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WPO200600092 Plan - Stormwater 2007-08-16
Location Ma 1, VIRGINIA DEPARTMENT OF TRANSPORTATION N.D.O.T.) ROAD AND BRIDGE SPECIFICATIONS, DATED 2001. 2. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION DIVISION OF SOIL AND WATER CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992. i List 1: General Construction Notes L 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, 2, ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3, 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. 4, ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED, 5, THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED, 6. 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. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, 8, UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS 111. 9, ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). List 2: General Construction Notes For Streets (THIS LIST IS IN ADDITION TO THE GENERAL CONSTRUCTION NOTES) 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296- 5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL, THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL ._CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY 'THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY, ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION, ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY, WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET, 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C), 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1, 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO, 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION, SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID, 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY .NUMBERING ORDINANCE AND .MANUAL, 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS, 11, THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED IN ACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. i List 4: General Construction Notes For 1, ALL DAMS AND CVIVS I RUC T ED FILL TO BE VYI T HIN 95% VF IVIAXIIVIVIVI DRY DEIVSI T 1 AIVD 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER, A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2, PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES, 3, FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. Site Specifics 1. TMP 86-24D AND 87-3 ARE WITHIN AN ALBEMARLE COUNTY AGRICULTURAL FORESTAL DISTRICT, 2. THIS PROPERTY IS NOT WITHIN AN AN ALBEMARLE COUNTY AND/OR CITY OF CHARLOTTESVILLE WATER SUPPLY WATERSHED. 3, THE STREAM BUFFER(S) SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE WATER PROTECTION ORDINANCE OF ALBEMARLE COUNTY, 4. ALL SUBSEQUENT DIVISIONS OF THE RESIDUE SHALL ENTER ONLY ONTO SUCH STREET(S) SHOWN ON THE APPROVED FINAL PLAT AND SHALL HAVE NO IMMEDIATE ACCESS ONTO TO ANY PUBLIC STREET, WAIVER HAS BEEN GRANTED AS PROVIDED IN SECTION 14-404 FOR LOT D12, 5, UNDER CURRENT COUNTY POLICY, PUBLIC WATER AND/OR SEWER SERVICE WILL NOT BE AVAILABLE TO THIS PROPERTY. 6. THE STREETS IN THIS SUBDIVISION MAY NOT MEET THE STANDARDS FOR ACCEPTANCE INTO THE SECONDARY SYSTEM OF STATE HIGHWAYS AND WILL NOT BE MAINTAINED BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION OR THE COUNTY OF ALBEMARLE. 7, THE LOCATION, AREA AND DIMENSIONS OF A BUILDING SITE ON EACH PROPOSED LOT COMPLIES WITH THE REQUIREMENTS OF SECTION 4.2 OF THE ZONING ORDINANCE. SURVEY AND TOPOGRAPHY 1, BOUNDARY INFORMATION IS PROVIDED BY ROUDABUSH, GALE AND ASSOCIATES, .INC, 914 MONTICELLO ROAD, CHARLOTTESVILLE, VA 22902, 2, TOPOGRAPHIC SURVEY IS PROVIDED BY VIRGINIA RESOURCE MAPPING, 761 MILLER DRIVE SE, SUITE A-2, LEESBURG, VA 20175 3. THE BM IS NAVD88, OBTAINED FROM GPS OBSERVATIONS. 4, CONTROL IS BASES, A NAIL IN HAYFIELD, 77' RIGHT OF THE DRIVEWAY TO PARCEL 24C OF TAX MAP 86 AND 348' EAST OF THE CENTERLINE OF RT, 692, PLANK ROAD. N 3876538.8930, E 11433082.4520, Elev. 831.48 5. NORTH IS STATE PANE COORDINATES - SOUTH ZONE, 10 REFER TO THE PLAT PREPARED BY ROUDABUSH, GALE & ASSOCIATES, INC FOR TITLE SURVEY AND METES AND BOUNDS INFORMATION AND REMAINING PLAT CHECKLIST ITEMS, 7, ALL "T" AND "BRANCH" TYPE TURNAROUNDS WILL BE DESIGNED ACCORDING TO VDOT STANDARDS FOR THE SAME LOCATED IN THE ROAD DESIGN MANUAL; APPENDIX B; SUBDIVISION STREET GUIDE. THE TURNAROUNDS WILL BE DESIGNED SO THAT SINGLE UNIT TRUCK DESIGN VEHICLES CAN REVERSE DIRECTION WITHOUT LEAVING THE PAVEMENT. Albemarle County, Virginia HOWARD "N 1 1Fff M03=11 Prepared ' VALLEYEDGE 5473 PLANK A CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VIRGINIA 22902 tele: 434.979.7522 fax:434.977.1194 General Notes 1, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NFr`F�.ARY PERMITS, INSPECTIONS, BONDS AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH LOCAL AND STATE POLICY, PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT FOR SAID CONSTRUCTION SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (HEREAFTER ABBREVIATED VDOT). 2, ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF VDOT UNLESS OTHERWISE NOTED. 3, EROSION AND SEDIMENT 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, 4. THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING SITE SURVEY. THE CONTRACTOR SHALL ALSO VERIFY ALL DIMENSIONS, SITE CONDITIONS, AND MATERIAL SPECIFICATIONS AND SHALL NOTIFY THE OWNER AND ENGINEER OF ANY ERRORS, OMISSIONS OR DISCREPANCIES BEFORE COMMENCING OR PROCEEDING WITH WORK. 5. DEVIATIONS FROM OR CHANGES TO THESE PLANS WILL NOT BE ALLOWED UNLESS APPROVED BY THE ENGINEER, 6. THIS PLAN DOES NOT GUARANTEE THE EXISTENCE OR NON-EXISTENCE OF UNDERGROUND UTILITIES, PRIOR TO ANY CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OF, OR THE NON-EXISTENCE OF, UNDERGROUND UTILITIES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001), 7, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES NOT OF RECORD OR NOT SHOWN ON THESE PLANS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION, IF A UTILITY IS DAMAGED DURING CONSTRUCTION, STOP WORK IMMEDIATELY AND NOTIFY THE ENGINEER. 8. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL AND ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM "THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER". 9. ANY DAMAGE TO EXISTING PHYSICAL FEATURES (WALKS, FENCES, CATTLE GUARDS, LIGHTS, TREES, SHRUBS, ETC.) SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. REPAIRS OR REPLACEMENT SHALL BE MADE AS NECESSARY AT NO COST TO THE OWNER, 10. ALL TURF AREAS THAT ARE IMPACTED OR DISTURBED BY CONTRACTOR VEHICLES, EQUIPMENT OR ACTIVITY SHALL BE REPAIRED, REGRADED, AND RESEEDED, 11, PARKING FOR THE CONTRACTOR'S VEHICLES SHALL BE COORDINATED THROUGH THE OWNER, THE OWNER IS NOT RESPONSIBLE FOR THE LOSS OF ANY MATERIAL STORED AT THE SITE. PARKING OF EMPLOYEE VEHICLES WILL BE ACCOMMODATED AT THE SITE, 13. IN ACCORDANCE WITH SECTION 17-203, 312. OF THE WATER PROTECTION ORDINANCE, EROSION AND SEDIMENT CONTROL PLANS FOR SINGLE FAMILY DWELLINGS WILL BE REQUIRED ON ALL LOTS. General Leizend ITEM EXISTING PARCEL LINES ®" EXISTING INDEX CONTOUR ---"------`-- -------------- EXISTING INTERMEDIATE CONTOUR EXISTING PERENNIAL STREAM EXISTING INTERMITTENT STREAM ------------------- EXISTING NON USGS STREAM ------------------- EXISTING EASEMENTS - - - - - - - - EXISTING PAVED ROADS --------------------------- EXISTING DIRT ROADS -`------------------------ EXISTING VEGETATION EXISTING FENCES - - - X - - - X - PROPOSED PARCEL LINES ®� PROPOSED LOT LINES PROPOSED ACCESS EASEMENT -_-_-_-_-_-___-___- PROPOSED ROADS PROPOSED SETBACK LINE PROPOSED SWALE-- ® �-- SWM Leorend Albemarle County Community Development Engineering Review Com b ance Ceritification I CERTIFY THAT THESE FINAL PLANS MEET THE REQUIREMENTS OF THE ALBEMARLE COUNTY ZONING ORDINANCE, THE WATER PROTECTION ORDINANCE, THE SUBDIVISION ORDIANCE, AND THE DESIGN STANDARDS MANUAL, AND ARE PREPARED IN ACCORDANCE WITH THE ENGINEERING EXPEDITED REVIEW FINAL PLANS CHECKLIST, SIGNATURE l� DATE r SHEET SHEET TITLE NUMBER COVERSHEET------------------------------------------------------------------------------------------- R-1 ' ROAD PLANS NARRATIVE---------------------------------------------------------------------------- R-2 BUNDORAN FARM DRIVE -- Sta. 0+00 to 16+50----------------•----•---•--•------------------ R-3 BUNDORAN FARM DRIVE -- Sta. 16+50 to 34+00----------------------------------------------- R-4 BUNDORAN FARM DRIVE -- Sta. 34+00 to 51+50----------------------------------------------- R-5 BUNDORAN FARM DRIVE -- Sta, 51+50 to 65+00----------------------------------------------- R-6 BUNDORAN FARM DRIVE -- Sta. 65+00 to 77+70.36------------------------------------------- R-7 BALLYSHANNON LANE -- Sta 0+00 to17+50----------------------------------------------------- R-8 BALLYSHANNON LANE-- Sta 17+50 to 29+28-.14------------------------------------------------- R-9 DERRY LANE -- Sta 0+00 to 17+00 ...... -................. ..............................R-10 DERRY LANE-- Sta 17+00 to 29+76,99................................................... R-11 GOODLING ROAD -- Sta 0+00 to 17+50--------------------------------------------------------- R-12 GOODLING ROAD -- Sta 17+50 to 19+29.75-------•--------------------------------------------- R-13 WINSOME ORCHARD LANE -- Sta 0+00 to 13+29.99 CARPENTER ROAD -- Sta 0+00 to 16+50------------------------------------------------------- R-14 CARPENTER ROAD -- Sta 16+50 to 28+60-•---•---•--•---•-•-•-•---------------•-------------- R-15 CARPENTER ROAD -- Sta 28+50 to 45+50----------------------------------------------------- R-16 CARPENTER ROAD -- Sta 45+50 to 55+06.63-------------------------------------------------- R-17 LILLY ROAD -- Sta, 0+00 to 3+20.84 COUNTY FAIR LANE -- Sta 0+00 to 17+50----------------------------------------------------- R-18 COUNTY FAIR LANE -- Sta 17+50 to 35+0,0---------------------------------------------------- RA9 COUNTY FAIR LANE -- Sta 35+00 to 39+91.23------------------------------------------------ R-20 HIGHTOP DRIVE -- Sta 0+00 to 17+50----------------------------------------------------------- R-21 HIGHTOP DRIVE -- Sta 17+50 to 35+00---------------------------------------------------------- R-22 HIGHTOP DRIVE -- Sta 35+00 to 52+50--------------------------------------------------------- R-23 HIGHTOP DRIVE -- Sta 52+50 to 68+00--------------------------------------------------------- R-24 HIGHTOP DRIVE -- Sta 68+00 to 82+50--------------------------------------------------------- R-25 HIGHTOP DRIVE -- Sta 82+50 to 85+61.79------------------------------------------------------ R-26 TOM FOREST LANE -- Sta 0+00 to 1+62.73 QUARTZ HILL LANE -- Sta 0+00 to 16+41.98---------------------------------------------------- R-27 TOM PRESERVE LANE -- Sta 0+00 to 18+33,76-------------------------------------------- -R-28 TYPCIAL ROAD CROSS SECTIONS--------------------------------------------------------------- R-29 INTERSECTION SIGHT DISTANCE TRIANGLES --------------------------------------------------- R-30 INTERSECTION SIGHT DISTANCE TRIANGLES & TYPICAL DETAILS ------------- --------- R-31 DRAINAGE PROFILES NARRATIVE----------------------------------------------------------------- DP-1 DRAINAGE PROFILES - CULVERT DETAILS (Bundoran Farm Drive) ------------------------ DP-2 DRAINAGE PROFILES - CULVERT DETAILS (Ballyshannon Lane, Derry-L-an-e------------ DP-3 Goodling Road) DRAINAGE PROFILES - CULVERT DETAILS (Tom Preserve Lane, Tom Forest---------DP-4 Lane, Winsome Orchard Lane) DRAINAGE PROFILES - CULVERT DETAILS (Carpenter Road) .............................. DP-5 DRAINAGE PROFILES - CULVERT DETAILS (Hightop Drive) ------------------------------- DP-6 DRAINAGE PROFILES - CULVERT DETAILS (Hightop Drive, County Fair Lane, --------- DP-7 Lilly Road) DRAINAGE PROFILES - BRIDGE DETAILS (SH-3, LH-5, SC-1) ----------------- --•--------- DP-8 DRAINAGE PROFILES - BRIDGE DETAILS (HT-8, HT-9)------------------------------------ DP-9 STORM WATER MANAGEMENT NARRATIVE ---------------------------------•---------------- SWM-1 STORM WATER MANAGEMENT MASTER PLAN ---------------------------------------------- SWM-2 STORM WATER MANAGEMENT DRAINAGE AREA MAP ----------------------------------- SWM-3 STORM WATER MANAGEMENT BIOFILTER DETAILS (Carpenter Road) ---------------- SWM-4 STORM WATER MANAGEMENT BIOFILTER DETAILS (County Fair Lane) ------_------ SWM-5 MITIGATION MASTER PLAN -------------------------------------------------------------------------- MP-1 PERMITTING CONDITIONS---------------------------------------------------------------------------PMT-1 PERMITTING CONDITIONS--------------------------------------------------------------------------PMT-2 PERMITTING CONDITIONS --------------------------------------------------------------------------NM T -3 PERMITTING CONDITIONS --------------------------------------------------------------------------- PMT-4 PERMITTING CONDITIONS --------------------------------------------------------------------------- PMT-5 100Z 9 [ ON Site Data OWNER: EDGE VALLEY PRESERVATION LLC PO BOX 1311 HOT SPRINGS, VA 24445 DEVELOPER: EDGE VALLEY PRESERVATION LLC 5473 PLANK ROAD NORTH GARDEN, VA 22959 TOTAL SITE ACREAGE: 2300.95 ACRES TAX MAP / PARCEL: TMP 86-22, TMP 86-23A, TMP 86-22A, TMP-86-23 TMP 86-23C, TMP 87-2, TMP 87-1B, TMP 86-23B, TMP 86-24C, TMP 87-3, TMP 86-24D, TMP 86-16C1, TMP 86-13A, TMP 86-13, TMP 86-25, TMP 86-26 ADJACENT PARCELS TMP 86-11, TMP 86-12, TMP 86-14, TMP 86-16A, TAX MAP/PARCEL: TMP 86-16C, TMP 86-16F, TMP 86-17, TMP 86-21, TMP 86-27, TMP 87-313, TMP 87-513, TMP 87-5A, TMP 87-6, TMP 87-6B, TMP 87-7A, TMP 87-7E TMP 87-10, TMP 87-38, TMP 87-1A, TMP 72-56, TMP 73-23, TMP 73-24, TMP 87-1 MAGISTERIAL DISTRICT: SAMUEL MILLER, VIRGINIA ZONING: RURAL AREAS DISTRICT (RA) SETBACKS: FRONT: 75' FRONT ON PUBLIC ROADS, 26' FRONT ON PRIVATE SIDE: 25' SIDE; REAR: 35' BACK; EXISTING SPECIAL USE PERMITS: SP 1974-421: LANDING FIELD (TMP 86-25) SP-1987-109, SP-1988-90, SP-1992-19 AND SP-1996-046: ALBEMARLE COUNTY FAIR (TMP 87-3) Revisions 1. 01/15/07: COUNTY COMMENTS 2, 02/14/07: COUNTY COMMENTS 3. 05/14/07: CONTRACTOR UPDATES 4, 08/16/07: FINAL SUBMISSION NLTH OF y ,ROBERT B. MCKEE� Io�� �10N L { CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS INTRODUCTION The 2,300 acres of Bundoran Farm comprise an extraordinary parcel of farmland, forest, orchards, cottages and estates in southern Albemarle County. The proposed development will be a by -right subdivision with 94 lots and straddling Plank Road (SR-692) west of US-29 South and Edge Valley Road (SR-696) north of Plank Road. This scenic property is familiar to commuters and cyclists and to the agricultural community of Albemarle as the home of the Albemarle County Fair. PROJECT DESCRIPTION The roads within Bundoran Farm are classified as "private roads" as per approval of the Albemarle County Planning Commission on August 8, 2006. The design criterion is listed in Table 5. of this narrative and is based on the member of lots served by each road. Roads serving 5 lots or less conform to the design standards of the Albemarle County Code that are based on Projected Traffic Volumes (ADT). Roads serving 6+ lots conform to the Virginia Department of Transportation (VDOT) Mountainous Terrain Standards and are based on the ADT for each road. Table 3: Traffic Generation Summary Traffic Generntion Summary Location Use Num. Units, ADT/unit ADT Source SF Bundoran Farm Drive Single Family Residential 20 10 200 Institute of Transportation Engineers (ITE) Trip Generation, 6th Ed., Vol. 1, p. 262 Ballyshannon Lane Single Family Residential 5 10 50 Institute of Transportation Engineers (ITE) Trip Generation, 6th Ed., Vol. 1, p. 262 Derry Lane Single Family Residential I2 10 120 Institute of Transportation Engineers (ITE) Trip Generation, 6th Ed., Vol. 1, p. 262 Tom Forest Lane Single Family Residential 5 10 50 Institute of Transportation Engineers (ITE) Trip Generation, 6th Ed., Vol. 1, p. 262 Tom Preserve Lane Single Family Residential 5 10 50 Institute of Transportation Engineers (ITE) Trip Generation, 6th Ed., Vol. 1, p. 262 Winsome Orchard Lane Single Family Residential 5 10 50 Institute of Transportation Engineers (ITE) Trip Generation, 6th Ed., Vol. 1, p. 262 Goodling Road Single Family Residential 6 10 60 Institute of Transportation Engineers (ITE) Trip Generation, 6th Ed., Vol. 1, p. 262 County Fair Lane Single Family Residential 5 10 50 Institute of Transportation Engineers (ITE) Trip Generation, 6th Ed., Vol. 1, p. 262 Crescent Lane Single Family Residential 5 10 50 Institute of Transportation Engineers (ITE) Trip Generation, 6th Ed., Vol. 1, p. 262 Hightop Drive Single Family Residential 26 10 260 Institute of Transportation Engineers (I'fE) Trip Generation, 6th Ed., Vol. 1, p. 262 Carpenter Road Single Family Residential 15 10 150 Institute of Transportation Engineers (ITE) Trip Generation, 6th Ed., Vol. 1, p. 262 Quartz Hill Drive Single Family Residential 5 10 50 Institute of Transportation Engineers (ITE) Trip Generation, 6th Ed., Vol. 1, p. 262 Table 4: Pavement Design (VDOT Pavement Design Guide) Pavement Design RF= 1.0 Location ADT HCV Design CBR SSV Dr Surface h a Base b a Sub -base h a DP ADT Bundoran Farm Drive 200 0 200 6.67 6.67 8.25 Prime and 0 0.84 Type 1, Size 6 1 Type 1, (Min. 4 0.6 8.40 Triple Seal #21-A CBR 30 Ballyshannon Lane 50 0 50 6.67 6.67 6.40 Prime and 0 0.84 Type 1, Size 6.5 1 N/A 6.50 Triple Seal #21-A Derry Lane 120 0 120 6.67 6.67 7.00 Prime and 0 0.84 Type 1, Size 6 1 Type 1, (Min. 2 0.6 7.20 Triple Seal #21-A CBR 30) Tom Forest Lane 50 0 50 6.67 6.67 6.40 Prime and 0 0.84 Type 1, Size 6.5 1 N/A 6.50 Triple Seal #21-A Tom Preserve Lane 50 0 50 6.67 6.67 6.40 Prime and 0 0.84 Type 1, Size 6.5 1 N/A 6.50 Triple Seal I 1#21-A Winsome Orchard Lane 50 0 50 6.67 6.67 6.40 Prime aid 0 0.84 Type 1, Size 6.5 1 N/A 6.50 Triple Seal #21-A Goodling Road 60 0 60 6.67 6.67 6.40 Prime and 0 0.84 Type 1, Size 6.5 1 N/A 6.50 Triple Seal 921-A County Fair Lane 50 0 50 6.67 6.67 6.40 Prime and 0 0.84 Type 1, Size 6.5 1 N/A 6.50 Triple Seal #21-A Crescent Lane 50 0 50 6.67 6.67 6.40 Prime and 0 0.84 Type 1, Size 6.5 1 N/A 6.50 Triple Seal #21-A Hightop Drive 260 0 260 6.67 6.67 8.80 Prime and 0 0.84 Type 1, Size 6 1 Type 1, (Min. 5 0.6 Triple Seal #21-A CBR 30) 19.00 Carpenter Road 150 0 150 6.67 6.67 7.50 Prime and 0 0.84 Type 1, Size 6 1 Type 1, (Min. 3 0.6 7.80 Triple Seal #21-A CBR 30) Quartz Hill Drive 50 0 50 6.67 6.67 6.40 Prime and 0 0.84 Type 1, Size 6.5 1 N/A 6.50 Triple Seal 421-A CBR = (App.l, page 20, East of Rt.29 use 4, West use 5) RF = (App.l, page 20) SSV = RF*CBR Dr = 3.48*ln(ADT)-1.48*ln(SSV)-7.23 (curve equation for App.11, page 28) For Paving Materials see append. 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Br =:11% Plit ty:5dn- the TtTk'kn,-,=e a Ire£.-S valve --hall 2 lE1-,II r� «^_f`I'..1a e .Tu 1'i 1 1r1,t�.t.a 5; ��, ,1 .s r - r° s - ,� T _i.l., rsi13`l� a.l�r.= uNt� t U vct ! vcai t I I auto * lesser of 1.5(culvert height) or (max elev. -invert in) Culvert Hydrology Culvert in N $ N O m 1= ca ° m 0 3 coo ° �-� E m 3 R a) CD 3 Z to M :3o o rn o T C) O 7, 0 at g ° 1 w m E `m N (N O 0 O t0 in a0.. rn z N > c > c °; O O _ Hydrologic Method O OO N (V Carpenter 0+36.64 CPCVO 30" 793.50 793.00 45.87 1.09% 797.00 797.001 13.33 Rational 13.35 17.66 23.31 79430 794.90 796.00 3.49 4+26.45 CPCV1 30" 801.25 800.50 71.05 1.06% 804.75 804.75 16.20 Rational 17.10 22.60 29.70 802.60 803,75 804.30 3.90 25+99.61 CPCV2 30" 783.00 778.50 85.12 5.29% 788.00 786.75 18.66 Rational 21.50 28.20 36.90 785.20 785.90 786.40 4.10 28+94.63 CPCV3 15" 783.50 782.50 32.54 3.07% 788.00 785.38 2.39 Rational 3.00 3.90 5.10 781.45 781.50 781.60 3.14 32+70.41 CPCV4 42" 788.50 787.50 68.82 1 A5% 795.00 793.75 29.11 Anderson and Rational 29.00 49.60 97.85 790.20 791.80 794.90 5.66 avg of Anderson and Rational 36+85.01 CPCV6 2 - 30" 806.50 803.50 40.29 7.45% 811.00 810.25 23.50 Anderson and Rational 24.35 41.85 82.85 807.70 808.10 810.90 4.25 avg of Anderson and Rational 37+72.59 CPCV7 18" 817.00 811.00 50.47 11.89% 820.30 819.25 4.61 Rational 5.30 7.00 9.20 817.90 818.00 819.00 3.96 Bundoran Farm 76+40.38 BF7 42" 742.00 741.00 40.38 2.48% 748.00 747.25 23.13 Anderson and Rational 22.80 39.00 76.75 743.50 744.00 746.75 6.22 avg of Anderson and Rational 72+33.58 BF6 24" 761.75 759.00 33.10 8.31% 765.75 764.75 9.83 Rational 11.70 15.40 20.10 763.00 764.00 764.60 3.80 52+24.69 BF5 48" 754.00 750.00 58.49 6.84% 767.50 761.00 53.69 Anderson and Rational 49.08 82.40 159.00 757.00 759.00 764.00 3.15 avg of Anderson and Rational 50+51.62 BF4 18" 763.75 755.75 61.57 12.99% 770.00 766.00 2.29 Rational 2.94 3.86 5.05 764.40 764.50 764.60 3.48 32+95.82 BF3 24" 754.00 753.00 31.71 3.15% 757.60 757.00 10.37 Rational 11.60 15.30 20.12 755.20 756.20 756.90 3.60 29+65.91 BF2 24" 744.70 744.00 28.19 2.48% 748.00 747.70 8.21 Rational 8.20 10.90 14.40 745.70 745.90 746.80 3.14 23+91.61 BF1 24" 745.00 743.50 29.61 5.07% 748.60 748.00 8.71 Rational 8.91 11.81 15.62 746.00 746.20 747.20 2.57 County Fair Ln. 30+92.02 CF4 30" 766.25 765.00 31.96 3.91% 770.00 770.00 15.17 Rational 17.00 22.30 29.23 767.60 768.60 769.30 4.56 20+79.20 CF3 24" 731.25 731.00 33.64 0.74% 1 735.00 734.25 12.82 Rational 12.60 16.70 22.10 733.10 733.60 734.50 2.96 18+31.75 CF2 30" 733.50 733.00 35.64 1.40% 737.50 737.25 14.46 Rational 16.10 21.20 27.80 734.90 735.80 736.40 3.55 11+08.19 CF1 30" 710.25 709.75 38.34 1.30% 715.20 714.00 16.27 Rational 16.70 22.00 29.00 711.60 712.60 713.30 4.28 0+08.53 CFO 30" 685.75 685.25 49.87 1.00% 690.10 689.50 13.38 Rational 13.40 17.70 23.40 687.00 687.20 688.30 4.25 Hightop Dr. 6+98.30 HTCV1 2 - 30" 807.67 804.00 56.17 6.53% 812.80 811.75 24.86 Anderson and Rational 23.71 40.65 80.19 808.80 809.20 811.90 4.28 avg of Anderson and Rational 17+07.33 HTCV2 15" 840.96 839.50 30.25 4.83% 844.74 842.84 2.36 Rational 2.65 3.47 4.55 841.60 841.70 842.30 2.88 30+96.99 HTCV3 18" 825.00 821.00 42.50 9.41 % 829.70 827.25 5.50 Rational 6.10 8.00 10.50 826.00 826.70 827.30 3.96 36+25.70 HTCV4 30" 831.00 830.10 43.51 2.07% 835.50 834.75 13.90 Rational 15.60 20.50 26.90 832.30 833.30 833.80 4.28 44+19.41 HTCV5 54" 848.50 847.00 33.43 4.49% 855.30 855.30 41.58 Anderson and Rational 39.75 66.70 129.05 850.80 851.40 854.40 5.39 avg of Anderson and Rational 53+35.05 HTCV7 18" 870.25 867.00 35.81 9.08% 873.70 872.50 5.54 Rational 6.40 8.40 10.98 871.20 872.10 872.70 3.72 sum of DA HTCV6+HTCV7; HTCV6 is contribution to ditch carried to HTCV7 83+29.88 HTCV10 30" 864.75 859.50 43.95 11.95% 865.20 864.50 16.22 Rational 17.50 23.10 30.30 862.20 862.40 863.80 2.65 33+05.16 HTCV11 18" 822.25 822.00 28.36 0.88% 825.75 824.751 4.89 Rational 5.341 7.00 9.20 823.80 824.10 824.60 3.22 Derry Lane 18+13.95 SCCV3 18" 775.30 774.00 52.32 2,48% 777.80 777.60 4.46 Rational 5.46 7.17 9.40 776.20 776.90 777.40 2.58 11+35.61 SCCV2 18" 1 762.75 762.50 27.83 0.90% 766.00 765.00 5.65 Rational 6.18 8.17 10.75 764.20 764.60 765.20 3.59 Ballyshannon Lane 0+97.07 SHCV1 24" 772.17 768.17 61.64 6.49% 776.00 775.17 8.80 Rational 10.32 13.60 17.90 773.30 774.20 774.75 3.13 5+07.34 SHCV2 24" 761.82 760.83 34.29 2.89% 766.10 764.82 7.32 Rational 8.43 11.07 14.50 762.80 763.00 764.00 3.29 14+87.95 SHCV4 30" 789.00 787.00 45.59 4.39% 792.90 792.75 16.75 Rational 19.00 24.90 32.70 790.50 791.70 792.40 4.22 Tom Forest Lane 1+71.02 TFCV1 30" 727.42 725.17 58.99 3.81 % 731.00 731.00 17.30 Rational 16.59 22.09 29.36 728.80 729.80 730.50 4.77 0+24.66 TFCVO 18" 721.25 721.00 30.87 0.81% 724.00 723.50 1.06 Rational 3.60 4.71 6.16 722.40 722.46 722.75 2.60 TPCV1 contributes Tom Preserve Lane 7+63.62 TPCV1 15" 766.25 762.00 33.69 12.62% 770.00 768.13 1.68 Rational 2.16 2.82 3.69 766.84 766.92 767.03 2.90 0+20.32 TPCVO 15" 724.25 723.75 35.71 1.40% 734.00 726.13 1.12 Rational 1.76 2.28 2.98 724.80 724.85 724.94 1.91 Lilly Road 1+13.02 LICV1 15" 791.00 790.50 27.02 1.85% 793.70 792.88 1.47 Rational 2.24 2.94 3.86 791.60 791.70 1 792.20 1.44 Goodling 16+54.14 GDCV1 15" 707.86 705.50 36.31 6.50% 710.00 709.74 2.04 Rational 2.53 3.30 4.32 708.50 708.60 1 709.10 2.49 Winsome 0+30.82 WOCV1 18" 713.00 712.75 1 29.12 0.86% 716.00 715.25 4.40 Rational 5.40 1 7.08 9.27 r714,35 714.64 1 715.10 3.55 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. TH 0 O 0A �ROBERT B. MCKEE� NO. 7783 I4 1QS!10NAL G Revisions: 1.01/15/05: County Comments 2.02/14/07: County Comments 3.05/14/07: Contractor Updates 4.08/16/07: Final Submission Scale: N/A Date: 12-18-06 Project No.: d511 Designed: WS, AF, RA, NB Checked: ER, RBM NOTES: 6i I -ball be jaatdlled at Ion_ -tion8 of ab-..-.vOuS' "'Gua�d,r ail s `8 -a U S- q, h a\ bf1d'ges, large walls --p-a rdI I e I 6-ae'd s'u 8'. n etc.,.,and fills w recorpme' d,, ;` ,) ; I ,' t)`e�+; j 1 1' I) !' I+ ; 7+ I + ! t t ° 4// --- ` -• w \, water haZards -h e r'6 e-d i.n s p �,-c- -3 during\ field` o n. �.pe r Secticio-A Traffic F• t --A 3 Ln-VD Ba,rrier "Installation Criteria, pager -4 OT 19, Road, Design Manual, Vol, ,-tr` All d itches, to be c'6"nstruc 1' de �p with," 3:1// t, eld e 0\- r I i + ! j \ \ \ \ 'ti4 siid�lo,,slopes u'hl'-ess otherwise indicated A17 LJJ 27.017 A C (J) QD V R-- 590 13' 10" (LT A 169,14 \N1 L/ -�1cc����d/•�, --'R;jj�j r II I' i—'_(- '_ \\-/ \/9aN� -/';: - 9 I/\�--►- °—/-- 5-/S-\ - �.--'k" --'--_\//-_- -rT+'---\ ,-l!I'!i-I I!I►.I' _I�= �I! \i I�I - --/.',+,6/ /-\ _\ _-'-.\.-'..,acn-nnr'.d.p+- .\:, -' [ -.--�,\- \-,,\_\.- - • -.-_ •--•-'--�`\ _rs\Y=-'yi-!I -._-O-_ :. --_,_- ---._-.- . ---\---.r.'. ..--:.,4 _-: - -,-- -�-/ -,.. \T� �-\�i� f # --.- - r, --.- --\ -_-- -- -,_.— /. --_ --'—/-_ '3•-��';�' ...—lI`. ,j'!!!!I-t}III� (Ii� _--_- / --, -,>--_-;._----/—': ` --.,/---/-•'-r-."r.-:.. --\w'`/ /_C, _?`- �-.�.(--11I .( .-__ ;- /\--/.I ,.-,-.:.-y/-._-:r_-,l.._. 'i-_J /\ �O� -'�rir7�C0II�I �,I�JI �I '70,-_-' t:\r.I _-.-._-,.,'--. <._/� -k.\/6>.%'. S-''-)�';�. J,s- � ..0 .-I._/ ,.,->aO-Cd� °D.,If;._,°' ..Wi_ II. / \-! - �/•.j�v�-,y. y'IIfI�IIC_�IIIJiI��IIIII IIiI II� �i 1Iif�!I t� - -.-1 t-\--4 t------,!---r,.3-.!-, ;. ;-.�aOrCr �reQ. \'^7-'j-:' _ -I .I.II .o_ J- -/I. ' -i/-_ � -;:.,/,R /-r -/-_,M1, l .-,-i �-\-ti -t -;�I`�III�I tiI�! !! I!- t 'I _---j-- _/,- —_l;QQl-i r-— l- -0'',--- _6 -`--`.°.L'�-.° - > /\_� -1 ! -I-�aMO�hrd;--i ` . �,;�I�{�, I r ; / ---/ / / --�if--aNtdt•-� , : ' _ - rOd� i\- I I II \ T �9-_\ �r f� .n_ ---� +\. 3_I --.7--_-8��c°�-d_'o O° LU H 29 L0 R 1, 7 2 5,19' C) + N, C> 0 + 001 .,/ ----_f\-" `--COCrrOO_-_-i II -4° r � ��CrlOz-~#Ii��jII�{(, N : —1 -4 i-_--, �__��-'kf-—t�\.! -iw\ 04 4 3,8 1,, R 3; 6 617, T4" 00 + 80 13' 28" (LT) 32 7 + r1- I ---- A 2 4 7.6 4' A \-70 3 2' 06 -AT) "',\ `4 5, 4 C/) 0 < 4 8 2.2 6' LIJ A, 49 K) U) K2 U) X L-L T - - - - - - - - - - - - - - - - - - --r. Lu , 17! -4 _7 �-' f) v Li 12: g 0'/ Uy 0 - - - - - - - - - - I .... . qt�. .:!!!!!�� ..... -I R', 800.0 ------------ --------------- ---- ------ /---- 0 7 40 N 29 0. --- ---- C4� q 61, W ,a7,16 --W 17' 4 3' 0 2 (R IT) 167.41'' (c), 1co C� A 247,38 10) CO k -- - 0 N '2,Q 4 (Y, 4 5 V \5 8 r-A- S�TI4NDARD-PRIVATE SUBDIVISION STREET ENTRANCE` X Ab- A C/) 0 _Z60 A16 R 0.00 91.022 A C. (R T) 1A =111 56 A 1 9 5 16, x Scale 1"=50' Contour Interval=2' Z 50 100 200 Bundoran Farm Drive Sta. 0+00 to 16+5Ii 790 790 T7 CC C C� C\C>' q Cq C\ CN 0i C"i cl: 0 C\ 780 780 20.45' V 15 .81 V.C. 34.7,9' V.C. S.S.D. 53'8 2919' V.C. !2.40 V,C. 0. � - 1 26.30' V.C. 24. 01 V.C. C V.C. P,S,D. I K 10 S.S.D. 297' 240 SSID = 294' S.S.D. 243 K 4 1 K 10 3 9,5 4' V. C. 3 0.14' V. 16,67' V.C. S.D. 255' 28.42' K 8 A� K 5 K K 10 = 9 _70.89'1 6 K K 17 IBUNDORA FARM DIVE FOLLQWS EXISTING ROAD ALIGNMEI�v�-/,II!!ITI l ' _'' �// _-I_t - � -_ +2,M>oQt4CL{�.r. �I —/�°>aPO '_) a__�j,��i!I `iI�R�I(�! , VVVVT AND-GRIADE APPROXIMATELY FROM ETA, 0+00.00 TO STA, 16+50.00 770 770 -0,11% 66.72' V.C. 91.r23' V.C. 760 73-.78". 760 n.. 9 -Xl,- 71*G 0 61?4,91 -0 4 LU K 16 .039% / __—/-- - _./ _,.--._. /'.-,-- '—/-, -_--, r — ,/..—/ +2.17% fr < 750 LL z < (r 0 z 740 740 PROPOSED GRADE co W 730 5`1.96' 57.04' V.C. 730 K 5 S. D. 214' C) K 10 C> LO + 0 (D < 720 0 720 FT--F-1--T F < > 710 UJ 710 W J W 2.000/- 700 7— 700 co z 'Z� I": 0 c— TZ co oo co 00 C> Lq C C9 U') 0 LO LO Q (C 0) Iq Co ` I3-'I�1 co ";t co col co "q 6 00 CO..C3 ,-z C6 o 0 C) w :"- c 6 L,000 C (0 C C4 LO L) Lo 0 CO (C 690 690 w 6 W 6 (5 d > > > > > >1 cl: a: a . 0- a- a- a . a: a- EL o- o- I - ' _- !IIII ___= - a>+�=._rIIII _„.-(.-,- \-f ��(p�.T'\'/# ,-j1r,� ! ' _-IIIII _-\nOCI� , nO:/- ` I IIIII'->wNr - - IIIII -- a�Ln+-IIII- '+ --t �. �A-rIi►iriI�PiI!� Ills � -'-- ' (0 CD C0 C14 C> LO 0) r (C co IZO (f f) 0) Co CF) Cl) CO C) cli 0) C'J 4 0) 0) 17 LO LO 0) C) C'J Lq Lo CO Iq r-: (:� q 0 -t r": 1 00 C3 CD 00 C9 co I-- to C6 co .4 C'� -0 C)-. / l/—.1. -/ -'ft V -,'. --i o--�'-✓-I.II!i! !I� �I -a _./ _-/✓-� -_�/,.._s -1 ,7. --.sft-y/._'-.,..'. _ ''.-.. /...\./:,.. ...'-. .�_tr..y`/.IIA-,�' <5 CD co 0) LO 0 o6 pi 0 a 0i C-� C� C� 16 M (C. r-- 0) CD (0 0); 't 0 (C cc 0) L�L �J LO 0) M CD M LO I- Lo + + + + + + + + + + + 4 + + + + + + + + + + + + tn LO 0 tr LC U') + (0 1'- fL + ---ga emn -CD- 680 o o 680 0 + + 2 + 3 + 4 + 5 + 6 + 7 + 8 + 9 + 10 + 1 + 12 + 13 + 14 + 15 + 16 + McKee Cadon and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. 0' ROBERT B. MCKEE NO. 7783 ed \Zlk tOIVAL S Cd x Lf-) U0 o3 kn ct Cq 0 P-4 o Revisions: 11.01/15/05: County C mments 12. 02/14/07: County Comments 13. 05/14/07: Contractor Updates 4.08/16/07: Final Submission Scale: H: I" = 50' V: 1" = 10' Date: 12-18-06 Project No.: 0511 Designed: WS, AF, RA, NB Checked: ER, RBM � Sheet No.: 3 Of 71 \� \ \. \ .. >s -- _ / /' \\ '-` - - - " _ . \ \ \ \ 1 1 - \ .\ \ \ �"a \ _'_ _ --- __ __ .�' ,/ / / i I i ! I i , I , i " __ \ \ - I , -.1 ,_ " ""� - - - , __ . / r \ \/ I/ / % _ , - l o I s ^u. A r° \ l _ ,, \3 i -.,,- ___ . 1,/ 1-1 /\, ill , i I _', Z,ff--- 4 _ - .--. __ __ ---. .-- - / , , , _. 11 / " . I 1 _11 - - -- .,_ --, - 11 __ ,., 1, - ,=.: -.- , \ . \ \, 11-1 " , I I \ \ __ .,i t 1 \ __ �\ 15� I __ - __ ___ .- , ), " "9 \, — 1, 1" - - ,_ - - - - - __. _ r 1-1 I , - -p - ". \ " -, __ , I 1, 1, __` __ __ _ , ,, �__ - , I , ".\ - \, / / , I- -.,, ,, "'�\, - ,_ - - . f I .r'` i 1 11 1-1 , 11 "I - -- 1, •. - - --I-'---___'^. - ___ ___ __ _ - _-1 i 1 \ \ \ \ , °fie \ - - ,11 .,.,_ .._ I -If 0 I - __ _ ,, If -, , , ---- I I - - -- - -_ . I I -,.- - -� , , 1, - ", 11 ". I, 11 , -1 3 , , ', 1,. , .1, " . - \ , " 1\ , .�',, , , 1- -,_ I - -� t / , i, _/ / / 1 "- - _` - _ e.11, s \_ - I 11 _ , , 1, - 1,\ -_ _ - `. . .1 /."", w .--- - ,f/ " :"•n` _ I 1. I\ \ \ \ \ '� -�. \ _ - - I I 1 i j 1 I I. \ 1, \ \ I 1, _•- _`- '-.,'\ ',- \,\ __ -, - -_ . "I 1.I '. " \ \ "', " -, ,, \ l " \ \ "I I, " /, ,\ i1 �i _ _ __ - ', `11', - - / ;I --- - < - _.- ..._\ " " . I'll \ - - " d i _ 6 -8 - -- ,", . / -1 - , - - __ -, \ I, , / ._1 / I_N 1. 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These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. NLTH OF .z., v. -ROBERT B. MCKEE" NO. 7783 �lO ^� O-NA L Revisions: 1.01/15/05: County Comments 2, 02/14/07: County Comments 3.05/14/07: Contractor Updates 4.08/16/07: Final Submission Scale: H:1" = 50' V:1" =10' Date: 12-18-06 Project No.: 0511 Designed: WS, AF, RA, NB Checked: ER, RBM -. __- ___- / / / i i .� , / / % t , i , / / a / / ! / / �! , / t •.,,. -- -- - / \ ' i ,\ \ ` '\ ', \ \ t' \ t, \ \ \ \ \ \ \ \ \ R, , \ _ - '• /` / - % /// ,// ' / : F,// ' ' �i` //. 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Th I r t t Conce d ese ans a e no o be p P re roduced chan ed or co ie in an p 9 p d Y form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. r-�,NLTH op ' � , NO, 7783 - 1 4� O ��ss v, . ICNAL � Revisions: 1.01/15/05: County Comments 2.02/14/07: County Comments 3.05/14/07: Contractor Updates 4.08/16/07: Final Submission Scale: H:1" = 50' V:1" =10' Date: 12-18-06 Project No.: 0511 Designed: WS, AF, RA, NB Checked: ER, RBM Sheet No.: 52 + 53 + 54 + 55 + 56 + 57 + 58 + 59 + 60 + 61 + 62 + 63 + 64 + 6 Of 76 ' / / | ^ \ � ` / / / / /' /' /' // /`-��r/' / / /' / / \ | -- ',---~- ^~~~-- �/ / / / � / / / / / / / / \ ` ��± U�|fUL '�� bMbt�_ �P' / / ^/ / / / / / / / / \ ' ---- �� -N »- / / �� �� ' / /' / / / // / / / / / / /\ �`` ----- ~ - -___ _-`�=..-___- --'�-��� ��CL / / ,/ ',/ // / ' /' //' // ' / / / // // / // �/ \\ `~.. 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These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. TH O eA �ROBERT B, MCKEE� NO. 7783 �_o w� ., -ONAL � Revisions: 1.01/15/05: County Comments 2.02/14/07: County Comments 3.05/14/07: Contractor Updates 4.08/16/07: Final Submission Scale: H:1" = 50' V:1" =10' Date: 12-18-06 Project No.: 0511 Designed: WS, AF, RA, NB Checked: ER, RBM 11 ;/ ! I - -- -_ --- ' ' ,' %/' __ -- - - / --. `,'" t,'" _- ..._. - - - __ `. I - \ ` NOTES. / / / ! / i / / / _ s / \ a I e - -,-. \ / .' - ---'- -- - _ �/' �� - Guardrails shall / / I _' / / / / / } / ` -- ry__ __ __ .- / " .' /' ^ \ 1 ✓ ' - - obvious f 1 ' / , X- II be installed " / - 1 / / - = \\ ,/ /' r -- - \ f, need such as bridges, large atlocations walls arallely f ,: _= _--i--- -----. /---- ,; ff " / , -' , / r � ,,, W / , / f -' /' %' / % � '"� _. -- --- -_ . _ ._ .__ � ,.� ` - _ _.. � __ ._...-- -- - \ \ .. , / - �r and fills where recommended " ' / hazards, etc, / / \ ww _ �_11 - -- I / / f / / / / i • ; - / '/ -- - - -- `\ 1 , / /' r / ' - - --- '_.- ...._ ... w -- _._-' _ \ t-/ // / .r' r i / .w- » / -- �- water hazar -- 2 - •- a p_`---- �. / / = ` _ _ _ i r _ y -'�" ion A- is / �� during field ins ! ^i --- .-- - \ ! I / !' / / / / / - / \ , I ; ' , _ 86 p • •,- . \ ! - / / r -_ _ ,.ij - i _. --..__ w - __ - '__ -11. %, , - inspection. - - - p 3 Traffic \ _.... - -" / --. \ Barrier Installation Criteria, A-43 in VDO ti r Sect ff ---" _\' ", page \ �\ `t i ? / / B 8' / / , - ,- - __ //, Road Design Manual Vol, 1) / f / ' - ti j/ ' // / i ` \ / / r ry /'-/ 'l -" -F-. _ - I ✓/ / J/ // // /' •''' 'mod /' / /'i /I-+----- -- - `- _ /// i 1- ___ - - \ // —_ /' r / / __ - - -- N. \\,; /" // .,-' All ditches to be constructed 1' deep with 3:1 ' ; _ � __- - \ , \ , ,3 13 O ! A C v , , ; , ;' , , , i __ --- _ / , \ tr// ' i- ;" ; , ' , _ �8;0 t , /, c \ \ \ / / / ! ' / / / _ ; / , , / , _.-___._ __ - _ _ ___ �- __ _ , /` ✓' side slopes unless otherwise indicated, - \ -,\ \ \ / / �, \ i -- __ �J-/ - =' = ., \ _ J , / .r / , _ - \ � _\ - \,.\ `. `\ \ , ,` t I , / l I % / r ""'.. \ _ - / r -~ \ I ,- / / / / - - .._ __ ",� / r r / /r!/ % _ - ' % / i \ \ \ / / / / f i'11 / 11/ \ / / / / / / / : , i \ , .11 _- g rBI-—_ _ " - \ _ . r / 1..- ___' , _/ __ - 11 -' __ . , % 11 \ / / '_ ___ --- -,-- 2 - -___ _ _ 1 __ --- _ ---_ __ s , \ r / -1 r -,, / ,-----. //,- ._........ .........,• �.1 \ \ \` i ; v �' n: � x , •\ i / J / / / / / • / / r- / ,,r''r - _ ` 1__ , / l % i , r _ ... ... -, _- _. _ -, "_.- -' / / / f ' / ( .•. "`" ., .-• 90f __ / / r✓ / i - -- - -- \ \ kf I i / / O ;' / t l _- /' / / / - _ --- - / / / i / i ( . -_ .._....,.., _.. _ - \ / / ", - r ✓' - -- r .. r"I 1/ \ i 11 -1 ( - / / "I - I . . . . . . 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I IO� I -JS_(--;___.____j- - . 16 1----------- i--------------------I---- -----i-----------1-__------------- -----� - -_---- ------ -I------- ---- ---------- - --------'-`>' - -1-- -- ----- -_ n ^ I -------- ~ I _ _ ___ -----_.__.__i -_------�---- + ---- 770 McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever,nor are th ey to be assigned to any third party without first obtaining the express permission and consent of either M KeeCarsonI c or Field Sport Concepts, Ltd. TH -ROBERT B, MCKEE' NO. 7783 gyp A. � - Ivl01VAL . Revisions: 1. 01/15/05: Cottnty Comments 2.02/14/07: Cottnty Comments 3.05/14/07: Contractor Updates 4.08/16/07: Final Submission Scale: H:1" = 50' V:1" =10' Date: 12-18-06 Project No.: 0511 Designed: WS, AF, RA, NB Checked: ER, RBM Sheet No.: 17 + 18 + 19 + 20 + 21 + 22 + 1 23 + 24 + 25 + 26 + 27 + 28 + 29 + 30 I 11 Of 76 1 /% \ . `.\ ti i r - ,' ,' ; ! \ �� �:` ` \; 5`\ , �� \ 1 \ �� %/ , s j/ r' - \ ., a I `\' ,% ', 11 \ ,� \\ / r / / ,� / /NOTES;/ i i \ / Guardrails shall! be installed at locations of�,dbvious need such as \� ! . ea` --- - 1 \ \ t I- / \ \ . f % ; ; \'', , \ , \\ , 1 \ \ \ \ \ \\ \ \ / / / r / % \\ \ \ \ ; t I\\ \ '• \ '\ \ \ �' \t / i / / / % 11 �,\, �, � "I ./ /, // es lar e' end walls, a Ile!_ _s wher / % �/ bridg 9 i p tea ..,kv.eter lards, etc„ and fill �t / /' reodmmendedl during field inspection. -per Section A- ,5 Traffic, \, :\ -�,. \ \ ' , ` ! / \ �I- \•\ / B,a-rrier Installation Criteria page A-43 in VDOT R'dad Design \ �\` ... \ ; \,\ `\ \ i 1 \ \ \ \ \ \ \ \` \ _-- --''I 1 I I/ � / X` /' / /' / .,- / / / Manual, Vol, 1) /, \ 11 \- , `� `, "\ __-.-_ \ \ i` \ '', ! d I 1\ \`' \ \ `'\ \\ ", \\. \ \ \\ '\ \ \ \ \ \ \ _-.._..___ _.__ - - _ I i I i r'' / ; / / / \ \ �, . I // C 2 \1 \ \ •\\''•\\\ \\ \ \ \ '. `\ \\ \ '� \ I\ \`\ •\ <? \,. \ __- __ - I I i / ,' / /i / \ � , / / ./ / \ / // All ditches to be constructed 1' deep wJt 3:1 side slopes unless '\ / / of (Eerwise indicated. --' -' 11 I \ / 11 \ \ \,� \ � 11'1� , '1� 1. 1: �\ \ `\ � / W I//1 `! � // / . //' � I \ / , //\ \, , _ -_ - \ 11 ",\ \\ \ ---.-- ____ --- -I--- _. --..- " � `\\\ ', \ \\ \ \ ': • 1\ ". � \ \ \` i, I { �t / �3t2,782 AC,./- / ` \ \ \ \ 1 1 I I / \ / \ \\i 1 , \ \ ` \ \` i / , \`-- -_ ", , ' I I " - -, / / / ` \ . `a \ � . , " . r ( \\ \ \ \ -`-• — --- _. -_ 1 \ { ! ,\ A \ \� \ \ \ \ 1 \ --- ; % \ 11%, 11 I 11 1\ - / / i / .,.» «... -..- . „'•-. 1 /' / I / Z,., ,� \. \1 _ ___/ �' ,y I � I \ , �� � � 1\ � \ rP ' \\ r 1 \ \ - _. . -__ ___ . \ \ ' \ \ \ ..- - q _. ,.......,•..-,, _. _" '\ \ \\ •.\ % i \ ` \ \ \ _ - \, k. \ \ \ \ --- -- --- - -- - 1 -.-..- I , 1 1 , �\, , I\ / \ \ \ \ "\ k, \ " q \ \ \ \. \ \ 1� \. \ 1 ,, fit; `\ \ \., \ �`\ \,' v. \ "\ .�Q \ ` \ \ ` \ \ \ _ -_. -. - __1. \. 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These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. NLTH op e o 9 -r,, ROBERT B. MCKEE� NO. 7783 "P w� vkyl0 NAL V�6/ Revisions: 1., 01/15/05: County Comments I2.02/14/07: County Comments 3.05/14/07: Contractor Updates 4.08/16/07: Final Submission Scale: H:1" = 50' V:1" =10' Date: 12-18-06 Project No.: 0511 Designed: WS, AF, RA, NB Checked: ER, RBM - - - __ ,-.-i , I / I \ 1� _r . I \ . I I I/ I I / 11 11 . I . . 11 " ; , "I I - I i I I t I V" I 11-1 "I " I'll �' I" � ;�/ \.- I 1� /11'� Z "� /" � I \ I i I . � i 'I 11 I , ,' �'. Z \' \ � / / , � Z I'll, I- I ;1' / /I ' / , I/ / \ \ -1- - I I / / -- , " '� \ 1--._ , . . I '/ " I< "I I/ '_ -, I \ ". \ � " I/, / /\,\. - , / I,* . \ \' " , / 5' .11 \ — I � >// " . , t �'--- -�� "I "I I ! 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I , , - " .' - < Scale I"=50' Contour Interval=2' 0 60 100 200 GOODLING ROAD Sta. 17+50 to 19+29.75 too 760 765 750 746 740 736 730 1 725 720 715 710 705 765 760 755 750 745 740 735 730 725 720 715 710 705 fvv rVV 17+50 18 + 19 19+50 1 co 11� I I � __ --- 4 -----.—I I � IN co t- ------------------�---.-------.— I 1--------------------------------I q 6 I � I I M � I -C,)---- I _____1 __ Z J 0 I 0 0 � 0 I V . _______J ------'F------ -----I- --------- - I 1-- W 1 30,80 ' V. , W r SSD = 191' I 5 W W I I -, C> C� --I --- -- ---- C> LO � 'I. !�_ � � ------------------[.--�------.-.---.------.�-- PRO OSEb I --.-- .- F _* GRA E . r I I I I-------..- __ - __ —I— ,FXISI-ING I i GI?IqD,F I I ----.----.- -----.-- _____ -------- ---. ------- I ----I- ----.-. -- - -- -- I 11 -.-- ___'__ ----------.---------- I — -t—.--- � I — — _______1 - I q- 0 C, L ---"----—I I -------,-- '_---I-_- - 00 (�6 C') __ - - * - C 0: C E C ---I I C ___ ___ a � - .--- - . i7 _� e --- I 1 CL 0- II � -----.---------------------I----..----.--11.---.-.,- I 1-*'o"" -1 _� ID .", ", '.; ?0'� , " — _ _ — _ __ "I I / I/--- ': , 1\ ;� �;�' .' __ _ , �- " -, '/ � -' - -' — I- �� _'77 — . .", � / \ 1� , . ".. , '� , '- -_ .' , , ' . ., , - " _' �_ -..-- _'.' -1 _' " -_ -_ - -_ -_ ./ ' - / " . NOTES: I -7-,�"- , ' \ / -, " ". , , '. 1 ,_ I/ .2y 1 - ." " '�: �".5 - "�� , .11 �"'� 111'� - " I , - �' - 6 1 \ 10 - " � . Z - -:- �_ - ' ,_ �".' 11 �' 1� .. Z."o ,- - -' ,,. ` , - ." -1. - - _� " 11� X " / '/ X \ - '��. 0 , I , I " '� " "" -1 . .." "I 1-1 ' _' � -_ - - .. ,,, . I �_ I I ' Guardrails shall be installed at locations of obvious / '1_1 ;.--,-, �' I 1Z __' / � "' � I / '/ '�' I , , \ _1 I " � - ___ * .1111, "I " "I 11 -, . .' '� _� I., _" --.--- - _.- - � .�' .11 / I � \ ', , '�' "' _ - ' ' ,,,,,,00 , I .--. - / / '_11 . , ". , � I / I., A / STREET 1E , -� .11 " �' 11 _1 �' , _.. I -11 "I -.--.-. _'__ --- _ _ �' , Z / \ I/ .1 . 0!�' '� - I I Z f, " i I ,STA N DrA R UP R I We�S (f B IJ�V I S, I 0 N � IFT, E ,, "� 11 ,_ � I I Z '.� / \ / / V"�C,41, 1 1 �'�' I / / 1� I / /* I Z " -_ � - -..- I 11 ", ' - "" ". -_ - - -11 ,_ _1 " ,,-- -.--- __ ---.-,- --..--- -- __ -- - _.- -_ "I , I I I \ -I � .1 I " " \ need such as bridges, large end walls, parallel - -11 , / / Z / I ." -, 11 I" " .. '- \ . '& - ' I , / " " / I __ -, .. �' � " "IM) ":" / / / / ' I " , / ./ / I , , " 11 - , I" ) / \ \ ___ -, � I 1 '/ / "__" ". .1 I - �' " , I _� � -1 � 11 "I , -1 ...- _' ".' . - - � I 111 / / I , ,-/ , / I I // �' 'I', _' - el. -I , _'. ",_ "I --- -- .- ' q; - 2/7'0 ./2 V'�,3. /E � / / , Z I / / / 11 __ �' I 1. " / . I 1V I I ' I '/ / / / I ". " - 11 "� -1 111.� ____ __ - water hazards, etc,, and fills where recommended I ' - __�v 111.111. �; I 0 2!" � / . / � _'� I " I 1� _� - "I '� --- --- -.-.--. - -- --.-..-- - _ -- - / \ � 11 _1V e)0 ��' , /I � �' / / I/ " I -I.- .-, 1�1 ,_ �' ' -3 Traffic ' ".r 6�;' I / / . , '��/ / , / , / .11 .1 ' , �" " -.1- - - _ __ I',' ,� during field inspection, (per Section A � I "".r , / / �3' / ,/ / / , / I/ "I '�_ _� �' 1� "� 11 I -1.11 _1 - -- - -- __ _ --- -.-- -_ 11 . __ _ �\ \ 'S",�'�'�;c 1� / / / / / / I I ' "� , " " __ -1 I/ '�'."' . I / / / 1-1 11 �_ _'�"_ ' % "I - '111`- .. ) / / '/ // / / /I /I / ,- _� 11 - _ � , 1". ,_ -_ '.1 �' 1. I I t / �� I - . ... ' / , '/ / " .1 " 11 I \ -43 in VDOT - . __' " - � _.. / / / / CULV� / /' , / " I 11 - , __�W. __ _ ' / \ Barrier Installation Criteria, page A , �_ . RT w�c/vl , '� ' .' I . I �' Owl , - - '_ �' " ?�-- I /'/1' / / , . / Z' , / /' , 11 � - I" ___ __ --..--.. - - __ - __ - , I 1� "I '�. I " _" __ I '; I / / 2%12,L.F/ I / , / / � -_ ; .- __ - I / " , ' , � - --- - \ , I ' " ; la," R,CP o 0�8 / / / / � - 11 _1-1 Road Design Manual, Vol, 1) - ' __ -n , , - � 11 __ vall /. -_ .;;�� v / . / / , 11 -1 -_ / . I , / " 11 I'- I / // / � "I I " - - ---.--- __ ---. ,-I - . .11 \ -1 " , - I / / / / -- - - JNV IN - IN V,- PUT 7 �, 2 7 / . / I / / . .' , ./ -1 '� "I / . - . I , '_� - - - 1 7� 1 � -1 _ � 1� I# ,� i . S 1 qT�IL 'iE'/N,EET/6P' / / / / / / " " - - - / I I EF : ,;D7" 00 1, , / / / / ", I" I - - I/ / / , , " '� 1-1 _ _ ' - b , / / / / . ' / / / / ", 1� - 11 . I/ -1 ." - - - - -_ I .� J.." . I., 11 . . . . . . �,t ; I i I 11 I . / / / / I/ / / / / 11 " I -1 I '..' -- __ - -- 1. .. --- ---. 1-11 .- - ID, - - - 1. /111 " a51-17- , i t; t i; 11 I 11 / i I / / 11 / '/ i / / /. / '/ / J / / / ./ / / / /11 " .' 11 Z "I 11 �' -,-,* ___ ___ - - __ _. -.1- __ __.___� -, -, ._ ", All ditches to be constructed 1' deep with 3:1 , . I / I/ Rl//-- .13/ / / / , '." -- ' ,_ -, "_ I / / of / X � , ". 11 .1 1, I j, / ' " ' , ' __' ---' �' __ - I � '�� ��'�.l _'�` i �' I! / 1 't I . / /2 4�/ / / / /' / � __ 11 ' " .11, �' 1�1 ,- - _" __ �'. - '� - -_ _ - -- -, . - , � � I , ' / / / .." "I "I _ '_' -1 .1 '. side slopes unless otherwise indicated. .. ��.� '�_" ; S 1101 061 2 9.7 6,,'* W / I ' (LT),/ / 11 1� I __._ - __. I . - _'._\ \ - � .' J I / A, - /1..9'D//5?/` 15� . I/ / 1" I., 1, --,- - N, I . I lo, , / / J, "I 0 " P. . STA. c " I/ ' q4.15 1/' " / '\ \' f 1 I I / / _ - 1\19� - -0-+ - I . / / / /A / ', \ - J i . I -- I \ _ / '. -' .". I i i I / � ... .. -.1 / / / , "I, / �' 1� - '� 11 - I / I � , 1, \ , \ - I "I 1 -, S T'Al - 1 1 I/ , / / 11 I / '� " " X I- 1 - __ " �' 111._.' I -IJ -4- 1 / 11 , .. \ - / / / I ' ' 11 , - I I '-"'_'.' P.(" I ! +05A ' , I I / / 11.11 _'. 1 1 7 - —/ - / 11 - .11, -, ''. " 1- � I., \ . , , , 1 I , I 1 I I '/ " / - / . _� _. , , .-- � - . 1, \ , "I ' I / / / / / / I/ / " -,-,;6 .". I � " - .--- - , \ \ \ = i�'_' "I", i I i i . I / / /' / 11 I., _'. " ,,,, I ".1 11 . . . 1 1 1 1 1 -- ____ - ----- I -- . k I -4 1i , . , . "I" -- --- 1, - I ' I , ' I .� , �' -..,-..-- , 95.00' , � I I / _:7�7 , 1 / I /I _ --,-... '.'.-_ -_ % \ I ' 3 -.. '&' I II 1 1 1 1 / / I/ / I I / / / / ' / - , \ I - __ ' " 1I 1. of / Z - --- \ I ! . ; ! I 1 ; , / I . i i " !, / I Z / /. "I /' 1 -,I, .1" I- __ ' I I � , I I I . I I i I - I ", / / I .1e / . - - - I I 1 1 ; I/ I 11 11, --- I I I I i / J I / I I / /I __' " 11, '_ --- --- - - - - I ,. --- I - - - ' , , I I 1 i ' I �// i / / i , / / ' "I, -- __ I \ \ \ '\ \ 1\ .1 I / it / \ \ \ I >"" I i I ,,_r / / / / " -- --- -- --- --- - -- --- ____ __ -- \ I S, \ \ P�_\�4 ���'��0_1 �� I ,�. I I " . � ,I' ' I i I ; 1 j_-J- I 1 i I , / / it I / / / I/ / / / -- -, '.� - , I - ., ; I I / � "I ' - 'I, \ \ " 1, �T / , )'J / / / I / i, / '; I / /' / /D2 , " 111� . -.- .... I \ �" I ,-_ �-" I I " Ill/ / I '11� __ I _'\ -' ' I J 1 I B� I i! 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I -----L---------------L---.----------- i --------�-.---.-�-------------.- I + L_�_ I 4N ____. ----.----.- C\1 ________ _�_ .L----' I V) - __ ._______m -.---- 000 865 855 845 835 825 815 � 805 795 785 775 765 755 745 735 725 715 705 luu 0 + I + 2 + 3 + 4 + 5 + 6 + 7 + 8 + 9 + 10 + 11 + 12 + 13 + McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com IMcKee Carion and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, I designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. np - I 0 U ROBERT B. MCKEE 11);, NO. 7783 16 Xkl � I 1P A�4� v U IV" lyst I ,k., -ONAL V�y V) U (011\ a� (-,r\ NF__q Lf-) + t__1 c1r) " 0 U F (:N 1Z -14, r_.Ja) CD il I- 0 + -,,- (= 'ct P4 bib Lf) ct !� F-4 r 4 _+ 4-J n — ;> V� 1.0 a j 4 ri P4 6 Z � '.' U) ;--4 U �-) C) Q <L) .':� �� F__4 '._1 1-0 U-) �(:) P4 r ........f:� � P-6-4 W 4 P4 ).� � 0 P4 P4 c) o P i � U U) � 4 C� 0 P4 — --- Revisions: . . i 1. 01/15/05: Cotinty Comments 1 2. 02/14/07: County Comments 1 13. 05/14/07: Contractor Updates 4-08/16/07: Final Submission , Scale: H: 1" = 50' V: I" = 10' Date: 12-18-06 Project No.: 0511 Designed: WS, AF, RA, NB Checked: ER, RBM . _J -_ 4 ' ,h, 1 1\ _... .__: ^-.., .._... -L/`-' .- .-_.. ,.._. - r , ' F �-,. ... ..� _. '\. a _... ...,, ".. _.._ ---. NOTE•, - .. ,. �.. - ._. _.._ _. .. _ ._. _ _. 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' _�T �1'1.iP n� I / I �' 1J I --- — - -_ - ' I I _ _ _ _ _ _ -_ _- - - - - -- - - - - 1 \ '�, 1 I 1 J t t I i I , I ,� \ , : - ` W /n, . __ . _... -- _ -_ -_ --- -- / / _ .\ . . , , , 9 2 0 O OT �I �( co co tij NT W'! (0 Q C) OI ® (o r`� W O ,- Ni -d i ,ril O 01 �� W OI tiI t0� �rl OI �� TI Ti OI .- ao to �I �' IN Nl M O� vj Or M' �- (D �t O (D cV r-- . - d' a (c1 co �I O� O� OI to co O C� I �i OI �I r. �I O I h P� r`I tA� OI M 001 O 9 2 0 I 00, " (0 OI 0 toI ,� I- � � �; �I C0 C01 oI co I I �' I �I 00 00 � 00I co �� �' �� �I 00 00 ao col OOi w i , ' -- ' . -- . . 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I - ♦� �� I - - - - - -'� __-------... _ __ ___ - _ ----I -----I ----- - -- --- .-- -__ _ _ �- i I i -------- - ---------- I ----- --- -- --_-_ i I 1 I ----- I --------.— --- -_ ___---- - I 1 I I I 1 81.82 V,C. -----_______--- --- ------ - -- --------------._. { K = 2 6 8 6 0 I I I I ( I I I I I I I ! 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I I -- -- --___—_-__--- ---- ------I --- - ---- -------- ---- r I- 84 0 ► I ( I I 1 2 I i I I I ` .c. I //� I I I I I I I I I I i I , I = 31 I I I I I/ I I I I( I I I I I I k I I I_- L_ 830-------- ---f--------.-----------._------------- II I ----_.-----------------____----------------I------------_------------- ----- -----------_--------_--- I I i ! I i ---------`--._-- - - - - - - - -- -- -.-_-------------L------_.._..----------- -- -� ---- - _ _ - -- - - I I -- - ---"-- - - - -- __ _ _- -- - --- - -- ---- - - ------ ---- - -- -- ---- -_ ------ - -- - --- --- ._._ . - - --- - --- ----- -- _ r _- ( I i _------ _------------___ _--------_.— i I -------- - ------------__---- - - - -------- ---830 1 I 1 �� I I I I I I I 820 --------------- I ----------- ..----------------- ----- ----------------------- --- -- (------------ -1 -------- I �� � ---------'-- .-----------.- I.�.�' _ __ -. .---'-� ----- _ —------- I � I -----------------------`-------__- ._-_- _____ -- ------ I _---_-'-•.--�------_---------- -----_ I I I -- _----------.------ I I ----.__`--.----.----- -- -- �__- �--820 NOTE: I Proposed cen erllne I of I .,,f (I I � I I I County Fair Lane should i ` ��'' I ( '. I I I I match the exis�ting cross slope from centerline of Rlank I i i I Road I �.. ( - I I I I 1 t I to Sta. 0+12.00 of Car enter D r i e 810----__ —_ I 1 I I ------' -- - -- - ---- - - -- I� I° _ --------- ----__.. ___, -,- - - -- - -- -- - -- - ------ -- -- _ —_ - - - -- --- -- - -_--- - - --- -- - ---- -- - ---- I ---- - --------- - - -- ---- 1 --'-- ----- I -_------- _-----"---_- _-_ -._ _ __ -- j 144 I +2,6 °!° f II K=31 _ .._ ..... ` 8 0 0 ---- o -I _ - _ _ I I I I - -- �- ---- ---- ...I -- -�---- -r ---__ - ------ - ---+------- ---1- -- _ --.. - --- - � I I - -- ---- � I - ----—'------ --___ - ------ -- ---- -- ------ - I I I I I I --- ..---_..._ -- - - -------- --- .._.._ --- ----------------- T I I ---- -- -- --- _--- ___ _ _ ---- -- -- I I I - _----.----------.---------.-------..----------.---- I I I - _ - -_I_ - - - _ - ------------ --- — --8 0 0 I 1 o I _ 1 __ I 1 i 2.0 O I +2.69 / I I I I I 00 1- � wZ o I In M j O I ( MI - °�' I O ` �'I ,�-, I M I I � ji I M ,n r- ti "_ ( I (Y) N I `r M � M I T (7 ca7 0 I _ L:-----------°' 7 9 0 Iwo U - °' ----- -----_ -- - -- ----- ---- -- -�� ------ -� - r---------- _ v _-- --- 1--- ------ ----- -----� Q ----- ------I - -- -- ��-----1--- --- - -- T-'-------- i I ---------- `-°-.------------------- °° -- I --- - _ __ _ - - --------- -I- _T ------------�- -� _ -- - ---- - ---- — v - `°-�----___— _---------------�-- °° --- 7 9 0 Zz° -- ��' OWE �n- OUY Q crU - f' a_ d (0 I I I 0- 't I I > I �I I d I � I fA I I a °- I 4, N h oa I I- N I " I I t` I (O 1 >I al f ; a, o- N I � N co r W 1` I IO�z c0 �I(O� 10-� N I�Q I O�tl-O--_,2. __�-_-___+ 780 p nj p O O � f + + N -___ ---_-a--.J-_- __i----____L----_-_-_-_.�St - ___-__--_--.---L--_---- I ti d� I I -�-._ I _._-__---I ----_---_� --- _-___- O I + _ - ___ I -.--_.--@-_ -_ �__.. _--__-_..--_ -._.� _- _-__�__- , + I _r _.--_-- - ___ 1_-� ,~- + I ----_-__-__t--___- d O () + I + + -___-__-__f_----_-,_ _-- _� -�0-- 780 0 + 1 + 2 + 3 + 4 + 5 + 6 + 7 + 8 + 9 + 10 + 11 + 12 + 13 + 14 + 15 + 16 + MCKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. i �I p,I TH pF 6r ► ��r . R.� NO. 7783 , �� sSjONAL ��y� I..%) U ?1 9 E,...I U P. .R I-r H � ®� �d � � O U 4-i ,C 1 a) 4 C f �o�y V) � `V Q " U 4. U H 0 I� Revisions: 1.01/15/05: County Comments 2.02/14/07: County Comments 3, 05/14/07: Contractor Updates 4.08/16/07: Final Submission Scale: H:1" = 50' V:1" =10' Date: 12-18-06 Project No.: d511 Desi ed: WS, AF, RA, NB Checked: ER, RBM Sheet No.: 14 Of 76 860 850 840 830 820 C 810 800 790 780 770 - --- --- ^ ..•_. % J i �i ' t I t 'I i ' ! 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I ! � I I f I I I t � •� � ' ` I i ,� / / � !/ � ._.. - __ -- --- _ l _ _ - J — � `, \ \ , ,� r r / jly el // /' i }! '1 ', '1, `\ 1 `11t `• �` \ \ i Ij JJ �0 / R = 1/O C7.7 4 ` CUt VERT CPQV2 I ✓ y� ' , „ / ; t l' - Z-6 $5',12 �N. 3'0",R'Plu 29°�° I i '- �__.-_1.7-7= 23 03 '(LT) / - t� I t , 1,1V INi 7833 00,; IN OUT p7815 t - 1 // /f DETAIL I'C' �HEETIDPtS A = 3 6.65' �`\ \,''\\'.\\ ARDRAIL i / \'a• - -- _. \4 TIMBER-. ~ SEE DETAI D -SHEET 3-1 , II`� \ STA. 25+07 TO 26+02r' _w .,,,. •-'^ i" `�Vr l.rl.VJ � / 7 � `� , 1 i S \ - \ + \\ 1 ` ;, 1 4 1 I \ i 't -\ i p / \ � ,\ -- r i � r / ` / \ ' \\ r J 1 1 1t t 1,� S � t`ti. \ , \ 1 � \ , \ t ` 1 , 1 t I � d \ I \\ � � \ 1 � -_ �� ."" ,� //! /' / ! \ \ \ •` .,� \ _�• s .-' .-a' ,,,» ...... �.._.., ..:.., .... o.,,.. ,.,. ,.....:.,._ ..... ,...., i / / / \\ ' YFC , , i � \ � \ ` \ 1,: \ �\ \ \\ \ l \ , � t ' I � 'r`. {'E' � \�S'\ ; ' \ `*..: .•^ ` ``•' .'•'•• ! % I j \ - \ \ \ \ '°. � �� � - _,_ _ .r V ' \ 0. Y l -- / / p .✓ , \ � � \\ter ',\ \ � \,' / \ �. \ `. � � ' \ . 1 ? � \. \ °�, _ - --� .-1-,.,_ .- .._ _........$S�:Q...-...o. ..._.. --'` ~ f i � i \\ �` \ / 1 / i � ti \ \\ �, •t ' � i I ! L..._ _- • - \ ° , \\ \ �\ ' \ '',� \ ` .\ \ � � •..._(� � .- / - /j I, 1\ �, \"''�, \ \ \ \.\ `\ - / 'OT/j I it If i � \��� _ \ \ \• ✓> `�.\`i \, \ , \ ; i ! \ 'h �.' ,Ili i \ \ .._ _ J I ! . If 'A 1420 50'' '3$ RT I \ \ F 1 O y -' / \ , t \ \. '\ \ p \ , \ i ` 5.7\ A\C \N2 5 l4 7 I \. -2 747 S� -•�- �'. � .- -` � - -- -- -- -- \ 4 � \ / 1 1k'I � • �, \ � I ! I � t j � � ` t i •; {, 1 � � / ; , �� \\ I i } // ;'' /' i /s, r / 1 f _ _- _ _, — _ _. __ _- - - --- --- — _ . - � / \ \ t Cj . / / f i ' , \ ; � i I , i i •1 t ! 1 :t { t J 1 ' / t \ I j � � _- � r ' j / / / l � _j fX I �, _.- ✓ '� ,�� ,'. \' -- _. ~ - — ,-- �,,., r \ � � \� , / / / - 1 r �/ (' 1/ I ! ' f ,; i t ! ,I i , } 1 1 / / 1 I � %•\ _- �*...;;; W =:_ - _- - _ _ — � -__ �-- _" _. � /;� ' - J� _l"'% / , , _- If It J,•r(f`/ i / _i '\ QQ� � _..__ i / �.- \� _� '/ / /l l '' - // i' / t 1 � rI %• ��,�/s`t/, l,i /i ��nJ�l' I I I / ; -(ryY`-t ,' j� ' '' i` / y \ - _� _ _ -- - - \' _-- -. '' ''� -� �/ , !—i i , ,' //%/, ` ,' ! fj ; I / l` I , ; >� / j r /• I } , ,! t \ \ j j I i .It o —.------.___—_N N (Di O' O aGi M (D+ i 0DI 1r� qI rl ("71 0i OD 1Ai 1� NI a0j o Ni 6 NII a0 r) 001 c6 r '0 cc' -4 4 r co rn T O r 00 �i (DIII Oi 0� o -------OI M• OI coI 01 O OI o01 0! til 0' 1 `_ O L jI 01 r. of O 0' 0� co N E� W at! OI 00 ti (D 001 N cOj cop ; 0: O: ry N� O d �l WI (D co ti c0 O W II If � 1 i I i ► j , '846. 1 i I i W ` I i -- - -- - — -------� --- --- -- - --- __- _ _�_ ------------ CL cc - --_ _ — ( l CC W z ' �� I II i ! I 4 ! W nW. ----- _ -- i -- ----- -- --- ---- -- - - -- ------ _ -- -----1 - ---- -- --------- ,80.13' --- - ---- V.C. i -- - - --- -- ----- ---!- - ------ --- ( J i ----- -- --- --- - -- ---� --------- ---- -- - -------- --' i ---------'__ _- -- - - _ - - - - -- i - ------'----- ! ---- -- -- --- cn ---------W v -K -27 --- 0D W I N W o o i I m 2414.77' V.C. I 90.60' V.C. 24 .21' V.C. + I K = 21 ;- 136'--- K 17 (n - -- -- ----- ------- ------ _ _ —_—_ ---- - ---S.S.D. ------ _= -_ QD T 01 _ 'CID 0 - CO ---� I f I (p o Lr) N - -- •� !� CD) o ---- i -�- --- I i --L-----_-- I V 00 - M I - ---- .-N co �o U n I U OQ' r - o ly co .� -- I N - ~ N --~ V N r - + 17 + 18 + 19 + 20 + 21 + 22 + 23 + 24 + 25 + 26 + 27 + 28 + 860 850 840 830 820 810 800 790 780 770 NOTES: Guardrails shall be installed at locations of obvious need such as bridges, large end walls, parallel water hazards, etc,, and fills where recommended during field inspection. (per Section A-3 Traffic Barrier Installation Criteria, page A-43 in VDOT Road Design Manual, Vol, 1) All ditches to be constructed 1' deep with 3:1 side slopes unless otherwise indicated. Scale V=50' Contour Interval=2' 0 50 100 200 Carpenter Road Sta.16+50 to 28+50 , McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Caron and Feld Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. C.7 I� C� r' •� `� + 00 ) � Ln a �� U) CZ c� Q � C6 w 0 Revisions: 1.01/15/05: County Comments 2.02/14/07: County Comments 3.05/14/07: Contractor Updates 4.08/16/07: Final Submission Scale: H:1" = 50' V:1" =10' Date: 12-18-06 Project No.: 0511 Designed: WS, AF, RA, NB Checked: ER, RBM 910 W41 we] Mt M. NMI Me we, WOR 770 760 _1 ... -, -_ I I I" - - .- - I 1 I � .1 _ -_ -_ / .11, �1. \ . ,� --- i � I ". - I , / __ - . __ �A __ - i , l / X ., -, ,_ ,_ , I , . ". " - _ -_ - -- 1� -- - —, I � � i ,",- � I \ \ , ". I---- - - - -- __ , TIMBER. Q_U _ I --- - _ -_ -- -- --- - - SEE.- DEJAIL: - . \ ,� , 1�, 'I'll, --.----------- \ ., ,�, -.-- ---- _. - -1., - -- --- ,\ D i . � I \ 11 I , - -1 - _� , ,� "I , 1, "..- I" . \ __ __ , . .. 11 1-� , - STA, 1.5+-5/2-_, , �" -- �� I - I "I I I �\ \ ,- I , ..., -_ , . \\ --_I" - I - � ii i - 11 I � I / ,� ..-21 I I " "// - -.-,-,----\-- , / � . / \ .1, . ... .... . / -6 = 18 * 4 5.'--3Vt ALT � I , / " ,� , . 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V) f-- + I Q ,It ___ A_ J___ ---------- I [------- I I I -------T----- ------L-------------.-----.--------- 1 I I I [ ___F_ I I I I 0 J :�:; a: I q i � M I- + I co T -1 . >: 0-I q " co + � 't . - . __1 a- M C� to Co + Iq ___,_:t [-.----.---. - 28+50 29 + 30 + 31 + 32 + 33 + 34 + 35 + 36 + 37 + 38 + 39 + 40 + 41 + 42 + 43 + 44 + 45 + 910 ffers we] Me] M ME E-0 M W11 HE I-Morl 790 EM 770 760 McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carion and Field Sport Concepts, Ltd. reserves its common low copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. U� U 4 F�: 9 F-4 �4 W P4 U �� * ns C) ;--q . (t P4 bib ,.0 M + ETA W� -oll E_j ,!::I � er, 6 Lf-) ..., .�: 4., "Z14 V�; 0 _1-J M ;--4 g U �! W + 0 o -;:� c)C�,,Oc, WUct � 4-i Q rY011% U� P-6-4 _<11 W H-1 W-4 0 P4 P - <� P-4 12) 0 P4 in -1 Revisions: - 1. 01/15/05: County Comments 2.02/14/07: County Comments 3.05/14/07: Contractor Updates 4. 08/16/ 07: Final Submission Scale: H: 1" = 50' V: 1" = 10' Date: 12-18-06 Project No.: 0511 Designed: WS, AF, RA, NB Checked: ER, RBM I I 0 i `- -- - -- - _ ,I s .\ \ 1 , \•. i y , t,11 j \ \ 1 \ ; t . t ` , I { , , : ° ; 1 / , r ! / I \,% I /, �, • b.................. -- -, , / \11 i I i - , \ " s x 1 I , \ b ■ --- \ ,\ \ \ `\ i. ` \ \ \''� '\ \ t ,lI .y ,\ \. ` 1 �, \ `%'1 '� `' `` \ \ ` 1 t t ,1ti, 9 '` t `; I t '\ ,` i, It � �, \ i ` ` \ h�` • .� ._ - '- `-,. 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I I / / / / I I , I , 1 1 I I I/ 1 1 1 i / / // // / Contour Interval=2' I I I I`Af - 13,5,341'' i 1{ I! f' I J i I f I I f I i i ; I 1 // / /` / / /' / / / / 0 50 100 200 i t( I I f I / j I :i I I, I I I i; f 1: I i 1 1 1 i / I I I i ( f i /' / /,/ /' // / , / % ; , ,I ; I ; I ; ; ; ; , ; I f ( 1 1 I I ; i� �arY�enter Road Sta. 45+50 to 55+06.63 . f !/ ,' f l , I /f 1 /; /' j( ; I I f ' I I I I i ( I 1 I ' , i ' I i / 1 I I I / / f • / / / / �— j'' f I' , I t i I I I I I / I / / % / _ �'�_ l I 1 /' / t , l t 11 I T �' I . r I I f I f . ! / - '' , / / / l 'P,;C - I I f / I,, f 1, .1 / ;l 1 , I . I , ; f i ,` f / // / NOTES: I/ , II /f�Tq, 4xzi„1 . ! ,I f' . ` i I I I I f1 i ( I If ' I I ' I i ' / / ,/. ' / ;"' / /" r r it sh II b installed at locations of obvious 1 1�� ,, / I - , f / Ouadas a e s ,/'/' // ;/ / i / I 1 9 131 f I� ; I, f ,/ I ' I I I ff i•, 11 I I ( ! 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C0 LC) 3- -_-_-_-__--_.._ T- + ..--.-..-L----- 1 n + _---._----- O I m -- 780 0 + 1 + 2 + 3 W :e1 795 790 W- OR 780 3+60 o1 N1cKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Caron and Feld Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. V Q W m 44 � U -'-t ++ 00 IE� - (t MN � 'bi ® CO ® O �? +, r -!� .� ,t o + ct S ,6 CD ;..� V -1"' M ® ,� 3.4 't U ;-qP4 �U � � �] v 4 w--1 M FFP�-q U Revisions: 11. 01/15/05: County Comments 12. 02/14/07: County Comments 105/14/07: Contractor Updates 4.08/16/07: Final Submission Scale: H:1" = 50' V:1" =10' Date: 12-18-06 Project No.: 0511 Designed: WS, AF, RA, NB Checked: ER, RBM / , , / / , - -._ . / _. - i __. .._ .-- -__ --_ - _ _.. ... -- ; o '11 . \ _,_ __...__ _. __ _ , /, f i r t �, , /' / _ _ / _ _.._ j. _ // I / 1\ / \ /' : , / ! V \ / i / r . , 1 t I I / 1 _ _ - - - -- - -...__ _ --- . - __ _..- _ __ -- / / - _ _-_ -__ -- -- _. ( ; / t - - - -._ I , / / /! _ - 5 - _ '\ .- 11�. 1_1_ ----- -- _.1_..,_____,___.___ -q �. 111_ .___..1 '1-1 .- '-. - _ \ ,,, 1 I , t - - I \ \ '. 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Sgs��? 3.\ !}'' f , ,' _ 38.34 L.F. 30 RCP na -1;30 /° CP / ti / - - \ � �� '� _ 4 �\\ 9 � " / i , . _..._. _._ .. - -..._- _.._ _ ..._ - = INV IN 7 TA15. INV OUT 7pP 75 �' ! / / -- / / ! \' \ "' `� `-. : / __-, __ -- f ! / ,. \, t -' SFE-DE L B' S.NEET 7 [1 \ l( --- _,.- •- / - / ! f P / C� __ _._ ._- __ -_. -__ _--. __ _" - __ _._ _BLOFILTER CFBF2. y ; / - /� /� - - i / / / / / / / / O / ,'' - _ _- - SEE` DETAIL 'B' .�\ / / - _.q "' / / / / / / / SHEET SWM-51. ,, / / _ , �_ - Guardrails shall be installed at lo.c'ations ,,o4 obvious ' / '/ / ' ' ' / // /`i - ` _.-,_,----__ ` / I "I/ i _11 need such as faridges,/'large -end walls; 'parallel- --' // �/ // // �1-_ I - - Water •hazards ,, etc and f1-11s where recomrynended / ' / , -- - -9---___ \ i \� \V \ ( z ` \\�\ / r ! / - - /91 �. J T Ww rm fl L ..._ n ._ Von r ectlon /A- Traff.lc r / / / �- / ! \ __du g e dc' pect ,(pe 3 / .,. - _ / \ , I - 117 A ___, Barrier Inst- I -I I n / a e � A 43 In VDOT y / - _ __ -. _ .� I/ :_ --_ , a at o .---- rla, p , - _ / �- ' , 1. 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' zU - ----_---.-----'------.--.------------._ �_ _----- L i-----_____-I------ -- _1 ---------. -J---- t�1 _-_---_-.---_I_------ -------- -----1-----------'o _-o o __- '--------�--= ! ! � ----�---'__�-__� _ J __� _-._ _! -_ --14 � --- _-__ _'- _ `n ! 