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Home My WebLink AboutWPO201600051 Plan - Stormwater 2017-03-200 E Drawing Index C IQ General T1 COVER SHEET CMI C1 GENERAL NOTES SITE Heather A. C2 OVERALL PLAN AND SURVEY CONTROL Brook Drive Suite 200 C3 PROPERTY INFORMATION THREE NOTCH'D ROAD PH. (804) C4 WATERLINE PLAN AND PROFILE STA A10+00 TO STA A24+00 C5 WATERLINE PLAN AND PROFILE STA A24+00 TO STA A35+25 C6 WATERLINE PLAN AND PROFILE STA 1310+00 TO STA 1323+00 C7 WATERLINE P&P STA 1323+00 TO 1326+07, STA C10+00 TO C14+71 C8 EROSION AND SEDIMENT CONTROL AND PAVEMENT DETAILS C9 WATER DETAILS o� 250 C10 TRAFFIC CONTROL PLAN 64 LOCATION MAP 1"=5000' Contacts: OWNER: A Albermarle County Service Authority Jeremy M. Lynn, P.E. Senior Civil Engineer 168 Spotnap Road Charlottesville, Virginia 22911 PH. (434) 977-4511 ext. 114 FAX (434) 979-0698 jlynn@serviceauthority.org ENGINEER: SET NUMBER SITE Heather A. Campbell, PI.E. 3e Brook Drive Suite 200 CHECKED BY FARM ANS GAP ROAD � THREE NOTCH'D ROAD PH. (804) 205-3351 FAX (804) 290-7928 hcampbell©dewberry.corn n IVY 250 ROAD OHO � yG 2 o� 250 ROCKFISH GAP TURNPIKE 64 250 W� 64o H pP4 6 4 RpG�F�s r 0 P �p r p05 LOCATION MAP 1"=5000' Contacts: OWNER: A Albermarle County Service Authority Jeremy M. Lynn, P.E. Senior Civil Engineer 168 Spotnap Road Charlottesville, Virginia 22911 PH. (434) 977-4511 ext. 114 FAX (434) 979-0698 jlynn@serviceauthority.org ENGINEER: SET NUMBER Dewberry Engineers Inc.. Heather A. Campbell, PI.E. 4805 Lake Brook Drive Suite 200 CHECKED BY Glen Allen, Virginia 23060 PH. (804) 205-3351 FAX (804) 290-7928 hcampbell©dewberry.corn 2 1 3 14 5 ALBEMARLE COUNTY SERVICE AUTHORITY CROZET PHASE 3 CRO ET, VIRGINIA ACSA PROJECT NO.: 2015-08 VICINITY MAP SCALE: 1" = 400' k\� SUBMITTAL SET NUMBER ❑ PRELIMINARY ❑ CONSTRUCTION MRL APPROVAL ❑ REVISION APPROVED BY ❑ BIDDING ❑ RECORD A 1 '1, Dewberr Y Dewberry Engineers Inc. 4805 Lake Brook Drive Suite 200 Glen Allen, Virginia 23060 PHONE: 804.290.7957 FAX: 804.290.7928 www.dewberry.com F ~ 4 w �— O D rr W t't)l—U) U W z �-- et Z > U) �-'-� w z cr < 2C� -> W = U75 � ccz CL U > o wO Z N w N p O O w 0 z Ir -j C) C.� Q 0 U W J 73 Or" rr- Q W W Q m J SEAL 04, Lie. No.13411395 SEAL SCALE No. I DATE I BY I Description REVISIONS DRAWN BY MRL APPROVED BY HAC CHECKED BY DSM DATE 10/07/2016 TITLE COVER SHEET PROJECT NO. 50075656 Iff SHEET NO. 1 of 11 2 GENERAL NOTES T OR CONTIGUOUS TO THE SITE IS BASED N INFORMATION TO EXISTING UNDERGROUND FACILITIES A C 0 WITH RESPECT 1. THE INFORMATION AND DATA SHAWN OR INDICATED WI R AND DATA FURNISHED TO THE ENGINEER BY THE OWNER. THE OWNER AND ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR REVIEWING AND CHECKING ALL SUCH INFORMATION AND DATA, FOR LOCATING ALL UNDERGROUND FACILITIES SHOWN OR INDICATED PRIOR TO CONSTRUCTION, FOR COORDINATION OF THE WORK WITH THE OWNERS OF SUCH UNDERGROUND FACILITIES DURING CONSTRUCTION, FOR THE SAFETY AND PROTECTION THEREOF RESULTING FROM THE WORK, ALL OF WHICH WILL BE AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR SHALL CONTACT "MISS UTILITY" OF VIRGINIA AT 1-800-552-7001 72 HOURS PRIOR TO THE START OF CONSTRUCTION, WORK SHALL BE SUBJECT TO INSPECTION BY THE OWNER. 2. WHEN WORKING ADJACENT TO EXISTING STRUCTURES, POLES, ETC., CONTRACTOR SHALL USE WHATEVER METHODS NECESSARY TO PROTECT STRUCTURES FROM DAMAGE. CONTRACTOR SHALL HAND EXCAVATE WITHIN 5' OF ALL STRUCTURES. REPLACEMENT OF DAMAGED STRUCTURES SHALL BE AT THE CONTRACTOR'S EXPENSE. 3. CONTRACTOR SHALL IMMEDIATELY REPORT ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONTRACT DOCUMENTS TO THE ENGINEER. 4. THE LOCATION OF ALL EXISTING UTILITIES ACROSS THE LINES OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS, AND WHERE SHOWN, ARE ONLY E APPROXIMATE. THE CONTRACTOR SHALL LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY PRIOR TO CONSTRUCTION. 5. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CONSTRUCTION DOCUMENTS. 6. HORIZONTAL DATUM IS BASED ON VA SOUTH ZONE NAD 83. VERTICAL DATUM FOR ALL ELEVATIONS IS BASED ON NAVD 88. 7. EXISTING CONDITIONS PROVIDED BY DEWBERRY FIELD SURVEY DATED JANUARY 2016 AND GIS PROVIDED BY ALBEMARLE COUNTY SERVICE AUTHORITY AND GIS AVAILABLE FROM ALBEMARLE COUNTY. 8. 95% COMPACTION SHALL BE OBTAINED FOR ALL FILL AREAS, INCLUDING UNDER UTILITIES AND APPURTENANCES. COMPACTION SHALL BE ACHIEVED IN ACCORDANCE WITH ASTM -D698, STANDARD PROCTOR DENSITY. 9. ALL LINES EXISTING AND PROPOSED, SHALL NOT HAVE A DEAD-END IN EXCESS OF 5 FEET LENGTH FROM ANY CONNECTION, AND SHALL HAVE A THRUST BLOCK ADJACENT TO THE CAPPED PIPE. IF THERE IS A VALVE IN THE DEAD-END SECTION, IT SHALL BE RODDED TO THE MAIN AND THRUST BLOCKS PUT AT END CAP. 10. CONTRACTOR SHALL VERIFY DEPTHS OF ALL UTILITY CROSSINGS PRIOR TO CONSTRUCTION. 11. CONTRACTOR SHALL UTILIZE CONSTRUCTION SAFETY FENCING FOR PROTECTION OF WORK AREAS UNLESS OTHERWISE NOTED ON DRAWINGS, 12. CONTRACTOR SHALL MAINTAIN ONE LANE OF TRAFFIC AT ALL TIMES. CONTRACTOR TO PROVIDE FLAGMEN TO ENSURE PROPER TRAFFIC MOVEMENT. 13. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAY ENTRANCES THROUGHOUT CONSTRUCTION UNLESS OTHERWISE NOTED ON DRAWINGS. 14. CONTRACTOR TO PROVIDE ALL CONSTRUCTION SIGNS. 15, CONTRACTOR SHALL SECURE ALL OPEN EXCAVATIONS AT THE COMPLETION OF EACH WORK DAY WITH FENCING, BACKFILLING OR OTHER METHOD OF COVERING TO PREVENT VEHICULAR OR PEDESTRIAN ACCESS. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING A LOCATION AND OBTAINING PERMISSION FOR A STAGING AREA. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING PROPER EROSION AND SEDIMENT CONTROL MEASURES AT THE STAGING AREA IN ACCORDANCE WITH COUNTY E&S STANDARDS AND THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. AT A MINIMUM THESE CONTROLS SHALL INCLUDE A CONSTRUCTION ENTRANCE WITH WASH AREA AND CONTAINMENT TRAP AND THE NECESSARY MEASURES TO STABILIZE THE AREA, SUCH AS SILT FENCE, SEEDING, ETC. CONTRACTOR SHALL CONFIRM E&S MEASURES REQUIRED WITH COUNTY E&S INSPECTOR. EROSION AND SEDIMENT CONTROL NARRATIVE PROJECT DESCRIPTION THE PROJECT CONSISTS OF THE CONSTRUCTION OF APPROXIMATELY 3,264 LF OF 8 -INCH AND 1,383 LF OF 6 -INCH WATERLINE, INCLUDING ASSOCIATED INTERCONNECTIONS, HYDRANTS, METER INSTALLATIONS, APPURTENANCES, ABANDONMENT OF EXISTING 6 -INCH WATERLINE WITH FLOWABLE FILL, AND RE -CONNECTION OF EXISTING WATER SERVICES. EXISTING SITE CONDITIONS THE PROJECT AREA INCLUDES RESIDENTIAL NEIGHBORHOODS IN CROZET, VA WITH VARIOUS SLOPING TERRAIN. THE WORK SHALL BE WITHIN THE LIMITS OF EXISTING VDOT RIGHT-OF-WAY, AS WELL AS WITHIN PERMANENT AND TEMPORARY EASEMENTS ALONG DUNVEGAN LANE. TOTAL AREA OF DISTURBANCE WITHIN LIMITS OF EXISTING D PAVEMENT IS EQUAL TO 0.94 ACRES. TOTAL AREA FOR LAND DISTURBANCE OUTSIDE THE LIMITS OF EXISTING PAVEMENT IS EQUAL TO 0.41 ACRES, SOILS ACCORDING TO THE COUNTY SOIL SURVEY, THE FOLLOWING SOILS MAY BE FOUND WITHIN THE PROJECT LIMITS: 5B BELVOIR LOAM, 2 TO 7 PERCENT SLOPES 7B BRADDOCK LOAM, 2 TO 7 PERCENT SLOPES 7C BRADDOCK LOAM, 7 TO 15 PERCENT SLOPES 17 CRAIGSVILLE LOAM 36C HAYESVILLE LOAM, 7 TO 15 PERCENT SLOPES 37C3 HAYESVILLE CLAY LOAM, 7 TO 15 PERCENT SLOPES, SEVERELY ERODED 37D3 HAYESVILLE CLAY LOAM, 15 TO 25 PERCENT SLOPES, SEVERELY ERODED W WATER ADJACENT PROPERTY ADJACENT PROPERTY CONSISTS OF PRIVATE RESIDENTIAL WITH BOTH DEVELOPED AND UNDEVELOPED AREAS. OFFSITE ACTIVITIES NO OFFSITE ACTIVITIES ARE PLANNED FOR THIS PROJECT. CRITICAL AREAS THERE ARE NO CRITICAL AREAS IDENTIFIED FOR THIS PROJECT. THE OVERALL PLAN HAS BEEN DEVELOPED TO MINIMIZE LAND DISTURBANCE. WHERE GRADING IS NECESSARY, ADEQUATE PRECAUTIONS SHALL BE TAKEN TO MINIMIZE EROSION AND TO CONTAIN SILT THROUGH PROPER', EROSION AND SEDIMENT CONTROL PRACTICES, THE INTENT OF THIS EROSION AND SEDIMENT CONTROL PLAN IS TO GUIDE THE CONTRACTOR IN IMPLEMENTING ACCEPTfABLE MEASURES, INFRASTRUCTURE, AND MAINTENANCE PROGRAMS THAT WILL MINIMIZE THE AMOUNT OF EROSION AND RESULTING SEDIMENT THAT WILL TAKE PLACE DURING THE CONSTRUCTION OF THIS PROJECT, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VA EROSION & SEDIMENT CONTROL BOOK. EROSION AND SEDIMENT CONTROL MEASURES CONSTRUCTION ENTRANCE (VESCH STD. & SPEC. 3.02): A STABILIZED STONE PAD WITH A FILTER FABRIC UNDERLINER LOCATED AT POINTS OF VEHICULAR INGRESS AND EGRESS ON A CONSTRUCTION SITE TO REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. SILT FENCE (VESCH STD. & SPEC. 3.05): C A TEMPORARY SEDIMENT BARRIER CONSISTING OF A FILTER FABRIC STRETCHED ACROSS AND ATTACHED TO SUPPORTING POSTS AND ENTRENCHED. SILT FENCE IS INSTALLED TO INTERCEPT AND DETAIN SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING (CONSTRUCTION IN ORDER TO PREVENT SEDIMENT FROM LEAVING THE SITE AND TO DECREASE THE VELOCITY OF SHEET FLOWS AND LOW -TO -MODERATE CHANNEL FLOWS. STORM DRAIN INLET PROTECTION (VESCH STD. & SPEC. 3.07): A SEDIMENT FILTER OR AN EXCAVATED IMPOUNDING AREA AROUND A STORM DRAIN DROP INLET OR CURB INLET. STORM DRAIN INLET PROTECTION PREVENTS SEDIMENT FROM ENTERING STORM DRAINAGE SYSTEMS PRIOR TO PERMANENT STABILIZATION