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HomeMy WebLinkAboutWPO201800014 Plan - VSMP WPO VSMP 2018-10-29**d:U11 x -12' TC TOP OF CURB ELEVATION SPOT ELEVATION X 12'TW TOP OF WALL ELEVATION 3 33,E X 1PW BOTTOM OF WALL ELEVATION 25 BENCHMARK SANITARY EASEMENT GRADING EASEMENT DRAINAGE EASEMENT UTILITY EASEMENT WATER EASEMENT ACCESS EASEMENT STORM DRAINAGE EASEMENT SHEET INDEX STORM SEWER C I - RD ROOF DRAIN C2 - EROSION � SEDIMENT CONTROL NARRATIVE SEWER LINE C3 - —12 WATER LINE C4 - —oo— GAS LINE C5 - nHE - OVERHEAD ELECTRIC WIRE CG - UGE - UNDERGROUND ELECTRIC C7 - UHT - OVERHEAD TELEPHONE LINE Cb - [JrT - UNDERGROUND TELEPHONE LINE C9 - UTILITY EASEMf NTS DRAIN INLET (DI) C 10 0 STORM/SANITARY MANHOLE C I I E PLUG Al Or V 13 IV WATER VALVE & BOX 4# FIRE HYDRANT 'W rl o WATER METER Impervious area 0-0 LIGHT POLE M. -0- UTILITY POLE Charlottesville, Virginia 22902.4596 PROPERTY LINE Open space (&A) 296-5823 ADJACENT PROPERTY LINE ------- VACATED PROPERTY LINE 10 7o BUILDING SETBACK Total= 267,535 SF (6,14 ac.) PARKING SETBACK SANITARY EASEMENT GRADING EASEMENT DRAINAGE EASEMENT UTILITY EASEMENT WATER EASEMENT ACCESS EASEMENT STORM DRAINAGE EASEMENT NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. V5MP PLAN fOR HAN5EN ROAD CHURC I IMAGE PROVIDED BY GOGGLE MAPS SHEET INDEX TREE LINE C I - COVER SHEET FENCE C2 - EROSION � SEDIMENT CONTROL NARRATIVE STREAM C3 - —12 INTERVAL CONTOUR C4 - —oo— INDEX CONTOUR C5 - G —2 STANDARD 6" CURB CG - CG -6 COMBINATION 6* CURB & GUTTER C7 - GRADING PLAN SHEET Cb - DRAINAGE MAP CONCRETE PAVEMENT f SIDEWALK C9 - UTILITY EASEMf NTS RIPRAP C 10 - STOKMFIFE PKOFILES $ DETAILS SHEET C I I - UTI LITY$ EROSION DETAI LS SHEET C 12 - EROSION CONTROL DETAILS ASPHALT GRASS EC -2 MATTING Impervious area COUNTY OF ALBEMARLE EC®3 MATTING Dept. of Plannng & Community Development A01 McIntire Road Charlottesville, Virginia 22902.4596 WETLAND Open space (&A) 296-5823 MANAGED SLOPES 10 7o PARKING COUNT Total= 267,535 SF (6,14 ac.) CROSSWALK HANDICAP ACCESSIBLE AISLE CG -12 I.Q HANDICAP PARKING NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. V5MP PLAN fOR HAN5EN ROAD CHURC I IMAGE PROVIDED BY GOGGLE MAPS October 28, 1998 _Z AA /+ q6 - te 0 Steve Melton 195 Riverhend Dr Charlottesville, VA 22911 RE: ZMA-98-20 Pantops PD -MC Tax Map 78, Parcels 20A, 73, 73A, 75 and 76 Dear Mr. Melton The Albemarle County Board of Supervisors, at its meeting on October 21, 1998, approved the above - noted request for approvalof an application plan for the general devcloment of 49334 acres, zoned PD -MC (Planned Development Mixed Commercial); HC (Highway Commercial) and EC (Entrance Corridor qrA111111ft A­rlay District), Please note that this approval is subject to four modifications for the appicaticia plan d four requirements for application plan approval. The modifications and requirements are as follow: Modifications fow Application Plan approvah a- The Boarrd granted a waiver of restrictions to development on critical slopes for and restricted to the Krogw Shopping Center site, the DMV site and to those areas shown for roadways and ocher infrastructure improvements on the Application Plan. Subsequent requests for other' critical slopes waivers as may be requested as other site plans are presented will be entertained by the Planning Commision- b. The Boarrd did not find that the request for relief from stormwater detention requirements to be contrary Ito general planning/policy issues, The Board will allow administrative determination by the Engiracering Dcpancrit subject to satisfaction of the Engineering Department concerns as to adequacy of water quality measures as well as adequacy of downstream channels, C. The Board can determine no compelling reason to incorporate commercial roadways into the public road network. Private roads will generally allow more flexibfity in site design due to more flexibfitv in setbacks and improvements which may occur within the right -of way. Therefore, the Board apiproved usage of private roadways internal to the development. This should not be viewed as a zoning restriction/prohibition to Board approval of these roads as public roads at some future date, and d. The Boarrd believes that PD -SC parking standard was intended to encourage a Planned Development approach for shopping center development. The Board found that this intent has been accomplished through this petition and that usage of the PD -SC parking standard would be appropriate with this intent as well as with standards of the Comprehensive Plan. W OWNER / DEVELOPER Owner: Point Church 1428 Greenbrier Place Charlottesville VA, 22901 Developer: Core Real Estate and Development 195 Riverbend Drive Charlottesville VA, 22911 ZONING Planned Development Mixed Commercial Entrance Corridor (EC) Steep Slopes — Managed Parcel, Owner Impacted by Site Plan: 78-73AA, Albemarle Land LLC 78-73B1+, Hansen Road Professional Center LLC et al. 78-3A6+, Virginia School Boards Association et al. Original Approved ZMA 1998-20 Amended ZMA 2002-08 Owner Subject to Four Party Road Improvement Agreement dated 09/21/1998, Deed Book 1899 Pg, 402 LEGAL REFERENCE TMP 07800-00-00-073AB — D13 51050 PG 437 DB 4786/17 PLAT BENCHMARK Benchmark for topographic survey is the top of a sewer manhole located northeast of the site. Elev. = 536.95' Datum: NAVD88 SOURCE OF BOUNDARY & TOPO Boundary & topographic survey information provided by. Commonwealth Land Surveying 319 Ric Road W Charlottesville, VA 22901 2/6/17 Additional topography by Albemarle County GIS used for general information about adjoining properties that are not part of construction. EXISTING USE Vacant Land PROPOSED USE 19,180 SF Church w/ Associated Parking FLOOD ZONE According to the FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO289D), this property does not lie within the Zone AE 100—year flood plain. WATERSHED This site is not located within a water supply protection area. 0 U Z !Lt4 cq Fy W W Z Z W ZW D 0 Z F_ V) 0 N Qq W > V) Li _J _J > V) C4_ W V) < 0 W _J 4i U SHEET INDEX SHEET C I - COVER SHEET SHEET C2 - EROSION � SEDIMENT CONTROL NARRATIVE SHEET C3 - EXISTING CONDITIONS $ DEMOLITION SHEET C4 - EROSION PLAN PHASE I SHEET C5 - EROSION PLAN PHASE 2 SHEET CG - EROSION PLAN PHASE 3 SHEET C7 - GRADING PLAN SHEET Cb - DRAINAGE MAP SHEET C9 - UTILITY EASEMf NTS SHEET C 10 - STOKMFIFE PKOFILES $ DETAILS SHEET C I I - UTI LITY$ EROSION DETAI LS SHEET C 12 - EROSION CONTROL DETAILS Impervious area COUNTY OF ALBEMARLE Dept. of Plannng & Community Development A01 McIntire Road Charlottesville, Virginia 22902.4596 Open space (&A) 296-5823 October 28, 1998 _Z AA /+ q6 - te 0 Steve Melton 195 Riverhend Dr Charlottesville, VA 22911 RE: ZMA-98-20 Pantops PD -MC Tax Map 78, Parcels 