1 := i 17+50 0 + 1 + 2 + 3 + 4 + 5 + 6 + 7 + 8 + 9 + 10 + 11 + 12 + 13 + 1-4 + 15 + 16 + 17 745 1 740 1 735 1 730 1 725 1 720 1 715 1 r"I I 705 1 fU11111 695 1 McKECARSO CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common low copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and - consent of either McKee Carson or Field Sport Concepts, Ltd. Revisions: 1.01/15/05: County Comments 2.02/14/07: County Comments 3.05/14/07: Contractor Updates 4.08/16/07: Final Submission Scale: H:1" = 50' V:1" = 5' Date: 12-18-06 Project No.: d511 Designed: WS, AF, RA, NB Checked: ER, RBM Sheet No.: 18 Of 76 . \ \ ~�~ / - � ' / / / � �� / / '- ~-_'~-~~ /' / � / \ / ��- / // �'^� � '~ / / / �� // ~ / / ~,'~~-_ ,'' �/ \ � ``. ' ' ,� ,/ / �/� - ` ' / / // ~�---~� / / �~' _'^~~ _~^ \ \ ` ' / ' � ~ -- ~ / /� / - ' _'� � / // ~'^ � / / / �~ ~~' /� ���\ ' / / // '~~~~ / � / ��' -` /�- �/ // �' /~ �~���/ / / // ~��~ �'� �, � //} / / '���\ � � //\ � /� / � / / ~~/ � // /� � ~� -� - - _ - / ^~-~ / .� '/~' _.',� �--/ ,/ / ,/ �'''^ .'' ` / �/ / ~ � � / ~ / � _ ` / / '''--_ \ /// \ / `�y� ` �y ' � ___�/ / / /_-' .^~~ \ ` \\ ' ' / ' / / / ~' ~' ' \ ` \ ' ' / / / '---- / / / ~' --' , /� \,\ ///� ,//' \ / | ./ ~!� / '`- / / / //'~'- ~._ __ ~ \` ' / '' u� \ � / ' ) \/ \ / ' y \ / -�p y^/ -- '�`` ' ` \ / '. ~ ' _�_ ` �` \ \ \/ � ~� ____________ \ \ � / � -- // -�i ---- \ `�`� / -\ ~� ' /^ - -~'- �� ~- -~ ' / ,' ~~ --_ J �� � - ''/' / / / ' ~~ /,~'__ ~ _��~ ' ' - /� / / ' � '- ~ _ � � �� �/ �' ��-�~__ �- --- --T /r/ / / / � �- �^`�-�3 / �~ � -- � /��-- \ ` - ------ -\\\�\ \ / �,'� // // ~�^~ ' ^~/'^ //� ���� ~,'' � �---- -- -- - ---------�� ------- \ \ �--`!--� --���l6 ^ ~-��\\\> \ \ ` / /, / ~-- ~~'~__` �/ ^ � / �~ / ' ''~ '~' -~~ ' /�_ �� / ^-- 7�� 7�O �-' 17+�O , 7�5 �� K����~ �����| 8~KK������_� ��������� �|�J �[)N3UO|NGEN{�|N[�R3 L4MC��APE�R{�H�E�TS LANOPLANN�RD 80�EASTH|<�H3TREET CH/\RL{�TTGSV|LLE V�.�29O2 t434'97�'752� h434'977'll94 vo**�mumaecomon.00m � �����BC� r - NO. 7783 �~�x +_� ^ ,_` . �_' �=� ,~� r . . � -- �� ~ ^ r~�~ �'� �� �� �� - _ � � �� �+ ��> � . ` ' ��� �� 1A + 1A + �O + �1 + �� + �� + �^1 + �� + ��� + �� + �A + ��l + �O + ��1 + �� + �� + �� + - _- 1Y \G-u\ardra-iI-s sh. II "be--rn t_atIed--a-t -I-o-cation-s- bf��,o�G4aus" n,o'ed such-as,-_b.rl-, e-s _large-e-a7 aIfs; Ia-ra[f`eI;' v�ra"ter-, h-aza.rds eto__;'-an'd~11'fs _w-herd"rec°ommendd, ,e _ _ F-5 _-during ^fi�Ict-•ins`pectfon_,- _(p.e..r_S-e..c-Ion=A--3'Tra f'ic �,q -- _ _.. _ - - __ ____.__._. _. - / Barrier ln_sfalLat'iar1� Cater]18,.._Pa_e-A_43'n-__/ .DU2-T-5�;._ _9 4 De s t.gn 11 ?.�R o d- - 81- - AI1\ di tc-hes to- be constructed 1'._. deep wI-th '3'�1- QQ. side `slopes,, unless-_ otherwise ---indicated. - _ _.. - SH j` 4� 2 - _-r 9 / TEXAS T 6 `GUARD x , ' •Q. SEE VD `.,- REA�q TA !� 01 i ! !I ! / -2 rn� WITH_ 0 6 fi CING--r' — — --- — ,! - STA 36+ Q 22 .T. 36+gip;, r lI i j i i 1 \ t_-- `-'2, QJ LIE, Z. -,rt { x Ye I c r:\ s S r ' $ r r �.,..11 -.:.`! ..... ... ..-• "`.`. ..w• iTYY;YYY WYy`F`W`r'Y' --ku - M; l ` 1 t I t - 4= BRIDGE CF 51! i 24'SPAN x% 4111SE i' SETAi�jO' DUE TO VARIATION 1N BEDROCK DEPTH, T'�MBE C�NTRAC OR', MUST /COORDINATE ' i - -- \ \ \ -�` SEE D GUgRD�f 4,VITH TECHNICAL ENGINEER \ ETAI� D O TO DE p Aa (VIE FOTING EPTHS \STAI\35t81 \HEET 31 i/ I I / S T,\ T36+5Q 1'Q 6 2� \xA' \,\ \ \ \ \ \ 1 1 ol"o - - \ S -6\- \ \ \ \ 'SEE` VDp'F\ OETA fI. METp,I \ BG�-01 \ \ \ \ \ l/VI1Hi WOQp\ FACING ` i \S`Tq 36+ \ FACING`, `�?\TO\ 36+\50\ \ \ \ t Scale 1"=50' Contour Interval=2' , ° ,; ; ; , County Fair Lane Sta. 35+00 to 39+91.23 830 825 820 815 810 805 800 c 795 790 785 780 775 770 765 IR NI OI GU til lei rl T(-- � -'-- N CVI r �'! co "1 N N O co C I � co 1 � 0) � I I I I I I I ►, ( i I f I , I � j I I 58,16' V.C. i z BRIDGE CF- SEE DETAIL 'C' I K = 5 J Lr SHEET DP-8 DUE TO VARIATION CONTRACTOR IN BEDROCK MUST COORDINATE DEPTH, I I EXISTING u- l WITH GEOT�CHNICAL TO DETERMINE ENGINEER FOOTING DEPTHS J GFIADE i O I rn I I I 215.50' V.C. K = 15 r 0.04% I M I I I W Wco ; I i O o----- ; --- ----- ------ -- f ------ --r ----- — - _ — - -- - - LO iM PROPOSEp GRADE ( j I r I r i I I .✓ ► ZI u- r co ~ r f!� CV rn N I O I > I— W W L0 O I O O I _ LL i '- LL a: '' i N ( ' NJ d'_J 1 O O C'7 35 + 36 + 37 + 38 + 0 39 + 40 830 825 820 815 810 805 800 795 790 785 780 775 770 765 NOTES: Guardrails shall be installed at locations of obvious need such as bridges, large end walls, parallel water hazards, etc., and fills where recommended during field inspection. (per Section A-3 Traffic Barrier Installation Criteria, page A-43 in VDOT Road Design Manual, Vol. 1) All ditches to be constructed 1' deep with 3:1 side slopes unless otherwise indicated. McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. ,ROBERT B. MCKEE� NO, 7783 Ow- S- ONAL V;�,Y Z N C7 � co C� CZ P4 co C6 v cn r4 44 �ct w U Revisions: 1.01/15/05: County Comments 2.02/14/07: County Comments 3.05/14/07: Contractor Updates 4.08/16/07: Final Submission Scale: H:1" = 50' V:1" = 5' Date: 12-18-06 Project No.: d511 Designed: WS, AF, RA, NB Checked: ER, RBM --_. - - - 4 , I . - _ -.. -- / -." _ \ - \ ``� - - _ _-- -- .. - •""`- 11 - { l �''' , , -- `+ `.... -. -. '\ - _... 9 \ •b , , I \ 11. ,! _ _ _ _ _ \ _.. _ _ - \ / I \ i �` ' / / / :J '\ \\' __ ...,.. --.. _- ,�,,,, w.,..0 .._-. I 'mow. 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P - �� - 1� . / " , 1_/ I 11 - I I * - / \ 1`1 __ -.- - _ ' / % ' __ -�-....:..:1. \ - / / s / Y, N_O-TES : ,' /, / �u drails "sh II be insfalled - - , . 1. �, ,\ ____-__ __, _. _ . .. .\ '+,, \ \ _` \ -% ` ,.y y.. \ `\ \, \ \ \ \. 4 -� \ ''•y \ ` S `` \ \ �\ % / / ./ ram'' `_ / ^L. d ,j ` '' ! - _ -- a3� ,-ice' �_ - �� / �_ ,— _- �w "'�' "". �....._--........ ''. _ - _ - / W` _ // _. , ,� ! , -.�_ - '_ '.... , \ _ _ _ � I at ,16catiQns ,of obvious, / / / / i /�, ^ j u e d wal s ara� el 1 \ need s c 'd es tar 'en I i 9 P water hazard etc an i� re r comrrlendlzd ,° -\ � -'- _ \ q \ \ - - \ \ \ ." \ �d.� �.,I.t 1 j 1 / I - - - _� _ _- - \` _ \. '�'. � wring field insp ction. (per Section - - TYr�� _. _ \ _W_ \ \ _ _ -, .\ :� :' , `j w r 1 _ _ __ / -- ___` Barrier 11 Install do a; page A-43 i.n VD�T/ _ -� a` a -Eriteri - _w_ _ e '•\ - _ -„_ \ \ _" ___ --' -- `"^ \ \ '- , ,: , `"- ,- '\ \. _- '`. \, ! ! r ^a \ 1� , __ ..". , ,t �_, \ , ! / , , x /I r ,✓ / / / i ��B Road--.Desti ri f / , - .g �' IV1. n u a\I , V o I , 1) _., __ ._ --' - \ % \ - - . - - \ ._ - � " 11, \� _ T �, I. \ - \ -_ \, ,,- / / , , `'•: __ / I ! s' ,- / ' � i �°' // ; / '' /� ` ' ; ;' ,/ •/ ; III ditches to be con tr._ucted, 1 deep wish 3,1 ,! ` ,�... Ide s es . , p unless ~oth�rwise�y'rndicat-ed, -- - \ _ \ -- q 11 _ ` \ - w7�\ 11 _. _ q "<• _ • � ,, \ / \ I � a o �i / ,/ // / t •i.Scale / t 5 Con r I `r tow rite val 2' ..-. _. \ '\ \ \ \ '.\ \_. . _. _._, .__ _.- - _ _. __. __ _ __ -- -- - - -' - �, ` \ -- ----- - - - " •\. "*\\ �, - '' . ,.\ '� -% �� �'�,\� ,_ 4\ \\. 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(n N N I t � (n C F) I I 1+ 1 C'7 0 N I N C'7 I d- ( N + 1-t ((+(�j�• OO } +�+ (1) t~ + 0j �t V) + + + 1 c0 R- CO + r� ('7�, +I��o._N O 780 _N O _1—_O ___ __� r �____- P ____ ___L_-__� �__-_- _-_______-_ __ ____�. _____ -__ __ _L_-__ �__-� __L__-__-_�? �� __--�____ 1—___--_ __-_ �' __ _ ___-- ____-�-_ -___ _ ______--___ -_____.- _____-____ r _-1 _. _____ ___ r �__-___' _�_ �' -__ `° __° ___!_ �- ---___ ` _ _� -�' r 780 0 + 1 + 2 + 3 + 4 + 5 + 6 + 7 + 8 + 9 + 10 + 11 + 12 + 13 + 14 + 15 + 16 + 17 + McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Canon and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field d Sport Concepts, Ltd. $NLTH 0, L -ROBERT B. MCKEE' NO. 7783 �pO - `'�s �, S I 0 NAL Revisions: 1.01/15/05: County Comments 2.02/14/07: County Comments 3.05/14/07: Contractor Updates 4.08/16/07: Final Submission Scale: H:1" = 50' V: 1" =10' Date: 12-18-06 Project No.: 0511 Designed: WS, AF, RA, NB Checked: ER, RBM CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 910 900 I 880 870 860 850 890 830 820 810 800 790 840 780 I\ / \ ) i \ I ` / I I ! 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All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. �0 W.I8p,� �� `�� . '. �F`OIMPT B.~MOKEE' NO. 7783 5 4 ��: 9 r�+�� ,_` ^ ct . 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All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. TH OF ROBERT B. MCKEE� N0. 7783 �iy�`r`sIONAL Revisions: J. 01 1 05: County 5 / / Com ments is ry ! 12. 02/14/07: County Comments 3.05/14/07: Contractor Updates 4.08/16/07: Final Submission Scale: H:1" = 50' V:1" =10' Date: 12-18-06 Project No.: 0511 Designed: WS, AF, RA, NB Checked: ER, RBM Sheet No.: ..1.<.,- , . kI II II I 1' �.. " " � i\ ,I� ,; II '.1!I." I ,I ' II �iI I--" XIii� I- !1 �!� liI 1� -; ,i,11i �%I ,�\ I t I �,1�ti1I i �'. �� :.V; . 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These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. -ROBERT 8.NOKEE' NO. 7783 VIPs 61��ige 4 9 44 �_-��� . 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All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be re roduced chan ed r co ie in n p g ,o p d a y form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. 4 I LTHoAG �,� UROBERT B. MCKEE� NO, 7783 �10 w� � ���SIONAL ��1 Revisions: 1.01/15/05: County Comments 2.02/14/07: Cotmty Comments 3.05/14/07: Contractor Updates 4.08/16/07: Final Submission Scale: H:1" = 30' V:1" =10' Date: 12-18-06 Project No.: 0511 Designed: WS, AF, RA, NB Checked: ER, RBM I ✓' 1 1 1,1131 f ! '// i Si / ; �O _ LJ/3 /6 X 0. C/i LL co shaI,'b'e'Ins alI'd d; a.t Ieca�ians,'6f�06W6u.S' rye�d" i /ra r 'y � I" 'a s ; tS�' i d•g e s , ,g e; ` e f1 d / w;a` I I &,'f p-a'r W re l ,' ter;' ' z,a�r•ds;;et'c}., 'an'd� . 'i(IS/ he(efre'cprrtmend-ed / i/ i i `\ rif.i'"'�d- ns''e'c ion. er •S ctlon- f�-3- �Traff.id d t �r , �rr�`lq(, I.n°fa'IGaX-Fong C,riteri,;'p'ag.ly A- 43;'in,'VCOTi a'�`;'Dy,�iign' JVIarp-aI Vo.1 1) \ ,A'I 1' id i`t e he ' t.e 'b c q n`s tx-u c t ed 1 ,d`e,e'0 iw i t f1 ,3:1 i r d / r \ \ syc}'e' slopes/ dnles� othe�rwi e,: indicate 920 910 900 890 c 880 o 820 + CID O LO 00 IN 100 V? Cl) - ? in CND ao W �� (O �� r� 00 00 co CID I� 1 00 100 I i I II I I , ` I ( I I i — ----- ------ — — 1-------- C ------ -----I I —_ -- — — -- I --- — —'-- — — — I i I i !2 3.23' V.C. 73,58' V,C. i61 D=39' K = 7 SSD = 1 9' K 7i I i 237.67' V,C.I I I ( ( -0,02% 1 00 CID K = 17 i +3.lQg% I -- -0.02% I ice/ I I I I I / I LU ----I----' rr I ----- ---__ _ _ _------ i __---_---- - --- _- - ------ -- I — — --- o = U i LO N v lnr_I ) 1 �_ W l _ W pj o t'7 i 0 0) L6 O o CND c 0 C') O o CID Co 00 Co a O O O f� O N L0 CIDNco CV N I ----1---C = CD Ch CT). --1-------� a Co "11 -I �I a P ! N 00 'd• ! -- ----�--J--- o- �- (D O d• C4 ----- a a N N 00 r, ---- ------ l _-------- --� 83 + 84 + 85 + 86 u • 950 E-•1 i Scale 1"=50' Contour Interval=2' , I � � � t}�,t; � ' • � I � ; �' ! � , I � �, i ►mot , t t ,• t -y .i — � � � i99i�i! � � l t � , �! ,t t ' :t � i j j ', i � li\i i '' , I li, 1� j� `, •,. ' �'! ILI J � 1 1 , ,I �!�tl�-+t 4 i � �; i �, i i 1 � 1 i ` � j I ! � 1 ,;.`.` , '1 � \ \ '! \•, `, \ i J a}�j:# � `•, �` '� � ' i i � � ', t 1 � ! i I ,i a 1 't a 1 1 •t`--_��`'t ``• � \� � _`' •'' it �,+ '1 , , <t 1 i , i ( i '�' i { t l I i 1 4 t ` `i ,_ ` \ ` A ! � t i t l l � � •'t } ` `t , ! I I ' ' r i ' i i � j •1 1 I`y � � j i O$ "\ \ \ \ � `� r Y r � ` a a t y' � l• •� 4 t 1� ti ! i 1 1 '': i 1 '. ,1 i, i � \ I\ O� \ W N t \ X r \—Il VTSTA.4\ 5N 8)7�\, Ot '8 8'01' 9 \ 58.�9�L.F; 30 RCP-to,81/°` \ \ 1 \ \ 2` ,INV N,727 4 N V OUT' 72817 \ E 4' S. E' DEJAIo=^ B HE DP I \ \ \ NOTES: I, ,o + '- - - -- - �Guardrails shall be installed at locations of obvious •; ; ql (! �, ` - need such as bridges, large end walls, parallel O ; S DARD RIVATE SUBDIVISI , STRI=ET ENTRANCE o ;`'\ 3%1 water hazards, etc,, and fills where recommended during field inspection. (per Section A-3 Traffic I; Q ; CULVER TF 0 - _ .� Barrier Installation Criteria, page A-43 in VDOT ` / 30.8;7 L.F. 18' 1 RCP 1% +, 11; V IN 721,25; I(uVV 0 7` W. \ 1} SEE DETIAL I .\sH i _4 '�- -- - _-_ Road Design Manual, Vol :"/ �(± i ;•, / i All ditches to be constructed 1 deep with 3:1 side slopes unless otherwise indicated. 8 a / t „ , , ,,,, , �� � _ __ _.. - - � � =50 Contour Interval=2 r . � �014- 0 Scale 1 - �J _ Tom Forest Lane + + __ .. ® o f e to t 7 2.7 es a S 0 00 0 790 770 760 0 750 w J J W C3 740 0 730 w Z Iz w Z w U O O O + O , dj o rn (y p i o. ral N00 ni 00 (nl I M1 h - -ni MI hi I, o d I`I (v� � 1 1`I I vl to, 1`r! r-1 I W! h, 0 h- ti I �I C0I r. i ( rn 0 n Cn1 tii i _rn OI c0i I SSD 139'` I K 7 I I 1 I t t + i j l I I r + I I � � —f--------- 1 i i I I , I---- 1 i t ► ! 1 , r I l 1 I i I 161,43' V.C. K 17 I i ! ! Proposed centerline of , I I II Tom Forest Lane should I I match the existing I cross slope from centerline of Edge Valley Road to Sta, 0+10.( Tom Forest Lane 0 of ! t/ I } 14.27' V.C, 38.89' K = 17 K= 5 III I ui A ° 1 1I 1 i + I I +2. 1 50 o� N a co i^ ;2 i u I w l00 U I> IF- C)r; �I Ia la _ C) I`_�_ 0rN a CIDO 0 aco O I O h N +N O ON n �ICV A " " tN L- _ _1 -_---- -.___--- _- --___. ---------`-------.�CI _- 710 0 + 1 + 2 + 3 + 4 + 5 + 6 + 7 + i 790 770 760 750 730 720 710 8 cKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 vill'W keecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. - NLTH OF ROBERT B. MCKEE� NO. 7783 .duo 4, sSIONAL 4 i Q j w 00 4-J + Cd ® U C� W • P-1 Pill Revisions: 1.01/15/05: County Comments 12.02/14/07: County Comments �3.05/14/07: Contractor Updates 4.08/16/07: Final Submission Scale: H:1" = 50' V:1" =10' Date: 12-18-06 Project No.: 0511 Designed: WS, AF, RA, NB Checked: ER, RBM Sheet No.: .., ; : / 't / / / , i / / ;' .r'" ! _. p l .>.." ...... \_. -__ --_ -' -` / / % J . / ' / :.' / / / !' , / /. % ..,w - __ __._ .._ _- _-- ___ ___ ___ / / , / J ___ _ "� J / i� : / / _ /• j i J %% i / i O/ i- _ - CC_ - - - __. _- .-_ r' / / / r , " / ! , r, - r-' - _ _.. •\` / __- / , /, °� / , % / /" .- _ - �" / %� % ' J ' i /' / % - - / / /- r / J /' - _ �� \�� % " / /' / i /` / / / / '/ / t t ; I 1 i f \ t I t ° \ i I t ! I 1 { , I I . \ \ S q 1 't _ _- / / I1. 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These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field I Sport Concepts, Ltd. TH OF , ROBERT B. MCKEE I? NO. 7783 � � U , , , \�qst Ov Cn U - Q 14 1 � U -<� :� (t I ;--i .9 *C) f", (t 04 SO9 rI � r-T-] �t:1 I it � C^1 pl..q &..q � � + ct (a) 0 V) -4-J . . U C) C) 0® - " W ;--i 5 - I F-1 P-i + U-) � � C=) ;z � " F-4 43 rr� U) -:� U) P-"04 Pg H P1.4 0 9 P-4 � P-4 1�21 <11 C) P4 I Revisions: 1 1. 01/15/05: County Comments 12. 02/14/07: County Comments �3. 05/14/07: Contractor Updates 4.08/16/07: Final Submission Scale: H: 1" = 50' V: 1" = 10' Date: 12-18-06 Project No.: 0511 Designed: WS, AF, RA, NB Checked: ER, RBM PRIME & TRIPLE SEAL 6.5" TYPE 1, #21A AGGREGATE BASE 3 U' K / VV _I 3' PRIVATE STREET SECTION - NO DITCH,..., FOR STREETS SERVING 3-5 LOTS GOODLING ROAD STA 0+00 TO 5+40 LILLY ROAD STA 1+60 TO 1+90 BALLYSHANNON LANE STA 0+30 TO 1+70 TOM PRESERVE LANE STA 10+00 TO 18+34 N.T.S. N Fq EP —PRIME AND TRIPLE SEAL —6.5" TYPE 1, #21A AGGREGATE BASE EP ES 222 % 4 % 1 3' PRIVATE STREET SECTION LEFT DITCH PD.08, FOR STREETS SERVING 3-5 LOTS N.T.S. GOODLING ROAD STA 5+40 TO STA 19+30 QUARTZ HILL LANE STA 4+00 TO STA 7+50 DERRY LANE STA 18+30 TO 28+50 BALLYSHANNON LANE STA 1+70 TO 6+38 STA 20+25 TO 29+28 TOM PRESERVE LANE STA 0+00 TO 3+47 WINSOME ORCHARD LANE STA 1+75 TO STA 4+25 51 __ CD —PRIME AND TRIPLE SEAL —6.5" TYPE 1, #21A AGGREGATE BASE EP ES 222 % 14 %� 13' PRIVATE STREET SECTION - LEFT TRAPEZOIDAL DITCH PD-081 FOR STREETS SERVING 3-5 LOTS N.T,S. BALLYSHANNON LANE STA 6+38 TO STA 9+15 PRIME AND TRIPLE SEAL 6.5" TYPE 1, SIZE #21A AGGREGATE BASE ES EP II 4%' 2% JV R/ YY 1 3' PRIVATE STREET SECTION - RIGHT DITCH PRIME AND TRIPLE SEAL 6.5" TYPE 1, #21A EXISTING AGGREGATE BASE AGROUND r EP EP E S I I ES `�i\�i\/i\b"N" 62' 6.5' 6.5' 2' 6' 30' R/W 1 3' PRIVATE STREET SECTION - DOUBLE DITCH PD•081 FOR STREETS SERVING 3-5 LOTS N.T.S. 29 FOR STREETS SERVING 3-5 LOTS N.T,S. LILLY ROAD QUARTZ HILL LANE STA 0+00 TO STA 4+00 STA 0+00 TO STA 1+60 STA 1+90 TO STA 3+30 DERRY LANE STA 28+50 TO STA 29+78 QUARTZ HILL LANE STA 7+50 TO STA 16+42 9AF IALY� P NA�OI l LANE BALLYSHANNON LANE STA 16+75 TO 20+25 STA 11+50 TO 16+75 TOM FOREST LANE TOM FOREST LANE STA 0+00 TO STA 0+70 STA 0+70 TO 4+75 STA 4+75 TO STA 7+55 WINSOME ORCHARD LANE TOM PRESERVE LANE STA 0+00 TO 1+75 STA 3+47 TO 10+00 STA 4+25 TO 7+00 WINSOME ORCHARD LANE STA 7+00 TO STA 13+30 PRIME & TRIPLE SEAL PRIME AND TRIPLE SEAL PRIME AND TRIPLE SEAL 6" TYPE 1, #21A PRIME AND TRIPLE SEAL 6.00" TYPE 1, #21A 6,00" TYPE 1, #21A PRIME AND TRIPLE SEAL AGGREGATE BASE 6" TYPE 1, #21A AGGREGATE BASE BASE AGGREGATE BASE AGGREGATE 6" TYPE 1, #21A AGGREGATE BASE 4" TYPE 1, SUB -BASE 3" TYPE 1, SUBBASE (MIN CBR 30) 5.00" TYPE 1, SUB -BASE 5.00" TYPE 1, SUB -BASE 4" TYPE 1, SUBBASE (MIN CBR 30) (MIN CBR 30) (MIN CBR = 30) (MIN CBR = 30) EXISTING < <? ES EP EP ES EP ES 2'.` ES EP EP ES �. �?. GROUND ES EP EP ES 2/ j I ti r EP EP I- I ° I ° 11 ES EP I Q I I I \ P i ° I I I ° i 2/° 2/ i 4%1 1 ° 2% 2% ' °' �� i ° 1 2% FIF__ ' °' �P / // ///\\ �qES ° I ° I 2% I N4%2%° 2 % 4 % i / v' 14 /° 4a ,e► 4 /° �---- 4 / ,� 4 /° —i. 4 / / \ -i' 4 /° 2 /° ° ° E S \ 4/// r P r `5` \ P'F �.r 3. / \\/�\\ \\ \ r 3` r 3' of N I Al A" IT /Al 1 2 8' 8' 2' 6' 2' 8' 8' 2' �`<<\;WL-,\\///�/// /,�i 8, 8' 2, 3, //��/// / 2, 8' 8' JOE -12 3 6' 2' 8' 8' 2' 6' 40' R/W 40' R/W 40' R/W 40' R/W 40' R/W F 16' PRIVATE STREET SECTION- NO DITCH PD-087 G 16' PRIVATE STREET SECTION - LEFT DITCH H 16' PRIVATE STREET SECTION- RIGHT DITCH ,1 16' PRIVATE STREET SECTION - RIGHT TRAPEZOIDAL DITCH K 16' PRIVATE STREET SECTION - DOUBLE DITCH PD•O81 PD-081 29 FOR STREETS SERVING 6+ LOTS N.T,S. 29 FOR STREETS SERVING 6+ LOTS N.T.S. 29 FOR STREETS SERVING 6+ LOTS N.T.S. 29 FOR STREETS SERVING 6+ LOTS N.T.S. 29 FOR STREETS SERVIING 6+ LOTS N.T.S. BUNDORAN FARM DRIVE BUNDORAN FARM DRIVE BUNDORAN FARM DRIVE COUNTY FAIR LANE BUNDORAN FARM DRIVE STA 51+50 TO 53+36 STA 41+00 TO 46+20 STA 9+52 TO 41+00 STA 0+00 TO STA 9+60 STA 0+00 TO 9+51 STA 50+00 TO 51+50 STA 54+23 TO 57+72 STA 46+19 TO 50+00 STA 57+72 TO 68+00 STA 53+36 TO 54+24 HIGHTOP DRIVE STA 72+00 TO 77+71 HIGHTOP STA 68+00 TO 72+00 STA 0+39 TO 2+16 CARPENTER ROAD STA 36+633 0 STA 38+10 STA 17+75 TO 21+00 CARPENTER ROAD STA 15+10 TO 19+45 OAD STA 25+75 TO 30+75 STA 2+25 TO 4+00 STA +25 STA 42+25 TO 43+80 STA 9+60 TO 14+25 COUNTY FAIR LANE CARPENTER R STA 44+70 TO 45+30 STA 21+25 TO 38+25 STA 9+77 TO 39+91 14+25 TO TO 2 STA 4+00 TO 9+60 5+1 STA 47+20 TO 49+00 STA 49+80 TO 50+20 STA 39+75 TO 54+10 STA 19+45 TO 21+25 STA 38+25 TO 39+75 STA 54+20 TO 54+50 HIGHTOP DRIVE STA 54+10 TO 55+10 STA 56+46 TO 59+70 HIGHTOP DRIVE STA 2+16 TO 16+50 STA 60+75 TO 62+00 STA 59+70 TO 60+75 STA 16+75 TO 17+75 STA 64+50 TO 68+25 STA 21+00 TO 25+75 STA 85+50 TO 86+40 STA 30+75 TO 36+13 STA 0+0 DRIVE 39 DERRY LANE STA 37+67 TO 42+25 STA 63+5 TO 0 4+ STA 4+00 TO 18+30 STA 43+80 TO 44+70 STA 63+52 TO 64+25 DERRY LANE STA 45+30 TO 47+20 STA 0+00 TO 4+00 STA 49+00 TO 49+80 STA 50+20 TO 54+20 STA 54+50 TO 56+46 STA 62+00 TO 63+20 SCOUT HILL LANE STA 64+40 TO 64+50 STA 0+00 TO 0+30 STA 68+25 TO 76+30 STA 77+20 TO 85+50 McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. o �$NLTH op tr CKEE" NO, 7783 o w� SSrONAL Revisions: 1.1.01/15/05: County Comments 2.02/14/07: County Comments 3.05/14/07: Contractor Updates 4.08/16/07: Final Submission Scale: N/A Date: 12-18-06 Project No.: 0511 Designed: AF, NB Checked: ER, RBM Sheet No.: 1! �J V, .... ..... . .. --- ---- ---- .7 A- 7, J - 7 ... .. ... ..... --SF SIGHT DIST NCE 7450, 'SEMENT qRANTEO 'T�`WDOT -71 :7- N 674 _SF�;IGHT DISTANCE EA�EMENT GRANTED TONDOT e .... .. .... N N; Intersection of Edge Valley Road and Derry Lane 500' Sight Distance V V' 674 SF SIGHT! DISTANCE ____2076 SF SIGHT bI`S_I`ANCE-- -EA -TO,V�OT -8EM T GRANTED TO VDOT __6R,A,NTED . .... .... .... .. ---- --- '1655 SF -SIGHT DISTANCE -RANTED TO�VDOT -EASEMENT ,G > Z 7. v S,J,A, CE yq ENSEMENT,- FED J 0 U 11 v: V 0 v. ----- - ----- v. N A V Intersecti on of Tom Preserve Lane, Tom Forest Lane, and Edge Valley Road 500" Sight Distance Intersection of Plank Road, Lilly Road, and Carpenter Drive 610' Sight Distance Notes 1. LANDOWNER WILL DEDICATE ALL NECESSARY LAND IN SHADED REGION TO VDOT AS A SIGHT DISTANCE EASEMENT IN ORDER TO MAINTAIN PROPER SIGHT DISTANCES AT PRIVATE ENTRANCES ONTO STATE ROADS, LANDOWNER IS TO CLEAR ANY TREES, SHRUBS, OR ANY OTHER OBJECT BEFORE ROADS CAN BE USED. NO GRADING IS REQUIRED TO OBTAIN NECESSARY SIGHT DISTANCE EXCEPT AT GOODLING ROAD LOOKING NORTH ALONG EDGE VALLEY RD. CONTRACTOR IS TO CONTACT ENGINEER AND OWNER PRIOR TO CLEARING AT THIS LOCATION TO DISCUSS GRADING INSTRUCTIONS. .. ... . ...... -- ----- --- -- . . .... .... . ....... . . . ... ..... . .. - 71. C 0 0 2792 ',SF SIGHT DISTANCE E _ASEMENT,-GRANTED TO VDOT E'QUIRED,-, ARING WILL BE' R (CLE "ESTABLISH SITE LINES) E-. E, L .. . . ...... LZ, .... ...... J ------------ V SIGH`_I`-_Dl:�TANCE- EAS MENT. GRAN-TED-- T-0---VDO,.T IJ % F < IN J Intersection of Edge Valley Road and Bundoran Farm Drive 500' Sight Distance NOTE: SIGHT DISTANCE 100' BASED I REDUCED, AVERAGE D&ILY TRAFFIC F SILO HILL',DRIVE ANQ,PORTION OS -HILL'DRIVE,,. SERVIM 3-5 ILOTS, OF 00,UT x 0 f V i�i P ih nc N X f lit Intersection of Derry Lane and Ballyshannon Lane 200" Sight Distance .7 -- ---- 7 z1 77 5760-SR -SIGRT_-DISTA0E _'WEMEN`[—GRANTED TO V qb T\ e -(GRADING' WILL., BE ---REQUIRED TO-EGTABLISH-- VERTICA�. 5jGHT 'I, I E)- E -D 2792 SF SIGHT DISTANCE (CLEAR] 32 Wi L BE REQUIRED T A-.,- -At_,_� TO ESTABLISH SITE LINES) t it" 86\SF�;St '�'T DISTANCE EA EMEM., GRANTED, TO- VDQT 0 J Y :�-7 0 V N V 'y Intersection of Edge Valley Road and Goodling Drive 500" Sight Distance 7 .. .. ...... .. z K R 0' A A �17 7 V G 01 P 77= 1_; Interseclion of Plank Road and Hightop Drive 610" Sight Distance L" -A N `-K A 0 D N, f ...................... J V N I" r Intersection of Plank Road and County Fair Lane 610" Sight Distance Soale V=100' Contour Interval=2' 0 100 200 400 I McKEECARSON I CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. Revisions: 1. 01/15/05: County Comments 2.02/14/07: County Comments 3. 05/14/07: Contractor Updates 4.08/16/07: Final Submission Scale: N/A Date: 12-18-06 Project No.: 0511 Designed: WS Checked: ER, RBM FS-heet No.: 30 Of 76] _ a1 - \ Y 7_ _ _ _ . ��� i °�-t -- % '-- - % 1:- \ \ w4 - e -` I - d. _ �:- _- - - - \ - .A , > F- _ r / "a _ �. t �- r, — _ - - k ^ - - -- _ w s w - _ ' M �, j - .....r.+.�...- •.I := \ to' - - ---Pr-�t `" - \ \ I :' \`'i, r. _- - \ �' - _ _ 1'1t _ I t-t. - _ 1, , .11 i k 1 'L _ r ` `�. ii 9 a "t• _ ( yj .".` ! -. __ ,-. - -- _ .\ �. \' �''l--Y-; y \, 1 1 i 1 1 1 1 I'• I : I, I / -� , do -.� r. - r �fi'�". _- `'� �\ q . - _ -=�� \'-; L-. i 1 1 i i ! I 1 i ! ' ' I ! J 1 - S - -.7 1 - .�-, I !, 1r 1 ,. '. _ \ 5 i i• ✓' - I J } J a� { i I "`\ ` _ " "- > L f�� - — - - - - -\ '� J :>==>`�1-1 `� A i 1 l i , I I ((I/ ' Ili 1111�1 , , - -- , 1< _ \ - // 1 / ` \ \ <. -- ._._. 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POST CONNECTION PLAN 5/8" DIAMETER GALVANIZED MACHINE BOLTS (TYP,) 3"x3:'x1/4"x9" GALVANIZED ANGLE IRON (TYP.) 5/8" DIAMETER GALVANIZED CARRIAGE BOLTS (TYP.) 5/8" DIAMETER GALVANIZED CARRIAGE BOLTS (TYP.) 4"x10"x12' ACQ TREATED RAIL (TYP.) 6"x8"x5'-9" ACQ TREATED POST (TYP.) cR"x5'-q" Ann TREATED POST (TYP.) \ ,10"x12' ACQ TREATED RAIL (TYP.) 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I 1 1 / ( ! f -- _ 1 I 1 I li'lli}Il i}I.IiiIIIIIIIIII ( I11 1 / /// //I 1I1 / // ! // / / ' r/ / /'' -- - ---'"µ..�.79' \ _ - 1 I ' I ir111liii, !Iiililllll111 ,, \ �.,11 ' II / (11I I ! I ! / !/ . // / i' / / / ; / / / 11- '� \ \ / - I 'I';,'/;.111111111 I(l,;}II11\t1;`\ 1!'I/ III if I., I / / - /i _ - '\ I f1�,r /l,tllilll!IiI ;IIfi1`L\ If•/,{ `!l{I IIl1)I(I1I/ i I ; / .'I /'/ / /' 1 r r/ �- / `�\ \ \ 1 _1 /j rl .i ,_1I, ! i 1 ':*. I !�: . i,,! ! I { 1 t / i �/ ,/ r / _ - _ \ \ Intersection of Edge Valley Road and Winsome Orchard Lane 500' Sight Distance 6"x8"x5'-9" ACQ TREATED POST 4"x10"x12' ACQ TREATED RAIL 5/8" DIAMETER GALVANIZED BOLTS 111-1-11 Ill ",CQ TREATED POST ;Q TREATED RAIL^ r r-,^^ VLMV/11VIZCu t11VllLC IrSVII =R GALVANIZED DLTS (TYP.) POST CONNECTION ELEVATION POST CONNECTION ELEVATION NOTES: 1) ALL CONNECTION MATERIAL TO BE GALVANIZED STEEL. GUARDRAIL DETAIL 2) ALL LUMBER TO BE GRADE #1, ACO TREATED TIMBER. THE POSTS SHALL BE A .40 GRADE OF ACQ AS THEY WILL BE IN CONTACT WITH THE GROUND, THE RAILINGS SHALL BE AT LEAST A .25 GRADE OF ACQ. PLAN VIEW w a I �O 1 R=25' MINIMUM I EE a� PIPE CULVERTS I I IF NECESSARY 1 30' 1 SEE NOTE 7 1 24' 1 DITCH X- MINIMUM 25' OR R/W/ LINE (WHICH EVER IS FARTHER) ----....--..... !..._....-_.... x SHOULDER EDGE VALLEY ROAD — — 12' 40' 12' 5' 15' 11 2 0' 11 VARIABLE SLOPE 2X (16% MAXIMUM) 20a t I Min . k=5 Ep Min. 4 o I P PC z/-''D.°I� PC k=5 CULVERT- SEE PLAN (� ) tk 0-1-4— VIEW FOR LOCATION (PROVIDE 9" OF COVER) DOWNHILL PROFILE UPHILL PROFILE NOTES I. ALL ENTRANCE GRADES SHALL START BACK OF THE SHOULDER LINE, IF DRAINAGE IS NECESSARY, THE DITCH LINE MAY BE MOVED BACK TO PROVIDE AT LEAST 9" OF COVER OVER PIPE. 2. ENTRANCE SHALL BE PAVED TO A MINIMUM WIDTH OF 24'. 3. ENTRANCE GRADES ARE TO BE SMOOTHLY TIED INTO THE ROADWAY BY ROUNDING AS NECESSARY. 4. MINIMUM RADIUS TO BE 25', INCREASED RADIUS MAY BE REQUIRED BY LOCAL ORDINANCE, RESIDENT OR DISTRICT TRAFFIC ENGINEER. 5. GRADE WITHIN FIRST 40' OF INTERSECTION SHALL NOT EXCEED 4%. 6. SEE PROFILE SHEETS FOR THE REMAINDER OF THE GRADING. 7. ALL PAVEMENT ON PRIVATE ROADS WITHIN VDOT ROW TO USE SECTION FOUND IN DETAIL G/31. REMAINDER OF PAVEMENT FOR PRIVATE ROADS TO USE CORRESPONDING PAVEMENT SECTION IN DETAIL ON SHEET R-29, a STANDARD PRIVATE SUBDIVISION STREET ENTRANCE '�31J PLAN AND PROFILE N.T,S. PLAN VIEW � Q. N.T.S. R=25' MINIMUM I Fr a� I 1 PIPE CULVERTS I I IF NECESSARY 1 30' ,- X = MINIMUM 25' OR R/W/ LINE 1 24' 1 (WHICH EVER IS FARTHER) DITCH TAPER LANE 12' WIDTH WITH 12:1 TAPER RATIO ....--...' x SEE NOTE 7 SHOULDER `' 100, PLANK ROAD — — CL 12' 4 0' 1. 12' 5' 1 15' 2 0' VARIABLE SLOPE 2� (16% MAXIMUM) 20 I I Min. k=5 I EP Min. 4/ I EP PC 2%---a°I- PC k=5 CULVERT- SEE PLAN rL ) �- VIEW FOR LOCATION (PROVIDE 9" OF COVER) DOWNHILL PROFILE UPHILL PROFILE NOTES 1. ALL ENTRANCE GRADES SHALL START BACK OF THE SHOULDER LINE. IF DRAINAGE IS NECESSARY, THE DITCH LINE MAY BE MOVED BACK TO PROVIDE AT LEAST 9" OF COVER OVER PIPE. 2. ENTRANCE SHALL BE PAVED TO A MINIMUM WIDTH OF 24'. 3. ENTRANCE GRADES ARE TO BE SMOOTHLY TIED INTO THE ROADWAY BY ROUNDING AS NECESSARY. 4. MINIMUM RADIUS TO BE 25', INCREASED RADIUS MAY BE REQUIRED BY LOCAL ORDINANCE, RESIDENT OR DISTRICT TRAFFIC ENGINEER. 5. GRADE WITHIN FIRST 40' OF INTERSECTION SHALL NOT EXCEED 4%. 6. SEE PROFILE SHEETS FOR THE REMAINDER OF THE GRADING. 7. PAVEMENT IN TAPER LANES AND ALL PAVEMENT ON PRIVATE ROADS WITHIN VDOT ROW TO USE SECTION FOUND IN DETAIL G/31. REMAINDER OF PAVEMENT FOR PRIVATE ROADS TO USE CORRESPONDING PAVEMENT SECTION IN DETAIL ON SHEET R-29. a) STANDARD PRIVATE SUBDIVISION STREET ENTRANCE PLAN AND PROFILE N.T.S. r 01 RAKE JOINT 1/2" -3/4" TO ACHIEVE A "DRY -LAID" APPEARANCE 8" CMU; GROUT EVERY OTHER SOLID #5 'L' BAR U 24" C/C W/V-6" HORIZ. LEG FILTER FABRIC; LAP 6"-8" #57 STONE 6" DIA. PERFORATED HDPE DRAIN PIPE #4 BARS Ild 24" C/C Scale V=100' Contour Interval=2' 0 100 200 400 = 1. LANDOWNER WILL DEDICATE ALL NECESSARY LAND IN SHADED REGION TO VDOT AS A SIGHT DISTANCE EASEMENT IN ORDER TO MAINTAIN PROPER SIGHT DISTANCES AT PRIVATE ENTRANCES ONTO STATE ROADS. LANDOWNER IS TO CLEAR ANY TREES, SHRUBS, OR ANY OTHER OBJECT BEFORE ROADS CAN BE USED. NO GRADING IS REQUIRED TO OBTAIN NECESSARY SIGHT DISTANCE EXCEPT AT GOODLING ROAD LOOKING NORTH ALONG EDGE VALLEY RD. CONTRACTOR IS TO CONTACT ENGINEER AND OWNER PRIOR TO CLEARING AT THIS LOCATION TO DISCUSS GRADING INSTRUCTIONS, .. 0 ..._-0 ...-0 . CENTERLINE OF DITCH TOP OF DITCH EDGE OF US WATERS CENTERLINE OF STREAM PLAN VIEW � � 8'-0" .1 (3) #4 BARS CONTINUOUS _ _ _ ,TOP OF DITCH ------_-- BOTTOM OF SWALE 2 %-► 11 COMPACTED SUBGRADE GEOSYNTHETIC LINER `� — �// STONE SLABS \ �-,/ CENTERLINE OF STREAM GIs // U.S. JURISDICATIONAL WATERS I I, I 1 I I SECTION VIEW HD-020 SECTION N.T.S. 7.5" 18" , 7.5" 1/2" EXPANSION 11, . .. . JOINT BOTH SIDES. - d 7 . .. . V '. Q -. ll0', o o ..a••. ... D'-° p o �O� Q :- v 3,000 P.S.I. o0°o . ° � ADJACENT Oo 00 :... �o °O CONCRETE; PAVING =II = , ,... . a..:. ° REINFORCEMENT AS VARIES;=II(1�=111811=a''' ... �.o,.. a -� D''°..'....,' I� =1 _ — NEEDED '' ;� II III1. II"Ill ; o ' a . D• Q —II II I —1111i mil 111- LO 111(1—llil► I,�,, _IIIIIIIIII-11111=11111=111111111111 NOTES: 111= ,111111--...,,-- 1. SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR APPROVAL OF ALTERNATIVE TRENCH DRAIN FRAMES AND COVERS. 2. SLOPE TRENCH DRAIN BOTTOM AT 1% MIN. TO OUTLET. PROVIDE 8" MIN, HORIZONTAL D.I.P. OUTLET PIPE AT 3% MIN. SLOPE AND CONNECT TO DROP INLET. � TRENCH DRAIN OD-014 OLD CASTLE N.T.S. NOTES: 1. CONTRACTOR IS NOT TO GRADE WITHIN EXISTING CHANNEL BANKS. RIPRAP STABILIZATION WILL BE PLACED BY HAND FROM WITHIN BANKS. 2. LANDSCAPE ARCHITECT/ENGINEER TO APPROVE ROCK SAMPLE BEFORE CONTRACTOR IS TO ORDER FROM QUARRY, 3. PRIOR TO CONSTRUCTION, CONTACT ENGINEER OR LANDSCAPE ARCHITECT TO DISCUSS CONSTRUCTION PROCEDURES. � RIP RAP CHANNEL OUTLET I DD-057 PLAN AND SECTION 2" ASPHALT CONCRETE (SM-9.5A, D) �oo 0 00 o0 o- 00 6" CLEANWASHED 21B STONE �° o o - oo ° C \\\`\C� NOTE: %*I\Q',O�\, 1. THIS PAVEMENT SECTION TO BE USED ON Ca ALL TAPER LANES ALONG PLANK ROAD AND ON ALL PRIVATE ROADS 10FT PAST THE VDOT ROW LINE. TAPER LANE PAVEMENT SECTION FOR ALL NEW PAVEMENT IN VDOT RIGHT OF WAY N.T.S. ■1® McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE A 2290 2 V t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other rights in these draw' I property g s Ings. All Ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. ���ALTH Op NO. 7783 61O w� Z,P�!(0A5 NL Cn U 4 �: U0 r-I 9 -) F-4 W ct V -� s7-4 U � Q' H LJ �� ., C-6 cl;� CT� rT'l•� E -1 � _.1.1 r.� �: 9 -F--i1 . � M 9 C) V W ® ,- - v Cn � q v .� �� � U 4 FLl tz � = Cn t� 0 Revisions: 11.01/15/05: County Comments 2.02/14/07: County Comments 3.05/14/07: Contractor Updates 4.08/16/07: Final. Submission Scale: 1" =100' Date: 12-18-06 Project No.: 0511 Designed: WS Checked: ER, REIM Sheet No.: 31 Of 76 McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS INTRODUCTION: There are a total of 41 culverts on the Bundoran Farm site. All culverts were sized so that the headwater due to the 10 year storm would be greater than the elevation at the roadway shoulder or 1.5 times the diameter of the culvert plus the INV IN of the culvert, whichever is less. This can be expressed as: HW10yr < MIN (Elevshoutder,(1.5*dia+INV IN)) In addition, all culverts were sized such that the headwater for the 100 year would not overtop any road: HWrooyr < Elevationroadway The cover between the elevation of the shoulder and top of culvert, on the upstream side, is in all cases greater than 9", and in almost all cases greater than 1 ft. METHODOLOGY: Drainage areas for culverts were delineated based on the runoff that each culvert would receive, including from existing drainage channels, uphill sheet flow and any roadside ditches that may divert water to these cross drains (See attached map of drainage areas for culverts). Runoff was calculated using different hydrologic methods depending upon the size of the drainage area. For drainage areas less than 20 acres, the Rational method was used. For drainage areas greater than 20 acres, but less than 200 acres, the average of the Anderson and the rational methods were used. For drainage areas greater than 200 acres, the Anderson method was used. The Albemarle County Design Standard Manual and VDOT Drainage manual, chapter 8 were used for guidance. See Table below for a summary. Drainage Area Size Ii drolo is method D.A. < 20 Acres Rational Method 20 acres < D.A. < 200acres Avg. of Rational and Anderson Methods D.A. >200 acres Anderson Method 1 able: l-lycirologrc methods used dependent upon Drainage Area (D.A.) size For each culvert, 4 cross section locations along the stream or drainage channel centerline were identified. The first was located upstream of the culvert, in most cases approximately 25ft upstream. However, this distance varied for each culvert depending on the nature of the channel in each case. The second cross section was located immediately in front of the culvert entrance, while the third was located immediately after the culvert exit. The fourth cross section was located downstream of the culvert, in most cases 25ft downstream. However, again this distance varies depending on each situation. The distances for the up and downstream cross sections are given in the attached printouts and can be identified with the profile of culvert and water levels that has been provided for each culvert. With each of the four cross sections dimensioned, runoff calculated and shoulder elevation determined, HEC-RAS was used to determine the 2, 10 and 100 year water levels. The output yields the elevation of these 3 water levels at the entrance to the culvert (cross section), upstream of the culvert, through the culvert and downstream of the culvert (profile) and downstream of the culvert in the channel (cross section). All of this information is provided in the attachments for each culvert. In addition, the tailwater depth and velocity for each cross section downstream of the culverts are provided; these have been entered directly into the Outlet Protection spreadsheet, the County's Table 11 (see attached). The culverts are organized by road and have been labeled with a convention that uses the road name, i.e. a culvert along Ballyshannon Lane is called SHCV1. All culverts are labeled on the plan and a summary provided in the County spreadsheet, Table 10 (see attached). c Carpenter Bundoran Farm Dr. County Fair Hightop Derry Ballyshannon Torn Forest Tom Preserve Winsome Orchard Goodling Rd Lilly Road Table 11: Outlet Protection Design Table (ref. Va. Erosion and Sediment Control Handbook, spec. 3.18) OUTLET PROTECTION DESIGN * apron assumed to be on level grount Outlet Hydraulics Apron O m o E E > z _T 0 � o E E � 2 ro 3 N c c Q N :° 3 - a T oo N C N N N c0 U NU � �_ O N C N o. o12 6. o, 0 F- 0 � j remarks CPCVO 2.5 13.35 0.75 3.5 10' 1 Class Al CPCv1 2.5 17.00 0.90 3.90 10, Class Al CPCV2 2.5 21.50 1.70 4.10 12' Class Al CPCV3 1.25 3.00 0.60 3.14 10, Class Al CPCV4 3.5 29.00 2.00 5.66 12' Class Al CPCV6 2-2.5 24.35 1.10 4.25 20' Class Al CPCV7 1.5 5.30 0.95 3.96 10, Class Al BF7 3.5 22.8 1.5 6.22 30' Class Al BF6 2 11.7 0.6 3;80 10, Class Al BF5 4 49.1 1.75 3.15 10, Class Al BF4 1.5 2.94 0.75 3.48 10, Class Al BF3 2 11.6 0.8 3.60 10, Class Al BF2 2 8.2 0.6 3.14 10, Class Al BF1 2 8.91 0.7 2.57 10' Class Al CF4 2.5 17 1.0 4.56 10, Class Al CF3 2 12.6 1.3 2.96 10, Class Al CF2 2.5 16.1 1.4 3.55 10' Class Al CF1 2.5 16.7 1:2 4.28 10, Class Al CFO 2.5 13.4 1.2 4.25 10' Class Al HTCV1 2-2.5 23.7 1.1 4.28 20' Class Al HTCV2 1.25 2.65 0.7 2.88 8' Class Al HTCV3 1.6 6.1 0.8 3.96 10, Class Al HTCV4 2.5 15.6 1.1 4.28 10, Class Al HTCV5 4.5 39.75 1.6 5.39 10, Class Al HTCV7 1.5 6.4 0.8 3.72 10, Class Al HTCV10 2.5 17.5 0.2 2.65 10' Class Al HTCV11 1.5 5.34 0.5 3.22 10' ' Class Al SCCV3 1.5 5.46 0.4 2.58 10' Class Al SCCV2 1.5 6.18 0.8 3.59 10' Class Al SHCV1 2 10.32 0.7 3.13 12, Class Al SCHV2 2 8.43 0.6 3.29 10, Class Al SHCV4 2.5 19 1.1 4.22 10, Class Al TFCV1 2.5 16.6 1.2 4.77 10, Class Al TFCVO 1.5 3.6 1 2.6 8' Class Al TPCV1 1.25 2.16 0.5 2.9 10' Class Al TPCVO 1.25 1.76 0.25 1.91 10, Class Al WSCV1 1.5 5.4 0.75 3.55 10, Class Al GDCVI 1 1.25 2.53 1.4 2.49 10' Class Al LICV1 1 1.25 2.24 0.35 1.44 10' Class Al Table 10: Culvert Design Table , lesser of 1.5(culvert height) or (max elev. - invert in) Culvert Q. in Hydrology Culvert in O @ in O a N E Z tU 'O N NFn d E- O � c w � a�i X `o 'D 00 N = N y 0 m N 0 Hydrologic Method w^N- 30 �` N v O O Z o 30 oT O d N 3 a N f N _ N � ro '30 0 � f >` O _ w ' N t O 0 O = Q U F 2 C 30 �• N N E rr Carpenter 0+36.64 CPCVO 30" 793.50 793.00 45.87 1.09% 797.00 797.00 13.33 Rational 13.35 17.66 23.31 794.70 794.90 796.00 3.49 4+26.45 CPCV1 30" 801.25 800.50 71.05 1.06% 804.75 804.75 16.20 Rational 17.10 22.60 29.70 802.60 803.75 804.30 3.90 25+99.61 CPCV2 30" 783.00 778.50 85.12 5.29% 788.00 786.75 18.66 Rational 21.50 28.20 36.90 785.20 785.90 786.40 4.10 28+94.63 CPCV3 15" 783.50 782.50 32.54 3.07% 788.00 785.38 2.39 Rational 3.00 3.90 1 5.10 781.45 781.50 781.60 3.14 32+70.41 CPCV4 42" 788.50 787.50 68.82 1.45% 795.00 793.75 29.11 Anderson and Rational 29.00 49.60 97.85 790.20 791.80 794.90 5.66 avg of Anderson and Rational 36+85.01 CPCV6 2 - 30" 806.50 803.50 40.29 7.45% 811.00 810.251 23.50 Anderson and Rational 24.35 41.85 82.85 807.70 808.10 810.90 4.25 avg of Anderson and Rational 37+72.59 CPCV7 18" 817.00 811.00 50.47 11.89% 820.30 819.25 4.61 Rational 5.30 7.00 9.20 817.90 818.00 819.00 3.96 Bundoran Farm 76+40.38 BF7 42" 742.00 741.00 40.38 2.48% 748.00 747.25 23.13 Anderson and Rational 22.80 39.00 76.75 743.50 744.00 746.75 6.22 avg of Anderson and Rational 72+33.58 BF6 24" 761.75 759.00 33.10 8.31% 765.75 764.75 9.83 Rational 11.70 15.40 20.10 763.00 764.00 764.60 3.80 52+24.69 BF5 48" 754.00 750.00 58.49 1 6.84% 767.50 761.00 53.69 Anderson and Rational 49.08 82.40 159.00 757.00 759.00 764.00 3.15 avg of Anderson and Rational 50+51.62 BF4 18" 763.75 755.75 61.57 12.99% 770.00 766.00 2.29 Rational 2.94 3.86 5.05 764.40 764.50 764.60 3.48 32+95.82 BF3 24" 754.00 753.00 31.71 3.15% 757.60 757.00 10.37 Rational 11.60 15.30 20.12 755.20 756.20 756.90 3.60 29+65.91 BF2 24" 744.70 744.00 28.19 2.48% 748.00 747.70 8.21 Rational 8.20 10.90 14.40 745.70 745.90 746.80 1 3.14 23+91.61 BF1 24" 745.00 743.50 29.61 5.07% 748.60 748.00 8.71 Rational 8.91 11.81 15.62 746.00 746.20 747.20 2.57 County Fair Ln. 30+92.02 CF4 30" 766.25 765.00 31.96 3.91 % 770.00 770.00 15.17 Rational 17.00 22.30 29.23 767.60 768.60 769.30 4.56 20+79.20 CF3 24" 731.25 731.00 33.64 0.74% 735.00 734.25 12.82 Rational 12.60 16.70 22.10 733.10 733.60 734.50 2.96 18+31.75 CF2 30" 733.50 733.00 35.64 1.40% 737.50 737.25 14.46 Rational 16.10 21.20 27.80 734.90 735.80 736.40 3.55 11+08.19 CF1 30" 710.25 709.75 38.34 1.30% 715.20 714.00 16.27 Rational 16.70 22.00 29.00 711.60 712.60 713.30 4.28 0+08.53 CFO 30" 685.75 685.25 49.87 1.00% 690.10 689.50 13.38 Rational 13.40 17.70 23.40 687.00 687.20 688.30 4.25 Hightop Dr. 6+98.30 HTCV1 2 - 30" 807.67 804.00 56.17 6.53% 812.80 811.75 24.86 Anderson and Rational 23.71 40.65 80.19 808.80 809.20 811.90 4.28 avg of Anderson and Rational 17+07.33 HTCV2 15" 840.96 839.50 30.25 4.83% 844.74 842.84 2.36 Rational 2.65 3.47 4.55 841.60 841.70 842.30 2.88 30+96.99 HTCV3 18" 825.00 821.00 42.50 9.41 % 829.70 827.251 5.50 Rational 6.10 8.00 10.50 826.00 826.70 827.30 3.96 36+25.70 HTCV4 30" 831.00 830.10 43.51 2.07% 835.50 834.75 13.90 Rational 15.60 20.50 26.90 832.30 833.30 833.80 4.28 44+19.41 HTCV5 54" 848.50 847.00 33.43 4.49% 855.30 855.30 41.58 Anderson and Rational 39.75 66.70 129.05 850.80 851.40 854.40 5.39 avg of Anderson and Rational 53+35.05 HTCV7 18" 870.25 867.00 35.81 9.08% 873.70 872.50 5.54 Rational 6.40 8.40 10.98 871.20 872.10 872.70 3.72 sum of DA HTCV6+HTCV7; HTCV6 is contribution to ditch carried to HTCV7 83+29.88 HTCV10 30" 860.75 857.50 47.40 6.86% 865.20 864.50 16.22 Rational 17.50 23.10 30.30 862.20 862.40 863.80 2.65 33+05.16 HTCV11 18" 822.25 822.00 28.36 0.88% 825.75 824.75 4.89 Rational 5.34 7.00 9.20 823.80 824.10 824.60 3.22 Derry Lane 18+13.95 SCCV3 18" 775.30 774.00 52.32 2.48% 777.80 777.60 4.46 Rational 5.46 7.17 9.40 776.20 776.90 777.40 2.58 11+35.61 SCCV2 18" 762.75 762.50 27.83 0.90% 766.00 765.00 5.65 Rational 6.18 8.17 10.75 764.20 764.60 765.20 3.59 Ballyshannon Lane 0+97.07 SHCV1 24" 772.17 768.17 61.64 6.49% 776.00 775.17 8.80 Rational 10.32 13.60 17.90 773.30 774.20 774.75 3.13 5+07.34 SHCV2 24" 761.82 760.83 34.29 2.89% 766.10 764.82 7.32 Rational 8.43 11.07 14.50 762.80 763.00 764.00 3.29 14+87.95 SHCV4 30" 789.00 787.00 45.59 4.39% 792.90 792.75 16.75 Rational 19.00 24.90 32.70 790.50 791.70 792.40 4.22 Tom Forest Lane 1+71.02 TFCV1 30" 727.42 725.17 58.99 3.81% 731.00 731.00 17.30 Rational 16.59 22.09 29.36 728.80 729.80 730.50 4.77 0+24.66 TFCVO 18" 721.25 721.00 30.87 0.81% 724.00 723.50 1.06 Rational 3.60 4.71 6.16 722.40 722.46 722.75 2.60 TPCV1 contributes Tom Preserve Lane 7+63.62 TPCV1 15" 766.25 762.00 33.69 12.62% 770.00 768.13 1.68 Rational 2.16 2.82 3.69 766.84 766.92 767.03 2.90 0+20.32 TPCVO 15" 724.25 723.75 35.71 1.40% 734.00 726.13 1.12 Rational 1.76 2.28 2.98 724.80 724.85 724.94 1.91 Lilly Road 1+13.02 LICV1 15" 791.00 790.50 27.02 1.85% 793.70 792.88 1.47 Rational 2.24 2.94 3.86 791.60 791.70 792.20 1.44 Goodling 16+54.14 GDCV1 15" 707.86 705.50 1 36.31 6.50% 710.00 709.74 2.04 Rational 2.53 3.30 4.32 708.50 708.60 709.10 2.49 Winsome 0+30.82 WOCV1 18" 713.00 1 712.75 1 29.12 0.86% 1 716.00 1 715.251 4.40 1 Rational 5.40 7.08 9.27 714.35 714.64 715.10 3.55 Table 9: Ditch Design Table DITCH DESIGN (Bundoran Farm Drive) n = 0.05 for VDOT EC-2 where V<4fps n = 0.05 for rip -rap n = 0.03 for bare earth (V<2fps) or EC-3 Type A if V=4-7fps Ditch Hydrology Ditch y 0 O v m ro E ro `� o rn c ro ❑ $ c g c Q 2 o .E m 0 0 1° V! E U o E aoi _ >` N aNi c `> O _ N 3 o N (V 3 "_ o O r, .Xi a) o a U) v O CL ° o N s -o 3 E 0 O N is c a � O rn c E - 0 ,� O o (n 0 c c O y ° j N ti O y Q) E E Bundoran Farm Drive (0+ 00 TO 8+00) Right Side 6.50 0.35 2.275 2.275 1 12.38 3.80 4.90 8.65 11.15 3.0 1 3.0 1 0.0 0.0217 ECB/EC3 1 0.050 1 2.70 1 1.2 With Min Slope 6.50 0.35 2.275 2.275 12.38 3.80 4.90 8.65 11.15 3.0 1 3.0 1 0.0 10.12401 ECB/EC3 1 0.050 1 5.30 1 0.9 1 With Max Slope Bundoran Farm Drive (0+ 00 TO 8+00) Left Side 4.60 1 0.35 1 1.610 1.610 12.38 3.80 4.90 6.12 7.89 3.0 1 3.0 1 0.0 10.02171 ECB 1 0.050 1 2.50 1 1.0 1 With Min Slope 4.60 1 0.35 1 1.610 1.610 12.38 3.80 4.90 6.12 7.89 3.0 1 3.0 1 0.0 10.12401 EC3 1 0.050 1 4.80 1 0.7 1 With Max Slope Bundoran Farm Drive (8+ 00 TO 12+00) Right Side 1.20 0.35 0.420 0.420 5.00 5.20 6.70 2.18 2.81 3.0 1 3.0 1 0.0 10.00201 ECB 1 0.050 1 0.30 1 1.5 1 With Min Slope 1.20 0.35 0.420 0.420 5.00 5.20 6.70 2.18 2.81 3.0 1 3.0 1 0.0 10.37801 ECB 1 0.050 1 2.40 1 0.7 1 With Max Slope Bundoran Farm Drive(8+ 00 TO 9+50) Left Side 0.20 0.35 1 0.070 1 0.070 5.00 5.20 6.70 0.36 0.47 3.0 1 3.0 1 0.0 10.00041 ECB 1 0.050 1 0.30 1 0.8 1 With Min Slope 0.20 0.35 1 0.070 1 0.070 5.00 5.20 6.70 0.36 0.47 3.0 1 3.0 1 0.0 10.37801 ECB 1 0.050 1 1.60 1 0.4 1 With Max Slope Bundoran Farm Drive (12+ 00 TO 18+00) Right Side 0.20 0.35 1 0.070 0.070 1 5.00 5.20 6.70 0.36 0.47 3.0 1 3.0 1 0.0 10.00101 ECB 1 0.050 1 0.40 1 0.7 1 With Min Slope 0.20 0.35 .1 0.070 0.070 1 5.00 5.20 6.70 0.36 0.47 3.0 1 3.0 1 0.0 10.05001 ECB 1 0.050 1 1.70 1 0.3 1 With Max Slope Bundoran Farm Drive (18+ 00 TO 23+8) Right Side 3.98 0.35 1.393 1 1.393 14.40 3.50 1 4.60 4.88 6.41 3.0 1 3.0 1 0.0 10.02401 ECB 1 0.050 1 2.50 1 0.9 1 With Min Slope 3.98 0.35 1.393 1 1.393 14.40 3.50 1 4.60 4.88 6.41 3.0 1 3.0 1 0.0 10.08001 ECB 1 0.050 1 3.80 1 0.7 1 With Max Slope Bundoran Farm Drive (23+ 80 TO 27+00) Right Side 0.78 1 0.35 0.273 1 0.273 11.55 3.90 5.10 1.06 1.39 3.0 3.0 0.0 0.0200 ECB 0.050 1.60 0.6 With Min Slope 0.78 0.35 0.273 0.273 11.55 3.90 5.10 1.06 1 1.39 3.0 1 3.0 1 0.0 10.05601 ECB 1 0.050 1 2.60 1 0.5 1 With Max Slope Bundoran Farm Drive (27+ 00 TO 29+800) Right Side 1.00 0.35 0.350 1 0.350 11.59 1 3.90 5.10 1.37 1 1.79 3.0 1 3.0 1 0.0 10.02001 ECB 1 0.050 1 1.70 1 0.6 1 With Min Slope 1.00 0.35 1 0.350 1 0.350 11.59 1 3.90 5.10 1.37 1.79 3.0 1 3.0 1 0.0 10.08801 ECB 1 0.050 1 2.80 1 0.5 1 With Max Slope Bundoran Farm Drive (29+ 80 TO 31+35) Right Side 1.00 0.35 0.350 0.350 11.59 3.90 5.10 1.37 1.79 3.0 3.0 0.0 0.0270 ECB 0.050 1.90 0.6 One Slope Bundoran Farm Drive (31+ 35 TO 32+25) Right Side 0.20 10.35 1 0.070 1 0.070 5.00 5.20 6.70 0.36 1 0.47 3.0 1 3.0 1 0.0 10.02701 ECB 1 0.050 1 1.30 1 0.4 1 One Slope Bundoran Farm Drive (32+ 25 TO 33+00) Right Side 0.20 1 0.35 1 0.070 1 0.070 13.55 5.20 6.70 0.36 1 0.47 1 3.0 1 3.0 1 0.0 10.02701 ECB 1 0.050 1 1.30 1 0.4 1 One Slope Bundoran Farm Drive (33+ 00 TO 43+40) Right Side 3.15 0.35 1.103 1.103 13.55 3.60 4.80 3.97 1 5.29 3.0 1 3.0 1 0.0 10.01401 ECB 1 0.050 1 1.90 1 1.0 1 With Min Slope 3.15 0.35 1 1.103 1 1.103 13.55 3.60 4.80 3.97 5.29 3.0 1 3.0 1 0.0 10.11001 ECB/EC3 1 0.050 1 4.20 1 0.7 1 With Max Slope Bundoran Farm Drive (43+ 40 TO 50+50) Left Side 0.84 1 0.35 1 0.294 1 0.294 11.76 3.80 5.00 1 1.12 1.47 3.0 1 3.0 1 0.0 10.06001 ECB 1 0.050 1 2.40 1 0.5 1 With Min Slope 0.84 1 0.35 1 0.294 1 0.294 11.76 3.80 5.00 1.12 1.47 3.0 1 3.0 1 0.0 10.16001 ECB 1 0.050 1 3.60 1 0.4 1 With Max Slope Bundoran Farm Drive (51+00 TO 52+20) Left Side 0.20 1 0.35 1 0.070 1 0.070 5.00 5.20 6.70 0.36 0.47 3.0 1 3.0 1 0.0 10.0020F ECB 0.050 1 0.50 1 0.6 One Slope Bundoran Farm Drive (52+ 20 TO 63+50) Left Side 1.70 1 0.35 1 0.595 0.595 11.24 1 3.90 5.10 1 2.32 3.03 3.0 1 3.0 1 0.0 10.00641 ECB 1 0.050 1 1.20 1 0.9 1 With Min Slope 1.70 1 0.35 1 0.595 0.595 11.24 3.90 5.10 1 2.32 3.03 3.0 1 3.0 1 0.0 10.16001 ECB/EC3 1 0.050 1 4.10 1 0.5 1 With Max Slope Bundoran Farm Drive (63+ 50 TO 72+50) Left Side O 78 0.35 0.273 0.273 5.00 5.20 6.70 1.42 1.83 3.0 1 3.0 1 0.0 10.03401 ECB 0.050 1 2.10 1 0.6 1 With Min Slope 0.78 1 0.35 0.273 0.273 5.00 5.20 6.70 1.42 1.83 3.0 1 3.0 1 0.0 10.16001 ECB 1 0.050 1 3.70 1 0.4 1 With Max Slope Bundoran Farm Drive (72+ 50 TO 73+00) Left Side 0.20 1 0.35 0.070 1 0.070 1 5.00 5.20 6.70 0.36 0.47 3.0 1 3.0 1 0.0 10.03401 ECB 1 0.050 1 1.50 1 0.4 1 One Slope Bundoran Farm Drive (73+ 00 TO 76+40) Left Side 1.14 0.35 0.399 0.399 11.59 3.90 5.10 1.56 2.03 3.0 3.0 1 0.0 0.0020 ECB 0.050 0.70 1 1.0 With Min Slope 1.14 0.35 0.399 0.399 11.59 3.90 5.10 1.56 2.03 3.0 1 3.0 1 0.0 0.09501 ECB 1 0.050 1 3.10 1 0.5 With Max Slope Bundoran Farm Drive (73+ 00 TO 77+70) Left Side 0.96 1 0.35 0.336 1 0.336 11.59 3.90 5.10 1.31 1.71 3.0 1 3.0 1 0.0 10.00201 ECB 1 0.050 1 0.70 1 0.9 With Min Slope 0.96 1 0.35 0.336 1 0.336 11.59 3.90 5.10 1.31 1.71 3.0 1 3.0 1 0.0 10.02801 ECB 1 0.050 1 1.90 1 0.6 1 With Max Slope Note: 1. The above table is an example of the methodology used to design roadside ditches on all proposed roads. 2. Road plans include: A) Typical cross sections of the roads including ditches B) Tables which define ditch sections and channel lining. 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. JROBERT B. MCKEE� NO. 7783 o w� A ssIoNAL V�6 Revisions: 1.01/15/05: County Comments j2.02/14/07: County Comments 3.05/14/07: Contractor Updates 4.08/16/07: Final Submission Scale: N/A Date: 12-18-06 Project No.: d511 Designed: WS, AF, RA, NB Checked: ER, RBM Sheet No.: 32 Of 76 z ' I 1 I I / / \\ ` \ '�1 I I1 I I I I // 1 1\ I 1 i I I I / ? // t i\ I 1 I I I ,/ I / ,/? I I! L-\� li tI ' I ! Z rJ / / / / / l 1 I I I / ? ?/� l \, ? / \\ / , 1 ? ? �/ v l / � // / / / ? / '/ / ` / ` / �, \/ ! \ / / / I ./ f / /I / I. I \ ,�, I X� / , /d / I,J\ "\/ \ /�/ / ///. 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F : r \ \ \ t \ \ _� ' \ _ \\\ \�� \ \\ 7 f �i \,ti Y1 'F \ -. - -_ - --- - -' � `\\ __ - - _ \ \ '\ 1 'O ,� C 5l �_ \ �� �fx Yf ------------------.-------------------�------ _ \\\ > Y �\ 11 �� _- A t R1� 1 ��, ��>s \ *_ Y: r §k 1 "�F dff - __ - __ __ '-- __ - .-. _._ .- - - .- __ - --- .- ...- _ __ `- _-- __ - - \ \ \ \ \ \\ \ 1LY ,,F yt \ \ \\ \ \ , \ \11 (__B�BUNDRAN FARM DRIVE: CULVERT BFCV2 PLAN _.___._ ___ /-_- - // // / / // // //' / // \\ \ _// / / / / / \ \ r // I \ \ .11, 11, 1-1 , I" "I -/---- ---I,--- __ -, / I X I / I /I 1\ \ 1-1 11 --------_ - --- -- •_, / // / / ,- /A / / \ \ \ // / 11 -, _/_ -11, - -.. _ / / ✓ / / / / / / / \ \ '_ -- / / / . - 11*-- -- ---- - '' / ' '� 11 // /' // // / � // / \ \ // // �- /' / / / // �/ / \ \ // / "I 11 *-/---------- I 11 11_ -1-11, _ _ ,,_,/"", ,'11 i __ I- " 11 , /I I / I ') I \ \ \ ,,/ /", I / ,//)) / /111 \1 \\\ / - - __ - _. / / / / / > / / I/ \ \ // // / 1 \\-_ .\ / - I ___ __ ___________ - // /1/ // I// // ,/ // \ \ // // // , _._., " 1, C'_",,',,\, il 'i .- - , _____, '/'--- Z11 113 `1z \ 1__ ,, -, - \ 1\ \ '-,.--, 1 / __ -1 , ,___ z z / I / ) I/ \ \\ -,I- 1I .1.1, - 1. z -1 __._1 z z ) I \ --- -1 z _,_____ \ " , I '_, - - , / Z -- --/- __ \ z A , \ 11 /I -- __ ,/ , z / / / / I - - -_ I .., // * /C 1, __ ___ /I / " 1-1 I / / \ \ \ \ \ \ \ ___-1 \ \\-'.\ , , "I\, \ I\ \ 1\ el v,, `, " \ \ \\\ ,",, ,`\ - _ __ / / ,,\ _ ___ -, - - - __ -,- - -- -__ - 11�/ / � / / / / /' _ � / /�\, \ _ / , - -, -1/ / I / / //// / 1, , .\\ --- % %,7 I'll /I X \\ \( �, \ , - \\ \ \ / / .,, / / / / \ - / ! / \\\\ \ \\ \ 1-,\ \ \ \ __ \ \ \ / / /y - .\ \ -_ --- - ___ __ __ -, 1-1 z / / / \ l - - __�- / //�� • ( / \ \\-, -_ -_J I\ , III, / .* \ I\ - I,., IN __ - _ - '_,� _ 11 / I /) \' \' "I / / / / \ \ \ - ` � 1"I � - \ \ \ \ \,' / - /--- / ) \ � 1- I / I / \ -= J \ \ \ \ _ / _--- --f - �_1 PRECAST 1 e'rEVy-(§C / / / B1� V6.3.75 \ \ / / - / TW` �6�\25 \ `\ ` \ \ `\ \ -�- // / /. [l--,�``..._ ®__ _ _ - __C.G9N-T RSIN/K' / I / !! // 'RECAST V OT �'W PY \ � \ �.•- �%- - 2"\ /' ! \ \ t / \ \ \ \ \ F / �\ - - -- --(S- - -- - / / / i c F \ { ! Imo\\ \ l \ \ \ ! _-\ 4- 1 r - __ / \\ 1' / / - / ;1 1: ,,':1�.;,.,. Z, .,----" - _ \ 2 - _ / / _ r < '- - e"° C . = - w \ / 6 7 < ,, ,'-Ii. B 7 .5 \ ... - .. . F :- • 0 �. . _ � W 60. 0 E Y 1 i \ \ / / s � i / l -/I o - / t ANKET OF/BROWNSTONE RIPR/AP / / D50/ 6" / BEGINNING WIDTH: 6' ? / / END WID/TH: 8' / ,/ THICKNESS OF APRON: 1.5' ! / ) NGTH OF BED: 10/ __ / / / / I. / / / / / / / / / ,' / / / I, PLAN NOTES 1. ALL PIPES AND CULVERTS PLACED IN STREAMS MUST BE COUNTERSUNK AT BOTH THE INLET AND OUTLET ENDS, UNLESS INDICATED OTHERWISE BY THE DEQ ON A CASE -BY -CASE BASIS. PIPES THAT ARE 24" OR LESS IN DIAMETER SHALL BE COUNTERSUNK 3" BELOW THE NATURAL STREAM BOTTOM. PIPES THAT ARE GREATER THAN 24" IN DIAMETER SHALL BE COUNTERSUNK 6" BELOW THE NATURAL STREAM BOTTOM, 2. WHEN A PIPE/CULVERT IS BEING REPLACED AND, DURING CONSTRUCTION, IT IS FOUND THAT THE STREAMBED/BANKS ARE ON BEDROCK, THEN THE CONTRACTOR MUST STOP WORK AND NOTIFY THE OWNER AND LANDSCAPE ARCHITECT. �_ _ \ - ' / C \ / ` - . --- / ! \ - _r-- _e 5 \ ��rQ -� // /! / l / % \ �\ t/s 1. !! /! _/ �~ _ BLANKET OF BROWf�TONE RIPRAP / / /8 //\\ �^ Y !. / D50; 12'� / �S/ •' _ �; � T6$ / \ / / t - V - _ g0 BINNING WIDT,�{{f-12' / / Sq ; �` \ / �\ �5$ ' ��/ END WIDTH: 12' / // / . / . I ' / ` ''• / THICKNESS OF ,APRON: 1.5' - - k 11- / \ \ \ LENGTH€ 11 I \r ! \\ ' /' // / �s / / /f 1 t \ \ / \�� PRECAST-VDOT EW/2PC / o -/ TW ;758.25\ `\ /",\ /% COUN/Ti=RSINK/ / T� o / � I BW 755.75\ \���I ' `\\\ // / // ro oo/ 1 Q\\ / ! PRECAST \ ; 1 l h\ \\ \ \ - - - EAODMENTAGFi /d, /' -. / / / v\ 7 / / #/ / VDOT ; ,I 1 \ \ \ / / / / oo/ / • I - / EW-1PC I 11 \ \ 1 \ \ ._ _ / . / o'I / o/ ; / ! %f �\ \ -- o / / ! / / / I I 1 \ \ \ \\ ` ' ---- f, / /o// / / > / •/ \/ / 1 O / / /[ / iJ� / / / ; / / t 1 / r - .-/ / // // / / / / / ! 1 " ! / / / / l / l l // '/ .._�/.�'-1/ // / / / / // r / / // / y \ / �z • DRIVE: I & SCALE V=20' SCALE V=20' / .11t` / //1 _, 1 -1 /I 'W /'� / _` /- .- - __/� - - - __ .- _ / Q' / / - Q // // X / / -, ' ' -- / .1-1' / - / N / 11 / " ---------------_-.---- t� ' 0 �,/ / / -.. - - / /'' / / cn / 1m / � /11 / "� / BLANKET OF BR0�7Vi�t�T��F RIPRAP - // -_ \ / DSO: 6" '''----_ / \. ' \ / ' ,BEGINNING WIDTH: 6' le /'' // � \ \ \\ / ' / / END WIDTH: 8' / _ - I \ / / THICKNESS OF APRON-, -f.5' -- // LENGTH OF BED: 10% -`-___ _-___1_- / PRECAST VD9Y EW-1PC // �' B W 753.00 T W 756.00 -_--� / ----- / / / ,.'' +" r ," IIJ, .r { s\ r t' 756 / - _�.- ..�__-_._. F f r r L t E Nk r' x _;it ... �.rn, .y, ?•, „.t..,. \: 7r., z, ,,..:„..,+ ,.., .. =;.,r�3 r., ,..... _, .� .., f:di�..p ._ . ,r... .,,. 1.. ...f.•.<zr ..... .., .,.. ..._ / - fit, r Q 4 . / \ _*----'- - - r fisr �-Fr: F '•.1 }L t t_ .,1 TW 757.00 f AL / h,�( h FZ A. I----''-." --.--_ '\ /u. ' irs 'x�„f ,#-. r� #r a I: / ``\ PRECAST VDOT EWAPC- �� f f // �j / I� /---- / "I-, / / ), / / / III I (C`-�,___ �- ---- / I/ I I/ I/ / -'\ I / � - r/�- r > � BUNDORAN FARM DRIVE: CULVERT BFCV3 PLAN - � -1/ / `( / - _- � ___-"---- ' "� - -- _ /i'' //// // _ / / _ _..., - / / �� / / _ _ ` / i / i ' / / / - // / - - ,Z:: - - � �_ - � � -1 ��_ "--"*' __ - - ___�' ____P1 '', .,/;, Z- - /ice/ - - --- 4 ..,. r I i r PRECAST VDOT EW PC _ ' - �� ' y _ _ _ / /� Y L t 3 'y ` __ i F _ / F .: / ` '.. / , \ \ / 1 ,', r ,, , � / / \ \ / / ti F / \ / 1, d ,4-";.-",� " _`.'�:,,�'. , ,,, - " ____ 1 BW 761.7v\ / - - s -� \ TW 764.75 \ 11 / �' / 7 - r_ t - - .t�1= Y' /rDOT EW 1PC :� / / , l BW 7 1\ R S 1 1 } / BLANKE OF BROWNSTO-WN RIPRAP / \ s' rl \ \ \ ,J \ `� ' / \ BEGINNING 1DTH� 6 `, /\ r` �� r / - - END _W1DTH:�B' -/ /' 8 �'` ` 'r THICKNESS.- APRON: 1.5' \ / ,'\ 1 \ LENGTH 0 BE6:, 10' /' / \< -, L_ \ 1, _ __� ,z .r ._ _\ ) X /// /f \ \\ C( _P� \ ) '/ r \ \ r\ / 1 I i 1 i //' X ti I 1 I I I \ \ ~�1 , r/ % I 11 I I I I I '1 // 2 �.. . ; 1 y I II I 11 II I \__/ C,/I I I I I 1 I I I ,__ � / `` I ` '� sY {/ I 1 I 4 I I I I / \\ �� / I 1 1\'\ \ (��/ 11 11 I 1 I I 11 tl 1 I / - ,: /I \ \ 1 I I I 1 I I 1-1 --, \ \ �( (�� F# \ V 1 I I I I I 1 A V A\ •� N.`Ik/ 1 �/ , \ \ 1 1 I I I I \ \ `b\ :, J4 II �l� 11 ! \ /Ii 1 ,II \ 1i, \ 1 \ /(� II1 I I I 1 k \I\ // I II1 1\III I 1 1 1\\ I i II i 1 � 1 I \ � BUNDORAN FARM DRIVE: CULVERT BFCV6 PLAN SCALE V=20' SCALE V=20' 0 -� ' f \ \ --, / ' / '\ \ \ / / / / �\ \ \ / \\ ` \ �� / / \ \ �\ \ -.- 2 / // \A \ \ \ \ � - /! \ \ \S\\ \\ \ 1 // \ \ \' \ ,\\. /, \ \ \ �/\ / \ \1-1 \ .rr 4 b, I- , ' / l / \ `\`\ ' /C \ .I \ ,/ i(I4/8� \ - / / PRECAST VDOT EW 2PC/ 4 \ \ \\ ,-, ��}'' /' COUNTERSINK / t; \.\ ��\ ' - /'/ / l 1_.� \, j` I '� r� :� /'// // /� le y /,r r \� l W 747. �14/ t r. / r -i�/`� / (.` I�� / // ` l 'fit \ /\o // '\ \ ' \ �- // ' 1-1 T / L / , f .� r i / Q. / / �c9 �a<... /,/ / F Q .f C� T r _ / r / 7 / ' - 7 r � `L / / JJ W1 7 / I� { t1 // `J A/ J / Y / / I / r r' , ` , /BLANKF-1` OF BROWNSTONE RI / D50,9„ BF/U'INNING WIDTH: * - _ /ELAND WIDTH: 14' / / THICKNESS OF APRON: 1.5' p /. j ti // �� / LENGTH OF BED: 210' // f ! "11 / X 11-11 �/ r // / / , / / / / 1/./ / / / / 11 / / 11 , / I-,� - / `- �/, �/ y r . // // �/ ! \ / .Y i C / ' / I I/ �/ X / I \ 1 % / ! ,z / \ I / b4 :/ i P tAP ' \` 1 11 I cv,T , i PREC STf, VD T �W-2PC I ( CIO UNJERSIN I \( l I( I /r 1. I Il ! 7 /l / ! I 1 I / / 1 / / // // /// / / ? T C / / / / // I I ? / ,' C Ii i l / / 1 i / ( l 7' , l1 III / I l I I / / l I l / I / / /It l I I 1} /C / / / / I / / / �(? l 11i ! t I I l l t I ! �/ , �BUNDORAN FARM DRIVE: CULVERT BFCV7 PLAN Scale 1"=20' SCALE 1"=20' Contour Interval=2' McKEECARSO CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. TH O,P `ROBERT B. MCKEE' NO. 7783 ". o . NI:�SIONAL e..1 Revisions: 1.01/15/05: County Comments l 2. 0214 07: County Comments / e -J 3.05/14/07: Contractor Updates 4.08/16/07: Final Submission Scale: 111=20' Date: 12-18-06 Project No.: 0511 Designed: BT,AF Checked: ER, RBM I Sheet No.: I I - I . - 11 � . 1. : . . I - I . I � �� � I 11 , ; 0 20 40 80 33 Of 76 . 1111 . . . . I i / , , I I `,�,�".t,_ , \ \ , I I L, , I I - \ \ \ I I I \ \ \\\ \ \ \1 \ I i � I / \ \ N \ \ � I \ I I / I � \ \ \ \\ I \ , � I / / 1 1 1 / / / \ \ \ \ \ \ \\\, \ \ \ I � I I I I / L / CULVERT SCC�3 / \ \ \ 20\' DRA\INGE \ I I I I I I / /I / \ \\. \ EA8�MEN \ \ � I / � I i / J \ \1 \ \ .��1,,,�,,;-.,f;VW',,',;i, 117,_1 , � .11 �iJ� . . .... � I I __ , 11�� '_� -\,\ � \ , \ / '� - � \\ 11, 11 _,l X I I / 4� "I IN tIDTH*: 8' (A_-�BALLYSHANNON LANE: CULVERT SHM SCALE 1^=20' LEN G-_T_� OF-BE-D-40, - - __ / _\ I \ 1\ \ \ . -,, ", ,� - - .- � - � P �1, '�, '�, 1� -, ___7_ ___�___. _- __ - - - __ , - - - - - ___ --- < i - A �11" 11� �, _', , �_. 1\ I, 1� -, __ -1. __ __ __ __ - __ - - - - __ __ __ --- - __ __ __ __ - - - __ --..-,. - __ -1 - - - z __ /---- \1 .- �, _,_ �, __ -, " ,� �� ,� �, - � - - - - -- -- _... -- -- - _ -- --- - - - -- - - - __ --- __ .-,- __ - _< -"//\ -_ _ -_ -1 �� "I �, - _ __ -_ _ - - - - - ���������� ��^ CULVERT �U KU ������~� ��������^� ����X��U��.������U����� � - _- \ - -/ - . � — — -..---- __________.____ ---.------ __ / / I \. \ \ N "I - __"_� " ,---I-- - __ "--''---- - __ __ "I / � � \ \ / / �� ,__ _ __ --- _. --- --- __ — — — --- — __ — — — — — / I ,� � I \ ,_ ---.-- ---.---- _ZZ___,___, -"---. - � 1. - ", / I I I __� ", " ___� -I----- - - - - - - - - - - ___ - __ - - --- --- - / / , " � / / , �___ __ �� / 1\ - ------- — __ - _.— ___.____� I � � 1\ / ------,--- ___ �v%�,, . �. 1, __�_ - - ___ ___ - - - - - __ -----------. ___---- �j � -,--.-- ,�-".',,.-,, � — _____1 — — __ __ __ --- __ __ --- -..-- - _/� , i�` , , - __J — - �,,-4'� " ,- __�_�_,, , ,_ �_ �_ __ -/--.-- / 1.11 1� �, _� � — __ - __ __ / — ___ I 1� �� � z z __ � _ / /"-- , / 1�..(_ / / -1 Y_ . I 1, I / ��( - /// // / 1,11-.11 / / ( C / , I �j�,,,��-,,,-�,,'��.,..,-,�,,��X�, / `��,_ *-,-_"",'6.-,!,-,�-�,, // , - ,"_�,- ��_, ��,L' , / "o .- I I ", — Y ��_�rl.. ;, [ .1 / I / rl /`/� / / — � .1 111 �% � ., I / / / \ \ , " � 4- ' , 1-1, 1" , , I /X ,�;. . � / � , �. c- -, " �. , 1. -.1 / / I / / \ I ,3,.,..`��,'-,,'.-I�_ f:-:c . . � � �;'k,',;�,,,�_�.,." 1;."; . , ,,� � � �� �,'�, ". I / / I I A� -, \ I I \ ,,'; ;,� , -.';��"'.,; ` / / \ 2; 5 Z5�. . I �-� �.t�.c��;�'! V I / // / � --�i?�'._'�,, " ��, \ /. I I - ,� � , 16 19 I /// /// -,\ 11 ,.." i!,�,..�," 1, � , , '. �, ,� / / I I k f ,", "' N, " I I I I I//, I I I , � I SCALE i"=20' ��������»�' ��^ CULVERT �8 UU ����K��� ���� ����U�����.������U��CV3 PLAN SCALE i"=20' PLAN NOTES 1, ALL PIPES AND CULVERTS PLACED IN STREAMS MUST BE COUNTERSUNK AT BOTH THE INLET AND OUTLET ENDS. UNLESS INDICATED OTHERWISE BY THE OEO ON A CASE -BY -CASE BAS|S, PIPES THAT ARE 24^ OR LESS IN DIAMETER SHALL BE COUNTERSUNK 3^ BELOW THE NATURAL STREAM BOTTOM. PIPES THAT ARE GREATER THAN 24^ IN DIAMETER SHALL BE COUNTERSUNK 5^ BELOW THE NATURAL STREAM B{)TT(}K4, 2. WHEN /\ PIPE/CULVERT IS BEING REPLACED AND, DURING CONSTRUCTION, IT IS FOUND THAT THE STREAMBEO/BANKS ARE ON BEDROCK, THEN THE CONTRACTOR MUST STOP WORK AND NOTIFY THE OWNER AND LANDSCAPE ARCHITECT. SCALE i"=20' ' -- \ / ` ' ' ~ ����� ��� / / / \ \ \ \ I , -- i I / / / / �� �_ ,�. .� " 1-1 � �, 11 11 I _� / \ \ \ I I / I / ,� -_ I � .�� I \ \1 WNW" I'DD T H: 8' I 1 �c"�,4�,�,,ci�. I" I I r ", �, " __---- I r\ -;;-,;Ir- ,',11� �� al -,-,.,.,-. I , / _____ -, , �, 4� � ( _�. - - - :�_:__!�__��__:_:,�_�_ ,_ ') I / / ,/ "I , " 7��� -_ -_ -- - - -- -- --- - - - - , 1_k_U_�,_ _,� i I / / SCALE i^`28' 1) — — __ __ — 1�1 __ - __ - ____ __ �_ -1 , __.� 1� .1� �, � ; —'1,,_�,_,_, ,_�__� — // � :0,';-,i,�,�,,'-:-.,,�-� _." 7Z--- __ __ — __ __ __ — — — — — — __ __ - le_� �__ — — "e/,��,,,�,,�� _� / I----- - ---...-- . '-�--.l �, "I __ __ __ __ Z , . "_ � - �t_ �_ BEGMING WIDTH: 6' //;1--7 - __ ___� - - --- - - - - __ __ __ __ . . - - __ __ - __ - __ __ __ - - SCALE 1^=20' Scale 1"=80' Contour |nLo/va|`3' 0 20 40 80 �� K��~�- �����] �~����������k '�-�F���\�~�� ^� CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARL[VTESY|LLE'YA22902 t434-979-7S22 f:434-977'll94 | vwvvvmokoeoomon.com | IMcKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, I designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. 9 1:0-4) U 4 ,E��=� g -�� I-�� r� �� r--4 �: ~ �� ' � ' I,_� r. �:) , 5 4.1 W 0 ��^ �_- �� -!� � ' _ Revisions: 1.01/15/05: County Comments 2.02/14/07:County Comments 3.05/14/07:Contractor Updates 4.O8/16/07:Final Submission Date: 12-18-06 Project No.: 0511 Designed: BT,AF Checked: ER, RBM McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS ' 1 + I I I+ rt BLANKET OF B /OW 7TONE �IP,�AP BEGI lPING WIDTH: 6' ! END W,1DrFH: 6' THI VK'NES 101`1 APRON: 1.5' I / / LEP GTM OF: ,BED: 8' /PRECA T VDOT/EW-1PC — - - - - - T*A 723.50 } ' L 3 (/ ✓ EM 721.00 1 } , --1 h 1 _ 1 r-M,••„ - t - PRE aS1T VDOT EW-1PC ` , LAI;dKET OF R/JWNS1'ONE/RIPRAP PLACE AS IjIC�WN ,ON DRAVyING I 1 / TOM FOREST LANE: CULVERT TFCVO PLAN �/ / J// J'- / BLANKETrO'F i BROWN,$T,OKJE RIPRAP% , / / / / �'�� / ✓ /C D50. 6" / r BECrANOG WIDTH:' 5' / / �✓' , / ✓ ENb WIDTH: 6' r, / THIGKNESS OF ARf. ON: 1.5' LENGTH,OF 'BED: 10- / r7 PR.ECAST VDOT,E�N -. FW 1 4 25- /'' � LBW/6 2, 0.0 PRECAST VDOT E W CPC / TW 768.50 / BW 76.6.25 71 TOM PRESERVE LANE: CULVERT TPCV1 PLAN SCALE 1"=20' �I r , z, ('7L)\\ \ /' BLANKET 0 -/BROWNSTONE RIPRAP\ BE ING WIDTH: R' ! D WIDTH: 8' \\ ! \ THICKNESS OF APRON: 1,5' �/ k , LENGTH OF BED: 10' / \TW `f PRECAST VDOT EW-1PC J } 00 BW 725.17 \ / r I / M r •ice - 'Y .--- - -� --� -- PRECAST V.DO7-EW-1PC- / T W-T3-1:2-5 .._- TOM FOREST LANE: CULVERT TFCV1 PLAN 0010 000 r / / ,P#ECAST VDOT EW-1PC— ` . 1 I / / ' .� PRECAST VpOT EW ,1PC / TW 712.75 TVG 715.50/ / / BW 715.25 B'W 713.GO / do �} t ` r?i ! /40'x6' .BLANKEY OF BRO \ I l ! ! D50=6/ / 000 EXISTING CULVERTP INV IN 712.47 rE3L,ANf<� OF 'BR.QWNSTONE RIPRAP 0 r: �` \ D50' 6" C I BEGINNtt\IG WIDTH: 6`- i I \ \� N, WIDTH: 8' THICKNESS OF Af RON: 1.5' 1 - LENGTH OF , ED: 10' } I 1 _ 1 WINSOME ORCHARD LANE: CULVERT WSCV1 PLAN NOTES 1. ALL PIPES AND CULVERTS PLACED IN STREAMS MUST BE COUNTERSUNK AT BOTH THE INLET AND OUTLET ENDS, UNLESS INDICATED OTHERWISE BY THE DEO ON A CASE -BY -CASE BASIS. PIPES THAT ARE 24" OR LESS IN DIAMETER SHALL BE COUNTERSUNK 3" BELOW THE NATURAL STREAM BOTTOM, PIPES THAT ARE GREATER THAN 24" IN DIAMETER SHALL BE COUNTERSUNK 6" BELOW THE NATURAL STREAM BOTTOM. 