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Home My WebLink About34-22 Site PlanCOPYRIGHT HELD BY VALLEY ENGINEERING, PLC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT FROM VALLEY ENGINEERING, PLC. 4901 CROWE DRIVE MOUNT CRAWFORD, VIRGINIA 22841 TELEPHONE (540) 434-6365 OR (800) 343-6365 FAX (540) 432-0685 www.valleyesp.com TFC POULTRY NORTH KENT STREET WINCHESTER, VA SHEET NO.: EXP./CLIENT No.: 12504-8 PROJECT No.: 12504-8 DATE: 05/19/2022 SCALE: C0.01 REVISIONS: 6/13/2022 - COUNTY COMMENTS --- AS SHOWN TFC POULTRY STONEWALL MAGISTERIAL DISTRICT NORTH KENT STREET, WINCHESTER, VIRGINIA (SP #34-22 (PREVIOUS PLAN #'S 17-02, 43-09, & 22-11)) PROPOSED SEWER LINE PROPOSED WATER LINE 1400 PROPOSED CONTOURS EXISTING CONTOURS PROPOSED SANITARY MANHOLE STANDARD PROJECT LEGEND: EXISTING SANITARY MANHOLE ABBREVIATIONS: EXISTING CURB & GUTTER PROPOSED STORM SEWER EXISTING STORM SEWER PROPOSED OVERHEAD TELEPHONE PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED WATER GATE VALVE REVERSE CURB & GUTTER EXISTING WATER GATE VALVE PROPOSED CURB & GUTTER BENCHMARK UTILITY POLE NOTE: 1. ANY SYMBOL NOT CALLED OUT IN LEGEND WILL BE LABELED ON PLAN. 2. NOT ALL SYMBOLS IN LEGEND APPLY TO THIS PLAN. 3. AN "X" IN FRONT OF ANY UTILITY LINE TYPE INDICATES EXISTING. 4. NUMBERS ON A UTILITY LINE INDICATES LINE SIZE. B/W BOTTOM OF WALL BFF BASEMENT FINISH FLOOR BM BENCHMARK C-C CENTER TO CENTER CG CURB & GUTTER CL CENTER LINE CMP CORRUGATED METAL PIPE CO CLEAN OUT CONC CONCRETE DI DUCTILE IRON PIPE Δ DELTA ESMT EASEMENT EP EDGE OF PAVEMENT ELEV ELEVATION EW ENDWALL EX EXISTING FCR FOOT CANDLE RADIUS FDC FIRE DEPARTMENT CONNECTION FES FLARED END SECTION FF FINISH FLOOR FH FIRE HYDRANT FM FORCE MAIN H HEIGHT HDPE HIGH-DENSITY POLYETHYLENE INV INVERT L LENGTH LF LINEAR FEET MH MANHOLE NTS NOT TO SCALE N/F NOW OR FORMERLY O-C ON CENTER PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE PI POINT OF INTERSECTION PL PROPERTY LINE PRC POINT OF REVERSE CURVE PROP PROPOSED PT POINT OF TANGENCY PVC POINT OF VERTICAL CURVATURE PVI POINT OF VERTICAL INTERSECTION PVMT PAVEMENT PVT POINT OF VERTICAL TANGENT R RADIUS R/W RIGHT-OF-WAY RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN ROW RIGHT-OF-WAY S/S SPOT SHOT SCH SCHEDULE SEW SANITARY SEWER SS SANITARY SEWER STA STATION STD STANDARD STR STRUCTURE SWM STORMWATER MANAGEMENT TBM TEMPORARY BENCH MARK TYP TYPICAL T/C TOP OF CURB T/G TOP OF GRADE / SIDEWALK T/P TOP OF PAVEMENT T/W TOP OF WALL WM WATER MAIN W/WITH PLANS PREPARED BY: VALLEY ENGINEERING, PLC CONTACT: RYAN BOSHART, P.E. 4901 CROWE DRIVE MOUNT CRAWFORD, VIRGINIA 22841 TELEPHONE (540) 434-6365 OR (800) 343-6365 FAX (540) 432-0685 www.valleyesp.com DEVELOPER: TFC POULTRY CONTACT: DARRIN FROEMMING 103 MELBY AVENUE ASHBY, MINNESOTA 56309 TELEPHONE: (320) 808-7787 WATER METER AIR RELEASE VALVE SANITARY SEWER CLEANOUT TEE WATER MAIN REDUCER SIGN WATER MAIN CROSS STEAM LINE GRATE WATER MAIN PLUG COMM COMMUNICATION PULLBOX SITE LIGHTING COMMUNICATIONS MANHOLE/HANDHOLE ELECTRICAL POWER MANHOLE/HANDHOLE EXISTING FENCE/GUARDRAIL COMM ELEC W PROPOSED FORCE MAIN VICINITY MAP 1" = 400' SITE SS SS FM TELE OH PROPOSED UNDERGROUND TELEPHONETELE UG PROPOSED OVERHEAD POWERELEC OH PROPOSED UNDERGROUND POWERELEC UG PROPOSED GAS LINEGAS PROPOSED GEOTHERMAL LINEGEOTHERMAL PROPOSED STEAM LINESTEAM PROPOSED COMMUNICATIONS LINECOMM AR REVERSE CURB & GUTTER TRANSITION PROPOSED FENCE/GUARDRAIL POST PROPOSED FIBER OPTIC LINEFO CALL MISS UTILITY PRIOR TO EXCAVATION 811 OR 1.800.552.7001 SUBCONTRACTORS MAY NOT WORK UNDER ANOTHER COMPANY'S TICKET UNLESS THEY ARE UNDER THE DIRECT SUPERVISION OF THE COMPANY THAT PROVIDED THE NOTICE OF EXCAVATION. ALLOW REQUIRED TIME FOR MARKING AND BEGIN EXCAVATION ONLY AFTER CHECKING THE POSITIVE RESPONSE SYSTEM. EXCAVATION MAY BEGIN WHEN: ALL NOTIFIED UTILITIES HAVE EITHER MARKED THEIR LINES OR REPORTED THAT THEY HAVE NO FACILITIES IN THE AREA OF EXCAVATION OR THE MARKING PERIOD HAS EXPIRED (AFTER 7:00 AM ON THE THIRD WORKING DAY AFTER NOTICE TO THE CENTER.) OR MISS UTILITY INFORMS YOU THAT NO MEMBER OPERATORS NEED TO BE NOTIFIED OF THE EXCAVATION. YOU WILL STILL GET A TICKET NUMBER! RESPECT THE MARKS - PROTECT AND PRESERVE THE MARKINGS FROM THE TIME EXCAVATION BEGINS UNTIL THE WORK IS COMPLETED. CALL MISS UTILITY TO UPDATE THE TICKET IF WORK WILL CONTINUE PAST 15 DAYS OR IF THE MARKS BECOME ILLEGIBLE DUE TO TIME, WEATHER, CONSTRUCTION OR ANY OTHER CAUSE. EXCAVATE CAREFULLY - IF THE EXCAVATION IS WITHIN 2 FEET OF A MARKED UTILITY LINE, EXPOSE THE UTILITY LINE BY HAND DIGGING AND KEEP ALL MECHANIZED EQUIPMENT AT LEAST 2 FEET AWAY FROM THE EXTREMITIES OF THE UTILITY. RESPONSIBLE DISTURBER*: CERTIFICATION #: *IF NOT AVAILABLE AT SUBMISSION FOR PLAN REVIEW, CERTIFIED RESPONSIBLE LAND DISTURBER WILL BE NAMED AT PRE CONSTRUCTION CONFERENCE TO ACHIEVE FINAL APPROVAL. -RESPONSIBLE LAND DISTURBER WILL BE REQUIRED TO SUBMIT BIWEEKLY MONITORING REPORTS TO THE E&S PROGRAM ADMINISTRATOR. COVER SHEET SHEET INDEX PAGE DESCRIPTION C0.01 COVER SHEET C1.01 GENERAL NOTES C2.01 EXISTING CONDITIONS & DEMO PLAN C3.01 EROSION & SEDIMENT CONTROL NOTES C4.01 SITE PLAN C4.02 CODE REQUIRED LANDSCAPE PLAN C7.01 EROSION & SEDIMENT CONTROL DETAILS C7.02 DETAILS TFC POULTRY FIELD SITE DATA E911 ADDRESS:801 NORTH KENT STREET DEVELOPER:TFC POULTRY ENGINEER:VALLEY ENGINEERING, PLC TAX MAP #134 01 J 1A (CITY) / 54 A 60 (COUNTY) INSTRUMENT #2753 (CITY) / 11433 (COUNTY) TOTAL LOT ACREAGE:3.44 (CITY) / 4.92 (COUNTY) TOTAL LAND DISTURBED:± 0.33 ACRES ZONING:M2 EXISTING USE:INDUSTRIAL (PROCESSING FACILITY) PROPOSED USE:INDUSTRIAL (PROCESSING FACILITY) TOPOGRAPHIC / BOUNDARY SURVEY:VALLEY ENGINEERING, PLC DATUM:NAVD 88 DATUM FLOOD PLAIN INFORMATION:THIS PROPERTY IS LOCATED IN ZONE X AS SHOWN ON FIRM MAP NUMBER 51069C0208E & 51069C0209E EFFECTIVE JANUARY 29, 2021 HYDROLOGIC UNIT CODE:PU17 - ABRAMS CREEK / PU18 - OPEQUON CREEK-REDBUD RUN HUC12:020700040902 / 020700040903 RECEIVING WATER:ABRAMS CREEK / OPEQUON CREEK-REDBUD RUN PROPERTY OWNER:SUNSHINE'S PRIDE, LLC PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT IS THE RENOVATION OF AN EXISTING PARKING LOT FOR A POULTRY PROCESSING FACILITY WITH PARTIAL EXPANSION OF THE BUILDING. NO UTILITY MODIFICATIONS ARE TO BE MADE WITH THIS PROJECT. THE APPROXIMATE DISTURBED AREA ASSOCIATED WITH THIS PROJECT IS ±0.33 ACRES. PROJECT UTILITY PROVIDERS FREDERICK WATER 315 TASKER ROAD PO BOX 1877 STEPHENS CITY, VA 22655 540-868-1061 SHENANDOAH VALLEY ELECTRIC COOPERATIVE 3463 VALLEY PIKE WINCHESTER, VA 22602 540-450-0111 XFINITY 2504 SOUTH PLEASANT VALLEY ROAD WINCHESTER, VA 22601 800-234-7832 VERIZON 2021 SOUTH PLEASANT VALLEY ROAD WINCHESTER, VA, 22601 800-880-1077 PROJECT NOTES: 1.NO SITE LIGHTING IS PROPOSED AS A PART OF THIS PROJECT.P:\125048\pro 125048 TFC Poultry\Civil\Proplan\In Progress CAD Files\12504-8_TFC Poultry_{Current - County}.dwg, 1/12/2023 9:39:43 AM, RBoshart06/13/202201/23/2023 6/13/2022 - COUNTY COMME 1/23/2023 - CITY COMMENT GENERAL NOTES (ALL MAY NOT APPLY): 1.ALL AREAS NOT BUILT OR PAVED UPON SHALL BE LANDSCAPED. 