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Home My WebLink AboutWPO200600036 Plan - E&S Erosion Control Plan 2006-05-15Location Map Scale: 1"=2000' Standards and Sviecifications EROSION & SEDIMENT CONTROL PLAN Prepared a a >•; The Dovetail Companies 1550 Timothy oa r 201 Georgia tele: 706-357-9100 contact: Larry Watkini Iv r o CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE,'t tele: 434.979.752.2 fax: ,. CURRENT DEVELOPMENT PLANNER - CURRENT DEVELOPMENT ENGINEER FIRE OFFICER ALBEMARLE COUNTY SERVICE AUTHORITY BUILDING OFFICIAL ARCHITECTURAL REVIEW BOARD VIRGINIA DEPARTMENT OF TRANSPORTATION ALBEMARLE COUNTY GENERAL NOTES FOR PUBLIC ROADS: 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF ENGINEERING (296-5861) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 3. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 4. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 5. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 6. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL), WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. 7. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY VDOT. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. THE CONTRACTOR SHALL FIELD VERIFY THE LENGTH OF ALL STORM DRAINAGE PIPE, 8. GUARDRAIL LOCATIONS ARE APPROXIMATE, EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD DETERMINED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF VDOT, THE DIRECTOR OF ENGINEERING, OR THE DIRECTORS DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 9. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A,B OR C). 10. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. 11. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED TO STABILIZE A DRAINAGE CHANNEL WHEN, IN THE OPINION OF VDOT, THE DIRECTOR OF ENGINEERING, OR THE DIRECTORS DESIGNEE, IT IS DEEMED NECESSARY. 12. A MINIMUM CLEAR ZONE OF TEN (10) FEET FROM THE EDGE OF PAVEMENT SHALL BE MAINTAINED ON ALL RESIDENTIAL SUBDIVISION STREETS. ADDITIONAL CLEAR ZONE MAY BE REQUIRED DEPENDING ON THE CATEGORY OF ROAD DESIGN. 13. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. THE CROSS SLOPE SHALL BE MAINTAINED AS SHOWN ON THE PLANS, EXCEPTIONS WILL NOT BE ALLOWED. IOB SITE DURING THE INITIAL PIPE INSTALLATION. GENERAL CONTRACTOR NOTES: 1. ';-HE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, 'vSPECTIONS, BONDS AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH LOCAL 'ND STATE POLICY. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A 'E.RM!T FOR SAID CONSTRUCTION SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF -TRANSPORTATION (HEREAFTER ABBREVIATED VDOT), WHERE ANY DISCREPANCIES OCCUR, THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. i r-iE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING SITE SURVEY, THE CONTRACTOR SHALL ALSO VERIFY ALL DIMENSIONS, SITE CONDITIONS, AND MATERIAL SPECIFICATIONS AND SHALL NOTIFY THE OWNER AND ENGINEER CF ;ANY ERRORS, OMISSIONS OR DISCREPANCIES BEFORE COMMENCING OR PROCEEDING WITH ;f,'CJRK. 3. DEVIATIONS FROM OR CHANGES TO THESE PLANS WILL NOT BE ALLOWED UNLESS APPROVED. BY THE ENGINEER/LANDSCAPE ARCHITECT, 4, THESE PLANS DO NOT GUARANTEE THE EXISTENCE OR NON-EXISTENCE OF UNDERGROUND UTILITIES. PRIOR TO ANY CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL VERIFY i HE EXISTENCE AND LOCATION OF, OR THE NON-EXISTENCE OF, UNDERGROUND UTILITIES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-70(01). 5. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UTILITIES SUFI ICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF NECESSARY. THE EXISTENCE AND/OR LOCATION OF UTILITIES SHOWN ON THESE PLANS MAY BE ONLY APPROXIMATELY CORRECT AND THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN HEREON AND ANY OTHER EXISTING UTILITIES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. IF A UTILITY IS DAMAGED DURING CONSTRUCTION, STOP WORK IMMEDIATELY AND NOTIFY THE ENGINEER. 6. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR IOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, i;4'iLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL AND ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LABILITY ARISING FROM "-THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER". 7. RELOCATION OF ANY EXISTING UTILITIES SHALL BE AT THE OWNER'S EXPENSE AND COMPLETED WITH THE SITE WORK. THE DEVELOPER SHALL BE NOTIFIED AS TO THE RELOCATIONS REQUIRED PRIOR TO THE START OF CONSTRUCTION. ADEQUATE AS -BUILT RECORDS OF ADJUSTMENTS WILL BE MAINTAINED BY THE CONTRACTOR. 8. EIEFORE BURNING, BLASTING, OR TRANSPORTATION OR STORAGE OF EXPLOSIVES, THE (;ONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS. 9, UNLESS OTHERWISE SPECIFIED, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ROCK EILASTING, RIPPING, EXCAVATION, TRANSPORTATION, PLACEMENT, COMPACTION, EXPLORATION AND DISPOSAL. 10. ;'.LL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION LIMITS OF PAVEMENT, BUILDINGS AND WALL AREAS. 11, THE CONTRACTOR SHALL ADEQUATELY PROTECT EQUIPMENT, MATERIALS, AND COMPLETED WORK FROM THEFT AND VANDALISM. THE OWNER IS NOT RESPONSIBLE FOR THE LOSS OF ANY MATERIAL STORED AT THE SITE. 12. ANY DAMAGE TO EXISTING PHYSICAL FEATURES (WALKS, LIGHTS, TRI=ES, SHRUBS, ETC.) SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. REPAIRS OR REPLACEMENT SHALL BE MADE AS NECESSARY AT NO COST TO THE OWNER. CONNECTION TO THE ELECTRIC ME FER FOR THE PROPOSED BUILDING. THE TELEPHONE AND CABLE TV COMPANIES WILL PERFORM THEIR OWN WORK UP TO THE BUILDING. 28, ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGE DITCH OR DRAINAGE OUTFALL. PIPE SHALL BE 6 -INCH MINIMUM DIAMETER AND CONFORM TO VDOT STANDARDS SB -1. NOTIFY ENGINEER IN ALL CA,3ES. 29. UNLESS OTHERWISE SPECIFIED, FINISH GRADES AT BUILDING SHALL BE A MINIMUM OF 6 -INCHES BELOW GROUND FLOOR INTERIOR FINISH FLOOR ELEVATION (FFE). GRADES SHALL SLOPE A MINIMUM OF 5% AWAY FROM STRUCTURES TO A POINT WHERE EITHER PROPOSED/EXISTING GRADES. A DITCH OR OTHER MEADS OF ADEQUATE CONVEYANCE CHANNELS SHALL COLLECT AND DIRECT RUN-OFF AWAY FROM THE STRUCTURES. 30. THE CONTRACTOR SHALL BE RESf`ONSIBLE FOR PERFORMING AN INDEPENDENT EARTHWORK/ GRADING ESTIMATE WHICH WILL SERVE AS THE BASIS OF ALL CONTRACTUAL OBLIGATIONS BETWEEN THE CONTRACTOR AND 'ONNER. OWNER TO NOTIFY ENGINEER OF THE OUTCOME OF CONTRACTOR'S ESTIMATE. 31. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY ADDITIONAL FILL MATERIAL THAT MAY BE NECESSARY IN THE COURSE OF CONSTRUCTION AND SHALL BE RESPONSIBLE FOR THE DISPOSAL OF ANY EXCESS MATERIAL FROM THE SITE, ANY SUCH EARTH -MOVING ACTIVITY IS SUBJECT TO THE APPROVAL OF THE OWNER AND ENGINEER. SITE CONSTRUCTION 1. UPON COMPLETION OF FINE GRADING; AND PREPARATION OF THE PAVEMENT SUBGRADE, CBR TESTS SHALL BE PERFORMED ON THE SUBGRADE SOIL. IF A SUBGRADE SOIL SUPPORT VALUE OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE ENGINEER. 2. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION LIMITS OF PAVED AREAS. 3. CONSTRUCTION DEBRIS SHALL BE CONTAINERIZED IN ACCORDANCE WITH THE VIRGINIA LITTER CONTROL ACT. NO LESS THAN ONE LITTER RECEPTACLE SHALL BE PROVIDED AT THE CONSTRUCTION SITE, 4. STEPS FOR INGRESS AND EGRESS IN ALL DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE WITH VDOT STANDARD ST -1, ALL DRAINAGE INLETS SHALL HAVE A 2 -INCH LOCAL DEPRESSION. 5. ALL CURB INLETS SHALL HAVE A 2 -INCH LOCAL DEPRESSION AT THIER THROAT TO PROMOTE POSITIVE DRAINAGE TO THE INLET. ALL YARD INLET RIM ELEVATIONS SHOWN ARE APPROXIMATE. FINAL ELEVATIONS SHOULD BE DETERMINED AFTER FINAL GRADING AT THE TIME OF FINAL ACCEPTANCE OF THE PROJECT. 6. STORM DRAIN PIPE LENGTHS SHOWN) ON PLANS ARE MEASURED TO THE CENTER OF THE CONNECTING STORM DRAIN STRUCTURES. PIPE LENGTHS INCLUDE STANDARD VDOT END SECTIONS WHERE APPLICABLE, 7. STORM DRAIN TOP ELEVATIONS SHOWN ON PLANS ARE TAKEN AT THE CENTER OF THE INLET BOX. 8. UNLESS OTHERWISE NOTED, ALL ROOF DRAINS SHALL BE TIED INTO EXISTING AND/OR PROPOSED SEWERAGE SYSTEMS. COORDINATE INTERGRATION OF SYSTEM WITH ENGINEER AND SITE CONTRACTOR PRIOR TO CONSTRUCTION. 9, ALL PAVEMENT MARKINGS TO BE REFLECTORIZED. ALL PAVEMENT MARKINGS SHALL MEET THE LATEST VDOT SPECIFICATIONS AND SHALL BE IN ACCORDANCE WITH MUTCD STANDARDS, LATEST EDITION. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING OR HIS DESIGNEE, THEY RE DEEMED NECESSARY IN ORDER .(.O PROVIDE SAFE AND CONVENIENT ACCESS. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION. SEE SHEET 4 -GRADING AND UTILITIES PLAN FOR RIVANNA WATER & SEWE GENERAL WATER & SANITARY SEWER NOTES, DATED AUGUST 2006 `+NSA) SANITARY SEWER AND WATER MAIN CONSTRUCTION 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVIj_.r: INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIF"11,,IG TI-; " ; 'YAR E-RVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPkDS&. P'O' ARIE NOT NECESSARILY SHOWN ON THE PLANS AND. WHERE SHOWN, ARE ONLY AP-,: THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUNT `_` AND STRUCTURES AS NECESSARY, 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURS'.'.:',\IT FDO -ION' OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTILD BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4, DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" lo 8','!0-552-7001), 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF COVEF �,CASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF THE PIPE. THIS INCLUDE`=: "_ FIRE HYDRANT LINES, SERVICE LATERALS, AND WATER LINES, ETC. T ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE 0- P DADSIDE DITCHES, 8, VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RE -,-.?''.INT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACT .'i THE FIELD, A MARKUP SET OF PLANS SHALL BE PROVIDED TO THE OWNER OR HIS REP(;'_. "ITATIVE TO SERVE AS THE BASIS FOR THE FINAL AS -BUILT PLANS. THE DATA RECORDED SHk,; t�E IN ACCORDANCE WITH THE REQUIREMENTS AS SPECIFIED IN THE A.C.S.A. AS -BUILT PLAN CHE;s:I.iST, LATEST EDITION. 10. ALL WATER MAINS SHALL BE CLASS 52, DUCTILE IRON PIPE UNLESS OTHEI>>.SE NOTED. 11. BEFORE FINAL RELEASE OF WATER METERS, PRIVATE FIRE LINES MUST BE-11:6:4PORARILY SHUT OFF TO PROVE DOMESTIC CONNECTIONS HAVE BEEN PROPERLY MADE. 12. 95% COMPACTION REQUIRED ON ALL PIPE CONSTRUCTION IN FILL AREAS. ITEM `° EXISTING BENCH MARK FH PROPERTY / RIGHT OF WAY LINE USE CODE: 230 SETBACK LINE - CONTOUR ----- TRIMS PER DAY (ITE): 5.86 TRIPS PER UNIT LP BUILDING p/ PAVEMENT TOTAL NUMBER OF UNITS: 300 WATER MAIN _W_ ___ _W_ - WATER VALVE TW TOTAL TRIPS PER DAY (ADT): 1758 (300 X 5.86) - - - - - - SANITARY SEWER riBCT INLET ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES: MANHOLE - - - UTILITY POLE BS TELEPHONE PEDESTAL 3e REQUIRED SIGNS (STOP, STREET NAME, SPEED LIMIT SIGNS, ETC.) ARE TO BE FURNISHED 13. ALL TURF AREAS THAT ARE IMPACTED OR DISTURBED BY CONTRACTOR VEHICLES, 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF- INCLUDING NCLUDING BITUMINOUS PAVEMENTS . }nls. INSTALLED BY THE DEVELOPER PRIOR TO ACCEPTANCE SIGNS AND THEIR INSTALLATION CONCRETE PAVEMENT EQUIPMENT DR ACTIVITY SHALL BE REPAIRED, REGRADED, AND RESEEDED IMMEDIATELY. CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA `SHALL CONFORM TO "ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING 4b GAS LINE DEPARTMENT OF TRANSPORTATION (VDOT), THIS PLAN AS DRAWN MAY NOT ACCURATEL. 4c ORDINANCE AND MANUALx AND THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL 14, THE CONTRACTOR'S WORK SCHED )LE SHALL BE COORDINATED WITH THE OWNER AND THE REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE GRADING AND UTILITY PLAN -RETENTION POND- " EVICES. THE LOCATIONS OF ALL SIGNS ARE SHOWN ON THE PLANS. THE DEVELOPER SHALL BUILDING CONTRACTOR. REQUIREMENTS OF THE PERMIT SHALL GOVERN. 'E RE-SPONSiBLE FOR MAINTENANCE OF THE SIGNS UNTIL THE ROADS HAVE BEEN ACCEPTED 5a 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL 5b ''TO THE STATE SECONDARY ROAD SYSTEM. THE SPEED LIMITS TO BE POSTED ON SPEED 1.5. PARKING FOR THE CONTRACTOR'S VEHICLES SHALL BE COORDINATED THROUGH THE OWNER, �OR CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS SANITARY SEWER PROFILES- MAIN D „N;;T ^iC;NS ARE TO BE DETERMINED BY VDOT PRIOR TO ACCEPTANCE. THE SPEED LIMIT IS THE OWNER IS NOT RESPONSIBLE THE LOSS OF ANY MATERIAL STORED AT THE SITE. 'VILL 6a ;'O Bt: POSTED 5MPH BELOW THE DESIGN SPEED. 6b PARKING OF EMPLOYEE VEHICLES BE ACCOMMODATED AT THE SITE. OTHERWISE NOTED. 6c WATERLINE PROFILES WL -6, WL -7, WL -8, & WL -9 6d '"'' � f3AF PLAN APPROVAL IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE 22, AN APPROVED SET OF PLANS AND ALL APPLICABLE PERMITS MUST BE MAINTAINED AND 3, EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE ' -i NA.-- LAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN 7d MADE AVAILABLE AT THE CONSTRMCITiON SITE BY THE CONTRACTOR, WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO 7c STORMWATER MANAGEMENT PLAN -PARKING LOT D 7d ANY CLEARING, GRADING OR OTHER CONSTRUCTION. STORMWATER MANAGEMENT PLAN -RETENTION PONE) APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 23, THE CONTRACTOR SHALL PERFOR'i ALL WORK USING THE DIMENSIONS SHOWN ON THESE 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.OTHER 16. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED 8a PLANS. THE CONTRACTOR SHALL iOT USE SCALES, RULERS, DIVIDERS, MAP WHEELS OR THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY 8b BY THE DEVELOPER WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE STORM SEWER LINES D AND D1 MEASURING DEVICES TO DETERMINE SPATIAL RELATIONSHIPS ON THESE DRAWINGS, OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. STORM SEWER LINES D2, D3, D4, D5, D6, E, E1, AND F- DIRECTORS DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND 24. THE CONTRACTOR SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES 9a C;OIVVENlENT ACCESS. g 38 EROSION,:& SEDIMENT CONTROL PHASE:3 EROSION„& -go 39 -SEDIMENT. CONTROL PHASE.4 IN THE AREA OF PROPOSED EXCA'lATION OR BLASTING AT LEAST TWO WORKING DAYS, BUT 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE 17. '.!SE VDOT STANDARD CD -1 OR CD -2 UNDERDRAINS UNDER THE SUBBASE MATERIAL AT NOT MORE THAN TEN WORKING DAYS, PRIOR TO COMMENCEMENT OF EXCAVATION OR OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTORS 42" EROSION AND SEDIMENT CONTROL 'DETAILS 11 DEMOLITION. DESIGNEE, ITIS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. -12 ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS. ROAD DETAILS 12a 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM 18. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT 25. CONTRACTOR EXCLUDES THE COSI- OF ANY SITE OR OTHER TRASH COMPACTORS. -14 ARE DEEIv1ED INACCESSIBLE TO VDOT INSPECTIONS AND ARE TO BE ACCEPTED INTO VDOT'S 15 CONCRETE PAD IS INCLUDED PER :)'ITE PLAN BUT ELECTRIC IS EXCLUDED. TRAFFIC CONTROL DEVICES. r" TENANCE PROGRAM AND OWNERSHIP. THE VIDEO INSPECTION SHALL BE CONDUCTED 16 UTILITY DETAILS s ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT 26. THE POWER COMPANY WILL PERFCiRM ITS OWN SITE WORK UP TO AND INCLUDING THE 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE /",.ND/OR COUNTY INSPECTOR PRESENT. IN ADDITION, IF HIGH-DENSITY POLYETHYLENE (HDPE) CONNECTION TO THE ELECTRIC M[ TERS THAT ARE MOUNTED ON THE BUILDINGS AT A SINGLE PIPE - CLASS III. 18 -'E OR PIPE SYSTEM IS INSTALLED, THE CONTRACTOR AND A REPRESENTATIVE FROM THE LAN CAPE, HARDSCAPE AND LIGHTING SHEETS PREPARED BY ROBINSON FISHER KOONS (ATTACHED) LOCATION. THE TELEPHONE AND C!1BLE TV COMPANIES WILL PERFORM THEIR OWN SITE 8, ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH LANDSCAPE SITE PLAN . PIPE MANUFACTURER SHOULD HOLD A PRECONSTRUCTION MEETING FOR INSTALLATION WORK UP TO A SINGLE BOX ON Er=1C,H BUILDING, OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926), TRAINING. THE PIPE MANUFACTURER SHOULD SPEND A MINIMUM OF TWO HOURS ON THE 27 ,�•- �-• THE POWER COMPANY WILL PE, `ORM ITS OWN WORK UP TO AND INCLUDING THE ALBEMARLE COUNTY GENERAL NOTES FOR PUBLIC ROADS: 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF ENGINEERING (296-5861) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 3. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 4. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 5. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 6. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL), WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. 7. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY VDOT. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. THE CONTRACTOR SHALL FIELD VERIFY THE LENGTH OF ALL STORM DRAINAGE PIPE, 8. GUARDRAIL LOCATIONS ARE APPROXIMATE, EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD DETERMINED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF VDOT, THE DIRECTOR OF ENGINEERING, OR THE DIRECTORS DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 9. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A,B OR C). 10. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. 11. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED TO STABILIZE A DRAINAGE CHANNEL WHEN, IN THE OPINION OF VDOT, THE DIRECTOR OF ENGINEERING, OR THE DIRECTORS DESIGNEE, IT IS DEEMED NECESSARY. 12. A MINIMUM CLEAR ZONE OF TEN (10) FEET FROM THE EDGE OF PAVEMENT SHALL BE MAINTAINED ON ALL RESIDENTIAL SUBDIVISION STREETS. ADDITIONAL CLEAR ZONE MAY BE REQUIRED DEPENDING ON THE CATEGORY OF ROAD DESIGN. 13. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. THE CROSS SLOPE SHALL BE MAINTAINED AS SHOWN ON THE PLANS, EXCEPTIONS WILL NOT BE ALLOWED. IOB SITE DURING THE INITIAL PIPE INSTALLATION. GENERAL CONTRACTOR NOTES: 1. ';-HE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, 'vSPECTIONS, BONDS AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH LOCAL 'ND STATE POLICY. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A 'E.RM!T FOR SAID CONSTRUCTION SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF -TRANSPORTATION (HEREAFTER ABBREVIATED VDOT), WHERE ANY DISCREPANCIES OCCUR, THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. i r-iE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING SITE SURVEY, THE CONTRACTOR SHALL ALSO VERIFY ALL DIMENSIONS, SITE CONDITIONS, AND MATERIAL SPECIFICATIONS AND SHALL NOTIFY THE OWNER AND ENGINEER CF ;ANY ERRORS, OMISSIONS OR DISCREPANCIES BEFORE COMMENCING OR PROCEEDING WITH ;f,'CJRK. 3. DEVIATIONS FROM OR CHANGES TO THESE PLANS WILL NOT BE ALLOWED UNLESS APPROVED. BY THE ENGINEER/LANDSCAPE ARCHITECT, 4, THESE PLANS DO NOT GUARANTEE THE EXISTENCE OR NON-EXISTENCE OF UNDERGROUND UTILITIES. PRIOR TO ANY CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL VERIFY i HE EXISTENCE AND LOCATION OF, OR THE NON-EXISTENCE OF, UNDERGROUND UTILITIES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-70(01). 5. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UTILITIES SUFI ICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF NECESSARY. THE EXISTENCE AND/OR LOCATION OF UTILITIES SHOWN ON THESE PLANS MAY BE ONLY APPROXIMATELY CORRECT AND THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN HEREON AND ANY OTHER EXISTING UTILITIES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. IF A UTILITY IS DAMAGED DURING CONSTRUCTION, STOP WORK IMMEDIATELY AND NOTIFY THE ENGINEER. 6. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR IOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, i;4'iLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL AND ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LABILITY ARISING FROM "-THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER". 7. RELOCATION OF ANY EXISTING UTILITIES SHALL BE AT THE OWNER'S EXPENSE AND COMPLETED WITH THE SITE WORK. THE DEVELOPER SHALL BE NOTIFIED AS TO THE RELOCATIONS REQUIRED PRIOR TO THE START OF CONSTRUCTION. ADEQUATE AS -BUILT RECORDS OF ADJUSTMENTS WILL BE MAINTAINED BY THE CONTRACTOR. 8. EIEFORE BURNING, BLASTING, OR TRANSPORTATION OR STORAGE OF EXPLOSIVES, THE (;ONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS. 9, UNLESS OTHERWISE SPECIFIED, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ROCK EILASTING, RIPPING, EXCAVATION, TRANSPORTATION, PLACEMENT, COMPACTION, EXPLORATION AND DISPOSAL. 10. ;'.LL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION LIMITS OF PAVEMENT, BUILDINGS AND WALL AREAS. 11, THE CONTRACTOR SHALL ADEQUATELY PROTECT EQUIPMENT, MATERIALS, AND COMPLETED WORK FROM THEFT AND VANDALISM. THE OWNER IS NOT RESPONSIBLE FOR THE LOSS OF ANY MATERIAL STORED AT THE SITE. 12. ANY DAMAGE TO EXISTING PHYSICAL FEATURES (WALKS, LIGHTS, TRI=ES, SHRUBS, ETC.) SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. REPAIRS OR REPLACEMENT SHALL BE MADE AS NECESSARY AT NO COST TO THE OWNER. CONNECTION TO THE ELECTRIC ME FER FOR THE PROPOSED BUILDING. THE TELEPHONE AND CABLE TV COMPANIES WILL PERFORM THEIR OWN WORK UP TO THE BUILDING. 28, ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGE DITCH OR DRAINAGE OUTFALL. PIPE SHALL BE 6 -INCH MINIMUM DIAMETER AND CONFORM TO VDOT STANDARDS SB -1. NOTIFY ENGINEER IN ALL CA,3ES. 29. UNLESS OTHERWISE SPECIFIED, FINISH GRADES AT BUILDING SHALL BE A MINIMUM OF 6 -INCHES BELOW GROUND FLOOR INTERIOR FINISH FLOOR ELEVATION (FFE). GRADES SHALL SLOPE A MINIMUM OF 5% AWAY FROM STRUCTURES TO A POINT WHERE EITHER PROPOSED/EXISTING GRADES. A DITCH OR OTHER MEADS OF ADEQUATE CONVEYANCE CHANNELS SHALL COLLECT AND DIRECT RUN-OFF AWAY FROM THE STRUCTURES. 30. THE CONTRACTOR SHALL BE RESf`ONSIBLE FOR PERFORMING AN INDEPENDENT EARTHWORK/ GRADING ESTIMATE WHICH WILL SERVE AS THE BASIS OF ALL CONTRACTUAL OBLIGATIONS BETWEEN THE CONTRACTOR AND 'ONNER. OWNER TO NOTIFY ENGINEER OF THE OUTCOME OF CONTRACTOR'S ESTIMATE. 31. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY ADDITIONAL FILL MATERIAL THAT MAY BE NECESSARY IN THE COURSE OF CONSTRUCTION AND SHALL BE RESPONSIBLE FOR THE DISPOSAL OF ANY EXCESS MATERIAL FROM THE SITE, ANY SUCH EARTH -MOVING ACTIVITY IS SUBJECT TO THE APPROVAL OF THE OWNER AND ENGINEER. SITE CONSTRUCTION 1. UPON COMPLETION OF FINE GRADING; AND PREPARATION OF THE PAVEMENT SUBGRADE, CBR TESTS SHALL BE PERFORMED ON THE SUBGRADE SOIL. IF A SUBGRADE SOIL SUPPORT VALUE OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE ENGINEER. 2. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION LIMITS OF PAVED AREAS. 3. CONSTRUCTION DEBRIS SHALL BE CONTAINERIZED IN ACCORDANCE WITH THE VIRGINIA LITTER CONTROL ACT. NO LESS THAN ONE LITTER RECEPTACLE SHALL BE PROVIDED AT THE CONSTRUCTION SITE, 4. STEPS FOR INGRESS AND EGRESS IN ALL DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE WITH VDOT STANDARD ST -1, ALL DRAINAGE INLETS SHALL HAVE A 2 -INCH LOCAL DEPRESSION. 5. ALL CURB INLETS SHALL HAVE A 2 -INCH LOCAL DEPRESSION AT THIER THROAT TO PROMOTE POSITIVE DRAINAGE TO THE INLET. ALL YARD INLET RIM ELEVATIONS SHOWN ARE APPROXIMATE. FINAL ELEVATIONS SHOULD BE DETERMINED AFTER FINAL GRADING AT THE TIME OF FINAL ACCEPTANCE OF THE PROJECT. 6. STORM DRAIN PIPE LENGTHS SHOWN) ON PLANS ARE MEASURED TO THE CENTER OF THE CONNECTING STORM DRAIN STRUCTURES. PIPE LENGTHS INCLUDE STANDARD VDOT END SECTIONS WHERE APPLICABLE, 7. STORM DRAIN TOP ELEVATIONS SHOWN ON PLANS ARE TAKEN AT THE CENTER OF THE INLET BOX. 8. UNLESS OTHERWISE NOTED, ALL ROOF DRAINS SHALL BE TIED INTO EXISTING AND/OR PROPOSED SEWERAGE SYSTEMS. COORDINATE INTERGRATION OF SYSTEM WITH ENGINEER AND SITE CONTRACTOR PRIOR TO CONSTRUCTION. 9, ALL PAVEMENT MARKINGS TO BE REFLECTORIZED. ALL PAVEMENT MARKINGS SHALL MEET THE LATEST VDOT SPECIFICATIONS AND SHALL BE IN ACCORDANCE WITH MUTCD STANDARDS, LATEST EDITION. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING OR HIS DESIGNEE, THEY RE DEEMED NECESSARY IN ORDER .(.O PROVIDE SAFE AND CONVENIENT ACCESS. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION. SEE SHEET 4 -GRADING AND UTILITIES PLAN FOR RIVANNA WATER & SEWE GENERAL WATER & SANITARY SEWER NOTES, DATED AUGUST 2006 `+NSA) SANITARY SEWER AND WATER MAIN CONSTRUCTION 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVIj_.r: INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIF"11,,IG TI-; " ; 'YAR E-RVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPkDS&. P'O' ARIE NOT NECESSARILY SHOWN ON THE PLANS AND. WHERE SHOWN, ARE ONLY AP-,: THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUNT `_` AND STRUCTURES AS NECESSARY, 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURS'.'.:',\IT FDO -ION' OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTILD BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4, DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" lo 8','!0-552-7001), 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF COVEF �,CASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF THE PIPE. THIS INCLUDE`=: "_ FIRE HYDRANT LINES, SERVICE LATERALS, AND WATER LINES, ETC. T ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE 0- P DADSIDE DITCHES, 8, VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RE -,-.?''.INT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACT .'i THE FIELD, A MARKUP SET OF PLANS SHALL BE PROVIDED TO THE OWNER OR HIS REP(;'_. "ITATIVE TO SERVE AS THE BASIS FOR THE FINAL AS -BUILT PLANS. THE DATA RECORDED SHk,; t�E IN ACCORDANCE WITH THE REQUIREMENTS AS SPECIFIED IN THE A.C.S.A. AS -BUILT PLAN CHE;s:I.iST, LATEST EDITION. 10. ALL WATER MAINS SHALL BE CLASS 52, DUCTILE IRON PIPE UNLESS OTHEI>>.SE NOTED. 