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HomeMy WebLinkAboutWPO201100012 Plan - Water Main Replacement 2011-06-23SHEET SHEET INDEX TITLE. AL . BEMARLE COUNTY SERVICE AUTHORITY WEST LEIGH WATER MAIN REPLACEMENT - PHASE 2 1 . TITLE SHEET, LOCATION PLAN AND SHEET INDEX 2. KEY SHEET 3. LEGEND, ABBREVIATIONS & GENERAL NOTES 4. KINGSTON ROAD AND WILLISTON DRIVE PLAN AND PROFILE STA. 10+00 TO STA. 21+50 5. WILLISTON DRIVE PLAN AND PROFILE STA. 21+50 TO STA. 33+50 6. WILLISTON DRIVE AND EMERSON DRIVE PLAN AND PROFILE STA. 33+50 TO STA. 45+50 7. EMERSON DRIVE PLAN AND PROFILE STA. 45+50 TO STA. 61+50 8. EMERSON DRIVE PLAN AND PROFILE STA. 61+50 TO STA. 71+13.08 9. WILLISTON DRIVE PLAN AND PROFILE STA. 10+00 TO STA. 14+21 WILLISTON COURT STA. 10+00 TO STA. 13+84 10. D ETAI LS 1 1 . D ETAI LS 12. EROSION AND SEDIMENT CONTROL NOTES AND) DETAILS +�t I 4 n' �r !�� LOCATION MAP SCALE: 1" = 1 000' JANE 2011 y. WHITMAN, REQ) UARD T AND ASSOCIATES, LLP Engineers„ Architects and Planners 9030 Stony Point Parkway, Suite 220 FAX: 272-8897 (804) 272-8700 RICHMOND, VIRGINIA www. wraZlp. com Harnsflnburg ' C, lvri. rri.{H, 29',._ tir Cl PtrJeltFl �` —. S � t 1adi5rn �11i1�~ 3400 1230 D R0J � j mcutt, r t/2a4'nd 814 r Crttivmra arba{ir I a x _ ;:: 3ty'brdaris; rile ..hornburq J Was ;r Osb-rC w � ?� trevlli�ns F.,rtla�e 1 I ndturst, c'2ntera .Ifs , Charlottesville i .. t.ouisa Y ,j fvlineral I ays ^i an ros ra is hs, ' qurnpa : Das eIl "V 4s lu r k i51F .. `yl:5n,4nt {6fi 71 re el:r - Lwingster. o Schuyler Fax Jl.ron t"dm nrirq kS Shct an 1 ring;ptt `27t t'rnten ry Ra I.o Ile Q i yruraniy t icF I�rtd � r y{Wingina 9 4v� V .r -Pi mn '*; r VICINITY MAP NO SCALE Akll VE ;erre r rWivelopmerit Depwiment Dole. WHITMAN, REQ) UARD T AND ASSOCIATES, LLP Engineers„ Architects and Planners 9030 Stony Point Parkway, Suite 220 FAX: 272-8897 (804) 272-8700 RICHMOND, VIRGINIA www. wraZlp. com Harnsflnburg ' C, lvri. rri.{H, 29',._ tir Cl PtrJeltFl �` —. S � t 1adi5rn �11i1�~ 3400 1230 D R0J � j mcutt, r t/2a4'nd 814 r Crttivmra arba{ir I a x _ ;:: 3ty'brdaris; rile ..hornburq J Was ;r Osb-rC w � ?� trevlli�ns F.,rtla�e 1 I ndturst, c'2ntera .Ifs , Charlottesville i .. t.ouisa Y ,j fvlineral I ays ^i an ros ra is hs, ' qurnpa : Das eIl "V 4s lu r k i51F .. `yl:5n,4nt {6fi 71 re el:r - Lwingster. o Schuyler Fax Jl.ron t"dm nrirq kS Shct an 1 ring;ptt `27t t'rnten ry Ra I.o Ile Q i yruraniy t icF I�rtd � r y{Wingina 9 4v� V .r -Pi mn '*; r VICINITY MAP NO SCALE Akll VE ;erre r rWivelopmerit Depwiment Dole. 1--2 I I cru Arai sz= 3 11 cam ccy LLW LLLU a I I WD �r- DAK9 C WILLIM/ de DA140 HNPPEL iD.B. 1922,, T-0. 703 PLAT 00 722, PC 36 OB 995, PG. 519 TMW5 T. WHARTON & CATHERINE B JYHIARTON 00 2764, PC. /81 PLAT. OB J85, PC 519 �4AR,lEE 84RTO L , EE 0" THE RE 94RTOL TRUST 87 PC J62 'T.- 00 721, PC 1d ay 385 PG. A ro NM A o59ba,��01300 Li4N/�f6�'r9"W/CC/NS & AL/CE K WOWS 00 7135, PG 274 PIAT 99, 385, P& 518 ✓Ad1ES C R RY D. Wil! PLAT. v Q�e N��t iFS� � % t f!! Qf 1��*01-02-00-00600 -02-00-00900PH P. ANTONELLI 569, PG 581 ! 05901-02-00-03100 OB 355, PC 519 ! 05901-OZ-GYJ-OJIAO MAX C KENNEDY 621 TRUSTEES FOR THE WB. 95, PC. O,VIRGINIA LANG TRUST PIAT. OB 631, PG. 47JOB 799, PG 433D.B. 385, PG 519PLAT. OB. JB5, PC 519 <`F�P SUSAN✓ PARK Y. 3263, PC 437 PLAT.'OB 385, PC 519 �' •05901-02-00-00640 % �--�' PAUL E. ALLAIRE JANET H &MIRE 0B 994, PC. 549 ` _-�--- F901-02-00-00700 PVT dR 385, ( C. GARNER & $F"+"4t 9 059C1-02-00-00600 d& L H/CDEBRAND a PAUL E ACLAIRE & a4 0. 1870, PC 313 Sk 1� ✓frY. ALLAIRE "OB 385, PC 519 OH 994, PO,549 \ l' PLAT OLd+ mFM,��,�`K an N ys 059CI-02-00-02000 50%INTEREST CH4RL£5 W. RIVERS 501 /NTREST TRUSTEE OF THE CHARLES W RVERS REV ARE OECLAR4A0N OF TRUST D.B. 1903, PG. 565 PLAT 09 385, PC 511- 059C7-02-00-01600 ALAN SCOUTEN & \ BRIAN OAVENSBY & MARGARET SCOUTEN BRUMN 8LACKW" OB 1893, PC. 93 O.B. 2197 PG. 15 05901-02-00-01900 PLAT. 0B. J85, PG 516 501 INTEREST CHARLES W. RIVERS 08 389, PC 518�- 501 INTEREST TRUSTEE OF THE OB. 1480, PC 36 CHARLES W RIVERS 05901-02-07-01700 REN7CABLE DECLARATION OF TRUST EDGAR E. NORMEM, ✓R & 0.6 190J, PC 565 54RA 91,4A 000 NORMENT 00 2388, PC. 654 'I PIAT OB. J95, PC. 518 PLAT.• 9.B J95, PG 519 CAL,-'WV15-R1&Z GAN OB 749, PC 42J / PLAT• 09 607, PG 264 OB 17J0, 742 O.B 965, PC 516/ y�w'I , \ BRIAN OAVENSBY & 05901` 01400 THEMIJW, IS KAR40L/ & BRUMN 8LACKW" OB 1893, PC. 93 DENISE KARAOLI PLAT 08 46.W PC 570,• 00 2195, PC 237 PLAT.• 09, 2195, PC 241,• \ 00 J85, P0. 518 08 389, PC 518�- PLAT.- 00 385, PG 516 \ 059C1-02-00-03407 M4MAIEN M MATHEW & Py�� /iy1 OS.�Cf 2-00-03000 MICHAEL E BURNS & ANF,C BURNS 09. 631, PC 470 PLAT.• OB 01,, PC 473,' OB 395, PG 519 059C1-01-00-01600 YAMS & ✓EANNI OB 1175, PC 1J9 PLAPOB 1175, PC 1410,• 09 385, PG 516 OENISE M A/ATHEW OB. 191, �i4�+t'3' 05907-01-00-0,M PIAT OB 18 JAMES G ROB/NSON & 059C7-01-00-0600 MARY A. ROBINSON PLAT.- 00 385, PG 516 OB. 1480, PC 36 WEST LEIGH WATER MAIN REPLACEMENT - PHASE 2 KEY SHEET PLAT. 92"11 y'y f ^. 519 05907-02-07-103500 0.0 JIJ7, 158 PIAT AM+'� 5>B 05902-02-00-02500 Py�� /iy1 OS.�Cf 2-00-03000 MICHAEL E BURNS & ANF,C BURNS 09. 631, PC 470 PLAT.• OB 01,, PC 473,' OB 395, PG 519 059C1-01-00-01600 YAMS & ✓EANNI OB 1175, PC 1J9 PLAPOB 1175, PC 1410,• 09 385, PG 516 94REF04T & AL/SON K BELL eems� ' OB 2811, PC 374 0' 02YOO PLAT' D.B 385, PC. 519 MICH,P'P. BURNS & ✓ANE K BURNS D.B. 599, PC 502 PLAT- D.B J85, PC 5197 I059CI-02-00-00400 MOON E. IMN& LINDA L. HLAHN OB. PC 31 05901-01-00-07540 PLAT.• OB 23IJ CHNRLES L. HALSTEAD & ✓FAN R HKSIFAD OB 1025, M. 657 PLAT.• 08 43 91' OB. 3 9 n ¢N�An d msa-az-to-aeu7 CPw' F. M:.YIXI! k Od f&J, M. 6' Fur. as .ut X sie p �s � F,�d.Gb-018[X7 'S 0%�.��I. P00-0a27C0 JHE✓AVefH, LEE RElKX^ABLETRUST 0B. 3444, PC 156 AIATOR 05,, X 519 T HENRY IL h YM/LY OB. 1528,"" C. 390 PLAT. 08 J85, PC. 518 059C1-01-07-00990 HENRY P. WILLAY5,, U/ & AWILYN WILLLAMS OB 1528, PC 390 PLAT.' 08 1197, PC 70 059C2-02-00-02200 EDWMD A. WAYNE, ✓R & Albemarle County Service Authority 168 Spotnap Road Charlottesville, Virginia 22911 \ 059C7-01-00-0600 05907 PLAT.- 00 385, PG 516 TRUSTEE OF THE JUDITH CECCER WEST LEIGH WATER MAIN REPLACEMENT - PHASE 2 KEY SHEET SCHER RECOC49ZE TRUST ACREEMENT 05907-02-07-103500 0.0 JIJ7, 158 PIAT AM+'� 5>B 05902-02-00-02500 \ ✓011N W. MILLICAN &� - OON4L0 V. OTM -55lMO & G CAL,-'WV15-R1&Z GAN OB 749, PC 42J / PLAT• 09 607, PG 264 OB 17J0, 742 O.B 965, PC 516/ PLAT e,w,, FPC 518 \ 94REF04T & AL/SON K BELL eems� ' OB 2811, PC 374 0' 02YOO PLAT' D.B 385, PC. 519 MICH,P'P. BURNS & ✓ANE K BURNS D.B. 599, PC 502 PLAT- D.B J85, PC 5197 I059CI-02-00-00400 MOON E. IMN& LINDA L. HLAHN OB. PC 31 05901-01-00-07540 PLAT.