2.THE LOCATIONS, SIZE, AND TYPES OF EXISTING UTILITIES ARE SHOWN BASED UPON READILY AVAILABLE INFORMATION AND ARE SHOWN AS AN APPROXIMATE REPRESENTATION ONLY. THE ENGINEER, OWNER, OR ANY OTHER REPRESENTATIVE HAVE NOT INDEPENDENTLY, OR JOINTLY, VERIFIED THIS INFORMATION AS SHOWN ON THE PLANS. THE UTILITY INFORMATION SHOWN DOES NOT GUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY, OR OTHER DATA CONCERNING THE UTILITIES, NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN ON THE PLANS. PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE DETERMINE THE EXACT LOCATIONS, SIZES, AND ELEVATIONS OF THE POINT OF CONNECTIONS TO EXISTING UTILITIES AND SHALL CONFIRM THAT THERE ARE NO INTERFERENCES WITH EXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES, INCLUDING ROUTES WITHIN ANY PUBLIC RIGHT-OF-WAY. 3.WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, OR EXISTING CONDITIONS DIFFER FROM THE FROM THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS INTENDED, THE CONTRACTOR SHALL, WITHOUT DELAY, ACCURATELY DETERMINE THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY. THIS INFORMATION SHALL BE PROVIDED, IN WRITING, TO THE OWNER'S REPRESENTATIVE TO DETERMINE CORRECTIVE MEASURES. ANY WORK COMPLETED BY THE CONTRACTOR PRIOR TO THIS RESOLUTION WILL RESULT IN ANY CLAIM BY THE CONTRACTOR NOT BEING CONSIDERED. 4.THE TOP ELEVATION OF ANY STRUCTURE, MANHOLE, BASIN, VALVE, OR ANY OTHER FIXTURE IS APPROXIMATE AND THE FINAL ELEVATION SHALL BE BASED UPON ON FOLLOWING: (1.PAVEMENTS AND CONCRETE SURFACES: FLUSH (2.ALL SURFACES ALONG ACCESSIBLE ROUTES: FLUSH (3.LANDSCAPE, SOIL AND SEED, AND OTHER EARTHEN MATERIAL: ONE INCH ABOVE SURROUNDING AREA AND TAPER TO FIXED OBJECT. 5.CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND POINTS OF ENTRY INTO THE BUILDING FOR ALL UTILITIES. 6.CONTRACTOR SHALL MAKE ARRANGEMENTS FOR THE ALTERATION AND ADJUSTMENT OF GAS, ELECTRIC, TELEPHONE, FIRE ALARM, AND ANY OTHER PRIVATE UTILITIES, WHETHER WORK WAS COMPLETED BY CONTRACTOR OR OTHER ENTITY, TO ENSURE COMPATIBILITY WITH FINISHED GRADES. 7.CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR AND SHALL FURNISH EXCAVATION, INSTALLATION, AND BACKFILL OF FINISHED SITEWORK RELATED TO ITEMS SUCH AS PULL BOXES, CONDUITS, DUCT BANKS, LIGHT POLE BASES, AND CONCRETE PADS. CONTRACTOR TO FURNISH CONCRETE ENCASEMENT OF DUCT BANKS IF REQUIRED BY THE UTILITY COMPANY AND AS INDICATED ON THE DRAWINGS. 8.A SEPARATE SIGN PERMIT WILL BE REQUIRED FOR ALL SIGNAGE WITHIN THE SUBDIVISION AND IT IS THE RESPONSIBILITY OF THE OWNER TO OBTAIN THIS DOCUMENT. 9.ANY DUMPSTER PADS SHALL BE SCREENED IN ACCORDANCE WITH THE APPLICABLE CITY, TOWN, & COUNTY REGULATIONS. 10.ALL DIMENSIONS SHOWN ON THESE PLANS ARE TO THE FACE OF THE BUILDING, BACK OF CURB OR THE EDGE OF THE PAVEMENT UNLESS OTHERWISE REFERENCED. 11.WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE CITY, TOWN, OR COUNTY DESIGN AND CONSTRUCTION STANDARDS MANUAL, THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE STANDARDS, THE VDOT ROAD AND BRIDGE SPECIFICATIONS, AND THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND REGULATIONS. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS, OR PLANS, THE MOST STRINGENT WILL GOVERN. ALL UTILITIES TO BE DEDICATED TO ANY MUNICIPAL WATER AND/OR SANITARY SEWER SYSTEM SHALL BE CONSTRUCTED AND TESTED TO CONFORM TO THE COMMONWEALTH OF VIRGINIA STATE BOARD OF HEALTH AND THE CITY, TOWN, OR COUNTY DESIGN AND CONSTRUCTION MANUAL. 12.PRIOR TO THE COMMENCEMENT OF ANY WORK ON THIS SITE, THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE AGENCIES AND SHALL INSTALL ALL EROSION CONTROL MEASURES AS SHOWN ON THE APPROVED CONSTRUCTION DOCUMENTS RELATING TO THIS PROJECT. 13.EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY, RELOCATED WHEN AND AS NECESSARY AND SHALL BE CHECKED AFTER EVERY RAINFALL. SEEDED AREAS SHALL BE CHECKED REGULARLY AND SHALL BE WATERED, FERTILIZED, RESEEDED AND MULCHED AS NECESSARY TO OBTAIN A DENSE STAND OF GRASS. 14.CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF THE CONSTRUCTION ACTIVITIES TO ENSURE THAT SEDIMENT SHALL NOT AFFECT REGULATORY PROTECTED AREAS, REGARDLESS IF SEDIMENT TRANSPORT IS BY AIR, WATER, OR ANY OTHER MEANS OF TRANSPORT. 15.CONTRACTOR SHALL SCHEDULE CONSTRUCTION ACTIVITIES SUCH THAT DISTURBED AREAS ARE LEFT UNSTABILIZED FOR A MINIMUM AMOUNT OF TIME BEFORE THEY ARE COVERED, PERMANENTLY OR TEMPORARILY STABILIZED, OR OTHERWISE STABILIZED TO PREVENT EROSION. 16.WHEN THE CRUSHED STONE CONSTRUCTION ENTRANCE HAS BEEN COVERED WITH SOIL OR HAS BEEN PUSHED INTO THE SOIL BY CONSTRUCTION TRAFFIC, IT SHALL BE REPLACED WITH A DEPTH OF STONE EQUAL TO THAT OF THE ORIGINAL APPLICATION. 17.UPON COMPLETION OF CONSTRUCTION ACTIVITIES AND THE ESTABLISHMENT OF APPROPRIATE STABILIZATION, THE CONTRACTOR SHALL REMOVE ALL EROSION CONTROL MEASURES AND PROVIDE ANY ADDITIONAL STABILIZATION MEASURES, AND CLEAN ALL SEDIMENT AND DEBRIS FROM THE SITE AND INSTALLED PIPING. 18.ANY DRAIN INLETS SHALL BE PROTECTED FROM SILTATION. INEFFECTIVE PROTECTION DEVICES SHALL BE REPLACED AND THE INLET CLEANED. FLUSHING IS NOT AN ACCEPTABLE MEANS OF CLEANING. 19.THE LOCATION OF EXISTING UTILITIES AS SHOWN, IS APPROXIMATE ONLY. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION, SIZE, AND MATERIAL OF ALL EXISTING UTILITIES PRIOR TO ORDERING ANY NEW MATERIALS REQUIRED FOR UTILITY CONNECTIONS. ANY MATERIALS ORDERED PRIOR TO FIELD VERIFICATION OF EXISTING UTILITIES SHALL BE AT THE CONTRACTORS OWN RISK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR, AT HIS OR HER EXPENSE, OF ALL EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. FORTY-EIGHT HOURS PRIOR TO ANY EXCAVATION THE CONTRACTOR SHALL CALL MISS UTILITY AT (800)-552-7001. 20.CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ANY MANMADE FEATURE WITHIN THE LIMITS OF THE WORK INCLUDING, BUT NOT LIMITED TO, BUILDINGS, STRUCTURES, PAVEMENT, SLABS, CUBING, FENCES, UTILITIES, ETC. UNLESS OTHERWISE NOTED ON THE APPROVED DRAWINGS. REMOVAL, AND PROPERLY DISPOSAL, OF EXISTING FEATURES SHALL EXTEND FROM UNDER ANY PROPOSED STRUCTURE A DISTANCE OF 10' BEYOND THE PROPOSED BUILDING FOOTPRINT, OR ANY OTHER BUILDING FEATURE. 