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HomeMy WebLinkAboutWPO202100040 Plan - VSMP 2021-07-13GLENMORE WALKING PATHS WATER PROTECTION ORDINANCE PLAN AMENDMENT # 7 • • •r l . Owner/Developer: Glenmore Community Association Inc. PO Box 93 Keswick, Virginia 22947 2. Engineer: Woolley Engineering 210 5th Street NE Charlottesville, Virginia 22902 434.973.0045 3. Parcel Information: TMP 93A1-Al, n/f Glenmore Community Association Inc. (58.26 acres) Magisterial District: Scottsville Current Use: Public Street Deed Book 3935, Page 18 4. Existing Zoning: PRD (Planned Residential Development) Proffered in accordance with ZMA-1999-00016 5. Minimum Yard Requirements: A. Front - Minimum: 5 feet from the right-of-way or the exterior edge of the sidewalk if the sidewalk is outside of the right-of-way B. Front - Maximum: In the R-1 and R-2 districts: None In the R-4, R-6, R-10, and R-15 districts: 25 feet from the right-of-way or the exterior edge of the sidewalk if the sidewalk is outside of the right-of-way; none, on any lot, including a corner lot, abutting a principal arterial highway or interstate C. Side - Minimum: 5 feet, unless the building shares a common wall; provided that (a) in the R-10 and R-15 districts if the abutting lot is zoned residential other than R-10 and R-15, Rural Areas, or the Monticello Historic district, any dwelling unit that exceeds 35 feet in height shall be set back five feet plus one foot for each foot the dwelling unit exceeds 35 feet in height; and (b) any minimum side setback otherwise required by this section may be reduced in accordance with section 4.11.3 D. Side - Maximum: None E. Rear - Minimum: 20 feet F. Rear -Maximum: None 6. Planned Land Use: Walking paths along existing public street (16,428 sq. ft. = 1 % of site) 7. Maximum Building Height: 65 feet 8. Adjacent Properties: See exisiting conditions exhibit (Sheets C2.0 - C2.4) for adjacent property information 9. Datum and Benchmark Reference A. Kirk Hughes & Associates, 220 East High Street, Charlottesville, Virginia, 22902; Boundary, physical and topographic survey dated March 3, 2021 10. Stormwater Management A. Stormwater Quality - The Owner plans to purchase nutrient credits from a local nutrient credit bank. The credit bank purchase shall be used to satisfy stormwater quality measures defined in the the state VSMP regulations, Part II B. The required TP determined using the VRRM spreadsheet, totals 0.80 Ib/yr for this project. B. Stormwater Quantity - Stormwater runoff from the proposed walking paths discharges via sheefflow to satisfy VSMP regulations for Part II B VSMP Regulations. SCOTTSVILLE MAGISTERIAL DISTRICT 11. General Construction Notes: A. The abbreviation V.D.O.T. made hereafter refers to the Virginia Department of Transportation. The term County refers to the County of Albemarle, Virginia. B. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. C. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. D. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. E. All slopes and disturbed areas are to be fertilized, seeded and mulched. F. The maximum allowable slope is 2:1 (ho(zontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. G. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. H. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. I. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. J. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). 12. General Water and Sewer Conditions (1) 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. (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 correct. The Contractor shall, on his own initiative, locate all underground lines and structures as necessary. (3) All materials and construction shall comply with the current edition of the General Water & Sewer Construction Specifications, as adopted by the Albemarle County Service Authority. (4) Datum for all elevations shown in National Geodetic Survey. (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. f ' VICINITY MAP l . Owner/Developer: Glenmore Community Association Inc. PO Box 93 Keswick, Virginia 22947 2. Engineer: Woolley Engineering 210 5th Street NE Charlottesville, Virginia 22902 434.973.0045 3. Parcel Information: TMP 93A1-Al, n/f Glenmore Community Association Inc. (58.26 acres) Magisterial District: Scottsville Current Use: Public Street Deed Book 3935, Page 18 4. Existing Zoning: PRD (Planned Residential Development) Proffered in accordance with ZMA-1999-00016 5. Minimum Yard Requirements: A. Front - Minimum: 5 feet from the right-of-way or the exterior edge of the sidewalk if the sidewalk is outside of the right-of-way B. Front - Maximum: In the R-1 and R-2 districts: None In the R-4, R-6, R-10, and R-15 districts: 25 feet from the right-of-way or the exterior edge of the sidewalk if the sidewalk is outside of the right-of-way; none, on any lot, including a corner lot, abutting a principal arterial highway or interstate C. Side - Minimum: 5 feet, unless the building shares a common wall; provided that (a) in the R-10 and R-15 districts if the abutting lot is zoned residential other than R-10 and R-15, Rural Areas, or the Monticello Historic district, any dwelling unit that exceeds 35 feet in height shall be set back five feet plus one foot for each foot the dwelling unit exceeds 35 feet in height; and (b) any minimum side setback otherwise required by this section may be reduced in accordance with section 4.11.3 D. Side - Maximum: None E. Rear - Minimum: 20 feet F. Rear -Maximum: None 6. Planned Land Use: Walking paths along existing public street (16,428 sq. ft. = 1 % of site) 7. Maximum Building Height: 65 feet 8. Adjacent Properties: See exisiting conditions exhibit (Sheets C2.0 - C2.4) for adjacent property information 9. Datum and Benchmark Reference A. Kirk Hughes & Associates, 220 East High Street, Charlottesville, Virginia, 22902; Boundary, physical and topographic survey dated March 3, 2021 10. Stormwater Management A. Stormwater Quality - The Owner plans to purchase nutrient credits from a local nutrient credit bank. The credit bank purchase shall be used to satisfy stormwater quality measures defined in the the state VSMP regulations, Part II B. The required TP determined using the VRRM spreadsheet, totals 0.80 Ib/yr for this project. B. Stormwater Quantity - Stormwater runoff from the proposed walking paths discharges via sheefflow to satisfy VSMP regulations for Part II B VSMP Regulations. SCOTTSVILLE MAGISTERIAL DISTRICT 11. General Construction Notes: A. The abbreviation V.D.O.T. made hereafter refers to the Virginia Department of Transportation. The term County refers to the County of Albemarle, Virginia. B. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. C. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. D. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. E. All slopes and disturbed areas are to be fertilized, seeded and mulched. F. The maximum allowable slope is 2:1 (ho(zontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. G. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. H. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. I. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. J. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). 12. General Water and Sewer Conditions (1) 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. (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 correct. The Contractor shall, on his own initiative, locate all underground lines and structures as necessary. (3) All materials and construction shall comply with the current edition of the General Water & Sewer Construction Specifications, as adopted by the Albemarle County Service Authority. (4) Datum for all elevations shown in National Geodetic Survey. (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. f ' VICINITY MAP ---DEVONPINES � I Co i CD o RD. Q Q J/�✓' Q Z/ :p O� Q / u'-' WBR1DGE ae s�2 NE p0 OO�0- G y�9Ty�o � WESTEHAMO SITE 00 a �P a a ° o Cn o � ��NGDEERDR N co���� GPI O SCALE. 