• OB 23IJ CHNRLES L. HALSTEAD & ✓FAN R HKSIFAD OB 1025, M. 657 PLAT.• 08 43 91' OB. 3 9 n ¢N�An d msa-az-to-aeu7 CPw' F. M:.YIXI! k Od f&J, M. 6' Fur. as .ut X sie p �s � F,�d.Gb-018[X7 'S 0%�.��I. P00-0a27C0 JHE✓AVefH, LEE RElKX^ABLETRUST 0B. 3444, PC 156 AIATOR 05,, X 519 T HENRY IL h YM/LY OB. 1528,"" C. 390 PLAT. 08 J85, PC. 518 059C1-01-07-00990 HENRY P. WILLAY5,, U/ & AWILYN WILLLAMS OB 1528, PC 390 PLAT.' 08 1197, PC 70 { ✓AdfES M VANH100K & \ V INGEBORG VQ}Y(f(�OK y O B 1001; �L PLAT.` 0..9 059C2-02-00-02400 "01-00-002019 ROBERT S 019SON & q,° 0/ V. M455/MO & A(4RY E. C/BSON ,IIq M DIMASS/MO OB 708, PC 443y 0.R 149, PC 42J PLAT.- 0B H5, PO. 519 PIA.' OB 530, PG J20• I 08 385, PC 519 05967-02-00-OJ9GYJ".,� JOSEPH W. RICHMOND, ✓R & 0550'2-01-00-00100 PAIR/C/A B RICHMOND '� ,�� JOHN ✓. XMINC OB /4Aum - \� 11HEN M CORNING l "LAT., 007 �tQ. 664 00 •\` 64 O 818, PG 419 J ,_._.,\ �,:5:' PLAT. B 00 530, PC 320, xi s, A \ '•� �'v '/, OB J95, PC 518 059C1-01-667-OJ700, \, / THOMAS ✓. ZAWRIK & VALERIE A, NEWCOMB 05902-01-00-0710 09 1272, PC 212 J / PETER ✓ SEVC/K & PLAT. OB IB59, PC 664 �\ �'• ,/ + b, MARY F. MARTIN OB J85, PC 518 09. 2510, PG. 40 ---01-00-061AO '•S CAT OB ,TBS, PC 51 L'L D S WALKER & �.� wwy,�� HAZEL S WALKER 29.9. 744, PG 657 GO .� PLAT.- 08. 452 PG 491 J 0, ' 05901-01. LR41100 \ SH H /RLEY GERMAN LMNC TRUST \\ 00 3190, P0. 176 /- PLAT OR 385, PC 5y 059.11-02-00-07100 ,408ERT F. BEOFORO & ,PITH ANDREWS BEDFORD 00 1652, PC 354 FIAT 0.8 J85, PG -518, NO. DATE BY REVISIONS 059C2-02-00-02200 EDWMD A. WAYNE, ✓R & Albemarle County Service Authority 168 Spotnap Road Charlottesville, Virginia 22911 CARO(/NE 0 WAYNE 199 558, X 508 05907 PLAT.- 00 385, PG 516 -OZ -00-02100 TRUSTEE OF THE CVRLES W RIVERS WEST LEIGH WATER MAIN REPLACEMENT - PHASE 2 KEY SHEET REVOCABLE DECLARATION OF TRUST 08 7903, PC 565 P[AT. OB. 385, a: 518 05902-02-00-02500 - OON4L0 V. OTM -55lMO & G AARW M D/MASS1MO OB 749, PC 42J / PLAT• 09 607, PG 264 OR " O.B 965, PC 516/ { ✓AdfES M VANH100K & \ V INGEBORG VQ}Y(f(�OK y O B 1001; �L PLAT.` 0..9 059C2-02-00-02400 "01-00-002019 ROBERT S 019SON & q,° 0/ V. M455/MO & A(4RY E. C/BSON ,IIq M DIMASS/MO OB 708, PC 443y 0.R 149, PC 42J PLAT.- 0B H5, PO. 519 PIA.' OB 530, PG J20• I 08 385, PC 519 05967-02-00-OJ9GYJ".,� JOSEPH W. RICHMOND, ✓R & 0550'2-01-00-00100 PAIR/C/A B RICHMOND '� ,�� JOHN ✓. XMINC OB /4Aum - \� 11HEN M CORNING l "LAT., 007 �tQ. 664 00 •\` 64 O 818, PG 419 J ,_._.,\ �,:5:' PLAT. B 00 530, PC 320, xi s, A \ '•� �'v '/, OB J95, PC 518 059C1-01-667-OJ700, \, / THOMAS ✓. ZAWRIK & VALERIE A, NEWCOMB 05902-01-00-0710 09 1272, PC 212 J / PETER ✓ SEVC/K & PLAT. OB IB59, PC 664 �\ �'• ,/ + b, MARY F. MARTIN OB J85, PC 518 09. 2510, PG. 40 ---01-00-061AO '•S CAT OB ,TBS, PC 51 L'L D S WALKER & �.� wwy,�� HAZEL S WALKER 29.9. 744, PG 657 GO .� PLAT.- 08. 452 PG 491 J 0, ' 05901-01. LR41100 \ SH H /RLEY GERMAN LMNC TRUST \\ 00 3190, P0. 176 /- PLAT OR 385, PC 5y 059.11-02-00-07100 ,408ERT F. BEOFORO & ,PITH ANDREWS BEDFORD 00 1652, PC 354 FIAT 0.8 J85, PG -518, NO. DATE BY REVISIONS WHITMAN, REQUARDT AND ASSOCIATES, LLP Engineers, Architects and Planners 9030 Stony Point Parkway, Suite 2219 (804) 272-8700 RICHMOND, VIRGINIA FAX: 272-8897 www.wralt . com SCALE: HORIZ.: 1 "=200' VERT.: N/A DATE: JUNE 2011 DESIGNED: C•E•L DRAWN: R.E.M. CHECKED- D.J.S. PROJECT NO.: 46436 Albemarle County Service Authority 168 Spotnap Road Charlottesville, Virginia 22911 SHEET 2 of 12 WEST LEIGH WATER MAIN REPLACEMENT - PHASE 2 KEY SHEET 0 0 N 0 0 Q- NO. w Li i v 0 0 Q i 0 0 CD CDC - z EXISTING # Airport Runway Light 9 Gas Line Marker o Airport Navigation Aid © Gas Manhole +96.3 Airport Obstruction Spot e Gas Meter E) Airport Symbol - Miscellaneous Telephone Gas Valve Sign Antenna © Gas Well j Bench Mark o Golf Course Symbol-Miscell 3. Z Tronsmiission Tower BALL VALVE X Bollard ® Grate Traffic Signal Boundary Marker OD Guy Pole O Bush Unidentified Object Guy Wire Post ® Cable Marker (Text indicates type) o HVAC Unit Valve -(Unidentified 3909383.80 ® Vent Pipe 0 Capstan I Hydrant aI Catch Basin. (Depicted as built) E91 Lamp ® Drain Inlet -4 Light Pole ® Drain Inlet -Circular W-61 Mail Box E Cleat O Manhole OControl -Horizontal Photo. 0 Metal Cover O Control -Vertical Photo. ® Meter -Unidentified C Culvert Headwall m Miscellaneous Pole < Culvert Pipe a Monitoring Well 8. Dolphin z�, Monument COORDINATE GRID, SOUTH ZONE, NORTH AMERICAN DATUM OF 1983 (NAD 83). Electric Box o Navigation Aid ® Electric Manhole :o Navigation Aid -Lighted FOOT OR FEET Electric Meter SQUARE YARD FORCE MAIN ST, STL, S. S. EP 10. Parking Meter ® Fill Cap STL EX p Flag Pole FLG Post o Fuel Line Marker O Property Corner TO BE DETERMINED Fuel Line Marker CONSTRUCTION SHALL BE REPLACED AT ORIGINAL CONDITION AS SHOWN ON THE DETAILS. SEE SHEET 11. Pump INVERT Fuel Valve o Railroad Signal CL/STREAM GAL JOINT 36.5 Centerline Elevation of Stream 14. PRIOR TO ANY EXCAVATION, CONTRACTOR SHALL HAVE MATERIALS ON SITE TO REPAIR EXISTING A/C WATERLINE, AND Existing Contours Above Ground Cable TV Line Above Ground Electric Line Underground Fuel Line Above Ground Telephone Line Underground Gas Line Underground Steam Line Wetlands LEGEND Line Patterns (SOME SYMBOLS SHOWN MAY NOT BE USED) -----35----- Proposed -----------34---------- Contours C Underground Cable TV Line 35 A OHP OHP Underground Electric Line Underground 15 CMP Storm Drain Line T Underground ....._,.. ... s. _..,,..