OF THE DISTURBED AREA. FOR USE WHERE STORM DRAIN INLETS ARE TO BE MADE OPERATIONAL BEFORE PERMANENT STABILIZATION OF THE CORRESPONDING DISTURBED DRAINAGE AREA. DIFFERENT TYPES OF STRUCTURES ARE APPLICABLE TO DIFFERENT CONDITIONS. OUTLET PROTECTION (VESCH STD. & SPEC. 3.18): STRUCTURALLY LINED APRONS OR OTHER ACCEPTABLE ENERGY DISSIPATING DEVICES PLACED AT THE OUTLIETS OF PIPES OR PAVED CHANNELS TO PREVENT SCOUR AT STORMWATER OUTLETS, TO PROTECT THE OUTLET STRUCTURE, AND TO MINIMIZE THE POTENTIAL FOR DOWNSTREAM EROSION BY REDUCING THE VELOCITY AND ENERGY OF CONCENTRATED STORMWATER FLOWS. SURFACE ROUGHENING (VESCH STD, & SPEC. 3.29): PROVIDING A ROUGH SOIL SURFACE WITH HORIZONTAL DEPRESSIONS CREATED BY OPERATING A TILLAGE OR OTHER SUITABLE IMPLEMEMT ON THE CONTOUR, OR BY LEAVING SLOPES IN A ROUGHENED CONDITION BY NOT FINE -GRADING THEM. SURFACE ROUGHENING AIDS IN THE ESTABLISHMENT OF VEGETATIVE COVER WITH SEED REDUCES RUNNOFF VELOCITY, INCREASES INFILTRATION, REDUCES EROSION, AND PROVIDES FOIR SEDIMENT TRAPPING. FOR USE ON ALL SLOPES STEEPER THAN 3:1. GRADES LESS STEEP THAN 3:1 SHOULD HAVE THE SOIL ROUGHENED AND LOOSE TO IA DEPTH OF 2 TO 4 INCHES PRIOR TO SEEDING. GRADED AREAS NOT IMMEDIATELY STABILIZED MAY BE ROUGHENED TO REDUCE RUNOFF VELOCITY UNTIL SEEDING TAKES PLACE. SLOPES WITH A STABLE ROCK FACE DO NOT REQUIRE ROUGHING OR STABILIZATION. TEMPORARY SEEDING (VESCH STD. & SPEC. 3.31): THE ESTABLISHMENT OF A TEMPORARY VEGETATIVE COVER ON DISTURBED AREAS BY SEEDING WITH APPROIPRIATE RAPIDLY GROWING ANNUAL PLANTS. TEMPORARY SEEDING REDUCES EROSION AND SEDIMENTATION BY STABILIZING DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FOR A PERIOD OF MORE THAN 30 DAYS. TEMPORARY SEEDING REDUCES DAMAGE FROM SEDIMENT AND RUNOFF TO DOWPNSTREAM OR OFF-SITE AREAS, AND TO PROVIDE PROTECTION TO BARE SOILS EXPOSED DURING CONSTRUCTION UNTIL PERMANENT VEGETATION OR OTHER EIROSION CONTROL MEASURES CAN BE ESTABLISHED. FOR USE WHERE EXPOSED SOIL SURFACES ARE NOT TO BE FINE -GRADED FOR PERIODS OF LONGER THAN) 30 DAYS. SUCH AREAS INCLUDED DENUDED AREAS, SOIL STOCKPILES, DIKES, DAMS, SIDES OF SEDIMENT BASINS, TEMPORARY ROADBANKS, ETC. (SEE IMS#1 AND MS#2). A PERMANENT VEGETATIVE COVER B SHALL BE APPLIED TO AREAS THAT WILL BE LEFT DORMANT FOR A PERIOD OF MORE THAN ONE (1) YEAR;. PERMANENT SEEDING (VESCH STD. & SPEC. 3.32): THE ESTABLISHMENT OF A PERENNIAL VEGETATIVE COVER ON DISTURBED AREAS BY PLANTING SEED. PERNMANENT SEEDING REDUCES EROSION AND DECREASES SEDIMENT YIELD FROM DISTURBED AREAS. PERMANENT SEEDING STABILIZES DISTURBED AREAS IN A MANNIER THAT IS ECONOMICAL, ADAPTABLE TO SITE CONDITIONS, AND ALLOWS SELECTION OF THE MOST APPROPRIATE PLANT MATERIAL. PERMANENT SEEDING ALSO IMPROVES WILDLIFE HABITAT AND ENHANCES NATURAL BEAUTY. FOR USE IN DISTURBED AREAS WHERE PERMANENT, LONG-LIVED VEGETATIVE COVER IS NEEDED TO STABILIZE THE SOIL. FOR USE WHERE ROUGH -GRADED AREAS WHICH WILL NOT BE BROUGHT TO FINAL GRADE FOR A YEAR OR MORE. MULCHING (VESCH STD. & SPEC. 3.35): APPLICATION OF PLANT RESIDUES OR OTHER SUITABLE MATERIALS TO THE SOIL SURFACE, MULCHING PERVIENTS EROSION BY PROTECTING THE SOIL SURFACE FROM RAINDROP IMPACT AND REDUCING THE VELOCITY OF OVERLAND FLOW. MULCHING FOSTERS THE GROMTH OF VEGETATION BY INCREASING AVAILABLE MOISTURE AND PROVIDING INSULATION AGAINST EXTREME HEAT AND COLD. FOR USE IN AREAS WHICH HAVE BEEN PERMANENTLY SEEDED. MULCHING SHOULD OCCUR IMMEDIATELY FOLLOWING SEEDING. AREAS THAT CANNOT BE SEEDED BECAUSE OF THE SEASON SHOULD BE MULCHED WITH AN ORGANIC MULCH. BLANKETS & MATTING (VESCH STD. & SPEC. 3.36): THE INSTALLATION OF A PROTECTIVE COVERING (BLANKET) OR A SOIL STABILIZATION MAT ON A PREPARED PLANTING AREA OF A STEEP SLOPE, CHANNEL, OR SHORELINE. AIDS IN CONTROLLING EROSION ON CRITICAL AREAS BY PROVIDING A MICROCLIMATE WHICH PRCOTECTS YOUNG VEGETATION AND PROMOTES ITS ESTABLISHMENT. RAISES THE MAXIMUM PERMISSIBLE VELOCITY OF TURF GRASS STANDS IN CHANNELIZED AREAS BY REINFORCING THE TURF TO RESIST THE FORCES OF EROSION DURING STORM EVENTS. TREE PRESERVATION & PROTECTION (VESCH STD. & SPEC. 3.38): PROTECTION OF DESIRABLE TREES FROM MECHANICAL AND OTHER INJURY DURING LAND DISTURBING AND CONSTRUCTION ACTIVITY. TREE PRESERVATION AND PROTECTION IS USED TO ENSURE THE SURVIVAL OF THE DESIRABLE TREES WHERE THEY WILL BE EFFECTIVIE FOR EROSION AND SEDIMENT CONTROL, WATERSHED PROTECTION, LANDSCAPE BEAUTIFICATION, DUST AND POLLUTION CONTROL, NOISE REDUCTION, `.SHADE AND OTHER ENVIRONMENTAL BENEFITS WHILE THE LAND IS BEING CONVERTED FROM FOREST TO URBAN -TYPE USES. FOR USE IN TREE -INHABITED AREAS SUBJECT TO LAND DISTURBING ACTIVITIES. DUST CONTROL (VESCH STD. & SPEC. 3.39): REDUCTION OF SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES AND REDUCTION OFF THE PRESENCE OF AIRBORNE SUBSTANCES WHICH A MAY PRESENT HEALTH HAZARDS, TRAFFIC SAFETY PROBLEMS OR HARM ANIMAL OR PLANT LIFE. TEMPORARY AND PERMANENT STABILIZATION TEMPORARY SEEDING SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE, BUT WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS AND LESS THAN ONE YEAR. THIS INCLUDES, BUT IS NOT LIMITED TO, STOCKPILES AND BORROW AREAS. PERMANENT SEEDING SHALL BE APPLIED AND A PERENNIAL VEGETATIVE COVERING SHALL BE ESTABLISHED ON DISTURBED AREAS WITHIN SEVEN DAYS OF BEING BROUGHT TO FINAL GRADE ON AREAS NOT OTHERWISE PROTECTED. SELECTION OF THE SEED MIXTURE SHALL DEPEND ON THE 71ME OF YEAR IT IS TO BE APPLIED, MULCHING SHALL BE APPLIED TO ALL PERMANENT SEEDING IMMEDIATELY UPON COMPLETION OF SEED APPLICATION. MULCH LIBERALLY DURING THE MID -SUMMER AND WINTER SEASONS. SEE VIRGINIA EROSION AND SEDIMENT CONTROL TECHNICAL BULLETIN NO. 4, NUTRIENT MANAGEMENT FOR DEVELOPMENT( SITES, FOR UPDATED SEED MIXTURES AND SCHEDULES AS WELL AS UPDATED LIMING, MULCHING, AND FERTILIZING REQUIREMENTS. SEE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK STD. AND SPEC. 3.35 FOR MULCHING SPECIFICATIONS. STORMWATER RUNOFF CONSIDERATIONS THIS PROJECT CONSISTS OF UTILITY UPGRADES AND WILL NOT INCREASE STORMWATER RUNOFF. NO CALCULATIONS ARIE REQUIRED. EROSION & SEDIMENT CONTROL MAINTENANCE IN GENERAL THE PROJECT AREA SHALL BE CHECKED AFTER EACH RAINFALL EVENT OR WEEKLY, WHICH EVER IS MORE FREQUENT TOENSURE THAT ALL EROSION AND SEDIMENT CONTROL DEVICES ARE IN WORKING ORDER. EROSION CONTROL DEVICES SHALL BE MAINTAINED ACCORDING TO THE FOLLOWING SCHEDULE: 1. SAFETY FENCE: SAFETY FENCE SHALL BE CHECKED REGULARLY FOR WEATHER-RELATED OR OTHER DAMAGE. ANY NECESSARY REPAIRS MUST BE MADE IMMEDIATELY. CARE SHOULD BE TAKEN TO SECURE ALL ACCESS POINTS (GATES) AT THE END OF EACH WORKING DAY. ALL LOCKING DEVICES MUST BE REPAIRED OR REPLACED AS NECESSARY. 2. SILT FENCE: A. SEDIMENT DEPOSITS SHALL BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER. B. FABRIC SHALL BE REPLACED IF IT HAS DECOMPOSED OR BECOME INEFFECTIVE. 3. STORM DRAIN INLET PROTECTION: SEDIMENT DEPOSITS SHALL BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-HALF THE DESIGN DEPTH OF THE TRAP. 4. SEEDING: THE SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RESEEDED AS NEEDED. 5. BLANKETS & MATTING: AREAS SHOULD BE INSPECTED REGULARLY FOLLOWING INSTALLATION, ESPECIALLY AFTER RAINSTORMS. ANY DISLOCATION OR FAILURE SHOULD BE REPLACED IMMEDIATELY. IF WASHOUTS OR BREAKAGE OCCURS, REINSTALL THE MATERIAL AFTER REPAIRING DAMAGE TO THE SLOPE OR DITCH. CONTINUE TO MONITOR THESE AREAS UNTIL THEY BECOME PERMANENTLY STABILIZED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EMPLOYEE WHO WILL BE IN RESPONSIBLE CHARGE OF THE EROSION AND SEDIMENT CONTROL ;PLAN AND REQUIREMENTS FOR THE PROJECT THAT IS CERTIFIED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION AS A RESPONSIBLE LAND DISTURBER (RLD). THE NAME OF THE CONTRACTOR'S RLD AND COPY OF HIS CURRENT CERTIFICATION SHALL. BE PROVIDED TO THE OWNER, ENGINEER AND EROSION & SEDIMENT CONTROL PLAN APPROVING AUTHORITY PRIOR TO ISSUANCE OF THE NOTICE TO PROCEED FOR THE PROJECT. NO EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHOUT APPROVAL OF THE ENVIRONMENTAL INSPECTOR FOR THE PROJECT. EROSION AND SEDIMENT CONTROL SEQUENCE 1. CONTRACTOR TO COORDINATE NECESSARY PERMITS WITH OWNER FOR MODIFICATIONS TO LAND DISTURBANCE ACTIVITIES. 2. CONTRACTOR TO INSTALL EROSION AND SEDIMENT CONTROL MEASURES INCLUDING; CONSTRUCTION ENTRANCE, SAFETY FENCE, SILT FENCE, INLET PROTECTION, OUTLET PROTECTION AND CULVERT INLET PROTECTION. 3. CONTRACTOR TO INSTALL PROPOSED UTILITIES. 4. CONTRACTOR TO COMPLETE TESTING OF PROPOSED UTILITIES, 5. CONTRACTOR TO COMPLETE ABANDONMENT OF EXISTING WATERLINE. 6. CONTRACTOR TO RE-ESTABLISH FINISHED GRADE AND STABILIZE SITE WITH SEEDLING, SURFACE ROUGHENING, TOPSOILING, AND MATTING AS INDICATED ON THE PLANS. 