1 " = 500' SHEET INDEX ❑ C1.0 Cover ❑ C2.0 Existing Conditions Exhibit ❑ C2.1 Existing Conditions Exhibit ❑ C2.2 Existing Conditions Exhibit ❑ C2.3 Existing Conditions Exhibit ❑ C2.4 Existing Conditions Exhibit ❑ C3.0 Layout Plan ❑ C3.1 Layout Plan ❑ C3.2 Layout Plan ❑ C3.3 Layout Plan ❑ C3.4 Layout Plan ❑ C3.5 Layout Plan ❑ C4.0 General Details ❑ C5.0 Stormwater Management Plan ❑ ES1.0 Erosion & Sediment Control Narrative ® ES2.0 Erosion & Sediment Control Plan & Details E] Filled Box Indicates Drawing Included in Set SIGNATURE PANEL Albemarle Co. Dept. of Community Development - Planning Division Date Albemarle Co. Dept. of Community Development - Engineering Division Date Albemarle Co. Dept. of Community Development - Zoning Division Date Albemarle County Division of Fire and Rescue Date Albemarle County Building Inspections Date Albemarle County Service Authority Date LZ0 WooLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 (434) 973,0045 www.Woolley-Eng.com Owner: Glenmore Community Association Inc. PO Box 93 Keswick, Virginia 22947 WPO PLAN AMENDMENT F_ Q Q r Z N ry zM / J J Q) Q W Q m C/ LU ILL ci� 0 Oo>- ,7U W rJ V COVER SHEET Job Number: 20050 XP TH OF r U ERIC W WOOLLEY 9 LIC. No. 37088 _- TONAL Date: July 9, 2021 Revision: Scale: As Noted Sheet No.: C1.0 copyright © 2021 by Woolley Engineering 1 of 16 i \ / I LOT 8 LOT 5 Tr 1 p9�PA� MMpN pRFA - 1 1 ' 093A4-00-Q2-00100 093A4-00-Q2-00300 o \ / \ TBM I , IRON ROD AND CAP SET / I ` > \ s \ \ 339.4 / � -'Ti .5 - / SIGN *CARROLL CREEK TRAIL 093A4-00-Q2-00200 F PARCEL OWNER SCHEDULE TAX MAP AND PARCEL ID OWNER(S) LOT SECTION TITLE SOURCE PLAT SOURCE DEED BOOK PAGE DEED BOOK PAGE PAGE 093A4-00-Q2-O01OO DAVID A. AND ALEXANDRA G. MILLER 1 Q2 5203 646 2422 466 469 093A4-00-02-00200 DAVID B. AND NICOLE M. WEISS 2 Q2 3965 291 2422 466 469 093A4-00-Q2-00300 WILLAIM N. TEGETHOFF AND KATHLEEN M. O'BRIEN 3 Q2 3756 160 2774 462 465 093A4-00-Q2-00400 SARAH B. McCALL AND VICTORIA J. KIMBERUNG 4 Q2 5029 233 2422 466 469 093A4-00-Q2-00500 EDWARD P. AND ERIN K. MEISSNER 5 Q2 2887 704 2422 466 469 093A4-00-Q2-01000 WILLIAM AND MAY ANN KWIATKOWSKI 10 Q2 4966 85 2422 466 469 093A4-00-Q2-Ol100 JEFFREY W. AND BONNIE M. FARRAR 11 Q2 3316 413 2422 466 469 093A4-00-Q2-01200 J. MARK AND SHEILA N. BOGGS 12 Q2 4616 608 2422 466 469 093A4-00-Q2-013OO ARLENE KAHN AND LILLIAN MITCHELL, TRUSTEES 13 Q2 3514 86 2422 466 469 093A4-00-Q2-01400 JOHN T. AND MARGARET A. ECHOLS 14 Q2 3095 189 2422 466 469 093A4-00-Q2-01500 RAYMOND E. KOBYRA PATRICIA M. KOBYRA TRUST 15 Q2 4820 1 2422 466 469 093M-00-0-02200 GUY AND BETHAN VAUGHAN BROWNING 22 Q2 5167 789 2422 466 469 093A4-00-Q2-02300 GRAY D. AND CAROLINE M. ROSSE 23 Q2 5090 601 2422 466 469 093A4-00-Q2-O24OO STEPHEN M. ANTONELLIS AND LAUREL A. HANDVET 24 Q2 3682 269 2422 466 469 093A4-00-Q2-02500 LINWOOD D. AND CYNTHIA E. WATTS 25 Q2 4447 536 2422 466 469 093A4-00-Q2-O26OO JOHN NORTON MOORE, TRUSTEE 26 Q2 4569 14 2422 466 469 093A4-00-Q2-02700 SYDNEY LUCILLE PRICE REVOCABLE LIVING TRUST 27 Q2 5153 245 2422 466 469 093A4-00-Q2-02800 THOMAS M. MARTINSEN/JAYNE W. MARTINSEN TRUST 28 Q2 4810 565 2422 466 469 093A4-00-Q2-O29OO BRADLEY A. WARRICK AND JULIE A. CANDRELL 29 Q2 3020 732 2422 466 469 093M-00-0-03200 RICHARD AND ANGELA PERRAULT REVOCABLE TRUST 32 Q2 4956 322 2422 466 469 093A4-00-Q2-03300 SCOIT E. AND AMY P. ADAMS 33 Q2 4891 381 2422 466 469 093A4-00-Q2-O34OO PHILLIP R. AND TERESA R. ROBERTS 34 Q2 3970 536 2422 466 469 093A4-00-Q2-O480O WHITE FAMILY TRUST 48 Q2 5004 193 2422 466 469 093A4-00-Q2-O49OO ALBERT N. AND PATRICIA A. MOSKOWITZ 49 Q2 5298 243 2422 466 469 093A4-00-Q2-05000 EDWARD J. AND ELLEN M. KNIGHTLY 50 Q2 2857 127 2422 466 469 093A4-00-Q2-05100 STEPHEN B. AND ELIZABETH A. K. YOUNG 51 Q2 4077 52 2422 466 469 093A4-00-Q2-05200 THOMAS LESLIE III McCRICKARD AND SUSAN ROGERS 52 Q2 4502 329 2422 466 469 093A4-00-Q2-05300 FRED B. KOPF AND KAREN E. KOPF LIVING TRUST 53 Q2 4793 621 2422 466 469 093A4-00-Q2-O54OO FRANCIS M. AND JOHANNA M. WATSON 54 Q2 4758 578 2422 466 469 093A4-00-00-000JO GLENMORE COMMUNITY ASSOCIATION, INC. J Q2 4803 80 4803 80 87 093A5-K2-C2-00080 GLENMORE PARTNERS LLC B K2C2 4946 11 4946 11 44A 093A5-K2-OB-02600 DANIEL L. WALLEN 26 K2B 4609 284 4446 133 137 093A5-K2-OB-02700 NEAL M. AND TESSA G. SANSOVICH 27 K2B 5367 120 4446 133 137 093A5-K2-OB-02800 CHRISTOPHER AND CHRISTINE NICHOLA 28 K2B 4614 602 4446 133 137 DLEGEND: DROP INLET DIP = DUCTILE IRON PIPE D/W = DRIVEWAY / EP = EDGE OF PAVEMENT HDPE = HIGH DENSITY POLYETHYLENE PIPE MH = MANHOLE RCP = REINFORCED CONCRETE PIPE \ _ / COMMON AREA SS = SANITARY SEWER SSCO = SANITARY SEWER CLEAN OUT _ o 297.2 \ / TBM = TEMPORARY BENCH MARK B UD = UNDER DRAIN (UG) = UNDERGROUND UGE = UNDERGROUND ELECTRIC LINE a°- UGG = UNDERGROUND GAS LINE / - O UGT = UNDERGROUND TELEPHONE LINE WL = UNDERGROUND WATER LINE ? = UNKNOWN OR UNVERIFIED LOCATION WING WALL . § / � W 319 QVb TBM g2 s' ; ' IRON ROD AN6 CAPS � O ELEV =318.20' e �� INV.=29 / F� / \ \ ` — 20 NOTES: / �� / V � GUARDRAIL PER GIS= B 1.) PREPARED FOR WOOLLEY ENGINEERING. / / \ �j^• �\ \ °—� �� 2.) THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF o \ 4' DIP UD \\ \ KIRK HUGHES, L.S. FROM AN ACTUAL GROUND SURVEY MADE UNDER HIS SUPERVISION; THAT THE ORIGINAL DATA WAS OBTAINED BETWEEN DECEMBER 7, 2020 AND MARCH 3, 2021; AND THAT THIS PLAT, MAP OR DIGITAL GEOSPATIAL DATA INCLUDING METADATA MEETS MINIMUM ACCURACY 093A4-00-00-000JO STANDARDS UNLESS OTHERWISE NOTED. COMMON AREA 3.) HORIZONTAL DATUM: NAD-83 VIRGINIA SOUTH ZONE / \ \ �` • No, 4.) VERTICAL DATUM: NAVD-88. \ °/f 4° DIP U TEMPORARY BENCH MARK #1 IRON ROD AND CAP SET ELEVATION 338.60' i / _ / /i /+V• �2o.s' / TEMPORARY BENCH MARK #2 IRON ROD AND CAP SET ELEVATION 318.20' TEMPORARY BENCH MARK #3 IRON ROD AND CAP SET ELEVATION 323.47' TEMPORARY BENCH MARK #4 IRON ROD AND CAP SET ELEVATION 358.48 \ TEMPORARY BENCH MARK #5 IRON ROD AND CAP SET ELEVATION 395.32' TEMPORARY BENCH MARK #6 IRON ROD AND CAP SET ELEVATION 396.03' TEMPORARY BENCH MARK #7 IRON ROD AND CAP SET ELEVATION 388.89' / 9, TEMPORARY BENCH MARK #8 IRON ROD AND CAP SET ELEVATION 388.83' TEMPORARY BENCH MARK #9 IRON ROD AND CAP SET ELEVATION 383.15' �o TEMPORARY BENCH MARK #10 IRON ROD AND CAP SET ELEVATION 382.60' TEMPORARY BENCH MARK #11 IRON ROD AND CAP SET ELEVATION 386.11' \ \ o TEMPORARY BENCH MARK #12 IRON ROD AND CAP SET ELEVATION 365.33' / 1 TEMPORARY BENCH MARK #13 IRON ROD AND CAP SET ELEVATION 360.82' 5.) THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY EASEMENT SCHEDULE / ONLY. THE FOLLOWING SOURCES WERE UTILIZED IN DRAFTING THE LOCATIONS OF UNDERGROUND UTILITIES: FIELD SURVEYS OF MARKED LINES; RECORD SITE PLANS, AND GIS UTILITY MAPS (SUBJECT TO THE FOLLOWING) / PROVIDED BY THE CITY OF CHARLOTTESVILLE. NO UNDERGROUND INVESTIGATION OF UTILITIES WAS PERFORMED. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. UTILITY OPERATORS. MISS UTILITY CONTACT INFORMATION: 1-800-552-7001 MISS UTILITY TICKETS: A100800443-OOA. 6.) A PORTION OF THE PROPERTY SHOWN HEREON GRAPHICALLY APPEARS TO LIE WITHIN FLOOD ZONE Y (AREAS NOT TO BE WITHIN A 1% CHANCE OF ANNUAL FLOODING) AND A PORTION APPEARS TO LIE WITHIN FLOOD ZONE "A" (AREAS TO BE WITHIN A 1% CHANCE OF ANNUAL FLOODING) AS DETERMINED BY FEMA AND AS SHOWN ON FLOOD INSURANCE RATE MAP (FIRM), ABBREVIATION LINE TYPE TYPE DEED PLAT AT BOOK PAGE BOOK PAGE A E-1 20' ACSA ACCESS EASEMENT 2422 466 2422 469 A E-2 — — — 20' ACSA ACCESS EASEMENT 2774 462 2774 465 D E-1 — — — — 20'* STORM DRAINAGE EASEMENT 2422 466 2422 469 WL E-1 — — — — 20' WATERLINE EASEMENT 2422 466 2422 469 PWL E-1 — — — — 20' PRIVATE SERVICE WATERLINE EASEMENT 2422 466 2422 469 WL E-2 20' WATERLINE EASEMENT 2422 466 2422 469 SS E-1 — — — 20' SANITARY SEWER EASEMENT 2422 466 2422 469 SS E-2 20' SANITARY SEWER EASEMENT 4167 308 4167 311 VEPCO-1 — — — 15' VEPCO EASEMENT 2561 683 2561 688 COMMUNITY PANEL 51003CO450D WITH AN EFFECTIVE DATE OF FEBRUARY 4, 2005. NO BASE (*) UNLESS WIDTH OTHERWISE NOTED FLOOD ELEVATION SHOWN. NORTH STATE SOUTH GRID NAD-83 N 3885450 O = SANITARY SEWER MANHOLE ® = MAIL BOX © = TELEVISION JUNCTION BOX MATCH LINE SHEET 2 ❑T = TELEPHONE JUNCTION BOX ❑E N = ELECTRIC JUNCTION BOX 093A4-00-00-000JO = TEMPORARY BENCH MARK �/ � COMMON AREA 9' = SIGN —w R = PROPERTY LINE _ = TREE LINE L DIE-i = — 1r* T =TREE (SIZE AND TYPE NOTED) = GAS VALVE _ r ® = WATER METER a = HYDRANT / / - � = BLOW OFF VALVE b = VALVE VALVE 'K F o00 09 = GUARDRAIL $'1 Ra = GUARDRAIL POINT OF TERMINUS/ x 410.8 =SPOT ELEVATIONS � � � � %� � / \ ` \ \ - � - - D/w / i Ci \ ` \ IRON ROD AND CAP SEf ELEV.