__._.T_. Telephone Line Underground W W Water Line S Property Boundary Road R/W Easement PROPOSED EASEMENTS - - - LIMITS OF CONSTRUCTION - - - - - - - PROPOSED PAVING ABANDONED IN PLACE SPOT ELEVATION +125.50 BORING _V_1 TEST PITS-' VALVE ►/ FIRE HYDRANT ASSEMBLY -* WATER MAIN WATER SERVICE CONNECTION WSC UTILITY STREAM CROSSING i/ 2 EROSION AND SEDIMENT CONTROL (SOME SYMBOLS SHOWN MAY NOT BE USED) SAFETY FENCE _,X_,(_,X_)X_ TEMPORARY STONE CONSTRUCTION CE ENTRANCE STRAW BALE BARRIER SILT FENCE sF -x-x-x-x- STORM DRAIN INLET ®IP PROTECTION CULVERT INLET A ciP PROTECTION TREE PRESERVATION TP j AND PROTECTION �✓ TP TEMPORARY SEEDING PERMANENT SEEDING Ps OUTLET PROTECTION Underground S GENERAL WATER & SEWER CONDITIONS Sanitary Sewer tine _X x - Depression Obscured Depression -_ R/W And Property Boundary- - - - - - - - 1 Railroad - Active DATE I BY Guardrail REVISIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) Treeline INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. Brushline 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS, AND WHERE SHOWN, ARE ONLY APPROXIMATELY Water CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. Fence 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER & SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ALBEMARLE Railroad Abandon COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. Existing Edige of Pavement (EP) 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (DIAL 811 OR 1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS, AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEAD-END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. GENERAL NOTES 1. ALL CONSTRUCTION MATERIALS AND INSTALLATION SHALL CONFORM TO THE LATEST EDITION OF STANDARDS, FOR THE LEGEND Symbology AMERICAN ASSOCIATION OF ►si (NOT ALL SYMBOLS MAY BE SHOWN ON PLANS) HIGHWAY TRANSPORTATION OFFICALS Railroad Switch Box ss Sanitary Sewer Manhole 2. Satellite Dish Telephone ALTERNATE Sign Telephone Manhole 9X3 Spot Ellevation Telephone Pedestal ® Steam Cover Transmiission Pole 35 A OHP OHP Underground Electric Line Underground 15 CMP Storm Drain Line T Underground ....._,.. ... s. _..,,..__._.T_. Telephone Line Underground W W Water Line S Property Boundary Road R/W Easement PROPOSED EASEMENTS - - - LIMITS OF CONSTRUCTION - - - - - - - PROPOSED PAVING ABANDONED IN PLACE SPOT ELEVATION +125.50 BORING _V_1 TEST PITS-' VALVE ►/ FIRE HYDRANT ASSEMBLY -* WATER MAIN WATER SERVICE CONNECTION WSC UTILITY STREAM CROSSING i/ 2 EROSION AND SEDIMENT CONTROL (SOME SYMBOLS SHOWN MAY NOT BE USED) SAFETY FENCE _,X_,(_,X_)X_ TEMPORARY STONE CONSTRUCTION CE ENTRANCE STRAW BALE BARRIER SILT FENCE sF -x-x-x-x- STORM DRAIN INLET ®IP PROTECTION CULVERT INLET A ciP PROTECTION TREE PRESERVATION TP j AND PROTECTION �✓ TP TEMPORARY SEEDING PERMANENT SEEDING Ps OUTLET PROTECTION Underground S GENERAL WATER & SEWER CONDITIONS Sanitary Sewer tine _X x - Depression Obscured Depression -_ R/W And Property Boundary- - - - - - - - 1 Railroad - Active DATE I BY Guardrail REVISIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) Treeline INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. Brushline 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS, AND WHERE SHOWN, ARE ONLY APPROXIMATELY Water CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. Fence 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER & SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ALBEMARLE Railroad Abandon COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. Existing Edige of Pavement (EP) 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (DIAL 811 OR 1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS, AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEAD-END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. GENERAL NOTES 1. ALL CONSTRUCTION MATERIALS AND INSTALLATION SHALL CONFORM TO THE LATEST EDITION OF STANDARDS, FOR THE Steam Manhole AMERICAN ASSOCIATION OF ►si Steam Valve HIGHWAY TRANSPORTATION OFFICALS 0 Storm Drain Manhole AIR RELEASE VALVE `I' Swamp / Marsh 2. � Telephone ALTERNATE O Telephone Manhole ASSEMBLY D Telephone Pedestal AT �EM Transmiission Pole 3. Z Tronsmiission Tower BALL VALVE 0 Traffic Signal Box BLOW OFF THE CONTRACTOR SHALL ADJUST THEM TO THE FINAL ROAD GRADES. Traffic Signal BUTTERFLY VALVE OD Tree 4. O Unidentified Object CHECK VALVE 0 Utility (Pole CLASS >a Valve -(Unidentified 3909383.80 ® Vent Pipe CLEARANCE ® Water (Manhole CAST IRON ® Water (Meter 5. FINAL ACCEPTANCE BY ACSA SHALL NOT BE MADE UNTIL ALL WORK SHOWN ON CONTRACT DRAWINGS AND Water Tap TBM INCLUDED IN THE SPECIFICATIONS IS COMPLETED INCLUDING PAVING, GRADING, TESTING AND ALL REQUIRED Water Well #28 ADJUSTMENTS. CI EL=47.24 ROW Traverse and Temporary Bench Mark 35 A OHP OHP Underground Electric Line Underground 15 CMP Storm Drain Line T Underground ....._,.. ... s. _..,,..__._.T_. Telephone Line Underground W W Water Line S Property Boundary Road R/W Easement PROPOSED EASEMENTS - - - LIMITS OF CONSTRUCTION - - - - - - - PROPOSED PAVING ABANDONED IN PLACE SPOT ELEVATION +125.50 BORING _V_1 TEST PITS-' VALVE ►/ FIRE HYDRANT ASSEMBLY -* WATER MAIN WATER SERVICE CONNECTION WSC UTILITY STREAM CROSSING i/ 2 EROSION AND SEDIMENT CONTROL (SOME SYMBOLS SHOWN MAY NOT BE USED) SAFETY FENCE _,X_,(_,X_)X_ TEMPORARY STONE CONSTRUCTION CE ENTRANCE STRAW BALE BARRIER SILT FENCE sF -x-x-x-x- STORM DRAIN INLET ®IP PROTECTION CULVERT INLET A ciP PROTECTION TREE PRESERVATION TP j AND PROTECTION �✓ TP TEMPORARY SEEDING PERMANENT SEEDING Ps OUTLET PROTECTION Underground S GENERAL WATER & SEWER CONDITIONS Sanitary Sewer tine _X x - Depression Obscured Depression -_ R/W And Property Boundary- - - - - - - - 1 Railroad - Active DATE I BY Guardrail REVISIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) Treeline INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. Brushline 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS, AND WHERE SHOWN, ARE ONLY APPROXIMATELY Water CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. Fence 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER & SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ALBEMARLE Railroad Abandon COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. Existing Edige of Pavement (EP) 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (DIAL 811 OR 1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS, AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEAD-END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. GENERAL NOTES 1. ALL CONSTRUCTION MATERIALS AND INSTALLATION SHALL CONFORM TO THE LATEST EDITION OF STANDARDS, FOR THE PLANS) AMERICAN ASSOCIATION OF ALBEMARLE COUNTY SERVICE AUTHORITY, (ACSA) AND/OR THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) UNLESS AASHTO HIGHWAY TRANSPORTATION OFFICALS NOTED OTHERWISE ON THE PLANS OR IN THE SPECIFICATIONS. MECHANICAL JOINT AIR RELEASE VALVE MIN ARV 2. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE SERVICE AUTHORITY CONSTRUCTION MANAGER AND INSPECTOR AR/ARV ALTERNATE TO SCHEDULE A PRE -CONSTRUCTION MEETING AT LEAST 72 HOURS PRIOR TO STARTING ANY WORK ON THIS PROJECT. NORTH ASSEMBLY CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. ALT AT NITC ASSY 3. CONTRACTOR SHALL INCLUDE IN THE APPLICABLE BID PRICE, THE COST OF LOCATING AND UNCOVERING ALL STORM NOT TO SCALE BALL VALVE SEWER MANHOLES, STORM DRAIN INLETS AND GRATES, AND VALVE BOXES. PRIOR TO THE COMPLETION OF ALL PAVIING, NUMBER BLOW OFF THE CONTRACTOR SHALL ADJUST THEM TO THE FINAL ROAD GRADES. BF BUTTERFLY VALVE OD BV 4. EXISTING UTILITIES ARE SHOWN ONLY IN APPROXIMATE LOCATIONS ON THE PLANS BASED ON AVAILABLE RECORDS AND BO CHECK VALVE FIELD SURVEYS. CONTRACTOR SHALL, ON HIS OWN INITIATIVE AND AT NO ADDITIONAL COST TO THE OWNER, LOCATE ALL BFV CLASS UNDERGROUND LINES AND STRUCTURES AS NECESSARY. CONTRACTOR SHALL CALL "MISS UTILITY" @ 811 PRIOR TO POUNDS PER SQUARE INCH 3909383.80 CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FOR ANY DAMAGE AND REPAIR TO ANY UTILITY LINES OR PROPERTY LINE CLEARANCE STRUCTURES, BY COMPLYING WITH THE REQUIREMENTS OF THE UTILITY OWNERS. CV CAST IRON RWTM CL 5. FINAL ACCEPTANCE BY ACSA SHALL NOT BE MADE UNTIL ALL WORK SHOWN ON CONTRACT DRAWINGS AND CLR CORPORATION STOP INCLUDED IN THE SPECIFICATIONS IS COMPLETED INCLUDING PAVING, GRADING, TESTING AND ALL REQUIRED REQUIRED CONNECTION ADJUSTMENTS. CI CUBIC YARD ROW CONC 6. THE ENGINEER WILL INSPECT ALL PIPELINES, AND APPURTENANCES THERETO, AS SHOWN ON THE APPROVED UTILITY CORP. STOP DUCTILE IRON PLANS, LOCATED WITHIN DEDICATED EASEMENTS AND/OR PUBLIC RIGHT-OF-WAY. CONN DUCTILE IRON PIPE SFM CY 7. CONTRACTOR SHALL RESTORE LIMITS OF WORK TO EXISTING GRADES AND REINSTALL ALL MAILBOXES, FENCING, DIA EAST LANDSCAPING, LIGHT AND POWER POLES, DITCHES, ETC. DISTURBED OR TEMPORARILY RELOCATED DURING THE WORK,. SCHEDULE ECCENTRIC SBL DI 8. VERTICAL DATUM IS BASED ON N.A.V.D. 88 FEET. HORIZONTAL CONTROLS ARE BASED ON VIRGINIA STATE PLANE DIP ELEVATION COORDINATE GRID, SOUTH ZONE, NORTH AMERICAN DATUM OF 1983 (NAD 83). ESMT EXISTING ST S E 9. ALL FITTINGS AND APPURTENANCES SHALL BE RESTRAINED, AND BLOCKED WITH CONCRETE THRUST BLOCK PER ACSA ECC FOOT OR FEET STANDARD DETAILS. SQUARE YARD FORCE MAIN ST, STL, S. S. EP 10. CONTRACTOR SHALL REMOVE EXISTING VALVE BOXES AND BACKFILL WITH SAND OR STONE. EL GALLON STL EX 11. ALL WATER MAIN PIPING SHALL BE DUCTILE IRON CLASS 52. 4" DIA. WATER MAIN SHALL BE DUCTILE IRON CLASS 53. FLG GATE. VALVE SCV FT 12. INGRESS AND EGRESS OF ALL PRIVATE DRIVEWAYS TO BE MAINTAINED AT ALL TIMES. DRIVEWAYS DISTURBED DURING TO BE DETERMINED INSIDE DIAMETER CONSTRUCTION SHALL BE REPLACED AT ORIGINAL CONDITION AS SHOWN ON THE DETAILS. SEE SHEET 11. FM INVERT TS FWM 13. IN AREAS WHERE SETTLING HAS OCCURRED, CONTRACTOR SHALL BACKFILL WITH STONE AS DIRECTED BY ACSA GAL JOINT INSPECTOR. GS 14. PRIOR TO ANY EXCAVATION, CONTRACTOR SHALL HAVE MATERIALS ON SITE TO REPAIR EXISTING A/C WATERLINE, AND GV SERVICE CONNECTIONS IN THE EVENT OF DAMAGE AT NO ADDITIONAL COST TO OWNER. HEX LONG USGS ID 15. TRENCHES AND EXCAVATIONS WITHIN ALL ROADS SHALL BE BACKFILLED AND COMPACTED COMPLETELY WITH 21-A INV MANHOLE STONE. SEE SHEETS 11 & 12 FOR DETAILS. IRR 16. FOR WATER INSTALLATIONS WITHIN EXISTING R/W; UTILITY CONTRACTORS MUST NOTIFY ACSA AND THE WEST JT LF MAXIMUM LEIGH ROADS COMMITTEE WHEN INSTALLATION BEGINS SO THAT DENSITY CAN BE TESTED ON TRENCH BACKFILL (95% ASTM. WATER METER D-698 0 OPTIMUM MOISTURE t2%. LG WSC MB 17. CONTRACTOR SHALL PROPERLY NOTIFY ACSA TO ALLOW ACSA, IN TURN TO CONTACT ALL PROPERTY OWNERS TWO (2) MH WEEKS PRIOR TO THE START OF ANY CONSTRUCTION (INCLUDING LAND CLEARING ON PRIVATE PROPERTY). COORDINATE MAR PROPERTY OWNER NOTIFICATIONS WITH ACSA INSPECTOR. MAX 18. WATER SERVICE CONNECTIONS (WSC) DENOTED "WSC" SHALL BE REPLACED PARALLEL TO EXISTING SERVICES, WSC'S ACROSS EXISTING ROADS MAY BE INSTALLED THROUGH TRENCH LESS INSTALLATION METHODS. NO ADDITIONAL EASEWENTS HAVE BEEN OBTAINED BEYOND EXISTING 50' ROAD R/W EASEMENTS OR PERMANENT EASEMENTS SHOWN. 19. DISTURBED DITCHES SHALL BE RESTORED TO EXISTING GRADES AND LINING EXCEPT WHERE EXISTING GRADES RESUU.T IN NEGATIVE GRADES. NEGATIVE GRADES SHALL BE CORRECTED TO PROVIDE POSITIVE GRADES BETWEEN CULVERTS. 20. ALL WATER MAINS SHALL BE INSTALLED WITH A MINIMUM COVER OF 3.5 FEET, 3.5 FEET BELOW EDGE OF PAVEMENT- OR 3.5 FEET BELOW EXISTING GROUND, WHICHEVER IS GREATER. 21. LIMITS OF PAVEMENT REPLACEMENT SHALL EXTEND FROM EXISTING E.O.P. TO CENTERLINE OF TRAVEL LANE IF NEW WATER MAIN IS INSIDE OF EXISTING PAVEMENT BY 3 FT. OR LESS. PAVEMENT REPLACEMENT SHALL EXTEND TO CENTERLINE OF EXISTING ROAD OR TO LIMITS SHOWN IF NEW WATER MAIN IS GREATER THAN 3 FT. FROM EXISTING IE.O.P. NEW PAVEMENT ELEVATION SHALL MATCH EXISTING PAVEMENT WHERE THE TWO MEET. 22. NO WORK ON WEEKENDS OR HOLIDAYS, INCLUDING DAY AFTER THANKSGIVING, WITHOUT WRITTEN PERMISSION FROM ACSA. 23. ALL ROADS EXCEPT CANDLEWYCK DRIVE ARE PRIVATE. CANDLEWYCK DRIVE IS A VDOT MAINTAINED ROAD. 24. PROVIDE 36" CLEARANCE AT ALL STORM DRAIN AND CULVERT CROSSINGS. CONTRACTOR MAY PROVIDE 12" CLEARANCE AT ALL STORM PIPE CROSSINGS IF WATER MAINS ARE INSULATED USING PIPE MANUFACTURER'S SPECIFICATIONS. 25. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIRED BY THE INSPECTOR DUE TO FIELD CONDITIONS AT THE TIME OF CONSTRUCTION. ADDITIONAL MEASURES, IF REQUIRED, WILL BE AT NO ADDITIONAL COST TO ACSA. 26. COORDINATES SHOWN ARE FOR WATER MAIN GEOMETRY AND LOCATIONS OF FITTINGS AND APPURTENANCES STAKEOUT( AND LAYOUT WORK ONLY. FINAL LOCATIONS ARE TO BE CONFIRMED AND DETERMINED BY CONTRACTOR. 