20A, 73, 73A, 75 and 76 Dear Mr. Melton The Albemarle County Board of Supervisors, at its meeting on October 21, 1998, approved the above - noted request for approvalof an application plan for the general devcloment of 49334 acres, zoned PD -MC (Planned Development Mixed Commercial); HC (Highway Commercial) and EC (Entrance Corridor qrA111111ft A­rlay District), Please note that this approval is subject to four modifications for the appicaticia plan d four requirements for application plan approval. The modifications and requirements are as follow: Modifications fow Application Plan approvah a- The Boarrd granted a waiver of restrictions to development on critical slopes for and restricted to the Krogw Shopping Center site, the DMV site and to those areas shown for roadways and ocher infrastructure improvements on the Application Plan. Subsequent requests for other' critical slopes waivers as may be requested as other site plans are presented will be entertained by the Planning Commision- b. The Boarrd did not find that the request for relief from stormwater detention requirements to be contrary Ito general planning/policy issues, The Board will allow administrative determination by the Engiracering Dcpancrit subject to satisfaction of the Engineering Department concerns as to adequacy of water quality measures as well as adequacy of downstream channels, C. The Board can determine no compelling reason to incorporate commercial roadways into the public road network. Private roads will generally allow more flexibfity in site design due to more flexibfitv in setbacks and improvements which may occur within the right -of way. Therefore, the Board apiproved usage of private roadways internal to the development. This should not be viewed as a zoning restriction/prohibition to Board approval of these roads as public roads at some future date, and d. The Boarrd believes that PD -SC parking standard was intended to encourage a Planned Development approach for shopping center development. The Board found that this intent has been accomplished through this petition and that usage of the PD -SC parking standard would be appropriate with this intent as well as with standards of the Comprehensive Plan. W OWNER / DEVELOPER Owner: Point Church 1428 Greenbrier Place Charlottesville VA, 22901 Developer: Core Real Estate and Development 195 Riverbend Drive Charlottesville VA, 22911 ZONING Planned Development Mixed Commercial Entrance Corridor (EC) Steep Slopes — Managed Parcel, Owner Impacted by Site Plan: 78-73AA, Albemarle Land LLC 78-73B1+, Hansen Road Professional Center LLC et al. 78-3A6+, Virginia School Boards Association et al. Original Approved ZMA 1998-20 Amended ZMA 2002-08 Owner Subject to Four Party Road Improvement Agreement dated 09/21/1998, Deed Book 1899 Pg, 402 LEGAL REFERENCE TMP 07800-00-00-073AB — D13 51050 PG 437 DB 4786/17 PLAT BENCHMARK Benchmark for topographic survey is the top of a sewer manhole located northeast of the site. Elev. = 536.95' Datum: NAVD88 SOURCE OF BOUNDARY & TOPO Boundary & topographic survey information provided by. Commonwealth Land Surveying 319 Ric Road W Charlottesville, VA 22901 2/6/17 Additional topography by Albemarle County GIS used for general information about adjoining properties that are not part of construction. EXISTING USE Vacant Land PROPOSED USE 19,180 SF Church w/ Associated Parking FLOOD ZONE According to the FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO289D), this property does not lie within the Zone AE 100—year flood plain. WATERSHED This site is not located within a water supply protection area. 0 U Z !Lt4 cq Fy W W Z Z W ZW D 0 Z F_ V) 0 N Qq W > V) Li _J _J > V) C4_ W V) < 0 W _J 4i U Requirements for Application Plan -approval: 1. A landscape plan providing Ml screening of all buildings and parking arms visible from Monticello shall be provided as a condition of site plan approval for all development. The landscape plan may preserve existing trees or provide plantings which shall provide the necessary screening within 15 years. 2. A street tree plan providing a visual buffer for Hansen Road and Rolkin Road shalt be provided as a condition of site plan or road plan approval. Large meet trees shall be planted on both sides of such roads in accordance with Section 32.7.9.6 of the Zoning Ordinance and shall be staggered on opposite sides of the road. 3. All buildings shall be designed to provide rooftop style, treatment and color schemes which assurc minimal visual impact on the Monticello viewshed. Assurance of such style, treatment and color schemes shall be a condition of final site plan approval. Such approval may be given by the Director of Planning and Community Development after providing notice to the Thomas Jefferson Memorial Foundation and an oppomnity for Foundation comments to be considered. 4, Approval and execution of the Four Party Road Improlycment Agreement substantially in accord with the document dated October 20, 1998, and attachad hereto, shall be required prior to the approval of any development plan. If you have any questions or comments regarding the above-nolted action, please do not hesitate to contact me. Sincerely Ronald S. Keeler Chief of Planning RSKl cf Cc: Amelia McCulley Jack Kelsey Tex Weaver Steve Allshousc Gordon Gledhill by I, fit AL COUNTY OF ALBEMARLE Department of Building Code and Zoning Services 403 McIntire Road, Room 227 Charlottesville, Virginia 22902-4596 FAX (804) 9724126 TELEPHONE (804) 296-5832 TTD (804) 972-4012 MEMORANDUM TOO The file, ZMA 98-20 FROM: Amelia McCulley, Zoning Administrator t Wayne Cilimberg, Director of Planning and Community Development DATE; 01119101 RE: Landscape Plans for the entire Pantops PD -MC zoned by ZMA 98-20 This document is a Memorandum of Agreement set forth in an effort to meet the intent of the first 'Requirements for Application Plan Approval" froin ZMA 98-20. On October 21, 1998 the Board of Supervisors approved the Planned Development Mixed Commercial Application Plan with the following condition: 1. A landscape plan providing full screening of all buildings and parking areas visible from Monticello shall be provided as a condition of site plan approval for all development. The landscape plan may preserve existing trees or provide plantings which shall provide the necessary screening within 15 years, The goal of 'full screening' is not only to fully obscure but to provide the maximum screening through integration with the existing character of the forested slopes within the viewshed of Monticello. The County, the Developer and Thomas Jefferson Memorial Foundation all hereby agree that the following guidelines will be used in review of all the pertinent site plans on a case-by-case