=358.48' / / —��6 1a6 olP�7.7 093A4-00—Q2-05200 Im .4 / 093A4-00-Q2-05300 093A4-00-Q2-05400 TBM J3 IRON ROD AND CAP SET ELEV=323.47' 1 1 1 1 TOPOGRAPHIC SURVEY: GLENMORE TRIAL EXTENSION 1 SCOTTSVILLE MAGESTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA w MARCH 3, 2021 w 1 CONTOUR INTERVAL = 2' \ SCALE: 1"=30' �TH op 30' 0 W, 60' 90 Fee I� KIRK HUGHES & ASSOCIATES t� LAND SURVEYORS & PLANNERS C.V. "KIRK" HUGHES 220 EAST HIGH STREET LIC. NO. 1458 CHARLOTTESVILLE, VIRGINIA 22902 t 3/3/2021 4 (434) 296-6942 9'YD SURD C:\UDD\Surveys\Glenmore\Glenmore Trail\2020277-01.dwg FILE: 2020-277, WO: 2020-277 PLOTTED: 3/10/2021 t ,1 1 N 1..9 z U, 1 1 1 1 1 , E ?I 0 WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville -Virginia 22902 (434) 973.0045 www.WooUey-Eng.com Owner Glenmore Community Association Inc. PO Box 93 Keswick, Virginia 22947 WPO PLAN AMENDMENT EXISTING CONDITIONS EXHIBIT Job Number: 20050 Date: May 3, 2021 Revision: Scale: 1"=30' Sheet No.: C2,0 copyright © 2021 by Woolley Engineering 2 of 16 I 0930-00-00-000JO ` COMMON AREA 093A4-00-Q2-00400 \ 1 1 50' R�w APR 10CE RO - - D/w _ _ 2422, k 466E 46 D IA /E TBN 38853 - IRON ROD AND CAP SET ELEV =358.48' D4 093A4-00-Q2-05200 �1 , , , , 093A4-00-Q2-05100 , o � in w , , N 3885000 + N 3884850 MATCH LINE SHEET 3 , �1 �1 093A4-00-02-05000 VICINITY MAP AND SHEET LAYOUT 093A4-00-Q2-00500 PLANTING BEDS I NORTH C Qom. 093A4-00-Q2-01000 - N - STATE SOUTH GRID NAD-83 CONTOUR INTERVAL = 2' 394. [ � - / SCALE: 1 "=30' / / 30' 0 30' BOULDER OTBL7 5 N ROD AND CAP SET \ ELEV.=395.32' 093A4-00-Q2-01100 4 \ \ 397.5 093A4-00-Q2-04900 \ — 0 397.0 O 396.9 � WL/E 1�53 \ �4 \ 396.8 0930-00-1)2-04800 \ 11 90 Feet Hill I / I � I / I I /J / I 093A4-00-Q2-01200 / / 3965 \ \ I , °sto "PLO Q�1 1 9j UGE' R ANTBM D ELEV=396.03' 093A4-00-Q2-01300 \ f/ \396.1 \ 6.6.0 \ VJJ,1T-VV-4(L-VJTVV � � o � 093A4-00-Q2-01400 MATCH LINE SHEET 3 / 093A4-00-Q2-03300 \ F \ 394.4 \\ o_ 3945 0930-00-Q2-01500 0 WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville -Virginia 22902 (434) 973.0045 www.WooUey-Eng.com Owner: Glenmore Community Association Inc. PO Box 93 Keswick, Virginia 22947 WPO PLAN AMENDMENT v Q .� Z Q) E > Z�LU Q) Q EW Q m `i Q ��..0 IL /��/ice/\ CL 0 V O Z 0 LU J V EXISTING CONDITIONS EXHIBIT Job Number: 20050 Date: May 3, 2021 Revision: Scale: 1"=30' Sheet No.: C2,0 3 of 16 copyright © 2021 by Woolley Engineering N 3884700 0930-00-Q2-03400 t ♦` - f 093A4-00-Q2-03300 NORTH STATE SOUTH GRID NAD-83 CONTOUR INTERVAL = 2' SCALE: 1 "=30' 30, 0 30, 60' 90 Feet N 3884400 t N 3884250 MATC UNE SHEET 4 0 w MATCH LINE SHEET 2 / i I i I / `0 \N1pN+00A�1\ \ 093A4 00 2 03200 _ o 0 0 N O , 395.3 �i \ 093A4-00-Q2-01500 � \ 394.4 \ o \ MATCH LINE SHEET 2 , 6' 40 y / NZ 6, 9 399.7 J 0930-00-Q2-03300 TBM /s 38U IRON ROD AND CAP SET . 3 ELEV88.83' 3s9.4 I 1 `O-390.7 j \ 9p 391.011k 5g 0930-00-00-000JOJOY. 7 ' / l / COMMON AREA / 'SIGN "STOP" MATCH LINE SHEET 4 3885 093A4-00-Q2-02900 / 383.4\ fi w 1 389.3 389.4 `TBM 17 ROD AND CAP SET ELEV. 388.89' E ?I WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville -Virginia 22902 (434) 973.0045 www.WooUey-Eng.com Owner: Glenmore Community Association Inc. PO Box 93 Keswick, Virginia 22947 WPO PLAN AMENDMENT EXISTING CONDITIONS EXHIBIT Job Number: 20050 Date: May 3, 2021 Revision: I Scale: 1"=30' Sheet No.: C2,2 4 of 16 copyright © 2021 by Woolley Engineering NORTH NAD-83 CONTOUR INTERVAL = 2' SCALE: 1"=30' 30' 0 30' 60' 90 Feet N 3884100 093A4-00-Q2-02700 WL/E 093A4-00-Q2-02600 2" CREPE MYRTLE f �— ,cf. 78.7 i 093A4-00-Q2-02500 \ TBM 1 IRON ROD AN N 3883800 ELEV=36° 1 D \ — i Q 1 1 TBM yy11 IRON ROD AS CAP SET \ ELEV =386.1V 093A4-00-Q2-02800 - - -� =_ 383.1' I\ 50' R1W 'P"NQOON ROgp B 2422, PC, 4 469 (PSI E— 1) _ �2a \ i , 9� / o �, e 093A4-00-Q2-02900 EV 3814 MATCH LINE SHEET 3 MATCH LINE SHEET 3 ) / TBM 9 1�ON ROD AN6HCAP SEf 31311e 9 / 381.0 r' I 093A4-00-00-000JO 379.4 / COMMON AREA / 379.6 SIGN \ .- , "BLUE BIRD TRAIL' �\ o 378.4378,7 I . 09 OJO COMMON 376.2 \ _ _ --- �TBM110 375.3 \ / 093A4-00-Q2-02300 ' — — — — IRON ROD AND CAP SET A , ELEV=382.60' 374.9 \ \ 093A4-00-Q2-02200 I I ' J� \ hll l \ IW=360.4'7 / 1 , 093A4-00-Q2-02400 \ 4 I o \ a I N 3883650 \ I WLA-2 o I i rn 093A4-00-00-OOOJO� I W I COMMON AREA`I MATCH LINE SHEET 4 I I , MATCH LINE SHEET 5 \ 359.0 358.4 �� o 093A4-00-00-000JO I SSMH _ COMMON AREA / 93 MATCH LINE SHEET 4 ' 0 0 0 0 N w , N JT SCALE: l' = 600 DE 0 WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville -Virginia 22902 (434) 973.0045 www.WooUey-Eng.com Owner: Glenmore Community Association Inc. PO Box 93 Keswick, Virginia 22947 WPO PLAN AMENDMENT Q Z Q)LU z J Q) w Q LU IL /\� � 0 V O I- Z 0 LU V EXISTING CONDITIONS EXHIBIT Job Number: 20050 Date: May 3, 2021 Revision: Scale: 1"=30' Sheet No C2,3 5 of 16 copyright © 2021 by Woolley Engineering 359.0 V i 3514 % L ' 093A4-00-00-000J0�' COMMON AREA �L_.I 1 093A4-00-00-000JO / I SSMH COMMON AREA LINE SHEET 4 I I I (W9.3 MATCH LINE SHEET 4 7p I Ij p/E-1 •'�" / 1/ N 3883500 _ 093A5-K2-C2-00080 OPEN SPACE B vimiNIII MHr AND SHEET LAYOUT + N 3883350- SCALE: l' = 600 � 380\.1 N 3883200 093A5-K2-08-02800 NORTH NAD-83 CONTOUR INTERVAL = 2' N 3883050 SCALE: 1 "=30' 30' 0 30' 60' 90 Feet INV.=386.8' r \ INV.=387.6' ` $ Q0 0 365.8 ,t\ X -14, -A390.0 RODS D�SET ELEV =360.82' \ I \ 363 6� � 363., / I W WL/E-2 093A542-013-02700 370.4 379.7 / \ LOT 29 093A542-013-02600 k 390.4 \ WL/E-2 LOT 25 \ So LOT 24 8A6g9'1'o oI X �T�ss�F, J LO L E 0 WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville -Virginia 22902 (434) 973.0045 www.WooUey-Eng.com Owner: Glenmore Community Association Inc. PO Box 93 Keswick, Virginia 22947 WPO PLAN AMENDMENT Q Q L I L Z LU W Q W LU ILL � 0 0 >- `CL Z 0 LU Z U V EXISTING CONDITIONS EXHIBIT Job Number: 20050 Date: May 3, 2021 Revision: I Scale: 1"=30' Sheet No.: C2A copyright © 2021 by Woolley Engineering 6 of 16 SHEET C3.1 G , i , 1 ' 1 SHEET C3.5 ---1 SHEET C3.4 i I SHEET C3.2 I I \ , , ,Z,\m \eyll SHEET C3.3 NOTE: CONTRACTOR SHALL NOT BLOCK ANY DRIVEWAYS DURING CONSTRUCTION. LM 0 VUOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 (434) 973,0045 www.Woolley-Eng.com Owner: Glenmore Community Association Inc. PO Box 93 Keswick, Virginia 22947 WPO PLAN AMENDMENT LAYOUT SHEET KEY Job Number: 20050 AP TH OF U ERIC W WOOLLEY 9 LIC. No. 37088 _- -alONAL Ur Date: July 9, 2021 Revision: Scale: 1'= 120' Sheet No.: 120 4 120 240 3I CIO 7 of 16 copyright © 2021 by Woolley Engineering I LOT 8 / / / SHIFTED GUARDRAIL SECTION DETAIL (STA 18+63 TO STA 23+56) LM LOT 5In I / / S WooLLEY ENGINEERING 00 Zl FZ/ OQOJO �P PEZ SHIFTED I r Z M Consulting Civil Engineers 210 5th Street NE �PN,O 0 GUARDRAIL m Charlottesville (434) 973 0045a 22902 LOCATION M www.Woolley-Eng.com N Owner: M rn --- i Glerunore Community 1 2' 4' 3' n Z\ PATH SLOPE EXISTING ROAD 05 ` OFFSET TO FRONT FACE OF EXISTING GRADE' 093A4-00-Q2-00100 E \ 1„. W N Association Inc. PO Box93 SHIFTED GUARDRAIL �— 4 • 1 Keswick, Virginia 22947 4:1 SLOPE o \ 093A4-00-02-00300 / \ WPO � PLAN \ ✓ TYPICAL SECTION DETAIL FOR PATH OFFSET FROM EXISTING GUARDRAIL TBM #1 \ AMENDMENT \ IRON ROD AND CAP SET ELEV.=338.60' II \ \ I \ NOTE: OFFSET FROM REAR 339.4 \ / \/ I ` / _ _ OF GUARDRAIL = 2' EXISTING OR AS NOTED ON GUARDRAIL THE LAYOUT PLAN (TO REMAIN) Q_ BEGIN NEW 4' WIDTH WALKING PATH AT EDGE OF EXISTING oo� °° PAVED DRIVEWAY STA 13+50 2. V DC SIGN / \� \ ) I / P �'y10 "CARROLL CREEK TRAIL / - � t , / /� i PATH SLOPE EXISTING GRADE 093A4-00-Q2-00200 �� \ \ I / / /�' 11 r Z v \ 332 a R ,' \ I / / , EXISTING GRADE OFFSET FROM REAR uj J p� . , / / / OF GUARDRAIL RAISE EX. VALVE COVERS TO BE T �� \\ / GRADE = EX GRADE FLUSH WITH FINISH GRADE OF PATH o� , / �� R\\x/ // /� — \ V. � � / /'� 093A4-00-00-000JO � / � � COMMON AREA � Q LLJ m _ 2972 � � 6 WIDTH CROSSING CONTRACTOR SHALL RE -LOCATE _ _ 570' OF EXISTING GUARDRAIL Q CPRRO�` WITH PAINT STRIPING _ - J6, � s (SEE SHEET C3.2 FOR 093A4-00-00-000JO — w ILL / / \ °F COMMON AREA / O CONTRACTOR SHALL MAINTAIN EXISTING / '\ .. CONTINUATION OF GUARDRAIL) �— MIN. 41"CLEAR WIDTH BETWEEN FIRE / / 32 %, HYDRANT AND BACK OF GUARDRAIL 3ose � BEGIN SHIFTING \ 323 c, GUARDRAIL / /i �i i� Z 5S� (STA 17+91) i pOD 10NE pOD p pN D 10NE WALKING PATH FLUSH WITH BACK SIDE OF P GUARDRAIL AROUND EXISTING FIRE HYDRANT / 310 ;, SHIFT PATH FROM STA 14+3 TO STA 14+32 '2'" \uj ' CROSSWALK SIGN / o �^ I� r \ MTUCD STD. W11-2 �� �� ' D / NOTE: TRI4. M TREE LIMBS AS NECESSARY / (SEE TREE TRIMMING DETAIL ON C4.0) °o° �tiv� / i' �� _ \ ✓ \ c R 14' 2 IRON R� AN 848 SET \ 7.8104 3oasp r \ \ r' 093A4-00-Q2-05200 LAYOUT 9 TBM #2 ( oo °� ®® �' %' IRON ROD AND CAP S X 2 oo ELEV=318.20' },P PLAN 5 \ .