11. BEFORE FINAL RELEASE OF WATER METERS, PRIVATE FIRE LINES MUST BE-11:6:4PORARILY SHUT OFF TO PROVE DOMESTIC CONNECTIONS HAVE BEEN PROPERLY MADE. 12. 95% COMPACTION REQUIRED ON ALL PIPE CONSTRUCTION IN FILL AREAS. ITEM `° EXISTING BENCH MARK FH PROPERTY / RIGHT OF WAY LINE W SETBACK LINE - CONTOUR ----- INDEX CONTOUR LP BUILDING p/ PAVEMENT TS WATER MAIN _W_ ___ _W_ - WATER VALVE TW STORM SEWER - - - - - - SANITARY SEWER riBCT INLET 3c MANHOLE - - - UTILITY POLE BS TELEPHONE PEDESTAL 3e OVERHEAD TELEPHONE LAYOUT AND DIMENSION PLAN -PARKING LOT E EASEMENT BITUMINOUS PAVEMENTS F ------------------------I CONCRETE PAVEMENT ---------- ------------------------I L ----------------------- U CURB CURB WITH GUTTER 4b GAS LINE ------------------------- -G- - -G- - DRAINAGE AREA DELINEATION SWALE/DITCH RIP RAP STORM DRAIN IDENTIFIER SANITARY SEWER IDENTIFIER UNDERGROUND ELECTRIC LINE -UGE - - --UGE - OVERHEAD ELECTRIC LINE -©HE- - -OHE- UNDERGROUND TELEPHONE LINE -UGT - - -UGT - OVERHEAD TELEPHONE LINE REINFORCED CONCRETE PIPE ACP FIRE HYDRANT FH YARD DRAIN W TOP OF CURB TO BOTTOM OF CURB gC LOW POINT LP DROP INLET p/ TOP OF THE STAIRS TS BOTTOM OF THE STAIRS BS TOP OF THE WALL TW BOTTOM OF THE WALL Bl� VIRGINIA DEPARTMENT OF TRANSPORTATION riBCT PROPOSED Sheet Indy ---- �- ACSA Comments �... �._ �a j o 3. 9/29/06 W 4. 11/03/06 1 ._ S S 2 pa S MASTER PLAN RCP Sheet Indy ---- �- ACSA Comments 2. 09/11/06 1 COVER SHEET 3. 9/29/06 UGE 4. 11/03/06 1 f z, • .r 2 EXISTING CONDITIONS 2 ACSA Comment, MASTER PLAN RCP 3 LAYOUT AND DIMENSION PLAN -PARKING LOT A 3a LAYOUT AND DIMENSION PLAN -PARKING LOT B 3b LP LAYOUT AND DIMENSION PLAN -PARKING LOT C 3c LAYOUT AND DIMENSION PLAN -PARKING LOT D 3d BS LAYOUT AND DIMENSION PLAN -RETENTION POND 3e LAYOUT AND DIMENSION PLAN -PARKING LOT E 3f GRADING AND UTILITY PLAN -OVERALL 4 GRADING AND UTILITY PLAN -PARKING LOT R 4a GRADING AND UTILITY PLAN -PARKING LOT B 4b GRADING AND UTILITY PLAN -PARKING LOT C 4c GRADING AND UTILITY PLAN -PARKING LOT D 4d GRADING AND UTILITY PLAN -RETENTION POND- 4e GRADING AND UTILITY PLAN -PARKING LOT E 4f SANITARY SEWER PROFILES- MAIN A 5a SANITARY SEWER PROFILES- MAINE 5b SANITARY SEWER PROFILES- SUB MAINS 5c SANITARY SEWER PROFILES- MAIN D 5d WATERLINE PROFILES WL -1 & WL -2 6a WATERLINE PROFILES WL -3 6b WATERLINE PROFILES WL -4 & WL -5 6c WATERLINE PROFILES WL -6, WL -7, WL -8, & WL -9 6d STORMWATER MANAGEMENT PLAN -OVERALL 7 STORMWATER MANAGEMENT PLAN -PARKING LOT A 7a S' ORMWATER MANAGEMENT PLAN -PARKING LOT B 7d STORMWATER MANAGEMENT PLAN -PARKING LOT C 7c STORMWATER MANAGEMENT PLAN -PARKING LOT D 7d STORMWATER MANAGEMENT PLAN -RETENTION PONE) 7e STORMWATER MANAGEMENT PLAN -PARKING LOT E 7f STORM SEWER LINES A, Al, A2, A3, A4, A5, AND A6 8a STORM SEWER LINES B, B1, C, C1, C2, C3, AND C4 8b STORM SEWER LINES D AND D1 8c STORM SEWER LINES D2, D3, D4, D5, D6, E, E1, AND F- 8d EPOSION & SEDIMENT,;,CONTROL PHASE 1 9a 37 EROSION & SEDIMENT CONTOLA R'PHSE.2 g 38 EROSION,:& SEDIMENT CONTROL PHASE:3 EROSION„& -go 39 -SEDIMENT. CONTROL PHASE.4 -gd 0 'EROSION & SEDIMENT CONTROL''PHASE 5 z 9e 41 EROSION AND SEDIMENT `CONTROL DETAILS. 10 42" EROSION AND SEDIMENT CONTROL 'DETAILS 11 ROAD PLAN AND PROFILE - -12 ROAD DETAILS 12a STORMTECH 1 DETENTION FACILITY DETAILS 13 STORMTECH 2 DETENTION FACILITY DETAILS -14 FILTERRA DETAILS 15 UTILITY DETAILS 16 UTILITY DETAILS 17 SITE DETAILS 18 LAN CAPE, HARDSCAPE AND LIGHTING SHEETS PREPARED BY ROBINSON FISHER KOONS (ATTACHED) LANDSCAPE SITE PLAN L0.0 CONSERVATION PLAN LOA LANDSCAPE PLAN L1.0 LANDSCAPE PLAN L2.0 LANDSCAPE PLAN - L3,0 LANDSCAPE PLAN L4,O LANDSCAPE PLAN L5.0 LANDSCAPE PLAN L6.0 SITE LIGHTING PHOTOMETRIC PLAN L7.0 a SITE LIGHTING PHOTOMETRIC PLAN - L7.1 r SITE LIGHTING PHOTOMETRIC PLAN L7,2 HARDSCAPE- SITE PLAN H1.0 HARDSCAPE- ENTRANCE PLAN H2.0 HARDSCAPE- ENTRANCE DETAILS - H2.1 HARDSCAPE- CLUBHOUSE & POOL AREA SITE PLAN H3.0 HARDSCAPE- CLUBHOUSE & POOL AREA DETAILS H3.1 HARDSCAPE- CLUBHOUSE & POOL AREA DETAILS - H;s 2 HARDSCAPE- SITE DETAILS -- H4.0 HARDSCAPE- SITE DETAILS - H4.1 HARDSCAPE- COMPACTOR DETAILS H5.0 HARDSCAPE- MAILBOX & STAGE DETAILS - H6.0 RETAINING WALL STRUCTURAL DRAWINGS: PREPARED BY PINNACLE DESIGN/BUILD INC (NOT ATTACHED) a Site Data OWNER: THE DOVETAIL COMPANIES 1550 TIMOTHY ROAD SUITE 201 ATHENS, GA 306060 DEVELOPER: THE DOVETAIL COMPANIES f. 1550 TIMOTHY ROAD, SUITE 201 ATHENS, GA 306060 TOTAL SITE ACERAGE: 24.046 AC TAX MAP/ PARCEL: TMP 07600-00-00-04600 TMP 07600-00-00-046C2 TMP 07600-00-00-046C3 ZONING: ENTRANCE CORRIDOR (EC), RESIDENTIAL -15 (R15) PROPOSED LAND USE: CONDOMINIUM RESIDENTIAL MAGISTERIAL DISTRICT: SAMUEL MILLER PROPOSED SETBACKS: ADJACENT FOR BUILDING HEIGHT ; 29' FRONT (25' + 41 19' SIDE (15'+ 41 I. 24' REAR (20'+ 41 MAXIMUM BUILDING HEIGHT: 37' NUMBER OF EMPLOYEES: NOT APPLICABLE PARKING: THE PROPOSED USE IS A HYBRID BETWEEN CONVENTIONAL RESIDENTIAL REQUIRED: AND STUDENT HOUSING, CONVENTIONAL RESIDENTIAL REQUIRES 2 SPACES PER UNIT, 300 UNITS X 2 SPACES = 600 SPACES MINIMUM REQUIRED AND 720 PERMITTED AS MAXIMUM (120% OF MINIMUM), STUDENT HOUSING REQUIRES 1.25 SPACES PER BEDROOM X 750 BEDROOMS=938. PROVIDED: 729 REGULAR PARKING SPACES 16 HANDICAP SPACES (INCLUDING 12 VAN ACCESSSIBLE) 745 TOTAL SPACES MAXIMUM DWELLING UNITS: 300 UNITS (3 UNITS PER BUILDING) GROSS RESIDENTIAL DENSITY: 12.5 DU/ACRE LANDUSE SUMMARY: BUILDING FOOTPRINTS: 168,854SF PEDESTRIAN SURFACES: 40,155 SF DRIVES/PARKING: 251,185 SF RECREATION: 53,175 SF (5% OFTHE SITE} DEDICATED TO PUBLIC USE: 50,360 SF (1.16 AC, 6% OF THE SITE) LANDSCAPE/OPEN SPACE: 485,157SF (11.27 AC, 47% OF THE SITE) Site Specitics/Misceflaneous 1. THIS SITE IS NOT LOCATED WITHIN A RESERVOIR WATERSHED, 2. THIS SITE IS NOT ADJACENT TO ANY WATERCOURSES. 3. NO PART OF THIS SITE LIES WITHIN A DESIGNATED 100 -YEAR FLOOD PLAIN. 4. NO SEPTIC SETBACK LIMITS AFFECT THIS SITE. 5. ALL BUILDINGS WILL HAVE AN AUTOMATIC SPRINKLER SYSTEM AS A MEANS OF FIRE SUPPRESSION. 6. MAIL WILL BE DELIVERED TO A CENTRAL LOCATION WITHIN EACH BUILDING. 7. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP WHICH EMITS 3000 OR MORE MAXIMUM LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. 8. THE SPILLOVER OF LIGHTING FROM OUTDOOR LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF (1/2) FOOT CANDLE. sr: 9 c i CRITICAL SLOPES WAIVER HA,, BEEN APPROVED DURING THE PRELIMINARY SITE PLAN APPROVAL. -`-- 10. ELEVATIONS ARE BASE ON USGS NORTH AMERICAN VERTICAL DATUM 1988, SURVEY USED CITY OF CHARLOTTESVILLE GIS STATION 110 AS REFERENCE POINT. SEE SHEET 2 FOR FURTHER DETAILS. 11. THE ITE CODE FOR THIS SITE IS 230; RESIDENTIAL CONDOMINIUM/ TOWNHOUSE. 12, ALL ROADS ARE NOTED AS PUBLIC OR PRIVATE ON THE PLANS, THE ONLY THAT WILL BE A PUBLIC ROAD IS THE PROPOSED MOUNTAINWOOD RD EXTENSION FROM SUNSET AVE. EXTD. THE PROPOSED R.O,W. IS 60 FT FOR THIS SECTION. ALL OTHER ROADS WILL BE PRIVATE. �aJ ,� Revisions i. 08/10/06 ACSA Comments 2. 09/11/06 L:/ 3. 9/29/06 UGE 4. 11/03/06 OHE f z, • .r -UGT ;I i r„--OHT ACSA Comment, 7. 12/01/06 RCP TC B C LP DI TS BS TW 11. THE ITE CODE FOR THIS SITE IS 230; RESIDENTIAL CONDOMINIUM/ TOWNHOUSE. 12, ALL ROADS ARE NOTED AS PUBLIC OR PRIVATE ON THE PLANS, THE ONLY THAT WILL BE A PUBLIC ROAD IS THE PROPOSED MOUNTAINWOOD RD EXTENSION FROM SUNSET AVE. EXTD. THE PROPOSED R.O,W. IS 60 FT FOR THIS SECTION. ALL OTHER ROADS WILL BE PRIVATE. �aJ ,� Revisions i. 08/10/06 ACSA Comments 2. 09/11/06 County Comments 3. 9/29/06 County Comments 4. 11/03/06 County Comments 5. 11/13/06 Sewer Line D Revision 6. 11/21/06 ACSA Comment, 7. 12/01/06 County Comments NLTH OF L ROBERT B. MCKEE� NO. 778 S�CNAL 54Z Sheet No.: t � 4 \ \ ZONING: R1 RESIDENTIAL ZONING: R1 RESIDENTIAL 07600-00-00-04800 ZONING: R1 RESIDENTIAL�-� + ZONING: RI RESIDENTIAL 07600-00-00-04800 ZONINGA�) RI RESIDENTIAL Ai 01-00 001A 6R 1,00-03000 76RO-01- 400 Ile 4 7- Z6NN -NT Ix -01-00-00 Ja ------------ Iwo _j� IL9 L10 L6 L7 L8 L3 DEDICATED PUBLIC R/*4 -4 -266 PLAT- ILITY EASEMENT (RESERVED) pi 60 EXISTING --55' SBL 1627 N AT PL EXISTING ENTR r 252-722 PLAT 543 82 DESC ZO,NING: PRD TO BE REMOVED, RE ' GRADED An UJ TMP 0 ZONING;,R15 RESIDENTIAL, DB 1069-266 -PLAT Az 7.2468 ACRES SO TMP 07&QO-00-OG-046CO Cb PARCEL DB 1059-266 PLAT "D 9..6225 ACRIES QINRi Ji If EXIS TO BE REMOVED, REGRADED 61 'AND LANDSCAPED. � . zo, "//01 co� C', \ | \ 77. 1� -�^ --__~--_--~ Line Table NUMBER DIRECTION DISTANCE ARC LENGTH CHORD DIRECTION CHORD LENGTH TANGENT 0609 Designed: N/A Checked: RBM C2 107635'38" 470.00 62.29 L6 N 14041'04" E 96,2T C3 35031'32" 446.00 276.54 N 02043'11" IN 272.13 1142.88 06 13*55'38" 1,530.00 L15 S 78053'05" E 17.22' 64.73 L20 N 82016'13" IN 60,00' I zCurve '�'��*U^� — - JL��K�� /. . . .INL- \\\ ` � ` � � .-SHERWOOD} / \INE |`\\ ' ' \ «" - � / ZONING- ESIDENTIAL /`~ ' _N,^^7� /` �` 13 —�--------� \�'� NUMBER DELTA ANGU RADIUS ARC LENGTH CHORD DIRECTION CHORD LENGTH TANGENT 0609 Designed: N/A Checked: RBM C2 107635'38" 470.00 62.29 N 11*14'46" E 62.25 31.19 C3 35031'32" 446.00 276.54 N 02043'11" IN 272.13 1142.88 06 13*55'38" 1,530.00 1128.83 IS 00-31-02" IN 128,51 64.73 1141 � Notes SURVEY 8URVEY 8ND TOP{]GRAPH' 1BOUNDARY, EASEMENIS AND PLAT DATA BASED ON SURVEYS PROVIDED BY KIRK HUGHES & ASSOCIATES, 220 EA �T HIGH STREET' CHARLOTTESVULLE, VIRG|N|A, 22002; DATED JUNE 1. 2005� DB' 4 PLAT 2THE TOPOGRAPHY H/S BEEN PREPARED BY V|RQ|NA RESOURCE MAPPING, INC. LOCATED IN ZONING: R LEESBUR�' V|A8|N&D'�TE OF THE PHOTOGRAPHY IS FEBRUARY 7. 2005. 3BENCHMARK DESCRIPTION: CITY OF CHAALOTTESV/LLE, VIRGINIA G|3 STATION 110' GPS DERIVED - - / -- --(�' ELEVAT|0N=58022 FE�T NORTH AMERICAN VERTICAL DATUM 1Q88[ PIN AND CAP FOUND SET ' ' FLUSH WITH S;AF'CEAS SHOWN. - TMP 07600-00-00-046BO FIRSGENERALNOTES - / [� "" 2""'',"0AT ALL|QREY AREAS REPRESENT CRITICAL SLOPES. CRITICAL SLOPES WAIVER HAS BEEN APPROVED ~ ~~r ~-' PLAT / / / uunmG rxEumxvxx, SITE pLxw REVIEW. �D8438-47UPL&T`~,� ', ///////! {�N| L ~ // / 2. REFER TO THE COVER SHEET FOR PROPOSED SETBACKS. je | ` / / 3 EXISTING ENTRY AND EXIT POINTS FOR K�0UNTAJNVVOOD APARTMENTS TO BE REMOVED. REGRADED / \ . ` /, . // / '' � / ` / ' ' AND LANDSCAPED, Ti WILL BE RELOCATED A� SHOWN ON THE LAYOUT AND O|K0EN80N PLAN ` // / � � � lz // / / / / '�/' PLEASE SEE SHEET 3FOR THE PROPOSED ENTRY TO MOUNTAIN WOOD APART�ENTS / '�/ / | ell Scale i",50' Contour kdermd=2' - / ` ~~ 0-- \ i \ 4NV�A3�� \ ' / \ ` \ .' / 0 50 100 200 � �/ ' / / \ �~ - �� ~�~' // ' ^ ' - �~ (_� � ` / \ ---- ,� ' '� r � ' `. ~` CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 30EAST HIGH STREET VA 22902 t434979-7522 f. 434-977-1194 vaww.rnuheeoarson.00m McKee Carson and Field Sport Concepts, Ltd. reserves its common low copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Corson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. 1. 08/10/06 ACSA Comments 2. 09/29/06 County Comments 3.11/03/06 County Comments Sheet No.: Date: 5/15/06 Project No.: 0609 Designed: N/A Checked: RBM Sheet No.: General E&S Control Notes: (VI -15: VESCH) ES-1� UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION 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 YA 625-02'00 EROSION AND SEDIMENT CONTROL REGULATIONS. ES'2� THE PLANAPPROVING AUTHORITY T BE NOTIFIED ONE WEEK PRIOR TO THE PRECONSTRUOT|ONC0NFBRENCE ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBINGACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. ES -3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN LAND CLEARING. E8-4. 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 ACTIVITIESS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, TO,WASTE AREAS)' E 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 FORINSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. ES -7. ALL DISTURBED AREA TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. - ---- ---- -- - -0- E8-8, DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. ES -g, THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. Notes 1. EROSION AND SEDIMENT CONTROLS SHALL BE D IN ACCORDANCE WITH THE 1992 VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK,THIRD EDITION AND SHALL BE IMPLEMENTED PRIOR TO OR AS THE FIRST STEP IN ANY LAND DISTURBING ACTIVITY, 2, ALL EROSIONREPAIRED AS NEEDED UNTIL ALL DISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED. MAINTENANCE AND REPAIR SHALL BE IN ACCORDANCE WITH THE METHODS OUTLINED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK FOR EACH CONTROL MEASURE SPECIFIED. 3. EROSION AND SEDIMENT CONTROLS SHALL BE INSPECTED AT LEAST TWICE VVEEKLY, AFTER EACH RAINFALL AND AT LEAST ONCE DAILY DURING PROLONGED AA}NFALL, 4.SOIL STABILIZATION SHALL BE APPLIED TO ALL DISTURBED AREAS WITHIN 7 DAYS AFTER FINAL GRADE IS ESTABLISHED ON ANY PORTION OF THE SITE, ANY DISTURBED AREAS WHERE CONSTRUCTION ACTIVITIES WILL BE HALTED FOR LONGER THAN 30 DAYS SHALL BE STABILIZED WITHIN 7 DAYS OF THE LAST CONSTRUCTION ACTIVITY. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. Sediment Trap at the Construc. Entran. (Scale 1": 20-') - SURFACE'R---H--- '--- -T- - SPEC, ---' SHALL'BE PR-'--- ON ALL SLOPES 12. THE 'E"'v.`=.. DIVERSION ".^` M"^' "EM=. IN PLACE "'`''L THE GREATER THAN 31 AREA IS STABILIZED, 8. NO LAND DISTURBING SHALL COMMENCE PRIOR TO THE APPROVAL OF THE 13. LAYOUT FOR 0 DIVERSION� '� ' CHANGE EROSION AND SEDIMENT CONTROL PLAN BY ALBEkARLE COUNTY AND THE ISSUANCE ---- --TE 000000 C), d AREA. A GRADING PERMIT. SEE SHEETFOR FURTHEREAST LANDSCAPE0 0C(Do 00 7. {) A NS|B| T OR 0 'ARCHITECT/ENGINEER'-BEFORE 'INSTALLING- DIVERSION DIKES.' - SEDIMENT CONTROLDESIGNED TO rnunEC/ xuJu/m/mu BUILDING 14, SILT FENCE SHALL BE MAINTAINED NT- SITE 3 STABILIZED. STRUCTURES ANDFOUNDATIONS,PUBLIC INFRASTRUCTURES, VEHICULAR AND PEDESTRIAN Dc)c 00 b P&r 50 Doo(go CIRCULATION AREAS AND ENVIRONMENTAL QUALITY. 15, EXTREME CARE TO BE TAKEN NOT TO DAMAGE EXISTING TREES WITH 0, 0 07 od 8. T DIVERSION DIKE._'U,4SEE DETAIL 00 00 0 AND/OR OTHER EQUIPMENT PRIOR 'TO EXITING THE CONSTRUCTION AREA ONTO PUBLIC 16. SEDIMENT BASIN I WILL BE CONVERTED TO STORMWATER RETENTION OR PRIVATE ROADS. // SHALL BE THE TO CLEAN ROADS, p0ND VVHK� BA 2. 3 & 4 AND SED|k� NT TAAP VV| BE � VEQ ALLAY DUST AND TAKE WHATEVER MEASURES NEO TO INSURE THAT THE ROADS AFTER THE -COMPLETION OF PHASE 4. - -- - - ARE MAINTAINED IN A CLEAN' MUD AND DUST -FREE 7�jNJI�lON AT ALL TIMES. 445 Q ANY SEDIMENT WHICH ACCUMULATES IN THE SEDIMENT TRAP SHALL BE CLEANED OUT AND PLACED AT A SUITABLE LOCATION AS REQUIRED AND WHEN THE SITE HAS BEEN448 449 STABILIZED FROM FURTHER EROSION. 10, S SHALL BE CLEANED OUT AND PLACED AT A SUITABLE LOCATION WHEN THE SITE HAS BEEN STABILIZED FROM FURTHER SOIL EROSION, SEDIMENT SHALL NOT BE ALLOWED TO BUILD UP IN CULVERTS BLOCKING FREE FLOW THROUGH THE CULVERTS. 11 A MINIMUM WATER TAP n D' WATER w'' '~/ SHUTOFF VALVE SUPPLYING WASH --- WITH � DIAMETER - - INCHES �-R ADEQUATE CONSTANTWASH WATER MUST CARRIED FROM THE ENTRANCE TO _~~ "rrnuvEuoEunu AREA TO A acunu� �� «T SHALL BE rnc"c»`Eu KFRuM ENTERING STORM DRAINS, u//u�� u� v* E: COURSES. � ~_a�� p��--�� `----- /- �ILL`-2tODD_CF ` 0 GO EXCAVATIQN AREA FOR CONSTRUCION OF SEDIMENTBA8�K, DAMS SF CONSTRUCTION ENTRANCE DA DA CONSTRUCTION ROAD STABILIZATION SILT FENCE WITH WIRE SUPPORT DA TEMPORARY DIVERSION DIKE HAUL ROAlY TEMPORARY SEDIMENT TRAP HAUL AD TEMPORARY SEDIMENT BASIN ELVI UD ROCK CHECK DAMS 97T 52 - ----- SURFACE ROUGHENING WEIR 3,, 2.5, 0 TOPSOILING TEMPORARY SEEDING PERMANENT SEEDING /ROA MULCHING 10 SOIL 'STABILIZATION BLANKET MATTING LIMIT OF DISTURBANCE BAFFLE DA ROP rd 15.00 DRAINAGE AREA USF -3 ConstTuction Sequenc (Building Construction Towards Z!Oerwood Phase HAUL Manor & Grac4ng Towards Sunse Avenue) RETAIN A' L EROSION AND SEDIMENT CONTROL MEASURES PRESENED IN PHASE -2. TE FEATURES CLUB HOUSE, BASKETBALI COURT, CONSTRUCT PP T TENNIS COURT, PAR� IN"' LOI S, SIDE VVALKE� I -C.) AS SHOWN ON THE PI AN, TAt SHOWN ON THE LANDSCAPE: PLAN, 'ONVER" SEDII\i!FNT BASIN 3 INTO SEDIMENT BASIN -d A SHOWN ON PLAN AND EROSION AND SED';V.1NT TP CONTROL DETAIL EC 91 ' 5 T FENCE, CDNST�UCT RETNN|NG WALLS AND PLADE FILL DIVER-IONC�FOR AND INSTALL 8|L T V�NUE� T�B\L<ZE LL DIVER 10[1,1 |TEED!N�, MULCH. AND E C-2A�}0G SUNDE MATTING. �� PERFDR� THE STE A�D CONSTRUCT FILL D| ERSON3 AS SHOWN Oki 'HF ^ ' * |EMpU*AHY/PEHMANEN| "ONS|RUCT RETAINING ALL ALL DRAIN INLETS,3TDR� DRAN'AND UNDERGROUND UT|L|TIESW�VALL5 AND INS' LINE, SANITARY SEVER ETCJ BEFORE/SIMULTANEOUSLY WIT �HE GRADING AS SHOWN ON THE PIE XCEPT IN ' AND AROUND SEDiMENT BASIN 4. N.' 7� PLACE !MLET PRDTECT0N� AS ON THE PLAN,|MMED|ATELY AFTER |NST8LLAT0N DF PROPOSED TS, Al SEAL 8�AL ALL ��E PROP�� |NLETS �N PARKING LOTS '8' AND 'C' UNTIL PARKING LOTS GET -- - - STABILIZED. 1 fill - - - -- � 8� PROVIDE SURFACE AOUGHEN|NG ON GRADED AREAS WITH A SLOPE MORE THAN 31 AND �TAB0ZE `- ` --- ~ ALL GRADED AR -AS WITH TE�PDHARY/PERK4ANENT SEEDING AND MULCH �S SHOWN ON THE PLAN `- -- \ �� ` w ' MU _---_--�-` \ -4� onstraction Sequence (Building Construction �T oYardC}unset Ave1Le/n«Y »--~�L6VU �� Sediment Trap at the Bottom of Basin 1 (Scale 1n° 20r) �� _. _ � // // L / `�\ \ � \` ~ � `., ----�� ur ' /EX18TIN,G Y`' � M PRESENTED � -'` ' `'�'' � � / � ~ ^ - -- - s� \ � `^�� ,` � ~� ` � -E 01 RETAIN - ALL _R--- '_ SEDIMENT CONTROL -_____ _.�. �'___ D UP ETAIL STONE WALL 2� CONSTRUCT PROPD D BUILDINGS AND OTHER SITE FEATURES (PARKING LOTS, SIDE WALKS ETC] AS FROM BED �`ELEVAVO,N,, SHOWN ON THE yLAN, 3� \NSTALL L8ND3C�PE FEATURES AS SHOWN ON T�E LANDSCAPE PLAN. ~ - �� -iliti �l��_�/_ ��Q��/��l��q�«��l��9�� _71TO BV l` TO CDNT '~' OL��~� �J��&Sequence `Site Clearing) �U0RDLAC��ENT> Construction) _ �ux0 - � '-1 T CONSTRUCTION ENTRANCE.CLEAR F 0 L ROA T PROPER TAB ' AFTER—THE AOION AND SEDIMENT CONTROL MEASURES PLACED IN PHASES -1, 2, 3 & 4 EXCEPT SED. _NT -�-�--- ' -- SITE ��-'� '- ~'�---�'~'' ~' `�'� ~' |OSE[ (SED| N BASINS AND`�RAP� E NOT TO BE N ALL THE EROSION AND SEDIMENT OL ME T ' DIVERSIONBASIN 1 AND SANS �� PERMISSION FROM TH COUNTY EROSION CONTROL iNS E ORALSO,PLACE THEV|TDU<E. TRAP' SEDIMENT BASINS ETC.) AS SHOWN ON THE PLAN. STOCKPILE TOPSOIL AND STABILIZE REMOVED H�THE EM8ANKKENT �VTHE SUNSET AVENUEAS REQUIRED, SIL; FENCE AT HE BOTTOM Ol AS SHOWN ON T/"E PLAN. 2� IMPROVEEXISTING ALONG THE SUNSET AVENUE (STABILIZE WITH RIP HAF1 AND TO THE EAST OF SEDIMENT GRADE THE A RE E T BA ALSO, KKV. CONVERT SED( EN BASK ', INTO STORMVATER MANAGEWENT POND (FINAL GRADING, YAIFR 0UAL/T� 3. PROVIDE TREE PROTECTION,MTREES AND VEGETATIVE DEBRIS TO AN APPROVED LANDF|LL, FEATURES ETCl �S SHOWN ON THE ST0R�VVATER k�ANA�EWENT PLAN (SHEET 4E) ANO STAB|L|ZE STOCKPILE TOPSOIL AND STABILIZE AS REQUIRED. 'T A3 SHOWN ON THE E&3 PLAN. �� ` y �, 4PROVIDE SURFACE ROUGHENINGON AREAS WITH A GREATER THAN 3:1 AND STABILIZE3 PLA�E 8TDR� %?TER MANAGEMENT FEATUAES "'UCH AS 8TOR�TE�H SYSTEM 1N PARKING LOTS B&C ITI-J,.'..' ANIFN QQnIA/M TW� ' T AM um,.L/c�u / / /- 4REMOVE AI L -THE EROSION AND SEDIMENT CONTROL �EA8URES AFTER THE -SITE IS COMPLETELY �X/�7 | ��0�J� qgradin Towards Sherwood ManorSTABILIZED. �)EDIMIENT BA '-�'`-~ t LTH TEMPORARY/PERMANENT SEEDING AND U�H� C0N�TCT+^�vn��' PERFORM GRADING (CUT/FILL! ST D CONSTRUCT FILL DIVERSIONS � S ON THE PLAN AND TSAB|LiZE E� V(RETAINING Scale ,=50y Contour Intermd,8' EGROUND UTILITIESTALL ALL S R DRAIN \NLETDRAINS, AND INS LINE, SANITARY SEVVER ETC) BEFORE /S|MULTANEOUSLY WITH THE GRADING AS SHOVVN ON THE PLAN. PLACE INLET PROTECTIONS, AS SHOWN ON THE PLAN, IMMEDIATELY AFTER INSTALLATION OF PROPOSED '�~ ' R ^ \ �NLETS | � S' » 3O �� ' `\ ^�^ ' /°' \ � | | ~ ^ / 0 STONE m~r ~^"". ' 3� OHEN/N� ON GRADED AREAS WITH A SLOPE MORE THAN 3�1 AND STABILIZE': O O 100 200 ALL GRADED AREAS WITH TEMPORARY/PERWA�ENT SEEDING AND MULCH AS SHOVN ON THE PLAN. � ^v A\F�R)RP�OmE BRVN`I5 -uuo DI REnIRED FILL FOP '0 P CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 3U/EAST HIGH STREET CHARLOTTESVILLE, VA22902 t434479'7522 f: 434-977-1194 McKee Carson and Field Sport Concepts, Ltd. reserves its common low copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of eitherMcKee Carson or field Sport Concepts, Ltd. 1. 09/29/06 County Comments 2.11/03/06 County Comments I Sheet No.: Date: 05/15/06 Project No.: 0609 Designed: BT I Sheet No.: General E&S Control Notes: (VI -15: VESCH) TABII ZED 5. SURFACE ROUGHENING (E&S STD. & SPEC. 3.29) SHALL BE PROVIDED ON ALL SLOPES 12. THE TEMPORARY DIVERSION DIKE MUST REMAIN IN PLACE UNTIL THE AREA IS S "I ES 8, DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING GREATER THAN 3A DEVICE. 13. LAYOUT FOR DIVERSION DIKE ALONG ENTRY DRIVE WILL CHANGE DURING CONVERSION 6, NO LAND DISTURBING ACTIVITIES SHALL COMMENCE PRIOR TO THE APPROVAL OF THE OF SEDIMENT TRAPS TO BIO -RETENTION AREA. SEE SHEET 4A FOR FURTHER DETAILS, PLEASE ES -9, THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND SE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP EROSION AND SEDIMENT CONTROL PLAN BY ALBEMARLE COUNTY AND THE ISSUANCE CONSULT LANDSCAPE ARCHITECT/ENGINEER BEFORE INSTALLING DIVERSION DIKES, OF A GRADING PERMIT, SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE 14. SILT FENCE SHALL BE MAINTAINED UNTIL SITE IS STABILIZED. % TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND IMMEDIATELY. SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-OQ EROSION 7. THE CONTRACTOR SHALL ASSUME ALL LIABILITY AND RESPONSIBILITY FOR EROSION AND AND SEDIMENT CONTROL REGULATIONS. SEDIMENT CONTROL MEASURES, AS THEY ARE DESIGNED TO PROTECT ADJOINING BUILDING O BE TAKEN NOT TO DAMAGE EXISTING TREES WITH DIVERSION DIKE. UNDATIONS, PUBLIC INFRASTRUCTURES, VEHICULAR AND PEDESTRIAN Notes CIRCULATION AREAS AND ENVIRONMENTAL QUALITY. 16. SEDIMENT BASIN 1 WILL BE CONVERTED TO STORMWATER RETENTION POND WHILE SEDIMENT ROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRECONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND BASINS 2, 3 & 4 AND SEDIMENT TRAP WILL BE REMOVED AFTER THE COMPLETION OF PHASE 4, DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 8. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM TRUCKS -0 EXITING THE CONSTRUCTION AREA ONTO PUBLIC PMENT PRIOR I 1. EROSION AND SEDIMENT CONTROLS SHALL BE INSTALLED IN ACCORDANCE WITH THE 1992 VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION AND SHALL BE ES -3, ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE OR PRIVATE ROADS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CLEAN ROADS, FIRST STEP IN LAND CLEARING, IMPLEMENTED PRIOR TO OR AS THE FIRST STEP IN ANY LAND DISTURBING ACTIVITY. ALLAY DUST, AND TAKE WHATEVER MEASURES NECESSARY TO INSURE THAT THE ROADS ARE MAINTAINED IN A CLEAN, MUD AND DUST -FREE CONDITION AT ALL TIMES, ES -4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED 2, ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED AND REPAIRED AS ON THE SITE AT ALL TIMES. NEEDED UNTIL ALL DISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED. MAINTENANCE 9 ANY SEDIMENT WHICH ACCUMULATES IN THE SEDIMENT TRAP SHALL BE CLEANED OUT AND REPAIR SHALL BE IN ACCORDANCE WITH THE METHODS OUTLINED IN THE VIRGINIA AND PLACED AT A SUITABLE LOCA_fION AS REQUIRED AND WHEN THE SITE HAS BEEN ES -5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED EROSION AND SEDIMENT CONTROL HANDBOOK FOR EACH CONTROL MEASURE SPECIFIED. STABILIZED FROM FURTHER EROSION, ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), --------- 7 - ----- THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE 3. EROSION AND SEDIMENT CONTROLS SHALL BE INSPECTED AT LEAST TWICE WEEKLY, AFTER 10. SEDIMENT BUILD-UP IN CULVERTS SHALL BE CLEANED OUT AND PLACED AT A SUITABLE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. EACH RAINFALL AND AT LEAST ONCE DAILY DURING PROLONGED RAINFALL. LOCATION WHEN THE SITE HAS BEEN STABILIZED FROM FURTHER SOIL EROSION. SEDIMENT SHALL NOT BE ALLOWED TO BUILD UP IN CULVERTS BLOCKING FREE FLOW THROUGH THE --------------- ES-6, THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION 4. PERMANENT AND/OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO ALL DISTURBED CULVERTS. A P --------- z DA CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS AREAS WITHIN 7 DAYS AFTER FINAL GRADE IS ESTABLISHED ON ANY PORTION OF THE SITE. - 1_ I - U-111 -2 -------------- DA - DETERMINED BY THE PLAN APPROVING AUTHORITY. ANY DISTURBED AREAS WHERE CONSTRUCTION ACTIVITIES WILL BE HALTED FOR LONGER 11. A MINIMUM WATER TAP OF I INCH MUST BE INSTALLED WITH A MINIMUM I INCH BALLCOCK 'H HOSE WITH A DIAMETER OF 1.5 INCHES FOR ADEQUATE THAN 30 DAYS SHALL BE STABILIZED WITHIN 7 DAYS OF THE LAST CONSTRUCTION SHUTOFF VALVE SUPPLYING A WAS ES -7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ACTIVITY. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT CONSTANT PRESSURE. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO AN 0P) FINAL STABILIZATION IS ACHIEVED, FROM ENTERING STORM DRAINS, DITCHES OR WATER COURSES. ----------- T SHALL BE PREVENTED ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL DORMANT FOR MORE THAN ONE YEAR. APPROVED SETTLING AREA TO REMOVE SEDIMENT. ALL SEDIMEN' _A� - ----------------- --- ---------- -------- ------ t V I ..... 