basis: The sites should appear as natural as possible after development. This may involve randomly placing trees on a slope rather than having a large mowed area or a staggered row of evergreens. It may also provide for screening evergreen trees to be mixed with deciduous trees so as not to create a 'block of green" every winter when the deciduous trees in the naturalized areas surrounding the development drop their leaves- The screening needs to be substantial, but a softer silhouette than the standard, using indigenous trees wherever possible, and scattered or in clumps, not in rows. Consideration should be given to species that will grow to a substantial size and are disease resistant so that they will survive and integrate into the native habitat There will be different considerations on each site depending on the acreage of the site, the topography or terrain, the visibility from Monticello, and the surrounding natural microcosm. The height, size, layout and colors used on the buildings to be constructed will also effect the required landscaping. Since cars and other vehicles reflect light and draw attention to one spot In a field of vision, thorough landscaping of parking tots and accessways is also a major consideration. Planning staff in their professional capacity will review the landscape plans for all sites within the PD -MC. In the process, they must uphold the Zoning Ordinance, the conditions of the Application Plan, and help achieve the goals set out above. Agreed to by: Kat Imhoff, far Thome—lferson MW&nal Foundation Steve Melton, for Hurt Investment Company E E E E F E E E 0 0 0 0 0 Q) (V Q > > > (D a- a- E 0 - CO CO 00 00 co 00 cc) C) CD I t� Date 02/22/18 Scale M.1211 Sheet No. C1 CSF 12 File No. MEN= T11 - LAND LAN D USE SCHEDULE EXISTING Area % U JUSiT, IN MSHIMP Road 29,833 SF 11,15% L/14 c. N .4 183 Sidewalk 10,839 SF 4.05% Open space 226,863 SF 84.80% Total= 267,535 SF (6.14 ac.) 11VIONAL V, PROPOSED Area % Building 11,402 SF 8.19% Pavement 109,816 SF 78.91% Walkways 17,948 SF 12.90% Impervious area 139,166 SF 52.02% Open space 128,369 SF 47,98.% Total= 267,535 SF (6,14 ac.) Requirements for Application Plan -approval: 1. A landscape plan providing Ml screening of all buildings and parking arms visible from Monticello shall be provided as a condition of site plan approval for all development. The landscape plan may preserve existing trees or provide plantings which shall provide the necessary screening within 15 years. 2. A street tree plan providing a visual buffer for Hansen Road and Rolkin Road shalt be provided as a condition of site plan or road plan approval. Large meet trees shall be planted on both sides of such roads in accordance with Section 32.7.9.6 of the Zoning Ordinance and shall be staggered on opposite sides of the road. 3. All buildings shall be designed to provide rooftop style, treatment and color schemes which assurc minimal visual impact on the Monticello viewshed. Assurance of such style, treatment and color schemes shall be a condition of final site plan approval. Such approval may be given by the Director of Planning and Community Development after providing notice to the Thomas Jefferson Memorial Foundation and an oppomnity for Foundation comments to be considered. 4, Approval and execution of the Four Party Road Improlycment Agreement substantially in accord with the document dated October 20, 1998, and attachad hereto, shall be required prior to the approval of any development plan. If you have any questions or comments regarding the above-nolted action, please do not hesitate to contact me. Sincerely Ronald S. Keeler Chief of Planning RSKl cf Cc: Amelia McCulley Jack Kelsey Tex Weaver Steve Allshousc Gordon Gledhill by I, fit AL COUNTY OF ALBEMARLE Department of Building Code and Zoning Services 403 McIntire Road, Room 227 Charlottesville, Virginia 22902-4596 FAX (804) 9724126 TELEPHONE (804) 296-5832 TTD (804) 972-4012 MEMORANDUM TOO The file, ZMA 98-20 FROM: Amelia McCulley, Zoning Administrator t Wayne Cilimberg, Director of Planning and Community Development DATE; 01119101 RE: Landscape Plans for the entire Pantops PD -MC zoned by ZMA 98-20 This document is a Memorandum of Agreement set forth in an effort to meet the intent of the first 'Requirements for Application Plan Approval" froin ZMA 98-20. On October 21, 1998 the Board of Supervisors approved the Planned Development Mixed Commercial Application Plan with the following condition: 1. A landscape plan providing full screening of all buildings and parking areas visible from Monticello shall be provided as a condition of site plan approval for all development. The landscape plan may preserve existing trees or provide plantings which shall provide the necessary screening within 15 years, The goal of 'full screening' is not only to fully obscure but to provide the maximum screening through integration with the existing character of the forested slopes within the viewshed of Monticello. The County, the Developer and Thomas Jefferson Memorial Foundation all hereby agree that the following guidelines will be used in review of all the pertinent site plans on a case-by-case basis: The sites should appear as natural as possible after development. This may involve randomly placing trees on a slope rather than having a large mowed area or a staggered row of evergreens. It may also provide for screening evergreen trees to be mixed with deciduous trees so as not to create a 'block of green" every winter when the deciduous trees in the naturalized areas surrounding the development drop their leaves- The screening needs to be substantial, but a softer silhouette than the standard, using indigenous trees wherever possible, and scattered or in clumps, not in rows. Consideration should be given to species that will grow to a substantial size and are disease resistant so that they will survive and integrate into the native habitat There will be different considerations on each site depending on the acreage of the site, the topography or terrain, the visibility from Monticello, and the surrounding natural microcosm. The height, size, layout and colors used on the buildings to be constructed will also effect the required landscaping. Since cars and other vehicles reflect light and draw attention to one spot In a field of vision, thorough landscaping of parking tots and accessways is also a major consideration. Planning staff in their professional capacity will review the landscape plans for all sites within the PD -MC. In the process, they must uphold the Zoning Ordinance, the conditions of the Application Plan, and help achieve the goals set out above. Agreed to by: Kat Imhoff, far Thome—lferson MW&nal Foundation Steve Melton, for