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HomeMy WebLinkAboutSUB201800171 Approval - County 2019-10-07 (2)LEWIS AND CLARK DRIVE ROAD EXTENSION SITE DATA: TAX MAP PARCEL: 03200-00-00-006RO SITE ADDRESS: 4211 LEWIS AND CLARK DRIVE CHARLOTTESVILLE, VA22911 OWNER: UNIVERSITY OF VIRGINIA FOUNDATION P.O. BOX 400218 CHARLOTTESVILLE, VA22904 ENGINEER: TIMMONS GROUP 608 PRESTON AVENUE, SUITE 200 CHARLOTTESVILLE, VA22903 TELEPHONE: 434-327-1688 CONTACT: CRAIG KOTARSKI, P.E. CRAIG. KOTARSKI@TI M MONS.COM SITE AREA: 455.85 ACRES LIMITS OF DISTURBANCE: 14.65 ACRES ZONING: PLANNED DEVELOPMENT INDUSTRIAL PARK MAGISTERIAL DISTRICT: RIO SOURCE OF BOUNDARY AND TOPOGRAPHY: KIRK HUGHES & ASSOCIATES LAND SURVEYORS & PLANNERS 220 EAST HIGH STREET CHARLOTTESVILLE, VA22902 (434)296-6942 DATE OF SURVEY: OCTOBER 30, 2017 DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE VERTICAL: NAVD88 ESTABLISHED THROUGH LEICA SMARTNET PROPOSED USES: ROAD IN ACCORDANCE WITH COUNTY MASTER PLAN WETLAND IMPACTS: AS SHOWN WATER SUPPLY: ACSA SANITARY SEWER: ACSA DRAINAGE DISTRICT: NORTH FORK RIVANNA RIVER CRITICAL SLOPES LOCATED WITHIN THE PROJECT LIMITS ARE SHOWN ON SHEETS C2.0 AND C5.0. THERE IS NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100-YR FLOODPLAIN. THE SITE IS NOT LOCATED IN A WATER SUPPLY PROTECTION DISTRICT. STORMWATER MANAGEMENT: PER THE DOCUMENT "STORMWATER MANAGEMENT/ BMP ANALYSIS AND FLOODPLAIN STUDY FOR THE UVA RESEARCH PARK AT NORTHFORK" BY DEWBERRY & DAVIS, OCTOBER 1997 THE RESEARCH PARK HAS BEEN MASTER PLANNED FOR STORMWATER MANAGEMENT FOR THE FUTURE BUILD -OUT OF THE RESEARCH PARK. THE MAJORITY OF THIS ROAD PROJECT DRAINS TO THE LARGE WETPOND TO THE EAST THAT WAS DESIGNED AND CONSTRUCTED TO HANDLE QUANTITY AND QUALITY FOR THE FUTURE BUILD -OUT OF THE RESEARCH PARK INCLUDING THIS ROAD CONNECTION. THIS POND IS REFERRED TO AS POND 1 ON SDP199800043 APPROVED SITE PLAN AND AS-BUILTS. SEE CALCULATIONS BOOK FOR FULL NARRATIVE, CN COMPARISON CALCULATIONS AND EXHIBITS. WETLAND PERMIT INFORMATION: A. VWP PERMIT NUMBERS WP3-18-2016, 17-SPGP-01 B. APPROVED PERMANENT IMPACT TOTALS: APPROXIMATELY 712 LINEAR FEET OF STREAM CHANNEL - 0.24 ACRE OF PALUSTRINE FORESTED (PFO) WETLAND, AND 0.21 ACRE OF STREAM CHANNEL. C. CONTACT INFO: ERIC MILLARD (540) 574-7813 ERIC.MILLARD@DEQ.VIRGI NIA.GOV D. DEQ VWP EXPIRATION: 5/31/2022 NOTE: UVAF IS ON THE PROCESS OF FINALIZING CREDIT PURCHASE FOR WETLAND IMPACT CREDITS. VSMP/VESCP PLAN APPROVAL REQUIRES CREDITS TO BE PURCHASED PRIOR TO STREAM OR WETLAND IMPACTS. LAND DISTURBANCE IMPACTS INCLUDING GRADING LOCATED OUTSIDE VWP STREAM IMPACT AREAS (OUTSIDE AREAS THAT REQUIRE MITIGATION CREDITS) MAY OCCUR WITH A VALID GRADING PERMIT, AND IN ACCORD WITH APPROVED VSMP PLAN, OR VESCP PLAN (WP0201800073/ WP0201800091) ROAD PLAN SU62O18OO171 COUNTY OF ALBEMARLE VIRGINIA 09/09/2019 Q' CAMELO 1515 0 LAKE ACRES eso MCMURDO �a FOXTROT ONE 1 HANGARS c°O CONDOS �F N0RTHSIDE Charlottesville INDUSTRIAL PARK Albemarle PINERIDGE Airport © SITE ® LOCATION AIRPORT ACRES 91 1505 DEERWOOD °o �qo � gas ® TERRYBRO Target Q FOREST RIDGE JEFFERSON VICINITY MAP 1"=2000' DEVELOPER: UNIVERSITY OF VIRGINIA FOUNDATION P.O. BOX 400218 CHARLOTTESVILLE, VA 22904 CONTACT: TODD MARSHALL TELEPHONE: (434) 924-2569 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: (434) 327-1688 Sheet List Table Sheet Number Sheet Title CO.0 COVER C0.1 OVERALL PLAN C1.0 NOTES AND DETAILS C1.1 NOTES AND DETAILS C1.2 NOTES AND DETAILS C1.3 TYPICAL SECTIONS C1.4 TYPICAL SECTIONS C2.0 EXISTING CONDITIONS C2.1 DEMOLITION PLAN C2.2 DEMOLITION PLAN C3.0 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS C3.1 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS C3.2 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS C3.3 EROSION AND SEDIMENT CONTROL PHASE I C3.4 EROSION AND SEDIMENT CONTROL PHASE I C3.5 EROSION AND SEDIMENT CONTROL PHASE II C3.6 EROSION AND SEDIMENT CONTROL PHASE II C4.0 LAYOUT PLAN C4.1 LAYOUT PLAN C4.2 LAYOUT PLAN C4.3 LAYOUT PLAN C4.4 ROAD PROFILES C4.5 ROAD PROFILES C4.6 ROAD PROFILES C4.7 WATERLINE PROFILES C4.8 WATERLINE PROFILES C4.9 WATERLINE PROFILES C5.0 GRADING AND DRAINAGE PLAN C5.1 GRADING AND DRAINAGE PLAN C5.2 GRADING AND DRAINAGE PLAN C5.3 GRADING AND DRAINAGE PLAN C6.0 INLET DRAINAGE AREAS C6.1 INLET DRAINAGE AREAS C7.0 CULVERT DRAINAGE AREAS AND DITCH CALCULATIONS C8.0 STORMWATER PIPE PROFILES C8.1 STORMWATER PIPE PROFILES C8.2 STORMWATER PIPE PROFILES C8.3 STORMWATER PIPE PROFILES C8.4 STORM CULVERT PROFILES C9.0 TRAFFIC MANAGEMENT NOTES C9.1 TRAFFIC MANAGEMENT DETAILS C10.0 MITIGATION PLAN L1.0 OVERALL LANDSCAPE PLAN L2.0 LANDSCAPE PLAN L2.1 LANDSCAPE PLAN L2.2 LANDSCAPE PLAN L2.3 LANDSCAPE PLAN L3.0 LANDSCAPE NOTES AND DETAILS XS-01 ROAD CROSS SECTIONS XS-02 ROAD CROSS SECTIONS XS-03 ROAD CROSS SECTIONS XS-04 ROAD CROSS SECTIONS XS-05 ROAD CROSS SECTIONS XS-06 ROAD CROSS SECTIONS XS-07 ROAD CROSS SECTIONS XS-08 ROAD CROSS SECTIONS XS-09 ROAD CROSS SECTIONS XS-10 ROAD CROSS SECTIONS XS-11 ROAD CROSS SECTIONS XS-12 ROAD CROSS SECTIONS XS-13 ROAD CROSS SECTIONS XS-14 ROAD CROSS SECTIONS XS-15 ROAD CROSS SECTIONS XS-16 ROAD CROSS SECTIONS XS-17 ROAD CROSS SECTIONS XS-18 ROAD CROSS SECTIONS XS-19 ROAD CROSS SECTIONS XS-20 ROAD CROSS SECTIONS XS-21 ROAD CROSS SECTIONS XS-22 ROAD CROSS SECTIONS XS-23 ROAD CROSS SECTIONS XS-24 ROAD CROSS SECTIONS XS-25 ROAD CROSS SECTIONS XS-26 ROAD CROSS SECTIONS XS-27 ROAD CROSS SECTIONS XS-28 ROAD CROSS SECTIONS XS-29 ROAD CROSS SECTIONS XS-30 ROAD CROSS SECTIONS XS-31 ROAD CROSS SECTIONS XS-32 ROAD CROSS SECTIONS XS-33 ROAD CROSS SECTIONS XS-34 ROAD CROSS SECTIONS XS-35 ROAD CROSS SECTIONS XS-36 ROAD CROSS SECTIONS WM1.0 WATER SYSTEM HYDRAULIC ANALYSIS- LAYOUT AND RESULTS WMII A WATER SYSTEM HYDRAULIC ANALYSIS - FLOW TEST RESULTS WIM11.0 WATERS OF THE U.S IMPACTS MAP WIM2.0 WATERS OF THE U.S IMPACTS MAP WIM3.0 WATERS OF THE U.S IMPACTS MAP TOTAL # OF SHEETS = 89 Q CRATGW T. 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SCALE 1"=150' 41864.002 \ / 0 150' 300' SHEET No. " c0.1 L C ROADS LEGEND TRAFFIC STOP BAR mSTORM PIPE & STRUCTURE NO. 17-r�TL-71® DROP INLET & STRUCTURE NO. CURB O CURB & GUTTER T R-1 --200--- 200 TC 240.50' GOOD FOUNDATION MATERIAL CENTERLINE OF DITCH VDOT STANDARD STOP SIGN EXISTING CONTOUR PROPOSED CONTOUR PROPOSED SPOT ELEVATION PARKING COUNT SEWER �SO EXISTING SANITARY SEWER IrnnAIr-491 W EXISTING WATER LINE g" Wy PROPOSED WATER LINE --e- g" W PROPOSED VALVE F g" Wy PROPOSED TAPPING SLEEVE PROPOSED FIRE HYDRANT (COMPLETE) ROCKY FOUNDATION MATERIAL INITIAL BACKFILL * STABLE SOIL ROCK • SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #88 STONE FOUNDATION IN POOR SOIL UNSTA SOIL BEDDING 3 STONE F.IDTwouArw TC = TOP OF CURB BC = BACK OF CURB EP = EDGE OF PAVEMENT TW = TOP OF WALL BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT TBC = TOP BACK OF CURB TBW = TOP BACK OF WALL Z 2 UNDER -CUT CONDITION N a ACKFILL AS ACSA STABLE SOIL OR #68 STONE NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NITS FIG. W-2 WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. VG AS )RED PLUG ( I 2 ( i I 1 1 _ SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL SIZE OF FEE CUND.:FEET) CUND. BEND L I H T L H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 2.D0 2.25 2.60 0.15 2.00 2.25 2.50 0.15 22 1 /2 1.50 2.00 2.52 0.10 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 45 2.58 2.66 2.77 0.26 81. 221/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 111/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12• 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 221/2 2.33 2.58 2.86 0.24 11 1/4 1 1.83 1 2.33 2.84 0.10 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS FIG• W-3 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE WATER 2500 P.S.I. CONCRETE :P A THRUST BLOCK : 4 ' A/4 e ADJUSTABLE TRAFFIC RATED VALVE BOX W1 LID M.J. GATE VALVE LINE 2'x 2' BEARING AREA. NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. 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. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. GENERALNOTES 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 2. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A) 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI Al17.1-03. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NO 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. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. 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. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTALMERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. 4. REFERENCE WP0201800073 GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 118OLBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL 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 WTIHIN 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) 23. REFERENCE WP0201800073 Albemarle County Public Road Acceptance Procedure The processing and inspection of public roads is administered by VDOT. The County is not involved in this process until the road is ready for acceptance. When the road is ready for acceptance, provide the followingitems to the County. tY 1. Inspection Request and fee P A form and fee are required for each project as indicated on plans or bonds, or as requested for board resolution if smaller phases or individual roads are recommended for acceptance. 2. As -built plan approved by VDOT, and copies of all recorded drainage easements, sight easements, and right-of-way plats. Plats should be copies of the actual recorded documents from the Clerk's office. An as -built plan prepared in accordance with the County's As -Built Road Plan Policy is required. VDOT does not alwaysfollow this paperwork orpolicy,but for bond releases especially where VDOT has not et accepted the ro P P . sP Y Y eP ad, the minimum requirements of this policy must be met, if only to ensure that all improvements are in right-of-way and easements. 3. Written documentation of acceptance from VDOT for the entire roadway or for completed items. Formally, this is sent directly to the county on an AM-4.3 from VDOT, when VDOT requests that the Board of Supervisors pass a resolution of acceptance. After the resolution of acceptance is sent to VDOT, it is usually about six weeks before actual acceptance takes place, and VDOT issues a formal memo to the county with the road additions and new route numbers. This final notification is needed for bond release. For partial bond releases prior to this, some correspondence from VDOT for items inspected and approved is necessary. This is usually in the form of letters approving compaction reports, CBR's, pavement cores, pipe video, or other items where partial release is sought. A final punchlist inspection report from VDOT can be used for a partial bond release, but only if outstanding items are not too broad. If the punchlist is not official, and only a courtesy review, it carries much less weight. In any case, if there are problems meeting the eligibility or occupancy minimums, and it is not known how long improvements may sit, or need replacement, partial releases may not be possible. Even if a bond release is not requested, an inspection from the County is required for any County items, such as the street name signs, and any sidewalks or amenities that the County required but VDOT will not maintain. This final inspection by the County must be performed before the road can be recommended to the Board of Supervisors for a resolution of public acceptance. County bond releases (or partial releases) will be considered on public roads for all portions approved by VDOT. In addition to 1-3 above, the following items are required to be submitted for bond releases to be considered: 4. Signed and sealed letter from a professional engineer listing and certifying that completed improvements are built according to plan. Please do not e-mail or fax copies of this letter. An original signature and certifying seal are required. Please do not use qualifying statements such as'It appeared", or `to the best of my knowledge", or "generally in accord". Improvements were either built to plan, or they were not. As -built measurements, construction inspections, and other field verifications should be cited and included. Tolerances should be noted. The items not built according to plan must be listed, with explanations. Deviation in pavement materials and thicknesses must be listed. If street trees or sidewalks, or other items were moved, or added, this should be noted. If drainage changed, by addition or deletion of culverts, inlets, or re -alignments of pipes or grades, this should be verified by revised computations and attached to the letter. If there are outstanding items or omissions, these should be listed. Graphics are helpful. In short, please provide more than a statement of opinion or assurance. Please demonstrate that the improvements and construction have been inspected, investigated and documented, and are certified in detail, and county staff will not be in the position of discovering discrepancies and deficiencies in the field 5. Certificate of Completion This form must be received for release of a bond. It is available on the county website. In the case of reductions, a letter listing the outstanding items that need to be completed before signing the certification is acceptable. It must be signed by the owner. This form says all subdivision improvements have been completed. It also says that all construction conforms to approved plans and any discrepancies have been approved by the County. This means the as - built plans have been approved by VDOT, and they have agreed to any discrepancies, which should be documented in acceptance correspondence or purchlists. :I,TTI p 4J CRATG W. I. KOTARSK:I Lic. No. 0402048507 09/09/ 19 M E 0 0 �+ u N Ui N >E w E w a 3 UM o 3 LL - 0 ti a � U 00 J _6 a > o N (D LU N V z E 3: 0 x 2�_J w a v c 2 1J > ID a � c vi 0 Y N i M a� ko 0 Uri x LD 0 x 0 w x U Q z 0 in > rr M 0 H z 0 U V in w 0 z 0 V) > w 00 LouN'_N�NOJO Cn DATE 8/26/2019 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY C. KOTARSKI SCALE N.A. 16v) 6 z a W N C 1 X � N w S a c 3 O J 8 N 3 a Q S C i L r m t W W N 9 m Z Q t= o U c o ��/� 13. LU J z Q 2 O a LU z m a w ~O 8 2 a ZO C a J m 9 m U n. D 0 n: t7 to O z 0 o 0 o (� V N a� a1 U d W c J I IE JOB NO. 1864.0 SHEET NO. C1.0 Revised 7/26/2012 2016 ROAD & BRIDGE STANDARDS SL-I CC-12 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) SIGNAGE NOTES. GENERAL NOTES CURB WHEN REQUIRED (CG-2 OR CG-3 IN LINEAR FEET) DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR BE SUMMARIZED FOR EACH CURB CUT RAMP. 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 12:1 MAX THE THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY WARNING REQUIREMENTS AND SHOF ALLBESUBMITTEDAL 01TO OTHE STANDARDS AND aID MAX REVISION THERE TO: SPECIAL DESIGN SECTION FOR APPROVAL. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 4• A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO 6 THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF 10:1 MAX CONTROL DEVICES. PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE 5. REQUIRED BARS ARE TO BE NO.5 X B" PLACED T CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR SPECIFICATIONS. CONCRETE COVER 1Y. D. THE 2000 INTERNATIONAL FIRE CODE. 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. )SIN 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED " 12-A MAX 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE ANE ENGINEER. THEY ARE OBE OIDEDAT INTERSECTIONS "EREER 12'1 M TEROUTE TE RIGHT NFACILITY FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN AS SHOWN ON E LOCATED PLANS SHIND VOR AS STOP BY THE ENGINEER, POLES, FIRE NOT TYPE B NOTE 1 ABOVE. HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL UNOBSTRUCTED. STABLE. FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND AND USED BY PEDESTRIANS. INSTALLED BY THE CONTRACTOR IN ACCORDANCE WITH VDOT 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 2 THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND r THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS 12:1 MAX •; m STANDARDS AND SPECS. 5.MIN *x; *'f'' -I PERPENDICULAR TO THE CURB. - 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADUCANNOT - - ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC,REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY 4' MIN-11 - ° °'°' TYPE B, CLASS 1 TRUCK TRAFFIC) FOR CONCRETE DEPTH. - AT EDGE , 2" HIGHER THAN E OF PAVEMENT SOLID WHITE LINE rrA �24„ 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, AT X;* , SAME AS TOP OF CURB STOP I (TYP-) P') THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. iI}} 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C A 4'x 4'LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME i0 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF 1.6"-2.4" C-C 'D CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE -� o 12-MODIFIEDWARNING ACE SHALL HAVE A FACTORY RADIUS OR BE FIELD RECOMMENDED BY THE MANUFACTURER TO MATCH I+ O O O O O O z STD. (VARIES) THE BACK OF CURB. $ 0 0 0 0 0 0 0 0 0 0 0 0 R1-1 - 00000 0000000 LANDING RAMP + 0 0 000 00000000000 �-0 STOP BAR DETAIL 00000 °°°°°°°°° '� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 NO SCALE (o 0 0 0 Q Q 0 0 O 0 0 0 0 0 Q 0 50X-65X OF BASE DIAMETER 0 000 00000000000 DIAMETER DETECTABLE WARNING o AT BACK OF CURB 9"-1.4" _VARIABLE FULL WIDTH OF RAMP FLOOR - I SEE NOTE 12. BASE DIAMETER F PAY LIMITS SOLID WHITE LINE DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL NtVD❑T CG-12 DETECTABLE WARNING SURFACE SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS SHEET 1 OF 5 REVISION DATE (GENERAL NOTES) 105 6 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 203.05 CG-12 •5 12" C-C, 6" LONG CONST2ti MAX. PERMRUCTION UCTION1�- SSIBLE 2,-----1�-�1 � 2, AT 12" C-C, �,!!T (TYP.) (TYP.) STRIPING AND SIGNAGE DETAIL No Scale /1-0 a BARS Itfill C-C TYP. LE :IIIIIIL_I_I• •I I I I I I 30 DIAMETER I :� ..•� I I I I I I I I I T-F A 2016 ROAD & BRIDGE STANDARDS STRUCTURE SIZE AND WALL THICKNESS VARIES t A BACK OF 20:1 12:1 MAX B DOMES 1OF 5 FOR DETAILS PERMISSIBLE CONSTRUCTION JOINT 3 0 U= SECTION B B NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1 OF 5. THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 6 3 6 9 4 B 12 5 10 15 6 14 15 lV D❑T ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE 207.7 07/16 B CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK CROSSWALK PERPENDICULAR CR( 3., 1 WITHIN THE MARKED i N CROSSWALK AREA CURB 4' BUFFER STRIP 5• SIDEWALK DIAGONAL PLACEMENT 484 MAX. F-LMDING 48:1 MAX. 5'MIN CROSSWALK') * ✓' _ R _ CROSSWALK GRASS CONCRETE CUNB I ; m WITH BUFFER STRIP WITHOUT BUFFER STRII CG-12 DETECTABLE WARNING SURFACE TYPE B (PARALLEL) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS GALVANIZED STEEL STEP SPECIFICATION REFERENCE 105 502 ST-1 N4 GRADE 60, REINFORCING ROD ENCASED IN A CORROSION RESISTANT RUBBER OR OTHER MATERIAL APPROVED BY THE ENGINEER. (DIMENSION MAY VARY WITH MANUFACTURER'S DESIGN) CORROSION RESISTANT MATERIAL !q^ M 4 REINFORCING ROD CAL SECTION NOTES, I/" STEPS WILL BE REQUIRED IN ALL STRUCTURES WITH A DEPTH OF 0 I4: 4'-0" OR GREATER UNLESS OTHERWISE NOTED ON THE PLANS. J ( - 1O ALL STEPS SHALL PROTRUDE 4%' FROM INSIDE FACE OF Id STRUCTURE WALL. MAXIMUM STEP SPACING TO BE 16" C-C. CLASS A3 CONCRETE CLASS N CONCRETE STEPS SHALL WITHSTAND A MINIMUM FORCE OF 300 POUNDS WHEN F L � Vie, R EXTENDED 4/i' FROM THE FACE OF THE SUPPORT. u ° SECTION A'A STEPS ARE TO BE VERTICALLY ALIGNED AND UNIFORMA-Y SPACED SECTION B-B TYPICAL SECTION FOR THE ENTIRE DEPTH OF ANY STRUCTURE. NOTES: (DIMENSIONS MAY VARY WITH IN PLACE.PRECAST UNITS STEPS MAY BE CAST IN PL. MORTARED 1. THE STANDARD SAFETY SLAB (SL-D IS TO BE USED ONLY WHEN SPECIFIED IN THE PLANS MANUFACTURER'S DESIGN) INTO HOLES PROVIDED BY THE FABRICATOR, OR DRIVEN. ON THE DRAINAGE SUMMARY SHEET AND/OR THE DRAINAGE DESCRIPTION. FOR MANHOLES. RF MINIMUM OF 3" EMBEDMENT STEPS DIFFERING IN DIMENSIONS, CONFIGURATION, OR MATERIALS JUNCTION BOXES, AND DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET, THE SPACING OF FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THEY MEET ] ADJACENT SAFETY SLABS SHALL BE 8-TO 12-WITH NO SAFETY SLAB LOCATED WITHIN 6 FEET OF THE TOP OR BOTTOM OF THE STRUCTURE. SAFETY SLABS SHALL NOT BE LOCATED BELOW THE MINIMUM REQUIREMENTS SHOWN HEREON MIND THE CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS AND PINY INLET PIPE OF 30" DIAMETER OR GREATER. CERTIFIED TEST REPORTS OF THE PROPOSED SUBSTITUTE AND HAS u 2. THE COST OF THE SL-1 IS INCLUDED IN THE COST OF THE STRUCTURE. SEE CAST N PLACE DRAWINGS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS. FOR FURTHER DETAILS 0 5 3. ACCESS OPENINGS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE OTHER WHERE APPLICABLE. STEPS ME TO BE STAGGERED ACCORDINGLY. 0 5 BARS 0 B" C-C TYP. ALL STEPS INSTALLED SHALL BE PROVIDED WITH SLIP -RESISTANT SURFACES SUCH AS BUT NOT LIMITED TO, CORRUGATED KNURLED, 4. SAFETY SLAB MAY BE CAST -IN -PLACE OR PRECAST. CAST-N-PLACE CONCRETE TO BEOR DIMPLED SURFACES. CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE A4 (4000 PSI). REINFORCING ' ' STEEL TO BE IN ACCORDMCE WITH AASHTO M31. :�,t.' I ' ' ' ' ''.ALUMINUM ;y;'>Y.;. •� '. STEPS SHALL BE FABRICATED IN ACCORDMCE WITH U. •. .. .. .'•r . •. .. .. .. .. ABTA B221, ALLOY 6005-T5. r 5. ACCESS OPENINGS MAY BE 30" DIAMETER OR 30" SOUARE. WHEN STRUCTURE WIDTH IS IN THAT PORTION OF THE STEP ENCASED IN MASONRY SMALL BE COATED TYPE IFORMALUMI u 1E55 THAN 30" THE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTURE WIDTH BY 30" LONG). O D RASILOS FINLLED UMPIGMENTEDBCOATNG CONFORMINGTO •FASBESTOS J y45� ^E SPECIFICATION TC-C-00496A ° TYPICAL PRECAST UNIT ALUMINUM STEP D J > VDQT TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, SPECIFICATION REFERENCE SPECIFICATION REFERENCE T ROAD M BRIDGE STANDARDS STANDARD STEP ROAD M`BRIV D� MDMDS MANHOLES AND JUNCTION BOXES � SKEET 1 OF 1 REVISION DATE 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 1 D_•14 106.09 VIRGINIA DEPARTMENT OF TRANSPORTATION t 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS cc-s NOTES: 1. THS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI F PRECAST. 