7. CONTRACTOR TO REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROLS. EROSION & SEDIMENT CONTROL MINIMUM STANDARDS 1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. SPECIFIC FERTILIZER, NUTRIENT, &SEED APPLICATION MUST MEET EROSION AND SEDIMENT CONTROL (ESC) TECHNICAL BULLETIN NO. 4 NUTRIENT MANAGEMENT FOR DEVELOPMENT PROJECTS. DOWNLOAD AT http://www.dcr.virginia.gov/soil_&-water/e&s.shtml. MULCHING REQUIREMENTS MUST MEET VESC HANDBOOK MULCHING TABLE 3.35A. 2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. ANY BORROW, RILL, OR WASTE SUCH AS DEMOLITION MATERIAL MUST BE PROVIDED FROM OR HAULED TO A PERMITTED, APPROVED, SUPPLY OR WASTE AREA. ALL OFFSITE ACTIVITY IS NOT PART OF THIS PERMIT/ PLAN SET AND IS ADDRESSED UNDER SEPARATE COVER. SOIL STOCKPILES ARE NOT ANTICIPATED ONSITE. 3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. 4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. 6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN. A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A 25 -YEAR STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALL CORRESPOND TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED. 7. CUT AND FILL SLOPES SHALL BE ,DESIGNED AND CONSTRUCTED IN A MANNER 'THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. 8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. 9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. 10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL, 12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. 13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES N40RE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. 14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. 15, THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. 16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF-SITE PROPERTY, D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. 17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA, STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. 18, ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE: TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE REGULATORY AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. 19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE STANDARDS AND CRITERIA FOUND 'IN VESC REGULATION 9VAC25-840-40 PARTS A -N. GENERAL DEMOLITION NOTES 1. SAW CUT AND REMOVE ALL ASPHALT AND CONCRETE TO LIMITS REQUIRED FOR PROPOSED WORK. 2. REMOVE VEGETATION, GRASS, & ROOTMAT IN AREAS TO RECEIVE NEW ASPHALT AND CONCRETE PAVEMENTS. 3. ALL PRIMARY UTILITIES DISCOVERED DURING DEMOLITION OPERATIONS THAT SERVE ACTIVITIES OTHER THAN THIS PROJECT SHALL BE PROPERLY PRESERVED AND PROTECTED. 4. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER ANY UNFORESEEN OR ADVERSE CONDITIONS DISCOVERED DURING DEMOLITION OPERATIONS, 5. CONTRACTOR SHALL PROTECT EXISTING PLANT MATERIAL NOT DESIGNATED FOR REMOVAL OR RELOCATION FROM DAMAGE DURING CONSTRUCTION, 6, CONTRACTOR SHALL KEEP ROADWAYS AND DRAINAGE SYSTEMS FREE FROM DIRT, MUD, AND CONSTRUCTION DEBRIS AT ALL TIMES. 7. LIMITS OF DEMOLITION INDICATED ON PLAN ARE MINIMUM. CONTRACTOR SHALL REMOVE ASPHALT PAVEMENT, CONCRETE AND MISCELLANEOUS ITEMS AS NECESSARY TO FACILITATE CONSTRUCTION IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY ITEMS DAMAGED DURING CONSTRUCTION, 9. CONTRACTOR IS RESPONSIBLE FOR STAGING THE ABANDONMENT OF EXISTING UTILITIES WITH INSTALLATION OF NEW, CONTRACTOR SHALL PROVIDE OWNER 72 HOURS NOTICE PRIOR TO DISRUPTION OF ANY SERVICE. ACSA GENERAL WATER AND SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3.5 FT. OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATERLINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEAD-END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 4 1 5 LEGEND _1.. _..------ EXISTING EASEMENT 3.07 __ ----- - ___0;1,-------__. EXIST�NG OVERHEAD ELECTRIC LINE -- - PROPOSED WATERLINE W . __ ---",-.- EXISTING POWER POLE " PROPOSED 11.25° BEND _ 1111_ 1111__ 1111. EXISTING SANITARY LINE " PROPOSED 22.5° BEND Pllf EXISTING SANITARY MANHOLE I"., HANDICAP PARKING .4,., - y PROPOSED 45° BEND _,-.. EXISTING CLEANOUT , -_ 1-1- -- "' EXISTING STORM LINE 11 PROPOSED 99 BEND =-'H EXISTING STORM INLET F' PROPOSED TEE ---1111__ -..--I- 1111__ �,,...- .._-_---- EXISTING OVERHEAD TELEPHONE t PROPOSED WATER METER TRAVERSE EXISTING TELEPHONE PEDESTAL N PROPOSED GATE VALVE ---- -. __ ___ -_ EXISTING ACSA WATERLINE u PROPOSED CUT AND CAP EXISTING WATER VALVE t PROPOSED AIR RELEASE VALVE ASSEMBLY 4",ri,, EXISTING WATER METER PROPOSED BLOW -OFF ASSEMBLY EXISTING WATER MANHOLE PROPOSED FIRE HYDRANT ASSEMBLY EXISTING FIRE HYDRANT _ 1.11__.1_._.... _ ._ .. ,.. ._1111._ ,; � __. _.__.____._.. EXISTING UNDERGROUND ELECTRIC LINE PERMANENT WATERLINE EASEMENT - . -_... _ . - - - _- - -- EXISTING UNDERGROUND GAS LINE �- .:] • � EXIS LNG GAS V LVE T A . . L- TEMPORARY CONSTRUCTIONE R ASEMENT - EXISTING BUILDING OVERHANG _ --- 11- v; _.. _ ,-1-11. _____1__,_ 1111 EXISTING CHAN-LINK FENCE 1= PAVEMENT REPAIR _ -_ - - EXISTING MINOR CONTOUR 1111-1_11- � i.? -- - - ____ EXISTING MAJOR CONTOUR F�� GRAVEL ROAD RESTORATION _..__.__..._....__.____.___.11_._____1. -1___._.._______-1____..___.111. EXISTING PAVEMENT VIRGINIA UNIFORM CODING SYSTEM - ---- -_ -_ -- EXISTING PROPERTY DEED LINE FOR EROSION AND SEDIMENT CONTROL PRACTICES -- __. 1.11-.__1._ _1 _1.. _..------ EXISTING EASEMENT 3.07 INLET PROTECTION EXISTING FENCE -- - --l'.1.1', EXISTING DITCH . __ ---",-.- PROTECTION EXISTING WALL 3.18 OUTLET PROTECTION(§� EXISTING BOLLARD -TEST Pllf SR I"., HANDICAP PARKING .4,., - EXISTING SIGN PS ,,_, _' EXISTING MAILBOX , -_ EXISTING SITE LIGHT -, �y ! t I �,q, ,. ! - - c' 1 . " EXISTING VEGETATION -, 1+ 4 t 7 .-- " '' ".. .- -` EXISTING TREELINE TRV#1 A TRAVERSE w., -w., ..� ._�, u i �- I LIMITS OF CONSTRUCTION 3.05 SILT FENCE S -X X 3.07 INLET PROTECTION (I(�) 0 3.08 CULVERT INLET (*�_ PROTECTION 3.18 OUTLET PROTECTION(§� FQ 3.29 SURFACE ROUGHENING SR 3.31 TEMPORARY SEEDING t 3.32 PERMANENT SEEDING PS 3.35 MULCHING 3.36 SOIL STABILIZATION BLANKETS AND MATTING �M 3.39 DUST CONTROL O GENERAL EROSION & SEDIMENT CONTROL NOTES ES -1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS (4VAC50-30). ES -2: THE PLAN -APPROVING AUTHORITY MUST IBE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. THE NAME OF THE RESPONSIBLE LAND DISTURBER MUST BE PROVIDED TO THE IPLAN-APPROVING AUTHORITY PRIOR TO ACTUAL ENGAGEMENT IN THE LAND -DISTURBING ACTIVITY SHOWN ON THE APPROVED PLAN. IF THE NAME IIS NOT PROVIDED PRIOR TO ENGAGING IN THE LAND -DISTURBING ACTIVITY, THE PLAN'S APPROVAL WILL BE REVOKED, ES -3: ALL EROSION AND SEDIMENT CONTROL MIEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. ES -4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. ES -5: PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN -APPROVING AUTHORITY. ES -6: THE CONTRACTOR IS RESPONSIBLE FOR IINSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE [PLAN -APPROVING AUTHORITY. ES- 7: ALL DISTURBED AREAS ARE TO DRAIN T0, APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL :STABILIZATION IS ACHIEVED, AFTER WHICH, UPON APPROVAL OF THE PLAN -APPROVING AUTHORITY, THE CONTROLS SHALL BE REMOVED. TRAPPED, SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE REMOVAL OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. ES -8: DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED FILTERING DEVICE. ES -9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES AT LEAST EVERY 2 WEEKS AND IMMEDIATELY AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. AN'IY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. ES -10: THE CONTRACTOR IS RESPONSIBLE FOR THE DAILY REMOVAL OF SEDIMENT THAT HAS BEEN TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE. ES -11: SEEDING OPERATIONS SHALL BE INITIATED) WITHIN 7 DAYS AFTER REACHING FINAL GRADE OR UPON SUSPENSION OF GRADING OPERATIONS FOR ANTICIPATED DURATION OF GREATER THAN) 30 DAYS OR UPON COMPLETION OF GRADING OPERATIONS FOR A SPECIFIC AREA. ES -12: THE CONTRACTOR SHALL BE RESPONSIBLIE FOR PREVENTING SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOILS WHICH MAY PRESENT HEALTH HAZARDS, TRAFFIC SAFETY PROBLEMS, OR HARM ANIMAL OR PLANT LIFE. ES -13: A VIRGINIA STORMWATER MANAGEMENT PROGRAM PERMIT (VSMPP) FOR THE DISCHARGE OF STORMWATER FROM CONSTRUCTION ACTIVITIES IS REQUIRED FOR PROJECTS DISTURBING 1 ACRE OR GREATER, A VSMPP IS ALSO REQUIRED FOR PROJECTS DISTURBING 2,500 SQUARE FEET OR GREATER IN A DESIGNATED CHESAPEAKE BAY PRESERVATION AREA. VISIT THE VIRGINIA STORMWATER MANAGEMENT PROGRAM PERMITTING WEB PAGE AT HTTP:f/WWW.DEO.VIRGINLkGWPROGRAMS/WATERIORWAYSM6NAGUgXr VSMPPERMITS PX FOR MORE INFORMATION. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR EROSION & SEDIMENT CONTROL PLANS 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR' SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPFROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSIOtN CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIM THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AM APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS, 12. BORROW OR WASTE AREAS ARE TO BE RECLAINMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED, IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING ItNDUSTRIAL-TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:00 PM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, IN ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE, 16, THE DEVELOPER SHALL RESERVE THE RIGHT TCO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAPN MILLET. STRAW MULCH IS TO BE APPLIED AT 80 LBS/10OSF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90 LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000 LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDIMG SHALL BE APPLIED AT 180 LBS/ACRES AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLIUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80 LBS/10OSF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DIKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) me r�:l� , Dewberry' "•• Dewberry Engineers Inc. 4805 Lake Brook Drive Suite 200 Glen Allen, Virginia 23060 PHONE: 804.290.7957 FAX: 804.290.7928 www.dewberry.com � �__ rr V O W I- O D Ir r- 0 (� Z � Q Q W W z z z W (D Lr W'7 W Cr� U)I�UU j .JQ W ~ w Q W _j ZNW N 5: D 0 Cr o 0 0Cczo UUQT c)W J Ir cr Q W 2 F- W < m 3: j Q SEALI'4"' �,T, 0 1,, Za�v �W HEATHER A. CAMPBELL: P Lie. No. 041395 Ar qq o t� :.. - .NIA ..i SEAL SCALE No. I DATE I BY I Description REVISIONS DRAWN BY MRL APPROVED BY CHECKED BY DATE TITLE HAC DSM 10/07/2016 GENERAL NOTES PROJECT NO. rj0(�7j6rj6 C 1 SHEET NO. 2 of 11 M 9 mill:_or" Dewberry A I Dewberry Engineers Inc. 4805 Lake Brook Drive Suite 200 Glen Allen, Virginia 23060 PHONE: 804.290.7957 FAX: 804.290.7928 wn mdewberry.com O W �— O D Cr 0— W m Z � � Q U W W z z z rr<2 W C� W = W r 0_ :D �F— o W 0�=� ,�,)W� � N W o N � Lli OsJ_�~ crCn U U z 0 U a W Q T —J 2 LL Cr W F— W <C W J Q SEAL HEATHE X SIE ,d Liic. No. 041395 Et SEAL 11 SCALE 0' 200' 400' MEEL M0111 GRAPHIC SCALE 1 " = 200' No. DATE I BY Description REVISIONS DRAWN BY MRL APPROVED BY HAC CHECKED BY DSM DATE 10/07/2016 TITLE OVERALL P LAN AND SURVEY CONTROL PROJECT NO. 500375656 SHEET NO. 3 of 11 e) _q d F _:: Dewberry' 10 11 Dewberry Engineers Inc. 4805 Lake Brook Drive Suite 200 Glen Allen, Virginia 23060 PHONE: 804.290.7957 FAX: 804.290.7928 www.dewberry.com O W 1-- O Ct 0— w,z� Q U W W z z z Cr W=W� rr Z) W� W Z N w N �OCr o 0 z©vQ U U Q W 45 rr rr Q W W Q m � J Q SEAL ..� 401O" `T$ �� a HEATHER A. ICAMPE Lie. No. 041395 SEAL 14 SCALE No. DATE I BY I Description REVISIONS DRAWN BY MRL APPROVED BY HAC CHECKED BY DSM DATE 10/07/2016 TITLE PROPERTY INFORMATION PROJECT NO. 50075656 C3 SHEET NO. 4 of 11 V 1 1 2 1 3 8- 90- BEND 8"X8" TAPPING SLEEVE1 V LV A Al 8+ E 8 45' BEND _j i.......... 111�j VALVE 8 GATE . . . . . . . . ... 8", END 0 A19+00 -7 M 7n "'14 J1, W A-1-7+ "A W 00 X IA 0 T, P _j, T v(l N, j�'583 12 d �j I 5 It I A 0 6A,2 --a2--0(1'1__' -00500 _,A2 -Qz� UG' - --0C--,)a200 ANG&L fi),, AbVi D GRAVEL ROAD\ DE3,01'61lr -1 L H�4R 4i, I 4 �Ili 114 COOK Da,5,7�65 PG -352 RESTORATION D8. YJ PC, 334 PC,'�203 R L�90 258 ------- RE -�/HA, bill.LLCll,�` &P -R 3v3 ��,a 6,',29 nx E EXIST! HYDRANT' G C)a R TEE 8"X6" REDUCE CLEAR AN 11 3 V, E AND D' GRUB AS REQUIRED' "6 6" GATE `YALV 0�! ib Z'o N % CN, 8"x8pp _J FOR UTILITY INSTALLATION L FIRE HYDRANT ASSI�M�B 1 8 90' V, 4 p q Al T J, T. TAPPING TEE$ INSE . .... . J SLEEVE V LVE 2k S, 0 811X811 TEE, 8)l GATE VALVE -RELEASE' AIK GATE VALVE AND 6 8 45' BE D VALVE SCALE: I"=3Q' 8" 45*�,, PEND FIRE HYDRANT ASSEMBLY 8"X6" REDUCER, AND 8" 22.5' BEND j VA 0 GATE LVE Typ) �,V -8 FIRE HYDRANT ASSEMBLY (hr __REND A t 8" 11,25' BEND D 24 Pa5�;6 -A A L _T: �.l��41_1_ '00 7 f7 -7— Al 6-+ V `:A WA, 1W ARK ROA A"R 7 F 8"X8" TAPPING J� -0 rN, ,SLEEVE AND VALVE aLDG f, -Al 4 D NT- N 10 RMA J1- REMO E EX pe VALVE A 0 % CLEA AND GRUB AS REQUIRED "A % MILL AND OVERLAY� U L 2b'X20" TEMP EMENT A /bIf E i,- 4 D) E 2. .YD) ORARY UTILITY EAS ASS Y 1XI FULL TRAVEL LANE4 (TYP) P -'CONSTRUCTION EASEMENT 20' PERMANENT , I F aR-,U Tt+P( NsTALLAa) N ABANDOIN EXISTING 6 ATE�LIKE WITHIN VD6T RIGHT-74;74A�_/ EASEMENT-- PC,. LOWABLF WITH F' EXISTING UTILITY �'HIS SEE "INSET" T HEft��' u_ 0 A AC WATERLINE, FIL' to 0 0 -E T s 00 V)! I�k 7 21 4 1 J D Hd 7-1 00 u Ax, c�, W 'C -T? 7 IL i �R ", I H 18 IRV k2 0 PAIRIOC-L lao, V i zv U13 r IT N /151� 2373' ic'&�3?10 LLOil) VVI� L Z _T) " u�13 R A 725 GENERALNOTES i Oj2 PG_ '40 PIM,�EL 0. 0�1 o _0�5/j DbOILE LOWiS'?Y 40: 1 CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL INFORMATION AND DATA 5. CONTRACTOR SHALL PROTECT EXISTING MAILBOXES WHEN INSTALLATION OF 10. ACCESS ON DUNVEGAN LANE IS LIMITED DUE TO THE WIDTH. CONTRACTOR METERS AT HIGH S I REET 7 a PAR ID: 300 i &9l�.,",z',16 PG.555 U "i� -,o " 00 a,?4 0 1 00 0.5,6(, "?o NEW UTILITY DOES NOT REQUIRE THEIR REMOVAL. WHERE REMOVAL OF SHALL WORK CLOSELY WITH ACSA AND DUNVEGAN LANE RESIDENTS TO A.1 -161b, Awl r, ki-47C Glll_�MAVW 0 RELATED TO EXISTING UNDERGROUND UTILITIES AND STRUCTURES, AND AND PARK ROAD SHALL USE WHATEVER METHODS NECESSARY TO PROTECT EXISTING UTILITIES MAILBOXES IS NECESSARY FOR! INSTALLATION OF NEW UTILITY, CONTRACTOR MAINTAIN RESIDENT ACCESS DURING CONSTRUCTION. /1): (24?0� A HILL I _,"_ A.AVY r7IV . ..... 0 r SHALL REMOVE AND REPLACE MAILBOXES AS QUICKLY AS POSSIBLE TO Opo - 00.- 00 0' Te 9937 i0101, 1�1 01 lssl,*3 p-� AND STRUCTURES FROM DAMAGE. ANY EXISTING UTILITIES OR STRUCTURES DAMAGED BY CONTRACTOR SHALL BE REPLACED AT THE CONTRACTOR'S LIMIT DISRUPTION TO THE RESIIDENTS MAIL DELIVERY. 11. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE DEPTH OF EXISTING FM�l 5773 PARK ROAD AAMYA/ G 6"RAXG 18 117 P/�, i��WIVOHD �DG� 3! z -IN LOCATIONS. CONTRACTOR SHALL PROVIDE NECESSARY WATERLINES AT TIE EXPENSE. FM -21 104�O ROSENKRANS STREET Vlr;,'�lc n�knm��s D6 1866 PG,34 _P '4 �261 J 6. CONTRACTOR SHALL COMPLETE TESTING OF NEW WATERLINE, NEW METERS, VERTICAL BENDS TO MATCH ELEVATION OF EXISTING WATERLINES. t lu. 52) CANG 2 0�- 4�3 I r I 2. WHEN WORKING ADJACENT TO EXISTING TREES, CONTRACTOR SHALL USE AND NEW FIRE HYDRANTS PRIOR TO THE TRANSFER OF EXISTING WATER V1 ji I SERVICES FROM EXISTING WATER METERS TO NEW 12. CONTRACTOR SHALL REPAIR SHOULDERS AND DITCH LINES AS DISTURBED H-3 1036 ROSENKRANS STREET 11 STANDARD EROSION AND SEDIMENT CONTROL TREE PROTECTION METHOD WATER METERS, 13 T1 TO SAME OR BETTER PRE pa. -CONSTRUCTION CONDITIONS AND SHALL ENSURE M_4� 5765 PARK ROAD L"VID 6 FOLLOWED BY THE REMOVAL O)F EXISTING METERS AND EXISTING HYDRANTS. F - ----- (SEE DETAIL SHEET C8) AS WELL AS ANY OTHER METHODS NECESSARY TO PG.',, -16.9 POSITIVE DRAINAGE. PROT 1036 ECT EXISTING TREES FROM DAMAGE, EXCEPT WHERE THE PLANS R( 7. CONTRACTOR SHALL REMOVE AILL VALVE BOXES ON WATERLINE TO BE OTHER EROSION AND SEDIMENT ARCEL 0: J_ SPECIFICALLY CALL FOR TREE REMOVAL. FM_5� 5757 PARK ROAD ABANDONED. CONTRACTOR SHIALL BACKFILL AND REPAIR ASPHALT OR 13. CONSTRUCTION AT THE INTERSECTION OF HIGH STREET AND PARK ROAD CONTROLS SHALL BE FIELD ADJUSTED AS NEEDED TO ENSURE /056C0-00-n,vi--(j I �6olo PROTECTION )�1040 7o, PROVIDE TOPSOIL AND GRASS SEED AS APPROPRIATE. MAY REQUIRE NIGHT WORK. COORDINATION WITH ACSA WILL BE REQUIRED R"'WCEL m 10 OF TREES TO REMAIN. FM_6� 10218 ROSENKRANS STREET WITH A MINUMIM OF 2 WEEKS NOTICE TO ACSA PRIOR TO STARTING THIS 636, PG� 284 D. D. 13, 3. CONTRACTOR SHALL UTILIZE BENDS AND DEFLECT PIPE AS NECESSARY TO 8. CONTRACTOR SHALL MAINTAIN ONE LANE OF TRAFFIC AT ALL TIMES. WORK. FM -7] 1032 ROSENKRANS STREET J, MAINTAIN ALIGNMENT. SEE SPECIFICATIONS FOR ALLOWABLE DEFLECTIONS. Av 9. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAY ENTRANCES 14. CONTRACTOR SHALL CLEAR AND GRUB VEGETATION ON THE SLOPE BETWEEN FM -8] 5749 PARK ROAD �z_s�qs ior THROUGHOUT CONSTRUCTION. IN INSTANCES WHERE WATERLINE R&H PARTNERS LLC PROPERTY AND HIGH STREET. UPON COMPLETION OF 4. NO OPEN TRENCH SHALL BE WITHIN 7' DISTANCE OF EXISTING ELECTRIC INSTALLATION DIRECTLY IMPACTS DRIVEWAY ACCESS, CONTRACTOR SHALL WATERLINE INSTALLATION, CONTRACTOR SHALL RESTORE GRADE TO UTILITY POLES. CONTRACTOR SHALL PROTECT EXISTING UTILITY POLES. M79 574�3 PARK ROAD C COORDINATE SCHEDULE ACCORDINGLY WITH ACSA INSPECTOR AND IMPACTED PRE -CONSTRUCTION CONDITIONS AND SEED AND MULCH PER VIRGINIA RESIDENTS. 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CAMPE Lie. No. 041395 t:3 1 (-30 Y$ZZONALL'0 I 11�� SEAL SCALE 01 25' 50" 100' HORIZONTAL SCALE: 1"=50' Op 5' 10' 20' 1 IIIIIIIIIIIIIE111111 VERTICAL SCALE: 1 "= 10' I No. I DATE I BY I IDescription I REVISIONS DRAWN BY IVIRL CHECKED BY DSM DATE 10/07/2016 TITLE WATERLINE STA Al 0+00 TO STA A24 + 00 PROJECT NO. 50075656 C4 SHEET NO. 5 of 11 a 7 q d r 10 Fs Dewberry Dewberry Engineers Inc. 4805 Lake Brook Drive Suite 200 Glen Allen, Virginia 23060 PHONE: 804.290.7957 FAX: 804.290.7928 www.dewborry.com O W �-- O D It n W C'r) z U) Q WWZ Z z oC<�W C'3 W = W r U)CUD W j z O W Z N W N Q C C o 0 W Oarzoco U CJ— 0 T U W J 75 CC CC < W 7 W Q m J Q SEAL,,yyT HEATHER A. GAMPBEW Lie. No. 041395 �s (� ��i.s'�oNAL��.3► SEAL R SCALE 0' 25' 50' 100' HORIZONTAL SCALIE: 1"=50' 0' 5' 10' 20' VERTICAL SCALE:: 1"=10' L No. DATE BY I Description REVISIONS DRAWN BY APPROVED BY CHECKED BY DATE MRL HAC DSM 10/07/2016 TITLE WATERLINE PLAN & PROFILE STA A24+00 TO STA A35+25 PROJECT NO. 50075656 SHEET NO. 6 of 11 i 0 -r4 d F A C Dewberry Dewberry Engineers Inc. 4805 Lake Brook Drive Suite 200 Glen Allen, Virginia 23060 PHONE: 804.290.7957 FAX: 804.290.7928 www.dewberry.com O W �--- O D 0— W CY) Z Cf) Q � W W Z z z >�� W 0 W=W2 rr cn CLU > ° � W 0 �= W ZNwa NQ O pC o 0 Ozoo W � UUQ r J � >� aC < W 75; F- W <C m J Q SEAL V°►'',T `'ti HEATHER A. CAMPBEL1' ,4 Lic. No. 044,1395 SEAL C SCALE O' 25' 50' 100' HORIZONTAL SCALE:: 1 "=50' O' 5' 10' 20' VERTICAL SCALE: 1"=10' I No. I DATE I BY I Description J REVISIONS DRAWN BY MRL APPROVED BY NAC CHECKED BY DSM DATE 10/07/2016 IF TITLE WATERLINE PLAN & PROFILE STA 810+00 TO STA B23 + 00 PROJECT NO. 50075656 SHEET NO. 7 of 11 1= L L i r" 1 9 1 d � Dew �•••♦b err Dewberry Engineers Inc. 4805 Lake Brook Drive Suite 200 Glen Allen, Virginia 23060 PHONE: 804.290.7957 FAX: 804.290.7928 www.dewberry.com O W 0 D n wrnzF_ < U W W z z z >oC�5w C�cr LU -r W rr r o Ww Z N W N Q Z)0rr,o Lij 0crz b rr 0 QQ T U W C G rr" rr < W G WW < W HEATHER A,. 