � U U o W � DU Z m O M OU + O ^� Q Z X c0 N 1 Uo II J + w w (D W Q W XI-- N W J LLJ _ 0o L 8" DI WATER MAIN Z O O O O O O P= 1— � 1— I- W W W W W U Z Z Z Z Z Z Z O O O O O U U L) U L) UU > > > > > W (/) Ln Ln Ln Ln V) 2r �i X m 00 00 00 00 Q II I II II II II II II II II r7 N N� � N � a)rn M 00 II 00 c0 d- ul) � d co I, r O X) � 00 CD (M O O r'M U-) M < cMD O � = co I" n DO rn Co rn Co L + + + + + + + + + + + + 58+50 59+00 59+50 60+00 60+50 1 r 5 Pall as -S SEE NOTE 1, uw#„5 THIS SHEET. I V' 31Z,9, 8 DI WATER MAIN TMP 13042-5 SEE UPPER LEFT OF THIS SHEET 130A2-B FOR INFO SE F DES $NEET LIMITS OF PAVEMENT FOR INFO RESTORATION SEE NOTE 2, THIS SHEET. PORARY ABOVEGROUND VARIABLE WIDTH WA MAIN, SEE NOTE 3. PERMANENT EASEMENT OORES HILL LIMITS OF IN-PIACE WATER / MAIN REPI.AI�EMENT / a li Z � LLJ � O Z + r Z Q Z Q U C Q Z Q U Q O Z 0 a' co MLJ LLJ 0� w Z LLJ CD U LLJ N N J Q U J m U Z > W >> J X CD r 00 j= m cr_ U w z O> W S EnW S O W > U C.0 = > > Z W Z = CD Z � � W n 00 Co �i O OmW O (o �iJ =��j m W W Z Z m zl-J `W ~ m WLL, Elf Z I O Cw U (/7 Of W W Ln_ - p Ln ��.-wX�- in _ p cv m 0-� w 0o X X oo 00 CD 00 00 X _ 00 LLJ X X 1 11_ rn 00 I1 11 � 0000 _ 11 � 11 00 � X a C.) Cn M11 II cn 11 O_ 00 r0 r'M c0 rr) � (Mw7 X N X n C-4 co CDN N X Ln >� I N rn ur) co O o0 p 30 ao CV r7 O r-) J r7 + + + + + + M + M -t + + + + + + 2n + W + Z + 61+00 61+50 62+00 62+50 63+00 Whitman, Requardt & Associates, LLP 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 `""'I 1-8•X6• TEE N 3815243.40 3815232.85 E 11483960.36 E"EN114483954.08 o F6' GATE IRE HYDV� AND BOX IMP 8 45' BEND o 2-1 GATE VALVES g + STA.=62+35 C14AND BOXES 8 45' BEND R WA E x I).�STAR REPLACEMEPNTE U O 6. 90' BEND WITH S S S OF WATER MAIN a r„ _• F" O 6' TAPPING SLEEVE 0- 1 N 3815246.20 IF UP r + AND VALVE FO FO —jl E 11483961.40 ASP ALT = NOTES: CONNECT TO EXISTING SEE NOTE 2, THIS WATER MAIN \ WI/ Al 0 SHEET GRAVEL H 1. PROVIDE TEMPORARY SUPPORT OF POWER POLE ' W /O-b Cn THROUGHOUT CONSTRUCTION AS REQUIRED. o h 2. ENTIRE EXISTING WIDTH OF WARREN STREET AND MOORES HILL TO RECEIVE PAVEMENT- _ h 3 . TMP 13042-38 �o�� RESTORATION. SEE DETAIL, SHEET 22. SEE UPPER LEFT ^�N� 3. INSTALL TEMPORARY, ABOVE GROUND WATER OFTH/SSHEEF�o MAIN FROM EXISTING FIRE HYDRANT, NORTH HORIZONTAL SCALE CUi AND CAP 30r4 ALONG MOORES HILL. PROVIDE TEMPORARY EXISTING 0 10 20 40 STA.=65+22 o ABOVE -GROUND WATER SERVICES TO ALL WATER MAIN. 80 X 60TEE y EXISTING CUSTOMERS PRIOR TO IN -PLACE SCALE: 1" = 20' N 3815516.98 WATER MAIN REPLACEMENT WORK. INSET B E 11483871.37 4, PROPERTY INFORMATION AND CALLOUTS SHOWN IN BOLD TEXT ARE TO BE PROVIDED WITH TEMPORARY WATER SERVICES 6" GATE VALVE AND BOX FIRE HYDRANT AS REQUIRED FOR THE IN -PLACE WATER MAIN REPLACEMENT WORK. COORDINATE THE TEMPORARY AND PERMANENT 1-8' GATE VALVE AND BOX WATER SERVICES FOR THE DESIGNATED PROPERTIES WITH THE ACSA INSPECTOR. EXISTING RESIDENCES TO RECEIVE TEMPORARY SERVICES INCLUDE PARCELS 720, 724, 732, 690 AND 705 ALONG VALLEY STREET, PARCELS 148, 160, 172, 161, 155, 1 1 1, 105, 106C ALONG WARREN STREET, AND PARCELS 105, 115, 175 ALONG MOORES HILL. MOORES H LL 5 EXSITING FY TIE-IN VALVEELEVATION CONFIRMAND REQU REQUIRED LOCATIONAT LIMITS OF IN -PLACE WATER MAIN REPLACEMENT VERTICAL OFFSET TO MAKE CONNECTION IN LINE 335— —_AND GRADE WITH VALVE. PROVIDE VERTICAL 335 / BENDS TO ACHIEVE ALIGNMENT AND CONNECTION //mow WITH EXISTING VALVE AND PROPER CLEARANCE WITH EXISTING ELECTRICAL LINE. ALL JOINTS ARE RESTRAINED. 6. CONTRACTOR TO CONFIRM LOCATIONS AND 330 / DEPTHS OF ALL EXISTING GAS AND WATER SERVICES TO CONFIRM REQUIRED CLEARANCES W WITH NEW WATER MAIN AND SERVICES AND ALL 325— / Z W REQUIRED FITTINGS FOR NEW WATER MAIN. 325 7. CONTRACTOR TO PROTECT EXISTING UTILITIES / AND FRONT STAIRS TO RESIDENCE AS NEEDED / I AND REPLACE EXISTING CONCRETE STAIRS AND n /I�C-ll00 CONCRETE SIDEWALK AS REQUIRED. ;,n / O W U W rn 1 260 I 1 280 I +I 63+50 63+50 90% SUBMITTAL NOT TO BE USED FOR CONSTRUCTION Z O d +I d 64+00 64+50 Q J Q O m Q CD N = -00 Of 2 N � + 2i 65+00 65+50 66+00 SCaLE: •=40' ALBEMARLE COUNTY SERVICE AUTHORITY HORIZ: 1 VERT.: 1 •=5' DATE: APRIL 2022 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 DESIGNED: E.E.B. SCOTTSVILLE PHASE 4 - WATER MAIN REPLACEMENT DRAWN: E.E.B. CHECKED- C.EL JAMES RIVER ROAD TO MOORES HILL PROJECT NO.' 46480-025 PLAN AND PROFILE - STA. 58+50 TO STA. 66+00 SHEET 9 OF 23 3 c TMP 130A1-44 IF/MON ✓AWES L NAPIER AND L19 A. NAPIER D. B. 2138 P. 445 D.B. 1516 P. 303 PLAT TALL IF D.B. 192 P. 1 D.B. 177 P. 1J5 *BOUNDARY UNKNOWN* TMP 130A1-43 STa=67+78 S. WALTER TOWNSEND, ✓R. 8" X 4" TEE AND LYNDA H. TOWNSEND N 3815770.13 08. 510 P. 538 E 11483871.95 D.B. 419 P. 461 06 418 P. 170 1 1-4" GATE VALVE 09. 177 P. 195 AND BOX *APPROXIMATE 9OUNDARr 4' X 4' TEE 1 SHOWN* \ CONNECT TO EXISTING SEE INSET A, 1 4' DI WATER MAIN 1 THIS SHEET. SEE NOTE 1, TYP. WSC INSTALLATION--1 O x THIS SHEET. IN STD. METER BOX 1 __ T s cM '- SEE DETAIL, SHEEP 21. WIVIft WSCB sra=s6+4s 11 - 8' 1-8' GATE VALVE INSET A sra=s6+5s m �\ 8'X8' TEE t'�' s F , WSCB AND BOX W M WW1. N 3815846.10 WSCB Pj,T 783 3 "` t4 N 3815838.22 M 72 12" CMP-INV E 11483869.23 Q E 11483869.73 ,� �+1+ - y W� 69+00 ss z s = STa=68+65 cc � . ,N e asa rru + 1/1 7- ; 93-72 STA.=68+40 8"8" TEE N 3815830.10 E 11483868.63 STA.=68+42 VAULT WORK POINT 1 (CORNER OF VAULT) N 3815830.54 E 11483888.12 PRESSURE REDUCING VALVE VAULT CENTER SEE DETAILS, SHEET 22. N 3815836.76 E 11483884.97 2-8' GATE VALVE AND BOX S W _7�4- STA.=67+78 ® END IN -PLACE REPLACEMENT 13DA2_4 N 3815770.137 ®� JAMESPL NAPIER AND 18 P 3p1 j E 11483872.00 LISA A. NAPIER D.B• O.S. pie P.77pPTE 35 PF DA 11 255 PP4461 VA TELE AND comp D D• 41418 P. 170�'�w� \ D' MOORES HILL - SEE O NOTE 3, THIS SHEET TEMPORARY ABOVEGROUND 8"X6 TEE WATER MAIN, SEE NOTE 4. N 3815854.44 E 11483870.30 TMP 130TOWN5 STUART WALTER TOWNSEND, ✓R. S 6' GATE VALVE AND BOX D.B. 1025 P. 622 FIRE HYDRANT D.B. 360 P. 295 DESC L / VARIABLE WIDTH PERMANENT / EASEMENT AND LIMIT OF / DISTURBANCE / D �. ......... �^ W D STa=68+69 8" 11.25' BEND �n N 3815858.75 m 1 E 11483870.59 I wz ' m \ STa=68+54 vD CUT AND CAP / VAULT WORK POINT 2 '40EXISTING (CORNER OF VAULT) I �m I WATER MAIN N 3815842.52 HORIZONTAL SCALE z 8' PERMANENT E 11483888.78 0 10' 20' 40' EASEMENT AND LIMIT OF DISTURBANCE SCALE: 1 " = 20' Its M00 ES HILL TMP 130AI-42 1//RGINIA TELEPHONE AND TELEGRAPH COMPANY D.B. 434 P. 461 D.E. 434 P. 465 PLAT " a ss-t .vaLL B 8D ) �O[V. WALK ti.. 349.42 1� .CSS + p 12" CMP-INV STA.=67+90 V 342.96 A 8' 45' BEND v 0 N 3815780.10 0 E 11483865.19 �0 D to STA.=67+8G cn 8' 45' BEND CUT AND CAP C° A N 3815772.64 EXISTING _0 M WATER MAIN E 11483872.05 C) co TMP 13042-1 0) M DENNIS P. KELLEY ° z AND SRENDA C. KELLEY D.B. 1678 P. 628 D.B. 952 P. 676 D.B. 1991 P. 197 PLAT D.B. 1678 P. 634 PLAT D.B. 314 P. 7 DESC D.B. 3563 P. 569 ACSA D.B. 1679 P. 636 RD. ANINT. D.B. 375 P. 439 VA TELE AND TELE D.B. 228 P. 21 HARDWAR i TREET APPROX. EXIGROUN / //12" / /18" MIN. / IMINI i \ WSCB WSCB WSCB �M B 3 X TMP 130A1-35 \ REYER, SRIG177E-EVA D.B. 1810 P. 127 STA.=72+67 D.B. 353 P. 454 PLAT 8' 45' BEND---/'//�M 06 1858 P. 113 APP. PWR. COMP. N 3816254.15 8 D.B. 1034 P. 12 WATERLINE E 11483852.14 D.B. 852 P. 545 WATERLINE M 8' D.I. WATER MAIN LIMITS OF PAVEMENT RESTORATION TO THE CENTERLINE OF HARDWARE STREET TMP 130A1-41 WARY ✓. ALLEN, elol W9. 151 P. 545 D.B. 256 P. 236 D.B. 204 P. 423 PLAT D.B. 187 P. 278 PLAT D.B. 228 P. 21 D.B. 205 P. 254 DESC D.B. 3544 P. 699 ACSA D.B 259 P. 578 APP. PWR. COMP. STA,=72+76� SSA WV W STa=72+86 \ 8" 45' BEND ? 0S M SEE NOTE 2, THIS SHEET. STA.=71+70 N 3816258.57 WIM N 3816268.37 \ 8' X 6' TEE E 11483860.04 \ J/ W WM (ABANDONDEDJ E 11483862.44 N 3816158.00 E 11483840.26 P F 6GATE VALVE AND BOX \ GRAVEL\ FIRE HYDRANT DRIVE APPROXIMATE HORIZONTAL SCALE WATERLINE EASEMENT / / 0 10' 20' 40' D.B. 1034 P. 12 SEE INSET 9, D.B. 852 P. 545 THE Ste, CUT AND CAP EXISTING UP 793-3(G WATER MAIN INSET SCALE: 1 " = 20' N NOTES: t / W M, 1. PROVIDE TEMPORARY SUPPORT OF POWER POLE THROUGHOUT CONSTRUCTION AS REQUIRED. WSCB / 72 WSCB M 3X ` 2. REMOVE EXISTING CAP/PLUG AND THRUST BLOCK AND CONNECT TO EXISTING df PVC UP/1T WATER MAIN WITH MJ SOLID SLEEVE IN LINE AND GRADE. SEE SPECIFICATION j93 M �?>^° SECTION 01106 FOR CONSTRUCTION SEQUENCE. 72., 55 2 6 o �y , M Wv 3. ENTIRE EXISTING WIDTH OF MOORES HILL TO RECEIVE PAVEMENT a '0 WM, W RESTORATION. SEE DETAIL, SHEET 22. + WM (ABANDONDED U � PF 4. INSTALL TEMPORARY, ABOVE GROUND WATER MAIN FROM EXISTING FIRE CURVE DATA HYDRANT, NORTH ALONG MOORES HILL. PROVIDE TEMPORARY ABOVE -GROUND PC= STA. 70+78 WATER SERVICES TO ALL EXISTING CUSTOMERS PRIOR TO IN -PLACE WATER N 3816110.32 MAIN REPLACEMENT WORK. r� E 11483842.75 z wZ Pi= STA. 72+21 5. PROPERTY INFORMATION AND CALLOUTS SHOWN IN BOLD TEXT ARE TO BE ~ N 3816252-45 11483851.7 PROVIDED WITH TEMPORARY WATER SERVICES AS REQUIRED FOR THE E 11483851.72 R= 413' IN -PLACE WATER MAIN REPLACEMENT WORK. COORDINATE THE TEMPORARY TMP 130A1-40 AND PERMANENT WATER SERVICES FOR THE DESIGNATED PROPERTIES WITH CLAUDIA PWT0 08. 