3. COMBINATION CURB M GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB M GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER,TRE BOTTOM OF THE CURB & GUTTER M SUI BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AD R TTHE ROAD DESIGN MMANUAAL WN I IN APPENDIX tSECTIOF ON ON GS URBAN STANDARDS. • D • m - • p•;p e D D A• D A• D • D 6'. I 2--0„ BE CONCRETE OF THE CONTRACTOR LRL"GE COMBINATION 6" CURB AND GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI PRECAST. `. CURB WILL 3. (AHAVING A RADIUS 300 FEET OR LESS (ALONG IN��II NG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4• THE DEPTH OF CURB MAY BE REDUCED AS MUCH A•'• AS 3" (15" DEPTH) OR INCREASED AS MUCH AS tI 3" (21" DEPTH)IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT N THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. CG-2 IS TO BE USED ON ROADWAYS MEETING g �• �• THE REQUIREMENTS FOR CG-6 AS SHOWN IN w APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, N THE SECTION ON GS URBAN STANDARDS. 0 A, A. :A- :A- D A . 2" RADIUS p: 6 D.� • m n A' D.�lD. SURFACE °'' 0 BASE .' !D.'A D. THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. R ROAD AND BRIDGE STANDARDS REVISION DATE SHEET I OF 1 201.03 SURFACE BASE SUBBASE CG-2 ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPECIFICATION XvD0T- REFERENCE STANDARD 6" CURB ROAD AND BRIDGE STANDARDS 105 REVISION DATE SHEET LOP 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.01 2016 ROAD & BRIDGE STANDARDS SIGN AND POST DETAIL No Scale ��jg �l swimm • -------------- DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION 2" ASPHALTIC CONCRETE SURFACE COURSE - SM-12.5D 2" INTERMEDIATE BASE COURSE - IM-19.01D 4" INTERMEDIATE BASE COURSE - BM-25.01D 8" TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale CONTROL JOINT SPACED AT WIDTH OF WALK EXPANSION JOINT AT MAX OF 30', WITH F PREMOLDED EXPANSION FILLER � COMPACTED SUBGRADE CONCRETE SIDEWALK JOINT DETAIL VARIABLE WIDTH' NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2% CONIC. WALK 4" 21-B STONE 4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 21 B STONE COVER BE IN DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS -H VDOT ' NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. CONCRETE SIDEWALK PAVEMENT SECTION No Scale EXISTING PAVEMENT PROPOSED PAVEMENT H > a SAWCUT THROUGH a- MATCH EX. CROSS U EX. SURFACE w SLOPE UNLESS OTHERWISE X COURSE w SPECIFIED ON PLANS w & REMOVE PAVEMENT PROPOSED T MIN. SURFACE 2"+ COURSE o�/ti//tio/o o/o/m000 000 ��c �I�1.1�1.•I�III I; • '°ALT�I o O 4 � CRATG W. J. KOTARSKJ Lic. No. 0402048507 09/09/ 1 9 4"IVT M E 0 N U N N Q O > E E w Y Lu 3 U. o LL 0 U a_j 00 Z j - I° O C_ > O N _ ZFWF w M F'2-t 3:0[nQ V W o Q w 0 2 C(" (n"N =6J>M Z O ui V) N W i M � [Z � 00 ko V) 0 0 L9 0 2 H w > w O a Z 0 (!) > CIf 0 :1 DATE 8/26/2W 9 DRAWN BY A. MABEE DESIGNED BY SHOWALTER CHECKED BY ;. KOTARSKI SCALE N.A. v ) o z 5 a W n > 1 Xm W S 0 a c n D O J g I� 0 c L r m t W W n 9 D Q n C G U c D I J J L N D Q Wv , D coLU a ~O s 2 a aZD J E 9 m U D_ CL 0 It CO z z2 0 O 0 G n E� E1 U J I IE JOB NO. 1864.0 SHEET NO. C1.1 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS , THE LOCAL STANDARD. 1 SIDEWALK LENGTH OF BRANCH VARIES W B' MIN 2' TO 10' SLOPE 2X� (2701 R0, 18"-22" 'v ����M1M1��M1•���M1•M1♦ - VA / 7 CU. FT. ALIVE BOX SLOPE 2X� � ,/ ` < ro #66 STONE I #57 AGGREGATE,#8 M1� �/ OUTLET PIPE AGGREGATE OR CRUSHED GLASS MEETING #8 p_8•' GRADATION EQUIREMENT. 6" PIPE 6" GATE 42"MIN GEOTEXTILE DRAINAGE FABRIC •,.N VALVE CLAP 6" UNDER SIDEWALK EDGE) l •. C., 6" X 6" jC THIS PORTION TO BE WHEN SIDEWALK IS ADJACENT TO CURB GU WITH N TEE OR CURB AND GUTTER WITH NO BUFFER STRIP. 2500 P.S.I. CONCRETE IF/ _ , �iW DWI BASE AND THRUST �;i�, i.5• ( \R }I BLOCK AGAINST \ / UNDISTURBED STABLE \V/ SOIL STEEL PILE WHEN THE SOIL IS DISTURBED 0)� WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. Z MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 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 SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 LONGITUDINAL PERFORATED PIPE TYPE OF PIPE CRUSHING STRENGTH 3E W,7 6" NOMINAL DIAMETER SMOOTH WALL PVC 10.1531 CORRUGATED PE I AASHTO M-252 LID-3 NOTES) 1. WHEN THE LONGITUDINAL PIPE CONNECTS DIRECTLY INTO A GRAMME STRUCTURE (DROP INLET, MANHOLE, ECT.), NON -PERFORATED OUTLET PIPES ARE NOT REQUIRED. 2. INVERT ELEVATION AT OUTLET END OF OUTLET PPE TO BE A MINIMUM OF 1'D" ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. 3. ALL CONNECTIONS (ELBOWS WYES ETC.) WITHIN PAY LIMITS FOR OUTLET PPE ARE TO BE OF THE SAME CRUS(iNG S`ERENGTH AS THE OUTLET PIPE. 4. OUTLET PPE ARE TO BE INSTALLED ON 2 X MIN. (3 %DESIRABLE) GRADE. 5. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-12 OR OTHER DRAINAGE STRUCTURE. 6. SIDEWALK IS 3X OR MORE TO BE WHwD� E�ERLYING SOL LONGITUDINAL ASD34 % OR MORE PASSING TIE N0. 200 SEVE AND HAS A PI OF 13 OR LESS, AND THEAREA HAS A HISTORY OF SIDEWALK UNDERMINING. 7. SIDEWALK UNDERDRAINS SHOULD BE TED INTO THE STORM SEWER SYSTEM AT POINTS APPROXMATLEY A CITY BLOCK APART. UNDERDRAIN RUNS MUST NOT EXCEED 1.000 FEET IN LENGTH WITHOUT DISCHARGING INTO THE STORM DRAIN SYSTEM OR INTO AN OPEN DRAIN. EU WITHIN THE LIMITS OF A COMMERCIAL ENTRANCE, NON -PERFORATED PIPE SHALL BE UTILIZED IN LIEU OF PERFORATED PE. UP TO ELBOW PIPE IS PERFC PAY LIMITS FOE TO BEGIN WITH NON -PERFORATED PIPE FOR USE UNDER OUTLET PIPE COMMERCIAL ENTRANCES AND FOR OUTLETS TRENCH WITH TYPE N PE CRUSHING STRENGTH iE W.T B" NOMINALDIATER 10.1531 SMOOTH WALL PE 70 PSI )0()( AGGREGATE PERFORATED UNDERDRAIN COMMERCIAL SIDEWALK OR PIPE ENTRANCE UNPAVED SPACE TRENCH WITH PERFORATED AGGREGATE UNDERDRAIN PIPE P CURB X WALL THICKNESS (MN) - INCHES &GUTTERIII GUTTER MAINLINE ROADWAY )()()(TESTED ACCORDING TO ASTM D-2412 AT 5X DEFLECTION. UNDERDRAIN BETWEEN THE LIMITS OF �WILL COMMERCIAL ENTRANCE CURB RETURNS BE NON -PERFORATED PIPE. )N XVD❑T STANDARD SIDEWALK UNDERDRAIN ROAD AND BRIDGE STANDARDS VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 1 08.03 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS SHOULDER I AGGREGATE LONGITUDINAL PERFORATED PIPE UD-4 TYPE CU PIPE CRUSHING STRENGTH i( W.T. 4" NOM. DIAMETER SMOOTH WALL PVC 1 .103 CORRUGATED PE AASHTO M-252 SUBBASE LAYER r nre ,••^--.•••••- SUBGRIDE• OUTLET PIPE SEE NOTE 7 GLASS MEETINGAGGREGATS#pBGRADDATIONTREQUI REQUIRE OR EMENT. NON -PERFORATED OUTLET PIPE FOR USE UNDER COMMERCIAL ENTRANCES AND FOR OUTLETS VOIABLE (EDGE OF PAVED SHOULDER) PAVED SHOULDER SECTION (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) TYPE OF PIPE CRUSHING STRENGTH )(W.T 4" NOM. DIAMETER SMOOTH WALL PVC .103 SMOOTH WALL PE I70 PSI if3(3E UNDERDRAIN SHALL BE CENTERED UNDER CURB AID GUTTER. g' X WALL THICKNESS (MN) - INCHES - XXXTESTED ACCORDING TO ASTM D-2412 AT 5%DEFLECTION. GEOTEXTILE DRAINAGE FABRIC (OVERLAP T-O" AT TOP) DOWN GRADE STABILIZED PAVEMENT -ES SHOULDER OPEN GRADED DRAINAGE LAYER SEE NOTE 9 -EP RIGID SUBBASE LAYER _ .:':`:`: . MAIN LINE PAVEMENT NON -PERFORATED Y CONECCTION SUBGRADE TLET PIPE _EP SEE NOTE 1 - „ -ES SA00@EIF #57 AGGREGATE, #8 AGGREGATE OR CRUSHED PIPE ST-D. UD-4 REO'D./ ST-D. UD-4 REQ'D. GLASS MEETING #8 GRADATION REQUIREMENT. CURB AND GUTTER SECTION / iY fl7nD IICC WITU CTADII I71711 nDC#I_,^DAnI7n nDAIAIAl17 1 AVCDY SHODLDER NOTES( I. 4" MINIMUM, PROVIDED ATTAINING MINIMUM 4" OF AGGREGATE ON TOP OF PIPE DIRECTLYECTS STRUCTURE 2. WHEN INLONGITUDINAL PEP (DROP LET, MANHOLE, NON -PERFORATED 0ATEDOUTLET PIPES ARE NOT REQUIRED. 3. INVERT ELEVATION AT OUTLET END OF OUTLET PPE TO BE A MINIMUM OF 1'-0" ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. 4. ALL CONNECTIONS (ELBOWS WYES ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE - - - ARE TO BE OF THE SANE CRUSHING STRENGTH AS THE OUT PIPE. 5. OUTLET PIPES ARE TO BE INSTALLED ON 2% MIN. (3 % DESIRABLE) GRADE AND PERFORATED LOCATED EVERY 350' MAXIMUM OR AS NOTED ON PLANS. UNDERDRAIN PIPE 6. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-12 OR OTHER DRAINAGE STRUCTURE. 7. WITHIN THE LIMITS OF A COMMERCIAL ENTRANCE, NON -PERFORATED PIPE SHALL BE UTILIZED IN LIEU OF PERFORATED PIPE I a 0 IN GORE AREAS COMMERCIAL ENTRANCE TRENCH WITH AGGREGATE - SIDEWALK OR UNPAVED SPACE MAINLINE ROADWAY' B. THE LENGTH OF PIPE BETWEEN THE WYE CONNECTION AND THE EW-12 SHALL BE LIMITED TO NO MORE THAN 1'-0" TO PERMIT CAMERA INSPECTION OF THE MAIN LINE IN EITHER DIRECTION. S76C CURB 4 GUTTER UNDERDRAIN BETWEEN THE LIMITS OF ST'D. CURB COMMERCIAL ENTRANCE CURB RETURNS & GUTTER WILL BE NON -PERFORATED PIPE. 9. IN SITUATIONS WHEN FULL DEPTH N STABILIZED OPEN -GRADED MATERIAL CANNOT BE MAINTAINED UNDER CURB AND GUTTER, NO. 21B AGGREGATE SHALL BE USED UNDER CURB AND GUTTER. NO. 21B AGGREGATE MAY ALSO BE USED FROM TOP OF STABIL12ED OPEN -GRADED MATERIAL LAYER AND CURB AND GLITTER. SPECIFICATIONXVDOT REFERENCE STANDARD PAVEMENT EDGEDRAIN ROAD PAID BRIDGE STANDARDS 240 REVISION DATE SHEET 2 OF 2 258 501 VIRGINIA DEPARTMENT OF TRANSPORTATION 08.07 701 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS PB-1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL TOP OF FILL GROUND LINE X GROUND LINE i GROUND LINE = r rrrrrr /rrr = - r rrrrrr _ '• - rrrrr Jrrr -- '• = r/J/// rJr rr - _ -' N rrr rr 1-- _ I rrr J/r �„ I � n rrr rr EARTH rr rr _II J d J ROCK L-I rr _ d // EARTH DI _ UNYIELDING • o o N D N SOIL ` p c _ BEDDING - MATERIAL jj116 MIN. 1/10 D MIN. 1/10 D X D X BEDDING p X D X BEDDING MATERIAL MATERIAL X D % PER 1'OF H MIN. 8"'MAX. 24" FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D MN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D TOP OF FILL TOP OF FILL TOP OF FILL .V:.: •., J/rrr/r JNJJN M1:M1{' - °:f ••. rr////rrrrrrr rrrrr/rrr//Jr� -_ - :, //JJJr.I JJJJJJ •:::::::. M1••}:: M1•• - M1:: y Y .' • L`rl::L` //Jr rrr }. �:�:M1 :•::•::•:•::: rrrrr JJJ/J :• _ - •:::: Y M1 •J •::' •:}: rr/rrrrJNJJJ rrrrrrrrrrrrr ry � ti•: •: M1:: JJ JJ , M1:• M1 is - :::.}•{: °;: JJJJ(yX • •:M1:•.. - � JJJJJJrr/// JrrJJJJNrr - C :. fJ rr .}?:f i••M1 _ ;GROUND•;GROUND E 0 =$J * _ rr/rrrrrr d rrrrrrrJr _GROUND LINE - - - ARTH �I' ROCK OR MIN. 1/10 D UNYIELDING I- _� q - - ` - MN. 1/10 D BEDDING v� MIN. 1/10 D X D X BEDDING MATERIAL -. - - g j�OFEH X p X SOIL MIN. 8", BEDDING MATERIALEARTH MA%. 24" MATERIAL FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION I OTHERWISE UNSUITABLE MATERIAL ®BEDDING MATERIAL IN ACCORDANCE WITH EMBANKMENT SECTION 302 OF THE ROAD AND BRIDGE NOTES SPECIFICATIONS. FOR GENERAL NOTES ON PIPE BEDDING, SEWERS PPE CULVERTS WITH SECTS I ION 3102 OFERIAL IN THE ROAD ANCORDANCE SEE D BRIDGE AND INSTALLATION GEINERAL NOTES SPECIFICATIONS. ON SHEET 107.00. REGULAR BACKFILL MATERIAL IN ACCORDANCE JJJJJ FOR PLASTIC PIPE CLASS I BACKFILL MATERIAL WITH SECTION 302 OF THE ROAD AND BRIDGE CRUSHED GLASS CONFORMING TO THE SPECIFICATIONS. IN ACCORDANCE WITH SECTION 302 OF THE ROAD SIZE REQUIREMENTS FOR CRUSHER RUN AND BRIDGE SPECIFICATIONS. AGGREGATE SIZE 25 AND 26 MAY BE USED IN PLACE OF CLASS I BACKFILL. FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL rrrrr IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. XVDOT INSTALL. OF PIPE CULVERTS AND STORM SEWERS SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS CIRC. PIPE BEDDING AND BACKFILL - METHOD "AIM 302 SHEET 1 OF 4 REVISION DATE 07/12 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 107.01 2016 ROAD & BRIDGE STANDARDS EW-12 %" A.. EXPANDED STEEL MESH (FLATTENED) BEVEL SLOT DETAIL (PERMITTED FOR EASY FORM REMOVAL) N T O GALE A � A 2'-0" T7" I �6•• ISOMETRIC L 4" X 8" X V," MIN. STEEL OR ALUMUNUM OR STEEL PLAN OB INCH MIN. RIVIETS OR BOLTS ALUMINUM PLATE COMPATIBLE WITH POST MATERIAL PIPE COUPLER TO BE CAST INTO ENDWALL. o COUPLER MUST BE FLUSH WITH OUTER SURFACE OF a EW-12 AND PROVIDE A POSITIVE CONNECTION FOR U-TYPE ROLLED THE OUTLET PIPE (4" OR 6"). RAIL STEEL POST AT 1.33 LBS./FT. OR H - ALUMINUM ALLOY Q 6063-T6 0 78 i.> - LBS./FT. . 4 R J- TI�" UNDERDRAIN OUTLET 6 L MARKER DETAIL SECTION A -A NOTES: 1. TYPICAL ENDWALL TO BE PLACED AT THE ENDS OF ALL UNDERDRAIN OUTLETS, BARRING LOCATIONS WHERE UNDERDRAIN IS TIED INTO OTHER DRAINAGE STRUCTURES. ENDWALL TO BE INSTALLED PERPENDICULAR TO ROADWAY AND FLUSH WITH THE SLOPE. PIPE I.D. SLOPE DIMENSIONS CLASS CONCRETE CUBIC YARDS L H 4" 2:1 2'-5'/2" 1'-21'i" 0.19 4" 3:1 3'i&' T-1ye 0.25 4" 4:1 4'-5" 1'-I' •• 0.30 6" 2:1 2'-101 i 1 -51 i 0.20 6" 3:1 4'-)'a" 1'-41/a" 0.30 6" 2. OUTLET PIPES SHALL BE RIGID NONPERFORATED, SMOOTH -BORE PIPE, MEETING THE REQUIREMENTS OF 70 PSITESTED ACCORDING TO ASTM 2412. 3. EXPANDED STEEL MESH (FLATTENED) SHALL HAVE OPENINGS OF APPROX. %' X V AND WEIGH APPROX. 0.82 LEES. PER SQ. FT. MESH SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A-123. THE MESH SHALL EXTEND A MINIMUM OF 1" ABOVE THE O.D. OF THE PIPE, AND IS A BARRER FOR RODENTS, ETC. THE SLOT FOR THE STEEL MESH IS TO BE CONSTRUCTED SO THAT THE MESH CAN BE REMOVED FOR CLEANOUT PURPOSES. 4. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 5. STEEL POSTS AND PLATES TO BE PAINTED OR GALVANIZED IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS. IF PAINTED THE FINAL COAT SHALL BE NO. 13 ALUMINUM PAINT OR N0. 11 WHITE PAINT. 6. MARKER TO BE PLACED AT ALL EW-12 UNDERDRAIN INSTALLATIONS. 7. MARKER WILL BE PAID FOR IN ACCORDANCE WITH SECTION 501 OF THE ROAD AND BRIDGE SPECIFICATIONS. �VD RE ❑T A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD ENDWALL FOR PIPE UNDERDRAIN REFERENCE 105 SHEET 1 OF 1 REVISION DATE 233 101.32 01/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 501 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS DETAIL 1 SECTION A -A SECTION B-B TYPE OF OUTLET PROTECTION MATERIAL MAXIMUM OUTLET VELOCITY (FOR DESIGN STORM) MINIMUM "T" (INCHES) CLASS Al CLASS Al DRY RIPRAP 8 fps 18 CLASS I CLASS I DRY RIPRAP 14 fps 24 CLASS I CLASS I DRY RIPRAP 19 fps 36 nFTAII 9 SECTION A -A EC-1 NOTES: 1. FOR MULTIPLE LINE INSTALLATIONS, DIMENSION S IS TO GOVERN THE PROTECTION OUTSIDE THE CHANNEL WIDTH (W). 2. ON ANY INSTALLATION REQUIRING CULVERT OUTLET PROTECTION WHERE NO ENDWALL OR ENDSECTION IS SPECIFIED ON THE PLANS, CONSTRUCTION IS TO BE IN ACCORDANCE WITH DETAIL 2 SHOWN ABOVE. 3. GEOTEXTILE FABRIC TO BE INSTALLED UNDER CLASS Al I AND I MATERIALS N ACCORDANCE WITH THE SPECIFICATIONS. 4. S - DIAMETER OF CIRCULAR CULVERT OR SPAN FOR BOX. ELLIPTICAL OR ARCH CULVERT. H • DIAMETER OF CIRCULAR CULVERT OR RISE/HEIGHT FOR BOX, ELLIPTICAL OR ARCH CULVERT. ■ USE TYPICAL SECTION SHOWN ON PLANS FOR SIDE SLOPE, BOTTOM WIDTH AND DEPTH OF CHANNEL OR MATCH EXISTING DITCH OR NATURAL GROUND. OUTLET PROTECTION MINUMUM LENGTH (L) TYPE A 14STALLATION 3H TYPE B INSTALLATION 5H SPECIFICATION v= REFERENCE CULVERT OUTLET PROTECTION 2RE ROAD AND BRIDGE STANDARDS 245 REVISION DATE SHEET 1 OF 1 303 VIRGINIA DEPARTMENT OF TRANSPORTATION414 3.01 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS MS-2 VARIABLE VARIABLE FOR DETAILS OF INTEGRAL CURB FOR DETALS OF INTEGRAL CURB SEE STANDARD MC-1 OR CG-3 SEE STANDARD MC-1 OR CG-3 /j':1' SLOPE SLOPE PROP.ASPHALT PAVEMENT 2" TOP SOIL 2" TOP SDIL n A ' A e aI) (1) 'A A PROP. CONCRETE PAVEMENT , I D> . / D • D > • D ' D I WHEN ROADWAY OESIN MEETS TE e e 1 . PROP,CONCETE AAVEM�NT '„ ^ e ' . CRITERIA FOR CG-7 AS SHOWN IN ' PAY LINE APPENDIX A OF THE ROAD DESIGN s • A A A MANUAL IN SECTION N GS STANDARDS, MEDIAN CURB IS TO PAY LINE HALF SECTION WITH PROP. BE IN ACCORDANCE WITH cc-s HALF SECTION WITH PROP. CONCRETE CONCRETE PAVEMENT BASE WITH ASPHALT TOP VARIABLE VARIABLE FOR DETAILS OF INDEPENDENT CURB FOR DETAILS OF INDEPENDENT CURB SEE STANDARD MC-1 OR CG-3 I/41y7 SLOPE I/f:1' SLOPE SEE STANDARD MC-1 OR CG-3 s PROP. ASPHALT PAVEMENT 2" TOP SOIL T. TOP SOIL A ' (9 (D e FF OR FLEXIBLE PAVEMENT D " (1)THOROUGHLY COMPACTED AREA TO '� • A' PROP. CONCRETE OR FLEXIBLE PAVEMENT CONSIST OF THE FOLLOWING: L IN FILLS - REGULAR FILL MATERIAL IN CUTS - REGULAR FILL EARTH ARID REGULAR FLL MATERIAL, HALF SECTION WITH PROP. CONCRETE AS REQUIRED. HALF SECTION WITH PROP. CONCRETE OR OR FLEXIBLE PAVEMENT 2) co�ST OOFYREGULAR FILLLARMATERIAL. FLEXIBLE BASE WITH ASPHALT TOP FOR DETAILS OF INDEPENDENT CURB VARIABLE VARIABLE FOR DETAILS OF INDEPENDENT CURB SEE STANDARD MC-1 N CG-3 SEE STANDARD MC-1 OR CG-3 I/411:1' SLOPE I/N":1' SLOPE REPAVE PROP. ASPHALT PAVEMENT " 2" TOP SOIL - 2" TOP SOL A > (2)--___(2) EXISTING FLEXIBLE PAVEMENT EXIST. FLEXIBLE PAVEMENT L PAVEMENT UNDER MEDIAN TO BE REMOVED PAVEMENT UNDER MEDIAN TO BE REMOVED HALF SECTION WITH EXISTING FLEXIBLE PAVEMENT HALF SECTION WITH EXIST. FLEXIBLE BASE WITH ASPHALT TOP XVDOROAD PNBRIDGS STANDARDS SPECIFICATION STANDARD RAISED GRASS MEDIAN STRIPS REFERENCE SHEET 1 OF 1 REVISION DATE 502 202.04 VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS CROSSDRAIN CD-2 ON FILLS CENTER LINE SECTION (WITH TYPE 1 SELECT MATERIAL) TRENCH PLACEMENT �--PAVEMENT SURFACE & BASE 00000000000000000 0 SUBBASE -o-o.'? o.o-o-o-66666 o•o•o •o•......o•o•o 86- •o•o 0 �-SELECT MATERIAL TYPE IORE b ' #57 AGGREGATE• #8 AGGREGATE OR CRUSHED GEOTEXTILE 0 GLASS MEETING #8 GRADATION REQUIREMENTS. DRAINAGE FABRIC OR TOP OF CD-2 FOR " EW-12 (TYPICAL) TOE OF FILL SHOULDER LINE u EDGE OF PAVEMENT �90• TRAVEL LANES -_-_-_-_�_-_- i` 1 I k.. EDGE OF PAVEMENT Tr SHOULDER LINE YPICAL) TOE OF FILL / LIMITS OF PAY FOR OUTLET PIPE PLAN VIEW SHOWING PLACEMENT OF CD-2 CROSSDRAIN NON -PERFORATED OUTLET PIPE TYPE OF PIPE CRUSHING STRENGTH M W T 4" NOM. DIAMETER in W.T. 6" NOM. DIAMETER SMOOTH WALL PVC .103 0.153 SMOOTH WALL PE 70 PSI 34*irt 70 PSI i(i()( PAVEMENT SURFACE & BASE 0 0 0 0.0 0 0 0 0 0 o SUBBASE OR CEMENT STABILIZED SUBBASE -_LECT 3f WALL THICKNESS (MIN) -INCHES 0 0 00 o000000000 (CEMENT MATERIAL LI E STATYPBILIZED)SUBGRADE J(*( TESTED ACCORDING TO ASTM D-2412 AT 5%DEFLECTION. #57 AGGREGATE, #8 AGGREGATE OR CRUSHED CEAJNAG LE I I GLASS MEETING #8 GRADATION REQUIREMENTS. DRAINAGE 1--0. FABRIC GENERAL NOTES 1. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HAND TAMPED TO INSURE COMPACTNESS. APPROACH SLAB PAVEMENT 2. OUTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 % MIN.(36 DESIRABLE) GRADE. BRIDGE - :" "' SUBBASE 3. ON CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE CD-2 OUTLETS FOR CROSSDRAINS, THEY ARE TO BE LOCATED SO AS TO DRAIN INTO DROP CD-2 5'-0" INLETS OR MANHOLES. 5'-0" SIZERNO. 216 (6'EGATE ASEGATE E MIN.TERIAL DEP DEPTH) 4. ON SUPERELEVATED SECTIONS. TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SIDE ONLY. 5. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF T-O" ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. PLACEMENT OF CD-2 CROSSDRAIN AT 6. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ARE TO BRIDGE APPROACH SLABS BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. 7. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-120R OTHER DRAINAGE STRUCTURE. SPECIFICATION VD❑T REFERENCE STANDARD CROSSDRAIN ROAD AND BRIDGE STANDARDS 232 (AT GRADE SAGS AND BRIDGE APPROACHES) REVISION DATE SHEET 1 of 1 501 701 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/i6 108.05 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS CD-1 1 EW-12 ppy LIMITS FOR (TYPICAL) CUT OUTLET PIPE TO RADE PAVEMENTBEGIN WITH 45° SUBBASE ELBOW WEDGEOF SUBGRADE / FILL CROSSDRAIN CD-1 AT LOWER END OF CUTS VEMENT CENTER LINE SECTION TRAVEL LANE (WITH TYPE 1SELECT MATERIAL) _-�-_-_ �i�45 --�-_ t�M1, J45° �:. TRENCH PLACEMENT PAY LIMITS FOR EDGE OF PAVEMENT OUTLET PIPE TO SHOULDER LINE WITH 45° PAVEMENT SURFACE & BASE DITCH LINE TOE OF FILL EBEGIN LBOW 0 0 0 0 0 0 0 0 0 o 0 0 0 0 000 0 0 0 o SUBBASE P OF EW-12 00 ' o•o•o•o•o•o•o•o-. f- SELECT MATERIAL TYPE I OR I o •o •o •o •o• o•o•o•o•o 0 ,y (TYPICAL) 4/� o •..,• #57 AGGRE ATE, #8 AGGREGATE OR CRUSHED •.: r GLASS MEETING #8 GRADATION REQUIREMENTS. PLAN VIEW 1'-0" GEOTEXTILE DRAINAGE FABRIC (PLACEMENT OF CD-1 CROSSDRAIN) OR PAVEMENT SURFACE & BASE SUBBASE OR CEMENT STABILIZED SUBBASE 0 0 0 0 0 0 0 0 0 0• o• o o • o • o • o • o • o•o.o. o. 0.0.0 0 ~ SELECT MATERIAL TYPE R OR SUBGRADE (CEMENT OR LIME STABILIZED) #57 AGGREGATE. #8 AGGREGATE OR CRUSHED GEOTEXTIDRAINAGE FABRIC GLASS MEETING #8 GRADATION REQUIREMENTS. GENERAL NOTES 1. UNLESS SPECIFICALLY INDICATED, CROSSDRAIN WILL NOT BE LOCATED AT THIS POINT WHEN BOTH SUBBASE AND SUBGRADE ARE STABILIZED. 2. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HAND TAMPED TO INSURE COMPACTNESS. - 3. P RF RAT OUTLET PIP NON -PERFORATED 0 ED OU LE E OUTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2%MIN. (3 X DESIRABLE) GRADE. TYPE OF PIPE CRUSHING STRENGTH *W.T.4"NOM.DIAMETER *W.T. 6"MOM. DIAMETER SMOOTH WALL PVC .103 0.153 SMOOTH WALL PE 70 PSI )()O< 70 PSI )()(3( 4. ON CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE OUTLETS FOR CROSSDRAINS, THEY ARE TO BE LOCATED SO AS TO DRAIN INTO DROP INLETS OR MANHOLES. 5. ON SUPERELEVATED SECTIONS. TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SIDE ONLY. 6. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF 1'-0" ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. 7. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ARE TO 3f WALL THICKNESS (MIN) -INCHES BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. )()O(TESTED ACCORDING TO ASTM 0-2412 AT 5%DEFLECTION. B. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-120R OTHER DRAINAGE STRUCTURE. SPECIFICATION STANDARD CROSSDRAIN REFERENCE ROAD AN`BRDIa STANDARDS (AT LOWER END OF CUTS) 232 SHEET 1 OF 1 REVISION DATE 501 1OEEUO 07/16 VIRGINIA DEPARTMENT OF TRANSPORTATION 701 UD-4 SUBGF SEE N GEOTEXTILE DRAINAGE FABRIC PAVED SHOULDER SECTION UP TO ELBOW, PIPE IS PERFOATED 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 45• ELBOW CONNECTION 45' WYE CONNECTION PAY LIMITS FOR OUTLET PIPE TO 1'-0" MAX. BEGIN WITH 45° ELBOW OUTLET PIPE NO SCALE UNDERDRAIN SHALL BE CENTERED UNDER CURB AND GUTTER GEOTEXTILE DRAINAGE FABRIC .S•C'_. (OVERLAP 1'-O" AT TOP) F��l Sl1BGRAGE SEE NOTE 1 ;ATE. #8 "PRE OR CRUSHED - NG M8 REQUIREMENT. CURB AND GUTTER SECTION PI TO ELBOW PIPE R PERFORATED VDOT SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD PAVEMENT EDGEDRAIN REFERENCE 240 SHEET 1 OF 2 REVISION DATE 258 108.07 VIRGINIA DEPARTMENT OF TRANSPORTATION 501 701 2016 ROAD & BRIDGE STANDARDS LTR p � lj 4J CRATG W. J. KOTARSKT Lic. No. 0402048507 ;14 09/09/ 1 M E 0 N U N � > E E W - Y 3 U. o U. �wO o^� U a_j 00 Z - In O a ' O N_ z_ FWF .