9� =DI 7 ----- 7 ------------ --------- - ---- 7 M__ , , � M_ ___ - 57.77,_ ------------------------------------ ----------- 7 ------ --------- 7- .0 I -i D A 0 5 0.6 8-- C. P Aa --- K �,,E T __A V E,,,E VE &1_a =WP _Tz Q /�Zzf W# 'Z I r 7 0 7-,6 " _�P IN < --- --- -A f 71 K" ,_J -- ----- 19 - ----- Oco Cif cc 0 N DA t k J, J f f ONNOWMWM DA D -A SM�Ill 111 N--- ----- p! V A A SF 0 /J.; �SF) f X ___JSF) _X Legend X x SAFETY FENCE 0 SA _X_ - - > _ E. & S, STD� & SPEC, NO. 3.01 11( 0 0 - - ---- -- N E. & S. STD, & SPEC, NO. 3.02 W 0D , - _% I - I - __ --- A I 1 :0-020 Gpt - -1 - ----------- N W IJUI 10 _G_ CE CONSTRUCTION ENTRANCE ---- -- � =0_0e00_013 'n "@CR CONSTRUCTION ROAD STABILIZATION N' -n E V, L W z E. & S, STD. & SPEC. NO, 3.03 K'0`,NtStT, ENTRAIIIH W W -W W W - 0�1 IP TT 5 2 le, jF SILT FENCE WITH WIRE SUPPORT 11311 552 Z /Dpy _156% E. & S. STD. & SPEC� NO, 3.05-1 7 0 21 TS STORM DRAIN INLET PROTECTION !DRYI��Ak�:R,_'_-, 62 "11, J 1 @3 & S. STD. & SPEC. NO, 3,07-1 -Cc --a < STORM DRAIN INLET PROTECTION (I Bpi E. & S. STD. & SPEC. NO, 3.07-6 STORM DRAIN INLTET PROTECTION TE PORARY SEI 1MENT BASIN Q92 A E. & S. STD. & SPEC. NO. 3.07-8 & S. STD. & NO, 3.14 F) _4 -7- , �_7 - ----- ---- CULVERT INLET PROTECTION 7 S i i E. & S. S T D. & SPEC. NO. 3.08 L7 STORMWATER -')NVEYANCE CHANNELUIP V i'A E. & S. STD. 1 NO. 117 1P "to W TEMPORARY DIVERSION DIKE E. & S. S T D. & SPEC. NO, 3.09 (�MU MULCHING % If E. & S. S T D. & SPEC. NO. 3,35 TEMPORARY FILL DIVERSION E. & S. S T D. & SPEC. NO, 3.10 �D 1:12 'PEC. NO. 3.36 `�ON BLANKET MATTiN J. SOIL STABILIZA E. & S. S T D, & 2Z5. ULM. VD TEMPORARY SEDIMENT TRAP DUST CONTROL E. & S, S T D, & S P E C, N 0. 3,13 0 11VI 1 (BTS ? 4, "PEC, NO, 3.39 E, & S, S T D, & S 'R 5�2 4 OUTLET PROTECTION A & SURFACE ROUGI-INENING LOT E'\, E. & S. S T D, & SPEC. NO� 3.18 E. & S. STD. & SPEC, NO. 3.29 Z F ROCK CHECK DAMS TOP SOILING E. & & STD, & SPEC, NO, 3.20 n8F C) E, & S� STD. & SPEC. NO, 130 + + f TREE PRESERVATION AND PROTECTION E� & S, STD. & SPEC. NO� 3.31 E. & S, STD. & SPEC. NO. 3.38 f TEMPORARY SEI -DING 526� PERMANENT SEE, ING LIMIT OF DISTURBANCE MEL - E, & S, STD, & �PEC� NO. 332 V DRAINAGE AREA 151", _M� -r-4- �i, �1, �,, 7-,o 000, 0 _1a 1� . I �ov, f, BAFFLE R" -3 Consti-laction Sequence (Building Construction Towards Sherwood ty Ni", Phase A Manor & Gradin Towards Sunset Avenue) O�In Z_ ------- @IP2' 9 :,z g, L 0 TP� - 14 & �-Qr T CONTROL MEASURES PRESENTED IN PHASE I _": % T 1, RETAIN ALL EROSION AND SEDIMEN R_ - 1- -A: DE 6FE, 9 E0 _,y 7 (TS1 .1mu TO PA `4 0 lv- - QMU 01 Z U,62" 4 �S6 'E! _7W f 'q % J E� -�'l '-V 4, T� SF 4 A, z tit 774 4 0 T T-) �7' S jA I f -y If _71 , �L t A , / / i - V f Pi A E P", RON P 4 - -- ---- ji IFF, SS� F _X 4f i f % 0 4 1 F�.Ebwip�i I J f7*At, ltjib, M UA`5 1,11- _2 �J J W D__ �0 E�'Q, T T .. ... .... 4 2� v 'c" -1 Construction Sequence (Site Clearing) 4 Phase 0i 'I,VIT 1-- - I - - 11 1 . - --- I - , . - - . 4Z N, 2 "J, --A 99- -2-0- 4 INSTALL THE CONSTRUCTION ENTRANCE. CLEAR FOR AND PLACE HAUL ROAD WITH PROPER STABiLIZATION. 7 `LEAR FOR AND INSTALL ALL THE EROSION AND SEDIMENT CONTROL MEASURES (SILT FENCE, DIVERSION _0 COS 4 - WEIR % 0 .5 DIKE, SEDIMENT TRAP, SEDIMENT BASINS ETC.) AS SHOWN ON THE PLAN. STOCKPI! E TOPSO!L AND STABILIZE AS REQUIRED. T _EI -HE SUNSET AVENUE (STABILIZE WITH RIP RAP) AND THE EAST 2. IMPROVE EXISTING CHANNELS ALONG I ----------- OF SEDIMENT BASIN -1, IMPROVEMENT OF CHANNELS MUST BE IMPLEMENTED DURING A PREDICTED DRY WE E Ji j,%�,, 0 3. 0 PROVIDE TREE PROTECTION, REMOVE EXISTING TREES AND VEGETATIVE DEBRIS TO AN APPROVED LANDFILL. STOCKPILE TOPSOIL AND STABILIZE AS REQUIRED, % 4. PROVIDE SURFACE ROUGHENING ON GRADED AREAS WITH A SLOPE GREATER THAN 3:1 AND STABILIZE SEEDING AND MULCH AS SHOWN ON THE PLAN. ALL GRADED AREA WITH TEMPORARY/PERMANENT 411 - Phase -2 Construction Sequence (GradL*ng Towards Sherwood Manor) _7 0 s SF N - k N D N pt f HOWN ON THE PERFORM GRADING (CUT/FILL) ON THE SITE AND CONSTRUCT FILL DIVERSIONS AS S 6' x V, PLAN AND STABILIZE THEM WITH TEMPORARY/PERMANENT SEEDING AND MULCH. CONSTRUCT RETAINING 9-� WALLS AND INSTALL ALL STORM DRAIN INLETS, STORM DRAINS, AND UNDERGROUND UTILITIES (WATER LINE, SANITARY SEWER ETC.) BEFORE/SIMULTANEOUSLY WITH THE GRADING AS SHOWN ON THE PLAN, y % 4 S 2 PLACE INLET PROTECTIONS, AS SHOWN ON THE PLAN, IMMEDIATELY AFTER INSTALLATION OF PROPOSED f INLETS. N yl J, P 13 PROVIDE SURFACE ROUGHENING ON GRADED AREAS WITH A SLOPE MORE THAN 3:1 AND STABILIZE % J ALL GRADED AREAS WITH TEMPORARY /PERMANENT SEEDING AND MULCH AS SHOWN ON THE PLAN, 2, CONSTRUCT PROPOSED BUILDINGS ANID OTHER SITE FEATURES ICLUB HOUSE, BASKETBALL COURT, TENNIS COURT, PARKING LOTS, SIDE WALKS ETC.) AS SHOWN ON THE PLAN. 3, INSTALL I ANDSC�`DE FEATURES AS SHOWN ON THE� 1 ANDSCAPE PLAN, 4. CONVERT SEDIMEN T BASIN 3 INTO SEDIMENT BASIN 4' -AS SHOWN ON] PLAN AND EROSION AND SEDIMENT CONTROL DETAIL SHEET--). 5. CLEAR FOR ANC INSTALL SILT FENCE, CONSTRUCT RETAINING WALLS AND PLACE FILL DIVERSION ALONG SUNSET AVENUE. ST ABILIZE THE FILL DIVERSION WITH TEMPORARY SEEDING, MULCH AND EC -2 MATTING. 6. PERFORM `RADI,'4G ICUIT/FiLl ) 0"' THE SITE AND "'I STIDU1`T '--I' I DIV"SIONS AS SHOWN ON THE PLAN AND STABILIZE THEM WITH TEMPORARY/PERMANENT SEEDING AND MULCH. CONSTRUCT RETAINING WALLS AND INSTALL ALL STORM DRAIN INLETS, STORM DRAINS, AND UNDERGROUND UHLIIIE,�> (WATER LINE, SANITARY �EWER ETC,) BEFORE/SIMULTANEOUSLY WITH THE GRADING AS SHOWN ON THE PLAN EXCEPT IN AND AROUND SEDIMENT BASIN 4 7� PLACE INLET PROTECTIONS, AS -I-IOWN ON THE PLAN, IMMEDIATELY AFTER INSTALLATION OF PROPOSED INLETS, ALSO, SEAL ALL THE PROPOSED INLETS IN PARKING LOTS 'B' AND 'C' UNT11 PARKING LOTS GET STABILIZED 8 PROVIDE SURFACE ROUGHENING ON GRADED AREAS WITH A SLOPE MORE THAN 31 AND STABILIZE ALL GRADED AR___AS WITH TEMPORARY/PERMANENT SEEDING AND MULCH AS SHOWN ON THE PLAN. Phase -4 Construction Sequence (Building Construction Towards Sunset Avenue) RETAIN ALL EROSION AND SEDIMEN T CONTROL MEASURES PRESENTED IN PHASE -3 I r_ E W T C') S 2, CONS-TRUCT PROPOSED BUILDINGS AND OTHER SITE FEATURES IPARKING 'LOTS, S�D� ALKS E A SHOWN ON THE PLAN. 3, INSTALL LANDSC'APE FEATURES AS SHOWN ON THE LANDSCAPE PLAN, F-1hase-5 Construction Sequence (SWM Facilities and Rest of the Buildings 8ro Construction) 1, AFTER COMPLETInN OF SITE WORK AND STABILIZATION OF SITE SHOWN IN PHASES- '3&4, REMOVE ALL THE EROSION AMD SEDIMENT CONTROL MEASURES PLACED IN PHASES -1, 2, 3 & 4 EXCEPT SEDIMENT BASIN 1 AND SILT F`NCE ALONG SUNSET AVENUE ISEDIMFENT BASINS AND TRAPS ARE NOT TO BE REMOVED 11 WITHOUT PERMIS,:)ION- FROM THE COUNTY EROSION CONTROL INSPECTOR!. ALSO, PLACE THE SILT FENCE AT THE BOTTOM OF THE EMBANKMENT OF SWM POND AND ALONG THE SUNSET AVENUE As SHOWN ON THE PLAN. 2, GRADE THE AREA AND CONSTRUCT PROPOSED BUILDINGS AFTER REMOVING SEDIMENT BASIN 3. ALSO, CONVERT SEDIME�T BASIN I INTO STORMWATER MANAGEMENT POND IFINAL GRADING, WATER QUALITY FEATURES ETC.) AS SHOWN ON THE STORMWATER MANAGEMENT PLAN (SHEET 4E) AND STABILIZE THIS As SHOWN ON THE LASS PLAN. 3, PLACE STORM WATER MANAGEMENT FEATURES SUCH AS STORMTECH SYSTEM IN PARKING LOTS B&C AND 610FILTERS. 4� REMOVE ALL THE EROSION AND SEDIMENT CONTROL MEASURES AFTER THE SITE IS COMPLETELY STABII IZED. Scale V=20' Contour lnterval=2' 0 20 40 80 �Al WE' W N CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 f: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common low copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans areffie property of McKee Corson and field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. ,NLTH op ROBERT B. MCKEE OTA L OV 1 Revisions - 1. 09/29/06 COUNTY COMAENTS 12.11/03/06 COUNTY COMWNTS [ Sheet No.: J. 37 Of: ---501,1 Scale: I" = 50' Date: 05/15/06 Project No.: 0609 Designed: BT Checked: RBM [ Sheet No.: J. 37 Of: ---501,1 General a Control NfltV50 (VI -159 1 ESC1 i� Scale: 1" = 50' Date: 05/15/06 Project No.: .l.JdbV /// ES -8, DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING 5 SURFACE ROUGHENING (E&S STD, & SPEC. 3,29) SHALL BE PROVIDED ON ALL SLOPES 12. THE TEMPORARY DIVERSION DIKE MUST REMAIN IN PLACE UNTIL THE AREA IS STABILIZED. Omni DEVICE. GREATER THAN 3:1. 13. LAYOUT FOR DIVERSION DIKE ALONG ENTRY DRIVE WILL CHANGE DURING CONVERSION. ES-9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND 6 NO LAND DISTURBING ACTIVITIES SHALL COMMENCE PRIOR TO THE APPROVAL OF THE OF SEDIMENT TRAPS TO BJO-RETENTION AREA. SEE SHEET 4A FOR FURTHER DETAILS. PLEASE ES-1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP ER EROSION AND SEDIMENT CONTROL PLAN BY ALBEMARRI COUNTY AND THE ISSUANCE CONSULT LANDSCAPE ARCHITECT/ENGINEER BEFORE INSTALLING DIVERSION DIKES, SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE A GRADING PERMIT. TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND IM IMMEDIRTELY. 14-1O 14. SILT FENCE SHALL BE MAINTAINED UNTIL SITE STABILIZED, S SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION 7. THE CONTRACTOR SHALL ASSUME ALL LIABILITY AND RESPONSIBILITY FOR EROSION AND AND SEDIMENT CONTROL REGULATIONS, O SEDIMENT CONTROL MEASURES, AS THEY ARE DESIGNED TO PROTECT ADJOINING BUILDING 15, EXTREME CARE TO BE TAKEN NOT TO DAMAGE EXISTING TREES WITH DIVERSION DIKE. � H Notes STRUCTURES AND FOUNDATIONS, PUBLIC INFRASTRUCTURES, VEHICULAR AND PEDESTRIAN ES -2. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE CIRCULATION AREAS AND ENVIRONMENTAL QUALITY, 16. SEDIMENT BASIN 1 WILL BE CONVERTED TO STORMWATER RETENTION POND WHILE SEDIMENT U ONE WEEK OTHE OTHE MMENCEMENT OF LAND PRECONSTRDISTURBING BASINS 2, 3 & 4 AND SEDIMENT TRAP WILL BE REMOVED AFTER THE COMPLETION OF PHASE 4. CTION TIIVITY,OANDRONEEWEEK PRIOR TOFINAL INSPECTION. 8. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM TRUCKS 1, EROSION AND SEDIMENT CONTROLS SHALL BE INSTALLED IN ACCORDANCE WITH THE 1992 AND/OR OTHER EQUIPMENT PRIOR TO EXITING THE CONSTRUCTION AREA ONTO PUBLIC ES -3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION AND SHALL BE OR PRIVATE ROADS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CLEAN ROADS, FIRST STEP IN LAND CLEARING, IMPLEMENTED PRIOR TO OR AS THE FIRST STEP IN ANY LAND DISTURBING ACTIVITY. ALLAY DUST, AND TAKE WHATEVER MEASURES NECESSARY TO INSURE THAT THE ROADS ARE MAINTAINED IN A CLEAN, MUD AND DUST -FREE CONDITION AT ALL TIMES. ES -4, A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED 2. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED AND REPAIRED AS ON THE SITE AT ALL TIMES. NEEDED UNTIL ALL DISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED. MAINTENANCE 9 ANY SEDIMENT WHICH ACCUMULATES N THE SEDIMENT TRAP SHALL BE CLEANED OUT ACCORDANCE THE METHODSOUTLINED AS REQUIRED AND WHEN THE SITE HAS BEEN AT AFURTHER ES -5, PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED EROSIIONRAND SEDIMHALL ENTNCONTROL HANDBOOK FOR EACHTH MEASURE SPECIFIED. IZED OMACED STABILIZED EROSION. THE OUTLET PIPE OF ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), SEDIMENT BASIN 4 UNDER THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE 3. EROSION AND SEDIMENT CONTROLS SHALL BE INSPECTED AT LEAST TWICE WEEKLY, AFTER 10, SEDIMENT BUILD-UP IN CULVERTS SHALL BE CLEANED OUT AND PLACED AT A SUITABLE RETAINING WALL TO OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. EACH RAINFALL AND AT LEAST ONCE DAILY DURING PROLONGED RAINFALL. LOCATION WHEN THE SITE HAS BEEN STABILIZED FROM FURTHER SOIL EROSION, SEDIMENT BE FILLED WITH CONCRETE gi4M I mnT RF ai I n\A/ n T(1 Pi Ili n i m 1N (i 11 \1PQTC R1 fl('.VINf_ F-QP:P 1=1 nXA1 T1-Qr)1 k(_W TUB 6 „, Phase -5 Construction Sequence (SWM Facilities and lest o theBuildings ;; ; ` r iA0 f {R Construction) Fuse -1 Construction Sequence (Site Clearing) T _. C/ ¢z° 1. AFTER COMPLET! 'nl OF SITE WORK AND STABILIZATION- OF SITE SHOWN IN PHASES 3&4, REMOVE ALL INSTALL THE CONSTRUCTION ENTRANCE. CLEAR FOR AND PLACE HAUL ROAD WITH PROPER STABILIZATION. THE EROSION AND SEDIMENT CONTROL MEASURES PLACED IN PHASES -1, 2, 3 & 4 EXCEPT SEDIMENT C� '-� CLEAR FOR AND INSTALL ALL THE EROSION AND SEDIMENT CONTROL MEASURES (SILT 'FENCE, DIVERSION BASIN 1 AND SIEI �E71vCE ALONG SUNSET AVENUE (SEDIMENT BASINS AND TRAPS ARE NOT 110 BE REMOVED Y~ J �j° WITHOUT PERMISSION FROM THE COUNTY EROSION CONTROL INSPECTOR). ALSO, PLACE THE SILT FENCE AT \• _,< ^ N _ - ; .,�, f ;,�. ,,I"�� ' DIKE, SEDIMENT TRAP, SEDIMENT BASINS ETC.) AS SHOWN ON THE PLAN, STOCKPILE TOPSOIL AND STABILIZE 1 -HE BOTTOM OF HE EMBANKMENT OF SWM POND AND ALONG THE SUNSET AVENUE AS SHOU'JN ON THE PLAN, '�►._ S REQ x _ I,lt f r y,. - _-----.' , i '° 2 GRADE THE AREA AND CONSTRUCT PROPOSED BUILDINGS AFTER REMOVING SEDIMENT BASIN 3. ALSO u,.�._,, .�._ h �..-� -' - _ _ .__ _.__ . � - .- . �' � �,' � IMPROVE EXiSI IN CHANNELS CG HANNELS ALONG THE SUNSET AVENUE (STABILIZE V'LfITH P,JP RAP) AND T O THE EAST O ;r'. r _' _-- /; n c CON'4ER T SEDIMENT BASIN 1 INTO STORMWATER MANAGEMENT POND , INAi_ GRADIN I,NAT T I _ s �-v. -... _._. _`""�'_ -- -' _._ ._. -' -' ._. -� .,� '' , : !"; :��•�' � ,:''> OF SEDIMENT BASIN 1. IMPROVEMENT OF CHANNELS MUST NE IMPLEMENTED DURING A. PREDICTED DRY WEEK. 1 G, ER QUALITY Y ♦ _,._ _ .. - 5,. , :, ; i e ,Ci, ii"7 r�1i_--"-'1.._ "cN ,_ - n -1- -1 �' 1,,ti1E,.,,, r_ _ FEATURES ETC.) F.