4965 P. 52 THE ACSA INSPECTOR. HORIZONTAL SCALE VERTICAL SCALE 0..9. 1141 P. 218 PLAT 06 3544 P. 683 ACSA Q 20 40 80 0 5' 10' R9. 661 P. 130 SCALE: 1 " = 40' SCALE: 1 " = 5' HARDWARE STREET � I / - MIN. I - o 18" MIN. i M I ' O � --- --- -- _Q- --- -3n- ' --- --- --- --- - 370 co � � � � APPROX. E GROUND � u) o / 12" MIN 12" MIN3.5 co --- --- -- 335- --- -- ' 365 z --- --- -- O 330- --- -' ' o o z� o 18" MIN. o p z z o p Cn O 355 O m O O 'n U m Z m W - --- '� --- --- --- --- --- --- --- - Z Z Q Q Z w O I Z ZZ ¢¢ ZZ m Z m ¢ Zz Z ZZ O O O G W O O Q O ¢ W Om O OOm H V U U w J U ULLJ m U m � J U¢ U U U� W Z Z Z x m > Z Z O Z U > Y Z wLd Z Z Zw Z Z Z Z O IC-) Z Z» Z > > W U Z m Z Z ZU O 320 o O o m O o o z 320- r3,�p- � 0 0 0 0 0 0� c�350 --- --- - --- --- --- W cD zzw z z� z o cam w z_ W W W Z U W W W W W W W� Z_ W U U ¢ - O U U W W �i U J W� W U U F- W W U U U ¢ U 2 2 > m m (n 0_ m� m U U JI > >>W �LLJI�Yw>> cn wI>wI wI. W > ��>> j22 jj� I U\ LLJ p W W J (n \ W U m W W N N U \ Cr Z \ cF � <F O W W W W W p p It W W t W � + N Lw Z Z w V) LO ¢ +W U) Cn _ > -F (/7 + _ + (!) W = N (/) \ \ (/')Z Z N (/7Q + W ICJ W. m m c W W W° Ld co 07 N (V d+ H Lj O UjL�j M �H �� N 315- w ~ ± wm m w Cr �3 315 W ° � W WNN° �n Q W J �Q _ Ww X --345 - ¢ En In¢ ¢ CD x ¢ ¢ O M ¢ H �` W ¢ O x x 3 3 3 3aoaoX �X 3 aoX ao 3� x 3�� 33X _ X II II I z z x 11 z = II I II II w w 11 II X Il w II ¢ II U z z ll ii' I I\ ICI 1100 11 LJ N O0 of 00 00 L0 n GO L�J GO a0 (D Il) O N w DD Ih 11) W O II N II II II II II II II II II �!'t00 II II II III r II ^Z II I�w ^°IohI ^II II 340 W 00 O O O O C7) wI.C') 2 O N 00 O W N O W (Df� w0 " � Z O p � II > II > 00^ (D r i I+")Lr) w(D ,�.j J N DD 0.» - � � � _ JO _ (D <F L(7 > Co rD r J 0000 CT) O O O r� >- d7 W W O(D r, Co Cow J00 I + LLJ + + + + + + + + + w + + + + + + + z -� W + + W ++ w+ + + U + 2 + + w + W ++ + + ++ w-F W 310 66+00 66+50 67+00 67+50 68+00 68+50 69+00 69+50 70+00 70+50 70+50 71+00 71+50 72+00 72+50 73+50 NO. DATE BY REVISIONS 90% SUBMITTAL Ham: 1•=40 ALBEMARLE COUNTY SERVICE AUTHORITY SHEET NOT TO BE USED VERT'` 1"=5 10 FOR CONSTRUCTION DATE: APRIL 2022 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 DESIGNED: E.E.B. SCOTTSVILLE PHASE 4 - WATER MAIN REPLACEMENT of DRAWN: E.E.B. Whitman, Requardt & Associates, LLP CHECKED- C.EL MOORES HILL TO HARDWARE STREET 23 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 PROJECT NO.' 46480-025 PLAN AND PROFILE - STA. 66+00 TO STA. 72+86 VERTICAL SCALE 0 5' 10' SCALE: 1 " = 5' HORIZONTAL SCALE 0 20' 40' 80, SCALE: 1 " = 40' RESTRAINED JOINTS TMP 130A2-91 ✓AMES EAWNC MORRIS, ll/ AND CHRISTIA MARY MORRIS D.D 4997 P. 415 D.B. 41 P. 279 DESC TRI M 16ELM3 1 MP -I 4,11 4CHR30 . a- 15• CMP-INYZ&- --' 15" CIWP-IN Fi-LYLMHKLt, U/Kb/Nt D.D 1056 P. 124 8 P. 482-49J PLAT '---,9.91056 P. 129-130 PLAT 1078 P. 477 D.9. 1056 P. 124 BIRD STREET APPROX. EX GROUND ---------- - - - --------- € > 18" MIN. o c0 = X F 00 Z X � O p m r p 2 4JCD W m W p Q Z f7Sl���l1 REVISIONS 8" DI WATER MAI UP 816-7 W�^ CURVE DATA PC= STA 80+88 N 3814224.88 \ E 11483334.21 PT= STA. 82+08 N W14292.13 \ E 11483433.74 R= 425' yKNnW,nn�T ii JF IN MON �'bP �P 8 .UP 16-03 351 16p3-74 8" D.I. WATER MAIN LIMIT OF PAVEMENT RESTORATION, SEE DETAIL, SHEET 22. STA.=80+07 8"X6' TEE WITH N 3814170.73 E 11483274.48 6" GATE VALVE AND BOX FIRE HYDRANT 1-8' GATE VALVE AND BOX 1-8' END CAP I W pZ N J U j � Cl- U W O J 00 W W ~ X W m W I r + w + +50 82+00 82+50 83+00 83� TMP 130A2-94 DOUOZAS H. TAPSC07T AND M/ZORED M. IAPSCO77 D.B. 719 P. 114 D6 247 P. 165 DESC D.S. 201 P. 69 PLAT TMP 13042-95 d11014 PLTZER IYOODWARD D.B. 3539 P. 130 7.8. 725 P. 209 PLAT B. 247 P. 165 DESC. 99 201 P. 69 PLAT STA.=100+00 BEGIN IN -PLACE WATER 5S-20 MAIN REPLACEMENT. 318.61 • N 3814614.23 SEE NOTE 2, E 11483594.02 THIS SHEET IF _ • DI r- LINDSAY ST FH /�PF Ii t, _,,14MAG35 m I} TYP. WSC INSTALLATION IN STD. METER BOX SEE DETAIL, SHEET 21. TEMPORARY ABOVEGROUND WATER MAIN, SEE NOTE 2. TMP 13OA2-90 COUNTY OF ALBEMARLE, l9RG'lN/A D.B. 4255 P. 156 D.B. 725 P. 209 PLAT a TMP 130A2-96 ✓SFFRfY D. PLANK D.D. 1294 P 501 D.B 1294 P. 509 PLAT I cm TMP 130A2-69 ROBERT C MELLOW AND l CIAIR CHRISTEN MELLOW w D B. 1634 P. 247 co® D B 1596 P. 402 PLAT 09. 310 P. 369 DESC SCB ", MP-ID379 09 173 P. 137 DESC 2' CMP-INv D B. 1607 P. 529 UP DO13D + j 308.70 12• CMP-INV o !I 110 TMP 130A2-87 _aa r -SPHALT TMP 130A2-99 I STA.=91+37 SAINT JOHNS EPISCOPAL CHURCH Cy ii ° V ZUCINDA 6 WHEELER 8' 45' BEND DD 310 P. 369 n 09 4306 P. 45B 09.. 73 P. 96 ARAce N 3814472.17 0B 310 P. 369 DESC O.B 173 P 137 DESC E 11483807.29 192 CUT AND CAP DB. P. 1 EXISTING MAIN ;PARKIN(' SPHAL ! ' na _ $TA=91+23 STA=92+76 u:JI: • s D-15 �yy303.52 O c IN 4+Od . W UP 81603-76iv C TMP 130A2-764 SCOTTSIWLLE APARTMENTS L.P. D.B. 4093 P. 688 D.B. 1078 P. 492-483 PLAT D.B. 4093 P. 740 D.B. 1078 P. 477 JOINTS + a 00 M N N IZ II IL j W � J W W N J W Xfn O O m + w U W , 18" MIN. 04 N 06 C4 N I I v v O m O p p p Q Z W Z W Q N 2 2 m m W t Q p W p \ \ J W W m m - Q O DD DD U II II � 00 00 �% N _ 00 U W II L 0 Imo.') rn Z + + + + + 84+50 85+ STA.=101+96 8'X6" TEE N 3814436.74 E 11483676.75 CUT AND CAP EXISTING 6" GATE VALVE WATER MAIN AND BOX FIRE HYDRANT STA.=84+71 8' 45' BEND N 3814410.96 E 11483665.86 /2 STA.=84+63 - 8' 45' BEND N 3814403.96 E 11483663.41 `NI'--4 N I BEND TEMPORARY 8'X6" TEE WITH CI u^ N83815! ABOVEGROUND 6" GATE VALVE AND BOX CI E 11483793.99 BEGIN IN -PLACE WATERWATERN' SEE NOTE 2. FlRE HYDRANTo AWN REPLACEMENT N 3814534.08 i5'CMP9scEosc za5.o7 �.. s°E s 4 c®E 11483932.02-INV 124C�> S a As c_ g f PVC 92 0 BIRD ST 14oz.17 6 6UP 63078BOT __�-INSET MATCH LINE STA. 102+50 - SHEET 12 LIMITS OF RESTRAINED JOINTS N \ U 00 n u Whitman, Requardt & Associates, LLP 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 BIRD STREET . UP D01 C 2 a' 9-- WV ,UP DO-13-T NOTE 1. 12" 293.36 P-INV � 1cSW A �.OA SEE IP S N x STA.=93+14 80 D.I. WATER MAIN in 8" TAPPING SLEEVE z AND VALVE 4 N 3814551.17 LIMIT OF PA ENT E 11483966.45 TMP 13OA2-78 RESTORATION SEE TJ'LER A. LUX AND DETAIL, SH 22. L4UR,4 R LUX 09. 4696 P. 1 D.B 1721 P 431 PLAT D.9 219 P 591 DESC 06 1691 P. 657 APR POWER COMP. JOINTS RESTRAINED JOINTS I + 00 cDwo Wv,CD X W W U o o � W � N� w wU0 II + Cn w APPROX. EX GRO ND ¢ U 4- DI WATER MAIN /-8" \ \ :T_ U LJ cf) N 0, \ N M N. 12" z \ CD \ \ n \I X W X W LJ W n \ 11 \ \ N .0 0 \ + + w \ \ z� 18" a MIN. w Ii X O m p Z Z Z Z J O F= O F= O F= Q J Z W W W Q > Q U W M Z Z Z Z Z Z ¢ C.)z Z W Cn U U U m > > � aj LLJ CD (n \p W 2 Z W Z W Q+ N (n p W W W X m Ix 0' i.C) 0 N Z W N II H H M O �� 00 00 00 ;� _ 00 X W O10 11 11 I 64 II II I- 11 II W w 1 = 00 c� W 1 z 66 CS] Q Cf7 W 1 Z p d Z c V N~ M '-I- '-I- C.0 � 0 O O + + w + + + + + 2 + + + w + U 00 91+50 92+00 92+50 93+00 93+ 90% SUBMITTAL NOT TO BE USED FOR CONSTRUCTION W \Z I) N 00 7 X W 77 w O_ I U CD W W CDZ O __: Z o+ w O STA.=90+00= STA.=102+09 8'X8' TEE N 3814424.88 E 11483682.79 2-8" GATE VALVES AND BOXES STA.=102+14= STA.= 84+91 8'X8' TEE � N 3814420.09 E 11483684.78 I 2-8" GATE VALVES AND BOXES I 1 \ SEE NOTE 1, THIS SHEEP. HORIZONTAL SCALE 0 10' 20' 40' INSET A SCALE: 1 " = 20' NOTES: 1. PROVIDE TEMPORARY SUPPORT OF POWER POLE THROUGHOUT CONSTRUCTION AS REQUIRED. 2. INSTALL TEMPORARY, ABOVE GROUND WATER MAIN FROM EXISTING FIRE HYDRANT, SOUTH ALONG PAGE STREET. PROVIDE TEMPORARY ABOVE -GROUND WATER SERVICES TO ALL EXISTING CUSTOMERS PRIOR TO IN -PLACE WATER MAIN REPLACEMENT WORK. 3. CONTRACTOR REQUIRED TO KEEP EXISTING WATER MAINS IN SERVICE. EXCEPT WHERE IN -PLACE REPLACEMENT IS NOTED AND REQUIRED. 4. PROPERTY INFORMATION AND CALLOUTS SHOWN IN BOLD TEXT ARE TO BE PROVIDED WITH TEMPORARY WATER SERVICES AS REQUIRED FOR THE IN -PLACE WATER MAIN REPLACEMENT WORK. COORDINATE THE TEMPORARY AND PERMANENT WATER SERVICES FOR THE DESIGNATED PROPERTIES WITH THE ACSA INSPECTOR. PAGES BEET RESTRAINED JOINTS I -APPROX. IEX GROUND 3 \ \ `8"DIV \ \ \ MAIN w X O p m M W Z > J Q W > W J U j > � Q W W W nLn + N W > N cc, oo II aD X X 11 W G00 Z c0 07 o O + + + w 100+00 100+50 101+00 101+5U 102+00 102+1 SCALE: HORIZ: N/A ALBEMARLE COUNTY SERVICE AUTHORITY VERT.: N/A DATE: APRIL 2022 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 DESIGNED: E.E.B. SCOTTSVILLE PHASE 4 - WATER MAIN REPLACEMENT DRAWN: E.E.B. CHECKED' C.EL PLAN AND PROFILE - STA. 80+00 TO STA. 84+92 PROJECT 1 46480-025 STA. 90+00 TO STA. 93+14, STA. 100+00 TO 102+50 CQ E4 Cn SHEET 11 OF 23 MATCH LINE STA. 102+50 - SHEET 11 UP NO NUMBS v 24' RCP-1 292.86 li i + i o �I I N I TMP 130A2-79 THOMAS W UNSWORTH AND LAUREN F UNSWORT11 DB. 4193 P. 269 D.R 902 P. 207 PLAT D8. 