27. ALL EXISTING WATER MAINS AND VALVES WILL BE ABANDONED IN PLACE UNLESS OTHERWISE DIRECTED BY ACSA OR THE INSPECTOR. WHITMAN, REQUARDT AND ASSOCIATES, LLP Engineers, Architects and Planners 9030 Stony Point Parkway, Suite 220 FAX: 272-8897 (804) 272-8700 RICHMOND, VIRGINIA www.wrallp. corn ABBREVIATIONS (NOT ALL SYMBOLS MAY BE SHOWN ON PLANS) AMERICAN ASSOCIATION OF MSL MEAN SEA LEVEL HIGHWAY TRANSPORTATION OFFICALS MJ MECHANICAL JOINT AIR RELEASE VALVE MIN MINIMUM AIR RELEASE/AIR VACUUM VALVE NPT AMERICAN NATIONAL TAPER PIPE THREAD ALTERNATE N NORTH ASSEMBLY NBL NORTH BOUND LANE AT NITC NOT IN THIS CONTRACT BLIND FLANGE NTS NOT TO SCALE BALL VALVE NO. NUMBER BLOW OFF OC ON CENTER BUTTERFLY VALVE OD OUTSIDE DIAMETER CENTER LINE PRV PRESSURE REGULATED VALVE CHECK VALVE PROP PROPOSED CLASS PSI POUNDS PER SQUARE INCH 3909383.80 It PROPERTY LINE CLEARANCE 3909247.76 11457400.10 CAST IRON RWTM RAW WATER TRANSMISSION MAIN CONCRETE RCP REINFORCED CONCRETE PIPE CORPORATION STOP REQ'D REQUIRED CONNECTION RJ RESTRAINED JOINT CUBIC YARD ROW RIGHT OF WAY DIAMETER RD ROAD DUCTILE IRON SAN SANITARY DUCTILE IRON PIPE SFM SANITARY FORCE MAIN EASEMENT SS SANITARY SEWER EAST SCHED OR SCH SCHEDULE ECCENTRIC SBL SOUTH BOUND LANE EDGE OF PAVEMENT STA STATION ELEVATION SD STORM DRAIN EXISTING ST S STORM SEWER FLANGE SQ SQUARE FOOT OR FEET SY SQUARE YARD FORCE MAIN ST, STL, S. S. STAINLESS STEEL FINISHED WATER MAIN STD STANDARD GALLON STL STEEL GALVANIZED STEEL STRUCT STRUCTURAL GATE. VALVE SCV SURGE CHECK VALVE HEXAGON TBD TO BE DETERMINED INSIDE DIAMETER TRANS TRANSMISSION MAIN INVERT TS TEST STATION IRRIGATION LINE TYP/TP TYPICAL JOINT UD UNDER DRAIN LINEAR FOOT (FEET) UGE UNDERGROUND ELECTRIC LONG USGS UNITED STATES GEOLOGICAL SURVEY MAILBOX VDOT VIRGINIA DEPARTMENT OF TRANSPORATION MANHOLE W WATER OR WEST MANUAL AIR RELEASE WM WATER MAIN MAXIMUM W/M WATER METER W/V WATER VALVE WSC WATER SERVICE CONNECTION W/ WITH W/O WITHOUT TRAVERSE AND TEMPORARY BENCHMARK SUMMARY DATA TBM # NORTHERN EASTERN ELEVATION 20 3910541.19 11459150.76 521.50 21 3910595.43 11458980.68 531.97 200 3910392.59 11459108.21 502.26 201 3910211.42 11458925.55 501.84 202 3910022.45 11458766.35 525.25 203 3909906.85 11458508.74 555,90 204 3909738.55 11458347.37 568.00 205 3909534.11 11458224.42 566.38 206 3909493.72 11458050.72 569.59 207 3909490.10 11457704.53 538.29 208 3909383.80 11457553.06 518.25 209 3909247.76 11457400.10 498.67 210 39 9476.69 11457207.47 499.89 212 3909948.30 11457485.64 499.33 213 3910130.54 11457592.30 506.26 214 3910274.07 11457687.03 522.40 215 3910388.76 11457877.87 537.71 216 3910514.82 11457997.51 537.67 217 3910623.00 11458261.28 542.79 218 3910587.64 11458506.32 546.89 219 3910635.15 11458672.22 555.29 220 3910727.82 11458816.83 551.44 281 3910412.64 11459311.78 505.04 282 3910320.56 11459462.56 496.86 283 3910497.89 11459674.35 481.48 284 3910615.89 11459799.60 480.51 300 3910807.38 11458508.40 567.89 301 3910898.50 11458979.56 556.88 302 3910923.70 11459097.10 557.89 303 3910875.08 11458339.81 577.60 SCALE: HORIZ.: NSA Albemarle County Service Authority VERT.: N/A DATE: JUNE 2011 168 Spotnap Road Charlottesville, Virginia 22911 DESIGNED: C.E.L. WEST LEIGH WATER MAIN REPLACEMENT - PHASE 2 DRAWN: R.E.M. CHECKED: D.J.S. PROJECT NO.: 46436 LEGEND, ABBREVIATIONS & GENERAL NOTES SHEET 3 OF 12 • I RWSA 12" WATER MAIN ON RT. 250 GV B EXIST. FH /- EXIST. 12" DIP WATER MAIN I W 059C2-02-00-00100 PETER ✓. 5EVC1K & ABANDON EX. 4" A/C MARY F. MARTIN WATER LINE IN PLAC D.B. 2510, PC. 40 STA 13+54.24 I PLAT- D,B. 385, PG. 518 8"-22 1/2' BEND [STA 13+92.06 N 3910340.9 8"-22 1 2' BEND __/_ -BEND rcur rnn NO. DATE BY REVISIONS %J%A1Aa&0oor WHITMAN, REQUARDT AND ASSOCIATES, LLP Engineers, Architects and Planners 9030 Stony Point Parkway, Suite 220 (804) 272-8700 RICHMOND, VIRGINIA FAX: 272-8897 ll www.wra. corn SCALE: HORIZ.: 1°=50' VERT.: 1'0=5' DATE: JUNE 2011 DESIGNED: C.E.L. DRAWN: R.E.M. CHECKED: U.S. PROJECT NO.: 46436 Albemarle County Service Authority 168 Spotnap Road Charlottesville, Virginia 22911 SHEET 4 OF 12 WEST LEIGH WATER MAIN REPLACEMENT - PHASE 2 KINGSTON ROAD AND WILLISTON DRIVE STA. 10+00.00 TO STA. 21+50.00 / I / I 1 CONSTRUCTION SEQUENCE l 059CI-02-00-03700 059CI-02-00-03600 059C1-02-00-03500 059C1-02-00-03400 059CI-02-00-03300 (1.) LAY WATER MAIN TO GATE VALVE AND l THOMAS J. ZAHORIK & TRUSTEE OF THE JUDITH GELLER JOHN W. MILLIGAN & MAMMEN M. M,4THEW & JAMES C. ROSINSON & FIRE HYDRANT. TEST NEW PIPES / VALERIE A. NEWCOM8 SCHER RECOCABLE TRUST AGREEMENT GAIL SAMMIS-MILLIGAN DENISE M. MATHEW MARY A. ROBINSON AND PUT FIRE HYDRANT IN D• B. 3272, PG. 212 D.B. 3137, PG. 158 D.B. 1730, PG. 742 D.B. 891, PG. 433 D.B. 1480, PG. 36 SERVICE. PLAT.• D.B. 1859, PG. 664 PIA T- D.B. 385, PG. 518 PLAT. D.B. 385, PG 518 PLAT.• D.B. 385, PG. 518 PLAT. 5.9, 385, PG 519 (2.) CLOSE GATE VALVE - KIMBROUGH CIRCLE D.B. 385, PG. 518 (3.) CLOSE GATE VALVE 1 (4.) CUT AND CAP EX. WATER MAIN I DELTA -13'29'39" » 1 - ; ' 1 (5.) LAY WATER MAIN TO 8x8 TEE AND 3 GATE STA 23+31,54 RADIUS -300.00 f VALVES. CONNECT TO EXISTING 8" WATER 8"-22 1/2' BEND TANGENT=35:49' MAIN. RESTRAIN ALL JOINTS. 3 r r N 3910614..1 ARC=70.33 (6.) TEST EXIST. WATER MAIN AND NEW ( ) STA 22+51.5 E 11458605.2 8"x6" TEE WATER MAIN 8"x6 GATE VALVES (7.) OPEN GATE VALVE AT (2) IN2-8" w' ~ TEMP, ESM T FOR 1`� O = 1-6" GATE VALVE I , DELTA= 01'23'04" KIMBROUGH CIRCLE AND AT (3) WATER SERVICE � 1 (8.) REMOVE EXIST. FIRE HYDRANT (f) I RADIUS=600.00 AND CAP & INSTALL CONCRETE �S O 6" DI WATER MAIN » CONNECT TANGENT=7.25 1 ABANDON EX. 4" A/C BLOCK AT THE EXISTING VALVE. It -III W ABANDON EX. 4 A/C - W WATER LINE IN PLACE ARC= 14.48' � � ,:,,� WATER LINE IN PLACE 50' ROAD R/W EASEMENT do8" GATE VALVE D.B. 385, PG. 518-519 50' ROAD R/W EASEMENT / (4) 86 REDUCER D.9. , C. 519-519 /. -''"� lin I✓ CJ) 8" GATE VALVE i '— WILLISTO STA 24+88.23 1 1,.. 4: /%I` - l N �r ; -f. _ �— _ D <+, J j - - _ _ 8x6 TEE 1 CONNECT TO EXISTING �2 \• \ > l' i'�• � .� 'RUCTION, SE UN CET , _ � ( )6" GATE VALVE 8" DI WATER MAIN(15)SEE 'CONC FIRE HYDRANT SEE INSEE nn c�> _77— ION SEQL�CE(7)SEE-CONSTRUCWITH THRUST BLOCK THIS SHEET c(� \ i "\ ;.,-, \�� i ' -i / i % ,,C / �\ �i _- zz , PS_ - :_.; o STA 29-65 � W / \ 7 MP ESM'T OR n n l.> _ .. � r . .= -_-� � -� ��; �_ t � � . - f TEE -- _�\_:�,t -- _�._ - _. . , ,� \• ,, � ,, � --W x6 TEE � / �p z - ,, - <_: a ', <<T - f , � 00 7__� coo WATER SERVICE 8 � �` � 0 � CONNECT 6" GATE VALVE ;t a J - o� C 1 8" GATE VALVE -J STA 22+20.00 ^ � � o p �._ _ r'S: �'�- .- =' ,._ - / \ FIRE HYDRANT fV�` , , / L n � ^ X � h ..._. ' 1 ��\ \; ° '�V-� ��i � ^ , n rte= \ \ DELTA- 55'43 58 = 1 AIR RELEASE VALVE ; <, r+� o 4 RADIUS=440.00' THRUST / ; f TP8"_19! ' _ � l __ \. � -NATER MAIN ��- - j6o RADIUS -440.00_ 059C1-02-00-0 1200 (n , TANGENT=23 .64 ,%'%�=�� ROS�F MAR BARTO TRUSTE = 2 BLOCK Q �►_ \ z G� w „ ARC=427.0% f' Ps ri,i - rn z _ . w OF THE E -` 2 o� h co _ w�--'tJ11N .-�{ 0 ' ,. REVOCABLETEMP. CONSTr.ROSE MARIE EX. 8" WATER MAIN TO ESM'T - RUST KIMBROUGH CIRCLE � - D B 3187, PG 362 _•e _ _ — — — — V b_ 5 AD. B. J852PGP519 6 Q� G4Aj TEMP. ESM'T FOR WATER SERVICE 44 " A'°O2 SEE CONSTRUCTION SEQUENCE E6n DI WATER MAIN DELTA=21'05CONNECT INSET' RADIUS=300.00 -C TEMP. ESM'T FOR TANGENT=55.86, wnTM crpvlrr NOT TO SCALE I NO. I DATE I BY I REVISIONS I &1 t— I I SCALE: WHITMAN, REQUARDT AND ASSOCIATES, LLP Engineers, Architects and Planners 9030 Stony Point Parkway, Suite 220 FAX: 27 (804) 272-8700 RICHMOND, www.wrallp.com ll pww.