°1., M 'a'r [i F O Q V w 2 � W =� O oa LEE C N =c�>I Z O Q C ui N 0) N i M W � d � GO J O W (D H Uri 0 O L9 0 2 0 w > w 2 Q Q Z 0 LEE IY 7 :1 DATE 812612019 DRAWN BY A. MABEE DESIGNED BY SHOWALTER CHECKED BY ;. KOTARSKI SCALE N.A. z uO 6 C z j a W N 3 c X N m W 0 0 D 0 D C a oN J a I� Q 0 i L r m t N W W 9 m Z Q C o U � c o W J � 7 L Q a o a D W m v , W D a ~O a a ZD J c m U a D O 0 It CO CO z0 O 2 O v / D N �J 3 X N d WN J E 3 0 N m U H JOB NO. 41864.002 m m c SHEET NO. C1.2 t- GEL O 0: O 0) O m i I PROP. PERM. SLOPE & PROP. DRAINAGE EASEMENT R/W VAR. INSET'B' 2% - 4' COMM. DUCT BANK 23.5' LATERAL )FFSET @ 45 MPH CLEAR ZONE 20' ST'D. UD-3 REQ'D. SEE PLANS FOR LOCATIONS 10' MULTI -USE PATH — 6' 7' 5'��1( INSET'B' NOT TO SCALE O2" ASPHALT CONCRETE SURFACE COURSE (SM-12.5D) OVAR. DEPTH (6" MIN) AGGREGATE BASE MATERIAL (VDOT NO. 21 B) O8 VDOT UD-3 UNDERDRAIN OVAR. DEPTH AGGREGATE BASE MATERIAL PER UD-3 DETAIL (VDOT NO. 57) 10 NON -WOVEN GEOTEXTILE FABRIC MIRAFI 140N OR EQUIVELENT PROP. PERM. SLOPE & PROP. DRAINAGE EASEMENT R/W VAR. I \� (c/ INSET'B' 23.5' LATERAL )FFSET @ 45 MPH CLEAR ZONE 20' ST'D. UD-3 REQ'D. SEE PLANS FOR LOCATIONS 10' MULTI -USE PATH 2% —► 4' �{1'� COMM. DUCT BANK — 6' 7' 5' 1( 2 -LANE LEWIS AND CLARK ROAD EXTENDED GS-7 URBAN COLLECTOR STREET SYSTEM - 45 MPH ULS DESIGN SPEED PARTIAL BUILD -OUT (2-LANE UNDIVIDED) SCALE: 1 " = 5' ST'D. CG-6 CURB & GUTTER REQ'D. (TYP.) INSET'A' — 2% ST'D. MS-2 RAISED GRASS MEDIAN WITH CG-2 FACE REQ'D. (16' F/C TO F/C) POINT OF FINISHED GRADEAND SUPERELEVATION i —2% 2%-► LINE 3ET FROM DR WHITE INE (TYP.) 35.5' 12' LANE 58.5' ST'D. UD-4 REQ'D. 1'I~ 8.0' 2.00' 4:1 g:1 29' T 8' 1 3.5' 40.5' �VOT STD. CG-6/CG-2CG-6/CG-2 TO E/P IN 5' E/P-7 TYPICAL CURB TRANSITION (CG-6/CG-2 TO NOT TO SCALE 2 -LANE LEWIS AND CLARK ROAD EXTENDED GS-7 URBAN COLLECTOR STREET SYSTEM - 45 MPH ULS DESIGN SPEED PARTIAL BUILD -OUT (2-LANE UNDIVIDED) SCALE: 1 " = 5' ST'D. CG-6 CURB & GUTTER REQ'D. (TYP.) —INSET'A' I POINT OF FINISHED GRADE FAND SUPERELEVATION JD-4 REQ'D. PROP. PERM. SLOPE & DRAINAGE EASEMENT VAR. 15' DOMINION ENERGY VA. EASEMENT 21 lCv�l 2 1(pk POWER \ DUCT BANK 5' 10, 2.2' [-- 3.8' —� PROP. R/W 2.00' 4:1 VAR. 8' 3.5' — 2% INSET 'A' NOT TO SCALE O2" ASPHALT CONCRETE SURFACE COURSE (SM-12.5D) O2" ASPHALT CONCRETE INTERMEDIATE COURSE (IM-19.OD) O4" ASPHALT CONCRETE BASE COURSE (BM-25.OD) O8" AGGREGATE BASE MATERIAL (TYPE 1 NO. 21 B) OVAR. DEPTH AGGREGATE BASE MATERIAL (VDOT TYPE 1, NO. 21B) OVDOT UD-4 UNDERDRAIN O7 VDOT CG-6 CURB AND GUTTER PROP. PERM. SLOPE & DRAINAGE EASEMENT VAR. 15' DOMINION ENERGY VA. EASEMENT — 2 % POWER (p, DUCT BANK 510, 3.8' 2.2' s , U CRAIGW J. KOTAASKf > Lic. No. 0402048507 09/09/ 19 N Z 0 crm O ICI co rnl DATE 812612019 DRAWN BY A. MABEE DESIGNED BY 1. SHOWALTER CHECKED BY C. KOTARSKI SCALE Vl s z a W N U XW W 3 8 QI I� OU7 N 3 �Qz a o ` O W L N = W / o U o w —13 J 0 0 a Q Lu d 3 r-i Cca Q } N rL o j I IE u �0 0 0 Z 0 zF V^` O N ^ S N 1� U W J I IE a 0 0 0 Z 0 IOB NO. 1864.( SHEET NO C1.3 L 0 0 INSET'B' PROP. PERM. SLOPE & PROP. DRAINAGE EASEMENT R/W VAR. I 23.5' LATERAL OFFSET @ 45 MPH ST'D. UD-3 REQ'D. SEE PLANS FOR LOCATIONS 2 I (C(�T� INSET'B' 10' MULTI -USE PATH 2% —► I COMM. DUCT BANK I 6' 7' �5'11 PROP. PERM. SLOPE & PROP. DRAINAGE EASEMENT R/W VAR. I 7 (C UT) I \.i 23.5' LATERAL OFFSET @ 45 MPH ST'D. UD-3 REQ'D. SEE PLANS FOR LOCATIONS 10' MULTI -USE PATH 2\lF\\ 4' 11,� I COMM. DUCT BANK —6- 7, 5' PROP. PERM. SLOPE & PROP. DRAINAGE EASEMENT R/W VAR. I 23.5' LATERAL )FFSET @ 45 MPH CLEAR ZONE 20' ST'D. UD-3 REQ'D. SEE PLANS FOR I 2. INSET'B' LOCATIONS (C(�T� 10' MULTI -USE PATH 2% - 4' —�1,Tf � I COMM. DUCT BANK 6, 7' 5' �� 1 FUTURE LEWIS AND CLARK ROAD EXTENDED GS-7 URBAN COLLECTOR STREET SYSTEM - 45 MPH ULS DESIGN SPEED PARTIAL BUILD -OUT (3-LANE - DIVIDED WITH LEFT TURN LANE) SCALE: 1" = 5' ST'D. MS-2 RAISED GRASS - MEDIAN WITH CG-2 FACE ST'D. CG-6 REQ'D. (VAR. WITDH) CURB & GUTTER REQ'D. (TYP.) -INSET'A' 2% --► 12" WATERLINE SET FROM OR WHITE -INE (TYP.) 35.5' 12' LANE 58 5' & VAR ST'D. CG-6 CURB & GUTTER REQ'D. (TYP.) � INSET W — 2% 2% — ST'D. UD-4 I REQ'D. I 1' 8.0' & VAR. POINT OF FINISHED GRADE AND SUPERELEVATION ST'D. CG-2 CURB REQ'D. (TYP.) 2%- ST'D. UD-4 REQ'D. ST'D. UD-4 REQ'D. 4:1 PROP. R/W 2.00' I PAVED SHOULDER 11! 12' LANE 13' LANE 4' 4' 8.0' 3' 52 5' &VAR 1 . 105' & VAR FUTURE LEWIS AND CLARK ROAD EXTENDED GS-7 URBAN COLLECTOR STREET SYSTEM - 45 MPH ULS DESIGN SPEED FULL BUILD -OUT AT QUAIL RUN INTERSECTION (4-LANE - DIVIDED) SCALE: 1" = 5' ST'D. MS-2 RAISED GRASS MEDIAN WITH CG-2 FACE REQ'D. (VAR. WIDTH) //- 12" WATERLINE OM ITE (P.) 41.4' - ?' LANE 64 4' & VAR PROP. PERM. SLOPE & DRAINAGE EASEMENT VAR. 15' DOMINION ENERGY VA. EASEMENT — 2% 3 POWER DUCT BANK — 5' 10, 4.30' 2.2' INSET'B' Spa; sl tt� 0OA 77 Q CPAIGW J. KOTARSKT ' Lie. No. 0402048507 �e 0910,3119 r v M E O 0 � V 2' 2' N - - a v� 1 Luu 9 8 7 aLL 3 Lu1 LL wW 10 O is a °+ w z cn cn cn Un 0 O J w .. —^ z z z z a o twh- a wwww�n v NOT TO SCALE ZF� 0000< + a w I 2" ASPHALT CONCRETE SURFACE � � � � z 1 O COURSE (SM-12.5D) oa a a a Lu- z V> 0 0 0 0 0� VAR. DEPTH (6" MIN) AGGREGATE ~ 0 N � .... Lu w 7 O BASE MATERIAL v MLu a 1 (VDOT NO. 21 B) J �� Q LuO 8 VDOT UD-3 UNDERDRAIN w I cl� VAR. DEPTH AGGREGATE BASE Ln Elf O MATERIAL PER UD-3 DETAIL (VDOT 0 NO. 57) 0 10 NON -WOVEN GEOTEXTILE FABRIC MIRAFI 140N OR EQUIVELENT o co w Lu N rlj O O Ln co N N z .Ni M l0 co m 0 V) DATE > Of 812612019 0 DRAWN BY } A. MABEE DESIGNED BY PROP. PROP. PERM. SLOPE & RNA/ DRAINAGE EASEMENT • 1. SHOWALTER VAR. • CHECKED BY DOMINION ENERGY C. KOTARSKI VA. EASEMENT I • • 15' SCALE 11.5' LATERAL )FFSET @ 45 MPH CLEAR ZONE 20' z w�l I O 2% 21 l 2 1(Fj�4 I CL POWER ST D. UD-4 DUCT ST'D. UD-4 REQ'D. " z REQ'D. BANK I u I ST'D. GR-MGS1 GUARDRAIL REQ'D. (AS NEEDED IN FUTURE 4 LANE DIVIDED ROADWAY) VAR. 0'- 12' LANE 12' LANE 12' LANE 1 2.0'�— 5.0' — . 46.06' & VAR. POINT OF FINISHED GRADE AND SUPERELEVATION ST'D. CG-2 CURB REQ'D. (TYP.) I 2% ------------------ ST'D. UD-4 REQ'D. 1' VAR. 2% — 110.46 &VAR. FUTURE LEWIS AND CLARK ROAD EXTENDED GS-7 URBAN COLLECTOR STREET SYSTEM - 45 MPH ULS DESIGN SPEED FULL BUILD -OUT (4-LANE - DIVIDED) SCALE: 1" = 5' ST'D. MS-2 RAISED GRASS MEDIAN WITH CG-2 FACE REQ'D. (16' F/C TO F/C) ST'D. CG-6 CURB & GUTTER REQ'D. (TYP.) r-INSET'A' �-2% 12" WATERLINE SET FROM OR WHITE -INE (TYP.) 35.5' — 12' LANE 58 5' POINT OF FINISHED GRADE AND SUPERELEVATION I ST'D. CG-2 CURB REQ'D. 1 (TYP.) 2% I 2% ST'D. UD-4 I ST'D. UD-4 REQ'D. I REQ'D. I 1+­ 8.0' 0 8.0' 112' LANE 2%- PROP. PROP. PERM. SLOPE & R/W DRAINAGE EASEMENT VAR. DOMINION ENERGY VA. EASEMENT 15' 11.5' LATERAL )FFSET @ 45 MPH CLEAR ZONE 20' 1 ST'D. UD-4 REQ'D. ST'D. GR-MGS1 GUARDRAIL REQ'D. (AS NEEDED IN FUTURE 4 LANE DIVIDED ROADWAY) 12' LANE 2' 5' — 40' — 2% POWER DUCT BANK 5' - 6.5' —� 10, Lu 5' —1 10, 0 - 6.5' —I Q ) l sn 2• INSET A O > O Lu 7 2 1 U 3 ^ u (n w J J Lu Q �U Lu m aJ L.L 1 5 Q I 6 4 J NOT TO SCALE0 O2 ASPHALT CONCRETE SURFACE COURSE (SM-12.5D) O2" ASPHALT CONCRETE INTERMEDIATE COURSE (IM-19.OD) O4" ASPHALT CONCRETE BASE COURSE (BM-25.OD) Lu O8 AGGREGATE BASE MATERIAL (TYPE 1 NO. 21 B) DEPTH AGGREGATE BASE MATERIAL — OVAR. (VDOT TYPE 1, NO. 21 B) IOB No. OVDOT UD-4 UNDERDRAIN 41864.002 O7 VDOT CG-6 CURB AND GUTTER SHEET C1.4 NO. 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I \ \\ \ \\ \ \ \�\ ` \ \' PLAN ' / / � �0-� ��,- - - llI // / l.•/''r-,..,i"- ,--__,' � `/ ��� \ \ \ \ . \ \ \ I I \ d "`---', - \ \\ \\_____— — -- TMP32A-1-8-7 / \ \\ `\\\\ \ ` ��\_ '/_ '/'/5 ;'/j 60/ ��JV II\< <..?5:=5'„ /� - \\ \\ \ \\ �\ \\ \ \ \\ I I\`1I 111 I�Ill/ I _ _ \I \`\ _-� _ 1 _ \ �'\{,,, \ \ \ 5 Ill I;: •` .-_-'-;�' \ \ __ - \ \ \ \ ( \ \ T\ or c / - / LOT 7,BLOCKB IN, TMP 32A-1-B-84 ` !. / / / / i ! / _ / r / , /. \ 1 i // ' _- - - \ \ \ /l l/lII\�\ ` ` CLOVER'S 71'-/.... ' \\ \ 4- , \ r - \ \ \ )., / I I I 1 ' \ \ 1 / / / '/ ' '/.: / \ \ �' i / /' - - - _ _ \ \`` \ \ ` �\ ' LOT8A, / S\� AIRS T Eg ` \\ \ ` \ \ \\ 11 I �// ,' sx:' ! _ 1 \ / 0/ // / \ \\ ` . \\- AIRPORT \ \ \ I \ \ h� 55 _ \ - BLOCKB \ \ \ I \ I ACRES \ �\ TMP32A-1-8-88 \ / q - \ -----, CLOVERS LOT86,BLOCK \\\ \\\. 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J. KOTARSKI > Lic. No. 0402048507 09/09/ 1 9 '�vE M E 0 o N � N C > E v E w 3 � w w Q o 3 . p U. w 0Lu m U 000 Z w — ui O rn w 30'x U) w ur)i ry Z U) 8(N > W M 00 � � O x (7 0 F p w w F Q Z 0 inmwmo V) DATE 0 8/26/2019 } DRAWN BY A. MABEE • DESIGNED BY • J. SHOWALTER • CHECKED BY • C. KOTARSKI SCALE • 1 " = 150' ' z 0 CL ^ , V ) W I W 0 I ) a 0 z cj�<a W z\ z /� 00 W I— _j H � O ED ED Q 0 a Lu U 0 z Q W J JOB NO. 41864.002 SHEET NO. C2.1 L \ \ \ ♦ '5385 / ✓, �'J� x53>.6 \ Ohl x$3b5 \ LEGEND:.. ,q ` ,' \ \ w ` v ` l� x5974 \ \ x5385 / xS?bs \ \ \ \s \ \ \ GY ` ' / \ \ / / / / , / ' REMOVE CONCRETE -5397 x5W7 Q / \ \ / / /a � CMGW. J. KOTARSKI> x5384 1 \ / / , / ® REMOVE ASPHALT \ \ - xs316 Lic. No. 0402048507 x5767 / ` \ / / /' / d ' ' / / / ASPHALT TO BE MILLED 09/09/ 1 9 ®' ®/ \ AND OVERLAYED xs%6 \x s3z6 \ / / / / AREA OF TREE lsgo /' NAL CLEARING _ — SAWCUT u x5%7 x53b9 ( / /§i�j � 11~1 n .� ' / ' /' ' ♦ N vi � \ �v Lu w 3 Z Lu 41 r /' wwww� ♦ O rn O Z Z Z Z Q I ) zf a tea' E E E E \ x5326 / v w w w w \ \ \ \ \ \ \ \ \\ \ \ \ \ / r j�1 I I I I / _ — I — ♦ O = C N z a a a a Q \ \ \ \ \ \ \ \ \\\` I / / ♦ =V > O 000O 2:\ \ \ \ x5337 I I xsz>s I 1 m I I I / _ _ / \ ' Q � - w w w w � �\ \' ~ Yrn '-' H H H H W W a s W� >WWWWQ \ \ \ 777 \ \ \ \ \ \ T4K MAP 00ui p 03200-d0-00-006R0 \ / I 1 I 1 1 °> i ' / ' / ' ♦ `� H \ \ \ \ \ \ \ \ \ \ - ♦ ( ` _UNIVERSITY 4 �♦ > ui OF VIRGINIA,\ \\ \ 1 11 I I I sl \ \ \ \ \ \ \ I FOUNDATION \ SAI�VCUT I \ \ \ ( \ \ x 6 / DB 2712-325 \ \ I / / \ \ \ \ r \ \ \ / \ \ ASPMAL \. 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CENTER FOR xsazb 1 1 \\ 1 1 \ 1 \ \ \\\ \\\\��---- 1789801 ` \ \I \ C2.2 1 \ \ \ + \ \ 1 1 \-------- `\= I APPLIED I I \ \ \ A \ \ � \ ® \ L EROSION AND SEDIMENT CONTROL NARRATIVE: MINIMUM STANDARDS: GENERAL EROSION AND SEDIMENT CONTROL NOTES: PROJECT DESCRIPTION THIS PROJECT INCLUDES THE CONSTRUCTION OF A NEW ROAD AND ASSOCIATED UTILITIES AND SITE WORK LIMITS OF DISTURBANCE IS 14.65 ACRES. ADJACENT PROPERTY THESE IMPROVEMENTS ARE BEING MADE WITHIN THE PROPERTY BOUNDARY. THE PROPERTY IS BOUNDED BY AIRPORT ROAD TO THE SOUTH, DICKERSON ROAD AND SOME INDUSTRIAL PARCELS TO THE WEST, THE RIVANNA RIVER TO THE NORTH AND ROUTE 29 AND SOME INDUSTRIAL AND RESIDENTIAL PARCELS TO THE EAST. EXISTING SITE CONDITIONS THE SITE IS CURRENTLY MOSTLY WOODED WITH SLOPED TERRAIN AND STREAMS THAT FEED INTO A WETPOND. PERMITTING THE OWNER SHALL OBTAIN ALL REQUIRED STATE AND FEDERAL PERMITS INCLUDING VDEQ INDIVIDUAL PERMIT, VRMC GENERAL PERMIT, OR US ACE NATIONWIDE PERMIT (WETLAND IMPACTS) ETC. OFF -SITE AREAS NO OFFSITE AREAS WILL BE DISTURBED AS PART OF CONSTRUCTION. CRITICAL EROSION AREAS CULVERT INSTALLATION IN EXISTING STREAM AND WETLAND AREAS ARE CRITICAL EROSION AREAS. CONTRACTOR TO USE CAUTION AND PREPLANNING IN COORDINATION WITH ENGINEER AND ESC INSPECTOR TO MAKE SURE NECESSARY ESC MEASURES ARE IMPLEMENTED AND MAINTAINED CORRECTLY. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN ACCORDANCE WITH VESCH AND THE CONSTRUCTION SEQUENCE, INCLUDING THE INSPECTION OF ALL MEASURES AFTER ALL RAIN EVENTS. EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE CURRENT ADDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. THE MINIMUM STANDARDS OF THE VESCH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE BY LOCAL AUTHORITIES HAVING JURISDICTION. STORMWATER RUNOFF CONSIDERATIONS THE DISTURBED AREA DRAINS TO A LARGE WETPOND THAT WAS DESIGNED TO HANDLE QUANTITY AND QUALITY FOR THE FULL BUILD OUT OF THE RESEARCH PARK. STRUCTURAL PRACTICES: 1. TEMPORARY CONSTRUCTION ENTRANCE - 3.02 A TEMPORARY CONSTRUCTION ENTRANCE SHALL BE PROVIDED AT THE LOCATION INDICATED ON THE PLANS. IT IS IMPERATIVE THAT THIS MEASURE BE MAINTAINED THROUGHOUT CONSTRUCTION. ITS PURPOSE IS TO REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. 2. SILT FENCE BARRIER - 3.05 SILT FENCE SEDIMENT BARRIERS SHAL L BE INSTALLED DOWNSLOPE OF AREAS WITH MINIMAL GRADES TO FILTER SEDIMENT -LADEN RUNOFF FROM SHEET FLOW AS INDICATED. ITS PURPOSE IS TO INTERCEPT SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS AND PREVENT SEDIMENT FROM LEAVING THE SITE. 3. STORM DRAIN INLET PROTECTION - 3.07 STONE FILTERS SHALL BE PLACED AT THE INLET OF ALL DRAINAGE STRUCTURES AS INDICATED ON PLANS. ITS PURPOSE IS TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION. 4. DIVERSION DIKE - 3.09 A TEMPORARY RIDGE OF COMPACTED SOIL TO DIVERT WATER FROM A CERTAIN AREA. 5. SEDIMENT TRAP - 3.13 A TEMPORARY BARRIER OR DAM WITH A CONTROLLED STORMWATER RELEASE TO DETAIN SEDIMENT -LADEN RUNOFF FROM DISTURBED AREAS IN "WET' AND "DRY" STORAGE LONG ENOUGH FOR THE MAJORITY OF SEDIMENT TO SETTLE OUT. 5.1. MAINTENANCE OF SEDIMENT TRAP - INSPECT TRAP EMBANKMENT WEEKLY TO ENSURE IT IS STRUCTURALLY SOUND AND HAS NOT BEEN DAMAGED DURING CONSTRUCTION ACTIVITIES. ADDITIONALLY THE TRAP SHALL BE CHECKED AFTER EVERY RAINFALL EVENT. ONCE THE SEDIMENT HAS REACHED THE DESIGNATED CLEANOUT LEVEL IT SHALL BE REMOVED AND PROPERLY DISPOSED OF. 6. OUTLET PROTECTION - 3.18 STRUCTURALLY LINED APRONS OR OTHER ACCEPTABLE ENERGY DISSIPATING DEVICES SHALL BE PLACED AT ALL OUTLETS OF PIPES OR PAVED CHANNEL SECTIONS. 7. ROCK CHECK DAM - 3.20 SMALL TEMPORARY STONE DAMS SHALL BE CONSTRUCTED ACROSS ALL SWALES OR DRAINAGE DITCHES. 8. DUST CONTROL - 3.39 DUST CONTROL IS TO BE USED THROUGH THE SITE IN AREAS SUBJECT TO SURFACE AND AIR MOVEMENT. VEGETATIVE PRACTICES: 1. TOPSOIL (TEMPORARY STOCKPILE) - 3.30 TOPSOIL SHALL BE STRIPPED FROM AREAS TO BE GRADED AND STOCKPILED FOR LATER SPREADING. STOCKPILE LOCATIONS SHALL BE LOCATED ONSITE AND SHALL BE STABILIZED WITH TEMPORARY SILT FENCE AND VEGETATION. 2. TEMPORARY SEEDING - 3.31 ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN 30 DAYS SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING OF THOSE AREAS. SELECTION OF THE SEED MIXTURE SHALL DEPEND ON THE TIME OF YEAR IT IS APPLIED. 3. PERMANENT SEEDING - 3.32 FOLLOWING GRADING ACTIVITIES, ESTABLISH PERENNIAL VEGETATIVE COVER BY PLANTING SEED TO REDUCE EROSION, STABILIZE DISTURBED AREAS, AND ENHANCE NATURAL BEAUTY. 4. SOIL STABILIZATION BLANKETS & MATTING - 3.36 A PROTECTIVE COVERING BLANKET OR SOIL STABILIZATION MAT SHALL BE INSTALLED ON PREPARED PLANTING AREAS OF CHANNELS TO PROTECT AND PROMOTE VEGETATION ESTABLISHMENT AND REINFORCE ESTABLISHED TURF. MANAGEMENT STRATEGIES 1. PROVIDE SEDIMENT TRAPPING MEASURES AS A FIRST STEP IN GRADING, SEED AND MULCH IMMEDIATELY FOLLOWING INSTALLATION. 2. PROVIDE TEMPORARY SEEDING OR OTHER STABILIZATION IMMEDIATELY AFTER GRADING. 3. ISOLATE TRENCHING FOR UTILITIES AND DRAINAGE FROM DOWNSTREAM CONVEYANCES IN ORDER TO MINIMIZE PERIMETER CONTROLS. 4. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED UNTIL THEY ARE NO LONGER REQUIRED TO COMPLY WITH THE CONTRACT DOCUMENTS OR STATE LAW. PERMANENT STABILIZATION ALL NON -PAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISHED GRADING. SEEDING SHALL BE IN ACCORDANCE WITH STD. & SPEC. 3.32, PERMANENT SEEDING. SEED TYPE SHALL BE AS SPECIFIED FOR "MINIMUM CARE LAWNS" AND "GENERAL SLOPES" IN THE HANDBOOK FOR SLOPES LESS THAN 3:1. FOR SLOPES GREATER THAN 3:1, SEED TYPE SHALL BE AS SPECIFIED FOR "LOW MAINTENANCE SLOPES" IN TABLE 3.32-D OF THE HANDBOOK. FOR MULCH (STRAW OR FIBER) SHALL BE USED ON ALL SEEDED SURFACES. IN ALL SEEDING OPERATIONS SEED, FERTILIZER AND LIME SHALL BE APPLIED PRIOR TO MULCHING. SEQUENCE OF INSTALLATION PHASE I 1. A PRE -CONSTRUCTION MEETING IS REQUIRED WITH ALBEMARLE COUNTY E&S INSPECTOR, CONTRACTOR, OWNER, AND ENGINEER. THIS MEETING SHALL TAKE PLACE AT THE COUNTY OFFICE BUILDING. CLEARING LIMITS MUST BE FLAGGED PRIOR TO THE MEETING WITH ONE (1) WEEK OF NOTICE. 2. INSTALL CULVERT INLET PROTECTION, INLET PROTECTION, CHECK DAMS AND CONSTRUCTION ENTRANCES. 3. ON SOUTH SIDE OF SITE: 3.1. INSTALL CULVERT #3 THEN INSTALL CLEAN WATER DIVERSION TO CULVERT #3. 3.2. INSTALL SILT FENCE AND REMAINING CLEAN WATER DIVERSIONS. 3.3. INSTALL SEDIMENT TRAPS 1 AND 2 AND THEN INSTALL DIVERSION DIKES TO TRAP. 4. ON NORTH SIDE OF SITE INSTALL SILT FENCE SEDIMENT TRAP #3 AND THEN INSTALL DIVISION DIKES TO TRAPS. 5. INSTALL SILT FENCE, CULVERTS. 6. FILL AROUND AND OVER CULVERTS MAINTAINING FILL DIVERSION TO TEMPORARY SLOPE DRAINS PROTECTED WITH CULVERT INLET PROTECTION. 7. AFTER ALL PHASE 1 EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, SITE WORK CAN BEGIN. 8. ROUGH GRADE PROJECT AREA. 9. SEED ALL DENUDED AREAS PER VESCH STANDARDS. PHASE II 1. INSTALL ADDITIONAL INLET PROTECTION WHERE SHOWN ON THE PHASE II EROSION AND SEDIMENT CONTROL PLAN AS THE STORM SYSTEM IS CONSTRUCTED AND BECOMES OPERATIONAL. 2. FINE GRADE PROJECT AREA. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. 3. ONCE FUTURE LANES TO THE EAST OF SEDIMENT TRAP 1 HAS BEEN STABILIZED OR GRADED TO DRAIN TO TO PIPE AN INLET SYSTEM WITH INLET PROTECTION SEDIMENT INSTALL PHASE 2 SILT FENCE DOWN HILL FROM SEDIMENT TRAP 1 AND REMOVE SEDIMENT TRAP 1. 4. ONCE THE SITE UP HILL FROM EACH SEDIMENT TRAP HAS BEEN STABILIZED AND APPROVED BY ESC INSPECTOR REMOVE THE SEDIMENT TRAPS. 5. ALL STORMWATER PIPING & STRUCTURES SHALL BE INSPECTED FOR SILT/SEDIMENT. IF PRESENT, SILT/SEDIMENT SHALL BE CLEANED OUT FOR THE SYSTEM TO THE SATISFACTION OF THE E&S INSPECTOR. 6. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. 7. ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED, EROSION CONTROL MEASURES CAN BE REMOVED UPON APPROVAL FROM THE E&S INSPECTOR. AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR LOCALITY MUST BE CONSISTENT WITH THE FOLLOWING CRITERIA, TECHNIQUES AND METHODS: MS-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. MS-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. MS-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. MS-4. SEDIMENT 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. MS-5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. MS-6. SEDIMENT TRAPS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP. 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. MS-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. MS-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. MS-9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. MS-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. MS-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. MS-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. MS-13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. MS-14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. MS-15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. MS-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. MS-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. MS-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 LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. MS- 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 LISTED IN SECTION 19 OF VIRGINIA ADMINISTRATIVE CODE 9VAC25-840-40 MINIMUM STANDARDS. ES-1: UNLESS OTHERWISE INDICATED, CONSTRUCT AND MAINTAIN ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. ES-2: THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY WILL MAKE A CONTINUING REVIEW AND EVALUATION OF THE METHODS AND EFFECTIVENESS OF THE EROSION CONTROL PLAN. ES-3: PLACE ALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO OR AS THE FIRST STEP IN CLEARING, GRADING, OR LAND DISTURBANCE. v � CRAIG W. J. KOTARSKI > Lic. No. 0402048507 09/09/ 1 9 '�vE ES-4: MAINTAIN A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN ON THE SITE AT ALL TIMES. g N U N ES-5: PRIOR TO COMMENCING LAND -DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS C E (INCLUDING, BUT NOT LIMITED TO, OFFSITE BORROW OR WASTE AREA), SUBMIT A SUPPLEMENTARY v E EROSION CONTROL PLAN TO THE ARCHITECT/ENGINEER AND THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY FOR REVIEW AND ACCEPTANCE. W 3 ¢ LL tj 3 ES-6: PROVIDE ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND o p LL 0 G s Lu SEDIMENTATION AS DETERMINED BY THE RESPONSIBLE LAND DISTURBER. (MODIFIED NOTE) 00 O ,a V ES-7: ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING W N v a LAND -DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT. G B v N 'x ES-8: DURING DEWATERING OPERATIONS, PUMP WATER INTO AN APPROVED FILTERING DEVICE. o a LL o ur) i ry > Z O ES-9: INSPECT ALL EROSION CONTROL MEASURES DAILY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT. F MAKE ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL ry w DEVICES IMMEDIATELY. N W M � 00 J SOILS INFORMATION: O 2D - ALBEMARLE FINE SANDY LOAM, 15 TO 25 PERCENT SLOPES, 25 TO 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC SOIL GROUP: C M O 3C - ALBEMARLE VERY STONY FINE SANDY LOAM, 7 TO 15 PERCENT SLOPES, 35 TO 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: C O 4D - ASHE LOAM, 15 TO 25 PERCENT SLOPES, 20 TO 40 INCHES TO RESTRICTIVE FEATURES, SOMEWHAT EXCESSIVELY F DRAINED, HYDROLOGIC GROUP: BLu o 14D - CHESTER LOAM, 15 TO 25 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B a 14E - CHESTER LOAM, 25 TO 45 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL 0 DRAINED, HYDROLOGIC GROUP: B 15D - CHESTER VERY STONY LOAM, 15 TO 25 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, I 0 WELL DRAINED, HYDROLOGIC GROUP: B 21B - CULPEPER FINE SANDY LOAM, 2 TO 7 PERCENT SLOPES, 40 TO 79 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC SOIL GROUP: B 21C - CULPEPER FINE SANDY LOAM, 7 TO 15 PERCENT SLOPES, 40 TO 79 INCHES TO RESTRICTIVE FEATURES, WELL • DRAINED, HYDROLOGIC GROUP: B • 27B - ELIOAK LOAM, 2 TO 7 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, • HYDROLOGIC GROUP: B : • 27C - ELIOAK LOAM, 7 TO 15 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B • 27D - ELIOAK LOAM, 15 TO 25 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B • 29D - FAUQUIER SILT LOAM, 15 TO 25 PERCENT SLOPES, 20 TO 40 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, 1 HYDROLOGIC GROUP: C 34D - GLENELG LOAM, 15 TO 25 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B am 36B - HAYESVILLE LOAM, 2 TO 7 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B 36C - HAYESVILLE LOAM, 15 TO 25 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B 36D - HAYESVILLE LOAM, 25 TO 45 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B 37D3 - HAYESVILLE LOAM, 15 TO 25 PERCENT SLOPES, SEVERELY ERODED, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: 39E - HAZEL LOAM, 25 TO 45 PERCENT SLOPES, 20 TO 40 INCHES TO RESTRICTIVE FEATURES, EXCESSIVELY DRAINED, HYDROLOGIC GROUP: B 47C - LOUISBURG SANDY LOAM, 7 TO 15 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: A 47D - LOUISBURG SANDY LOAM, 15 TO 25 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: A 47E - LOUISBURG SANDY LOAM, 25 TO 45 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: A 54C- MAYODAN LOAM, 7 TO 15 PERCENT SLOPES, 40 TO 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B 65B - PACOLET SANDY LOAM, 2 TO 7 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B 65C - PACOLET SANDY LOAM, 7 TO 15 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B 67E - PARKER EXTREMELY STONY LOAM, 25 TO 60 PERCENT SLOPES, 48 TO 80 INCHES TO RESTRICTIVE FEATURES, EXCESSIVELY DRAINED, HYDROLOGIC GROUP: A 88 - UDORTHENTS, LOAMY, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES 94B - WEDOWEE SANDY LOAM, 2 TO 7 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B 94C - WEDOWEE SANDY LOAM, 7 TO 15 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B I x H F 0 DATE 8/26/2019 DRAWN BY A. MABEE DESIGNED BY 1. SHOWALTER CHECKED BY C. KOTARSKI SCALE N/A O z � W W X o w Q W a o ,0/ 2!clL < J W 0 >0z ~ U w J U Lzw m W J Q ri aLu U o o Q z z Q 0 V) 0 H� ry W W J JOB NO. 1864.