1691 P 657 APR POWER COMP. TMP 13042-76A I i a W TMP 130A2-78 SCO7TSKLEAPARTMENTS L.P. i m It o TILER A. LUX AND D.B. 4093 P. 688 I '! zLAURA R. LUX TMP 130A2-80A D.B. 1078 P. 482-483 PLAT DB 4696 P. 1 EVE W 9ARNETT D.B. 409J P. 740 crr s o OB 1721 P. 491 PLAT zsaos D.B 2996 P. 589 D.B. 1078 P. 477 D. 9. 219 P. 591 OESC 0.9 17,90 P. 38 11 c L 0.R 1691 P. 657 APP. POWER COMP. D.R 399 P. 213 DESC 8" DI WATER MAIN 06 192 P. 1 PLAT (IN -PLACE REPLACEMENT — — — — BIF OF EX. AC WATER MAIN) + ;- a P Ir. EL TMP 130A2-77 0 — — tt LANDON 9. BIRCI(HEAO, /// TRUST IF \r 282.65 12CED35 & LAUREN 0.8/RCHHEAD TRUST I I ,� , OB 4814 P 515 1 � TMP 130A2-80 O8 9/9 IR 265 PLAT DI WATER ceozo 09 1691 P. 657 APP. POWER COMPTOWN OF SCOTTSVILLE[,80 MAIN sceozo Yw 0.9 2138 P. 262 < _ �ao�ures2PINE35 oisirxs u 08. 2138 P. 266 PLAT ED20 I ,.•. cE03o ePINE3sR� �� * !`, Ip DLL 399 P. 213 DESC STA.=105+39 8"X6' TEE WITH 6" GATE VALVE AND BOX FIRE HYDRANT 8" GATE VALVE AND BOX N 3814125.82 up E 11483820.73 STA.=105+48 8" 45' BEND N 3814117.90—�, E 11483824.60 END IN -PLACE REPLACEMENT STA.=105+58 8" 45' BEND_, N 3814108.40 E 11483821.47 TMP 13OA2-76 UP CnIG . * . " `° °' WEST MAIN ST W—� ase cc' --174- W W CSW UP�NO-HUAi�ER 130A2-74 cv PAMELA ATI(INS LAYMAN D.9. 3069 P. 248 (n OR 383 P. 411 PLAT "I } UP 793-23 OB 192 P. I v OR 389 P 414 PLAT I' 8- RCP-IW 3 55 2233 i 73.18 I �75.03 Ili I — MATCH LINE STA. 106+00 - SHEET 13 AGE ST EET \ \ \ iu ITS OF IN -PLACE REP CEMENT \ \ \ APPRO . EX GROUND ASPHALT _r,RZW' G UP 973-1 #225 1 13042-73 PAMELA ATKINS LAYMAN 0 6 3069 P 248 12' O.B 983 P 414 PLAT D-19' s7a'e�4 --— � VERTICAL SCALE 0 5' 10' SCALE: 1 " = 5' HORIZONTAL SCALE 0 20' 40' 80' II 3 CK WALL % ROCK WAu �BIF — W SCALE: 1 " = 40' - 1.09 r W 'UP 793 B1 45� Fz O NOTES: �UP 7,8y 81 6 T 1� + [-1 1. PROVIDE TEMPORARY SUPPORT OF POWER POLE THROUGHOUT 7 x '--4 W CONSTRUCTION AS REQUIRED. —5-3 6. �S— S � .� E-+ Cn CB UP 793-27UP 793 DO 6�EB E-4 2. INSTALL TEMPORARY, ABOVE GROUND WATER MAIN FROM EXISTING FIRE WM WSCB WM YY� En I HYDRANT, SOUTH ALONG PAGE STREET. PROVIDE TEMPORARY ri p I wp B ABOVE -GROUND WATER SERVICES TO ALL EXISTING CUSTOMERS PRIOR TO IN -PLACE WATER MAIN REPLACEMENT WORK. 1° 3 o f o!Z p o N mil; * Z °0zb r ° oi� I cnn ; 3. CONTRACTOR REQUIRED TO KEEP EXISTING WATER MAINS IN SERVICE 'Jw Cn� EXCEPT WHERE IN -PLACE REPLACEMENT IS NOTED AND REQUIRED. 2775. II tiao�"i��Zp� I D II ��Z��p �� m i 'T1ii ti����o�ti ml 4. PROPERTY INFORMATION AND CALLOUTS SHOWN IN BOLD TEXT ARE TO m�00BE PROVIDED WITH TEMPORARY WATER SERVICES AS REQUIRED FOR THE IN -PLACE WATER MAIN REPLACEMENT WORK. COORDINATE THE ~ o 0, M TEMPORARY AND PERMANENT WATER SERVICES FOR THE DESIGNATED m PROPERTIES WITH THE ACSA INSPECTOR. �m ICI WEST MAIN STREET JOINTS I I 9145 --- --- --- --- --- --- --- --- --- --- --- --- --- — \ \ \ APPROX. EX GROUND rn C/1 8" DI WATER MAIN Cn 2140 — — --- --- --- --- — + \cc O MO \\ O 97.9 C\l-� (0\ O 275 --- --- --- .� --- .� --- --- --- --- --- •--� --- --- --- --- --- --- - Cn 8" DI WATER MAIN O M fl Cn Cn 270 r0 X 270 --- --- --- W --- WCD --- --- --- --- --- W --- --- --- --- --- --- — I� w wz Io U Cn 96.9 o 265 --- --- --fir z o w m �-- --- --- --- --- �--- Q CD m U Fi O O Fi m O U w 00 Cof L W O w Q > Y~ LW Z Z Z w U Z p Z Z260 --- --- --- U O I Q COw --- --- --- --- --- U U --- --- --- --- --- --- --- — + U cD N - + = = U U Of _' Ld CDlz LU n w N (!) W= Z N Z N LCJ 1n Q m m N --- --- --- Q>< (D --- --- --- --- --- Q Q --- --- --- --- --- --- --- — w1>I 3:, x w - w w u'� J 11Of 010 Z < w z w O O J N U-i Co co DO 00 FL 950 -F LLLJ + + = + + + + LLLJ + 102+50 103+00 103+50 104+00 104+50 105+00 105+50 106+00 113+00 113+50 114+00 NO. I DATE BY REVISIONS 90% SUBMITTAL NOT TO BE USED FOR CONSTRUCTION vvii Whitman, Requardt & Associates, LLP 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 Ham: N/A VERT'` N/A DATE: APRIL 2022 DESIGNED: E.E.B. ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 SHEET 12 of 23 SCOTTSVILLE PHASE 4 - WATER MAIN REPLACEMENT PLAN AND PROFILE - STA. 102+50 TO STA. 106+00, STA. 113+00 T0114+00 DRAWN: E.E.B. CHECKED- C.EL PROJECT NO.' 46480-025 MATCH LINE STA. 106+00 - SHEET 12 FFE �. II �a nn�ti Z y EB m 1 x -n,- -�6�x27 2 TMP 130A2-76 I "' t27 CO =108+63 COUNTY OF �' �` I' FFE i 1 8" 2 .03 N 46 BEND 3814022.42 ti A 9 AZBEMARZF, V1RG1NIA D.B. 726 P. 175 I rn ENCEK 0 > E 11484020.69 x II v D 09 1078 R 482-483 PLAT 8" DI WATER I 1 ii-ri STA=106+98 AK45 a 8"39 TEE N 3813983.07 REMOVE EXISTING VALVE 0.B 188 P. 169 PLAT MAIN 09.. 1078 P. 477 e' TYP. WSC INSTALLATION D.B. 957 P. 318 IN STD. METER BOX 1 i z.o SEE NOTE 1, THIS SHEEP 8" DI WATER IP � ii _ ti o a �' E� E 4 _ E 11483884.85 6 GATE VALVE AND BOX STA=107+07 0.B 739 P. 150 X UP 793-243 SEE DETaL, SHEET 21. MAIN n u e � Cn w FIRE HYDRANT T • 1-8 GATE VALVE AND BOX N 3813974.77 TEMPORARY ABOVEGROUND WATER MAIN ,BOAK4:_ V" _ z _ STA.=107+04 8"X6" TEE 3 E 11483889.06 WIA / v I - WSCB W (y('I -W W 15" CMP-INV D-2 z7zso W � N 1483887.12 E 11483887.12 '. CONNECT TO EXISTING I REMOVE EXISTING WATER MAIN AND Uv I �.UP 793- 7 3-6004 ry 6003 j �J OO k 110+00 i�cL ,�� FLEET ST 111+00 W x ms O WATER MAIN IN LINE / WIA 0 VALVE F SF J�'� SF - c lu� - ®® M UP 65T 793-224 E'+ �.♦,.1 .--1 AND GRADE W CONC. 1 ® � CB WV W (ALT 1n INSET A, THIS SHEET WSCB � WM I I GAZEBO I ASPHALT a AP1 MA 18112 'a a WS P 7 \ 3-6004 kT xx 14MAP'%' �'� \ '>• 240AK50 / ' NG SF A 270804022\G 26 K55 240AK50 r 271 92 i CD STA.=107+11 $ A6• TEE U 793-6007 30 PERMANENT EASEMENT AND GRASS SPORTS FIELDS STA.=109+09 B" 45 BEND 8MAP18 • 8MAP18' �, RESTROOM _ A x a N 3813971.17 N 3814034.84 LIMIT OF TM; 130A2-71 SEE NOTE 1, I E 11483890.79 CONNECT TO EXISTING WATER MAIN DISTURBANCE TMP 13OA2-75A TOWN OF SCOTTSVIZZE E 11484053.24 STA.=108+92 TOWN OF SCOTTSVIZZE oe 751 P. 91 1. PROVIDE TEMPORARY SUPPORT OF POWER POLE THROUGHOUT IN LINE AND GRADE I as 282 P 455 I THIS SHEET CUT AND INSTALL RESTRAINED CAP ON EXISTING MAIN I I SS-24I}- as 192 P 1 PLAr 8" 45 AID N 3814018.60 I oe 751 P. 92 PLAT OB 422 P. 269 HWP.B IV P. 8-1 CONSTRUCTION AS REQUIRED. 269.12 STA=108+84 OORRIFR E 11484047.26 I STA.=110+52 0 2. CONTRACTOR REQUIRED TO KEEP EXISTING WATER MAINS IN SERVICE STA.=1o7+24= INSET A 8 45' BEND N 3814015.13 PARK I 1-8 GATE VALVE AND N 3814096.27 3814016.27 BOX VERTICAL SCALE EXCEPT WHERE IN -PLACE REPLACEMENT IS NOTED AND REQUIRED. 0 10' STA.=110+00 E 11484039.60 E 2.40 5' 8" 90' BEND N 3813959.62 I SCALE: 1 " = 5' E 11483896.90 HORIZONTAL SCALE 0 10' 20' 40' HORIZONTAL SCALE 0 20' 40' 80' SCALE: 1 " = 20' SCALE: 1" = 40' 285 I P ET FLE ff GE STR T STRE i I --- --- --- --- --- --- RESTRAINED JOII ITS RESTRAINED JOINTS --- --- --- --- --- --- --- - I --- --- --- --- --- --- --- --- --- --- --- --- --- - --- --- --- --- --- W�� APPROX. --- E 4 --- --- --- --- --- --- - w z �o ^� EX GROUND W - - - - - - - - - - - _ _---------- Cn _� -- --- -- - 8 DI WATER MAIN - --- --- --- --- --- --- - O 18" is O O IN. PF►� CC .--t 265 96.5 --- --- --- - Qi Cn Q Y 960 z LLJ m CD 255 CD 255 CD Q IM Z Q Q CD CD W J j Z Q W Z Q Zp U U ;� >� U W z \ o Z W W Q CD z �QQ QQ C.��' Z C) >>CC > U W 0 ¢ U \ Z� '4 00S Z W U W Q co (n W- N (] Z Z lf� � m Q Z W Cn (] 0 (] d N J Q W Cn W 1- COW N W - x_ i- x Z W W m 0]U > C() �p Ln Z Z W W Z W Z W U W U W M 'Cl-N C/7 � m m m m w --- --- --- --- X O c O X245 U Cn W uj coW e � � in In Ln w C¢.O --- --- --- --- --- --- --- - - 00 X > LLJ1 o0 U ¢0000x> 3- 11 11 1 Z IIx C-I L,J 00 11 II O 30 00 00 00 xo LLJ 00 I CO II w w- W w Z II II Woo Z II II L0 Ln - UQ II L0 II II II II II M II N 00 Cncn H- II � Z U - Z C)CV � CV M\ M � 1 r'7 � __ N CD LO Ln n 1 ') r•'T CO 00 cV Cn (7) C) i.-� U7 c'V U-) 06 r__ + + w+C)+ -i-U + + + ++ L'I ++ + + + + + + + w + + 940 106+00 106+50 107+00 107+50 108+00 108+50 109+00 109+50 110+00 110+50 111+00 111+50 NO. DATE BY REVISIONS vvii 90% SUBMITTAL NOT TO BE USED FOR CONSTRUCTION Ham: N/A VERT'` N/A DATE: APRIL 2022 DESIGNED: E.E.B. ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 SHEET 13 of SCOTTSVILLE PHASE 4 - WATER MAIN REPLACEMENT DRAWN: E.E.B. Whitman, Requardt & Associates, LLP 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 CHECKED- C.EL PROJECT NO.' 46480-025 PLAN AND PROFILE - STA. 106+00 TO STA. 111+50 23 STA.=115+35 8" X 8" TEE N 3814404.77 E 11484317.99 STA.=115+44 8" 45' BEND 8" 45' BEND CONNECT TO EXISTING N 3814396.52 STA.=115+14 WATER MAIN E 11484321.50 8" X 8' TEE WITH 8" TAPPING SLEEVE N 3814424.01 AND VALV ' STA.=115+51 LIMIT OF PAVEMENT RESTORATION- E 11484309.73 ff -� 8" 45' BEND 2-8 " GATE VALVES N 3814389.42 CENTERLINE OF VALLEY STREET AND BOXES �FO 11484318.6 E 11484318.63 STA.=116+44 STA.=116+63 �- FO FO - 8" 90' BEND 8 22.5' BEND STA.=116+75 8" 45' BEND o 0 z N 3814304.20 / N 3814296.59 1" AIR RELEASE VALVE 8" 45' BEND z i E SEE INSET A, THIS SHEET. �N E 11484354.88 E 11484337.29 STA.