2. WHEN A PIPE/CULVERT IS BEING REPLACED AND, DURING CONSTRUCTION, IT IS FOUND THAT THE STREAMBED/BANKS ARE ON BEDROCK, THEN THE CONTRACTOR MUST STOP WORK AND NOTIFY THE OWNER AND LANDSCAPE ARCHITECT. SCALE 1"=20' I 1 I t ' CC��! `€ 1 NE RIPRZ PAC EAS SHOWN ONTDRAWI GAP!! ! EXTEND EXISTING/RCP CUL ERT TO WALL -AT EXISTING.SLOPE / 1 Q RETAINING BE USED ENDWALL E G WALL ti0' A S,E DETAIL C ON SHEET R-3 F T / r 1 F, r 4' 728.00� / /BW 726.00 DRAINAGE EASEMENT r INSTALL BRONSTONE_ V ' RIPRAP /tS SHOWN t -C ! rr/ ! Ic - — PLAN t I ! C St(rVDOT EVV-1PC l I ! ! 7 6.0 s I ! ! I 7 2 �4. 0 ! ` 1 I i �C '',U TEf�SINKI 1 ! I I \\ I I I I 1 I ! ! 1 4 ,1 I 1 I ' 1 s \ \ \ II I I I 1 � yam/• ( �� � i \� \\ t` !1 1 �I V I j•� \\\\'� 72� 7 i :,\ \ '. \ t. 1 � 1 I \\ �� 71 T a T 1 3 t \ \ \ \ \ \ 1 !t A k 1 1 1 ! ' 1 � L t Scale 1"=20' Contour Interval=2' 0 20 40 80 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. p ;A U ROBERT B. MCKEE NO, 7783 VU sSIONAL Y;�"� • V Revisions: ' 1.01/15/05: County Comments 2.02/14/07: County Comments 3.05/14/07: Contractor Updates 4.08/16/07: Final Submission Scale: H:1" = 20' Date: 12-18-06 Project No.: 0511 Designed: BT,AF Checked: ER, RBM Sheet No.: 35Of 76 ` BLANKET OF BRGWNSTONE,� RIP PLACE AS SHOWN 0-a-DRAWING In BLANKET OF BROWNSTONE RIP RAP BEGINNING WIDTH: 6' END WIDTH: 12' THICKNESS OF APRON: 1.5' LENGTH OF BED: 10' CARPENTER ROAD: CULVERT CPCVO SCALE 1^`20' 9. BEGINNING WIDTH: 5;' END WIDTH:,12: THICKNESS OF APROX-.-1.5 LENGTH OF PED: 10' IN CARPENTER ROAD: CULVERT CPCV3 PLAN SCALE 1^:20' ~ Z.—, __ - __ --- PRECAST E mp PRECAST .00 BLANKET OF EJRC5WNSTONE RIP RAP END WIDTH: 13, TH�eKNESS OF APRON, 15' GTH OF BED: 10' (__B_'� CARPENTER ROAD: CULVERT CPCV1 (� CARPENTER ROAD: CULVERT CPCV4 NOTES 1ALL PIPES AND CULVERTS PLACED IN STREAMS MUST BE COUNTERSUNK AT BOTH THE INLET AND OUTLET ENDS, UNLESS INDICATED OTHERWISE BY THE DEO ON /\ CASE -BY -CASE BASIS. PIPES THAT ARE 24^ OR LESS IN DIAMETER SHALL BE COUNTERSUNK 3^ BELOW THE NATURAL GTRE/\K4 BOTTOM. PIPES THAT ARE GREATER THAN 24^ IN DIAMETER SHALL BE COUNTERSUNK O^ BELOW THE NATURAL STREAM BOTTOM. 2. WHEN A PIPE/CULVERT IS BEING REPLACED AND, DURING CONSTRUCTION, IT IS FOUND THAT THE STREAMBED/B/\NKS ARE ON BEDROCK, THEN THE CONTRACTOR MUST STOP WORK AND NOTIFY THE OWNER AND LANDSCAPE ARCHITECT. SCALE i^`20' SCALE 1^`20' \ / / \ \ | \ / / / \ \ \ / COUNTERSINK / � y | ' � \ / \ | | \ \ | \ uEu/nm/mu vvm//t o END WIDTH: 15' APRON: 1�5' THICKNESS OF \ \ \ || LFNF/TH OF BED 12' � � / \ ' \ \ ` \ \ ` \ \ ` �~��������]������ �������~ CULVERT �U UU �������~ ���� / � \�����K�U������.������0��CV2 rr- 'IN NTER IN KT_ 81950 1.00 TW BLAN�ET OF BP PR CPUNTERSINK LENGTH OF BE6: 20' Aft CARPENTER ROAD: CULVERTS CPCV6 & CPCV7 SCALE 1^=20' SCALE 1"=20' Gna|n i^=20' Contour hxLmrvo|,2' M KEK_ RSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 3O1EAST HIGH STREET CHARLC/TT5SV|LLE.VA22902 t434-Y7Y'7522 f:434-977-ll94 | wwvvmokeeommon.00m � McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. -ROBERT B. MCKEE' NO. 7783 1Q1!-(01VAL FTIr� ~ U � Revisions: � 101/15/05 [oozmadu 2.02/14/07: County Comments 3.05/14/07: Contractor Updates~ 4`08/16/07Fbzu Submission Date: 12-18-06 Project No.: 0511 Designed: BTAF Sheet No.: 0 20 40 80 i �___V -� . / / / i \/ / I" / d / Io I- 1' /// /� ��// // / / / /e / / // /i/ // /�/f - _ i // / r / TI X t` y /_ // />/ / k r / 1/ < e m / / I/ / /k f : / tC / 4 /` // J /, / / ti - ^, x e tm / / � r / -\1 / / 01 / �, mi l / f:^:, r W fy x+.-BRA RIP RAP `-• 1m/ / / /- / / ti / - - D50: 6" '2 / //i' I-/ �"",/ � 11 './ - BEGINNING WIDTH:--6; ' `\/ / sue' / �t ' Ni"',n i4 ,�' = `� m END WIDTH: 6 1 I/ �.� "' , �' 4r 1'" T_AIF'QESS OF APRON: 1.5' f' \ / �, 1 / �'`, 4 r �S- �" /• NGJI OF BED: 8' - as \ ,.. _ I � ��.,'_ r " � �' ' 0 / _ _ PRECAST VDOT EW-1PC '- g\N751i__, ��,_ . . . . . . I , , -1 r�;" ' — �_ / r r / / s. i k. /��('� _ k / '.•-t , r i Y a, , ` 5. K o "O'('1 r - - - _ /� I / / I 1. _ - ,, �� , �i 8g3.21 / / d I OAt / / / F / / i'' PREG�ST VDOT EW-2PC / // -� z I'll \\\ 1 1 ` / / _ / ` / / / / \ 1 ` / _/ �_ / 1 \y \\ I � r 1 _/ ,_/ /. 1 w , / / \ \e\ e c / / / `---< \ / / / / / f`\ 1 $ a 1 ` _ / / / / .'I _ — / --- - __111 I-", "-\ .. I._\-�I\ I)I \ 14 Y.,'i',;i-,�m-&,-' \ \ f , Vt �'.., �_\ I ,_ ___ J / ./ II// /,/ /,/ / I/ / / / ��, �,\\\I .."g,.,-_..,�-,l,_a�,, .-?%,`N_1�_,1ki�El,1,6`Ii" '"'1,',, � I/I// / \ 1 r { r i R / / / / 11 .____. _\_11/1/1I1 Z1,1111"I \ '\ \ jM.x \ 1 / / / / / \ , �, / / / , \ \ i , d ""i / / / / \ \`\ 1 s r ' i // // // // I IL ___ \ z / .111 -.---_\_ -\-\,- _.- �1'1k \ -\-�\ / / / / ,/ \ \ 1 \\- �\\ I � iqi�-�,m2 ,,,!,-M-� %M,-..'-s,_ ,*.:Z,A�,,g'-,AA"i--`O,,�,,.-.?.' ;���, I �I ._. �`,,',-*;,,�ii,,,,"`,,,,',n,,,,,,:i����-,P"', i__",i ,I,z.-i`-...."",,�- ,, _1'-....',t_'_i;�.'_ 11,1.i.'` ,,`. ,:iw�,,�i,`,.. , i�' I ", ._ Y I/ �//, I///1 // /, 1 I/ I.e \ \\ / / / / / \ \ / / \\ \\ 1 y \ // // ' J \ \. \I\ k \\ /// /// // // \' l ti \ / 1 / / \ \ \\ \\ / // // // I/ e \ :; \ \ e / / / / A HIGHTOP DRIVE: CULVERT HTCV2 PLAN SCALE 1"=20' \ - ___,____,___'1_ _\\�_.__- - \- - - - -- -- - -- -__-- 20' p AEN"J--- \ - _ - - - - - -- - - -- E A ShMEN,T -- - _ _- -- --- --. _. - \\\\ \ i \' \\I, � \ \ -- -- -- --� -- \e -1� \ I — _.__ _ _ -' -• �� \I \\ 1 �{ BLANKET OF BROWNSTO�(ET2tPRAP " y ' `�• BEGINNING WIDTH: 8' - �� -- ' -` END WDITH: 8' ' \\\ - _ ``\ / -. " 11i41.CKNESS OF APRON: 1.5' '11,er ' LENGTH -OE BED: 10' �e PRECAST VDOT EW iPC \ ` 'C �.; e e \ I TW 833.93 `w \e I\ - BW 830.10 T e\ - ,' \ C4 e / - __ \ 3 e �, _ , - P y y\ \ \\�� e _ /} �4 � - \ } F \ ',..: \ `\� - __ .-... .— -- --- --_-._...-. __ -- ` -- e a \ e =, �� — —1 \e > \ \ , \\ \ -------------- \ - .$ v -J. -__ _._- — — — _._ e _11� e ,� ; w 1 e f a� e � \ `e , i PRECAST VDOT EV�iPC \ 1 _ / _ - _ \ TW 834`.8�3 \ \ cp _ / ---------------- \ \ e BW 831.00\ Q 1 / T -- -- lr ------ - e, e \ \ _ ✓ I =t_ - \`e \ 8 6 \ � / -__ \ .\ / _ -_ e \• \ / e e — _ � e e �, / /� ✓ \\ \\ \ �/ // —i r .� e\. \ � "I .�, /11( �.11 _- \\ e \ C /) N. 11 / ee\ ea \e e /� // // � HIGHTOP DRIVE: CULVERT HTCV4 PLAN SCALE 1"=20' \ X \ \ \ \ \ \ \ \ \ \^ \ £ , r\ \ \ \\\ \ \ \ \ \ \ e \ \ ( v \ 1 \>\\ \ \ \ \ \ \ \ \ r \\ . v \ ��\\ \ \\ \\ \ \ \ \. \ \ \\\\ \\\ \r 1_\\ 5}� \\\ \\ \\ \\ \\ `` \ \ \ \\\ \\`\• ; ,\W� \,\ tt \\ \\\ \\\ \ \\\� \\ � \ \ \ \ e \ , \ r { \ \ \ \ \ \ \. \ M\ \ \.. `\ \ \\ \ \ \ \ \ \ \ \ \ \ -1Aa, fir) \ \\\ \ \ \ \ \ \ \ \ \ °\ \ , e \ \ \ ` `yt ` r `. \ \\\\ \ e \ \ _ \e \ \ \ \.. -. \ \\— \ \ \\I , \ \ y ' \\:f: `\\ \\\ EASEMEN'F. \ \ � \ \\,s ,, \\ \ \ \ e \ \.\, \ \ \ \ \ l \ \ a. j1a \?s S` } \ \ \ \ y-. i. ;. \ t \ \ \ �. \ !rt ;y \ ,\ { \ \ \ -.I \ ,�; r \ \\ \ \ \ , l \ \ \ V A \ V A G ci \ 4.:� \ V A V 1 \ V A \ v \ _� t. A \\ \ V V A '( V A ` { ^' e� BLANKE OF OWNSTONE RIPRAP \ \ \ \ \ \ \ � \'° r'' \\[[f\� \ c. x \ \ \\ D50: 6" \ \ \ \ \ \ \\ \ \ \h Y ` 8a`f BEGINNING IDTH� \ \ \ \ \ \\)I \ \ \\ f`;` \ END WIDTH: 0' o, \ \\ \\ \ \ \ \ `\\ \ \?)'fit{� �}\A , Q \ HIEKNESS 0 APRON �ei\�5;\ \ \ \ \C \ \ \t �a \ L NGT�i OF B 10' \ 4 r r '\ q` \ \ ` \ \ \ \ \ `yt R a p,\IQ ,,\\ \ \ / \ \ \ \\ \\ P CAS\T VDOT E,W-1PC \ \11 \ 'J t.'. \ PRECAST �D\OT�E (-1PC \ \ V A \ vC \ \ `ti r- v \ry} a` cpp� \e e ve\ \ \ \ \ \ \ \ \ a`\ \ O \\ \\ \� \ \k r \ \ \� \ \ \ \ \ \ \ \ ` V' `�1 \\\ \ 1 ` k ti, 3 \\ \ \ \ \ \ \ \ \ \ \ \ \ k z , \ `\ \ \ .\ \ f/ \ \V A \ C A \ \\ ��-��- x Y= �i ,{�` - �\ \\ \\ \ \\ \\ \\ \ \ \\ \ \ \ \ 5 } k " \\ \ \\\ \ \ v A i. \\ V V A \\ � "\ t �„ \ \\ \ \ \ \ \ \\ C`z , \ _ \ \ \ \ y ` \ \ \\ \\ \ \ \\ \ \. \ \ `\ \\ \\\ \\\ + \\ �\ \. \\ \ \\ \ \ \( \ \ \\ �' s \ r, \ \ \ \ \ \, \ \ e \ \ \ \\\ ` `} \\ \ \ \\ \ \ \ \ \ ��\ \ \ \ \\ ,� \X it / \,, ;\ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \> k \ \ \ \ \ \ \ k \ \ \ \\ �/ \11\ \ \ \ \\ \ \ \ \ \ l :�\ \ h; s;V ).� Y \ \ �\ \ \ \ \ - \ (r \ \ \ \ \ \I f , '� t Y \ \ \1 \ t�l \ \ . \ \\1 ��O�`!W,;- y,,,g,', \ \ \ \ \ \ e ` \ \ \ ` 1 _` `sx''`a\� ,�\ \ \ \ \ \ \ \ \ ° kr, ,{. pa3 14 \ \ \ \ \ \ \( \ \ \ \ \ r -y > ' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ fi 1, s > \\\ \ \ \ \ \ \ \ \ \\ \ \\ \ ..,�.��T . a \\\ \\ \\ \\ \\ \\ \\ \\ � \\ \\ \\\ \\ \\ Z \ ., /iS}ti , \`\\ \ 5\ n { \\ \ \ � \ ,\ , \re \ l \ \ \ \ \ \ \ \\ \\ � \\ \ \ ' \ \ \ \ \ \ \ \ \ \ \\c "I"{ \ \\ \ � \ \ �J \ \ \e \ \ B HIGHTOP DRIVE: CULVERT HTCV11 PLAN --- � \ \ I / , -' ` \ ( \ \ i `\ * \ \r '\ \ I / \ \ ( \ \ I / — \----_--- ___ � \1 \ \ ,�, " �( \ \ \ I \y\ \\ \\ \\ I( \ \I % \ \ r \ / \ \ \( \ I \ \ \r(� \ \ I \ \ (\ \ � \ \ \ \ \ `(( \ \ \ \ \ 1-1 ( \ -'___\ \'\BLANKET OF BR ANSTON�F,tPRA�?e \\ \\ _1'\ \ \\ BEGINNING WIDTS is \ E I/ \ \ ` EN,() VM)-T H- 10' \ \\ THICKNESS OF APRON 1.5' � i SCALE 1"=20' / / II I I; I I . - /l � I'1 I iI /,� I / I { i / j II 1 I1 - ! £ / I 1 ! ! ! i���l \ / I / r X / / ! ,7, / / / / 20' DRAINAGE ! / I y / / ' EASEMENT j \ , '" � / y�' / i _ PRECAS / �/ / /i �,--- --/,� . � r a'r' r / i \� VDOT E -2PC % \ N `' LENGTH BED: 10' \ . / / / e TW 853/00 \ e \ \ \e C I BW 84 .50./ I �r( �/ 1� of, ' r�11// ! �,, y \ `e \ r COU NK k /(/ I / .;`v Zhu''\ ` :.�. \ �\ \ 9 (.. , ti F 7 1 / I l , 3 ,, y \ - -t- - / / /i y l,.` 1 2� < s f Y/r ' f r/ l i \ \ \ 7 �;? r 1 / 1 f 1 I ,. \ , ,. ,- _-�--•-- / 1\ tII ( s s� \ / I 1 I \ \+ ' , , . t s Y SCR G % /'/' / ! �*111/ / / \ , 1 / T' a I 1 I \ i^ ry I I I �I \ \ \,__�_( / / / / Z I i e \ /� e \ \ \ \ \ '�_ . / 1 / / \ \ I I I �_ e / // e \ I I I I �`- \ \ e \1 -` P,RE A T i I I e to e\ \e \e \ \ \ IL— S� I V\DOT\EW- \\ i I I I 4 ,4 \ \ e \\ \ e \\ \\ i T\N 855�p 0` e 1 I I 1 � e \ \ \ \ BW �9;00 `� 1 ( I 7 \ e\ \ \ e \ \ k \ �1- \UNTERSINK\ \ 1 I k, e e C( \ \ \ , -'e,_ \ \ \ \ e I _/`1 \ \ \ \ \ I \ \ \ .`\ (-( \\ \e \ \ �--t_ e---=�_ \ \\ ;- \\ \ \\ \`\ \\ 1\ e \e \ 7 \ \ \ \ \ \ e \% \ \ \ \ e \\ _ \ \\ \e \ \ \ \ \ \ \ \ \ \\ \ \ \\. e \ \\( e e \ \\ \e \ \e \ \ \ \ \ \\ \ \ \ \ \ `` \ \ \ \ \ \ \ \ e \\ { e\ \ \ \ \ \ \ \ \ �\ \ \ -e \ \\ 1-1 \ `\\\ ( '\ �, \e \ \ \ \ \ \ \ \ / I \ \ e \ e ` \ / ��_ \ eery'\\ \\e \I l \\ \ \\ \\ \\ \` ! / I 1 \\ 1-1�_ , e I 1\ \ \ \ e e \ I / JI II 1 \ \ \ \ .-, - -r r r \ 11, \ \ \ \ \ \ \ e \ \ \ I / i I I \ \ \ .f I HIGHTOP DRIVE: CULVERT HTCV5 PLAN NOTES 1. ALL PIPES AND CULVERTS PLACED IN STREAMS MUST BE COUNTERSUNK AT BOTH THE INLET AND OUTLET ENDS, UNLESS INDICATED OTHERWISE BY THE DEO ON A CASE -BY -CASE BASIS, PIPES THAT ARE 24" OR LESS IN DIAMETER SHALL BE COUNTERSUNK 3" BELOW THE NATURAL STREAM BOTTOM, PIPES THAT ARE GREATER THAN 24" IN DIAMETER SHALL BE COUNTERSUNK 6" BELOW THE NATURAL STREAM BOTTOM. 2. WHEN A PIPE/CULVERT IS BEING REPLACED AND, DURING CONSTRUCTION, IT IS FOUND THAT THE STREAMBED/BANKS ARE ON BEDROCK, THEN THE CONTRACTOR MUST STOP WORK AND NOTIFY THE OWNER AND LANDSCAPE ARCHITECT. SCALE 1"=20' /` � , I�_ , I I 1 , it ! I I' \ \ \\ \ \ / I - i I I I 1 ! I f 1 \ \ \\ \\ / I I 1 1 ) `l ; ! I' 1 \ j\I 1 1 ! i I I \ \ \\ \\ / I I I , \ r I I ` I �� i '1 I I I' I \ _(_ I I I ! I 1 ', �, I I I `', I \ \ \\ `\ k, v // f1 I I I I � \' �' j I j � I \t \\ \\ \ \ 1 I \I I \ \ \ \\\' `' I I +\\ I I I! I\ I \ I \\ \\ \\ // \\%\vI I i I \ \I \ \ I \ I\ \ \ \ .11 / ! ' \�� I 1 \ I\\\ \ \\ \\ \ \ \ \ I \\\ 4I \\\ ! \\ \\ \ \ \ \ \ \ \ \ � \ `L / . i \ \ \ \ r \ \ \ � \ � \ \ f tTO!t v `1 s { ! \ \\\ \\ 1 VDOT\ EW-iPC � \ \.\ \ I { ; / 3 �` `\ \ 1 TW 8�3.50 I' `\ 1,11\ r "5, 1 = s' ,' \ \ e I BLANKET OF BRGiVVNSTONE RIPRAP / vv I \v „/ V A I EGINUG WIDTH:Il 6' `v / I eel a �� v A 1 E WID�H: 6' 1 /_�_______ I� e / �,. - , , 1- . A V ATHI KIv OF AP 0N: 1,5' \.. a 4 H r ; ��_ BEN `T F G O BED• 1 I / / `\ <� -i< \ 1. s \ \, \ \ \ /� r / I `\ \\(` '\ N 1,\\ \ \ I \ tt 3 \ \ \ ,\ °/ `� \ �\ \ 20' DRAIkAGE / '' \ / 5 ' �j 9 ° \ \ _ \\ / \ / /\ Z \\ \ \ \ / \ \ - \ EASEMENT\\. / i V 11 . W-iPC �r _` \\ \ \ \ \ / I TW 8?7,50 ` 1 *fs ,_ { t\ \\ \ \ / 1 BW 825:OQ \e s\` \ `, \ \ \\ /_(v \�1 \ _ \ \ \ \ \ \ \ \\ L \ <. .- \ \\ \ \\\ \\ ;g28 \ \� \ \ \ \ - \ . \\ \ \ \ I " \ -N��K'i , 11__� \\ \ )J yz __ __ __. - - __ - __ - _-__\_____— _\_ - __-\----__—____ _-,____ \ n r/ t \\ / � y \\ \ \ \ rr \ \\ ._X: \\ \\\ \ v \ `\ JJ-J \'\ ".\ \ \ \\\ \\ \\ 1 rP, _ —_ — __ -- _ — __ --- __ _ — — — __ --- .—\_._ \ r r\ - -\X \\ \ \ \ \ \ \ S f\ Z \4\' , \ \ \\ \ \ \ \ \ J `\ \ \ � `\\ \ \ \ \ ? \ \ \ -- \ \ 5 ) , \ \ \ \ - ------------ ---_ - \ \•\\ \\ \\ , 1 \ \\ \\ \ \\ \ \\\ \\ �s�rs\t` \\S. \\ \\ \\\ \ __ —. __ __ — __ .— _ _ _ _._ �_ — _ __ .-_ \ \ \ \ \ , •f \\ f \ \ \\ \ \ — \N \ ,�X ,' , \ \ \ " \ \ \ �.( 4�11\ \ � _ \ \ \ (K) HIGHTOP DRIVE: CULVERT HTCV3 PLAN \ SCALE 1"=20' \\ // t< 1, \ \ \ \\ I —/ —/ \ee\ \ \\ 4 \ `\ \ \ 1. / II \ {` \ \ \ \ / \ �\ \ \ \ r f , \ \ \ 1 \V V A / \\ \ \\\ / \ \ Y' 1 '\ \ \\ I }, \ \ l \\ 1\1-1 \\ I� 'i \ / / / — 6 / , \ Y \ \ \ \ \ `\ \ . / \ \ \ \ \ \ \ \t s', \\\\ \\ \\ \\ /��\� \\ \ \, r \\ \ \ \ / \ g'74 r r / \ \ \ \ / \ �( C .. " ". \ \ \ \ :\ - 11 S % } \ \ \ \ / \ / v \ \ Si x \^ 7 3. \ \ \ \ /^` e^ \ \ \ / \ \\ - \ . \ \ \ \ `\\ / "- \ \` / / \ \ \ 1 \ z / r\ \\ \\ \ 'j \ \\ � \ 1� e _ i� \ '\'' \",% \ \ -0 '\ e / \ \ \\ b \a \ \ \ �`p \ \ PRECAST \ o \ \ VDO EW-1P \ � .` \ \ C I .: 1- e \T 872.75 \\� \ \ '{ \ \ e \ \ 3 1 40 $%; , \ 1, \ `\ , __ ---- \ \ 25 \\ \ \. BLANKET OF BROWNSTONE R1.PRAP \ \ , EGINNING WIDTH: 5' e\ \e \\ \ ` \ END WIDTH: 8' ` \ \ a� THICKNESS OF APRON: 1.5' \ \e ��\\ \ \ LENGTH OF BED; 10' \\ \ `` \, \ PRECAST Va T EU!-1PC \ e e ee \\ _it \ ee TW 869.50 \ _ \ \ cQ \ ' ' ey \ � + ,BW 867.0 _ - \ \ \ cps \ ,-11i'' \ \ \ \ \ �, \ \ xk r \\ r \ \ \ v\\ ,��"",�t,",'o,��`�, - . . V v \N v \\ \\ \\ t \\ \ �� e \ e \ e \ \ e \ \ \\ '� :3 ` \ \\ \ \ e \ \ \ \ e e \\ \ \ \ \ \ \ � e\ \e\ \ \ \ \ e \ \ \ \ , \ ` \ \ \\ \ \ \ \` }` ` Y T - \ \ \\ \ \ \ \ \ '"X \ \ ` \\ \ ,e `\ \ \ \ \\ \ \ _/� \ \ \ ,\ \ \ \ t a` ev 1, \ \ e �— — \ v Aa v \ \ .\ \ \ \ \ \ \ \1"-} d. 1.'� \ \ \ \ •e \ \ \ 4/ k rt s \ \ \ •\ \\ \\ \ \` \\ \\ \ �\ n d i, \ \\ \ \ ♦ \ r , \ \ \ .e ee \ \ e \ 4- $ r/ t'\ f \ \, e \ / / \ \ \ \ \ a. \ \ \ \ v :r a �. \ e \ \ / 11 \ \ \ \ \ \ \ \\ /� r \ \� _ e e �_ \\ � ?�,,�i.,�� ., .� ,� � e e e �\� e \ \ e \ \ \e v : \ �' \ \ \ \ \ \ \ \ \ \ /, I \ \ \ - i \ \ y HIGHTOP DRIVE: CULVERT HTCV7 PLAN SCALE 1"=20' Scale 1"=20' Contour Interval=2' McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission an d consent of either McKee Carson or Field Sport Concepts, Ltd. 41�p,LTH ob I ,ROBERT B. MCKEE� NO, 7783 �1P -ft.- V'6 Revisions: i 1.01/15/05: County Comments 2. 02/14/07: County Comments 3.05/14/07: Contractor Updates 4.08/16/07: Final Submission Scale: H:1" = 20' Date: 12-18-06 Project No.: 0511 Designed: BT,AF Checked: ER, RBM Sheet No.: 0 20 40 80 37 Of 76 a — 1 T I I // / I 1 1 I I 1 I I I I �/! / / I \ 1 I 1 1 1 1 I , tl % . \ \ I 1 I I I I ( II l j I ! / \ 1 1 1 I I I i / I / � I I / / / I \ \ \ I k. 1 I I I I / l / / / I \ \ tt \ 1 1 / / / \ \ \ \ \ I I / I /; / / I \ \ \ \ 1 I I I l / I rr. / / I I \ \ \ I 1 i i / / / I 1 I \ , � I I I // / / i I � \ \ i I I 1 I / I / I ! 1 '; i / I j \ \ ; I' 1 l I I I \ \ I 1 I I I 1/ 1 1; // / / ' I V 1 I I I 1 I I% 1 / / / / I 1 \ i I I I I ! s, / I/ i I 1 j I I ; I 1 I' / I II If BLANKtT OF BI4OWNSTIONE RIPRAP I I 1 �� ; , / D50-6' I l 11 4 / / /r BEGINNING WIDTH: 5' ;I 1 I I / I END WIDTH: 10' I I i 1 /' I THIC}�NESS O) APRON: 1.5' 1 I ! i ' -`�,` !. LENGTH OF EKED: 10' /' 1 I I �/ .' ' �� I l J i I /I I l / In 1 � 1 t I r / tl 1 t/ 1 1 I--i f / 1 I I 1 " / � I / , PRECAST i 1 \ T 1 VDOT EW PC I I \ r .i - s / I d I I R r I \ \ v) I I -: / W 863.33 -- __ - - 1 1` \ I i/ �/ I / i 4 I / I I i / I i i A, I a , k I 4 I } 1 l S i f/ I -+w I i h3 / l r R J t .� I r I I s. . � � r z- zr < a z, �. I r j' r } i 3 / f z a / I , I. z I t a t n t u I t - r I r 4 A I E t r I U t a- i z 4 � a I 1 l � F } \ nn I/ V t 1 .� A `u t 7 / / r 1 1 1 I / r 1 r/ l / F}} i 4Q �Q t / , , 0 / ( I I I I /I I I I _ / CAST/ / I 1 I \ -- I Z I '�- _ - - - - VQOT EVy-1PC / i ---_----TW 868. 8 / II '- - - _ BW 864/�75 I1 / 1 I __ I I ! 1 _ -- _ I I / I/ I " I — II / � I II I I ``b �' / l / I i I I �`= . - - --- -- / / i 1 I % / i I ` \ / I I I j / / I ( ! / 1. � _ '_ \,, IIlI-` `_"- __'_ I I II � I - -1 ---i/ ; I I / If -,, __ F jI I ! f - - - - I- \ I l / tl _ \ - - _ , ,/ /� ,I /l 1I `- - � - - . -- - / / r � HIOHTOP DRIVE: CULVERT HTCV10 PLAN SCALE 1"=20' \\ \ / \ / \\\ \ \ f \ \ i= \ /11 \\ \ / , \ �\ �- , I �\ \ / - \\ I\ // I J-.,,- \ \\ // I// \ \ \ % \ I / \ �\ o / , , \\ \ \ Imo' /�� \ I �°- -'- \ i \\ \\ I I z , IG) ' \ \ I I / \ \ \ y / - _ \\ \ \ ( rn /� - \ \ \ I � // 11 .. \ \�\ \ I I z \ I / ,I2 \ \ \ ,�- �•LANKET OF BROWNSTONE R�-RAP \ \ \ I D50: 6" �� \ \ \ / BEGINNING WIDTH: 6' �.\ \ \ I 4-, END WIDTH: 12' .--' \ \ / THICKNESS OF APRON: 1.5' \�I-, \ \ I I /--4.E�JGTH OF BED: 10' . \. ---- \ i `` �'\ / C PREQA`ST VDOT EW-1PC � \ \ ` I / \s \ \ e l \ / \ H/ , / X ' 6 11 \: \ 6 Op / \ / '' a / s r i /le aw-` �\ \ '; 11 1,141 \ \ l y. —`l ; / v ; ' \ \ \ \\ 76 , + 77 _ - ,-,--, -'— � ice--- ... �— _� v - \ \� I.. --- _.,---------- ' 11 \ 11 i / i ----- �'v- v \ \ ��� \ A 1-1 A \ 1-1 PRECAST VDOT EW-iBG 11 i \ \ -�` \" i/ BW 766.25 / i' ` - -_ -�11 i _ / I / / / \ � COUNTY FAIR LANE: CULVERT CFCV4 PLAN SCALE 1"=20' 1 \ ` - -- e 1 ` I f' ------- ------------- - _ ----------------.---- - // 1 I I / � i II ' I BLANKET OF BROWNSTONE RIPRAL I D50: 6" / / 1 BEGINMNG-W` D HT 6' / \ / It �Ef�6 WIDTH: 12' / . ' ' THICKNESS OF APRON: I.V r LENGTH OF BED: 10' i i 11 / - ' 20' WIDE DRAINAGE EASEMENT / / ✓ / ,// ) I >` _ _ `-. PRECAST VDOT EW-iPC _-_-_-_-_-_ f r11 t m 3` fi L a I' I V� 1 f iY S Y 4 I e t/ I cP t:: a1.t ,: , , /- c,.. u s._i. N: \ / / , t / h , x .3 % / 1. } r x < -- a a 4 1. /' — - T h Y { f". E � � •i x r "�--" - :z / r o A^^ i Lt . 1 �: 1 - I. l ' .5. S 1 / rr,3 :- �-TI k, S / / /' / a A _ 713.5 0 -L ✓ ..rt--" s �'-'�i' ' \ . /� ✓ // /j /////-/' /_/ /' /\ —_ _ i ,j /// / / // / / I \ \ f / /� -- / / / / / --------�-"-- / / / / / � COUNTY FAIR LANE: CULVERT CFCV1 PLAN SCALE 1"=20' �. �' '�'-�'�' ,' , -- -�' - , - /I � , , "" " — — -- i d` �"��:-, ��:�.,;��.�.,�'�,��".-'����,.-:"��.".",�'�".,� ' ��,,,,��.-�.�,,,,-.�,.,,�,,����� -- , - (': ! rl ;l / ► y�- r r r- \ / .< . 1 I / �` I 1 I r ; / / t•' I i` / i I \v / \ I'll' \\ \\ J /� - --- -! \ ( I t� \ I \ \ -/--- - - _ \.._. 1 a \ \r \ , \ \ \ � �v /--. / ,7 \ . 1 ', , \ i„ ,� \ \ V A \I / ��� �� � \ ;..,� ' \ \ \ C �, \ �/Z: X BLANKET OF BROWNSTONE RIPI A % \ �\ 790.50� �C \ \ \ ,4 9.1 791�50 B Gl� ING THICKNESS: 4' 1 1 \ ( °\ ' 'S ' ; EN�1 ICKNESS: 12' I \ '` \\ �� O 1 T� THIC �SS OF APRON: 1.5' PRECAST, VDOT EW- PC\p�, \ \'\� LENGT OF BED: 10' it \ C•ti,Y \ \\ \:\\\ \ V ( \ \ t v v , VAv \\\ k V `\ \ t 4 \ `'tom- \. \ `9� ` ` \ \ \ \ I 15" -""'-"� � , \ X \ \ \20 °'i \ \ \ \ \\ \kj�\ \ \\\ \ I \ \\ \ \ \ { \ \ \\\ \ \ \ \\ '\ \ \ \ .\ \\ \\ , r ``\\\ I \ \ \\\ \\, \ \\ \ \ \, \ ' \ \ I 1 �. A v v -,11 / \ v \\ \ \ \ �. \ / I I \ \\\` \ \` ? \ \�\ \\ I I 1 t 1 I 1 \II ``• \ \\ `\ \ 1, ; \ 6 `.! 4 \ 1 I ' \ \ \ \\ \ \\ \ \ I' \ 1`\ I \ SS \ I \ \ ', \ \\ \ S\,s \ I \1/ \ \ I \ I \\ `` \ I \ ',\\\\ I '- -" \ 1 ' I �LILLY ROAD: CULVERT LRCV1 PLAN NOTES 1. ALL PIPES AND CULVERTS PLACED IN STREAMS MUST BE COUNTERSUNK AT BOTH THE INLET AND OUTLET ENDS, UNLESS INDICATED OTHERWISE BY THE DEQ ON A CASE -BY -CASE BASIS. PIPES THAT ARE 24" OR LESS IN DIAMETER SHALL BE COUNTERSUNK 3" BELOW THE NATURAL STREAM BOTTOM, PIPES THAT ARE GREATER THAN 24" IN DIAMETER SHALL BE COUNTERSUNK 6" BELOW THE NATURAL STREAM BOTTOM. 2. WHEN A PIPE/CULVERT IS BEING REPLACED AND, DURING CONSTRUCTION, IT IS FOUND THAT THE STREAMBED/BANKS ARE ON BEDROCK, THEN THE CONTRACTOR MUST STOP WORK AND NOTIFY THE OWNER AND LANDSCAPE ARCHITECT. 7 SCALE 1"=20' li-- -' -/ i✓ , 1 \ \ \ ,i / / / \ t \ ,\, \ ) -Z I \ / I / '� ' i -1 �' / \��\ \v �V ,) i l !I r - 1 \ It \ \� I / // / ✓/ . , .. ` ::s / / / \ t\',\ \\ \ �-) \\ / // // / i 5/ \ \ \ \ \;� ; \ ! i ! / \ \ r / / / i \ \ \ / / I / s \ \. i / , \ \ i\ 1 / / / I l l / i /� 1 I ( I f / / / �) / I4 / I f l I / / % /'� / /' / I r > t / / It I f \ \ 1 / / �' r •\ / I / \ \ \ /� / /// / `\ /I / / r %\ \ `' / / , \ / %I \ \ / / / \ I i l / . \ `` \ / / / / / I I 1 ', , ` / 1\ \\ \ j/ /j f/) i / / I +' b \ \\ \ ! ! � / i i I` 1 \ \ / .J / I / / ,tF' R RAP I :. t,• e. F B O N TONE IP LP�NK S / ,) "Y I D50: 6" ,HC / / i p / r BE. INNING WIDTH: 6' \ \ �/�3.0+ i� ; tt` a Ks.' . f I / 1 END WIDTH: 12' � \ THI N S,, OF APRON: 1,5' / I / . / !LE,NGTH OF BED: 10' / / 1 ,N A • / )- / ! 1 ; A 1' , / It 1 ! V A r _ A L P-RECAST VDOT EW-iPC t.. �� \ \ — c �� J � t O \ / •O 1l \ 1 I r 3- , /V ` / O 1 � V b /rr r \ \ / 4 i / C / / '- O \ , ' "", V _. --- -- -- - - _. - / � 1 - \ r` / -lam/ -4..- _ 1 , ��� I _ ,,, I v / �_ / _ I / r r t' / / z Y f \y Sf ,: ! 'Y-+.—�—�.._ a / YF. 'S 1 i b ` / ---'—�- , r.. / / / -� � I s t ///,�/ fr , fi��—....�. .a y , / 1.. w d � // / / / 1. .-- -- - - -- ----V' . - 1-1 � \ - - -, e -1 1`CAST VDOT EW-iPC \0 1 I _ \ ----------- \ 1I 1 1-1 / I I I \ I \ I V y _-..- 1-% i I --._--...e. - �-. �' I I � ---------- - _ _ _ - - ---- I \ I If - ('-c� COUNTY -FAIR LANE: CULVERT CFCV2 PLAN t'.30UNTY FAIR LANE: CULVERT CFCVO PLAN 0 SCALE 1"=20' SCALE 1"=20' '- / // � \\ /j'o / -\ / / \ / // / \�i / / // \\ i \ / / / d / /X i / \\� y/ \\ / I / 11 \ / / ,/ // \ / \\ BLANKET OF BROWN NE RIPRAP / / \ / \ D50: 6" / \\ // \ BEGINNING KINGWJDTWID 6' ✓' /, \ / \\ THICKNE�SS�OF APRON: 1.5' /' /'/� \)\ \\\ LENC4'ZH OF BED: 10' /�o/� / \\ 2# WIDE SWM EASEMENT 1/'/// / / \\\ / / , \\ ' PRECAST VDOT EW-iPC /// // r <, / / i' / / // { �J ,..i / / \ r / / \ / ri ��1 3 7 1;. �3 -' \ 7 1,00 h / z \ ' "�"�'-"'-"�,'-';"' , -'!;�4�'t / \ \' O ;r V' f •v/ l n 1 � / / � , . �' �* , , -� / ly- r" - y✓ . � f 4V" / �l i / I 4 r- / / xt 5. i , .,r Tf r a� 1 �E. _n If � rJ '� I 1 /' 1 J' ,C O Y . i / 11 �� �` '.' I Q . ! !_ f 3 1 11 /11 / ' / r / I / _1 r s / t 2 / % / / 1 / p k � � i ti / ! e t / e r / 1 i / / 1 / / '. ' / / ` ,' I / / c \ 733.50 ,f I // �� /' ,' / / / I / 'r J / / / /; / I / ! f 4?F ry t7- / // / / - / / t �/1 h i \ - ,er / — / �' �„'' ' a :- r C/ /� // / i / / / , / / // / p s'r / / - -- h. / / � / s "� / r'' / //, / .i / - ' C• /-- o , / / / s r / .- _ / / / o / / ,� / . , > r / -1 - " / / / - / '- 1 1.' / o o /" i - / / o 1� / oo /i // / D CULVERT CFCV3 OF COUNTY FAIR LANE DP-7 PLAN SCALE 1"=20' \ \ I) I" I I 1 \ 1 \ '- I I I I \I; 1 I -) / I I I 1 t I \ -) / I I I Il \ )-�, I . I 1 1 \ 1 '') I I 1 ` \ I ") 1 \ I i I/ 11 i I II t \\ \\ 1 I \ t � I I I l \ I 1 / , 1 I " \ \ \ \ / ,/ \ I I \ \ \, / \ \ � I I I \ `. / \ \ \ )l i I i \ \ \ ''� ), I 1 1 \ \ \� \ `;'' `\ \ I / BLANKETI.OF BROWNST NE RIP RAP `\ `\�. \`\\ __ / �- \i\ r� / BEGINNING WIDTH: 15' \\ \\ �. -,,\ 1 � r END WIDTH: 15' llt\ \ -----�'-�, THICKNESS OF APRON: 1.51 1 ( � `\ \ \ -) I_� LENGTH OF BED: 20' 1 \ t� ' ,1 \ \ \ I — — 1 I --._- �1-1 z � \� I \I �) \ PRECAST VDOT E�W 6SFG �SQ __SKE, W)_ � � � 1 1 �{ `� I - \\ )) \ i1 1 I `� ` '-- __ ' -j- _ 1 1 F t _ - \ .; V I - - \-: -, 1 t ` , < s 1 \ �� c '„ p d r ..,G� V .,�� I t _` f, t r ,4 1,Y/ 51 i k I i y__ 11 /� C - + .--' *--.�-- . . t ; - '^� � �-C \ \ -----\ -_---- PRECAST VDOT-EW-6SPC (30° SKEW) \\ 1 I \ \ \ I - \ \ �- I \ 1 \ \\ \ "I ' i ? \ I1 \ \ \ 11 I 1 / IN\ \` \ f ` ) / . i I.-, \ ----,\\\ i / ' , / ) / _ I `,- I I -)11 i / / (-`H"� HIGHTOP DRIVE: CULVERT HTCV1 PLAN Scale 1"=20' SCALE 1"=20' Contour Interval=2' 0 20 40 80 McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. Hp ' F � o ROBERT B. MCKEE NO, 7783 ,. 'w r O �p t) sNAL r is 0 E Revisions:. 1.01/15/05: County Comments 2.02/14/07: County Comments 3.05/14/07: Contractor Updates 4.08/16/07: Final Submission Scale: H:1" = 20' Date: 12-18-06 Project No.: 0511 Designed: BT,AF Checked: ER, RBM Sheet No.: NOTES 1. ALL CONSTRUCTION ACTIVITIES ON BRIDGES MUST CONFORM TO THE ARMY CORPS OF ENGINEERS AND DEQ GENERAL PERMIT. IMPACTS FROM CONSTRUCTION MUST BE TEMPORARY ONLY; CONTOURS AFTER CONSTRUCTION MUST BE RESTORED TO THEIR ORIGINAL STATE AS THEY EXISTED BEFORE CONSTRUCTION AND THE AREA MUST BE STABILIZED AS NECESSARY, AS DESCRIBED IN THE PERMIT. REVIEW PERMIT FOR COMPLETE SET OF CONDITIONS REQUIRED BEFORE CONSTRUCTION, CONSULT BIOHABITATS OF RICHMOND (1-804-760-1082) AND MCKEE CARSON (1-434-979-7622) AS NECESSARY, 2. DO NOT USE ANY OF THE DIMENSIONS OR ANY OTHER INFORMATION CONTAINED ON THIS SHEET FOR BRIDGE CONSTRUCTION PURPOSES. SEE SEPARATE SETS OF STRUCTURAL DRAWINGS SUBMITTED BY OLD CASTLE. CON/SPAN AND YORK FOR DIMENSIONS AND CONSTRUCTION INFORMATION. BALLYSHANNON LANE: CONSPAN PLAN BALLYSHANNON LANE STA 9+31 TO 9+55 0.75' COVER TO TOP OF ROAD - ----------------100-YEAR----------------- EXISTING - - - - - - - - - - - - - - - - - 10-YEAR - - - - - - - - - - - - - - - GRADE ----- - - - - - - - - 2-YEAR - - - - - - - - - - -- 24' Part 1: 2:: 24' SPAN CONCRETE KEYED FOOTERS Contech N,T,S, SCALE: T'=20' NOTE: DO NOT USE ANY OF THE DIMENSIONS OR ANY OTHER INFORMATION CONTAINED ON THIS SHEET FOR CONSTRUCTION PURPOSES. SEE SEPARATE SET OF STRUCTURAL DRAWINGS SUBMITTED BY CON/SPAN FOR DIMENSIONS AND CONSTRUCTION INFORMATION. i Contraction Scour Ballyshannon Lane (SFI3)): This road crosses an intermittent stream. The drainage area }. Channel is approximately 120 acres yielding a 100 year flow of approximately 364 cfs, as Input Data Average Depth (ft): 2.02: . estimated by the Anderson method. Scour is estimated to be approximately 0.25 ft. Approach Veto,:ity,#tls): ; 5.49 Br Average Depth (ft), ' 2.29 Type Pre -cast concrete with BR Opening Flow (cfs): 364.oq abutments BR Top WD (ft):, 1 23.50 Span Grain Size 45Q(MO): 1 0.425 24' Flow'(cfs): 364.00 Length* * 32ft .Approach - Approach Top )ND(ft): 32.88. Rise 8 K1 Coefficient: (• 0.690 Q100 364 cfs Results Scour depth 0.25 ft Scour Depth Ys (ft): I 0.26 *Rise defined as bottom of footing to bottom of deck Critical Velocity (ft/s): j Live **Length defined as dimension parallel to stream Equation: Table: Ballyshannon Lane (SH3) i Combined Scour Depths Bridge Scour RS = 46 s+ S s�7 v 7 W. . / I / I / 1 I \ SC-1 TIMBER BRIDGE \ FREE SPAN, GLU-LAM CONTRACTOR TO COORDINATE \ INSTALLATION OF CONCRETE \` ABUTMENTS WITH YORK BRIDGE AND GEOTECHNICAL ENGINEER. AB ' TME\ T INSTALLATION MUST BE COMPLETE \ FOR YORK INSTALLERS ARE MOBILIZED 1 \ 1 \ \ l 1 I ! \ I I I , t A 1 � i I i I � I I � i DERRY LANE: FREE SPAN GLU-LAM TIMBER BRIDGE #2 PLAN DERRY LANE STA 1+66 TO 2+03 TIMBER GUARD RAIL TIMBER DECKING GLU-LAM STRINGERS PROPOSED GRADE r � EXISTING -------------------10-YEAR--------• N, ra. �•_�_ -� �•-+�=�1----------2-YEAR-----�- 37' SPAN DP-8 York Bridge Company N.T.S. NOTE: DO NOT USE ANY OF THE DIMENSIONS OR ANY OTHER INFORMATION CONTAINED ON THIS SHEET FOR CONSTRUCTION PURPOSES, SEE SEPARATE SET OF 1,) STRUCTURAL DRAWINGS SUBMITTED BY YORK AND 2.) CONCRETE ABUTMENT DESIGN SUBMITTED BY DAN SUGGS FOR DIMENSIONS AND CONSTRUCTION INFORMATION, jDerry Lane (SC1): This road crosses a USGS perennial strewn, located just north of Edge Valley Road. A York bridge using abutments was chosen for this site. The drainage area was 204 acres yielding a 100 year storm of 474efs, using the Anderson method. A contraction scour analysis showed scour depth of Oft. The presence of bedrock at approximately 5ft below the ground surface also limits scour. A summary is provided below with the more detailed calculations attached. I Type Wooden deck with abutments Span 37 ft Length* * 22 ft Rise 8 ft Q100 474 cfs Scour depth 0 ft *Rise defined as bottom of footing to bottom of deck **Length defined as dimension parallel to stream Table: Derry Lane York Bridge (SC1) SCALE: V=20' 1, / \ f / i '\ 1 \\ \ 772 772 � /. `�-►• .. -`- - � .� f :. � is - °' -d = Y, '� y ( �) _ 1-1 ! : l . \ \ 1` , \\ \ \ \ • 5 \pUE TO klRIATI N IN BEDR CK DEPTH, \ \ } \ �ONTR TOR M ST COOR INAITE r \ \ ITH EOTEQHI\ ICAL ENGIN E i \\ \\ \\ \\\ \\ \ TO\\D TERMINE� OOTING DE TS I( ~`� e. COUNTY FAIR LANE: CF-5 OMEGA OLD CASTLE BRIDGE (OM-24) PLAN SCALE: T'=20' COUNTY FAIR LANE DUE TO VARIATION IN BEDROCK DEPTH, STA 36+24 TO 36+48 CONTRACTOR MUST COORDINATE WITH GEOTECHNICAL ENGINEER TO DETERMINE FOOTING DEPTHS PROPOSED GRAD ,0,,-2' FILL TO TOP OF ROAD q -----100•YEAR--------------• �c----------10-YEAR---�/ \--2-YEAR------- -- 24' SPAN i1 CF-5 Omeaa Bridae (OM-24) Rotondo I Oldcastle N.T.S. NOTE: DO NOT USE ANY OF THE DIMENSIONS OR ANY OTHER INFORMATION CONTAINED ON THIS SHEET FOR CONSTRUCTION PURPOSES. SEE SEPARATE SET OF STRUCTURAL DRAWINGS SUBMITTED BY OLD CASTLE FOR DIMENSIONS AND CONSTRUCTION INFORMATION. County Fair Lane (C'FS): Although a stream is not displayed on the USGS map, this Contraction Scour SC-) t road crosses US Jurisdictional waters, as determined by Biohabitats. A drainage area of Contraction. Scour G#%i Channel I( 23 acres yields a 100 year storm of approximately 81.5 cfs, the average of the Rational Channel Input Data and Anderson methods. Scour was determined to not be a problem as the flow is Input Data p p Average, Depth (ft): 1.20 Average Depth (ft): I; 1.85 • relatively low. 5.85 Approach Velocity (ft/s)'-4.71 Approach Velocity (ft/s): I Br Average Depth (ft): 1.18 Br Average Depth (ft): i 2.57 81.50 1 .Type Pre -cast concrete with BR Opening Flow (cfs): BR Op6nirig Flow, �cf-s). 1 474:00 11.08 . BR Top WD (ft). 34.05 abutments BR Top WD (ft): 0.43 Grain Size D50 (mm): 0.43� Span 24 ft Grain Size D50 (mm): 81.50 Approach Flow (cfs): 474.Q0 Len th* 23 ft Approach Flow (cfs): Approach Top VVD (ft): 1 82.94 g Approach Top WD (ft): 13.43 K1 Coefficient: 0.690 . R1Se 4 ft K1 Coefficient: 0.690 Results Q100 81.5 cfs Results Scour Depth Ys (ft): i 0.00. Scour depth 0.01 ft Scour Depth Ys (ft): 1.01 .26 Critical Velocity (Ws): 1.29 *Rise defined as bottom of footing to bottom of deck; footing will vary depending Critical Velocity (ft/s): i Live Equation: I Live upon bedrock depth. Equation: I Live ' **Length defined as dimension parallel to stream l Table: County Fair Lane (CF5) - --� McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 99902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the - property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. Revisions: 1.01/15/05: County Comments 12. 02/14/07: County Comments 3.05/14/07: Contractor Updates 4.08/16/07: Final Submission Scale: N/A Date: 12-18-06 Project No.: 0511 Designed: AF,BT,NB Checked: ER, RBM Sheet No.: 39 Of 76 ra. �•_�_ -� �•-+�=�1----------2-YEAR-----�- 37' SPAN DP-8 York Bridge Company N.T.S. NOTE: DO NOT USE ANY OF THE DIMENSIONS OR ANY OTHER INFORMATION CONTAINED ON THIS SHEET FOR CONSTRUCTION PURPOSES, SEE SEPARATE SET OF 1,) STRUCTURAL DRAWINGS SUBMITTED BY YORK AND 2.) CONCRETE ABUTMENT DESIGN SUBMITTED BY DAN SUGGS FOR DIMENSIONS AND CONSTRUCTION INFORMATION, jDerry Lane (SC1): This road crosses a USGS perennial strewn, located just north of Edge Valley Road. A York bridge using abutments was chosen for this site. The drainage area was 204 acres yielding a 100 year storm of 474efs, using the Anderson method. A contraction scour analysis showed scour depth of Oft. The presence of bedrock at approximately 5ft below the ground surface also limits scour. A summary is provided below with the more detailed calculations attached. I Type Wooden deck with abutments Span 37 ft Length* * 22 ft Rise 8 ft Q100 474 cfs Scour depth 0 ft *Rise defined as bottom of footing to bottom of deck **Length defined as dimension parallel to stream Table: Derry Lane York Bridge (SC1) SCALE: V=20' 1, / \ f / i '\ 1 \\ \ 772 772 � /. `�-►• .. -`- - � .� f :. � is - °' -d = Y, '� y ( �) _ 1-1 ! : l . \ \ 1` , \\ \ \ \ • 5 \pUE TO klRIATI N IN BEDR CK DEPTH, \ \ } \ �ONTR TOR M ST COOR INAITE r \ \ ITH EOTEQHI\ ICAL ENGIN E i \\ \\ \\ \\\ \\ \ TO\\D TERMINE� OOTING DE TS I( ~`� e. COUNTY FAIR LANE: CF-5 OMEGA OLD CASTLE BRIDGE (OM-24) PLAN SCALE: T'=20' COUNTY FAIR LANE DUE TO VARIATION IN BEDROCK DEPTH, STA 36+24 TO 36+48 CONTRACTOR MUST COORDINATE WITH GEOTECHNICAL ENGINEER TO DETERMINE FOOTING DEPTHS PROPOSED GRAD ,0,,-2' FILL TO TOP OF ROAD q -----100•YEAR--------------• �c----------10-YEAR---�/ \--2-YEAR------- -- 24' SPAN i1 CF-5 Omeaa Bridae (OM-24) Rotondo I Oldcastle N.T.S. NOTE: DO NOT USE ANY OF THE DIMENSIONS OR ANY OTHER INFORMATION CONTAINED ON THIS SHEET FOR CONSTRUCTION PURPOSES. SEE SEPARATE SET OF STRUCTURAL DRAWINGS SUBMITTED BY OLD CASTLE FOR DIMENSIONS AND CONSTRUCTION INFORMATION. County Fair Lane (C'FS): Although a stream is not displayed on the USGS map, this Contraction Scour SC-) t road crosses US Jurisdictional waters, as determined by Biohabitats. A drainage area of Contraction. Scour G#%i Channel I( 23 acres yields a 100 year storm of approximately 81.5 cfs, the average of the Rational Channel Input Data and Anderson methods. Scour was determined to not be a problem as the flow is Input Data p p Average, Depth (ft): 1.20 Average Depth (ft): I; 1.85 • relatively low. 5.85 Approach Velocity (ft/s)'-4.71 Approach Velocity (ft/s): I Br Average Depth (ft): 1.18 Br Average Depth (ft): i 2.57 81.50 1 .Type Pre -cast concrete with BR Opening Flow (cfs): BR Op6nirig Flow, �cf-s). 1 474:00 11.08 . BR Top WD (ft). 34.05 abutments BR Top WD (ft): 0.43 Grain Size D50 (mm): 0.43� Span 24 ft Grain Size D50 (mm): 81.50 Approach Flow (cfs): 474.Q0 Len th* 23 ft Approach Flow (cfs): Approach Top VVD (ft): 1 82.94 g Approach Top WD (ft): 13.43 K1 Coefficient: 0.690 . R1Se 4 ft K1 Coefficient: 0.690 Results Q100 81.5 cfs Results Scour Depth Ys (ft): i 0.00. Scour depth 0.01 ft Scour Depth Ys (ft): 1.01 .26 Critical Velocity (Ws): 1.29 *Rise defined as bottom of footing to bottom of deck; footing will vary depending Critical Velocity (ft/s): i Live Equation: I Live upon bedrock depth. Equation: I Live ' **Length defined as dimension parallel to stream l Table: County Fair Lane (CF5) - --� McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 99902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the - property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. Revisions: 1.01/15/05: County Comments 12. 02/14/07: County Comments 3.05/14/07: Contractor Updates 4.08/16/07: Final Submission Scale: N/A Date: 12-18-06 Project No.: 0511 Designed: AF,BT,NB Checked: ER, RBM Sheet No.: 39 Of 76 *Rise defined as bottom of footing to bottom of deck **Length defined as dimension parallel to stream Table: Derry Lane York Bridge (SC1) SCALE: V=20' 1, / \ f / i '\ 1 \\ \ 772 772 � /. `�-►• .. -`- - � .� f :. � is - °' -d = Y, '� y ( �) _ 1-1 ! : l . \ \ 1` , \\ \ \ \ • 5 \pUE TO klRIATI N IN BEDR CK DEPTH, \ \ } \ �ONTR TOR M ST COOR INAITE r \ \ ITH EOTEQHI\ ICAL ENGIN E i \\ \\ \\ \\\ \\ \ TO\\D TERMINE� OOTING DE TS I( ~`� e. COUNTY FAIR LANE: CF-5 OMEGA OLD CASTLE BRIDGE (OM-24) PLAN SCALE: T'=20' COUNTY FAIR LANE DUE TO VARIATION IN BEDROCK DEPTH, STA 36+24 TO 36+48 CONTRACTOR MUST COORDINATE WITH GEOTECHNICAL ENGINEER TO DETERMINE FOOTING DEPTHS PROPOSED GRAD ,0,,-2' FILL TO TOP OF ROAD q -----100•YEAR--------------• �c----------10-YEAR---�/ \--2-YEAR------- -- 24' SPAN i1 CF-5 Omeaa Bridae (OM-24) Rotondo I Oldcastle N.T.S. NOTE: DO NOT USE ANY OF THE DIMENSIONS OR ANY OTHER INFORMATION CONTAINED ON THIS SHEET FOR CONSTRUCTION PURPOSES. SEE SEPARATE SET OF STRUCTURAL DRAWINGS SUBMITTED BY OLD CASTLE FOR DIMENSIONS AND CONSTRUCTION INFORMATION. County Fair Lane (C'FS): Although a stream is not displayed on the USGS map, this Contraction Scour SC-) t road crosses US Jurisdictional waters, as determined by Biohabitats. A drainage area of Contraction. Scour G#%i Channel I( 23 acres yields a 100 year storm of approximately 81.5 cfs, the average of the Rational Channel Input Data and Anderson methods. Scour was determined to not be a problem as the flow is Input Data p p Average, Depth (ft): 1.20 Average Depth (ft): I; 1.85 • relatively low. 5.85 Approach Velocity (ft/s)'-4.71 Approach Velocity (ft/s): I Br Average Depth (ft): 1.18 Br Average Depth (ft): i 2.57 81.50 1 .Type Pre -cast concrete with BR Opening Flow (cfs): BR Op6nirig Flow, �cf-s). 1 474:00 11.08 . BR Top WD (ft). 34.05 abutments BR Top WD (ft): 0.43 Grain Size D50 (mm): 0.43� Span 24 ft Grain Size D50 (mm): 81.50 Approach Flow (cfs): 474.Q0 Len th* 23 ft Approach Flow (cfs): Approach Top VVD (ft): 1 82.94 g Approach Top WD (ft): 13.43 K1 Coefficient: 0.690 . R1Se 4 ft K1 Coefficient: 0.690 Results Q100 81.5 cfs Results Scour Depth Ys (ft): i 0.00. Scour depth 0.01 ft Scour Depth Ys (ft): 1.01 .26 Critical Velocity (Ws): 1.29 *Rise defined as bottom of footing to bottom of deck; footing will vary depending Critical Velocity (ft/s): i Live Equation: I Live upon bedrock depth. Equation: I Live ' **Length defined as dimension parallel to stream l Table: County Fair Lane (CF5) - --� McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 99902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the - property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. Revisions: 1.01/15/05: County Comments 12. 02/14/07: County Comments 3.05/14/07: Contractor Updates 4.08/16/07: Final Submission Scale: N/A Date: 12-18-06 Project No.: 0511 Designed: AF,BT,NB Checked: ER, RBM Sheet No.: 39 Of 76 McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 99902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the - property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. Revisions: 1.01/15/05: County Comments 12. 02/14/07: County Comments 3.05/14/07: Contractor Updates 4.08/16/07: Final Submission Scale: N/A Date: 12-18-06 Project No.: 0511 Designed: AF,BT,NB Checked: ER, RBM Sheet No.: 39 Of 76 Sheet No.: 39 Of 76 860 I- I 1W 0 m w 858 NOTES 1. ALL CONSTRUCTION ACTIVITIES ON BRIDGES MUST CONFORM TO THE ARMY CORPS OF ENGINEERS AND DEQ GENERAL PERMIT. IMPACTS FROM CONSTRUCTION MUST BE TEMPORARY ONLY, CONTOURS AFTER CONSTRUCTION MUST BE RESTORED TO THEIR ORIGINAL STATE AS THEY EXISTED BEFORE CONSTRUCTION AND THE AREA MUST BE STABILIZED AS NECESSARY, AS DESCRIBED IN THE PERMIT, CONSULT BIOHABITATS OF RICHMOND (1-804-750-1082) AND MCKEE CARSON (1-434-979-7522) AS NECESSARY, 2. DO NOT USE ANY OF THE DIMENSIONS OR ANY OTHER INFORMATION CONTAINED ON THIS SHEET FOR BRIDGE CONSTRUCTION PURPOSES. SEE SEPARATE SETS OF STRUCTURAL DRAWINGS SUBMITTED BY OLD CASTLE, CON/SPAN AND YORK FOR DIMENSIONS AND CONSTRUCTION INFORMATION. - - \ \ ,I \ \, 1\ \ _ "" \ \ \`, \ \. \ \ \ \ \ \ \ \. - 1 \ 11, \. \ \ \ \\ \\\ \\\ \ \\ \\\ \ _ \ \\ �1-` t ` \' \ \' \ \\ \ \-\' `` ` `--- \ `\ \ \ \ \ ' \ I. \ \ \- \ \ \`\ ._ -_ \ \\, \ \ "I "I \ \ \ \ \ \ \-, I- _ 11 . \ \ \ .,__ \ \ 11 \ -\ \ `b. \ / I N I \ \ ... / - - - - __ - __ --, _... 11 / - \ \ \ o \ /----------- - \ \\ \\ \ \ \ 1-1 \ \. \ ` \ \ \ \ \ `, .\ \ _ \ wq // I f l\ \\ \ 1. \ �\ \1 \\ \\ \ \ \ 1%\ \ \ \ / ! \\. i , \ \ \ \ \ \ \ \ \ \ \ s� \ ` \ \ \ , \ \ \ \ \ \ n1 ' ' \, v \� v r t + \ �, y �aO, \, \\ �\ / ''�,,, s ' v a t ,r�37 .1 1, o �r,, A `v \ r \ v .,: :,., \1. „F Y $ \ \ \ f\ ti \ n '4 4 \ \ \ / i +- A \ \ � � " �N „ v ` V A v _� \ t e q \ \ \ Er \ \ ° \ L. \ \ \ \� \ TW 867.00\ \ �'\ �, s ,\ TW 869.00 ` \ \ vv ` \ / / \\ TW 87i.00 11 \ \ 11 it \ J \ \ s* F ' 1 1 I \ TW\871,00 \ _ i t -- - _ \ \ B W 8�68.00 \ \ ,- s r,_ \ I I \ , - -- \ \ \ r \ I I \ \ \ \ �7 1 1 \, - s I I I \ \ _ --- E , � / 1 I I \ \ \ \ y / I / I I \ \ \ -' / { \ I / ! \ \ / I \. \ \ \ r r1 I I I \ \ \ \, \ \ \ �� / / I \ \ \ i% / \ \ - \ ,, \ • I \ - j \� t / /Ix \\ J! F, , ,\ / / ! \, \ / / J `_ d I 1 , �/ I I / , I I / / \ / / / \ I / / I / / ! i \ \ % / / 11 \ \ i / _1 - / l \ \ / // ! 1 \ \ I 11 _ _ -- - - -- \ \ \ J I ! \• \ / / / _ . _ _` \ / J �\ \ ' // / / / -- ! ! J \ - II I I / / / / i / / /I l I i{ I ! ! ! ! / / J / / I / / / �, f � - . , " Z I " . . , ,� , . � i / / I ■ r" PLAN HIGHTOP DRIVE STA 58+83 TO 59+11 -6" MAX. COVER PROPOSED GRADE . '. --------------------100-YEAR- . UJ - E_gEAR-------0 W---------- ---. rn . EXISTING GRADE ( -- F--------- ---- - 28' SPAN HT-8 OMEGA BRIDGE WITH STRUCTURAL SLAB Rotondo I Oldcastle N.T.S. NOTE: DO NOT USE ANY OF THE DIMENSIONS OR ANY OTHER INFORMATION CONTAINED ON THIS SHEET FOR CONSTRUCTION PURPOSES, SEE SEPARATE SET OF STRUCTURAL DRAWINGS SUBMITTED BY OLD CASTLE FOR DIMENSIONS AND CONSTRUCTION INFORMATION, ......_............:.........:....................;...._....................._....._.._..;_......-----....... ..._. __...... .... ...-..-............ .... ......_.. ...__ I : .... .... I ! 852- ' . 0 20 40 60 80 100 Station (ft) SCALE: 1"=20' Hightop Drive (11T8): This road crosses a perennial stream with a drainage area of approximately 358 acres. The 100 year storm flow is approximately 830 cfs, as determined with the Anderson method. A contraction scour analysis showed scour to a 5 ft depth. The proposed 3-sided bridge with a structural bottom slab (similar to a box culvert) will limit the scour, and in addition will distribute the load more uniformly. Type Pre -cast concrete with abutments Span 28 ft Length** 23 ft Rise' Approx. 10 A Q100 830 cfs Scour depth 5 ft *Rise defined as bottom of footing to bottom of deck **Length defined as dimension parallel to stream Table: Hightop Drive (H'I'8) Contraction Scour . . Channel Input Data Average Depth (ft): 2.72 Approach Velocity (ft/s): 2.28 Br Average Depth (ft): 2.99 BR Opening Flow (cfs): 830.00 BR Top WD (ft): 28.30 Grain Size D50 (mm): 0.43 . Approach Flow (cfs): 830.00 Approach Top WD (ft): 134.00 K1 Coefficient: 0.640 Results Scour Depth Ys (ft): 4.37 Critical Velocity (ft/s): 1.48 Equation: Live . \! ! 1\. ! '� ! ! t\ 11 1i„ I I / / / ! l i s j r j�, t l , I I � i jr. 1y \ \ \ ! \ \ \ I I I / / / // / i / ' �' / / \ \ \ \ \ \ \ ! \ I I lI1 / I 1 �\ \ \ \ \ \ \ \ ; I / / J \ \ \ \ \ \ ! i I /I / / 1 I ryl .1 / \ \! 1V ! \ V A V�! I A 1 ( I J. l I ii J \ I I / / \ \ \ \ \ \ \ - ,-!,".,�,' " d'." � / \ \ \ ! \ \\ \ \ \\ 1 \ I / �' o I 1 / / / / \ i \ \ ` ,� \\ 11l !\ \ � \ \\ \\ \\ 1\\ 1 I' 11 (� - . I j - I (� / // / /r / \ \li 1 l \ \ \ \ \ \ \ \ i i ( / I - I / / / / / \ yv 1 \ \ ! v v V v v v \ V ( l I i , v, 11 ,° F� I I l J J l \ \ 1. \ , \ \ \ \ \ \ \ \ \ 1 I r / 1 ! / l I \ \ \ \ \ \ , 1 / J l \ ! \, \ \ \ \ \ \ \ 1 \ \ / r -- I I / �'' \ ! ! \I \ \ \ \ \ \ \ \\\ •. \ \ r I I / J / J . ! \ \ 1 \ \ \ \ \ \ °\ \ I J / I I J / ! 1 �, \ \ \ \ \\ \ \ \ \ 3 / J i I I J J J \ \ 1 1 \ \ \ \ \ \ \ \ \ \ E / 'r- ` r; / I I I .I / / / / !\ E \ IE ; \� \ \ \\ `\ \ \ \ \ \ 1\ E J {' sZ,` JJ I I I l J \ \ \ \ I �I I I , / J `/ \ \ \ \ \\ \\ \ \\ \ \ \ \\ \\ \.' I I / �I E z" i // / / / / // /, !! 1E 1 ! \ \ \\ \ \ \ �\ \\ ! ; \\ ! i J Ii' ' ,' ,,� , i JJ tt JJ J J !' II 11 \ \ \ ! , 1 1-1 / l / / ! h \ ( / V E\ \\ \ \ \ V A \ \\ �\ \ V E IE I I r ,i`�( s h `' ., / i - ` ", I! / t J // J/ / // ! \ \ \\ \\ \\ 11 \ \ \\ \\ I I s / / /I i / // I / , / ! / /, h vv ! \ \ \ V A vv \ \ V I i I J / j / ,/ / / / J / / / ' \ `• \ \ \ \ \ \� �t, I ( �i / l I / , I / / \ `\ \ \ \ \ \ \\ \\, \ \•\ \\ 1\$ 11 ` ),t '' 1 ,i I / / / J / / / \ \ \ \ \ V A i ) I 1 / / j i / / / / / \ \ \ \ \ \ \� \ n t3r i R 1 ! / ! / / ! / ! / \ \, \ \ \ \ \ \ \ \ \ °s I 1 / �/ / / / / \ \ \ \ \ \ \ \ \ \ y�I IN V I / / // // / ! \ \ \ \ ! \ \ \ \ \ \ !' \\ r11 ' I I 1 / // / / /' I ' / \ \ / / ! /. ;' , I I // / / \ \ \ \ \ \\ \. x - \ C I I I / / / \ \ \\ ,� \\ \ \ \\ \� \\ \ \ \ , I I , II I i I I / I / \ \ \ \ \ \ \ �,\ / / / ( I / / \ \ \ \ \ \ \ \ \ \ , i� ,, // / / / / I I . / / / /' / / / .V A v \ � V \ \ \ \ �e / / / /. / I I l l / J / / / / \ \ \• \ \ \ \ \ \` J /` /i I t l I / / / / - \ \\ \ \ `\ \ i \ \ \ I I I / I / I l / t i / / / / / / /I / \ \ \ \ \ \ ! \ ti� I / HT-9 '�(ORK PILE/ DRI)/EN BRIIPGE/ / ! ! / / ' ! / \ ` \ f 1 / COf k RACTOR M� ST /COC/RDINA E / ! ! / / ! ! / I / ! \ \ \ \\ \ \ ' o \ -J ` I / / // /INSTALLATION OF CO, JCF ET / / ! i / / / ! / / / ! \ \ \ \ \ \ ! �,`�� ! / , .`/ % ABkJTMENTS WITH YOfK B'RID,GE AND ! ! / , i / / ! / / 1 \ \ \ \ \ !' \ ` / / J J;J / GEOTECHNIAL JENG'1NE�R, / ! / / I !/ %' / / ! i' J \ \ \ \\ \ \\ \ \ \ >, ; / / // / //' ABUTMENT INSTALLATION/MUST ,BE tOMPL,�TE/ / // I/ i / / / ,! / J %\ \ \ 'I I \ / I/ / / // BEFORE YORK INST/ALLERS/ ARE MO&ILI4ED./ / i ! / J t 11 \ \11 \ 1 \ \ /` I / // d'' GEOTECHNICAL ENGINEER MAST/ M©NIT'ORj / / ! \ \ \ \ \ I 1 ` / J / !' /// �'' BORING AND INSTALLATION QF ,t'ILS / �' / J ! /' / /I / IJ l 11 \\ \ \\ \ 11 ! 1 t( I •' II ! // %/ /l Jl / l /I / / / / / ; / !! �' / / J / \t \1 I !! 1{ 1 1 � `wll� / i i� / J JJ J/ I J J JJ !! // / / j !! tt I / II; 1 \ \ \ E 1 l _. / ,,;' ` I / / / / / / / / ! / / t ! � / / , / / / / / / t / \ `,\ 1 I M f I I 11 I t J J j !/ JJ ! j// J / 1 / i I ' I 11 ! ,\ ! I I I I I I l ! / //' J ' I / l I I ! `\ t \ I I I ► \ i \ , I I i I I ,/ / ! / ! !' i /� // i / J' !r I / l rl r / 1 I I `I ! o j LI ! J // // J! I l I l 1 I I I J I ! / J I / I \ ! l r I I r ��' I 1 ! I 1 / ! !' / , J' ! /' J I' I / I \ 1 4 1 I I !1. 1 1 IE) / r• ! l / / t l l l I l ! I l \ \ I 1 1 1 a�{ \ i / / J / ! !' ! / l / I / I I / 1 ,/ I ! \ 1 1` / / // / / f ! 1 I/ I I I / , / i' lI {I I i I { l- I , \ \ I // / / // , /! ,, / I ! / / / / I I r / 1 ! 3 f I I \ ` s I /' / /// /' l i l l l ./ l I 11 / I 1 } \ \ ' l / / / / / l / l / i' / I I 1 1-1 t d ,; ; \ \ \ . I / / /// / / / ! / J 11 / / ! , I /l f I b i i \ \ \.\ ! I / / / / / ! JJ i / I / / / J /t J J J ( / I I 1 a 1 \ . \ \ i / / % I ! / / / / ! i I / ! ! ! / / ! I 1 I..., \ \ / / / / l I l I J j' / / / / ! I I - I ` 1 \ \ 11 .li / // / l J/ /J I l l / / ! / �% �/ / it / �. i I 1 \ \\ 1 i // / // / !/ / / / / J ! // r / /! /' / // / / J t / , / t .. .. I \ \ 1 I / / / / I / i / i / // / // / i HIGHTOP DRIVE: HT-9 PILE SUPPORTED TIMBER BRIDGE #1 PLAN HIGHTOP DRIVE STA 76+47 TO 77+22 CONCRETE ABUTMENT DRIVEN TIMBER PILINGS TIMBER DECKING TIMBER RAILING FINISH - GRADE 0 EXISTING _ _ _ _ _ XW 1oo•Y-------- $$ - GRADE - ems- F-Yff�� - - 75' SPAN York Bridge Company NOTE: DO NOT USE ANY OF THE DIMENSI ON THIS SHEET FOR CONSTRUCTION PURP DRAWINGS SUBMITTED BY YORK AND 2J DAN SUGGS FOR DIMENSIONS AND CONST IK • 824 0 T 10 N.T.S. ONS OR ANY OTHER INFORMATION CONTAINED OSES. SEE SEPARATE SET OF 1.) STRUCTURAL CONCRETE ABUTMENT DESIGN SUBMITTED BY RUCTION INFORMATION. Scour RS = 136 40 Station (ft) SCALE: 1"=20' Hightop Drive (HT9): This road crosses a USGS intermittent stream at a sxew. In order I to minimize impact on the stream, a long span is proposed to stretch beyond the width of the US waters. Instead of using abutments, which would require a large length (distance along centerline of stream), piles -were chosen to support the span. The drainage area to this point is approximately 47 acres yielding a 100 year storm flow of 140.5efs, the average of the Rational and Anderson methods. A scour analysis showed that some scour may occur around the piers to a depth of 2.lft; the piers will be much deeper than this. A s>urunary is provided below with more detailed calculations and printouts attached. . Type Wooden deck with pilings Span 75 ft Length* * 21 ft Rise I Approx. 15 ft Q100 1140.5 cfs Scour depth 2.1 ft *Rise from bottom of streambed centerline to bottom of deck : Pier Scour - * *Length defined as dimension parallel to stream . Ali piers have the same scour depth. `fable: Hightop York Bridge (H`f9) IInput Data Pier Shape: I Circulare cylinder Pier Width (ft). 1.00 Grain Size D50 (mm): 0.43000 . Depth Upstream (ft): 4.00 Velocity Upstream (ft(s)• f • 3.38. f : : . ( /I . s I . * . I ...I i . r......- : _ _..r_-... Ki Nose Shape: I 1.00 . Pier Angle: 11 0.00 , Pier.Length (ft): i • 1.00 . K2 Angle Coef: i 1.00 ' K3 Bed.'Cond Coef: I •1.10 . Grain Size D90 (mm): f' : 1.00000 K4 Armouring Coef: 1.00 Results Scour Depth Ys (ft): ' 2.12 • . Froude k I 0.30 . . . Equation: CSU equation 1 Contraction Scour }} �'� 1 . Channel Input Data . '' Average Depth (ft): ' i 1.09 • Approach Velocity (ft/s): ' 6.00 BrAverage Depth (ft):. 1.67 .. BR•Opeding• Flow Scfs)•r, 140.50 • BR'Top WD (ft): i 19.36 Grain Size D50• (mm): 0.43 . Approach Flow (cfs): 140.50. Approach Top WD (ft): ` 21.47 K1 Coefficient: • 0:690 Results .. i Scour Depth Ys-(ft): s 0.00 I' Critical Velocity (ft/s): 1:27 Equation: I ` Live Scale 1"=20' Contour Interval=2' 0 20 40 80 McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. 9 U � �4 g 1- C__) � PI U A ` bQ 1-I �- P i r--I ��: -� 0 W U U o �-) U) CC$ F� Z IQ s U)w W F_ - P4 P4 � � P4 Revisions: 1.01/15/05: County Comments !2.02/14/07: County Comments 13.05/14/07: Contractor Updates 4.08/16/07: Final Submission Scale: N/A Date: 12-18-06 Project No.: 0511 Designed: AF, BT,NB Checked: ER, RBM Sheet No.: 0 INTRODUCTION The Bundoran Farm site is located in the Water Resources Area designated as "Other Rural Lands." The project site is approximately 2,300 acres with the total proposed development totaling approximately 1% of this entire area. Since the proposed development is significantly less in comparison to the overall project site, the post - development runoff is almost equal to the pre -development runoff (see attached stormwater analysis). Thus the proposed development does not require any detention facilities. Also, the removal rate for the proposed development is less than 10%. The removal rate will be addressed by placing a 125 ft stream buffer on either side of the perennial streams and by creating small bioretention areas and grass ditches along the proposed roads. In order to conserve the channel in which culvert outfall, outlet protection is proposed along with a 20 foot easement. Also, soil stabilization matting Treatment-2 is proposed in all the ditches for erosion control measures. PROJECT DESCRIPTION The 2,300 acres of Bundoran Farm comp rise an extraordinary parcel of farmland, forest, orchards, cottages and estates in southern Albemarle County. The proposed development will be a by -right Subdivision with 94 lots and straddling Plank Road (SR-692) west of US-29 South and Edge Valley Road (SR-696) north of Plank Road. This scenic property is familiar to commuters and cyclists and to the agricultural community of Albemarle as the home of the Albemarle County Fair. METHODOLOGY The watersheds are analyzed with the TR-55 method using the Low Impact Development (LID) pervious area connectivity concept (see attached copy of concept taken from Low Impact Development Hydrologic Analysis Manual prepared by Prince George County, Maryland). The curve numbers (CN) for the post -development conditions are calculated with Low Impact Development CN based on connectivity of site impervious areas. The entire site is divided into 3 primary drainage areas. The runoff from drainage areas I and 2 flow into perennial streams through several intermittent streams and ditches while runoff from drainage area 3 flows into an intermittent stream through several ditches. To address water quality in drainage areas 1 and 2, stream buffers of 125 ft are proposed on both sides of perennial streams (as per Design Standards Manual 5-44) in order to achieve required removal rates (see attached stormwater analysis). In drainage area 3, the required removal rate is achieved through the proposed bioretention areas along the road. Also, grass ditches are proposed along the roads which will help enhance the water quality of runoff from the roads. In addition to the analysis above, two sub -drainage areas (IA and IB) have been selected in drainage area 1 to perform a hydrologic analysis at a more micro -level (see attached stormwater analysis). DRAINAGE AREA I This area includes approximately 1465.40 acres of the project site including 57 homesites, 17,500 If of proposed road and 5,064 If of proposed driveways. Water Oualitv-the total Droriosed ilnDervious area in this drainage area is anproximately - I _rr - - - - -.1 10. 1 acres which is approximately 0.7% of the total drainage area. The required removal rate for the proposed development in this drainage area is 4% (see attached BMP computation spreadsheet). A buffer (3,499,760 SF) of 125 ft on either side of perennial stream is proposed in order to achieve this water quality requirement. Because of the road crossings on the proposed buffers (which disturb approximately 86,000 sf of buffer area), extra protected buffers of 95,500 sf are proposed as additional buffer (beyond the 125') along the perennial streams. Grass ditches are also proposed along the roads with Treatment-2 soil stabilization matting which further enhance the water quality. Water Quantity -as mentioned above, the proposed impervious area is only 0.7% of the total drainage area. The pre -development CN is approximately 75.09 while post- develo ment CN is approximately is 75.20. The post -development CN is calculated with P Low Impact Development CN based on the connectivity of site impervious area. The time of concentration for pre -development and post -development is assumed to be same. As per TR-55 analysis, pre -development run off is approximately 5,085 efs while p ost development runoff is approximately 5,103 cfs. Since pre -development and post - development runoff rates are nearly the same, no detention facility is proposed in this drainage area. --------------------------------------------------------------------------- -------------------------------------------------------- -------------------- Short Version BMP Computations For Worksheets 1 -1 Modified Simple Method Plan: Bundoran Farm Water Resources Area: Other Rural Land P�eparer: Braiesh 12-Junl,-0611,1-1.,,",,.,...,,.,-,.,"...-,-,-,"-,,-,,--,-,-.,,.--.,,-�1--�-'ll-�I Project Drainage Area Designation Drainaqe Area I L storm pollutant export in pounds, L (P(Pj)Rv/1 2 C(A)2.72 I Rv mean runoff coefficient, Rv = 0.05 + 0.009(l) Pi small storm correction factor, 0.9 I percent imperviousness P annual precipitation, 43" in Albemarle . ...... A project area in acres in subject drainage area, C pollutant concentration, mg/l or ppm target phosphorus f factor applied to RR v required treatment volume ' in cy, 0.5" over imperv. area A(1)43560(0.5/12)/27 RR required removal , L(post) - f x L(pre) %RR removal efficiency , RRI OO/L(post) jt��Rervious Cover Computation (values in feet & s . ...... .... . ...... 11tern ... .... ..... --------- Area . .. .......... . Area Roads _ Length Width su Length Width S ubtotal 135000 i QVuu --x�,JA 140000 ::1009 1:: ��:i 210000 2100001 4850001 no. th Width no. subtota Width Lepq_ I Driveways ubtotal Lenqth and walks 0 ,i�'.01 0 i 6064 0 r 640 M_ 0� 0 0 4 506 0 Area 4 0, 0 2 Area 3 Area 4 !Area 1 Area 2 Area 3 61 Parl_�inc Lots Area I �e 0 � . ........ a 21", -areas Area I Area 2 su Area I Area 2 subtotal biotal x 0.70 0 x 0.70 Structures Area no. subtotal Area no. subtotal -1���,.�,-,,i,,�,�-.,2,��,�.Ti�.p ... ....... 1 4UU UQy 'IT 0 27 01 141300 30 V, . ...... Area Area ards and cultivated turf 4 1�. .08 16272150.7 0.08 63073221 ti cro Area 5 0 0 0.2 Area Are,a.2.-,.,,,, Area 3 Area I Area 2 Area 3 0 '6ih_eTfm__p_erv`lous Areas 0- 0 ------- ::.go ervious Cover :7 - --------- I(prW I(post) Rv(p T 23,91 New Development (For Development Areas, existinq impervious cover <= 20%)__%� ------ L(post) RR I % RR j Area Type f Rv(pre) L(pre) -'25'63'.'29 1 1438.65 -1124 64 -78%1 Deve op J . .. ....... 7 9. 25.65 AW Drinking Water Watersheds 00o 0.12 693.67 1 ------ ]Land 0 1 oyc 792.77 i 822.09 29.32 1 4%1 Other Rura min. value s Redevelopment.(For Development Areas, existing > 20%) ........ ... .... . ------ --- ...... ...... ..................... R R Area Ty e I (pre)* I Rv r % C (P . .. .... 15/(� Development Area 1 2563.29 1438.65 -868.31 -60 o, )JO 1 0.23 F66�'.�T 129.70 r Watersheds 35 0, %J, % Drinking Wate rother Rural Land 822.09 148.23 �:i� 0.12 792.77 rev. 30 May 2002 DRAINAGE AREA IA This area includes approximately 109 acres of the project site including 7 homesites, 1,700 If of proposed road and 1,500 If of proposed driveways. Water Quality -the total proposed impervious area in this drainage area is approximately 1.4 acres which is approximately 1.3% of the total drainage area. The required removal rate for the proposed development in this drainage area is 6% (see attached BMP computation spreadsheet). A buffer (121,290 SF) of 125 ft on'the side of perennial stream is proposed in order to achieve water quality. Also, grass ditches are proposed along the roads with Treatment-2 soil stabilization matting which further enhance the water quality. Water Quantity -as mentioned above, the proposed impervious area is only 1.3% of the total drainage area. The pre -development CN is approximately 75.04 while post - development CN is approximately is 75.19. The post -development CN is calculated with Low Impact Development CN base'd on the connectivity of site impervious area. The time of concentration for pre-development,and post-devetopment is assumed to be same. As per TR-55 analysis, pre -development run off is approximately 414 efs while post - development runoff is approximately 416 efs. Since pre -development and post - development runoff rates are the same, no detention facility is proposed in this drainage area. Short Version BMP Computations For Worksheets 1 -1 Modified Simple Method Plan: Bundoran Farm Water Resources Area: Other Rural Land Preparer: Braiesh Date: 12-Jun-06 Project Drainage Area Designation Drainage Area I a L st orm pollutant export in pounds, L = [P(Pj)Rv/12 I C(A)2.72 I Rv mean runoff coefficient, Rv = 0.05 + 0.009(l) Pi small storm correction factor, 0.9 I percent imperviousness 13 annual precipitation, 43" in Albemarle ...... . . .... A project area in acres in subject drainage area, C pollutant concentration, mg/I or ppm target phosphorus f factor applied to RR v required treatment volume in cy, 0.5" over imperv. area A(1)43560(0.5/12)/27 RR required removal , L(post) - f x L(pre) %RR removal efficiency, RR1001L(post) ,��,qyer qo�qjpu (yaj - ------- �!e�_in feet & square Iltern - - --------- Area Length Width subtotal Length Width subtotal I Roads - . "I I ___ 7, T 30600 0 01 0 0� 30600 riveways Length Width no. subtotal I Length Width no. and walks mm. G 0 0 0 0 - -- --- ---- - 0 Pz_ �, ,�M �&, 22"". i �rki n"g E"o-t's Area 1 Area 2 Area 3 Area 4 lArea I Area 2 Area 3 Area 4 L _.'11'11"T,�.,� '7�_` r ., - -,7 0 S Area 1 Area 2 Area I Area 2 Isu t t I . ..... . ....... x 0.70 10500 v Z� x 0.70 U 10500 r tures Area no. subtotal Area no. subtotal 14000 F- 0 t b 0 0 14000 Actively -grazed pasture & Area 4 Area i 8 375075.2 �q�_a�Q Itivated turf _4 0.08 379003.21 'y Active crop land Area i Area 0.25 01 x 0.25 LA... 0 'E' A �uiner impervious Areas Area I Are. Aron 9 Aron 'I T 0 0, 01 mpervious Cover � I'(6re I(p6st) v- 0.13 1 6 New Development (For Devel pment Areas, existi 19 impervious'cover <= 20%) C f pre) Rv(pre) L(pre) L(post) R i Area Type 0115 7`7 7.T 0.23 t 53.90 -65.88 i -�75%,, DevelopmentArea _e 35 3-, 44.01 1 2.58 1, ing Water Water�h :6 Drink '0 er Rural Land L i 'I FX 47.35 i 50.30 i 2.9 1- Q%� Oth min. values Redevelopment (For Develop ent Areas, exis; mpervious COVE."E �19.o��) ..... ... . ....... C I f I (pre)* Rv( L(pre) L(post) pre ------ R i % RR Area Type ....... 0.23 15 88.02 -50.49 -57% Dev elopmentArea 03 0.12 41.43 44.01 8.79 �20% Drinking Water Watersheds 10 1 20%, Other Rural n !0. 0.12 47.35 50.30 1 .05 1 rev. 30 May 2002 ------------------ -------------------------------------------------------------------------------------------------------------------------------------- DRAINAGE AREA 1B This area includes approximately 70 acres of the project site including 8 homesites, 1, 150 If of proposed road and 1,300 If of proposed driveways. Water Quality -the total proposed impervious area in this drainage area is approximately 1.04 acres which is approximately 1.4% of the total drainage area. The required removal rate for the proposed development in this drainage area is 8% (see attached BMP computation spreadsheet). A buffer (294,900 SF) of 125 ft on the side of perennial stream tality. Also, grass ditches are proposed along the is proposed in order to achieve water qL roads with Treatment-2 soil stabilization matting which will further enhance the water quality. Water Quantity -as mentioned above, the proposed impervious area is only 1.4 % of the total drainage area. The pre -development CN is approximately 75.14 while post development CN is approximately is 75.43. The post. development CN is calculated as Low -Impacted Development CN based on the connectivity of site impervious area. The time of concentration for pre- development and post -development is assumed to be same. As per TR-55 analysis, pre -development run off is approximately 297 efs while post - development runoff is approximately 300 cfs. Since pre -development and post - development runoff rates are.the same, no detention facility is proposed in this drainage area. ---------------------------------------------------------------------------------------------------------------------------------------------------------- Short Version BMP Computations For Worksheets 1 -1 Modified Simple Method Plan: Bundoran Farm Water Resources Area: Other Rural Land ---- ------ ------ Brajesh Date: 12-Jun-06 Project Drainage Area Designation Drainage Area I b L storm pollutant export in pounds, L [P(Pj)Rv/12 J [ C(A)2.72 Rv mean runoff coefficient, Rv = 0.05 + 0.009(l) Pi small storm correction factor, 0.9 1 percent imperviousness P annual precipitation, 43" in Albemarle A project area in acres in subject drainage area, C pollutant concentration, mg/l or pprn target phosphorus f factor applied to RR V required treatment volume in cy, 0.5" over imperv. area A(1)43560(0.5112)/27 RR required removal , L(post) - f x L(pre) %RR removal efficiency, RRIOO/L(post) !Tpe� ious Cover ComR�!t feet& square et Item pre -development Area I post -development Area d s Length Width subtotal Length Width subtotal Y., - ----- 16100 0 Fig, 0 0 M, 0 0 16100 MT Leng-th,-Width no. subtotal i Length Width no. subtotal and walks "M 1'��_, 0 0 01 ry 0 N� 0 0 0 RL I Parking Lots Area I Area 2 Area 3 rea,�' Area 2 Area 3 Area 4 �P -Z _s Area 1 Area 2 isubtotal lArea I rea 2 Isu otal 2 8 x 0.70 31185 Nq x�RTq �q8 �q8 Area no. subtotal Area- no. subtotal aw, r":,--- o' P % IF 01 g ",1 0 1 0 ..... .. ...... M7 16000 Actively -grazed pasture & Area Area ards and cultivated turf 242169.21 .08 0*08 237804 Active crop land Area Area x 0.25 0 OIL 1 Ar Area 3 Area I Ai7e_a_2'__W�_a_3 M R �7 N 0 . .... 