21.EXISTING UTILITIES SHALL BE TERMINATED IN ACCORDANCE WITH ANY APPLICABLE REGULATION AND BE COORDINATED WITH THE APPROPRIATE AUTHORITY HAVING JURISDICTION. 22.THE DISPOSAL OF ANY DEMOLITION DEBRIS SHALL BE IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS AND BE LEGALLY COMPLETED IN AN AUTHORIZED DISPOSAL AREA. 23.THE LIMITS OF DEMOLITION SHOWN ON THE PLANS MAY, OR MAY NOT, INCLUDE ALL REQUIRED DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR THE ULTIMATE REMOVAL OF ANY FEATURE REQUIRING REMOVAL FOR THIS PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR THE IDENTIFICATION OF EACH AND EVERY ITEM REQUIRING DEMOLITION PRIOR TO PRESENTING A FINAL BID TO THE PROJECT OWNER OR REPRESENTATIVE. NO CLAIMS BY THE CONTRACTOR FOR ADDITIONAL DEMOLITION WORK WILL BE CONSIDERED. 24.UNLESS SPECIFICALLY PROVIDED, THE ENGINEER HAS NOT PREPARED DESIGNS FOR, AND SHALL HAVE NO RESPONSIBILITY FOR, THE PRESENCE, DISCOVERY, REMOVAL, ABATEMENT OR DISPOSAL OF ANY HAZARDOUS MATERIALS, TOXIC WASTE, OR POLLUTANTS AT THE PROJECT SITE. THE ENGINEER AND OWNER SHALL NOT BE RESPONSIBLE FOR ANY CLAIMS OF LOSS, DAMAGE, EXPENSE, DELAY, INJURY, OR DEATH ARISING FROM THE PRESENCE OF HAZARDOUS MATERIALS. IF FOUND, THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER AND OWNER FROM ANY CLAIMS MADE IN CONNECTION WITH ANY SUCH MATERIAL. THE ENGINEER SHALL HAVE NO ADMINISTRATIVE OBLIGATIONS OF ANY TYPE WITH REGARD TO ANY CONTRACTOR AMENDMENT INVOLVING THE ISSUES OF PRESENCE, DISCOVERY, REMOVAL, ABATEMENT OR DISPOSAL OF ASBESTOS OR OTHER HAZARDOUS MATERIAL. 25.ALL UNDERGROUND FACILITIES LOCATED WITHIN ANY RIGHT-OF-WAY SHALL BE INSTALLED PRIOR TO THE PLACEMENT OF ANY PART OF THE PAVEMENT STRUCTURE. 26.INSTALLATION OF CONCRETE STORM PIPE SHALL BE IN CONFORMANCE WITH VDOT STANDARD DRAWING PB-1. 27.ALL MATERIALS USED FOR FILL OR BACK FILL SHALL BE FREE OF WOOD, ROOTS, ROCKS, BOULDERS OR ANY OTHER NON-COMPACTABLE SOIL TYPE MATERIALS. UNSATISFACTORY MATERIALS ALSO INCLUDE MANMADE FILLS AND REFUSE DEBRIS DERIVED FROM ANY SOURCE. GENERAL NOTES (ALL MAY NOT APPLY) (CONT.): 28.COMPACTION OF FILL MATERIAL UNDER BUILDING SLABS SHALL BE BASED UPON RECOMMENDATIONS OF SOILS ENGINEER AFTER COMPLETION OF STANDARD PROCTOR TEST AND SHALL MEET THE BEARING REQUIREMENTS OF THE STRUCTURAL ENGINEER FOR THE BUILDING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE TESTING. TRENCHES OF ANY OTHER DEPRESSION REQUIRING FILL OR BACK FILL SHALL BE COMPACTED TO 95% OF THE MAXIMUM DENSITY AS DETERMINED BY STANDARD PROCTOR TEST AS SET FORTH IN ASTM D-698. 29. MATERIALS USED TO CONSTRUCT EMBANKMENTS FOR ANY PURPOSE, BACK FILL AROUND DRAINAGE STRUCTURES IN UTILITY TRENCHES OR ANY OTHER DEPRESSION REQUIRING FILL OR BACK FILL SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST AS SET FORTH IN ASTM STANDARD D-698. THE CONTRACTOR SHALL, PRIOR TO ANY OPERATIONS INVOLVING FILLING OR BACK FILLING, SUBMIT THE RESULTS OF THE PROCTOR TEST TOGETHER WITH A CERTIFICATION THAT THE SOIL TESTED IS REPRESENTATIVE OF THE MATERIALS TO BE USED ON THE PROJECT. THE TESTS SHALL BE CONDUCTED BY A CERTIFIED MATERIALS TESTING LABORATORY AND THE CERTIFICATIONS MADE BY A LICENSED PROFESSIONAL ENGINEER REPRESENTING THE LABORATORY. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH THESE TESTS AND THEIR SUBMITTALS. 30. EMBANKMENT FILL AND BACK FILL SHALL BE PLACED IN LIFTS AT A MAXIMUM UN-COMPACTED DEPTH OF 8-INCHES AND 6-INCHES, RESPECTIVELY. DENSITY TESTS SHALL BE CONDUCTED AT THE FOLLOWING FREQUENCIES: (A) EMBANKMENTS FOR ROADS, STREETS, DAMS, ETC.: ONE TEST PER LIFT PER 10,000 SF OF LIFT. (B) BACK FILL IN TRENCHES: ONE TEST PER LIFT PER 500 LINEAL FEET OF TRENCH. (C) BACK FILL AROUND STRUCTURES: ONE TEST PER PER LIFT PER 2,500 SF OF LIFT. 31. ALL EXCAVATION, INCLUDING TRENCHES, SHALL BE KEPT DRY TO PROTECT THE INTEGRITY OF THE SUBSOIL. 32. ALL TEST RESULTS SHALL BE SUBMITTED TO THE AUTHORITY HAVING JURISDICTION'S ENGINEER. FAILURE TO CONDUCT DENSITY TESTS SHALL BE CAUSE FOR NON-ACCEPTANCE OF THE FACILITY. TESTS SHALL BE CONDUCTED AT THE SOLE COST OF THE CONTRACTOR OR HIS AGENT. 33. TRAFFIC CONTROL ON PUBLIC STREETS SHALL BE IN CONFORMANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND AS FURTHER DIRECTED BY THE GOVERNING INSPECTORS. 34. ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND SPECIFICATIONS AND SITE CONDITIONS OR ANY INCONSISTENCIES OR AMBIGUITIES IN DRAWINGS OR SPECIFICATIONS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER, IN WRITING, WHO SHALL PROMPTLY ADDRESS SUCH PROBLEMS. WORK DONE BY THE CONTRACTOR AFTER HIS OR HER DISCOVERY OF SUCH DISCREPANCIES, INCONSISTENCIES, OR AMBIGUITIES SHALL BE DONE AT THE CONTRACTOR'S RISK. 35. A PRE-CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL ARRANGE THE MEETING WITH THE CITY, TOWN, OR COUNTY ENGINEER PRIOR TO THE ISSUANCE OF AN EARTH DISTURBING PERMIT. 36. THE OWNER SHALL PAY ALL WATER AND SEWER AVAILABILITY AND CONNECTION FEES AS REQUIRED BY THE GOVERNING BODY PRIOR TO CONNECTION TO PROPOSED UTILITIES WITH EXISTING MAINS. 37. THE CONTRACTOR SHALL PROVIDE THE BOND FOR AND BE THE RESPONSIBLE PARTY ON THE EARTH DISTURBING PERMIT. 38. INSTALL CITY, TOWN, OR COUNTY STANDARD STREET CENTERLINE MONUMENTS WHERE REQUIRED FOR NEW STREETS. 39. INSPECTORS, EITHER OWNER OR ANY AUTHORITY HAVING JURISDICTION, HAVE FULL AUTHORITY TO REJECT FILL OR BACK FILL MATERIALS, REQUIRE UNDERCUTTING OR SUB-GRADE STABILIZATION, REQUIRE PROVISIONS FOR SUB-DRAINAGE, OR REQUIRE OTHER MEASURES WHICH AFFECT THE INTEGRITY OF ROAD AND UTILITY CONSTRUCTION. FAILURE TO COMPLY WITH INSPECTORS DIRECTIVES WILL BE CAUSE FOR NON-ACCEPTANCE OF THE FACILITY. 40. SATISFACTORY MATERIALS FOR USE AS FILL FOR PUBLIC STREETS INCLUDE MATERIALS CLASSIFIED IN ASTM D-2487 AS GW, GP, GM, GC, SW, SP, SM, SC, ML, AND CL GROUPS. THE MOISTURE CONTENT SHALL BE CONTROLLED WITHIN PLUS OR MINUS 2% OF THE OPTIMUM TO FACILITATE COMPACTION. GENERALLY, UNSATISFACTORY MATERIALS INCLUDE MATERIALS CLASSIFIED IN ASTM D-2487 AS PT, CH, MH, OL, OH AND ANY SOIL TOO WET TO FACILITATE COMPACTION. CH AND MH SOILS MAY BE USED SUBJECT TO APPROVAL OF THE CITY, TOWN, OR COUNTY ENGINEER. SOILS SHALL HAVE A MINIMUM DRY DENSITY OF 92LB/CF PER ASTM D-698 AND SHALL HAVE A PLASTICITY INDEX LESS THAT 17. 