=116+69 N 3814286.54 CONNECT TO v o-2a ; �N ii3io i 8" SEE NOTE 1, 45' BEND E 11484333.12 EXISTING i os N 3814292.34 '� W ro - THIS SHEEP. E 11484333.02 STA.=116+94 WATER MAIN ;- LIMIT OF PAVEMENT VALLEY 1 - 8" 22.5' BEND RESTORATION, SEE STATE RoulE 20 o E_ tz E N 3814267.34 W DETAIL, SHEET 22. a. o o 9 6 yyHH 278•.52 !' E 11484333.42 ��i _ WV S -29 $7 � i s+ TYP. WSC INSTALLATION SEE NOTE 2, 4. J S 12• PVC S Wv 2 D-z9 \ �zsa. �:c ALLEY T 19,Br,.IN STD. METER BOX THIS SHEEP. 3 P z .9s SEE DETAIL, SHEEP 21. I t. BM Ip MON•J N NM.e SEE NOTE 4, Z ' THIS SHEET. 25 6TREE2 STA. 117+62= STA. 112+70 \ 0 75 T Nc STA.=114+34 I 8' 45' BEND IP _ a #280 TMP 130A2-72C 1 r "� };UP 793-6005 8 90' BEND N 3814205.02 "'' �'-o CUT AND CAP IXIYRN MAIN. It 1+ Z_ N 3814390.95 #30o Ip ai ✓AMCO PROPERTIES, LLC w n STA. 111+91 aoe3aE 11484361.69 Q E 11484237.39 WSCB De. 4233 P. 154 112+70 _ _ 8" 45' BEND HORIZONTAL SCALE STA=114+18 N ' = D.B 710 P. 548 PLAT 0 o Ln N 3$14171.25 8 DI WATER 0 10 20 40 8" 45' BEND 3 D_ B 422 P. 456 H..W.P.9.. 1V P. 15 6 ^ m E 1 484290.51 - MAIN INSET A N 3814375.95 CB D.B. 334 P. 569 DESC O.B. 332 P. 342 DESC. m * = o $ o o " 8 DI WATER MAIN SCALE: 1 " = 20' E 11484231.82 O.B. 1009 P. 86 _ - Ss- 27 . 1 z" Pvc 20' ACSA SEWER SEMNT - STA=111+61 MATCH LINE z PvcSD.B. 1008 P. 86 _ N t B• 45 BEND 3814142.92 00 _ STA 114+00 - - - ASPHALT PARKING m "' �N ^ QL: E 11484280.45 NOTES: - VARIABLE NIDTH ENT SHEET 12 EASEMENT AND LI SE 5, o a lob #12S h� 1. PROVIDE TEMPORARY SUPPORT OF POWER POLE THROUGHOUT OF DISH WJCE TH S m SHEDI � m CONSTRUCTION AS REQUIRED. - IF O N FARMERS MARKET IMP 130A2-72 ii j EM ^� 2. REMOVE PORTION OF EXISTING CAST IRON WATER MAIN AND CONNECT ROBERT D. POLLARD AND i' ^ ^ ^ TO EXISTING 8" GATE VALVE. SHARON B. POLLARD > m VERTICAL SCALE OB 1014 P. 66 D.B. 710 P. 557 PLAT ASR PAR ING ING MATCH LINE STA. � ary 0 5 10 3. CONTRACTOR REQUIRED TO KEEP EXISTING WATER MAINS IN SERVICE. D.B 422DB. ' -16 111 +50- SHEET 13 334 P. 569 DESC. D.B. 332 P. 342 DESC m SCALE: 1" = 5' 4. REPLACE ENTIRE WIDTH OF CONCRETE ENTRANCE APRON TO MATCH LIMITS OF EXISTING CURB AND GUTTER, SIDEWALK AND ASPHALT HORIZONTAL SCALE PARKING LOT. 0 20' 40' 80' 5. RESTORE PARKING LOT PAVEMENT MARKINGS AND HANDICAPPED PARKING DESIGNATIONS AS REQUIRED. SCALE: 1" = 40' W REET :sTl VALLEYS RESTRAINED JOINTS FL ET STR ET U W "'NQCN (� Z_ CD\ + \.. \ II --4 z+ o CD CD o+ CDCL II CDjQ C-pRES II w ZN 1„N QW N �. RAINED JOINTS w 11 j X w z 11 11 ` W I I in N +cr)w�� w w DO m> aLLJ J w� j LLJ O7 O� x + n m `' 11 ' 1 zUJ APPROX. EX GROUND Z + o + ` L � w + .-+ -�_---- - ----- ----- _ --' 8„ DI WATERMAIN W s" MIN. W r w - - - - - - -- -- --- 1 "MIN. 18" MIN. 270 C 18" 2" MIN. + MIN:41 + . 8" DI WATER E MAIN In rn U --- --- --- --- --- - I0 wm W z x w N o= ~� Z z x c, CD o co Q m c,255 --- --- --- --- -- m x> W o Q o >>1 00 m o 1 w m H w Z J X W CO OR 1- w m+ O - W m Q Z O 250 Z W Z Z N250 --- --- --- --- --- C=jU J U m � I O 2 v J 2 > U + --- --- --- --- --- --- --- --- - M W U LC-0' m \= W� U � N H v7 W > �i 0 H\ 2 2 = ^ W U � 2 w> LJ (/� 2 v L LJ + O W J Q+ W Z = W Z W \ W N m W m m U W NO N W N W (n Cl- U x O N 00 W W LZLJ cV W W N (/7 ~+ LW ~ W c-0 W 245 m U m to %r) -- Q W� - m m M \ m Of �' � co M U W _ N m 245 --- --- --- --- --- Q in LC) Qs N e OLD _� a �0 to O O N N in a' � CV Q N Q LLJ--- Z f` --- --- l.fi �' c0 p N --- --- --- --- --- - a0 II II a0 II X > J 00 II II 00 II X x 00 II Ux X w > 00 J II II Z p Cp G`1 x W z o X j 00 °O Lf7 GO Uf) W w 00 �") L.L) Li) I'M «') LLJ L'i wM u') m 00 00 00 GO 00 �"� U II 00 11 p LiJ Z - O M II DD I I 00 N N II M CO 00 M 11 M 11 6) M z II CD N _ 11 C'A j M II � II rn II d' II c0 11 co II 11 I- M LO II CO II cp 00 z m II II 7 + + + + + W + + + + + + + U + + I L�J + + + + + + + + + + W + + Q + W + 114+00 114+50 115+00 115+50 116+00 116+50 117+00 117+50 118+00 111+50 112+00 112+50 113+00 NO. DATE BY REVISIONS vvii 90% SUBMITTAL NOT TO BE USED FOR CONSTRUCTION Ham: �A VERT.: N/A DATE: APRIL 2022 DESIGNED: E.E.B. DRAWN: E.E.B. ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 SHEET 14 of SCOTTSVILLE PHASE 4 - WATER MAIN REPLACEMENT Whitman, Requardt & Associates, LLP 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 CHECKED- C.E.L. PROJECT N0.• 46480-025 PLAN AND PROFILE - STA. 114+00 TO STA. 117+62, STA. 111 +50 TO STA. 112+70 23 WARD LMNG TRUST D.B. 1899 P. 728 PLAT TMP 130-158 D.B. 3902 P. 693 F LIMIT OF PAVEMENT RESTORATION AND DISTURBANCE. SEE DETAIL, SHEET 22. SEE NOTE 2, THIS SHEET / CONNECT TO EXISTING WATER MAIN. SEE NOTE 2, THIS SHEET. UP TRANS 816 6501 4 T-209016 391.64 0 AL& WRLE COUNTY SL71'14CE AUTHORITY TMP /36-278 D.B. 440 P. 315 \ D.B. 440 P. 317 PLAT D.B. 222 P. 99 AEP CM NK E E D.B. 277 P. 175 VT&T SSMH' D.8. 286 P. 273 AEP 370.20 0.8. 363 P. 63 VT&T \' A MARLE COUNTY SER4ICE AUTHORITY TMP 136 D.B. 193 P. 265 OfNT. I/A. PWR. 0.8. 440 P. 305 REMOVE AND REPLACE D.B. 440 P. 311 PLAT EXISTING FIRE HYDRANT D.B. 272 P. 563 AEP AND VALVE, CONNECT D.B. 276 P. 60 AEP TO NEW WATER MAIN. D.B. 440 P. 305 AC / / A z� �? C. / F EXISTING RWSA EASEMENT= LIMIT OF DISTURBANCE. SEE NOTE 4, THIS SHEET TMP 136-288 HARRY TRUMAN CALL & ELIZABETH ANN CALL D.19 5217 P. 174 D.B. 4986 P. 685 PLAT D.B. 468 P. 366 PLAT D.B. 334 P. 280 PLAT OD J27 P 280 PLAT CURVE DATA D.B. 322 P. 91 PLAT EXISTING RWSA EASEMENT= PC= STA. 142+00 LIMIT OF DISTURBANCE. N 3811645.16 SEE NOTE 4, THIS SHEET VERTICAL SCALE E 11478097.44 0 5' 10' PT= STA. 144+66 N 3811433.65 STA.=146+94 E 11478251.14 10•X60 TEE SCALE: 1 " = 5' R= 413' N 3811301.81 AT-209105 397.14 E11478437.31 VALVE AND HORIZONTAL SCALE TYP. WSC INSTALLATION IN STD. 6"GATE BOX e0 20' 40' 80' METER BOX SEE DETAIL, SHEET 21. FIRE HYDRANT *--A 0 k. 10 D.I. WATER MAIN 394.26 i a A394.26 1-10' GATE VALVE �399., H w " 40' SCALE: 1 = NE Po W W 10PI 1 $ J ns aoEWrn D y° l FI+T'^^ _ 1 P1 15(3xnn^^ 4OAK3 40AK2014MA 14PINE2 V �/ \ TOWN 1 10PINE16 a 2PINE13 F. 0 OAK2 •• • • N • _ 140AK35 NOTES: '--HOTBOX ` {Y 1 '- _ _•_ _ • 4 • 1 Al X 15 K30 BPINEIS 60 12'X70' TEMPORARY „-`.- -} _ 720A 1 - 12PINE12 15 AK4 12 CONSTRUCTION - - 4 A� v'PI 20AKI Q3 _ 4 AK 4 AK35, ._ - - 1. MAINTAIN MIN. 5 FT. SEPARATION FROM EXISTING WATER J _ ENTRANCE - - - �� �145 R ` - - CI _. _•_ Pi r �' �, MAIN. r3— .... •� STA=141+68 — SF S- - _ _ °� _ _ - - d 2. LOCATE EXISTING WATER MAIN CONNECTION AT THE 10 90' BEND, 1-10" GATE VALVE 25' ACSA EASEMENT �/ P u EXISTING WTP BUILDING WALL. COORDINATE SHUTDOWN OF • 13PINE20 c N 3811676.02 [). B• 440 P. 305 • • 16MAPLE30 OAK25 150 12MAPLE25 C � E 11478088.06 SF SHOWN PER ACSA 20 AK40 EXISTING FINISHED WATER MAIN WITH RWSA. CONFIRM LEGAL REVIEW / 2MAPLE25 3PINE22 I I FLANGED CONNECTION AT FIRST EXTERIOR JOINT AT WTP —10 90' BEND STA.=143+11 SF CURVE DATA IMP 136 27C2 lA/P 136 27C4 PC= STA. 146+51 BUILDING WALL. CUT AND CAP EXISTING AC WATER MAIN. N 3811645.90 1" AIR RELEASE VALVE P 265 CENT ✓.0. CAIIETT & NANCY T. N 3811326.08 I `,� REFER TO SPECIFICATION SECTION 01106 FOR E 11477951.24 JAMES DA190 CATLETI ✓P lA/aA136 27C3 C4 ,� CONSTRUCTION SEQUENCE. MONAE C. DUNCAN N 3811545.37 D.B. P. T. VA. WR JAMES DND CATLETf ARE 11 STA. 1 8 E 11478144.45 D.B. 193 P. 265 CENT. I/A P{YrR PT= STA 4+97 7MP 136-36 O.B. 3563 P. 232 D.B. 193 P. 265 CENT. !/A. PWR N 3811209.36 Li D.B. 1527 P. 137 W.B. 81 P. 104 0.8. 533 P. 579 PLAT D.B. 3563 P. 232 D.B. 999 P. 239 E 3811209.36 �' 3. CONTRACTOR REQUIRED TO KEEP EXISTING WATER MAINS D.B. 193 P. 265 CENT. VA. PWR. / D.B. 272 P. 563 AL7' D.B. 533 P. 579 PLAT D.B. 27 P. 579 PLAT R= 1000' IN SERVICE THROUGHOUT CONSTRUCTION UNLESS NOTED D.B. 785 P. 419 D.B. 276 P. 60 AEP D.B. 272 P. 563 AEP D.B. 272 P. 563 AEP D.B. 533 P. 579 PLAT VARIABLE WIDTH PERMANENT D.B. 440 P. 305 ACS4 D.B. 276 P. 60 AEP D.B. 276 P. 60 ALP OTHERWISE OR DIRECTED. D.B. 272 P. 563 AEP EASEMENT AND LIMIT OF / 0.8. 553 P. 576 D.B. 440 P. 305 A6S4 D.B. 440 P. 305 ACSA D.B. 276 P. 60 AEP DISTURBANCE D.B. 658 P. 112 CENT. VA PWR D.B. 553 P. 576 D.B. 553 P. 576 D.B. 440 P. 305 AC,S4 D.B. 603 P. 424 IR AI40f 0.8. 658 P. 112 CENT. I/A PWR. I D.B. 658 P. 112 CENT. 1/A PW . 4. EXISTING TREES WITHIN EXISTING ACSA EASEMENT AND D.B. 603 P. 424 DRAINAGE D.8. 593 P. 17 D.B. 603 P. 424 DRAINAGE D.B. 603 P. 424 DRAINAGE LIMITS OF DISTURBANCE TO BE CLEARED AND GRUBBED. D.B. 553 P. 576 0.8. 660 P. 572 AEP / DB 593 P. 17 D.B. 660 P. 572 AEP 0.8. 593 P. 17 COORDINATE LIMITS OF TREE REMOVAL WITH ACSA D.B. 651 P. 105 AEP D.B. 678 P. 746 R/W D.B. 578 P. 746 R/W I D.B. 660 P. 572 AEP I INSPECTOR. D.8. 