( SHEET NO. C3.0 L 0011 ❑[10■ ■�■ COMPACTED SOIL CWD TO HAVE VDOT STANDARD EC-2 I I MATTING ON UPHILL TYPICAL VESCH TREATMENT-2 SOIL STABILIZATION MATTING INSTALLATION 000 V ]00 v 18" MIN. SIDE L ❑❑0����■ °o°oi �•� I f FLOW _ - _����� SOIL STABILIZATION MATTING SHALLy 7 a� �'`�J�O'✓ AL COUNTY OF ALBEMARLE j Department of Community Development 111L RUSED T CONJUNCTION WITH RIAT OUTLET END OF PIPE I CRAIG W. J. KOTARSKI � I11111 �111111 - - \ Lic. No. 0402048507 P - Construction Record Drawings (As -built) for VSMP DD cwD 4.5' MIN. 3 09 �\ , \ �\ o y� 09i09i 19 w41 IONAL The following is list information drawings for a of required on construction record TEMPORARY DIVERSION DIKE stormwater facilities (reference Water Protection Ordinance 17-422). It is preferable that the PERSPECTIVE VIEW No Scale construction record drawing be prepared by someone other than the designer. Please do not provide design drawings as construction record drawings. �. \ -_ �/' o E A. A signed and dated professional seal of the preparing engineer or surveyor. , -.' 4 +,<< 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. +-6 \� _ \ ENTRENCH \ ow EDGES OF O, o N ui E " O O MATERIAL 6" B. The name and address of the firm and individual preparing the drawings on the title sheet. = I I w v E Ln C. The constructed location of all items associated with each facility, and the inspection records to verify W .N a z dimensions, materials and installation. The items include, but are not limited to the following: proper g� 1. Inspection Records and photographs for pipe trenches and bedding, including underdrains.' TQ s r : -:fieHfiAk ne; .. w�-� �"� " - a IIII i � � CHECK SLOTS TO BE -I �_„I-I I _ I 5' CONSTRUCTED AS PER UM v 3 ¢ u. o u - w 2. Video Pipe Inspection for an pipes which are not accessible or viewable. P P Y P P L' WIRES' FABRIC FLOW 4" pl o MANFACTURERS 1 1_2, W s M ¢ LU cJ oo z 00 3. Updated Location with eo-coordinates of all facilities. P g LINE POST 3. STAPLE FILTER MATERIAL TO STAKES AND 4. BACKFILL AND COMPACT THE RECOMMENDATIONS. W - d o ry > o z W W z W W z W W z W a to 4. Verified Drainage Area maps for the drainage area treated, and for drainage to the facilities. CDNVENTIONA ;',; 10 GROUND LINE 6 EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. ; ,`; 1::., a ry W a LU U) a 5. Current physical and topographic survey for all earthen structures. Ponds should include a survey METAL(T)OR ` MAX. MIN. MAX' (U) POSTs BRACINc�coNCRETE FOOTING TRANSVERSE CLOSED W M z � '' v V o 0 0 0 of the pond bottom. Surveys should verify pond volumes are per design. Corrections may be required SAF PERSPECTIVE VIEW PERSPECTIVE VIEW 3,1p / / CHECK SLOT FLOW " ''',.°` O a a w LU v � v � v � v � Wa z for alterations from the design. 6. Plants, location PLASTIC FENCE METAL FENCE _ IIII III l� �~ .' ,; ' b 6 -8" UPSTREAM AND < i N Ln v Z a a a a < Q SAFETY FENCE and type. 7. Plans for Pipes, Risers, Weirs Drainage Structures the FLOW 211 DOWNSTREAM v D F Ui o U) 0 0 0 U.1 0 and profiles all culverts, and -Display LQ to to V) w No Scale installed type of drainage structures, culvert/pipe size, weirs, materials, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. p _ SHEET FLOW INSTALLATION V " i � TERMINAL ;i•;e.' ' 6 N ry w � > 2 > 2 > 2 > 2 8. Computations: For deviations from design, that GRAVEL CURB INLET SEDIMENT FILTER (PERSPECTIVE VIEW)3' a i : ±. w oUj significant provide sealed computations verifying _�- the as -built condition is equivalent or better than design. �� �f� FLOW I MAX .'. ';.:.;' O ~ .�. 9. Ditch Lines -Display the constructed location of all ditch lines and channels, including typical j B A ��\- Uj sections and linings. _ - / 10. Easements - Show all platted easements with dead book references labeled. Facilities and drainage ---- \ TRANSVERSE O must be within platted easements. Provide copies of recorded documents. � II o OPEN CHECK 11. Guardrail, fences or other safety provisions - Display the constructed location of all safety SLOT provisions; fences, guardrail, including the type, length and applied end treatments, compared to P gu g YP PP P �/ / O POINTS A SHOULD BE HIGHER THAN POINT B. / � ///v CL 0 x design. 12. Material layers - biofilter media, stone layers, sand layers, keyways and cores must be as to / O DRAINAGEWAY INSTALLATION O SF 3.05-2 (FRONT ELEVATION) gM 3.36-4 w ao C) C) rn verified material types and depths. Include inspection reports, boring or test it reports and materials P� P g P P x "' a N ao ^' o 0 SILT FENCE (W/O WIRE SUPPORT) certifications. Biofiltermedia must bean approved state mix. ,2" GRAVEL FILTER SOIL STABILIZATION BLANKET TREATMENT-2 a o N N 0) NO scale 13. Access roads - show location of access roads, surface treatment, drainage, etc, as applicable. RUNOFF WATER WIRE MESH Z Ny M t0 NO scale 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO 14. Compaction reports are required t0 verify fill compaction m dams. FILTERED WATER .:....:.:...:<:. ;x.- ..., p DATE 15. Manufacturers certifications for proprietary BMP's certifying proper installation and functioning. '''>.':P," :q.'`' TRENCH UPSLOPE ALONG THE LINE OF THE POSTS. TYPICAL VESCH TREATMENT 1 (SOIL STABILIZATION BLANKET) 00 00 ' • ' POSTS. 6' INSTALLATION CRITERIA 8/26/2019 ' 2.' •.n: :<;.•.: - Ir WAX % i j / NOTES APPROXIMATELY 200 0 DRAWN BY II p A SEDIMENT <•+•. ;• CONCRETE• '���,,, _ I - � I_ STAPLES REQUIRED PER ANCHOR 100 SQ. YDS. OF MATERIAL A. MABEE GUTTER CURB INLET // / FLOW / �- _ a III -III ' SLOT ROLL. ANCHOR SLOTS, JUNCTION SLOTS & • DESIGNED BY 12" II -III- III=III.=" ' GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. 1 111=1TI 11 1ii= 4" CHECK SLOTS TO BE • 3. SHOWALTER BURIED 6" TO 12". • CHECKED BY SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE AT O CURB INLETS WHERE PENDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO O IP CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND 3.07- 6 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE THE WIRE FENCE AND EXTEND IT INTO EXCAVATED SOIL. THE TRENCH. 12" MAX.4:1 OR FLATTER JUNCTION 6" MAX. STEEPER THAN 4:1 SLOT C. KOTARSKI EDGE AND END JOINTS SCALE UNPROTECTED AREAS. CHECK SLOT TO BE SNUGLY ABUTTED I I I I I I I I I I STORMWATER INLET PROTECTION = I w _,, j - TERMINAL FOLD (JUTE MESH WILL HAVE I STAPLED LAP JOINT IN • N/A No Scale __ I - _ { F I _ _ I LAP JOINT 2" MIN. (JUTE LIEU OF EDGE JOINT) I I I MESH ONLY) I • 2 X 4" WOOD SILT FENCE DROP INLET PROTECTION DROP INLET WITH FRAME GRATE �� =IIII;' FLOW /� -III_ " -� TAMP FIRMLY • pI =III= ANCHOR SLOT 5' MAX. 4:1 OR FLATTER 3' MAX. STEEPER THAN 4:1 I I I FRAME EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. I MAX. - -�-- FILTER FABRIC I I I I I -_ - I 1­4 U) CHECK SLOT I ' ) v�1 -i MIN. - 1- - WIRE- �' - -III-III= 1" TO 2" I I I Q GATHER AT U � ^^ EXCESS �ITII SSF =I I I I I I� I C I -I ..III III- 3.05-1 O TAMP FIRMLY CHECK SLOT I I I I I z VAR. rFVAR.y LU Q SILT FENCE (WITH WIRE SUPPORT) CORNERS 2"IN PERSPECTIVE VIEWS I o ~ L7 C)0 No Scale STAKE FABRIC � STAPLE FORMED FROM NO.11 STEEL WIRE. CHECK SLOTS AT MIN. 50 CC STAPLE MIN. LENGTH FOR SANDY SOIL. ALL COMBINATION BLAN ETS 6" STAPLE MIN. LENGTH FOR OTHER SOIL. 6" STAPLE I I I TYPICAL ORIENTATION OF VESCH TREATMENT - 1 SOIL (STABILIZATION SHALLOW BLANKET) _ �� MIN. z.:• SLOPE ON SHALLOW SLOPES, STRIPS NETTING PROTECTIVE COVERINGS MAY BE APPLIED JUNCTION SLOT TAMP FIRMLY TERMINAL FOLD 12: TAMP FIRMLY C) W LU ACROSS THE SLOPE. 04 2 O O DETAIL A ELEVATION OF STAKE AND FABRIC ORIENTATION WHERE THERE IS A BERM AT THE TOP OF THE SLOPE, BRING THE BERM MATERIAL OVER THE BERM AND 1 2" #&W 2!> SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET STEEP ANCHOR IT BEHIND THE BERM. SLOPE - w � 0 c/ DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE ON STEEP SLOPES, APPLY PROTECTIVE BM 3.36-2 z > 0 L r IP TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING 3.07-1 � COVERING PARALLEL TO THE DIRECTION OF FLOW AND ANCHOR SECURELY. O H� Z CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. SOIL STABILIZATION BLANKET TREATMENT-1 U O BRING MATERIAL DOWN TO LLJ U STORM DRAIN INLET PROTECTION No Scale A LEVEL AREA BEFORE TERMINATING THE 4 Q Q w No Scale A 70' Mw. 5:1 EXISTING A PAVEMENT INSTALLATION. TURN THE FLAW ;;,. �?:",. 5', 02" DITCH END UNDER 4" AND STAPLE "'" A 3do(MIN.) m a Z LU 3• FILTER M MOUNTABLE BERM CLOTH A AT 12" INTERVALS. '•;i,. IN DITCHES, APPLY PROTECTIVE COVERING do LL C/ I --I 0 (OPTIONAL) PARALLEL TO THE DIRECTION OF FLOW. \ EXISTING GROUND SIDE ELEVATION USE CHECK SLOTS AS REQUIRED. AVOID PIPE OUTLET TO WELL J w 70' MIN. � B (OPTIONAL y '0, MIN. J� JOINING MATERIAL IN THE CENTER OF THE BM DITCH IF AT ALL POSSIBLE. 3.36-1 DEFINED CHANNEL PLAN VIEW U) C) (f 10 EXISTING 12'MIN." MIN La 0 o PAVEMENT SOIL STABILIZATION BLANKET (TREATMENT-1) Q VDOT#1 COARSEAGGREGATE B POSITIVE TO MIN. DRA*MUST 0% Z z O No Scale EXTEND FULL WIDTH OF SEDIMENT INGRESS AND EGRESS OPERATION TRAPPING DEVICE SECTION A -A Ln PLAN VIEW FILTER KEY IN 6"-9"; RECOMMENDED FOR CLOTH O ENTIRE PERIMETER 12' MIN. NOTES: 3" MIN. 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. w „ 3" MIN. 2. U IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES FILTER CLOTH SECTION A -A 3.18-3 AND 3.18-4.Uj OP 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 3 18 INCHES. 6'-7" J OUTLET PROTECTION No Scale CE REINFORCED CONCRETE DRAIN SPACE 3.02 O JOB NO. 41864.002 SECTION B-B STONE CONSTRUCTION ENTRANCE SHEET NO. C3.1 No Scale L (PERSPECTIVE VIEW) q1 (FRONT ELEVATION) NOTE: INSTALL SILT FENCE BREAK AT LOW IN FENCE LINE **COARSE AGGREGATE SHALL BE VDOT #3 OR #57 STONE SILT FENCE BREAK No Scale SILT FENCE CULVERT INLET PROTECTION CORRUGATED METAL EXTENSION COLLAR WATERPROOF_ SEAL PROVIDE OUTLET y PROTECTION / EARTHEN DIKE (COMPACTED) PROVIDE INLET PROTECTION �A 24:1 STANDARD FLARED END D 1D+6 SILT FILL SECTION VIEW FENCE `DISTANCE IS **OPTIONAL STONE COMBINATION 6'MINIMUMIF NOTE: SEDIMENT MAY BE CONTROLLED AT OUTLET IF FLOW FLOW IS 1� 0 T 1.5 UPLAND PONDING WILL CREATE PROBLEMS TOWARD EARTHEN DIKE EMBANKMENT (COMPACTED) 3:1 FLOW 2.5' D 8" ID+6" **VDOT #3, #357, #5, #56 OR #57 COARSE CLASS I_ 11" AGGREGATE TO REPLACE SILT FENCE IN " RIPRAP _ _ HORSESHOE " WHEN HIGH VELOCITY OF FLOW III II11I III I_ 11111�111111 CIP IS EXPECTED 308-1 TSD — 3.15-1 SECTION A — A CULVERT INLET PROTECTION TEMPORARY SLOPE DRAIN No Scale No Scale FILL SLOPE stoat, coNSTRucn04 ACCESS -� -; ,L, T -oP EARTHEN RIDGE FRPAVFMFNTH —I II�IIIIII�II�II�IIIII�IIIIII� PROFILE b MN 2'A A, Gs-GAI_ mA.S` IIII011111 11111 111111811111 II IIIII— 111111111 11111 1111116111111 70' M N. 2r ASPI IALT PAVED wnSNRAC< n N * ---- 2% PwFNTJ' TEMPORARY FILL DIVERSION 1 No Scale 'NGS Ex FEND FI,L_ 'h'DTM PCSITVF DRAINACF OF WCRtSS AND EGRESS TO SEDIMENT D El !l !l D !� OPERA -ION TRn=PING DFwcr PLAN i 0 0 0 STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION r VIv.OSSEDIVEVT URPoNAGt TSESIFENCE ATTACHED TO POSTS (PRE -WEATHERED WOOD, IR 2i T A we DswcE GALVANIZED STEEL, IRON OR THICK PVC PLASTIC), AT LEAST 40" ABOVE FINISH GRADE WITH SPAN BETWEEN POSTS NO nL E< cLo II GREATER THAN U ON CENTER. EVERY NINTH POST SHALL SECTION A —A CONTAIN A WARNING SIGN THAT CLEARLY IDENTIFIES THE FENCE AS A TREE PROTECTION FENCE. A miwmun water tap of 1 inch inust be installed with a nritimmn 1 inch batcoch TP 3.38 shutoff vane supplyvro a wash hose with a diameter of 1.9 inches for adequate NO SCALE m0amt pressure. Wash water most be carried away from the enhance to an approi ed settli>g area to remove seclinnent..All sectinrant shin be prevented frmn TREE PROTECTION errterun stormo aa m (has, ditches watermses PAVED WASH RACK No Scale I ERNST CONSERVATION SEEDS RIGHT-OF-WAY NON-NATIVE WOODS MIX - ERNMX-132 f v IIIII r iic i "A _ .RUNG) ::: "•+%: omao� \?4 Source: Va. DSWC Plate 3.25-1 BOTANICAL NAME PRICE/LB 30.00% FESTUCA RUBRA 20.00% LOLIUM PERENNE, 'FASTBALL RGL' 20.00% PHLEUM PRA TENSE, 'CLIMAX' 12.00% TR/FOLIUM HYBR/DUM 10.00% AGROSTIS PERENNANS, ALBANY PINE BUSH - NYECOTYPE COMMON NAME CREEPING RED FESCUE 1.90 TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" PLANTING DATES SPECIES RATE (LBS./ACRE) SEPT. 1 - FEB. 15 50/50 MIX OF ANNUALRYEGRASS (LOLIUM MULTI-FLORUM) & 50-100 CEREAL (WINTER) RYE (SECALE CEREALE) FEB. 16 - APR. 30 ANNUAL RYEGRASS 60-100 (LOLIUM MULTI-FLORUM) MAY 1 - AUG. 31 GERMAN MILLET 50 (SETARIA ITALICA) 8 3.31 TEMPORARY SEEDING PLANT MATERIALS No Scale TABLE 3.32-D SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA TOTAL LBS. PER ACRE MINIMUM CARE LAWN COMMERCIAL OR RESIDENTIAL 175-200 LBS. KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100% IMPROVED PERENNIAL RYEGRASS 0-5% KENTUCKY BLUEGRASS 0-5% GENERAL SLOPE (3:1 OR LESS) KENTUCKY 31 FESCUE 128 LBS. RED TOP GRASS 2 LBS. SEASONAL NURSE CROP * 20 LBS. 150 LBS. LOW -MAINTENANCE SLOPE (STEEPER THAN 3:1) * SEE SLOPE STABILIZATION SEED MIX * USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES AS STATED BELOW: FEBRUARY 16TH THROUGH APRIL.................................. ANNUAL RYE MAY 1ST THROUGH AUGUST 15TH ............................ FOXTAIL MILLET AUGUST 16TH THROUGH OCTOBER ............................... ANNUAL RYE NOVEMBER THROUGH FEBRUARY 15TH........................ WINTER RYE ** SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF FARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU OF CROWNVETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEED MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE ADDED TO ANY SLOPE OR LOW -MAINTENANCE MIX DURING WARMER SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES. PS 3.32 rPERMANENT SEEDING MIX FOR PIEDMONT AREA I No Scale SPACING BETWEEN CHECK DAMS = L PERENNIAL RYEGRASS, 1.85 'FASTBALL RGL' L = THE DISTANCE SUCH THAT POINTS A (TURF TYPE) AND B ARE OF EQUAL ELEVATION TIMOTHY, 'CLIMAX' 1.20 ALSIKE CLOVER 3.25 2 ACRES OR LESS OF DRAINAGE AREA: 2-10 ACRES OF DRAINAGE AREA: AUTUMN BENTGRASS, 14.00 ALBANY PINE BUSH - NY ECOTYPE 6" 6" 3,. 3" 8.00% AGROSTISALBA REDTOP 8.00 FILTER FILTER CLOTH CLOTH 100% MIX PRICE/LB BULK: $3.61 (OPTIONAL) (DOWNSTREAM VIEW) (OPTIONAL) (DOWNSTREAM VIEW) SEEDING RATE: 40-60 LB PER ACRE WOODLAND OPENINGS THE SHADE -TOLERANT GRASSES AND CLOVER ARE GOOD FOR WOODLAND OPENINGS AND PARTIALLY SHADED SITES. MIX FORMULATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE DEPENDING ON THE AVAILABILITY OF EXISTING AND NEW PRODUCTS. WHILE THE FORMULA MAY CHANGE, THE GUIDING PHILOSOPHY AND FUNCTION OF THE MIX WILL NOT. SLOPE STABILIZATION SEED MIX S I RIPRAP 3.20 v � CRAIG W. J. KOTARSKI > Lic. No. 0402048507 09/09/ 1 9 '�vE M E 0 o N � N C > E w v E w w 3 Q . o 3 p U. w 0 m O' W L M oo J a� M W —N .. m 00 (7W NV W M 30V)x oa =LL U-) _ N N =v>U1 ~ c Ui 0m N � M a � N z 0 z O a U V to w 0 z O to w olf t�13 0 DATE 8/26/2019 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY C. KOTARSKI SCALE N/A O �H■/1�� V) z � I X o w Q I_I_I a o ,0/ z clL < J LU 0 0 Z o O W U J \/ LzW i a W LL a LU U o o Q z z Q o (uu) p I� LU W J L JOB NO. 1864.0 SHEET N0. C3.2 EROSION CONTROL LEGEND ' ' ' \ Sediment Trap design drainage area (acres) (<3) 377�--- 1zLIMITS OF CLEARING AND GRADING DC DUST CONTROL 3.39 - ' - s ` '\\trap WIUmeS: CREST OF STORE WEIR OUNDRAINAGE DIVIDE AREAS STEEPER THAN 3:1 TO HAVE 3.36 _ _ _ _ _ \ \ \ / elevation (ft) area (so volume(cy) 2Ae°N0 _\- _ _ - BM SOIL STABILIZATION BLANKET \ N \ ` I I I r I 526.5 812 ` RI• SOIL AREA DIVIDE TREATMENT -1 AND STABILIZED WITH _ \ \� \ \ \ 1\ I \ /I ` I 530.5 2000 208.3 SLOPE STABILIZATION SEED MIX _ _ _ \ DRY STORAGE _ _ _ _ � - - p \ \ 1 I \ \ \ I \ 533 2950 229.2 l \ WET STORAGE SAF -SAF SAFETY FENCE 3.01 I 1 I y / / , / / _ _ _ - _ _ _ _ _ \ 6'- \\ \ \ / \ ` - 1 \\ \\ \ \ \ � � GLTER GLOTR oraDo aR.i __y / I l ii" ♦ / / - \ \ \ \ g -SEE RUTS 11}1 CD 4CF, "TES CUSS I RP \ ` \ CE CONSTRUCTION ENTRANCE 3.02 wet storage: wet storage required (cy) (67*DA) 201.0 _ bottom of stone weir (ft) 530.5 SF �� SILT FENCE 3.05 / / _ / / / \ ` ` I 1 - - / / , I � _ _ _ , / r \ \ \ / I \ \ \ -wet storage prodded at this elevation (cy) 208.0 *"coarse aggregate shall be V DOT #3, #357 of #5 � \ \ ` \ ` \ \ ` \ \ ` �\• � 572- \ \ \ \ \ \ \ , ` _ _ slope of wet storage sides 2:1 SUPER SILT FENCE 3.05 / / / ` ` \ \ \ \ 1 \ weir length (ft) (6xDA) 18.0 ' - 574- \ ` \ ` ' ' dry storage: bottom of trap elevation (ft) 526.5 \ \ \ \ \ \ \ \ \ O ® ' ' / / - / d storage required c 67*DA 2010.bottom try dimensions: 28'x29 \ \ IP ru INLET PROTECTION 3.07 T \ - ' / ' ` ` ` \ / \ \ \ \ \�\ \ \ ` \crest of stone weir 533.0 top of dam elevation (ft) 534 \ o o _ _ - _ dry storage prodded at this elevation (cy) 229.0 top width of dam (ft) 6 CIP ® CULVERT INLET PROTECTION 3.08 ` o_ ' / �`/ / / _ _ _ _ ` `\ \ \ \ ` \ ` \ ` `\ \ \ slope of dry storage sides 2-1 top trap dimensions 60'x60' / -576- - \ DD DIVERSION DIKE 3.09 578\ \\�� \ \\` \ \ \\\ \`\ \`\ \\ _- _ \ SEDIMENT TRAP FD TEMPORARY FILL DIVERSION 3.10 No Scale O ) / / APPROXIMATELOCATION 4111�\ CLEAN WATER DIVERSION 3.12 / 8 OFEXIS�Tl(VG SEPTIC\11 \\\ ENVIRrrO-KEANONY\TEMPORARY SLOPE DRAIN 3.15 \ \-F7EfD PER L,ANS FROM \ \ \ �\\ \/b VDM OMPLE�E'�$ JANUARY 08, 08OUTLET PROTECTION 3.18\�/AP CHECK DAM 3.20 dto 'CIS Im TEMPORARY SEEDING \ \ / / Q 0. PS PERMANENT SEEDING 3.32 1 ' 10 SSF MU MULCHING 3.35 TP / /y - TP TREE PRESERVATION FENCE 3.38 / TAX MAP- \ \ \ / / 03200-00-00-006R0 \ I .. 11 a � \ \ , ' / g' UNIVERSITY \ \ \ \ 1 \ \ \ I I / , / , / / l I l I I I I I 1 1 I I I I / ( 1 /� I P / / $ O VIRGINIA I 5 \\ 1 1 \ II p2. ! / / ATION ( I \ I , , , PROXIMATE LO A�N� I I I I I 1 \ / / / / , ' / ' / / / / / , I I I I ,` 04 DES712-325 I / , / I I 1 I a //- 5 \ F EXISTING SEP l IELD / I I - - - - - - l� \ D 179-222 - - - - - ' ' / / / / I I I I 1 \ , /, / \ I I I / / / / / / / / / / / ` \ 43&244 / / ,--- - ' ' / I I I 1 \ -� / DD / / I I I 1 I 1 �I 1 I I I / / / , / / / //' •Yy /N'D�' ' / ' / / I \ 1 I 'I'_ , / \ TS DC\\\ I \\ \ PLAT / , SSF l I I / I I ' I I I / / ' '-------- YP. / / / / / ' CE -� \�� _`\ \ \ `\ /rJa6' ,' '' / /' I / l l ' / l l I l l I l /�/�_ \\\\ \\\ AFTEF�INSTALLINGOUL/E T3/ --_,, /' PRO RE EXCAVATED SUMP \ \\ 'AND GLEANNVA�ER DIVSON/ / / // / / / , a 6 /'� 5 /*TS \ / / F / / 5� 524 522 20 8 DC _ W 0.5 CUYD OF , \ \, `\ \ \ / h / / / / / /' / / / /SEDI ENT T P 1 $E DET L 'y {WIFiST 'F£IPRA(! / i / f iyy Wywcr�WyWyWWr•WWyyyv\y r - TS DC \ \ \ \ \ \ / ' / / / , / RAI GE RED\ 3 E5 / / / I / *ID li2 7 40.61 , / W r• ,• r• y y y - _ _ / / \ \ VC ME. GRAQE \ \ \ / / / / / / PI / / / / S / MAX. DRAINAGE AREA TO / / / q�; / ' ' "• r r r l .� W \ \ CO STUCTION ENTRANGE \ \ , _ SEDJAAEI�T #1 IS DELI�IIEATED / ' / / / / / / TO OF Ar%4 53 00 ! / ' / ' / CD ` \ D WASH RACK SO THAT ` - \\ \ \ \ _ _ _ - ' / % , / / / / T ' g �' l / LENGTH = y0' I iyy CD ` \ / 2 '�Y DASHED LINE, A1VD TOP / / 0 _ _ - / - \ AS ATER DRAINS INTO, \ \ /'S6 / / OF CWD 06 ) / / / BOTTOAp OF/ RAP �526.�0 / h�. /'' DEPTH =�4" LIMP AREA \ 1 \ \\ � \ \ ' / � SJ� / ' / / / ' ' 1 I / a N yS /\ / / ! / � •L y.Wm TP 7<'/ / .518/ ��'/ /// LIMITS OF/'' /'/ i / /// �, m"ya/ \ SF ` \ _ _ _ ` / \ \ \ , ,�6 - /! / / r}tSTURBA'NCE 9 / , / ) �� to I I I I 1 W m y/'�• y,/y, 3-2 \ �` / '6 / 1465A�R7S _-' _/' _ ---'/ h� y / I I / / CWD1" TS DC CWD / �' x /514 / / - /' %, I / / / ' - \ '� /l l I I 1. *iIJX - ttT-FENCE ` / / 12 i / /' / ` / ' / _ / ` - IN$TA�'CStVERT 3-TO /5 ,510 - 565' / 666y64, Z/ - J / /� / / 6'/ /i BREAK (TYP.) \ \ \ \ \ 47 ,\ I \ \ \ ,� / 56 660 y0 6' - / I / /t/ WATER.- ` \ \ \ ` _/"`�•/ /' // / /' /' \/ / // / /, 55--''l/ / �/ I I \`\ ( i�R/Wy'W�� _ SSF ` _ ` r /____/ / CWD'/ /-- / /' S LTYPE., i ► I II� m WWyWi 1�,� DD \ ULV I , /31 _530 - \ \ \ \ ' - MAk. DRAINAGE AREA -TO C D ST1 534' f2A /' f r ' ,' \\ \1 /'SE9tMENT021SDLeLINEATED \ TS / / / / / / / / , / / / / / / / / / / ' I DC \ \ ,SHED L C 1 ' / // 'OF CWD DD (TYP.DTOP Now I \/ \ / `/-' - \ ` \ `' _� I I I I ' \ \ \ \ 1 I ' / ,' /' /' / / a*•a .a. _�' 'S - �,) CWD / - - -- - - - \ \ l \ \ \ \ \\ SF- \ _ _ / / / ,' ' / ` / _ \ \ , Q-CONZF(AACTOR.3HALL IN]STA'CL PUMP -AROUND )1RING BOX CULVE¢T INSTALL/�TIOrd.- \ lq aP� ` `\ ` I / / / I I ' / /-WW yWW TS DC ' _ - 6 * / / / / \ \ \ n s y y W y _ / - \ \ y / // / / ' PPRO�IRAT MBA URES SHALL BE TAKEN TO 644- 10xQ5' OF1 / J / /, fTRCTyWATER FROM�LOWING INTO�I-IE - - ` CWD / 548 546 r542 / _ - �/eOT CLASS 11 \rW / / / / / CULV �T CONSTUCfiION AREA, ALC RIPRAP WW ' / , / PLINO L ND'6EV&G&& W MARTERIAL SHALL 151�u�T / / ' WWWW TP - _ ' "5 \ 46 'Q4" DEEP \ /WW_� . / / / / ,� STED WITH EF20S`ION CONTFEaL� ^ - 1 h� h6O yh� �6/ hp' �' / / �7� y �L ° y y� 43 4)CWD _ / ' 548 / \ ` \ \ \ 4y"•7 / // WET N[)y5 MEAyS�J S AS AP�ROVED BY THE E£S INSPECTOR a a y v'' _ - \ \ \ \ y y4% /' ) / / / .rJ /, - AFTER CULVERT 3 TALLIED _ W W ' / / / / 6 _ I \ W W / / \ \ ,I 1 / / / I / / / rW W W W W W W V / 5 , / / ' GF2ADE�ERMYBOTTO Fi 'FUTURE FILL SLOES A1�1D ITCH. W'/ I IDIATLi`STX LIZE FO_R� N 554 V, , i \ I \\\iii / 'Y 'r• W W W W W W y \ \ / / � / / I I / � / / / / / / � ' / *• W W W\W r• r• y-.E y / / WATER 9JV1SICNd iCjCUVLER /\ • \ \ �1 / / / - � � \ i > \.� / / / I \ - / / -I / / / , / / / / / / / / \ - / t / /�WyWy,Wy,WyWyWy, ♦Wy.WmW / / _ _ - \ ` \ / _ 1 / / 660 - �. --556 .yy. W W W W W W / _ \ \ / WETLANDS ,TJi��:52�ii - - - - - - - 74P32\ \ \ / I 1 / 1 ,/ 65B `\ NQRTHSIDEDRIVELLC l I l ----_' -560- `\ `PB35k-599`\ I--' ---564 \\ \I I /' /' 1'/ ��\ \ ` / / ! \ / \ \ `\ \\ �\ `\ // � 1 // / // /� \ f / /-562 \ \ / / ,---566 \ ` 568 564 TMP 32A+B-11 LO/T 11, BLIOCKB CLOVERS AIRPpRT ACRES 670 \ ` N3ETREES� ` `\ D8350-19BPLAT \-566 _ \- / / // / NAD8�j 1\ \ SCALE 1 "=50' \ \ - ' - ✓ _ /0 50, 10 \ v cO � a, CRAMG W. J. KOTARSKI > Lic. No. 0402048507 09/09/ 1 9 '�vE CL O ce c9 z O a U U (n w 0 z O U) w of F 0 DATE 8/26/2019 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY C. KOTARSKI SCALE 1 " = 50' z ,0 V / W I -I XLU W = 0 a 0 0 z > 0 W 1-- U ` z >� o Sz w L J Q � �r 0 w 'LU QV / C) a U o C) O z w Q �I W J JOB NO. 1864.0 SHEET NO. C3.3 L Sediment Trap design #2 /' , _ - - / / / / 1 / / Sediment Trap design #3 EROSION CONTROL LEGEND / - // / / I / , 1 1 / +• vWvaLc 1 / ' '' //' ' / I 1 1 I 1 i ��.i._tI drainage area (acres) (<3) 3 drainage area (acres) (<3) 1.8 LIMITS OF CLEARING AND GRADING trap volumes: CREST OF sroREwE+R / / ' ' / 1 I I / I lWra ORGIN& '°"L"gE / / / / / _ / I I 1 I 1 / / trap volumes: ORCIN& CREST OF STONE WEIR .y,b,,g�• elevation (ft) area (sf) volume(cy) EHo \ / / / 1 I / / �� 1 O (� (y)RD \ O / I elevation ft area volume(cy) c \ �-1 I v G✓ 1 / I / / / 11 I I , I/ I 488 600 a Z DRAINAGE DIVIDE 487 2000 I / / 489.25 3100 212.5 , I l I I I I 1 / I 1 CRAIG W. J. KOTARSKI > i DRY SToaaae - e vu vaT' , / / / 491.25 1575 130.9 DRY STORAGE SOIL AREA DIVIDE 491 4100 233.3 I I , 1 !