41. PAVEMENT DESIGN IS BASED UPON A SUBGRADE CBR OF 3 AND AN RF OF 2. UPON BRINGING THE STREET SUBGRADE TO APPROXIMATE ELEVATION, THE CONTRACTOR SHALL COLLECT A MINIMUM OF 3 SOIL SAMPLES FOR CBR DETERMINATION, TO BE TAKEN AT A MAXIMUM INTERVAL OF 300 FEET MEASURED ALONG THE STREET CENTERLINE. THE CBR OF EACH SAMPLE SHALL BE DETERMINED AND THE AVERAGE CBR SHALL BE USED TO DETERMINE THE PAVEMENT STRUCTURE REQUIREMENTS. THE PAVEMENT MATERIALS AND THE AMOUNT THEREOF AS SHOWN ON THE TYPICAL STREET SECTION MAY BE MODIFIED BY THE RESULTS OF THESE TESTS IN ACCORDANCE WITH CITY, TOWN, OR COUNTY STANDARDS AND IF APPROVED BY THE LOCAL MUNICIPALITY'S ENGINEER. A COPY OF ALL SOILS TEST RESULTS SHALL BE SUBMITTED TO THE CITY, TOWN, OR COUNTY ENGINEER PRIOR TO PLACING ANY BASE OR SUB-BASE MATERIAL. THIS WORK SHALL NOT BE REQUIRED ON STREETS CLASSIFIED AS LOCAL/SUB CLASS A. PAVING SECTIONS SHALL NOT BE REDUCED BELOW THE CITY, TOWN, OR COUNTY'S MINIMUM SECTIONS. 42. CG-9B MODIFIED ENTRANCES ARE PERMITTED FOR SINGLE FAMILY RESIDENCES AS ALLOWED IN THE LOCAL MUNICIPALITY'S DESIGN AND CONSTRUCTION STANDARDS MANUAL. 43. INSTALLATION OF ANY UTILITY IN AN EXISTING STREET SHALL COMPLY WITH THE LOCAL CITY, TOWN, OR COUNTY DESIGN AND CONSTRUCTION STANDARDS MANUAL, AND FURTHER WITH LOCAL MUNICIPALITY TRENCH RESTORATION STANDARDS, A COPY OF WHICH IS AVAILABLE FROM THE ENGINEER. 44. TEST PITS SHALL BE REQUIRED FOR ALL UTILITY CROSSINGS INVOLVING GAS LINES, WATER MAINS 12" IN DIAMETER AND LARGER, SANITARY SEWER CROSSINGS, AND FIBER OPTIC LINES. 45. COMPACTION TESTS FOR STREET PAVEMENT STRUCTURE SHALL BE MADE IN CUT AND FILL AREAS AT THE FOLLOWING MINIMUM FREQUENCIES: (A) SUBGRADE: 1 TEST PER LANE PER 6" COMPACTED LIFT PER 500 LINEAR FEET. (B) STONE BASE: 1 TEST PER LANE PER 6" COMPACTED LIFT PER 500 LINEAR FEET. (C) HOT ASPHALTIC CONCRETE: 1 TEST PER LANE PER LIFT PER 500 LINEAR FEET. 46. COMBINATION UNDERDRAINS, TYPE CD-1, SHALL BE INSTALLED AT THE LOWER END OF THE CUT SECTIONS. UNDERDRAINS, TYPE CD-2, SHALL BE INSTALLED AT THE LOW POINT OF ALL VERTICAL CURVES. 47. STANDARD UD-1 AND UD-3 UNDERDRAINS SHALL BE INSTALLED WHERE INDICATED ON PLANS AND FURTHER WHERE DETERMINED NECESSARY IN THE FIELD BY CITY, TOWN, OR COUNTY INSPECTORS. 48. ANY SURVEY MONUMENT OR PROPERTY CORNER DISTURBED BY THE CONTRACTOR SHALL BE REPLACED BY A LICENSED LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE. 49. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY EXISTING ELEVATIONS AT PAVEMENT INTERFACES AND PIPE DISCHARGE LOCATIONS TO ENSURE PROPER TRANSITION BETWEEN EXISTING AND PROPOSED FACILITIES. 50. SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC REPRESENTATIONS OF PROPOSED FEATURES AND ARE NOT NECESSARILY SCALED TO THEIR ACTUAL DIMENSIONS OR LOCATIONS. THE CONTRACTOR SHALL REFER TO THE DETAILS PROVIDED, MANUFACTURERS' LITERATURES, SHOP DRAWINGS, AND FIELD MEASUREMENTS OF SUPPLIED PRODUCTS FOR LAYOUT INFORMATION. 51. CONTRACTOR SHALL NOT SOLELY RELY ON ELECTRONIC COPIES OF THE FINAL DESIGN, SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED FROM THE ENGINEER, BUT SHALL VERIFY THE LOCATION OF ANY FEATURE IN ACCORDANCE WITH PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE PART OF THE CONTRACT DOCUMENTS. 52. RAILING IN COMPLIANCE WITH LOCAL APPLICABLE CODE SHALL BE PROVIDED ON ALL WALKWAYS, PORCHES, PATIOS, EQUIPMENT PADS, AND SIMILAR FEATURES ALLOWING PEDESTRIAN ACCESS WHERE THE FINISH SURFACE IS 30 INCHES OR MORE MEASURED VERTICALLY TO THE GRADE AT ANY POINT WITHIN 36 INCHES MEASURED HORIZONTALLY TO THE EDGE OF THE PROPOSED FEATURE. 53. PER NFPA 13, THE FIRE SUPPRESSION WATER LINE FROM THE MAIN TO THE BUILDING SHALL BE BURIED A MINIMUM OF 1-FOOT BELOW THE LOCALITY'S FROST LINE. COPYRIGHT HELD BY VALLEY ENGINEERING, PLC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT FROM VALLEY ENGINEERING, PLC. 4901 CROWE DRIVE MOUNT CRAWFORD, VIRGINIA 22841 TELEPHONE (540) 434-6365 OR (800) 343-6365 FAX (540) 432-0685 www.valleyesp.com TFC POULTRY NORTH KENT STREET WINCHESTER, VA SHEET NO.: EXP./CLIENT No.: 12504-8 PROJECT No.: 12504-8 DATE: 05/19/2022 SCALE: C1.01 REVISIONS: 6/13/2022 - COUNTY COMMENTS --- AS SHOWN GENERAL NOTES P:\125048\pro 125048 TFC Poultry\Civil\Proplan\In Progress CAD Files\12504-8_TFC Poultry_{Current - County}.dwg, 1/12/2023 9:39:48 AM, RBoshart06/13/2022 S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SSSSSSSSSSSSSS S S S S S S S S S S S S S CITY OF WINCHESTERFREDERICK COUNTYSOIL MAP UNIT: 200SOIL MAP UNIT: 14BSOIL M A P U NI T: 2 0 0 SOIL M A P U NI T: 1 4 B EXISTING GRAVEL EXISTING GRAVEL EXISTING GRAVEL NO PARKING LOT IMPROVEMENTS REQUIRED FOR PROPOSED USE. EXISTING LOT TO REMAIN. EXISTING GRAVEL PARKING AREA EXISTING GRAVEL PARKING AREA EXISTING STRIPING TO BE REMOVED EXISTING STRIPING TO BE REMOVED AND RELOCATED REMOVE EXISTING CONCRETE PAD EXISTING CONCRETE TO BE TOPPED AND PAVED EXISTING CURB TO BE REMOVED EXISTING FENCE TO BE REMOVED COPYRIGHT HELD BY VALLEY ENGINEERING, PLC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT FROM VALLEY ENGINEERING, PLC. 4901 CROWE DRIVE MOUNT CRAWFORD, VIRGINIA 22841 TELEPHONE (540) 434-6365 OR (800) 343-6365 FAX (540) 432-0685 www.valleyesp.com TFC POULTRY NORTH KENT STREET WINCHESTER, VA SHEET NO.: EXP./CLIENT No.: 12504-8 PROJECT No.: 12504-8 DATE: 05/19/2022 SCALE: C2.01 REVISIONS: 6/13/2022 - COUNTY COMMENTS 50251 1" = 50' EXISTING CONDITIONS & DEMO PLAN NOTES: 1.THIS EXISTING CONDITIONS SHEET IS COMPILED FROM SURVEY COMPLETED BY VALLEY ENGINEERING, PREVIOUS SITE SURVEYS, SITE VISITS, PREVIOUS SITE PLANS, AND AERIAL PHOTOGRAPHY. 2.ANY PAVEMENT, CURB AND GUTTER, SIDEWALK, OR OTHER FEATURES DAMAGED DURING CONSTRUCTION SHALL BE REMOVED AND REPLACED IN KIND. LEGEND AREAS TO BE REMOVED OR DEMOLISHED P:\125048\pro 125048 TFC Poultry\Civil\Proplan\In Progress CAD Files\12504-8_TFC Poultry_{Current - County}.dwg, 1/12/2023 9:39:53 AM, RBoshart06/13/2022 COPYRIGHT HELD BY VALLEY ENGINEERING, PLC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT FROM VALLEY ENGINEERING, PLC. 4901 CROWE DRIVE MOUNT CRAWFORD, VIRGINIA 22841 TELEPHONE (540) 434-6365 OR (800) 343-6365 FAX (540) 432-0685 www.valleyesp.com TFC POULTRY NORTH KENT STREET WINCHESTER, VA SHEET NO.: EXP./CLIENT No.: 12504-8 PROJECT No.: 12504-8 DATE: 05/19/2022 SCALE: C3.01 REVISIONS: 6/13/2022 - COUNTY COMMENTS --- NA EROSION & SEDIMENT CONTROL NOTES EROSION AND SEDIMENT CONTROL NARRATIVE PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT IS THE RENOVATION OF AN EXISTING PARKING LOT FOR A POULTRY PROCESSING FACILITY WITH PARTIAL EXPANSION OF THE BUILDING. NO UTILITY MODIFICATIONS ARE TO BE MADE WITH THIS PROJECT. THE APPROXIMATE DISTURBED AREA ASSOCIATED WITH THIS PROJECT IS ±0.33 ACRES. EXISTING SITE