678 P. 746 R/W 1� - - I 11 [ / " / 18" MIN. MIN. JAMES RIVER R AD EX GROUN r1 12 MIN. 10" DI WATER z a ja Q W W ' H O_ Q C CD0 co 375 --- --- --- --- (n m Ln Q U p m X O O O N F 2 0 m r- 7 CD Q ♦- U W Q F Z LJ > O > W m X W Q N Z L O W Z O - O m 370 --- --- --- --- N O_ O LLJtr ~ W m W m z W j W U w Z_\\ U Q --- --- --- — ON t�E m M c z� rQQn J M W r'J JCz LL'j (n CL Q C c0 00 \ of rn O C J N U 00 � 00 r Q O xx W J¢\ O 01 U r7 d N� � U LLJ � W J= H J W H 36.9 --- --- --- — O O Ll Q L J w w U O U LLJZ W LLJ D >O N iI X w J LEJ N J W W J w _ X W X ``I J w O _ O O Z o II Z J r` ^ 00 00 ii O O LO r` lC) II II II a'. N II N IIJ O� II U O 360 O + O U m + W EC N + CO + 00 + w 00 + O + (~!7 c W + N w + r- + r) + t) r7 w + � w M_ + - m 360 140+00 140+50 141+00 141+50 142+00 142+50 143+00 143+50 144+00 144+50 145+00 145+50 146+00 146+50 147+00 147+50 148+00 148+50 NO. DATE BY REVISIONS Rfi 90% SUBMITTAL NOT TO BE USED FOR CONSTRUCTION Ham: �A VERT.: N/A DATE: APRIL 2022 DESIGNED: E.E.B. DRAWN: E.E.B. ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 SHEET 15 OF 1 SCOTTSVILLE PHASE 4 - WATER MAIN REPLACEMENT Whitman, Requardt & Associates, LLP 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 CHECKED- C.E.L. PROJECT NO.- 46480-025 JAMES RIVER ROAD PLAN AND PROFILE STA. 140+00 TO STA. 148+50 23 PINE3 AK35 � W�\ _ • 4 AK PINE3 STA.=148+52 F30 1' AIR RELEASE VALVE N 3811226.57 E 11478575.78 TMP 1J6-270 ✓.D. CAPLET! & NANCY T. CAPLET! D.B. 199 P. 265 CENT. YA. PWR. D.B. 999 P. 09 D.B. 5JJ P. 579 PLAT D.B. 272 P. 56J AEP D.B. 275 P. 60 AEP D.B. 440 P. J05 AL;SA D.B. 55J P. 576 D.8. 658 P. 112 CENT. YA. PWR. D.B. 60J P. 424 DRAINAGE D.B. 59J P. 17 D.B. 660 P. 572 AEP D.B. 578 P. 746 R/W Td1P 136-188 HARRY TRIJU4N CALL & ELIZA8ETH ANN CALL D.B. 5217 P. 174 D.B. 4986 P. 685 PLAT D.B. 468 P. J66 PLAT D.B. JJ4 P. 280 PLAT D.B. J27 P. 280 PLAT D.B. J22 P. 91 PLAT EXISTING ASCA EASEMENT= LIMIT OF DISTURBANCE. SEE NOTE 4, THIS SHEET 10* D.I. WATER MAIN, SEE NOTE 1. UMrrS OF GRAVEL DRIVE z SHEET 22. RESTORATION, SEE DETAIL-152+10 BLOWOFF VALVE TYPE 'A" //—N 3811107.92 E 11478912.71 25, Ar TMP 1J6-41 Stio. 4� EA1 F \ FAITH N. PUGH W P £1V 579 PLAT D.L1. 5JJ P. <P.B. 5221 P. J8Jf GAS R�IEWSq D.B. 440 P. J05 ACSA D.B. 55J P. 576 D.L1. 59J P. 17 D.B. 60J P. 424 DRAINAGE D.B. 658 P. 112 CENT. I/A PWR D.8. 660 P. 572 AEP D.B. 678 P. 746 R/W VARVIBLE WIDTH PERMANENT EASEMENT AND LIMIT OF DISTURBANCE CURVE DATA PC- STA. 150+84 N 3811140.84 SF=LIMIT OF DISTURBANCE E 11478791.29 PT= STA. 156+37 N 3811197.60 E 11479320.51 R= 575' TYP WSC INSf 'Mkl AI � R+'c'-? a -dP�Rnw n� '-vim - c • \ � i , o ter._ \ CE WSCB I 12'X90TEMPORARY I a CONSTRUCTION ENTRANCE LIMIT OF PAVEMENT RESTORATION. SEE DETAIL. SHEET 22 I J MES RI ER ROA SEE NOTE 3, THIS SHEET. R BOX SEE DETAIN STD. IL,SHEET „o ' " / k 0 /NSF 13- JAMRD 2POP - -• � / c�P Q' PG oP,- '�� PG kp� F.Ft �F,�1 S E?Z6 (�• al'x1 ��F `N-!� ' " �' p0p,�1�p�. POP 20P91' 0IF? 39549 SF i W,/ �W "M z N �SE3p5 s SN��GpL Td1P 1J6-53 15 ' CE ROBIN D. DIXON D.B. 4082 P. J20 12'X70' TEMPORARY D.B. 5JJ P. 579 PLAT I CONSTRUCTION D.B. 440 P. J05 ACSA ENTRANCE D.B. 55J P. 576 STA.=154+07 D.B. 59J P. 17 I 10` X 6' TEE D.8. 658 P. 112 CENT. YA. PWR N 3811111.06 D.B. 658 P. 7J2 AEP. E 11479108.53 D.9.. 660 P. 572 AEP I 6' GATE VALVE AND BOX FIRE HYDRANT 1-10* GATE VALVE VERTICAL SCALE 0 5' 10' SCALE: 1 " = 5' HORIZONTAL SCALE 0 20' 40' 80' SCALE: 1 " = 40' NOTES: 1. MAINTAIN MIN. 5 FT. SEPARATION FROM EXISTING WATER MAIN. 2. CONTRACTOR REQUIRED TO KEEP EXISTING WATER MAINS IN SERVICE THROUGHOUT CONSTRUCTION UNLESS NOTED OTHERWISE OR DIRECTED. 3. PROTECT EXISTING FENCE THROUGHOUT CONSTRUCTION. COORDINATE REPLACEMENT OF DAMAGED FENCE WITH ACSA INSPECTOR AS REQUIRED. 4. EXISTING TREES WITHIN EXISTING ACSA EASEMENT AND LIMITS OF DISTURBANCE TO BE CLEARED AND GRUBBED. COORDINATE LIMITS OF TREE REMOVAL WITH ACSA INSPECTOR. 40.9 RESTR kINED JOINTS405 --- --- --- --- --- --- --- — 4111) 400 I W / APPROX. EX GROUND 0 �n --li------ a--/ 18" / / / / l Z L118" MIN. 0 0 H Cn CD P-4 x 10" DI WATER MAIN) oLLJ � _ ►�. —'� E5 X -- Q m ¢ Q Q C)� ) C) w W w Cl-m w ¢ > > X 2 O w m o W Z o — 0 --- --- >¢� Li m Uj m ¢ O CJ --- --- --- --- --- — LLJ N 00 w N �n cV cV J W u j U II n w0 co (-5 _ M 7 Q (ll W. D' > w 3::0 w r7 O r7 N CV N N W W Er W Of Llil o o CD =_ I w ~O m o w I I J w 11 J w II lro n (0 o O W j I Q `1 II N � } 0> O� � � O � r FrJ r-- � Uri 00 cV Cr) CD P' 0 0 - J 00 + 365 + W + + U + w + + + (.0 m 365 148+50 149+00 149+50 150+00 150+50 151+00 151+50 152+00 152+50 153+00 153+50 154+00 154+50 155+00 155+50 156+00 156+50 157+00 NO. DATE BY REVISIONS vvii 90% SUBMITTAL NOT TO BE USED FOR CONSTRUCTION Ham: N/A VERT'` N/A DATE: APRIL 2022 DESIGNED: E.E.B. ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 SHEET 16 of SCOTTSVILLE PHASE 4 - WATER MAIN REPLACEMENT DRAWN: E.E.B. Whitman, Requardt & Associates, LLP 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 CHECKED- C.EL PROJECT NO.' 46480-025 JAMES RIVER ROAD PLAN AND PROFILE STA. 148+50 TO STA. 157+00 23 i i TMP 1J6-299 HARRY TRUMAN CAZL & EZ/ZABETH ANN CALL D.B. 5217 P. 174 D.B. 4986 P. 685 PLAT D.B. 469 P. J66 PLAT D.B. JJ4 P. 280 PLAT D.B. J27 P. 290 PLAT D.B. J22 P. 91 PLAT ABANDON EX. FIRE HYDRANT AND VALVE. EX FIRE HYDRANT TO BE RETURNED TO ACSA. EXISTING FENCE= LIMIT OF DISTURBANCE, °do�S;o o SEE NOTE 3. ONF JA ES 26 R RI ER R WENW;W STA.=1 W+69 SF 10" X 6" TEE N 3811325.99 STA.=158+02 E 11479513.09 1" AIR RELEASE VALVE 6" GATE VALVE AND BOX N 3811288.96 TMP 1J6-27E FIRE HYDRANT E 11479457.54 PIE DUMA5 1-10 GATE VALVE D.B. 2288 P. 417 D.B. 2218 P. 447-451 PLAT D.B. 2729 P. 611 AEP D.B. 2218 P. 439 C&R D.B. 1280 P. 587 ALP D.B. 1226 P. 721 AEP D.8. 734 P. 55 AEP D.B. 734 P. 51 AEP D.B. 440 P. J05 A04 D.8. 286 P. 142 &EP D.B. 281 P. 161 AEP D.B. 19J P. 265 CENT. YA. PWR TMP 1J6-28A MEGAN NICOLE ENCLAND & NATHAN ANVREW I(UNI(LE D.B. 4989 P. 494 D.B. 4986 P. 685 PLAT TYP. WSC INSTALLATION IN STD. METER BOX SEE DETAIL, SHEET 21 ; rna ern• �� � 25 " p SACS Wm � SHnL, 44 t- CURVE DATA /PC= STA. 158+81 N 3811332.46 E 11479522.79 / PT= STA. 159+38 N 3811360.90 E 11479572.64 R= 413' CA41.1 pRN�Li ���rm 1)D 136 g7D PETER PI751011105 & MICHaY /( P1 D.B. 501J P. 28J D.B. 2218 P. 447-451 PLAT D.B. 4814 P. 624 AEP D.B. 2218 P. 439 C&R 0.8. 1280 P. 587 AEP D.B. 1226 P. 721 AEP D.B. 734 P. 55 AEP D.B. 7J4 P. 51 AEP D.B. 440 P. J05 ACS4 0.8. 286 P. 142 AEP D.B. 281 P. 161 AEP D.B. 19J P. 265 CENT. YA PWR 10" D.I. WATER MAIN STA.=163+03 10" X 6" TEE N 3811554.38 E 11479877.21 6" GATE VALVE AND BOX FIRE HYDRANT 1-10" GATE VALVE EXISTING FENCE= FQ LIMIT of DISTURBANCE, SEE NOTE 3. VARIABLE WIDTH PERMANENT EASEMENT AND LIMIT OF DISTURBANCE 12'X70' TEMPORARY CONSTRUCTION ENTRANCE MES RI ERR D SEE NOTE 4,- THIS SHEET. CURVE DATA PC= STA. 161+15 N 3811437.58 E 11479731.80 PT= STA. 163+55 N 3811597.34 E 11479906.80 R= 413' D4 ; 08 .55 T,•6 2g' P�AAO 1 �5 o=Q CE STA.=163+50 1" AIR RELEASE VALVE N 3811593.18 E 114799D4.27 LIMITS OF PAVEMENT RESTORATION SEE DETAIL, SHEET 22. 12'X70' TEMPORARY CONSTRUCTION ENTRANCE C� EXISTING FENCE= LIMIT OF DISTURBANCE, SEE NOTE 3. a+ io ✓ VERTICAL SCALE k ` 4 � 0 5' 10' ,•-X � W0 � O SCALE: 1" = 5' ,o Y! ' HORIZONTAL SCALE SF 0 20' 40' 80' A=166+09 SCALE: 1 " = 40' NOFF VALVE TYPE "A" NOTES: N 3811814.94 E 11480037.21 1. MAINTAIN MIN. 5 FT. SEPARATION FROM EXISTING WATER SEE NOTE 4, THIS SHEET. MAIN. IMP 136 27 PETER PIT510105 D.B. 4724 P. 440 D.B. 4814 P. 624 AEP D.B. 2199 P. 282 288 PLAT D.B. 1280 P. 587 AEP D.B. 1226 P. 721 AEP D.B. 7J4 P. 55 AEP D.B. 7J4 P. 51 AEP D.B. 609 P. 626 R11W D.B. 4375 P. 338 ACCESS EASEMENT D.B. 440 P. J05 ACS4 D.B. 286 P. 142 AEP D.B. 281 P. 161 AEP D.B. 19J P. 265 CENT. YA, PWR 2. CONTRACTOR REQUIRED TO KEEP EXISTING WATER MAINS IN SERVICE THROUGHOUT CONSTRUCTION UNLESS NOTED OTHERWISE OR DIRECTED. 3. PROTECT EXISTING FENCE THROUGHOUT CONSTRUCTION. COORDINATE REPLACEMENT OF DAMAGED FENCE WITH ACSA INSPECTOR AS REQUIRED. 4. REMOVE WIDTH OF EXISTING FENCE AS REQUIRED FOR CONSTRUCTION ACCESS. PROVIDE TEMPORARY FENCING AS NEEDED DURING CONSTRUCTION. REPLACE EXISTING FENCING IN KIND AT THE COMPLETION OF CONSTRUCTION. APPROX. EX GROUND cp - co - .--i • 4 415 --- --- --- --- - W � \ DO Ain �r--_ _� din 10" DI WATER o - o i Cn --- z400 --- w N N --- w z --- --- - W~ I x Ld� ul� z x --- X Q ZQ O -- --- --- - A X_ W w m� z O � Li w� 6y w a_I.i 390 --- --- < p w z w v XU > Of J --- --- --- - I LLJJ N m � Uj LLI m ww N N � >Q � Cn Q �W U- �' > U W 7 Q 38.9 --- --- Q C.7 w Of N m --- --- --- - e it "� ¢Ux II00 -II �U e it N O_ + + c0 m+ + rpm + + + 157+00 157+50 158+00 158+50 159+00 159+50 160+00 160+50 161+00 161+50 162+00 162+50 163+00 163+50 164+00 164+50 165+00 165+50 166+00 166+50 NO. DATE BY REVISIONS 90% SUBMITTAL NOT TO BE USED FOR CONSTRUCTION vvii Ham: �A VERT.: N/A DATE: APRIL 2022 DESIGNED: E.E.B. DRAWN: E.E.B. ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 SHEET 17 of SCOTTSVILLE PHASE 4 - WATER MAIN REPLACEMENT Whitman, Requardt & Associates, LLP 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 CHECKED' C.E.L. PROJECT NO.