Hurt Investment Company E E E E F E E E 0 0 0 0 0 Q) (V Q > > > (D a- a- E 0 - CO CO 00 00 co 00 cc) C) CD I t� Date 02/22/18 Scale M.1211 Sheet No. C1 CSF 12 File No. MEN= PROJECT DESCRIPTION THIS PROJECT PROPOSES A 19,180 SF CHURCH ON WHAT IS CURRENTLY VACANT LAND. THE TOTAL AREA OF DISTURBANCE IS 4.45 ACRES. EXISTING SITE CONDITIONS ALL WORK SHALL BE COMPLETED ON THE SUBJECT PARCEL, ALBEMARLE COUNTY TMP 78-73AB. SUBJECT PARCEL IS OWNED BY ALBEMARLE LAND LLC. ON-SITE SLOPES AVERAGE 8%. STORMWATER FLOWS ONTO ROLKIN ROAD WHERE IT IS COLLECTED IN STORM SEWERS AND PIPED TO AN EXISTING STORMWATER DETENTION POND. ADJACENT PROPERTIES THIS PROPERTY IS BORDERED TO THE NORTH BY HANSEN ROAD; TO THE EAST BY GIANT FOOD GROCERY STORE OWNED BY RIVANNA RIDGE CHARLOTTESVILLE LLC; AND TO THE SOUTH AND WEST BY ROLKIN ROAD. SOILS THIS SITE CONTAINS THE FOLLOWING SOIL TYPES BASED ON NRCS SOIL MAPS FOR ALBEMARLE COUNTY VIRGINIA: 13E - CATOCTIN VERY STONY SILT LOAM 25-45% SLOPES 71B - RABUN CLAY LOAM 2-7% SLOPES 71C - RABUN CLAY LOAM 7-15% SLOPES 73D - RABUN VERY STONY CLAY LOAM 15-25% SLOPES 88 - UDORTHENTS, LOAMY 2-25% SLOPES OFFSITE AREAS: EXCESS MATERIAL SHALL BE HAULED TO A SITE WITH AN APPROVED EROSION AND SEDIMENT CONTROL PLAN. CONTRACTOR SHALL PROVIDE THE LOCATION OF AN APPROVED WASTE AREA AT THE TIME OF THE PRE -CONSTRUCTION MEETING THE LOCATION MUST BE INCLUDED IN THE ON-SITE SWPPP. CRITICAL AREAS THERE ARE NO CRITICAL EROSION AREAS ON THE SUBJECT PARCEL. EROSION( & SEDIMENT CONTROLS 1. CONSTRUCTION ENTRANCE: INSTALL AND MAINTAIN A CONSTRUCTION ENTRANCE, AS NECESSARY, THAT MEETS THE REQUIREMENTS OF STD. AND SPEC. 3.02 AND CONFORMS WITH THE REQUIREMENTS OF THE EROSION & SEDIMENT CONTROL PLAN. 2. SILT FENCE: INSTALL AND MAINTAIN SILT FENCE THAT MEETS THE REQUIIREMENTS OF STD. AND SPEC. 3.05. THIS SILT FENCE SHALL BE INSTALLED AS SHOWN ON THE EROSION & SEDIMENT CONTROL PLAN AND ACCOIMPANYING DETAILS FOR THE PURPOSE OF INTERCEPTING SILT -LADEN RUNOIFF BEFORE IT IS DISCHARGED FROM THE SITE. THE SILT FENCE SHALL BE INSPECTED AND MAINTAINED TO ENSURE CONTINUED PERFORMANCE. 3. TEMPORARY SEDIMENT TRAP: A TEMPORARY SEDIMENT TRAP SHALL BE INSTALLED PER THE EROSION AND SEDIMENT CONTROL PLAN FOR THE PURPOSE OF DETAINING SEDIMENT AND SILT WITHIN STORM WATER RUNOFF. THE TRAPS SHALL REMAIN IN PLACE UNTIL THE SITE IS STABILIZED UNLESS OTHERWISE NOTED ON THE PLAN. 4. TEMPORARY SEEDING: TEMPORARY SEEDING SHALL BE APPLIED TO ALL DENUDED AREAS WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY OR MAY INOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS. TEMPORARY SEEDING SHALL BE APPLIED IN CONFORMANCE WITH STD. AND SPEC. 3.31. 5. PERMANENT SEEDING: ALL DENUDED AREAS SHALL BE SEEDED IN CONFORMANCE WITH STD. AND SPEC. 3.32. PERMANENT SEEDING SHALL BE APPLIIED TO AREAS DELINEATED ON THESE PLANS WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. 6. DUST CONTROL: CONDUCT DUST CONTROL OPERATIONS NECESSARY TO MET THE REQUIREMENTS OF STD. & SPEC. 3.39 AS REQUIRED TO CONTROL SURFACE AND AIRBORNE MOVEMENT OF DUST. 7. INLET PROTECTION: A STONE WEIR SHALL BE INSTALLED AS A SEDIMENT FILTER LOCATED AT THE PROPOSED DROP INLET. REFER TO DETAILS ON SHEET C11. 8. TEMPORARY DIVERSION: TEMPORARY DIVERSION SHALL BE INSTALLED AS SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN AND DETAILS, THE DIVERSIONS SHALL BE INSTALLED PRIOR TO SIGNIFICANT LAND DISTURBING ACTIVITIES AND SHALL REMAIN IN PLACE UNTIL THE SITE IS STABILIZED UNLESS OTHERWISE NOTED ON THE PLAN. 9. SAFETY FENCE: A PROTECTIVE BARRIER INSTALLED TO PROHIBIT UNDESIRABLE USE OF AN EROSION CONTROL MEASURE. STD. AND SPEC, 3.01. MANAGEMENT STRATEGY AND SEQUENCE OF CONSTRUCTION THE FOLLOWING ARE THE PROPOSED MANAGEMENT STRATEGIES AND DETAILED SEQUENCE OF CONSTRUCTION: PHASE I 1. INSTALL CONSTRUCTION ENTRANCE. 2. CONSTRUCT THE SEDIMENT TRAPS, SAFETY FENCES, SILT FENCES, AND DIVERSIONS, CLOSE ASPHALT WALKING PATH TO PUBLIC. 3. INSTALL PIPES & MANHOLES 175-C1. 4. CONTACT THE ENGINEER AND ALBEMARLE COUNTY FOR INSPECTION AND APPROVAL OF ALL E&S CONTROL MEASURES. 5. UPON APPROVAL OF ALL E&S CONTROL MEASURES, BEGIN WHOLESALE CLEARING, GRADING AND STOCKPILING. 6. PROTECT SOIL STOCKPILES WITH SILT FENCING AND TEMPORARY SEEDING AS NECESSARY. 7. MAINTAIN ALL E&S CONTROL MEASURES. PHASE ;2 1. LAY (FOUNDATION FOR BUILDING W/ ASSOCIATED WATER AND SEWER LINE. CONSTRUCT RETAINING WALLS FOR FUTURE BUILDING LOCATION. 2. CONSTRUCT SITE IMPROVEMENTS AS SHOWN ON THE PLAN. 3. PLACE INLET PROTECTION ON ALL NEW INLETS IMMEDIATELY AFTER CONSTRUCTION. 4. STABILIZE ALL PARKING AREAS WITH STONE, EXCEPT THOSE IMPACTED BY THE SEDIMENT TRAP, 5. ESTABLISH AND MAINTAIN PERMANENT STABILIZATION FEATURES, WHICH INCLUDES THE ESTABLISHMENT OF A PERMANENT VEGETATIVE COVER OVER THE ENTIRE DISTURBED AREA. PHASE 3 1. REMOVE SEDIMENT TRAPS AND STABILIZE SLOPES WITH PERMANENT SEEDING. COMPLETE PARKING AREA WHERE TRAP IS BACKFILLED. 2. REPAIR ASPHALT WALKING PATH AS NEEDED. 3. FINISH INSTALLATION OF ALL STAIRS. 4. PAVE: ENTIRE TRAVELWAY FOR SITE. 5. FINISH INSTALLING PIPES THAT WERE UNDER SEDIMENT TRAP 1. 6. PROVIDE LOW MAINTENANCE GROUND COVER FOR ALL SLOPES GREATER THAN OR EQUAL TO 3.1. 7. UPON COMPLETION CALL FOR FINAL INSPECTIONS. STORMWATER MANAGEMENT: THE RUNOFF FOR THIS SITE IS CAPTURED AND PIPED TO A PREVIOUSLY APPROVED REGIONAL STORMWATER BASIN, COUNTY STORMWATER FACILITY ID 0440.01,. THE EXISTING FACILITY, APPROVED AS PART OF SDPOO-123, AND ITS SUBSEQUENT USE FOR STORMWATER MANAGEMENT IS GRANDFATHERED IN PER 9VAC25--870-48(A) FOR QUANTITY AND QUALITY. THE PRESUMED RUNOFF COEFFICIENT FOR THIS PARCEL WHEN THE BASIN WAS DESIGNED WAS 0.687, THIS SITE HAS A RUNOFF COEFFICIENT OF 0.583 AND IS THEREFORE IN COMPLIANCE WITH ORIGINAL DESIGN. CONSTRUCTION MAINTENANCE THE FOLLOWING CONSTRUCTION MAINTENANCE PRACTICES SHALL BE FOLLOWED AT THE SITE. 1. ALL E&S CONTROL MEASURES WILL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT RAIN EVENT. ALL DEFICIENCIES IDENTIFIED DURING THESE INSPECTIONS SHALL BE CORRECTED AS SOON AS PRACTICABLE. 2. THE SILT FENCE BARRIER SHALL BE REGULARLY CHECKED FOR UNDERMINING, DETERIORATION OR SIGNIFICANT EROSION. SEDIMENT SHALL BE REMOVED AFTER EACH STORM EVENT AND WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES HALF THE HEIGHT OF THE CONTROL. 3. THE CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL MAINTENANCE REQUIREMENTS SET FORTH IN THE CURRENT EDITION OF THE VIRGINIA SEDIMENT AND EROSION CONTROL MANUAL, OTHER APPLICABLE COMMONWEALTH OF VIRGINIA REGULATIONS AND THE PROJECT SPECIFICATIONS. 4. ALL SEEDED AREAS WILL BE REGULARLY CHECKED TO ENSURE THAT A GOOD STAND OF GRASS IS MAINTAINED. 