�,vrallp.co com HORIZ.: 1"=50' Albemarle County SerVICe Authority VERT.: 1 "=50 DATE: JUNE 2011 168 Spotnap Road Charlottesville, Virginia 22911 DESIGNED: C.E.L. WEST LEIGH WATER MAIN REPLACEMENT - PHASE 2 DRAWN: R.E.M. CHECKED: D.J.S. WILLISTON DRIVE PROJECT NO.: 46436 STA. 21+50.00 TO STA. 33+50.00 SHEET 5 OF 12 059C1-02-00-02900 059C1-02-00-03000 MICHAEL E. BURNS & MICHAEL E. BURNS & JANE K. BURNS JANE K. BURNS D. S. 599, PG. 502 D.B. 631, PG. 470 PLAT 0.8. 385, PG. 519 PLAT D.B. 631 PG. 473,- E 11 D.B. 385, PG. 519 059C1-02-00-03300 059C1-02-00-03200 JAMES C. R09INSON & JAMES C. ROBINSON & MARY A, ROBINSON MARY A. ROSINSON n n aeon nn zc n R 1Q19n P( T _ ----- __ __ __.__ NO. DATE BY REVISIONS 07 %j%A1;t&ww00* WHITMAN, REQUARDT A1ND ASSOCIATES, LLP Engineers, Architect's and Planners • 9030 Stony Point Par-kway, Suite 220 FAX.272-8897 (804) 272-8700 RICHMOND, Yr IRGINIA www.wralt . corn SCALE: HORIZ.: 1°=50' VERT.: 1 "=5' DATE: JUNE 2011 DESIGNED: C•E•L DRAWN: R.E.M. CHECKED: U.S. PROJECT NO.: 46436 Albemarle County Service Authority 168 Spotnap Road Charlottesville, Virginia 22911 SHEET 6 of 12 WEST LEIGH WATER MAIN REPLACEMENT -PHASE 2 WILLISTON DRIVE AND EMERSON DRIVE STA. 33+50.00 TO STA. 45+50.00 Fol N O N c 3 I I d - v w w U) / / 0 0 Q / 0 CD0 s \ -02-00-03100 059C1-02-00-03000 059C1-02-00-02900 059C1-02-00-02800 059C1-02-00-02700 059C1-02-00-02600 MAX• C. KENNEDY MICHAEL E. SURNS & MICHAEL E. BURNS & \ COY S. BAREFOOT & THE JANET H. LEES REVOCABLE ERIC F. McKENZ/E & W.B. 95, PG. 621 ✓ANE K. BURNS JANE K BURNS ALISON K BELL TRUST GRACE Y. McKENZIE PLAT.• 0.8. 631, PG. 473,' D.S. 631, PG. 470 I D. 3. 599, PG. 502 \ 0.8. 2811 PG. 374 D.B. 3444, PG. 186 I D. 5. 983, PG. 89 D.B. 385, PG. 519 PLAT.- 0.8. 631 PG. 473,• I PLAT.' D.B. 385, PG: 519 PLAT.' D.B. 385, PG. 519 PLAT.• 09. 385, PG. 519 I PLAT' 06 385, PG. 518 00 D. 9. 385, PG. 519 \ C/) / W \ W \ TWATERESERVICOR I U� I , I STA 59+34.10 CONNECT I +; 6x6 TEE Lo 6" GATE VALVE + JJ ,iarr FIRE HYDRANT WITH THRUST BLOCK �_t` CC 0' STA 46+11.89 / \ ABANDON EX. w UNC - r /; 1 j Fn r r k.J 6"-1 1.25' BEND - F-- �� N 3909292.9 TEMP. ESM'T FOR I 2 PVC / \ \ / `! / / r � � , , ' i-���,.:�— --moi � •, C , ': E 11457359.4 WATER SERVICE I DELTA=19'15'07" WATER PLACES \ T 3= '- P RADIUS=260.00 CONNECT DELTA --17'5617 STA 52+56.10 Tangent=44.10' Y c �— n „ RADIUS=300.00' _: -�- / 6x6 TEE ARC=86.82 , f 7i1 50' ROAD R/W EASEMENT , ,1 v� _ _ 6" GATE VALVE \ TANGENT=47.35 D.S. 385, PG. 518-519 G, !14''x''"f T ? !' % r / % - _ FIRE HYDRANT \ ARC=93.49 t �,-% % TEMPo CONST. _ 'C` a xty�1 n 1 ` Cj` 1 ABANDON EX. 2 PVC DELTA=02'55'42" / 59BF� _ �� ABANDON EX. 6" A C / i - ESM'T U �� \ Z�. WITH THRUST BLOCK / r4'!t1/3 / i Q. v/i r; '- WATER LINE IN PLACE - F/j�� RADI =3 0 WATER LINE IN PLACE r s'/ - 4= i. ) \ b t' - f - `�/l�`, �i DELTA 35'06'35" Q US 00 0 ' , - s,. 1" y � ! TANGENT=7.67-� � �� r 6 DI WATER MAIN �zl'> , SD o RADIUS -400.00' ARC 15 26 _ \ = ^ TE ESM T FOR STA 57+30.00 Qc'<! f._ l TANGENT -126.54' WA R SERVICE 1 AIR RELEASE VALVE _ r,. tP r r ' ?;� \ �i L /, ARC=244.47 ,�, � s � ,/J� r�a7 \ �,� �<• � ( ; i, � ,, ;, , -- , / ! ,I . _ _ _ - ECT f i I i �, o C NN ,�;, i \ CD __ ` �( % i F o� �� 50' ROAD R/W EASEMENT ,w "04.x` ` i. r- � � - � ,��';F /, , � � - - �/ � ^� � DELTA -22'52'29" v � -� F 1 1 `` r I ( - ' %-' f �% fJ % I "( i� �' O. _ C z Lu 6'X / �A� D.B. 385, PG. 518-519 02-00- � . r \ , ra /, w 1- - w RADIUS=375.00�" �� 003A0 GjJ-J! i r ��1 �� ^�X p v' sr x`96' �I , �, ,<,-/ F s HENRY P, WIZ L./AMS, r r.l, lam,"✓? _ .,1 i �,,, x; , / u. TANGENT=75.87 l f �,' , , _ 6 DI WATER MAIN (1rL0 l ! B(j .., . l f !. ° - / / c,� �� "� p �o % ' TS - \( %` Ll V/ "�' ARC -149.27 �r p�� O 9 MARILYN WILLIAMS a y M,T cD rn - 0.8. 15 P . ^• ,\ Q cA W - rr •>� 28, G. 390 O' r, P u� cs x , n TEMP. ES FOR w rn o '' _ r,;,>> �o'40 ,� ¢ -� 6� ;t, ' ' `sd' X d a cv a� r/ > PLAT 0.8. 385, PG. 518 6, DELTA=4713 08 WATER SERVICE o� ^ o ,\' `a - o o -' `r o �� ' 6' lV h O h a O' - / s !i s 1 r i, f/ l' �s rn RADIUS=285.00 u o a w + +'n °' ✓/✓ ; / . r. - 1 1 / ! CONNECT x �>ti ��, ,� / // � � � / / ! ! �� �j'�f � , h ^'� � ,� � ^W � ���,� ,,� >�j , :-� I �., ii• �' p ,��. 2--1✓�;; I Ipu� �/,,rte STA 46+50.80 / /T /; i TANGENT=124.57 a a, o o ,' rn j t 6"-22 1/2* BEND /,1, / 1 w ? h ARC=233.66 v ^-� off' `ti / a. z w a N 3909280.0 f3 ; , I _ o ,�� �,pc, / - 1 �' �� z w 0-006A0 ;? nw /\h^00^ // ;,i ��`� 2 ; ri' E 11457396.1 s .7 ' '� 5b r. --- SIRE & STA 45+90.00 STA 47+04.43 STA 47+8'1.97 DELTA=04'04 42 n RADIUS= �� TEMP. CONST. w 1LLAlRE / TYPE B BLOWOFF 6 -22 1 /2' BEND 6 -22 1/2 BEND RADIUS 600.00 ESM'T 1 N 34 'G. 549 / ASSEMBLY N 3909282.8 N 3909316.3 TANGENT=21.36 TEMP. ESM if FOR - — �, PG. 519 E 11457519.6 ARC=42.66'SERVICE- _ - 5?0 0 N 3909304.1 E 11457449.7 WATER CONNECT E 11457340.6 - _ > fENCC TS PS j'.�h / STA 53+74.10 ` NOTES 6„ GATE VALVE ,, f STA 53+90.00 , b'D T;Gfr'CII/r`l:� 1. DEPTHS OF EXISTING UTILITIES AND CLEARANCES WITH EXISTING WATER 1" AIR RELEASE VALVE MAIN TO BE CONFIRMED BY CONTRACTOR. 12" MIN. CLEARANCE 059CI-02-00-00600 059C1-02-00-005AO 6959CI-02-00-00400 6" DI WATER MAIN 1059C1-02-00-00950 REQUIRED. PAUL E. AZL41RE & CHARLES L, HALSTEAD & CORDON E. HAHN & / HENRY P. WILLIAMS, 111 & 2• LIMITS OF PAVEMENT REPLACEMENT TO EXTEND FROM JANET H AZL41RE JEAN R. HALSTEAD / LINDA L. HAHN / MARILYN WILLIAMS EXISTING E.P. TO EXISTING CENTERLINE OF TRAVEL LANE 0.8. 994, PG, 549 I 0.8. 1025, PG. 657 / D.B. 1585, PG. 231 D.B. 1528, PG. 390 EX TO LIMITS SHOWN UNLESS CENTERLINE OTHERO DIRECTED N PLAT- 0.5. 385, PG. 519 I PLAT.' 0.8. 434, PG. 9,' PZAT, D.B. 1585, PG. 233,• PLAT D.B. 1197, PG. 70 D.B. 385, PG. 519 385, PG. 519 ENGINEER, OWNER OR INSPECTOR. SEE DETAILS, SHEET 11. D.B. SCALE IN FEET 530 530 0 50 Ioo 570 530 SHEET 7 OF 12 W W cn 0 T Q0 550 W 1 \\ y 540 530 SHEET 7 OF 12 059C1-02-00-02000 059C2-02-00-02100 509 INTEREST. CHARLES W. RIVERS TRUSTEE OF THE CHARLES W. RIVERS 509 INTEREST.