- 46480-025 JAMES RIVER ROAD PLAN AND PROFILE STA. 157+00 TO STA. 166+50 23 / TMP 130-42D ELLEN B. P1775 & WI I M R. PITTS, ✓R. D.B. 563 P. 214 TYP 130-420 TYP 130-429 TYP 130-424 / O.B. 469 P. 366 PLAT ✓IMMY M LEAL D.B. 5265 P. 362 CARRIE K. K/MBROUGH TANNER 0. LUNDGREN & ✓ESSIC4 LYNN LUNDGREN D.B. 4759 P. 472 D.B. 3911 P. 416 D.B. 334 P. 280 PLAT D.B. 327 P. 280 PLAT D.B. 322 P. 91 PLAT TYP 130-42E / KAREN P. FASSEL & G4RY R. FA.£SEL TYP 130-42F / I D.B. 1547 P. 631 THOMAS G W/LLOUGHBY D.B. 1151 P. 670 PLAT D.B. 2556 P. 505 / D.B. 1165 P. 165 PLAT I 04P TYP. WSC INSTALLATIONIN STD. METER BOX SEE DEfaL, SHEET 21. \ STA.=169+85cc I Cco SF l' AIR VALVE / \ 5 N 3812RELEASE EXISTING FENCE= N80229.99 I ' c oRq�ec E 'I I UNIT OF DISTURBANCE W I SEE NOTE 3. ABANDON EX. FIRE HYDRANT AND VALVE. I _ w VERTICAL SCALE x' o 16jk06W _ % \RN�Cr EX. FIRE HYDRANT TO BE RETURNED TOIACSA. _ 40 93oa L/1 Q 5 10 \ SEE NOTE 4, THIS SHEEP. I — — _ 4 SCALE: 1" = 5' a WSW- �F 1$ IY'i oiF p �v o IJAES RNERbn �n l3o a - - N SF \ Q ,W — ePF — - - - - - - - - - - c+G HORIZONTAL SCALE �0 UNIT OF PAVEMENT RESTORATION, SEE \ \ - _. _ yy�:\ _ , _i _ _ . -. - - - 0 2 4 8 1-4 DETAIL, SHEET 22. 1 \ r�W F _ ._ _ _ _ - - - _ - _ _ _ _ _ _ _. - -'- —-w u �'�'—�� W 4+0 ff—' +00" - SF- tim d SCALE: 1" = 40' # E+ NOTES: STA=168+50 N 3812022.04 \ ` ` - W WO D E CE //���• WTIITTL+UU 770+pp- - �%W' 8 Aup{/// _ sF W+Uv - _ . Cs-' i:L- - - -_sF 1. MAINTAIN MIN. 5 FT. SEPARATION FROM EXISTING E 11480161.33 STA.=169+70 _. ��iGy_ ;6�= 6 - y� _ _ _ �,41+u - _._.- EASEMENT W 10" X 6" TEE 0 X 60 TEE � - - - - - 5���� �F SF 25' ACSA I D.B. OWN4PER ACSA Z WATER MAIN. N REVIEW SPA.=1 74+50 E 11480223.09 25'3812591.22 LEGAL N 2. CONTRACTOR REQUIRED TO KEEP EXISTING WATER 6" GATE Va_VE AND BOX FIRE HYDRANT p BgCsq S14, 40 pSf1,ENT SF SEE NOTE 3. E 11480328.11 MAINS IN SERVICE THROUGHOUT CONSTRCUTION UNLESS NOTED OTHERWISE OR DIRECTED. J 1-10" GATE VALVE �( GqL ROE'30 10" D.I. WATER MAIN TMP 130-5 TYP 130-52 KATHLEEN FARWELL & DAN/EL LOU15 601CK 3. PROTECT EXISTING FENCE THROUGHOUT DANIEL LOUIS G1DAX & KATHLEEN FARWELL & KINSEY & KINSEY L00/SE GIDICK TMP 130-524 CONSTRUCTION. REMOVE AND REPLACE EXISTING LOU/SE GIDICK D.B. 5327 P. 66 D.B. 5327 P. 66 GRACE N07ES, LTD., UK D.B. 2199 P. 290 GATE AS REQUIRED. COORDINATE REPLACEMENT OF D.B. 553 P. 576 VARIABLE WIDTH PERMANENT D.B. 565 P. 118 CURVE DATA D.B. 565 P. 122 PLAT D.B. 4375 P. 338 DAMAGED FENCE WITH ACSA INSPECTOR AS D.B. 638 P. 56 PLAT EASEMENT AND LIMIT OF I PC= STA. 169+59 D.B. 609 P. 626 R/W I D.B. 440 P. 305 ACS4 REQUIRED. D.B. 440 P. 305 ACSA DISTURBANCE N 3812115.24 D.B. 286 P. 142 AEP D.B. 21,99 P. 282-288 PLAT D.B. 286 P. 142 AEP E 11480217.19 O.B. 281 P. 161 AEP D.B. 734 P. 55 APP. PWR. COMP. 4. REMOVE WIDTH OF EXISTING FENCE AS REQUIRED D.B. 281 P 161 AEP I PT= STA. 171+11 D.B. 440 P. 905A04 I D.B. 734 P. 51 APP. PWR. COMP. D.B. 193 P. 265 CENT. VA. PWR N 3812256.65 D.B..598 P. 339 OTC OF VA D.B. 1280 P. 587 APP. PWR. COMP. FOR CONSTRUCTION ACCESS. PROVIDE TEMPORARY E 11480269.80 D.B. 193 P. 265 CENT. VA. PWR D.B. 1226 P. 721 APP. PWR. COMP. FENCING AS NEEDED DURING CONSTRUCTION. R= 413' D.B. 286P.. 142 APP. PWR. COMP. REPLACE EXISTING FENCING IN KIND AT THE COMPLETION OF CONSTRUCTION. 430 JAM ROAD 430 S RIVER APPFOX. EX GROUN g 425 425 --- --- / 420 --- ---------- —_ 415 T-- co 10" DI WATER AIN410 \ cc W \ 410 --- .--t --- — Y CD O Cn m � \ --- WUj 2 >J --- — C> a XZ C -- --- — � w w w m o o W o 395 --- --- W U W U Zx Q U Q > W U --- --- — � W Of W W J m p LLJ N Of W rn N Q J N H Uj W Of 390 0-1 --- --- — 00 LO O Uj _ 00 O 00 a 00 + + + t� + + 166+50 167+00 167+50 168+00 168+50 169+00 169+50 170+00 170+50 171+00 171+50 172+00 172+50 173+00 173+50 174+00 174+50 175+00 175+50 176+00 176+50 NO. DATE BY REVISIONS vvii 90% SUBMITTAL NOT TO BE USED FOR CONSTRUCTION Ham: N/A VERT'` N/A DATE.- APRIL 2022 DESIGNED: E.E.B. ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 SHEET 18 OF SCOTTSVILLE PHASE 4 - WATER MAIN REPLACEMENT DRAWN: E.E.B. Whitman, Requardt & Associates, LLP 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 CHECKED- C.EL PROJECT NO.' 46480-025 JAMES RIVER ROAD PLAN AND PROFILE STA. 166+50 TO STA. 176+50 23 23 I TMP 130-4101 WILLI4M T. PATE AND MRB4RA L. PATE I D.B. 29JI P. 739 D.B. 1151 P. 677 D.B. 2252 P. 560 PLAT lA/P 1 i0-41A D.B. P. 115 PLAT APPALACHIAN ELECTRIC POWER COMPANY O.B. 587 P. 570 PLAT 68, 5 58 1 6 TMP 130-42F D.B. 692 P. ,508 D.B. 1151 P. 672 674 PLAT THOM45 6: WILLOUCHBY D.B. 283 P. 111 D.B. 1587 P. 568 ACCESS EASEMENT D.B. 2556 P. 505 0.8. 692 P. 510 PLAT D.B. 1128 P. 729 APP. PWR COMP. D.B. 1165 P. 165 PLAT EXISTING FENCE= D.B. 28J P. 111, 115 PLAT 08. 355 P. 128 APP. PWR. COMP. 00 LIMIT OF DISTURBANCE D.B. 489 P. 42J UA TELE AND TELE . 4 D.B. J55 P. 126 APP. PWR. COMP. E--4 STA.=179+21 SF=LIMIT OF DISTURBANCE D.B. J65 P. 186 I/A TELEAMD TELE I 1" AIR RELEASE VALVE AIRA 98. 290 P. 247APP. PWR. COMP. W N 3 3813055.71 D.B. 286 P. 140 APP. PWR. COMP. AR JJO P. 541 I/A TELE AND TELE E I 98. 268 P. 368 APP. PWR COMP. D.B. 194 P. 264 CENTRL. PWR. COMP. ABANDON EX. FIRE HYDRANT AND VALVE. EX. FlRE HYDRANT SEE NOTE 3, VERTICAL SCALE .9e TO BE RETURNED TO ACSA THIS SHEET. 0 + 10" D.I. WATER MAIN IF CC �/ g tih �� JAMES RIVER RD + SCALE: 1 " = 5' ^� WALNUT25 SR 726 (3o' WW) co . _ ._._._._. . . ._ _ .................. _. ._._. 209 w w w w _ _ HORIZONTAL SCALE En W A/ W � s E 0 20' 40' 80' + 82 0 E W °' � S� sF SE_ _ _ W �r NOTES: SCALE: 1 " = 40' 6SA IASEMENT °s—}— D.E.28s P. 14iT �� \ 25' ACSA EASEMENT D.B. 440 P. 305 SF � OE o / � Cn SHOWN PER D.B. 440 P. 305 ACSA STA.=179+39 SHOWN PER � o s" ��- Z I 1. MAINTAIN MIN. 5 FT. SEPARATION FROM EXISTING ACSA LEGAL REVIEW 10" X 6"TEE LEGAL REVIEW z z WATER MAIN. N 3813072.82 E 11480412.04 12'X70' TEMPORARY 2. CONTRACTOR REQUIRED TO KEEP EXISTING WATER 6" GATE VALVE AND BOX o CONSTRUCTION E MAINS IN SERVICE THROUGHOUT CONSTRUCTION VARIABLE WIDTH PERMANENT FIRE HYDRANT � ENTRANCE UNLESS NOTED OTHERWISE OR DIRECTED. EASEMENT AND LIMIT 1-10 GATE VALVE SEE NOTE 4, THIS SHEET. OF DISTURBANCE 12'X70' TEMPORARY 3. PROTECT EXISTING FENCE THROUGHOUT TMP 1,30-524 CONSTRUCTION ENTRANCE CONSTRUCTION. COORDINATE REPLACEMENT OF 0.8. 2199 P. 290 D.B. 4i75 P. _U8 DAMAGED FENCE WITH ACSA INSPECTOR AS GRACE NOTES, LTD., UK REQUIRED. 0.8. 440 P. J05 ACS4 D.B. 2199 P. 282 288 PLAT 4. REMOVE WIDTH OF EXISTING FENCE AS REQUIRED D.B. 734 P. 5APP. PWR. COMP. D.B. 734 P. 51 APP. PWR COMP. FOR CONSTRUCTION ACCESS. PROVIDE TEMPORARY D.B. 1280 P. 587APP. PWR. COMP. FENCING AS NEEDED DURING CONSTRUCTION. D.B. 1226 P. 721 APP. PWR. COMP. REPLACE EXISTING FENCING IN KIND AT THE 0.8. 286 P. 142 APP. PWR COMP. COMPLETION OF CONSTRUCTION. 415 I FJANIES 415 RIVE ROAD --- --- --- --- APPROX. EX GROUND / --- --- --- --- --- - / Z� �w 410405 / U --- --- --- --- --- — --- --- --- --- E �\ — // �\ / --- --- --- --- --- — zCn 400 --- --- --- -- jn - --- --- --- --- - — — — + 10" DI WATER MAIN—/ _ _ — — — + ao 395 --- --- --- —t` --- --- --- --- — E � E an o m 390 --- --- --- --W w-- --- --- --- --- — w~ LLJ c� --- --- --- —� XQ --- --- --- --- — oo �21 x ow wm� 380 380 --- --- --- --- Z '<C) --- --- --- --- --- — ww m ��> 375 --- --- --- ��Q --- --- --- --- --- — - ow I Q CD 370 N � + i c0 370 176+50 177+00 177+50 178+00 178+50 179+00 179+50 180+00 180+50 181+00 181+50 182+00 182+50 183+00 183+50 184+00 NO. DATE BY REVISIONS Ham: ALBEMARLE COUNTY SERVICE AUTHORITY SHEET vvii 90% SUBMITTAL NOT TO BE USED FOR CONSTRUCTION �A VERT.: N/A DATE: APRIL 2022 DESIGNED: E.E.B. DRAWN: E.E.B. 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 19 of SCOTTSVILLE PHASE 4 - WATER MAIN REPLACEMENT Whitman, Requardt & Associates, LLP 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 CHECKED' C.E.L. 46480-025 JAMES RIVER ROAD 23 PROJECT NO.- PLAN AND PROFILE - STA. 176+50 TO STA. 184+00 i x W-J— Ww w W- ,�� SEE NOTE-7, THIS SHEET. _NOTE 10, THIS SHEET. � 1 414 ................ x L 415 x IX.10" AC WATER MAIN SEE NOTE 10, THIS SHEET. SEE NOTTHIS E 3, �I ^IX^10" AC WATER MAIN - 0 I � I NOTE 4, SHEET. 4u 141 WV IN JAMES RIVER RD SR 726 (30' R/W) THIS SHEET. GRAVEL r SF _xW _ W x W W W� Xx ---' _ _ - - - - M FENCE X. ._.---------------- _._._._._.--- SEE cur 4 AND 19 EM 408 fF SF W W— n ILL EiIR WATER MAIN INSTALLATIONS ��10 IX. 8" AC WATER MAIN / SEE NOTE 10, THIS SHEET. � PO 12" CI-INV 417.2i- 1411 1 STORY BLOCK x \ 0 40 _ SEE NOTE 91 12 CI-INV O THIS SHEET. x .'j' 0 L l SEE NOTE 9, THIS SHEET. �0 g" -INV \ 15.10 7 X _r w I EX. 10" Cl TO 3 EX 8" AC WATER MAIN y� AC ADAPTOR. 1 , - WV IX. 8" CI TO SEE NOTE 5. azo _ AC ADAPTOR. � X -�wv 1 WV SEE NOTE 5. 4 �I } / w Inl3 X UP 422 TOWER 425 LU I x x I T I X_x�— x I _ ICHAINLINK FENCE x x x X� x x x�x IF 4 To _ SEE NOTE 4. THIS SHEET. 