1�Fp'0-B_mE'_14 Lic. 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No. 041395 SCALE 0' 25' 50" 100' HORIZONTAL SCALE: 1 "=50' 0' 5' 10" 20' VERTICAL SCALE: 1"=10' APPROVED BY 10/07/2016 WATERLINE N P&P STA 623+00 TO 1326+50, STA ►1+ 0 00 T 0c 14+71 PROJECT NO. 50075656 1 2 3 4 5 SEED CONSTRUCTION OF A SILT FENCE 2 X 4" WOOD FRAME DROP INLET TYPICAL ORIENTATION OF APPLICATION DATES SPECIES APPLICATION RATES (WITHOUT WERE SUPPORT) T WITH GRATE r`�•�,, Dewberry50/50 MIX OF ANNUAL RYEGRASS ""� s�oP °'"._>;,; TREATMENT - 1 1. SET THE STAKES. 2. EXCAVATE A 4 X 4 TRENCH FRAME SEPT. 1 - FEB. 15 (LOLIUM MULTI-FLORUM) & CEREAL 50-100 (Ibs./acre) UPSLOPE ALONG THE LINE OF 1.5' MAX._;<; �- C -`�--� ON SHALLOW SLOPES, STRIPS (WINTER) RYE (SECALE CEREALE)M STAKES. ) AX-IIIaIILIII_- OF NETTING PROTECTIVE COVERINGS MAY BE APPLIED DRIP LINE Dewberry Engineers Inc. GRASS LOLIUM \ -- - ACROSS THE SLOPE. 4805 Lake Brook Drive ANNUAL RYE ( 3 MIN. J �ti7 �j=, _ _ -„ suite 200 FEB. 16 -APR. 30 60-100 (Ibs./acre) -, �--7/ -Ili l lil liliilli CONSTRUCTION Glen Allen, Virginia 23060 MULTI-FLORUM) ----� _ FAX: 804.290.7928 ^`� BERM PHONE: 804.290.7957 SAFETY FENCE GATHER�11=�- MAXIMUM LIMITS OF ^ f WHERE THERE IS A BERM AT THE TOP OF THE III -I II -III www.dewberry.com E FLOW ;; , %;, r -----� EXCESS AT lzl =LLIIII_ II=1T1 _ MAY 1 -AUG. 31 GERMAN MILLET 50 (Ibs./acre) SLOPE, BRING THE MATERIAL OVER THE BERM II_)ll L ll III=111 1 ;, ,, ,„ - CLEARING AND f ,, 4 �y� �� CORNERS AND ANCHOR IT BEHIND THE BERM. -1L-I� L III II 1LI �I �I=1n lI1=III-III-I =1�1� �1 ll=1I1- GRADING ^ : ��-i n-III=1L=1 � I V I I I I I I=1(1-1 � - '�I-ISI-IIf-I� L1=1i� 3. STAPLE FILTER MATERIAL _ -III••-LTI. I , TO STAKES AND EXTEND 4. BACKFILL AND COMPACT STEEP PROPOSED IT INTO THE TRENCH. THE EXCAVATED SOIL, PERSPECTIVE VIEWS SLOPE GRADING .,.,. -•� ,� r U FERTILIZER & LIME STAKE O W • APPLY 10-10-10 FERTILIZER AT A RATE OF 450 Ibs./acre (OR 10 Ibs./1,000 ( - ON STEEP SLOPES, APPLY PROTECTIVE 5' -j sq. ft.) � li= I=1=i COVERING PARALLEL TO THE DIRECTION OF "�" • APPLY PULVERIZED AGRICULTURAL LIMESTONE AT A RATE OF 2 TONS/ACRE FABRIC lil=ll=lli 1 FLOW AND ANCHOR SECURELY. �- o ------� � � Ii-III=III..-1"'�' WHERE DRIPLINE (OR 90 LBS./1,000 SQ. FT.) NOTE: •" ��----�-- a> , I - 1' MIN. - _ - - - CONSTRUCTION OPERATIONS RELATIVE TO THE 1.) A SOIL TEST IS NECESSARY TO DETERMINE THE ACTUAL AMOUNT OF LIME �� ,%� �� ft { .I - a IIIA ilYlltlTllillllillillilliu W I,.. /'-� -_ - '� FLOW „I �' LOCATION OF PROTECTED TREES t� c( REQUIRED TO ADJUST THE SOIL pH OF SITE. f/If - 7 2.) INCORPORATE THE LIME AND FERTILIZER INTO THE TOP 4-6 INCHES OF THE , _ °_° U i 4" .� W 1 1 z z Z SOIL BY DISKING OR BY OTHER MEANS. SHEET FLOW INSTALLATION BRING MATERIAL DOWN To A LEVEL AREA BEFORE W �vJ TERMINATING THE INSTALLATION. TURN THE END- TREE PROTECTION > U) W 3.)WHEN APPLYING SLOWLY AVAILABLE NITROGEN USE RATES AVAILABLE IN EROSION (PERSPECTIVE VIEW) ELEVATION OF STAKE AND UNDER 4" AND STAPLE AT 12" INTERVALS. 12>, NTS '� i j i 0 > & SEDIMENT CONTROL TECHNICAL BULLETIN #4, 2003 NUTRIENT MANAGEMENT FLOW FABRIC ORIENTATION DETAIL A SOURCE: PUBLIC FACILITIES MANUAL, VOL III, FAIRFAX CO., VA., 1976 PLATE 3.38-1 W = LL FOR DEVELOPMENT SITES AT: r , http://ww.dcr.state.va.us/sw/e&s.htm#pubs A 3 SPECIFIC APPLICATION DITCH FLOW v B A THIS METHOD OF INLET PROTECTION IS APPLICABLE WHIERE THE INLET DRAINS A RELATIVELY IN DITCHES, APPLY PROTECTIVE COVERING �- 0U '� FLAT AREA SLOPE NO GREATER THAN 5% WHERE THE INLET SHEET OR OVERLAND FLOWS PARALLEL ro THE DIRECTION of Flow. USE GROOVING SLOPES W J TEMPORARY SEEDING SPECIFICATIONS ,.1, I ( ) CHECK SLOTS AS REQUIRED. AVOID JOINING Q W TS QUICK REFERENCE FOR ALL REGIONS (NOT EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD ,SHALL NOT APPLY TO INLETS MATERIAL IN THE CENTER of THE DITCH IF _ < cc RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. IJi III- AT ALL POSSIBLE. - W N 5 1-7_ _ O Cr \ O rJJi r` I ' -III=111111_ - I -III a Lit O o m TABLE 3.31-8 z -11 �_-II""- �� -- _ SOURCE: VA. DSWC REVISED JUNE 2003 SILT FENCE DROP INLET PROTECTION POINTS A SHOULD BE HIGHER THAN POINT B. IP - IYI_i1=1T1-1=1i1=1i1_�1-1�=llI 11 -III-1 11-- �� 0 U DRAINAGEWAY INSTALLATION NTS 1�1-1�LTI�I=ITI;lilil lil - _ _ t"' Q r D SEED (FRONT ELEVATION) SOURCE: N.C. EROSION AND SEDIMENT CONTROL I LAND USE SPECIES APPLICATION PER ACRE 4,=- PLANNING AND DESIGN MANUAL, 1988 PLATE 3.07-1 �M SOIL STABILIZATI0N BLANKET I = - h �-�- rr MINIMUM CARE LAWN TALL FESCUE' 95-100% SF SILT FENCE - - - (COMMERCIAL OR PERENNIAL RYEGRASS 0-5% NTS NTS - - - ,y Q W 0-5% - / c RESIDENTIAL) KENTUCKY BLUEGRASS'SOURCE: ADAPTED FROM LUDLOW PRODUCTS BROCHURE PLATE 3.36-•1 -I -I = G (- TOTAL: 175-200 LBS. SOURCE: ADAPTED) FROM INSTALLATION OF STRAW AND FABRIC FILTER STONE 70' MIN. -_ _ HIGH -MAINTENANCE BARRIERS FOR SEDIMENT CONTROL, SHERWOOD AND WYANT PLATE 3.05-2 CONSTRUCTION TYPICAL TREATMENT - 1 I I = W Q TALL FESCUE TOTAL: 200-250 LBS. 3" SM-�A ASPHALT TOP INSTALLATION CRITERIA ' II !- CO 3: LAWN ENDWALL ACCESS ` EXISTING GALONG I THE SCC TTIN OF AOSLOPE. i TALL FESCUE 128 LBS. � /` 2% PAVEMENT I- _ GENERAL SLOPE RED TOP GRASS OR CREEPING RED 2 LBS. +j IRREGULARITIES IN THE SOIL - -I Q SURFACE CATCH RAINWATER AND FESCUE 2 y,\ \ �,�,�\,�\ ANCHOR SLOT I _ (3:1 OR LESS) SEASONAL NURSE CROP 20 LBS. `� " NOTES PROVIDE SOME COVERAGE OF LIME, ^III-� 4 =� _ SEAL *0 $ ti TOTAL: 150 LBS, TOE OF FILL 6 MIN. 21A AGGREGATE BASE APPROXIMATELY 200 STAPLES REQUIRED FERTILIZER AND SEED. Ql CULVERT PER 100 SQ. YDS. OF MATERIAL ROLL. -III-III-I Oti TALL FESCUE 128 LBS. PROFILE ANCHOR SLOTS, JUNCTION SLOTS & LOW MAINTENANCE RED TOP GRASS OR CREEPING RED 2 LBS. CHECK SLOTS TO BE BURIED 6' TO 12". SLOPE FESCUE 2 of 12" MAX. 4:1 OR FLATTER SR SURFACE ROUGHENING U (STEEPER THAN 3:1) SEASONAL NURSE CROP 20 LBS. STONE 70' MIN. 6" MAX. STEEPER THAN 4:1 ,HFATHERA, PALL JUNCTION SLOT _ I-•- NTS � �� . �,�� CROWNVETCH a TOTAL: 150 LBS. CONSTRUCTION EDGE AND END JOINTS I I I I SOURCE: VA. DSWC PLATE 3.29-2 1 -WHEN SELECTING VARIETIES OF TURFGRASS, USE THE VIRGINIA CROP ACCESS ® -ASPHALT CK PAVED CHECK SLOT TO BE SNUGLY ABUTTED o � , IMPROVEMENT ASSOCIATION (VCIA) RECOMMENDED TURFGRASS VARIETY LIST. TERMINAL FOLD AL STAPLED LAP JOINT IN (JUTE MESH WILL HAVE ,'s QUALITY SEED WILL BEAR A LABEL INDICATING THAT THEY ARE APPROVED BY VCIA. i � ' ��►�"'�aN�'� LIEU OF EDGE JOINT) EXISTING LAP JOINT 2" MIN. I A CURRENT TURFGRASS VARIETY LIST IS AVAILABLE AT THE LOCAL COUNTY 2% 2% PAVEMENT (JUTE MESH ONLY ' , TRACKING EXTENSION OFFICE OR THROUGH VCIA AT 804.746.4884 OR AT ° ° i' �2% 12' MIN.* +- TAMP FIRMLY I SEAL http://sudan cses vt edu/html/Turf/turf/publicationsZpublications2 html ANCHOR SLOT 5' MAX. 4:1 OR FLATTER C 2 -USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES AS STATED ° 3' MAX. STEEPER THAN 4:1 , BELOW: TOE OF FILL -POSITIVE DRAINAGE 2" T "' _ -��-� ° o FEBRUARY 16 - APRIL 30 .................. ANNUAL RYE * MUST EXTEND FULL WIDTH O^ TO SEDIMENT mm = 6" To 12" , , , I :; MAY 1 -AUGUST 15.... ............... FOXTAIL MILLET OF INGRESS AND EGRESS TRAPPING DEVICENil NOVEMBER 1 FEBRUARY 15............WINTER RYE SIfLT FENCE DISTANCE IS 6' MINIMUM IF PLAN. AUGUST 16 OCTOBER 31 ................ ANNUAL RYE - , \ - ° �! OPERATION I I 3 -SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF FARMVILLE, VA (MAY FLOW IS TOWARD EMBANKMENT*CHECK SLOT I I - THROUGH SEPTEMBER USE HULLED SEED, ALL OTHER PERIODS, USE UNHULLED FLOW , SERICEA). IF FLATPEA IS USED, INCREASE RATE TO 30 LBS ACRE. IF WEEPING TAMP CHECK SLOT 1' TO 2' / 12 MIN. POSITIVE DRAINAGE FIRMLY LOVEGRASS IS USED, INCLUDE IN ANY SLOPE OR LOW MAINTENANCE MIXTURE TO SEDIMENT VAR. VAR. DURING WARMER SEEDING PERIODS, INCREASE TO 30-40. �% SCALE -_..... TRAPPING DEVICE 2" _ • .. ,• .. , ; s CIP SILT FENCE CULVERT INLET PROTECTION 6» TO ,2" 6» TO $" MIN. PLAN VIEW I FERTILIZER &LIME % ; \�,�< - - STAPLING DIAGRAM NTS," ,. _ " �- • APPLY 10-10-10 FERTILIZER AT A RATE OF 450 Ibs./acre (OR 10 Ibs./1,000 FILTER CLOTH 'CHECK SLOTS AT MIN..SECTIONA-A STAPLE FORMED FROM NO. 11 STEEL WIRE, 50' C -C INTERVALS; sq. ft.) SOURCE: ADAPTED FROM VDOT STANDARD SHEETS AND VA. DSWC PLATE 3.08-1 8' STAPLE MIN. LENGTH FOR SANDY SOIL. NOT REQ.'D WITH ALL • APPLY PULVERIZED AGRICULTURAL LIMESTONE AT A RATE OF 2 TONS/ACRE 6" STAPLE MIN. LENGTH FOR OTHER SOIL. "COMBINATION "BLANKETS (OR 90 LBS./1,000 SQ. FT.) 70' MIN. EXISTING PAVEMENT JUNCTION SLOT DOZER TREADS CREATE 3 " -f- TAMP TERMINAL FOLD GROOVES PERPENDICULAR NOTE: 5:1 A MINIMUM WATER TAP OF 1 INCH MUST BE INSTALLED WITH A MINIMUM 1 INCH BALLCOCK 2 II III-III=LI- 1= III_Ili. - 12" FIRMLY ~- TAMP FIRMLY TO THE SLOPE, SHUTOFF VALVE SUPPLYING A WASH HOSE WITH A DIAMETER OF 1.5 INCHES FOR ADEQUATE 6" TO 12" 1.) A SOIL TEST IS NECESSARY TO DETERMINE THE ACTUAL AMOUNT OF LIME �II_ CONSTANT PRESSURE. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO AN - ---- 4 REQUIRED TO ADJUST THE SOIL pH OF SITE. " �� -�" FILTER CLOTH 6" MI AlMOUNTABLE BERM APPROVED SETTLING AREA TO REMOVE SEDIMENT, ALL SEDIMENT SHALL BE PREVENTED FROM 2.) INCORPORATE THE LIME AND FERTILIZER INTO THE TOP 4-6 INCHES OF THE (OPTIONAL) ENTERING STORM DRAINS, DITCHES OR WATERCOURSES. CONTRACTOR SHALL BE RESPONSIBLE 1 2" SOIL BY DISKING OR BY OTHER MEANS. SIDE ELEVATION FOR OBTAINING WASH RACK METER AND PAYING FOR WATER USAGE. I - - 3.) WHEN APPLYING SLOWLY AVAILABLE NITROGEN USE RATES AVAILABLE IN EROSION & SEDIMENT CONTROL TECHNICAL BULLETIN #4, 2003 NUTRIENT EXIS ING GROUJND - - MANAGEMENT FOR DEVELOPMENT SITES AT: 70' MIN. CIE PAVED WASH RACK http://ww.dcr.state.va.us/sw/e&s,htm#pubs 10' MIN. NTS /M SOIL STABILIZATION BLANKET SR SURFACE ROUGHENING B WASHRACK � NTS NTS PS PERMANENT SEEDING SPECIFICATIONS B SOURCE: ALBEMARLE COUNTY DESIGN, STANDARDS MANUAL SOURCE: VDOT ROAD AND BRIDGE STANDARDS PLATE 3.36-2 SOURCE: MICHIGAN SOIL EROSION AND SEDIMENTATION GUIDE PLATE. 3.29-4 FOR PIEDMONT AREA- TABLE 3.32-D ' MIN 10 MI SEE NOTE 2 BELOW 12 �-- EXISTING EX. SURFACE TYPICAL CONVENTIONAL METAL (T) METAL TIE SOURCE: VA. DSWC (REVISED JUNE 2003) - PAVEMENTV 6" 6" 1' SEE NOTE 5 BELOW OR (U) POSTS WIRES EVERRY DOWELED WITH 24" MIN. MIN. MIN. MIN. A A RATES = S.S., #4'S @ 12" O.C. t" -UNKNOWN POLYETHYLENE FABRIC 1 -6 No. DATE BY Description MULCHES NOTES PER ACRE PER 1,000 sq. ft. 'VDOT #1 `� POSITIVE DRAINAGE 10' MIN. C - UNKOWN tr THICKNESS OF O O O O O O O O O O O THICKNESS OF EXISTING O O O O O O O O O O O C REVISIONS 1j-2 TONS FREE FROM WEEDS AND COARSE COUJRSE AGGREGATE B TO SEDIMENT EXISING ASPHALT (7.5" O O O O O O O O O O O STRAW OR (MINIMUM 2 TONS MATTER. MUST BE ANCHORED. TRAPPING DEVICE CONCRETE MIN.*) O O O O O O O O O O O C 3d° HAY FOR WINTER 70-90 Ibs, SPREAD WITH MULCH BLOWER OR MUST EXTENVD FULL WIDTH 00 00 00 0O O OO OO OO OO OO O OO C d0 DRAWN BY MRL COVER) BY HAND OF INGRESS; AND EGRESS PLAN VIEW O O O O O O O O O O O O -- SEE NOTE 6 O O O O O O O O O O O C HAC PIPE OUTLET TO FLAT APPROVED BY DO NOT USE AS MULCH FOR OPERATION O O O O O O O O O O O O 12' MIN. 4' MIN. O O O O O O O O O O O O O O O O O O OO O O O C AREA WITH NO DEFINED 21 B DSM FIBER MINIMUM 1,500 35 Ibs. WINTER COVER OR DURING HOT, SAW TO NEAT EDGE SUBBASE °°°°°°°°°°°C PLAN VIEW CHANNEL CHECKED BY MULCH Ibs. DRY PERIODS.* APPLY AS 3,MIN. PRE -MOLDED (10" MIN.* FOR O oO oO oO oO oO oO oO oO oO oOO OC 10/ 07/2016SLURRY. JOINT FILLER ROADWAYS- 6" DEPTH O O O O O O O O O O O O DATE III-III=11 _ 3" MIN. FOR PARKING AREAS O O O O O O O O O O D O C CUT OR SHREDDED IN 4-6" -" "' AND SERVICE ROADS) 0 0 0° 0 0 0° 0° O° 0° 0° 0 0 0° ° O° C L a TITLE CORN 4-6 TONS 185-275 Ibs. LENGTHS. AIR DRIED. DO NOT USE FILTER CLOTH TRENCH SIDES SHALL BE O O O O O O O O O O O O STALKS IN FINE TURF AREAS. APPLY WITH SECTION A -A SHEETED AS REQ'D TO KEEP 21B BACKFILL O O 0 % EROSION AND MULCH BLOWER OR BY HAND, TRENCH WIDTH TO A MIN. (95% COMPACTION) » FREE OF COARSE MATTER. 6 -7 ado m o 18 MIN. AIR-DRIED. TREAT WITH 12 Ibs. SEE PIPE INSTALLATION °fir o BURIED PIPE 6' O.C. MAX. GRADE d SEDIMENT CONTROL WOOD NITROGEN PER TON. DO NOT USE DETAIL FOR BEDDING CHIPS 4-6 TONS 185-275 Ibs. IN FINE TURF AREAS. APPLY WITH o- REQUIREMENTS ° * OR EQUAL TO EXISTING LAYER RECOMMENDED R CONSTRUCTION SAFETY FENCE FILTER CLOTH KEY IN 6"-9"; AND PAVEMENT MULCH BLOWER, CHIP HANDLER, � .� WHICHEVER IS GREATER NTS SECTION A -A ENTIREPER METER A OR BY HAND. CONCRETE PAVEMENT ASPHALT WITH BASE DETAILS FREE OF COARSE MATTER. NOTE: BARK AIR-DRIED. TREAT WITH 12 Ibs. REINFORCED CONCIRETE DRAIN SPACE 1. MINIMUM TRENCH WIDTH SHALL BE 2' EXISTING PAVEMENT INCLUDING SUB -BASE SHALL BE CUT AND NOTES: 1. APRON LINING MAY BE RIPRAP GROUTED RIPRAP GABION CHIPS OR NITROGEN PER TON. DO NOT USE REMOVED A MINIMUM OF 1' BEYOND THE PIPE TRENCH WIDTH ON BOTH SIDES AND RECONSTRUCTED AS PROJECT NO. 50-70 cu. yds. 1-2 cu. yds. 4 VDOT 21A BASKET, OR CONCRETE. 50075656 SHREDDED IN FINE TURF AREAS. APPLY WITH SECTION B -B SHOWN. AGGREGATE BARK MULCH BLOWER, CHIP HANDLER, 2. REPLACE ASPHALT PAVEMENT WITH 3" BM -25.0 + 1 1/2" SM -9.5A FOR ROADS OR 2" BM -25.0 + 1 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED OR BY HAND. 1/2 SM -9.5A FOR PARKING AREAS AND SERVICE ROADS, BUT TOTAL THICKNESS OF ASPHALT OR USING PLATES 3.18-3 AND 3.18-4, CONCRETE SHALL NOT BE LESS THAN 1.5 X C. 95% COMPACTED STRAWWHENFIBER SHOULD BECH IS THE USED APPLOYNLY AT AVAILABLE MN M MIULCH NIMUM OF DURING 2,000PEbsI� ac. OR 45 4. CONDS WHEN 3. TRACTOROSED ATER SHALL SHALL MATCHAVE A EXISTINGNIMUM PAVEM�NT3TYP� FOR REPAIRS. F COVER.�, %� �% '� SUB -BASE 3. dFSS 1THANIM6 INCHES. THE STONE DIAMETER, BUT NOT / CE SJO N E CONSTRUCTION N STR U CTI 0 N ENTRANCE 5. IN ADDITION TO UTILITY TRENCH PAVEMENT REPAIR, CONTRACTOR SHALL MILL AND OVERLAY EXISTING ^ ' "lit /Z Ibs./1,000 sq. ft. PAVEMENT WITH 1.5 SM -9.5A TO THE LIMITS SHOWN ON PLAN SHEETS. C8 ORGANIC MULCH MATERIALS NTS 6. HORIZONTAL AND VERTICAL SURFACES SHALL BE TACKED WITH RC -250 LIQUID ASPHALT AT A RATE OF MV 0.1 GAL PER SY OR AS DETERMINED BY THE DISTRICT ADMINISTRATOR'S DESIGNEE. QP OUTLET PROTECTION AND APPLICATION RATES SOURCE: ADAPTED) FROM 1983 MARYLAND STANDARDS FOR SOIL PAVEMENT REPAIR DETAIL GRAVEL DRIVE ROADWAY RESTORATION NTS EROSION AND SEDIMENT CONTROL, AND VA. DSWC 3.02-1 NTS NTS SOURCE: VA. DSWC PLATE 3.18-1 SHEET NO. 9 of 10 SOURCE: VA. DSWC TABLE 3.35-A PLATE 1 2 3 4 5 45° JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. max - FOR BENDS 8" &SMALLER USE UNDISTURBED EARTH ASTM A36 AND HEX NUT i, SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. 2 L STRAP ON BEND WITH ANCHOR TO View 2 - 3/4" DIA ASTM A588 (TYP) r BOLT ON CENTER LINE OF p ALL THREAD ODS UNDISTURBED VARIES a - R SOIL (TYP) BEND. a ' •---10't --1 O'f - ° z` _ _ _ - FOR BENDS 10" THROUGH 12" USE BRACING a t ' _ 45° , i p✓ 45° USE 2 STRAPS ON BENDS STRAPS ON ALL max_ i max PIPE SIZES 6" MINIMUM WATER MAIN 5 5' f ,, ADJACENT TO BELLS. 4 MINIMUM ►F-� 10' - {`% a i .' a a PLUG f - FOR 18" BEND USE 3 STRAPS a a w o - AS SHOWN. 777,77, } ¢ VALVE-�� 6 ' f 2 I s F 4» MINIMUM 4 BARS ® 12" ON CENTER 1C.1-111111 4 i 3 FOR 12 BENDS &LARGER 24" MIN B CONCRETE a a UNDISTURBED EARTH ., PLAN ' CLASS B a I,s " ELEVATION ° WATER SEWER FOR ALL BENDS FOR TEE OR WYE FITTINGSPAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT. " CLASS A-3 CONCRETE 4 0 o a MIN MEGA -LUG � WIDEN TRENCH TO 4 -: ACCOMMODATE LOCATION OF OTHER UTILITIES r y` ANCHOR IF (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) REQUIRED. 45. m n } ? EASEMENT WIDTHS: WATER OR SEWER ONLY - 20' MINIMUM BEDDING ASREQUIRED f WATER & SEWER 30' MINIMUM * SEE PART 3, PARAGRAPH D; SEPARATION OF WATER & SEWER SYSTEMS. y45° 45 , UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT !1 MIN MIN 90° TO THE RIGHT OF WAY. _ T T SECTION 1-1 SECTION 2-2 UTILITY LOCATIONS & EASEMENT WIDTHS NTS D FIG. W-1 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL ti r 24"MIN 8 8 INITIAL BACKFILL 8 24"MIN 8 MIN MIN MIN. MIN O ff'' O.:•. 6" BEDDING PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CUND. (FEET) CUND. 1'-2" 2'-0" BEND 8" L H T L H T 10" 90 2.50 2.50 3.01 0.24 12" S-0" 4'-3" 4" & 6" 45 2.00 2.25 2.60 0.15 5'-6" 3'-3" 3'-0" 4'-6" 2 1/2" 22 1/2 1.50 2.00 2.52 0.10 2.00 2.25 2.50 0.15 4'-3" 11 1/4 1.50 2.00 1 2.50 0.10 S-3" 5'-0" S-0" 2'-9" 3'-9" 2" 90 3.66 3.16 3.21 0.48 3'-6" 4'-3" 2" 18" 8» 45 2.66 2.66 2.77 0.26 4" - 6" 3'-0" 6'-0" 3'-0" S-3" 3'-3" 22 1/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 2 1/4" 11 1/4 1.66 2.16 2.67 0.13 5'-0" 5'-9" 2 1/2" 18" 6'-6" 90 4.83 3.83 3.42 0.83 10 Sc 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 -1/2 2.33 2.58 2.86 0.24 11 1 /4 1.83 2.33 2.84 0.18 BEND PIPE SIZE A B C D E F 4" - 6" 1'-9" 2'-3" 2'-6" 1'-2" 2'-0" 1 1/4" 8" 2'-3" S-0" 2'-6" 1'-6" 2'-6" 1 1/4" 11 1/4' 10" 2'-9" 3'-9" 2'-6" 2'-0" 3'-0" 2" 12" S-0" 4'-3" S-0" 2'-3" 3'-6" 2" 18" 3'-6" 5'-6" 3'-3" 3'-0" 4'-6" 2 1/2" 4" - 6" 2'-6" 3'-0" 2'-6" 1'-6" 2'-8" 1 1/4" 8" 3'-0" 4'-3" 2'-6" 2'-6" 3'-3" 2» 22 1/2' 10" S-3" 5'-0" S-0" 2'-9" 3'-9" 2" 12" 3'-9" 6'-3" 3'-0" 3'-6" 4'-3" 2" 18" 5'-0" 7'-6" 3'-3" 4'-0" 5'-8" 2 1/2" 4" - 6" 3'-0" 6'-0" 3'-0" S-3" 3'-3" 2 1/4" 8" 3'-6" 6'-6" 3'-0" S-8" 3'-9" 2 1/4" 45' 10" 4'-6" 7'-6" 3'-0" 4'-3" 5'-0" 2 1/4" 12" 5'-3" 9'-0" 3'-3" 5'-0" 5'-9" 2 1/2" 18" 6'-6" 11'-0 S-9" 6'-0" 7'-3" 2 1/2" NOTE: RESTRAINED JOINT FITTINGS. FLAT STEEL STRAP 4 WIDTH = DIM. "F» Side View - THICKNESS OF 18 F FILLET WELD STRAP = 1/4" a MIN `J STANDARD HEX NUT _ - 42" Minimum 18" 1/4" THICK UNDISTURBED EARTH ELEVATION PLATE WASHER (I a I 3" THREAD = N I i NOTE: 1" NOMINAL INSIDE 3/4" ANCHOR Certification of 95/. � DIAMETER EXTRA BOLTS compaction requiredI I i d 1. ALL RODS AND FASTENERS SHALL STRONG STEEL PIPE _ y a I l Ila a ABE GIVEN OCOATS ASPHALTIC PAINT AFTER ASSEMBLY. 