/ / / / / / / I I I I /' / / I Lic. No. 0402048507 " / / 493 2200 122.3 " OI °Ef vd� 09/09/ 19 4,a' wET sroRaeE I / / / / / I I / / / / SAF SAF SAFETY FENCE 3.01 STOFATEO) - `l // (otuwnEo pl fig, O 5C} I,NX / / / / WET STORAGE /p FLIER CLOTH OfROnn / / / 1 `' IA1R I \ T p� / Fl1FR CIOTH ---AL NO I ! tYAL c .^ , I , // // , \ / /s / I I I I I 1 1 , , ` GwHO ^ \ /� EL�/ / ELEV t3/ p 41 CE CONSTRUCTION ENTRANCE 3.02 wet storage: -MEP ,.+}+ , GGREW E� Uss ,o, I / / , / / I - - -� x'1 I I 11 11 I i I I\ \ \ \ \ wet storage: ,SEE a TE ,.,,-+ COARSE �RewrE CLPSS I RPR.P � � - wet storage required (cy) (67*DA) 201.0 / / 1 / // ��'V�(y'�W bottom of stone weir ft 489.3 / y y y Y W W\ I I I 1�4 \ \\ \ \ \ \wet storage required (cy) (67*DA) 120.6 © !. p p O ■ O l / I 1 y`y`yyy" ' - 1 1 1 \ \ bottom of stone weir (ft) 491.3 SILT FENCE 3.05 I / / \ \ .. o - _ ^ E O wet storage provided at this elevation (cy) 212.0 **coarse aggregate shall be VDOT #3, #357 of #5 / / / / / I yyyyyyyy yyyyy 1 1 1 \ \ \ \ wet storage provided at this elevation (cy) 130.0 coarse aggregate shall be VDOT #3, #357 of #5 , _ - - g I y y y `F y V\ y y y slope of wet storage sides 21 / / / / I yyy y y \ y y 1 1 I 1 \ \ \ \ slope of wet storage sides 2:1 SSF �m SUPER SILT FENCE 3.05 weir length (ft) (6x DA) 18.0 / I 1 / I / / yyyyy yyyyyyy Ayy/yy 1 I 1 1 \ \ \ \ \ weir length (ft) (6x DA) 12.0 E d storage: bottom of try elevation ft 4&7 / 1 I / yyyy- yyy yyyyyy yyyy 1 I 1 1 \ \ \ \ / - _ dry g P () 1 �� d storage: bottom of try elevation ft 488 / _ _ _ w v E ro ® dry storage required (cy) (67`DA) 201.0 bottom trap dimensions: 2VK101' 1 yyyy yyy y y \ \ dry g P ( ) I / y y y y y y y y y y y \ 1 1 1 1 \ \ \ dry storage wired c 67yDA 120.E bottom try dimensions: 15'x30' © o � _ > � 9 q (Y) ( ) p r_ w m 3 z IP A f AIL TEMP F�' EVLkAJb�� \ I 1 1 \ \ o - / - ` v w 3 O INLET PROTECTION 3.07 crest of stone weir 491.0 top of dam elevation (ft) 492 rr 181' BMP0 ySLt1P'E`DRA t \ I 1 1 1 \ \ \ \ crest of stone weir 493.0 top of dam elevation (ft) 494 0 o a LL V 3 w dry storage provided at this elevation (cy) 322.0 top width of dam (ft) 4 1 '�^�,,� y \ \ \ d storage provided at this elevation c 122.0 to width of dam ft 4 - _ d , - _ O LL o I I I I ICUL y y9�c E �N 1 11 \\\ \ \ \ dry 9 P (Y) P O _ - p w O m CIP ® slope of dry storage sides 2:1 top trap dimensions 40k 110' I INTAIN A 1 1 1 \ \ slope of d storage sides 2:1 to try dimensions 40'x60' - 6 ` = M CULVERT INLET PROTECTION 3.08 O O Q/1A I \ \ \ \ P dry 9 P P / O ¢ _j v 00 Z OV O + T OF Lq % IMMEDIATEL I 1 1 \ \ \ - - ST2 3.13 u 1 y \ \ ST3 J ~ ~ ~ ~ DD DIVERSION DIKE 3.09 `la, I I STWBLI�E y la 8 BELOW -TOP OF \ 1 \ \ \ \ 3.13 ` / '� - j o N w w w w \ \ / z LU„ a E E E E v I 1 1st�OrS /C CTOR�6IN LL \ \ \ \ \ /' % / c� w M a g g g g a `�\ SEDIMENT TRAP 1 � U 0000� SEDIMENT TRAP \ $EDIM� y I s \ x w FD No Scale - - y / \ \ \ \ \ No Scale \ f3 O /1 N V V V V d TEMPORARY FILL DIVERSION 3.10 1 \ \ \ \ , 5 p z \ 1 1 \ LS, AT COUN \ \ \ / / qLL � � LL w I \ \ \INSpoCTT CTION, IF NEEDED. \ \ \\ \ \ \ \ \ \ \ m , \ _ / ' < a a a a C11 W CETOTSDMAYBE \ \ \ \ \ \ \\ \\ \ \ \ \ s \ \ \ �\ ° \ �\ - - /' / T \ �v >� 0 00 MM � CWD CLEAN WATER DIVERSION 3.12 ` ` /^ \ / \ \ \ \ \ \ / \ \ \ \ \ \ \ x n O / CONTRA�GTOIi,SHALL INSTALL PUMP- N 1 \ \ \ \ / SUFFICIENT. \ \ \ \ \ \ \ ` �` \ \ \ ` I C \ \ ' / / \ f Tn En uw) En V)i LU \ \ \ \ \ \ \ \ rn > > > > W DURING BOX CULVERTTNSS6LLATI0�1•.. w w w w w Q TSD \// // _ TEMPORARY SLOPE DRAIN 3.15 \ APPIROP RAT MEASURES SHALL BEE I \ I \ \ \ \ \ \ \ - \ TAX MAP l \ \ \ \ 1 \ \ \ \ \ \ \ \ _TO RESITRCT'WATERFROM FLOWIN IN O / I I 1 \ \ "\ \ \ SOIL TYPE \ \ \ \ \ \ \ \ \ ` \ \ _ \ \ \ \b / / ,y, 1 o w o THE CULVERT CONSTUCTI�R A AL / I \ \ \ 1 ( \ \ \ \ \ \ \ \ p 03200-00-00-006R0 ip I o H V) I Vp T 11�-1 I� OP OUTLET PROTECTION 3.18 \ `/ 1 �PUMP;AROUIND EKES AND TERIAL \ IQ F \� 1\ �/�/ \ \ \\ \ \ \ \\\ \ V ` \ \ \ \ \ \ UNIVERSITY OF I / / 1 > \ [iE1/ I / MINI D �\ 14\0� \ \ \ \ \ \ \ \ \ \ \ \ \\ ` \ � ` \ \ \ \ \ \ \ \ \ WgG1NIA I � 1 \ ,I , _ \ �FIALL BBB�'FNSTALLED WITH R ION I / MINI +D 2 -\1$' \ \ A \ \ \ \ \ \ Al_\ \ \ \ I \ \ s\ T OF FOUNSA7`4PNCHECK DAM \ ` - _ _ _ ` CONTROL MEASURES ASAP V€D BY THE / I I MIN. LE(v IH $2t \ \ \ \ \ \ \ D \ _3.20 / \ E-1C R413P€TOR. / I I I p �4"\ \ \ \ \ \ a . ` \ \ \ \DISZUNCE� \ \ \ \ \ \ ` \ DB 2712 325 - MA`X. DRAINAGE AREA T 1 1 I =O TS TEMPORARY SEEDING - - - - _ _ ' - _ _ \ I \ , \ \ \ �\ \ \ \ \ \ \ / \ \ 1 \ - \ P� \ \\\\\ 14�5 RES `\ \ \ \ \ \ \ 2 3 21Y91222 IL P EDI�(IE\VT#3IS DELIN�T I \ O 3.31-\I 243&2414P YDASH LINE, AND T\OP _ \ CONT TOR SHALL INs1rALL�\iA +ROUNN OFCWDO \ (TYP.) O \ - _ �\ _-URING BOX C�ULVEIT INSTALLATION. PS PERMANENT SEEDING 3.32 _ - _ _ _ _ ` - �� - �INSTALCTEMPRE6,I�Rl� FILt- APPROPIRAT MEASURESISH�4 BE Fr EYV\Tb � rn rn rn rn / / > OC) � D)VER810N TO 1&'ZEMPCPARftL0PE\-RESITR T5\ TAR F OIv1 FI WIN IN O\ - - - - ��s \ \ \ \ \ \ w o 0 MU MULCHING 3.35 - - - D II THtt7LVER) INLET _ / \ \ ` \ \ _ \ \ \ / i ' E S CWD _\ \ ` \ \ \ \ \ \ \ s \ > F N N NOO __ S(luV�ik NS C ION R A L A _ \ \ _ \ - --- L Ih \ \ \ SSF \ _ \ \ DC _ _ / / / U o °�° In Do rn PRQTECT IV�MAINIA AN RAISE_ \ \ P`MP-A DIE EICE Atv D\M R I21 L 1 \ ` ' �(TYP. \ \ \ \ \ \ \ \ TS _ _ - _ / / / I Q N N N O M€ASI�R) QII/ITJ3 TC)P QF F LSZOPE.\ SH STALLED WITH ER�� QN / / \ , �1 / _ � \\ \ � � \ ` \ \ \ \ \ \ \ \ � \ � - - - - - _ - - _ - `_ _ / / / / 1 r z m To TP - TP TREE PRESERVATION FENCE 3.38 - `' _ _ \ ` \ \ _ _ _ - _ _ \IMMIEDIATELY STABLNZEAL�L AREAS - \ CQNTROL MEASURES AS ARPROVI'4 BY\�FIE \ I /` 1 // / ^ 1 \ \ \ ` \ ` \\� ` \\ \ \ \ ` \ \ \ \ \ ' _ _ _ , \ - \ / / / \ \ - / / I \ \ \ \ "s \ / w DATE BELOW TO -Q SUOPE.LONTRA6T-0 ` - - - 508 _ _ _ /ESC INSPECT �� \ � p Q FD \ \ \ \ � \ \ \ ` � \ \ \ ` . ` \ - _ _ � , � �O\� - - \ DC At DUST CONTROL 3.39 - - - _ _ _ _ _ - - �TO'INSIACLSEDtM€N-T-TRA��PIIV_G \ \ ` , ` ` y \ ` \ \ - - _ _ _ \ ` , ` \ _ _ _ _ /I 812612019 \ \ \ \ \ \ 2` Q y .r l 1 \ \ \ \ ` \ \\ \ \ \ \ / / / D TREAAQ LTYP.y - _ - _ - \ , _ ASU �S-AT B-OUTIEALLS, AT_ \ \ DENSE TREES \ \ Q �8 y y y v W \ \ \ _ _ - \ \ \ \ ` \ _ - \ \ I O AREAS STEEPER THAN 3:1 TO HAVE 3.36 \ _ _ _ - \ \ _ _ _ _KI ` - \ \ ` ` ` \ \ \ \ yy \y 1 \ \ ` - - 1 \ \ \ \ \ ` \ \ - \ \ \ p / \ } DRAWN BY BM SOIL STABILIZATION BLANKET - _ - - - - - _ - ` \ \ \ \ g :�ir�>+` ; \ \ - - \ \ \ \ 1 1 I I \ r . PROWDt< EXCAVATED SDMP- CE 7yrP O - - _ _ _ ` - _ _ D13D�EE�TON IFIVE&QEID CIP AT ��\ \ \ I �„ ` \ \ _ \ \ \ \ \ \ \ - %aRYA\�VhTFlOT� EUYD OF \ O A. MABEE TREATMENT -1 AND STABILIZED WITH - - - 48 -E TR�NCET( -T- Db- }AY \ - _ \ \ \ DC \ - \ \ \ \ \ ` \ \ \ SLOPE STABILIZATION SEED MIX _ / ` - - - - - - - _ ` 0 \ \ \ \ ` �'\ \ DRAINAGE TS \ �\ SSF I \ `, /� \ \I \ \ \ \ �I \ \ \ \\ \ \ \ \ - _ _ _ _ - - - - - ' - .V�Lht1E GRADE` \ TS / \ OT CLASSY RIRRA - - - - _ SUFFIC�ErdT- _ 1 - \ \ \ \ \ \ FD \ \ \ 1 \ \ • DESIGNED BY \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I 1 ` \ \ �\ 1 \ \ \ \ \ _ _ - - - --ANDWACTIQN ENTRAATHAT \ \ \ DC \ \ \ \ \ 1 MtN- WIDTH 1 = 7.0' - - _ \ \\ \ ` \ \ 6t�LVER\T IN'F , \ \ \ \ \ \ 1 \ 1 \ \ \ \ \ - - - AND WASH RACK SO THAT \ \ \ \ INSTAL CULV �t� \ \ 1 I \ ` \ \ \ \ _ _ I 1 MIN. WIDTFi2=21= - - _ - \\ \ IE \ \ \ \ 4 \ TS DC \ \ - - - - - - WASH WATER DRAINS�MITO / • J. SHOWALTER M LENGTH = 20' - - _ _ _ \ \ \\ \ \ OTECTION T(S' T(J BY S CD N\ \ \ \ \ 484 48 \ I \ \ \ \ \ \ ` - _ _ - I I �l ` - - =, �\ \ \\ \\ \ \ E MAIN\TAINED , \ , 1 \ \ \ \ \ _ _ - \ \ S MP A 1 1 1 / / T il d� \ �\ I \ \ - - \ 1 / _ - _ • CHECKED BY SSF ��• \\ \ 11N,TIL�` MA ITY s / \ \ \ 1 482 \ \ \ D�j 500 TS DC -DE 4^ \ OFF frE AITE \ \ \ \ / �/_ 70- _ - _ \ . \ \ \ \ \ \OF � \ \ \ 1 1 \ \ \ \ 1 \\ \ \\ \\ 496 , '�'r i \ \ \ ` �OPF�RATJON"RE \ v I�I \ \ \ \ 480 , I \ \ \ \ \ \ \ \ \ I r\ \ \ / r , Y I • C. KOTARSKI 47p _FD \ \ \ \ \ \ \ COMP ETE& � ' / \ \ � _ - - ' � • SCALE \ \ I \ \ \ \ 488 - --- +_- \\�\ \\\\ \ \ o II 478 \\ /9 \ i \ s \\ • 1„=50' \ \ \\��\ s I 1\I�\\1\\ 15�b0// \ . . I I 30 36� 5R 474- \\ \\ \ \ / / / I 1 yI \ I �\ \ h\\ 6-- \ \ \\ \\ \ / / I SD \ / \ ST3 \ I \ \< I / / / /SEDIM NTT SEE IS T_AlL - - , _ �'+ \ \ o. / l y I / \ l 1 i i � � � / I I 1 y476 FD 1 / T J � � - 1 \ \ \ \ \ \ \ - / / / /I FD .\ 1\ \ \ \ \ � / SSF DC AA / r / / \ ' l I \;• +,rz,•rr, p\ \ 9 r / ' / / SILT NCE OF D/CI * -O(T - _ _ _ DC I / \ \ \ \ \ \ TS \ `y ` _ _- r r ' / ' SSF / € \ - \ I/IB � QF'TR /'4��00 \ ` ` SSF \ TS \ \ CULV p \ \ \ \ \ \\ \ \ ` \ \\ \ \ \g 96` ' / / / / / SSF / y :/ / BREAK (TYP.) S3 DI DETAI P y l II \\ � , \ \ \ss I • � ' JNS%QLL CULVERT \ 6 41 r \ \ \ D INFiG AREA = I (1 ` \ __ O // L`TFEtJ r // 1\ ' 6.` \ \\ \\ \\\ 92.\ - // // ///,r// r / \ RE<>tt Tl'P _ \ tO BV4S8CLEAN \ \ \ \ \ \ / /,/ // / r / / / / IN ALL TEMPREOAR�FILL' I TOP O DAM �// 492 / / �� \OFFSITE A� R. / Al I \ B _ _ - - - ' ' - - / / / _ W \ ' \ \ / / 4D D E�SION TJa 18"' 494.00 FD \ \ \ ` TEMPORARY SLOPE DRAIN I BOTTO p1� OF TRAP _ L l / 1 I IbSSF \ \ \ \ 2 \ v8 ` - - - - - - - ' - / /� 1 / / / / / rTH-CULVERT INLET _ _ / 488.00 - - - r / I � --�-_� \ \ \ \ SD1 \ \ / /jam? / / \ \ SSF \ 0� _ - - / / RENS W)EES / ROTECTIOIV. MAINTAIN AND _ - - - - _ E3 0 - 1 l / / p°� / - / \ \ \ \ - - / / ix� i a a p o ro / / TLAND_S RAISE MF�SURES WITH TOP - _ �_ /LU , g R / / 0 / _ _ \ \ \` DC \ q6 8 _ ` _ - - -OF FILL SLOPE. \ `� i i /// a i / / / tk f TS \ \ \ \ \ 41 / / 1 m ,� , - o-gz I --I / A / 9 10 // \ \ \ \ / I 1 / - L / ! i / ' - ST2 // �s 21, - // \ \` \ \ \ \ \ \ \ pC qg \ \ IN LEL TEMPREGARY RyL- / / // / I I I / I / / ' _ - - ' �IABLIZE ALL AREAS BELOW! I / o \ b \ W / / I r( I�/ 88 / ( \ / / - - _ \ \ \ \ \ \ \ \ D IOh}Tfl98 �EMrf06lARY� I I I C7 / - - - Ln /i/ / \ \ \ l I I I I NQ T Ito f RIPRAP / �IOP Of SLO�E,CONTRACTOR DRAIN WI -CL1C ERf � I X \\` /� - \ \ \ \ \ \ \ \ \I _PROTECTION- MAINTAIN ' ' / / I � \ \ 1 1 I I I IVI/I T � 6 - - - - -"�5 W� TO�ISTACL $EDIMgI�T / � `\ EAS Q / LU r, 0 ' / /_-_-__ \ \ \ \ 12 \\ \\ P�� /� \ \\ 1 \ I I �34 , ,TRAPPffJGMEA URES�ZTSD / / / \ _DB157 _ p9 / �' /' 6� \ `\ \ \ SSF \ o� ` \ �A�N,� RAISE MEA-5URES WITH � / � \ \ \ - � � \ OUTFALLS�AT COtl TY ESG / / / _ Tl9PbF-FTLCSLOE? i - \ \\ \ \ \\ \ \ \ v v �i \ \ \ T p / DE '-`8 \ INSPECTOR DI�CRECTI N, IF y 9 \ \ \ \ \ \ \ \ \ \ \ \ \ Tr 6- v DIATEL7(8TABLIZ L,- 0' \\\ Q /• / / / / ' / \ \ \ \ \ \ \ \ \ \ \ \ ` ` u > 8 \ 1 'Q / \ . � \ . \ \ NEEDED. CIP AT E�NTRANGE Q - - ,- 6' REAS BELOW T S � - \ TRACT\ \ \ \ \ O \ \ \ \ \ (' - / \ \ \ \ \ \ \ \ \ -I - \ \ ` \ ..� \ `TO TSD MAY �E SUFFICIENT \ \ \ \�450,CEDIMENT� 1 `I/ \ \ \ \\ \` \ \ \ \ \\ \ \ \ 1 III I I - - - / ' '� \ \\ \ \ \ n�A9?OYDOTOLAtSTIfR\ �STRM\ \\ \\\``\ i AS�`OU��I C S E \1 p� \ /1 1 \ \\\\ �\ \�`�`\\\\\\\\\\ // i \\ l ra; ; z r/ //' /// / //// / /�-\\ \\ \ \� ��� Q \\ \\\\ W 11,H�30\\\\f\�R\ \ \\`` I ! �- I \I \\ �� \\\ \\ \\ \\� ` / O /� Ip \ O NE I I 1 \ \ \ s6 ` \ OTS BE IE\ \ / �\I I�� \�\ \\ \ \\ //' \ �I\ DEPTH �6"\ \\\\\ \ \ CIEN �`. \ \\\\\ \ \ \ W U \� ♦\\ \ \ \\ \ \ \ \\1 II 1 I I, \-- /o-�° // \ \ _ 1 112 U / D NSE 7 REES \ \ \ \ \ \ \ \ \ \ ! I \ _ o CENTER FOR / ULU 5p0'' / //' / /// /'/ \ `o \ \�\111 IIIIII\\ \\_ ---- z \ \ _ _ \ I APPLIED J 1 1 _ � � w ------ - BIOMECHANICS cC DENSE TREES \ \ I l--1 Q CIA \\\ �\ \ ` \ \\ ` \ \\ \\\\\ 1 III 11 �`�\ l', / ?� r--- / \ ���111 \ \ \ \ / \ \ I / I v / ('. \ y �\ \ + III f3 I 1 � - �/ / / \ � � III I / - - - CWD �- -__ \ \ \\ \ \ \ \\ `� ``�\_ -�\ \ \ \\ \ \\.♦ \\\ \\\ \\\ \ �\\ (! �„}ti \ 111 I --___ ////�'�b�r-_-� /-�\\\\\\11 I IIII / OBENS TREES\ WlS & \ \ \ \ \ \ \ \ \� \ \ \ \ \ \\\AP q2, P CEL 19D 4`�\ \\ \\ \\ \\ \ \ �\ \\\ \ \ \`\ \`\ \ \\\\ \ \\ \ LOTB9.1 ` i/ �/ _ W NIVERS YOF VIRGINIA FOUNDAII(ON/ -- \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ I .�1 \ \� -D.BL3851,PG. 182- \ \ \ \ \ \ _ blL\TT 1 I \ \ \ \ -'� / / ---_ \\ \ 11\ ` 11\111\ D.8.1514,PG.667,PL(IT�\-' �+,/./ %/i'/i' - v� \u y I� \. \ \D�ISEJREES / \ \ � \ \------- ---- � �I -- -- --' \ \ \ \\I\�� I _ ---_-� ��'�` LU 460- \ ` 1 \ \ \ _ ; - - - - - - - - FtAb 83_ - _ -- /--- -- \ \ \\ \ \\ \ \\ \ \ \\ \ \ \\ /////-�� `\ 0 5Q' /'�'�0 .- _ JOB NO. - 542 41864.002 -544- \ \ \ \ \ \ \ \ \ \ \ \ / / / /� / / / / / / , I I /S�- - - - - - - - _- \\---------- \ \ \ \ \ \ \ \ \ \ \ \ \ / I I I I ' - - - SHEET NO. L I - .v EROSION CONTROL LEGEND \ / / / // / / � / ��• __,-/ _/_-' / ,/ .-\ ` \ S I I l / / / // \ I I l I I '\ ` � � \ \ , I \ - __=\\`/\\� ,/TW 32-6 LIMITS OF CLEARING AND GRADING VNIVFRSITYdF I1 I IIIr�•W.W� °I /./. ' // /'\/ ' ' ///,/'' //'/ / ' \ `S6, _ \ `\ \ N \\\\ \ —\ \ 1 \ I I lI\I i \ 1 i,1 \ ) I � \/ (\ I\ 1 \ \V(` \/ylA/ DRAINAGE DIVIDE /FOUAVDATIO- nIV\ __ \ \ \----- -- _- -- -- DB 2712325 O°R 7nI> SOIL AREA DIVIDE Db180B-682,-084 LC?No. 0402048J0 T / /_---_ PLA09/09/19 ' �. SAF SAF SAFETY FENCE 3.01 / ' 1 I I �'>/ / ' _/ ————————— — — ——-- G \ \ / -- `I \ 1 \ \ \\\\ --_--- \ �• \ `\ ` \ 1 I `—___ / ____—\ \ \\ \\ `\ \\\ �' \ \ \ I \ \ \ \ \ — — \ ` — \ \ \ \ \ \ `\ \ \ I I 1 1 / i_ / / _ \ \ \ \ \ \ \ \ \ \ \ \ \ ANAL CE CONSTRUCTION ENTRANCE 3.02 SF SILT FENCE 3.05/ / / / \ \ ` --__` \_ ` \ \ \ \ \ \ \' ---/ i /— — — — —— / \ \ \ ` ` y.. ME SUPER SILT FENCE 3.05 ' — _ — — — \ \ \ \ \ \ \ \ \ \ ¢ 0 / \� /// /r --574--- \\\ 1 \\ \\ \\ \\ \ \\\ _ \\\ \\ \\ 1 I 1\ \\_ ----'' \ \ \\\ \\\ \\\ \ \\ \\ \I w �E F_ 1 1 \ \ � v y Lu — — — — — — — — — — IP INLET PROTECTION 3.07 \ _ � ' / /' _ \ \ \ \ \ \ \ \ � � \ \ \ \ ) \ I I I 1 \ \ \ - _ - - _ _ - - \ \ \ ` \ I v w 3 Lu z \ \ ` \ \ \ \ \ �\ \ 1 I 1 \ \ \ \ \ ` \ \ I I ¢ LL o 3 o� /. / / / /\ \\ \ \\ \ \\ \ \ \ \ \ �\ 1 1 11 \\` \` \ ` \\ \ 1 \1 I I wLL 0 `6 ,�-i-i 0O CULVERT INLET PROTECTION 3.08 / _576- - \ ^�1 \\ \\ \\ \ \\ \\ \\ ` \\ \ \\ \\ \ 1\ I CDWDD 1 / I0JfQ•1oi� O ZZZZ¢� -- ' — — — 0W W W W CL DIVERSION DIKE 3.09 Q 578`GOOOO V)< a \ wQ � �0 wwwwCLEAN WATER DIVERSION 3.12 ? \ I I / / / / / / 0 z aaaa¢ APPROXIMATELOi �4TION \ \ \ \ \ \ \ \ \ \ _ _ _ ` / / / = v OP \\\ \1 // / / Sg OFEXIS'R(VGSEPTIC\ \ `\\ \ \ \-' 4111� /'LvO 0000�OUTLET PROTECTION 3.18 \ / / \\\"\\\`\\`////////'/~c ) N � En V)\ \ \ / / / / / / / Y Ol I--1 I--1 1--1 1--1 w\—F7EED PER PLANS FROM \ \ \ � / > > > > > \\\wo VZ1M rrOMPL1 \ ` \ \ \ T / / / / / / / /w v W w w wCHECK DAM 3.20 \\6 ENVIRO-K EAN ON\\ \\/�00 -JANUARY 0 OSTEMPORARY SEEDING \-+r //\\�\\\\\\\\\\I///ii///3.31 —\ �./ `I//wPERMANENT SEEDING 3.32MULCHING 3.35 � nQ586 \\\\\\\ \ \ �... _ \I I / / / ' / / / I / / / / 0 TP — TP TREE PRESERVATION FENCE 3.38 k 5a / / ` \ \ \ \ 1 \ 1 \ \ \ \ \ I �� 1 1, 1\ I\ 1 I I I I / / / / / / / / / / / ' / / \ ~ ap /ST P. SSF \ / �/ / \ \ \ \ \ \ \ \ \ \ \ \ \ \ I \ \ \ \ 1 , 1 1 1 I I I ,� (TX /� / / , / > / a \ 1 1 111 w w N��00 58 \ 1 I / / c F- N N DC DUST CONTROL 3.39 \ -/ \ \ / / / 8 \ ` \ \ \ \ \ \ \ \ 1 \ \ \ I 1 1 \ \ 1 1 , ' I I I I I / / = M N \ / ,!' a• / /' 1 1 11 ¢ ui 0 \ \ \ 1 \ \ 1 1 1 I c) 0 `yNN`y� AREAS STEEPER THAN 3:1 TO HAVE 3.36 / 5a / \ \ \ ` \ \ \ ` \ 1 \ \ \ 1 / / / 1 , \ 1 ' 1 1 1 ' , 1 \ \ 1 1 1 I I I , / z ti cn SOIL STABILIZATION BLANKET I 1 11 \ \ 1 11 11 O BM ' TAX MAP 1 i / TREATMENT -1 AND STABILIZED WITH / / \ 1 1 \ \ , I / / / / // I I , 1 1 I \ \ / (n DATE \ / 03200-00-00-OO6R0 \ SLOPE STABILIZATION SEED MIX / / aa' UNIVERSITY \ `- I \ 1 \ 1 1 \ ` \ I / / / / 1 ' I I 1 1 1 1 \ I I I I / 1 '� OZ- � 8/26/2019 \ \ I / � / / I I 11 / OF VIRGINIA 1 1 \ I I I / / / - , / / / / / / I I I \ 1 1 S 1 1 I / 0 \ / FOUNDATION \ \ PROXIMATE LO ATION + I I / / ' / - / ' / / / IP \ DB 2712-325 I I \ ) / / / / / / / / I I I 1 I 1 1 I ' I �- 50`I DRAWN BY I _ \ EXISTING SEP lC FIELD A. MABEE \ \ APPROXIMA�TIONrOF STOCKPILE FORtC0h�IL FROM ry.0 / ' / Fi / / / I ! —� DESIGNED BY K.O CE L \ \ \ LEWIS & CLARK DRAaL69XTENySIbN. SSA ' I I I I I / 1 / / ' / / - - - - - - - - ' FP / / / / / / I I W I W y - / / \ APPROX. X. CAPACITY = ,000 CY \\ \\ p IP \ \ \ \ / 5 J. SHOWALTER •\ \\\ APPROX. LOCA�ION OF \\.' // /// // // / /l /l I I // / /' /'�/' / / / /// // /�/. .I— 'Wad" / / • BMLL 1 / I / / / \ / / / 53 .y32 nJ0 rla �a Zd 2-a a a v/`a W .> / _ / _ • CHECKED BY 2 \ STOCKPILE HAU ROAD / / ' / / f \` ,,y - / • C. 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STA � � +75. REMAINDE OF d' ITCH T�OBELIf� DWITH. _ PS ' ESCH TREATMENT \ \ 1, �.1 \ 1 I I I \ r9 %�' j;', � \ \ \ \ \ \ \\ \ `\ `\ \\ \ \ \ \ \ \ \ \♦ \ \ \ \ \\\ I \ I , i \C - (� I I _ ' /------,� \ \ I III I�I ® � �f) � co Yx _-rta-�' - S22_ ♦\ \ \\ \ \ \ \ \ '\1 " • ' �/ 52¢`\ \ III II 11I 4#400 WlS & C TTAX AP32, PARCEL D 19D \ II1I I LOTB9.1 lk I \ l NIVERSITYOF VIRGINIA FOUNDATION "_'� \ \ \\ \ \\ \ \ \ \\ \\\\ \\\\\\\ 1 \ \1 I �� - / / \ \II\\IIII \ \ \ \ \ \ \ \ I 1 _ / I \ - - - BM \ \ ` \ \ \ \ \ \ 1 �� , ;�e' _D.B_3851, PG. 182 D.B. 1514, PG. 667, POT I / ' ?o- \ \ \ \ \III - DENSE -TREES / \ \ I \ \ ---------- \\------- - - - - -— - - - - — — — _ -_ _---_-_---_-_-_- -- --- - ----- -------- - - ' 6.\ \\\ �\ \ \ \\ \\ \ \ \ \ \ \\ \♦ \\ 1 I 1 , I , I 1 I I I, / / / I/ I I I (\\\�------------«z___ —-- - - - -_j �'• \\ \ \ \ \ \ \\ \ \ \ \ \ \ I 1 1 I / I // (\\ — — —Q60- \\ \ \ -- 0 5v,/ /� - 542 l II \ \ \ \ \ \ EWEO DATE 8/26/2019 DRAWN BY A. MABEE DESIGNED BY SHOWALTER CHECKED BY :. KOTARSKI SCALE 1 " = 50' ,0 V / W F—I X � W = C a o 0 p�<z W Ov > I --I o W W J Q H Q \ _j �W/� Q V/ a z J U z 0 z w W J JOB NO. 1864.0 SHEET N0. C3.6 0 m 0 3 c a v'0 o o �z .20 o� c E a c m a0 0 x o 0 3 rn Z„ 0 22 F � o r �3 n d m 2 Y � h X C 0.0 d m 12 m � d `o >_ aM 06 a c c � 10 a 0 o m a c m m C o c o m nE L F E L N \ \ �'3"/3INNpV l \ hp4yy gripN pR RESCUES / / / �- v D \\ \� 18'FCP lOUT6564 9' ^ ^ \ \' agRKING SFT p-1 DB Jgts 460 q ) \ •� l \ T ® , / 147) \ \ \ Dl3B L=1 ��iM TOP=51025' �• \ p4'RCPUT= 5' RCPO/ \ \ OP \ \�/%Sign 15"RCPIN= ( / l-i TOP=5 T0' 4"RCPOUT=5656' ^ \ \ I5RCP INS I' O\ \ I5""RCPOUT=566.0' DI3BL= ' \ ^' 18'RCPIN=50..6' 8"RCPOUTS ..5' TIE TO EX \ \ 15'RCPIN=5667 CURB GUTTER \ \ ^ IS'FCPOUT=566 J' \ \\ TxlPz3-B-9A \ B \ OVERS TT' \ \ \ \ RcvouT= 6Z1' TIE TO EXIST. PAVEMENT IN \ \ \ �Q ACCORDANCE WITH N2 \ \\ \ \ PAVEMENT REPLACEMENT ?° JOINT DETAIL AND WP-2. 4900•F TIE TO EXIST. \ \ \ CURB AND GUTTER \ \ \ TIE TO EX S TEN. \ 45° BEN CONTRACTOR TO O A \ CONFIRM SIZE AND MATERIAL F EXISTING WATERLINE PRIOR TO - \ \ a \ \ ORDERING MATERIALS FOR \ \ \O e CONNECTION. \ DENSE TREES 'QT FS' �O 9p DENSE TREES 0 \R5' CONDUIT SWEEP PER DOMINION STANDARDS NIF WILLIAM SCOTT MARSHAL// TRUSTEE DB 4464-203 CLOVER'S AIRPORT ACRES DB 350-193 PLAT ° N \ \ GENERAL NOTES: EXISTING SEPTIC PUM /i 1. PAVEMENT MARKINGS SHALL BE SPOTTED USING CHALK AND FIELD -VERIFIED BY VDOT OR THE EXISTING SEPTIC TANK ENGINEER PRIOR TO APPLYING THERMOPLASTIC. I /�^ 2. THE CONTRACTOR SHALL MILL, OVERLAY, OR BUILD-UP THE PAVEMENT AS NECESSARY TO EXISTING DOSE TANK I �`�_,� ACHIEVE THE REQUIRED CROSS SLOPES. MILLING I AND/OR BUILD-UP DEPTHS MAY BE AS MUCH AS 4 INCHES. o I 3. CONTRACTOR SHALL DETERMINE SIGN SIZES PER MUTCD DESIGN STANDARDS FOR A DESIGN SPEED o I I OF 45 MPH. o II I APPROXI TE LOCATION�� CRAIG W. J. KOTARSKI Lie. No. 0402048507 09/09/ 19 M E 0 �s N Vi N C >E w °/ E to \ OF EXI lNG SEPTIC ` W '> 3 z ° FIELD PER NS FROM ` a LL 3 w ll\1T�/ o I I VDHCOM ETEDBY POWER AND COMMUNICATIONS NOTES: o w ENVIwo `m, JANRO- ANON ` 1. ALL CONDUITS, VAULTS, AND HAND HOLES ARE TO BE a � v mo z � o ® I ' JANUARY , 2008 / / w w— m O z z z z a O ` / INSTALLED PER THE INTENDED UTILITY COMPANIES / I STANDARDS, DETAILS AND SPECIFICATION. din � � x x v •y m 2. DOMINION VAULTS AND CONDUITS TO BE INSTALLED ? o o o o BENCH MARK SET ` / IN ACCORDANCE WITH DOMINION STANDARDS, 3: of N a w v v a �0C w wwww IRON ROD W/ CAP ` DETAILS AND SPECIFICATION. CONTRACTOR TO o a = w z LL LL CL CL z ® / / BEv. saszt' (NAwae) / x= N z a a a a Q COORDINATE WITH DOMINION. U¢ N Lw w w w 3. OF 5 CONDUITS ON THE WEST SIDE OF LEWIS AND o o Ln En V) w ` CLARK DRIVE: 1 IS TO BE INSTALLED FOR CENTURY 0 N w > W > Lu LINK, 1 FOR COMCAST, 1 FOR SEGRA, AND 2 FOR UVA a o ` COMMUNICATIONS. CONDUITS AND HAND HOLES I co w Ln m SHALL BE PROVIDED IN ACCORDANCE WITH EACH > / COMPANIES STANDARDS, DETAILS AND w SPECIFICATION. CONTRACTOR TO COORDINATE AS \ DOMINION POWER / / NECESSARY TO DETERMINE REQUIREMENTS. I o CONDUITS TO END IN / / 4. ALL CONDUITS TO HAVE PULL LINES SECURED AT = �24"x36" HAND HOLD / BOTH ENDS FOR FUTURE WIRE PULLS o B (5) 24"/ 136" )/-IAND HOLES I RO ID BY OTHERS, e1-C TR NS. INS D BY CONTRACTOR) e \ WITH O E LIT ° a° SyVEEF NG OUT T EAC_H PROP. PERM. \ ' \ SLOPE EASEMENT (5) 24"x36" HAND HOLES _ 20 \ (PROVIDED BY OTHERS, 7 ' � �� ::::.. CLEAR INSTALLED BY CONTRACTOR) ZONE \ �,•:�:::. \ WITH ONE CONDUIT SWEEPING OUT TO EACH GAS LINE BE \ \ INSTALLED \ \ \ : _ \ OTHERS \ �� 10' WIDE CG-6 PATH 450 BEND g \ \ o Co ui O r N N NOO .>w-, Co N N Q N N i I z .N•I M OCOO DATE Vl > 0 8/26/2019 I DRAWN BY } A. MABEE I • DESIGNED BY • J. SHOWALTER • CHECKED BY I C. KOTARSKI • SCALE I 1" = 30' *or CID CL DOMINION STD. \ 41xOp \ \ \ \ �\ POWER MANHOLE \ \ \ �::.. \ ' (5) 4" SCH 40 PVC CONDUITS 13' �.� PROP. R-W IN SINGLE TRENCH W (8'Wx16'Lx8'H) \ ' \ \ \ \ \ V ' � �. � : � - � • � PROVIDED AND INSTALLED \ \ MS-2 \ Q : ` �. BY CONTRACTOR 1 . . PROPOSED \\ UG \ 2 \ � �` �' -' N \ • � . TREE LINE (TYP.) \ \ :�- \ \ \ ui Z \ CENTERLINE FOR DOM 1 40*00 \ POWER 2 8" SCH 40 PVC . • UGP \ �\ \ ` O 0 J CONDUITS TRENCHED AND \ \ \ \ \\ \ M Q \ SPACED PER DOMINION O \ STANDARDS %Q 15' WIDE FUTURE DOMINION EASEMENT \ \ \ Jr > \ RESERVED OUTSIDE OF RW. \\ 39x00 \ \ \ / ` _ \ ACSA 5' ACCESS AC ° \ `\-. UG \ \ \ \ ` z Q ` \ \ EASEMENT RELEASE \ H� uU \ VALVE (ARV)Lu \ \ \ 38*00 i Q Q Lu PROP. R-W \ \ \ UG 1 \ 20' CLEAR NE \ Q \ _ PROP. PERM. POWER ER S MANHO E • E DECK . \ \ � \ P' � , �- SLOPE EASEMENT \(8' W x 16' L x 8' H) \ \ \ UG \ \ ( � \ ` ` ,J OUG 0 Q / 43678 \ TMP 2A-1 8-9B CENTERLINE FOR DO 1 O l LOT B, B CKB () Q \ POWER 2 8" SCH 40 PVC \ CLOVER' AIR ORT CRES CONDUITS TRENCHED AND \ \ DB 80-3 8, PL \ \ SPACED PER DOMINION , 1 ' STANDARDS v J 0 Lu NAD 8 \ 0 30' 32A-1-B-10 JOB NO. L 0, BLOCK ` CLO AIRPORTACRES 41864.002 D 350-193 PLAT SHEET NO. C4.0 0 c 5 a 0 m 0 3 OL 0O o X O �Z 00 o 2 c m a c m a0 O c xg C7 3 rn Z„ O 22 0 m o 3 2 m Y N X C 0.0 d N 0 C 1s E� 06 06 a c �a 10 'a 0 c u ur m 2 �N C � o m 0 nE c E F= L HATCH LEGEND: POWER AND COMMUNICATIONS NOTES: 1. ALL CONDUITS, VAULTS, AND HAND HOLES ARE TO BE INSTALLED PER THE INTENDED UTILITY COMPANIES STANDARDS, DETAILS AND SPECIFICATION. 2. DOMINION VAULTS AND CONDUITS TO BE INSTALLED IN ACCORDANCE WITH DOMINION STANDARDS, DETAILS AND SPECIFICATION. CONTRACTOR TO COORDINATE WITH DOMINION. 