< — _ - 3' o R/ 093A4-00-Q2-05300 420I 0 / le N�NPSEIIW��6 �69 o / \'zoo /W lPR Job Number: e� "' \ 20050 093A4-00-00-000JO /\ 2 / COMMON AREA \ �" 093A4-00-Q2-05400 ; pie_, „py1H of pj \ -- TBM 13 / V ERIC W WOO= 9 BEGIN TRANSITIO FROM 1' O FSET FROM / IRON ROD AN CAP SET \ BACK OF GUARDRAIL TO 2' OFFSET FROM 20, ELEV=323.47' _ � � 11C. No. 37088 p rq � BACK OF GUARDRAIL (STA 16+53) \� o� $� � �SSIO \ \/ \ v�'�' NnL CROSSWALK SIGN MTUCDSTD. W11-2 Date: k o a y \ July 9, 2021 NOTES: Revision: 1. SEE TYPICAL WALKING PATH SECTION DETAIL ON C4.0 TRIM TREES TO IMPROVE SIGHT DISTANCE / 2. CONTRACTOR SHALL NOT BLOCK ANY DRIVEWAYS DURING FOR PEDESTRIANS AT CROSSING (SEE / CONSTRUCTION TREE TRIMMING DETAIL ON SHEET C4.0) 3. CONTRACTOR SHALL NOT DISTURB CUT AND REMOVE 27OF EX GUARDRAIL EXISTING MAILBOXES \ Scale: 1 " = 30' ADD FLARED END TERMINAL WITH CURVED END SECTION AT NEW END Sheet No.: 30 0 30 60 90 1 C3e I Scale: 1" = 30' 8 16 of copyright © 2021 by Woolley Engineering FLARED END TERMINAL WITH ADD CURVED END SECTION b" RIVER ROCK OUTLET PROTECTION E0 093A4-00-00-000JO RESHAPE DITCH AT 4:1 SIDE SLOPES 093A4-00-Q2-00500 CUSTOM DITCH DETAIL AT STA 24+96 COMMON AREA y END GUARDRAIL RELOCATION AT STA 23+56 LINE DITCH WITH FILTER FABRIC 093A4-00-Q2-01000 0 In - - 2 � ' CUSTOM DITCH (SEE CUSTOM .0 VUOOLLEY ENGINEERING r Z M, \ 093A4-00-Q2-00400 I DITCH DETAIL INSET) ti o Q RE -LOCATE EXISTING PAINTED STOP BAR \ Consulting Civil Engineers 210 5th Street NE BEGIN TRANSITION FROM 3' OFFSET v Charlottesville= Virginia 22902 (434) 973"0045 3� rn _ eyF �� TO 2' OFFSET (STA 25+57) / c� \ �. = 3 4- CONTRACTOR SHALL RESTORE www.Woolley-Eng.com / -----� - - -'� 8 o Q a� LANDSCAPE TO EXISTING CONDITION -`����� - - - - ADD 4' OF RIVER ROCK UPON COMPLETION OF REGRADING m��- - �'37\ OUTLET PROTECTION TO ENI i Owner: Glexunore Communi Association Inc. OF EXISTING CULVERT 3 APPROX CL OF DITCH 1 ' �o WATER METER CAP ( W -� o / -�f�-------3' S , ❑ \ / (SEE DITCH DETAIL ON C4.0) ¢ IRRIGATION BOX PO Box93 o \ o / / ` 0 1 �g2 1 1 R30 /� 394.6 i R O Keswick, Virginia 22947 0/W o o^ ) /--+ / / �sQ _ e, 395. 1 R60 1.5' 8' -P 6 3 8 H N _ TBM �6 ( 'Gd� lAu w WPO #4 IRON ROD AND CAP SET per, -- \------ �_�_ -_=_ - - i_ .� ti =--- / - -' < > RIVER ROCK ELEV.-358.48'ti� �,---- -_ --- ___ TBM 5 IRON ROD AN CAP SET LINED DITCH PLAN / -- ELEV=395.32' CROSSWALK SIGN 500 NEwBR1t)GE - ,.,, Bou ER AMENDMENT 093A4-00-Q2-05200 \ R�W (pR1VATE)(WL1�ROA�� 0 B 2422, AND S \ �w� l\xrn R3 SIRE ` �° ;' wa sicN .., MTUCDSTD.W11-2 CONTRACTOR SHALL EITHER DROP � 093A4-00-Q2-05100 p0. 466, ) E_ 469 (PLAT) I/ o� � � �3stie 3, `. \ \ 20 IRRIGATION LINE AND ADD NEW VALVE \ \ \ 093,44-00-Q2-01100 BOX COVER OR EXTEND EXISTING \ s 3' \ 7' IRRIGATION LINE TO 24" DEPTH CONTRACTOR SHALL RE -LOCATE 570' OF EXISTING GUARDRAIL \ 093A4-00-Q2-05000 _ E T `\\ ` P NG BE ...... 396+9 O� \ \ (SEE SHEET C3.1 FOR CONTINUATION OF GUARDRAIL) \ 6' WIDTH CROSSING 3' WITH PAINT STRIPING 396.E �'V 8' Q Q R7' \ 41' 6" \ -- �222 2 L V W RE- LOCATE CENTERLINE OF DITCH p° 397.4 \\ TIE-IN RIVER ROCK TIE-IN RIVER ROCK LINED DITCH INTO LINED DITCH INTO J � \ CROSSWALK SIGN (SEE DITCH DETAIL ON C4.0) MTUCD STD. W11-2 STA 28+12 TO EX. DRIVEWAY 3975 100, \ EXISTING DITCH EXISTING DITCH I W J Q 3 . \ SECTION A -A < \\ \ \ 2 0 m ati 093A4-00-Q2-01200 / / / _J 3s�.o / w \ � 397.6 LL 0 093A4-00-02-04900 1062 396.9 \ CONTRACTOR SHALL INSTALL TREE PROTECTION PRIOR TO BEGINNING \\� \ U 30' / w WORK IN THIS AREA // R-/ / NOTES: -� 1 / / 1. SEE TYPICAL WALKING PATH r \ / "• 396.8 / SECTION DETAIL ON C4.0 v 2. CONTRACTOR SHALL NOT BLOCK \ ANY DRIVEWAYS DURING / CONSTRUCTION LAYOUT / 396.5 3. CONTRACTOR SHALL NOT DISTURB 093A4-00-1)2-04800 \ 396.0 EXISTING MAILBOXES PLAN \ \ Job Number: SECTION DETAIL FROM STA 25+00 to 25+82 6' WIDTH CROSSING R10' \ 1 395.9 093A4-00-1)2-01300 / 20050 EXISTING CENTER OF DITCH WITH PAINT STRIPING STREET `� \ SO\ GRADE 0.5' 1.0' 4' PATH SLOPE 3' EXISTING ROAD SIGN 1 \ B %yy OF q. SHOPF i 2� S�OQE �_ 4,..1, OFFSET FROM ROAD � 3H.0 ��\ p� ?sr?�2TBp� fH j GRADE = EX GRADE \ / 5.9 _ 4 \ ' y 66' `! 90 Ze �'T'Q U ERIC W. WOOLLEY 9 SIGN IV N "STOP R 10' 5 J \ LIC. NO. 37088 �sS! `�pt1 uG \ o° \ / \ o xnL / TBM k6"�69 vG IRON AND6CAP SET RODELEV.=396.03' \ \••� 396.3 oi� TRANSITION FROM 3' TO 4' OFFSET FROM \\ ROADWAY (STA 32+22 UNTIL DRIVEWAY) Date: ' G \\ July 9, 2021 Revision: \ 093A4-00-02-01400 � \ 396.1 c \ 6.0 \ o° MATCHLINE (SEE SHEET C3.3) \ \ 093A4-00-Q2-03400 A 4�ktiw /�� Scale: 1" = 30' te\ 4 Sheet No.: 395.3 3 30 0 30 60 90 \ � 093A4-00-Q2-01500 C302 °0 093A4-00-Q2-03300 \ \ 394.4 - Scale: 1" = 30' 394.5 \ 9 16 of copyright © 2021 by Woolley Engineering — / 093A4-00-Q2-03400 xI LM � / o 5 ' 395.3 Q WooLLEY ENGINEERING Consulting Civil Engineers \ 210 5th Street NE - \ Charlottesville= Virginia 22902 093A4-00-Q2-01500 �� \ (434) 973.0045 — 093A4-00-Q2-03300 \ 3944 www.Woolley-Eng.com MATCHLINE (SEE SHEET C3.2)----- 394.5 Owner: Glerunore Community i gyp, Association Inc. PO Box 93 Keswick, Virginia 22947 WPO PAVEMENT MARKING INSET cZs�AFo PROPERTY LINE STA 11 +25 to STA 13+25 BEGIN TRANSITION FROM 3' lr&o \' / Ao= �� �J F PLAN AMENDMENT YELLOW CENTERLINE OFFSET FROM ROADWAY TO 6' �O PAVEMENT MARKING / OFFSET FROM ROADWAY 389.7 (STA 4 37) '. 0.1 399.4 6 - _ \ 309.4 Q� .3 T \ 6' WIDTH CROSSING S 389.3 Q WITH PAINT STRIPING R45' 6' x3e /ii -1� C:D O \ s' / L IG 390 // 1 RODBAND7CAP SET T / ELEV.=388.89' ,,Znn V ' O O N \ 093A4-00-Q2-03300 \ 14' / — 18 L `J \ REGRADE DITCH WITH 3:1 MAX SIDE \ SLOPE STA 10+85 TO STA 1 1+35 ae7.x 7' LLJ � Q -i \ 4 (SEE DITCH DETAIL ON C4.0) �. 3' .7 J Q] Q CROSSWALK SIGN — — �9Lg4 \ \ \ �_ \ coM�00 oo MTUCD STD. W 1 1 2 Q LLJ m — — — — EXISTING PROPOSED 4' WIDTH WHITE PAVEMENT oN o o �� \ oVo �� �F / ADD PAINT STRIPING TO ROADWAY % W Q ILL PROPERTY LINE WHITE PAVEMENT WHITE EDGE LINE AND SIGNAGE TO ALERT VEHICLES 1__L O MARKING PAVEMENT MARKING GUARDRAIL WALKING PATH MARKING TO WATCH FOR PEDESTIRANSos PAVEMENT MARKING INSET) 3�8 O O � (SEE \, WALKING PATH TO "HUG" GUARDRAIL / L D SMALLEST SEPARATION FROM 1 O Z ROADWAY IS APPROXIMATELY 8" o / U 388.9 �� W / S�F � P @/ V i p p OS 093A4-00-Q2-03200 4�,����� 388.3 LAYOUT / IRONTBM ROD AND SEf O� / PLAN - \ ELEV.=386.83.83' F Job Number: 20050 W9 os p �3g0 390.4 So, a� Syr y9PT O 5�,�1 0����0 `xp�� 3 of D rArP2I��� o0 / NOTES: TYPICAL WALKING PATH 9 RC. c>t37088 ssF�FC� \ As9 s�T a99a �� / �00 ti // SECTION DETAIL ON C4.0 NOWOO= wa o� 1%. �ssT S' p�9T 390.5 50 3 �i 2. CONTRACTOR SHALL NOT BLOCK ANY DRIVEWAYS DURING ONAL CONSTRUCTION 093A4-00-00-000JO Date: COMMON AREA z / 3. CONTRACTOR SHALL NOT DISTURB EXISTING MAILBOXES July 9, 2021 Revision: SIGN x 390.2 OP' � MATCHLINE (SEE SHEET C3.4) 380.5 NOTE: TRIM TREE LIMBS AS NECESSARY Scale: 1" = 30' OO� / (SEE TREE TRIMMING DETAIL ON C4.0) 91 / Sheet No.: 6' WIDTH CROSSING 093A4-00-Q2-02900 R WITH PAINT STRIPING \ / REGRADE DITCH WITH 3:1 MAX SIDE 30 0 30 60 90 C33 \ SLOPE STA 10+85 TO STA 1 1+35 o \ 11 Y (SEE DITCH DETAIL ON C4.0) Scale: 1" = 30' 383.4 \ � � ` 10 16 of copyright © 2021 by Woolley Engineering L—�0 00�9 0 / WooLLEY ENGINEERING 093A4-00-Q2-02900 6' WIDTH CROSSING \� Consulting Civil Engineers WITH PAINT STRIPING s5th Street NE Charlottesville- Virginia 22902 (434) 973,0045 www.Woolley-Eng.com MATCHLINE (SEE SHEET C3.3) r`/ 383.4 \ owner: / \ R7 I 3 tea/ I GlerunoreCommunity Association Inc. PO Box 93 / \ .. .. — H9 3' � IRON RODD AND CAP SET /� /� ELEV=383.15' ���� Keswick, Virginia 22947 '� ADD SMALL AMOUNT OF FILL 4' RIVER ROCK I � \ \ \ R14' CROSSWALK SIGN , 380A WPO ADD OF FOR \ \ \ MTUCD STD. W11-2 2 OUTLET PROTECTION I \ \ / I PLAN APPROX CL OF DITCH NOTE: TRIM TREE LIMBS AS NECESSARY \ \ \ \ ol���i 381.0 7 2' 0. 