01 01 Impervious Cover I(pre) 1 0. 14 (.. 7__4� 4 . _7 ___ 7q,_j� I New Development (179,�,Rqy2jqpT,!��!t Areas, existing i cover <= 20%) C min. values Redev��Ipp.m�e!jj (fp� Development Areas, existing ious cover > 20 0 T.pery I C f _Ev(pre) I L(pre) L(p'0s't)_' ii___,_Ar6,a_Ty`_ 8 .84 69.68 AVI Development Area Q;11135.1' F Q 65; �`O% 0.13 1 27.50 29.84 Drinking Water Watersheds Q, 01."_�: 0.13 3 .43 7.��C` o Other Rural Land rev. 30 May 2002 DRAINAGE ARE' A 2 This -area includes approximately 591.72 acres of the project site including 28 homesites, 11,100 If of proposed road and 2300 If of proposed driveways. Water Quality -the total proposed impervious areas in this drainage area are approximately 6.1 acres which is approximately 1% of the total drainage area. The required removal rate for the proposed development in this drainage area is 6% (see attached BMP computation spreadsheet). A buffer (1,703,725 SF) of 125 ft on either side of the perennial stream is proposed in order to achieve water quality. Because of the road crossings on the proposed buffers which disturb approximately 151,200 sf of buffer area, extra protected buffers of 176,500 sf are also proposed along the streams. Also, grass ditches are proposed along the roads with Treatment-2 soil stabilization matting which further enhance the, water quality. Water Quantity -as mentioned above, the proposed impervious area is only 1% of the total drainage area. The pre -development CN is approximately 75.12 while post - development CN is approximately is 75.29. The post -development CN is calculated with Low Impact Development CN based on the connectivity of site impervious area. The time of concentration for pre -development and post -development is assumed to be same. As per TR-55 analysis, pre -development run off is approximately 2,132 efs while post - development ninoff is approximately 2,142 efs. Since pre -development and post - development runoff rates are the same, no detention facility is proposed in this drainage area. Short Version BMP Computations For Worksheets 1 -1 Modified Simple Method Water Resources Area: Other Rural Land Plan: Bundoran Farm Pre arer: Braiesh Date: 12-Jun-06 Project Drainage Area Designation Drain�� L storm pollutant export in pounds, L [P(Pj)Rv/12 C(A)2.72 J Rv mean runoff coefficient, Rv = 0.05 + 0.009(l) Pi small storm correction factor, 0.9 I percent imperviousness P annual precipitation, 43" in Albemarle A project area in acres in subject drainage area, C pollutant concentration, mg1l or ppm target phosphorus f factor applied to RR V required treatment volume in cy, 0.5" over imperv. area A(1)43560(0.5/12)/27 RR required removal , L(post) - f x L(pre) %RR removal efficiency, RRIOO/L(post) _IMpe�ious Cover Computation (values in feet & square feet) -------- Item 1,Area 1post-development Area pre -development Roads Length Width subtotal-7 I Length Width subtotal 17 785 4 141300 222 500 0 250 0 0 3090501 D--,r- i_v_ 6 w, -a y 's, _L, _e_ n g t h Widtk in_o subtotal I Length 0 0 land walks C) Q�, 0 0,�',:�E�17�,:. Z:, 0, 0 Area 2 Area 3 Area 4 !,P�ik- -in g--L-ot-s-----,__,L_ Area I Area 2 Area 3 Area 4 [Area I 0 0� L K"I isub Area 1 Area 2 su,- total ... lArea I Area 2 Gravel areas 0 .,Q 23U=X 0 70 16100� MR-1111 1�1�1��,_ u xO.70 U3 subtotal Structures Area no. subtotal Area no. v 56000 OQ%:N -122-00 ........... 68200 0 12200, 0 gg,- Actively-grazed pasture & Area Area led turf J���,,X 0.08 3096710� 4 8 3075445.9 Area Active crop land Area 01 01 ,,Qix 0.25 ?5 Area I Area 2 Area 3 Area I Area 2 Area 3 Areas �Other Impervious 0 i 0 0 . . ............. . - - - - ------ ------- Impervious Cover I(post) V New Development (For Development Areas, existi g impervious cover <= 20%)__-, OX RR rea Type re) L(post) RR I C f I (pre) . ......... . -76%, DevelopmentArea 0. WaterWatersheds 15.07 /31 0 0. 17 A061 Ot er min. values Redevelopment (For Development A�e�as,_exis > 20%) . .. ... .. .. Area Type Tpe!�vlqys,_�.Rye .._ .. .... . ...... .. ............... . ........... . .... . . ....... ..... ... C f I I(pr� re RR % RR 0 6.701 0.9 2 0:X -419.48 q ;-�-59% Deve opment Area 0" Drinking Water Watershe s �Q% 66.34 0.1 Rural Land 06 7581 Other ------- --- - 0.1 rev. 30 May 2002 ------------------------------------------------------------------------------------------------------- I DRAINAGE AREA 3 This area includes approximately 481.30 acres of the project site including 17 homesites, 6,950 If of proposed road and 1,300 If of proposed driveways. Water Qz tality-the total proposed impervious area in this drainage area is approximately 3.4 acres which is approximately 0.7% of the total drainage area. The required removal rate for the proposed development in this drainage area is 4% (see attached BMP computation spreadsheet). Several bioretention areas are proposed in order to achieve the required removal rate. Also, grass ditches are proposed along the roads with Treatment-2 soil stabilization matting which further enhance the water quality. Water Quantity -as mentioned above, the proposed impervious.area is only 0.7% of the total drainage area. The pre -development CN is approximately 75.11 while post - development CN is approximately is 75.24. The post -development CN is calculated with Low Impact Development CN based on the connectivity of site impervious area. The time of concentration for pre -development and post -development is assumed to be same. As per TR-55 analysis, pre -development run off is approximately 1,671 efs while post - development runoff is approximately 1,677 efs. Since pre -development and post - development runoff rates are the same, no detention facility is proposed in this drainage area. Short Version BMP Computations For Worksheets 1 -1 Modified Simple Method Plan: Bundoran Farm Water Resources Area: Other Rural Land Pre rer: Braiesh Date: 12-Jun-06 Project Drainage Area Designation Drainage Area 3 L storm pollutant export in pounds, L = [P(Pj)Rv/12 C(A)2.72 Rv mean runoff coefficient, Rv = 0.05 + 0.009(l) Pi small storm correction factor, 0.9 1 percent imperviousness P annual -precipitation, 43" in Albemarle A= . ... ....... ... . A project area in acres in subject drainage area, C pollutant concentration, mg/l or ppm target phosphorus f factor applied to RR v required treatment volume in cy, 0.5" over imperv. area A(1)43560(0.5/12)/27 RR required removal , L(post) - f x L(pre) %RR removal efficiency, RRIOO/L(post) Impervious Cover Computation (values in feet & square feet [Pre -development rea 1post-development Area Roads Length Width subtotal Length Width subtotal 21600 95000 79800 gnn 0 'TUOQRB',�� 0 V X.�t:� 95000 4� 0 950001 0 1964001 Width no. subtotal lLenqh Width no. subtotal land walks 0 0 0 0 0 0 0 Lots Area I Area 2 Area 3 Area 4 rea 1 Area 2 Area 3 o,.,.*.:.,:..:�'.*--�',":',,.�,,'�,,�',��,,�;61'1��i��,�t'. lGravel areas Area I rea ot TAr-ea T Are a 2 .... . . . . . . . 01x 0.70 01,77", 1360bix 0.70 911 _Sfi 6 -6 U��s Area no. subtotal I Area 34000 3 10751 .... ....... 01 107 350751 01 10751 Avely tA(Al -grazed pasture & Area Area ly�rA� i ........... ........ _�Tg,cultivated turf 0.08 1 16695481 lActive crop land Area Area x 0.25 01 0.25 0 10ther Impervious Areas Area I -Ki;a 3 Area I Area 2 Area 01 ....... .. ... . :< 4 Impervious Cover I(pre) l(P Rv(post) 2029A i New Development (For Development Areas, existi <= 20%) C Rv L(post) RR J % RR Area Type -291.07 �:�750 D velopmentArea 679.58 670'[", 1, Q'0 0.23 388.51 61 e Drinking Water Watersheds 0'35" 0. 3 i 185.84 194.25 8.41 �oj ------------- 2 2.39 222.00 4% Other Rural Land min. values Redevelo !pept(Fo Develop!7,91,?!��e.a�s, existi mpervious cover > 20%) C f I (pre)* Rv(pre) 1 L(pre) L(post) RR I % RR Area Type 0 0`90: -57 ol Development Area 388.51 T 2-2 3., 2 70 r -85 0 194.25 36.29 199 0' 0.13 1 185.84 P D inking Water Watersheds 0 _A 40 li 0 V 9 12.39 1 222.00 41.47 0.13" 2 Y�9r_�ural Land rev. 30 May 2002 SUMMARY Since the proposed 'development is approximately I % of the project site and post -development runoff is approximately the same as pre -development runoff, no detention facilities are required for the development. Also, the removal rate requirement is less than 10%. The removal rate will be addressed with proposed 125 ft stream buffers and some bioretention areas. Also, In order to conserve the channel in which a culvert is outflowing, a 20 foot easement is proposed along the channel upto 100 feet length and or through intermittent stream. Tnhip 1A- nptpntinn (-nmnlinnrp t2h1p DETENTION COMPLIANCE project area. (acres) 2300.0 (roughly equal to limits of disturbance) area detained (acres) N/A o3, > _0 Co F :3 E2 0 0 o. IL 0 _U) _0 0 remarks Un-detained Areas D.A. 1 1815.4 6297.0 6315.0 n/a no detention required D.A. 1 a 108.9 414.0 415.7 n/a no detention required D.A. I b 70 297.4 300.0 n/a no -detention required D.A. 2 891.7 3208.6 3219.2 n/a no detention required 1D.A. 3 1671.3 1677.9 1 n/a Ino detention required APPROVED by the Albemarle County Community Development Department Date 6000,9-r -Zo o-+--- File k, ?D - I-OV (o ----------------------------------------------------------------------------------------------------------------------------------------------------------- McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd, 0 16-1 1:0_7 rT1 U U) 0:3 Revisions: 11 , 01/15/05- County Comments 2.02/14/07: County Comments 3. 05/14/07: Contractor Updates 4. 08/16/07: Final Submission Scale: N/A Date: 12-18-06 Project No.: 0511 Designed: BTAF Checked: RBM, ER �z { 'i7\ „✓ •'! f F i � 13 I aids !+i ,t • b i 00 '�' wr°. � dC t. 4• ,•'``ya�'�u - ., ° �� ter„': air 1 i t+s M ,��'F' , �*••�„y elm 'g ^'; LS i�. „-/ .• .+... ,tlO,S •,.� µ � f"'eqq?S I4,., a , ,{r .%! ��, J'`,J �1.€' +are•.--�...._ �- "rr rsd• � r!�'f/d",'' f f s� • '.,/ � dd ,/ r^' y.• a � jee V • �� �% 3 �h...,. J q 4,� r)) 1 I I O, ,.{aa<-!... (; a�ajl £�.t _�_ •' � "�' �a. --a" �1y� l' k j �, •', 1)J.F'v, l ".\ 5t� L �``' M1�' w,,.. J�' ...,✓, nu... r f R 'ro I 3 t r°r .✓ -.". �� i � � h#1 �",w �` 11\\� •� t; �, ( $ j `§ a✓ •�•1°�,�� 1 \\.{ 9 '•t �4. „b• ,.daa" gYt�/ ! „q �o,t !''' 1 �' tt':., r ` gg i t •• \� 'xb 'a\ q o . >¢fd F-'.� It r �„ y � • J � r � y�Y rr•' ,rr � +>.w � `� 1 �•( ��\�- u ��y,•✓' f• ,✓` € .-"." '> ~�a •.,,y `'�. '°`, ° , `a., ., tit � f � € , •� ",,..+' �99 ,€ \' ' �; ` 3 � � \ ,.,0°tF � �+�'' r'J� i d � r'� t ,e'' $y. +'' „✓ s A0 j!' i A3 f� f J' q '" ru... ,.•>' '+, � z � '0,. ..k .w,.r Y,u' 7�1 fY , 3 � i i �' .,... ,.. •....... 'y � �° � a rr rJ S �1 F e },° y 'S )1...✓. �' ,a ...«', iCl�g � � •a tea,. '� � > ^'r o< gyp° ,r � � F �,,'s� �-' T „P .•.....a � ✓^ �au.n' �- -1 �, �, c'' y;,., _. �..,a� a+, ...,� zF' � .fA �+'''� v 1 d r ^'0 4 _ OL 1� DA I DRAINAGE AREA TIC TIME OF CONCENTRATION 125 FT STREAM BUFFER ON EITHER SIDE OF STREAM EBUF EXTRA PROTECTED STREAM BUFFER DUE TO ROAD CROSSING ON PROPOSED BUFFER CRITICAL SLOPES GREATER THAN 25% EXISTING USGS PERENNIAL STREAM EXISTING USGS INTERMITTENT STREAM BUF STREAM BUFFER SIGN Stream. Buffer Note THE STREAM BUFFERS SHOWN HEREON SHALL BE MANGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE OR IN ACCORDANCE WITH STANDARDS SET FOR OROE PRESERVATION DEDICATED EASEMENTS (TO BE DETERMINED) Drainage Area Summary DRAINAGE AREA ACRES TIME OF CONCENTRATION PROPOSED STREAM BUFFER EXTRA STREAM BUFFER 1 1465.40 16.72 MIN 3,499,760 SF 95,500 SF 1A 109.00 15.10 MIN 121,290 SF — — iB 70.00 11.30 MIN 294,900 SF — — 2 591.72 16.34 MIN 1,703,725 SF 176,500 SF 3 481.30 1 18.27 MIN — — — — ::::::::::::::::::::::BUNIOFZAN .............................. Biofllfer. Summary: (Catu1tion Based.on Rectanulal-.bash)> / '/"' #` �� �• b R ° I Impervious Area to Required Bed Bed Area Provided (sf) e' Name Road Station Filter sf Area sf CFBF1 County Fair 0+50 7600 190 806 (6" Depth) CFBF2 County Fair 11+50 21+00 4000 7280 100 182 404 (6i Depth) 651 (6' Depth) CFBF3 County Fair CPBF1 Carpenter 4+25 5600 140 CPBF2 Carpenter 6+00 5600 140 189 212 1((; CPBF3 Carpenter 55+00 6800 170 rk 1 � t i ► }'fit � � r tr ,... t , '.•... a ! ! d I # 10 I g# ! �! rdl� � lj9�o�„ "`• .... N� ..1 at' IY r F l ��� � ,rF� dAiO' ✓ ... i a.• , .li 1 3 s rpp e� ro 9pGr Scale 1"=600' Contour Interval:10' 0 600 1200 2400 McKEECARSO CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings, All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. Revisions: 1. 01/15/05. County Comments 2.02/14/07: County Comments 3.05/14/07: Contractor Updates 4.08/16/07: Final Submission i Scale: 1" = 600' Date: 12-18-06 Project No.: d511 Designed: BT Checked: ER;RBM In -R L-FE _4L 1 01 Le end I i�ij kkA\ 1%\ WDA DRAINAGE AREA Z� M -W "z"I 125 FT STREAM BUFFER ON EITHER SIDE OF STREAM ij I AN EXTRA PROTECTED STREAM BUFFER DUE TO ROAD CROSSING ON PROPOSED BUFFER EBUF 4, /7 It A EXISTING USGS PERENNIAL STREAM Ez EXISTING USGS INTERMITTENT STREAM Ilk, .1k STREAM BUFFER SIGN '11-J" /I "', BUF —1 a- qRt� 7,_ 4Y."i, Q*� CULVERT V 'M 5 '0 0, . I "Ile 2, DITCH 041"'101"1-111 ;!If il M, I I% J Ilk/ /y, 2— Z A z VA, :--a 'Wrq I f( 1, Z" I 4-1, 5R--. \\J 75 H 4 k 4 v E . T -1 al, 7,1?0111,f(1 RaJil �00 el '1�2 X it 011 OZJV/17,11 wy Q0, 15 Nlw% j '14a R\ C-3 7 Y A, t A6 it a e, K 000", Q�" i6l R, 4ro lop v J, q & /711 �AWnl% Y na wlt rill U ;ie 7 a q al z . 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Ul OPP"— -,A t v so, 1\4 1� X, , I"ilp i q - " , I / " I k "IN hWVX"#, Wo E y, -V 14", .7- :hi t I -0 In, 0 A �"VJZ' N Y6 IJ ivbihli�,, "Vi QI; ,U I Y Q, ='4 bq0 - JA -I/ I" X, � � --' _ -, ,, - I I -,,% , ", - rlg,,�, "'I \N � \ � A X f 9111, 1 It 11' 1 �,;i / / " ." /W A- V', It -A !� k, I ) I- I\ I`- ___ _ ; ,, "FJ '4" It g .&W z;, 'C� A,1; 6 z t OK X W FIT 1,14W M01 X" S=-� A .12 & 04 IV -1 Q 4 vu p IN WU R 4` vr 1-y-S Z a', 1, W ORE V L 60 �M I �11 7 G hf Z z Jon t Y, - 00b .1 AW X 3 20.- A, %1, 15 V Pi" V,V 1"o "ZI T, 114, c I: VA 4 A 3-3 9-F vi V U. 0 1 K (IF .41, 2 11 �oo 219W' "\' I I, I 'r ;W'I �t - _.., 'I - - , "'i / ;",III t, a \i,� A , .. Z, - I J., -,iI kv It % 61 J"Wl .7 1 U ;1AV HTCVA N, a' I? .64 0 '3 0' 0 :3 0 't It It 180 M 41, N� 'Iq ;e4 c /Y R Q % if 75��j % t %,Y�IPO 0> z - / I I, M"%MDA F ft P09iii—, - I, " - �,` E lit 'af" 11.1 1 11. � I � 6- Q; W-V N 4 t V . ..... J 0 .ov "k- Y fill 'N 11 , V J it ol U FO 3 OF Jpq%ii i \��, - _ I ', 2 �CRE -J e 55 q) 0 0 6 .6 0 -0 41 0- I ,, A too 8 �e�_ a'. Jr) z�, NN < 0 2 10 > 'A, A I I S", CFCV2 4.46 A�RE jl� if. c U 4' % A 2 1�.`l 4_ gygOz 9 4 U,,. I Z. N i 180 z 1�'7,8 V % -W , NIN", w. F % " 4 " ? FCV1 V AU V., FY N\ 9r 9 v 900t F�DV P811 ORE 4 oft, O�. HTCV10, 111 .4 1 71 Z ,4 1 Q/'t z 12 3. 4 .2 2 �111 q';' 18 2 0 10, 3 1 z tit Scale 1"=600' Contour Interval:10' 0 600 1200 2400 McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and conseht of either McKee Carson or Field Sport Concepts, Ltd. ,�,�_LTH op -ROBERT B. IVICKEE' NO. 7783 V ;41 1VS'()1VAL ��J pku- - - _.JW-r Revisions: 1. 01/15/05: County Comments 2. 02/14/07: County Comments 3. 05/14/07: Contractor Updates 14. 08/16/07: Final Subn-dssion Scale: 1" = 600' Date: 12-18-06 Project No.: 0511 Designed: BT Checked: ER;RBM 43 Of 76 PRECAST VDOT EW-iPC I 804 -TW 04.25 -802_ \--_-_ { a F brut us1t lcu�i s \ ,; r��'��f £"%i tF t ( II �'r*:\zisr. 2s�. s�', s ?s'<;a.�...s%:tr_..t...�E,,:-t,£r.. fi`?t$r.�<�t.ir"h. r,'isa,�� `�w�1i<,ru..Snt:ti'}r..u.�$'kJp✓_'rst"Y3w.j�F�..,',d..:��Yk'+:ss; ,i �r��s�}s�,��>s'',u�_.`.'l;'�;'�"��.-�:�e25`Y'.frc'�jZ.r,ar'�a29Y. fx.'l'�,"�'r:'ffs�Z��{#Sr`fi+ir�.�i. r£S3FAt•Sy';>d�S,t.t+�.+.io i',.�:��pi�.,r�",s�. W 8 01. 21 52 r '----- lF 4 l r♦ _V 2 L I PRECAST _ VDOT EW- S iPC --• i_.-__-.-- i t' �.G�-; „iR>� �Yt-...Fa���i.>t"r ! :Ssr{..7'fcx�s�,� .',`5tt;i'�J _ c: 3,'•f�.' dY3 rf'�f- �`,� rY ,a � J ,�. -Fa � h �' � a 802 TYV 803.50 BIW 800.50 _ - (5 LB 7'-- ! / 4 L8 5 SF/AA, A _ / 5 0 SF G PV ' / 1 LB VARIABLE WIDTH SWM EASEMENT 5FT WIDE GRASSED WEIR (ECB MATTING) � BLANKET OF QRCSWNSTONE RIP RAP / D60: 6" ee BEGINNIi Er WIDTH: 8' / END WIDTH: 13. jj I,,£•NGTH OF BED j 0' 1.5� / 4" PERFORARATED PVC UNDERDRAIN / e INV OUT 79t ,80 (IN CENTERLINE OF _SWALE) (7�B10FILTER CPBF1 OF CARPENTER ROAD PLAN Scale 1"=20' SCALE 1"=20' Contour Interval=2' 0 20 40 80 1 M IT L151 Notes Description Common Name Quantity Caliper Size Root Comments SHRIIRS CS Cornus stolonifera Red Osier Dogwood e wo d 11 34' B&B 3 al.; uniform branching LB Lindera benzoin S icebush 10 34' B&B 3 al.' uniform branching VD Viburnum dentatum Arrow Wood 4 34' B&B uniform branching GRASSES .3gal., AA A rostis alba Redtop 90 Plus at 18" o.c. min' equally dispersed throu hout biofilter AG Andro 0 on gerardi Blue'oint 90 Plu s at 18" o.c. min • equally dispersed throughout biofilter PV Panicum vir atum Switch Grass 55 Plus at 24" o.c. min,; equally dispersed throughout biofilter Additional Notes: Contractor to verify quantities and report any discrepancies to the Landscape Architect. All plant subsittutions shall be approved by Landscape Architect prior to Installation. BIO-FILTER BED ELV. 803.00 5FT GRASSED WEIR CREST ELV. 804.00 CLEAN -OUT W/ WATERTIGHT CAP (TYP) CLEAN -OUT W/ WATERTIGHT CAP (TYP) TOP ELV 805.00 50% SAND/ 30% TOP .SOIL/ 20% LEAF MULCH 3:1 ;a-}� Y�.. ?r .r' :., s ? (SAND 0.02"-0.04" ASTM ?:: F' I:a ^? -t1 %�r C 33 FINE � r `� ) 'Y r.g. � : � ` SLOPE � � w 7 �. .c^ f kY 5. MAX 25' �l a:J%?• �y .~ . � �• � OR 7CLEAN-WASHED # 8 # 8 l�ji � at rk�? fi/•�« r'�T���'',�Y.;vi�'�'?=afk.�;�5{h� j . , .`y 3' _ STONE 12" o o a y o o NEEDLE -PUNCHED 6" NON -WOVEN GEOTEXTILE FILTER FABRIC LINING ENTIRE BIOFILTER #57 CLEAN -WASHED 4" PERFORATED PVC STONE PIPE rd 1% SLOPE CONNECTED TO DAYLIGHT 4" PERFORATED PVC PIPE fd 1% SLOPE C-33 CONSTRUCTION CONNECTED TO SAND TILLED INTO DAYLIGHT SOIL (OPTIONAL) CROSS SECTION A -A #8 or #78 (REFER SWM PLAN) CLEAN -WASHED STONE NOTES: 1. STRIP OF FILTER FABRIC OVER PIPES TO PREVENT CAVITATION. 2. CONSULT ENGINEER/ LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 3. SEE PLAN VIEW FOR LANDSCAPING PLAN AND SCHEDULE. 4. BIOFILTER TO BE CONSTRUCTED ONLY AFTER SITE HAS BEEN STABILIZED TO THE SATISFACTION OF THE ALBEMARLE COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR. BF1 B10FiLTER 1 DO-043 SECTION -LID Workshop -Culpeper Soil and Water Conservation District N.T.S, ! i •� 1 VARIABLE WIDTH SWM EASEMENT 5FT WIDE GRASSED WEIR (ECB MATTING) 4" PERFORARRTED--P-VE--UNDERDRAIN �.•' .,° I 1 AR i 1 INV OUT 808.80 (IN CENTERLINE OF SWA LE) ; I 2 RIP - - l 6 LB - -: j- :C0 t 3 D 560 SF AA, lAG, PV f} }�':;fir'-`^%#a'7.t �.t,�'4 Ay�n�.�;c�5 ,-•k �? C..��Y, 3�.. Fkb`•i �,l m*a'�s J' s�.i...: �6 �i?' i$y l s., � l / / .: {�cr!.T +P��-"r� : �`��-F"xb� '2" r���,sk.� 6, }��}.1i�r a. *Rw•c• �, ._ �6 / / � 1 r..,+Ss, EE � �...Y� y,.: c° ,a:.jpr�.•'�� t�'r rv€` .r:�r~. t - r>. s r ...J'-�,f . i 1 ': F":•-S�xK*`��i�.."JS :}1F4[`Y �,1,Cp �' �. F.y IY :. Sl.�}' 1 i �iiF" yp�-�u:J.S�l � f i{r � NkC'.i ��"�k., iE�K �.[ ...� .< / 1V l-.ca? .a t; ems; K. . >>� , s. ;.a�� F• {'` .cx.: -cc n: J•r . ,,' , /Fr. *� y � n ,' S ry ..� ._ :J :' ., .� s ��: , c y;. m�. i. r,t:��.. � 2r ; .�r i.?.,i+i':�` � rt :�;r T. �;-.u� �* r. cn:> r-•<-i ,-n�'af;.. 2 ry� i.._ dtfi` �'e� .rs Ts'' u. 9` , �{r ?". _ �s � 3>. i { 7X�'�' � �✓ i. v r §i 7-a.." i -.. � S t , r .:s' .. -�: ..,,vq.,r�.ezEv�..�i...rt.,..,.. f..�:.c:�*�.x_,,._!'_af'22�s,._„�Y .�4 ��}:..'rC� n..rrc ...,; _._,, ai.: .._ 1,.. _u _�s:.... l:r'�.r._..,»z4',"e.f�..�....be._:.r,.7v�',.,�..�.._h.,..�. ,Y,.,v?', _. .a�.,.•,:: �`.s. ,.�.. .-, ::2,:ns• Snu,-.. ... i 1 z ..t s• � .� $ .F � � � s � v � � Et ``tea / �3 jaiP y�i�ti•'ss` �.�r �i yan{iN r �' ryu� �€ / .. .�; 1s �i'"-•�r�i'�'� r��','� ���.c :?��rf �} �sA.f¢� �3�d i,-�tc._� �y3" , '.�Lsni}t n � va ..} -,r rat ro-,'fg,> / f / / �BIOFILTER CPBF2 OF CARPENTER ROAD PLAN 1 WI WILL Ll�� Notes Description TREES Scale 1"=20' SCALE 1"=20' Contour Interval=2' 0 20 40 80 Common Name Quantity Caliper Size Root Comments AR Acer rubrum Red Maple 1 1.75-2" B&B Standard; straight trunk' uniform branching FP Fraxinus pennsylvanica Green Ash 2 1,76-2" B&B Standard: straight trunk' uniform branching SHRUBS CS Cornus stolonifera Red Osier Dogwood 8 34' B&B 3 ja uniform branching LB Lindera benzoin S icebush 6 34 B&B 3 al,' uniform branching VD Viburnum dentatum Arrow Wood 3 34 B&B 3 al,' uniform branching GRASSES AA A rostis alba Redtop 85 Plus at 18" o.c. min,; equally dispersed throughout biofilter AG I Andro 0 on gerardi Blue'oint 85 Plus at 18" o.c. min,; equally dispersed throughout biofilter PV Panicum vir atum Switch Grass 50 Plus at 24" o.c. min' equally dispersed throughout biofilter Additional Notes: Contractor to verify quantities and report any discrepancies to the Landscape Architect. All plant subsittutions shall be approved by Landscape Architect prior to installation, BIO-FiLTER BED ELV. 813.00 5FT GRASSED WEIR CREST ELV, 814.00 CLEAN -OUT W/ WATERTIGHT CAP (TYP) CLEAN -OUT W/ WATERTIGHT TOP ELV CAP (TYP) 815.00 50% SAND/ 30% TOP - -'SOIL/ 20% LEAF MULCH 3:1 1 ` (SAND 0.02"-0.04" ASTM ,r �v 5. 4 • r :: n V�� 4L^r - ./a13:. ���( FINE t: SLOPE ,��' r. �.: �r Y ter.. � � � . 1 �y r r,' MAX 2.5' g > •'rk 3.. J' 41:: a.-f•''uj"Y tV' .%rr• -. ,.-i k�z ?1a:3`f'tyP.^'r:'f 7. Fc• �8 OR #7 CLEAN -WASHED # 8 S r•� u{ „g •5. 3, �t r ,, ; .f�: ..:;�?-�-.�' _ :��3t.; .a,r-... �r-r , � • STONE NEEDLE -PUNCHED 6" NON -WOVEN GEOTEXTILE FILTER FABRIC LINING ENTIRE BIOFILTER #57 CLEAN -WASHED 4" PERFORATED PVC STONE PIPE fa3 1% SLOPE CONNECTED TO DAYLIGHT 4" PERFORATED PVC PIPE fo) 1% SLOPE C-33 CONSTRUCTION CONNECTED TO SAND TILLED INTO DAYLIGHT SOIL (OPTIONAL) CROSS SECTION A -A #8 or #78 (REFER SWM PLAN) CLEAN -WASHED STONE NOTES: 1. STRIP OF FILTER FABRIC OVER PIPES TO PREVENT CAVITATION. 2. CONSULT ENGINEER/ LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 3. SEE PLAN VIEW FOR LANDSCAPING PLAN AND SCHEDULE. 4. BIOFiLTER TO BE CONSTRUCTED ONLY AFTER SITE HAS BEEN STABILIZED TO THE SATISFACTION OF THE ALBEMARLE COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR. B 10 F I LT E R 2 DD-043 B F2SECTION -LID Workshop -Culpeper Soil and Water Conservation District N.T.S.NT i i I ` I I / / i• / ! I i I 'i ► i f / !/ ! VARIABLE WIDTH SWM/EASEMENT 4' WIDE GRASSED WEIR (ECB MATT 1 1 6 VD �y i 1 1, 5 V I I i 1 4 CA_ '' ..t' T 5 I� \ 1 \ , I 1 ti r i 1 , CS 1 1 / 2 , 1 , 4 4 �Cir 1 " PERFOfiARTED PVC i t�'<`;UNDERDRAIN 50 FAA, AG, PV INV OUT 414.80 (IN i i CENTERLINq OF SWALE) \ c. I / I 1 •i I r i / 7/ I I _L I /_ 1 i i -L - ( -/ t t 2 P 41 1 i I I i 1 / 824tr�a M j z4FIrr^�t�az• 3� �'��'� ,-• }`1 i I ✓Yt 6 a r .�, �1 � rat >�3a,�•3�1,.r3, t > �+`,`x o , P4�,n, Ty st,,r'a 'Ata`4T`a' ' ?� '•f'aLY "` .> . aCY+ »e �•: w , z `' t^ .�'` S d y,r f `ix -ems - m, ft}3'� r,` s+,,.,'ri 31' a�:c�, ,sb,. ,.a�y" 1 1 r4 i-"4 v{tii' s a r`t o-s -rT r rsWr �•_gra+`g`3 Y f � r; fi ��g-i ,. tx � ', ` L.A�•-�'�"„'- {� da��� i xrix 1 c itF ?rr�j5 w3 (1 1` i ,s { 9SL ' ryy' x '� --<i fly F Ske .'f i 'i1 3 1✓� �. y. i f �Y'^,l• Yr T.. 1 1 ic�BIOFILTER CPBF3 OF CARPENTER ROAD PLAN Scale 1'=20' SCALE 1"=20' Contour Interval=2' 0 20 40 80 I IUILL L10t, Notes Description Common Name Quantity Caliper Size Root Comments SHRUBS CA Clethra alnifolia Sweet Pepperbush 4 34 B&B 3 gal.l uniform branching CS Cornus stolonifera Red Osier Dogwood 2 34' B&B 3 al.' uniform branching IV Ilex verticillata Winterberr 10 34' B&B 3 al.' full to round' dense folla e VD Viburnum dentatum Arrow Wood 6 34 B&B 3 qal.l uniform branching GRASSES AA A rostis alba Redtop 110 Plus at 18" o.c. min,: equally dispersed throughout biofilter AG Andro 0 on gerardi Blue'oint 110 Plus at 18" o.c. min • equally dispersed throughout biofilter PV Panicum vir atum Switch Grass 65 Plugs at 24" o.c. min,; equally dispersed throughout biofilter Additional Notes: Contractor to verify quantities and report any discrepancies to the Landscape Architect, All plant subsittutions shall be approved by Landscape Architect prior to installation, BIO-FILTER BED ELV, 819.00 4FT GRASSED WEIR CREST ELV. 820.00 CLEAN -OUT W/ WATERTIGHT CAP (TYP) CLEAN -OUT W/ WATERTIGHT CAP (TYP) TOP ELV 821.00 50% SAND/ 30% TOP a: SOIL/ 20% LEAF MULCH 3:1 r 1 (SAND 0.02"-0r04" ASTM r Z 9.' T}4":.0 J� �. `k_ P.J. f �e�+ �+ .>.. 3. C 33 FINE SLOPE fir. 7,kk � _ ��_ ..�. • Y 1fN•Y.: a YS S .a. MAX 25' r> � xr `• ` �3 3 �r Wiz. - . t.. .. t- '-rein .... nk'r . .l.sn ti'• `;�;W:.'r .' ! x -'..-• {^n.. '� - {" wry;:- n ti P..r. `i. l k... [ 4?t #8 OR #7 CLEAN -WASHED :r 3 STONE 8 12" o �, o o NEEDLE -PUNCHED 6" NON -WOVEN GEOTEXTILE FILTER FABRIC LINING ENTIRE BIOFILTER #57 CLEAN -WASHED 4" PERFORATED PVC STONE PIPE fd 1% SLOPE CONNECTED TO DAYLIGHT 4" PERFORATED PVC PIPE fdl 1% SLOPE C-33 CONSTRUCTION CONNECTED TO SAND TILLED INTO DAYLIGHT SOIL (OPTIONAL) CROSS SECTION A -A #8 or #78 (REFER SWM PLAN) CLEAN -WASHED STONE NOTES: 1, STRIP OF FILTER FABRIC OVER PIPES TO PREVENT CAVITATION, 2, CONSULT ENGINEER/ LANDSCAPE ARCHITECT PRIOR TO INSTALLATION, 3. SEE PLAN VIEW FOR LANDSCAPING PLAN AND SCHEDULE. 4. BIOFILTER TO BE CONSTRUCTED ONLY AFTER SITE HAS BEEN STABILIZED TO THE SATISFACTION OF THE ALBEMARLE COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR. BF3 B10FILTER 3 DD-043 B aF3 SECTION -LID Workshop -Culpeper Soil and Water Conservation District N.T.S. i" IcKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the . property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. p,LTH OF B, MCKEE� NO. 7783 .o ,p w� 1 S Cs s r 0 NAL Q Z it ,� r-4 P4C)�►> reun U `./ ct Z W ® U Z a-� P4 Revisions: 1.01/15/05: County Comments 12. 02/14/07: County Comments 3.05/14/07: Contractor Updates 4. 08/16/07: Final Submission Scale: N/A Date: 12-18-06 Project No.: 0511 Designed: BT Checked: RBM, ER Sheet No.: sw-m- BLANKET OF BROWNSTONE RIPRAP / D50: 6"BEG/ ENDNNING WIDTH 12' 6 I l / / 6 /25 THICKNESS OF APRON: 1.5 / LENGTH OF BED: 10' / 1 f VARIABLE WIDTH SWM EASEMENT f PRECAST VDOT EW-iPC TW 689.08 o < B W 685.25 / % , ,' ��ti� h zt'r 'r ur a �t�`�astL' �c �'"�: '*"f� gt• rki x \ ,,,.,, ...•• „_, ) �t4�`�•��YE f.�t � y`2w � �' `� �j` ��� 2 z3' r�'�%�it�y,. \\ i r % r- \ ,' �•3i^ f� �� �fY,� �s'c•49" "5� ;'c ` t ny � ''`� �]'i,�s PG 4$,�" \ / / % S � y . a3 `a<`'� fi 4kj'r rc Y% �"� f�P.� r zr r* •✓''.i i b:..., 0- , fig "*;^ 5, "'' 1S 4 r '� ' � ....-• ....- .-......_.....• \ / 'f t :,t.. y,/^ y a #K/ Sty !4r s3 ,-i:3i^f: •: at:a: "�sc#` root \ \ / 4 r N {f .1 i'"� RL'I'. ,Fik,+'.1„r r¢-.,t.. $„:} _»,r.rr �q,. . tv . z•. �✓ Y , �- ti \ 5 a \\ VDOT . { E' fr •s � it s .z T J kF ;:. i1�) • F,H{ r>�'�.>< r�r'C,, Z ,,�„ e f�',.�v.'z,��e •��+;.`�W,p�7 ',;;-^: \\ / ' �� IN 45 al. x. 9 F / r•. i• A n • r'� z J �� rt r f fir-•' . / r�;. t'rt�'r. RP rJ e'. '11-J,"` :Jt yy4J' ')Y�. f S. •Z''"J m'g \ F BRO FtIPR 1 ..�- , H DRAWI GI S S-� . f 7 / l h „ ✓ i a � 5 D 5 - 1 � 1 / b 6 y x ! S ?F �a DE 4 R'A 6ED WEIR r;r / r N f iJ n N / 331 EC , / -t �n,y5• Y B M T �!G x.! 7 / >,.[�,' ifs• rI / K r ^� 1 AR .3 6 HV I QR '\ r% r VARIABLE WIDTH SWM/EASEMENT / 0 / I / / BIOFILTER CFBF1 OF COUNTY FAIR LANE PLAN Scale 1"=20' SCALE 1"=20' Contour Interval_2' 0 20 40 80 Plant List � I / I BLANKET OF BROWNSTONE RIPRAP I D50: 6" / i I BEGINNING WIDTH: 6' / i ! END WIDTH: 12' / I THICKNESS OF APRON: 1� LENGTH OF BED: 10' / I 20' WIDE DRAINAGE EASEMENT / \ PRECAST VDOT EW-1PC _`___-_ _-___^___ I i / I ' / z s t � � r r x � d / 5 1 � t w f w. r,Q rt 3. .,u' ,^Et,,.LrvF. ✓ . ,f,T r^,f.,s+>.% ar ..'sRC ,i -.� c 'S , +s S� i vV _ 1iHn . L L .��z, v a•z x �.. ,. fi r , i rv. '_'4x'sreF•a• ... ` j'. -- �• r •s � :F fi a f •"r a i, ,$ f t rr �r � r ✓! v' n ,y e t. s . T � U , r. (j s c r .x .tr , w a- s, r t r3, •n r - ti. ' �`�' v r��/r. x s/.. r:V,-. r �- � "`•�,t,?�...., r.:�>,_ rk., ,.t ,,. f -s"• .z�sC' r.�. z. : 1, .1.. :3 K - / 4 :7Ik' - I. nx.,• �. ��`'. 'air �, taS>a /' ti•"3"'f7,s. Ff'i�i: F`i ,.r;w� /' ,• V',tty' #k fsf , ,..r'+�w'7{ S9 : r 3a r�+r+"s f t W J / �'w •i `�:. 'zf': `C' Q,� a�." r� t •�'�3-�'• -� r: _% - - j, / Y!•i;;G .y� £ •r.^wr,aK,y.�*'. r - "�� f+`gk°i ii'Fi FE:,f...r •7"`'' r,,,•• -- --_,__.�'\---•----- v G/ "9 • l .z C) i � i I o .*t?� ..�. ,i. r a x4 ;" a.r, ,.�3y";,x�, h .c:z apt{.* `54`'.s¢- / .!• `/:' ,/:.i; , 6 S C �.. s• �+ Frc .I. z:'. t� i 4 L } v / Q r r .-, , 1 FP 3s �. e �' ,>-. ,' i' „'U 1z�,F •a4'. ,}�`�'- J ,, J / it / % - %/, .,r TT I Y! f ti >,S dv - ..G... i,:.. 8 SF AA V C 5' Y, I / „t 5 HV PRECAST VDOT EW-iPC 1 QR 1 JV E-GRASSED WEIR (ECB MA TING) VARIABLE WIDTH- EASEMENT K�B� BIOFILTER CFBF2 OF COUNTY FAIR LANE PLAN Plant List Scale 1"=20' Contour Interval=2' 0 20 40 80 Notes Description Common Name Quantity Caliper Size Root Comments Notes Description Common Name Quantity Caliper Size Root Comments TF2FFR TREES AR Acer rubrum Red Maple 1 1,75-2" B&B Standard; straight trunk' uniform branching JV Juni erus vir iniana Eastern Red Cedar 1 6-8' B&B Full to round' dense branching OR Quercus rubra Red Oak 1 1,75-2" B&B Standard; straight trunk' uniform branching RP Robinia seudo-acacia Black Locust 1 1,75-2" B&B Standard; straight trunk; uniform branching SHRUBS CS Cornus stolonifera Red Osier Dogwood 7 34' B&B 3 al.' uniform branching HV Hamamelis vir iniana Witch Hazel 6 34' B&B 3 al.' uniform branching IV Ilex verticillata Winterberr 8 3-4' B&B 3 al,; full to round; dense foliage LB Lindera benzoin S icebush 4 34' B&B 3 al,` uniform branching VD Viburnum dentatum Arrow Wood 6 34' B&B 3 al.: uniform branching GRASSES AA A rostis alba Redtop 225 Pius at 18" o.c, min,; equally dispersed throughout biofilter AG Andro 0 on gerardi Blue'oint 225 Plus at 18" o.c. min,; equally dispersed throw hout biofilter PV Panicum vir atum Switch Grass 1 125 1 Plus at 24" o,c, min,: equally dispersed throughout biofilter Additional Notes: Contractor to verify quantities and report any discrepancies to the Landscape Architect. All plant subsittutions shall be approved by Landscape Architect prior to installation. TOP EL 690.0 3:1 SLOPE (MAX) 0-33 CON,✓ , SAND TILLED INTO SOIL (OPTIONAL) CROSS SECTION A -A (REFER SWM PLAN) NOTES: 1. SEE PLAN VIEW FOR LANDSCAPING PLAN 2. CONSULT ENGINEER/ LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 3. BIOFILTER TO BE CONSTRUCTED AFTER SITE IS STABILIZED TO THE SATISFACTION OF THE COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR. 4. SOIL MEDIA TO BE LUCKSTONE BIOFILTER MIX OR EQUIVALENT. 50% SAND/ 30% TOP SOIL/ 20% LEAF MULCH (SAND 0.02"-0.04" ASTM C-33 FINE) #8 OR #78 CLEAN -WASHED STONE NEEDLE -PUNCHED NON -WOVEN GEOTEXTILE FILTER FABRIC LINING ENTIRE BIOFILTER #57 CLEAN -WASHED STONE BIOFILTER 1 (COUNTY- FAIR LANE- Sta. 0+50 SECTION -LID Workshop -Culpeper Soil and Water Conservation District DD-043 N.T.S. AR Acer rubrum Red Ma le 1 1175-2" B&B Standard; straight trunk` uniform branching FP Fraxinus pennsylvanica Green Ash 1 1.75-2" B&B Standard; strai ht trunk; uniform branching JV Juni etrus vir iniana Eastern Red Cedar 1 6-8' B&B ro Full u to ground; dense e se branching QB Quercus bicolor Swamp White Oak 1 1,75-2" B&B Standard` straight trunk; uniform branching QR Quercus rubra Red Oak 1 1,75-2" B&B Standard: straight trunk; uniform branching SHRUBS CS Cornus stolonifera Red Osier Dogwood 9 34' B&B 3 al.` uniform branching HV Hamamelis vir iniana Witch Hazel 5 34' B&B 3 al.: uniform branching IV Ilex verticillata Winterberr 5 34' B&B 3 al,' full to ground,• dense foliage LB I indera benzoin S icebush 6 34' B&B 3 aL' uniform branching GRASSES AA A rostis alba Redtop 1 275 Plus at 18" o.c. min • equally dispersed throughout biofilter AG Andro 0 on gerardi Blue'oint 275 Plus at 18" o.c. min,; equally dispersed throughout biofilter PV Pan' -urn vir atum Switch Grass 165 Plus at 24" o.c. min • equally dispersed throughout biofilter Additional Notes: Contractor to verify quantities and report any discrepancies to the Landscape Architect, All plant subsittutions shall be approved by Landscape Architect prior to installation. TOP EL 715.0 3:1 SLOPE (MAX) C-33 SAND TILLED INTO SOIL (OPTIONAL) CROSS SECTION A -A (REFER SWM PLAN) NOTES: 1. SEE PLAN VIEW FOR LANDSCAPING PLAN 2. CONSULT ENGINEER/ LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 3. BIOFILTER TO BE CONSTRUCTED AFTER SITE IS STABILIZED TO THE SATISFACTION OF THE COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR. 4. SOIL MEDIA TO BE LUCKSTONE BIOFILTER MIX OR EQUIVALENT. 0% SAND/ 30% TOP OIL/ 20% LEAF MULCH SAND 0.02"-0.04" ASTM -33 FINE) 3 OR #78 CLEAN -WASHED TONE EEDLE-PUNCHED ON -WOVEN iEOTEXTILE FILTER FABRIC INING ENTIRE BIOFILTER 57 CLEAN -WASHED TONE BIOFILTER 2 (COUNTY FAIR LANE® Sta. 11+50 SECTION -LID Workshop -Culpeper Soil and Water Conservation District DD-043 N.T.S. BLANKET OF BROWNSTONE RIPRAP D50: 6" \ / BEGINNING WIDTH: 6' END WIDTH: 12' / \ THICKNESS OF APRON: 1.5 \ \ LENGTH OF BED: 10' /.-' � � `` \ \ / % •iN§'t 'k.'k'TYiYt 3'''rd. sg�/>'' r 5"/5: / \ 21JI WIDE SWM EASEMENT / \ \ r ?',.->« \ PRECAST VDOT EW-1PC / /�kr / \ / ,� r �°J ''rC,4{``�'i•f tusl y�?e1'..�ar�3'..:kvi, c]/ 3+1/ :t-sf_5.., \ / / i4 �f T3+`'sku•:', 4z - T.'"Y / L. i r / t°' r ' ,rrEa a r / i Sr � a r� r-f + ' a i � z .- / k YS x. ,f Y / / r S u , it t s� rk r z 1. 0 7 0 j r y• s' M 9 r. ohs a ci V s). S;. :d -s..x'. ' tr" ,'-'•.'L 3 ,li<nt-'' • . I } [Y �eF i t i 'F '\ zYy f r I xs v r 1 R x^ / 5 r ! I I r / l 3 F / r / b 3 f F / ' J I a l Ai Nr 1 I 4 �= �3' t �� G� 1286,, SF AA, AG, PV I /t 1r �- . }fb• . .,per ...nr,� , V . .r ,"/'' %:: , J/ .. / / / a1s{x`.`*r"�',1 cf'�8'�{'. „�.44 �f ' �c • ,� / � �',' ! /' :-`%/� /'!"%J' J% % // ' / / 'r'�/ / EW-iP 1 FP ,xp 733.50{, r -m- i" I zs� L GRASSED EIRi a a 1 QR 4,'y�� r�' (ECB MTIN1 5 IV - I i WIDTH SWM EASE (_C_� BIOFILTER CFBF3 OF COUNTY FAIR LANE PLAN Scale 1"=20' Contour Interval=2' ' 0 20 40 80 Plant List Notes Description Common Name Quantity Caliper Size Root Comments TRFFC FP Fraxinus pennsylvanica Green Ash h 1 1,75-2 B&B Standard' straight trunk` uniform branching OP Quercus phellos Willow Oak 1 1.75-2" B&B Standard: straight trunk• uniform branching Q R Quercus rubra Red Oak 1 1>75-2 „ B&B Standard; straight trunk: uniform branching S to RP _ Robinia seudo-acacia Black Locust 1 1,75-2" B&B Standard; straight trunk: uniform branching SHRUBS HV Hamamelis vir iniana Witch Hazel 7 34' B&B 3 al.: uniform branchin IV Ilex verticillata Winterberr 5 34' B&B 3gal.; full toground; dense foliage LB Lindera benzoin S icebush 5 34' B&B 3 al.: uniform branching BASSES AA A rostis alba Redtop 220 Plus at 18" ox. min,: equally dispersed throughout biofilter AG Andro 0 on erardi Blue'oint 220 Plus at 18" o.c. min,: equally dispersed throw hout biofilter PV Panicum vir atum Switch Grass 125 Plus at 24" o.c. min,: equally dispersed throughout biofilter Additional Notes: Contractor to verify quantities and report any discrepancies to the Landscape Architect, All plant subsittutions shall be approved by Landscape Architect prior to installation. TOP EL 735.0 3:1 SLOPE (MAX) C-33 SAND TILLED INTO SOIL (OPTIONAL) CROSS SECTION A -A (REFER SWM PLAN) NOTES: 1. SEE PLAN VIEW FOR LANDSCAPING PLAN 2. CONSULT ENGINEER/ LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 3. BIOFILTER TO BE CONSTRUCTED AFTER SITE IS STABILIZED TO THE SATISFACTION OF THE COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR. 4. SOIL MEDIA TO BE LUCKSTONE BIOFILTER MIX OR EQUIVALENT. 50% SAND/ 30% TOP SOIL/ 20% LEAF MULCH (SAND 0.02"-0.04" ASTM C-33 FINE) 98 OR #78 CLEAN -WASHED STONE NEEDLE -PUNCHED NON -WOVEN GEOTEXTILE FILTER FABRIC LINING ENTIRE BIOFILTER #57 CLEAN -WASHED STONE BIOFILTER 3 (COUNTY _FAIR LANE- Sta. 21 +00 SECTION -LID Workshop -Culpeper Soil and Water Conservation District DD-043 N.T.S. McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. Q Z Z Fit � ►� � 4 g U ® ,� ai Z w U f� Z 0 rSevisions: 11.01/15/05: County Comments 2.02/14/07: County Comments 3.05/14/07: Contractor Updates 4.08/16/07: Final Submission Scale: N/A Date: 12-18-06 Project No.: 0511 Designed: BT Checked: RBM, ER ' ,�����_� �= -_��_�� ``\� - t/ : ��, - __ ,/ -- I,, ^/��_ ��. �c�� 125 FT STREAM BUFFER ON EITHER SIDE OF STREAM 4 � I � P", , -� EXTRA PROTECTED STREAM BUFFER DUE TO ROAD CROSSING ON PROPOSED BUFFER ��-N:,�11 `��, \�X i� -, - , _1 kK?2= ~'''-^~~`_'~* ,'- EXISTING USGS PERENNIAL STREAM EXISTING USOS INTERMITTENT STREAM INTERMITTENT BUFFER AREA ' 11 Note THE AREA DESIGNATED AS ^Z' ON THE PLAN DOES NOT REQUIRE A BUFFER UNDER COUNTY REGULATIONS. �__� K�?___/4 , I I � y -%%I ,N,�c . � __ I � /_1 �_ — __ — . " ,,� — �_ HOWEVER, THE DEVELOPER AGREES TO PERMANENTLY PROTECT DESIGNATED AREA 'Z' WITH FENQNG AND ,,<<-��_�j�� - "W �5 -�, I/) " " ,,�, , )�� �/ A -,, - �/ �- —.-=- "::_=�: THROUGH DEED RESTRICTIONS. . �K - "A , I % , I , � \ '%� \\\ � .%� I I I \1 ( I � \ t ,- -- - -I � � I. 11 �� lim 1111),I)j / // �_ / .11.1 z �'A - -i t� -, \ %, -, % � ,�_ \, ,,, N -, ,11, \ C3 //I �J I I \ �_ — r— \ � I ,� I ( , � / �� � \�'/^ ^ v.tla��u�� Mitigation �/// NOT TO SCALE 11 . ` ~~ . ` I vp// " ,, If , ,e , / / / <,, ',,,- � ,- "', ) I I 1-1 7�_.111 _/' I. I" — — . , — ,111 - __ ,-..- - ." 1:111,\11:111,1\1"1111 . .-----..--...--...---..--,.-----,-..--------- 'I, .. . ------- — — - , ,/ " , ", — — "I — _" �, " � / %/, �;, ,-,, ,-- - \ 1, .:;� . 11 " ,,I- < - ,--..., " 1:____,1__________ -�,,-.-.:,,,,�.."\","""""":\ , , _.____ ----------- __ ------------------ __ ----------- __ - .. I 1"� I * , ,_�� ."_.- . _ �\' ^ e( , , ,�- -�,- ' /� 7 I 7A ,�, ,�/) /I X ,/, .:�_ , . , . _- , --,, , ,,�,,,,, " .- - -------- I ------ ���,V�"% '�4 i V,'N A I '-Iow'171A 111,7i.'fy .. �1'1 fill - t I- J -,, J1, .., ��4� 1. .. I I L= " ^ . -' � � ! , | / ,/ ,' ' '/ ' / � � ) � \ \IL � � ,/ (�� , "" -, """ - 0 i0it THIS EXHIBIT WAS SUBMITTED TO THE DEPARTMENT AND ENVIRONMENTAL QUALITY ON JULY 20, 2007 FOR PERMIT APPROVAL 8ou|e 1^`600' l� ���� _, , ,�=�^�^���v ~Ar~& OWL,~1 APPROVED by the Albemarle CountyCommunity Development Department ` Contour hntervoNO' 0 600 1200 1 2400 IMcKee Carson and Field Sport Concepts, Ltd. , I reserves its common low copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Spori Concepts, Ltd. UO 4 �: 9 ;�� � *. g �4 r1_-� III .0111101d S 0 . �.d M Cq U 4.4 Revisions: . J. 01/15/05 Comments' 2. 02/14/07: County Comments .O5/14/07Contractor Updates 1 4.00/16/07: Final Submission Date: 12-18-06 Project No.: d511 Designed: BT Checked: ER;RBM no Sheet No.: a VWP General Permit WP4-07-0578 Part I Page 1 of 16 PART I. SPECIAL CONDITIONS. A. Authorized activities. 1. This permit authorizes permanent or temporary impacts of up to two acres of nontidal wetlands or open water and Lip to 1,500 linear feet of nontidal stream bed according to the information provided in the approved and complete application. 2. Any changes to the authorized permanent impacts to surface waters associated with this project shall require either a notice of planned change in accordance with 9 VAC 25-690-80, or another VWP permit application. 3. Any changes to the authorized temporary impacts to surface waters associated with this project shall require written notification to DEQ and restoration to preexisting conditions in accordance with the conditions of this permit authorization. 4. Modification to compensation requirements may be approved at the request of the permittee when a decrease in the amount of authorized surface waters impacts occurs, provided that the adjusted compensation meets the initial authorization compensation goals. 5. The activities authorized for coverage under this VWP general permit must commence and be completed within seven years of the date of this authorization. B. Continuation of coverage. Reapplication for continuation of coverage under this VWP general permit or a new VWP permit may be necessary if any portion of the authorized activities or any VWP general permit requirement (including compensation) has not been completed within seven years of the date of authorization. Notwithstanding any other provision, a request for continuation of coverage under a VWP general permit in order to complete monitoring requirements shall not be considered a new application, and no application fee will be charged. The request for continuation of coverage must be made no less than 60 days prior to the expiration date of this VWP general permit authorization, at which time the board will determine if continuation of the VWP general permit authorization is necessary. C. Overall project conditions. 1. The activities authorized by this VWP general permit shall be executed in a manner so as to minimize adverse impacts on instream beneficial uses as defined in § 62.1-10 (b) of the Code of Virginia. 2. No activity may substantially disrupt the movement of aquatic life indigenous to the water body, including those species which normally migrate through the area, unless the primary purpose of the activity is to impound water. Culverts placed in streams must be installed to maintain low flow conditions. The requirement to countersink does no apply to extensions or maintenance of existing culverts that are not countersunk, floodplain culverts being placed above ordinary high water, culverts being placed on bedrock, or culverts required to be placed on slopes 5.0% or greater. No activity may cause more than minimal adverse effect on navigation. Furthermore the activity must not impede the passage of normal or expected high flows and the structure or discharge must withstand expected high flows. 3. Wet or uncured concrete shall be prohibited from entry into flowing surface waters. Excess or waste concrete shall not be disposed of in flowing surface waters or washed into flowing surface waters. 4. All fill material shall be clean and free of contaminants in toxic concentrations or amounts in accordance with all applicable laws and regulations. 5. Erosion and sedimentation controls shall be designed in accordance with the Virginia Erosion and Sediment Control Handbook, Third Edition, 1992, or for mining activities covered by this general permit, the standards issued by the Virginia Department of Mines, Minerals and Energy that are effective as those in the Virginia Erosion and Sediment Control Handbook, Third Edition, 1992. These controls shall be placed prior to clearing and grading and maintained in good working order to minimize impacts to state waters. These controls shall remain in place until the area is stabilized and shall then be removed. VWP General Permit WP4-07-0578 Part I Page 2 of 16 6. Exposed slopes and streambanks shall be stabilized immediately upon completion of work in each permitted impact area. All denuded areas shall be properly stabilized in accordance with the Virginia Erosion and Sediment Control Handbook, Third Edition, 1992. 7. All construction, construction access (e.g., cofferdams, sheetpiling, and causeways) and demolition activities associated with this project shall be accomplished in a manner that minimizes construction or waste materials from entering surface waters to the maximum extent practicable, unless authorized by this VWP general permit. 8. No machinery may enter flowing waters, unless authorized by this VWP general permit. 9. Heavy equipment in temporarily -impacted wetland areas shall be placed on mats, geotextile fabric, or other suitable material to minimize soil disturbance to the maximum extent practicable. Equipment and materials shall be removed immediately upon completion of work. 10. All nonimpacted surface waters and compensatory mitigation areas within 50 feet of permitted activities and within the project or right-of-way limits shall be clearly flagged or marked for the life of the construction activity at that location to preclude unauthorized disturbances to these surface waters and compensatory mitigation areas during construction. The permittee shall notify contractors that no activities are to occur in these marked surface waters. 11. Temporary disturbances to surface waters during construction shall be avoided and minimized to the maximum extent practicable. All temporarily disturbed wetland areas shall be restored to preexisting conditions within 30 days of completing work at each respective temporary impact area, which shall include reestablishing preconstruction contours, and planting or seeding with appropriate wetland vegetation according to cover type (emergent, scrub/shrub, or forested). The permittee shall take all appropriate measures to promote and maintain revegetation of temporarily disturbed wetland areas with wetland vegetation through the second year post -disturbance. All temporarily impacted streams and streambanks shall be restored to their original contours within 30 days following the construction at that stream segment, and the banks seeded or planted with the same vegetation cover type originally present along the streamsbanks, including supplemental erosion control grasses if necessary, except for invasive species identified on DCR's Invasive Alien Plant Species of Virginia list. 12. Materials (including fill, construction debris, and excavated and woody materials) temporarily stockpiled in wetlands shall be placed on mats or geotextile fabric, immediately stabilized to prevent entry into state waters, managed such that leachate does not enter state waters, and completely removed within 30 days following completion of that construction activity. Disturbed areas shall be returned to original contours, restored within 30 days following removal of the stockpile, and restored with the same vegetation cover type originally present, including supplemental erosion control grasses if necessary, except for invasive species identified on DCR's Invasive Alien Plant Species of Virginia list. 13. Continuous flow of perennial springs shall be maintained by the installation of spring boxes, french drains, or other similar structures. 14. The permittee shall employ measures to prevent spills of fuels or lubricants into state waters. 15. The permittee shall conduct activities in accordance with the time -of -year restrictions recommended by the Virginia Department of Game and Inland Fisheries, the Virginia Marine Resources Commission, or other interested and affected agencies and shall ensure that all contractors are aware. of the time -of -year restrictions imposed. 16. Water quality standards shall not be violated as a result of the construction activities, unless allowed by this permit authorization. 17. If stream channelization or relocation is required, all work in surface waters shall be done in the dry, unless authorized by this VWP general permit, and all flows shall be diverted around the channelization or relocation area until the new channel is stabilized. This work shall be accomplished by leaving a plug at the inlet and outlet ends of the new channel during excavation. Once the new channel has been stabilized, flow shall be routed into the new channel by first removing the downstream plug and then the upstream plug. The rerouted stream flow must be frilly established before construction activities in the old stream channel can begin. VWP General Permit WP4-07-0578 Part I Page 3 of 16 D. Road crossings. 1. Access roads and associated bridges or culverts shall be constructed to minimize the adverse effects on surface waters to the maximum extent practicable. Access roads constructed above preconstruction contours and elevations in surface waters must be bridged or culverted to maintain surface flows. 2. Installation of road crossings shall occur in the dry via the implementation of cofferdams, sheetpiling, stream diversions, or similar structures. E. Utility lines. 1. All utility line work in surface waters shall be performed in a manner that minimizes disturbance, and the area must be returned to its original contours and restored within 30 days of completing work in the area, unless otherwise authorized by this VWP general permit. Restoration shall be the seeding of planting of the same vegetation cover type originally present, including supplemental erosion control grasses if necessary, except for invasive specifies identified on DCR's Invasive Alien Plant Species of Virginia list. 2. Material resulting from trench excavation may be temporarily sidecast into wetlands not to exceed a total of 90 days, provided the material is not placed in a manner such that it is dispersed by currents or other forces. 3. The trench for a utility line cannot be constructed in a manner that drains wetlands (e.g., backfilling with extensive gravel layers creating a french drain effect.). For example, utility lines may be backfilled with clay blocks to ensure that the trench does not drain surface waters through which the utility line is installed. F. Stream modification and stream bank protection. 1. Riprap bank stabilization shall be of an appropriate size and design in accordance with the Virginia Erosion and Sediment Control Handbook, Third Edition, 1992. 2. Riprap apron for, all outfalls shall be designed in accordance with the Virginia Erosion and Sediment Control Handbook, Third Edition, 1992. 3. For stream bank protection activities, the structure and backfill shall be placed as close to the stream bank as practicable. No material shall be placed in excess of the minimum necessary for erosion protection. 4. All stream bank protection structures shall be located to eliminate or minimize impacts to vegetated wetlands to the maximum extent practicable. 5. Asphalt and materials containing asphalt or other toxic substances shall not be used in the construction of submerged sills or breakwaters. 6. Redistribution of existing stream substrate for the purpose of erosion control is prohibited. 7. No material removed from the stream bottom shall be disposed of in surface waters, unless authorized by this permit. G. Dredging. 1. Dredging depths shall be determined and authorized according to the proposed use and controlling depths outside the area to be dredged. 2. Dredging shall be accomplished in a manner that minimizes disturbance of the bottom and minimizes turbidity levels in the water column. 3. If evidence of impaired water quality, such as a fish kill, is observed during the dredging, dredging operations shall cease and the DEQ shall be notified immediately. VWP General Permit WP4-07-0578 Part I Page 4 of 16 4. Barges used for the transportation of dredge material shall be filled in such a manner to prevent the overflow of dredged materials. 5. Double handling of dredged material in state waters shall not be permitted. 6. For navigation channels the following shall apply: a. A buffer of four times the depth of the dredge cut shall be maintained between the bottom edge of the design channel and the channelward limit of wetlands, or it buffer of 15 feet shall be maintained from the dredged cut and the channelward edge of wetlands, whichever is greater. This landward limit of buffer shall be flagged and inspected prior to construction. b. Side slope cuts of the dredging area shall not exceed a two -horizontal -to -one -vertical slope to prevent slumping of material into the dredged area. 7. A dredged material management plan for the designated upland disposal site shall be submitted and approved 30 days prior to initial dredging activity. 8. Pipeline Outtalk and spillways shall be located at opposite ends of the dewatering area to allow for maximum retention and settling time. Filter fabric shall be used to line the dewatering area and to cover the outfall pipe to further reduce sedimentation to state waters. 9. The dredge material dewatering area shall be of adequate size to contain the dredge material and to allow for adequate dewatering and settling out of sediment prior to discharge back into state waters. 10. The dredge material dewatering area shall utilize an earthen berm or straw bales covered with filter fabric along the edge of the area to contain the dredged material, and shall be properly stabilized prior to placing the dredged material within the containment area. 11. Overtopping of the dredge material containment berms with dredge materials shall be strictly prohibited. H. Stormwater management facilities. 1. Stormwater management facilities shall be installed in accordance with best management practices and watershed protection techniques (e.g., vegetated buffers, siting considerations to minimize adverse effects to aquatic resources, bioengineering methods incorporated into the facility design to benefit water quality and minimize adverse effects to aquatic resources) that provide for long-term aquatic resources protection and enhancement, to the maximum extent practicable. 2. Compensation for unavoidable impacts shall not be allowed within maintenance areas of stormwater management facilities. 3. Maintenance activities within stormwater management facilities shall not require additional permit authorization or compensation, provided that the maintenance activities do not exceed the original contours of the facility, as approved and constructed, and is accomplished in designated maintenance areas as indicated in the facility maintenance or design plan. VWP General Permit WPL1-07-0578 Part II Page 5 of 16 Part II. Construction and Compensation Requirements, Monitoring, and Reporting. A. Minimum compensation requirements. 1. The permittee shall provide appropriate and practicable compensation for all impacts meeting the conditions outlined in this VWP general permit. 2. Compensation options that may be considered under this VWP general permit shall meet the criteria in 9 VAC 25-690-70. 3. The site or sites depicted in the conceptual compensation plan submitted with the application shall constitute the compensation site for the approved project. A site change will require a modification to the authorization. 4. For compensation involving the purchase or use of mitigation bank credits or a contribution to an in -lieu fee fund, the permittee shall not initiate work in permitted.impact areas until documentation of the mitigation bank credit purchase or usage or of the fund contribution has been submitted to and received by DEQ. 5. All aspects of the compensation plan shall be finalized, submitted, and approved by the board prior to a construction activity in permitted impact areas. The board shall review and provide written comments on the plan within 30 days of receipt or it shall be deemed approved. The final compensation plan as approved by the board .shall be an enforceable requirement of this VWP general permit authorization. Deviations from the approved plan must be submitted and approved in advance by the board. 6. The final wetlands compensation plan shall include: a. The goals and objectives of the plan in terms of replacement of wetland acreage and functions, by wetland type; b. Location map, including latitude and longitude (to the nearest second) at the center of the site; C. Summary of the type and acreage of existing wetland impacts anticipated during the construction of the compensation site and proposed compensation for these impacts; d. Grading plan with existing and proposed elevations at one -foot or less contours; e. Schedule for compensation site construction, including sequence of events with estimated dates; f. Hydrologic analysis, including a water budget based on expected monthly inputs and outputs that will project water level elevations for a typical year, a wet year, and a dry year; g. Groundwater elevation data for the site, or the location of groundwater monitoring wells to collect these data, and groundwater data for reference wetlands, if applicable; h. Design of water control structures; i. Planting scheme and schedule, indicating plant species, zonation, and acreage of each vegetation type proposed; j. An abatement and control plan covering all undesirable plant species, as listed on DCR's Invasive Alien Plant Species of Virginia list, that includes the proposed procedures for notifying DEQ of their presence, methods of removal, and the control of such species; k. Erosion and sedimentation control plan; 1. A soil preparation and amendments plan addressing both topsoil and subsoil conditions; in. A discussion of structures and features considered necessary for the success of the site; VWP General Permit WP4-07-0578 Part II Page 6 of 16 n. A monitoring plan, including success criteria, monitoring goals and methodologies, monitoring and reporting schedule, and the locations of photographic stations and monitoring wells, sampling points, and, if applicable, reference wetlands; i o. Site access plan; p. The location and composition of any buffers; and q. The mechanism for protection of the compensation area(s). 7. The final stream compensation plan shall include: a. The goals and objectives of the compensation plan in terms of replacement of stream functions and water quality benefits; b. A location map, including latitude and longitude (to the nearest second) at the center of the site; c. An evaluation discussion, and plan sketches of existing conditions on the proposed compensation stream, including the identification of functional and physical deficiencies for which the measures are j proposed, and summary of geomorphologic measurements (e.g., stream width, entrenchment ratio, width - depth ratio, sinuosity, slope, substrate, etc.); I d. The identification of existing geomorphological stream type being impacted and proposed geomorphological stream type for compensation purposes; e. Detailed design information for the proposed restorative measures, including geomorphological measurements and reference reach information as appropriate; f. Riparian buffer plantings, including planting scheme, species, buffer width; g. Livestock access limiting measures, to the greatest extent possible; h. A site access plan; i. An erosion and sedimentation control plan, if appropriate; abatement and control plan covering all undesirable plant species, listed on DCR's Invasive Alien j. An ab p S P p Plant Species of Virginia list, that includes the proposed procedures for notifying DEQ of their presence, methods for removal, and the control of such species; k. A schedule for compensation site construction including projected start date, sequence of events with projected dates, and projected completion date; 1. A monitoring plan, including a monitoring and reporting schedule; monitoring design and methodologies to evaluate the success of the compensation measures, allowing comparison from year to year; proposed proposed success criteria for appropriate compensation measures; location of all monitoring stations including photo stations, vegetation sampling points, survey points, bank pins, scour chains, and reference streams; in. The mechanism for protection of the compensation area; and n. Plan view sketch depicting the pattern and all compensation measures being employed, a profile sketch, and cross-section sketches of the proposed compensation stream. 8. For final wetland or stream compensation plans, the vegetation used shall be native species common to the area, shall be suitable for growth in local wetland or riparian conditions, and shall be from areas within the same or adjacent USDA Plant Hardiness Zone or NRCS Land Resource Region as that of the project site. VWP General Permit WP4-07-0578 Part II Page 7 of 16 9. The final wetland or stream compensation plan(s) shall include a mechanism for protection in perpetuity of the compensation sites(s) to include all state waters within the compensation site boundary or boundaries. Such protections shall be in place within 120 days of final compensation plan approval. The restrictions, protections, or preservations, or similar instrument, shall state that no activity will be performed on the property in any area designated as a compensation area with the exception of maintenance or corrective action measures authorized by the board. Unless specifically authorized by the board through the issuance of a VWP individual or general permit, or waiver thereof, this restriction applies to ditching, land clearing or the discharge of dredge or fill material. Such instrument shall contain the specific phrase "ditching, land clearing or discharge of dredge or fill material" in the limitations placed on the use of these areas. The protective instrument shall be recorded in the chain of title to the property, or an equivalent instrument for government -owned lands. Proof of recordation shall be submitted within 120 clays of final compensation plan approval. 10. All work in impact areas shall cease if compensation site construction has not commenced within 180 days of commencement of project construction, unless otherwise authorized by the board. 11. DEQ shall be notified in writing at least 10 days prior to the initiation of construction activities at the compensation site(s). 12. Planting of woody plants shall occur when vegetation is normally dormant unless otherwise approved in the final wetlands or stream compensation plan(s). 