` TRUSTEE OF THE REVOCABLE DECORATION OF TRUST 059CI -02-00-01500 / CHARLES W. RIVERS REVOCABLE DECORATION OF I D. 9, 1903, PG. 565 BRIAN OWENSBY & TRUST POT, D.B. 385, PG. 518 FO D.B. 1903, PG. 565 � ^ BRONWYN BLACKW000 PLAT: D.B. 385, PG 518 � /�' � D.B. 1893, PG. 93 /� , POT D.B. 408, PG 570,• / , V 059C1-02 00 01600 D. B. 985, PG. 518 MARK G. MANIS & STA 13+81.32 JEANNIE H. MANIS \ 6" 9BEND / B 1175, PG 139 \ N 3911 0883.9 POT. D.B. 1175, PG. 1410,• E 11458372.1 SEE SHEET 5 ABANDON EX. 4" A/C,9,19 385, PG. 518 j 059C2-02-00-02200 / Z / EDWARD A. WAYNE, JR. & FOR INFORM ION / {'if v`<> WATER LINE IN PLACE / CAROLINE G. WAYNE ON FITTINGS // l/ �Y f' �' " j o �' cv DELTA=18'07'45" �_ T; `n vi ai o'o cr � w - D.B 558, PG 508 o N �, RADIUS=615.00 �, Ir STA 11+24.26 ' ��'� co +'� o °p TANGENT=98.12 - PLAT D.B. 385, PG. 518 l__ x ,co' o u� N rn P 11 059CI-02--00-01700 FOGAR F NORMENT, JR & SARA 8LAKEW00D NORMENT OR 2388, PG 604 POT. DR ,385, PG .516 6"-22.5' BEND B �� �, ^ ARC=194.38- N 3910827.8 0+ v ?> - 'Q Z �� �`fJ Z W WILLISTON COURT E 11458882.0 6" DI WATER MAIN / v J� // _ �` E s� �r f! / TEMP. ESM'T FOR �.ti _ <`` ' �, w' "w,; W �7 TEMP. ESM'T FOR W/L(. 50' ROAD R/W EASEMENT ` 1` T / _ - 7 - - �'_ _ - % - -t /S- T NO VE D.B. 385, PG 518-519 WATER SERVICE / _ -� ,oma _ 1 -- - R/ / , _ I i WATER SERVICE CONNECT 12+ CONNECT - - - - - - - 12+I00 h rt )_ /'%rf ' r'-✓/ ,Y� r)t"i; _ _ _ r » ' ^ 13 DELTA -03'41 52 1. � STA 13+75.46 � - o� 9c 1 0 1 /C ,. F '(�, ,, , _ .. - � 5 2 00 0.800 � � " // � i RA 600.00 .: _./ _, . , s __.._ l _. _._ - .. - ._ _ .. ;.,. ,-, .,'`•�.: 6 90 BEND , / / TANGENT 19.37 ,2 Y CK V f MARGARET �COUTEN WITH UST BLOCK �C / - i' - EMP. ST. 4 (�/'� \ H THR "� , , ' �;../ ARC -38.68 50 ROAD R W EASEMENT 6 DI WATER MAIN T CON \ STA 13+84.32 u� -_ ;r - �- ' / _ , N 3910952.9 DB 3 PG 518- STA 13+65.76 ESM T P 8 n III . v ,.,G l -r ,. �%: = _ -- �\ ",l Y>,,, _ s O ;�- _GATE VALVE _,� ,r_ I, r. w:.:� i; i . /� I - -- l; ` , `. „ f /` �,` 85 / 5196» LAT 0.6` 385, PG, 57 /� \OR - I r F 11459097) !� /A CTA in��n as \ TC„� CC11 T Cl1Dl GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL * 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. BEDDING 8 STONE FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 7777 ;177 F 24"MIN INITIAL BACKFILL 24"MIN UNSTABLE 8" 8" 8" 1 8" SOIL\ _ MIN. MIN._ IN MIN. #68 STONE GRANULAR FILL AS -_ APPROVED BY ACSA - ., STABLE SOIL OR ROCK STABLE SOIL OR ROCK NOTE : 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWEID ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4, NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD -2 FINISHED GRADE BRONZE GATE BRASS OR BRONZE PIPE VALVE DRAIN TO GRADE IF POSSIBLE I:- 11 I BRICK SUPPORTS OR SOLID CEMENT BLOCKS CRUSHED STONE TYPE "K" SOFT COPPER CORPORATION STOP 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 MAIPN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV)_ NTS FI G. W- 9 DATE I BY TD -17 REVISIONS X FOR ALL BENDS I 4�' m In a -T- y, !' 45' MIN T - SECTION 1-1 45' max L 2 PLUG SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) max 4. THE PLUG RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF L H T L H ;� THRUST 90 3 2.50 3.01 0.24 5-0' 7'-6 S-3" 4'-0" 5'-8"2 1/2" >. 8" S-6-16'-6" 3'-0"13'-8"13'-9" 2 1/4" 4" & 6" 45 2.00 2 I 0.15 �\ V-6' 11'-0 3'-9" 6'-017'-3- 2 1/2" S;, 22 1/2 1.50 2.00 2.52 0.10 2.00 2.25 2.50 1 11 1/4 1.50 t , 1 2.50 0.10 FOR TEE OR WYE FITTINGS WIDEN TRENCH TO „{ ACCOMMODATE 0.48 ANCHOR IF\"' 8» 45 2.66 2.66 REQUIRED. 0.26 5+ 22 1/2 1.66 2.16 BEDDING AS REQUIRED 0.13 3.16 2.91 F 0.32 PLUG SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. 4. THE BEND RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF L H T L H T THRUST 90 2.50 2.50 3.01 0.24 5-0' 7'-6 S-3" 4'-0" 5'-8"2 1/2" FIG. W-3 8" S-6-16'-6" 3'-0"13'-8"13'-9" 2 1/4" 4" & 6" 45 2.00 2.25 2.60 0.15 18 V-6' 11'-0 3'-9" 6'-017'-3- 2 1/2" 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 8» 45 2.66 2.66 2.77 0.26 22 1/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 4" - 6" V-9" 2'-3" 2'-6" V-2 2'-0" 1 1/4" 2. USE 2500 P.S.I: CONCRETE. 2'-3' 3'-0 2'-6" V-6 2'-6" 1 1/4" 11 1/4' 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 OF ALL THRUST BLOCKS. 8- S-0' 4'-3" 2'-6" 2'-6" 3'-3" 2- 22 1/2' CONCRETE THRUST BLOCKS 12" S-9" 6'-3 3'-D" S-6" 4'-3" 2" NTS 18" 5-0' 7'-6 S-3" 4'-0" 5'-8"2 1/2" FIG. W-3 8" S-6-16'-6" 3'-0"13'-8"13'-9" 2 1/4" FD -3 5' MIN. VDOT CLASS 1 (TYP) RIP -RAP `) chi ti = ^`z �) lid. �II . 3.0' MIN. -I L �g,r VDOT NO 1 STONE BEDDING SECTION A- A NOT TO SCALE LENGTH (VARIES) MATCH EXISTING PROFILE EXCEPT WHERE SLOPE OF 1 BANK EXCEEDS 1 TO 1 1 MAX. , .7 s S? 3.0' MIN. - - -I�� Ii- '� ii�T,,. UNDISTURBED MATERIAL A ELEVATION NOTE: WHEN BEDROCK IS ENCOUNTERED AND COVER EQUALS OR EXCEEDS 3', THE TRENCH SHALL BE BACKFILLED WITH COMPACTED 21A STONE AND TOPPED WITH 18" OF VDOT CLASS 1 RIPRAP. WAT R TYPICAL STREAM CROSSING NTS FIG. W-12 TD -20 - FOR BENDS 8" & SMALLER USE STRAP ON BEND WITH USE BRACING STRAPS ANCHOR BOLT ON CENTER LINE ON ALL PIPE SIZES OF BEND. - FOR BENDS 10" THROUGH 12" USE 2 STRAPS ON BENDS --D- r --- ADJACENT TO BELLS. - FOR 18" BEND USE 3 STRAPS f° L`' 6" Q AS SHOWN. 4 BARS @ 12" ON CENTER FOR 12 BENDS &LARGER I ----B ELEVATION CONCRETE CLASS B PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT. BEND PIPE SIZE A B C D E F 4" - 6" V-9" 2'-3" 2'-6" V-2 2'-0" 1 1/4" 8" 2'-3' 3'-0 2'-6" V-6 2'-6" 1 1/4" 11 1/4' 10" 2'-9' 3'-9' V-6" 2'-0' 3'-0" 2- 12" S-0' 4'-3" 3'-0" 2'-3" 3'-6" 2- 18" S-6" 5'-6" 3'-3" S-0" 4'-6" 2 1/2- 4" - 6" 2'-6" V-0 2'-6" V-6 2'-8" 1 1 4- 8- S-0' 4'-3" 2'-6" 2'-6" 3'-3" 2- 22 1/2' 10" S-3" 5'-0 S-0" 2'-9" 3'-9" 2- 12" S-9" 6'-3 3'-D" S-6" 4'-3" 2" 18" 5-0' 7'-6 S-3" 4'-0" 5'-8"2 1/2" 4" - 6" S-0" 6'-0"3'-0' Y-3" 3'-3" 2 1/4" 8" S-6-16'-6" 3'-0"13'-8"13'-9" 2 1/4" 45' 10" 4'-6" 7'-6 S-0" 4'-3" V-0" 2 1/4" 12" 5'-3' 9'-0 3'-3" 5'-0' 5'-9" 2 1/2" 18 V-6' 11'-0 3'-9" 6'-017'-3- 2 1/2" FILLET WELD CHART FOR UPPER 1" NOMINAL INSIDE VERTICAL BLOCKING DIAMETER EXTRA STRONG STEEL PIPE \\ r S NOI NO 3" THREAIW� � FLAT STEEL STRAP WIDTH = DIM. "F" THICKNESS OF STRAP = 1/4" STANDARD HEX NUT rHICK WASHER CHOR #4 BARS ®12" \ PIPE BELL CENTER FOR 12" BENDS & CONCRETE CLASS "B" 12 LARGER SECTION NOTE: STANDARD 90' HOOK ON END OF ANCHOR BOLTS TO FACE CENTER OF BLOCKS. CONCRETE BLOCKING FOR UPPER VERTICAL BENDS N.T.S. FIG. W -3A TD -4 ' ^^MPRESSION x 3/4" MALE PIPE COUPLING 'PROVED EQUAL ZANULt -)tMVIt_L NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. APRESSION x 3/4" MALE PIPE COUPLING 'PROVED EQUAL -OR USE ON DETACHED SINGLE FAMILY 2ESIDENTIAL SERVICE WHERE AN IRRIGATION AEIER IS NOT PROVIDED. ADE COPPERSETTER =TER AS 'SARY TYPICAL SERVICE LATERAL INSTALLATION NTS FIG. W-6 FD -9 WHITMAN, REQUARDT AND ASSOCIATES, LLP Engineers, Architects and Planners 9030 Stony Point Parkway, Suite 220 27 (804) 272-8700 RICHMOND, VIRGINIA FAX.