� SHOWN ON THE STORMWA,ER MANAGEMENT PLAN (SLEET 4E) AND STABILIZE THIS AS .1 --► . h r: . SHOWN I ON THE E,�S PL t,r( ;- ILL �. PROVIDE TREE PROTECTION, REMOVE EXSTiNG TREES AI\JD VEGETATIVE DEBRIS TO AN APPRGUED LANDF t i STOCKPILE TOPSOIL AND STABILIZE AS REQUIRED. - icA 3. t AGEMENT FEATURES SUCH AS STORMTECH SYSTEM N PARKIN LOTS B&� fi RMA PLACE NORM JV ' '- F r, �, 4 - AND BI FIT PC. - LIZ E •.• ;_ r ,' _` � .- '' ,; & cti , SURFACE GHEIVING ON GRADED EP,•� WITH A SLOPE GREATER THAN 3:1 AND S TAB � � , •�, ALL GRADED AREA WITH TEMPORARY/PERMANENT SEEDING AND MULCH AS SHOWN ON THE PLAN. ,- � , _ �, _ THE �ROS101`J AND SEDIMENT CONTROL MEASURES AFTER THE SITE 1� COMPLETELY L ; I F � F 1 O REMOVI= ALL O '.� ,z . STABILIZED. Phase -2 on ti n _r Sherwood M nor - • _ J se struc on Sequence(( ce brad oma ds S nv a RA P _AINKEI _ -'a O �< ,r 1. PERFORM GRADING (CUT/FILL) ILL) ON THE SITE AND CONSTRUCT r1L_ DIVERSIONS AS SHOWN ON THE ' ___ ..-__ \ '' \ ♦ ,,- ? :-..., i.. ..,.:, `,q „.,,..,.0 - f `) is I' 0 N G- {-{ I , . r i , , �, t r , ;:. BFB\ -1 1 >' PLAN AND STABILIZE THEM WITH TEMPORARY/PERMANENT SEEDING AND MULCH. CONSTRUCT RETAINING T Scale 1 _517' Contour Interval_2' INSTALL ALL S1 OR�,�I DRAIN INLETS, STORM DRAIfJS, AND UNDERGROUND _.. _ QQ LLS AND r T D, �_!T ;zd ��• LINE, �ANIIFARY SEWER STC.) BEFORE/SIMULTANEOUSLY WITH H THE GRADING AS SHOJ�/NIONETHE �PLAN, - - . PLACE INLET PROTECTIONS, An � SHOWN ON THE PLAN, IMMEDIATELY AFTER INSTALLATION OF PROPOSED i J 3, PROVIDE SURFACEROUGHENING ON GRADED AREAS WITH A SLOPE MORE THAN 3:1 AND STABILIZE 0 50 10{7 2013 ALL GRADED AREAS WITH TEMPORARY/PERPviANENT SEEDING A1JD MULCH RS SHOWNON THE PLAN. w CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, ltd. reserves its common low copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. �v,, p,LTH Op - qp�t,GY, p7NN o `ROBERT B. MCKEE NO. 77 zvda �, dONAL � Revisions: T 1, 09/29/06 COUNTY COMMENTS 2.11/03/06 COUNTYCONiMENTS Scale: 1" = 50' Date: 05/15/06 Project No.: 0609 Designed: BT Checked: RBM Omni c� U C-0 14-1O O � H C Revisions: T 1, 09/29/06 COUNTY COMMENTS 2.11/03/06 COUNTYCONiMENTS 1 I Sheet No.: - 1 ISI r Scale: 1" = 50' Date: 05/15/06 Project No.: 0609 Designed: BT Checked: RBM Omni 1 I Sheet No.: - 1 ISI r General FAS Control Notes: (VI -15: VESCH) ES -1. UNLESS OTHERWISE INDICATEDALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICE$ WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND ANDI SEDIMENTT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION ES -2. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRECONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND W DISTURBING ACTIVITY, AND ONE EEK PRIOR TO THE FINAL INSPECTION. ES -3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN LAND CLEARING. ES -4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. ES -5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THECONTRACTORSHALL SU`BUT BMT A0SUPPLEMENT ITED TO. OFF-SITE EROSIONBCONTT CORROW NTROL PLAN TO AREAS), 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. ALLDISTURBED 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. - --------------- \ ----------- DEDIC D PUBLi.Q R/Vy \. -- __ - 4--. -------- --- '� FD _ U _ 1" I f I _ I ON 00Q \ 4 ® _ a 1 \ _ I \ JET \ 1 1% vv v `v- A its \ I / -a� ,r O \, _ Q / I .\ .1 •\ •.� / �\Q0 .�,/ -IP3 S` 2 � :/, /�/,• ``tib � � T �" J \ / I, _ f LOP mt al5ab . ' 646 i� 1' // I 1 i Ny I AV A A Avg\ ./-_�`_ _ / / ! 1 •,,ate 1p \ \ \\ \ \ _ \ ! t I NAO I r ES DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING 5. SURFACE ROUGHENING (EBS STD. & SPEC. 3.291 SHALL BE PROVIDED ON ALL SLOPES 12. THE TEMPORARY DIVERSION DIKE MUST REMAIN IN PLACE UNTIL THE AREA IS STABILIZED. -8. DEVICE. GREATER THAN 3:1. BT ES THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND 6. NO LAND DISTURBING ACTIVITIES SHALL COMMENCE PRIOR TO THE APPROVAL OF THE 13. LAYOUT FOR DIVERSION DIKE ALONG ENTRY DRIVE WILL CHANGE DURING CONVERSION OF SEDIMENT TRAPS TO BIO -RETENTION AREA. SEE SHEET 4A FOR FURTHER DETAILS PLEASE -9, AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP EROSION AND SEDIMENT CONTROL PLAN BY ALBEMARLE COUNTY AND THE ISSUANCE CONSULT LANDSCAPE ARCHITECT/ENGINEER BEFORE INSTALLING DIVERSION DIKES, TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE OF A GRADING PERMIT. IMMEDIATELY. 7. THE CONTRACTOR SHALL ASSUME ALL LIABILITY AND RESPONSIBILITY FOR EROSION AND 14. SILT FENCE SHALL BE MAINTAINED UNTIL SITE IS STABILIZED, SEDIMENT CONTROL MEASURES, AS THEY ARE DESIGNED TO PROTECT ADJOINING BUILDING 15. EXTREME CARE TO BE TAKEN NOT TO DAMAGE EXISTING TREES WITH DIVERSION DIKE. Notes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� THE OUTLET SOUTH OF D50-_.Qy�7______-- _ O ------- ANY DISTURBED AREAS WHERE CONSTRUCTION ACTIVITIES WILL BE HALTED FOR LONGER 11. A MINIMUM WATER TAP OF 1 INCH MUST BE INSTALLED WITH A MINIMUM 1 INCH BALLCOCK BASIN 4 IS TO BE TURNED ----- -(Srr ETAIL --�s-- - - _ ---'--- - �' THAN 30 DAYS SHALL BE STABILIZED WITHIN 7 DAYS OF THE LAST CONSTRUCTION SHUTOFF VALVE SUPPLYING A WASH HOSE WITH A DIAMETER OFR INCHES FOR ADEQUATE _ __-- "" 7_SHE T.11L-- ->----RIGHT -''TF-WAY ACTIVITY. PERMANENT STABILIZA710N SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT CONSTANT PRESSURE. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO AN INTO THE BASIN _ I _E DORMANT FOR MORE THAN ONE YEAR. APPROVED SETTLING AREA IN REMOVE SEDIMENT. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING STORM DRAINS. DITCHES OR WATER COURSES. 0 a_______________ - - --r�� a -x x x _ - I i I i t II 1 r F Iti \ 1 l 1 I� - I �_... �, !y1}({ . -.._ _ : - ..I-va'i{• ,;� '`'; �p r - 53 \ us � � �i\� 1 ! I � t , / //i __ S \ I I see s :,. I 53 _ Y_ -(� - - _ ♦ \ � I I ' l 1 1 i I,; Zilofi IP3 ds• e 111 � L 1 t--- -I"-„ Q r 'IP3 E'g vl I �6l ,_, -I 12 I I , ',.z .. ,T PO _ \ \: _. � / �, \,\ � \17/1%1;; i'/♦/;%// / ! a I I l ITT 1 z 1 k {p^g7 ,_ --_.--,I ,.. ,,.___--.,_-- -- IyJ ; e I /: I..L�b ..,^"� c `i : '.; I ' _.:_�. _ I " v,. -'r � � ~`\i/lli////l'J//Ji//!/II/I/i/ . � ✓ !tl !J ^ Legend 7ao4 - i0 3r � EASES. STD 8 .... : ~ SPEC. NO. 3.01 - - _X_ - _ L?o CONSTRUCTION ENTRANCE X -. .. E. & S. STD. & SPEC. NO 302 '� w / ((}} CONSTRUCTION SgSTO &N SPEC 0A.03ZATI0N C -x x sre , / r Ir' W 2 1 F SILT ENCS WITH WIRE SUPPORT 1 2 16R li' / U k 1 i F w' v ! /: S - 1 6A E. 8 S. STD. 8 SPEC. NO. 3.05-1 - - Z O 1 !: � STORM DRAIN INLET PROTECTION S. STD. & SPEC. NO. 3.07-1 r STORM DRAIN INLET PROTECTION E. & S. TD. & SPEC. N 7- $ SEC O 30 6 STORM DRAIN INLTET PROTECTION RA I1' TEMPORARY SED ENT BASIN IP2 E. & S. TD. 8 SPEC. NO. 3.07-8 �` \ � S O i F� E. 8 S. STD 8 SPiC. NO. 3.14 c -f 'v '- _ �� ' / ' •' \\\ \ \-6� �` f - ^11 CULVERT INLET PROTECTION S -+ 'r' �� -- S.:•;uEYANCE CHANNEL CIP tµ� J - NO. 3.17 E. 8 S. STD. 8 SPEC. N0. 3.08 G- _ ! -N I � STORMWATER CC ` O TEMPORARY DIVERSION DIKE •" / 0 /' / / ' , / / / ' \ \ f \, ' ! O MULCHING E 8 S. STD. & SPEC. NO. 3.09 E. 8 S. STD. & SPEC. NO. 3.35 TEMPORARY FILL DIVERSION 8 S. STD. 8 SPEC. N0. 3.10-.~ SOIL STABILIZATIIdJ BLANKET MATTIN� & S. STD. & SPEC. N0. 3.36 TEMPORARY SEDIMENT TRAP \ I sT DUST CONTROL O E. 8 S. STD. 8 SPEC. NO 313 / / i / / i! al'• P, .1 \ � (� �; ' SA � �' E. 8 S. STD. &SFEC. NO. 3.39 / SURFACE ROUGHNENING OP 0UTTLET PROTECTION O 3.29 O E S STD. &SPEC. NO. 3.18 J / ! .004 1 �-O 2't, \�♦_i.. I , - �Y .02�F. 24 --'i c��' S4� / t � TOP SOILING Qp ROCK CHECK DAMS 59 E. 8 S. STD. &SPEC. NO. 3.20 IP9 . \ _ / I ' J R D 5 TO E. & S. STD. &SFEC. NO. 3.30 O TREE PRESERVATION AND PROTECTION TEMPORARY SEEEING O E. & S, STD. &SPEC. NO. 3.38 \-„ \ LIMIT OF DISTURBANCE / -�� _ �k� I \ _ \ `I ■ ' PS PERMANENT $EELNG & S. STD. 8 SFEC. NO. 3.32 DRAINAGE AREA �DA� SAFET�@E{dCH I -d.;` it ! - i '�. \ , s• \ \ / ' r ! ll, \ BAFFLE ♦ • • Phase -3 Construction Sequence (Building Construction Towards Sherwood ' r 1 1\ b \' /' � O P(} `\ \ � 10', EM ANKM NT { \ �` q ( g P3 \ +, P3 `E Vie{ .ly o - _ , \\ / Manor & Grading Towards Sunset Avenue) / ' ✓ i 1 • V , , / - �� / , , �i e A -. V �V - Z - �,� � 7. RETAIN ALL EROSION AND SEDIMENT CONTROL MEASURES PRESENTED IN PHASE -2. s 2. CONSTRUCT PROPOSED BUILDINGS AND OTHER SITE FEATURES (CLUB HOUSE, BASKETBALL COURT, TENNIS COURT, PEAKING LOTS, SIDE WALKS ETC.( AS SHOWN ON THE PLAN. 3. INSTALL LANDSCA'E FEATURES AS SHOWN ON THE LANDSCAPE PLAN. / \ \ \ \ 4. CONVERT SEDIMENT BASIN 3 INTO SEDIMENT BASIN 4 AS SHOWN ON PLAN AND EROSION AND SEDIMENT C0N7g0L DETAIL SHEETS. / ,' / \ '` \ \ / % ( INVi PDR 1 ! I I 7 \ \ ` \ .: \♦ 5. CLEAR FOR AND 4JSTALLSILTSTABILIZE FENCE, CONSTRUCT RETAINING WALLS AND PLACE FILL DIVERSION : /i MATTING. APENUE THE FILL DIVERSION WITH TEMPORARY SEEDING, MULCH AND EC -2 -'; PERFORM GRADIN(: ICUT/FILL) ON THE SITE AND CONSTRUCT FILL DIVERSIONS AS SHOWN ON THE \ PLAN AND STABILIZE THEM WITH TEMPORARY/PERMANENT SEEDING AND MULCH, CONSTRUCT RETAINING /% /, / '' i l e - \ \ \ •\ \ \ \ / r : I !, , F •_, \ \ \�` - \ \ �i WALLS AND INSTPLL ALL STORM DRAIN INLETS, STORM DRAINS, AND UNDERGROUND UTILITIES (WATER SEWER ETC.) BEFORE/SIMULTANEOUSLY WITH THE GRADING AS SHOWN ON THE PLAN EXCEPT IN AND tohN \ ARO �/ J/ /%// / \ tl, '' V '•. \, -`. �`.� `. \/ ! / s��.. 1 � S:7/ `� f U -- \ � \ � MU � - - -- \ -_ SED4dENT BASIN 4. PLACE INLET PRO(ECTIONS, AS SHOWN ON THE PLAN, IMMEDIATELY AFTER INSTALLATION OF PROPOSED 7. „ INLETS. ALSO, SEAL ALL THE PROPOSED INLETS IN PARKING LOTS 'B' AND 'C' UNTIL PARKING LOTS GET STABILIZED / / \ \ \ . \ / �• \ \ ! ,P ✓ / ! 'XXX�A`V � 6' 6-m _- �� \ \ \'-. I / TP - _ 8. PROVIDE SURFACE ROUGHENING ON GRADED AREAS WITH A SLOPE MORE THAN AND STABILIZE ALL GRADED AR S WITH TEMPORARY/PERMANENT SEEDING AND MULCH AS SHOWN 0NTHE PLAN . 8 \-•. \. \\ \ i ,' I///,, �!,/ / //�4' .STONE WALE. O \8'\\ I / T?, \ \.. ! 8 \ \ \ ♦ ti \ \c % J : :' � / ' /; / G. ,� FROM BED VAT 0P�1 \ \ J \-s fl. \ '.. ••.1 \ \ \ \ \ - / , , / / �/ �e OAT N TQ _ ✓ - as \\\ uil 94 Phase4 Construction Sequence (B ding Construction Towards Sunset Avenue) 80 6WIDT CHANNE SF \� ___-!/ !/ i C NTRACTO TO 76 7 4 \_r_ / �/; ; / 1. RETAIN ALL EROSIGN AND SEDIMENT CONTROL MEASURES PRESENTED IN PHASE -3. AV > _ -1-- t-' B OWN ST E RIPAP ,IU50 - 6 r A vt„ I V A V /�A/II;; V A ♦ , , 1 CHANNE TO- ARMOR SLOPES \ v - \ \ V / ; / , A 1 i 2. CONSTRUCT PROPOSED BUILDINGS AND OTHER SITE FEATURES (PARKING LOTS, SIDE WALKS ETC.) AS 6 l SVA v -- __ ',r-- �'% P.R�B-'70 A RADE N O,F(,,FLOW OF '/ SHOWN ON THE PL4N. -�--�L6 s A v'vv: v--_----_ �_ i PC C D/A O� // i ! CITO CO TT.? ENGI�EERAO�,OR % _ • • 6�0 • A A vv`v _ _- _ STING, RT i/ V 1 / ! / / / I/// ///r 3. INSTALL LANDSCAPE FEATURES AS SHOWN ON THE LANDSCAPE PLAN. i V✓ALL //, DIN TE �EAQ6MENTI '\ ! / / / t i / SF / \ \\ DIMENT-T P tBBrioM9EJ3ASNC i� j I/1' i I \ / ', " / ! / ! t l , I \ ! - - _ -- FN$P _ , ' ,/%! O i \ o \ I \ / , !/ ; /' % , , ;' J \ ; ,/;; !;, Phase -5 Construction Sequence (SWM Facilities and Rest of the Buildings / \ \ jjSrE`cyy,,,Ejj7tlL EL _.-1--Av'a W D 3" �' /i1 - 1 '' 1 \\ l..OriStructlOn q $HEEi`ai).� - BQTT_ _ _.42 18-r•2*w',(,,`Cf 1 , - `\ Phase -1 Construction Sequence (Site Clearing) ) V V 6i 1, AFTER COMPLETION OF SITE WORK AND STABILIZATION OF SITE SHOWN IN PHASES -3&4, REMOVE ALL _ _ -_ �W-_-_�-_ -:-1- - ''�i'�''i l' \\ �- 1. THE EROSION AND SEDIMENT CONTROL MEASURES PLACED IN PHASES -1, 2,T3 & 4 EXCEPT SEDIMENT R INSTALL THE CONSTRUCTION ENTRANCE. CLEAR FOR AND PLACE HAUL ROAD WITH PROPER STABILIZATION. y0' CLEAR FOR AND INSTALL ALL THE EROSION AND SEDIMENT CONTROL MEASURES ISILT FENCE, DIVERSION BASIN 1 AND SILT ON FROM ALONG SUNSET AVENUE (SEDIMENT BASINS AND TRAPS ARE NOT TO BE REMOVED \ •\`__ WEIR 182-25 -', �/ ,�(! \ WITHOUT PERMISSION FROM THE COUNTY EROSION CONTROL INSPECTOR(. ALSO PLACE THE SILT FENCE AT __ I TRAP, T A SHOWN ON THE PLAN. STOCKPILE TOPSOIL AND STABILIZE -- ----_-_-+ --` ', Q DIKE, SEDIMENT qA ,SED SEDIMENT BASINS C) S S THE BOTTOM OF THE EMBANKMENT OF SWM POND AND ALONG THE SUNSET AVENUE AS SHOWN ON THE PLAN, ,- / ! �. ', � AS REQUIRED. __ -.. 1. ,: 1 I ST - - - ----_ 'moi / }- \ 2. 2. GRADE THE AREA AND CONSTRUCT PROPOSED BUILDINGS AFTER REMOVING SEDIMENT BASIN 3. ALSO, ING BERM (DTV ----__ `r ��\QT IMPROVE EXISTING CHANNELS ALONG THE SUNSET AVENUE (STABILIZE WITH RIP RAPT AND TO THE EAST ER _ --- - i // �i \ CONVERT SEDIMEN. BASIN 1 INTO STORMWATER MANAGEMENT POND (FINAL GRADING, WATER QUALITY I " S ¶WERT RUNOF - M -^ - _ - \� ' / ! qq)\ \ OF SEDIMENT BASIN -1 IMPROVEMENTS OF CHANNELS MUST BE IMPLEMENTED DURING A PREDICTED DRY WEEK. FEATURES ETC.) AS SHOWN ON THE STORMWATER MANAGEMENT PIAN (SHEET 4E)AND STABILIZE THIS AS I PNNEV OI�� \\ 3' PROVIDE TREE PROTECTION, REMOVE EXISTING TREES AND VEGETATIVE DEBRIS TO AN APPROVED LANDFILL.SHOWN ON THE ESS PLAN. STOCKPILE TOPSOIL AND STABILIZE AS REQUIRED. 