13. Point sources of stormwater runoff shall be prohibited from entering a wetland compensation site prior to treatment by appropriate best management practices. Appropriate best management practices may include sediment traps, grassed waterways, vegetated filter strips, debris screens, oil and grease separators, or forebays. 14. The success of the compensation shall be based on meeting the success criteria established in the approved final compensation plan. 15. Wetland hydrology shall be considered established if depths to the seasonal high water table are equal to or less than 12 inches below ground surface for at least 12.5% of the region's killing frost -free growing season, as defined in the soil survey for the locality of the compensation site or the NRCS WETS table, measured in consecutive days under typical precipitation conditions, and as defined in the water budget of the final compensation plan. For the purpose of this regulation, the growing season is defined as the period in which temperatures are expected to be above 28 degrees Fahrenheit in five out of 10 years, or the period during which the soil temperature in a wetland compensation site is greater than biological zero (five degrees Celsius) at a depth of 50 centimeters (19.6 inches), if such data is available. 16. The wetland plant community shall be considered established according to the performance criteria specified in the final compensation plum and approved by the board. The proposed vegetation success criteria in the final compensation plan shall include the following: a. Species composition shall reflect the desired plant community types stated in the final wetland compensation plan by the end of the first growing season and shall be maintained through the last monitoring year. b. Species composition shall consist of greater than 50% facultative (FAC) or wetter (FAC W or OBL) vegetation, as expressed by plant stem density or areal cover, by the end of the first growing season and shall be maintained through the last monitoring year. 17. Undesirable plant species shall be identified and controlled as described in the undesirable plant species control plan, such that they are not dominant species or do not change.the desired community structure. The control plan shall include procedures to notify DEQ when undesirable plant species comprise greater than 5.0% of the vegetation by areal coverage on wetland or stream compensation sites. The notification shall include the methods of removal and control, and whether the methods are successful. 18. If the wetland or stream compensation area fails to meet the specified success criteria in a particular monitoring year, other than the final monitoring year, the reasons for this failure shall be determined, and a corrective action plan shall be submitted to DEQ for approval with or before that year's monitoring report. The corrective action plan VWP General Permit WP4-07-0578 Part II Page 8 of 16 shall contain at minimum the proposed actions, a schedule for those actions, and a monitoring plan, and shall be implemented by the permittee in accordance with the approved schedule. Should significant changes be necessary to ensure success, the required monitoring cycle shall begin again, with monitoring year one being the year that the changes are complete, as confirmed by DEQ. If the wetland or stream compensation area fails to meet the specified success criteria by the final monitoring year, or if the wetland or stream compensation area has not met the stated restoration goals, reasons for this failure shall be determined and a corrective action plan, including proposed actions, a schedule, and a monitoring plan, shall be submitted with the final year monitoring report for DEQ approval. Corrective action shall be implemented by the permittee in accordance with the approved schedule. Annual monitoring shall be required to continue until two sequential, annual reports indicate that all criteria have been successfully satisfied and the site has met the overall restoration goals (e.g., that corrective actions were successful). 19. The surveyed wetland boundary for the wetlands compensation site shall be based on the results of the hydrology, soils, and vegetation monitoring data and shall be shown on the site plan. Calculation of total wetland acreage shall be based on that boundary at the end of the monitoring cycle. Data shall be submitted by December 31 of the final monitoring year. 20. Herbicides or algicides shall not be used in or immediately adjacent to the wetlands or stream compensation site or sites without prior authorization by the board. All vegetation removal shall be done by manual means, unless authorized by DEQ in advance. B. Impact site construction monitoring. 1. Construction activities authorized by this permit that are within impact areas shall be monitored and documented. The monitoring shall document the preexisting conditions, activities during construction, and post -construction conditions. Monitoring shall consist of one of the following options: a. Photographs shall be taken during construction at the end of the first, second, and third months alter commencing construction, and then every six months thereafter for the remainder of the construction project. Photos are not required during periods of no activity within impact areas. b. An ortho-rectified photograph shall be taken by a firm specializing in ortho-rectified photography prior to construction, and then annually thereafter, until all impacts are taken. Photos shall clearly show the delineated surface waters and authorized impact areas. c. In lieu of photographs, and with prior approval from DEQ, the permittee may submit a written narrative that summarizes site construction activities in impact areas. The narrative shall be submitted at the end of the first, second, and third months after commencing construction, and then every six months thereafter, for the remainder of the construction activities. Narratives are not required during periods of no activity within the impact areas. 2. As part of construction monitoring, photographs taken at the photo stations or the narrative shall document site activities and conditions, which may include installation and maintenance of erosion and sediment controls; surface water discharges from the site; condition of adjacent nonimpact surface waters; flagged nonimpact surface waters; construction access and staging areas; filling, excavation, and dredging activities; culvert installation; dredge disposal; and site stabilization, grading, and associated restoration activities. With the exception of the preconstruction photographs, photographs at an individual impact site shall not be required until construction activities are initiated at that site. With the exception of the post -construction photographs, photographs at an individual impact site shall not be required once the site is stabilized following completion of construction at that site. 3. Each photograph shall be labeled to include the following information: permit number, impact area and photo station number, date and time of the photograph, name of the person taking the photograph, photograph orientation, and photograph subject description. 4. Monitoring of water quality parameters shall be conducted during permanent relocation of perennial streams through new channels in the manner noted below. The permittee shall report violations of water quality standards to DEQ in accordance with the procedures in Part lI E. Corrective measures and additional monitoring may be required McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. o ,-` UROBERT B. MCKEE� NO, 7783 1-�-t Z w Z Z U w F-•a Revisions: 1.01/15/05: Cotmty Comments 2.02/14/07: Cotmty Comments 3.05/14/07: Contractor Updates 4.08/16/07: Final Submission Scale: N/A Date: 12-18-06 Project No.: 0511 Designed: WS, AF, RA, NB Checked: ER, RBM Sheet No VWP General Permit WP4-07-0578 Part If Page 9 of 16 if water quality standards are not met. Reporting shall not be required if water quality standards are not violated. a. A sampling station shall be located upstream and immediately downstream of the relocated channel. b. Temperature, pH and dissolved oxygen (D.O.) measurements shall be taken every 30 minutes for at least two hours at each station prior to opening the new channels and immediately before opening new channels. c. Temperature, pH and D.O., readings shall be taken after opening the channels and every 30 minutes for at least three hours at each station. C. Wetland compensation site monitoring. 1. An as -built ground survey, or an aerial survey provided by a firm specializing in aerial surveys, shall be conducted for the entire compensation site or sites including invert elevations for all water elevation control structures and spot elevations throughout the site or sites. Aerial surveys shall include the variation from actual ground conditions, such as +/- 0.2 feet. Either type of survey shall be certified by a licensed surveyor or by a registered professional engineer to conform to the design plans. The survey shall be submitted within 60 days of completing compensation site construction. Changes or deviations in the as -built survey or aerial survey shall be shown on the survey and explained in writing. 2. Photographs shall be taken at the compensation site or sites from the permanent markers identified in the final compensation plan,'and established to ensure that the same locations and view directions at the site or sites are monitored in each monitoring period. These photographs shall be taken after the initial planting and at a time specified in the final compensation plan during every monitoring year. 3. Compensation site monitoring shall begin on day one of the first complete growing season (monitoring year 1) after wetland compensation site construction activities, including planting, have been completed. Monitoring shall be required for monitoring years 1, 2, 3, and 5, unless otherwise approved by .DEQ. In all cases if all success criteria have not been met in the final monitoring year, then monitoring shall be required for each consecutive year until two annual sequential reports indicate that all criteria have been successfully satisfied. 4. The establishment of wetland hydrology shall be measured during the growing season, with the location and number of monitoring wells, and frequency of monitoring for each site, set forth in the final monitoring plan. Hydrology monitoring well data shall be accompanied by precipitation data, including rainfall amounts either from on site or from the closest weather station. Once the wetland hydrology success criteria have been satisfied for a particular monitoring year, monitoring may be discontinued for the remainder of that monitoring year following DEQ approval. After a period of three monitoring years, the permittee may request that hydrology monitoring be discontinued, providing that adequate hydrology has been established and maintained. Hydrology monitoring shall not be discontinued without written approval from DEQ. 5. The presence of hydric soils or soils under hydric conditions shall be evaluated in accordance with the final compensation plan. 6. The establishment of wetland vegetation shall be in accordance with the final compensation plan. Monitoring shall take place in August, September, or October during the growing season of each monitoring year, unless otherwise authorized in the monitoring plan. 7. The presence of undesirable plant species shall be documented. 8. All wetland compensation monitoring reports shall be submitted in accordance with 9VAC25-690-100 Part II E 6. D. Stream compensation restoration and monitoring. FOR FENCING ONLY) 1. Riparian buffer restoration activities shall be detailed in the final compensation plan and shall include, as appropriate, the planting of a variety of native species currently growing in the site area, including appropriate seed mixtures and woody species that are bare root, balled, or burlapped. A minimum buffer width of 50 feet, measured from the top of the stream bank at bankfull elevation landward on both sides of the stream, shall be required where practical. VWP General Permit WP4-07-0578 Part II Page 10 of 16 2. The installation of root wads, vanes, and other instream structures, shaping of the stream banks, and channel relocation shall be completed in the dry whenever practicable. 3. Livestock access to the stream and designated riparian buffer shall be limited to the greatest extent practicable. 4. Stream channel restoration activities shall be conducted in the dry or during low flow conditions. When site conditions prohibit access from the streambank, heavy equipment shall be authorized for use within the stream channel. 5. Photographs shall be taken at the compensation site from the vicinity of the permanent photo stations identified in the final compensation plan. The photograph orientation shall remain constant during all monitoring events. At a minimum, photographs shall be taken from the center of the stream, facing downstream, with a sufficient number of photographs to view the entire length of the restoration site. Photographs shall document the completed restoration conditions. Photographs shall be taken prior to site activities, during instream and riparian compensation construction activities, within one week of completion of activities, and during at least one day of each monitoring year to depict restored conditions. 6. An as -built ground survey, or an aerial survey provided by a firm specializing in aerial surveys, shall be conducted for the entire compensation site or sites. Aerial surveys shall include the variation from actual ground conditions, such as +/- 0.2 feet. The survey shall be certified by the licensed surveyor or by a registered, professional engineer to conform to the design plans. The survey shall be submitted within 60 days of completing compensation site construction. Changes or deviations from the final compensation plans in the as -built survey or aerial survey shall be shown on the survey and explained in writing. 7. Compensation site monitoring shall begin on day one of the first complete growing season (monitoring year 1) after stream compensation site construction activities, including planting, have been completed. Monitoring shall be required for monitoring years 1 and 2, unless otherwise determined by DEQ. In all cases, if all success criteria have not been met in the final monitoring year, then monitoring shall be required for each consecutive year until two annual sequential reports indicate that all criteria have been successfully satisfied. 8. All stream compensation monitoring. reports shall be submitted in accordance with 9 VAC 25-690-100 Part II E 6. E. Reporting. 1. Written communications required by this VWP general permit shall be submitted to the appropriate DEQ office. The VWP general permit authorization number shall be included on all correspondence. 2. DEQ shall be notified in writing at least 10 days prior to the start of construction activities at the first permitted site authorized by this VWP general permit authorization so that inspections of the project can be planned, if deemed necessary by DEQ. The notification shall include a projected schedule for initiation and completion of work at each permitted impact area. 3. Construction monitoring reports shall be submitted to DEQ no later than the 10th day of the month following the month in which the monitoring event specified in Part II B takes place, unless otherwise specified below. The reports shall include the following, as appropriate: a. For each permitted impact area, a written narrative stating whether work was performed during the monitoring period, and if work was performed, a description of the work performed, when the work was initiated, and the expected date of completion. b. Photographs labeled with the permit number, the photo station number, the photo orientation, the date i and time of the photo, the name of the person taking the photograph, and a brief description of the construction activities. The first construction monitoring report shall include the photographs taken at each impact site prior to initiation of construction in a permitted impact area. Written notification and photographs demonstrating that all temporarily disturbed wetland and stream areas have been restored in compliance with the permit conditions shall be submitted within 30 days of restoration. The post - construction photographs shall be submitted within 30 days of documenting post -construction conditions. VWP General Permit WP4-07-0578 Part If Page 11 of 16 c. Summary of activities conducted to comply with the permit conditions. d. Summary of permit noncompliance events or problems encountered, subsequent notifications, and corrective actions. e. Summary of anticipated work to be completed during the next monitoring period, and an estimated date of construction completion at all impact areas. f. Labeled site map depicting all impact areas and photo stations. 4. DEQ shall be notified in writing within 30 days following the completion of all activities in all permitted impact areas authorized under this permit. 5. DEQ shall be notified in writing at least 10 days prior to the initiation of activities at the compensation site. The notification shall include a projected schedule of activities and construction completion. 6. All compensation monitoring reports shall be submitted annually by December 31, with the exception of the last year of authorization, in which case the report shall be submitted at least 60 days prior to expiration of authorization under the general permit. a. All wetland compensation monitoring reports shall include, as applicable, the following: (1) General description of the site including a site location map identifying photo stations, vegetative and soil monitoring stations, monitoring wells, and wetland zones. (2) Summary of activities completed during the monitoring year, including alterations or maintenance conducted at the site. (3) Description of monitoring methods. (4) Analysis of all hydrology information, including monitoring well data, precipitation data, and gauging data from streams or other open water areas, as set forth in the final compensation plan (5) Evaluation of hydric soils or soils under hydric conditions, as appropriate. (6) Analysis of all vegetative community information, including woody and herbaceous species, both planted and volunteers, as set forth in the final compensation plan. (7) Photographs labeled with the permit number, the name of the compensation site, the photo station number, the photograph orientation, the date and time of the photograph, the name of the person taking the photograph, and a brief description of the photograph subject. This information shall be provided as a separate attachment to each photograph, if necessary. Photographs taken after the initial planting shall be included in the first monitoring report after planting is complete. (8) Discussion of wildlife or signs of wildlife observed at the compensation site. (9) Comparison of site conditions from the previous monitoring year and reference site. (10) Discussion of corrective measures or maintenance activities to control undesirable species, to repair damaged water control devices, or to replace damaged planted vegetation. (11) Corrective action plan, which includes proposed actions, a schedule, and monitoring plan. b. All stream compensation monitoring reports shall include, as applicable, the following: (1) General description of the site including a site location map identifying photo stations and monitoring stations. VWP General Permit WP4-07-0578 Part II Page 12 of 16 (2) Summary of activities completed during the monitoring year, including alterations or maintenance conducted at the site. (3) Description of monitoring methods. (4) An evaluation and discussion of the monitoring results in relation to the success criteria and overall goals of compensation. (5) Photographs shall be labeled with the permit number, the name of the compensation site, the Photo station number, the photograph orientation, the date and time of the photograph, the name of the person taking the photograph, and a brief description of the photograph subject. Photographs taken prior to compensation site construction activities, during instream and riparian restoration activities, and within one week of completion of activities shall be included in the first monitoring report. (6) A discussion of alterations, maintenance, or major storm events resulting in significant change in stream profile or cross section, and corrective actions conducted at the stream compensation site. (7) Documentation of undesirable plant species and summary of abatement and control measures. (8) A summary of wildlife or signs of wildlife observed at the compensation site. (9) Comparison of site conditions from the previous monitoring year and reference site, and as - built survey, if applicable. (10) A corrective action plan, which includes proposed actions, a schedule and monitoring plan. (11) Additional submittals that were approved by DEQ in the final compensation plan. 7. The permittee shall notify DEQ in writing when unusual or potentially complex conditions are encountered which require debris removal or involve potentially toxic substance. Measures to remove the obstruction, material, or toxic substance or to change the location of a structure are prohibited until approved by DEQ. 8. 'I'he permittee shall report fish kills or spills of oil or fuel immediately upon discovery. If spills or fish kills occur between the hours of 8:15 a.m. to 5 p.m., Monday through Friday, the appropriate DEQ regional office shall be notified; otherwise, the Department of Emergency Management shall be notified at 1-800-468-8892. 9. Violations of state water quality standards shall be reported within 24 hours to the appropriate DEQ office. 10. Submittals required by this VWP general permit shall contain the following signed certification statement: "1 certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violation." VWP General Permit WP4-07-0578 Part Ili Page 13 of 16 Part III. Conditions Applicable to All VWP General Permits A. Duty to co m Ply. The permittee shall comply with all conditions of the VWP general permit. Nothing in this VWP general permit shall be construed to relieve the permittee of the duty to comply with all applicable federal and state statutes, regulations, and toxic standards and prohibitions. VWP general permit noncompliance is a violation of the Clean Water Act and State Water Control Law, and is grounds for enforcement action, VWP general permit authorization termination for cause, VWP general permit authorization revocation, or denial of a continuation of coverage request. B. Duty to mitigate. The permittee shall take all reasonable steps to minimize or prevent impacts in violation of the VWP general permit which may have a reasonable likelihood of adversely affecting human health or the environment. C. Reopener. This VWP general permit authorization may be reopened to modify its conditions when the circuustances on which the previous VWP general permit authorization was.based have materially and substantially changed, or special studies conducted by the board or the permittee show material and substantial change since the time the VWP general permit authorization was issued and thereby constitute cause for VWP general permit authorization revocation and reissuance. D. Compliance with state and federal law. Compliance with this VWP general permit constitutes compliance with the VWP permit requirements of the State Water Control Law. Nothing in this VWP general permit shall be construed to preclude the institution of any legal action under or relieve the permittee from any responsibilities, liabilities, or other penalties established pursuant to any other state law or regulation or tinder the authority preserved by § 510 of the Clean Water Act. E. Property rights. The issuance of this VWP general permit does not convey property rights in either real or personal property, or exclusive privileges, nor does it authorize injury to private property or invasion of personal property rights, nor infringement of federal, state or local laws or regulations. F. Severability. The provisions of this VWP general permit authorization are severable. G. Right of entry. The permittee shall allow the board or its agents, upon the presentation of credentials, at reasonable times and under reasonable circumstances to enter the permittee's property, public or private, and have access to, inspect and copy records that must be kept as part of the VWP general permit conditions; to inspect facilities, operations or practices (including monitoring and control equipment) regulated or required tinder the V WP general permit; and. to sample or monitor any substance, parameter or activity for the purpose of.assuring compliance with the conditions of the VWP general permit or as otherwise authorized by law. For the purpose of this section, the time for inspection shall be deemed reasonable during regular business hours. Nothing contained herein shall make an inspection time unreasonable during an emergency. H. Transferability of VWP general permit authorization. This VWP general permit authorization may be transferred to another person by a permittee when all of the criteria listed below are met. On the date of the VWP general permit authorization transfer, the transferred VWP general permit authorization shall be as fully effective as if it had been issued directly to the new permittee. 1. The current permittee notifies the board of the transfer of the title to the facility or property. 0 VWP General Permit WP4-07-0578 Part III Page 14 of 16 2. The notice to the board includes a written agreement between the current and new permittees containing a specific date of transfer of VWP general permit authorization responsibility, coverage and liability to the new permittee, or that the current permittee will retain such responsibility, coverage or liability, including liability for compliance with the requirements of enforcement activities related to the permitted activity. 3. The board does not notify the current and new permittees of its intent to modify or revoke and reissue the VWP general permit authorization within 15 days. I. Notice of planned change. Authorization under the VWP general permit may be modified subsequent to issuance in one or more of the cases listed below. A notice of planned change is not required if the project results in additional temporary impacts to surface waters, provided that DEQ is notified in writing, the additional temporary impacts are restored to preexisting conditions in accordance with Part I C 11 of this general permit, and the additional temporary impacts do not exceed the general permit threshold for use. The permittee shall notify the board in advance of the planned change, and the planned change request will be reviewed according to all provisions of this regulation. 1. The permittee determines that additional permanent wetland, open water, or stream impacts are necessary, provided that the additional impacts are associated with the previously authorized activities in authorized locations within the same phase of development, the cumulative increase in acreage of wetland or open water impacts is not greater than 1/4 acre, the cumulative increase in stream bed impacts is not greater than 100 linear feet, and the additional impacts are fuully compensated. 2. The project results in less .wetland or stream impacts, in which case, compensation requirements may be modified in relation to the adjusted impacts at the request of the permittee, provided that the adjusted compensation meets the initial authorization compensation goals. 3. There is a change in the project plans that does not result in a change in project impacts. 4. There is a change in the mitigation bank at which credits are purchased or used, provided that the same amount of credits are purchased or used and all criteria for use are met, as detailed in 9 VAC 25-210-115 F. 5. Typographical errors need to be corrected. J. VWP general permit authorization termination for cause. This VWP general permit authorization is subject to termination for cause by the board after public notice and opportunity for a hearing. Reasons for termination for cause are as follows: 1. Noncompliance by the permittee with any condition of the VWP general permit authorization; 2. The permittee's failure in the application or during the VWP general permit authorization issuance process to disclose fully all relevant facts or the permittee's misrepresentation of any relevant facts at any time; 3. The permittee's violation of a special or juidicial order; and 4. A determination that the permitted activity endangers human health or the environment and can be regulated to acceptable levels by a VWP general permit authorization planned change or termination for cause. K. VWP general permit authorization termination by consent. This VWP general permit authorization may be terminated by consent when all permitted activities requiring notification under 9 VAC 25-690-50 A and all compensatory mitigation have been completed or when the authorized impa cts will not occur. The permittee shall submit a request for termination by consent within 30 days of project completion or project cancellation. When Submitted for project completion, the termination by consent shall constitute a notice of completion in accordance with 9 VAC 25-210-130. The director may accept this termination of authorization on behalf of the board. The request for termination by,consent shall contain the following information: VWP General Permit WP4-07-0578 Part III Page 15 of 16 1. Name, mailing address and telephone member of the permittee; 2. Name and location of the activity; 3. The VWP permit authorization number; and 4. One of the following certifications: a. For project completion: "I certify under penalty of law that all activities and any required compensatory mitigation authorized by a VWP general permit have been completed. I understand that by submitting this notice of termination I am no longer authorized to perform activities in surface waters in accordance with the VWP general permit, and that performing activities in surface waters is unlawful where the activity is not authorized by a VWP permit. I also understand that the submittal of this notice does not release me from liability for any violations of this VWP general permit authorization." b. For project cancellation: "I certify under penalty of law that the activities and any required compensatory mitigation authorized by this VWP general permit will not occur. I understand that by submitting this notice of termination I am no longer authorized to perform activities in surface waters in accordance with the VWP general permit, and that performing activities in surface waters is unlawful where the activity is not authorized by a VWP permit. I also understand that the submittal of this notice does not release me from liability for any violations of this VWP general permit authorization, nor does it allow me to resume the permitted activities. without reapplication and reauthorization." c. For events beyond permittee control, the permittee shall provide a detailed explanation of the events, to be approved by DEQ, and the following certification statement: "I certify under penalty of law that the activities or the requi.red compensatory mitigation authorized by a VWP general permit have changed as the result of events beyond my control (see attached). I understand that by submitting this notice of termination I am no longer authorized to perform activities in surface waters in accordance with the VWP general permit, and that performing activities in surface waters is unlawful where the activity is not authorized by a VWP permit. I also understand that the submittal of this notice does not release me from liability for any violations of this VWP general permit authorization, nor does it allow me to resume the permitted activities without reapplication and reauthorization." L. Civil and criminal liability. Nothing in this VWP general permit shall be construed to relieve the permittee from civil and criminal penalties for noncompliance. M. Oil and hazardous substance liability. Nothing in this VWP general permit shall be construed to preclude the institution of legal action or relieve the permittee from any responsibilities, liabilities, or penalties to which the permittee is or may be subject tinder § 311 of the Clean Water Act or p §§ 62.1-44.34:14 through 62.1-44.34:23 of the State Water Control Law. N. Duty to cease or confine activity. It shall not be a defense for a permittee in an enforcement action that it would have been necessary to halt or reduce the activity for which a VWP permit has been granted in order to maintain compliance with the conditions of the VWP permit. O. Duty to provide information. 1. The permittee shall furnish to the board any information which the board may request to determine whether cause exists for modifying, revoking and reissuing and terminating the VWP permit authorization, or to determine compliance with the VWP permit authorization. The permittee shall also furnish to the board, upon request, copies of records required to be kept by the permittee. VWP General Permit WP4-07-0578 Part III Page 16 of 16 2. Plans, maps, conceptual reports and other relevant information shall be submitted as required by the board prior to commencing construction. P. Monitoring and records requirements. 1. Monitoring of parameters, other than pollutants, shall be conducted according to approved analytical methods as specified in the VWP permit. Analysis of pollutants will be conducted according to 40 CFR Part 136 (2000), Guidelines Establishing Test Procedures for the Analysis of Pollutants. 2. Samples and measurements taken for the Purpose of monitoring shall be representative of the monitored activity. re cords 3. The permittee shall retain records of all monitoring information, including all calibration and maintenance ec and all original strip chart or electronic recordings for continuous monitoring instrumentation, copies of all report s required by the VWP permit, and records of all data used to complete the application for the VWP permit, for a period of at least three years from the date of the expiration of a granted VWP permit. This period may be extended by request of the board at any time. 4. Records of monitoring information shall include, as appropriate: a. The date, exact place and time of sampling or measurements; b. The name of the individuals who performed the sampling or measurements; c. The date and time the analyses were performed; d. The name of the individuals who performed the analyses; e. The analytical techniques or methods supporting the information such as observations, readings, calculations and bench data used; f. The results of such analyses; and g. Chain of custody documentation. Q. Unauthorized discharge of pollutants. Except in compliance with this VWP general permit, it shall be tmlawf ul for the permittee to: 1. Discharge into state waters sewage, industrial wastes, other wastes, or any noxious or deleterious substances; 2. Excavate in a wetland; 3. Otherwise alter the physical, chemical, or biological properties of state waters and make them detrimental to the public health, to animator aquatic life, to the uses of such waters for domestic or industrial consumption, for recreation, or for other uses; or 4. On and after October 1, 2001, conduct the following activities in a wetland: a. New activities to cause draining that significantly alters or degrades existing wetland acreage or functions; b. Filling or dumping; c. Permanent flooding or impounding; or d. New activities that cause significant alteration or degradation of existing wetland acreage or functions. McKEECARSO CONSULTING ENGINEERS LANDSCAPE ARCHITECTS �I LAND PLANNERS 301 EAST HIGH STREET CHARLOTIESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. ALTH OF -ROBERT B. MCKEE" NO, 7783 �O 4�5 SsjONAL - W gill i- -.-- w I� Revisions: 1.01/15/05: County Comments 2.02/14/07: County Comments 3.05/14/07: Contractor Updates 4.08/16/07: Final Submission Scale: N/A Date: 12-18-06 Project No.: 0511 Designed: WS AF RA NB Checked: ER, RBM mmmammoma Sheet No.: PMT 48 Of 76 DEPARTMENT OF THE ARMY NORFOLK DISTRICT, CORPS OF ENGINEERS FORT NORFOLK, 803 FRONT STREET NORFOLK, VIRGINIA 23510-1096 REPLY TO MTENTION OF: July 24, 2007 Western Virginia Regulatory Section Central Virginia Field Office 444 Abby Lane Howardsville, Virginia 24562 RE: 2007-00758 (Middle Branch, South Branch, and tributaries) Permittee: Bundoran Farms Edge Valley Preservation Attn: David Hamilton 5473 Plank Road North Garden, VA 22959 Agent: Biohabitats of Virginia, Inc. Attn: Anne Pinion Post Office Box 29540 Richmond, Virginia 23242-0540 Dear Mr. Hamilton: Based on our review of your permit application for construction of a mixed use residential and agricultural community, designed to preserve the cultural integrity of the area, we have determined that'it qualifies for the Residential, Commercial, or Institutional Development Activity of the Norfolk District's State Program General Permit, Category C (SPGP). The activity will impact a total of 0.056 acre of emergent/scrub shrub wetlands and approximately 1,086 linear feet of streams. Provided you adhere to the general and special conditions of the SPGP (Enclosed) and the following special conditions for compensatory mitigation of unavoidable impacts to waters of the U. S. and special conditions resulting from coordination with the State Historic Preservation Officer (SHPO) (Virginia Department of Historic Resources), no additional Corps permit will be required: SPECIAL CONDITIONS: 1. The applicant will provide compensatory mitigation for the proposed impacts to jurisdictional waters of the U. S. through on site enhancement of approximately 0.34 acre of emergent and scrub shrub wethuids and on site preservation of 6,675 linear feet of stream channels, as stipulated and approved by the Virginia Department of Environmental Quality in the V WP permit WP4-07-0578. The conditions of the V WP, including compensatory mitigation for work authorized in jurisdictional waters of the U. S. (including streams and wetlands) becomes a part of the conditions of this permit. 2. The specific land use protections of the Plat, the Declaration, and the Farmbelt/Greenbelt Easements, which samples were submitted to this office on July 18, 2007, must be appropriately recorded at the County of Albemarle and proof of recordation must be provided this office prior to beginning work in jurisdictional waters of the U.S. 3. Adequate screening will be continued by the permittee in order to preserve the viewshed of the Crossroads Tavern, a property recommended eligible for listing or is listed on the National Register of Historic Places. Any proposed land disturbance/grading for the purpose of additional commercial or residential development, commercial timbering, or other activity outside the currently proposed development plan, which may negatively affect the current screening may result in re -initiation of consultation with the SHPO. As long as your project complies with both the general and special conditions of the SPGP, no additional authorization is required. Your authorization to perform work in waters of the U.S. under the SPGP expires on August 2, 2010. If you find you need more time to complete the authorized activity, you should submit your request for a time extension to this office for consideration at least one month before the above date is reached. If you have any questions, please contact Nora Iseli at (434) 263-7705 or by e-mail at nora.m.iseli@ulsace.army.mil. Sincerely, For Michael Schwinn Chief,Western Virginia Regulatory Section Enclosure Copies Furnished via email: Virginia Department of Environmental Quality, Harrisonburg Virginia Department of Historic Resources, Richmond 2 CENAO-TS-G U.S. Army Corps Fort Norfolk, 803 Front Street Of Engineers Norfolk, Virginia 23510-1096 (m] Norfolk District SPGP-01 Effective Date: August 2, 2005 Expiration Date: August 2, 2010 Authorized Activities: The discharge of dredged and/or fill material in nontidal waters of the United States associated with residential, commercial and institutional developments and linear transportation projects within the geographical limits of the Commonwealth of Virginia under the regulatory jurisdiction of the Norfolk District, Corps of Engineers (Corps) that have minimal individual and cumulative impacts and meet the terms and conditions outlined herein. The use of this State Program General Permit (SPGP) shall be restricted to those projects that have first avoided and minimized impacts to waters of the United States, including wetlands, to the maximum extent practicable. The Clean Water Act Section 404(b)(1) guidelines state that no discharge of dredged or fill material shall be permitted if there is a practicable on -site alternative to the proposed discharge that would have less adverse impact on the aquatic ecosystem, so long as the alternative does not have other significant adverse environmental consequences. The people of the Commonwealth of Virginia are hereby authorized by the Secretary of the Army and the Chief of Engineers pursuant to Section 10 of the Rivers and Harbors Act of 1899 (33 U.S.C. 403) and Section 404 of the Clean Water Act (33 U.S.C. 1344) to perform the aforementioned work in nontidal waters and wetlands of the Commonwealth as described herein. The Corps' authority and guidance to develop general permits is contained in 33 U.S.0 1344(e) and 33 CFR 325.2(e)(2), 33 CFR 325.3(b), and Corps Regulatory Guidance Letter 83-7. For any Residential, Commercial, or Institutional Development Activity (projects involving the dividing of a tract of land into smaller parcels for the purpose of selling, conveying, transferring, leasing or developing, or involving the combining of parcels into a larger tract) or non -Virginia Department of Transportation linear transportation projects covered by this SPGP, a proponent must first obtain a Corps confirmed delineation of all State and Federal waters and wetlands on the property either at the time of the field review or at a later date, but prior to the submission of a permit application. A Corps confirmed delineation is not required for Virginia Department of Transportation Linear Transportation projects. (These projects must adhere to a separate, but similar, procedure.) To obtain a Corps confirmed delineation, the following information must be submitted to the Corps: 1. the names and addresses of the project proponent and landowner; 2. an 8 %2" by 11 copy of the appropriate U.S.G.S. quadrangle map with the property boundaries clearly indicated and the site survey/property plat; 3. a wetland delineation map (prepared in accordance with the Corps 1987 wetland delineation manual and subsequent applicable guidance) that includes handwritten or typed wetland delineation data sheets for each vegetative community. The wetland delineation map will include transect lines along with a sufficient number of data points to document the proposed nontidal waters and wetland boundary; 4. data points up and down slope of the location of the wetland or waters boundary; 5. the proposed nontidal wetland and waters boundaries must be flagged in the field and the flags must be numbered; 6. a distinction between the wetlands and other waters (streams, etc.) and the total acreage of wetlands and linear feet of stream on the property should be noted on the drawing; 7. a soils map, soil series names of mapped soils on site, and an indication if they are hydric or have hydric inclusions; and 8. if the delineation is amended, the revised delineation map should include a revised date. Each request for a confirmed delineation will be assigned to a Corps project manager. At the time of the delineation site review, the Corps project manager will provide advice to ' 'mize an d compensate for unavo idable able the project proponent on measures to avoid, minimize, p impacts to State and Federal jurisdictional waters and wetlands. The project manager's advice can be more specific if the project proponent shares available information on the project's purpose, any preliminary plans, and on -site and off -site alternatives considered. Prior to the field review of the delineation, the Corps project manager will check the Virginia Department of Conservation and Recreation's Database for any federally designated or proposed critical habitat or federally listed or proposed threatened or endangered species and the Virginia Department of Historic Resources' Data Sharing System for any known historic properties located on the project site. This avoidance, minimization, and compensation advice and the results of the database searches will be included in the Corps' delineation confirmation letter. (If agreement is reached in the field or the changes are minor, the Corps project manager will provide a confirmation of delineation at the time of the site Visit subject to receiving a revised wetland delineation map.) 1. RESIDENTIAL COMMERCIAL AND INSTITUTIONAL DEVELOPMENT ACTIVITIES Category A: Discharges of dredged and/or fill material associated with residential, commercial, and institutional projects causing the loss (e.g., filling, excavating, flooding, drainage, or placed in pipes or other water conveyances) of not more than 1/10 acre of . 2 nontidal wetlands or certain waters (e.g., lakes, ponds and other non -linear systems) or the filling, flooding, excavation, or placement in pipes or other water conveyances of not more than 300 linear feet of stream bed unless otherwise excluded by the SPGP. (Linear transportation activities not directly associated with residential, commercial, and institutional developments cannot be authorized under the Residential, Commercial and Institutional Development Activity. However, they may qualify under the Linear Transportation Project Activity.) Category B: Discharges of dredged and/or fill material associated with residential, commercial, and institutional projects causing the loss (e.g., filling, excavating, flooding, drainage, or placed in pipes or other water conveyances) of not more than %2 acre of nontidal wetlands or certain waters (e.g., lakes, ponds and other non linear systems) or the filling, flooding, excavation, or placement in pipes or other water conveyances of not more than 300 linear feet of stream bed unless otherwise excluded by the SPGP. (Linear transportation activities not directly associated with residential, commercial, and institutional developments cannot be authorized under the Residential, Commercial and Institutional Development Activity. However, they may qualify under the Linear Transportation Project, Activity.) For Category A and B impacts, no additional authorization will be required from the Corps provided: 1. The applicant submits one (1) copy of the pertinent portions of the Joint Permit Application, three (3) drawings with a scale no smaller than 1" =200' and one (1) 8 1/z" by I I" drawings (with match lines if needed) to the appropriate Corps office. The applicant also submits one (1) copy of the pertinent portions of the Joint Permit Application, one (1) copy of the large- scale drawings and one (1) copy of the 8 %2" by I I" drawings to the appropriate DEQ office and the Virginia Marine Resources Commission. These drawings must show the Corps' confirmed limits of all waters, including streams, lakes, and ponds and wetlands and the extent of proposed impacts to waters and wetlands. The vicinity map (a U.S.G.S. quadrangle sheet) and the drawings must also show the location of all federally designated or proposed critical habitat or listed or proposed threatened or endangered species and all known historic properties. The Corps will determine if they need to coordinate the project with either the Fish and Wildlife Service or the Virginia Department of Historic Resources due to the effects on federally listed species or historic -properties. The extra copies of the drawings will be used for this coordination, if required. Note: If the Corps determines that the proposed impacts exceed the limits authorized tinder this category or the project will affect any federally designated or proposed critical habitat or listed or proposed threatened or endangered species *and/or a known historic property, the Corps will advise 3 the applicant of the required consultation process that must be conducted before any SPGP verification can be issued. 2. DEQ determines the proposed work satisfies the requirements of their regulations (including incorporation of all appropriate and practicable avoidance and minimization and appropriate compensatory mitigation) and 'the conditions of one of their general permits or an individual permit and issues the appropriate DEQ permit or permit authorization; and 3. the work satisfies all of the general and special conditions listed below. The DEQ's permit or permit authorization will include a statement that the work satisfies the conditions of the Corps' SPGP-01. Category C: Discharges of dredged and/or fill material associated with residential, commercial, and institutional projects causing the loss (e.g., filling, excavating, flooding, drainage, or placed in pipes or other water conveyances) of not more than 1 acre of nontidal wetlands or certain waters (e.g., lakes, ponds and other non linear systems) or the filling, flooding, excavation, or placement in pipes or other water conveyances of not more than 2000 linear feet of stream bed unless otherwise excluded by the SPGP. (Linear transportation activities not directly associated with residential, commercial, and institutional developments cannot be authorized under this Activity. However, they may qualify under Linear Transportation Projects Activity.) The applicant must submit three (3) copies of the pertinent portions of the Joint Permit Application, four (4) drawings with a scale no smaller than 1"=200', and one (1) copy of ,� off ice the 81/2 by 11 drawings (with match lines, if needed) to the appropriate Corps of The applicant submits one (1) copy of the pertinent portions of the Joint Permit Application, one (1) copy of the large-scale drawings, and one (1) copy of the 8 %2" by 11" drawings (with match lines, if needed) to the appropriate DEQ office and the Virginia Marine Resources Commission. The extra copies of the application and drawings will be used by the Corps to coordinate the project with the Fish and Wildlife Service, the Environmental Protection Agency, and the Virginia Department of Historic Resources, as needed. Complete Application: The Corps will not consider an application to be complete until the following information is submitted and the aforementioned copies are provided: 1. A completed Joint Permit Application along with all the pertinent appendices and drawings and the proper number of copies of each as outlined above; 2. A description of the avoidance and minimization measures incorporated into the project plans, an explanation of why additional measures could not be incorporated to further minimize impacts, and the proposed plan to compensate for any unavoidable permanent impacts to waters and wetlands; and 3. Drawings showing the Corps' confirmed limits of all waters, including streams, lakes, and ponds and wetlands and the extent of all proposed impacts 4 to waters and wetlands either depicted and quantified on the drawings or in a table as a supplement to the Joint Permit Application. The vicinity map (a U.S.G.S. quadrangle sheet) and the drawings must also show the location of all federally designated or proposed critical habitat or listed or proposed threatened or endangered species and all known historic properties based on information supplied by the Corps at the preapplication site visit or from additional site or archival investigations performed by the applicant. Coordination: The Corps will forward a copy of the Joint Permit Application and drawings to the U.S. Fish and Wildlife Service and the Environmental Protection Agency and provide them with 15 days to submit any comments. The Corps will also forward a copy of the drawings and associated materials to the Virginia Department of Historic Resources and provide them with 30 days to submit any comments. If the Environmental Protection Agency or the United States Fish and Wildlife Service respond within the allotted time frame and. submit project -specific objections to authorizing the proposed work under the SPGP clue to its impact on the aquatic environment, or the Corps determines that the applicant has not incorporated sufficient avoidance, minimization, or compensatory mitigation, the Corps will notify the applicant and the processing time clock will stop to provide the applicant with the opportunity to address the objections if they so choose. If the applicant modifies the project to the satisfaction of the objecting federal resource agency(ies) and the Corps, and the project meets the remaining requirements, the Corps will authorize the work under this SPGP: If the applicant chooses not to address the objections or cannot address the objections to the satisfaction of the objecting federal agency(ies) or the Corps, an individual permit will be required by the Corps and will include the issuance of a public notice and a full public interest review. Processing Time: The Corps will either issue a permit or exert discretionary authority to require an individual permit within 45 days of the receipt of a complete application. Generally, an SPGP verification will be issued if 1. the Corps determines the project satisfies the general and special conditions of the SPGP; 2. the applicant has incorporated into the project plans all appropriate and practicable avoidance and minimization measures and compensatory mitigation for all unavoidable impacts to the aquatic environment so that the individual and cumulative impacts are minimal; 3. the aforementioned agencies submit no objection within the allotted comment period, and 4. the applicant complies with all the conditions of the DEQ permit or permit authorization as required by the Code of Virginia and their implementing regulations. However, the Corps' 45 calendar clay review period can be extended at the request of the applicant to provide additional time to resolve issues related to project impacts, 5 avoidance and minimization measures, compensatory mitigation, federally -listed endangered species, listed or eligible historic properties, or adverse comments from one or more of the federal advisory agencies. Discharges of dredged or fill material associated with residential, commercial, and institutional activities causing the loss (e.g., filling, excavating, flooding and/or drainage) of more than 1 acre of nontidal jurisdictional wetlands or waters or the filling, excavation, or placement in pipes or other water conveyances of more than 2000 linear feet of stream bed will require an individual permit, including issuance of a public notice and full public interest review. Proponents of residential, commercial, or institutional subdivisions are subject to the Corps' subdivision guidance contained on page on page 2086 of Volume 67, No. 10 of the Federal Register dated 15 January 15, 2002 and Norfolk District guidance dated March 15, 1993 and June 2, 1999. To minimize the individual and cumulative impacts on the aquatic environment, applicants proposing residential subdivisions must provide evidence (such as a plat or similar document) with the date of the most recent subdivision of the subject property. For purposes of this SPGP, a single and complete project means the total project proposed or accomplished by one owner/developer or partnership or other association of owners/developers and which has independent utility. (See the Norfolk District, Corps of Engineers June 2, 1999 guidance for further clarification and examples.) Discharges associated with Residential, Commercial and Institutional Development Activities include those outlined in DEQ's General Permits and associated with the following: construction or expansion of residential, commercial, or institutional building foundations and building pads, and attendant features that are necessary for the use and maintenance of the structures. Attendant features may include, but are not limited to roads, parking lots, garages, yards, utility lines, stormwater management facilities, and recreational facilities such as playgrounds, playing fields, and golf courses (provided the golf course is an integral part of the residential development). Residential developments include multiple and single unit developments. Examples of commercial developments include retail stores, industrial facilities, restaurants, business parks, and shopping centers. Examples of institutional developments include schools, fire stations, government office buildings, judicial buildings, public works buildings, libraries, hospitals, and places of worship. For residential, commercial, and institutional developments, the aggregate total loss of nontidal waters of the United States cannot exceed 1 acre of nontidal wetlands or 2000 linear feet of stream bed. This restriction includes the loss of waters or wetlands associated with development of individual lots. WORK AND RESOURCE AREAS NOT INCLUDED IN THE RESIDENTIAL COMMERCIAL AND INSTITTUTIONAL ACTIVITIES: 1. tidal waters and wetlands; 2. tidal shoreline stabilization projects; 3. tidal beach nourishment; 1 McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. �ROBERT B. MCKEE� NO. 7783 �o w� �sIONAL V� Revisions: 1.01/15/05: County Comments 2.02/14/07: County Comments 3.05/14/07: Contractor Updates 1 4.08 1 6 07• Final Submission on Scale: N/A Date: 12-18-06 Project No.: 0511 Designed: WS, AF, RA, NB Checked: ER, RBM Sheet N No.: 4. conversion of waters and/or wetlands for agricultural production and agriculture - related activities (crop fields or pasture); farm buildings, grain storage facilities, grassed waterways, low water crossings, impoundments for irrigation, livestock watering, and fire prevention purposes, animal feeding operations or waste storage facilities, and farm access roads. (These activities will potentially be addressed through the development of a separate Corps general permit); 5. projects involving channelization; 6. wetland areas composed of 10% or more of the following species (singly or in combination) in any stratum: Atlantic White Cedar (C'hcamaecyparis thyoides), bald cypress (Taxodium distichum), water tupelo (Nyssa aduatica), or overcup oak (Qaercus lyrata). Percentages may be based upon stem counts, basal area or % aerial cover; 7. wetland areas underlain by histosols. Histosols pure organic soils that are often called mucks, peats, or mucky peats, etc. The list of histosols includes but is not limited to the following soils series: Back Bay, Belhaven, Dorovan, Lanexa, Mattamuskeet, Mattan, Palms, Pamlico, Pungo, Pocaty, and Rappahannock; 8. any water withdrawal projects; and 9. maintenance of drainage ditches. However, such work may be authorized under Norfolk District Regional Permit Number 15 or 40, or an individual permit. Maintenance of drainage ditches, under certain conditions, is an exempt activity and does not require a permit under Section 404(f) of the Clean Water Act including maintenance associated with agricultural, forestry, and mining activities. 10. any stormwater management facilities located in perennial streams or in waters designated as oxygen impaired or temperature impaired waters as listed in the Commonwealth of Virginia's publication dated July 27, 1999, or the most recent publication. SPECIAL CONDITIONS FOR AUTHORIZED RESIDENTIAL, COMMERCIAL AND INSTITUTIONAL DEVELOPMENT ACTIVITIES: 1. Discharges into Native Trout Waters and anadromous fish spawning areas will be conditioned by DEQ to limit stream work within the time frames recommended by the Virginia Department of Game and Inland Fisheries. 