4O X EP a2° DRAIN LINE - FO TP x IN ' FO / x E FO FO _4 ISEE NOTE 3, THIS SHEET. I x 426 —x�x X-----x GPS1 I 425.64 / x 0 IF —x azs -/SF 0 40 I 0 x x 'A'i HORIZONTAL SCALE 0 5' 10' 20' SCALE: 1 " = 10' NEW EQUIPMENT TO BE INSTALLED WITH 10" WATER MAIN INSTALLATION (ALL JOINTS RESTRAINED) 10" X 10" DI TEE Q 10" GATE VALVE AND BOX (NORMALLY CLOSED) 03 10" X 8" DI TEE O 10" GA E VALVE A D BOX (CLOSED VALVE WITH RESO 8" GATE A E VALVE L APAND BOX (CLOSED VALVE WITH REST EXISTING EQUIPMENT TO BE REPLACED IN -PLACE (ALL JOINTS RESTRAINED) © 10" 900 BEND 07 10" X 10" TEE WITH THRUST BLOCK ® 8" X 10" INCREASER 09 10" GATE VALVE AND BOX 1@ 10" CHECK VALVE 11 4 FT. DIAMETER PRECAST CONCRETE MANHOLE WITH MIN. 24" FRAME AND COVER. SEE NOTE 8. 1© 10" X 10" CROSS 1© 10" GATE VALVE AND BOX AND 10" PLUG WITH THRUST BLOCK 14 8" GATE VALVE AND BOX Q 8" X 8" TEE WITH THRUST BLOCK 1® 10" X 8" TEE WITH THRUST BLOCK 10" WATER MAIN (AC TO DI). SEE NOTE 9. 1® 8" WATER MAIN (AC TO DI). SEE NOTE 9. 19 8" 90- BEND NEW EQUIPMENT TO BE INSTALLED (ALL JOINTS RESTRAINED) ® 10" 450 BEND (ROTATE TO CONNECT TO NEW 10" GATE VALVE) ®1 8" 450 BEND (ROTATE TO CONNECT TO NEW 8" GATE VALVE) NOTES: 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING MATERIALS, LOCATIONS, AND SIZES TO BE REMOVED, ABANDONED, AND REPLACED AND ALL EXISTING UTILITIES PRIOR TO STARTING WORK AT THE SITE. COORDINATE SHUTDOWN OF PUMP STATION AND TANK WITH THE ACSA AND RWSA. 2. CONTRACTOR REQUIRED TO KEEP EXISTING WATER MAINS IN SERVICE THROUGHOUT CONSTRUCTION UNLESS NOTED OTHERWISE OR DIRECTED. TANK AND PUMP STATION MAY BE TAKEN OFFLINE FOLLOWING PHASED INSTALLATION AND STARTUP OF NEW, OFFSITE WATER MAINS. REFER TO SPECIFICATION SECTION 01106 FOR CONSTRUCTION SEQUENCE REQUIREMENTS. 3. PROTECT EXISTING FENCE THROUGHOUT CONSTRUCTION. COORDINATE REPLACEMENT OF DAMAGED FENCE WITH ACSA INSPECTOR AS REQUIRED. 4. REMOVE PORTION OF EXISTING CHAIN LINK FENCE AND GATES AS REQUIRED TO REPLACE EXISTING VALVES AND WATER MAINS. PROVIDE TEMPORARY FENCING AS NEEDED DURING CONSTRUCTION. COORDINATE PLACEMENT OF TEMPORARY FENCING WITH THE ACSA INSPECTOR. REPLACE EXISTING FENCING AND GATES IN KIND AT THE COMPLETION OF CONSTRUCTION. 5. LOCATE EXISTING CI TO AC ADAPTERS ALONG EXISTING WATER MAINS PRIOR TO BEGINNING WATER MAIN REPLACEMENT WORK. CONFIRM CONDITION OF ADAPTORS AND SUITABILITY FOR CONNECTION OF NEW DI WATER MAINS. REPLACE EXISTING ADAPTORS IF NEEDED AND MAINTAIN CONDITION OF EXISTING AC PIPES TO TANK. 6. PRIOR TO BEGINNING REPLACEMENT OF ALL IDENTIFIED YARD PIPING AND VALVES, COORDINATE THE EMPTYING OF THE EXISTING TANK AND THE TEMPORARY SHUTDOWN OF THE EXISTING PUMP STATION WITH THE ACSA INSPECTOR. 7. COORDINATE CLOSURE OF EXISTING GATE VALVES WITH ACSA INSPECTOR TO ISOLATE YARD PIPING AND TO ALLOW FOR CUT/CAP OF EXISTING AC PIPING AND INSTALLATION OF CAP/PLUG AND THRUST BLOCK AT EACH EXISTING GATE VALVE. 8. CONTRACTOR TO CONFIRM DIAMETER AND OVERALL DEPTH OF EXISTING MANHOLE TO CONFIRM DIMENSIONS OF REPLACEMENT MANHOLE PRIOR TO PROVIDING SUBMITTAL FOR REVIEW/APPROVAL AND ORDERING THE STRUCTURE. 9. WATER MAIN REPLACEMENT SHALL EXTEND UP TO FIRST PIPE JOINT OUTSIDE OF PUMP STATION OR TO LOCATION IDENTIFIED BY ACSA INSPECTOR. PROVIDE DI TO AC TRANSITION COUPLING OR SUITABLE ADAPTER FOR CONNECTION TO EXISTING AC SUCTION AND DISCHARGE PIPING ADJACENT TO THE PUMP STATION EXTERIOR WALL PENETRATIONS. 10. EXISTING 10" AND 8" AC WATER MAINS FROM EXISTING VALVES TO NEW 10" AND 8" 45 DEGREE BENDS MAY BE REMOVED AND DISPOSED OF IN ACCORDANCE WITH ACSA STANDARDS AND SPECIFICATIONS FOLLOWING THE WORK OUTLINED UNDER NOTE 7. NO. DATE BY REVISIONS 90% SUBMITTAL NOT TO BE USED FOR CONSTRUCTION vvii Whitman, Requardt & Associates, LLP 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 Ham: 1" = 10, VERT.: . N/A DATE: APRIL 2022 DESIGNED: E.E.B. DRAWN: E.E.B. CHECKED. C.E.L. PROJECT NO.- 46480-025 ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 SHEET 20 OF 23 SCOTTSVILLE PHASE 4 - WATER MAIN REPLACEMENT WATER MAIN REPLACEMENT ON EXISTING TANK AND PUMP STATION SITE GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL ll 11 824°MINE, INITIAL BACKFIL116" MIN MIN, O \ BEDDING 8 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION JNTAL BACKFILL 4 MN 4 MIN 1 r UNSTABLE SOIL MIN MIN _ MIN MIN � C 468 STONE GRANULAR FILL AS APPROVED BY ACSA ROCK Z TABLE SOIL OR STABLE SOIL OR ROC NOTE : I. 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. 33HE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4.NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W - 2 -a a a ° � 4 5° ax L 2 45 45max' max PLUG FOR ALL BENDS FOR TEE OR WYE FITTINGS WIDEN TRENCH TO - _ ACCOMMODATE ANCHOR IF REQUIRED. min ° I M jr BEDDING AS REQUIRED PLUG 45° 4 MIN MIN T T SECTION 1 -1 SECTION 2 2 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 FIG. W - 3 NTS PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L H T 90 2.50 2.50 3.01 0_24 4" & 6" 45 2.00 2.25 2.60 0.15 22 1/2 1.50 2.00 2.52 0.10 2.00 2.25 2.50 0.15 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 45 2.66 2.66 2.77 0.26 8�� 22 1/2 1.66 2.16 2.69 0.13 36 .1 2.91 2.66 0.32 11 1/4 1.66 216 267 0.13 90 4.83 3.83 3.42 0.83 10" & 12' 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1/2 L33 2.58 L86 0_24 11 1/4 1.83 2.33 2.84 0.18 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS FE THE LOCAL STANDARD. 7 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (z7o") 7 CU. FT. 18" I- I BO N68 STONEI i/ I 6" GATE 36"1MIN '- VALVE g" X 6„ TEE' 2500 P.S.I. CONCRET ' BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE 3/4" THREADED RODS TO WHEN THE SOIL IS DISTURBED OR WHE 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. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W 4 WATER zsoo P.S.I. :CONCRETE THRUST BLOC PLACE 5' GALVANIZED WITNESS " POST WITH CAPPED ENDS PAINTED BLUE. IN REMOTE AREAS o AS DIRECTED. MARKER LOCATION MAY BE SUBJEC � TO HIGHWAY DEPARTMENT APPROVAL, FINISHED GRADE � ei ADJUSTABLE VALVE BOX W/ LID M.J. GATE VALVE LINE 2'x 2' BEARINGAREA. NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE TYPICAL GATE VALVE NTS FIG. W - 5 TD-2 TD-3 TD-7 TD-8 No No NO-E, I) SADDIFS SHAH BE USFD ON PVC PIPE. t/q BEND CC (IF REQUIRED) ' IQMPRESSION z 3/4" MALE PIPE COUPLING APPROVED EQUAL CD FOR USE ON ATiACHFD SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESDCNTIAL AND IRRIGATION SLNVICCS- JMPRESSION x 3/4" MALE PIFE COUPLING PPRUVED EQUAL FOR USE ON DETACHED 5'.NGLF FAMILY RESIDE NTI AI SERVICE WHERE AN IRRIGATION MCTCR IS NOT PROVIDCD- GRADE- ALTER aox COPP6REF 111 N A LFLR K AS F_SSARY TYPICAL SERVICE LATERAL INSTALLATION NTS FIG. W 6 TD 9 TOTEE SIZE BRANCh VALVE THE `. WATER MAIN 7 vealrc PLUG M-TIff (COAT RODS WITH BITUMINOUS PAINT) ON-LINE (TYPE "B") VARIES THREADED COUPLING PVC NIPPLE AND CAP PVC SLEEVE _ or o BRASS NIPPLE AND CAP I I LUBRICATE ALL THREADS THRUST BLOCK �o METER BOX (SEE FIG. W-7) VALVE OX ' N0. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF = GRADE ALLOWS VARIES VARIES 2" GALV. OR BRASS PIPE 2" THREADED TAP PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-8 TD-16 AIR RELEASE VALVE BRASS OR BRONZE PIPE - DRAIN TO GRADE IF POSSIBLE BRICK SUPPORTS OR SOLID CEMENT BLOCKS TYPE "K" SOFT COPPER TION STOP NISHED GRADE GATE 11 SHED 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. AIR RELEASE VALVE (ARV) NTS FIG. W-9 TD-17 N0. DATE BY REVISIONS 90% SUBMITTAL NOT TO BE USED FOR CONSTRUCTION Whitman, Requardt 8 Associates, LLP Stony Point Parkway, Suite 220, Richmond, Virginia 23235 HO Z: N/A vERwii T'` N/A DATE: APRIL 2022 DESIGNED: E.E.B. ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 SHEET 21 OF 23 SCOTTSVILLE PHASE 4 -WATER MAIN REPLACEMENT DETAILS DRAWN: E.E.B. CHECKED* C.E.L.9030 PROJECT NO.= 46480-025 3/4" CORP. 2 BALL VALVES 2" PRV 1r TYP OF 4 STOP (see note #2) Ao 5,000 REINFOI CONCR: N NON —SHRINK �. 