10' AMENDMENT (SEE DITCH DETAIL ON C4.0) LAYDOWN AND STAGING AREA (SEE C4.0 FOR TREE TRIMMING DETAIL) V I 093A4-00-00-000JO 37s., COMMON AREA SEE ES2.0 FOR DETAILS \38 __ RAISE VALVE COVERS TO BE FLUSH WITH GRADE WITHIN PATH 0930-00-Q2-02700 / �\ 379.6 (5) AMERICAN HOLLY (ILEX OPACA) AT TOP OF SLOPE I ` __- -- SIGN "1111 BIRD TRAIL (OPTIONAL) p I APPROX CL OF DITCH DITCH DETAIL ON C4.0) 5' O.C. - 2 GAL. SIZE I F SMALL AMOUNT OF FILL (SEE � \ % 376.a / Q_ ADD RIVER ROCK AROUND ES sF 1� Z TIB# 378.7 �2 IRON ROD AND1 CAP SET \,• ELEV=386.1I' 093A4-00-Q2-02800 1 093A4-00-00-000JO COMMON AREA / — > —__� � R� �, 093A4-00-Q2-02600 eF-o = _ _ 3' � � _ / / � � LLJ ADD 4' OF RIVER ROCK FOR /� �, R14'� /� �� CROSSWALK SIGN J Q Q OUTLET PROTECTION / (\ N R20 T78.7 3jae MTUCD STD. W11 2 LU ip �9 ! / W _f, 165' 20 �1 �_\ / / D/Ni/ _ \ / I w LL 3761 Y \ O 3eo �. FARRINGDON ROAD M #10 AND SS/E-1) IRON ROD AND CAP SET \ \ \ C 375.3 093A4-00-Q2-02300 50' R/W (PRIVATE WL E-1 469 (PIAT) ELEV=382.60' �/ Z / / I APPROX CL OF DITCH , ,� oo /\ D.B. 2422, PG- 66, / / (SEE DITCH DETAIL ON C4.0) i i . \ sz 37'.9 APPROX LOCATION TO W U /,y1ry 45 l 093A4-00-Q2-02200 STOP RE -GRADING AND / TIE INTO EXISTING DITCH NOTES: —� BEGIN TRANSITION FROM 3' OFFSET STA 20+45 1. SEE TYPICAL WALKING PATH SECTION DETAIL ON C4.0 v FROM ROAD TO 1' OFFSET FROM ROAD (STA 26+00) �'�`� / / 2. CONTRACTOR SHALL NOT BLOCK os SZ / ANY DRIVEWAYS DURING TBM 12 ROD CAP SET CONSTRUCTION IRON AND ELEV.=365.33' 3692 . 093A4-00-Q2-02500 / � � — /I � / 3. CONTRACTOR SHALL NOT DISTURB EXISTING MAILBOXES LAYOUT PLAN 00 T / Job Number: ED 1�— — R— 65.A J / / 0050 /1 SECTION DETAIL FROM STA 20+45 to 23+17 & STA 25+9 to 26+20 F 11 4 3 V OP / EXISTING I PATH SLOPE a " 1' GRASS STRIP SLOPE = 2" PER 1' EXISTING ROADr 05}9Z \ 1 2.5 GRADE U PsRIC 19. WOOLLEY 11C. NO. 87088 I � v"a�y'/� v� 7 MIA \ I' r \ 3:1 SIDE SLOPE UNTIL MATCH GRADE 3:1 SIDE SLOPE o��sS! O NAL 4�� CENTER OF DITCH 093A4-00—Q2-02400 \ (SEE DITCH DETAIL ON C4.0) Date: July 9, 2021 / 359.8 \ \ / Revision: 3 RAISE VALVE COVERS TO BE FLUSH \ J WITH GRADE WITHIN PATH MATCHLINE (SEE SHEET C3.5) — — _ — / Scale: 359.0 \ �' °keti Sheet No.: / I 2.5 093M-00-00-000JO 30 0 30 60 90 C304 COMMON AREA 1 093A4-00-00-000JO COMMON AREA Scale: 1 = 30 - � -- - / } RC,3 11 16 of copyright © 2021 by Woolley Engineering E0 359.0 iV 0 Qk�1' yy� / / I 3ssa VUOOEEEY �' NGINEEffiNG / 2'$ \ Consulting Civil Engineers I i I / 093A4-00-00-000JO �q \ � 210 5th Street NE Charlottesville= Virginia 22902 (434) 973 - 0045 I COMMON AREA`I \ / 093A4-00-00-000JO COMMON AREA / www.Woolley-Eng.com MATCHLINE (SEE SHEET C3.4) / I I 3 — � cA Owner: � __ Gle / 7 Assoc ation Inc. PO Box 93 Kesw- Virginia F J - 22947ick, - I � / WPO 00�6Z � NOTES: I a 1. SEE TYPICAL WALKING PATH SECTION DETAIL ON C4.0 PLAN IBM #13 AMENDMENT IRON ROD AND CAP SET \ ELEV. 360.82' 2. CONTRACTOR SHALL NOT BLOCK — \ \ ANY DRIVEWAYS DURING \ I \ CONSTRUCTION 093A5-K2-C2-000BO 366 363.7 I 3. CONTRACTOR SHALL NOT DISTURB CI� EXISTING MAILBOXES OPEN SPACE B I \ \ HATCHED AREA DENOTES I LOCATION OF ALTERNATIVE Q _ LAYDOWN AND STAGING AREA Z _ SEE C3.4 FOR OTHER LOCATION L� ,,5 SEE ES2.0 FOR DETAIL �I\ v EE � 3' \ CONTRACTOR SHALL COORDINATE 3' 5 093A5—K2—OB-02700 WITH CENTURYLINK TO RE / \ J -LOCATE / _j Q) INDICATOR POST / 370.4 J Q oso� 2' F / Q LLJ / BEGIN TRANSITION FROM 2' OFFSET // — m J Q FROM ROADWAY BACK TO 3' OFFSET / w FROM ROADWAY (STA 31+34) R / \ LL � 0 00 380.0 379.7 LU 188 \ LOT 29 i BEGIN TRANSITION FROM 3' OFFSET y / FROM ROADWAY TO MATCH OFFSET I ; 3e5.6 LAYOUT FOR EXISITNG PATH (STA31+71) OO�Z2 � / \ PLAN 3s& 093A5—K2—OB-02600 \ aso.o ° 390.4 \ Job Number: 20050 / r 093A5—K2—OB-02800 k\�S \ �O ` U PsRIC W. WOOLLEP 9 A LIC. No. 37088 a �° LOT 25 \ ��SSNNAL so �/ \ Date: qe eR��/pgT�NyC�pN / $Iq/F 10 s July 9, 2021 Revision: Ts/F.. TIE-IN NEW 4' WIDE ASPHALT WALKING v / PATH INTO EXISTING 6' WIDE WALKING oo \ PATH AT STA 32+22 WITH A 40' TRANSITION / FROM 4' WIDE TO 6' WIDE WALKING PATH o` Scale: 1 " = 30' Sheet No.: o � 30 0 / 30 60 90 C3e5 o�x Scale: 1" = 30' 12 16 of copyright © 2021 by Woolley Engineering Page 6H-12 Typical Traffic Control Mobile or Short Duration Shoulder Operation (Figure TTC-3.2) NOTES September 2019 Guidance: 1. In those situations where multiple work locations within a limited distance make it practical to place stationary signs, the distance between the advance warning sign and the work should not exceed S miles. 2. The ROADWORK NEXT S MiLES (W21-Y2) sign should be used instead of the ROAD WORKAHEAD (W20-1) sign if the work locations occur over a distance ofmore than 2 miles. Standard: 3. Vehicle hazard warning signals shall not be used instead of the vehicle's high -intensity amber rotating, flashing, or' oscillating lights. Vehicle hazard warning signals can be used to supplement high -intensity am her rotating, flashing, or' oscillating lights. 4. If an arrow board is used for an operation on the shoulder, the caution mode shall be used. 5. Vehicle -mounted signs shall be mounted in amanner such that they are not obscured by equipment or supplies. Sign legends on vehicle -mounted signs shall be covered or turned from view when work is not in progress. 6. If multiple work crews are active at various locations throughout the 2 mile work zone, a shadow vehicle shall be used for each work crew. 7. A truck -mounted attenuator (TMA) shall be used on the shadow vehicle on Limited Access highways and multi -lane roadways with posted speed limit equal to or greater than 45 mph for operations with a duration greater than 60 minutes.' tion: 9. When the work operation is off the shoulder with a work duration of 1-15 minutes vehicle warning lights may be used on a work vehicle parked on the shoulder, no sighs or shadow vehicle is reauired.'' Standard:' 10. When the work operation is off the shoulder with a work duration of 15-60 minutes, vehicle warning lights and a truck mounted sign (W20-V3, W20-V6, W20-Vl, etc) or a sign on a portable sign support shall be placed behind the work operations vehicle. _ Option: 11. The work area may be delineated by installing channelizing devices. The channelizing devices would start at the front of the shadow vehicle and extend through the work area. The spacing, between channelizing devices may be reduced in the travelway to prevent motorists from entering the work area' 1: Revldon I- QV2015 2: Revison 2 - 9l1t2019 September 2019 Mobile or Short Duration Shoulder Operation (Figure TT C-3.2) Page 611-13 MIRED -_E NOTES 5, 6, 7, U. 3, 10 ING DE) WM41R 120.1 NOTE 2 1: Residen 1-411015 FINISH GRADE 2" SM-9.5A 4.5 N WIDTH PATH SLOPE I —III. 4" COMPACTED AGGREGATE BASE - VDOT #21-A COMPACTED SUBGRADE CBR = 10 WALKING PATH SECTION DETAIL N.T.S. 4" EXISTING GRADE WALKING PATH (SEE DETAIL) MAT Cy pXOT �G GRa�Tl1 I NON -WOVEN GEOTEXTILE JCENTER OF DITCH FABRIC WITH ENDS BURIED A MIN. OF 6" BELOW GRADE DITCH RELOCATION DETAIL N.T.S. GRASS NOTE: SEE PLAN FOR LOCATIONS OF DITCH RELOCATION NOTE: CONTRACTOR SHALL MAKE EVERY EFFORT TO MEANDER THE PROPOSED NEW TRAIL AROUND EXISTING TREES WITHOUT DAMAGING THE TREES OR ROOT SYSTEMS. CONTRACTOR SHALL NOT REMOVE ANY TREES LARGER THAN 6" DIAMETER WITHOUT AUTHORIZATION FROM THE OWNER PRIOR TO DEMOLITION. CATCHPOINT EXISTING GROUND CUT AS NECESSARY DITCH (SEE PLAN FOR LOCATION OF DITCHES) WALKING PATH TREE TRIM DETAIL N.T.S. EXISTING GRADE' CLEARING WIDTH ±10' 4' q BASE COURSE (VDOT #21 A) SUITABLE MATERIAL T CLEARING HEIGHT 15' SM 9.5A CATCH POINT NOTE: TYPICAL OFFSET FOR WALKING PATH FROM ROADWAY IS 3'. SEE PLAN FOR LOCATIONS WHERE OFFSET VARIES DUE TO SITE CONDITIONS TRIM BRANCHES FLUSH WITH TRUNK LL SLOPE AS NECESSARY EXISTING GROUND 4' 3' PATH SLOPE EXISTING ROAD 1, I, TYPICAL WALKING PATH SECTION DETAIL N.T.S. EXISTING GRADE' LM 0 VUOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 (434) 973,0045 www.Woolley-Eng.com Owner: Glenmore Community Association Inc. PO Box 93 Keswick, Virginia 22947 WPO PLAN AMENDMENT vTJ i Q � Q n�\ Z W � Z v LU / J J Q) <� Q � L \ Q LJJ S m W IL 0 00� Z 0� w rJ V GENERAL DETAILS Job Number: 20050 va OP 'rL r U ERIC W. WOOLLEY 9 LIC. No. 37088 -alONAL� Date: July 9, 2021 Revision: Scale: As Noted Sheet No.: C400 TRAFFIC MANAGEMENT DETAIL N.T.S. copyright © 2021 by Woolley Engineering 13 of 16 Stormwater Management Narrative: Water Quantity: Pre -Construction: The work for this project takes place within the exisitng right-of-way. The site drains via overland flow. There are several existing ditches and culverts conveying flow through existing driveways. Ultimately all stormwater from the project area flows to existing stormwater management facilities. Post -Construction: There are several places where existing stormwater conveyance ditches will be shifted in order to accomodate proper separation of the proposed walking path with existing roadways. Proposed runoff from the project area will convert to sheet flow to meet VSMP regulations under Part II B, Water Quantity (9VAC25-870-66 D.) Method of Analysis: The project area was defined as the area between the existing roadway and the edge of the right-of-way. This area was evaluated along the proposed walking path length and determined to total 1.42 acres. Existing and proposed conditions within the project area were entered into the VRRM spreadsheet to determin the required nutrient load removal values. Water Quality: The Owner plans to purchase nutrient credits from a local nutrient credit bank. The credit bank purchase shall be used to satisfy stormwater quality measures defined in the the state VSMP regulations, Part II B. Drainage values were inserted into the DEQ VRRM spreadsheet to determine water quality values (See VRRM Spreadsheet). The required Total Phosphorus removal determined using the VRRM spreadsheet, totals 0.80 Ib/yr for this project. Vr¢va Runoft Reduction Memod Worksheel DEQ Virginia Runoff Raductlor, Method Re -Development Compliance Spreadsheet - Version 3.0 04fPDesIgn Spedfkoriom List: 2013 Draft Stds & Spen Site Summary Project rifle: GLENMORE WAW NG PATHS hate: 44101 i Total Rainfall (in): 43 Tonal Dkrurbeci Acreage: 1.{2 Site Land Cover Summary Pre-ReDevelnnment land CnVx facresl A if, OSalk CSolh DSoNe Totals %af Tatal Ferest/Open (acres) 0.00 0.00 0.00 am 0.00 0 Meneged Turf (acres) 0.00 0.00 0.00 L37 L37 97 Imperviom Cover (ecrw) 0.00 0.00 0.00 0.D5 005 3 1 41 100 PncLRrpovnlnnmmt land rnver rarr�l A soda 1 B SONS C soil, D Sell, Toah of Total Ferest/Opan (acres) ODO 1 0.00 1 a0D 0.00 0.00 0 Meneged Turf(acrm) 0DO 0.00 0.00 LOD L0 0 70 Impervious Covv(anas) O.DO 000 1 0.00 0.43 0.43 30 L42 100 Site Tv and Land Cover Nutrient Loads Final Post-Devebpment Paid. Port A ustad Pit (PonR.O.vdopment RaDeveluprRwrt DNaloprwmrt RaDavelopman B Naw l rnoiniaua) (Now lmpwk,ua) Site Rv 04b 0.28 0.95 0.28 Treatment Volume h' 2,174 1,074 1,300 1,074 TP Load(Ib/yr) 1-49 0.67 0.82 01 Foal TP Load Reduction Required(Nr/yr) 0.80 0.13 0.66 Find Po"welopmwt Loed IPort-ReDevel potent O.Newlmpervious) Pre- ReDevdopnnc" TN Load (lb/yr) 10,67 b.36 Summery Print Virginia Re noff Reduction Method worksheet Drainage Area Summary Pro- Final Post -Development Post-ReDmeloprneri ant TP Load per as Load per am d ppc, er acre TP Load (Ib/one/yQ IIb/woe/yr) Ib aue r 0.64 1.05 am D.A.A DA.B DAC DAD D.A.E Total Forest/Opeo (acres) O.DO 0.00 0.00 0.00 LLi iO 0 Dii Managed Tart (aces) OA0 aD0 0.00 0.W U.JU VUV Impervious Cover (acres) 11110 am 0.00 0. DO 0.00 ...... Total Are.(acres) am 0.00 D.00 0.00 0.00 ON Drainage Area Compliance Summary DA.A DAB D.A.0 D.A.D DAE Teal iP Load Reduced Ib r 0.00 0.00 I D.00 0.00 0.00 0.00 TN Loed Reduced (Ib/yr) 0.00 0.00 I D.00 aD0 0.00 0.00 VRRM SPREADSHEET N.T.S. Vrgnm Runoft Reduction Memod Woncsheel Site Compliance Summary Maumum%RWudian la"WrW 0.1 ha Raoaval"naeat Load 20% Total Runoff Volume Rrduction(it' 0 Total TP Load Reduction Achieved(lb/yr 0.00 Total TN Load Reduction Achieved(b/yr 0.00 Remaining Post Development TP toac 1.49 Ubhr Remaining TP Load Reduction(lb/yr 0 .910 Required Summery Pont Vrgnia Runoff Reduction Method Workshee: Runoff Volume and CN Calculations lyrraemm 2yawamrm 20= ato2 Target Rain Fell EveA(m) 3.05 3.69 5.59 Drainage Areas RV&CN DrulnegeAr"A DralnageAre ll Drainage ArenC Drainage Areal) Drainage Area 0i G 0 RR (it') C 0 0 c lyear remrn period RV wo RR lw>inl 0.00 moo a.Oc 0.0C RV w RR iwo.i.) am moo am O.cO 0.0C CN.Bpfed 0 a a a 0 2year return period RVwo Mt lweur) am moo am am 0.0c Ww RR tweln) am moo am am 0.0c CN.d)uwad 0 0 0 0 0 la -year return period W. RRlwefn) 0.00 am am 0.00 O.Oc wwRR Meln) am am am am O.Or CN adivaned 0 0 0 0 LM 0 WooLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 (434) 973,0045 www.Woolley-Eng.com Owner: Glenmore Community Association Inc. PO Box 93 Keswick, Virginia 22947 WPO PLAN AMENDMENT v I F_ -►n-\ Z W � (D > Z w / J J N IY LU 1r2�0/� W W LL 0 00� 0 Z � W J STORM WATER MANAGEMENT PLAN Job Number: 20050 AP 1 P a OF r� ERIC W. WOOLLEY 9 LIC. NO. 37088 _- -aIONAL Ur Date: July 9, 2021 Revision: Scale: As Noted Sheet No.: C500 copyright © 2021 by Woolley Engineering 14of16 EROSION AND SEDIMENT CONTROL NARRATIVE Glenmore Walking Paths Erosion and Sediment Control The County of Albemarle, Virginia PROJECT DESCRIPTION The scope of this E&S narrative and plan is for the purpose of developing soil in preparation for the construction of walking paths along existing roadways within the Glenmore neighborhood. A total of approximately 1.42 acres will be disturbed during construction. EXISTING SITE CONDITIONS The topographic and built improvements existing on the subject property are depicted on the accompanying E&S plan, utility plan & profiles, and the general notes sheet. ADJACENTAREAS The Glenmore neighborhood is located in eastern Albemarle County, just off of Richmond Road (US Route 250). The walking paths are proposed along two existing roads within the Glenmore neighborhood (Newbridge Road and Farringdon Road.) OFF -SITE AREAS All land disturbing activities shall occur on -site and within the limits of project shown on the plans. At this point, no off -site borrow, waste or grading activity will occur. SOILS This site is located in a geologic area referred to as the Piedmont Physiographic Province. The soils in this geologic area are weathered from the underlying metamorphic bedrock. The natural) occurring soils at this site were found to be moderate) to Y 9 P Y 9 Y highly plastic silts weathered from the Catoctin formation which consists of basic lava flows, schist, and gneiss composed of chlorite, plagioclase, amphiobole, and epidote. The soils observed here appear to be weathered from metamorphosed sedimentary soils such as phyllite and schist. The map units on the detailed soil map depicted on the Erosion and Sediment Control Plan, represent the soils in the survey area. The map unit descriptions, along with the soil maps, can be used to determine the suitability and potential of a soil for specific uses, and, precautionary erosion and sedimentation control measures which must be adhered to. They also can be used to plan for the management needed for those uses. The profile of the soil classifications follows: Codorus Silt Loam (16): This deep, nearly level (0-2%), somewhat poorly drained soil is on flood plains along streams and large drain ewa s. Typically, the surface layer is dark brown about eight 8 inches thick. The subsoil is about fifty-two 52 9 9 Y Y 9 () Y () inches thick mostly pale brown and light yellowish brown silt loam and silty clay loam and has light gray modes. Permeability is moderate and available water capacity is high. Shrink -swell potential is low. Runoff is slow, and the hazard of erosion is slight. Bugley Channery Silt Loam (51B): This shallow, gently sloping (2-7%), somewhat excessively drained soil is on weakly convex ridgetops. Typically, the surface layer is very dark grayish brown and brown channery silt loam about six (6) inches thick. The subsoil is yellowish brown about eight (8) inches thick. The substratum is brownish yellow extremely channery silt loam. Permeability is moderately rapid and available water capacity is very low. Shrink -swell potential is low. Runoffis medium, and the hazard