2. If the Corps determines that an authorized activity may affect federally designated critical or proposed critical habitat or a federally listed or proposed threatened or endangered species, it will initiate consultation with the United States Fish and Wildlife Service pursuant to Section 7 of the Endangered Species Act. Note as part of their review process, DEQ consults with both the Virginia Department of Conservation and Recreation and the Virginia Department of Game and Inland Fisheries' databases. If a federally listed species is located in the Corps' permit area of any Category A and B activity, DEQ will advise the Corps project manager by email who in turn will advise the applicant that work cannot begin in jurisdictional waters or wetlands until the Corps provides written notification that such work may proceed and includes any project - specific special conditions concerning federally listed species. Activities proposed in the following waterways will require the Corps to consult with the Fish and Wildlife Service: 7 Powell River: From the Tennessee -Virginia state line to the Route 58 Bridge in Big Stone Gap and one mile upstream of the mouth of any tributary adjacent to this portion of the River. Clinch River: From the Tennessee -Virginia state line upstream to Route 632 at Pisgah in Tazewell County and one mile upstream of the mouth of any tributary adjacent to this portion of the River, the Little River to its confluence with Maiden Spring Creek and one mile upstream of the mouth of any tributary adjacent to this portion of Little River. North Fork Holston River: From the Tennessee -Virginia State Line to the Smyth County/Bland County line and one mile upstream and one mile upstream of the mouth of any tributary adjacent to this portion of the River. Copper Creek: From its junction with the Clinch River to the Route 58 Bridge at Dickensonville in Russell County and one mile upstream of the mouth of any tributary adjacent to this portion of the Creek. Indian Creek: From its junction with the Clinch River upstream to the fourth Norfolk and Western Railroad bridge at Van Dyke in Tazewell County and one mile upstream of the mouth of any tributary adjacent to this portion of the Creek. Middle Fork Holston River: From the Tennessee -Virginia State Line to the confluence of Walker Creek in Smyth County near Marion, Virginia. South Fork Holston River: From the junction of the Middle Fork Holston River upstream to the confluence of Beech Creek in Washington County. 3. If the Corps determines that an authorized activity may affect a listed property or property eligible for the National Register of Historic Places, it will initiate consultation with the Virginia Department of Historic Resources pursuant to Section 106 of the National Historic Preservation Act. The applicant will be advised by the Corps when this occurs and he/she may not begin work in jurisdictional waters or wetlands until the Corps provides written notification that such work may proceed and includes any project specific special conditions concerning historic resources. 4. For the purposes of this SPGP, the acreage loss of waters of the United States includes the filled area and any other waters of the United States that are permanently adversely affected by flooding, excavation, drainage, or piping as a result of the regulated activity. Permanent adverse effects include mechanized land clearing, permanent above -grade, at- -grade fills that change an aquatic area to dry land, increase the bottom grade, or below elevation of a waterbody, or change the use of a waterbody. The acreage of loss of waters of the United States is the threshold measurement of the impact to existing waters for determining whether a project may qualify for this SPGP; it is not a net threshold that 8 is calculated after considering compensatory mitigation that may be used to offset losses of aquatic functions and values. The loss of stream bed includes the linear feet of all jurisdictional streams that are filled or placed in pipes or other water conveyances. The substrate may be bedrock or inorganic particles that range in size from clay to boulders Wetlands contiguous to the stream bed, but outside of the ordinary high water mark, are not considered part of the stream bed. 5. For Category C activities, compensatory mitigation ratios for unavoidable impacts will generally be as follows: 2:1 for forested wetlands, 1.5:1 for scrub -shrub wetlands, 1:1 for emergent wetlands, and 1:1 for stream impacts. Mitigation can include, but is not limited to, wetland preservation, creation, and restoration, preservation and/or restoration of associated upland buffers, enhancement/restoration of stream channels, purchase of mitigation bank credits, and in -lieu fee contributions to the Virginia Aquatic Resources Trust Fund to mitigate for unavoidable impacts to the aquatic environment. For the purposes of stream mitigation tinder this SPGP, "natural stream design" means that the channel should mimic the dimension, pattern, and profile of a representative reference stream reach. 6. Countersinking of pipes and culverts will in most cases be required except as outlined in the conditions below. The Norfolk District has determined that it will be assumed that fish and other aquatic organisms are present in any stream being crossed, in the absence of evidence to the contrary. Although permittees have the option of providing such evidence, extensive efforts to collect such information is not encouraged. All pipes: All pipes and culverts placed in streams will be countersunk at both the inlet and outlet ends, unless indicated otherwise by the Norfolk District on a case -by -case basis (see below). Pipes that are 24" or less in diameter shall be Countersunk 3" below the natural stream bottom. Pipes that are greater than 24" in diameter shall be countersunk 6" below the natural stream bottom. The countersinking requirement does not apply to bottomless pipes/culverts or pipe arches. All sin le pipes or culverts (with bottoms) shall be depressed (countersunk) below the natural streambed at both the inlet and outlet of the structure. In sets of multiple pipes or culverts (with bottoms) at least one pipe or culvert shall be depressed (countersunk) at both the inlet and outlet to convey low flows. Exemption for extensions and certain maintenance: The requirement to countersink does not apply to extensions of existing pipes or culverts that are not countersunk, or to maintenance to pipes/culverts that does not involve replacing the pipe/culvert (such as repairing cracks, adding material to prevent/correct scour, etc.). Floodplain pipes: The requirement to countersink does not apply to pipes or culverts that are being placed above ordinary high water, such as those placed to allow for floodplain flows. The placement of pipes above ordinary high water is not jurisdictional (provided no fill is discharged into wetlands). Hydraulic opening: Pipes should be adequately sized to allow for the passage of ordinary 9 high water with the countersinking and invert restrictions taken into account. Pipes on bedrock: Different procedures will be followed for pipes or culverts to be Placed on bedrock, depending on whether the work is for replacement of an existing pipe/culvert or a new pipe/culvert: Replacement of an existing Ripe/culvert: Countersinking is not required provided the elevations of the inlet and outlet ends of the replacement pipe/culvert are no higher above the stream bottom than those of the existing pipe/culvert. Documentation (photographic or other evidence) must be maintained in the permittee's records showing the bedrock condition and the existing inlet and outlet elevations. That documentation will be available to the Norfolk District upon request, but notification or coordination with the Norfolk District is not otherwise required. A pipe/culvert is being placed in anew location: If the prospective permittee determines that the bedrock prevents countersinking, they should evaluate the use of a bottomless pipe/culvert, bottomless utility vault, span (bridge) or other bottomless structure to cross the waterway, and also evaluate alternative locations for the new pipe/culvert that will allow for countersinking. If the prospective permittee determines that neither a bottomless structure nor an alternative location is practicable, then they must submit a Pre -Construction Notification (PCN) to the Norfolk District in accordance with General Condition #13 of the Nationwide Permits. In addition to the information required by General Condition # 13, the prospective permittee must provide documentation of measures evaluated to minimize disruption of the movement of aquatic life as well as documentation of the cost, engineering factors, and site conditions that prohibit countersinking the pipe/culvert. Options that must be considered include partial countersinking (such as less than 3" of countersinking, or countersinking of one end of the pipe), and constructing stone step pools, low rock weirs downstream, or other measures to provide for the movement of aquatic organisms. The PCN must also include photographs documenting site conditions. The prospective permittee may find it helpfulto contact their regional fishery biologist for the Virginia Department of Game and Inland Fisheries (DGIF), for recommendations about the measures to be taken to allow for fish movements. When seeking advice from DGIF, the prospective permittee should provide the DGIF biologist with all available information such as location, flow rates, stream bottom features, description of proposed pipe(s), slopes, etc. Any recommendations from DGIF should be included in the PCN. The Norfolk District will notify the prospective permittee whether the proposed work qualifies for the nationwide permit within 45 clays of receipt of a complete PCN. NOTE: Blasting of stream bottoms through the use of explosives is not acceptable as a means of providing for countersinking of pipes on bedrock. Pipes on steep terrain: Pipes being placed on steep terrain (slope of 5% or greater) must 10 be countersunk. in accordance with the conditions above and will in most cases be non - reporting. It is recommended that on slopes greater than 5% the permittee install larger pipe than required for passage of ordinary high water in order to increase the likelihood that natural velocities can be maintained. There may be situations where countersinking both the inlet and outlet may result in a slope in the pipe that results in flow velocities that cause excessive scour at the outlet and/or prohibit some fish movement. This type of situation could occur on the side of a mountain where falls and drop pools occur along a stream. Should this be the case, or should the prospective permittee not want to countersink the pipe/culvert for other reasons, they must submit a Pre -Construction Notification to the Norfolk District in accordance with General Condition #13 of the Nationwide Permits. In addition to the information required by General Condition #13, the prospective permittee must provide documentation of measures evaluated to minimize disruption of the movement of aquatic life as well as documentation of the cost, engineering factors, and site conditions that prohibit countersinking the pipe/culvert. The prospective permittee should design the pipe to be placed at a slope as steep as stream characteristics allow, countersink the inlet 3-6", and implement measures to minimize any disruption of fish movement. These measures can include constructing a stone step/pool structure, preferably using river rock/native stone rather than riprap, constructing low rock weirs to create a pool or pools, or other structures to allow for fish movements in both directions. Stone structures should be designed with sufficient -sized stone to prevent erosion or washout and should include keying -in as appropriate. These structures should be designed both to allow for fish passage and to minimize scour at the outlet. The quantities of fill discharged below ordinary high water necessary to comply with these requirements (i.e. linear feet of stream bed) must be included in project totals. The prospective permittee may find it helpful to contact their regional fishery biologist for the Virginia Department of Game and Inland Fisheries (DGIF), for recommendations about the measures to be taken to allow for fish movements. When seeking advice from DGIF, the prospective permittee should provide the DGIF biologist with all available information such as location, flow rates, stream bottom features, description of proposed pipe(s), slopes, etc. Any recommendations from DGIF should be included in the PCN. Problems encountered during construction: When a pipe/culvert is being replaced, and the design calls for countersinking at both ends of the pipe/culvert, and during construction it is found that the streambed/banks are on bedrock, then the permittee must stop work and contact the Norfolk District (contact by telephone anti/or email is acceptable). The permittee must provide the Norfolk District with specific information concerning site conditions and limitations on countersinking. The Norfolk District will work with the permittee to determine an acceptable plan, taking into consideration the information provided by the permittee, but the permittee should recognize that the Norfolk District could determine that the work will not qualify for an SPGP. Emergency pipe replacements: In the case of an emergency situation, such as when a pipe/culvert washes out during a flood, a permittee is encouraged to countersink the replacement pipe at the time of replacement, in accordance with the conditions above. However, if conditions or timeframes do not allow for countersinking, then the pipe can be replaced as it was before the washout, but the permittee will have to come back and 11 0 replace the pipe/culvert and countersink it in accordance with the guidance above. In other words, the replacement of the washed out pipe is viewed as a temporary repair, and a countersunk replacement should be made at .the earliest possible date. The Norfolk. District must be notified of all pipes/cuulverts that are replaced without countersinking at the time that it occurs, even if it is an otherwise non -reporting activity, and must provide the permittee's planned schedule for installing a countersunk replacement (it is acceptable to submit such notification by email). The permittee should anticipate whether bedrock or steep terrain will limit countersinking, and if so, should follow the procedures outlined above. 7. If the Corps determines that the adverse effects of the proposed work are more than minimal, the District Engineer or his designated representative may exert discretionary authority to require the application to be processed as an individual permit, including issuance of a public notice and a full public interest review. 8. The use of more than one Corps Nationwide Permit or this f waters for a single and of the United complete project is prohibited, except when the acreage loss o States, including wetlands does not exceed the acreage limit or stream length of the permit with the highest specified acreage limit or stream length. 2. LINEAR IT PROJECTS Category A: Discharges of dredged and/or fill material in nontidal waters and wetlands related to the construction, expansion, modification, or improvement of linear transportation crossings including certain lateral encroachments (e.g., highways, railways, trails, and airport runways, and taxiways) proposed by the VDOT, localities, public private partnerships pursuant to the Public -Private Transportation Act of 1995 or individuals. These discharges cannot cause the loss (e.g., filling, excavating, flooding and/or drainage, or placed in pipes or other water conveyances) of more than 1/10 acre of waters and wetlands per crossing and/or the sum of lateral encroachment impacts. The authorized work would include any relocation of utility lines within the right-of.way and easements within the termini of the roadway. The only lateral encroachments allowed are those projects that do not cause the loss of more than 1/10 acre of waters and wetlands, involve only stream relocation (no piping, riprap of the stream bottom, etc.), use natural stream design for the stream relocation and do not impact more than 300 linear feet of stream. These impact limits are for the entire project and not for each impact area. See Condition 5 on page 9 for a definition of natural stream design. For permanent, unavoidable losses of no more than 1/10 acre of nontidal waters and wetlands, no additional authorization from the Corps will be required (except for paragraph e below') for VDOT, localities, public -private partnerships, or individuals provided the applicant 12 a. submits the pertinent portions of the Joint Permit Application and drawings to the Virginia Marine Resources Commission who will send a copy to the DEQ for all temporary and permanent impacts to waters and wetlands; b. satisfies all of the conditions of any permit or permit authorization issued by the DEQ; c. restores all temporarily disturbed nontidal wetlands and waters to their pre - construction contours, mechanically loosen to a depth of 12 inches, and seed and/or sprig with appropriate native vegetation; d. mitigates for all unavoidable impacts to nontidal wetlands through either the purchase of credits from an approved wetland mitigation bank or a contribution to the Virginia Aquatic Resources Trust Fund based on a cost estimate from the Corps. The credits/contribution will be based on the following mitigation ratios: 2:1 for forested wetland impacts, 1.5:1 for shrub -scrub wetland impacts, and 1:1 for emergent wetland impacts. Proof of purchase of credits or of a contribution to the Trust Fund must be submitted prior to construction; and e. mitigates for all stream impacts (e.g., pipes, culverts, relocated streams constructed without natural channel design, riprap of the stream bottom, and other fills) of more than 300 linear feet of stream bed for any single crossing. The Corps must review and approve the stream mitigation plan. Because stream relocations using natural stream design are the only stream impacts allowed for projects involving lateral encroachments, this activity is considered self - mitigating and no further mitigation is required. No work in waters or wetlands can commence until the Corps approves the mitigation plan. Category B: Discharges of dredged and/or fill material in nontidal waters and wetlands related to the construction, expansion, modification, or improvement of linear transportation crossings including certain lateral encroachments (e.g., highways, railways, trails, and airport runways, and. taxiways) proposed by the VDOT, localities, public private partnerships pursuant to the Public -Private Transportation Act of 1995 or individuals. These discharges cannot cause the loss (e.g., filling, excavating, flooding and/or drainage, or placed in pipes or other water conveyances) of more than 1/3 acre of waters and wetlands per crossing and/or sum of lateral encroachment impacts. The authorized work would include any relocation of utility lines within the right-of-way and easements within the termini of the roadway. The only lateral encroachments allowed are those projects that do not cause the loss of more than 1/3 acre of waters and wetlands, involve only a stream relocation (no piping, riprap of the stream bottom, etc.) and use natural stream design for the stream relocation. These impact limits are for the entire project and not for each impact area. See Condition 5 on page 9 for the definition of natural stream design. For permanent, unavoidable losses of greater than 1/10 and not more than 1/3 acre of nontidal waters .and wetlands, no additional authorization from the Norfolk District will 13 be required (except for paragraph e below) for VDOT, localities, public -private partnerships, and individuals provided the applicant a. submits the pertinent portions of the Joint Permit Application and drawings to the Virginia Marine Resources Commission who will send a copy to the DEQ for all temporary and permanent impacts to waters and wetlands. b. restores all temporarily disturbed nontidal wetlands and waters to their pre - construction contours, mechanically loosen to a depth of 12 inches, and seed and/or spring with appropriate native vegetation; c. satisfies the conditions of any permit or permit authorization issued by the DEQ; d. mitigates for all unavoidable impacts to nontidal wetlands through either the purchase of credits from an approved wetland mitigation bank, creation or restoration, or a contribution to the Virginia Wetland Restoration Trust Fund based on a cost estimate from the Corps. The credits/contribution will be based on the following mitigation ratios: 2:1 for forested wetland impacts, 1.5:1 for shrub -scrub wetland impacts, and 1:1 for emergent wetland impacts. Proof of purchase of credits or of a contribution to the Trust Fund must be submitted prior to construction; and e. mitigates for all stream impacts (e.g., pipes, culverts, relocated streams constructed without natural channel design, riprap, and other fills) of more than 300 linear feet of stream beck. For any impacts over 300 linear feet associated with a crossing, the Corps must review and approve the stream mitigation plan. For impacts over 300 linear feet associated with a project involving lateral encroachment(s), the Corps must review and approve the stream relocation plan. Because stream relocations using natural stream design are the only stream impacts allowed for projects involving lateral encroachments, this activity is considered self -mitigating and no further mitigation is required. No work in waters or wetlands can commence until the Corps approves the mitigation and/or relocation plan. Projects causing the loss of more than 1/3 acre of nontidal waters and wetlands or that the Corps determines will have more than minimal individual and cumulative impacts will require an individual Department of the Army permit and submission of a joint permit application, and it will be processed as an individual permit. This will include a full public interest review. In the case of VDOT, such projects may qualify for LOP-1. 14 McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. Revisions: 1.01/15/05: County Comments 2.02/14/07: County Comments 3.05/14/07: Contractor Updates 4.08/16/07: Final Submission Scale: N/A Date: 12-18-06 Project No.: 0511 Designed: WS, AF, RA, NB Checked: ER, RBM Sheet No.: PMT WORK AND RESOURCE AREAS NOT INCLUDED IN LINEAR TRANPSORTATION PROJECTS: 1. non -linear features commonly associated with transportation projects such as vehicle maintenance or storage buildings, parking lots, train stations, or aircraft hangers; 2. tidal waters and wetlands; 3. wetland areas composed of 10% or more of the following species (singly or in combination) in any stratum: Atlantic White Cedar (C'hamaecyparis thyoides), bald cypress (Tarodium distichum), water tupelo (Nyssa aquatica), or overcup oak (Quercus lyrata). Percentages may be based upon stem counts, basal area or % aerial cover; 4. maintenance of drainage ditches. However, such work may be authorized under Corps Regional Permit Number 15 or 40, Nationwide Permit Number 43. Maintenance of drainage ditches, under certain conditions, is an exempt activity and does not require a permit under Section 404(f) of the Clean Water Act including maintenance associated with agricultural, forestry, and mining activities. 5. any stormwater management facilities located in perennial streams or in waters designated as oxygen impaired or temperature impaired waters as listed in the Commonwealth of Virginia's publication dated July 27, 1999, or the most recent publication; and 6. projects involving channelization. SPECIAL CONDITIONS FOR AUTHORIZED LINEAR TRANSPORTATION PROJECTS: 1. Discharges into Native Trout Waters and anadromous fish -spawning areas will be conditioned by DEQ to limit stream work within the time frames recommended by the Virginia Department of Game and Inland Fisheries. (The Corps has a Memorandum of Agreement with the Virginia Department of Game and Inland Fisheries and the Virginia Department of Transportation to address VDOT projects involving trout waters.) 2. If the Corps determines that an authorized activity may affect federally designated critical or proposed critical habitat or a federally listed or proposed threatened or endangered species, it will initiate consultation with the U.S. Fish and Wildlife Service pursuant to Section 7 of the Endangered Species Act. Note as part of their review process, DEQ consults with both the Virginia Department of Conservation and Recreation and the Virginia Department of Game and Inland Fisheries' databases. If a federally listed species is located in the Corps' permit area of any Category A and B activity, DEQ will advise the Corps project manager by email who in turn will advise the applicant that work cannot begin in j urisdictional waters or wetlands until the Corps provides written notification that such work may proceed and includes any project specific special conditions concerning federally listed species. (The Virginia Department of Transportation can continue to use their existing coordination procedures concerning endangered species.) Activities proposed in the following waterways will require the Corps to consult with the Fish and Wildlife Service: 15 Powell River: From the Tennessee -Virginia state line to the Route 58 Bridge in Big Stone Gap and one mile upstream of the mouth of any tributary adjacent to this portion of the River. Clinch River: From the Tennessee -Virginia state line upstream to Route 632 at Pisgah in Tazewell County and one mile upstream of the mouth of any tributary adjacent to this portion of the River, the Little River to its confluence with Maiden Spring Creek and one mile upstream of the mouth of any tributary adjacent to this portion of Little River. North Fork Holston River: From the Tennessee -Virginia State Line to the Smyth County/Bland County line and one mile upstream and one mile upstream of the mouth of any tributary adjacent to this portion of the River. CopperCreek: From its junction with the Clinch River to the Route 58 Bridge at Dickensonville in Russell County and one mile upstream of the mouth of any tributary adjacent to this portion of the Creek. Indian Creek: From its junction with the Clinch River upstream to the fourth Norfolk and Western Railroad bridge at Van Dyke in Tazewell County and one mile upstream of the mouth of any tributary adjacent to this portion of the Creek. Middle Fork Holston River: From the Tennessee -Virginia State Line to the confluence of Walker Creek in Smyth County near Marion, Virginia. South Fork Holston River: From the junction of the Middle Fork Holston River upstream to the confluence of Beech Creek in Washington County. 3. If the Corps determines that an authorized activity may affect a listed property or property eligible for the National Register of Historic Places, it will initiate consultation with the Virginia Department of Historic Resources pursuant to Section 106 of the National Historic Preservation Act. The applicant will be advised by the Corps when this occurs. In these cases, he/she may not begin work in jurisdictional waters or wetlands until the Corps or DEQ provides written notification that such work may proceed and includes any project specific special conditions concerning historic resources. ("The Virginia Department of Transportation can continue to use their existing coordination I procedures concerning historic properties.) 4. See the countersinking requirements outlined on pages 9 through 12. i 5. This SPGP may not be combined with any Corps Nationwide Permit or Norfolk District Regional Permit or SPGP for the purpose of increasing the footprint of the road crossing. 16 6. For the purposes of this SPGP, the acreage loss of waters of the United States includes the filled area and any other waters of the United States that are permanently adversely affected by flooding, excavation, drainage, or piping as a result of the regulated activity. Permanent adverse effects include mechanized land clearing, permanent above -grade, at - grade; or below -grade fills that change an aquatic area to dry land, increase the bottom elevation of a waterbody, or change the use of a waterbody. The acreage of loss of waters of the United States is the threshold measurement of the impact to existing waters for determining whether a project may qualify for an SPGP; it is not a net threshold that is calculated after considering compensatory mitigation that may be used to offset losses of aquatic functions and values. The loss of stream bed includes the linear feet of jurisdictional stream that is filled or placed in pipes or other water conveyances. The substrate may be bedrock or inorganic particles that range in size from clay to boulders. Wetlands contiguous to the stream bed, but outside of the ordinary high water marks, are not considered part of the stream bed. 7. If the Corps determines that the adverse effects of the proposed work are more than minimal, the District Engineer or his designated representative may exert discretionary authority to require the application to be processed as an individual permit, including issuance of a public notice and a full public interest review. 8. The use of more than one Corps Nationwide Permit or this SPGP. for a single and complete project is prohibited, except when the acreage loss of waters of the United States, including wetlands does not exceed the acreage limit or stream length of the permit with the highest specified acreage limit or stream length. Some road fulls may be eligible for an exemption from the need for a Section 404 permit (see 33 CFR 323.4). 9. For linear projects, the "single and complete" project (i.e., a single and complete crossing) will normally apply to each crossing of a surface water (i.e., a single waterbody) and to multiple crossings of the same waterbody at separate and distinct locations. However, in cases where there are many crossings in close proximity, numerous crossings of the same waterbody, or multiple crossings that otherwise may have more than minimal individual and Cumulative impacts, the Corps has the discretion, on a case -by -case basis, to consider all of the crossings cumulatively as one single and complete project. GENERAL CONDITIONS FOR THE STATE PROGRAM GENERAL PERMIT: 1. Certificate of Compliance: Everyone (except for Linear Transportation Projects, Category A) who receives a verification under this State Program General Permit will submit a signed certification of compliance (Enclosure) following the completion of the work and any required mitigation. The statement will include the following: a. The authorized work has been performed in accordance with the Corps' authorization; b. A statement that any required mitigation has been completed in accordance with the permit conditions; and 17 c. The signature of the permittee, certifying the completion of the work and mitigation. 2. A copy of this SPGP and any verification letter must be provided to the person or contractor performing the work and made available at the project site to any regulatory representative. 3. Navigation: No activity may cause more than a minimal adverse effect on navigation. 4. Proper Maintenance: Any structure or fill authorized shall be properly maintained, including maintenance to ensure public safety. 5. Soil Erosion and Sediment Controls: Appropriate erosion and sediment controls must be used and maintained in effective operating condition during construction, and all exposed soil and other fills, as well as any work below the ordinary high water mark, must be permanently stabilized at the earliest practicable date. 6. Aquatic Life Movements: No activity may substantially disrupt the movement of those species of aquatic life indigenous to the waterbody, including those species which normally migrate through the area, unless the activity's primary purpose is to impound water. Culverts placed in streams must be installed to maintain low flow conditions. 7. Equipment: Heavy equipment working in wetlands must be placed on mats or other measures must be taken to minimize soil disturbance. 8. Tribal Rights: No activity or its operation may impair reserved tribal rights, including, but not limited to, reserved water rights and treaty fishing and hinting rights. 9. Water Quality: Permittees are expected to fiully comply with Virginia Regulation 9 VAC 25-260-00, Water Quality Standards and all other appropriate laws and regulations of the Commonwealth of Virginia pertaining to water quality. 10. Endangered Species: a) No activity is authorized under any NWP which is likely to jeopardize the continued existence of a threatened or endangered species or a species proposed for such designation, as identified under the Federal Endangered Species Act, or which will destroy or adversely modify the critical habitat of such species. Non-federal permittees shall notify the District Engineer if any listed species or designated critical habitat might be affected or is in the vicinity of the project, or is located in the designated critical habitat and shall not begin work on the activity until notified by the District Engineer that the requirements of the Endangered Species Act have been satisfied and that the activity is authorized. For activities that may affect Federally -listed endangered or threatened species or designated critical habitat, the notification must include the name(s) of the endangered or threatened species that may be affected by the proposed work or that utilize the designated critical habitat that may be affected by the proposed work. As a result of formal or informal consultation with the FWS or NMFS, the District Engineer may add species -specific regional endangered species conditions to the NWPs. (b) Authorization of an activity by a nationwide permit does not authorize the "take" of a threatened or endangered species as defined under the Federal Endangered Species Act. In the absence of separate authorization (e.g:, an ESA Section 10 Permit, a Biological Opinion with "incidental take" provisions, etc.) from the U.S. Fish and Wildlife Service or the National Marine Fisheries Service, both lethal and non -lethal "takes" of protected species are in violation of the Endangered Species Act. Information on the location of threatened and endangered species and their critical habitat can be obtained directly from the offices of the U.S. Fish and Wildlife Service and National Marine Fisheries Service or In their world wide web pages at http://www.fws.gov/r9endspp/enct.si .html and http://www.nmfs.no,,ta.gov/prot res/overview/es.html respectively. 11. Historic Properties: No activity which may affect historic properties listed, or eligible for listing, in the National Register of Historic Places is authorized until the Norfolk District has complied with the provisions of 33 CFR 325, Appendix C. The prospective permittee must notify the Norfolk District if the authorized activity may affect any historic properties listed, determined to be eligible, or which the prospective permittee has reason to believe may be eligible for listing on the National Register of Historic Places, and shall not begin the activity until notified by the Norfolk District that the requirements of the National Historic Preservation Act have been satisfied and that the activity is authorized. Information on the location and existence of historic resources can be obtained from the Virginia Department of Historic Resources and the National Register of Historic Places. If you discover any previously unknown historic or archeological remains while accomplishing the activity authorized by this permit, you must immediately stop work and notify the Norfolk District of what you have found. The Norfolk District will initiate the Federal and state coordination required. 12. Water Supply Intakes: No discharge of dredged or fill material may occur in the proximity of a public water supply intake. 13. Suitable Material: No discharge of dredged or fill material may consist of unsuitable material (e.g.: trash, debris, car bodies, asphalt, etc.) and material discharged must be free from toxic pollutants in toxic amounts (see Section 307 of the Clean Water Act). 14. Obstruction of High Flows: To the maximum extent practicable, discharges must not permanently restrict or impede the passage of normal or expected high flows or cause the relocation of the water. 15. Adverse Effect From Impoundments: If the discharge creates an impoundment of water, adverse impacts on the aquatic system caused by the accelerated passage of water and/or the restriction of its flow shall be minimized to the maximum extent practicable. 16. Waterbird Breeding Areas: Activities, including structures and work in navigable waters of the United States or discharges of dredged or fill material, into breeding areas for migratory waterfowl must be avoided to the maximum extent practicable. 17. Fills: Any fill authorized shall be properly maintained, including maintenance to ensure public safety. 18. Environmental Justice: Authorized activities must comply with Executive Order 12898, "Federal Actions to Address Environmental Justice in Minority Populations and Low -Income Populations". 19. Floodplains: The permittee will make every practicable effort to conduct the work authorized by this permit in a manner so as to avoid any adverse impact on the 100-year floodplain. 20. The permittee shall allow the District Engineer or his authorized representative(s) or designee(s) to make periodic inspections at any time deemed necessary in order to assure that the activity being performed under authority of this permit is in accordance with the terms and conditions prescribed herein. 21. Failure to comply with the terms and conditions of this permit can result in enforcement actions against the permittee and/or contractor. 22. The provisions of this permit shall be binding on any assignee or successor in interest of the permittee. 19 23. In order to transfer this permit, the transferee must supply the Norfolk District and DEQ with a written request. 24. Should you be unable to complete the authorized activity in the time limit provided, You must submit your request for a time extension to the Norfolk District and DEQ for consideration at least one month before the expiration of the permit verification. 25. In granting an authorization pursuant to this permit, the Norfolk District has relied on the information and data provided by the permittee. If, subsequent to notification by the Corps that a project qualifies for this permit, such information and data prove to be materially false or materially incomplete, the authorization may be suspended or revoked, in whole or in part, and/or the Government may institute appropriate legal proceedings. 26. Limits of this authorization: a. This permit does not obviate the need to obtain other Federal, state or local authorizations required by law. b. This permit does not grant any property rights or exclusive privileges. c. This permit does not authorize any injury to the property or rights of others. d. This permit does not authorize interference with any existing or proposed Federal projects. e. This permit does not grant any Corps real estate rights. If real estate rights are needed from the Corps, please contact Norfolk District's Real Estate Division at the address listed on the front page or telephone (757) 441-7735. 27, In issuing this permit, the Federal Government does not assume any liability for the following: a. Damages to the permitted project or uses thereof as a result of other permitted or unpermitted activities or from natural causes. b. Damages to the permitted project or uses thereof as a result of current or future activities undertaken by or on behalf of the United States in the public interest. c. Damages to persons, property, or to other permitted or unpermitted activities or structures caused by the activity authorized by this permit. d. Design or construction deficiencies associated with the permitted work. e. Damage claims associated with any future modification, suspension, or revocation of this permit. 28. The Norfolk District may reevaluate its decision on your authorization under this permit at any time the circumstances warrant. Circumstances that could require a reevaluation include, but are not limited to, the following: a. You fail to comply with the terms and conditions of this permit. b. The information provided by you in support of your permit application proves to have been false, incomplete, or inaccurate (See 25 above). c. Significant new in surfaces which this office did not consider in reaching the original decision. Such a reevaluation may result in a determination that it is appropriate to use the suspension, modification, and revocation procedures contained in 33 CFR 325.7 or enforcement procedures such as those contained in 33 CFR 326.4 and 326.5. The referenced enforcement procedures provide for the issuance of an administrative order requiring you to comply with the terms and conditions of your permit and for the initiation of legal action where appropriate. You will be required to pay for any corrective 20 measures ordered by this office, and if you fail to comply with such directive, this office my a in certain situations accomplish the corrective measures by contract or otherwise and bill you for the cost. In addition, unpermitted work or violation of permit conditions may result in civil, criminal or administrative penalties (33 U.S.C. 1319 c, d, and g). 29. Any activity ctivit performed in any Federally regulated waters of the United States, including ju risdictional urisdictional wetlands, that is not in compliance with the terms and conditions of this SPGP constitutes unauthorized work and is subject to an enforcement action by the Commonwealth of Virginia, the Corps of Engineers, and/or the U.S. Environmental Protection Agency. 30. No work authorized by the SPGP can be performed until the Virginia Marine Resources Commission permit is issued for the authorized activity, if one is required. 31. Authorization under the SPGP requires you to ensure that the project is designed and constructed in a manner consistent with all state and local requirements pursuant to the Chesapeake Bay Preservation Act (Virginia Code section 10.1-2100 et se .) and the Chesapeake Bay Preservation Area Designation and Management Regulations 9 VAC 10-20-10 et Le .). This authorization does not supercede state or local government authority and responsibilities pursuant to the Act. 32. Where local zoning ordinances provide for riparian and floodplain protection pursuant to the Chesapeake Bay Preservation Act (Virginia Code sections_10.1-2100 et sect.) and the Chesa eake Bay Preservation Area Designation and Management Regulations (9 VAC 1-20 et se ), the use of buffers as a form of mitigation shall be allowed only (1) where the extent of the buffer exceeds the lateral extent already required by local ordinances pursuant to the Act and the Regulations or (2) where the quality of the existing protected buffer area is enhanced to provide greater water quality protection benefits. 33. This SPGP, unless further modified, suspended or revoked, will be in effect until August 2, 2010. Upon expiration, it may be considered for revalidation. Date Yvonne J. Prettyman -Beck Colonel, Corps of Engineers Commanding 21 i` cKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. �I Q H W W ctj �I •cR I� rH V U V - ® (a) 0 ,W 0 Revisions: 1.01/15/05: County Comments 12. 02/14/07: County Comments 3.05/14/07: Contractor Updates 4.08/16/07: Final Submission Scale: N/A Date: 12-18-06 Project No.: 0511 Designed: WS, AF, RA, NB Checked: ER, RBM Sheet No PMT 51 Of 76 Location Ma Standards and S-oecifications Erosion Control Sheets Index 7 SHEET SHEET TITLE NUMBER Albemarle County,Vir inia COVER SHEET---.--•---.------•--•-------------------•--------.•------------------------------ ESC-1 _ ESCNARRATIVE------------------------------------------------------------------------------------------- ESC-2 ESCSPREADSHEETS ------------------------------------------------------------------------------------- ESC-3 ESCSPREADSHEETS ------------------------------------------------------------------------------------- ESC-4 BUNDORAN FARM DRIVE--Sta. 0+00 to 34+00----------------------------------------------------- ESC-5 EROSION AND SEDIMENT CONTROL PLAN BUNDORAN FARM DRIVE--Sta. 65+00 ESC-6 BUNDORAN FARM DRIVE--65+00 to to 77+70.36------------------------------------------------------- ESC-7 DERRY LANE--Sta 0+00 to 29+76.99-------------------------------------------------------------•--- ESC-8 BALLYSHANNON LANE--Sta 0+00 to to 29+28.14------•----------------------------------------•- ESC-9 GOODLING 'ROAD--Sta 0+00 to 19+29.75 &-•--------••-----------------------•-------------------• ESC-10 WINSOME ORCHARD LANE--Sta 0+00 to 13+29,99 CARPENTER ROAD--Sta 0+00 to 28+50------------------------------------------------------------- ESC-11 CARPENTER ROAD--Sta 28+50 to 55+06.63--------------------------------------------------------- ESC-12 COUNTY FAIR LANE--Sta 0+00 to 35+00----------------------------------------------------------- ESC-13 COUNTY FAIR LANE-- Sta 35+00 to 39+91.2;------------------------------------------------------ ESC-14 & TOM FOREST LANE-- Sta 0+00 to 7+52.73 TOM PRESERVE LANE- Sta 0+00 to 18+33.76 & -•----•---•-•------ ----•--•- ESC-15 QUARTZ HILL LANE Sta 0+00 to 16+41,98 December 182006 HIGHTOP DRIVE--Sta 0+00 to 35+00----------------------------------------------------------------- ESC-16 HIGHTOP DRIVE--Sta 35+00 to 68+00---------------------------------------------------------------- ESC-17 HIGHTOP DRIVE--Sta 68+00 to 85+61.79&------------------------------------------------------------ ESC-18 LILLY ROAD--Sta. 0+00 to 3+20.84 BUNDORAN FARM DRIVE --SEDIMENT TRAPS -------------------------------------------------------- ESC-19 Av BALLYSHANNON, DERRY LANE & GOODLING ROAD & ------------------------------------------- ESC-20 WINSOME ORCHARD LANE --SEDIMENT TRAPS MCKOEECARSON CARPENTER ROAD --SEDIMENT TRAPS --------------------------------------------------------------- ESC-21 CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS COUNTY FAIR LANE --SEDIMENT TRAPS ------------------------------------------------------------- ESC-22 HIGHTOP DRIVE --SEDIMENT TRAPS -------------------------------------------------------------------- ESC-23 301 EAST HIGH STREET CHARLOTTESVILLE, VIRGINIA 22902 E&S DETAILS-----•--------•--------••••---------•--•-------•----•-•-----•-- ----------•---• ESC-24 FILTREXXDETAILS ---------------------------------------------------------------------------------------- ESC-25 tele: 434.979.7522 fax: 434.977.1194 1. FILTREXX STANDARD SPECIFICATIONS AND DESIGN MANUAL, VERSION 5,0. 2. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992, 3. VIRGINIA DEPARTMENT OF TRANSPORTATION W.D.O.T.) ROAD AND BRIDGE SPECIFICATIONS, DATED 2001. List 3: General construction notes for Erosion and Sediment Control Plans 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO PRECONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO,FINAL INSPECTION, 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA 3. REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. ALL EROION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL ATIMES. 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 AND SEDIMENT CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY, 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHEIVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE, 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE FFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM APPROVED, DESIGNATED BORROW AREA, 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMP, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDIANCE SECTION 5.1.28, 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL, OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL, OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSON, PHYSICAL DAMAGE, TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE, 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR PORTION OF THE PROPERTY, 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING, SEEDING IS TO BE 75 LBS/ACRE, AND IN MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST OF A 50/50 MIX OF ANNUAL RYEGRASS AND SEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RTYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET, STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18, PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH, AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL, FERTILIZER SHALL BE APPLIED TO 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEDDING 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 APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTUAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF WET STORAGE VOLUME IS FELLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE GOOD STAND OF GRASS, SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY, 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES, ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. Standard Erosion & Sediment Control Notes NESCH' ES-1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS, ES-2. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRECONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. ES-3, ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN LAND 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. Site S-Decifics 1. TMP 86-24D AND 87-3 ARE WITHIN AN ALBEMARLE COUNTY AGRICULTURAL FORESTAL DISTRICT. 2. THIS PROPERTY IS NOT WITHIN AN AN ALBEMARLE COUNTY AND/OR CITY OF CHARLOTTESVILLE WATER SUPPLY WATERSHED. 3, THE STREAM BUFFER(S) SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE WATER PROTECTION ORDINANCE OF ALBEMARLE COUNTY, 4. ALL SUBSEQUENT DIVISIONS OF THE RESIDUE SHALL ENTER ONLY ONTO SUCH STREET(S) SHOWN ON THE APPROVED FINAL PLAT AND SHALL HAVE NO IMMEDIATE ACCESS ONTO TO ANY PUBLIC STREET, WAIVER HAS BEEN GRANTED AS PROVIDED IN SECTION 14-404 FOR LOT D12. 5. UNDER CURRENT COUNTY POLICY, PUBLIC WATER AND/OR SEWER SERVICE WILL NOT BE AVAILABLE TO THIS PROPERTY, 6. THE STREETS IN THIS SUBDIVISION MAY NOT MEET THE STANDARDS FOR ACCEPTANCE INTO THE SECONDARY SYSTEM OF STATE HIGHWAYS AND WILL NOT BE MAINTAINED BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION OR THE COUNTY OF ALBEMARLE. 7. THE LOCATION, AREA AND DIMENSIONS OF A BUILDING SITE ON EACH PROPOSED LOT COMPLIES WITH THE REQUIREMENTS OF SECTION 4.2 OF THE ZONING ORDINANCE. SURVEY AND TOPOGRAPHY 1. BOUNDARY INFORMATION IS PROVIDED BY ROUDABUSH, GALE AND ASSOCIATES, INC. 914 MONTICELLO ROAD, CHARLOTTESVILLE, VA 22902. 2. TOPOGRAPHIC SURVEY IS PROVIDED BY VIRGINIA RESOURCE MAPPING, 751 MILLER DRIVE SE, SUITE A-2, LEESBURG, VA 20175 3. THE BM IS NAVD88, OBTAINED FROM GPS OBSERVATIONS. 4. CONTROL IS BASE3, A NAIL IN HAYFIELD, 77' RIGHT OF THE DRIVEWAY TO PARCEL 24C OF TAX MAP 86 AND 348' EAST OF THE CENTERLINE OF RT. 692, PLANK ROAD. N 3876538,8930, E 11433082,4620, Elev. 831,48 5. NORTH IS STATE PANE COORDINATES - SOUTH ZONE. IM REFER TO THE EXISTING PLAT PREPARED BY ROUDABUSH, GALE & ASSOCIATES, INC FOR TITLE SURVEY AND METES AND BOUNDS INFORMATION. General 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, INSPECTIONS, BONDS AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH LOCAL AND STATE POLICY, PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT FOR SAID CONSTRUCTION SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION .(HEREAFTER ABBREVIATED VDOT). 2. ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SEDIMENT 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, 4. THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING SITE SURVEY, THE CONTRACTOR SHALL ALSO VERIFY ALL DIMENSIONS, SITE CONDITIONS, AND MATERIAL SPECIFICATIONS AND SHALL NOTIFY THE OWNER AND ENGINEER OF ANY ERRORS, OMISSIONS OR DISCREPANCIES BEFORE COMMENCING OR PROCEEDING WITH WORK, 5. DEVIATIONS FROM OR CHANGES TO THESE PLANS WILL NOT BE ALLOWED UNLESS APPROVED BY THE ENGINEER. 6. THIS PLAN DOES NOT GUARANTEE THE EXISTENCE OR NON-EXISTENCE OF UNDERGROUND UTILITIES. PRIOR TO ANY CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OF, OR THE NON-EXISTENCE OF, UNDERGROUND UTILITIES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 7. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES NOT OF RECORD OR NOT SHOWN ON THESE PLANS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. IF A UTILITY IS DAMAGED DURING CONSTRUCTION, STOP WORK IMMEDIATELY AND NOTIFY THE ENGINEER. 8. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL AND ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM "THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER". 9. ANY DAMAGE TO EXISTING PHYSICAL FEATURES (WALKS, FENCES, CATTLE GUARDS, TREES, SHRUBS, ETC.) SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. REPAIRS OR REPLACEMENT SHALL BE MADE AS NECESSARY AT NO COST TO THE OWNER. 10, ALL TURF AREAS THAT ARE IMPACTED OR DISTURBED BY CONTRACTOR VEHICLES, EQUIPMENT OR ACTIVITY SHALL BE REPAIRED, REGRADED, AND RESEEDED. (CONTACT OWNER OR LANDSCAPE ARCHITECT BEFORE RESEEDING.) 11. PARKING FOR THE CONTRACTOR'S VEHICLES SHALL BE COORDINATED THROUGH THE OWNER. THE OWNER IS NOT RESPONSIBLE FOR THE LOSS OF ANY MATERIAL STORED AT THE SITE. PARKING OF EMPLOYEE VEHICLES WILL BE ACCOMMODATED AT THE SITE. 12. IN ACCORDANCE WITH SECTION 17-203, 312, OF THE WATER PROTECTION ORDINANCE, EROSION AND SEDIMENT CONTROL PLANS FOR SINGLE FAMILY DWELLINGS WILL BE REQUIRED ON ALL LOTS. 13, EROSION AND SEDIMENT CONTROLS SHALL BE INSTALLED IN ACCORDANCE WITH FILTREXX STANDARD SPECIFICATIONS AND DESIGN MANUAL, VERSION 5.0 OR THE 1992 VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION AND SHALL BE IMPLEMENTED PRIOR TO OR AS THE FIRST STEP IN ANY LAND DISTURBING ACTIVITY, 14, SEDIMENT BUILD-UP IN CULVERTS SHALL BE CLEANED OUT AND PLACED AT A SUITABLE LOCATION WHEN THE SITE HAS BEEN STABILIZED FROM FURTHER SOIL EROSION. SEDIMENT SHALL NOT BE ALLOWED TO BUILD UP IN CULVERTS BLOCKING FREE FLOW THROUGH THE CULVERTS. 15, EACH DAY, THE CONTRACTOR SHALL ONLY DISTURB THE AREA OF THE SITE WHICH HE CAN STABILIZE BY THE END OF EACH DAY. 16. ONE 24 IN (610 MM) DIAMETER FILTEREXX DITCHCHEXX (FDC) SHOULD BE PLACE AT 50 FT INTERVALS IN ALL PROPOSED STORMWATER CONVEYANCE CHANNELS, 17. THE ALBEMARLE COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR SHALL HAVE AUTHORITY TO DIRECT THE CONTRACTOR TO REPLACE ANY EROSION AND SEDIMENT CONTROL PRODUCTS OF FILTEREXX WITH TRADITIONAL MEASURES GIVEN IN STATE E&S HAND BOOK IN THE EVENT THAT THE INSPECTOR CONCLUDES THAT THE FILTEREXX PRODUCTS ARE NOT PERFORMING AS WELL AS TRADITIONAL MEASURES. General Legend ITEM EXISTING PARCEL LINES PROPOSED PARCEL LINES DISSOLVED PARCEL LINES PROPOSED LOT LINES ACCESS EASEMENT INDEX CONTOUR INTERMEDIATE CONTOUR SET BACK LINE PERENNIAL STREAM EXISTING EASEMENTS EXISTING PAVED ROADS EXISTING DIRT ROADS EXISTING VEGETATION PROPOSED ROADS EXISTING FENCES HOUSE LOCATION (SYMBOL) 30,000 SF BUILDING ENVELOPE Earthwork Analysis Section Total Cut (CY) Total Fill (CY) Cut/Fill Balance 1 19599 17177 -2422 2 9330 8411 -919 3 10908 8448 -2460 4 6786 8137 1351 5 1895 1341 -554 Note; Minus indicates more out Total Cut 48517 CY Total Fill 43514 CY Total Earthwork 92031 CY Total Balance -5004 CY Albemarle County Community Development EnQineerinLy Review Compliance Ceritification I CERTIFY THAT THESE FINAL PLANS MEET THE REQUIREMENTS OF THE ALBEMARLE COUNTY ZONING ORDINANCE, THE WATER PROTECTION ORDINANCE, THE SUBDIVISION ORDIANCE, AND THE DESIGN STANDARDS MANUAL, AND ARE PREPARED IN ACCORDANCE WITH THE ENGINEERING EXPEDITED REVIEW FINAL PLANS CHECKLIST.. SIGNATURE DATE ESC Legend CE CONSTRUCTION ENTRANCE E. & S. SD. & SEC. NO, 3.02 CR CONSTRUCTION ROAD STABILIZATION E. & S. SD. & SEC. NO, 3.03 FILTREXX SILTSOXX SS FILTREXX SS & DM. & SEC. 6.1.1 -x X X- AL TERNATIXF SILT FENCE WITH WIRE SUPPORT E. & S. SD. & SEC. N0. 3.05-1 RUNOFF DIVERSION SOXX FILTREXX SS & DM. & SEC. 5.1.6 AZ TET/iVA 7_1X5 TEMPORARY DIVERSION DIKE E. & S. STD, & SPEC. NO. 3.09 ST TEMPORARY SEDIMENT TRAP E. & S. SD. & SEC. N0. 3.13 OP OUTLET PROTECTION E. & S. STD. & SPEC. N0. 3.18 FDC FILTREXX DITCHCHEXX FILTREXX SS & DM. & SEC. 6.1.3 AL TE/71VA T/!/E ROCK CHECK DAMS E. & S. STD; & SPEC. NO. 3.20 SC STORMWATER CONVEYANCE CHANNEL UTILITY STREAM CROSSING US E & S SD. & SEC. NO. 3.25 TO TOPSOILING E. & S. STD. & SPEC. NO, 3.30 CV FILTREXX COMPOST VEGETATED COVER FILTREXX SS & DM. & SEC. 5.1.7 TEMPORARY SEEDING E. & S. STD. & SPEC. NO. 3.32 S PERMANENT SEEDING E. & S. STD. & SPEC. NO. 3.32 AZ TEf7NA T/!/E EC FILTREXX EROSION CONTROL BLANKET FILTREXX SS & DM. & SEC. 5.1.8 SOIL STABILIZATION BLANKET MATTING E. & S. STD. & SPEC. NO. 3.36 DUST CONTROL DC E. & S. STD. & SPEC. NO. 3.39 LIMIT OF DISTURBANCE SEDIMENT TRAP DRAINAGE AREA Revisions 1.01/15/05: County Comments 2.02/14/07: County Comments 3.05/14/07: Contractor Updates 4.08/16/07: Final Submission 15-5C- P LAXS OtJL`� APPROVED by the Albemarle County Community Development Department Date /•�<� gT" � Flla _ _ o -L,Zj2 " I Sheet No.: ESC 52 OF 76 -- ---------------------------------------------------------------------------------------•-----------------------------•-- ----------------------------------------------------------------- --------------------------------------------------------------------------------------- Bundoran Farm Page 2 1 Bundoran Farm Page 4 ,-------------.-------•-----------.--•---- ----------------------------------------------•-----------.------------------------------------------.--•--- Bundoran Farm Page 6 Erosion and Sediment Control Narrative Erosion and Sediment Control Narrative ; Erosion and Sediment Control Narrative Bundoran Fa�nm I Spec. 3.03 2. Construction Road Stabilization - E&S Std. & Sp Minimum Standards f (b) All previously constructed man-made channels shall be analyzed by the use of a ten- its banks by the The ingress/egress road shall be stabilized as required. year storm to verify that stormwater will not overtop and use of a Installation of all erosion and sediment control measures shall conform to the 1992 Virginia Erosion two-year storm to demonstrate that stormwater will not cause erosion of channel bed Erosion & Sediment Control Narrative 3. SiltSoxx - Filtrexx Standard Specifications and Design Manual for Erosion and Sediment Control, and Sediment Control Handbook. Critical measures required on this project are summarized below: or banks; and Albemarle County, Virginia Version 5.0 SiltSoxx SS shall be installed in a sequenced manner as shown on the laps. O q p 1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days c Pipes and storm sewers stems shall be analyzed b the use of a ten-year storm to O p Y Y Y Y December 18, 2006 after final grade is reached on any portion of the site. Temporary soil stabilization shall be verify that stormwater will be contained within the pipe or system. ALTERNATIVE applied within seven days to denuded areas that may not be at final grade but will remain Rev. January 16, 2007 dormant for longer than 30 days. Permanent stabilization shall be applied to areas that are to be c. If existing natural receiving channels or previously constructed man-made channels or pipes Silt Fence with Wire Support- E&S Std. & Spec. 3.05-1 left dormant for more than one year. are not adequate, the applicant shall: Silt Fence with Wire Support shall be installed where shown on the plans. 2. Daring construction of the project, soil stockpiles and borrow areas shall be stabilized or (1) Improve the channel to a condition where a ten-year storm will not overtop the banks 4. Culvert Inlet Protection - E&S Std. & Spec. 3.07-8 protected with sediment trapping measures. The applicant is responsible for the temporary and a two-year storm will not cause erosion to the channel bed or banks; or Culvert Inlet Protection shall be installed where shown on the plans. protection and permanent stabilization of all soil stockpiles on site as well as borrows areas and soil intentionally transported from the project site. (2) Improve the pipe or pipe system to a condition where the ten-year storm is contained 5. Runoff Diversion Soxx - Filtrexx Standard Specifications and Design Manual for Erosion and within the appurtenances; or j Sediment Control, Version 5.0 3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently the Tans. Runoff Diversion Soxx (RDS) shall be installed m a sequenced manner as shown on e p established until a round cover is stabilized. Permanent vegetation shall not be considered s g - from a . that will not cause the pre -development merit oak runoff rate 3 Develop a site design O p gn p p p achieved that, is uniform, mature enough to survive and will inhibit erosion. two-year storm to increase when runoff outfalls into a natural channel or will not cause ALTERNATIVE the pre -development peak runoff rate from a ten-year storm to increase when runoff j 4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to outfalls into a man-made channel; or Temporary Diversion Dike - E&S Std. & Spec. 3.09 trap sediment shall be constructed as a first step in any land -disturbing activity and shall be Diversion Dikes shall be installed as shown on the plans to direct clean water away from the made functional before upslope land disturbance takes place. (4) Provide a combination of channel improvement, storm water detention or other construction area. Diversion Dikes shall be stabilized with temporary seeding and EC-2 matting measures which is satisfactory to the plan -approving authority to prevent downstream wherever slope is grater than 2%. 5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions erosion. j immediately after installation. OR d. The applicant shall provide evidence of permission to make the improvements. 