5. AREAS WITH RIP -RAP SHOULD BE REGULARLY INSPECTED TO DETERMINE IF HIGH FLOWS HAVE DAMAGED THESE CONTROLS OR CAUSED EXCESSIVE SEDIMENT DEPOSITION. ALL AREAS SHALL BE MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF THIS E&S CONTROL PLAN. ENVIRONMENTAL CONTROLS 1. CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL ENVIRONMENTAL CONTROL MEASURES SO AS TO COMPLY WITH LOCAL ORDINANCES, STATE AND FEDERAL LAWS AND REGULATIONS APPLICABLE TO WATER POLLUTION IN WATERS OF THE STATE AND IN INTERSTATE WATERS. 2. CONTRACTOR SHALL MINIMIZE THE POTENTIAL FOR AIR POLLUTION BY USING EMISSION -CONTROL EQUIPMENT ON CONTRACTOR OPERATED EQUIPMENT, SHUTTING DOWN MOTORIZED EQUIPMENT WHEN NOT IN USE, AND ACTIVELY CONTROLLING DUST EMISSIONS THROUGHOUT THE PROJECT. EROSION & SEDIMENT CONTROL PERMITTING SHALL BE RESPONSIBLE FOR OBTAINING ALL LOC 1. CONTRACTOR H AL AND STATE EROSION AND SEDIMENT CONTROL PERMITS AND MAINTAINING ALL EROSION AND SEDIMENT CONTROLS IN ACCORDANCE WITH THE PERMIT REQUIREMENTS. GENERAL NOTES 1. THE INFORMATION AND DATA SHOWN OR INDICATED WITH RESPECT TO THE EXISTING UNDERGROUND UTILITIES AT OR CONTIGUOUS TO THE SITE ARE BASED ON INFORMATION AND DATA FURNISHED TO THE OWNER AND ENGINEER BY THE OWNERS OF SUCH UNDERGROUND FACILITIES OR OTHERS. THE OWNER OR ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION OR DATA. THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR CONFIRMING THE ACCURACY OF THE DATA, FOR LOCATING ALL UNDERGROUND UTILITIES, FOR COORDINATION OF THE WORK WITH OWINERS OF SUCH UNDERGROUND UTILITIES DURING CONSTRUCTION, FOR THE SAFETY AND PROTECTION THEREOF AND REPAIRING ANY DAMAGE THERETO RESULTING FROM THE WORK. ALL OF THESE CONDITIONS SHALL BE MET AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL CONTACT "MISS UTILITIES" OF VIRGINIA AT 1-800-552-7001 PRIOR 'TO THE START OF WORK. 2. WHEN WORKING ADJACENT TO EXISTING STRUCTURES, POLES, ETC., THE CONTRACTOR SHALL USE WHATEVER METHODS THAT ARE NECESSARY TO PROTECT STRUCTURES FROM DAMAGE. REPLACEMENT OF DAMAGED STRUCTURES SHALL BE AT THE CONTRACTOR'S EXPENSE: 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING SITE STRUCTURES FROM DAMAGE AND COORDINATING WORK SO THAT THE OWNER CAN MAKE NECESSARY ARRANGEMENTS TO MODIFY/PROTECT EXISTING STRUCTURES FROM DAMAGES.. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY OWNERS, ADJACENT LAND OWNERS WHOSE PROPERTY MAY BE IMPACTED AND THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO COMPLETING ANY OFF-SITE WORK. 5. CONTRACTOR SHALL NOTIFY AND COORDINATE ALL WORK INVOLVING EXISTING UTILITIES WITH UTILITY OWNERS, AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTION. 6. CONTRACTOR SHALL IMMEDIATELY REPORT ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONTRACT DOCUMENTS TO THE OWNER AND ENGINEER, 7. CONTRACTOR SHALL SUBMIT FOR THE APPROVAL OF THE OWNER SUBMITTALS OF ALL SPECIFIED MATERIALS LISTED iN THE PLANS, TO INCLUDE SHOP DRAWINGS, MANUFACTURER'S SPECIFICATIONS AND LABORATORY REPORTS. THE OWNER'S APPROVAL OF SUBMITTALS WILL BE GENERAL AND WILL NOT RELIEVE THE THE CONTRACTOR FROM THE RESPONSIBILITY OF ADHERENCE TO THI£ CONTRACT AND FOR ANY ERROR THAT MAY EXIST. 8. FIELD DENSITY TESTS SHALL BE PERFORMED AT A FREQUENCY OF ONE TEST PER LIFT PER 10,000 SQ FT OF MATERIAL PLACED AND COMPACTED TO WITHIN 95 (%) PERCENT OF STANDARD( PROCTOR USING A GRID PATTERN OF 100 FT PER LIFT/OR AS CERTIFIED BY' A LICENSED GEOTECHNICAL ENGINEER. EROSION & SEDIMENT CONTROL NOTES: 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE O SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS 'TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50,/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT BOLBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED (INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CfONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/1OOSF, ALTERNATIVE'S ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS, SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIIGHT 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. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-2076) MINIMUM STANDARDS (MS) All applicable Virginia Erosion and Sediment Control Regulations and Minimum Standards shall be adhered to during all phases of construction. These include, but are not limited to the following: 1. STABILIZATION OF DENUDED AREAS: Permanent or temporary soil stabilization shall be applied to bare areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade, but will remain dormant or undisturbed for longer than 14 days. Permanent stabilization shall be applied at areas that are to be left dormant for more than 1 year. 2. STABILIZATION OF SOIL STOCKPILES: During construction of the project, soil stockpiles shall be stabilized or protected with sediment trapping measures. The applicant is responsible for temporary protection and permanent stabilization of all soil stockpiles on site as well as soil intentionally transported from the project site. 3. PERMANENT VEGETATIVE COVER A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover is achieve that, in the opinion of the county Inspector, is uniform and mature enough to survive to inhibit erosion. 4. TIMING & STABILIZATION OF SILT TRAPPING MEASURES: Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land disturbing activity and shall be made functional before upslope land disturbance takes place. 5. STABILIZATION OF EARTHEN STRUCTURES: Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. 6. SEDIMENT TRAPS AND BASINS: A sediment basin shall control surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres. The sediment basin shall be designed and constructed to accommodate the anticipated sediment loading for the land disturbing activity. The outfall device or system device shall take into account the total drainage area flowing through the disturbed area to be served by the basin. 7. CUT AND FILL SLOPES: Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem is corrected. & CONCENTRATED RUN-OFF DOWN CUT OR FILL SLOPES: Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary or permanent channel, flume, or slope drain structure. 9. WATER SEEPS FROM A SLOPE FACE: Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. 1 O. STORM SEWER INLET PROTECTION: All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. 11. STABILIZATION OF OUTLETS: Before newly constructed stormwater conveyance channels are made operational, adequate outlet protection and any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving channel. 12. WORK INLIVE WATERCOURSES: When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if armored by nonerodible cover materials. 