3. PLACE STORM WA ER MANAGEMENT FEATURES SUCH AS STORMTECH SYSTEM IN PARKING LOTS BBC Q 4. AND BIOFILTERS. PROVIDE SURFACE ROUGHENING ON GRADED AREAS WITH A SLOPE GREATER THAN 3:1 AND AND ALL GRADED AREA WITH TEMPORARY /PERMANENT SEEDING AND MULCH AS SHOWN ON THE PLAN. 4. REMOVE ALL THE EROSION AND SEDIMENT CONTROL MEASURES AFTER THE SITE IS COMPLETELY STABILIZED. / 1,/ / SIF ,' 6' x 30' BLANKET OF . - / v I 1\ '\\ �,\ �� , A\ Phase -2 Construction uence (Grading Towardss Sheiw00d Manor) - /! {----.ggOWN STONE pip -RAP A P! 1 .\$Q/•\q D,50 ='6- / 6' 3 BLANi<IET l \ \ O 2 ^l L PERFORM GRADING (CUT/FILL) ON THE SITE AND CONSTRUCT FILL DIVERSIONS AS SHOWN ON THE RIH-RNP PLAN AND STABILIZE THEM WITH TEMPORARY/PERMANENT SEEDING AND MULCH. CONSTRUCT RETAINING --6` ! \ 3\�Q Scale P_50' Contour Interval=2' i STORM DRAIN AND UNDERGROUND UTILITIES WATER NQ �i WALLS AND INSTALL ALL STORM DRAIN INLETS S O S LINE SANITARY SEWER ETC( BEFORE/SIMULTANEOUSL WITH DRAINS, GRADING AS SHOWN ON THE PLAN / �` r _ -- \\ / \ ♦^ 9 \ .✓ n2 PLACE INLET PROTECTIONS. AS SHOWN ON THE PLAN. IMMEDIATELY AFTER INSTALLATION OF PROPOSED J T _ _ �y \.,,. \ ^,�i �•'r 1 ._ I INLETS. 3. PROVIDE SURFACE ROUGHENING ON GRADED AREAS WITH A SLOPE MORE THAN 31 AND STABILIZE 0 50 100 200 v ! /' _ _ ;� �: , ` \!i / \ ♦ ;!� / I'�, ,,/ // /, ALL GRADED AREAS WITH TEMPORARY/PERMANENT SEEDING AND MULCH AS SHOWN ON THE PLAN, McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE VA 22902 t: 434-979-7522 f: 434977-1194 www.mckeecarson.com McKee Carson and field Span Concepts, Ltd. reserves Its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Corson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. bpyTR OP Y/ o� 2 ROBERT B. MCKEE� NO. 78 A J r R Sr �S• 6 I NAL O UO 7� C) co U w � f~ -.r O O Qz� nd �z W o U 1-4 W Revisions: 1.09/29/06 COUNTY C0MMEN75 2.11/03/06 COUNTY C0hA4EN17S Scale: 1"=501 Date: 05/15/06 Project No.: 0609 Designed, BT Checked: RBM 39 I _ --- T- ✓'�� _ / a O 1 RETAIN ALL EROSION AND SEDIMENT CONTROL MEASURES PRESENTED IN PHASE -2. \ , / , r g, 1, t+y a tt ' f \ , : _ _4 r _.. 2. BASKETBALL COURT, 4 \ CONSTRUCT PROPOSED BUILDINGS AND OTHER SITE FEATURES (CLUB HOUSE, T, . _ �, ,/ r , /, _ ,., / / , � �• '' •, � TENNIS COURT, PARKING LOTS, SIDE WALKS ETC.) AS SHOWN ON THE PLAN. , .- % — f.n t / ' '� "_ _ _ _ ._-. �y 1 1, _ t' - -: / , , : i a - - _ J , / ; : - .. ; INSTALL LANDSCAPE FEATURES A5 SHOWN ON THE LANDSCAPE PLAN. .- P° - , - 3 Y _ _ - gg I __ b , 4.., I 1 '"•`� .. �: - __. _- �,., . __. __ ..- , . %_. _ , .. � -.-. `, ,` 4. 3 INTO SEDIMENT BASIN 4 AS SHOWN ON PLAN RND EROSION AND SEDIMENT __ � ' ; / / \ ;, a t ! r 4 �`'�'�--a :.-s„r ..:; _,:,, �, � �` � �b -�. � \ `� / CONVERT SEDIMENT BASIN ° l =' �.-.- CONTROL DETAIL SHEETS. �n y , @ rm _. ." I g i d / � /,111 I'll J - - ., 111 " _ , __ __._ ..._ .___ %- . / , , : -,, , � .. - �, _ . .,. \ !yam �` `. - ,: .. a , Fes?- r 82 _ .._ Q - 4 " J l: _ -- - 5. � � � , ��'' � \ \ `� � � _,, CLEAR FOR AND INSTALL SILT FENCE, CONSTRUCT RETAINING WALLS AND PLACE FILL DIVERSION 1.j , °> , , } , ,,. , �� r .' n t. '', `� ALONG SUNSET AVENUE. STABILIZE THE FILL DIVERSION WITH TEMPORARY SEEDING MULCH AND EC -2 _ z. _ t' a ; / , r ` _ \ s i MATTING. _ , "rte. �� ' __ .._ m _ i J , #11 I ,1 , \ Q 1. ' _ , - s .I ''. ,( - } �°~-�. _ _ _ __ __. _._ - - .�' - - � - ,� , _ , . , = �` � '' \ PERFORM GRADIN' CUT/FILL ON THE SITE AND CONSTRUCT Fl L DIVERSIONSA H WN N THE % #T 6. 0 ( )L S SHOWN 0 4 _ _ ,. /\, , ti d ; d , : Y, 1 , _ \ - -__ �. - ,_-. _ -__ --_ .--- �, � ,, `, , , B , . , �. - _ PLAN AND STABILIZE THEM WITH TEMPORARY/PERMANENT SEEDING AND MULCH. CONSTRUCT RETAINING TENNIS COURT ;/ w Q WALLS AND INSTAL ALL STORM DRAIN INLETS STORM DRAINS AND UNDERGROUND UTILITIES (WATER ' - , 4 ;' - _ _ ORE/SIMULTANEOUSLY WITH THE GRADING AS SHOWN ON THE PLAN EXCEPT IN --- _ - f .� $ , C.� o _ LINE, SANITARY SEWER ETC.} BEFORE/SIMULTANEOUSLY , v (' 7 ` - 4 _. __ �-�-r�-. ( _ ;t - AND AROUND SEDIMENT BASIN 4. -- - - - ._ I u f . / -.1 U �__ - -' \ 1, , _ __ - , -- �' -- - ,- _- .--- - m ,;. ;' �. 1' i ; .11 ::> `' . , :.. � _ �., `l, 7. PLACE INLET PROJECTIONS, AS SHOWN OI\4 THE PLAN, IMMEDIATELY AFTER INSTALLATION OF PROPOSED , ' t ,, \ -_ .._...__ ._-_a .✓' .� -- - _ _ _ .> , ' . - --- ; ; ; ,x :� - POSED INLETS 1N PARKING LOTS B AND C UNTIL PARKING LOTS GET _ �� ___ _ a l �, TS. ALSO, SEAL ALL THE PRO - _ 4 , �_ . , .-�, - �, y @ STABILIZED - -- \' PROVIDE SURFACE ROUGHENING ON GRADED AREAS WITH A SLOPE MORE THAN 3:1 AND STABILIZE - _ 8. -- - " - - , 7 __ __ _ __ __ _ _-- -- = - _� ALL GRADED AREF-S WITH TEMPORARY/PERMANENT SEEDING AND MULCH AS SHOWN ON THE PLAN. -- �-!- 11 ,� / f i p . r. f J w f �'' / d°� - , . - - / ° _ , `% ` y 7 �� € _ * / , / - I'ha 4 Construction Sequence �3u�ldinConstruction Towards Sunset nu "� _ , e / rS _ -% ! se onstru �.oT s � e ve e �;_ _ _ / ,�� - _.. - _ - , 0 } , _ - f'� r 11 I L. 6 � P P 1 �' I /Il e fi '� 5 7 r/ C , g 7 �v f , : i:, ,�; t. RETAIN ALL EROSION ND SEDIMENT CONTROL MEASURES PRESENTED IN PHASE -3. - f ... `iR S S S SE , , " f - __ J' - - 'S� I �, , I: 't /' - '; f ;. , U 1,, , ,_ r _- _-- - %g ' ' I , 2. CONSTRUCT PROPOSED BUILDINGS AND OTHER SITE FEATURES (PARKING LOTS, SIDE WALKS ITC.) AS (1 \ a� 1 ,.'`g ? } a I / SHOWN ON THE PLAN. I , , s -. - i 3 ' rr• i 9 __ - _ r _. / • 3 - - INSTALL LANDSCAPE FEATURES A SHOWN ON LANDSCAPE PLAN. /' 1N L LAN SCAPI EA S S 0 N 0 E LA SC E LA ;. _ , _ _ '_ ' ! 1. , ,11 i - s _ l _ -, \ JJ \ - a� - _ _. i" j \ c _ _% _ P n n Facilities � Buildings Phase -5 t Sequence ce SV�JM �� h u in _ �.� �' ; � se Construction 5 e ac t es and est o the d s - __a - - __. __ _ - -� - I Construction) i -- _ 4 - - _ _4 _ _ _ _ _ Phase 1 nstruc n S encs (Site Clear d ` Via{®® - /' C - - f , 1. I �, -- I .. , \ \ �d. - -. `. � ' � equ � ung % V -., - r:: -_ mom, L 1. AFTER COMPLETION F SITE WORK ANDSTABILIZATIONOF IT SHOWN I PHASES -3&4, REMOVE A ,P / ` ' ��,� \ cS� ` \ _ ., .._ _ ,-- _` �r,..� ,, : ,// 1, THEEEROSIONAND SEDIMENT CONTROL MEASURES PLACED 1N PHASES -1 2N 3 & EXCEPT SEDIMENTL S = Z / , , ; - _- _ 1 -- . __ _- __ _--_ _ __ __ -__ ._ _ '= �, �.,, • / , INSTALL THECONSTRUCTION ENTRANCE. CLEA FOR AND PLACE HAUL ROAD WITH PROPER STABILIZATION. }� . y ,. -- \ ,, - c _ - - H% ,- �,� / S ALL R O O f \ -, \ - \__ __ % C> ---- ,' , CLEAR FOR AND INSTALL ALL THE EROSION AND SEDIMENT CONTROL MEASURES ISILT FENCE, DIVERSION BASIN 1 AND SILT }ENGE ALONG SUNSET AVENUE {SEDIMENT BASINS AND TRAPS ARE NOT TO BE REMOVED I f - ,,-, �,� ;' WITHOUT PERMISSION FROM THE COUNTY EROSION CONTROL INSPECTOR?. ALSO, PLACE THE SILT FENCE AT - - - - � - o I - _ _._ _. ___ _- -.-_ _ ;,, DIKE, SEDIMENT TRAP, SEDIMENT BASINS ETC.) AS SHOWN ON THE PLAN. STOCKPILE TOPSOIL AND STABILIZE --- __ -_ • - _ '-" .- - - / ` , , � y : ; ,/ ,' ,' /' THE BOTTOM OF THE EMBANKMENT OF SWM POND AND ALONG THE SUNSET AVENUE AS SHOWN ON THE PLAN. -� - ` U}RED. { �c. , �' - ,� _- I �� 2 f - ` - -, h l - - _ �/; /, 2. GARDE THE AREA AND CONSTRUCT PROPOSED BUILDINGS AFTER REMOVING SEDIMENT BASIN 3. ALSO, AS REQ - _. _ _ - �: , 1 - _ ._.- �;;.;A /` CONVERT SEDIMENT BASIN 1 INTO STORMWATER MANAGEMENT POND (FINAL GRADING, WATER QUALITY IMPROVE EXISTING NNELS SUNSET STABILIZE ITH RIP THE I , - -- -_ - _ - _ �i, — _ ..ri, , . OF SEDIMENT BASIN-1.IAMPROVEM�NG OF ECHANNELSAMUSTEB(E IMPLEMENTED DURING A PREDICTED ED DRYSWEEK. , - _ - r.", /, ; .-- �� -_,�� ,� _ __ _ �„,'- , , , , .FEATURES ETC.) AS SHOWN ON THE STORMWATER MANAGEMENT PLAN (SHEET 4E) AND STABILIZE THIS AS _- _ - __ ' - 3. SHOWN ON THE E&`� PLAN. ` � 0 ' , 4, . , ,' ,,_- »__ - -_ __ __ -- - � - , .r' I ` , h`� , /, ,' PROVIDE TREE PROTECTION, REMOVE EXISTING TREES AND VEGETATIVE DEBRIS TO AN APPROVED LANDFILL. \� w t , : \ \ _ ; ,4 , i / 0� - __ __, _ _ _ - ,- a � ' f " STOCKPILE TOPSOIL AND STABILIZE AS REQUIRED. ' , - - ' --- _ '_ �,, € . ; t / 3. PLACE STORM WATER MANAGEMENT FEATURES SUCH AS STORMTECH SYSTEM IN PARKING LOTS B&C \ c� f % --, _ / �' ; ' - `,`:' , y, 4. _ AND BIOFiLTERS. V- .- -- . , .i - ,� - _ __ _- ,,,, � - , - ,� 1.PROVIDE SURFACE ROUGHENING ON GRADED AREAS WITH A SLOPE GREATER THAN 3:1 AND STABILIZE - __ -_- _ -- _ ___ _ �v' �" / UU' x'; '� ` ALL GRADED AREA WITH TEMPORARYIPERMANENT SEEDING AND MULCH AS SHOWN ON THE PLAN. �, \ \\r / 1i --- _ 6 4. REMOVE ALL THE EROSION AND SEDIMENT CONTROL MEASURES AFTER THE SITE IS COMPLETELY U 2 \� \' - ; , �.� Zf _, - �� ; ( `amu \ C7� STABILIZED. 11 I�'1. @ Phase -2 Construction Sequence rad° Towards Sherwood Marro / - tn r <J j.. P -, ., -----� ;�% I-,' 1 ;��, I 1. PERFORM GRADING (CUT/FILL) ON THE SITE AND CONSTRUCT FILL DIVERSIONS AS SHOWN ON THE STABILIZE - Interval= I 2' \ d f y� P ! _ ,(ry �Q� !„ AND DI AZE AHEM WITH DR PORE R/PER ORMNDRA NSDI AND UNDERGROUNDNUTL CONSTRUCT WATER Scale 1"_50' Contour lnterval_2' PLAN �`1. _ s ,; �, .� I ! ."'p \ , - WALLS N NST LL L S 0 A S: S "` 6� i - - :/, s'' \. LINE, SANITARY SEWER ETC.) BEFORE/SIMULTANEOUSLY WITH THE GRADING AS SHOWN ON THE PLAN. _. _ - `' - " I t ' \`. ,' ,'r,° ,- - - 1� �' , / ' , , 1 2, PLACE INLET PROTECTIONS, AS SHOWN ON THE PLAN, IMMEDIATELY AFTER INSTALLATION OF PROPOSED \N - j " .� -� / 'y,,,� /rte INLETS. ° ` ''" ;, ;.. --- - - '- - - ' f T ' ,- - --1 d `�'� .' , N wnN { 4 am °nn(f -` --- -- Y✓ g.:, _ _ li i- � -' ,, '`\ \C !�/ , t `` 1 4- -� Y `' `' i 7 3, PROVIDE SURFACE ROUGHENING ON GRADED AREAS WITH A SLOPE MORE THAN 3:1 AND STABILIZE 0 50 100 200 ° ;'°,/ ,' - _ _ J ; 1_J I, ,% - 1 ALL GRADED AREAS WITH TEMPORARY/PERMANENT SEEDING AND MULCH AS SHOWN ON THE PLAN. CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. Ail ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. �pyTH O,p ROBERT B. MCKEET NO. 77 ols 'A' �1.,N. .0 Revisions: 1.09/29/06 COUNTY COMMENTS 2.11/03/06 COUNTY COMMENTS Scale: 1" = 50' Date: 05/15/06 Project No.: 0609 Designed: BT 0 RBM F- I 17) C)L_ 4 C13 :E U H •T-; I W ;--4 �� UO .e, (Oz) 1� (W W Cn AdMftk ,a P-4 �: O -�,�.0 F-4 P4 44 Revisions: 1.09/29/06 COUNTY COMMENTS 2.11/03/06 COUNTY COMMENTS Sheet No:. Scale: 1" = 50' Date: 05/15/06 Project No.: 0609 Designed: BT Checked: RBM Sheet No:. CONSULTING ENGINEERS . � DRAINAGE SWALE LANDSCAPE ARCHITECTS DIRECTS FLOW 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. __w________�_ LAND PLANNERS TO SEDIMENT ONG THE LINE . -.Mm 2 X 4" WOOD FRAME . CLASS I RIP RAP I BASIN OF POSTS. 1. WITH GRATE _____ 301 EAST HIGH STREET . ___,:�� I -1 --' INVERT PIPE CHARLOTTESVILLE, VA 22902 6 4 3" BM -2 ASPHALT I 10' MAX. a a ' f: 434-979-7522 1 _______ TOP COURSE - - - __ -___ - I I 0 @ 11 M 1.5' MAk _ " 1< -1 / � FRAME '11___� ____ RIPRAP HEADWALL f: 434-977-1194 1 1 0 / 1 2% EXISTING . � .,,- --I �, ',-- , Www.mckeecarson.com ___ .do-- - __ - - - -, � ____�____ __�� _-�_->� �'__ a o ;J __ �� O' \ \ VDOT #3, #357, OR #5 � � / ..1..-._-.. .:. . - .. 1.0-- ,��-< ?1! _�_ - - ( COARSE AGGREGATE . . - . Z\ � ��- ,,,-- __- < �;,< I - � �11 SEDIMENT STORAGE ARE/� "\ I . - �, 6" 21A AGGREGATE - �1< - 1��_ - � No 11 7",/""I,R�_ - ;:� ____1 _----_ - -1 I I I - I'll I I - - ___� 3ASE I � I--- "-- - - - � � ��,< am. a I Z I � - "M I N. - =�� --------I ____ _____ � __--- FILTER - , �1_ - " - _,_� - ___71� \I- - < , / ; � � - . - CLOTH _1�11_ , Jill - � � Jill I----- - : 11\ ___ Z ,,,,- McKee Carson and Field Sport Concepts, Ltd. I ,,,,'- ----, /_� -� 11111 I - - _L reserves its common law copyright and other SECTION A -A ---EX. CURB OR 6::::��,�_ ___ I GATHER __� --_-_---L .,�- ,,, - = .�,R -----__----" -----*- property rights in these drawings, All ideas, ,,_� I - c�� 11 r - _� ___11 EXCESS 0) / - designs, sections, details, and plans are the I r- �� ------___ ________� AT CORNERS Z/ 6 70' MIN, - - - . I U U 4- � � ,--, / property of McKee Carson and Field Sport 00, - . "Il'l" - FLOW - - I 01, f -641 F1111 f��Ilw \ '_� Concepts, Ltd. These plans are not to be B �_� �Ii - 1 4 . PERSPECTIVE VIEWS reproduced, changed, or copied in any __ 1� F` . - -MUST EXTEND* - ,J . I PERSPECTIVE VIEW form or manner whatsoever, nor are they I W1q�, � * . t... ..- . �' - STAKE , "N. / , - . . . ��. . - - , ..' - - I FULL WIDTH OF .. \ 11 11 . .. , 11. . . . I .. . .'.- * *. 14J . . I . . . . . . , 3. ATTACH THE FILTER FABRIC TO THE 4. BACKFILL AND COMPACT THE to be assigned to any third party without , 12% ." '- .o. - . . . . * STORAGE REQUIREMENTS EQUIVALENT TO THAT OF TEMPORARY SEDIMENT TRAP, STD. 9. SPEC. 3.13 1 I . 1, . Z * Z71 . 29/, ' . . . I I . ' INGRESS AND F A I I . � -0 � . . .