4 BARS 0 12" PIPE BELL Galvanized Steel Beam, ON CENTER FOR W12 x 14 (min. size) I a 2. CONTRACTOR SHALL ENSURE THAT 12" BENDS & CONCRETE CLASS "B" THE COLLAR BEARS AGAINST LARGER I'' C 3' min. penetration into undisturbed 45° UNDISTURBED SOIL FOR THE soil , or as approved by the a MINIMUM DIMENSION SHOWN. CHART FOR UPPER VERTICAL BLOCKING SECTION ACSA. 3. DIMENSIONS SHOWN BEYOND THE NOTE: STANDARD 90° HOOK ON END OF ANCHOR TRENCH WIDTH ARE ABSOLUTE BOLTS TO FACE CENTER OF BLOCKS. `; i ! MINIMUM. IF THE TRENCH WIDTH IS ° \ LARGER DURING CONSTRUCTION 24" 1 TRENCH 24" MIN WIDTH MIN qo THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. SECTION CONCRETE BLOCKING FOR UPPER VERTICAL BENDS TYPICAL THRUST BLOCK IN FILL AREA CROSS ANCHOR RESTRAINTS FOR VALVES N.T.S. NTS NTS FIG. W -3A FIG. W-313 Fig. W -3C 1" COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL FINISHED GRADE f ? #68 STONE 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE CHANGES DIRECTION, CHANGES PLACE 5' GALVANIZED "WITNESS "POST WITH - ; ,Ti ' r.,.., r`.,.... SIZE, DEAD ENDS AND AT VALVES._ CAPPED ENDS PAINTED BLUE IN REMOTE (AREAS * STABLE SOIL ROCK 2. USE 2500 P.S.L. CONCRETE. ° (D° o AS DIRECTED. MARKER LOCATION MAY BE a 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 1" TYPE "K"-•- FOR USE ON ATTACHED SINGLE d SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. TRENCH * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL SOFT COPPER FAMILY RESIDENTIAL SERVICES OR REDUCER PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" THRUST BLOCKS;. DUAL RESIDENTIAL AND IRRIGATION BEDDING OF #68 STONE.„ ° CONCRETE THRUST BLOCKS Cl 1xill x1" SERVICES. FINISHED GRADE FOUNDATION IN POOR SOIL UNDER -CUT CONDITION FIG. W-3 TEE ' y r . d r' IIT a ° o NOTE: l r f ADJUSTABLE VALVE BOX W/ LID d 2500 P.S.I. CONCRETE THRUST BLOC NO SWEATED FITTINGS 2' I I UNDISTURBED SOIL a a, COVER LIFT NOTCH 4"MIN INITIAL BACKFILL 4"MI 14 1/2" DUAL SERVICE u Q 18" MN. 8" 8" 8" 8" 12 3/8" t UNSTABLE IN. MIN MIN MIN. 12 1/2" z PROFILE VIEW SOIL - #68 STONE 1 " COMPRESSION x 3/4" MALE PIPE O GRANULAR FILL AS COUPLING OR APPROVED EQUAL �, APPROVED BY ACSA ' h f r , 1 " TYPE "K" UNDISTURBED SOIL -EDGE OF --STABLE ZSTABLE WATER SOF(' COPPER TRENCH24" MN.STABLE SOIL OR ROCK SOIL OR ROCK Q - - °4 REDUCER CAST IRON LID NOTE FOR USE ON DETACHED SINGLE - M.J. GATE VALVE 8' MN. d ' d 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES.FAMILY RESIDENTIAL SERVICE 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE _ _ _ 18' METER BOX WHERE AN IRRIGATION METER IS INITIAL BACKFILL. NOT PROVIDED. 3. THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. /i �� SINGLE SERVICE d 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE !, NOTE: _ 4 ° TRENCH. 1) SADDLES SHALL BE USED ON PVC PIPE. 2500 P.S.I. CONCRETE THRUST BLOCK 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. CAST IRON LID d 8 MN. a -FINISHED GRADE WATER LINE n� \ ��tL3j`.I Q DUCTILE IRON WATER V `1 LOCKWING :'; 10"-15" UNDISTURBED SOIL - EDGE OF BALL �_= I TRENCH d 24" MN. PIPE INSTALLATION 8c BEDDING 18" VALVE-11/1METER BOX---� NTS (INLET & E 2500 P.S.I. PLAN VIEW FIG W-2 6" EXTENSION OUTLET) _ COPPERSETTER CONCRETE a 2'x 2' BEARING AREA. NOTES: 1/4 BEND 36" MIN. THRUST BLOCK a NOT TO SCALE 6" COUPLING _ j a NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE NOTE: HYDRANT MUST BE EQUIPPED (IF REQUIRED): PLASTIC SHEETING AS PROTECTION FOR BOLTS. WITH CHARLOTTESVILLE THREADS PIPE SLOT \`-METER ° " a Q 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES sr B WHICH IS THE LOCAL STANDARD. (2 PLACES) s a APPROVED BY THE 33' MINIMUM VERTICAL PENETRATION ACSA. ATION INTOUNDISTURBED SOIL, OR AS APPROVED NECESSARY • CERTIFICATION OF 95% COMPACTION REQUIRED IN TRENCH, LENGTH OF BRANCH VARIES BRICK AS BY THE ACSA. 6' MIN NOTES: 2' TO 10' no (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. CORPORATION STOPNOTE: IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. • THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND ' (270) TYPICAL SERVICE LATERAL INSTALLATION SIZE OF ALL THRUST BLOCKS. " �} TYPICAL GATE VALVE T'O'PICAL REDUCER 7 CU. F. 18"-22" VALVE BOX TYPIcCA1 METER BOXES (5/8 -1 METERS 5/8 8c 1 METERS ER THRUST BLICK #68 STONE I NTS NTS NTS NTS FIG. W-7 FIG. W -6A FIG. W-5 Fig. W -3D ,._ FINISHED GRADE . o ,: 6" GATE NOTES: _� 42 MIN v o VALVE A PRECAST A HOL - - , CRIMP AND -i I -I i I -III -I i I -I i I -i i i ° o __.., . 1 M N E 8" X 6" CONE AND COVER WITH ROLL END VARIES PWC EN NIPPLE ANDLING - TEE WATER CAST ON LID FOR CAP TRAFFIC AREAS, OR A METER OF COPPER PVC SLEEVE BFRASS NIPPLE AND CAP VARIES 2500 P.S.I. CONCRETE ='^` p AI,IR RELEASE VALVE PIPING 4" DIAMETER BRANCH VALVE BOX o ° BOX ASSEMBLY IN LUJBRICATE ALL THREADS BASE AND THRUST BLOCK h),4. °°o NON -TRAFFIC AREAS OR THRUST BLOCK �n AND VALVE METE_ BOX (SEE FIG. W-7) AGAINST UNDISTURBED I ,' '`� s ,� r � - STABLE SOIL..:` BRONZE GATE APPROVED EQUAL, SHALL BE E STEEL PILE BRASS OIR BRONZE PIPE VALVE USED. VALVE OX M.J. PLUG RESTRAINED JOINT FITTINGS REMAINING 42" MIN. M.J. FITTING -- N0. 57 STONE 9p. VARIES WHEN THE SOIL IS DISTURBED OR WHEN A _ 2) FOR WATERLINES COPPER PIPE TO HYDRANT IS LOCATED IN A FILL, IN ADDITION TO I-.;_; '', SMALLER THAN 12" USE A BE VERTICAL 2 PIPE SLOPED DRAIN TO GFRADE „ TO DRAIN IF POURING CONCRETE, A STEEL PILE SHALL BE IF POSSIBLE -,' . 1" A.R.V. AND FITTINGS. = GRADE ALLOWS USED AS ADDITIONAL SUPPORT. I VARIES VARIES 2" PVC (OR BRASS FOR WATER LINES 12 AND PIPE WATER MAIN RESTRAINED JOINT FITTINGS SHUT-OFF 24" MIN. •.: ° LARGER USE 2" A.R.V. AND CORPORATION WATERID VALVE FITTINGS. STOP ARESAMESIZE2" THREADED TAP (JN -LINE PLUG NOTE BRICK SUPP(OCEMENT C 3 IN SITUATIONS WHERE TYPE „B„ SOLID CEMEMIT BLOCKS �„�� ) _ 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. THE A.R.V. ASSEMBLY DEAD END 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT (INCLUDING DITCHES) CRUSHED STONE CANNOT BE OFFSET FROM (TYPE "A") 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. �� THE MAIN AN ADEQUATE 4, THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN TYPE "K" SOFT FOUNDATION SHALL BE THE DITCH. COPPER INSTALLED SO THE WATER 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES CORPORATION STOP LINE DOES NOT SUPPORT SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. THE MANHOLE CONE. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL AIR RELEASE VALVE (A TYPICAL. SERVICE TAP ABANDONMENT TYPICAL BLOW -OFF ASSEMBLY N.T.S. NTS NTS NTS FIG. W-4 FIG. W-9 FIG. W-613 FIG. W-8 '•••'' Dewberry Dewberry Engineers Inc. 4805 Lake Brook Drive Suite 200 Glen Allen, Virginia 23060 PHONE: 804.290.7957 FAX: 804.290.7928 www.dewberry.com O w �°- O Q n- z�Q U W W z z Z LU Cr W = W Cr_ U) � j JQ W ~ w Z N WN Q �Ory-� o O E O Er zoco U () Q O W U � J cr_ rr 5Q W G W Q m Q SEAL 40 ;�4noo t3,ip d ° t. -V -11r _ HEATHER A. PBELL 'A Lac. No. 041395 SEAL SCALE REVISIONS DRAWN BY MRL APPROVED BY HAC CHECKED BY DSM DATE 10/07/2016 TITLE WATER DETAILS PROJECT NO. 50075656 SHEET NO. 10 of 11 I •J C Page 6H-52 April 2015 Typical Traffic Control Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC-23.1) NALTES Guidance: 1. Sign spacing distance should be 350'-500' where the posted speed limit is 45 mph or less, and 500'-800' where the posted speed limit is greater than 45 mph. 2. Care should be exercised when establishing the limits of the work zone to insure maximum possible sight distance in advance of the flagger station and transition, based on the posted speed limit and at least equal to or greater than the values in Table 6H-3. Generally speaking, motorists should have a clear line of sight from the graphic flagger symbol sign to the flagger. Option: 3. Where Right -of -Way or geometric conditions prevent the use of 48" x 48" signs 36" x 36" signs maybe used. Standard: 4. Flagging stations shall be located far enough in advance of the work space to permit approaching traffic to reduce speed and/or stop before passing the work space and allow sufficient distance for departing traffic in the left lane to return to the right lane before reaching opposing traffic (see Table 6H-3 on Page 6H-5). 5. All flaggers shall be state certified and have their certification card in their possession when performing flagging duties (see Section 6E.01, Qualifications for Flaggers). 