8" DIP GROUT (TYP) " .................. . OUT F�j• 90 • Y - • OOCo • Y - 8" DIP '. •_�_ • ._. co IN o, m 8" NRS 1" CORP. 8" PRV 4" 0 GATE VALVE STOP (see note #3) GAUG (TYP OF 2) PLAN VIEW 36" x 36" ALUMINUM ACCESS HATCH (SIR-3636 BY HOLLIDAY) 30" x 30" ALUMINUM ACCESS HATCH (SIR-3030 BY HOLLIDAY) PSI :CED 'sTE Diam. PRESSURE E w/ GAUGE COCK (see note #4) 4" GALV. VENT w/SCREENED MUSHROOM CAP EXISTING GRADE PROVIDE EXPANSION JOINT MATERIAL —\ EXISTING SIDEWALK 5' (MAX.) WIDTH FOR REPLACEMENT (MATCH EXISTING SLOPE) 4" (MIN.) VDOT CLASS A3 OR MATCH EXISTING THICKNESS 4" (MIN.) NO. 21A STONE OR MATCH EXISTING THICKNESS SIDEWALK REPAIR DETAIL SCALE: NOT TO SCALE MATCH EXISTING DRIVEWAY SLOPE AND GRADE—, 6" (MIN.) 21A OR MATCH EXISTING BASE STONE THICKNESS � OR TO MILL EXISTING PAVEMENT TO LIMITS SHOWN ON PLANS AND MIN. 1.5" DEEP TO AVOID FEATHERED EDGES CL OF EXISTING PAVEMENT OR TRAVEL LANE OF ROAD VDOT 21A OR B AGGREGATE (FULL TRENCH BACKFILL). REFER TO VDOT PERMIT AND SECTION 02200 FOR REQUIREMENTS. EXISTING GRADE 1.5" SM-9.5A OR MATCH EXISTING SURFACE MIX THICKNESS 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 EXISTING PAVEMENT SURFACE ELEVATION 1.5" MIN. VDOT SM-9.5A (VDOT SM2A) OR MATCH EXISTING THICKNESS 6" MIN. EDGE OF 6" MIN. BM-25.0 EXISTING PAVEMENT ASPHALT CONCRETE \-10" MIN. VDOT NO. 21A OR 21B AGGREGATE CL PIPE TRENCH (MAX. COMPACTED DENSITY PER VDOT y PERMIT APPROVAL, SEE SECTION 02200.) GRANULAR MATERIAL OR #68 STONE. SEE PIPE INSTALLATION AND BEDDING DETAIL (FOUNDATION IN POOR SOIL SECTION, FIGURE W-2, SHEET 13), CONTRACTOR MAY ALSO USE NO. 21A OR B FOR BEDDING MATERIAL. LIMITS _ ASPHALT DRIVE RESTORATION -TYPICAL SECTION PAVEMENT RESTORATION AND TRENCH DETAIL 0 0 0 I ,_ SCALE: NOT TO SCALE (FOR INSTALLATIONS WITHIN EXISTING PAVED ROADS) Co ALUMINUM • 2" S S (2) 2" I ACCESS UNION LINES* BYPASS 4" Diam. PRESSURE SCALE: NOT TO SCALE d LADDER R GAUGE w/ GAUGE COCK • (TYP OF 6) 8" DIP IN NOTES: 6" BLOCKOU' FOR DRAIN (TYP OF 2) 11- FLO O O • 8" DIP OUT (TYP OF 6) 6" MIN. #57 STONE SECTION VIEW * 2" BY—PASS SHOWN OUT OF SECTION FOR CLARITY 1. 2" LINES PIPED WITH 2" $•S. PIPE & FITTINGS EXCEPT BALL VALVES & PRVS. 2. 2" PRV's SHALL BE CLA—VAL MODEL 90G-01ASKC (30-300psi RANGE). 3. 8" PRV SHALL BE CLA—VAL MODEL 90G-01ABKC (30-300psi RANGE). 4. SIX (6) 4" ASHCROFT #1008 LIQUID FILLED PRESSURE GAUGES (0-300psi) w/GAUGE COCKS, OR APPROVED EQUAL. 5. EXTEND 6" DIAMETER, SCHEDULE 40 DRAIN TO DAYLIGHT AND TERMINATE WITH FLAP VALVE. PRESSURE REDUCING VALVE VAULT N.T.S. REVISIONS Whitman, Requardt & Associates, LLP 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 90% SUBMITTAL NOT TO BE USED FOR CONSTRUCTION GROUND SURFACE 12" (MIN.) OR DISTURBED AREA (BOTH SIDES) 5'-0" (MAX.) DISTURBED WIDTH ACROSS DRIVEWAY OR LIMITS OF GRAVEL ROAD AS SHOWN ON PLANS FINISHED GRADE COMPACTED 12" (MIN.) OF EXISTING AGGREGATE MATERIAL (VDOT NO. 21A OR 21B AGGREGATE TO BE USED AS ALTERNATE MATERIAL) SEE PIPE INSTALLATION AND BEDDING DETAIL (FIGURE W-2, SHEET 13) GRAVEL DRIVE RESTORATION - TYPICAL SECTION SCALE: NOT TO SCALE SCALE: HORIZ: N/A VERT.: N/A DATE: APRIL 2022 DESIGNED: E.E.B. DRAWN: E.E.B. CHECKED- C.EL PROJECT NO.' 46480-025 ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 SCOTTSVILLE PHASE 4 - WATER MAIN REPLACEMENT DETAILS SHEET 22 OF 23 EROSION AND SEDIMENT CONTROL NARRATIVE A. PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT IS TO ABANDON EXISTING A.C. WATER MAINS AND TO REPLACE WITH NEW DUCTILE IRON WATER MAINS. EXISTING VALVES, FIRE HYDRANTS, AND WATER SERVICE CONNECTIONS WILL ALSO BE REPLACED. THE EXISTING A/C AND GALVANIZED WATER MAINS WILL BE ABANDONED IN PLACE. THE WORK WILL TAKE PLACE PRIMARILY ALONG JAMES RIVER ROAD (ROUTE 726) AND WITHIN THE TOWN OF SCOTTSVILLE. B. EXISTING SITE CONDITIONS THE EXISTING SITE IS COMPRISED OF LARGE TRACTS OF RURAL PROPERTY AND STREETS WITHIN THE TOWN OF SCOTTSVILLE. THE WORK TAKES PLACE PRIMARILY WITHIN EXISTING ROADS WHICH ARE OWNED AND MAINTAINED BY VDOT. THE ROAD GRADES ARE GENTLY SLOPING. THE ROAD DRAINAGE SYSTEM CONSISTS OF OPEN DITCHES AND CULVERTS AT ROAD CROSSING, DRIVEWAYS, AND SIDEWALKS. C. ADJACENT AREAS THE ADJACENT AREAS OF THE PROJECT CONSISTS OF AN EXISTING RURAL RESIDENTIAL DEVELOPMENT. THE EXISTING DRAINAGE PATTERNS AND SYSTEMS WILL NOT BE IMPACTED BY THE WORK ON THIS PROJECT. D. OFF -SITE AREAS, BORROW AND WASTE DISPOSAL THE OFF -SITE AREAS REQUIRED FOR THE PROJECT WILL INCLUDE PERMITTED, APPROVED, DISPOSAL FACILITIES FOR EXCESS MATERIALS. THE OFFSITE AREAS WILL ALSO INCLUDE A CONSTRUCTION STAGING AND LAYDOWN AREA TO BE PROVIDED BY THE CONTRACTOR AND APPROVED BY THE ACSA. BORROW MATERIAL FOR TRENCH BACKFILLING MAY BE REQUIRED AS DETERMINED BY THE PROJECT INSPECTOR. E. GENERAL SOILS DESCRIPTIONS THE SUFACE SOILS WITHIN THE PROJECT ARE FROM THE PIEDMONT FOOTHILLS III. THE PIEDMONT FOOTHILLS UNIT S CHARACTERIZED BY ROLLING UPLAND TO RELATVELY STEEP TOPOGRAPHY. SOILS WITHIN THIS AREA MODERATELY DEEP, TO DEEP, AND GENERALLY WELL DRAINED ON THE PIEDMONT UPLAND AND FOOTHILLS OF THE BLUE RIDGE MOUNTAINS WITH SLOPES RANGING FROM 2-45%. THE SOILS ARE FORMED FROM WEATHERED GRANITES AND META -GRANITES OF THE BLUE RIDGE BASEMENT COMPLEX. THE SOILS ARE TYPICALLY CLAYEY AND SILTY SANDS AND SANDY CLAYS. F. STORMWATER MANAGEMENT AND RUNOFF CONSIDERATIONS STORMWATER MANAGEMENT FOR THIS PROJECT WILL BE ADDRESSED THROUGH THE IMPLEMENTATION OF EROSION AND SEDIMENT CONTROL MEASURES AS REQUIRED. THE CONSTRUCTION OF THE PROJECT'S IMPROVEMENTS WILL NOT RESULT IN ADDITIONAL RUNOFF VOLUMES THAT REQUIRE STORMWATER QUALITY OR QUANTITY CONTROLS. CONSEQUENTLY, NO STORMWATER TRAPS OR BASINS ARE REQUIRED. TEMPORARY SEEDING AND SURFACE RESTORATION WILL BE PERFORMED AS WATER MAIN INSTALLATION PROCEEDS. FINAL RESTORATION WILL FOLLOW TESTING, DISINFECTION, AND ACCEPTANCE OF THE NEW WATER MAINS BY THE ACSA. G. CRITICAL AREAS THERE ARE NO CRITICAL AREAS WITHIN THE BOUNDARIES OF THIS PROJECT. H. SEQUENCE OF CONSTRUCTION 1. NOTIFY THE ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTOR IN WRITING SEVEN DAYS PRIOR TO COMMENCING CONSTRUCTION OF THIS PROJECT. THE INSPECTOR WILL NOTIFY THE COUNTY'S DEPARTMENT OF ENVIRONMENTAL ENGINEERING 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 ALBEMARLE COUNTY SERVICE AUTHORITY AND COUNTY ENVIRONMENTAL ENGINEERING 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. PROVIDE TEMPORARY SEEDING AND STRAW TO DISTURBED AREAS AT THE END OF EACH WORK DAY. 7. TEST WATER MAINS, CONNECT NEW WATER SERVICE CONNECTIONS TO EXISTING METERS, AND OVERFILL EXISTING ROADS. 8. NO STOCKPILE IS ANTICIPATED FOR THIS PROJECT. 9. UPON COMPLETION OF WORK, APPLY PERMANENT SEEDING TO ALL DISTURBED AREAS. 10. NOTIFY THE ALBEMARLE COUNTY SERVICE AUTHORITY AND ENVIRONMENTAL ENGINEERING INSPECTORS WHEN ALL WORK IS COMPLETE. 11. WHEN DISTURBED AREAS ARE STABILIZED TO THE SATISFACTION OF THE INSPECTORS AND THE ENGINEER, REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES. GENERAL EROSION AND SEDIMENT CONTROL NOTES: 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. DATE I BY I REVISIONS GENERAL EROSION AND SEDIMENT CONTROL NOTES: (CONT.) 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE 0 SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 8OLBS/10OSF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/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 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIR 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 DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. Whitman, Requardt & Associates, LLP 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 1992 3.02 STONE/ /ENTRANCE M MIN. EXISTING � I-11 11 IL JI V=� _ II II II II -II--- - - SIDE ELEVATIONer EXISTING WASHRA CIA IV MIN. _ I ;,;. 12' MIN, II IIIIII EXISTING PAVEMENT 01 POSITIVE COURSE AGGREGATE D To SECIMENT TRAPPM DEVICE MUST EXTEND FULL VAOTH OF INGRESS AND EGRESS PLAN VIEW OPERARION SECTION CONCRETE TRAIN SPACE SECTIONREINFORCED Source: Adapted from 1983 Maryland Standards for Soil Paosion and Sediment Control, and Va. DSWC CE III-9 1992 320 Source: Va. DSWC Plate 3.20-1 III - 187 90% SUBMITTAL NOT TO BE USED FOR CONSTRUCTION 1992 BOARD FENCE Plate 3.02-1 FENCING AND POM 00 so �iLMIN ~ WM 00 1992 3.05 CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4'X C TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6'MAX. j �.i FLOW� m m 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT TO STAKES AND EXTEND THE EXCAVATED SOIL. IT INTO THE TRENCH. FLOW SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) I I I I :'P' ..' \/ A FLOW} B A \\ / IIIII�I I POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) Source: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control. Sherwood and Wyant SF III - 25 ORING „m CORD FENCE ^'GAM -PLASTIC FENCE CORRECT METHODS OF TREE FENCING CORRECT TRUNK ARMORING MN TRIANGULAR BOARD FENCE Source: Va. DSWC TP III - 401 SCALE: HORIZ: N/A VERT.: N/A DATE: APRIL 2022 DESIGNED: E.E.B. DRAWN: E.E.B. CHECKED- C.EL PROJECT NO.' 46480-025 3.38 Plate 3.05-2 SILT FENCE CULVERT INLET PROTECTION 04DYJNL TOE OF FlLL CULVEWF TOE OF FILL SILT FENCEi��_ � DISTANCE IS 9' MINIMUM IF FLAW 1 IS 70WARD EMBANKMENT LFLOW OPTIONAL STONE COMBINATION FL01Y h' _ 2S' �VDOT P. #337. #5, /Sa OR /S7 COARSE AGGREGATE CLASS I RIPRAP TO REPLACE SILT FENCE IN 1gRSESNOE' WHEN NIGH VELOCITY OF FLAW IS EXPECTED MM' ADAPTED fm VOOT Shedard %mb OW Va. WK PLATE. 3.08-1 Plate 3.38-2 CULVERT INLET PROTECTION ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 SCOTTSVILLE PHASE 4 - WATER MAIN REPLACEMENT EROSION AND SEDIMENT CONTROL NOTES AND DETAILS SHEET 23 OF 23