CONDITIONS THE SITE AREA CURRENTLY HAS AN EXISTING PROCESSING FACILITY. ADJACENT PROPERTY THE PROJECT AREA IS BORDERED TO THE NORTHWEST BY RAILROAD LINES UTILIZED BY CSX, BALTIMORE & OHIO, AND WINCHESTER & POTOMAC RAILROADS; TO THE NORTHEAST BY A SHORT PORTION OF BRICK KILN ROAD, TO THE NORTHEAST BY LAND OWNED BY RYDER TRUCK RENTAIL, INC (ZONED: M2 USE: COMMERCIAL); TO THE EAST/SOUTHEAST BY KEN STREET, AND TO THE SOUTH/SOUTHWEST BY LAND OWNED BY RCS INVESTMENTS (ZONED: M2 USE: INDUSTRIAL). OFF-SITE AREAS: THERE ARE NO PLANNED OFF-SITE AREAS. HOWEVER, IF ANY OFF-SITE AREAS ARE USED THOSE AREAS WILL NEED TO OBTAIN AN APPROVED EROSION AND SEDIMENT CONTROL PLAN FROM THE CITY PRIOR TO ANY MATERIAL BEING EITHER TRANSPORTED TO OR FROM THE SUBJECT PROPERTY. ALL UTILITIES AND FOUNDATIONS SHALL BE DISPOSED OF PROPERLY. IF DURING THE CONSTRUCTION PROCESS EXCESS MATERIAL IS ENCOUNTERED, IT WILL BE DISPOSED OF TO THE EAST OF THIS PROPOSED CONSTRUCTION AND THIS WILL BE COORDINATED WITH THE CITY TO DETERMINE THE APPROPRIATE E&S MEASURES. SOILS SOIL TYPES IN THE PROJECT AREA ARE SIMILAR TO THE SOILS LISTED BELOW AS INDICATED BY THE UNITED STATES DEPARTMENT OF AGRICULTURE'S WEB SOIL SURVEY: ·(14B) FREDERICK-POPLIMENTO LOAMS, 2 TO 7 PERCENT SLOPES, WELL DRAINED, K=0.32, MEDIUM SURFACE RUNOFF, MODERATELY HIGH TO HIGH WATER CAPACITY 0.57-1.98 IN/IN., HDROLOGIC GROUP "C" ·(200) URBAN LAND CRITICAL EROSION AREAS ALL GRADED AREAS IN WHICH A BUILDING SLAB, CELLER/BASEMENT OR FOOTER HAS BEEN REMOVED SHALL BE CONSIDERED CRITICAL EROSION AREAS. THESE AREAS SHALL BE MONITORED DAILY AND AFTER EACH SUFFICIENT RAIN FALL. THE LOCAL GOVERNING AUTHORITY WILL HAVE THE AUTHORITY TO RECOMMEND THE PLACEMENT OF ADDITIONAL EROSION CONTROL MEASURES IN THIS AREA IF IT BECOMES EVIDENT DURING CONSTRUCTION THAT THE ONES IN PLACE ARE NOT FUNCTIONING SUFFICIENTLY. EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND WMC STANDARDS. THE MINIMUM STANDARDS OF THE VESCH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE. STRUCTURAL PRACTICES ·SAFETY FENCE (3.01): A PROTECTIVE BARRIER INSTALLED TO PREVENT ACCESS TO AN EROSION CONTROL MEASURE. VEGETATIVE PRACTICES ·TOP SOILING (3.30): TOPSOIL WILL BE STRIPPED FROM THE SITE AND STOCKPILED IN AN AREA DETERMINED IN THE FIELD. UPON THE COMPLETION OF THE PROJECT TOPSOIL WILL BE PLACED ON ALL DISTURBED AREAS AT A MINIMUM DEPTH OF 6 INCHES. ·TEMPORARY SEEDING (3.31): ALL DENUDED AREAS LEFT DORMANT FOR MORE THAN 14 DAYS SHALL BE SEEDED WITH A FAST GERMINATING TEMPORARY VEGETATION. ·PERMANENT SEEDING (3.32): ALL SEEDED AREAS WILL BE RESEEDED, MULCHED AND FERTILIZED AS NEEDED TO OBTAIN AN ADEQUATE STAND OF GRASS AS SOON AS POSSIBLE AFTER FINAL GRADING OPERATIONS. ·MULCHING (3.35): APPLICATION OF PLANT RESIDUES OR OTHER SUITABLE MATERIALS TO DISTURBED SURFACES TO PREVENT EROSION AND REDUCE OVERLAND FLOW VELOCITIES. FOSTERS PLAN GROWTH BY INCREASING AVAILABLE MOISTURE AND PROVIDING INSULATION AGAINST EXTREME HEAR OR COLD. SHOULD BE APPLIED TO ALL SEEDING OPERATIONS, OTHER PLANT MATERIALS WHICH DO NOT PROVIDE ADEQUATE SOIL PROTECTION BY THEMSELVES, AND BASE AREAS WHICH CANNOT BE SEEDED DUE TO THE SEASON BUT WHICH STILL NEED PROTECTION TO PREVENT SOIL LOSS. ·DUST CONTROL (3.39): REDUCING SURFACE AND AIR MOVEMENT OF DUST DURING LAND DISTURBANCE, DEMOLITION OR CONSTRUCTION ACTIVITIES IN AREAS SUBJECT TO DUST PROBLEMS IN ORDER TO PREVENT SOIL LOSS AND REDUCE THE PRESENCE OF POTENTIALLY HARMFUL AIRBORNE SUBSTANCE. MANAGEMENT STRATEGIES CONSTRUCTION WILL BE SEQUENCED SO THAT GRADING OPERATIONS WILL BEGIN AND END AS SOON AS POSSIBLE. THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. AFTER ACHIEVING ADEQUATE STABILIZATION, AND IN THE OPINION OF THE LOCAL ADMINISTRATOR, THE TEMPORARY EROSION AND SEDIMENT CONTROLS SHALL BE REMOVED AND ANY AREAS DISTURBED DURING THIS PROCESS SHALL BE STABILIZED. PERMANENT STABILIZATION ALL AREAS LEFT UNCOVERED BY EITHER BUILDINGS OR PAVEMENT SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISH GRADING. SEEDING SHALL BE DONE IN ACCORDANCE WITH THE VESCH. ANY ALTERATIONS FROM THIS DOCUMENT SHALL BE APPROVED BY THE LOCAL EROSION CONTROL ADMINISTRATOR. ALL AREAS EITHER TEMPORARILY OR PERMANENTLY SEEDED NEED TO BE MULCHED AND WATERED REGULARLY TO ACHIEVE, IN THE PROGRAM ADMINISTRATOR'S OPINION, AN ADEQUATE STAND OF VEGETATION. STORM WATER MANAGEMENT ALL STORMWATER MANAGEMENT SHALL BE IN ACCORDANCE WITH THE CURRENT RUNOFF REDUCTION METHOD. WATER QUANTITY WILL BE HANDLED BY A REDUCTION IN IMPERVIOUS AREA, NO CHANGES TO DRAINAGE PATTERNS ARE PROPOSED. A SUMMARY AND PRE AND POST FLOWS ARE LISTED BELOW FOR A 5 MIN TIME OF CONCENTRATION: RATIONAL METHOD ANALYSIS (Q=CIA) PRE Q2 = 0.9 X 4.69 X 0.33 ACRES = 1.39 CFS POST Q2 = 0.82 X 4.69 X 0.33 ACRES = 1.26 CFS PRE Q10 = 0.9 X 6.49 X 0.33 ACRES = 1.92 CFS POST Q10 = 0.82 X 6.49 X 0.33 ACRES = 1.75 CFS WATER QUALITY FOR THE SITE IS NOT REQUIRED AS SITE DISTURBANCE TOTALS LESS THAN 1 ACRE. MAINTENANCE ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND AFTER EACH RUNOFF PRODUCING RAINFALL. THEY WILL BE INSPECTED FOR UNDERMINING, DETERIORATION, EROSION AND EXCESS DEPOSITED MATERIAL. ALL DEFICIENCIES WILL BE CORRECTED IMMEDIATELY. EXCESS MATERIAL WILL BE SPREAD ON THE SITE IN A MANNER WHERE IT IS NOT LIKELY TO ERODE IN THE FUTURE. MAINTENANCE SCHEDULE: IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND AFTER EACH RUNOFF PRODUCING RAINFALL. THE FOLLOWING ITEMS WILL BE CHECKED IN PARTICULAR: (ALL REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE) 1.THE SEEDED AREAS WILL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, RESEED, AND WATERED AS NEEDED. 2.THE INLET PROTECTION SHALL HAVE THE SEDIMENT REMOVED AND THE INLET PROTECTION RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF OF THE DESIGN DEPTH. 3.CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED SILT FENCE RESULTING FROM END RUNS AND UNDERCUTTING. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL BE NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT AND MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE HALF THE HEIGHT OF THE BARRIER. 4.THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT THE TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHT OF WAYS. ALL SEDIMENT REMOVED SHALL BE DISPOSED OF PROPERLY. 5.TEMPORARY STOCKPILE AREA SHALL BE PROTECTED WITH SILT FENCE AS SHOWN, AND SHALL BE SEEDED AS REQUIRED BY THE VESCH. 