6. Cone spacing shall be based on the pos�p�ed aricl the valuesn Table 6H 4`oa Page 6H 6 7. A shadow vehicle with at least one high intensity amber rotating, dash� oscillating light shall be parked 80'-120' in advance of the first work crew. Option: 8. A supplemental flagger may be required in this area to give advance warning of the operation ahead by slowing approaching traffic prior to reachingthe he flagger station or queued traffic. Guidance: n z Iii 9. If the queue of traffic reaches the BE PREPARED TO STOP (W3-4) sign then the signs patallte temparay rut►be strips (PTIZ 51 should be readjusted at greater distances. 10 When a highway -rail crossing exists within or upstream of the transition area and it is atnticipated that queues resulting from the lane closure might extend through the highway -rail grade crossing, the temporary traffic control zone should be extended so that the transition area precedes the highway -rail crossing (see Figure TTC-56 for additional information on highway -rail crossings). Standard: 11. At night, flagger stations shall be illuminated, except in emergencies (see Section 6E.0)8). Option: 12. Cones may be eliminated when using a pilot vehicle operation or when the total roadway width is 20 feet or less. 13. For low-volume situations with short work zones on straight roadways where the flagggr is visible to road users approaching from both directions a single flagger, positioned to be visible to road users approaching from both directions may be used (see Chapter 6E). Standar,'. Posted Speed PTRS Spacing (Center to Center 1: Revision 1- 4/1/2015 36-55n 8 Feet April 2015 Page 6H-53 Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC-23.1) + 009 1: Revision 1- 4/1/2015 G20-2 (V) 500+ 501-100, SEE MOTE 4 - 80'- 120' SHADOW VEHICLE REQUIRED SEE NOTE 4 50° -100` FLAGGER. STATION SEE NOTE 2 SEE NOTE 1 7W20-7 SEE NOTE 1 W3-4 SEE SEE "OTE 9 NOTE 1 SEE SEE1 NOTE 1 {------ W20-4 SEE NOTE 1 r \W20-1 GENERAL NOTES: GG EEF� pp �EE p o 1 BROOKWOOD ROAD THIS A TTMRAPET A ONGCDMUANAGEMENT PLAN. OFFF SITE ZDETOURSUARENNOTANEEOEDD WEST OF 2. WORK IN ACCORDANCE PA*THERF8LRLE NG. BY THE ENGINEER (VDOT), THE CONTRACTOR SHALL PIAN AND PROSECUTE THE A. SHAD YINCAC RDC ON WITH § WQT PERMITNDUCTED WHILE HIGHWAY TRAVEL IS TEMPORARILY LIMITED. NOTIFICATION 9. oPlHALLNP�LACED IIADUVA CE OF THC WORKSONE AS SH W0 BE,�ASC POSTED IN� D ION, UTILITY P4ORCAHEADT C. CLOSURESA TOLEAST TWO WEEKSAPRIORACTUAL COLO ORES HARE d BEGIN FOR REVIEW ANDEAPPROVALD SHOULDER D H�U�I%SSHEW DNNNES,pHYNNFOOT71R��FU� E GENE PUB1N OPRIRy CLOSE OF ATEu PUBLIC ENTITIES,AND ORTRAFFIC MANAGE N CENTERRDAND FOR LFlC ENGINEER. I ry E. AN ONSITE REVIEW OF THE PROJECT'S WORK ZONE TRAFFIC CONTROL BY THE PROJECT MANAGEMENT TEAM, REGIONAL KFIC &TINEER AND CONTRACTOR SHALL BE CONDUCTED WITHIN 24 HOURS OF ANY FATAL INCIDENT/RASH WITHIN THE F. ENGINEER WAND CONTRACTOR. S SHALL BE CONDUCTED JOINTLY BY THE PROJECT MANAGEMENT TEAM, REGIONAL TRAFFIC G. ALL MCAhR%� bViR ICESTHAED �SI�(�,SCONESSARY FOR THE MAINTENANCE OF TRAFFIC ARE TO BE SUPIPLIED, INSTALLED, H. TO INMTIONNTROL DEVICE LOCATIONS SHALL BE MARKED BY THE CONTRACTOR AND REVIEWED BY THE ENGINEER PRIOR I. �80gRU%10 1 EDIIUON,C 08oR AD ANDN�BRI E STANDARHD 7ITMD THE 20�C ROAD AND �IDGEGSPECI�FICATINS 'IF(�R�CMANUAL J. VIRGINIANWORIKLAREAEPROTECTIOOUD F�Al0M2011 EDITIW Y WHEN NOT NEEDED OR COVERED PER SECTION 61F.04 OF THE K. SOME SKETCHES AND DRAWINGS ARE NOT TO SCALE AND SHALL BE USED FOR REFERENCE ONLY. I. TRAFFIC CONSISTS OF RESIDENTS, DELIVERY TRUCKS, AND SCHOOL BUSSES. M. SIDEWALK CLOSURES SHALL BE IN ACCORDANCE WITH TTC-35.0 AND TTC-36.1, IF APPLICABLE. 3. GROUP 2 CHANNEUZING DEVICES yyARE TO IF PLACED AS DIRECTED BY THE VA. WAPM, PAGE A-7. 4, gp%� C�OAPPROVAUL. HOLIDA RRESIONoOUTLINED IE 2007 0 BRI[iE SFlCA�TIOSEC1N IT 5. LANE CLOSURES WILL BE PERMITTED. 6. RNCUWI N THCREGIONAL0TAWIC E&EER THE EXISTING LANE WIDTH (DESIRABLE 11' MINIMUM) WITHOUT 7. NO OBJECTS, gE�QgUIPMENT, OR STORED MATERIALS MAY INTERFERE WITH SIGHT DISTANCE OF ENTRANCES AND INTERSECTIONS. 8. BY THELENNINEER�LE MESSAGE SIGNS SHALL BE PLACED PER THE VIRGINIA WORK AREA PROTECTION MANUAL OR AS DIRECTED 9. VDOT WILL NOT ASSIST CONTRACTOR IN SECURING STAGING AREA FOR EQUIPMENT AND MATERIALS WITHIN THE STATE R/W. 10. CONTRACTOR SHALL MAINTAIN ACCESSTOPRIVATE ENTRANCES DURING OPERATIONS. � oTOp FWCNAAEQMERNZAMTNML 7EAPPOO W9CBEG9NG1HTgOAIGWIAW A q��FFIC SIGNAL. p� G E Su �g�p �,e, �� 12. FORM AE 41 W� GE AGAB1VOTWPAVEM?4 SURFACFFORRTMC�E&A HE NO�IEOTECTION OF VEHICULARDA IACLL BE BACKFILLED TO 13. AADJEACENT PkOPERTIES ATPNO�CQSTEMCORDAORT DRAINAGE AS REQUIRED TO PREVENT PONDING OF WATER ON THE ROADWAY AND 14 �ONTRACTOR SHA RE CONSTRU tNo D DA TECT AI W YU I CONTRACTOR. ON OPERA ONS SF�iAILNL CBE REPAIREDN OR REPLRi40CED A�iAGE. ANY 15. ASND THNEANCE EDITION OF THE MANUAOLN OFNU C M �TRCAFFIC�CONTROLRDIENIA WORK AREA PROTECTION MANUAL DATED 2011 16.OFFICE. H IECONTACT NUM RS ARC OF TRAFFIC SHALL BE PERFORMED BY THE FREDERICKSBURG DISTRICT LAND USE PERMITS TBD, PE, VDOT (STAUNTON DISTRICT LAND USE ENGINEER) TBD VDOT PERMIT INSPECTOR TBD OFFICE TBD CELL 17. THIS TRAFFIC MANAGEMENT PLAN WAS PREPARED BY MATTHEW C. THOMAS WHO SUCCESSFULLY COMPLETED THE ADVANCED WZTC IN 12/05/2014, VERIFICATION NUMBER 120514008. 6 r z m f yr3 : , 4 Y MRL APPROVED BY HrAC CHECKED BY F DATE 10/07/2016 � r u 7 M Q v ,i ' 6 X60 ;o RK R A aAd D� A0 I r z m f yr3 : , 4 Y 5 PUBLIC COMMUNICATION PLAN: BPTP&RpD I OCS �1C> �SjA TEM DATES AND WORK ZONE INFORMATION WILL TRANSPORTATION OPERATIONS PLAN 1 CANE CLOSURE INFORMATION ON ETRE 511 SYSTEM AND VAN TRAFFIC WILL P CE A HCC�OFS UCCINpp�RVANCq�/�py�P OPO ED D P�jCIOST NISTARMINI1kl1M OF 24 CUCTlON M EARF�E B. CONSTRUCTION MANAGER IS TO ADVISE THE RESIDENCY MAINTENANCE MANAGE OF PROPOSED LANE ROAD C OSURE. RMA IS TO HAVE VA. TRAFFIC OPERATOR ENTER DATA INTO I(VA. TRAFFIC) AND ALSO ADVISE TOC. 2. THE FOLLOWING IS A LIST OF LOCAL EMERGENCY CONTACT AGENCIES: A. VIRGINIA STATE POLICE 1-800-572-2260 B. HAZ-MAT CENTER (IF SPILL INVOLVED) 911 3. WORKE ZNNES TO RESPOND TO TRAFFIC INCIDENTS THAT MAY OCCUR IN THE A. CHARGECAND REGION11A � TRARFFIC OPER5TIONUCENTEI2 VDOT INSPECTOR IN B. NFAN%IINONKUPON SEVERITY OF INCIDENT, CONTRACTOR MAY HAVE TO SHUT C. NESPONSENIASA P TQ A"LRLOW TRAVELING PUBLICI OUNDRMNCIDENT. D. OF PNgDENT OANDO3AYECPICiESTI ftWY EESPECiALLY PICTURESOOF CONTRACTOR'S WORK ZONE TO VERIFY THE PROPER SETUP. 4. PROCESS OF NOTIFICATION OF INCIDENT TO FOLLOWED IS: CONTRACTOR TO CALL: A. REGIONAL TRAFFIC OPERATIONS CENTER: TBD B. DISTRICT WORK ZONE SAFETY COORDINATOR: TBD C. REGIONAL TRAFFIC ENGINEER TBD TBD D. ALBEMARLE COUNTY SHERIFF'S OFFICE TBD 5. THE VIRGINIA STATE POLICE REPORT OF THE INCIDENT WILL BE REVIEWED BY `IF Dewberry' Dewberry Engineers Inc. 4805 Lake Brook Drive Suite 200 Glen Allen, Virginia 23060 PHONE: 804.290.7957 FAX: 804.290.7928 www.dewberry.com rr C) 0 W 1-- 0 D rr Q C- WW Z Z z Cc W=W� oc cnaU > o O Wo�=Lu ZNw'�NQ :DOrso 0W 00020 a ()()- o U 1 C G rr rr Q W 2 P -- WW Q Q SEAL ,,. OVI T11 �F SEAL SCALE HEATHER AL CAMPE Lie. No. 041395 t,:3 I ( � No. DATE BY Description REVISIONS DRAWN BY MRL APPROVED BY HrAC CHECKED BY F 5 PUBLIC COMMUNICATION PLAN: BPTP&RpD I OCS �1C> �SjA TEM DATES AND WORK ZONE INFORMATION WILL TRANSPORTATION OPERATIONS PLAN 1 CANE CLOSURE INFORMATION ON ETRE 511 SYSTEM AND VAN TRAFFIC WILL P CE A HCC�OFS UCCINpp�RVANCq�/�py�P OPO ED D P�jCIOST NISTARMINI1kl1M OF 24 CUCTlON M EARF�E B. CONSTRUCTION MANAGER IS TO ADVISE THE RESIDENCY MAINTENANCE MANAGE OF PROPOSED LANE ROAD C OSURE. RMA IS TO HAVE VA. TRAFFIC OPERATOR ENTER DATA INTO I(VA. TRAFFIC) AND ALSO ADVISE TOC. 2. THE FOLLOWING IS A LIST OF LOCAL EMERGENCY CONTACT AGENCIES: A. VIRGINIA STATE POLICE 1-800-572-2260 B. HAZ-MAT CENTER (IF SPILL INVOLVED) 911 3. WORKE ZNNES TO RESPOND TO TRAFFIC INCIDENTS THAT MAY OCCUR IN THE A. CHARGECAND REGION11A � TRARFFIC OPER5TIONUCENTEI2 VDOT INSPECTOR IN B. NFAN%IINONKUPON SEVERITY OF INCIDENT, CONTRACTOR MAY HAVE TO SHUT C. NESPONSENIASA P TQ A"LRLOW TRAVELING PUBLICI OUNDRMNCIDENT. D. OF PNgDENT OANDO3AYECPICiESTI ftWY EESPECiALLY PICTURESOOF CONTRACTOR'S WORK ZONE TO VERIFY THE PROPER SETUP. 4. PROCESS OF NOTIFICATION OF INCIDENT TO FOLLOWED IS: CONTRACTOR TO CALL: A. REGIONAL TRAFFIC OPERATIONS CENTER: TBD B. DISTRICT WORK ZONE SAFETY COORDINATOR: TBD C. REGIONAL TRAFFIC ENGINEER TBD TBD D. ALBEMARLE COUNTY SHERIFF'S OFFICE TBD 5. THE VIRGINIA STATE POLICE REPORT OF THE INCIDENT WILL BE REVIEWED BY `IF Dewberry' Dewberry Engineers Inc. 4805 Lake Brook Drive Suite 200 Glen Allen, Virginia 23060 PHONE: 804.290.7957 FAX: 804.290.7928 www.dewberry.com rr C) 0 W 1-- 0 D rr Q C- WW Z Z z Cc W=W� oc cnaU > o O Wo�=Lu ZNw'�NQ :DOrso 0W 00020 a ()()- o U 1 C G rr rr Q W 2 P -- WW Q Q SEAL ,,. OVI T11 �F SEAL SCALE HEATHER AL CAMPE Lie. No. 041395 t,:3 I ( � No. DATE BY Description REVISIONS DRAWN BY MRL APPROVED BY HrAC CHECKED BY DSM DATE 10/07/2016 TITLE TEMP. TRAFFIC CONTROL PLAN AND DETAILS PROJECT NO. 50075656 C1, 0 SHEET NO. 1 1 of 11