13. CROSSING A LIVE WATERCOURSE: When a live watercourse must be crossed by construction vehicles more than twice in any six month period, a temporary stream crossing constructed of nonerodible materials shall be provided. '14. APPLICABLE REGULATIONS: All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met. 15. STABILIZATION OF BED AND BANKS The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse is completed. 16. UNDERGROUND UTILITIES: Underground utilities shall be installed in accordance with the following standards in addition to other criteria: a.No more than 500 linear feet of trench may be opened at one time. b.Excavated material shall be placed on the uphill side of trenches c. Effluent for dewatering operations shall be filtered or passed through approved sediment trapping device, or both, and discharged in a manner that does not adversely affect flowing streams or offsite property. d.Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote stabilization. e.Restabilization shall be accomplished in accordance with these regulations. f. Applicable safety regulations shall be complied with. 17. CONSTRUCTION ACCESS ROUTES: Where construction vehicle access routes intersect paved public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto paved surfaces. Where sediment is transported on to a public road surface, the road shall be cleaned thoroughly at the end of each day, Sediment shall be removed by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual lots as well as to larger land disturbing activities. 18. TEMPORARY E&S CONTROL MEASURE REMOVAL: All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after temporary measures are no longer needed, unless otherwise 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 further erosion and sediment. 19. ADEQUACY OF RECEIVING CHANNELS: Properties and waterways downstream from the development site shall be protected from sediment deposition, erosion and damage, due to increases in volume, velocity and peak flow rates of stormwater runoff for the stated frequency storm of 24-hour duration. U 11U,ST� M. 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I � \ - __ _ ,__ _119R , - � - 2 i i � �� \ __ --- - R ---TBR----,-- TBR - ____ _ _____________- �____________ _ -,-,--- TBR ,,",-_ ------ , '/// / I 1 1 �; �� '­___ -------- --- __ ____________�__ _11- ___ _ 1500 ____ _______ ---------- ­___ ------ __ - __ ____ A,gb .",�� < I ! I �1 1� -------- - - ____ ____ .-,-- _1 -----------.--- 5oil Divide- Nj Sm AM 5=1 91, 0 :I . I - _­ - ___ . i 1 1 1 IMITS OF FIELD SURVEYED TOPOGRAPHY > I i . 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TITHE KEY W 3.01 SAFETY FENCE A Za � 3,02 CONSTRUCTION ENTRANCE IMITS OF FIELD SURVEYED TOPOGRAPHY z h " 3.05 SILT FENCE SF rr ,i " N 3.07 INLET PROTECTION IP ; 3.09 TEMPORARY DIVERSION DIKE DD W (N, 3.0" '1 f i > j I O' 3 1 552 .8� r _ :n J t r,, I � i- �' 1`.`1 3.13 TEMPORARY SEDIMENT TRAP ST a (n W };► ' _ @ = J , C > 3.31 TEMPORARY SEEDING < a 3.32 PERMANENT SEEDING PS 78-7381 -+- ETAINING WALL MAX. HEIGHT 6', r s ` MANAGED SLOPES AREA v ROAD PROFESSIONAL ,r �� �° 3.35 MULCH MU TER LLC ET AL. ,x ` �f f '�"' 3.38 TREE PROTECTION FENCING TP 3�:�02 PG 527 °' '� CANNED DEVELOPMENT f{ ` T C' ED COMMERCIAL= C3 3,39 DUST CONTROL DC i k � ° y JUST M. SHIMP ® ® LIMITS OF DISTURBANCE e, x. GiontPntps-1-6ME' V Lir .4 183 X. WATERLINE TO BE RELOCATED' '° I fill BENEATH FINAL GRADER"(} raw,�..\ V-t{���I, sJ 9r' � s � I ; #° ;� - ` , ND OF SURVEYED WATER LINE - a 12 , 520 1. I , N i' : I � 78-73A1 /�L TRAN'RM y RIVANNA RIDGE CHARLOTTESVILLE - �-�I ,�'J� Oi•C� '� ,�„r i ,,n'/ _ / 1 '' ,/ 1 10 ACRES -- x - - ri. S " I �: : : f •..,..,,,,,,. a, . , ;' i I ! t { 1 ''t ft© �� D B 1485 406 ,t ZONING: P ; � �*�y `—� -- OC, `� .5 a ,A01 �� „ G• PLANNED [�EVELO HENT- _ _ � J ,' - ��. ; ;, �.� � MIXED COMMERCIAL ---- 80(l fi ,�"' 9 •..r" �,. }`'� . J? , i a J q; r' , R� '"' C (�y+-_� � / � 'S 4 ; � /�- _-rt�� • (/,,,;- i , N tF] O CU EX 14, r SEE tr } 3 + P1 F6 v .�` u "ti"f ��- - / f l ._. y,,:. «' Q- r .. - :?�<. s,;:�££" , h'W ;t`' _ /� i C E ,.. of ,, u' ',` �'} .... i - zr ,,. "' ' h a � "` I .: r _ ' ! ,„„ ,-..,, �!J .. a-,z,c,..x „'�,'ih ' e_t;.+i� % � O O O O : F _ // n e, h/ �J ! . 1 I V� e. i �„ .......,, ; `'t RS,x.w.,_.w ti �,fS, � w�, �i , ,. ,: � �i ,� ., ,r_, -_ -rf / t � �% , � �.. amu ,,......., ta%5. � / n r.^,. ., iil. -s-. II) 4? N N - / x e • r x ” X. 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TI TLE KEY 0 w z 30 0 30 60 90 i File No. SCALE: 1 30' 16.025 30 0 30 60 90 SCAI E: 1 30' 550 545 540 535 530 525 520 515 510 r,nr, �+50 10+00 10+50 11+00 iC9 Al-A3 STCRMPIPE PROFILE ver I *_1 o' --------- -- HORZ 1"=40' 550 545 540 535 530 525 520 515 510 11+5ri 1+55 11+00 11+50 12+00 530 525 520 515 510 505 500 495 490 12+50$5 535 530 525 520 515 510 505 500 495 490 485 A Qn �9+50 10+00 10+50 11+00 C1-C4 STORM -PIPE PROFILE C9 VERT 1 9=102 HORZ 1 "=40' VERT 1'=10' HORZ 1 "=401 11+50 r% VERT 1"- 10' HORZ 1"=40' 535 530 525 520 515 510 505 500 495 490 485 NOTE: CONCRETE INLET SHAPING (IS -1) SHALL BE PROVIDED IN DRAINAGE STRUCTURE W/ 4' OR GREATER DROP �vVERT 1'=10' HORZ 1 "=40' F5 nlX2 CVERT 1'=10' HORZ 1°=40' LD -204 Stormwater Inlet Computations Inlets on Grade Only Sag Inlets Only Z Q. 7 Q Q q1 C-) .�. E C N L U� L N O _ t[i z GFI Q p U) L X Li U X ll - N 3 Z3 CL VJ ❑ U (A f O @ � U Qi iJ U) V ❑ S -:N d = 73 U LJ ui L O 1 2 1 3 "tot Tot 10 11 12 13 14 15 16 17 18 19 20 mo 22 1 r t i' (ac) (in/hr) (cfs) (cfs) (cfs) 5867 (ftl ft) (ftl ft) { ft/ ft) (ft) (ft) (cfs) (cfs) (ft) (ft) C1 -X6 (ft) 14138 4373 0.49 0.32 E1 -Cl X1 7269 587 0.35 0.17 xi -c1 X2 0.90 1.25 X2 -F5 A2 DI -3C 6 0.41 0.77 0.32 7.1 2.25 - 2.25 0.015 0.01 0-023 - 0.56 0.60 0.08 0.22 X4 -X3 X5 -X4 MA 0.22 0.5 0.44 9.49 X3A-X3 0.32 4.0 1.27 - 1.27 0.015 - 0.15 0.5 0.3 6.48 A3 DI -36 10 0.27 0.69 0.19 7.1 1.34 - 1.34 0.015 0.017 0.016 - 0.15 0.5 0.3 9.39 0.19 4.0 0.76 - 0.76 0.015 - 0.1 0.5 0.2 #' B3 DI -3C 6 it 0.65 - i 0.015 0.08 0.030 - 0.13 0.5 0.26 4.35 0.09 4.0 0.36 - 0.36 0.015 - 0.09 0.51 0.18 2.93 C6 DI -313 6 0.14 0-82 0-11 7-1 0.80 - 0.80 0.015 0.012 0.038 - 0.11 0.51 0.22 2.88 0.11 4.0 0.45 - 0.45 0.015 - 0-08 Q.5 0.16 1.96 C5 D1-313 12 0.28 0.80 0-22 7.1 1.58 - 1.58 0.015 0.01 0.040 - 5.40 0.22 100.0% 1.58 0.00 0.22 4.0 0.89 - 0.89 0.015 - 4.37 0.17 100.0% 0.89 0.00 C4 DI -313 6 0.18 0.84 0.15 7.1 1.10 - 1.10 0.015 0.01 0.040 - 0.14 0.5 0.28 3.39 0.15 4.0 0.62 - 0.62 0.015 - 0.09 0.5 0-18 2.31 C3 DI -3B 12 0.08 0.73 0.06 7.1 0.42 - 0.42 0.015 0.1 0.010 - 5.09 0.05 46.29% 0.19 0.23 0.06 4.0 0.23 - 0.23 0.015 - 4.06 0.04 57.2% 0.13 0.10 D2 DI -36 10 0.15 0.90 0.13 7.1 0.93 - 0.93 0.015 0.04 0.010 - 8.14 0.08 88.7% 0.83 0.10 0.13 4.0 0.53 - 0.53 0.015 - 6.59 0.07 10M% 0.53 0.00 r 1 ` i 8 $Rb 1.86 • t• os a• a:. « 0.24 0.5 0.48 8.38 0.26 4.0 1.05 0.10 1.15 0.015 - 8 0.5 4 i i i 'i 20 �# 1 i tib O 8�` r 8 � i... 6.14 0.12 • 1.85 i� 0.26 