6.BOTH TEMPORARY AND PERMANENT ROADS AND PARKING AREAS MAY REQUIRE TOP DRESSING WITH NEW GRAVEL. SEEDED AREA ADJACENT TO THE ROADS AND PARKING AREAS SHOULD BE CHECKED PERIODICALLY TO ENSURE THAT A VIGOROUS STAND OF VEGETATION IS MAINTAINED. ROADSIDE DITCHES AND OTHER DRAINAGE STRUCTURES SHOULD BE CHECKED REGULARLY TO ENSURE THAT THEY DO NOT BECOME CLOGGED WITH SILT OR OTHER DEBRIS. GENERAL EROSION AND SEDIMENT CONTROL NOTES ES-I: 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 PRE CONSTRUCTION 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 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. E&S MINIMUM STANDARDS A VESCP MUST BE CONSISTENT WITH THE FOLLOWING CRITERIA, TECHNIQUES AND METHODS: 1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED 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 FOR LONGER THAN 14 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. 2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. 3. 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 ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. 4. 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 MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. 6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN. A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A 25-YEAR STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALL CORRESPOND TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED. 7. 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. 8. 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. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. 10. 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. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES 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. 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. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. 14. ALL APPLICABLE FEDERAL, STATE AND LOCAL CHAPTERS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. 15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. 16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE 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 FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF-SITE 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 THIS CHAPTER. F. APPLICABLE SAFETY CHAPTERS SHALL BE COMPLIED WITH. 17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS 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 DEVELOPMENT LOTS AS WELL AS TO LARGER LAND-DISTURBING ACTIVITIES. 18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE VESCP AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. 19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE FOLLOWING STANDARDS AND CRITERIA. STREAM RESTORATION AND RELOCATION PROJECTS THAT INCORPORATE NATURAL CHANNEL DESIGN CONCEPTS ARE NOT MAN-MADE CHANNELS AND SHALL BE EXEMPT FROM ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS: A. CONCENTRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SITE SHALL BE DISCHARGED DIRECTLY INTO AN ADEQUATE NATURAL OR MAN-MADE RECEIVING CHANNEL, PIPE OR STORM SEWER SYSTEM. FOR THOSE SITES 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. B. ADEQUACY OF ALL CHANNELS AND PIPES SHALL BE VERIFIED IN THE FOLLOWING MANNER: (1) THE APPLICANT SHALL DEMONSTRATE THAT THE TOTAL DRAINAGE AREA TO THE POINT OF ANALYSIS WITHIN THE CHANNEL IS ONE HUNDRED TIMES GREATER THAN THE CONTRIBUTING DRAINAGE AREA OF THE PROJECT IN QUESTION; OR (2)(A) NATURAL CHANNELS SHALL BE ANALYZED BY THE USE OF A TWO-YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP CHANNEL BANKS NOR CAUSE EROSION OF CHANNEL BED OR BANKS. (B) ALL PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS SHALL BE ANALYZED BY THE USE OF A TEN-YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP ITS BANKS AND BY THE USE OF A TWO-YEAR STORM TO DEMONSTRATE THAT STORMWATER WILL NOT CAUSE EROSION OF CHANNEL BED OR BANKS; AND (C) PIPES AND STORM SEWER SYSTEMS SHALL BE ANALYZED BY THE USE OF A TEN-YEAR STORM TO VERIFY THAT STORMWATER WILL BE CONTAINED WITHIN THE PIPE OR SYSTEM. C. IF EXISTING NATURAL RECEIVING CHANNELS OR PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS OR PIPES ARE NOT ADEQUATE, THE APPLICANT SHALL: (1) IMPROVE THE CHANNELS TO A CONDITION WHERE A TEN-YEAR STORM WILL NOT OVERTOP THE BANKS AND A TWO-YEAR STORM WILL NOT CAUSE EROSION TO CHANNEL THE BED OR BANKS; OR (2) IMPROVE THE PIPE OR PIPE SYSTEM TO A CONDITION WHERE THE TEN-YEAR STORM IS CONTAINED WITHIN THE APPURTENANCES; (3) DEVELOP A SITE DESIGN THAT WILL NOT CAUSE THE PRE-DEVELOPMENT PEAK RUNOFF RATE FROM A TWO-YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A NATURAL CHANNEL OR WILL NOT CAUSE THE PRE-DEVELOPMENT PEAK RUNOFF RATE FROM A TEN-YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A MAN-MADE CHANNEL; OR (4) PROVIDE A COMBINATION OF CHANNEL IMPROVEMENT, STORMWATER DETENTION OR OTHER MEASURES WHICH IS SATISFACTORY TO THE VESCP AUTHORITY TO PREVENT DOWNSTREAM EROSION. D. THE APPLICANT SHALL PROVIDE EVIDENCE OF PERMISSION TO MAKE THE IMPROVEMENTS. E. ALL HYDROLOGIC ANALYSES SHALL BE BASED ON THE EXISTING WATERSHED CHARACTERISTICS AND THE ULTIMATE DEVELOPMENT CONDITION OF THE SUBJECT PROJECT. F. IF THE APPLICANT CHOOSES AN OPTION THAT INCLUDES STORMWATER DETENTION, HE SHALL OBTAIN APPROVAL FROM THE VESCP OF A PLAN FOR MAINTENANCE OF THE DETENTION FACILITIES. THE PLAN SHALL SET FORTH THE MAINTENANCE REQUIREMENTS OF THE FACILITY AND THE PERSON RESPONSIBLE FOR PERFORMING THE MAINTENANCE. G. OUTFALL FROM A DETENTION FACILITY SHALL BE DISCHARGED TO A RECEIVING CHANNEL, AND ENERGY DISSIPATORS SHALL BE PLACED AT THE OUTFALL OF ALL DETENTION FACILITIES AS NECESSARY TO PROVIDE A STABILIZED TRANSITION FROM THE FACILITY TO THE RECEIVING CHANNEL. H. ALL ON-SITE CHANNELS MUST BE VERIFIED TO BE ADEQUATE. I. INCREASED VOLUMES OF SHEET FLOWS THAT MAY CAUSE EROSION OR SEDIMENTATION ON ADJACENT PROPERTY SHALL BE DIVERTED TO A STABLE OUTLET, ADEQUATE CHANNEL, PIPE OR PIPE SYSTEM, OR TO A DETENTION FACILITY. J. IN APPLYING THESE STORMWATER MANAGEMENT CRITERIA, INDIVIDUAL LOTS OR PARCELS IN A RESIDENTIAL, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL NOT BE CONSIDERED TO BE SEPARATE DEVELOPMENT PROJECTS. INSTEAD, THE DEVELOPMENT, AS A WHOLE, SHALL BE CONSIDERED TO BE A SINGLE DEVELOPMENT PROJECT. HYDROLOGIC PARAMETERS THAT REFLECT THE ULTIMATE DEVELOPMENT CONDITION SHALL BE USED IN ALL ENGINEERING CALCULATIONS. K. ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE EMPLOYED IN A MANNER WHICH MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL AND BIOLOGICAL INTEGRITY OF RIVERS, STREAMS AND OTHER WATERS OF THE STATE. L. ANY PLAN APPROVED PRIOR TO JULY 1, 2014, THAT PROVIDES FOR STORMWATER MANAGEMENT THAT ADDRESSES ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS SHALL SATISFY THE FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS IF THE PRACTICES ARE DESIGNED TO (I) DETAIN THE WATER QUALITY VOLUME AND TO RELEASE IT OVER 48 HOURS; (II) DETAIN AND RELEASE OVER A 24-HOUR PERIOD THE EXPECTED RAINFALL RESULTING FROM THE ONE YEAR, 24-HOUR STORM; AND (III) REDUCE THE ALLOWABLE PEAK FLOW RATE RESULTING FROM THE 1.5, 2, AND 10-YEAR, 24-HOUR STORMS TO A LEVEL THAT IS LESS THAN OR EQUAL TO THE PEAK FLOW RATE FROM THE SITE ASSUMING IT WAS IN A GOOD FORESTED CONDITION, ACHIEVED THROUGH MULTIPLICATION OF THE FORESTED PEAK FLOW RATE BY A REDUCTION FACTOR THAT IS EQUAL TO THE RUNOFF VOLUME FROM THE SITE WHEN IT WAS IN A GOOD FORESTED CONDITION DIVIDED BY THE RUNOFF VOLUME FROM THE SITE IN ITS PROPOSED CONDITION, AND SHALL BE EXEMPT FROM ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS AS DEFINED IN ANY REGULATIONS PROMULGATED PURSUANT TO § 10.1-562 OR 10.1-570 OF THE ACT. M. FOR PLANS APPROVED ON AND AFTER JULY 1, 2014, THE FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS OF § 10.1-561 A OF THE ACT AND THIS SUBSECTION SHALL BE SATISFIED BY COMPLIANCE WITH WATER QUANTITY REQUIREMENTS IN THE STORMWATER MANAGEMENT ACT (§ 10.1-603.2 ET SEQ. OF THE CODE OF VIRGINIA) AND ATTENDANT REGULATIONS, UNLESS SUCH LAND-DISTURBING ACTIVITIES ARE IN ACCORDANCE WITH 4VAC50-60-48 OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) PERMIT REGULATIONS. N. COMPLIANCE WITH THE WATER QUANTITY MINIMUM STANDARDS SET OUT IN 4VAC50-60-66 OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) PERMIT REGULATIONS SHALL BE DEEMED TO SATISFY THE REQUIREMENTS OF MINIMUM STANDARD 19.P:\125048\pro 125048 TFC Poultry\Civil\Proplan\In Progress CAD Files\12504-8_TFC Poultry_{Current - County}.dwg, 1/12/2023 9:39:58 AM, RBoshart06/13/2022 S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS S S S S S S S S S S S S S S S S S S S S S S S S S S S S EX. GRAVEL PARKING AREA 30.00' R5.00' 2' GRAVEL (CRUSHER RUN) 2' GRAVEL (CRUSHER RUN)PEDESTRIAN & VEHICULAR GUARDRAIL (DESIGNED BY OTHERS) 24.00' 10.00' (TYP.)18.00' (TYP.) 8 ADA SIGN (TYP.) BUMPER BLOCK (TYP.) 8.00' SIDEWALK 5' SIDEWALK (TYP.) 5' TURN DOWN SIDEWALK T/P=MATCH EXISTING T/P=701.20 F/L=700.70 701 701T/P=703.06 T/P=MATCH EXISTING 702702R5.00' R5.00' MAX SLOPE IN ADA SPACES IS 2% IN ANY DIRECTION ENSURE POSITIVE DRAINAGE TOWARDS GRAVEL ADA SIGN (TYP.) 5.00' SIDEWALK DUAL SLIDE GATE RAMP R6.0' R27.0'CITY OF WINCHESTERFREDERICK COUNTYVDOT STD CG-2 R6.0' T/P=MATCH EXISTINGT/P=MATCH EXISTING MATCH NEW SIDEWALK TO EXISTING VAULT TOP 1.0' NOSEDOWN CURB 1.0' NOSEDOWN CURB 1.0' NOSEDOWN CURB FIRE LANE SIGN (TYP) FIRE LANE SIGN (TYP) FIRE LANE SIGN (TYP) VDOT STD CG-2 COPYRIGHT HELD BY VALLEY ENGINEERING, PLC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT FROM VALLEY ENGINEERING, PLC. 4901 CROWE DRIVE MOUNT CRAWFORD, VIRGINIA 22841 TELEPHONE (540) 434-6365 OR (800) 343-6365 FAX (540) 432-0685 www.valleyesp.com TFC POULTRY NORTH KENT STREET WINCHESTER, VA SHEET NO.: EXP./CLIENT No.: 12504-8 PROJECT No.: 12504-8 DATE: 05/19/2022 SCALE: C4.01 REVISIONS: 6/13/2022 - COUNTY COMMENTS 1050 1"=10' SITE PLAN TEMPORARY SEEDING (3.31) MULCHING (3.35) TS MU SILT FENCE (3.05)SF CE CONSTRUCTION ENTRANCE (3.02) TOP SOILING (3.30)TO PERMANENT SEEDING (3.32)PS EROSION CONTROL LEGEND TS MU X X X X X X X X X X X X X X X X X X X X TO PS NOTE: ALL LAND OUTSIDE ACTUAL CONSTRUCTION SHALL REMAIN IN AN UNDISTURBED NATURAL CONDITION OF SHALL BE LANDSCAPED. ALL DISTURBED OPEN SPACE AREAS SHALL BE BUILT UPON, PAVED, OR SEEDED AND LANDSCAPED. -110 TOTAL PARKING SPACES PROVIDED INCLUDING EXISTING GRAVEL LOT -5 ADA SPACED NEEDED -5 ADA SPACES PROVIDED P:\125048\pro 125048 TFC Poultry\Civil\Proplan\In Progress CAD Files\12504-8_TFC Poultry_{Current - County}.dwg, 1/12/2023 9:40:03 AM, RBoshart06/13/2022 S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S Ma Ag3' HIGH EVERGREEN HEDGE PER CODE SECTION {165-202.01(13)(a)} INTERIOR LANDSCAPE AREA = 232SF INTERIOR LANDSCAPE AREA = 481SF Bs (21) Gb COPYRIGHT HELD BY VALLEY ENGINEERING, PLC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT FROM VALLEY ENGINEERING, PLC. 4901 CROWE DRIVE MOUNT CRAWFORD, VIRGINIA 22841 TELEPHONE (540) 434-6365 OR (800) 343-6365 FAX (540) 432-0685 www.valleyesp.com TFC POULTRY NORTH KENT STREET WINCHESTER, VA SHEET NO.: EXP./CLIENT No.: 12504-8 PROJECT No.: 12504-8 DATE: 05/19/2022 SCALE: C4.02 REVISIONS: 6/13/2022 - COUNTY COMMENTS 1/23/2023 - CITY COMMENT 1050 1"=10' CODE REQUIRED LANDSCAPE PLAN FREDERICK COUNTY LANDSCAPE REQUIREMENTS: {§165-202.01} PERIMETER LANDSCAPING - PARKING LOTS NUMBER OF TREES REQUIRED: 1 PER 2000 SQ.FT. OF IMPERVIOUS AREA FOR THE FIRST 100,000 SF IMPERVIOUS AREA TOTAL: 100,000 SQ.FT (121,627 SQ.FT TOTAL)/ 2000 = 50 NUMBER OF TREES PROVIDED: THE EXISTING FORESTED AREA WITHIN THE SITE BOUNDARY HAS BEEN REVIEWED BY A LICENSED LANDSCAPE ARCHITECT AND A MINIMUM OF 50 TREES EXIST WITHIN THE PROJECT AREA THAT MEET THE INDIVIDUAL TREE STANDARDS AS REQUIRED BY THE ORDINANCE {§165-202.01(D)(13)(b)} INTERIOR LANDSCAPING - PARKING LOTS INTERIOR LANDSCAPING AREA REQUIRED (5% OF 6,371 SF): 319 SF INTERIOR LANDSCAPING AREA PROVIDED: 713 SF SHADE TREES REQUIRED: 1 PER 10 PARKING SPACES PARKING SPACES: 9 / 10 = 1.0 SHADE TREES NUMBER OF TREES PROVIDED: 2 NOTES: ·PER FCSA REGULATIONS, NO TREES OR SHRUBS SHALL BE PLACED ON FCSA EASEMENTS. ·ALL PLANTINGS WILL CONFORM TO REQUIREMENTS OUTLINED IN §165-203.01 TREE & SHRUB PLANT SCHEDULE SYM.QTY.COMMON NAME (Botanical Name)SIZE REMARKS Ag 1 AMUR MAPLE Acer ginnala 2.5" CALIPER B AND B, MULCH INDIVIDUALLY Ma 1 FLOWERING CRABAPPLE Malus (disease resistant)2.5" CALIPER B AND B, MULCH INDIVIDUALLY Gb 1 GINKGO Ginkgo Biloba 3" CALIPER B AND B, MULCH INDIVIDUALLY Bs 21 COMMON BOXWOOD Buxus sempervirens 36" HEIGHT TYPICAL TREE PLANTING DETAIL N.T.S. CUT BURLAP*, ROPE AND WIRE BASKET AWAY FROM TOP 2/3 AND SIDES OF ROOT BALL. DO NOT DISTURB OR BREAK BALL 4" TOPSOIL ARBOR TIE 3" WOOD STAKES (3 PER TREE) SAUCER AROUND TREE 12" (min) EQUAL EQUAL 6" (min) 12' (min) *IF SYNTHETIC MATERIAL IS USED, REMOVE ENTIRELY FROM BALL PLANTING SOIL MIXED WITH RESIDUE 1:1 RATIO TRUNK FLARE AND TOP OF ROOT BALL SHOULD BE AT GRADE IN WELL DRAINED SOIL, UP TO 4" ABOVE GRADE IN POORLY DRAINED SOILS SCARIFY SUBSOIL & LIGHTLY COMPACT 2" - 4" LAYER OF MULCH (NO MULCH AROUND TRUNK BASE) TYPICAL SHRUB PLANTING DETAIL N.T.S. SHRUB SCARIFY SUBSOIL & LIGHTLY COMPACT PLANTING SOIL MIXED WITH RESIDUE 1:1 RATIO