3. OF 5 CONDUITS ON THE WEST SIDE OF LEWIS AND CLARK DRIVE: 1 IS TO BE INSTALLED FOR CENTURY LINK, 1 FOR COMCAST, 1 FOR SEGRA, AND 2 FOR UVA COMMUNICATIONS. CONDUITS AND HAND HOLES SHALL BE PROVIDED IN ACCORDANCE WITH EACH COMPANIES STANDARDS, DETAILS AND SPECIFICATION, CONTRACTOR TO COORDINATE AS NECESSARY TO DETERMINE REQUIREMENTS. ALL CONDUITS TO HAVE PULL LINES SECURED AT BOTH ENDS FOR FUTURE WIRE PULLS - HEAVY DUTY ASPHALT (DB 341�PLAi) 10' WIDE SHARED USE PATH FER 1.5" MILL AND OVERLAY CONCRETE SIDEWALK GENERAL NOTES: 1. PAVEMENT MARKINGS SHALL BE SPOTTED USING CHALK AND FIELD -VERIFIED BY VDOT OR THE ENGINEER PRIOR TO APPLYING THERMOPLASTIC. 2. THE CONTRACTOR SHALL MILL, OVERLAY, OR BUILD-UP THE PAVEMENT AS NECESSARY TO ACHIEVE THE REQUIRED CROSS SLOPES. MILLING AND/OR BUILD-UP DEPTHS MAY BE AS MUCH AS 4 INCHES. 3. CONTRACTOR SHALL DETERMINE SIGN SIZES PER MUTCD DESIGN STANDARDS FOR A DESIGN SPEED OF 45 MPH. STRIPING LEGEND 1. PROP. DIRECTIONAL ARROWS 2. TYPE B, CLASS I DOUBLE YELLOW PAVEMENT LINE MARKING, 4" WIDTH 3. TYPE B, CLASS I WHITE PAVEMENT LINE MARKING, 24" WIDTH (10' CROSSWALK) 4. TYPE B, CLASS I WHITE PAVEMENT LINE MARKING, 4" WIDTH (2' DASHED, 4' SPACING) 5. TYPE B, CLASS I WHITE PAVEMENT LINE MARKING, 4" WIDTH 6. STOP BAR 7. THROUGH ARROWS FOR REFERENCE PURPOSES 0ONLY. DO NOT STRIPE 8. TYPE B, CLASS I WHITE CHEVRON MARKING, 24" WIDTH 9. TYPE B, CLASS I WHITE WORD PAVEMENT MARKINGS (5.9'W X 8'H) 10. TYPE B, CLASS I SINGLE SOLID YELLOW LINE, 4" WIDTH PROP. R-W W 1101,�J lyo r2 / v J / W / w I LEWIS & CLARK DRIVE / PROP PERM GAS LINE TO BE CURVE DRAINAGE EASEMENT INSTALLED BY 3 OTHERS / W A = 36°45'36" (5) 24"x36" HAND HOLES z I R = 1200.00 CONDUITS FOR (PROVIDED BY OTHERS, T = 398.72 FUTURE UTILITIES INSTALLED BY CONTRACTOR) J WITH ONE CONDUIT SWEEPING 1 L = 769.90 1- 6" SCH 40 PVC UT TO EACH _ C = 756.76 CONDUIT FOR (� PC = 28+06.37 FUTURE 4" GAS LINE ico PI = 32+05.10 `� PT = 35+76.28 / 2lkoo E = NC (ULS) PROP. PERM. 10' WIDE MULTI USE PATH V = 45MPH SLOPE EASEMENT \ M I GAS LINE TO BE \ 20' CLEAR ZONE i ' / d0 INSTALLED BY (5) 24"x36" HAND HOLES OTHERS (PROVIDED BY OTHERS, / INSTALLED BY CONTRACTOR) \ cn DE / / / WITH ONE CONDUIT SWEEPING OUT TO EACH \ �•_._•/ O C_ \ \ PA '/ - M • � c) c) -cn-_ _ _ - - M - 7 2 / / d`U / O'CLEARZONE / 6- _ . a. / / 0 / / /DOMINIO^J STD. r M + 9 POWER MANHOLE G . . . . - . . . . . 0 53, q� 35"W / / / / / ' / 8' W x 16' L x 8' H)100, 1 zill PROPOSED TREE LINE (TYP.) N\ MS-2 FHA 12" GATE VALVE / \ +(f6 / 3 Oi 12" GATE VALVE d0 i d0 UG dJ NTERLINE FOR DOMINION POWER (2) 8" SCH 40 PVC POWER MANHOLE (8" W x 16" L x 8" H) \ \ \ CONDUITS TRENCHED AND SPACED PER DOMINION STANDARDS I / CLEAR ZONE _ 3p+Op / / • LEvt5.&-GLARK DRIVE -. -. --- YY-�CURVE 5-4" SUCH 40 PVC 4 CONDUITS FOR A = 28030'41 �� / FUTURE UTILITIES R = 1039.00 • (5) 24"x36" HAND HOLES T = 263.98 i �� _ �� • (PROVIDED BY OTHERS, DOMINION STD. PROP. PERM. POWER MANHOLE SLOPE EASEMENT (8' W x 16' L x 8' H) 15' WIDE FUTURE DOMINION EASEMENT RiESERVED OUTSIDE OF RW. TMP 32-22 / NORTHSIDE DRIVE LLC DB 3532-599 PROP. PERM. DRAINAGE EASEMENT INSTALLED BY CONTRACTOR) L = 517.02 WITH ONE CONDUIT SWEEPING C = 511.70 OUT TO EACH PC = 37+03.72 PI = 39+67.70 PT = 42+20.74 E = NC (ULS) V = 45MPH NAD 83 SCALE 1"=30' 0 30' 60' 0j N /U I 10 U CRATG W. J. I,,OTARSKI Lie. No.0402048507 r6 09/09/ 19 '§�', Lm AL z O a U U) w 0 Z O U) w H oNoooCr,< NC"N N co O) DATE 812612019 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY C. KOTARSKI SCALE 1" = 30' z �0 V/ W 1 W z o a Q a 0 >0 W � Q o J H� U w J Q w EO J a U 0 z a u) W J JOB NO. 864.0 SHEET NO. C4.1 L \ \ PROP. PERM. • — . — ' ' DRAINAGE EASEMENT ' \ PROP. PERM. / SLOPE EASEMENT \ DENSE TREE. (5) 24"1 HAND HOLES \ , LEWIS & CLAD DR� (PROVIDED BY OTHERS, 1 INSTALLED BY CONTRACTOR) . — — ' °•� CURVE \ WITH ONE CONDUIT 8" PLUG �• 5 SWEEPING OUT TO EACH PROP. R W PROP. PERM. 4-WAY, 6" DUCTBANK WITH / I R = 1039.00 DRAINAGE EASEMENT PRECAST CONCRETE 48'1 T = 250.80 OPEN BOTTOM HAND HOLE. d `J L = 492.18 PROP. PERM. C = 487.59 FLOOD PLAIN O' I PC = 42+20.74 EASEMENT . PI = 44+71 54 — = coAVED 4' FHA ov" U CRMG W. J. KOTARSKI Lic. No. 0402048507 09/09/ 1 9 &, M E O O N N N >E ai w ui LL o 3 LL - Q w;l o d > O N z v D X NQ U KLL' Dw w C) o Q ur) 2 N Z = C2 > O I PT = 47+12.92 r SHOULD 12"GATE VALVE o m ... � w w of of of cr ui V = 45MPH I / ui5g36w /2/ w 8" GATE VALVE / Z ui of \ \ 7 / / 11+ ao / o 12"GATE VALVE \}NS FALL W6-1 _ NI/� / / d`J \ (DEN HIGHWAY) U (D co 12"GATENVALVE w w w oO O N o 0 / // d0 / \'� �• T a o �N��m PROPOSED / / / ' 'J^� z M 'D co M DENSE TREES TREE LINE (TYP.) CG-6 tj / / / / \ \ +p0 / I vJ DATE / / tea" / / �1 r !_ • 12 1 TEE w 10' WIDE ! / / dcJ 20 /,• 12"GATE VALVE w O 8/26/2019 PATH / / / CLEgR . i PROP. R-W �f/^� > DRAWN BY Z NE j v) DOMINION STD. PROP. PERM. w A. MABEE • / / / POWER MANHOLE SLOPE EASEMENT I GAS LINE TO BE PROP. DESIGNED BY PERM.— / (8'Wx16'Lx8'H) Z / ' • 1. SHOWALTER U INSTALLEDOTHBY / / / / d0 \, DRAINAGE EASEMENT DENSE TREE J • W / / L�+00 C , \ \�. T • CHECKED BY w Q / / \ I U • C. KOTARSKI 2 (5) 4" SCH 40 PVC CONDUITS FHA / • / 12' qN MS-2 dc� / / \ \ • • SCALE '^ IN SINGLE 1 RENCH / 13 COORDINATE INSTALLATION OF SEWER- . v J PROVIDED AND INS T ALLED PROP. R-W w BY CONTRRC OR /' � � / WITH UVA RESEARCH PARK SEWER EXTENSION PROJECT — ui '^ • V) (5) 24"x36" HAND HOLES / / — s / • /- (PROVIDED BY OTHERS,rPROP. PERM. aa,�E z w INSTALLED BY CONTRACTOR) �' / %/' CENTERLINE F DOMINION / �' DRAINAGE EASEMENT Z WITH ONE CONDUIT Q / POWER (2) 8" SCH 40 PVC 1 O SWEEPING OUT TO EACH d / CONDUITS TRENCHED AND J / SPACED PER DOMINION _ d / STANDARDS �+ SLOPE EAASEMENP. PERM.T / / s Y ���� 1452 HATCH LEGEND: w O �� • / ti3 � / Quo � � / 1 ` - /' /�i� HEAVY DUTY ASPHALT G / / / / 1 X TD DOMINION DO STD. �i M \\ I w z / / POWER MANHOLE S \\ ��, / (8'Wx16'Lx8'H) q \ 10' WIDE SHARED USE PATH Q /J DENSE TREES D PROP. R-W 1.5" MILL AND OVERLAY ; O / GATE VALVE S �\ w / • / / / 15WIDE FUTURE DOMINION q�Ilk" \ Q EASEMENT RESERVED OUTSIDE `\ ", �, / p / OF RW. U a0 / / • \ ` \ CONCRETE SIDEWALK P. .�. .. Lu Lu / PROP. PERM. / SLOPE EASEMENT / CENTERLINE FOR DOMINION / PR-W POWER (2) 8" SCH 40 PVC — R /' CONDUITS TRENCHED AND SPACED PER DOMINION /• STANDRDS GENERAL NOTES: \\ 1. PAVEMENT MARKINGS SHALL BE SPOTTED USING POWER AND COMMUNICATIONS NOTES: \\ CHALK AND FIELD -VERIFIED BY VDOT OR THE 1. ALL CONDUITS, VAULTS, AND HAND HOLES ARE TO BE `\\ INSTALLED PER THE INTENDED UTILITY COMPANIES ENGINEER PRIOR TO APPLYING THERMOPLASTIC. STANDARDS, DETAILS AND SPECIFICATION. 2. THE CONTRACTOR SHALL MILL, OVERLAY, OR 2. DOMINION VAULTS AND CONDUITS TO BE INSTALLED BUILD-UP THE PAVEMENT AS NECESSARY TO IN ACCORDANCE WITH DOMINION STANDARDS, ACHIEVE THE REQUIRED CROSS SLOPES. MILLING AND/OR BUILD-UP DEPTHS MAY BE AS MUCH AS 4 DETAILS AND SPECIFICATION. CONTRACTOR TO INCHES. COORDINATE WITH DOMINION. DE ETREES 3. CONTRACTOR SHALL DETERMINE SIGN SIZES PER 3. OF 5 CONDUITS ON THE WEST SIDE OF LEWIS AND MUTCD DESIGN STANDARDS FOR A DESIGN SPEED CLARK DRIVE: 1 IS INSTALLED FOR CENTURY sq OF 45 MPH. LINK, 1 FOR COMCAST, 1 1 FOR SEGRA, AND 2 FOR UVA 'v COMMUNICATIONS. CONDUITS AND HAND HOLES J a Q 0 U 0 z Q I --I SHALL BE PROVIDED IN ACCORDANCE WITH EACH _ _ w COMPANIES STANDARDS, DETAILS AND J SPECIFICATION. CONTRACTOR TO COORDINATE AS NAD 83 NECESSARY TO DETERMINE REQUIREMENTS. SCALE 1"=30' - 4. ALL CONDUITS TO HAVE PULL LINES SECURED AT BOTH ENDS FOR FUTURE WIRE PULLS `r 0 30' 60' IOB NO. 41864.002 SHEET NO. C4.2 L GENERAL NOTES: HATCH LEGEND: �C J POWER AND COMMUNICATIONS NOTES: \ b / o- 1. PAVEMENT MARKINGS SHALL BE SPOTTED USING 1. ALL CONDUITS, VAULTS, AND HAND HOLES ARE TO BE CHALK AND FIELD -VERIFIED BY VDOT OR THE INSTALLED PER THE INTENDED UTILITY COMPANIES ENGINEER PRIOR TO APPLYING THERMOPLASTIC. HEAVY DUTY ASPHALT STANDARDS, DETAILS AND SPECIFICATION. Gf `t 2. THE CONTRACTOR SHALL MILL, OVERLAY, OR 2. DOMINION VAULTS AND CONDUITS TO BE INSTALLED b BUILD-UP THE PAVEMENT AS NECESSARY TO IN ACCORDANCE WITH DOMINION STANDARDS, ACHIEVE THE REQUIRED CROSS SLOPES. MILLING DETAILS AND SPECIFICATION. CONTRACTOR TO (�\ AND/OR BUILD-UP DEPTHS MAY BE AS MUCH AS 4 COORDINATE WITH DOMINION. INCHES. 10' WIDE SHARED USE PATH 3. CONTRACTOR SHALL DETERMINE SIGN SIZES PER 3. OF 5 CONDUITS ON THE WEST SIDE OF LEWIS AND MUTCD DESIGN STANDARDS FOR A DESIGN SPEED . . . . . . . . . . CLARK DRIVE: 1 IS TO BE INSTALLED FOR CENTURY LINK, 1 FOR COMCAST, 1 FOR SEGRA, AND 2 FOR UVA OF 45 MPH. / COMMUNICATIONS. CONDUITS AND HAND HOLES SHALL BE PROVIDED IN ACCORDANCE WITH EACH CMG W. J. KOTARSKI > Lic. No. 0402048507 09/09/ 1 9 4�v 1.5 MILL AND OVERLAY m E COMPANIES STANDARDS, DETAILS AND N o p 1 SPECIFICATION. CONTRACTOR TO COORDINATE AS a o NECESSARY TO DETERMINE REQUIREMENTS. > E 4. ALL CONDUITS TO HAVE PULL LINES SECURED AT w " E Ln Lu CONCRETE SIDEWALK BOTH ENDS FOR FUTURE WIRE PULLS H- u v 3 w Q a tj O 3 \ `\ SEWER a 'J i5 smmo. z vI vI vI vI w ce 00 o zzzza \ / w w w w Z www Lu a°v � E E E E mA£y OOOO>wti A 1 �O'x u vvvW aSAN.MH Q a _w oCN�Lu LEWIS & CLARK DRIVE = a a a a Q ur)w CURVE wwww� 7 \ \ \ 4.5' ° ry w 4=64221 \ \ I T L of LEWIS & CLARK DRIVE ����� R = 1500.00 \ \ (LEFTTURNLA M F 00 � w CURVE 6 T = 87.88 �� I \ 4 = 29°24'07" p L = 175.56 RB I $ `\ \ /\ ' . �N uj R = 1000.00 C = 175.46 NSITIO �I$ \ �.\ a � ��� \ \ \ \ M T = 262.36 PCC = 56+23.59 CONTRACTOR I pA ` \ \ \\ L = 513.16 rn^ PI = 57+11.47 DETERMI E Tw= ;_ C = 507.55 �` ) PT = 57+99.15 =1 ti I `\ \ \ `\ \ o DEPTH A D \ 0 7HX COORDINATE 03200-00-INA,00-0, REQUIRE PC = 51+10.43 E = 2% (ULS) I I TIE O EXIST. PAVE NT IN \ \ \ \ \ co . . PI = 53+72.79 UNIVERS17 V = 45MPH RELOCATIONS OR AC RDANCE WITH \ ` \\ \ \ \ w w 00000 PROPOSE ADJUSTMENT WITH PAV ENT REPLACE NT + tjt \ `\ \ \ �� COry ry ry ry ry N OF VIRGIN„ I / \ \ \ \c,� \ x ¢ ao (5) 4" SCH 40 VC CONDUITS PCC = 56+23.59 TREE LINE (TYP.) JOINT ETAIL AND WP- / \ \ u p rn FOUNDATION UTILITY PROVIDERS w \ \ a ry ry ry IN SINGLE THE CH E = 2% /ULS` D82712-325 CENTURY LINK AND 55 - LL1 ` \ ` PROVIDED AN STALLED ` / STREET M // 1 \ \ \ le•R z (TYP.). \ � � m �o V = 45MPH ° 2179-222, NAME SIGN DOMINION. \ TAX MAP e \ \\ \\ \\ \ �� o DATE BY CONTRACT & q 3200-00-00-006RO g 9 \ ' PROP. PERM. PLA \ > SLOPE EASEMENT P OP. R-W UNIVERSITY $ \ \ \ (5 4"x36" HAND HOLES r ' I \ \ F VIRGINIA $ € _ \ \ \ 0 8/26/2019 (PR VIDED BY OTHERS, GAS LINE TO BE _ \ JNDATION �m // DRAWN BY IN LLED BY CONTRACTOR) INSTALLED BY ' l \ D 2712-325 ` 2 C WIT, ONE CONDUIT OTHERS - - - DB 17244 A. MABEE EPING OUT TO EACH (5) 24"x36" HAND INSTALL R1- HOLES(PROVIDED BY (STOP SI ) / \ ? 2 PL T44 \ ` \ • DESIGNED BY -crams - - • - • - ' - • - • - . - . - i ' co 10' WIDE PATH OTHERS, INSTALLED BY STOP \ s E TO EXIS 14" ERMAIN. - ' - ' • J. SHOWALTER CG-6 � / CONTRACTOR WITH ONE C6NTRACTO AD 2 T CONDUIT SWEEPING OUT . / "" ' 4L CO IRM SIIZ T TE D MAATER AL OF • CHECKED BY TO EACH . . _._:_:= O :G'-'-_ 3 EXIS NGWAT LINE PRIOR TO _ _:.' : � �:4 _: �:_ , , � \ � ORDE�(NG MAT IALS FOR •C. KOTARSKI CONNECTION. • r• •-�'�''^ SCALE REMEXISTI O� _ LEWIS &CLARK DRIVE• 1"= 30' STOP sCURVE • I„ i _ 8 ` A CG-12 �I 4 = 17°33'28" • � i P R = 750.00 z �jb_ \ \ A �\ T = 115.82 24' / 50' CG-12 TYPE B \ � 1 _ _ IS MODIFIED \ \ S I / O 2 29' \ \ PCC m8 F+ORSUP \\ \\ \ `\\ \ o i /o / C = 228.93 „i 14+00 13+ \ \ \ \ �� / PC 57+99.15 \ \ \ \ \ / / / PI = 59+14.97 Z 90° ND \ yV1 �� - uG - 1 1z"w / I R " \ \\ `\ \\ \` \ 1ag \ ; /// PT = 60+28.98 w dIDD E N S E• _ . _ �/ / 11*O0'� X 20' �' INSTALLW6-2 .-•-•--•-•-•- - ��, REDI C,E \ \ \ \ \ \ \ \ Q Q CLEAR (DIVIDED HIGHWAY 5 PAVED4'WIDE ��' / 4513 \ \' `\ \ ` 1 \ \\ \ `\ \ j \ \ y ZONE ENDS) } SHOULDER i . DOMINION lit CENTERLINE FOR DOMINION J POWER MANH PROP. ERM. POWER 2 H 4 PVC U PROP. R-W 12" x12" O I (8' W x 16' L x 8' H SLID EASEMENT O () 8" SC 0 C TEE �� \ \ \ a \ \ \ (C \ y CONDUITS TRENCHED AND \ \ � ^ \ \\ SA � Q ova was SPACED PER DOMINION 6" GATE VALVE - \�� `\ 7 \ SE > O STANDARDS 45° BEND ensECNT' T `\ \� \ CG-12 ( \ \// `$ ? \ \ E E W > Q CENTERLINE FOR DOMINION - - DOMINION STD oe iaeco� 0 O\ 9 + / \, \ \ \ � \\\ \ \ \ �\ Z POWER (2) 8" SCH 40 PVC PO LE REPLACE / RE-ROUTE SECTION I \ \ S Fo g / / \ \ \ \ \ \ \ �O\ 71- J i OF 6" WATERLINE AROUND \ i P \ \ \ O CONDUITS TRENCHED AND � \ � \ SPACED PER DOMINION (8' W x 1 x 8' H - _ u \ STORM STRUCTURE. MIN 3.5' S v \ ` \ \ \ �\ \ \ TOP=518' I1J OVER REQUIRED. STANDARDS CG-6 \ PO -n IST \ NSTALL R1- a / m // m�dti Q 15' WIDE FUTURE DOMINION EASEMENT CU Q AND GU / �q (STOP SIGN) ��µ % / / � \ \ `\ \ 5' W �� F/ \ \ \ RESERVED OUTSIDE OF RW. STOP BAR SIGN TO LAC °ry �r�> / 08Rt9 ` \ \ \ � J w CC OWNERSREQU IS\T \s / //� �Tf ��� \\ \ \\\ \ \\ Q TIE TO EXIST. PAVEMENT IN WI ACCORDANCE WITH \ I a yh \ ` g PAVEMENT REPLACEMENT /' ®¢ / \ m \ / / t \ \ \ zr J = JOINT DETAIL AND WP-2 / \ \ /� j / 15 `�H 9 \ \ s\ '• ' ` QP.). RC + \ \ \ Y\ \\ \w v w - - - o IE TO EXIST 6" WATERMA N. CONTRACTOR TO LOCATE ND Ali W I CONFIRM SIZE AND MATE IAL OF � } o EXISTING WATERLINE PRI R TO INSTALLR3-7 tt C \ 3+ Z W I J 2I 5�I L I 1 \QRDERING MATERIALS (LEFT LANE MUST \ \ \ CONNECTION. tt \ \ ���� + C.S.A WAT LlN TURN LEFT) \ \ \ E EME \ 1 Ct SAN. �lH \ �� 5 w DB -653 V / = \ TOP= 10, 83' \ \ \ w // -o 8" PVC \\ 6 x > e 1N=494.2' \ \ \ P H a I 8„PVC £ 4 OUT=494.� W -.---- _ ----- I \ \�10 NAD 3 \ \\ CI DI CONC � SC1 � \ - ® I ® DI I CONC C NC \ \ CONC TOP--050f.56 \ 0 / 30' \ \ \ JOB NO. INV= 9Z9Y ( \ \ \ \ \\\ g / 41864.002 I °N9 I TAXMAP \\ / `\\ SHEET NO. r 1 A 03200ng'-00-00-006R0 ` C4 L 1 wf 58C 57C I 56C 16+50 01 570 1 560 1 550 1 540 a 535 i q O N Ln v m 06 CD 00 + LO CD n u > a w � J U W > > a w bM M L6 U� N \ 00 00 II II ° Cn w 17 \ > > \ co co 17+00 18+00 \ 19+00 rn r LO 20+00 LOW POINT STA = 22+3 .47 LOW POINT ELEV = 570.31 PVI STA - 20+76— PVI ELEV = 568.08 A.D. = 6.07% K = 82.42 500' VC ROFILE FROM STA. 16+66.56 - 24+40.93 EPRESENTS EXISTING CONDITIONS OF INNOVATI N DRIVE r 21+00 0 C`'(V (`7 M co r MM O O p p p 0 22+00 23+00 24+00 BEGIN CONST STA.24+40.93 25+00 ;70 25+50 PROFILE SCALE 590 m 570 Ocif, A., ILL U C950 540 535 V I25+50 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 34+50 HIGH PT STA = 26+93.98 HIGH POINT LEV = 574.29 PVI STA = 28+50 PVI ELEV = 576.50 A.D. _ -5.78% K = 86.52 O 500' VC O O O co r` + M N JJ1 > > \ [0 [0 \ \ \ O \ O O r \ r + \ \ m Lo \ II II \ U U \ w w \\ q6g/ O c:) O \ LO + \ U \ \ \ r U? 00 IT 00 00 O 00 (`') 00 L(?Lo co (0 LO Lo U? O IT p0 O �a0 V r- co r, �� co �?V 0 �V � (?CM � c\!r (O p0 r �r 00 w r r r r 0006 r rr r r (06 r 0006 r W r � 0)oi r I� r r NN r 00 (D LDL6 C6 (D NN O� (D(6 m(!) 0 00 (() I�r V V m LO r ([� Lo m Lo r m LO r ([� Lo r LD Lo r m LO r LO Lo r u7 LO r m Lo co LD Lo (.LD LO to in LI7 m LO LO (r> LO Lo Lo Lo LO U CRAIG W J. Ka ARSKI Lie. No. 0402048507 09/09/ 1 9 _el M E O D � u N � N C > E a E H N z LU a LL o >' 2: Ul pw O m .r, 0 Z W M (n (n fn O w Q J U o0 Z U o J H H orn O ZZZa LU w w Lf) Z F i M d' ��� a> � O� x Ln O O O w z � w (6 wcl� a Q J LL 0 w w w Z O �= c N Z O. 0_ d Q U u>`° O 000� K a^ w w w w . Lr; Ln Lf) Lf) Lf) a LU > > > LU 0 a M K K c a � �> � w LU vi 0 O O x rn rn rn > 0 0 � � 0 F- rj rj N U O Lq 00 r,4 00 � Q Z M 00 C7) p O n DATE D 812612019 O r DRAWN BY A. MABEE • DESIGNED BY • 1. SHOWALTER • CHECKED BY C. KOTARSKI • • SCALE • N.A. ' z 0 CL,~/^� s Vl ` z a LU N > X 0 t LU 0 c c o v O N a o > LU m J t LU r Li z i = o O I --I U .o LU -j a 0 m LU CO o 0 Vi Q i/ d LE o a 0 E m J 0 U 0 0 0 z O z Q° 0 0 cn I� N • • U U m m LU m J E U 0 w U JOB NO. 0 m 41864.002 Em SHEET NO. c v C4.4 v a 0 0 O z z O 0 CRAYG W. 7. KOTARSKT Lic. No. 0402048507 09/09/ 1 9 SAL 530 530 M E 00 N U N C > E � w Lu >, 3: w LL o 3 N U. - N O n 520 Lu 520 "we_jUO zzzaf a>oN Ha f V O ZW �oU,X U) 000 W z � i a a` w aa'aa � O w w w z 0 �= c'N z aaa� c) ci v > o O DOOR Q' a v w w w a 510 510 > LU LU L ~ O w w w w a w a� �R��(n 0 w �F- U w vi 0 O x L9 O 500 500 x rn rn rn > '-' 0 0 0 N N O U 0 N N Q c 1 p z O in DATE > of 812612019 490 490 or DRAWN BY A. MABEE DATUM ELEV 485 485 485 • DESIGNED BY 1 • 1. SHOWALTER N c+j • CHECKED BY V C. KOTARSKI 52+50 53+00 54+00 55+00 56+00 57+00 57+50 • SCALE • N.A. 530 530 7 0 ~A 6 c 5 Z a W N J C 520 520 X N l6 W N d d C 510 510 li O o i W m JN WR z LL r >>o t p a U�o m J 0. o a 500 500 Q < o � Q LLJ N m p s io J rn Q o IZ 0 N a v o c c < m o ` E J a ( a `J 490 490 0 W Q m w 5 0 o 0 DATUM ELEV 485 485 z o & 485 Q M M O 0 o 0 30 U PROFILE SCALE �� 3 57+50 58+00 59+00 60+00 61+00 62+00 62+50 w R X N w Y E N J U o 06 N JOB NO. H Q N m 41864.002 m c v SHEET NO. 16 C4.6 HIGH PT ST = 56+50.11 HIGH POINT ELEV = 514.19 STOPPING SIGH DISTANCE = 297 + = 515.51 PVI ELE � oMo. A.D.=6.04% p Op N� K = 6.18 O W / n u fn W � W U U / i \ - 5% p N M m m / VDOT STD. CD-1 / CROSSDRAIN / 0 Lti CO 0� � W � 7 o � of � p� W p � (O � �('} N � � rn p CO (D M rn 0 0� o p o 0 � O � M W O � d7 � M EN CONSTRUCTION STA. 62+00.00 J � r � N � M NN M o MN 0 0 MM 0 N r>M in�n N � aV �� M � �M N u'r 0 �a0 � in 0 a O y O 1 II i? NOTE: 1. WATER MAINS ARE REQUIRED TO BE INSULATED AT OPEN ENDED STORM CROSSINGS. C' v CMG W. 7. KOTARSKI > 2. THRUST BLOCK REQUIRED WHEREVER THE Lic. No. 0402048507 PIPE LINE CHANGES , SIZE, DEAD ENDS ANDIRECTIONAT VALVES, ETC. CHANGES J 09/09/ 19 PROVIDE THRUST BLOCKS IN ACCORDANCE�glpArAL� WITH ACSA STANDARDS AND SPECIFICATION AND STANDARD DETAILS. 535 535 M E 0 0 u N � N 0 > E w v E U) aLLILL o3 w wo `mom 0 aW VOM0 Z FFFFU J —� o a °i w w w w U7 a ry a E E E E V 30 x N OOOOW � a LL w Q' Q' Q' Q' a O a 0 w w w w? U)x vry Z aaaaQ V> 1O 0 0 0 0 0� F ¢"? .. wwww u, U) d o ry > ............ w > > > > Lu w w w w Q a � 2 2 2 2 0 =` w w O x c� O x F �wco ON rn o W F N N N O O N N Q0 �NLn N'..i 0�1 z M o rn O in DATE 8/26/2019 O } DRAWN BY A. MABEE • DESIGNED BY • 3. SHOWALTER • CHECKED BY • C. KOTARSKI SCALE • AS SHOWN z O CL,V) V / z w I X w a w o L.L '"' > LL w>0 > > a ou Lu �CJz � J w Co Lu J Q a J U 0 0 z 9+50 ,o+oo „+oo ,z+oo 13+00 14+00 12 " WAT E R 15+00 LINE PROFILE ,s+oo 17+00 ,s+oo 19+00 zo+oo 20+50 Q HORIZSCALE: 1"=50' (/1 VERTSCALE: 1"=5 v �I w J JOB NO. 41864.002 SHEET NO. C4.7 530 530 525 525 520 EX STING GRADE 520 \ r � CONTRACTOR TO MAINT IN ASCENDING SLOPE FRO STA. 12+00 TO CONNECTION \ TO EXISTING AT 10+00 A ID 515 � A HIGH SPOT. 515 F3,'Ji'MIN. \ VER 510 � 510 \ FIN AL GRADE OF FULL ROAD BUILD -OUT 712'%12"X6"TEE 505 1.5' IN. 505 90° BEND 12"X14" REDUCER STO M 500 CONNECT O EXISTING 1 500 . VERIFY LOCATION AND ELEVATI N \ / 495 495 PIPE 271 \ 490 � CURRENT PROPOSED GRADE 490 12" DUCTILE IRO PIPE \ 485 12" GATE V LVE 1.5' MIN. � 485 \ 2"X6" TEE TO FHA \ \ 12" GATE VALVE \ STORM PIPE � 261 � 480 12" GA E VALVE 480 \ "X8" � 1 TEE \ STORM PIPE � CULV2 / 12" GA E VALVE \ 475 475 � � PIPE 21 15.41' \ J \ 470 470 h46d 465 460 460 STORM PIP CUL 1 455 455 L L f.Y:1.7 44:1r", 580 580 EXIS1 ING GRADE URRENT PRO OSED GRADE 575 / 575 J 570 / / POWER LINE / 1.5' MIN 3.5' MIN. COVER AC AIR / / RELEASE 565 / / 565 (2) 45° HORIZONTAL / 1.5MIN. BENDS / STORM / PIPE 141 560 560 FINAL GRADE OF FULL ROAD BUILD-OU / CONNECT O EXISTING 121, / 12" DUCTILE IRON PIPE / WA ERLINE. VERIFY LOCATION AND ELEVATION 555 555 / 1.5' MIN. / r / STOR 550 / PIPE 131 550 545 / 12" GATE VALVE / 12"X6" TEE TO FHA 12" GATE VALVE 540 540 32+50 33+00 34+00 35+00 36+00 37+00 38+00 39+00 12" DIP WATERLINE PROFILE - FOR BENDS B" & SMALLER USE STRAP ON BEND WITH ANCHOR BOLT ON CENTER LINE OF BEND. - FOR BENDS 10" THROUGH 10 USE 2 STRAPS ON BENDS ADJACENT TO BELLS. - FOR 18" BEND USE 3 STRAPS AS SHOWN. D • Ij 6 I\`\�W_i 6_I BARS ®12" ON CENTER FOR 12 BENDS & LARGER �_ B MI ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT. BEND SIZE A B C I D E I F 4" - e' 1'-9` 2'-3' r-a' V-2' 2'-0' 1 Ile 9" r- 3'-0 2•-6' 1*- 2'-6' 1 1 4` 11 1/4' Id` 2'-9 Y-9 2-6. 2'- V-01 r 1r Y- 4'-3' 3'-0' r- 3'-6• 2' 18' N-6" V-6' S-3' S-0" 4--a-12 11r X-6' S-0' 2'-6' 1•-6 r-6 1 Ile e" W- V-3' 2'-6' 2•- 3.-,Vl r 221/2' 10' 3'-3 6'-0 T-0 Z-0 S-Irl Y 12' 3'-9^ 6'-3 S'-0 3'- 4' 2` 16" 3'-0' T-6 3'-3' 4•-0' S'- 2 1/° 4' - 3'-0" 6'-0" 3'-0' X-Y` 3'-3' 2 1/4" e" 3'-B" 6'-6 3•- Y- S-Y 2 1 4' 4W Jo' 4'-B" 7'-6 J'- 4'- L5 5'- 2 1 4' 12' W- e'-0 3'-3 S'- 2 1/r 76' 6'-6 W-0 Y-Y 6' 7'-3' 2 1 CHART FOR UPPER VERTICAL BLOCKING 3" THREAD DIAMETER EXTRA STRONG STEEL PI B N SECTION NgM- BOLTSATO FACE CCENTER OF BLOCANCHOR CONCRETE BLOCKING FOR UPPER VERTICAL BENDS N.T.S. FIG. W-3A TD-4 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 NOTE: RESTRAINED JOINT FITTINGS. - - - - - - Side View 42" Minimum A•a• ' �I a. rce,1I1.c.,1,!r95X ired d M le e Galvanized Steel Beam, (I a W12 x 14 (min. size) a 3' min. penetration into undisturbed 45' loll , or as approved by the e ACSA. TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-3B TD-5 FINISHED GRADE 40+00 41+00 42+00 2500 P.S.I. CONCRETE THRUST BLOCK - - - - - - - - - - - - - - - — UNDISTURBED SOIL=- ---------------- g'if MR PROFILE VIEW UNDISTURBED SOIL - EDGE " 2C MN --- OF TRENCH . ' _ ----------- -L--i-----— — — — — — — — — 44 '„ REDUCER g' MN e•� .• . /r/ T a as 2500 P.S.I. CONCRETE THRUST BLOCK-► ae,. 8"MN. - - - - - - - - - - - - - - - - - - - - - - - - - UNDISTURBED SOIL - EDGE OF TRENCH 24 MN. NOTES: PLAN VIEW • NOT TO SCALE • NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVED BY THE ACSA. • 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE ACSA. CERTIFICATION OF 95% COMPACTION REQUIRED IN TRENCH. • THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. TYPICAL REDUCER THRUST BLOCK NTS FIG. W-3D 43+00 43+50 AIR RELEASE VALVE NOTE: 1. WATER MAINS ARE REQUIRED TO BE INSULATED AT OPEN ENDED STORM CROSSINGS. 2. THRUST BLOCK REQUIRED WHEREVER THE PIPE LINE CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES, ETC. PROVIDE THRUST BLOCKS IN ACCORDANCE WITH ACSA STANDARDS AND SPECIFICATION AND STANDARD DETAILS. GRADE BRASS OR BRONZE PIPE -- �,,-VAI -BRONZE GATE SOLD CEMENT BLOCKS TYPE "K" SOFT COPPER STONE NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON UD FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12 AND LARGER USE 2 A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS FIG. W-9 TD-20 - Ourk v �• (.) CMG W. J. KOTARSKI > Lic. No. 0402048507 , 4 09/09/ 19 C E M E 0 o N � N C > E W ai E � U a) ¢ LL V 3 LL O a' 0W L m0 _j Vo W J —N .. rn O_ V7 V (7 N W w 'm II Q ) x LL Ln _ N xv �� ~ c u' 0 N W M a� W J CL O oc t7 Z O a_ 0! U U)LLJ 0 Z O U) i-r w a_ F Q 0 DATE 8/26/2019 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY C. 