4.0 1.04 - 1.04 0.015 - 4.94 0.10 100.0% 1.04 0.00 Al DI -313 20 0.28 0.59 0.17 7.1 1.17 0.01 1-18 0.015 0.071 0.020 - 5.18 0.10 100.0% 1.18 0.00 0.17 4.0 1 0.66 - 0.66 0.015 IM - 4.17 0.08 100.0% 0.66 0.00 Imam C1 DI -2C 6 0.51 0-54 0.27 7.1 1.94 0.17 1 2.11 0.015 0.022 0-020 - 0-16 0.5 0.32 5.93 0.27 4.0 1.10 0.00 1.10 0.015 - 0.13 0.5 1 i .t • i Y, 10 Y! i • 6l d 1 A •• rD f r .b 9 8 i i 0.16 4.0 0.63 0.63 0.015 - 4.87 0.10 100.0% 0.63 0.00 ME s, r � � i #m x« � #' #i *« r r • r ## 8 ----------------- MMMMMM =M1MM1=MK== i r E r mom M BE= i, i. s me=r s Bi a $ # # $� i 114• / B « 0 �s i « • # � # �' 530 525 520 515 510 505 500 495 490 12+50$5 535 530 525 520 515 510 505 500 495 490 485 A Qn �9+50 10+00 10+50 11+00 C1-C4 STORM -PIPE PROFILE C9 VERT 1 9=102 HORZ 1 "=40' VERT 1'=10' HORZ 1 "=401 11+50 r% VERT 1"- 10' HORZ 1"=40' 535 530 525 520 515 510 505 500 495 490 485 NOTE: CONCRETE INLET SHAPING (IS -1) SHALL BE PROVIDED IN DRAINAGE STRUCTURE W/ 4' OR GREATER DROP �vVERT 1'=10' HORZ 1 "=40' F5 nlX2 CVERT 1'=10' HORZ 1°=40' LD -204 Stormwater Inlet Computations Inlets on Grade Only Sag Inlets Only Z Q. 7 Q Q q1 C-) .�. E C N L U� L N O _ t[i z GFI Q p U) L X Li U X ll - N 3 Z3 CL VJ ❑ U (A f O @ � U Qi iJ U) V ❑ S -:N d = 73 U LJ ui L O 1 2 1 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 9106 (ft) (ac) (in/hr) (cfs) (cfs) (cfs) 5867 (ftl ft) (ftl ft) { ft/ ft) (ft) (ft) C1 (cfs) (cfs) (ft) (ft) C1 -X6 (ft) 14138 4373 0.49 0.32 E1 -Cl X1 7269 587 0.35 0.17 xi -c1 X2 0.90 1.25 X2 -F5 A2 DI -3C 6 0.41 0.77 0.32 7.1 2.25 - 2.25 0.015 0.01 0-023 - 0.56 0.60 0.08 0.22 X4 -X3 X5 -X4 MA 0.22 0.5 0.44 9.49 X3A-X3 0.32 4.0 1.27 - 1.27 0.015 - 0.15 0.5 0.3 6.48 A3 DI -36 10 0.27 0.69 0.19 7.1 1.34 - 1.34 0.015 0.017 0.016 - 0.15 0.5 0.3 9.39 0.19 4.0 0.76 - 0.76 0.015 - 0.1 0.5 0.2 6.44 B3 DI -3C 6 0.12 0.77 0.09 7.1 0.65 - 0.65 0.015 0.08 0.030 - 0.13 0.5 0.26 4.35 0.09 4.0 0.36 - 0.36 0.015 - 0.09 0.51 0.18 2.93 C6 DI -313 6 0.14 0-82 0-11 7-1 0.80 - 0.80 0.015 0.012 0.038 - 0.11 0.51 0.22 2.88 0.11 4.0 0.45 - 0.45 0.015 - 0-08 Q.5 0.16 1.96 C5 D1-313 12 0.28 0.80 0-22 7.1 1.58 - 1.58 0.015 0.01 0.040 - 5.40 0.22 100.0% 1.58 0.00 0.22 4.0 0.89 - 0.89 0.015 - 4.37 0.17 100.0% 0.89 0.00 C4 DI -313 6 0.18 0.84 0.15 7.1 1.10 - 1.10 0.015 0.01 0.040 - 0.14 0.5 0.28 3.39 0.15 4.0 0.62 - 0.62 0.015 - 0.09 0.5 0-18 2.31 C3 DI -3B 12 0.08 0.73 0.06 7.1 0.42 - 0.42 0.015 0.1 0.010 - 5.09 0.05 46.29% 0.19 0.23 0.06 4.0 0.23 - 0.23 0.015 - 4.06 0.04 57.2% 0.13 0.10 D2 DI -36 10 0.15 0.90 0.13 7.1 0.93 - 0.93 0.015 0.04 0.010 - 8.14 0.08 88.7% 0.83 0.10 0.13 4.0 0.53 - 0.53 0.015 - 6.59 0.07 10M% 0.53 0.00 E3 DI -3C 8 0.32 0.82 0.26 7.1 1.86 0.23 2.09 0.015 0.01 0.028 - 0.24 0.5 0.48 8.38 0.26 4.0 1.05 0.10 1.15 0.015 - 0-16 0.5 0.32 5.62 AB1 DI -313 20 0.45 0.58 0.26 7.1 1.85 - 1.85 0.015 0.071 0.020 - 6.14 0.12 99.7% 1.85 0.01 0.26 4.0 1.04 - 1.04 0.015 - 4.94 0.10 100.0% 1.04 0.00 Al DI -313 20 0.28 0.59 0.17 7.1 1.17 0.01 1-18 0.015 0.071 0.020 - 5.18 0.10 100.0% 1.18 0.00 0.17 4.0 1 0.66 - 0.66 0.015 - 4.17 0.08 100.0% 0.66 0.00 C1 DI -2C 6 0.51 0-54 0.27 7.1 1.94 0.17 1 2.11 0.015 0.022 0-020 - 0-16 0.5 0.32 5.93 0.27 4.0 1.10 0.00 1.10 0.015 - 0.13 0.5 0.26 3.2 El DI -36 10 0.32 0.49 0.16 7.1 1.12 1.12 0.015 0.028 0.020 - 6.04 0.12 93.81% 1.05 0.07 0.16 4.0 0.63 0.63 0.015 - 4.87 0.10 100.0% 0.63 0.00 !Mrd LMIIAM4112-iPJMfYI S1_JSS 550 545 z. 540 535 530 525 520 91+015 Area Name Area (sq ft) Impervious C A Pipe Section A2 A3 18012 11895 13973 7784 0.77 0.69 0.41 0.27 A2 -A1 A3 -A2 B3 C6 5156 6054 4019 5200 0.77 0.82 0-12 0.14 133-132 C6-05 C5 C4 12078 8041 10101 7223 0.80 0.84 0.28 0.18 C5 -C4 C4 -C3 C3 D2 3514 6362 2502 6362 0.73 0.90 0.08 0.15 C3 -C2 D2 -D1 E3 14022 12059 0.82 0.32 E3 -E2 A131 19539 9106 0.58 0.45 A131 -A1 Al 12227 5867 0.59 0.28 Al -X5 C1 22038 8863 0.54 0.51 C1 -X6 El 14138 4373 0.49 0.32 E1 -Cl X1 7269 587 0.35 0.17 xi -c1 X2 0.90 1.25 X2 -F5 X3 39760 20294 0.61 0.91 X3 -El X4 X5 3554 9700 1524 4787 0.56 0.60 0.08 0.22 X4 -X3 X5 -X4 MA 6746 4042 0.66 0.15 X3A-X3 'G r� I U JO ,M. SHIMP a Ll c/! 1151, Yd ' V I 810 545 540 535 530 525 520 515 510 505 509+50 gem 10+00 10+50 11+00 11+50 545 540 535 530 525 520 X515 510 505 12+000 550 545 540 535 530 525 520 515 12+(Z 540 535 530 525 520 515 510 10+00 10+50 540 535 530 525 520 515 510 2 SX2--13UILDING SANITARY LATERAL PROFILE C11 VERT 1'=10' - HORZ 1`00' 550 545 540 535 530 525 9+50 10+00 10+50 1• 1 11+00 11+50 550 545 540 535 530 525 12+00 ORIGINAL GROUND ELEV. EL=A Area 2 1.0" I �T H DRY STORAGE D2 r? 67 CU. YD./ACRE ' EL=B Area 1 WET STORAGE 67 CU. YD./ACRE V<_" FILTER CLOTH ORIGINAL (EXCAVATED) GROUND EL=C ELEV. *SEE PLATE 3.13-1 COARSE AGGREGATE CLASS I RIPRAP CROSS SECTION OF OUTLET CLASS I RIPRAP 1 ,-- LENGTH=6' DIVERSION DIKE COARSE AGGREGATE / r EXCAVATED AREA FILTER CLOTH **COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 OUTLET (PERSPECTIVE VIEW) Sediment Trap Design Data DA Wet Weir DA Wet D1 Wet Vol. Dry D2 Dry Vol. No. A B C H (ft) Z (ft.) Length (Acs) (Acs,) Vol. (Req .) (ft.) Cy (Prov.) Vol. (Req.) . (ft) Cy (Prov.) 1 502 504 506 1.0 3 13 2.2 147.4 2 149 147.4 2 212 515 510 505 500 495 490 489+50 5 TEMPORARY SEDIMENT TRAP DETAIL (ST1) C11 fWt—to Scale -- - Excavated Drop Inlet Sediment Trap Design Data DA Wet D1 Wet Vol. Dry D2 Dry Vol. No. A B 0 (Acs.) Vol. (Req.) (ft. } Cy (Prov.) Vol. (Req.) {ft.) Cy (Prov.) 1 498 496 493.0 2.2 149 3 159 149 2.0 155 EXCAVATED DROP INET SEDIMENT TRAP FLOW FLOW /s,r,I� FLOW FLOW 10+00 10+50 11+00 s DROP INLET SEDIMENT TRAP (ST2) C11 1 "=10' VERT. 1 *=30' HORZ. 515 510 505 500 495 490 11 +5G- ITIf UIUs�' . SHIMP ✓ic.. o.45183 e, ! `-CONAL 0 2 PERMANENT SEEDING SPECIFICATIONS o February 16 through April 30: TABLE 3.31-C 1992 Fescue — 128 lbs/acre; Red Top Grass — 2 lbs/acre; Z Kentucky 31 Fe, TEMPORARY SEEDING PLANT NIATERIALS, SEEDING RATFS, AND DATES Fr Annual Rye — 20 lbs/acre. Add 20 lbs/acre Indian grass when slopes W are greater than 3: 1. SEEDING RATE NORTH, SOUTTP TABLE 3.35-A Z PLANT 181 311 8JI5 211, li, 911 CHARACTERISTICS May 1 through August 15: SPECIES Acre low tl� to to I. 1. 4 Z 1 4 0 8115 1111 4l30 911 IIfI5 ORGANIC MULCH NlL4,TERLkLS AND APPLICATION RATE S 1111111102 W Kentucky 31 Fescue — 128 lbs/acre; Red Top Gross — 2 lbs/acre; — Foxtail Millet — 20 lbs/acre. Add 20 lbs/acre Indian gross when slopes OAT$ 3 bu. (up to 100 fbs-, 2 lbs, X X Uso spring vad�fi. (�.g_ N("e), 0 N EL (2,MA or than 50 lbs.) RATES: Z 2 are greater than 3: 1. RYE' Zb.