CUT BURLAP, ROPE AND WIRE BASKET AWAY FROM TOP 2/3 AND SIDES OF ROOT BALL. DO NOT DISTURB OR BREAK BALL 6" (min) PLACE THIN LAYER OF SOIL TO COVER BALL SAUCER TOPSOIL AROUND SHRUB 3" MULCH (NO MULCH WITHIN 1" OF TRUNK) 4" TOP SOIL 01/23/2023 COPYRIGHT HELD BY VALLEY ENGINEERING, PLC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT FROM VALLEY ENGINEERING, PLC. 4901 CROWE DRIVE MOUNT CRAWFORD, VIRGINIA 22841 TELEPHONE (540) 434-6365 OR (800) 343-6365 FAX (540) 432-0685 www.valleyesp.com TFC POULTRY NORTH KENT STREET WINCHESTER, VA SHEET NO.: EXP./CLIENT No.: 12504-8 PROJECT No.: 12504-8 DATE: 05/19/2022 SCALE: C7.01 REVISIONS: 6/13/2022 - COUNTY COMMENTS --- AS SHOWN EROSION & SEDIMENT CONTROL DETAILS* When fiber mulch is the only available mulch during periods when straw should be used, apply at a minimum rate of 2000 lbs./ac. or 45 lbs./1000 sq. ft. Bark Chips or Shredded Bark Wood Chips Corn Stalks Fiber Mulch Straw or Hay MULCHES: 50 - 70 cu. yds. 4 - 6 tons 4 - 6 tons Free of coarse matter. Air-dried. Do not use in fine turf areas. Apply with mulch blower, chip handler, or by hand. Free of coarse matter. Air-dried. Treat with 12 lbs nitrogen per ton. Do not use in fine turf areas. Apply with mulch blower, chip handler, or by hand. Cut or shredded in 4 - 6" lengths. Air-dried. Do not use in fine turf areas. Apply with mulch blower or by hand. 1 - 2 cu. yds. 185 - 275 lbs. 185 - 275 lbs. Minimum 1500 lbs. Do not use as mulch for winter cover or during hot, dry periods.* Apply as slurry. 35 lbs. 1 1/2 - 2 tons (minimum 2 tons for winter cover) Free from weeds and coarse matter. Must be anchored. Spread with mulch blower or by hand. 70 - 90 lbs. Per Acre Per 1000 sq. ft.NOTES: RATES: ORGANIC MULCH MATERIALS AND APPLICATION RATES TABLE 3.35-A * Lime should always be applied in accordance with the results of a soil test, such as may be obtained through the soil testing laboratory at VPI&SU or through a reputable commercial laboratory. 4.6 4.0 4.8 5.0 5.2 5.4 5.6 5.8 6.0 6.2 Existing pH 155 200 125 120 105 90 70 55 40 20 Sandy Loam 210 250 180 140 120 100 80 65 55 35 Loam 230 300 205 160 140 125 105 85 70 40 Clay Loam Soil Texture TABLE 3.32-F LBS. OF GROUND AGRICULTURAL LIMESTONE* PER THOUSAND SQUARE FEET NEEDED TO CORRECT pH LEVEL OF ACID SOILS TO 6.5 CONSTRUCTION SEQUENCE 1.INSTALL PERIMETER E&S CONTROLS, SAFETY FENCE, INLET PROTECTION, ETC. AS THE FIRST STEPS IN GRADING ACTIVITIES. 2. EXISTING ENTRANCE TO ACT AS CONSTRUCTION ENTRANCE. THE EXISTING PAVEMENT SHALL BE SWEPT AND KEPT CLEAN OF ALL DEBRIS AND MUD. 3.GRADE THE SITE AS SHOWN ON THE PLANS. 4.AS PORTIONS OF SITE CONSTRUCTION COMPLETED, INSTALL PERMANENT SEEDING AND MULCH AT THE LOCATIONS INDICATED ON THESE PLANS. 5.ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION IN THE OPINION OF THE LOCAL E&S ADMINISTRATOR. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. PS MU SF CE PERMANENT SEEDING (SPEC. 3.32) CONTAINS PURE SEED GERM FALCON IV TALL FESCUE 30.00% (± 1%)MINIMUM 90.00% RENEGADE DT TALL FESCUE 30.00% (± 1%)MINIMUM 90.00% TRIBUTE II FESCUE 30.00% (± 1%)MINIMUM 90.00% ROCKSTAR KENTUCKY BLUEGRASS10.00% (± 1%)MINIMUM 85.00% OTHER CROP SEEDS LESS THAN 0.10% INERT MATTER LESS THAN 0.50% WEED SEEDS 0.00% NOXIOUS WEED SEEDS 0.00% 200-250 LBS/ACRE ANNUAL RYEGRASS (LOLIUM MULTI-FLORUM) CEREAL (WINTER) RYE (SECALE CEREALE) ANNUAL RYEGRASS (LULIUM MULTI-FLORUM) GERMAN MILLET (SETARIA ITALICA) TEMPORARY SEEDING PLANTING DATES: SPECIES RATE IN LBS. PER ACRE SEPT. 1 - FEB. 15 FEB. 16 - APR. 30 MAY 1 - AUG. 31 60 - 100lbs. / acre 50 -100 lbs. / acre 50lbs. / acre 100% 100% 50% 50% SAF P:\125048\pro 125048 TFC Poultry\Civil\Proplan\In Progress CAD Files\12504-8_TFC Poultry_{Current - County}.dwg, 1/12/2023 9:40:13 AM, RBoshart06/13/2022 COPYRIGHT HELD BY VALLEY ENGINEERING, PLC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT FROM VALLEY ENGINEERING, PLC. 4901 CROWE DRIVE MOUNT CRAWFORD, VIRGINIA 22841 TELEPHONE (540) 434-6365 OR (800) 343-6365 FAX (540) 432-0685 www.valleyesp.com TFC POULTRY NORTH KENT STREET WINCHESTER, VA SHEET NO.: EXP./CLIENT No.: 12504-8 PROJECT No.: 12504-8 DATE: 05/19/2022 SCALE: C7.02 REVISIONS: 6/13/2022 - COUNTY COMMENTS --- AS SHOWN DETAILS NOTES: 1) CURB AND SIDEWALK TO BE CAST-IN-PLACE USING CLASS A-3 CONCRETE 2) THE VDOT STONE BASE OF 21-A SHALL BE COMPACTED TO 95% MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D698. WHERE GENERAL SITE CONCRETE IS NOT OTHERWISE DETAILED, THE FOLLOWING SHALL APPLY: 1) ALL WORK SHALL BE IN ACCORDANCE WITH ACI-318 (CURRENT EDITION) AS WELL AS ACI-305 (HOT WEATHER CONCRETING) AND ACI-306 (COLD WEATHER CONCRETING) AS APPLICABLE. 2) JOINT SPACING SHALL NOT EXCEED 25 TIMES THE CONCRETE PAVEMENT THICKNESS WITH A MAXIMUM SPACING OF 15 FEET. JOINTS SHALL BE PLACED TO CREATE SQUARE PANELS WHERE POSSIBLE, WITH A 112 TO 1 MAXIMUM PANEL RATIO. 3) PROVIDE ISOLATION JOINTS AT BUILDINGS, STORM STRUCTURES, ETC. JOINTS SHALL EXTEND THE FULL DEPTH OF CONCRETE. 4" SIDEWALK 4" VDOT #21-A STONE(COMPACTED) 1/4":1' 6.0' TYPICAL SIDEWALK DETAIL N.T.SXXXXXX X X X X X Notes: 1.21-B Crushed Aggregate, Base Type 1, shall be compacted according to VTM-01 or ASTM D698 and moisture controlled to 20% of the optimum moisture content. 2.Subgrade shall be compacted according to VTM-01 or ASTM D698 and moisture controlled to 20% of the optimum moisture content. SUBGRADE 8" 21-B 2" SM-12.5 LIGHT DUTY PAVEMENT SECTION (SHADE AREA) - N.T.S. PROVIDE SIGN AT ALL HANDICAPPED PARKING STALLS INDICATED ON SITE PLAN. ENSURE SIGN DETAILS AND INSTALLATION ARE IN ACCORDANCE WITH THE 2003 VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND THE 1998 ICC-A117.1. VERIFY REQUIREMENTS WITH LOCAL AUTHORITIES HAVING JURISDICTION. 8" DIA. X 24" DEEP CONC. FOOTING GRADE 3" DIA. ALUM OR HOT DIPPED GALV STEEL PIPE COLUMN. EMBED. 18" INTO CONC FOOTING TO BE DISPLAYED AT SPACES NOTED ON THE SITE PLAN. METAL SIGN, BOLT TO PIPE COLUMN WHITE LETTERS & SYMBOL ON BLUE BACKGROUND 12" MIN. NOT TO SCALE HANDICAPPED USE SIGN HANDICAPPED PARKING STRIPING DETAILS NOT TO SCALE VAN ACCESSIBLE PARKING ONLY PENALTY $100-$500 FINE TOW-AWAY ZONE 6"NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE, THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN AND SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED, STANDARD CG-3 IS REQUIRED. STANDARD CG-2 N.T.S. 6" R2"4" SEE NOTE 4 HANDICAP SYMBOL DETAIL NOT TO SCALE P:\125048\pro 125048 TFC Poultry\Civil\Proplan\In Progress CAD Files\12504-8_TFC Poultry_{Current - County}.dwg, 1/12/2023 9:40:18 AM, RBoshart06/13/2022