6. Sediment traps shall be designed and constructed based upon the total drainage area to be served Temporary Fill Diversion - E&S Std. & Spec. 3.10 by the trap or basin. e. All hydrologic analyses shall be based on the existing watershed characteristics and the ultimate Temporary Fill Diversion shall be installed as shown on the plans to direct sediment from fill development of the subject project. area to the proposed sediment basins. Fill Diversion shall be stabilized with temporary seeding ; a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of and EC-2 matting wherever slope is grater than 2%. drainage area and the trap shall only control drainage areas less than three acres. I f. If the applicant chooses an option that includes storm water detention he shall obtain approval from the locality of a plan for maintenance of the detention facilities. The plan shall set forth the Me KE ECA RS O N 6. Temporary Sediment Trap - E&S Std. &Spec. 3.13 b. Surface runoff from disturbed areas that is comprised of flow from drainage areas greater maintenance requirements of the facility and the person responsible for performing the LANDSCAPE ARCHITECTS •CONSULTING ENGINEERS •LAND PLANNERS A Temporary Sediment Trap shall be installed where indicated on the plans. See attached than or equal to three acres shall be controlled by a sediment basin. The minimum storage maintenance. calculations for sizing of Sediment Traps. capacity of a sediment basin shall be 134 cubic yards per acre of drainage area. The otutfall 301 East High Street, Charlottesville, VA-22902 system shall, at a minimum, maintain the structural integrity of the basin during a twenty- g. Outfall from a detention facility shall be discharged to a receiving channel, and energy j Tel: 434-979-7522 Fax: 434-977-1 194 7. Stormwater Conveyance - E&S Std. & Spec. 3.17 five year storm of 24-hour duration. Runoff coefficients used in runoff calculations shall II dissipaters shall be placed at the outfall of all detention facilities as necessary to provide a vwvw.mckeecarson.com Stormwater Conveyance shall be constructed as shown on the plans. See attached calculation for correspond to a bare earth condition or those conditions expected to exist while the i stabilized transition from the facility to the receiving channel. sizing. sediment basin is utilized. j h. All on -site channels must be verified to be adequate. 8. Outlet Protection - E&S Std. &Spec. 3.18 7. Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Outlet Protection shall be installed where shown on the plans. See attached calculations for Slopes that are found to be eroding excessively within one year of permanent stabilization shall i. Increased volumes of sheet flows that may cause erosion or sedimentation on adjacent property dimensions. be provided with additional slope stabilizing measures until the problem is corrected. shall be diverted to a stable outlet, adequate channel, pipe or pipe system, or to a detention facility. 9. DitchChexx- Filtrexx Standard Specifications and Desig_�n Manual for Erosion and Sediment 8. Concentrated runoff shall net flew down cuter Fill slopes unless contained within an adequate Control, Version 5.0 temporary or permanent channel, flume or slope drain structure. j. In applying these storm water runoff criteria, individual lots or parcels in a residential, DitchChexx (FDC) shall be installed where shown on the plans to stabilize existing/proposed commercial or industrial development shall not be considered to be separate development channels. 9. Whenever water seeps from a slope face, adequate drainage or other protection shall be projects. Instead, the development, as a whole, shall be considered to be a single development provided. project. Hydrologic parameters that reflect the ultimate development condition shall be used in ALTERNATIVE all engineering calculations. 10. All storm sewer inlets that are made operable during construction shall be protected so that I Rock Check Dams - E&S Std. & Spec. 3.20 sediment -laden water cannot enter the conveyance system without first being filtered or k. All measures used to protect properties and waterways shall be employed in a manner which Rock check dams shall be installed where shown on the plans to stabilize existing/proposed otherwise treated to remove sediment. minimizes impacts on the physical, chemical and biological integrity of rivers, streams and other chmiriels. waters of the state. 11. Before newly constructed stormwater conveyance channels or pipes are made operational, 10. To soilin - E&S Std. & Spec. 3.30 p g p n and an required temporary or permanent channel limn shall be adequate outlet protection y q p y p g Management Strate ies g g_ Topsoil will be stripped from areas to be graded and stockpiled for later use. Stockpile locations installed in both the conveyance channel and receiving channel. shall be located on -site and are to be stabilized with temporary vegetation. Selection of the seed 1 1. Construction should be sequenced so that grading operations can begin and end as quickly as mixture will depend on the time of year it is applied. Prior to land -disturbing activities, the 12. When work in a live watercourse is performed, precautions shall be taken to minimize possible. contractor shall submit a supplementary E & S plan to the owner covering the off -site stockpile encroachment, control sediment transport and stabilize the work area to the greatest extent area which would have to be approved by the plan approving authority before any off -site + possible during construction. Nonerodible material shall be used for the construction of 2. The job contractor shall be responsible for the installation and maintenance of all erosion and activity commences. causeways and cofferdams. Earthen fill may be used for the structures if armored by nonerodible sediment control practices. cover materials. 3. Sediment trapping measures shall be installed as a first step in grading and shall be seeded and I ti_�_ y . LILCUI ll ltilla LCd 111 LTl LCILLcLICly 1V11V Wllt� 11 LJ 1d11C1tIlJ1 L. : Bundoran Farm Bundoran Farm Page 3 Bundoran Farm Page 5 Bundoran Farm Page 7 Erosion and Sediment Control Narrative Erosion and Sediment Control Narrative Erosion and Sediment Control Narrative Erosion and Sediment Control Narrative January 16, 2007 11. Coin osed Vegetated Cover- Filtrexx Standard Specifications and Design Manual for Erosion and 13. When a live watercourse must be crossed by construction vehicles more than twice in any six- 4. Areas which are not to be disturbed shall be clearly marked by flags, signs, etc. Project Description Sediment Control, Version 5.0 month period, a temporary vehicular stream crossing constructed of nonerodible material shall All areas disturbed by construction (Stormwater Conveyance Channel, grading, channel form by be provided. Soil stockpiles and borrow areas The proposed 2,300 acres of Bundoran Farm is a by -right subdivision with 94 lots. Many house sites are placing Diversion Soxx etc.) will be stabilized with Composed Vegetated Cover (CVC) located at the intersection of the contiguous hardwood forest and the existing and future agricultural I immediate) following the conclusion of clearing operations. + Y g g p 14. All applicable federal, state and local regulations pertaining to working in or crossing live Topsoil will be stripped from areas to be graded and stockpiled for later use. Stockpile locations shall land. The proposed development consists of approximately 8 miles of road with 41 culverts and 5 P p p pp Y watercourses shall be met. be located on -site and are to be stabilized with temporary vegetation. Selection of the seed mixture will bridges. The total disturbance area on site is 45 acres which is 1.96% of the total site. In order to control ALTERNATIVE I depend on the time of year it is applied. No off -site areas will be disturbed as part of this project. water quality, 125 ft of stream buffer on either side of the perennial streams has been proposed. 15. The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse Temporary Seeding: E&S Std. & Spec. 3.31 is completed. Construction Schedule Existing Site Conditions i All areas disturbed by construction will be stabilized with temporary seeding immediately following the conclusion of clearing operations. Unless otherwise specified, temporary seeding 16. Underground utility lines shall be installed in accordance with the following standards in It is our understanding that site work construction will be beginning once final approvals have been The 2,300 acres of Bundoran Farm comprise an extraordinary parcel of farmland, forest, orchards, will be done with a seed mix approved by the Owner prior to application in accordance to E&S addition to other applicable criteria: received. cottages and estates in southern Albemarle County. The landscape of the farm is varied, but in many Std. and Spec. 3.31 of the 1992 Virginia Erosion and Sediment Control Handbook. ways typical of rural Albemarle. Roughly half of the farm is wooded, a good example of well- a. No more than 500 linear feet of trench may be opened at one time. managed mature Piedmont hardwood forests. Orchards bearing red and golden delicious apples OR Construction Sequence cover approximately 175 acres. The remainder, roughly a thousand acres, is fenced, well -watered b. Excavated material shall be placed on the uphill side of trenches. if pastures of orchardgrass and fescue, and home to a very well -managed cow/calf operation. The farm Permanent Seeding: E&S Std. & Spec. 3.32 C. Effluent from dewatering operations shall be filtered or passed through approved sediment The project shall be constructed in the order as mentioned below: is also home to two estates, nine rental cottages and numerous agricultural shops, barns and other outbctildings. The entire site is divided into 3 primary drainage areas. The runoff from drainage areas 1 All disturbed areas required permanent and long lived vegetative cover will be stabilized with permanent seeding immediately following the conclusion of clearing operations. Unless f flowing trapping device, or both, and discharged in a manner that does not adversely affect o g 1. Install the construction entrances. Clear for and install all erosion and sediment control measures e and 2 flow into the perennial streams through several intermittent streams and ditches while runoff i otherwise specified, permanent seeding will be done with a seed mix approved by the Owner streams or off -site property. (SiltSoxx, Diversion Soxx, Sediment Traps etc.) as shown on the plan. Stockpile topsoil and from drainage area 3 flows into an intermittent stream through several ditches. prior to application in accordance to E&S Std. and Spec. 3.32 of the 1992 Virginia Erosion and d. Material used for backfilling trenches shall be properly compacted in order to minimize stabilize as required. Adjacent Areas Sediment Control Handbook. erosion and promote stabilization. 2. Perform grading (cut/fill) on the site for road and stormwater conveyance channel and stabilize 12. Compost Erosion Control Blankets- Filtrexx Standard Specifications and Design Manual for them with Construction Road Stabilization (CRS), Erosion Control Blanket (ECB), DitchChexx The proposed development will be straddling Plank Road (SR-692) west of US-29 South and Edge Erosion and Sediment Control, Version 5.0 e. Res tabilization shall be accomplished in accordance with these regtulations. (FDC), Compost Vegetated Cover (CVC) etc. Install all culverts and bridges Valley Road (SR-696) north of Plank Road. This scenic property is familiar to commuters and cyclists Compost Erosion Control Blankets (ECB) shall be placed where indicated on Erosion & Sediment f. Applicable safety regulations shall be complied with. before/simctltaneotusly with the grading as shown on the plan. and to the agricultural community of Albemarle as the home of the Albemarle County Fair. Control Plan. 3. Place culvert inlet protection, as shown on the plan, immediately after installation of proposed ALTERNATIVE 17. Where construction vehicle access routes intersect paved or public roads, provisions shall be culverts and bridges. made to minimize the transport of sediment by vehicular tracking onto the paved surface. Where Off -site Areas Matting: E&S Std. &Spec. 3.36 sediment is transported onto a paved or public road surface, the road surface shall be cleaned I 4. Remove all the erosion and sediment control measures when site is completely stabilized. No off -site areas will be disturbed as part of this project. The total earth work balance will be EC-2 matting shall be placed where indicated on Erosion & Sediment Control Plan. thoroughly at the end of each day. Sediment shall be removed from the reads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed approximately 5,000 cubic yard in the form of cut. 13. Dust Control - E&S Std. & Spec. 3.39 only after sediment is removed in this manner. This provision shall apply to individual Maintenance Dust Control practices shall be employed to prevent surface and air movement of dust from development lots as well as to larger land -disturbing activities. All erosion and sediment control measures will be checked weekly, after each runoff -producing Soils exposed soil surfaces and reduce the presence of airborne substances which may be harmful or in'urious to human health, welfare, or safety, or to animal or plant life. J 18. All temporary erosion and sediment control measures shall be removed within 30 days after final ) rainfall event and repaired as necessary. Seeded areas will be checked regularly to ensure that a good Soil information is obtained from the Soil Survey of Albemarle County of Virginia. Soil boundaries are site stabilization or after the temporary measures are no longer needed, unless otherwise stand is maintained. Reseeding and straw mulch will be applied as necessary. shown on the map and each soil type is identified by a symbol. authorized by the local program authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent Critical Areas Permanent Stabilization I further erosion and sedimentation. Approximately 760 acres 33% of project site appears to be within critical slopes. No building PP Y ( ) p J pP p g 1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days P Y Pp Y 19. Stormwater Runoff Consideration (MS-19) footprints are proposed on critical slopes. However, the 30,000sf building envelope required by the after final grade is reached on any portion of the site. Temporary soil stabilization shall be County of Albemarle would exist within areas of critical slopes. Besides these areas and limited road applied within seven days to denuded areas that may not be at final grade but will remain Properties and waterways downstream from development sites shall be protected from sediment areas, there would be no parking, recreation or stormwater facilities that would exist within critical dormant for longer than 30 days. Permanent stabilization shall be applied to areas that are to be deposition, erosion and damage due to increases in volume, velocity and peak flow rate of slopes. Approximately 4.5 acres (0.2 %) of disturbed area are in critical slopes. Care must be taken to left dormant for more than one year. stormwater runoff for the stated frequency storm of 24-hour duration in accordance with the insure that all erosion and sediment control measures are properly installed and maintained. All following standards and criteria: E&SC measures shall conform to FILTREXX Standard'Specifications and Design Manual, Version 5.0 2. During construction of the project, soil stockpiles and borrow areas shall be stabilized or a. Concentrated stormwater runoff leaving a development site shall be discharged directly into an or VA E&SC Handbook 3rd Edition. protected with sediment trapping measures. The applicant is responsible for the temporary p pP g PP p protection and permanent stabilization of all soil stockpiles on site as well as borrows areas and adequate natural or man-made receiving channel, pipe or storm sewer system. For those sites Erosion and Sediment Control Measures soil intentionally transported from the project site. where runoff is discharged into a pipe or pipe system, downstream stability analyses at the outfall of the pipe or pipe system shall be performed. Unless otherwise indicated, all erosion and sediment control practices will be constructed and i 3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently maintained according to FILTREXX Standard Specifications and Design Manual for Erosion and I stabilized. Permanent vegetation shall not be considered established until a ground cover is b. Adequacy of all channels and pipes shall be verified in the following manner: Sediment Control, Version 5.0 or minimum standards and specifications of the Virginia Erosion and achieved that is uniform, mature enough to survive and will inhibit erosion. (1) The applicant shall demonstrate that the total drainage area to the point of analysis Sediment Control Handbook (1992). The Albemarle county Erosion and Sediment Control Inspector shall have authority to direct the contractor to replace any erosion and sediment control product of I 4. Sediment traps, perimeter dikes, sediment barriers and other measures intended to trap sediment within the channel is one hundred times greater than the contributing drainage area of Filterexx with traditional measures given in Virginia Erosion and Sediment Control Handbook in the shall be constructed as a first step in any land -disturbing activity and shall be made functional the project in question; or event that the Inspector concludes that the Filtrexx products are not performing as well as traditional before upslope land disturbance takes place. O 2 (a) Natural channels shall be analyzed by the use of a two-year storm to verify that measures. i 5. Stabilization measures shall be applied to earthen structures such as dikes and diversions stormwater will not overtop channel banks nor cause erosion of channel bed or 1. Temporary Construction Entrance - E&S Std. & Spec. 3.02 immediately after installation. banks; and A Temporary Construction Entrance shall be installed where indicated on the plan. The Construction Entrance shall be paved with a wash rack. --------------------------------------------------------------------------------------------------------------------------------------------------------- -----------------------------•--------------------•-------------------- --- - I - -.... - - ------------------•------------------------------ McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. U V �. Cd Z 0 W Revisions: 1.01/15/05: County Comments 2.02/14/07: County Comments 3.05/14/07: Contractor Updates 4.08/16/07: Final Submission Scale: NA Date: 12/18/06 Project No.: 0511 Designed: BT;PC Checked: ER; RBM Sheet No.: ESC CIS 53 Of 76 Sediment Trap design - HT1 drainage area (acres) (<3) 0.28 AR = trap volumes: GRIGDirL CRES7OFSTJNEWEIR. I :��'.� elevation (ft) area (so volume(cy) 816 240- 818 392 23.4 DRY $TQPAGE h VM'SLE' 820 576 35.9 821.5 912 41.3 - 822 1040 18.1 WET$TORAIiE 4,. , _ .' . ... .. FILTER CLOTH 9TUCRIAL LRGUND ELEV. wet storage: '=EE FLATE.313-1 COA25E.•RECP.Tc ' GI.E,•S X RIFRAP. wet storage required (cy) (67*DA) 18.8 bottom of stone weir (ft) 820.0 wet storage provided at this elevation (cy) 59.3 slope of wet storage sides 1:1 weir length (ft) (6xDA) 1.7 dry storage: bottom of trap elevation (ft) 764 dry storage required (cy) (67*DA) 18.8 bottom trap dimensions: 24' x 10' crest of stone weir 821.5 top of dam elevation (ft) 770.5 dry storage provided at this elevation (cy) 41.3 top width of dam (ft) 3.0 slope of dry storage sides 2:1 top trap dimensions 42' x 28' Sediment Trap design - HT2 drainage area (acres) (<3) 0.15 YAR°er trap volumes: CREST OF STWIE WEIR c elevation (ft) area (so volurne(cy) GROUND t 823 19.3 - -- 824 45.2 1.2 DRY Srn,RAGE N 4?P.fA3lE' 826.75 158.1 10.4 828 382.3 12.5 829 610.6 18.4 WE STORAIiE - te{CArAr_a) 4RicUUC. CRfiDND wet storage: ,FkT£R.GLO'rN u wet storage required (cy) (67*DA) 10.1 -SEE FIATS-3.13-1 coA E c R£c r" cvss x Ru RA: bottom of stone weir (ft) 826.8 wet storage provided at this elevation (cy) 11.5 slope of wet storage sides 1:1 weir length (ft) (6xDA) 0.9 dry storage: bottom of trap elevation (ft) 823 dry storage required (cy) (67*DA) 10.1 bottom trap dimensions: 9' x 2' crest of stone weir 828.0 top of dam elevation (ft) 829 dry storage provided at this elevation (cy) 12.5 top width of dam (ft) 2.5 slope of dry storage sides 2:1 top trap dimensions 26' x 18' Sediment Trap design - HT3 drainage area (acres) (<3) 0.1 trap volumes: F - RESTT�F STONE YJEIR elevation (ft) area (so volume(cy) GROUND 886 47.7 - 888 167.6 8.0 DRY$TORAeE �vra e 889 319.7 9.0 r f 890 504.3 15.3 WE STORAIiE 4` M \ \ FA. £P. Gr.otH ORIGINAL MftWNO wet storage: �,EXCAIA. wet storage required (cy) (67*DA) 6.7 •-SE'c FL5T£ 7.IJ-1 COA.25E AC..RLGME" CtA!j!.X ii'RA?. bottom of stone weir (ft) 888.0 wet storage provided at this elevation (cy) 8.0 slope of wet storage sides 1:1 weir length (ft) (6xDA) 0.6 dry storage: bottom of trap elevation (ft) 886 din/ storage required (cy) (67*DA) 6.7 bottom trap dimensions: 23.75' x 4.75' crest of stone weir 889.0 top of dam elevation (ft) 890 dry storage provided at this elevation (cy) 9.0 top width of dam (fo 2.5 slope of dry storage sides 2:1 top trap dimensions 36' x 14' Sediment Trap design - HT4 drainage area (acres) (<3) trap 0.15 I VVAR�J volumes elevation (ft) area (so volume(cy) CREST GROUND ND rter: 815 19.6 fr 816 42.7 1.2 818 112.8 5.8 DAY 5FORATE - N vlRP3 E 819 159.9 5.1 820 278 8.1 WE STORAGE 820.5 348.2 5.8 .4. MAY- 821.5 821.5 515.3 16.0 - GLUM OL IRWL , °RGUNG wet storage: -SEE PLATE 3.13-+ coA? a� RCGxr wet storage required (cy) (67*DA) '10.1 bottom of stone weir (ft) 819.0 wet storage provided at this elevation (cy) 12.0 slope of wet storage sides 1:1 weir length (ft) (6xDA) 0•9 dry storage: bottom of trap elevation (ft) 815 dry storage required (cy) (67*DA) 10.1 bottom trap dimensions: 6.5' x 2.5' crest of stone weir 820.5 ' top of dam elevation (ft) 821.5 dry storage provided at this elevation (cy) 13.9 top width of dam (ft) 2.5 slope of dry storage sides 2:1 top trap dimensions 24.5' x 21' Sediment Trap design - W01 drainage area (acres) (<3) 0.5 1 trap volumes: elevation (ft) area (sovolume(cy) CRICL"IAL' CREST OF STUNS WEIR GROUND'I tLer. I 736 95 Y _ 9 738 204 740 350 11.1 20.5 DRY STORAGE " vAL3E jjj 742 771 41.5 WE'r STORAGE (C{CAVATED) 1 } iETER -0totH OIEGIIUL +1 wet storage: wet storage required (cy) (67*DA) 33.5 -SEE PLATE 3.13-1 CVA45E E" C4455 I RiPRA' bottom of stone weir (ft) 740.0 wet storage provided at this elevation (cy) 31.6 slope of wet storage sides 1:1 weir length (ft) (6xDA) 3.0 dry storage: bottom of trap elevation (ft) 736 dry storage required (cy) (67*DA) 33.5 bottom trap dimensions: 12.5' x 7.5' crest of stone weir 742.0 top of dam elevation (ft) 743 dry storage provided at this elevation (cy) 41.5 top width of dam (ft) 3.0 slope of dry storage sides 2:1 top trap dimensions 38' x 27' latl ROAD NAME ABBREVIATION ROAD NAME ABBREVIATION BUNDORAN FARM DRIVE BF CRESCENT LANE CL DERRY LANE SC TOM FOREST LANE TF BALLYSHANNON LANE SH TOM PRESERVE LANE TP GOODLING ROAD GD QUARTZ HILL LANE QH WINSOME ORCHARD LANE WO HIGHTOP DRIVE HT CARPENTER ROAD CID LILLY ROAD LI COUNTY FAIR LANE CF Sediment Trap design - SC9 drainage area (acres) (<3) 0.2 trapvolumes:I �yuj. .CREs7.OF5T4NDEWEIR I I T��.tt elevation (ft) area (so volume(cy) CROUN° �L'1_A' ' 708 200L _ 710 336 19.9 DRYSFOR.AI.E wa vrRN3Ce' 712 504 31.1 713.5 963 40.8 1,"11C$TARAGE .�ACWMTED) FuEg= GtorR OIUCIIIAL LRGV.NO wet storage: .. Et.rv. wet storage required (cy) (67*DA) 13.4 -SEE FI.ATE. 3.13-} .COARrE d:..RECATE" GIASS. I' Rk'RA[?. bottom of stone weir (ft) 712.0 wet storage provided at this elevation (cy) 51.0 slope of wet storage sides 1:1 weir length (ft) (6xDA) 1.2 dry storage: bottom of trap elevation (ft) 708 dry storage required (cy) (67*DA) 13.4 bottom trap dimensions: 20' x 10' crest of stone weir 713.5 top of dam elevation (ft) 714.5 dry storage provided at this elevation (cy) 40.8 top width of dam (ft) 4.0 slope of dry storage sides 2:1 top trap dimensions 38' x 28' Sediment Trap design - SC2 drainage area (acres) (<3) 0.3 1 L ArAG�E 1 - trap volumes: elevation (ft) area (sf) volume(cy) cRlc ru -CRESTOF-STONEI I WEIR' I uzec�`� 772 34 774 126 776 260 5.9 14.3 pRY,STORAfiE - •' vt)laE 777.5 478 20.5 778 562 9.6 WET ;TORAr g (F(GMATED) 4, WX FILTER CCOM ..UAL wet storage: up; wet storage required (cy) (67*DA) 20.1 S-_E FIA,TE..3.,3-1 ,COARSE AD..R4C:.TE," CVSS T lib RA?: bottom of stone weir (ft) 776.0 wet storage provided at this elevation (cy) 20.2 slope of wet storage sides 1:1 weir length (ft) (6xDA) 1.8 dry storage: bottom of trap elevation (it) 772 dry storage required (cy) (67*DA) 20.1 bottom trap dimensions: 17' x 2' crest of stone weir 777.5 top of dam elevation (ft) 778.5 dry storage provided at this elevation (cy) 20.5 top width of dam (ft) 4.0 slope of dry storage sides 2:1 top trap dimensions 33' x 18' Sediment Trap design - GD1 drainage area (acres) (<3) 0.24NeLE-� trap volumes: - ORIGIN&-CREDJ.OF 574RE WEIR I { elevation (ft) area (so volume(cy) ; k. E ,l"° - 688 32 �.°--- - 690 120 5.6 DRY STORAGEVAAtiB'.E•: 692 240 13.3 693.5 480 20.0 694.5 680 21.5 WETSTORAIiE 4• .4A.•C F4:TER:GlQ'.i( 9R1:vUL LRGU,ND wet storage: ,SEE PLATE 313-1 COARSE\Ar..RFW4. Mlr I RIPRA?. wet storage required (cy) (67*DA) 16.1 bottom of stone weir (ft) 692.0 wet storage provided at this elevation (cy) 19.0 slope of wet storage sides 1:1 weir length (ft) (6xDA) 1.4 dry storage: bottom of trap elevation (ft) 688 dry storage required (cy) (67*DA) 16.1 bottom trap dimensions: 16' x 2' crest of stone weir 693.5 top of dam elevation (ft) 694.5 dry storage provided at this elevation (cy) 20.0 top width of dam (ft) 4.0 slope of dry storage sides 2:1 top trap dimensions 34' x 20' Sediment Trap design - CF1 drainage area (acres) (<3) 0.42 l VI VARABLE trap volumes: ES rOF S OtIE WEIR - CIGLIJ� CRIES _JTititEL' elevation (ft) area (sovolume(cy) ;, , - .ROUND•.- o' 682 96 684 224 11.9 DAY.. STORAGE ,r vwL3 686 384 22.5 687.5 684 29.7 688.5 924 29.8 WET$TORAGE (EXCAVATED) Fd;£R Gt4til ONICIfLAE f.RGUND wet storage: _SEE PLATE 3,13-1 COAfE A GnGATF, C,ASS I RIFW,- wet storage required (cy) (67*DA) 28.1 bottom of stone weir (ft) 686.0 wet storage provided at this elevation (cy) 34.4 of wet storage sides 1:1 (slope weir length (ft) (6xDA) 2.5 dry storage: bottom of trap elevation (ft) 682 dry storage required (cy) (67*DA) 28.1 bottom trap dimensions: 24' x 4' crest of stone weir 687.5 top of dam elevation (ft) 687.5 dry storage provided at this elevation (cy) 29.7 top width of dam (ft) 3.0 slope of dry storage sides 2:1 top trap dimensions 42' x 22' Sediment Trap design - CF2 drainage area (acres) (<3) 0.2 tI�'I ?`R trap volumes: CREST OF STUNS WEIR' cRlGctr-� � f.+,RIAeLe"_) elevation it area (so volume(cy) GROUND 708 24 - 710 96 4.4 URY STORAGE N A vNGatE' 712 200 11.0 713.5 416 17.1 714 600 9.4 INErSTORAGE a' � (EXCAVATED) Fk.?ER.CLOtN 'Ril;l CRGDNG wet storage: wet storage required (cy) (67*DA) 13.4 -cc` PLATE 3.11-1 COA'<SE A^'j,.RYC:.{g'' cIA55 I RB'Rh bottom of stone weir (ft) 712.0 wet storage provided at this elevation (cy) 15.4 slope of wet storage sides 1:1 weir length (ft) (6xDA) 1.2 dry storage: bottom of trap elevation (ft) 708 dry storage required (cy) (67*DA) 13.4 bottom trap dimensions: 12' x 2' crest of stone weir 713.5 top of dam elevation (ft) 714.5 dry storage provided at this elevation (cy) 17.1 top width of dam (ft) 4.5 slope of dry storage sides 2:1 top trap dimensions 30' x 20' Sediment Trap design - CF3 drainage area (acres) (<3) 0.43 �l<J trap volumes: - CRICINAL CRESTAF-STONE WEIR I elevation (ft) area (so volume(cy) GROUND 728 88 730 208 11.0 DRY STORAGE A iAR(^HLE' 732 360 21.0 734 760 41.5 735 1008 32.7 WET STORA41i 4 VAX. (E.<CAJATED) FK.TER GLoni IMC411Al. GROUND wet storage: wet storage required (cy) (67*DA) 28.8 _SE FLATS. 3.13-1 COa2SE Ag3RECATZ" c6F 95'I RR'RAP bottom of stone weir (ft) 732.0 wet storage provided at this elevation (cy) 32.0 slope of wet storage sides 1:1 weir length (it) (6xDA) 2.6 dry storage: bottom of trap elevation (ft) 728 dry storage required (cy) (67*13A) 28.8 bottom trap dimensions: 22' x 4' crest of stone weir 734.0 top of dam elevation (ft) 735 dry storage provided at this elevation (cy) 41.5 top width of dam (ft) 3.5 slope of dry storage sides 2:1 top trap dimensions 42' x 24' Sediment Trap design - CF4 drainage area (acres) (<3) 0.18*� trap volumes: ' I': elevation (ft) area (so volume(cy) CRIL`KL-CREST.OF ST')NEYlEIR e .., 764 12 766 80 3.4 768 180 9.6 DAY SroRAGE ^ VARL'T,.IS 769.5 390 15.8 770.5 570 17.8 Y1111 RA'E . (e(avnsEO) ¢, MIX . • . Fk ;'ER GLOni 401JIIAL ` Cft4VN0 wet storage: Ell•Y: wet storage required (cy) (67*DA) 12.1 fSEE FLATS 3.13-1 COAtSE kC'.f2,-"GA7c" G1A:t5 j: NpRi.�' bottom of stone weir (ft) 768.0 wet storage provided at this elevation (cy) 13.0 slope of wet storage sides 1:1 weir length (ft) (6xDA) 1.1 dry storage: bottom of trap elevation (ft) 764 dry storage required (cy) (67*DA) 12.1 bottom trap dimensions: 12' x 1' crest of stone weir 769.5 top of dam elevation (ft) 770.5 dry storage provided at this elevation (cy) 15.8 top width of dam (ft) 3.0 slope of dry storage sides 2:1 top trap dimensions 30' x 19' Sediment -Trap design - SH1 drainage area (acres) (<3) 0.1 A J trap volumes: GR emu., CREST OF STOt1E VIEIR cG�RO!ND I I elevation (ft) area (so volume(cy) r 756 40`,;u 758 111 5.6 neryroRAsg N :vua �' 760 214 12.0 761 348 10.4 762 573 17.1 WET ST= E L ' FILTER. CtOTR 1T(LIJRAL aRGv.ND . Wet Storage: -:SEE FLATS. 3.13-1 COAnE AUCPM ATE-" c1ATs"( RITRh? wet storage required (cy) (67*DA) 6.7 bottom of stone weir (ft) 760.0 wet storage provided at this elevation (cy) 17.6 slope of wet storage sides 1:1 weir length (ft) (6xDA) 0.6 dry storage: bottom of trap elevation (ft) 756 dry storage required (cy) (67*DA) 6.7 bottom trap dimensions: 9.5' x 4' crest of stone weir 761.0 top of dam elevation (ft) 762 dry storage provided at this elevation (cy) 10.4 top width of dam (ft) 2.5 slope of dry storage sides 2:1 top trap dimensions 28' x 20' Sediment Trap design - SH2 drainage area (acres) (<3) 1.5 ARy%`£ -� trap volumes: - cwG ua .CREST �OF STV11E WEIR I�I nv a elevation (ft) area (so volume(cy) GR°1k° 789 509 1A 790 626 21.0 URY STOHA ,E N _ R wA143 E' 792 881 55.8 793 1020 35.2 r 794 1318 43.3 wET STORAGE 4, � 795 1647 54.9 (E;ceAV�SE°) R Gtaif otacuuL CRGV,NO �Fk wet storage: EE PLATE 573-1 GQAASE A .R£GAM ' 445S I R6'RA? wet storage required (cy) (67*DA) 100.5 bottom of stone weir (ft) 793.0 wet storage provided at this elevation (cy) 112.0 slope of wet storage sides 1:1 weir length (ft) (6xDA) 9.0 dry storage: bottom of trap elevation (ft) 789 dry storage required (cy) (67*DA) 100.5 bottom trap dimensions: 49' x 12' crest of stone weir 795.0 top of dam elevation (ft) 796 dry storage provided at this elevation (cy) 98.2 top width of dam (ft) 3.0 slope of dry storage sides 2:11 top trap dimensions 70' x 31' Sediment Trap design - BF1 drainage area (acres) (<3){�. I' /AR4IBLE ;Jt trapvolumes: mes: CiUCiil:J: CREST Or STONE WEIR elevation (ft) area (so volume(cy) GROUND t t 696 162 --°_ 698 286 16.6 DRY STORAGE 700 442 27.0 ' 701.5 736 32.7 702 850 14.7 wETSrOI{a3E I (ERCAYAIEfI) �,. 5 - -9{UGLAL ORJA 1 )1 wet storage: .edT`R.CLotF( ELEY. wet storage required (cy) (67*DA) 10.1 -SEE FtAT-3.13-1 ,COAw+f A^G•R_OA7." CLA?.5.:1;RtF'W- bottom of stone weir (ft) 700.0 wet storage provided at this elevation (cy) 43.6 slope of wet storage sides 1:1 weir length (ft) (6xDA) 0.9 dry storage: bottom of trap elevation (ft) 696 dry storage required (cy) (67*DA) 10.1 bottom trap dimensions: 18' x 9' crest of stone weir 701.5 top of dam elevation (ft) 702.5 dry storage provided at this elevation (cy) 32.7 top width of dam (ft) 5 slope of dry storage sides 2:1 top trap dimensions 36' x 27' Sediment Trap design - BF2 drainage. area (acres) (<3) 0.12 R \A UBtE 1 trap volumes: I elevation (ft) area (so volume(cy) CRICIN& CREST OF STUfIE WEIR o- 750 162 uer: G- 752 286 16.6 DRY STORAGE 753 442 13.5 _ f.e•J:P.1+3LE' 754 736 21.8 755 850 29.4 YIETSTORacE (e<cnvnr_o) 4, 1 tI. R.GLCLH 911UL CRGVNO 'wet storage: .. t' wet storage required (cy) (67*DA) 8.0 rSEE FU_.?-3-13-i .COAL, Jr., 4£G:i-c CL•SS _ ....I FWRA?. bottom of stone weir (ft) 753.0 wet storage provided at this elevation (cy) 30.1 slope of wet storage sides 1:1 weir length (ft) (6xDA) 0.7 dry storage: bottom of trap elevation (ft) 750 dry storage required (cy) (67*DA) 8.0 bottom trap dimensions: 16' x 0.75' crest of stone weir 754.0 top of dam elevation (ft) 755 dry storage provided at this elevation (cy) 21.8 top width of dam (ft) 2.5 slope of dry storage sides 2:1 top trap dimensions 38' x 16 75' Sediment Trap design - BF3 drainage area (acres) (<3) trap volumes: 0•32 I ,•I. V•RW3F elevation (ft) area (so volume(cy) MGM_, CRESTOF STQHE C, 'To; WEIR ---- 754.5 38.6 756 74.6 3.1 758.5 171 11.4 DAYSTORAGE 'x a VAR11aLE 760 231 11.2 wET STORAGE ': - Ctom oRiCJUAL wet storage: �Fd..E:r. ELGY wet ( storage required (cy) (67*DA) q 21.4 SEE RLATE. 3.13-1 COARSE W.QM!!aTe CI(5S RIFRA?; bottom of stone weir (ft) 758.5 wet storage provided at this elevation (cy) 14.5 slope of wet storage sides 1:1 dry storage: weir length (ft) (6xDA) 1•9 dry storage required (cy) (67*DA) 21.4 bottom of trap elevation (ft) 754.5 crest of stone weir 760.0 bottom trap dimensions: 13.5' x 4' dry storage provided at this elevation (cy) 11.2 top of dam elevation (ft) 761 slope of dry storage sides 2:1 top width of dam (ft) 2.5 top trap dimensions 49.5' x 23.5' I i I I I Sediment Trap design - BF4 drainage area (acres) (<3) 0.44 r• . vARtAL9i.£ "'- trap volumes: CRO0h -CREST.{.1F STONE WEIR elevation (ft) area (so volume(cy) / cRO.uryDi etrr _�_ ..._. 756.5 97 - - 758 188.75 7.9 DRY$TORAGE N , vrRva E' 759.5 420.6 16.9 760 512.75 8.6 761 719.3 22.8 YJETSTORA,iE A. (ec".i,VATCD - Fd.TER GtOri1 wet storage: .. Ec FIATE. 3.13-1 ;COARSEAGGRyCATu" Gls:,s I R4•RA': wet storage required (cy) (67*DA) 29.5 bottom of stone weir (ft) 759.5 wet storage provided at this elevation (cy) 24.9 slope of wet storage sides 1:1 weir length (ft) (6xDA) 2.6 dry storage: bottom of trap elevation (ft) 756.5 dry storage required (cy) (67*DA) 29.5 bottom trap dimensions: 23.5' x 4' crest of stone weir 761.0 top of dam elevation (ft) 755 dry storage provided at this elevation (cy) 31.5 top width of dam (ft) 3.0 slope of dry storage sides 2:1 top trap dimensions 40.5' x 24' Sediment Trap design - BF5 0.44 7' VARL'BLE !•(t drainage area (acres) (<3) .' 'I--I� trap volumes:.fREST.UF'STONE WEIR 'L+FREPE'L:_ elevation (fo area (so volume(cy) 748 38.6 750 74.6 4.2 DRvs7nracE N Vw" 752 171 9.1 754 231 14.9 WET STORA(iE ,EXCAVATED) �Futri CLOFN "9TUGUlAL riqwso £4Er. wet storage: Ea FRA;= z!3-1 "DAR-E Accr3ECAr" CN sg I RORA. wet storage required (cy) (67*DA) 29.5 bottom of stone weir (ft) 752.0 wet storage provided at this elevation (cy) 13.3 slope of wet storage sides 1:1 weir length (ft) (6xDA) 2.6 bottom of trap elevation (ft) 748 dry storage: dry storage required (cy) (67*DA) 29.5 bottom trap dimensions: 23' x 4' crest of stone weir 754.0 top of dam elevation (ft) 755 3.0 dry storage provided at this elevation (cy) 14.9 top width of dam (ft) 44.5' x 24.5' slope of dry storage sides 2:1 top trap dimensions Sediment Trap design - BF6 drainage area (acres) (<3) 0.32 1. VARN°`E• trap volumes: cRlcl,'w CREST OF STONE WEIR p U� elevation (ft) area (so volume(cy) yu, ^0 ,„ ° -•-, 755.5 18.1 756 34 0.5 DRY STORAGE - VAiY LE' 758 129.1 6.0 759.5 290 11.6 761 603 24.8 WETSTORA6E ,EACAYarb) " Fa.T¢J; ctatN� OfUCJtuL fiRftX wet storage: 'SEE FLAiE.3,1.3-1 COARSE AGGBCOATE" GLNSS.I IDPRA.'. wet storage required (cy) (67*DA) 21.4 bottom of stone weir (ft) 759.5 wet storage provided at this elevation (cy) 18.2 slope of wet storage sides 1:1 weir length (fo (6xDA) 1.9 dry storage: bottom of trap elevation (fo 755.5 dry storage required (cy) (67*DA) 21.4 bottom trap dimensions: 11.75' x 2' crest of stone weir 761.0 top of dam elevation (ft) 762 dry storage provided at this elevation (cy) 24.8 top width of dam (ft) 2.5 slope of dry storage sides 2:1 top trap dimensions 51.75' x 19.75' Sediment Trap design - BF7 drainage area (acres) (<3) 0.58 - trap volumes: cluGieRr� CREST OF sT')NE WEIR elevation (ft) area (so volume(cy) GROURD �L �� ..�°. ! 760.5 204 762 351 15.4 DRY STORAGE 764.5 631 45.5 N " 766 1040 46.4 V 'STORAGE E.{CAlATED) Fd,T�R GLa.'1{ ORIGINAL GR4V,ND ... _ .. LLEy. � wet storage: -SEE PLATE 3,13-1 C'JARSE AIZAEGt.TE" c SS T RFRAn_ wet storage required (cy) (67*DA) 38.9 bottom of stone weir (ft) 764.5 wet storage provided at this elevation (cy) 60.9 slope of wet storage sides 1:1 weir length (ft) (6xDA) 3.5 dry storage: bottom of trap elevation (fo 760.5 dry storage required (cy) (67*DA) 38.9 bottom trap dimensions: 32' x 7.5' crest of stone weir 766.0 top of dam elevation (ft) 767 dry storage provided at this elevation (cy) 46.4 top width of dam (ft) 2.5 slope of d storage sides 2:1 top trap dimensions 53' x 24' Sediment Trap design - BF8 drainage area (acres) (<3) 0.15 '' VARVIBLE - trap volumes: ciNGsu .CREST rw STONE WEIR raR Ae�':'•� j -i elevation (ft) area (so volume(cy) ,/ GR00 L \" Nt 741 24 742 52 1.4 DRYSTORAI-E N' a,]S' 744 133 6.9 745 186 5.9 746 324 9.4 WETSTORAIiE iCEacn°.•uEo) - Fk,T£R . GtOTiI 9RQ UUL ..GVNG wet storage. wet storage required (cy) (67*DA) 10.1 .SEE PLATE. 3.13-1 COA25E rF.C.REC;.rE" C1A±s I RIyR!? bottom of stone weir (ft) 745.0 wet storage provided at this elevation (cy) 14.2 slope of wet storage sides 1:1 weir length (ft) (6xDA) 0.9 dry storage: bottom of trap elevation (ft) 741 dry storage required (cy) (67*DA) 10.1 bottom trap dimensions: 5.5' x 4.5' crest of stone weir 746.0 top of dam elevation (ft) 747 dry storage provided at this elevation (cy) 9.4 top width of dam (ft) 2.5 slope of dry storage sides 2:1 top trap dimensions 24' x 20' Sediment Trap design - CP1 drainage area (acres) (<3) trap volumes: :CREST OF STONE Vim 'GR'w"°, elevation (ft) area (sf) volume(cy) 'r ELEY:' 790 20 792 84 3.9 DRY STOFW GE Rua e� 794 180 9.8 795.5 384 15.7 796.5 560 17.5 WEI STORAGE 4 (cX..AVATEO) . Fg..ER.0 qn( - 9R1431vE CR4UND £Ltv wet storage: EE PUTS. 7.1J-1- .COARSE ALCREwir ylw-!. I Rt RAA wet storage required (cy) (67*DA) 10.7 bottom of stone weir (ft) 794.0 wet storage provided at this elevation (cy) 13.6 slope of wet storage sides 1:1 weir length (ft) (6xDA) 1.0 dry storage: bottom of trap elevation (ft) 790 dry storage required (cy) (67*DA) 10.7 bottom trap dimensions: 10' x 2' crest of stone weir 795.5 top of dam elevation (ft) 796.5 dry storage provided at this elevation (cy) 15.7 top width of dam (ft) 4.0 slope of dry storage sides 2:1 top trap dimensions 28' x 20' McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. ,NLTH O,,, y paROBERT B. MCKEE9 NO. 7783 rd�0 14� '41 I.SIONAL 1� �I U -- tL� 1r 1�,11 Revisions: 1.01/15/05: County Comments 2.02/14/07: County Comments 105/14/07: Contractor Updates 4.08/16/07: Final Submission Scale: NA Date: 12/18/06 Project No.: 0511 Designed: BT;PC Checked: ER; RBM Sheet No.: ESC Sediment Trap design - CP2 drainage area (acres) (<3) 0.39 ''i vAR"E' " rr^'1 trapvolumes: CRIG47PE CREST.OF SNUE WEIR" I •ems- . '' elevation (ft) area (so volume(cy) e ;h° r'" ` 798 72 ° 800 176 9.2 DRY SCORAliE- YMu3'£' 802 312 18.1 803.75 627 30.4 804.75 851 27.4 WET $IORA69 (EACWATEp) . - ....... _. FCrER.Gt<ilt QR11 FAC GRQVNO Lievc wet storage: stES FUTE. Y1,3-t C°h?SE 0.''61, Tii.{E» ctASS:'Y Rk•Rh:.. wet storage required (cy) (67*DA) 26.1 bottom of stone weir (ft) 802.0 wet storage provided at this elevation (cy) 27.3 slope of wet storage sides 1:1 weir length (ft) (6xDA) 2.3 dry storage: bottom of trap elevation (ft) 798 dry storage required (cy) (67*DA) 26.1 bottom trap dimensions: 18' x 4' crest of stone weir 803.8 top of dam elevation (ft) 804.75 dry storage provided at this elevation (cy) 30.4 top width of dam (ft) 4.0 slope of dry storage sides 2:1 top trap dimensions 37' x 23' Sediment Trap design - CP3 drainage area (acres) (<3) 0.18 '' ""E• trap volumes:T CR1Qh`{!;' r'REST �OFSTQIIE WEIR' lPi2t1Bi.2 it elevation ft area S volume(cy)GROOkO 812 20 814 84 3.9 DRY STORAGE .>,' Y,YiN3iE 816 180 9.8 817.5 384 15.7 818.5 560 17.5 WETSrORAGE . leA:nvrro) �FA:(ER ctvni '9tacuut cRpuRo qtv: wet storage: .yWinE ACzaR -refs 9.4Ai5.1-R6'RA.?. wet storage required (cy) (67*DA) 12.1 bottom of stone weir (it) 816.0 wet storage provided at this elevation (cy) 13.6 slope of wet storage sides 1:1 weir length (ft) (6xDA) 1.1 dry storage: bottom of trap elevation (ft) 812 dry storage required (cy) (67*DA) 12.1 bottom trap dimensions: 10' x 2' crest of stone weir 817.5 top of dam elevation (ft) 818.5 dry storage provided at this elevation (cy) 15.7 top width of dam (ft) 5.0 slope of dry storage sides 2:1 top trap dimensions 28' x 20' Sediment Trap design - CP4 drainage area (acres) (<3) 0.13 va} na t trap volumes: elevation ft area (so volume(cy) Ce/cclrw' RESTOF-STONE WEIR- � 776 16 o -. 778 64 3.0 URY srORAI;E K VAR"ut` 780 144 7.7 781.5 324 13.0 782.5 484 15.0 WETSrORAt}E (E•.tCAVATSG) a' C6G(H 9tlicltt*C �fN:?R. °.RQVNG E4EY- wet storage: -SEE PUTS 3.13-L CJt��ir .Y+Y..F.�"C.tE<f� ctlSS.j Rk•Rh°. wet storage required (cy) (67*DA) 8.7 bottom of stone weir (fo 780.0 wet storage provided at this elevation (cy) 10.7 slope of wet storage sides. 1:1 weir length (ft) (6xDA) 0.8 dry storage: bottom of trap elevation (ft) 776 dry storage required (cy) (67*DA) 8.7 bottom trap dimensions: 4' x 4' crest of stone weir 781.5 top of dam elevation (ft) 782.5 dry storage provided at this elevation (cy) 13.0 top width of dam (ft) 4.0 ,slope of dry storage sides 2:1 top trap dimensions 22' x 22' Sediment Trap design - CP5 drainage area (acres) (<3) trap volumes: 0•24 elevation (ft) area (so volume(cy) CglGi:lfy CREST OF STONE WEIR' GROUR -* 786 32 788 120 5.6 790 239.2 13.3 DRY SroR,a61E ; % Y,V PU E" 791.5 480 20.0 792.5 680 21.5 WETSTORAGE (e.cA4ArEo) a• MAK.. E1MR Ctonl 92:1UL cRGtIN7 wet storage: ^.:F_2 Ftj�rS. �•13-1 CJAaE ACY.,AEQAr." c t�s x Ry:RR, wet storage required (cy) (67*DA) 16.1 bottom of stone weir (it) 790.0 wet storage provided at this elevation (cy) 18.9 slope of wet storage sides 1:1 dry storage: weir length (ft) (6xDA) 1.4 dry storage required (cy) (67*DA) 16.1 bottom of trap elevation (it) 786 crest of stone weir bottom trap dimensions: 16' x 2' dry storage provided at this elevation (cy) 791.5 20.0 top of dam elevation (ft) 792.5 slope of dry storage sides 2:1 top width of dam (fo top trap dimensions 3.0 34' x 20' Sediment Trap design - CP6 drainage area (acres) (<3) 0.31 vA vein trap volumes: elevation (ft) area (so volume(cy) CRIIIh^lfi CRESLOE-STONE WEIR' :1.4"DnF12 808 48 810 140 7.0 812 264 15.0 DAY Sro RA(;E - N YlRN3'.Ei 813.6 529 23.5 - 814.6 736 23.4 WETSTORAQE <EXCWATS°) ' -- Fitr@R. CC4(H '9MIRaC GRGU,NG wet storage: .s.=E2 FLATS.J 13-1 COARK Ar-eEG4Tq' { Ct u$.I RIFRA. wet storage required (cy) (67*DA) 20.8 bottom of stone weir (it) 812.0 wet storage provided at this elevation (cy) 21.9 slope of wet storage sides 1:1 weir length (ft) (6xDA) 1.9 dry storage: bottom of trap elevation (ft) 808 dry storage required (cy) (67*DA) 20.8 bottom trap dimensions: 16' x 3' crest of stone weir 813.6 top of dam elevation (ft) 814.6 dry storage provided at this elevation (cy) 23.5 top width of dam (ft) 3.0 slope of dry storage sides 2:1 top trap dimensions 34.4' x 21.4' ROAD NAME ABBREVIATION ROAD NAME ABBREVIATION BUNDORAN FARM DRIVE BF CRESCENT LANE CL DERRY LANE' SC TOM FOREST LANE TF BALLYSHANNON LANE SH TOM PRESERVE LANE TP GOODLING ROAD GD QUARTZ HILL LANE QH WINSOME ORCHARD LANE WO HIGHTOP DRIVE HT CARPENTER ROAD CID LILLY ROAD LI COUNTY FAIR LANE CF Sediment Trap design - CP7 drainage area (acres) (<3) 0.47 trap volumes: .eusr OF -STONE WEIR' 4_ elevation (ft) area (so volume(cy) L• _.: 814 64 816 216 10.4 DRY STORAGE 818 400 22.8 819.75 799 820.75 38.9 _ 1071 34.6 WET STORAGE a• nux.. "(eRcnvArE!?) .. FaiER.CtQtFi-9RtGitLtC , G2GfJN0 wet storage: E FikT'.1J-t COA?w'E: xG..REQ.vw' S1fS3."r NM•tL,a. wet storage required (cy) (67*DA) 31.5 bottom of stone weir (ft) 818.0 . wet storage provided at this elevation (cy) 33.2 slope of wet storage sides 1:1 weir length (ft) (6xDA) 2.8 dry storage: bottom of trap elevation (ft) 814 dry storage required (cy) (67*DA) 31.5 bottom trap dimensions: 32' x 2' crest of stone weir 819.75 top of dam elevation (ft) 820.75 dry storage provided at this elevation (cy) 38.9 top width of dam (ft) 4.0 slope of dry storage sides 2:1 top trap dimensions 51' x 21' Design Information (Input) Channel Invert Slope So = 0.0500 ft/ft Channel Manning's N N = 0.035 Bottom Width B = 0.0 ft Left Side Slope Z1 = 3.0 ft/ft Right Side Slope Z2 = 3.0 ft/ft Freeboard Height F = ft Available Channel Depth Y = 1.00 ft Normal Flow Condtion (Calculated) Channel Capacity (Discharge) Q = 17.4 cis Froude Number Fr = 1.44 Flow Velocity V = 5.8 fps Flow Area A = 3.0 sq ft Top Width T = 6.0 ft Wetted Perimeter P = 6.3 ft Hydraulic Radius R = 0.5 ft Hydraulic Depth D = 0.5 ft Specific Energy Es = 1.5 ft Centroid of Flow Area Yo = 0.3 ft Specific Force Fs = 0.3 kip Channel Normal Depth Private Road Earthwork Analysis Road Earthwork Calculations Rlmrlmmn Farm 8/14/2007, 8:43 PM Mckee Carson November 2. 2006 SectioArea- T6t41CUi Pptalkilt TQtatsatkvo�k Cut/Rr1( Lengtho' f�,�4),T.. Ealahe (Loactruay, ift); f totE s;T, (Acres)(CY):; .. (QY):.., ; , , 1 Hightop 28.2 14998.6 16273.64 31272 1275 N/A Drive 8532 1 Quartz Hill 1.50 3894 801 4695 -3093 1643 Lane Crescent 0.41 706 102 808 -604 602 2 Carpenter Road 14.10 5705.47 6262.04 11967.509 556.571 5507 County Fair 9.30 3467.61 2085.521 5553.128 -1382.09 3991 2 Lane S..ectiori Rawl Area t'gtal. Cut Tgttil t?11t Cot tl° J �rthtytirk' Cti�%ki11 Lath a` .(CYI _.(GY.), .... fGY) . %, 4 plf(ergnce Ra-WAY,{ft) 0.es:' 2 Lilly 0.50 157.304 63.462 220.766 93.842 321 Road '--' .,, <. ',. i '..! 3 '� .,S.E ,cr, ..-.. :.-; >. Yf ,.? .,t.:.<,.,�,�Fr fk. ,`'. �. }.,e..;�<„�� p �1 'Y`s :.�".< ,. ., ,�jl�Iz,: .,F1 f.,;,1�i 5 ...<Irz .«r. r. «!„-•". t . �' .9..4t:. 5 Goodling 4.77 1727.05 1306.175 3033.225 420.875 1930 Road _ 3 Derry Lane 13 5357.34 4383.923 9741.26 -973.414 5906 +Ballyshannon Lane 3 Winsome 3.96 3713.38 1523.895 5237.278 -2189.49 1330 Orchard Ln 3 Tom Forest 1.11 152,769 321.19 473.959 158.421 753 Lane 3 Tom Preserve 4.06 1684.13 2219.102 3903.228 534.976 1834 Lane °y, � <� l ET 1„�4 *4 s 5� � '• ��'JS �.... 1 Y::,+1'% i �<f�,4 '.h F� �5y ".: rf *� ,.c 31' �, h,# sX d"�t 1 '` �� s�: f } SK `3i '`�. j" }i,,. ' r i<.:®.,. �.. 6 SE.3 r .A. ::'... a u[., i� ., t3A.x a%. ) .ia �,. 3t,-<..A"�z . :.x n. . ,ua�l • �i<aai�i v3."�L.ra�$.n5 Y7 � �� �"]'_ .,�i�?w_ t',.t ..._ wi�'.us� !, >� nep.`."�.vxf.3. �,�.., t�".Ln .F.-:r : Tao �k'.. +W 4 Bundoran Farm 17.65 6785.94 8136.909 14922.851 1350.967 7771 Drive F 3:' Fy. . U Y i Z 45" >'xs'. t.k'4 i l k - ,�:§) .-ar.•n,e:-.ax ,x�`'r :,�,�i.k�>,_.. .'<�,'r`.'..,�'-.c�,.ks �..•s>?.::.darl�'^,e t.C.%cCe.�k`1., e,rti2'Y fM ,_�r'se,c=, 3) r.ifxT.adw.e - ivltn rerers to vuu I Ivlournalnous I titum otanualus, **Fill figures with 10% added to account for compaction; DdId11GC Oulliffidry Sect�iaq � mkt T�}}t� �uf Total Fil) Cut/�F�11, �: 1 19599 17177 -2422 2 9330 8411 -919 3 10908 8448 -2460 4 6786 8137 1351 5 1895 1341 -554 Note - minus value indicates more Cut Total Cut 48517 CY Total Fill 43514 CY Total Earthwork 92031 CY Total Balance: -5004 CY Grass -Type Pasture (Short Grass) Limiting Manning W 0.035 Permissible Velocity (fps) 5.00 Design Information (Input) Channel Invert Slope So = 0.0500 ft/ft Channel Manning's N N = 0,035 Bottom Width B = 0.0 ft Left Side Slope Z1 = 3.0 ft/ft Right Side Slope Z2 = 3.0 ft/ft Freeboard Height F = ft Available Channel Depth Y = 1.00 ft Normal Flow Condtion (Calculated) Channel Capacity (Discharge) Q = 17.4 cfs Froude Number Fr = 1.44 Flow Velocity V = 5.8 fps Flow Area A = 3.0 sq ft Top Width T = 6.0 ft Wetted Perimeter P = 6.3 ft Hydraulic Radius R = 0.5 ft Hydraulic Depth D = 0.5 it Specific Energy Es = 1.5 ft Centroid of Flow Area Yo = 0.3 ft Specific Force Fs = 0.3 kip Channel Normal Depth 8/14/2007, 8:44 PM McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, derails, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. �$ p,L TH OF I ROBERT B. MCKEE9 NO. 7783 �o w� s`yIONAL� Revisions: . 01/15/05: County Comments 02/14/07: County Comments 3.05/14/07: Contractor Updates 4.08/16/07: Final Submission Scale: NA Date: 12/18/06 Project No.: 0511 Designed: BT;PC Checked: ER; RBM Sheet No.: ESC F" t I - - ! it - , I - i I I i ' I . I I I . -, , ; - I _ ,_ - — — - I -- .- '_ __ I—- - -- - I' II " " 1 1 i I / . ; I I/ / -11, , 11 \ 1�1. . -- . � . _ - - ." _� -. i i T " � I ! I i "i, ii '! I I 1 ! I 1 ;: i ;' ), : I I .' / � "� , - .- -_ - -...- , ", --,..-..-- 1� " __ -_ -_ . , / I ; � I I . / 11, I I : . ., I 1� . 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THE PERMITTEE SHALL NOTIFY CONTRACTOR THAT NO I I �' I , 1-1 * // il i. I i i I \ /- -_'�' \ \ \ \ / / / / I i " 11 ___1 J I ' ,' I I , _� , t I I., -- 5 \' , , , i �� \ \ '� - ACTIVITIES ARE TO OCCUR IN THESE MARKED SURFACE. - � I I, '.. ', \ - 11 I . , \ � '_ I I I /I / i i , ,,, ". \ / __ -, -,-- __ __ - " / � i I \ i' , � (_ .1. \ I , - , '\ \ I \ \ I . / / / / / / 11 \ '. / . t t : ". � "I 1) � I ', -'Y 11 \" 11� , '.' \ \ \ -1 / / I . ' / / .11 ...- " ,` /' / ", � '� _" ..--.-- _ -1 - _ . __ .---- _ _ - " I I i I . \ It �)' _A_'�'_J' \ \ 11 I \ \ / � I I I/ 11 / 11 - _1 - ". '. ' / I \ "I _ ___ _ ", / , I i I ). (' '�".'.' " "I \ \ 11 \ i / / / , , / . � _ ,_ "I I I 4 \ \ I �' '�'_ It -f- , I /' / / " / - -1. 1 __ _ 11 "' .- I / k � % . .' \ .,.-. __ - ,_ I,- ._1 , I t I I I I'll (' �, �. . ) 5 1, \ '\" - � '. . \ , I \1 I . I .- __ --.-.--, ,_ .-" 'l- , ', \ \ - I i I ,it / / ! , / / / , ". " __ __ __ _ -"* - _",ii- ,,- '.'. 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I I 1, / I / / RLTREXX SS & DM. & SEC. 5.1.1 0� l" �." "��,'��"T""'';'P� _. / , / X E. & S. STD. & SPEC. NO. 3.3 2 Ill " SS "I Z, / I @ I - '�i�',� �.Z'�-', �'�-""'�',"'. __ .11 . � , .' 44.1 Q I , "_."� _,:' , _�_ - ---. "I / ' / / AZ T,FRIV,4 711ILc "I ., .�' . _______�'___ - � '. I � - . 11 � " - __ - \ .i_1 / � I - �: - � - .. , "', .1 "�Ivz'�-. n"o �'i - ___ ' ./ / / / / / ,11 . l� . , "'.�-�' __ , . , " """", __ _ 1-1* .1 - � ,_ I I , "�,"4�' '_ I- __ '< / " ( - ;:� - � - -1 / / ,,- '. I " �,��,��,��',,'-�',;,�.,4,-�.,-'.',,".I I .. / . � - " - 1, -, - - I/ / / / / SILT FENCE WITH WIRE SUPPORT .11 11 I " " I '-;.1-"l I I / I E. & S. SD. & SEC. NO. 3,05-1 I" , . I - Q7 __ .l '. '. ,.it, , �i;;�' "'�"""'.- .-- - -y-_-- - \ / " I I K) A' Notes 1, PERMANENT SEEDING � A, (01 I ..., I �".�-. _'�:'t�-,'� - - k - ..". I \ I", l" / / / / / / / / S E. & S. STD. & SPEC. N 0. 3.3 2 , " .- I I �' �jz -1, 119. -I __ '' , -.1 ',-..;;;�N" - ___ .- 1, ,` . J . - - I , "i 4-� - �3t . - - ., "'-"-' -�.-\ '__ "" I/ / "' � , '�""-"� , I- \ / / � I 1, " '�"" _ ", �� I / I 'i . .� I .. �_ .1-11,z?, I :�_� ___ ,l, . / A"�A",. - , - 'Ir� 11 - I--- , I __ -I' / '--i"I", '�._ I, 111�..'�;_'_z ' __ I � _� ", ' , ., '', --- `�a�'.'� -i*,' .; 11 . i - '\ .'Z�:- - � t. �.. , .-;�1'_,__ ' � � Iwlv I "lliA ...... - -- -- --- --- --- 1. EACH DAY, THE CONTRACTOR SHALL ONLY DISTURB THE AREA OF THE SITE WHICH \ . _'. l,, / __ 11 1 I., 19B - CULLEN L / / / I UTILITY STREAM CROSSING /41 'm "� - .- t11''i,'3,"' - OA / / 11 . -.1-1-1 .'.��. !l-, � . �' '-'�' .t" - .-I \ / / /I '��"' .- ' , * - , I / E. & S. SD. & SEC. NO. 3.25 / , , -111, 11 I - .;;'-"`Xt�� ��'.' .' - - , " I., - - ,�' '�' .. ,,,,, �4 " . _5 . I? / I . _'..', "�",'_ :::;: eN��'V�.,"' ��tl' S � / FILTREXX EROSION CONTROL BLANKET , , 'X . 4�j-' LT " �" - (2% TO 7% SLOPES) HE CAN STABILIZE BY THE END OF DAY. / / @ CID 4:�: . ��l �' � IV- . , ; ..' .%, � !'�;�"?!';;"� "e"�t / \ ": 1`11W��. I"�n�r'711 .. ," "' / / / FILTREXX SS & DM. & S E C. 5.1.8 / - 11 - . _71z,";;f�,'1117 ' ' ___ __ __ ' 11 1- " I . - --.-.- . -, .1 / @ - \ () \ , . , ,' (L-----.-. � - '.' /':�_' I/ _" � - __ - - 2. ONE 24 IN (610 MM) DIAMETER FILTEREXX DITCHCHEXX (FDC) SHOULD BE PLACED AT ". \ - ' _ "I -11 15-; " I. / / / / / / I/ ,qZ 1Z7gN1q TIVE / / I/ \ '\ Q \ I I �' .". . , I . -, / l . - - - � __ _..'_..._.___. ___ - ..--...-- __ -.- ---. __ -.-- ____ - 50 FT INTERVALS IN ALL PROPOSED STORMWATER CONVEYANCE CHANNELS. ", '_ A, '/ I / / / / I/ / RUNOFF DIVERSION SOXX . � � I - SOIL STABILIZATION BLANKET MATTING i / I / I ._;� I, \ k. 1. - , . SS /,.-- _', 11 \ z / / / FILTREXX SS & DM. & SEC. 5.1.6 1 - I I - - - I I I / / I 11 �. I ___ I / @ E* & S, STD, & SPEC. NO, 3,36 1 , ,D\ \ \ " _ , , I _r _V __ ". Q) '\ I \ ' I I I' _.. " / , 3. THE ALBEMARLE COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR SHALL \. '_' - -I' 11 1, �" / / / /I AZ 1Z1?1V,4 71 Z7 / ". \ \ . ". % \N \ \ " I. V .. 11, to HAVE THE AUTHORITY TO DIRECT THE CONTRACTOR TO REPLACE ANY EROSION AND \".1 - _. I .11 ", / / / / "I TEMPORARY DIVERSION DIKE (B / / I/ , '\ / . SEDIMENT CONTROL PRODUCTS OF FILTREXX WITH TRADITIONAL MEASURES - , \ / / '/ / / DUSTCONTROL 11 'I, N \ \ � 1. \ \ "'. -. / , - 1, \ GIVEN IN STATE E&S HAND BOOK IN THE EVENT THAT THE INSPECTOR CONCLUDES % ', "� .1 "' ./ A� '/ ". / I/ E. & S. STD. & SPEC, NO. 3.09 E. & S. STD. & SPEC. NO, 3.39 // / \ \ \ i% ill � .Ili ., I \ L 0 T _A 1-5- --- THAT THE FILTEREXX PRODUCTS ARE NOT PERFORMING AS WELL AS TRADITIONAL I l"� " ', I " "I / \// // / / / / / �� \ \ \ I 11 __ __ 1- MEASURES. _l -" .. I/ ' / /I N I \ , '�' - , 1-1 I - , '.I \' I \ %. I .' 1. ---- -- / �_ 11-,. "" z I/ / / / ' / / I I / / ' \ .. \ I I , /* , - - ---- - -'- ---5-4.9 0 2 AC. 4. ALL DITCHES TO BE STABILIZED WITH FILTREXX ECB MATTING. IF ALBEMARLE COUNTY \ "I TEMPORARY SEDIMENT TRAP LIMIT OF DISTURBANCE .. \ , \1 N 11 I , - 11 11.1 / I/ / E. & S. S D. & S E C. N 0. 3.13 i / , \ \ \ \ I \ 1\ \ I , �" . I I - -,.-- , , __ I � '� __ ", / ". "I /I I/ 0 1 f 11 // " ' \' \ I I _ - "" " �' _. EROSION AND SEDIMENT CONTROL INSPECTOR DEEMS CERTAIN ZONES OF ANY DITCH " - __ i- -1 / \ I \ I \ .% , .. Ill TO BE ERODING, CONTRACTOR IS TO REPLACE FILTREXX ECB LINING WITH EC3 MATTING -, / / \ / / / 1371� \ \\ \ . \ V - , ." ," / / OUTLET PROTECTION SEDIMENT TRAP DRAINAGE AREA "'M ..' " � 1, \ \ \ " -, - I/ �" AS DETAILED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK STANDARD 3.36. '_ / , / �2 "I - \. , \11 I \ \ I \ \' I.., I : ::_.._.._ 11 11, 11 " _�r__ / 11 M, I \ \ \\ \ \ \ � \1 \ \ I., I ., - - �' 1,' - - / � I / E. & S. S T D. & S P E C. N 0. 3,18 , , . , \ \ I \ \ \� " I . I i ' 1� I .- 5. ALL CULVERTS AND BRIDGES MUST BE PLACED DURING A PREDICTED DRY WEEK. CONTRACTOR --, � I—. -_ __ � I / / \ I / / & vi� \ I \ \ \ , \ \' . " \1 k ' .. Ild" '_ __ MUST STABILIZE INLET OF CULVERTS WITH PERMANENT SEEDING AND MATTING AND OUTLET OF '- I- , / / / . Scale V=50' Contour lnterval=2' \ \ V., - _'. I I "' / I 11 1\ \\, \ \ \ \ . \ \ \ I. .. " \1 \ I 11, ,, I -, I- ..1 ". I CULVERTS WITH RIP RAP AS -.SHOWN ON THE PLAN. I .. I.. ". I" 11 / " / 'N I'll / '_., FILTREXX DITCHCHEXX - _____ \ \ t ! \ I il"''� �_ "I I �. - ." " " - I \ %.\ \ \ \ " \ \ \ \ \ . I \' ... I / ._�' __ " " " '.1 z , _' _.- '/ Z � ", -, ". _'.. _ '_'_ __ '_ - -, I'- , -1 " I �_ �"' ," ./ I/ I/ 11 -, _' @ FILTREXX SS & DM. & SEC. 5.1.3 \ \ \ I I 111 ,11 . \ I �' I 11 I I., I'll, - 'i" __ / - "� 1-1 - ", �' �_ 1-1 .1 / , , '..� . 1- ", , . /I \/ I -L - \ I \1 \' , . I � \ I/ ( , -'�' ,-- / I 11 - - 11 , // ,," I --- --- I., � / / / '�� " ", AZ 7,_ -81V4 71V5 __ -----i I \ , \ I ' � t , 1. .11 �' " I- ,,' - � .- " I,/ /' \ I . 11-1 -.1- � I \ I I I % � I \' � I .1 .1 - I I - 1. / __.1 -1 I 01 .1 � I ' . a 0 60 100 20 ARM DRIVE Sta. 16+50 to 34+00 � McKEECARSON I CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Ca&n and Field Sport Concepts, Ltd. reserves its common law copy(ight and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. I UO Z-1 <� Ill P-4 44 Il 1� 0 , as �� P4 ;--q E-1 A - b-0 P4 �� ,-,:) ( t �7 ;............1 C) r n - W..q U �� I'l + ..Ztl F-I r-1 �� I - > -i -, 9 cr) 0 1-i Ct 4_1 ;-1 0 U �4 (8, - C) -a)- - .-I W r_Q W - ;..4 C11 + (=> M r�:) .1 �! (:) 0 ct -.4 ;:� �7' W 'C� �:) U, � r^ P-� �� .!:� �� �:) 0 = (n 0 P4 41 . Revisions: 11. 01/15/05: County Comments . 12.02/14/07: County Comments '13. 05/14/07: Contractor Updates 4. 08/16/07: Final Submission Scale: H: 1" = 50' Date: Project No.: 0511 Designed: BT;PC Checked: I ER; RBM I ==_a Sheet No.: ESC 56 Of 76 1 I i __ _1 -11, —1, — J Ili, I i I I I T, it it 0 T,/' A 9.1,,' /e/ (x C /e CV 7 2 1. 4 8 5, /A 9, f 'elf, 11 Je it LOT� A10 11, it P t F �,OT/ A8 A, 22.071,3 AC, 22/1 A Q -T,/ 61 A" (13 J ),) A z Z /I 4/1/ 'K \1A Y_ . .. .... kj 01 7— it I Je t z ;< "it le or L -1; M�!S i, te, 1, el I, " it S P AM (20/.\ I Q 1 1 7-,\ It ��EVERELY',�ROREDI,\ e S)J if I it /' � / I / / / , : / ." / i / I p fie 3A '19C CULLEN LO \r \26C3. DYKE CLAY L�AM. (7%.,TO`1,5% SLO ES, 5 GLOI��E nss J, 4 At zz V ee it z if it .4: 4 it z 266-3 'QYKE*1,C[ 0,, LOAM, 7% 1 Q r E-3 71� 'IV \T 0 SL 71 — — — — — — t In i e \ I \ \ . \ li, ". , SEVERELY ERODED), UP 6B le it 01 C C/ it W V X/> V 1_v D If Z7 57 L ]5 8 —2 X Xv— A ri J if 1'4,\C (3,HESTE, LOAM\ (7% T\O 15%�\SLOPEN A, "k V ---- ---- X, fit N, N. A\ % 0"T A 1 5'\ C 54902 A /V IN, T X el 0\ e:L A \y C,3' YKE---CL Y LUAM- t I NN 2T b' A 'N, 4/' T 0,115 (77 -0 P-E-S- el V % SL t SE'�EPeEl�-Y ERIQ -D @D Z J, N. 7, 'A X 5, Y A e it Y, --- ---- ---- y Legend It T % 0 LVffR T -BFGV4�, \E 5"10 day PERMANENT SEEDING STORMWATFP (-,C)f,,1\/FYAN1(-F CONSTRUC\ TION ENTRANC, TEMPORARY SEDIMENT TRAP INV 'Y ;Y �CD E. & S. SD. & SEC. NO. i02 E. &&SD. & SEC. NO.3.13 E. & S. STD. �PEC. NO. 3.32 CHANNEL' i - N '&�A; [,N,V OUT,15,175/ @cc _'SE E I U'.SHEETPP-? V, J CONSTRUCTION ROAD STABILIZATION OUTLET PROTECTION E. & S. STD. & SPEC. N 0. 3.18 FILTREXX EROSION CONTROL BLANKET E. & S. S D, & S E C. N 0. 3.0 3 FILTREXX SS & DM. & SEC. 5.1.8 Al Vb i 'A f ,4Z 7,F9N1q T111,F nu� FILTREXX SILTSOXX FILTREXX DITCHCHEXX FILTREXX SS & DM. & SEC. 5.1.1 -X—X—X—X- SOIL STABILIZATION BLANKET MATTING D \—""— FILTREXX SS & DM. & S E C. 5.1.3 E. & S. STD. & SPEC. NO. 3.36 Cr IqZ 7,FRN,4 TIVZF IqZ /7L -V c9N E Iq 71 1 1 W Scale__,V'=_50' Contour Interval=2' SILT FENCE WITH WIRE SUPPORT ROCK CHECK DAMS DUST CONTROL E. & S. SD, & SEC, NO, 3.05-1 E. & S. STD. & SPEC. NO. 3.2 0 E. & S. STD. & SPEC. NO. 3.39 0 UTILITY STREAM CROSSING TOPSOILING LIMIT OF DISTURBANCE E. & & SD. & SEC. NO, 3.25 0 50 100 200 E. & S. STD, & SPEC. NO. 3.3 0 - /4 T RUNOFF DIVERSION SOXX ,1110. 11fil 0, SEDIMENT TRAP DRAINAGE AREA le FILTREXX SS & DM. & SEC. 5.1.6 FILTREXX COMPOST VEGETATED COVER D BUNDORAN FARM DRIVE Sta. 34+00 to 51+00 FILTREXX SS & DM. & SEC� 5.1.7 7XF z te OP - 'A" AZ TF9NX 7 -C N,4 111ILL7 N 4Z 14. 9 TEMPORARY DIVERSION DIKE el VC) E. & S. STD. & SPEC. NO. 3.3 2 E, & S. STD. & SPEC. NO, 3,09 TEMPORARY SEEDING IT /21/3 /SIL 25C 10,YkE,, T LOA M (,'7-X 1"TQ"'15-/ -CULVERT BF If SLO�,ES) JN� It NCRE Al -ST3 X - -4-8 R�C-F EIVIR R/ TIR�P B'F 849 LF V IN, -7 6,4_ t )U SEff -IS S E 1- -4) F 'F--A;L-- -�HRET DP-21 CrT/ I / L /6, el I It CV 23�� 0, CE b it it 1. , 1, 1 f 1, / I 'N' It le, r)p All .1V, -ST4 "'N WENT TRAP BF r ED �A' SEE D-19 I N SHEET 19 'HEf te E)" 0� 4 DRAINAGE AREA: 0,44 ACRE E (25Y. 1,C) 1�5W SL:OPES) _,0�00 It le A 0001 It 0 N LOT \\/A 5 N 00 f e ee)�J, C ele (kRD @E 17 7, A C 1. It i I I J_ f It I I i i I i"'ttj:r� It it lit N N� It fill It EQ 4e - AGHE` LOAM- -3 A _7 (2 5t% TO 45% -SLOPES) .4 t Q_T' UPD C N 1, Lludl',�1&4 a fit, J //11. .1. 1 _ , f7%, TO 15% SLOPES) I IOU F_ N DYKE SILT'I'OAMI "A 1� i Ji If it Notes .. ..... ... TEMPORARY SEDIMENT TRAP BF-ST5 /* SEE D-19 IN SHEET ESC-19 DRAINAGE AREA: 0 44 ACRE 1. EACH DAY, THE CONTRACTOR SHALL ONLY DISTURB THE AREA OF THE SITE WHICH letee/1", N -L.C.)AIVI HE CAN STABILIZE BY THE END OF DAY. %.,TOI,UL -QLOPE,��_ igC It 2.ONE 24 IN (610 MM) DIAMETER FILTEREXX DITCHCHEXX (FDC) SHOULD BE PLACED AT ,-(7 1,� 50 FT INTERVALS IN ALL PROPOSED STORMWATER CONVEYANCE CHANNELS. D 'N 7 -:7 3.THE ALBEMARLE COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR SHALL SEDIMENT CONTROL PRODUCTS OF FILTEREXX WITH TRADITIONAL MEASURES Y HAVE THE AUTHORITY TO DIRECT THE CONTRACTOR TO REPLACE ANY EROSION AND ef GIVEN IN STATE E&S HAND BOOK IN THE EVENT THAT THE INSPECTOR CONCLUDES it t THAT THE FILTEREXX PRODUCTS ARE NOT PERFORMING AS WELL AS TRADITIONAL N MEASURES. fill f t lit 4.ALL DITCHES TO BE STABILIZED WITH FILTREXX ECB MATTING. IF ALBEMARLE COUNTY le EROSION AND SEDIMENT CONTROL INSPECTOR DEEMS CERTAIN ZONES OF ANY DITCH t, TO BE ERODING, CONTRACTOR IS TO REPLACE FILTREXX ECB LINING WITH EC3 MATTING -V i I i I I 1 1, / , I I I N "I \ ", " \ \ . . . \ \ \ I \ 1\ '1 1 1 / i ; e, 1, 1 / i / / v t AS DETAILED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK STANDARD 3.36. V % e, it ALL CULVERTS AND BRIDGES MUST BE PLACED DURING A PREDICTED DRY WEEK. CONTRACTOR 5 MUST STABILIZE INLET OF CULVERTS WITH PERMANENT SEEDING AND MATTING AND OUTLET OF CULVERTS WITH RIP RAP AS SHOWN ON THE PLAN. % ell L 01 T A\. 