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RS , / / ( \\ I 1 I I I I I I \\\\\\�\\ • \\''/1///'II/III / ) 1 I�Illlll'1111\ 150' 300' \ \ 1 �X\�\�� a885 ' IF LEGEND (AREA C STR ======== DRAINAGE AREA DELINEATION GRASS LINED � ti� CHANNEL WITH VESCH TREATMENT-2 If2'�I SLOPE = 6% Tc = 13.7 min. Q2 = 12.10 cfs Q10 = 15.94 cfs 2-YR VELOCITY = 5.89 FPS 10-YR DEPTH = 1.13' DITCH SECTION A -A (No Scale) GRASS LINED tV CHANNEL WITH VESCH TREATMENT-2 SLOPE = 6.0% Tc = 5 min. Qz = 2.52 cfs Q10 = 3.27 cfs 2-YR VELOCITY = 4.10 FPS 10-YR DEPTH = 0.70' DITCH SECTION B-B (No Scale) GRASS LINED IV CHANNEL WITH VESCH TREATMENT-1 SLOPE = LESS THAN 6.0% Tc = 5 min. Qz = 2.52 cfs Q10 = 3.27 cfs 2-YR VELOCITY = 3.90 FPS 10-YR DEPTH = 0.70' DITCH SECTION C-C (No Scale) SEE ESC PHASE II FOR DITCH STABILIZATION BLANKET AREAS SLOPE = 3.3% Tc = 45.6 min. AREA = 241 C = 0.61 Q2 = 266+18 = 284 cfs Q10 = 363+25 = 388 cfs 2-YR VELOCITY = 8.15 FPS 10-YR DEPTH = 2.9' CHANNEL SECTION D-D (No Scale) 10.6 SLOPE = 8.0% Tc = 31 min. AREA = 85 C = 0.60 Q2 = 114 cfs Q10 = 154 cfs 2-YR VELOCITY = 8.94 FPS 10-YR DEPTH = 1.80' CHANNEL SECTION E-E (No Scale) v �• CMG W. J. KOTARSKI > Lic. No. 0402048507 09/09/ 1 9 CAE z O a V N w 0 z O U) w Of ME0 DATE 8/26/2019 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY C. KOTARSKI SCALE AS SHOWN z z O 0 F-I z a W X J u U IJ a u 0 I..V W I- IO >zz I-1 ° Q LLJ 0 CO w LU Q U z I--1 z � Q LU I -I W J J U JOB NO. 1864.0 SHEET NO. C7.0 L NOTE: 1. WHERE EVER A "STEP DOWN" STRUCTURE IS USED, A �t Z" STEEL PLATE SHALL BE ADDED TO THE BOTTOM �� <✓ OF THE MANHOLE TO PREVENT DETERIORATION OF c THE BOTTOM. CRAIG W. J. KOTARSICI 2. WATER MAINS ARE REQUIRED TO BE INSULATED A Lic. No. 0402048507 OPEN ENDED STORM CROSSINGS. �f 09/09/ 19 40' 3. CONTRACTOR SHALL PLACE FILL UNDER INLET(S) AT J 95% COMPACTION & EMBANKMENT MATERIAL SHALL �gIONAL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8" IN THICKNESS BEFORE COMPACTION IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04. AFTER T VERTICAL o E PLACEMENT OF FILL, CONTRACTOR SHALL EXCAVATE N o RECENTLY LAID FILL AND INSTALL COMPACTED VDOT ¢ o STD. 21A STONE IN AN 8'x8' O.C. COMPACTED 21A > E AREA CENTERED ON THE INLET(S). CONTRACTOR w v ELn SHALL REPEAT THIS OPERATION UNTIL AN 8'x8' O.C. w > 3 ~ z 21A STONE BASE IN INSTALLED BETWEEN THE 2 a U 3 w EXISTING GROUND AND THE PROPOSED INLET(S) ti O LL —° g BASE IN EFFORTS TO REDUCE THE RISK OF a "' U O � z v SETTLING. CONTRACTOR SHALL PROVIDE VDOT WITH W w w COMPACTION RESULTS PRIOR TO ROAD o o N a> co, N w w w w )n ACCEPTANCE.o m a �vi yN z� 'M cz, 0E 0E 0E 0 o �°o xV) CCCvw o a � 00 W w w W 'o�� P^J �s �ry z aaaa< o�M �O�>� 0 0000z o O ¢ F ¢ .. w w w w v u~i z W r O12 Z Z ° ry > .N..�..�..�. w > > > > Lu a of Lu w w w Q 580 580 o w w w N of vi 0 x 580 580 0 It x o 00 a, rn rn o .N W F N N 000 EXISTING 14' DI-3B = ¢ 00 o STORM STRUCTURE ¢ O N N N TO REMAIN z0 y M in DATE 8/26/2019 0 DRAWN BY A. MABEE • DESIGNED BY • 1. SHOWALTER • CHECKED BY C. KOTARSKI • • SCALE N/A 9+50 10+00 11+00 11+50 z STR 402- EXISTING 0 V HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 V / v 2 o ~Lq 0%4 0 04 m M Cl? � O M � _ _ `° X o� coNN� In + aDH M+O� F p��0 p�LIDZ 0 Lu Q. 00>> U)P9 �WHZZ C W a580 580 LL O�.�/ 0 cl. UJ > W ` z a I� O a � Lu J QLu W � QLu Q a (J) 100: ES-1 for 24 inch Pipe �/ STA 17+62.13 TOP 527.12 Q INV IN 524.87 (101) z Q �I W J 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50 9+50 10+00 11+00 11+50 STR 108-100 STR 142-108 HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' JOB NO. VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 41864.002 SHEET NO. C8.0 108: DI-36 8 Throat STA 10+00.0 1 � TOP 570.21 � INV IN 561.6 (141) 575 I 575 \ EX. GROUND 570 570 10 : DI-3B 8 ft Thr at � ST 12+41.91 ` \ TO 559.77 565 565 \ IN IN 551.23(107 IN OUT 551.13 (1 5) \ 560 \ 560 \ \ FUTURE 555 r0� \ GRADE 555 q Sop \ 104: DI-36 8 EX. GROUND 575 \ FUTURE 575 GRADE 570 570 4 1 102.2 ' OF 565 15 OP 565 ° 560 560 555 555 m o h h i r 575 575 FU URE G DE 570 570 12" WATE AIN 565 565 1.5' MIN 141 560 72.88' OF 560 "RCP 555 555 � N OJ h O h L NOTE: 1. WHERE EVER A "STEP DOWN" STRUCTURE IS USED, A 2' STEEL PLATE SHALL BE ADDED TO THE BOTTOM OF THE MANHOLE TO PREVENT DETERIORATION OF THE BOTTOM. 2. WATER MAINS ARE REQUIRED TO BE INSULATED A OPEN ENDED STORM CROSSINGS. o LO n p _ N o -^ p 1 o � M -c M O `-' �- ��.. gyp... Cco (!7 W �rN N Lo OCOM a0� oD 0 LO W W r� (p N ONO LO } OF co M+LOLO 0LO Lo V) (0 F 0M(0 M+l(iF mN00n M} n N (OM M F oMM u7+�� 00 M+M(N �M(n p � 0 �(00 O��ZZ0 Q� O 0, LOZZO oC00 ❑�Lo _Z Z_0 M FOz oFOz Z Z NF0> CFO» > NF O> oF0» > �v�F_ ��F--- ,U)f— �U)Fzzz ��Fz ��Fzzz 565 565 550 550 540 540 EX. GROUND FUTURE GRkDE \ 560 560 12" WATE MAIN 555 555 1.5' MIN. 131 550 550 15" RCP @ 1.00% 545 545 540 1 540 M ro h � 9+50 10+00 11+00 11+50 STR 132-106 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 EX GROUND FUTURE GRADE 545 545 12" / VyATE MAIN /1.5' MI 540 540 121 72.89, OF 15"RCP 535 @ 1 % 535 530 530 525 525 a � h � h 9+50 10+00 11+00 11+50 STR 122-104 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 EX. GROUND FUTURE 535 //-GRADE 535 530 12 530 1.5' MIN. 525 525 1 72.87' O 15" RCP @ 0.75% 520 520 515 515 O � h M � 9+50 10+00 11+00 11+50 STR 112-102 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 3. CONTRACTOR SHALL PLACE FILL UNDER INLET(S) AT 95% COMPACTION & EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8" IN THICKNESS BEFORE COMPACTION IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04. AFTER T VERTICAL PLACEMENT OF FILL, CONTRACTOR SHALL EXCAVATE RECENTLY LAID FILL AND INSTALL COMPACTED VDOT STD. 21A STONE IN AN 8'x8' O.C. COMPACTED 21A AREA CENTERED ON THE INLET(S). CONTRACTOR SHALL REPEAT THIS OPERATION UNTIL AN 8'x8' O.C. 21A STONE BASE IN INSTALLED a BETWEEN THE EXISTING GROUND AND THE PROPOSED INLET(S) BASE IN EFFORTS TO REDUCE THE RISK OF n SETTLING. CONTRACTOR SHALL PROVIDE VDOT WITH x COMPACTION RESULTS PRIOR TO ROAD ACCEPTANCE. _ _ w w U Z _ Q co 2' v O co00 o rn co co (pn (o p Ce)�oo(n m�az O + F0>> p �(�� MU)FZ Z na> U)Z 520 _ M m ^ O M f� ^ N O` -c M (p Ln cli ^ LO O` L M N .-. if L `2 L r` V ry r- 04 W � LO .N.. W N V L 7 .N.. L �� co v F COO .N.. 04 M .nN..i F N _ _ O v V coW V 0 p F O � (O coO W N N 00 0 0 M CN NN r V Cp O �LOL9 MO O 0) c p? r-- O aD O' u) MO 0) F m000 W V (h V N V co <M 7 � CO } O O m0 p �l���Oln mM m0�� Lo O'n �7M (0 MO} mM IMF (h 00 ���Z Z + (0 V — 0 00(m� W V F m0(M07 pOF Q� CO Z Z _ cy) ++ (DF _ 01000� + NF ch + 04 Lo + 00 F nZ 0 0�u)00�aZ 00 d— 00 t0¢ O LO 0Z Z Z O O �nFO» > 0�a0 000� a¢a>ii¢a— O 0�C) a_O ¢w>��0>> (NOFO> NU)FZ N(nHzzz �FO> mFOZmFOZ cOnFO> > N��ZNv)FZ ? N(nFZ Z N(A FZ Z 515 515 510 510 495 495 490 FUTURE GRADE 510 510 1 TERMAIN X. GROUND 1.5' MIN. 505 505 283 1.02' OF 81 15"RCP 46. 9' OF 1.00% 15" RCP 500 @ 1 00% 500 495 495 490 490 O O r EX GRO LIND F TURE 505 505 12" W TERMAIN 500 1.5' IN. 500 273 G 1.04' OF 71 5" RCP 43. ' OF 1.01% 15" CP 495 495 0 490 490 485 485 N o Q) h FU URE G DE 490 490 1 TERMAIN 485 1. 'MIN. 485 261 O 72.87' OF 15" RCP 480 @ 1.0oo/ 480 J X GROUND 475 475 470 470 rn (� a 520 FUTURE GRADE X GROUND 515 515 \ 510 140311 510 OF 271 RCp 1.5' M I N �l 505 6" WATERL NE 505 500 1 1 1 500 O R h co R � h h 9+50 10+00 11+00 STR 312-310 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 490 FUTURE GRADE 485 485 EX. GROUND O 480 480 222: DI-3C 12 ft Throat 2S 41 0 STA 10+25.0 1S" Op TOP 486.57 @44 INV IN 481.8 (231) op INV IN 479.2 (241) 475 INV OUT 47 .12 (221) 475 STEP DOW STRUCTURE WITH 2' STEEL PLATE 470 470 465 465 O 12+00 12+50 r N (V (pf1 V W ~ V a0 0> FZ f0 ^ OL N N N C,4 04 M <M V ? r N N � O (o rn � 0) v MoCO't'tj O �aZZO N 0)PZ Z Z G�1 C�71i FUTURE G DE 485 485 231 480 25 43' OF 480 _ Rcp @ .75% STEP DOWN 1 MANHOLE W TH' / STEEL PLAT 475 475 E,` GROUND 470 470 465 465 O a yll Op v c� � a, CRAIG W. J. KOTARSKI > Lic. No. 0402048507 09/09/ 1 9 '�vE M E 0 o N � N 0 > E w a E w w um ¢ 3 0 LL 0 wO `mom d W L M ¢�_j U00 J — uj M (n N V (� W w zF =x oa =LL U-) _ N =v>� F ¢ EO10 N W M a� o w CL O ce E E Z O a_ u U Lu w 0 z O U) w w F 0 DATE 8/26/2019 DRAWN BY A. MABEE DESIGNED BY 1. SHOWALTER CHECKED BY C. KOTARSKI SCALE N/A z 0 1-4 V) z Lu Ln Lu a 0 LL p W Lu ` Z O a a I� w J Q � Lu Lu Lu m Q Q a J U U-) 0 z V/ �I W J 9+50 10+00 11+00 11+50 STR 284-258 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 L 9+50 10+00 11+00 11+50 STR 274-256 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 9+50 10+00 11+00 11+50 STR 262-254 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 9+50 10+00 11+00 11+50 STR 242-222 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 9+50 10+00 11+00 11+50 STR 232-222 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 H JOB NO. 1864.( SHEET NO. C8.1 NOTE: 3. CONTRACTOR SHALL PLACE FILL UNDER INLET(S) AT 95% , 1. WHERE EVER A "STEP DOWN" STRUCTURE IS USED, A z' COMPACTION & EMBANKMENT MATERIAL SHALL STEEL PLATE SHALL BE ADDED TO THE BOTTOM OF THE CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN 7I MANHOLE TO PREVENT DETERIORATION OF THE SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8" IN J ��'✓ BOTTOM. THICKNESS BEFORE COMPACTION IN ACCORDANCE C I` 2. WATER MAINS ARE REQUIRED TO BE INSULATED A OPEN WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION CMG W. J. KOTARSICI 303.04. AFTER T VERTICAL PLACEMENT OF FILL, 6 ENDED STORM CROSSINGS. o Cl)r; Lic. No. 0402048507 CONTRACTOR SHALL EXCAVATE RECENTLY LAID FILL N o co o 04 sf 09/09/ 1 9 4� AND INSTALL COMPACTED VDOT STD. 21A STONE IN AN v v co 8'x8' O.C. COMPACTED 21A AREA CENTERED ON THE N o m co M INLET(S). CONTRACTOR SHALL REPEAT THIS OPERATION m o v N M N N v rIONAL UNTIL AN 8'x8' O.C. 21A STONE BASE IN INSTALLED Cl) o+ o � + . v v BETWEEN THE EXISTING GROUND AND THE PROPOSED 0 o v p ❑ o v Z Z 00 INLET(S) BASE IN EFFORTS TO REDUCE THE RISK OF N � O > o a_> > > SETTLING. CONTRACTOR SHALL PROVIDE VDOT WITH o" V) � N Co COMPACTION RESULTS PRIOR TO ROAD ACCEPTANCE. rn 0 500 500 N 41 530 530 ¢ o > E w a E Ln < um w LL - W O 0 ¢�W U00 Z FFFFO J -� O a IN,w'Jm wwwwU) a Co a E E E E U 30J)X NOOOOW o a O w w w w? U)x vry z aaaa¢ v>° 0 0 0 0 0 F ¢^ .. w w w w u, U) tl .0.i N > .N..�..�..�. w > > > > Lu w w w w ¢ a SEWER LINE TO BE o CONSTRUCTED PER SEWER EXTENSION ui PLANS O x c� O �w � rn rn W F N N N O O N N Q 0 �NLn N' 00) z �m�oa00) O in DATE 8/26/2019 9+50 10+00 11+00 11+50 DRAWN BY STR 224-208 A. MABEE HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 • DESIGNED BY • J. SHOWALTER • CHECKED BY C. KOTARSKI • • SCALE TOP 185.66 N/A cc � _ H N- N, N • to ��� M • ,o v a?rCD04 g0) z m0M0) n V N (V 7 Moo~ w+�vv= O Oo�O pov��0 ANHO> 0�0>>> CL I� N U)FZ NU)FZZZ V) 520 520 Lu X W 0 C) LL W a cc o W -- w ` z a I� O a 200: ES-1 for 24 inch Pipe �/ J STA 18+67.93 L.L TOP 464.75 � w 201- INV IN 462.50 (201) z Q> w i Q i I..L a J 0 U z ��< V) �I W 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 19+50 9+50 10+00 11+00 11+50 STR 212-200 STR 226-210 HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' JOB NO. VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 41864.002 SHEET NO. C8.2 525 \ 525 212: DI-5 \ STA 10+00.00 \ 520 TOP 516.82 520 INV IN510.43( 27) INV OUT 510.3 (211) E GROUND 515 � 515 510 \ 510 GRADE \ 210: DI-5 STA 12+g2. 1 � 505 TOP 499.47 � 505 INV IN 492.E (211) INV OUT 49 .56 (209) � \ 28`�6 �� � 500 500 �6 2�° \ 2 6: DI-5 208: DI 5 S A 17+90.70 STA 1 +48.15 T P 485.07 TOP 4 9.30 I V IN 477.07 (2 7) 495 INV IN 2. 22 INV OUT 476.97 205) 495 INV IN 82.63 (209) INV O T 482.43 (207) \ 204: DI-5 STA 18+15. 2 490 490 INV IN 476.1 (205) INV IN 476. (251) INV IN 476. (221) 26 1 Op INV OUT 47 .33 (203) 485 1 R 485 �3/ ° 0 480 480 243.13�F 1$" RC @ 2.20%� I 475 � 24. 475 EWER LINE T BE 18"R C NSTRUCTED ER � @ 3.25 P SEWER EXTENS ON PLANS � STEP DOWN � STRUCTURE WIT z" d 470 470 AND VDOT STD. L-1 202: M -2 STA 1 +54.55 ° TOP 4 2.51 INV IN 467.43 (203) \ INV O T 462.64 (246� 465 � �E DOWN � ULVERT 1 S�RUCrfUR WITH z" L JSTE L PLATE 460 460 13.38' O 24" RC @ 1.05° 455 455 450 450 445 445 W O O O N W M R 0) P O N ro h o ri v� v� 0 0 rn rn rn rn rn v EX. GROUND � 495 495 FUT RE GRA E 490 490 12" WATERMAIN 485 1.5' MIN. 485 223 O 72.88' F 480 15 RC 480 ' o 475 475 ro � v Q EX. GROUND 515 � 515 � 510 510 505 505 FUT RE GRADE 500 500 12" WATERMAIN 1.5' MIN. - 495 495 225 72.93' OF 15" RCP 490 @ 1, 0 490 STEP DOWN STRUCTU E WITH STEEL PLATE 485 485 O � h � L NOTE:i iI 0 1. WHERE EVER A "STEP DOWN" STRUCTURE IS USED, A z' STEEL PLATE SHALL BE ADDED TO THE BOTTOM ��+'�✓� OF THE MANHOLE TO PREVENT DETERIORATION OF THE BOTTOM. 2. WATER MAINS ARE REQUIRED TO BE INSULATED A , CRAIG W. J. KOTARSKI > OPEN ENDED STORM CROSSINGS. Lic. No. 0402048507 3. CONTRACTOR SHALL PLACE FILL UNDER INLET(S) AT �f 09/09/ 1 9 w 95 /o COMPACTION & EMBANKMENT MATERIAL SHALL o O CONSIST PREDOMINANTLY OF SOIL AND BE PLACEDANAL IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8" IN THICKNESS BEFORE COMPACTION IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04. AFTER 3' VERTICAL PLACEMENT OF FILL, CONTRACTOR SHALL EXCAVATE o E RECENTLY LAID FILL AND INSTALL COMPACTED VDOT N c STD. 21A STONE IN AN 8'x8' O.C. COMPACTED 21A ¢ 0 AREA CENTERED ON THE INLET(S). CONTRACTOR E SHALL REPEAT THIS OPERATION UNTIL AN 8'x8' O.C. "' E Ln 21A STONE BASE IN INSTALLED BETWEEN THE Lu w 3 w EXISTING GROUND AND THE PROPOSED INLET(S) ¢ a o 3 g BASE IN EFFORTS TO REDUCE THE RISK OF w O `6 ^ 0 SETTLING. CONTRACTOR SHALL PROVIDE VDOT WITH ¢ _j U 00 z u COMPACTION RESULTS PRIOR TO ROAD o rn O w w w w< ACCEPTANCE. a N N a g v Bo 30 X NOOOOW 0 a CL m 0 w w w w? U)x vry z aaa(L¢ v> 1O F 0 0 0 0 0 z ¢^ .. w w w w u, U) tl 0 m > ............ w Lu > > > > wwww ¢ 0 00w w w vi M 0 Lo x 004 Vco O v Lo o'tco Lo O �N Co LO ) `N-' w 00 a, Oi + O u7 ~ O ._. > O o rl rl rl Lu O o Lo Z O N N— CD O O O co 0 w ~ N N N N N O co Op V M M ODQa 7 �N N 2 M W" W Im NH0Z Z �_+077 F VOMM 7 U 0 .ti N N ti 0�1 N U)F— ::) U) W W 00 F ¢ N W 01 O�inZ_Z_p �"+�vv Z ticn�0 i0aw»> o1aZZ0 o N��ZZZ MHO»> (n DATE N U)FZZZ > 8/26/2019 0 } DRAWN BY 510 510 A. MABEE • DESIGNED BY • 1. SHOWALTER • CHECKED BY o _ • C. KOTARSKI N .N.. to .NN.. O • SCALE � o 04 o N/A FUTURE cpovin �co0 Lo M � OD F Lo + c0' F • 0�'np 0�'n _Z O cCO.iFO> NFO>> • N CAFZ N�Fz = z 535 535 O Lo � , V N N N N VvM r , ^ �O Cl) ',1- OR CNN M CL O W N W O W 0,t 0��rnv �ocococov Mo'o�"t = �0 Z) z o�vzzp o"vzzzp J.a - - - w STA N cn Z Z Z 04 U) Z Z 490 490 WINV IN 475.02 (221) W aH O Q d W w Z a r-i STEP DOWN I� O a MANHOLE WITH 2' �/ STEEL PLATE L.L L Q w w m Q a J 0 U V) 0 0 (Q V 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 15+50 9+50 10+00 11+00 11+50 9+50 10+00 11+00 11+50 ~� STR 258-204 STR 228-212 STR 222-204 HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: V=50' w VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 JOB NO. 41864.002 SHEET NO. C8.3 505 505 500 500 S RC OF GRADE EX. GROUND p O / \ 495 \ 495 \ \ 252: DI-5 \ � STA 16+8 .35 TOP 485.1 [INV INV IN 47 .57 (253) 490 490 \ 3 23 \ 1S., pF @ � 204: DI-5 35 S �%p \ \ � TOP 485.06 INV IN 476.17 ( O5) 485 4 INV IN 476.72 ( 51) 485 INV OUT 473.3 (203) \ \ 480 53 480 \ � 250 00' \ 1g" OF @2RgP \ / B 475 0� 475 \ @ 3 P'�,�CULVEFT2 �0 1 / \ 470 / 470 STEP DOW STRUCTURE WITH \ STEEL PLAT 465 465 460 460 v o N v N �n v o rn rn ro rn M of ro O M EX. GROUND 530 530 � 525 525 520 520 G DE 12" rW�AT�ERMAN 515 515 1.5' MIN. 510 _ O 73.14' OF 510 15"RCP @ 1.00% 505 505 500 500 h h FUTURE GRAD 485 .� 485 WATERMAI N 480 480 22j 475 R 475 60 STE DOWN\ STRUCTURE ITH �' \ STEEL PLATE 470 470 EX. G OUND \ \ 465 465 v a L W K N CL N J j Q > J m J (� coW U z ~ 04 W 0)_ � LL Z pul (o CD0 M cq 0)0) co O H O 0 O N + V co � Q LL > H N 0 Z_ U>U)�z HO> U> OH? rPT11 485 PROP. GRA 485 12" WATE MAIN 480 480 STOR PIPE 207 475 475 470 470 EX. GI AIDE \ ` 465 465 460 CULV1 460 251.22' OF 60 INCH DOUBLEBOX CULVERT ER VDOT STD 455 a n.Qno/455 BCD-30 450 450 co o cl) Q) o a 9+50 10+00 11+00 12+00 CULVERT 1 PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 *CULVERT NOTES: 1. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS SIGNED BY A STRUCTURAL PE TO BE APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION FOR CULVERT 1 AND 2 CULVERTS AND ENDWALLS. DESIGN FOR CULVERT AND ENDWALLS SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS AND REQUIREMENTS OF SECTION 6.5 OF THE REVISED GEOTECHNICAL ENGINEERING FOR THIS PROJECT. 2. WALL BACKFILL AND BEDDING FOR BOX CULVERTS AND THE END WALLS SHALL CONFORM TO DETAIL PB-1 OF THE 2016 VDOT ROAD AND BRIDGE STANDARDS. WALL BACKFILL SHALL BE VDOT CLASS I AND SHALL BE COMPACTED IN ACCORDANCE WITH THE 2016 VDOT ROAD AND BRIDGE STANDARDS AND COMPACTION REQUIREMENTS IN THE SPECIFICATIONS. THE BACKFILL SHALL EXTEND HORIZONTALLY AT LEAST ONE-HALF THE STRUCTURE HEIGHT BEHIND THE BACK OF THE STRUCTURE, OR 36 INCHES, WHICHEVER IS GREATER. 3. A DRAINAGE LAYER (SUCH AS CLEAN STONE OR PREFABRICATED DRAINAGE BOARD) SHALL BE PLACED BEHIND THE END WALLS AND COMPACTED WITH A HAND -OPERATED EQUIPMENT WITHIN 5 FEET OF THE WALLS. 4. UNDERCUT ANY SOFT ALLUVIAL SOILS BENEATH THE CULVERT BOTTOMS AND END WALLS TO REACH AN ACCEPTABLE, STIFF SUBGRADE CULVERT AND END WALL SUPPORT. THE UNDERCUT SHALL EXTEND A HORIZONTAL DISTANCE OF AT LEAST THE FOUNDATION (OR CULVERT BOTTOM) WIDTH OUTSIDE THE FOUNDATION. AFTER UNDERCUTTING BENEATH THE CULVERTS AND END WALLS, EXPOSED SOILS AT EXCAVATION BOTTOM SHALL BE EVALUATED BY THE GEOTECHNICAL OR HIS REPRESENTATIVE TO CONFIRM THAT THE SUBGRADE IS ADEQUATELY STIFF. 5. BACKFILLING OF UNDERCUT AREAS SHALL BE CONDUCTED IN ACCORDANCE WITH THE BEDDING REQUIREMENTS OF DETAIL PB-1 OF THE VDOT ROAD AND BRIDGE STANDARDS, WHICH REFERENCES SECTION 302 OF THE 2016 VDOT ROAD AND BRIDGE SPECIFICATIONS. THAT IS, THE BACKFILL SHALL CONSIST OF VDOT NO. 25 OR NO. 26 AGGREGATE. IF STANDING OR RUNNING WATER IS PRESENT IN THE EXCAVATION, VDOT NO. 57 STONE SHALL BE USED TO BACKFILL TO A HEIGHT OF AT LEAST 12 INCHES ABOVE THE STANDING WATER LEVEL, AND THE VDOT NO. 57 STONE SHALL BE CAPPED WITH 4 INCHES OF COMPACTED VDOT NO. 25 OR NO. 26 AGGREGATE. THE VDOT NO. 57 STONE SHALL BE WRAPPED IN A SEPARATION GEOTEXTILE FABRIC THAT MEETS REQUIREMENTS DESCRIBED IN SECTION 245.03(C) OF THE VDOT 2016 ROAD AND BRIDGE SPECIFICATIONS. 6. FOUNDATION EXCAVATIONS FOR END WALLS SHALL BE EVALUATED BY THE GEOTECHNICAL ENGINEER OR HIS REPRESENTATIVE PRIOR TO REINFORCING STEEL AND CONCRETE PLACEMENT. THE EVALUATION SHALL INVOLVE PROBING OF FOUNDATION BEARING SURFACES, ADVANCING SHALLOW HAND AUGER BORINGS, AND DYNAMIC CONE PENETROMETER (DCP) TESTING. IF SOFT FOUNDATION BEARING SOILS ARE ENCOUNTERED, THEY SHALL BE OVEREXCAVATED AND REPLACED WITH VDOT NO. 57 STONE. 7. COUNTERSINK THE UPSTREAM AND DOWNSTREAM INVERTS OF CULVERTS 1 AND 2 6" BELOW THE EXISTING STREAM BED ELEVATION PER VDOT DRAINAGE MANUAL SECTION 8.3.7. ELv, I LL O W a j aU) J « J x J N U J N 04 > J �U �U oco U 0) co Lo Z tjo�v ZO opop 0� O N W N F, 7 0 N F � 7 Z �0¢a> c\jOa> u O U> O> QF F z U U) Z ELM PROP GRADE 12' WATERMAIN 490 490 485 EX. GRADE 485 \ 0 i 480 \ 480 475 CULV2 475 72W 8 O 48H INCH BO 470 P R VDO CULVERT* 470 @ 1.53% -20 465 465 1 a K 13+00 9+50 10+00 11+00 CULVERT 2 PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 STORM STRUCTURE254 r'Ar � 00 o 0�N ou�U) W ON~ �L0 o aa0 U�Pz CL <M C J o � M U o,o0U-) M N � cb U + N U)W �OZ N a a U (jP> Z rAr \ PROP. GRP DE \ EX. GR DE 530 530 525 MIN. 525 1.5' 13CULV3 12" WATERM IN 3 "f?cp @ 520 .18% 520 515 515 a o 12+00 9+50 10+00 11+00 12+00 CULVERT 3 PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 CMG W. J. KOTARSKI > Lic. No. 0402048507 09/09/ 1 9 '�vE ^� E 0 0 rn U N � N Q O > E w a E w w 3 Q LL o 3 p LL 0 wO `mom 0 W L Q<� Vof"lo W J —N M � co U W W � 0 x LL p Q v = N N F Q . EO10 N W M a� W J CL O ce Z O a_ u V N W 0 z O U) w rn rn F N N N O O N N p 00 � M �0001 DATE 8/26/2019 17:7_\TATiII A. MABEE DESIGNED BY 1. SHOWALTER CHECKED BY C. KOTARSKI SCALE N/A z ,O V / z Lu W 0 a O cic W LL a J U z Q } Z D O U w J Q w m J Q W 0 w J U L H JOB NO. 41864.002 SHEET NO. C8.4 GENERAL: 1. THIS PROJECT IS CLASSIFIED AS TYPE A, UNDER THE VDOT CLASSIFICATION SYSTEM. 2. THE PROJECT LENGTH IS APPROXIMATELY 3,800 FEET THROUGH FORESTED LAND. THE WIDTH OF THE WORK ZONE VARIES BETWEEN 1 00'AND 160'. 3. THE PURPOSE OF THIS PROJECT IS TO PROVIDE A CONNECTION FROM THE EXISTING TERMINUS OF INNOVATION DRIVE NORTHWARD TO THE INTERSECTION OF ROUTE 1571 (LEWIS AND CLARK DRIVE) AND ROUTE 1666 (QUAIL RUN ROAD). THIS WILL PROVIDE ACCESS FOR FUTURE DEVELOPMENT. THE CONSTRUCTION CONSISTS OF FILL EXCAVATION, CONSTRUCTING A NEW ROAD, INSTALLATION OF A SHARED -USE PATH, INSTALLATION OF CURB RAMPS. AND INSTALLATION OF PAVEMENT MARKINGS. 4. TRAFFIC ALONG THE CONNECTING ROADS IS MINOR AND CONSISTS PRIMARILY OF COMMUTERS AND LOCAL RESIDENTS. 5. THE EXISTING POSTED SPEED LIMIT FOR ROUTE 1571 (LEWIS AND CLARK DRIVE), ROUTE 1666 (QUAIL RUN ROAD), AND INNOVATION DRIVE IS 35 MPH. ALL EXISTING SPEED LIMITS ARE EXPECTED TO BE MAINTAINED DURING ALL PHASES OF CONSTRUCTION. TEMPORARY TRAFFIC CONTROL (TTC) / MAINTENANCE OF TRAFFIC 6. THE MAJOR CONSTRUCTION PHASES WILL TAKE PLACE BEYOND THE EXISTING ROAD SECTION. EXISTING TRAFFIC PATTERNS WILL BE MAINTAINED WITH MINIMAL IMPACTS WHILE A SIGNIFICANT PORTION OF WORK IS COMPLETED. TYPE III BARRICADES WITH "ROAD CLOSED" SIGNS AND GROUP II CHANNELIZING DEVICES SHALL BE PROVIDED AT THE EXISTING ROADWAY CONNECTIONS. 7. SHOULDER CLOSURES AND FLAGGING OPERATIONS ARE ANTICIPATED FOR THIS PROJECT AND SHALL BE PROVIDED IN ACCORDANCE WITH THE VIRGINIA WORK AREA PROTECTION MANUAL, 2011 EDITION, (APRIL 1, 2015 REVISION). THE FOLLOWING TEMPORARY TRAFFIC MEASURES SHALL BE USED: 7.1. TTC-4.1 -STATIONARY OPERATION ON A SHOULDER 7.2. TTC-5.1 - SHOULDER OPERATION WITH MINOR ENCROACHMENT 7.3. TTC-17.1 -INSIDE LANE CLOSURE OPERATION ON A FOUR -LANE ROADWAY 7.4. TTC-67.0 - LANE CLOSURE OPERATION THROUGH AN UNSIGNALIZED INTERSECTION 8. ACCESS TO ADJACENT PROPERTIES SHALL BE MAINTAINED AT ALL TIMES. PUBLIC COMMUNICATION PLAN: 9. PORTABLE CHANGEABLE MESSAGE SIGNS (PCMS) SHALL BE USED TO NOTIFY THE TRAVELING PUBLIC OF ANY SUCH MAJOR TRAFFIC CHANGES 72 HOURS IN ADVANCE OF THE CHANGE. TRANSPORTATION OPERATION PLAN: 10. THE CONTRACTOR SHALL INFORM VDOT WHEN A LANE CLOSURE IS PLANNED. THE CONTRACTOR SHALL NOTIFY THE "REGIONAL TRAFFIC OPERATIONS CENTER" (RTOC) WHEN THE CLOSURE IS IMPLEMENTED, AND AGAIN WHEN IT IS REMOVED. THE RTOC WILL IN TURN PLACE THE INFORMATION INTO THE "511 VIRGINIA" TRAFFIC ALERT SYSTEM (A SERVICE OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION TRAFFIC SYSTEM). 