of erosion is severe. Bedrock is generally at a depth of five (5) feet or more. Bugley Channery Silt Loam (51C): This shallow, strongly sloping (7-1551o), somewhat excessively drained soil is on side slopes. Typically, the surface layer is very dark grayish brown and brown channery silt loam about six (6) inches thick. The subsoil is yellowish brown about eight (8) inches thick. The substratum is brownish yellow extremely channery silt loam. Permeability is moderately rapid and available water capacity is very low. Shrink -swell potential is low. Runoff is medium, and the hazard of erosion is severe. Bedrock is generally at a depth of five (5) feet or more. Bugley Channery Silt Loam (51D): This moderately steep, (15-25%) shallow, somewhat excessively drained soil is on side slopes. Typically, the surface layer is very dark greyish brown and brown channery silt loam about six (6) inches thick. The subsoil is yellowish brown about eight (8) inches thick. The substratum is brownish yellow extremely channery silt loam. Permeabilityis moderate) rapid and available water capacity is very low. Shrink -swell potential is low. Runoff is rapid, and Y P P Y ry P P. the hazard of erosion is severe. Bedrock is generally at a depth of five (5) feet or more. Bu/fstat Silt Loam (62B): This deep, gently sloping (2-751o), well -drained soil is on convex ridgetops. Typically, the surface layer is grayish brown and yellowish brown about eight (8) inches thick. The subsoil is mostly yellowish red and strong brown silty clay loam and silty clay about thirty-one (31) inches thick. The substratum is mostly strong brown, yellowish brown, and red channery silt loam. Permeability and available water capacity are moderate. Shrink -swell potential is moderate. Runoff is medium, and the hazard of erosion is moderate. Bedrock generally ranges from forty (40) to more than sixty (60) inches.. CRITICAL AREAS There are no critical areas located within the project area. There are a few places where the slope is rather steep adjacent to the project area and these locations should be avoided during construction. EROSION AND SEDIMENT CONTROL MEASURES The contractor shall provide, construct and maintain erosion and sediment control measures on the site, in accordance with the Virginia Department of Transportation and the County of Albemarle erosion and sediment control measures (refer to the Erosion and Sediment Control Plan sheet). All vegetative and structural erosion and sediment control practices shall be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook. Permanent or temporary soil stabilization shall be applied to denuded areas within seven (7) days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven (7) days to denuded areas that may not be at final grade but will remain dormant (undisturbed) for longer than 30 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. Soil stabilization refers to measures that protect soil from the erosive forces of raindrop impact and flowing water. Applicable practices include vegetative establishment, mulching, and the early application of gravel base on areas to be stone. Soil stabilization measures should be selected to be appropriate for the time of the year, site conditions, and estimated duration of use. Temporary sediment filters and traps, perimeter dikes, sediment barriers and other measures intended to retain sediment shall be constructed as a first step in any land -disturbing activity and be made functional before up slope land disturbance takes place. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. The following structural practices will be implemented according to the requirements set forth by the Virginia Erosion and Sediment Control. Safety Fence (3.01) A protective barrier consisting of polyethylene web secured to a conventional metal past driven into the ground a minimum of 18 inches. Posts should be spaced at 6-foot centers. Used to prevent undesirable use of an erosion control measure b the P P Y public. To prevent access to an erosion control measure. Specific Application: Safety fence will be used at areas where pedestrians may come into contact with the planned work. Silt Fence (3.05) A temporary sediment barrier consisting of synthetic filter fabric stretched across and attached to supporting posts and entrenched. Used to prevent sediment from leaving the site. To decrease the velocity of sheet flows. Specific Application: Silt fence will be used at the foot of the cut/fill slopes and as shown on the plan. Inlet Protection (3.07) A temporary sediment filter around a storm inlet or curb inlet, in order to prevent sediment from entering storm drainage systems prior to permanent stabilization of the disturbed area. Specific Application: Inlet protection will be used around all storm drainage inlets and curb inlets existing within the project area and as shown on the plan. Outlet Protection (3.18) Structurally lined aprons or other acceptable energy dissipating devices placed at the outlets of pipes or paved channel sections. To prevent scour at stormwater outlets and minimize downstream erosion. Specific Application: This form of protection shall be utilized on all stormwater outlets by using nprap. 91. Surface Roughening (3.29) This erosion and sedimentation control measure involves creating horizontal depressions on slopes or leaving slopes in a roughened condition by not fine -grading them. This is done to aid in the establishment of vegetative cover or seed, to reduce runoff velocity and increase infiltration, and to reduce erosion and provide for sediment trapping. Specific Application: This form of protection shall be performed on all slopes 3:1 or greater as shown on the accompanying E&S Plan. Slopes less steep than 3:1 should have the soil lightly roughened and loose to a depth of 24" prior to seeding. D. Permanent Seeding (3.32) Establishment of perennial vegetative cover by planting seed on rough -graded areas that will not be brought to final grade for a year or more or where permanent, long-lived vegetative cover is needed on fine -graded areas. Specific Application: Permanent seeding will be applied to all portions of disturbed area. 9Z Dust Control (3.39) Reducing surface air movement of dust during land disturbances, demolition or construction activities in areas subject to dust problems in order to prevent soil loss and reduce the presence of potentially harmful airborne substance. Specific Application: Dust control shall be applied as necessary. PERMANENT STABILIZATION All areas disturbed by construction will be stabilized with permanent seeding immediately following finish grading. All seeds will be approved by the "Virginia Crop Improvement Association,"Blacksburg Virginia. Seeding will be done with the following: Two (2) parts Kentucky Bluegrass (Poa pratensis), by weight; minimum 98 % purity and 90% germination; maximum 1 % weed seed. Three (3) parts perennial Ryegrass (Labium parterre) by weight; minimum 85 % purity and 90% germination; maximum 1 % weed seed. Fifteen (15) parts Falcon Fescue; minimum 98 % purity and 90% germination; maximum 1 % weed seed. Permanently seeded areas shall be protected during establishment. Mulch shall consist of oat or wheat straw, free from weeds, foreign matter detrimental to plant life, and dry. Hay or chopped cornstalks will not be permitted. Mulch and/or lime shall be applied at a rate of two (2) tons per acre. Specifications for fertilizer are FS 0-F-241C, Type 1, solid form; Grade A or B; recommended for grass, with one hundred (100) percent of the elements derived from organic sources of the following properties: a) Nitrogen 12.0% b) Phosphoric Acid 8.0% c) Soluble Potash 8.0% With at least fifty (50) percent of the nitrogen from a non -water soluble organic source. The followingmeasures shall be incorporated during fertilization: P 9 Apply fertilizer at a rate of 1000lbs./acre. Apply after smooth raking of topsoil. Do not apply fertilizer at same time or with same machine as will be used to apply seed. Till fertilizer into upper two (2) inches of topsoil. Lightly water dry topsoil to depth of six (6) inches at least forty-eight (48) hours prior to seeding