14,,, 2_,i 9'2,,, /A c-, If Ile p it 2 it IN, I % % N, Department of Environmental Quality Note . ..... //X If 1 ALL NONIMPACTED SURFACE WATERS AND COMPENSATORY MITIGATION AREAS WITHIN 50 FEET it V, -OF-WAY LIMITS SHALL BE CLEARLY S FLAGGED OR MARKED FOR THE LIFE OF THE CONSTRUCTION ACTIVITY AT THAT LOCATION TO cale V=50' Contour Interval=2' OF PERMITTED ACTIVITIES AND WITHIN THE PROJECT OR RIGHT PRECLUDE UNAUTHORIZED DISTURBANCES TO THESE SURFACE WATERS AND COMPENSATORY "fill, MITIGATION AREAS DURING CONSTRUCTION, THE PERMITTEE SHALL NOTIFY CONTRACTOR THAT NO ACTIVITIES ARE TO OCCUR IN THESE MARKED SURFACE. �X 0 0 50 100 24 BUNDORAN FARM DRIVE CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Ca&n and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd, TH OP -ROBERT B. MCKEE' NO. 7783 ONAL Revisions: �,-L. V.L1 15/05: County Comments 12.02/14/07: County Comments 3. 05/14/07: Contractor Updates 4.08/16/07: Final Submission Scale: H: V = 50' Date: 12/18/06 Project No.: 0511 Designed: BT;PC Checked: ER; RBM Sheet No.: ESC 57 Of 76 ` \ p \ \ \ \ - - - i r -- 1 I ! i / / !' i ! , / / / I / / / - / ! ! } I ! i i i i ) ; �, i ' \ \;\ n 'r ,,, k r - --- -_ .- ' - / Y 1 i 1 ! \ \ r ! - ! / !/ i % / / / 1 I ! / / / . / / / / r' .- ..,_• - / ,' i ! J ; \ (" /' / / ( I ! I \ _ _ _ / / / I . / j - - / i 1 # 1 1 l \ r •. i I f J f / i 1 ( \\ / r` , , \ ,\ ! _ / / _ r t I ", - '\ - i i `!' 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I r 1' 1 I'`ri ', \ \ l \ ' ! / /, 0 50 100 200 , t e/ ./ (J / I J 1 i I I 3 \`' \\ ` i \ I 14 `\ , \\ \ \ t I) -1 f ,r i \ t"/ t - r ! , ! / / I` l I I , /' } i I t ' t' i > ;: f Y� / I BUNK RA F1� f Q N I�:1VI DRIIVE Sta. 65+00 to 77+70 36 / / I r ? i i ( \ i., ; JI I I ! I . I I 11 ! h,) \ , • 09" 1. EACH DAY, THE CONTRACTOR SHALL ONLY DISTURB THE AREA OF THE SITE WHICH CE CONSTRUCTION ENTRANCE TO TOPSOILING E. & S. STD. & SPEC. NO. 3.30 HE CAN STABILIZE BY THE END OF DAY. E. & S. SD. & SEC. NO. 3.02 2. ONE 24 IN (610 MM) DIAMETER FILTEREXX DITCHCHEXX (FDC) SHOULD BE PLACED AT 50 FT INTERVALS IN ALL PROPOSED STORMWATER CONVEYANCE CHANNELS. CR CONSTRUCTION ROAD STABILIZATION E. & S. SD. & SEC. NO. 3.03 CV FILTREXX COMPOST VEGETATED COVER FILTREXX SS & DM. & SEC, 5.1.7 3. THE ALBEMARLE COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR SHALL HAVE THE AUTHORITY TO DIRECT THE CONTRACTOR TO REPLACE ANY EROSION AND AZ TERNfJT111E SEDIMENT CONTROL PRODUCTS OF FILTEREXX WITH TRADITIONAL MEASURES FILTREXX SILTSOXX GIVEN IN STATE E&S HAND BOOK IN THE EVENT THAT THE INSPECTOR CONCLUDES SS FILTREXX SS & DM. & SEC. 5.1.1 -x i< x x- TEMPORARY SEEDING THAT THE FILTEREXX PRODUCTS ARE NOT PERFORMING AS WELL AS TRADITIONAL E. & S. STD. & SPEC. NO. 3.32 MEASURES. AZ TEf7N,9 7111E SILT FENCE WITH WIRE SUPPORT 4. ALL DITCHES TO BE STABILIZED WITH FILTREXX ECB MATTING. IF ALBEMARLE COUNTY E. & S. SD. &SEC. N0. 3.05-1 PS PERMANENT SEEDING EROSION AND SEDIMENT CONTROL INSPECTOR DEEMS CERTAIN ZONES OF ANY DITCH E. & S. STD. & SPEC. NO, 3.32 TO BE ERODING, CONTRACTOR IS TO REPLACE FILTREXX ECB LINING WITH EC3 MATTING AS DETAILED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK STANDARD 3.36. US UTILITY STREAM CROSSING E. & S. SD. & SEC. N0. 3.25 EC FILTREXX EROSION CONTROL BLANKET 5. ALL CULVERTS AND BRIDGES MUST BE PLACED DURING A PREDICTED DRY WEEK. CONTRACTOR MUST STABILIZE INLET OF CULVERTS WITH PERMANENT SEEDING AND MATTING AND OUTLET OF FILTREXX SS & DM. & SEC. 5.1.8 CULVERTS WITH RIP RAP AS SHOWN ON THE PLAN. RUNOFF DIVERSION SOXX AZ 1r5117 ,47111E RD FILTREXX SS & DM. & SEC. 5.1.6 SOIL STABILIZATION BLANKET MATTING AZ 1-Ef7N,9T1J/E E. & S. STD. & SPEC. NO, 3,36 EE&PORSTD. &I SPEC NO.I 3.09 DC DUST CONTROL Department of Environmental Quality Note E. & S. STD. &SPEC. NO. 3.39 ST TEMPORARY SEDIMENT TRAP LIMIT OF DISTURBANCE E. & S. SD. & SEC. NO. 3.13 . . ALL NONiMPACTED SURFACE WATERS AND COMPENSATORY MITIGATION AREAS WITHIN 50 FEET OF PERMITTED ACTIVITIES AND WITHIN THE PROJECT OR RIGHT-OF-WAY LIMITS SHALL BE CLEARLY OP OUTLET PROTECTION SEDIMENT TRAP DRAINAGE AREA `T1 Lam FLAGGED OR MARKED FOR THE LIFE OF THE CONSTRUCTION ACTIVITY AT THAT LOCATION TO PRECLUDE UNAUTHORIZED DISTURBANCES TO THESE SURFACE WATERS AND COMPENSATORY E. & S. STD. & SPEC. N0. 3.18 MITIGATION AREAS DURING CONSTRUCTION. THE PERMITTEE SHALL NOTIFY CONTRACTOR THAT NO ACTIVITIES ARE TO OCCUR IN THESE MARKED SURFACE. FDC FILTREXX DITCHCHEXX FILTREXX SS & DM. & SEC. 5.1.3 AZ TEFr'IVlq T111E ROCK CHECK DAMS - E, & S. STD. & SPEC. NO. 3.20 STORMWATER CONVEYANCE SC CHANNEL McKEE AR C SON I CONSULTIN EN G GINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EA HI ST GH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Feld Sport Concepts, Ltd. reserves its common law copyright and other ro erf ri hts in th e rawin i p p y g es d I gs. All deas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. V) I� j�W ® �I E-( Cd • F�> a) M to 6 Q) -- '4 (t W � � S ^ � C) ®� .0 ,4 o + �� � ® . r Qn ® = . w Revisions: 1.01/15/05: County Comments 12. 02/14/07: County Comments 3.05/14/07: Contractor Updates 4.08/16/07: Final Submission Scale: H:1" = 50' Date: 12/18/06 Project No.: 0511 Designed: BT;PC Checked: ER; RBM Sheet No.: ESC 58 Of 76 DE W It IX DYKE SILT-, QOAM _R E A QiFFF91 &C CONTRACTOR MUS USE CULVERT SO ACC S THE VID GE SCI IN-762;T51 0- RE UJ SS SEDIMENT TRAP SC-ST'I RAINAG AREA: 0.20 ORE R SILT LOAM SC CONTRACTOR MUST NOT DISTURB US --,WATER TION USE ENERGY DISAPPA METHOD FOUND IN DETAIL E/R-31 'AN r(GPL U - L A M FREE SF )s P 8 Scale 1"=50' Contour Interval=2' of Environmental Quality Note CONSTRUCTION ENTRANCE TOPSOILING CONSTRUCTION ROAD STABILIZATION ALL NONIMPACTED SURFACE WATERS AND COMPENSATORY MITIGATION AREAS WITHIN 50 FEET FILTREXX COMPOST VEGETATED COVER OF PERMITTED ACTIVITIES AND WITHIN THE PROJECT OR RIGHT-OF-WAY LIMITS SHALL BE CLEARLY D. & S E 0. N 0. 3.0 3 FLAGGED OR MARKED FOR THE LIFE OF THE CONSTRUCTION ACTIVITY AT THAT LOCATION TO PRECLUDE UNAUTHORIZED DISTURBANCES TO THESE SURFACE WATERS AND COMPENSATORY - ----- --- --- MITIGATION AREAS DURING CONSTRUCTION. THE PERMITTEE SHALL NOTIFY CONTRACTOR THAT NO FILTREXX SILTSOXX TEMPORARY SEEDING ACTIVITIES ARE TO OCCUR IN THESE MARKED SURFACE. E. & S. STD. & SPEC. N 0. 3.3 2 3,350 Ac. _14 SILT FENCE WITH WIRE SUPPORT PERMANENT SEEDING RUNOFF DIVERSION SOXX FILTREXX SS & DM. &SEC. 5.1.6 - - - - — - - SOIL STABILIZATION BLANKET MATTING TEMPORARY DIVERSION DIKE DUST CONTROL TEMPORARY SEDIMENT TRAP LIMIT OF DISTURBANCE OUTLET PROTECTION SEDIMENT TRAP DRAINAGE AREA ROCK CHECK DAMS K13 O§T2 E A L i E' PEE EDIMIENT TR�P S-Sf 2 EACH DAY, THE CONTRACTOR SHALL ONLY DISTURB THE AREA OF THE SITE WHICH (EO, HECAN STABILIZE BY THE END OF DAY. 50 FT INTERVALS IN ALL PROPOSED STORMWATER CONVEYANCE CHANNELS. 3. THE ALBEMARLE COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR SHALL HAVE THE AUTHORITY TO DIRECT THE CONTRACTOR TO REPLACE ANY EROSION AND 1 19C CUL N LOAM SEDIMENT CONTROL PRODUCTS OF FILTEREXX WITH TRADITIONAL MEASURES ,T- O_J 5 S�qf��-S-� GIVEN IN STATE E&S HAND BOOK IN THE EVENT THAT THE INSPECTOR CONCLUDES X PRODUCTS ARE NOT PERFORMING AS WELL AS TRADITIONAL U�s 4. ALL DITCHES TO BE STABILIZED WITH FILTREXX ECB MATTING. IF ALBEMARLE COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR DEEMS CERTAIN ZONES OF ANY DITCH C TO BE ERODING, CONTRACTOR IS TO REPLACE FILTREXX ECB LINING WITH EC3 MATTING AS DETAILED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK STANDARD 3.36. 5. ALL CULVERTS AND BRIDGES MUST BE PLACED DURING A PREDICTED DRY WEEK. CONTRACTOR MUST STABILIZE INLET OF CULVERTS WITH PERMANENT SEEDING AND MATTING AND OUTLET OF CULVERTS WITH RIP RAP AS SHOWN ON THE PLAN. AC 10 CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 801 EAST HIGH STREET CHARLOTTE V|LLE'VA229O2 t434-979'7522 f:434-977-ll94 vwvw.nocmaaoomon.com McKee Carion and Field Sport Concepts, Ltd, reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. T NO, 7783 - ONAL Date: 12/18/06 Project No.: 0511 Designed: BT;PC Checked: ER; RBM � Sheet No.: ESC oe I RI Legend I OP 0 CULYERT S CONSTRUCTION ENTRANCE TOPSOILING N X 61,,64 LR '24- HOP ld 6.4 9 % IN, E. & S. S D. & S E C. N 0. 3.0 2 E. & S. STD. & SPEC. NO. 3.30 - NVIOUT-,.768.17--. IV IN 772.17' 1 T \StE DE AILI'W, SHEU D�-3 ®R CONSTRUCTION ROAD STABILIZA TION FILTREXX COMPOST VEGETATED COVER E, & S. SD. & SEC, NO. 3.03 FILTREXX SS & DM. & S E C. 5.1.7 14Z 7, ll?N,4 Z7 V', FILTREXX SILTSOXX TEMPORARY SEEDING FILTREXX SS & DM. & SEC. 5.1.1 t v -X-X-X-X-E. & S. STD. & SPEC. NO. 3.32 \$EE\SH::EJ LS6-60 . ...... AZ 75RN4 T111,F DE RRY,LANE\ Cr ---- --- SILT FENCE WITH WIRE SUPPORT % PERMANENT SEEDING E. & S. S D. & S E C. N 0. 3.0 5 -1 E. & S. STD. & SPEC. NO. 3.32 b UTILITY STREAM CROSSING Mt, FILTREXX EROSION CONTROL BLANKET E. & S. S D. & S E C. N 0. 3.2 5 FILTREXX SS & DM. & SEC. 5.1.8 jl// ..... . . ... q lltl 14Z 16117N La- �LO _T B3,% RUNOFF DIVERSION SOXX FILTREXX SS & DM. & SEC. 5.1.6 - - - - - - SOIL STABILIZATION BLANKET MATTING AZ 151?N q TItIF E. & S. STD. & SPEC. NO. 3.36 2 6 2 A-C. N B� 01�[ 4 - ---- --TEMPORARY DIVERSION DIKE DUST CONTROL J E. & S. STD. & SPEC. NO, 3.09 E. & S, STD. & SPEC. NO. 3,39 N_ 7_0 TEMPORARY SEDIMENT TRAP LIMIT OF DISTURBANCE f E. & S. S D. & S E C. N 0. 3.13 T(5C---HAYESVILLE,'�1 QAM--- 7 OUTLET PROTECTION SEDIMENT TRAP DRAINAGE AREA % I I E.& S, STD.& SPEC, NO.3.18 FILTREXX DITCHCHEXX FILTREXX SS & DM. & SEC. 5.1.3 IqZ Z71?lvq Z7 --- ---- --- SH ROCK CHECK DAMS Ebb -(;QNS-P.AN EE 'A I t E. & S. STD. & SPEC. NO. 3.20 S --DET STORMWATER CONVEYANCE SC CHANNEL CULVERT S H`C V2_ 34.2T LF�- 24" RCIP 2 89�% - -INV OAT M 0 8' INV IN 761,82' ;_:E_T DPI SEE DETAIL B' SH P 'A 36C �--HAYESVILLE LOAM X (7% TO T <1 S) A D EMPORAqY SH7.ST1 ---- --- ---- (Ss� E N 0111H P.20 AGE ARI�A: 0. ACRE-_7' LOT B10 LOT/ B2 a6B MEADOW VILCI�"-,L'OAM, /(2% 31,5 /4 A C, 3 2.315 A G. Mu SS EQB U�B CV ®D AB MEADOWVAE LO AM EC CV, 12% TO SLOPES) uti Notes Fz 61m H- E ENT./TRAP E D.20/ IN SHE T RAINAGE AREA, I . EACH DAY, THE CONTRACTOR SHALL ONLY DISTURB THE AREA OF THE SITE WHICH 1.60 AC f EC (by n HE CAN STABILIZE BY THE END OF DAY. 2. ONE 24 IN (610 MM) DIAMETER FILTEREXX DITCHCHEXX (FDC) SHOULD BE PLACED AT CULVERIT SHV4 50 FT INTERVALS IN ALL PROPOSED STORMWATER CONVEYANCE CHANNELS. ST2 46.59,L.F, 3,0" ROP [a 4.39% INV IN/789. 0; INV OUT/787,00 3. THE ALBEMARLE COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR SHALL x7C BRADDOCK LOAM SEE/ DEIA L SKET DR-3 (7%.,TO 15X.,.-SLCYPES) HAVE THE AUTHORITY TO DIRECT THE CON TRACTOR TO REPLACE ANY EROSION AND SEDIMENT CONTROL PRODUCTS OF FILTEREXX WITH TRADITIONAL MEASURES GIVEN IN STATE E&S HAND BOOK IN THE EVENT THAT THE INSPECTOR CONCLUDES THAT THE FILTEREXX PRODUCTS ARE NOT PERFORMING AS WELL AS TRADITIONAL MEASURES. 4. ALL DITCHES TO BE STABILIZED WITH FILTREXX ECB MATTING. IF ALBEMARLE COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR DEEMS CERTAIN ZONES OF ANY DITCH Scale 1"=50' Contour lnterval=2' TO BE ERODING, CONTRACTOR IS TO REPLACE FILTREXX ECB LINING WITH EC3 MATTING AS DETAILED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK STANDARD 3.36. 5. ALL CULVERTS AND BRIDGES MUST BE PLACED DURING A PREDICTED DRY WEEK. CONTRACIOH MUST STABILIZE INLET OF CULVERTS WITH PERMANENT SEEDING AND MATTING AND OUTLET OF.--' CULVERTS WITH RIP RAP AS SHOWN ON THE PLAN. 0 50 100 400 BALLYSHANNON LANESta. 0+00 to 17+50 /* Department of Environmental Quality Note r\ . ..... ALL NONIMPACTED SURFACE WATERS AND COMPENSATORY MITIGATION AREAS WITHIN 50 FEET OF PERMITTED ACTIVITIES AND WITHIN THE PROJECT OR RIGHT-OF-WAY LIMITS SHALL BE CLEARLY FLAGGED OR MARKED FOR THE LIFE OF THE CONSTRUCTION ACTIVITY AT THAT LOCATION TO PRECLUDE UNAUTHORIZED DISTURBANCES TO THESE SURFACE WATERS AND COMPENSATORY L/"0,'T/ B MITIGATION AREAS DURING CONSTRUCTION. THE PERMITTEE SHALL NOTIFY CONTRACTOR THAT NO ACTIVITIES ARE TO OCCUR IN THESE MARKED SURFACE. 31/5,441" f fk2D fifVC) -\HA\YES\VILL, LQA1.1 '36Y �(15 T925,% SL ES) I V Lt T 7 3 3 2 '3,15 A C UD HAYE&VILLE',�OAM, ITO 2 b 3� UP E S� NE.' �T�� Q ILJ 1 241'114 A \C 4 ECB uv� 6 D,, HAYESVILLE, L�" T' 11\1 TP/25% SLOPE / 8,,2 0 8'\ AP, E Scale V=50' Contour Interval=2' 0 T /B 12 ulss�i 110, 4 1 A C 0 t50 100 2001 BALLYSHANNON LANE Sta. 17+50 to 29+28.14 CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Ca&n and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. p,LTH op -ROBERT B. MCKEE' NO, 7783 4;1 P-4 1`-� C) ct W 06 0 U > C.,4 + (D U 4, C) C) 94 41 Revisions: 1. 01/15/05: County Comments 12. 02/14/07: County Comments 3. 05/14/07: Contractor Updates 4. 08/16/07: Final Submission Scale: H: 1" = 50' Date: 12/18/06 Project No.: 0511 Designed: BT;PC Checked: ER, RBM Sheet No.: ESC 60 Of 76 CONSULTING ENG LANDSCAPE ARCHITECTS LAND PLANNERS F THE SITE WHICH 1. EACH DAY, THE CONTRACTOR SHALL ONLY DISTURB THE AREA 0 HE CAN STABILIZE BY THE END OF DAY. I2. ONE 24 IN (610 MM) DIAMETER FILTEREXX DiTCHCHEXX (FDC) SHOULD BE PLACED AT 50 FT INTERVALS IN ALL PROPOSED STORMWATER CONVEYANCE CHANNELS. 3. THE ALBEMARLE COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR SHALL NHAVE THE AUTHORITY TO DIRECT THE CONTRACTOR TO REPLACE ANY EROSION AND SEDIMENT CONTROL PRODUCTS OF FILTEREXX WITH TRADITIONAL MEASURES GIVEN IN STATE E&S HAND BOOK IN THE EVENT THAT THE INSPECTOR CONCLUDES THAT THE FILTEREXX PRODUCTS ARE NOT PERFORMING AS WELL AS TRADITIONAL MEASURES. I4. ALL DITCHES TO BE STABILIZED WITH FILTREXX ECB MATTING. IF ALBEMARLE COUNTY IEROSION AND SEDIMENT CONTROL INSPECTOR DEEMS CERTAIN ZONES OF ANY DITCH 6'_ AS DETAILED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK STANDARD 3.36. -R E ANM S TO BE ERODING, CONTRACTOR IS TO REPLACE FILTREXX ECB LINING WITH EC3 MATTING >I IMUST STABILIZE INLET OF CULVERTS WITH PERMANENT SEEDING AND MATTING AND OUTLET OF F'F,E R\ 5. ALL CULVERTS AND BRIDGES MUST BE PLACED DURING A PREDICTED DRY WEEK. CONTRACTOR CULVERTS WITH RIP RAP AS SHOWN ON THE PLAN. NIIN9E Department of Environmental Quality Note D --- --- FLAGGED OR MARKED FOR THE LIFE OF THE CONSTRUCTION ACTIVITY AT THAT LOCATION TO -OF-WAY LIMITS SHALL BE CLEARLY ALL NONIMPACTED SURFACE WATERS AND COMPENSATORY MITIGATION AREAS WITHIN 50 FEET OF PERMITTED ACTIVITIES AND WITHIN THE PROJECT OR RIGHT 0 I RIZED DISTURB �NCES TO THESE SURFACE WATERS AND COMPENSATORY MITIGATION AREAS DURING CONSTRUCTION. THE PERMITTEE SHALL NOTIFY CONTRACTOR THAT N ACTIVITIES ARE TO OCCURIN THESE MARKEDSURFACE. 4U 4D N(15 rc �(Bss ......... I(D I,,� ... .. ... . t.000 N,684.25 -INV'-OUT- 68-4-05, I UV I96_.�0,0 N L Q T C 6 .-Of 20ID3 LEN CLAY LUAIVL) Scale 1"=50' Contour Interval=2' (15% TO' 2.5%-SLOPES,,SEVf�'RELY IXTEMPORARY SEDIMENT TRAP-- GD-S-T1 7� SEI� E.2Q IN SHEET ESQ-20 0 50 100 4VV CONSTRUCT0NENTRANCE E. & S. SD. & SEO. NO. 3.02 CONSTRUCTION ROAD STABILIZATION E. & S. SD. & SEC. NO. 3.03 F|LTREXX SU-TSOXX \oo/ F|LTREX% SS & DM. & SEC. 5.1.1 ,qZ/Z-19MqJ1111c SILT FENCE WITH WIRE SUPPORT E. & S. SD. & GEC. NO. 3.05 1 UTILITY STREAM CROSSING E. & S. SD. & SEC. NO. 3.25 RUNOFF DIVERSION SOXX F|LTREXX SS & DM. & SEC. 510 ^q Z/Z 79M, 4 // 11Z 7 TEMPORARY DIVERSION DIKE E. & S. STD. & SPEC. NO. 3.09 TEMPORARY SEDIMENT TRAP E. & S. SD. & SEC. NO. 3.13 TEMPORARY SLOPE DRAIN E. & S. SD. & SEC. NO. 3.15 OUTLET PROTECTION \wr� E. & G. STD. & SPEO. N0. 3.18 0�n�\ F|LTREXX D|TOHCHEXX F|LTREXX SS & DM. & SEC. 5.1.2 ,qZ/,LC71M,4J1YE RUCK CHECK DAMS E. & S. STD. & SPEC. NO. 3.20 STORWVVATER CONVEYANCE CHANNEL TOPSO|LING E.&S.STD. & SPEC. NO, 3.3U k�\A� F|LTREXX COMPOST VEGETATED COVER F|LTREXX SS & DM. & SEC. 5.1.7 Iq2/Z7%A//7k� ' TEMPORARY SEEDING E. & S. STD. & SPEC. NO. 3.32 PERMANENT SEEDING E. & S. STD. & SPEC. NO. 3.32 F|LTREXX EROSION CONTROL BLANKET F|LTREXX SS & DM. & SEC. 5.1.8 ,qZ/B?1V,471VF 8OU- STABILIZATION BLANKET MATTING E. & S. STD. & SPEC. NO. 3.38 DUST CONTROL E. & 8, STD. & SPEC, NO. 3.39 L|K4|T OF DISTURBANCE SEDIMENT TRAP DRAINAGE AREA -\/-------\/-------\/---__-_'\/_ /C.Ub/` E/RT""WS/CV/1 20 �L.F/ R C P/ rd V8 Nv t Y E EDF! T 11 Frl Elf tl'i Lu;', El 1', t/3 9Z6 if S I /L. O/T D 2/ II/A C. 8, K 6 i I? f IIIIIL 0, T., \D 5 IIt,��14 A C I SS, -- ----- ---- -- IIIIIIIIf IX IS& S,T tTEMI�ORARY SEDIMENT TRAP WO�_, 1 VON �O \SEE F.20JN SHEET I@�� ;V0 IYRAINAGE AREA: .0.50 &CRE PO ID V L U "I 013� 0 D \D4 GOODLING ROAD Sta. 0+00 to 19+50. Scale 1"=50' Contour Interval=2' 0 50 iOO WINSOME ORCHARD LANE St- 0l00 to 13+29 99 200 3OlEAST HIGH STREET CMARLDTTESY|LLE,VA22982 t434'979-7522 h434'977'1l94 McKee Carion and Field Sport Concepts, Ltd. reserves its common law copydght and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. ���80;n��� . - ' _�A -ROBERT B. MOKEENO. 7783 Via lq�l �� 1. 01/15/05: County Comments 12.02/14/07: County Comments 3. 05/14/07: Contractor Updates 4. 08/16/07: Final Submission Date: 12/18/06 Project No.: 0511 Designed: BT;PC Checked: ER; RBM mum Sheet No.: ESC `-----SEE DETAIL`B' SEE DE Aft: 'SHEET DP-6 SHEET__.DP STARR SILT LOAM If OT Alf I If If SLID N. It ma .0 a 1 '119 l, CONSTRUCTION ENTRANCE E. & S. SD. & 8EC. NO. 3.02 CONSTRUCTION ROAD STABILIZATION E. & S. SD. & SEC. NO. 3.03 F|LTREXX SU'TS0XX \oo� F|LTREXX SS & DM. & SEC. 5]1 AZ/_z_r9N,4J1VZ7 SILT FENCE WITH WIRE SUPPORT E. & S. SD. & SEC. N0. 3.05'1 AK�r9 UTILITY STREAM CROSSING E. & S. SD. & SEC. NO. 3.25 RUNOFF DIVERSION S0X% F|LTREXX SS & DM. & SEC. 5.1.6 /qZD��J1Y5 TEMPORARY DIVERSION DIKE E. & S. STD. & SPEC. NO. 3.09 OUTLET PROTECTION \��r� E. & S. STD. & 3PEC. N0. 3]8 �� F|LTREXX D|TOHCHEXX F|LTREXX 8S & DM. & SEC. 5.1.3 AZ/BpN147111,F RO0K 0HEOKDAMS E. & S. STD. & SPEC. NO. 3.20 «,rr^ 3T0RMVVATER CONVEYANCE CHANNEL T0PSO|LING E. & S. STD. & SPEC. NO. 3.30 F|LTREXX COMPOST VEGETATED COVER F|LTREXX SS & DM. & SEC. 5.1.7 /qZ/B7*4I TEMPORARY SEEDING E.&S.STD, & SPEC. NO. 3.32 PERMANENT SEEDING SE. & 8. 3TD. & SPE0. NO. 3.32 F|LTREXX EROSION CONTROL BLANKET F|LTREXX SS & DM. & SEC. 5.1.8 ~^_~ AZ I-Z:IAN,4J1Y,6:- SOIL STABILIZATION BLANKET MATTING E. & S. STD. & SPEC, NO. 338 DUST CONTROL E. & S. STD. & SPEC. NO. 3.39 LIMIT OF DISTURBANCE SEDIMENT TRAP DRAINAGE AREA '- -\/-------\/-------\/----____\�- ,` '` '` ~` Scale 1"=50' Contour Ifiterval=2' 0 50 iOO 200 ����� �k~�.���� ��l[���m��_L�� ,������u��� ����"�����^ ��/�� �����/�� �� K��~ �����U � �~�K������� ����K ��^� | CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 30EAST HIGH STREET CHARLC/TTESV|LLEVA 22902 t434-Y79'75I9 t434-977-llY4 McKee Ca&n and Field Sport Concepts, Ltd. reserves its common low copyright and other property rights in these drawings, All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. -ROBERTB.&4OKEE' NO. 7783 44 4-1 11. 01/15/05: County Comments 3. 05/14/07: Contractor Updates 4.08/16/07: Final Submission Date: 12/18/06 Project No.: 0511 Designed: BT;PC Checked: ER; RBM Sheet No.: ESC 62 Of ` \ \ ` � ` ` ` \ ` Gom|n f^�5O' Onotour |n�nrva|�2' O 5O iO0 300 ����� �~����� �[_������m��_������ ��mha f`=50' Con�nur ��nrva|�2' O �O 1OU �� �������0��� �O0 �� �[_���� C0NSTRUOT|ON ENTRANCE \v�� E� & 8� GD� & SEC. N0. 3�02 ' ' - - 0ON |ON ROAD STAB|L|ZAT|0N� �""� E. & S. 3D� & 8EC� N0� 3�03 �� F|LTREXX SU-TS0XX (S8) RLTREXX SS & D� & SEC �11 -\/--------�\/-------'\�--------\/- ��-�� . � � � , ` ,` , ` , ` /����J�� �|LT FENCE YV|TH VVU�E SUPP0RT E. & 5. SD� & SE0. NO. 3�05 1 Avzr� UT|L|TY STREA� �R08S|NG ����/ E� & S� SO� & SEO� NO� 3�25 RUNOFF ONERS|0N SOXX X"�� F|LTREXX SS & D�. � SE(�. 5.1�8 �� /�/�N�3�� TE�P0RARY D|V �N D|KE � TEk�PORARY SEDUWENT TRAP \��/ E� & S� SD. & SEO� NO. 313 .`_� 0UTLET PROTEOTk]N \`�r� E & S. STD� & SPEC� NO. 318 �� �-�� �nr� F|LTREXX D|TOHOHEXX �"�/ F|LTREXX SS & O�. & GEO� 513 ��D���� ROCK OHEOK DA�3 E. & S� STD� & SPE�. NO� 3�20 ST0R�VVATER O0NVEYAN0E �»��/ �HANNEL ..-� � TOPG0|L�8 \"�� E & S. STD� & SPEC� N0. 3�30 RLTREXX O0K�POGT VEGETATED O0VER �^�� F|LTREXX SS & DW� & GEC� 517 ������� TEk�PORARY SEED�G E� & S. STD. & SPEC. NO� 3�32 PER�ANENT SEED�G \rp� E� & S� STD� & SPEO� N0� 3.32 �� F|LTREXX ER0S0N C0NTROL 8LANKET ��/�/ F|LTREXX SS & DW� & SEC� 5�1�8 �� .�/BR�J�� SOU- STA�L|ZAT|0N BLANKET �ATT|NS E� K S� STD� & SPE�� NO� 3�36 DUST CONTROL \u�� E� & S� STD� & SPEU. NO� 3�3Q �� L|NUT 0F D|STURBANCE .. SED|�ENT TRAP DRA|NAGE AREA ~� �T��� �~���K�' N���8� K0lF K�K��/UKK0K�0�UK��0�@N � � �� [�JK���� |�J������� RLY Kd|T| AREAS R �O K}N. THE PE EE SHALL NOT|FY CONTRAOTOR TKAT 0O A(�T|V|T|ES ARE TO O�CUR |N THE8E �ARKED SURFA�E. 1. EA�H DAY' THE �ONTRACT0 SH LL ONLY CVSTURB THE AREA OF THE S|TEVYH|CH HE OAN 8TAB|L|ZE 8Y THE END OF DAY� 2� ONE 24 |N ��0 ��) Dk4� LTEREXX D XX GHOULD BE PLAOED AT 5O FT |NTERVALS |N ALL PR0P0SEO STOR�VVATER �ONVEYANCE OHANN�LS� 3� hY CTOR 4� E Y TO BE ER0DNG' �ONTRA R 0 TO REPL�CE F|L XX E(�B L|N�G VV|TH EC3 k4AT NG A3 DETA|LED |N THE V|RG|NiA ER0S0N AND SE0�ENT 00NTROL HAN�BO0K STAND�RD 3.36. 5. A AND BR| D NQ A PRE0 | DRY VVEEK� 0 TOR �UST STA�L|IE |NLET OF CULVERT� VV�H PER�ANENT SEED|NG ANO �ATT|NG AND OUTLET OF OULVERT3 VV|TH R|P RAP AS SHOVVN ON THE PLAN� �� ��Y��� �����U C�N3�UlME;BN��\NEER� ��D3CAPE�R�HKECT LAM�PLANNER3 3O|E��THK�HSTRE8� CHARLD�E�'|LL�YA22�� t434'97��75�2 f��34'977-ll94 vmxwv.momeec�mon.onm . . �� �� �� ~ � ' - I��i�oou 1.01/15/05 Cou�u�u� 2.�yl��7 Cn��e�� 3.O5/1�/O7�CmzbucbolJoduLea : ./ - _. --- -- J .- /' - / / , / /. I --" / / i i / � ' ' -' ;/ ..�_ ..- - / /. .__ - \ __ --- _ - __ -_- -- / \ / - r..., 1 / l_ IJ / ! 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', -`I :\., i 's / /' ' / I.' r / i. - , .-!v<*'_"_'t•-'' =I' / / 11 \ \ \ \, . ",.` .- , , ', \,n ` '\ \` \ \\, \'`\ ! .- r-{ . ', / / / " r' ) - _ \ \ \ \ \ / + \ \ \ 1. EACH DAY, THE CONTRACTOR SHALL ONLY DISTURB THE AREA OF THE SITE WHICH / // \ rt ' / �__ '� ., /' i - \\\-�� _= \ '' \ ` \ \ \ \ \\ \\ \\ F- \\ \ \ \ \ HE C N STABILIZE BY THE END OF DAY / I_ _, __ \ \ -; ' / / / -' / -,'I_:- /f i / _, _ �a ,, \ \ \ / /' \ _ .1`! f r / ` 1 \ \ . _ �a / " / `': \ \• 1 ; '/, / . - / " t, 2. ONE 24 IN {610 MM) DIAMETER FILTEREXX DITCHCHEXX (FDC) SHOULD BE PLACED AT / \ ,. _.- -1 _ ", �.,., \ \ \ / 1 r\./ 1, µ - i ; . - _ 11, / ":'� / I I I 50 FT INTERVALS IN ALL PROPOSED STORMWATER CONVEYANCE CHANNELS i /�. / ' j J `1 ", / / / /, / / r "I r' \ ,',,; , '__ _ - _ � ' ' i � "' " / � / \ Ir � // / J i I \ \ \, �'\ `.\ � 3. THE ALBEMARLE COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR SHALL ,/ -/'J _,.," --_ // ,✓ / ,%' - __- , \ ; / 1. . r/f'�.. ;' / ' % ./• / �,,..,. / - \ .�- j /; , / i r \ ,fix , / \ ;>> = '-, // _ -'��' / - ,, _ _ r - \ ( r / J \ \ \ \ HAVE THE AUTHORITY TO DIRECT THE CONTRACTOR TO REPLACE ANY EROSION AND / = I ' ` \ \ � r - _".' I, . ,�'I i, % _ -,-' ! TEMPO ARY_ _SEDIMENT TRAP ,CF-ST3 '" '" 1' : - - r\ S I �' / // `" .. - - / / "- - - -..._.---•' \, e \ \, SEDIMENT CONTROL PRODUCTS OF FILTEREXX WITH TRADITIONAL MEASURES J `' SEE C 2 IN SHEET ESC-22 / / r -'' \1 �.. -m ''' ''''" ` \ t ! \\ ''\ ` GIVEN IN STATE E&S HAND BOOK IN THE EVENT THAT THE INSPECTOR CONCLUDES ' / / ' �_. DRA NAGE AREA: 0,43 ACRE . - -' "- \ �: ` '• ; \'\ \ \ \ '\ \ "`` \ THAT THE FILTEREXX PRODUCTS ARE NOT PERFORMING AS WELL AS TRADITIONAL , J/ / / / - / _ / / / / - / / f • - �, \ \ \ w MEASURES. - / . ( i /'�,O /, - -� / CONTRACTOR MUST- NOT / , -' r D - /' - - _ \ ''\ \ >, \ \ ° / s/ r" @- 'ECB '\ \ ` "/, ' O ,-', - % : . '- (; DISTURB US_"WATERS / -' ; , . -" . , ,_ -' -- _ _ _ - . - _-- `- r r _. __ ._ __ ., \ \ \; '. , \ 4. ALL DITCHES TO BE STABILIZED WITH FILTREXX ECB MATTING, IF ALBEMARLE COUNTY - _. / / -- �-`- ".- //.'�iJ�';/�!'I USE ENERGY DISAPPATION, CV `\ 1-r / --_ -'\, q \ ,% \ \ - - EROSION AND SEDIMENT CONTROL INSPECTOR DEEMS CERTAIN ZONES OF ANY DITCH -• // r.;-`,-: ,\, I _ - r �,'i;' )_ METHOD FOUND IN DETAIL E%R-31 y _\ , .; ".. - , . %' �. i ��`.� `,. ' ti'. \ �, \, ` - ._ / r" / / / R..: :. S - HEENV OSIONRAND I / 3 _ GIINIA E SEDIMENT CONTROLI HAN BOOKESTANDARDG3.36 I \ /! 3 t `.: a ,' 6 • . - --' �'' .-r '~,i.`' _ '•\,\;\ \ \ �. AOS DETAILEDI IN, - _ ._... __ '-_._ „_ ._ \ \ ' �. \ / .,..-, ,,,�, � \ \ wry � .. --' "' ` " _ - '/ - `' S. ALL CULVERTS AND BRIDGES MUST BE PLACED DURING A PREDICTED DRY WEEK. CONTRACTOR '" ,,,,....+'- ._-. �, •`-,,., -� f • / / r. ¢ .. .,:, . _.. _ ' .� - ' _ - � 1, `. •,}l �..,d.:.,.; -_�'"=-•'�'� -���-' �`-"`�~''--, _+.� I __.-. - NT SEEDING AND MATTING AND OUTLET OF -- - _ _.. �°°,- �� tom. .• .. �, , U,. •:,. .✓ -.�- --- --- ..... _ - (. _ _ _ ._. _ � ,_`�"� ,,�" /' /'. � r°,':"`_•', I , / -. :.' � � �� - -., �.�-'• O"T 5\ MUST STABILIZE INLET OF CULVERTS WITH PERMANE � `�'---� _---"-, � -,^• _ g -- _ .__ �- : , I. , � - _.. ,. -. ', . `: --'..'• . • .� __ _-. .. ., 1,. �� �: ._ � : �. \ -- _. ^� THE PLAN. CUL WITH P A SHO NON .: � -- , ' - i - � 'g \_./ __ VERTS RIP RA S W _ _ �' _._, / -' l K ,,..-. t fi 0 \ \ I _ _ _. _ : � -. ' - 79B- . STAFIR SIL LO-A 42/O- TO /°) _ : - _ \ /'- I-.; 1 :. ., , ,.C_',`., _. ', , " 'p,, / / i r. ,i,: , +r _ ,t. a¢ i, y _ �- _ \ _l_ I I \ _ _ ' �\ - / r 1 / \ De art�nent of Environmental uah Note __ _ __ ___ _ _/ ,,,., "� �_ I d;; I o CULVERT GECV3 f° / - a ;lGx _� i ' \ / f_r+ ,P,✓ �. _ _ _ _ / 2 2..Y --'-- _ -- -_ _ ._ _ ", ,`,' > / ',!`�.i ,' ci-t '' 33:64 L.F. 24� RCP fat, 0.74 /° / ,% - - -- _ --- --- -- - \\ \ \ __ . ;�', Il! / " .--_,-' l �. _ :; ,_:' Z31.25; INV OUT :'�31.00 �-'' / '' \\', \, -- _._ 1 ' '\\ \\ / r / - ; .' : ' -DETAIL D SHEET D ' '' � / / `t`y' `;` ... ; ...;rt / SE.E _ -7 -' - }, :. -- ` \ % j ;<, t _ _' - P ! - / ._ •-: __ .. .: , ALL NONIMPACTED SURFACE WATERS AND COMPENSATORY MITIGATION AREAS WITHIN 50 FEET J fill / / I :. / _. -- '` �' ,, /- x -.,* ____ % \ _ LY r //••mm \ , `` / -�- �- -- . - °_ '��` �' -/, �',-•�. f . ' ��;� ' i.- ..... __.. _.� . / / \�, OF PERMITTED ACTIVITIES AND WITHIN THE PROJECT OR RIGHT OF -WAY LIMITS SHALL BE CLEAR I I 79B- SIARR SILT LOAM (2/° TO 7/°) "-'-I ,- / _. •�, / /� ""'� '"'�.. �``'--- - -, / /r (� \\'. FLAGGED OR MARKED FOR THE LIFE OF THE CONSTRUCTION ACTIVITY AT .THAT LOCATION TO 1 I I . j ' z / / ("( :' , ' ... i ''` J I / i '' \ / / >_.- - _, ,_,,. ,,.-• . - _. -, ._ .- _ • • i4 t q�'. ` o- .. Y \ f� I \ _ I-'• _ \ / , ._ / .r."-=- ._ �.. �„•-�- `' � _ , I_.,, .• ;. ..., _ ,, �' ' Y,.••-` \• RECLUDE UNAUTHORIZED DISTURBANCES TO THESE SURFACE WATERS ANU COMPENSATORY I t % '' I i = '? r" ='' , \\ MITIGATION AREAS DURING CONSTRUCTION. THE PERMITTEE SHALL NOTIFY CONTRACTOR THAT NO `' '""-----__�' `' } r,^;'`r� - .''' / r""' - ___ - .. : _ T•�? _ ., _ 4� ;- w / US \ / _ ' - - '; ` ` \ '' ;' : - r /'� / / _ --_ -'- ` ACTIVITIES ARE TO OCCUR IN THESE MARKED SURFACE. / /\� 1. / //// / / I ' % \ ._ _ ' ... .._ y Y�y�f/. _ .r " \J' I. 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Z' \ \ \ \\,�i I _ __ _ \� LLI ►- ° I I , I _ __ \ \ \ \\ / / / ' _ _ - � -O - . W � . \ \ \ \ \ �. 1, 798- STARR SILT,.. OAM (2/° `\TO 7 ) , i - _ CULVERT CFCV4 � `' \ \ \ \ \. \'\ / / / �-' / / - /: _ _. ... _ _ _ _ - `\ \ i. \ '\. \\ \ \' ;\ U)z c I / I RD RUNOFF DIVERSION SOXX FILTREXX EROSION CONTROL BLANKET - --- __ _ \ I \ I ' -- --.-- i 1 i ! FILTREXX SS & DM. &SEC. 5.1.6 ECB - -`- __ - 31.96 -L.F. 3W 'RCP U 3.91A, \ ,` / / /' / ,• / / i _- - __ ' \ •., \ 1 \, \ \ O -OUT _ i __ - , \ \ � � I / 1 1 I FILTREXX SS & DM. & SEC, 5.1.8--INV__IN 766.25- INV 765,04 \ \ ` \ 11 / / / /' /' .r / / - - \ \ \ \ I \ r 1 ' i _-\ \• \ ©~ - - { 11 I i , I I AL TEfIN<J T/UE A ` \ \ \ \\ \ \ � / /' f' .1 / ' L 'T F 7 -' - `` \ \ "` \ \ J I , � /' - _ _.._ -, \\ \.\ , a. `\ '\ \ . . ; ' _ ! 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NO. 3.39 -_ .._. __ _- .._ \ i ' \ __ _ r� ,' J \ - .�1.'� r / i i 1 // / , / "I ,�,- /' _ \ \ 0 \ I J / - \\ \ \ '\ •\ `'`' \ J' ,\ \ ,\ \ / / _ ` \ \ \ \ \ \ \ \ i ! / / J' / / r' ''' - _ - __ __ _ __ _ -_.- _ `• \ ''\ \ /- /' / f ." / ._. _.. / \ " •\ \ _ : - -- -- --..__ - \ \ i J /" / .' - �; � \ \ i J` I ! OUTLET PROTECTION LIMIT OF DISTURB E .. ',\ \ \ , '',\ \ \ f / / / / // / ; ' ,x / __. _._ \ \ ,\ \ ` \\ \ \ / ANC - _-._ _' - \ \1l •\ \ \ I / / / / / w \` \. \ .\ ,\ ,\ \ `\ ' \ \ \. \\ ..- -- 0 I J OP E. & S. STD. &SPEC. N0. 3.18 `\ , O _•-.--.- r I / w ._, J / \ \ \♦. \ Sy / '_ ,-.... 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I / , / / , I / / - / - ' -" ' = = E & S STD & SPEC NO 3 20 -' • 11 l -- -- - - -- - / 't / -- -- / / / _ , _.-..,._> - w_ i } 1 1 \ \ \ 1 %� `• \ \ \ J / / /' / , i I / / / / ' - `'• / / i �• - / / / / ,, \ / 1', '" 1 \ r 1_.,/" r ,-.; \ / / \ \ \ \ / , , ` \ / / / /I l / // / / / ' / -- ..-- _ __ .. \ s - , __ -- \ / 1 \ e -- / / A , v I / / / ' ounty Fair Lane ta.17+50 to 35+00 McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings, All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be ssi ned to an third art without a g Y p Y first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. Revi i S UnS: 1.01/15/05: County Comments 2.02/14/07: County Comments 3.05/14/07: Contractor Updates 4.08/16/07: Final Submission Scale: H:1" = 50' Date: 12/18/06 Project No.: 0511 Designed: BT;PC Checked: ER; RBM Sheet No.: ESC 13 64 Of 76 �� � ��� ��l���� �� ����l��� ���� �=����K�� J[��� ]����� �����^ ���� ` �� ��� ��� / � U ,���� / 11 " i. � � . " �! I i I , i i I ! i \ !,::;;ii :iii iiii iiii :iii Iiii 111, (CVDC) , I I . f :�, I_ . .1. � I . , I,,, � i 1 i��_l � \ 11 I �. ( , - I � I 1 ! 1 1 : I � t I it i I I i . , ( I � . .\ - '�, _." -, . ; 11, '' , � �Z �R� I I i I I i I , I I I "I \ "I 1- I I (. 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I- '_ .1-1 ,-r-r. -__ __ -'-- --.--- _. �_ --- �_ - -, ___ __ _____ -,. ___ __ --.,-- _� ) - - -- CONSTRUCTION ENTRANCE 0 E. & S. GD. Q SE0. NO. 3.02 0E. CONSTRUCTION ROAD STABILIZATION & S. SD. & SEC. NO. 3.03 F|LTREXX SU-T30XX \ooJ F|LTREXX SS & D�. & SEC. 5.1.1 �� AZ/��Y11M5 SILT FENCE WITH WIRE SUPPORT E. & S. SD. & SEC. NO, 3.05'1 UTILITY STREAM CROSSING ��o�/ �� E. & S. SD. & SEC. NO. 325 @RUNOFF DIVERSION S0%X F|LTREXX S3 & DM. & SEC. 5.1.0 AZ7,FI?hlq/1V,F TEMPORARY DIVERSION DIKE E. & S. STD. & SPEC. NO. 3.00 TEMPORARY SEDIMENT TRAP �"�/ �� E. & S. SD. & SEC. N0. 3.13 OUTLET PROTECTION 0�w/ � �� E. & S. STD. & SPEO. NO. 3.18 �T)�\ F|LTREXX D|TCHOHEXX �~�/ F|LTREXX SS & DM. & SEC. 5.1.3 ,qZJBqW4JIV5 ROCK CHECKDAMS E. & S. STD. & SPEC. NO. 3.20 -�/-------\/--------\�-------\/- ' ` '` ,` '` STORMVVATER C0NYEYANCE V�w� CHANNEL �� T0PSO|L�G �"�/ E. & S. STD, & SPEC. NO. J�30 �� k�\X� �|LTREXX COMPOST VEGETATED \��� F|LTREXX SS & DK�� & SEC. 5.1�7 ,�J5��/D� TEMPORARY SEEDING E. & S. STD. & SPEC. NO. 3.32 PERMANENT SEEDING �r�� E. & S. STD. & SPEC. N0. 3�32 �� F|LTREXX EROSION CONTROL BL. ��x� F|LTREXX S8 & DM. & SEC. 5.1�8 �� '�JB�1/�� SOIL STABILIZATION BLANKET K4/ E. & S. STD. & SPEC. NO. 3.30 [n�\ DUST CONTROL \"`�/ E. & S. STD. & SPEC. NO. 3�3g L|hi|T OF DISTURBANCE SEDIMENT TRAP DRAINAGE AREA �,w� �� 0HANNEL T0PSO|L�G �"�/ �� E. & G� STD� & SPE0. NO� J�30 k�\X� �|LTREXX CD�POST VEGETATED COVER \��� F|LTREXX GS & DK�� & SEC� 5.1�7 ,�J5��/D� TE�P0RARY SEEDUVG E. & O� STD. & 8PE�. NO. 3.32 PER�ANENT SEED|NG �r�� �� E� & S. �TD� & SPE8� N0. 3�32 F|LTREXX ER0S|ON OONTROL BLANKET ��x� �� F|LTREXX S8 & DK4. & SEC. 5.1�8 '�JB�1/�� SO|L STA8|L|ZAT|ON BLANKET /NATT|NG E. & S� STD. & SPE0� NO� 3.30 [n�\ DUST 0ONTR0L \"`�/ E� & S. STD� & SPEO� NO� 3�3g L|hi|T OF D|8TUR8AN0E I. EACH DAY THE CONTRACTOR SHALL ONLY DISTURB THE AREA OF THE SITE VVH|OH HE CAN STABILIZE BY THE END OF DAY. 2. ONE 24 IN (610 NM) DIAMETER EXX DITCHCHEXX SHOULD BE PLACED AT 50 FT INTERVALS IN ALL PROPOSED STORh1VVATER CONVEYANCE CHANNELS. 3. THE ALBEMARLE COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR SHALL HAVE THE AUTHORITY TO DIRECT THE CONTRACTOR TO REPLACE ANY EROSION AND SEDIMENT CONTROL PRODUCTS OF FILTEREXX WITH TRADITIONAL MEASURES GIVEN IN STATE E&S HAND BOOK IN THE EVENT THAT THE INSPECTOR CONCLUDES THAT THE FILTEREXX PRODUCTS ARE NOT PERFORMING AS WELL AS TRADITIONAL 4. ALL DITCHES TO BE STABILIZED WITH FILTREXX ECB MATTING, IF ALBEMARLE COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR DEEMS CERTAIN ZONES OF ANY DITCH TO BE ERODING, CONTRACTOR IS TO REPLACE FILTREXX ECB LINING WITH EC3 MATTING AS uE/*/LEu IN THE v|Ru|mm EauS0m AND SEDIMENT CONTROL M8NUUUUK STANDARD 3.38. 5. ALL CULVERTS AND BRIDGES MUST BE PLACED DURING A PREDICTED DRY WEEK. CONTRACTOR MUST STABILIZE INLET OF CULVERTS VYUH PERMANENT SEEDING AND MATTING AND OUTLET OF CULVERTS WITH RIP RAP AS SHOWN ON THE PLAN. Department .,f Environmental Quality Note ALL NONIMPACTED SURFACE WATERS AND COMPENSATORY MITIGATION AREAS . WITHIN 50 FEET OF pERm||/Eu *ulw|||CLEARLY FLAGGED OR MARKED FOR THE LIFE OF THE CONSTRUCTION ACTIVITY AT THAT LOCATION TO RIZED DISTURBANCES TO THESE SURFACE WATERS AND COMPENSATORY m//xGx/xOv AREAS DURING CONSTRUCTION. THE PERMITTEE SHALL NOTIFY CONTRACTOR THAT NO ACTIVITIES ARE TO OCCUR IN THESE MARKED SURFACE. Scale i"=50' Contour |ntnxva|=2' 0 50 180 200 ��'�� ��n� � ��~ ��_����� �m �' ��� �� �����u�������� ����U� ��K�^ � / �� ��� �����^�� ~^ MINI" �� &�U� ���� N����B�.�~�~� ��������� � CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTBV|LLEVA229O2 t434-979-7522 � t434-977-llY4 | vrwv/mokeeoomnn.00m IMcKee Carion and Field Sport Concepts, Ltd. reserves its common low copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. MINI" �� &�U� ���� N����B�.�~�~� ��������� � CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTBV|LLEVA229O2 t434-979-7522 � t434-977-llY4 | vrwv/mokeeoomnn.00m IMcKee Carion and Field Sport Concepts, Ltd. reserves its common low copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. x-.,I ° � + + P-4 co cc�i � 2 - (t . -�. ��� �~�� ~- �^� �+ �� �_ / �+ co �P�) �J '�~ _ ~ 0 0 ~�J 0-) 4_� ~~° Cz � ` ��} 2 W 4 Cn "--4 ¥4 Date: Project No.: 0511 Designed: BT;PC Checked: ER; RBM 'Sheet No.: ESC ���� f 1% \ � . 1� I -.--- - __ __ �- - I , - __ � . � - - - � - __ __ . . IFF-1, F, ; I I � I �', % I , ,� . % % , , , . . - I �', , , � \ \ % , \ \ '. ,,� \ � It " " I '. I " 11 I \ t . , 11 ` - __ .- !I ___ - ,_ � __ - ___t..'-,__1 , , - - . ." -1 - .- -, ,. 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All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. Up �10 L,, * co (7N - U� � cr) + r ... q .ttl (DO r__J + \.0 P.-I 0 .4-4 r__I 0 �i1.-� 0 P4 ;--� F-4 - cri . (= (=) 16-i (=) (= 'C�j �4 ;..4 + (=) + 0 pl� U .1..q > a cz C) - E-..q r..4 �4 I �,, _16-i 4-3 (JO Cd 4-i U) ct 44 ;-� �45 0 0 U "4 �� �4 �4 0 �:) a) -!t�,� - .a P4 ,_Q U) -4.4 CZ 1.� 1,-� �� C-) �� ,W > l,.� ;� ,-Q--q 1._� 10--1 ^90% '!� W �� �_" �4 0 U) IN M (D �� F__q rlod. 0.9-4 P4 P11 ' -.1-V 14 1;�, �D ('� CY . F ... q . . Revisions: . 1. 1. 01/15/05: County Comments 2. 02/14/07: County Comments �3. 05/14/07: Contractor Updates 4. 08 /16/ 07: Final Submission Scale: H: I" = 50' Date: Project No.: 0511 Designed: BT;PC Checked: ER; RBM I Sheet No.: I 11, MA 66 Of 76 1 - i I a M Rif 4��= N T_ L 0 T PO Y EDIMENT TRAP EM 'RgVll� HEET 'ESC�23 SS BEE A- RAINAGE R t�! A, 0, 2 8 ACRE ST!' SS X SS gs� -�/QYKE 1S OA L N�7% TO 115 % 8 OqES) 1 X 21 8\8 5 1 25C - DYKE -,S[LT LOA A UF� S�00 ULU: M (7% TO, 15 % S L Ut- t: I 19C TO @D 1 (7 15Y.--SLOP )V T BSS X _$TAGING� S @SS S, --ss, P-S SS s� D -7, -7, 77 N CULLEN LOAM -SLOPES) (7% TO f57. L Q-T G /5 6 8 /A G/ 28 Notes X EACH DAY, THE CONTRACTOR SHALL ONLY DISTURB THE AREA OF THE SITE WHICH HE CAN STABILIZE BY THE END OF DAY. 2. ONE 24 IN (610 MM) DIAMETER FILTEREXX DITCHCHEXX (FDC) SHOULD BE PLACED AT 50 FT INTERVALS IN ALL PROPOSED STORMWATER CONVEYANCE CHANNELS. 3. THE ALBEMARLE COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR SHALL r HAVE THE AUTHORITY TO DIRECT THE CONTRACTOR TO REPLACE ANY EROSION AND SEDIMENT CONTROL PRODUCTS OF FILTEREXX WITH TRADITIONAL MEASURES GIVEN IN STATE E&S HAND BOOK IN THE EVENT THAT THE INSPECTOR CONCLUDES - --- ---- - - ----- ---- THAT THE FILTEREXX PRODUCTS ARE NOT PERFORMING AS WELL AS TRADITIONAL MEASURES. 4. ALL DITCHES TO BE STABILIZED WITH FILTREXX ECB MATTING. IF ALBEMARLE COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR DEEMS CERTAIN ZONES OF ANY DITCH TO BE ERODING, CONTRACTOR IS TO REPLACE FILTREXX ECB LINING WITH E03 MATTING Scale V=50' Contour Interval=2' AS DETAILED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK STANDARD 3.36, 5. ALL CULVERTS AND BRIDGES MUST BE PLACED DURING A PREDICTED DRY WEEK. CONTRACTOR MUST STABILIZE INLET OF CULVERTS WITH PERMANENT SEEDING AND MATTING AND OUTLET OF CULVERTS WITH RIP RAP AS SHOWN ON THE PLAN, --- ----- - 0 50 100 400 op urive ma. u+uu to v+ Nt1! H 'YE QD (L (1 5y. TO 5 SLOPES) 1281.851 Department of Environmental Quality Note -7 66/'�'HAYIISVILLE LdAM LOT T7,' TO 15% SLOPESW ALL NONIMPACTED SURFACE WATERS AND COMPENSATORY MITIGATION AREAS WITHIN 50 FEET T3-h OF PERMITTED ACTIVITIES AND WITHIN THE PROJECT OR RIGHT-OF-WAY LIMITS SHALL BE CLEARLY QV CEI 3T L) FLAGGED OR MARKED FOR THE LIFE OF THE CONSTRUCTION ACTIVITY AT THAT LOCATION TO RIZED DISTURBANCES TO THESE SURFACE WATERS AND COMPENSATORY f S,� MITIGATION AREAS DURING CONSTRUCTION. THE PERMITTEE SHALL NOTIFY CONTRACTOR THAT NO EC ACTIVITIES ARE TO OCCUR IN THESE MARKED SURFACE. -TEMPO�RARY NT�TRAP PT-ST21' _y -17 2 2, 49\1 -23 IN SHEET S 2 r RAINAGE -ARE A BEE B `3 6 D L < -HAYESVIL LO�m A15% TO -,SLOPE,3.J .. .... ..... .. .. .. L-C 7 + �C, t t . .. ..... T R- CECE r -E CHESTER L 0 AN /14 y 25Y.' TO-45%_S-LOPES) )AM, 15 C� AM-- — -T AC/ HAYESVILLE/ LOAM NOP 17% TO IYA SLOPES) (SS 2 1.'802 /A C. Legend SS__ N \LO CONSTRUCTION ENTRANCE (7 TO 1% E. & S. SD. & SEC. NO. 3.02 FILTREXX DITCHCHEXX 'L'O FILTREXX SS & DM. & S E C. 5.1.3 34C HA L�'LO (7% TO 15% Iq 7Z71 /I/ Z '7N F 0 CONSTRUCTION ROAD STABILIZATION E. & S. SD. & SEC. NO. 3.03 ROCK CHECK DAMS E. & S. STD, & SPEC, N 0. 3.2 0 FILTREXX SILTSOXX /�Ci SS FILTREXX SS & DM. & SEC. 5.1.1 -X—X—X— TOPSOILING .. .. .... f EC X_ E. & S. STD. & SPEC. NO. 3.3 0 S qZ 1Z RN,4 Ed f SILT FENCE WITH WIRE SUPPORT E. & S. SD, & SEC. NO. 3.05-1 FILTREXX COMPOST VEGETATED COVER "D FILTREXX SS & DM, & SEC. 5.1.7 v %GHES'l ER L )OPA UTILITY STREAM CROSSING TEMPORARY SEEDING t25%\ FO 45% EJ) E. & S. S D. & S E C. N 0. 3.2 5 E. & S. STD. & SPEC. NO. 3.3 2 RUNOFF DIVERSION SOXX PERMANENT SEEDING R E A FILTREXX SS & DM. & SEC. 5.1.6 IqZ AF17N 6- E. & S. STD. & SPEC. NO. 3.3 2 Iq //I/ TEMPORARY DIVERSION DIKE U1 F F E; R IFILTREXX EROSION CONTROL BLANKET E. & S. STD, & SPEC. NO. 3.09 FILTREXX SS & DM. & S E C. 5.1.8 qZ I-,,-L7RN,4 71�1,F TEMPORARY SEDIMENT TRAP itSOIL STABILIZATION BLANKET MATTING E. & S. S D. & 3 E C. N 0. 3.13 011T i H, 4'� E. & S. STD. & SPEC. NO. 3.3 6 26,971� OUTLET PROTECTION C\ LIMIT OF DISTURBANCE Scale 1"=50' Contour Interval=2' E. & S. S T D. & S P E C. N 0. 3.18 7 NSTORMWATER CONVEYANCE SEDIMENT TRAP DRAINAGE AREA CHANNEL 0 50 100 200 Hightop Drive Sta. 17+50 to 35+00 CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com M- -_ --I cKee Carion and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. TH Op -ROBERT B.MCKEE' NO. 7783 411 IVAL Revisions: 1. 01/15/05: CoLinty Comments 2. 02/14/07: Cottnty Comments 3. 05/14/07: Contractor Updates 4.08/16/07: Final Submission Scale: H: 1" =50' Date: 12/18/06 Project No.: 0511 Designed: BT;PC Checked: ER; RBM Sheet Not: ESC 67 Of 76 1 M KEE RSON � 13 _71— N. —will 1131 TY S `iT RE A M BUFFER, (S) TCV 0_114 9 "1 � r S DETAIL D' SHEET DP-6 EE XI @SS- -SS Q) (E )D� L) ... . .... .... NN 01 900 CV - 9_ Jv FJD co NN iiiiiq )` `\ \ N | / / / I i \ � ' � --- \ - / / \ | � | | \ | \ ! I SS // / / // / ( \\ �� \ .`,, |//\\ \\ i|| 1 '/////' ///U / | \ \ �K\\\\\\N. \ // / .' 00 A, Bss NN LIJ QD NN \\S\T\REA RU F FE will NI N. 77 IN LO N. NN czc N. el NN 1i 1 1, 1 i " I I of Environmental Quality Note V. I I a it I 1z ALL NONIMPACTED SURFACE WATERS AND COMPENSATORY MITIGATION AREAS WITHIN 50 FEET i OF PERMITTED ACTIVITIES AND WITHIN THE PROJECT OR RIGHT-OF-WAY LIMITS SHALL BE CLEARLY F 'GED OR MARKED FOR THE LIFE OF THE CONSTRUCTION ACTIVITY AT THAT LOCATION TO LA RIZED DISTURBANCES TO THESE SURFACE WATERS AND COMPENSATORY MITIGATION AREAS DURING CONSTRUCTION. THE PERMITTEE SHALL NOTIFY CONTRACTOR THAT NO . ..... ..... ;F ACTIVITIES ARE TO OCCUR IN THESE MARKED SURFACE. 14T,�V7 sss _C6EVE�'t it SEE N. NN Hightop Drive St~ 35l00 to 52l50 CONSTRUCTION ENTRANCE E. & S. SD. & SEC. NO, 3.02 CONSTRUCTION ROAD STABILIZATION E. & S. SD. & 8EC. N0. 3.03 F|LTREXX SILTSOXX F|LTREXX SS & DM. & SEC. 5.1.1 Az/51?lVlYI�� SILT FENCE WITH VVUlE SUPPORT UTILITY STREAM CROSSING E. & S. SD. & SEC. N0. 3.25 RUNOFF DIVERSION SOXX F|LTREXX SS & DM. & SEC. 5.1.6 /qZ/B�4/�� TEMPORARY DIVERSION DIKE E. & S. STD. & SPEC. NO. 3.09 TEMPORARY SEDIMENT TRAP E. & S. SD. & 8EO. N{l 3]3 OUTLET PROTECTION E. & S, GTD, & SPEO. NO. 318 F|LTREXX O|TCHOHEXX F|LTREXX 33 & DM. & SEC. 5.1.3 AZ7B?N4/111,F ROCK CHECK DAMS E. & S. STD. & SPEC. NO. 3.20 STORMVVATER CONVEYANCE CHANNEL TOPSO|LUNG SE. & S. STD. & SPEO. NO. 3J0 F|LTREXX COMPOST VEGETATED COVER 0 F|LTREXX SS & DM. & SEC. 517 TEMPORARY SEEDING E. & S. STD. & SPEC. NO, 3.32 PERMANENT SEEDING E. & S. STD. & SPEC. NO. 3.32 F|LTREXX EROSION CONTROL BLANKET F\LTREXX SS & DM. & SEC. 518 'qZ/B?N14/��7 SOIL STABILIZATION BLANKET MATTING E. & S. STD, & SPEC, NO. 3.36 LIMIT OF DISTURBANCE SEDIMENT TRAP DRAINAGE AREA Nos 1. EACH DAY THE CONTRACTOR SHALL ONLY DISTURB THE AREA OF THE SITE WHICH HE CAN STABILIZE BY THE END OF DAY, 2. ONE 24 IN (610 K4h) DIAMETER F|LTEREXX DITCHCHEXX (FDO) SHOULD BE PLACED AT 50 FT INTERVALS IN ALL PROPOSED ST0RMVVATEA CONVEYANCE CHANNELS. 3. THE ALBEMARLECOUNTY EROSION AND SEDIMENT CONTROL INSPECTORSHALL HAVE ANY EROSION AND SEDIMENT CONTROL PRODUCTS OF FILTEREXX WITH TRADITIONAL MEASURES GIVEN IN STATE E&S HAND BOOK IN THE EVENT THAT THE INSPECTOR CONCLUDES THAT THE FILTEREXX PRODUCTS ARE NOT PERFORMING AS WELL AS TRADITIONAL 4. ALL DITCHES TO BE STABILIZED WITH FILTREXX ECB MATTING. IF ALBEMARLE COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR DEEMS CERTAIN ZONES OF ANY DITCH TO BE EROD|NG, CONTRACTOR IS TO REPLACE FILTREXX ECB LINING WITH EC3 MATTING AS DETAILED IN THE V|RG|N|A EROSION AND SEDIMENT CONTROL HANDBOOK STANDARD 3.38. 5. ALL CULVERTS AND BRIDGES MUST BE PLACED DURING A PREDICTED DRY WEEK. CONTRACTOR MUST STABILIZE INLET OF CULVERTS WITH PERMANENT SEEDING AND MATTING AND OUTLET OF CULVERTS WITH RIP RAP AS SHOWN ON THE PLAN. CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 8O|EAST HIGH STREET CHARLOTTBV|LLE,VA229O2 t434-Y79'7522 t434-977'll94 MnKeoCorionand Field Sport Concepts, Ltd. reserves its common low copyright and other property rights |nthese drawings. All ideas, designs, sections, details, and plans are the property of McKee Corson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, orcopied inany form ormanner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent ofeither McKee Carson or Field Sport Concepts, Ltd. -ROBERT B. MCREE- NO. 7783 Pi -ONAO�v �Revisions: � 1.01/15/05 Comments � 2.02/14/07 Comments 2i05/14/07 Contractor Updates �4.08/16/07 Final Submission Date: 12/18/06 Project No.: 0511 Designed: BT;PC Checked: ER; RBM ESC McKEECARSON ✓ / --_ _l i _ Z.,c, .' ` " 1 ' ' \ \ A \ '\ ;, `, i t i i`- i / .. ._ -_ - ✓y ' '' _ _•.- -_ ___ \ \. \ t '` ? 1 � •I it ( i ? 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I I 1 1 / f t a • 1 e /9 igh ®p r � rf� ~ � , LOAM (7% TO 15% SLOPES) IIIII -_. - '� I � '\t \ECB � �-`•-t_,I •\ , L `r' T 14 X ��`' -� `� ' ''\ CULVERT LRCV1`. \ i ! ) 8 A C , t -`..' _• : ��\ 7.02 LF;. 15 RCP 'fal IN I i 2 9,35 ? � ti, �\IN 781.00; INV Our 790,50, ? � ! ; ,\ SEE\DETAIL\'F' SHEETDP 79'LOAM h �\ `,\ \ ,-� `` �,`�'`` �,_Ytl //✓ (2° -�STARR SILT ' TO 7% SLOPES) A �..� C S \t � � ••Jr� LOT I 21 ,\� O 8\ / \ C SS i 4iC - Hi\NASSEE LOAM ` (7% TO 15%/SLOPES) \\ /- Scale 1"=50' Contour interval=2' 0 50 100 200 Lilly Road Sta. 0+00 to 8+20.84 Notes Legend I. EACH DAY, THE CONTRACTOR SHALL ONLY DISTURB THE AREA OF THE SITE WHICH HE CAN STABILIZE BY THE END OF DAY. CONSTRUCTION ENTRANCE 2. ONE 24 IN (610 MM) DIAMETER FILTEREXX DITCHCHEXX (FDC) SHOULD BE PLACED AT CE E. & S. SD. & SEC. NO. 3.02 50 FT INTERVALS IN ALL PROPOSED STORMWATER CONVEYANCE CHANNELS. 3, THE ALBEMARLE COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR SHALL CR CONSTRUCTION ROAD STABILIZATION HAVE THE AUTHORITY TO DIRECT THE CONTRACTOR TO REPLACE ANY EROSION AND E. & S. SD, & SEC. N0. 3,03 SEDIMENT CONTROL PRODUCTS OF FILTEREXX WITH TRADITIONAL MEASURES GIVEN IN STATE E&S HAND BOOK IN THE EVENT THAT THE INSPECTOR CONCLUDES THAT THE FILTEREXX PRODUCTS ARE NOT PERFORMING AS WELL AS TRADITIONAL FILTREXX SILTSOXXSS MEASURES. FILTREXX SS & DM. &SEC. 5.1.1 -x X X X- ALTERNAT111E 4. ALL DITCHES TO BE STABILIZED WITH FILTREXX ECB MATTING. IF ALBEMARLE COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR DEEMS CERTAIN ZONES OF ANY DITCH SILT FENCE WITH WIRE SUPPORT TO BE ERODING, CONTRACTOR IS TO REPLACE FILTREXX ECB LINING WITH EC3 MATTING E. & S. SD. & SEC. N0. 3.05-1 AS DETAILED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK STANDARD 3,36, 5. ALL CULVERTS AND BRIDGES MUST BE PLACED DURING A PREDICTED DRY WEEK. CONTRACTOR US UTILITY STREAM CROSSING MUST STABILIZE INLET OF CULVERTS WITH PERMANENT SEEDING AND MATTING AND OUTLET OF E. & S. SD. & SEC. N0. 3.25 CULVERTS WITH RIP RAP AS SHOWN ON THE PLAN. RD RUNOFF DIVERSION SOXX FILTREXX SS & DM. &SEC. 5.1.6 Department of Environmental Quality Note AL TE/7N,9 T/!/E _ TEMPORARY DIVERSION DIKE E. & S. STD. &SPEC. N0. 3.09 ALL NONIMPACTED SURFACE WATERS AND COMPENSATORY MITIGATION AREAS WITHIN 50 FEET TEMPORARY SEDIMENT TRAP OF PERMITTED ACTIVITIES AND WITHIN THE PROJECT OR RIGHT-OF-WAY LIMITS SHALL BE CLEARLY ST C E. & S. SD. & SEC. N0. 3.13 FLAGGED OR MARKED FOR THE LIFE OF THE CONSTRUCTION ACTIVITY AT THAT LOCATION TO PRECLUDE UNAUTHORIZED DISTURBANCES TO THESE SURFACE WATERS AND COMPENSATORY MITIGATION AREAS DURING CONSTRUCTION. THE PERMITTEE SHALL NOTIFY CONTRACTOR THAT NO OUTLET PROTECTION ACTIVITIES ARE TO OCCUR IN THESE MARKED SURFACE. OP E. & S. STD. &SPEC. NO. 3.18 FDC FILTREXX DITCHCNEXX FILTREXX SS & DM. & SEC. 5.1.3 AL TEAN/l T/11E ROCK CHECK DAMS E. & S. STD. & SPEC. NO. 3.20 STORMWATER CONVEYANCE SC CHANNEL CTOPSOILING TO E. & S. STD. &SPEC. NO. 3.30 CV FILTREXX COMPOST VEGETATED COVER FILTREXX SS & DM. & SEC. 5.1.7 TEMPORARY SEEDING E. & S. STD. & SPEC. NO. 3,32 SEEDING CPERMANENT PS E. & S. STD. & SPEC, NO. 3.32 CFILTREXX EROSION CONTROL BLANKET ECB FILTREXX SS & DM. & SEC. 5.1.8 AL 7ZS9N.9T111E SOIL STABILIZATION BLANKET MATTING E. & S. STD. & SPEC. NO. 3.36 LIMIT OF DISTURBANCE . . SEDIMENT TRAP DRAINAGE AREA CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd, reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. TH OF • r FtOETERT B. MCKEE NO. 7783 Revisions: 1. 01/15/05: Cotinty Comments 2.02/14/07: County Comments 3.05/14/07: Contractor Updates 4.08/16/07: Final Submission , Scale: H:1" = 50' Date: 12/18/06 Project No.: 0511 Designed: BT;PC Checked: ER; RBM Sheet No.: ESC 69 Of 76 McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com — " --- --- -- — --- ---.. - -- — -- -.-- - - —. �'1� , I., ' . - "I z - --- II I 11 I ; i i I % \ - - -.- -- '-, - -1 11 / / I \ ' \ \ `-, 1, �' 's f I I �' " I 1, I - -- -- -- - - - -- ---- - - ,--- - �' I/ 1-1 I I : I i \ E ISTING 15" CULVERT \ I - "I / \ \1' ',- , \ \ - � 1, .11 z i ! 11 I i i ! INV IN 7,00.00 \ - ,-- 11 ' / \ \\\ ' "" "I � � 'I, ,,, -, " *'� "" 11 McKee Carson and Field Sport Concepts, Ltd. i 1 i 1, \ -11 .1-1 / i \ I : I I I 1 \ \ \1 \ �_ -, .... --- - - - 111.� - / / '. \ ' \1 -, "" "�. " " " ,,, -�. N-1 \ \1' \ It-, , 'I, '� �' "� "� -- - ..-- -- - -' /1' X 11 reserves its common low copyright and other ; I I : \ \ ,� � , -" " i I i I ! ! I \ \ , \ , 1, \ '\' '11, 1� 1� -' --' -- -- // / / \ ) \ \\ \ , " (*,,- "I , '- , " '- 1, ' ,-- ", \ �' "I , 111. , "� . .-- -(@ -- CB z z /I property rights' these drawings. All ideas, � � N 11 - - - -- -.-. -..-. -..- ,-- --- -1 I- I / / \ \ \11 \ -'� ' .1� --,. \ \ "', - ' "I 1-1 . . . RIPRAP SLOPED CHANNEL � \ \ * .-'�� , "I " "'. / I , , - �' '. I '� - L9 I/ i I . I - - -- -- ---.- I" , & ' I . \ 11 ',- . \ , "'-- - , -1- � I I \ - 11 'I- 1� designs, sections, details, and plans are the , I � " - " ' � . i FROM DIVERSj ,N DIKE �' \ \ �' -� X I',' \ " \ \\\ -\�� '�.' 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I : � I i \ \ \ �� I I / I I I ! I ; . I i I � I . I/ /'�� I . I : , - - --�-- - ----��I I . I ; I I I �XC I : I I I , — I / -- \/ - -- - -- . ; - , -- I , � I I . I Checked: ER; RBM - rp--� BUNDORAN FARM DR: TEMPORARY SEDIMENT TRAP-4 & 5 (E� BUNDORAN FARM DR: TEMPORARY SEDIMENT TRAP-6 & 7 - (--F-'� BUNDORAN FARM DR: TEMPORARY SEDIMENT TRAP-8 N - -- -- --' '- PLAN SCALE V=20' PLAN SCALE 1"=20' . f / —V -- - I I 11 *�� ( I C V -- - ---/ - -- '--�"-:- I - � - , , �" �-- - \ , ,,,, ""� I 1 PLAN SCALE I"=20' '\'i9� 19 � �9 — Sheet No.: I . ESC McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com i t � t , / / / � fr . t t 3 �\ i ' � / / - III j � / � � / I / � { T.,'• i \ •% McKee Carson and Field Sport Concepts, Ltd. / / �\ -- - -'/' % / '. — - - ( ► / / T` reserves its common law copyright and other property rights in these drawings. All ideas, ` CV designs, sections, details, and plans are the t \ property of McKee Carson and Field Sport ik art \ \ / 1 •I' ` % !' _ " _ • ' �� / / r, Concepts, Ltd. These plans are not to be i ', \ \ �• , .. ! / \ s r / i g / �" reproduced, changed, or copied in any \ ' , % ✓ ? ! / z % ` \- l ! f - form or manner whatsoever, nor are they to be assigned to any Third party without CB. CB first obtaining the express permission and Ay \ / f / I •• \ ,r / / ECB consent of either McKee Carson or Field CV . ' Sport Concepts, Ltd. DY ( / r ..... ,/ ,\// / D a US ' I i t I e � \ .1 �rL /� 7 � / �� � � II ' I ,\ ! .- ., / / +•, \ / ..ItiJ\�.\.�lJ.�,n� ' / } �': 1 ' �� �y e y ! f i STi i l Z s :' / I \ I � ,� ,� �-( % / "`'',\` .- / CN`�' ./ �' y a/ir. 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'/ � f 1 f / % t /� •� J + 6 U s ; z t Q) I I I I ' ( ! / \ \ J J • { z'? rK .r t / W A DE RRY LANE: TEMPORARY SEDIMENT TRAP-1 B DERRY LANE DR• TEMPORARY SEDIMENT TRAP-2 C BALLYSHANNON LANE: TEMPORARY SEDIMENT TRAP-1 D BALLYSHANNON LANE: TEMPORARY SEDIMENT TRAP-2 20 PLAN SCALE: 1'=20' 20 DETAIL SCALE: 1"=20' 20 DETAIL SCALE: 1"=20' 20 DETAIL SCALE: 1"=20' ►� . ® as 0 r lie - -- . 41 , ECB OD�—/ SC K \ t \ / F „ ! , \ fS EC DEC @ SC)Y 5 _ ... 692 F �- w �.._ �I f i I i ; SC EC 1.01/15/05:County Comments f - / 2.02/14/07: County Comments -- / 3.05/14/07: Contractor Updates 4.08/16/07: Final Submission / / I Scale: 1"=20' Date: 12/18/06 rrrrrr Project No.: 0511 Designed: BT;PC Checked: ER; RBM E GOODLING RD: TEMPORARY SEDIMENT TRAP-1 F WINSOME ORCHARD LN: TEMPORARY SEDIMENT TRAP-1 20 PLAN SCALE 1"=20' 20 PLAN SCALE 1"=20' Sheet No.: ESC Scale V=20' Contour Interval=2' 0 20 40 80 71 Of 76 ! 1 t' t � 1 i r r L I CV TO S AREAL t , , SS USC 796 A I UV I ECB ti' •i i i x_,r`i I .ice N 4 f CARPENTER RD: TEMPORARY- SEDIM ENT TRAP-1 PLAN SCALE 1"=20' i �9a ST5 RD ECB CV Sri SS I SS I Op j r- ,I � J •� C 1; CARPENTER RD: TEMPORARY SEDIMENT TRAP-5 I \ \t 114 � 1 ... - 8 -sx 5 , P 4 t n i t t , a . F z J M t t \ F PLAN SCALE 1"=20' CARPENTER RD: TEMPORARY SEDIMENT TRAP-6 PLAN SCALE 1"=20' I \ / 1/ I / l f / / / t / i / J / P / 1 ECB / 1. �\ fart �\ �;,, 4,,�\'. •••.•%�' -7`__ - �'\ ` t STD I '; ' I / Z / A r / J t CARPENTER , PORARY--S-ED-1 M ENT TRAM PLAN 1, SCALE 1"=20' � I Sc I I; @ECB I ; i• e t ! 1 } 1 % 1 I 1 OP I ! ! i 2 } 'CPI X i } gz SS; EC ( ! / I / / / / t f f CARPENTER RD: TEMPORARY SEDIMENT TRAP-7 PLAN SCALE 1"=20' , s F � 3 JR e: , r S 4 t J <C3 0` ✓ F T L r f t T- k f -Y fie` A r S f, P 1 � tr h f ..>' .. -.... :,. n.. ,. .h <> , ..,. ,., r\ r., 1. �w�t•t .! { c r r t. r: F. /86 r' ST4 - I I SS I ,' i 1� 7 1; l cv 1 I �l / 1 co �-- 1 `• -%`rig--- • • __ rl\ � i t , CARPENTER RD: TEMPORARY SEDIMENT TRAP . PLAN SCALE 1"=20' Scale 1"=20' Contour Interval=2' 0 20 40 80 McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied p g P ed in any form or manner whatsoever, nor reth ey Y to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. �,pyTH Op b I � ROBERT B, MCKEE� NO, 7783 �o w41- ���' StONAL � , AN, Revisions: 1.01/15/05: Cotmty Comments 2.02/14/07: Cotmty Comments 3.05/14/07: Contractor Updates 4.08/16/07: Final Submission Scale: 1"=20' Date: 12/18/06 Project No.: 0511 Designed: BT;PC Checked: ER; RBM Sheet No.: ESC U PLAN SCALE 1"=20' C J------------------- •-------- - - - ------ — -------------------- ------- S i / 1 1 �`✓ 1—� 71CV 2 1 � On ST2 SS OP' W CP Y EC USC ,' A • • 1 PLAN SCALE 1"=20' PLAN t r r t L f r Y _r 4 C 9+ / t 1 , h � 3 rr ta v \v I t C. PS ■ 0 a SCALE V=20' PLAN t \ t [ T 1 I F C Z t t t r � j I ■ ZAAMN Mq I 11k Wn- SCALE V=20' Scale 1"=20' Contour Interval=2' 0 20 40 80 McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET j CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd, reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. a, H s itoo LF Revisions: 1.01/15/05: County Comments 2.02/14/07: County Comments 3.05/14/07: Contractor Updates 4.08/16/07: Final Submission Scale: 111=20/ Date: 12/18/06 Project No.: 0511 Designed: BT;PC Checked: ER; RBM Sheet No.: ESC NO ADEQUATE CHANNEL PROVIDED:-010-<IFS 1CFS O .O f D- D -;R HIGHTOP DR: TEMPORARY- SEDIMENT TRAP-1 PLAN SCALE I"=20' N SS S12 O M" P PLAN SCALE 1"=20' PLAN SCALE I"=20' SS r \ A q"' 00 '9ST4 rc UV- r\ "EC 11 It (2)s C\ r\ ID g" S/ XmNll� - Gp PLAN SCALE V=20' Scale I"=20' A Contour Interval=2' McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHAR LOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. a' ;0-1 ROBERT B. MCKEE NO. 7783 01VAL V:�'9 Revisions: 1. 01/15/05: County Comments 2. 02/14/07: County Comments 3. 05/14/07: Contractor Updates 4.08/16/07: Final Submission Scale: 1"=20' Date: 12/18/06 Project No.: 0511 Designed- BT;PC Checked: ER; RBM Sheet No.: ESC 0 20 40 80 Ili 74 Of 76 1 McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS _DRAINAGE SWALE SOIL STABILIZATION MATTING A A LAND PLANNERS DIRECTS FLOW 1. SET POSTS AND EXCAVATE A 4"X4" 2, STAPLE WIRE FENCING TO THE POSTS. SHALL BE USED IN TO SEDIMENT TRENCH UPSLOPE ALONG THE LINE CONJUNCTION WITH RIPRAP \ 301 EAST HIGH STREET BASIN OF POSTS, AT OUTLET END OF PIPE �u� CHARLOTTESVILLE, VA 22902 3" BM-2 ASPHALT �• � � � ) EARTHEN RIDGE f:434-977-7522 70 10' MAX, % 3d o — — i PIPE OUTLET TO FLAT SIDE SLOPE 3:1 t: 434-977-1194 TOP COURSE �-\ \ , � 2°�° www.mckeecarson.com EXISTING _� �- _ PLAN VIEW d AREA WITH NO DEFINED o FILL SLOPE /\%\/ % '.•:-1 .-; ••..... ...::- .- •.,.:... PAVEMENT ,� ENTRENCH EDGES_ CHANNEL \� �� ��\ \ ° ° `) �l� �- / I OF MATERIAL 6, — — �// % 6" 21A AGGREGATE BASE I ( `�� / v\/ \/j /�� / /�//���RK,� �/ / /�j McKee Carson and Field Sport Concepts, Ltd. 6" MIN. FILTER ,�/ CLOTH I' (�� /' III �1 IIj \ \ _ \ \�, \ \\ \\/\ \\/\\�/�\�j\\//\ \\//M\ \��reserves its common law co rihtandother SECT10N A-AEX. CURB OR / ___/ — �\ =L a�/%\//�\�/%�// EDGE OF � � - .I- � � / / _ i�/i/✓i\✓�/i i\�ii i i\t/�i\�/�i\����i\ i\�i\r/i\�/�/�\�i�\���%�i' property rights In these drawings. All ideas, PAVEMENT / = I I= I designs, sections, details, and plans are the / -I I j— SECTION A -A p % 2' property of McKee Carson and Field Sport 70' MIN. ASPHALT PAVED — B WASHRACK FLOW — IIIII — III �II"''—I III \��\\\�jj Concepts, Ltd. These plans are not to be 4„ 5./�.. NOTE: THE FILL DIVERSION SHOULD BE STABILIZED WITH MULCH AND EC-2 MATTING. reproduced, changed, or copied in any MUST EXTEND*SOURCE: VA. DS W C form or manner whatsoever, nor are they 1'- 2 KEY IN 6"-9"; to be assigned II FULL WIDTH OF gned to any third party without A��� *` 4 ' 2%. INGRESS AND 3. ATTACH THE FILTER FABRIC TO THE 4. BACKFILL AND COMPACT THE FILTER CLOTH RECOMMENDED FOR ' •%�' • �_,_ WIRE FENCE AND EXTEND IT INTO THE EXCAVATED SOIL. TRANSVERSE first obtaining the express permission and �� ' I A EGRESS TRENCH. CLOSED CHECK SLOT ENTIRE PERIMETER TEMPORARY FILL DIVERSION Xo-026 t consent of either McKee Carson or Field �� • . �• . .' . • . OPERATION C EXISTING I A r ® SECTION N.T.S. Sport Concepts, Ltd. PAVEMENT POSITIVE DRAINAGE TRANSVERSE 3d (MIN.) B / OPEN CHECK SLOT FL _ A o I TO SEDIMENT i I? UPSTREAM AND TRAPPING DEVICE — /� 1, 2" I Q0 DOWNSTREAM TERMINAL PLAN VIEW d o TH —�- PLAN VIEW III v f V' FLO PIPE OUTLET TO WELL \ DEFINED CHANNEL COMPACTED SOIL —'�—� UO 9 -.;�'�' fx EROSION CONTROL FABRIC ROBERT B. MCKEE 12' MIN FLOW �— `I= .. 2 °� a ,« // L 24.. �� ..:.:.:.t:. VDOT ST'D. EC-2 O. 7783 /\ \/� \ _ I I I I I i i / a' iiiiii.=r'r'a',''r'r'r.'s • -1 • --.'- -'r: O FILTER"IN a --FLOW w 0 �� �\ CLOTH EXTENSION OF FABRIC AND WIRE INTO THE TRENCH, SECTION A -A tj� I 0 /° I I ^ I I I s`rIONAL� FILTER FABRIC � -'�- 4.5' MIN. SECTION B-B WIRE NOTE: KEY IN 6"-9"; NOTE: FILTER CLOTH RECOMMENDED FOR A MINIMUM WATER TAP OF V MUST BE INSTALLED WITH A MINIMUM V BALLCOCK IIIIJ—I I I 1. SWALE TO BE LINED WITH NORTH AMERICAN GREEN SC 150 DOUBLE NET BLANKET NOTES: ENTIRE PERIMETER SHUTOFF VALVE SUPPLYING A WASH HOSE WITH A DIAMETER OF 1.5" FOR ADEQUATE CONSTANT I _ FOR EROSION CONTROL SEE WWW.ERNSTSEED .COM AND CONTACT LAPRIOR PRESSURE. I WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO AN APPROVED _II _ TO INSTALLATION, 1, APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE, SETTLING AREA TO REMOVE SEDIMENT. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING 2. CHECK SLOTS TO BE CONSTRUCTED AS PER MANFACTURERS RECOMMENDATIONS. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. STORM DRAINS, DITCHES OR WATERCOURSES. 3. SOURCE: VDOT ROAD AND BRIDGE STANDARDS 3. d - 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES, PAVED CONSTRUCTION ENTRANCE X0_001 C SILT FENCE WITH WIRE SUPPORT XD.002 SOIL STABILIZATION MATTING INSTALLATION X0.025 OUTLET PROTECTION - PIPE XD-016 TEMPORARY DIVERSION DIKE XD-006 CE PLAN AND SECTION N.T.S. �r DETAIL N.T.S. tC2 TYPICAL TREATMENT - 2 SCALE OP PLAN AND SECTION N.T.S. ®® DETAIL N.T.S. � H W 0 P4 A F__� IL v U F .� � �Z z Mai Z z o z P4 w 'Revisions: 1. 01/15/05- County Comments 2.02/14/07: County Comments 3.05/14/07: Contractor Updates 4.08/16/07: Final Submission Scale: NTS Date: 12/18/06 Project No.: 0511 Designed: BT;PC Checked: ER; RBM Sheet No.: r MCKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS FILTREXX DITCH CHEXX DETAILS N.T.S. 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' Gi�iVTR�-�tr.Dl�• J _.Notes$;. ,. • .. , 1:: L ...::: � ...I 1,o"xr►eer F �i Pea��l#a4!�a. , _ ,. 2, i $cdtt+trtt sa►y.Ion, i r deco lot aims 40t rk.. arad 2ti.ata�f ie pc(ciu{rr� re/nr art ra sutf lE t4 Lxa ursed �ivne Ila d irin� cis?.si 8t:tjOtt VieW $iaaatt at er ,n cdrt# t gckd4Wn ., 3tetRiriQ tl.bt4 a f to l`t�c appiic�lfla�n •nP GFGt�,�j��yy yy�t Sys J� J,,�y �� „.O j� `�, y :�}. t.� �'.�t�j IJQ Mli `�ioY t�::tf�,MT AtW N,+71r� 9 •vyYi j'�il K{ F19. ,�r ' 4ili?tet?:>�lr�:;;ts`Ilett�t#.$;!��I►f:4ft�.E`►3rtlir'B'- . , .' ... ... . .... aa MMom..�,,, . *"Poo ,...timed aides' 1: wI4+($ motor ittetl ro todl,df LP400'+tlrt� tOOnq ili� kw'domled o ' slo w4ttfltA > mpf 44,:rtSiraAr(iu#r� �; 1r tt! l�ettlrr� 5140 lr ;t ter# frAt►t t4ii tit bQtti�fR TIQIiQF at¢, j 4i1 lifts �lopt, �,• tockc#�rt�'+ t�etarg st;al! tza in�ltgct ur�r ttts:enttr�' ar�;:of.�te �;W�:�s lrt{udg. Ott I eMeR:rsveF tlti p'sC , FILTREXX LOCKDOWN NETTING SECTION N.T.S. FILTREXX RUNOFF DIVERSION SOXX PLAN AND SECTION P,hilip;Custer N.T.S. From;: Jga*Kelsey[lKELSEY(ci lbelma(le.orgj Sent; .Thursday, Qctpker 18, 20All00 To: Philip Custer Cc: Kenny`Thacker; Glenn Brooks, Allan Schack; tlonathan Shard tooled: RE: tlss of Cgmposf F.titgr:$gqks in Erosion and Sediment Cor>trol F?ian for t3undoran Farm project l have .re4iewedthe Compost Filter Sock ddCurnantallon and essentially this product serve"s.as an alternative. to the application af,Si[i Fence in areas of,sheet flow and check dams in channeisi The application limitations of. this product are similar to titd;purpase apd dasi n: criteria for Siit Ferice as.,. rovided:in the VESCM 'G,.regn l3oak . in that the. flow .. 9 p i canna> exceed.1 cfs in check:dam applications Arid the drainage area for: sheet float cah. t excoed:0.25 acros ppr 10Q feet of filter sock len the The on dice tion is in the "s o"e len 't 7sdck tameter" s deification$ 6 . the- "- Wet. . >� � p. . h:. I p g.h d p y nufact For slopes 3:1 to 2:1 maximum.thp. slope length 11mit. is 50 filet and:the so.c{ diameter is 1 inches: For slopes 5.1 and flatter the slope lelngth limit is 106 feet.and the sock djameter is '12 inches, No specifications are provided^for slopes between 3:1 arid 5:.1, so I can only assume that a ilopo::lehoth limit of 75 feet and the sock:diameterof 18 incites are applicable. TherefordF the use of Compost Filter 5ocks is permitted provideci,the application criteria stated above and as provided In theVESCH "Geeen:Book"..are foltowed: Sincerely; j xk NL Kelsey P ;Cvun1� Eetglneer C:anunlrruly Caevelv�rnen"t Ggeps�•Imetlt GvlrHt�,Lif Atlxtrtarts,'-YlYginfcc jkefsey�attiemirrfe.vrg (434) 296,-5$32 exi.3376 (�t34) 982-CIS? l�fobjl� (434) 972-409,9 Fax VARIANCE APPROVAL LETTER N.T.S. 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Feld Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copled In any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. I Revisions: 1.01/15/05: County Comments 2.02/14/07: County Comments 3.05/14/07: Contractor Updates 4.08/16/07: Final Submission Scale: NTS Date: 12/18/06 Project No.: 0511 Designed: BT;PC Checked: ER, RBM Sheet No.: ESC 25 II 76 Of 7611