• www.wrallnt�.co com SIZE BRZANCH VALVE ]THE S WATER IMAIN WATER VARIES M.J. PLUG I\VV VMLVG TO TEE (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 LUBRICATE ALL THREADS THRUST BLOCK !i METER BOX (SEE FIG. W-7) VALVE BIOX "•T " N0. 57 STONE M.J. FITTIING 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS VARIESVARIES 2" GALV. OR BRASS PIPE 2" THREADED TAP PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-8 TD -16 ORIZ SCALE: H: N/A Albemarle County Service Authority ORIZ. VERT.: N/A DATE: JUNE 2011 168 Spotnap Road Charlottesville, Virginia 22911 DESIGNED: CEI- WEST LEIGH WATER MAIN REPLACEMENT - PHASE 2 DRAWN: R.E.M. CHECKED: D.J.S. PROJECT NO.: 46436 DETAILS SHEET 10 OF 12 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES— VILLE THREADS WHICH IS THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270') 7 CU. FT. 18" rVALVE BOX #68 STONE, 1 TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD -7 CL ROADWAY TRAVEL LANE I PAVEMENT MILL EXIST. PAVEMENT THAT IS DISTURBED TO THE CENTERLINE OF EXISTING TRAVEL LANE AND 2" DEEP TO AVOID FEATHERED EDGES I OF EXIST. PAVEMENT PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE, z z — ro N WATER 2500 P.S.I. CONCRETE THRUST BLOCK M.J. GATE VALVE LINE 2'x 2' BEARING AREA. NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD -8 JOINTS TO BE TACKED WITH AN APPROVED LIQUID ASPHALT TACK MATERIAL BEFORE PLACEMENT. JOINTS TO BE SEALED WITH AN APPROWED LIQUID BITUMINOUS SEALER AFTER PLACEMENT. MATCH EXIST. PAVEMENT R SURFACE- ELEVATION f-2" M11N. VDOT SM -9.5A (VDOT SM2A)__-„.;.�; Ln 0 I CD N 0 0 I CD CD C- NO. F__ w V) i 0 0 Q 0 0 0 I CDC - z EROSION AND SEDIMENT CONTROL NARRATIVE A. PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT IS TO REMOVE EXISTING A.C. WATER MAINS WITH 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 IN THE WEST LEIGH SUBDIVISION. B. EXISTING SITE CONDITIONS THE EXISTING SITE IS CURRENTLY AN EXISTING SUBDIVISION. THE WORK TAKES PLACE PRIMARILY WITHIN EXISTING ROADS WHICH ARE PRIVATELY OWNED AND MAINTAINED. 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 THF_ COUNITY'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 ENGINEERIING INSPECTORS WHEN INITIAL EROSION CONTROL MEASURES ARE IN PLACE. 5. LOCATE ALL EXISTING UTILITIES AND CONSTRUCT ALL WATER MAIN IMPROVEMENTS AND WATERZ 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 TfHE 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, ANDD ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED AkCCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONITROL 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 CDN THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON TCHESE 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 APPR09VING 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 STABILIZATPON 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 TfHE FFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. DATE I BY I REVISIONS RAL EROSION AND SEDIMENT CONTROL NOTES: (CONT.) 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. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. BORROW, FILL OR WASTE ACTNITY 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. 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. 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 80LBS/1OOSF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 9OLBS/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. 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. 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. FLUME PIPE CROSSING EROSION CONTROL B MEASURES TO BE LOCATED BELOW APPROACH AREAS WATER FLOW .� _� ;e; ; •b FLUME PIPE °•_ FLOW e... y EXCAVATED TRENCH A A EROSION CONTROL MEASURES TO BE B LOCATED BELOW APPROACH AREAS l PLAN VIEW CRM MW AooaEOAiE Z-4 FUMM aw - cm. ourtom EXCMXM TRENCH SECTION "A -A" ORM CMMKMW 140FEQM MUM Len PIPE vRovprum SECTION "B -B" SOURCE: Va. DSWC PLATE. 3.25-3 USC UTILITY STREAM CROSSING\qI/ CONS TR UCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES 2- EXCAVATE A 4"x4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6 VIAX FL W/ 4" 3. STAPLE FILTER MATERIAL 4. BACK FILL AND COMPACT TO STAKES AND EXTEND THE EXCAVATED SOIL. IT INTO THE TRENCH. VDOT #I COARSE FLOW --IIS- 5. INSTALL STONE FILTER AT EACH LOW POINT TO SERVE AS AN OVERFLOW ATE- ,,, JritC,l t'LV W LlvalliLLHllun (PERSPECTIVE VIEW) FLOW i POINT A SHOULD BE HIGHER THAN POINT B DRAINAGEWAY INSTALLATION (FRONT ELEVATION) SOURCE: Adapted from installation of Straw and Fabric Filter Barriers for Sediment Contml,VA. DSWC sherwondandWY�SILT FENCE 0SF WHITMAN, REQUARDT AIVD ASSOCIATES, LLP Engineers, Architects and Planners 9030 Stony Point Parkway, Suite 220 FAX: 272-8897 (804) 272-8700 RICHMOND, VIRGINIA zuww.wraltv. com Plate 3.05-2 0 S TRA W BALE/SILT FENCE PIT FILTER CLOTH CLASS AI RIPRAP SPLASH,BLOCK 1' DEPTH PUMP DISCHARGE-,,,j...o 0 ° 2 STAKES PER 0 BALE (TYP ) NOTE., FILTER CLOTH COVERS ENTIRERE u 6 -p MIN. q INSIDE FACE OF SQUA STRAW BALE DIKES. a.. EXCAVATED INSTALL AS PER STD. do SPEC. 3.05, SILT ��-] FENCE. 1 o1 VIDOT /25 OR ATE AGGREGATE CLASS AI RIPRAP PLAN VIEW EXISTING 8' GROUND j+ 1 L „' iii= I yh 3 0' MIN. �VATED FLAT BOTTOM CROSS-SECTION A -A ---I1'-6'11 FLOW b1 ? VDOT #25 OR /20 AGGRE TE (4' DEPTH) EXCAVATED AREA DRY RIPRAP ilf CLASS iu Il..ji Ala CROSS-SECTION B -B SOUKUL: Va. DSWC PLATE: 3.26-3 DS DEWATERING STRUCTURE TP 0 ( NOTE: DEWATERING / SEDIMENT BAG MAY ALSO BE USED ) SOURCE: VA. DSWC PLATE. 3.20-1 CD ROCK CHECK DAM --) - �--- FENCING A • • ING1 DRIP LINE SNOW FENCE BOARD FENCE ;��,_!D FENCE PLASTIC FENCE CORRECT y I) III 111�,!�,I1,Ill::!1..,,�.•:�,!!tlli�Ili�Il IIt�ILII�Ill11 ' I VIII , I . IIN� II IJP► ©I '��i O. o . � I i. METHODSOF TREE FENCING II %I��wl�ll CORRECT ARMORING TRIANGULAR -•.-D FENCE TREE PROTECTION SCALE. HORIZ.: N/A Albemarle County Service Authority SHEET VERT.: __ N/A DATE; JUNE 2011 168 Spotnap Road Charlottesville, Virginia 22911 12 DESIGNED: C•E•L WEST LEIGH WATER MAIN REPLACEMENT - PHASE 2 of DRAWN: R.E.M. CHECKED: D.J.S. EROSION AND SEDIMENT CONTROL 12 PROJECT NO.: 46436 NOTES AND DETAILS