� . : __JA EGRESS WIRE FENCE AND EXTEND IT INTO THE EXCAVATED SOIL, irs o aning e express permsson an I . � . . . . �� . � �1 '. I.* - . . . . . . . . . I . . .-, I . . . I . Ti-IIENCH, PERSPECTIVE VIEW FABRIC 6_1 C.YJACRE WET STORAGE (BELOW BASE OF STONE) - .. . . " .: . � . . . . . . . . . . . OPERATION � 37 C.Y./ACRE DRY STORAGEMASE OF STONE TO TOP OF STONE BERM) consent of either McKee Carson or Field �/, �\,� \ I . , I . . � - I � I. , : , - - :- ` , .I . - - - . . EXISTING , I I �, � .1 . :, . I - . - I 11 -,I--- - . � Sport Concepts, Ltd. I B -.0 POSITIVE DRAINAGE ______,"",_/ , � I � -T- PIPE INVERT TO SEDIMENT ____ ------ , ., ,,_-�\-\ 11 �, ____ I 1� 10� Ill- - 1' MIN, - F1 ,_----_ �_, TRAPPING DEVICE _----_ ��, � . 11 I � 11111 RIPRAP I \1 - - - ::�_� - - � ., . 0 111`�� \1, I _Jx0- CLASS I RIPRAP HEADWALL ,1111 .�,_ - __ �, � -.:-- I I I , L.I. R 0 PLAN VIEW ___� - 1111 ::,/,-----,, __z 11111 - - Y VDOT if3, #357, 1 - - .,�� - 0�1 / ----- � OR #5 -_OARSE '41 _�� C/ � � GROUND 4 .I'--,,- 11� _1� � I J_ ELEVATION OF STAKE AND - �� ------ V - = 000 c�__,_-_, - i , FABRIC ORIENTATION I 2' T-7' �� = .11111�/, 42' MIN 6 ,-Ir-- FLOW I � I DETAIL A AREAS TO BE A\11��,�\�\ ROBE T B. MCKEE �;, I � 2% 1 IP", - I-- �:, Mi . DISTURBED I -1 K� , " I NO. 77 A. � ////, �, I " �?� , . y V,</ , �/// :.'._:,::":4 * -,'. .*. �.:. ... ..'. .*. - III - :2 I I "<� 0�� .. . .� -: - . I .6 : N � ,,P I --tl :: 3' - , Ab '. CLOTH IRE FABRIC 111�z 0 . 11�� I�:14�1� vll\\'\'�\�\�\/ 7 7:7 �'-. .7 :: �, FILTER �i III 1_�Il �, i : I.,..-��,, 1 1 1 :'.' .'.' :. :, I ETCJ r�� ... . I . . N1A//� EXTENSION OF FABRIC AND WIRE INTO THE TRENCH, i ---z I ... _,Ysil �, 'IN 1Q4N1,\1§111% SPECIFIC APPLICATION .1.1\1/1/ ,/ / ,� I J \ ",�,,�,\ -11111- //. � LINE POST '. �I. V 0 _rL_0_W_1*_ uNAL \\,��\�"\,\,�\\,\\,��\"\,��,\,� 11 11 / - _/1 FILTER FABRIC I MA � iii . 101 M . THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE 4 ____� �,�* GROUND LINE INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER -_ . SECTION 6-8 WIRE 5' MIN. POLYETHYLENE - \ "'--- -CONCRETE FOOTING . THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS JNOT I SEE I NOTE: _I--- FABRIC EXCEEDING I C.RS.) ARE TYPICAL. THE METHOD SHALL NOT = Z"_ A MINIMUM WATER TAP OF 1" MUST BE INSTALLED WITH A MINIMUM V BALLCOCK CONVENTIONAL (ATTACH TO �__BRACING APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS METAL (TI OR POSTS WITH IN STREET OR HIGHWAY MEDIANS. PLYING A WASH HOSE WITH A DIAMETER OF 1.5" FOR ADEQUATE CONSTANT 111101111 ,ill 11 M POSTS METAL TIE WIRESJ ELEVATION -7- 1 -_ - I PRESSURE. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO AN APPROVED 17--111 - PERSPECTIVE VIEW PEPSPECTIVE VIEW SOURCE: N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN NOTE: EMOVE SEDIMENT. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING PLASTIC FENCE �AETAL FENCE MANUAL, 1988 MAX. SEDIMENT DEPTH (CLEAN OUT POINT) AT 1/2 VOLUME OF WET STORAGE AREA STORM DRAINS, DITCHES OR WATERCOURSES. .0 'L"Tm w0T Rov Am m)f*. a"AmmDS VX DSWO PLATE. &14 wuRm mft PAVED CONSTRUCTION ENTRANCE X0_001 C_C�� SILT FENCE (WITH WIRE SUPPORT) - XD -002 SAFETY FENCE XD -027 inn SILT FENCE DROP INLET PROTECTION XD -043 (3*ULVERT INLET PROTECTION - SEDIMENT TRAP XD_037 ___ - CE %if - N.T.S. DETAIL N,T,S. DETAIL N,T,S. -%J DETAIL - 0 ) 11 N.T.S. (�* DETAIL N.T.S, A X D L 7 TOTAL DISTANCE FROM - A A INFLOW D/2 THE POINT OF INFLOW I . AROUND THE BAFFLE TO - - -1 - - _- THE RISER. _� �A� 1`111111111 ------- ------- , / I �_ - I NORMAL POOL _z__ __ 0 Z!�11 ____ - ____� _�_ - - - , - I _� ::�_�� __�_____�� ' 0 PIPE OUTLET TO FLAT - -, ;/,\ I /. 1i I _____ - COMPACTED SOIL I I PLAN VIEW do AREA WITH NO DEFINED - ___,�, / D , i ----RISER � �_ - = I == - \11 - ',�� ___ I . - EROSION CONTROL FABRIC lo-� , . � ,,<-,� LIMITS OF FENCE TO I y -_ - 24" .-M.- 11 VDOT ST'D, EC -2 )_� BE DETERMINED BY � 11 __� 1, 5 . � - � -, --.- - - _1< - I I _,_� 1� ,.;",tit"i'lit - 11;t;V� 10 _!:� - , .&&Ab.A&%AW"W.1 - ,� I - FLOW PROJECT ENGINEER NORMAL POOL � D , , , � _`��, ___ .- - "I - -------- 4- ;� k I �__ 7== - 11 - __ _-, - F --.q -1 - �� . A IIIII 11111- 11111RI111IR 1111111 44 1 1 �111 RISER gnu - I - III I 11=511111 I 1-41111 I r, Oft. 10MN I L a . . :. - . I __�_ 'I--- .. �� I 11 .. 1, SECTION A -A ___ - - � �___-Z=- - 1-1 �____ � � �� "T. I .. .. I ( � � �� . U I U � - 0 % - __] I D/2 L - ) ( �� ,--'/ ___� �z 0 i I I - 94 1 1 1 . I "_ " D AFPLE F_-� pop I . "//, I �_ q ---,-,- -8 xGRAVEL FILTER *9 'Z� "_____� 1 �7� ", � I "I " biD �- . , , ;--q z I I - -1 CLOTH KEY IN 6"-9"; - - -- ��, � 12" WIRE MESH _<� .7-.4 0 , FILTER RECOMMENDED FOR , > I _I------ I ENTIRE PERIMETER RISER =._ �� _____ ____� SEDIMENT �-� 0) I U I - . ____________� ASORA& r-114 BOARD � I - � &Dpj "FEMPORARY DIVERSION DIKE XD -006 ;_4 FENCE __�� INFLOW , F" I I , ,_______ CORD FENCE A 1,1 !iE� I - i ,17TAIL N.T.S. cc I ,!�;:! 1� I �- Id CONCRETE GUTTE � �� _ : ,� ! ,, 11 . AWOONk. --I � �__, � � -_ . __�_ - R 1� z �Afi PLASTIC FENCE A 3d 0 (MIN,) NORMAL POOL I- 5:c��__ __Z�z ,- ii � 1.1 11 I - ____� 4 - a) �1� - �, � , � ,,,� ,, �� ,, I I _. � -10-4 . �_ - , ,� � - - _t:� CORRECT METHODS OF TREE FENCING , " 11 - � = 0 9 ?I -AN VIEW do - - t ,� BAFFLE ,- , I _= 111 41 ./ .4 CURB INLET 14-4 � I � I -.--- _� D 1_/ S C� � -1 �_ kl--- 1, / -=Illlll _ff - , / A ____ . , I - - PIPE OUTLET TO WELL 11'� N / / D/2 111111 A -I*---- ____�A EARTHEN RIDGE SIDE SLOPE 31 �: .i:-�, W-� . I I I '/ ,,--- DEFINED CHANNEL - L 1 I", 1� I I 'Mill 1 0 Cn , I � I � \11 /I i SHEETS OF 4'_ " // L-2 _� I ifl, I 1111111 - X 8' X 1, 2 " _� \1 �� /_ -_ I 1T, FILL SLOPE - 0 C'-4 �� & J� EXTERIOR - - , L = L I + L L_____J U �� r 1. - L a PLYWOOD OR ______ 2 ./ FOUIVALENT z �� :,�, , ,7- /- _____ 0') _t:� _� /I SECTION A -A r 0 % -----> INFLOW I I N A11111111111111111111111111111111111 - I - 51\xX1 1 � � IR/ �/\ / \//,11'X21111(/1�1</1�V1�<1/1 , / - I ,\>"�/'/��/, I / '� , - -.4 �\, ,\�/, 1\11/ z /I �/�\ - / / ��/?///� /�"�//\/Nll\ �/_/X/,/. / / / / k// \ell' -, ,/ /' / / I I I SPECIFIC APPLICATION , \� /, " /,\)//�\)// IF �7 I I I i, ',zl\\l ,\�, � � /, - .1 I I x X >�,��X/ I Ao"b" 1 ,6�� -_ - �, " 11 j < � /- � - rjg�� - - - I / ,( , , \1>/1/%)/1M/X1'1 \ _/� I �� 1111z�, 11� I 11\1 ,\ , /, , )_-1 \ , ,�� -, / ___ r-1 r- THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS � ,\\K I W /�>��\ F------- r -I -�/- ,> 11 �zx\/Ov I \ /\\ \� , , , - , / � RISER CREST ELEVATION - - A�� I I y ,�\>,/�, � \ , %, - � �, "fi( - ' I ?� �, I � > X� �\ �' � / ,/ ;5'1�> U� I WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE 10 /\ "IV X / , x -\/,/" / / \1 A V A V /11 V /11 \� 11 V A V A I 1/1\//"\ KEY IN 6"-9"; POSTS MIN. SIZE 4" 1 1 1 . I I I I Afi I II At �� difivL(" �i �" � ___� RECOMMENDED FOR SQUARE OR 5" ROUND ----- \\\\4 W INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED 2' 0 � Ry ENTIRE PERIMETER I I I I I I I AREAS. 1 P4 . My IV CORRECT TRUNK ARMORING SET AT LEAST 3' INTO � I NOTES: THE GROUND. 11 , IN x GRAVEL SHALL BE VDOT #31 #357 OR 5 COARSE AGGREGATE. P14 TRIANGULAR BOARD FENCE 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. __97 NOTE: THE FILL DIVERSION SHOULD BE STABILIZED WITH MULCH AND EC -2 MATTING, 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. f__ .J - SOURCE: VA, DSWC 3. d :: 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES, . TREE PROTECTION AND PRESERVATION FENCING (§01,).�La.TOTECTION - PIPE.......x,,, BAFFLE LOCATIONS IN SED ME ' BAS NS XD -033 I L.TE R xi)- � � �� 1, I ti r I VELCURBINLET SEDIMENT F �� RT.; �Ta�P�ORA�RY �FILL�DI�VER�SIO�N...... �XD026 � F!�_ , � " , N'T'� UF- / DETAIL N.T.S. 0 4 �� r TP DETAIL N.T.S. , 'S . . . I . . . . .- I . � I 1. . . I . - 1. . - . I - � � - I :1 I I I.. . - .. I - I . . I .1 .. � - I � - I 11 I .1. . - � I .1 - - ----.----.-- - I I - I .. � -1. I - I I I I I - . .1 1.11 11 I I . I � I � . - -.1. - .11 I �. .1 . I I � . I . � I I �. � �. I � _. � _ I I I �. 1. .. � . . - � I - I I . � .� � I 11 I - � 1. . ... 11 �.. - .� I .. I I � , I . I i - � � - ____ I - .. __ __ _ , - - - ... � . - : 11 �. . - - - - � - - - ,- , :_ ___ - __ - � ------ � - I - __ - - - __ __ __. � - - . . - .1-1 � � . . � 1. _. - . =, � il - � -_ , � ,- - " _-- � � - _. . I � . - - I-- -1. � -.-"- - � � I - - ,- :. - - I . - -, . I - -_ I __ . � � : �. 1 7 � .1 I I 1, ,� : 1. ,�. - - _ z I I, -, _.- , ,.-,--. I I_- I Z. � . � - � � ,- -1. 1, - � X � �. - - - - _. - I �.. ,- . . I .. � - -- - - -_ __ - . . �. , � � . , -, �. �, - � M.- - - , .. = ; 7__ � _ � - ..- - - __ - . I � -** I - . � . � - I -, .- - _. - I - I .. . � . � I - = = = - � . - - _ ,- . 111. � I - - � - - . - . � I � , I ** I ; = - � �. , -1 � 1. 1. M . -1 - �� . 2 � �._ 1. I -_ - 1. , - . I __ - : z - w � __ . - � - � - � - � � T - = V T. � : z - f -__ � �. I ,� 1, - - __ - , MINIMUM TOP WIDTH (W) REQUIRED FOR SEDIMENT TRAP EMBANKMENTS . - �_ - __ _. _. ,. , ___ � - - - _ , ". - ___ ,. - � ___ � - - - � - - = - 1-1- �_ . I ,� �: 1. � I .11 � - . . I � - 1. . I 1 - � . 1. .1 ,. � -- COARSE . . I I � - � I . I I . 1. I � I I � I - I . I . 1. I �. - � . I I . 11 . � � - . , I I ,� I .1 �, .I I I �. . I : SOIL STABILIZATION MATTING COARSE // I � . �_ � I � . . 1, � I . . I 11 I . 11 � . I I ... 1; I . I . I . � � I I . I � I . - � I .1. - -1 � I . 11 I .1 - I .11 - 11 �. I - 1. .1 . I � � -1 � - . -1 - - = � - --- - � - - � __ _ - --- 1, , . . - 11 . I—_ .1 � I ...1, . ACCORDING TO HEIGHT OF EMBANKMENT (FEET) . � I.- 111 � I- � . _. _. Z. - - - 1, , - - - - - �. - - ;,-_ �_ - . . I I 11.11, . SHALL BE USED IN �i AGGREGATE 1. � � - I � �, . r� _ - - � -7 - - - . �__ - . �. _ - 11.1 . I I ,. . - . � I -1 "I. I I—- I _,. 1. � -1, � -_ -, . - _ �- - - - � . .11 - , I - - - , � . - �. �. I I - ,� . . - I � �- � I �. I z .1, �'. = , � - , - - � . ''I 11 I I I � . -1 - ; � - = - �z - � I- .- - ,- . - - I . . I I I I -1 1. .111 � I -_1 �. __ - - - _ I .1 __ v. - - - : � - . - I � I I I . I . 1. � . . � CONJUNCTION WITH RIPRAP i :�� I - - - , I - . . � - I = �: z _ I . . � 11 � I . I - - - ,- --- .- __ ____.. - � I .- - - - - I I - I I I I � 11 , I .. � � I � � I _ ", � H 0 W . . �. � . I I . - _ . I 1. . .1 . I � I . . -1 11 � I . . I . , I I I I . . I 1 -1 I I �, 11 . � . � I - .11 I �,; � . I I'- . I ''.1. I . . I I I . .111, 1. 1-1 1. I . . I � � .1 . 1. : , , 1. � . 1'': AT OUTLET END OF PIPE "I I , ��! CLASS I /- CLASS I � - , I � I 11 � 11 I .1 I - .1 1, , I I I . I I I . � � � . � I . .. I I I � I � � . . . � � � I I � i I � � � - . - .� . . - I � I I . I .. - 11, 11 � � I �. I I ... � . I I . � I � I . . I . I I � I . � . � I � 1. I—. . � . I I I .- . - 1 - .11 � I 1. I 1. . I I I ".. �� I I 11 � �S__ - , �� 1, 1.5' - - .1 I . .1 I - - 1. I . I I � �. I 11. I - , I I �� I- I . I - I 11 .P I . 11 I 11 .1 11 . . - . I I � I I . I . I . . . , � I V 1.5' � � . � � � I �, � I 1. I .1 � 11 . - �� . ... � I - I . RIPRAP RIPRAP 1.5 0.5 2.0 � .. � I � I � - I . - � I � I I . I 1. .1 . 11 I �. . I I I I.. .. I - I � I - . - . . I . � I -1 . � I I - . - -1 � � . . . , . - I � 1. 'I., I . . . \ CL \ . I 11 I I � I � . . I � I . 11 I I � . - � . 1. I I . . � \ "&4" "--- � . I... __ I—- - - I � I I � 1. - I 1. I I I- - I I 11 .. � . I . 11 � ,� .. _. - . � � �- �- � . 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SOURCE: VDOT ROAD AND BRIDGE STANDARDS SOURCE: MICHIGAN SOIL EROSION AND SEDIMENTATION G �� I r- 1; r . , r r . . � . % I I . . r r % 0 V . . I . _ . . � r I . 1.- Ir � � " . �r I � 11 t I I- r I . . - � � r " . .. I r V ,. 1. .11 . . I .1 . � r r . I .. 1. � � rr _ ... .1 . I . � V - �. I . 1. �. V I V . .1-1 I . r . " r ; . 1, � � I . �: I.. I . 1; � I I - -1. I �. . �. �:. , . I . . I 11 - - , �. - I - V . - r -, -1 �. r �'r . r . . . I . . - - . � - _.. I . r � .. - . . 1: - � .1 I .: � .. �r . . . . . Vr . � ,, -1 . 11 .. I ..., I -.1 . .. ...., : . .1 � I I . ... . . V I I . I V " r I � I , � , , I : � . �. I I r r ..., / I / , . .-r-----'-- _ Ir -v - - " � .1, � I I .1 . r .1 . - � . . I I BLOCK AND GRAVEL CURB INLTER SEDIMENT FILTER XD -.07 SOIL STABILIZATION MATTING INSTALLATION X0.025 �� tR �L� ��D I M�E N �TT R�A I TEMPORARY SEDIMENT TRAP (AT CO - �FAC�� ROUGH.ENING -�)_ DETAIL - '� �� I - IP2 N.T,s, EC2 TYPICAL TREATMENT - 2 SCALE DST PERSPECTIVE AND SECTION N.T.S, *�")E� N.Ti I � 72�: ___� I F�\ / I -1 '� , 11 , ��\.� I \N' - _� ��, - " � 1!� t i- 15 - ( __ ____ I " I 11 I I � � - 41 Of: 50 B1 BASIN OUTFALL XD -D,7 SB BASIN OUTFALL XD -017 SB3 BASIN OUTFALL _ XD -D,7 SB4 BASIN OUTFALL N.r s? DETAIL N.T.S. DETAIL N.T.S. DETAIL N.T.S, DETAIL �+ NOTE: THIS CONFIGURATION IS FOR 2 BOCK CHECK DAM ACRES OR LESS OF DRAINAGE AREA. (' XD -05t `-"® SECTION N.T.S. 11 1 42 V