to obtain a loose friable seed bed and to aid in the dissipation of fertilizer. The following rates and practices will be adhered to for all seeding that occurs on -site: Apply seed a rate of 6-lbs./1000 sq. ft. evenly at right angles with a spreader or seeding machine. Rake in lightly, covering seed to depth of 1/8 inch. Do not seed area in excess of that which can be mulched on same day. Do not sow immediately following rain, when ground is too dry, or during windy periods. Roll seeded area with roller not exceeding 112lbs. Immediate) following seeding and compacting apply mulch to a thickness of one 1 inch. Maintain clear of shrubs and trees. Y 9 9 P 9 PPY () Apply water with a fine spray immediately after each area has been mulched. Saturate to six (6) inches of soil. MAINTENANCE All erosion and sediment control measures must be maintained and repaired immediately to insure continued performance of their intended functions as stated in the Virginia Erosion & Sediment Control Handbook, Third Edition 1992. In general, all erosion and sediment control measures will be checked weekly and after each runoff -producing rainfall event. All seeded and sodded areas will be checked regularly to ensure that a good stand is maintained. Areas will be fertilized, reseeded and resodded as needed. DISPOSITION OF TEMPORARY MEASURES All temporary erosion and sediment control measures including the temporary sediment basins shall be removed within 30 P rY � 9 P rY days after final site stabilization is achieved or after the temporary measures are no longer needed, unless otherwise authorized by the local program administrator. Trapped sediment and other disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. P ry p Y STORMWA TER MANAGEMENT A. Stormwater Quality - The Owner plans to purchase nutrient credits from a local nutrient credit bank. The credit bank purchase shall be used to satisfy stormwater quality measures defined in the the state VSMP regulations, Part II B. The required TP determined using the VRRM spreadsheet, totals 0.80 Ib/yr for this project. B. Stormwater Quantity - Stormwater runoff from the proposed walking paths discharges via sheetflow to satisfy VSMP regulations for Part II B VSMP Regulations. EROSION AND SEDIMENT CONTROL NOTES Glenmore Walking Paths Road Plan Amendment: Erosion & Sediment Control Plan The County of Albemarle, Virginia ES-1 The Albemarle County Department of Community Development 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. ES-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 VR625-02-00 Erosion and Sediment Control Regulations. ES3 All erosion and sediment control measures are to be placed prior to or as the first step in clearing. ES-4 A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. ES-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. ES-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. ES-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. ES-8 During dewatering operations, water will be pumped into an approved filtering device. ES-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. ES-10 All fill material to be taken from an approved, designated borrow area. ES-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. ES-12 Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section 5.1.28. ES-13 All inert materials shall be transported in compliance with section 13-301 of the Code of Albemarle. ES-14 Borrow, fill or waste activity involving industrial -type power equipment shall be limited to the hours of 7:00am to 9:00pm. ES-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 an public street because o slides P SPY 9 1 P � 9 Y sinking, or collapse. ES-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. ES-18 Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 Ibs/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/100sf. Alternatives are subject to approved by the County erosion control inspector. ES-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. ES-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 P Y P 9 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. ES-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. �V -` S � \51C fl �Q 51D d tpvJ D Q 51C V Q Q C� . � rD 51B 51B �516261 SOIL MAP SOIL DESIGNATIONS SHOWN WITHIN RIGHT-OF-WAY ONLY KEY 16 CODORUS SILT LOAM 51 B BUGLEY CHANNERY SILT LOAM 51 C BUGLEY CHANNERY SILT LOAM 51 D BUGLEY CHANNERY SILT LOAM 62B BUFFSTAT SILT LOAM SAF TEMPORARY SAFETY FENCE CONVENTIONAL POLYETHYLENE FABRIC METAL (T) OR (U) (ATTACH TO POSTS WITH METAL POSTS WIRES) 7 5'-0" MIN 18" MIN 6'-0" MAX � I NOTE: CONTRACTOR MAY SUBSTITUTE TEMPORARY CHAIN -LINK FENCE WHERE APPROPRIATE. GATES AND OPENINGS SHALL BE FULLY COORDINATED WITH THE OWNER PRIOR TO INSTALLATION. SF SILT FENCE EXTEND FILTER FABRIC STAKE INTO TRENCH / \ v 4" III-11 — =1 11-1 I EJII I - ,I I I-1 I I_ I 11 4„ — BACKFILL AND COMPACT THE EXCAVATED SOIL. 0 91 OUTLET PROTECTION A A 'I PE OUTLET TO FLAT IREA WITH NO DEFINED ;HANNEL 11 `a F�i 0 d SECTION A -A FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. A POINTS A SHOULD BE HIGHER THAN POINT B. TREE PROTECTION GENERAL NOTES - SILT FENCE 1) The height of a silt fence will be a minimum of 16 inches and a maximum of 34 inches above ground elevation. 2) Extra strength filter fabric shall be a continuous roll. When joints are unavoidable a splice may be made at a support post with a 6" overlap. P Y PP P P 3) The excavated trench shall be 4 inches wide and 4 inches deep on the upslope side of the proposed location. 4) Support posts shall be a maximum of 10 feet apart where wire support is used, and no more than 6 feet apart where wire is not used. When placing silt fence across a ditch or Swale, the posts are to be set at a maximum 3' interval. 5) The trench shall be backfilled and the soil compacted over the filter fabric. 6) Silt fences shall be removed when the upslope area has been permanently stablized. E 0 0 WooLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 (434) 973,0045 www.Woolley-Eng.com Owner: Glerunore Community Association Inc. PO Box 93 Keswick, Virginia 22947 WPO PLAN AMENDMENT F_ ^� Q 1� _~ Z ' ^ 5 V / J J Q) 0� Q LLJ IC0 w Q LL cl� O 0 c) O Z � W V E&SC NARRATIVE AND DETAILS Job Number: 20050 AP TH OF r U ERIC A. WOOLLEY 9 LIC. NO. 37088 `11-alONAL Date: July 9, 2021 Revision: Scale: As Noted Sheet No.: ES 1.0 copyright © 2021 by Woolley Engineering 15 of 16 SILT FENCE SHALL BE USED AT ALL AREAS WHERE FILL IS BEING ADDED TO THE TOP OF CULVERTS. (SEE PLAN SHEETS C3.1 TO C3.5 FOR LOCATIONS) SAF PS OP AF----------1 O O ru PROPOSED 4' WIDTH WALKING PATH EXISTING DRIVEWAY (TYP) EXISTING CULVERT (TYP) LM0 VUOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 (434) 973,0045 www.Woolley-Eng.com PROPERTY LINE SAFSAF Owner: SAF Glenmore Community Association Inc. PO Box 93 i Keswick, Virginia 22947 \ \F / I WPO �X\ PLAN PS � SAF \ SR SAF PROPOSED 4' WIDTH WALKING PATH EROSION CONTROL LEGEND DC DUST CONTROL IP INLET PROTECTION OP OUTLET PROTECTION PS PERMANENT SEEDING SAF SAFETY FENCE SF SILT FENCE SR SURFACE ROUGHENING TYPICAL WORK SECTION - EROSION AND SEDIMENT CONTROL DETAIL N.T.S. LAYDOWN AND STAGING AREA LOCATION - STA 20+25 TO STA 21 +50 N.T.S. SAF NOTES: 1. ALL WORK SHALL OCCUR WITHIN THE EXISTING RIGHT-OF-WAY. EXCEPT AS NOTED ON THE PLAN. 2. ALL LAND DISTURBANCE SHALL OCCUR BETWEEN THE EXISTING RIGHT-OF-WAY AND THE EXISTING ROADWAY. 3. WORK SHALL OCCUR IN SECTIONS AND CONTRACTOR SHALL NOT MOVE ON TO THE NEXT SECTION UNTIL TEMPORARY STABILIZATION HAS BEEN ACHIEVED. 4. SILT FENCE SHALL BE USED AT THE TOE OF ALL CUT/FILL SLOPES. SAF (FARRINGDON ROAD) PROPERTY LINE CENTERLINE OF RE -LOCATED DITCH (SEE C3.0 - C3.5 FOR LOCATION OF DITCH RELOCATION) EDGE OF EXISTING ROAD rES: SEE SHEET C3.4 FOR LAYDOWN AND STAGING AREA (STA 20+32 TO 21+50) SEE SHEET C3.5 FOR ALTERNATIVE LAYDOWN AND STAGING AREA LOCATION. (STA 29+50 to STA 30+50) AMENDMENT F_ Q -►- Z V 0� Z > / J J Q Q \ Q LLJ S m � Q W LL 0 0 c) Z 0LU U J V E&SC PLAN Job Number: 20050 AP vaOF�j`'' r U ERIC W. WOOLLEY 9 LIC. NO. 37088 -alONAL Ur Date: July 9, 2021 Revision: Scale: As Noted Sheet No.: ES2.0 copyright © 2021 by Woolley Engineering 16 of 16