(uptollolbs., 2.51bs. X X Use for laL- fall seedings. wint�r 0 not lo�� th- 50 lbs�) co, T.1­1- cold low MULCHES: Per Acre Tper _I000 sq. ft. NOTES: August 16 through October 31: 1+ GERMAN MILLET 50 lb�. I 1b. X - X - watta'seoson annual. Di. at rml 0 Z Kentucky 31 Fescue — 128 lbs/acre; Red Top Grass — 2 lbs/acre; fr-L My bc addra to ruraner Straw or Hay V -i - 2 tons 70 - 90 lbs- Free from weeds and coarse Annual Rye bs/acre. Add 20 lbs/acre Indian grass on slopes (Sgaria II;dLW tnixM Must be anchored. F — 20 1 (Minimum 2 matter. V) ANNUAL RYEGRASS' 60 lbs- Ph lbs• X X May be added in mi%- Will tons for Spread with mulch blower D greater than 3: 1. rnowo.t.froo�tuin&. 4 _Q4 L-_ _M_W_ft_ff2W1Q) Mnter cover) or by hand. 5',� ozs. X X Wartn­�__. perennial. May WEEPING 15 lb,� LOVEGRASS hu -h. Tolerates hot, dry drp� (Lrajrostis curv.la and acid, infrlill, sails. May be November 1 through February 15: Do not use as mulch for Fiber Mulch \Iinimurn 35 1b& Kentucky 31 Fescue — 128 lbs/acre; Red Top Gross 2 lbs/acre; Winter ddd to rrax�� 1500 lbs. wintercover or during hot, X X Warm KOREAN Pprvx. X X artnual legume. N Rye 20 lbs/acre. Add 20 lbs/acre Indian gross on slopes greater dry periods.* Apply a—s "ZA' Tolerates add A]s. May IV LESPEDE lb.,. slurry. than 3. Q&Tnkem giRmum-i wMed to mixes. W MULCHING SPECIFICATIONS: a Northern Piedmont and Mountain region, See Plates 3,22-1 and 3.22-2. Corn Stalks 4 - 6 tons 185 - 275 lbs. Cut or shredded in 4-6" > b lengths, -Air-dried. Do not Straw or hay at a rate of 2 tons/acre. Must be anchored. Spread with Southerof Piedmont and Coastal Plain. Li mulch blower or b hand. c May be used as a cover crop with spring seeding. use in fine. turf area -s- Apply -I y d May be used as a cover crop with fall seeding. with mulch blower or by S�b I _j X May be planted between these dates. :11 0 �; LIME AND FERTILIZER SPECIFICATIONS: May not be planted between these dates. hand- 1: V) W Lime and fertilizer needs should be determined by soil tests. Soil tests NVood Chips 4 - 6 tons 185 - 275 lbs. Free of coarse matter. Air - may be preformed by the Cooperative Extension Service Soil Testing dried. Treat with 12 lbs < 0 Laboratory at VPI&SU, or by a reputable commercial laboratory. nitrogen per ton. Do not W _j PERSPECTIVE VIEW C� Information concerning the State Soil Testing Laboratory is available from use in fine turf areas. Apply < CITY Extension Agents. Under unusual conditions where it is not possible with mulch blower, chit, wing soil amendments will be applied: to obtain a soil test, the folio r4N�TEMPORARY SEEDING TS handler, handler, or by hand. n 'r Scale Bark Chips 50 - 70 cu. 1-2 cu. yds. Free of coarse matter. Air- ­11*,1 �11_ ir"a --k-T6 For Permanent Seeding: Seeded areas shall be limed at a rate of 2 tons per acre, and fertilized at a rate of 1,000 lbs. per acre of 10-20-10 (10 �C`12JN or yds. dded, Do not, usc in fine lbs. per 1,000 square feet) or equivalent. turf areas. Apply with For Temporary Seeding: Seeded areas shall be limed at a rate of 2 tons S Bark mulch blower, chip haridler, per acre, and fertilized at a rate of 600 lbs. per acre of 10-20-10 (10 or by hand. H lbs. per 1,000 square feet) or equivalent. SILT F1_VL_jTNL/_-7_Vrj' DROP INLET When fiber mulch is the onty available mulch, during penods when str"INN, ould be used, apply at a minimum rate of"42.000 ]hs ac_ or 45 lbs./1000 sq. ft. PR 0 T FC T1 0 N PERMANENT SEEDING (PS) U JUSTIN, M. SHIMP C1 2 Not To Scale 2 X 4' WOOD FRAME Ld c N 4 IF)3 DROP INLET WITH GRATE11 rd Ill II;I oil Source: Va. DSWC X, T Luij WIRE FRAME N: !:I FABRIC 'YS"ONAL 1.5' MAX, rf'�MULCHING (MU) POLYETWLENE E POST FABRIC IM Nl I;; I —10, mm. W2)Nat To Scale (ATTACH TO Ill: POSTS TVA MI 0_�Iij UNE TABLE 3.39-A Z 6' MAX. METAL TIE WIRES.) !- CONCRETE I---- CONVENTIONAL BRACING FOOTING ADHESIVES USED FOR DUST CONTROL 3' MIN. MIN. METAL (STS (U) PO Water Application PERSPECTIVE VIEW PERSPECTIVE VIEW Dilution Type. of Rate GATHER GRAVEL CURB INLET SEDIMENT EXCESS PLASTIC FENCE METAL FENCE Adhesive (Adhesive: Water) Nozzle Gallons/Acre AT CORNERS -7 A/ ------ SIL rip hL, R ri_F'�SAFEEFY FENCE (SAF) PERSPECTIVE VIEWS Anionic '12 Not To Scale E E E E Asphalt Emulsion 7:1 Coarse Spray 1,200 F E E E 0 0 0 0 Latex Emulsion 12.5:1 Fine Spray 235 STAKE r 4:1 1ENCING AND ARS' G., Resin in Water Fine Spray 300 FABRIC Acrylic Emulsion (Non -Traffic) 7:1 Coarse Spray 450 1' MIN, Acrylic Emulsion 00 Co cc 00 N (Traffic) 3,5:1 Coarse Spray 350 to Lo -4- ff-) C`4 CJ ELEVATION OF STAKE AND C1 12" DUST CONTROL (DC) FABRIC ORIENTATION DETAIL A GRAVEL FILTER gat -- r2 RUNOFF WATER IRE MESH Not To Scale U1 2 V FILTERED WATER > — V DROP INLET PROTECTION (P) I Ire To Scale �C`12Not CONSTRUCTION OF A SILT FENCE ow (WITH WIRE SUPPORT) SEDIMENT A 4 2. STAPLE WIRE FENCING TO THE POSTS. WO 1. SET POSTS AND EXCAVATE A 4'X4" V�F, --/ 911SMIRD F1 AS-,F111ALT TOP CONCRETE GU7rE-R TRENCH UPSLOPE ALONG THE LINE pCIRD OF POSTS. CURB INLET PANT'VF11111 Pu4sri U • SPECIFIC APPLICATION CORRECT METHODS OF TREE FENCING' DASL THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED PROFILE AREAS. :>< A, 7 GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. < _11'."', Jill YC MIN, 0 NE —"N\INLET PROTECTION (P) �v A(�CESS %,V AS H k AIG < r8 Q, b �--u 'l-r&N- ILQp- jrr,�,J ir Not To Scale .... ••. . . . . . . . . 2.% �o FLOW 27. 1,1 N V_ 4 j 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE 10 CORRECT TRUNK ARMORING FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. L %1113-7 EXTHJJ;_'� FUL_ 4110--1 G -9 1 V E'N,", A OF 1W;RE,_SS A,,N�D ECCE -SS TFRAPF�Ncl_ Fj1­""�V1('1­ TRI ANGLL.AR ROARD FENCE J PLA A 5.0' (MIN. } 0 U. ri 1"TREE PROTECTION FENCING (TP) 1.25' N Scale Z C1 2 �Nat To e PIPE OUTLET TO WELL TO jli�,'A` PING DEFINED CHANNEL LU PLAN VIEW E A^ K TEMPORARY DIVERSION DI LU Jill FLOW SECTION A -A Compacted Soil J If" 4% < A 11till1inintil Nvatertap of I filcil hilt tie instafted 4NAttl a I 1.),Iflcock 18" min. 6" EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. sllutoff vall-e a 11vasli ho.w, x�vitli a diameter of 1 5 Itic-fies for ade(juate —Flow > I A be called away fil,oill the entiance to '111 im, SECTION A -A _T Date approved settliII-atea to reillove se(litillent. AR qedfinetitsliall be pi-evented fkoln FILTER CLOTH KEY IN 6"-9": RECOMMENDED FOR ENTIRE PERIMETER FILTER FABRIC - - - ----------- ell[efillIf � 7_ =�1111 1 111111 Jill I ��==Jjjjj I 401111 (It',- s NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION 02/22/18 BASKET, OR CONCRETE. Scale 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED 4.5' min, PAVED WASH RACK USING PLATES 3.18-3 AND 3.18-4. WIRE PI 0 E 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. Sheet No. L -"%W pop OWNSSEEDING R N, SPECIES !I— t'411 12V TEMPORARY DIVERSION DIKE (DD)----- C12 PAVED E (CE) 0 ON (OP Scale OF 12 3 SILT FE r6 ED CONSTRUCTION ENTRANCE OUTLET PROTECTION N, C1 2 Not T6 NCE (SF) 1� C1 Not To Scale C12 Not To Scale C1 2j Not to Scale 16.025