11. IN CASE OF EMERGENCY, CALL 911. THE FOLLOWING IS A LIST OF LOCAL NON -EMERGENCY NUMBERS: COUNTY FIRE: 434-296-5833 COUNTY SHERIFF: 434-296-5807 STATE POLICE: 434-293-3223 PROJECT PERSONNEL: ENGINEER CONTACT: CRAIG KOTARSKI, TIMMONS GROUP: 434-327-1688 INSPECTOR:TBD DEVELOPER CONTACT: TODD MARSHALL, UNIVERSITY OF VIRGINIA FOUNDATION: 434-924-2569 REGIONAL TRAFFIC OPERATIONS CENTER, SHIFT SUPERVISOR: 540-332-9500 VDOT DISTRICT PUBLIC AFFAIRS OFFICER: LOU HATTER, 540-727-3201 12. ANY TRAFFIC INCIDENT (IF APPLICABLE) THAT OCCURS DURING THE LIFE OF THIS PROJECT WILL BE DISCUSSED BY THE CONTRACTOR, AND THE ENGINEER OF RECORD TO DETERMINE WHETHER ANY CHANGES NEED TO BE MADE TO THE TRAFFIC CONTROL ON THE PROJECT. TRANSPORTATION MANAGEMENT PLAN TMP GENERAL NOTES: 1. ANY REQUIRED LANE CLOSURES MUST BE APPROVED IN ADVANCE BY VDOT. 2. LANE CLOSURES ARE ONLY PERMITTED ON ROUTE 1571 (LEWIS AND CLARK ROAD) AND ROUTE 1666 (QUAIL RUN ROAD) BETWEEN THE HOURS OF 9:00 AM TO 4:00 PM AND 7:00 PM TO 5:30 AM, MONDAY THROUGH FRIDAY, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. FOR MORE INFORMATION, SEE TEMPORARY TRAFFIC CONTROL IMPLEMENTATION ON THIS SHEET. 3. ALL AREAS EXCAVATED DEEPER THAN 2" (TWO INCHES) BELOW EXISTING PAVEMENT SURFACE AND WITHIN THE CLEAR ZONE, AT THE CONCLUSION OF EACH WORKDAY, SHALL BE BACK FILLED TO FORM AN APPROXIMATE 6:1 WEDGE AGAINST THE PAVEMENT SURFACE FOR THE SAFETY AND PROTECTION OF VEHICULAR TRAFFIC. ALL COST PLACING, MAINTAINING, AND REMOVING THE 6:1 WEDGE SHALL BE INCLUDED IN THE PRICE BID FOR OTHER ITEMS IN THE CONTRACT AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED. 4. TRAFFIC SHALL NOT BE STOPPED ON ROUTE 1571 (LEWIS AND CLARK DRIVE) AND ROUTE 1666 (QUAIL RUN ROAD) FOR LONGER THAN FIVE MINUTES AT ANY TIME UNLESS OTHERWISE DIRECTED BY THE ENGINEER. TRAFFIC SHALL NOT BE DETAINED ON INNOVATION DRIVE AT ANYTIME, UNLESS DIRECTED BY VDOT. 5. LANE CLOSURES WILL NOT BE PERMITTED ON HOLIDAYS, WEEKENDS, OR ON FRIDAY-SATU RDAY-SUN DAY-MON DAY SURROUNDING HOLIDAY WEEKENDS UNLESS OTHERWISE APPROVED IN ADVANCE BY VDOT. 6. ANY CONTRACT ITEM(S) NOT SPECIFICALLY NOTED IN THE MAINTENANCE OF TRAFFIC MAY BE SCHEDULED FOR CONSTRUCTION AT THE CONTRACTOR'S OPTION, AS APPROVED BY THE ENGINEER. 7. VEHICULAR AND PEDESTRIAN ACCESS TO ADJACENT PROPERTIES AND CONNECTING STREETS SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. PROPERTY OWNERS SHALL BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO ANY ACTIVITIES WHICH WOULD IMPEDE ACCESS TO THEIR PROPERTY. IN ALL CASES IN WHICH EXISTING OR ESTABLISHED TRAFFIC PATTERNS WILL BE DISRUPTED, THE CONTRACTOR WILL NOTIFY ALL AFFECTED RESIDENTS AND/OR BUSINESSES A MINIMUM OF 48 HOURS IN ADVANCE OF THE ANTICIPATED DISRUPTION BY DISTRIBUTING DOOR-TO-DOOR NOTICES. NOTICES SHALL INCLUDE DETAILED DESCRIPTIONS OF THE CHANGES TO THE EXISTING TRAFFIC, FOR ALL TRAFFIC ENTERING AND EXITING THE ADJACENT PROPERTIES DURING CONSTRUCTION. A COPY OF THE NOTICE SHALL BE FORWARDED TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO THE BEGINNING OF WORK. 8. ALL TRAFFIC CONTROL SHALL BE SET UP AND SPACED ACCORDING TO THE VIRGINIA WORK AREA PROTECTION MANUAL, 2011 EDITION, (APRIL 1, 2015 REVISION). 9. CONTRACTOR SHALL PROVIDE ADDITIONAL TRAFFIC CONTROL AS DIRECTED BY THE VDOT AND/OR THE ENGINEER SHOULD FIELD CONDITIONS WARRANT. 10. CONTRACTOR MAY REDUCE LANE WIDTHS TO 11' MINIMUM DURING CONSTRUCTION. ANY TEMPORARY PAVEMENT MARKINGS THAT ARE REQUIRED ARE THE RESPONSIBILITY OF THE CONTRACTOR. 11. CONTRACTOR IS RESPONSIBLE FOR PLACEMENT AND MAINTENANCE OF ALL TEMPORARY PAVEMENT MARKINGS AND SIGNAGE THAT ARE REQUIRED OR IMPLIED IN THE CONSTRUCTION PHASING SHEETS THAT FOLLOW. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL TRAFFIC CONTROL DEVICES, SIGNAGE, EQUIPMENT, PERSONNEL, INCLUDING CERTIFIED TRAFFIC CONTROL PERSONNEL, ETC. TO CONTROL TRAFFIC DURING CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT-OF-WAY. ALL TRAFFIC CONTROL SHALL BE IN STRICT ACCORDANCE WITH THE STANDARDS, GUIDELINES, POLICIES, AND OBJECTIVES OF THE LATEST EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL, 2011 EDITION, (APRIL 1, 2015 REVISION), MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), AND ALL VDOT AND ORANGE COUNTY PERMITS. 12. AT NO TIME SHALL CONSTRUCTION TAKE PLACE ON BOTH THE RIGHT AND LEFT SIDES OF VEHICLES, UNLESS OTHERWISE SPECIFIED BY THE ENGINEER. 13. EMERGENCY VEHICLE, BUS, AND MAIL ROUTES SHALL BE MAINTAINED AT ALL TIMES. GREGORY T. STECHER ADVANCED WORK ZONE TRAFFIC CONTROL VERIFICATION #071216003 TEMPORARY TRAFFIC CONTROL IMPLEMENTATION: PHASE 1 CONSTRUCTION CONSISTS OF NEW ROADWAY CONSTRUCTION, THE INSTALLATION OF A SHARED -USE PATH, CURB AND GUTTER, DRAINAGE STRUCTURES, CURB RAMPS, AND PERFORMING GRADING OPERATIONS. THE MAJORITY OF CONSTRUCTION ACTIVITIES SHALL TAKE PLACE BEYOND THE EXISTING ROADWAY. THE CLEAR ZONE FOR THE WORK AREAARE AS FOLLOWS: ROUTE 1571 (LEWIS AND CLARK DRIVE) - 8 FEET ROUTE 1666 (QUAIL RUN ROAD) - 8 FEET INNOVATION DRIVE - 8 FEET THE CLEAR ZONES WERE DETERMINED FROM FIGURE 2 - CLEAR ZONE AND DROP-OFF REQUIREMENTS, FOUND IN APPENDIX A, SHEET A-4 OF THE LATEST VIRGINIA WORK AREA PROTECTION MANUAL, 2011 EDITION, (APRIL 1, 2015 REVISION). WHEN CONSTRUCTION OCCURS WITHIN THE CLEAR ZONE AT THE INTERSECTION OF QUAIL RUN ROAD AND LEWIS AND CLARK DRIVE, FOR INSTALLATION OF PAVEMENT TIE-INS, CURB RAMPS, CURB AND GUTTER, AND INTERSECTION SIGNING AND PAVEMENT MARKINGS, TRAFFIC SHALL BE MAINTAINED IN ACCORDANCE TO TTC-67.0 DURING THE ALLOWABLE WORKING HOURS, AS PRESCRIBED IN THE GENERAL NOTES, TTC/MOT NOTES, AND THROUGH THE USE OF GROUP II CHANNELIZING DEVICES AND PROPER SIGNAGE. FOR THE INSTALLATION OF PAVEMENT MARKINGS ALONG LEWIS AND CLARK DRIVE, TRAFFIC SHALL BE MAINTAINED IN ACCORDANCE TO TTC-17.1 DURING THE ALLOWABLE WORKING HOURS, AS PRESCRIBED IN THE GENERAL NOTES, TTC/MOT NOTES, AND THROUGH THE USE OF GROUP II CHANNELIZING DEVICES AND PROPER SIGNAGE. WHEN CONSTRUCTION OCCURS OUTSIDE OF THE CLEAR ZONE ALONG QUAIL RUN ROAD, TRAFFIC SHALL BE MAINTAINED ACCORDING TTC-4.1 OR TTC-5.1, AS PRESCRIBED IN THE GENERAL NOTES, TTC/MOT NOTES, AND THROUGH THE USE OF GROUP II CHANNELIZING DEVICES AND PROPER SIGNAGE. ROUTE 1571 LEWIS AND CLARK DRIVE ROAD CLOSURE ROU7-E 1666 QUq/L F?0N D 0 INNOVATION DRIVE ROAD CLOSURE *40N 4 X30 MnT Try SCALE NOT TO SCALE -�� (iRL(, )RY'I'HOMAS STU HER Lic. No.054620 03/19119 M E N 8 N C *0 um,(6E _y �Uvi c 3 mot'^" d Luj6 W J -,i d 2 O N z�� 30 �ing oa ="t V j 10 a �Ln O N �M a'T ow M 0 m M 0 W x a z 0 m w 0 z O i F� H z 0 a u U w 0 z 0 > w cr w H 0 0 0311912019 DRAWN BY G.STECHER DESIGNED BY G.STECHER CHECKED BY K. O'MEARA SCALE N/A IOB NO. 1864.0 SHEET NO. C9.0 L Page 611-14 April 2015 Typical Traffic Control Stationary Operation on a Shoulder (Figure TTC-4.1) NOTES Standard 1. For long-term stationary work (more than 3 days) on divided highways having a median wider than 8', sign assemblies on both sides of the roadway shall be required as shown (ROAD WORK AHEAD (W20-1), RIGHT SHOULDER CLOSED AHEAD (W21-51SR), RIGHT SHOULDER CLOSED (W21-5aR?), even though only one shoulder is being closed. For operations less than 3 days in duration, sign assemblies will only be required on the side where the shoulder is being closed and a RIGHT SHOULDER CLOSED (W21-5id sign shall be added to that side. Guidance 2. Sign spacing should be 1300'-1500' for Limited Access highways. For all other roadways, the sign spacing should be 500' 800' where the posted speed limit is greater than 45 mph, and 350'-500' where the posted speed limit is 45 mph or less. Option: 3. The SHOULDER WORK (W21-5) sign on all intersecting roadway may be omitted where drivers emerging from that roadway will encounter another advance warning sign prior to this activity area. 4. For short duration operations of 60 minutes or less, all signs and channelizing devices may be eliminated if a vehicle with activated high -intensity amber rotating, flashing, E oscillating lights is used. Standard: 5. Vehicle hazard warning signals shall not be used instead of the vehicle's high -intensity amber rotating, flashing, ® oscillating lights. Vehicle hazard warning signals can be used to supplement high -intensity amber rotating, Dashing, or' oscillating, lights. 6. Taper length (L) and channelizing device spacing shall be at the following: Taper Length (L) Speed Limit (mph) Lane Width (Feet) 9 1 10 11 12 25 95 105 115 125 30 135 150 165 180 35 185 206 225. 245 40 240 270 295 320 45 405 450 495 540 50 55 450 495 500 550 550 605 600 660 60 540 600 660 720 65 11 585 1 650 715 780 70 630 700 770 840 Minimum taper lengths for Limited Access highways shall be 1000 feet. Shoulder Taper = % L Minimum Channelizing Device Spacing Location Transition Spacing Speed Limit (mph) 0.35 36+ 2(r 4V Travelway Spacing 1 40' 1 80' Construction>as Arxs` 80' 120' ' Spacing may be increased to this distance, but shall not exceed one access per Y. mile. On roadways with paved shoulders having a width of 8 feet or more, channelizing devices shall be used to close the shoulder in advance of the merging taper to direct vehicular traffic to remain within the traveled way. 7. The buffer space length shall be as shown in Table 6H-3 on Page 611-5 for the posted speed limit. 8. A truck -mounted attenuator (TMA) shall be used on the shadow vehicle on Limited Access highways and multi -lane roadways with posted speed limit equal to or greater than 45 mph for operations with a duration greater than 60 minutes. 9. When a side road intersects the highway within the temporary traffic control zone, additional traffic control devices shag be placed as needed. 1: Revision I-4/112015 April 2015 Stationary Operation on a Shoulder (Figure TTC4.1) Page 6H-15 V) NOTE 8 ING )DE) Page 611-16 April 2015 Typical Traffic Control Shoulder Operation with Minor Encroachment (Figure TTC-5.1) NOTES Standard 1. For required sign assemblies for multi -lane roadways see Note 1, TTC4.' Guidance 2. Sign spacing should be 1300'-1500' jor Limited Access highways. For all other roadways, the .sign spacing should be 500'-800' where the posted speed limit is greater than 45 mph, and 350'-500' where the posted speed limit is 45 mph or less. 3. When work takes up part of a lane on a high volume roadway; vehicular traffic volumes, vehicle mix, speed and capacity should be analyzed to determine whether the affected lane should be closed. Unless the lane encroachment analysis permits a remaining lane width of 10 feet, the lane should be closed. If the closure operation is on a Limited Access highway, the minimum lane width is 11 feet. Option: 4. The ROAD WORK AHEAD (W20-1) sign on an intersecting roadway may be omitted where drivers emerging from that roadway will encounter another advance warning sign prior to this activity area. Standard: 5. A shadow vehicle with either an arrow board operating in the caution mode, or at least one high - intensity amber rotating, flashing, W oscillating light shall be parked 80' - 120' in advance of the first work crew. 6. Vehicle hazard warning signals shall not be used instead of the vehicle's high -intensity amber rotating, flashing, 0 oscillating lights. Vehicle hazard warning signals can be used to supplement high -intensity amber rotating, flashing, E oscillating lights. 7. Taper length (L) and channelizing device spacing shall be at the following: Taper Length (L) Speed Limit (mph) Lane Width (Feet) 9 10 11 12 25 95 105 115 125 30 135 150 165 180 35 185 205 225 245 40 45 240 405 270 450 295 495 320 540 50 450 495 500 550 550 605 600 660 55 60 540 600 660 720 65 585 650 715 780 70 630 700 770 940 Minimum hi taper lengths for Limited Access hwa s shall be 1000 feet. Shoulder Taper='/ L Minimum Channelizing Device Spacing Location Speed Limit (mph) 0.35 36+ Transition Spacing 20' 40' Travelway Spacing 40' 80, Constmcton Aocess` 80' 1 120' ' Spacing may be increased to this distance, but shall not exceed one access er'/. mile. On roadways with paved shoulders having a width of 8 feet or more, channelizing devices shall be used to close the shoulder in advance of the merging taper to direct vehicular traffic to remain within the traveled way. S. The buffer space length shall be as shown in Table 6H-3 on Page 611-5 for the posted speed limit. 9. A truck -mounted attenuator (TMA) shall he used on Limited Access highways and multi -lane roadways with posted speed limit equal to or greater than 45 mph. 10. When a side road intersects the highway within the temporary traffic control zone, additional traffic control devices shall be placed as needed. 1: Revision 1-41112015 April 2015 Page 6H-17 Shoulder Operation with Minor Encroachment (Figure TTC-5.1) G20-2 (V) 500' ± ,Q\ 80'- 120' SHADOW VEHICLE 10' WZ7 REQUIRED MIN TMA OPTIONAL SEE NOTE 9 ILLUMINATED FLASHING AMBER (CAUTION MODE) 0 TYPE B OR C SEE NOTE 8 0 180, O CHANNELIZING O DEVICES SPACING 0 SEE NOTE 7 SEE NOTE 6 CHANNELIZING Still' ® DEVICES SPACING SEE NOTE 7 W21-SaR SEE NOTE t -; 500' SEE NOTE 2 'an sxouEDEs SEE NOTE 1 CLOSED -i _ W21-5nR AHEADt 500' t +.00S W21-5bR ROAD SEE NOTE 2 SEE NOTE 1 WORN -i ON3 W70-1 xtl0a al ROAD WORK W20-1 Page 6H-40 April 2015 Typical Traffic Control Inside Lane Closure Operation on a Four -Lane Roadway (Figure TTC-17.1) NOTES Standard: 1. On divided highways having a median wider than 8', right and left sign assemblies shall be required. Guidance: 2. Sign spacing should be 1300'-1500' for Limited Access highways. For all other roadways, the sign spacing should be 500'-800' where the posted speed limit is greater than 45 mph, and 350'-500' where the posted speed limit is 45 mph or less. 3. Care should be exercised when establishing the limits of the work zone to insure maximum possible .sight distance in advance of the transition, based on the posted .speed limit and at least equal to or greater than the values in Table 611--3. For Limited Access highways a minimum of 1000' is desired. 4. All vehicles, equipment, workers, and their activities should be restricted to one side of the pavement. Standard: 5. Taper length (L) and channelizing device spacing shall be: Taper Length (L) Speed Limit Lane Width (Feet) (mph) 9 10 11 1 12 25 95 105 115 125 30 35 135 185 150 205 165 225 180 245 40 240 270 295 320 45 405 450 495 540 50 55 450 495 500 550 550 605 600 660 60 540 600 660 720 65 585 650 715 780 70 630 700 770 840 Minimum taper lengths for Limited Access hi hwa s shall be 1000 feet. Shoulder Taper = % L Minimum Channelizing Device Spacing Location Transition Spacing Speed Limit (mph) 0-35 20' 36+ 40' Travelway Spacing 40' 80' Construction Access- 80' 120' ' Spacing may be increased to this distance, but shall not exceed one access er %.mile. On roadways with paved shoulders having a width of 8 feet or more, channelizing devices shall be used to close the shoulder in advance of the merging taper to direct vehicular traffic to remain within the traveled way. 6. An arrow board shall be used when a lane is closed. When more than one lane is closed, a separate arrow board shall be used for each closed lane (see Figure TTC-18). 7. The buffer space length shall be shown in Table 611-3 on Page 611-5 for the posted speed limit. 8. A shadow vehicle with either a Type B or C arrow board operating in the caution mode, or at least one high intensity amber rotating, oscillating light shall be parked 80'-120' in advance of the first work crew. When the posted speed limit is 45 mph or greater, a truck - mounted attenuator shall be used. 9. Vehicle hazard warning signals shall not be used instead of the vehicle's high -intensity amber rotating, flashing, or oscillating lights but can be used to supplement the amber rotating, flashing, oscillating lights. 10. When a side road intersects the highway within the TTC zone, additional TTC devices shall be placed as needed. 1: Revision 1 - 4/l/2015 April 2015 Page 6H-41 Inside Lane Closure Operation on a Four -Lane Roadway (Figure TTC-17.1) ILLUMINATED FLASHING AMBERARROW TYPE( SEE NOTES 3 & 6 SHOULDER TAPER SEE NOTE 5 ®'0 W9-2R G20-2 (V) SHADOW VEHICLE REQUIRED rMA REQUIREMENT SEE NOTE 8 ILLUMINATED FLASHING (AMBER CAUTION MODE) TYPE B OR C _ SEE NOTE 7 W4-2L R447R VV9-3L 1V20-1 Page 6H-140 April 2015 Typical Traffic Control Lane Closure Operation through an Unsignalized Intersection' (Figure TTC-67.0) NOTES Guidance: 1. Sign spacing distance should be 350'-500' where the posted speed limit is 45 mph or leas, 500'-800' where the posted speed limit is greater than 45 mph. Standard: 2. Channelizing device spacing shall be on 20' centers or less 100 feet in advance of the intersection. Guidance: 3. If room permits, a shadow vehicle with at least one rotating amber light or high intensity amber strobe light should be parked 80'-120' in advance of the first work crew. 4. If the posted speed limit is 45 mph or greater, the shadow vehicle should have a truck -mounted attenuator. 5. 1f the work space extends across a crosswalk the crosswalk should be closed using the information and devices shown in Figure TTC-36. Option 6. At the stop condition intersecting roadway- additional flaager sign may be used (BE PREPARED TO STOP (W34)) between the ROAD WORK AHEAD and the flaaeer station in the proper sequence, as directed by the Regional Traffic Engineer. 1: Revision 1-4/l/2015 April 2015 Page 611-141 Lane Closure Operation through an Unsignalized Intersection[ (Figure TTC-67.0) T L 310N ONV t 114018 W01109 39S T lnOAVT NENS 803 T T r� NOIl1/1S 213DOV13 .00L • .0 ' a313n1 it O mm m �m Np m � rn G) O m '00L •.09 �5 0O 0 Z;u +,Opl y 1: Revision 1 - 4/1/2015 - _ G20-2 (V) 500' + ED e -,"Z &q F ® R ■ vz 0 NNZ 1 I= e a BUFFER FLAGGER STATION SEE NOTE 1 IT W20-/ SEE NOTE 1*PREPARED SEE NOTE 1 out ust .�-- - ROAD 4'1U 1 SEE AHEAD NOTE 1 Ao MORa VJ7l:-I EAD GREGORY T. STECHER ADVANCED WORK ZONE TRAFFIC CONTROL VERIFICATION #071216003 GREGURY T� S STECHER Lic. No. 054620 03119/19 h EE CD N 8 N y c > E w °/ E y " N w 3 w :0 3 w - WOt� Qd� UDmo d 2 O N Z.w7 30L'n 9 ai LL �Q �v c V US X F c Sri O N �M a � ssoo F Z O i E Z O a- K U to w Z O w K w Q O DATE 0311912019 DRAWN BY G.STECHER DESIGNED BY G.STECHER CHECKED BY K. O'MEARA SCALE N/A z 0 V / Uj z 1 W I --I O W O LU J tY Q W LU w \ J / Q F�LUiL LU Q J L i W O I --I J J = LL UUa 0 z U) 11 W J IOB NO. 1864.0 SHEET NO' C9.1 0 c N L \\\ \\I \ 1, I1, �!/!I/III MITIGATION CALCULATIONS MITIGATION AREAS: \ _ r \ ` \ ' I I ' /l, ' / (' "% BUFFER AREA DISTURBED _ ` \ \ \\\ lI IiI�IIII N/Il// I L TOTAL DISTURBED AREA PLANT CALCULATIONS ;;;1,,; 144,345 SF (3.31 AC) �_____ MITIGATION AREA TO BE PLANTED WITH SEEDLINGS / ` \ \ _ - _ _ _ / ' It( I \ \ '1 I��y 1 \,lt\\ OPTION 1:600TREES /ACRE ., _ ' I `\\ \\\\\ \� `; `\\I• MITIGATION AREA REO'D (DIST x 2) 930 tubes and mats �� _` I \ \I \, `\ it\` \ \���\\ \`;�\ 288,690 SF (6.62 AC) /'//i PLANT LIST ' \ IN IN \ PROPOSED TOTAL MITIGATION 132 Acer rubrum 12-18" ht. seedling '"' ,\\ \ `\ \ \ \ ` \\ \\ �\ \ \\ `\ „ j'/\\\ \ \ , l \ \ \ \ \ 1 `j11111111 AREA PROVIDED = 67,493 SF (1.55 AC) 132 Carpinus caroliniana 12 -18 ht.seedling - - \ \ \\ \ \ \ , \\ ,', I , t `, 1 ,' I I I' ';��\ * MAXIMUM POSSIBLE AREA FOR MITIGATION 132 Liriodendron tuli ifera 12-18" ht. seedling r= \ ' ' , I I ' I NI/ h g -� r/ I I HAS BEEN PLANTED WITHIN THE LIMITS OF 132 Nyssa sylvatica 12-18" ht. seedling _-\ /;'- \, \ \ `- DISTURBANCE WITHIN THE WPO BUFFER. 138 Platanus occidentalis 12-18 ht. seedling ADDITIONAL AREAS OUTSIDE THE LIMITS OF 132 Quercus bicolor 12-18 ht. seedling-__ DISTURBANCE ARE ALREADY WOODED. 132 Quercus palustris 12-18" ht. seedling , , - - \ ! - - _ _ _ _ _ ; _ \ \ _ _ / / I I ",IIII _ l/l III, l /I ` \\ ` \ TOTAL PLANTS: 930 \\\ /#'/''" \\ 'I � ' ' / __ /I 1 I I ' // /i'i ! // � -_-_--� _\ � 1 \ \ ` \ 1 I ' / / A / , I111 /� _ 11 // •• _� - ' �' / (_. •+-_ \\ ' ' �'/ _-''/////' 1 I 1 I /////Iiii'�'/i/�i/'�/ /'// 'll Ill ` \ \ \ \ \ I l / f // 1 IIII _ I \\ \ \ I \ / / / %/ / / / r _ j/ / 1 I I I I / l /1// I!i% i/'/' _ �_ _ \\ - / 1 ( \ \` l \ / ' I' / ( 1 I 1 '� ' I SIEMENS ,/\\ °/I1/l / \ 1I \ I /�/ll \ / / f \\ \\ I 1 / / - I( I / \ \ / /! r'' / :'' I ' (, / / ORPORATION /�.`� \\\\ \\\tl I\)II 1 \ \� _ �-`t' �/ / / `\ \\`\\ \�\\ \� \ \\\ \\ 11\\ ♦ \ \\\_ $30 ==r�_911\`\\ \\ ---__�_�/ / II\\IIII////, I1111/1\� II\ '• `,e� v \--7� - _ \ i-- \\ \ ^ %/i i/ - _ _ �_ '!_-� \\ \` \ \ `S�\ \�` \\� II \ \' ` \ \ \ \ _ i / 1 1 I I I 1 \ \ . • : r� E C\_t__1 _ .\ \ L \ 1 \\\ \o�\ ,_ _ _ /�/ _\ \ \ \ NOTE\1S-� \ \ $2t7— l \ \ \ / p _ =�-- \\L 1 / \ , i I , 1' - ' _ _ _ _ _ '_ \ ♦ ` \ \ \ \ \ 1 l I I / 1 \ \ \ �\ 1 �' _ / 1 [ I I IIIII I I Ij '"::':y.'iy;.,\ I, \ \ \\ \ \ \ \ 4 \ o \ `\ \ _ �• - . \v` \ \O, \ IN \ 1 I, I II I I I I I I I ::••ti: Il �I \ \\ \ \ rn\ \` �\ <.,/ _ \ %/ \ \\\ \�\� - - \ \\ _ / III 1 11111 \\\ \ \ \ / I \ I / 11 \ \ 510- .� \ l \ \ \O1 1 \ \ r _ _n/ \ \ \ 1 f \ \ I�/// /// 1 `' I ` \ \�=2 �\\`\\ \ \ _ I II I,f.' \\\\\\\\ \�` i^ \ ! \ �' S ` - \ \ 1 1 \ (I ' , 11 \ / \ `\' - \ \_ 'i _ - \ \\ \ 1 11 �t ` `I \ 1 11 I ' ///I,/ [ /�//,l / \'\ \\ \\\� \ ` \ \� �_�.rJ()O_\\ %\ \� �\ \ ` ^`� \ - - - / / 111\\\ \ \\I\III 11 \ \ \ \ \ \ \ \\ \ \b \ �FEf�'� \ \• m�'1 \ _ ' / / / \ .\ \ / \ \ _ \ L / Per \ 70 /. 1`�—__q �` \\\\`\\ \7i \ `_ \\\\\\\\\\ \\\ \ ..'\•! \ \ \ v._ Qv`L.`/ )I 9p'=����/-•�\ \\ \_ _ _ I \\ \ 1 '�/ // �i// _\Y�.--��—/—`�-� ��'`�—��\1\1\111,/[y�//'/� \�i�\\�\ III II'/// //1—_�\\\\IIII\\1 \_--_�_\_\\\\\\��j\dull\\\\\\�1\ \ \ III I `�•.:,. /i _ \ \ \ cs 1 1 1 \// / ///,/, LJ/ 1 I 1 1 \ I _ ^ a _\\, \ _\ I 111 I Ill / ' r — _ I I f / / / I I \ l I \' / \ \� \ \ \ _ �\ \ \ . \ \ \ \ t i /'/— `\ _' \ I I 1' /(Ill—t3RaP'Wke \ I L � \ \v� �\ 1 \r \ \ / / J � � \ -� �\` ` _ -T A4 L\I fllT�ltS�j \ \ \ \ \ \ N. 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KOTARSKI > Lic. No. 0402048507 r"dI oe/09/ 19 CL O w t7 N z 0 f f AM .L z O U U rn w Z O w M W Q t] DATE 812612019 DRAWN BY A. MABEE DESIGNED BY 1. SHOWALTER CHECKED BY C. KOTARSKI SCALE 1"=150, IOB NO. 864.0 SHEET NO. C10.0 L 1 I \\ �- -•//1 I \\\`\\ \\ 11IIIIII�fI �''\\�\\\\\\ . 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III \ l�o. 14 \ 03/25/19 1 0*0 N Vi N C > E w ° E \ ¢ L0 3 0 w O � n \ w m , \ K W L M ¢ J U m Z \ w j —vi O W ON (D d z H i 7 K ?i O Q w w Q oa =� \ I I I '/ ¢ 00 It �=/) < (9)ACE SUG APPROXIMATE LO TION 11 \/ ', w DATE SHRUB AREAM�( / > c \ I \ (961 Sp \� ' 9/24/2018 \ \ \ \ \ \ \ OF EXISTING SEPT FIELD \ o } DRAWN BY Lu + n \ \ I z M. RACHNER DESIGNED BY \ \\ \ \\ \ \\ \ , ' ��\`: Sj \'\•\ `\ \ \ // r_l • F.HANCOCK \ \ \ `\ \ \\\ \ •/ \ �\ 8 �/ • CHECKED BY (306 SUB 4REA • • F. HANCOCK \ \ \ \ \ \ \ \ \ \ \ _ _ \ \ \ ` \ i — — — / _ _ _ \ \ \. - - ' \ \ \ \ \ \ ' / • SCALE 1 " = 30' Dt\VSE TREE$' A, . \ \ \ \ \ \ ` _ \ \ \ \ \ \ / \ UG \ •\ �R/ \ \ \ \ \ \ \ ((3jCHI VIR 5)AME CAN / \ \ \ \ J \ \ \ ` \ \ \ \ • \ • \ ` \ VF �Q - - _ _\ \ \ \ SHRUB AREA MIX ' (3) QUE COC \(\g� - SHRUB AEA MIX V7/ '�\Db�MJVINION 'NDUItgWEEP PER \ \ \ q� _ \ \ \ _ \ \ • (,195'so Z STANDARDS \ \.\ UGPe \ \ \ \ \ \�� 582 I'' 572Lu,\ (4)COR FLO \• \�, \sue\ •\ \ \� ��F \U j CER CAN (7) ' \ \ \ \ / ,, ^^ } V/ 7 0 OU LLJ I 3 XY.Ap(3) y°�o 672 J / DENSE TREESI \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 8 \ \0 \\ \\ \ \ NAD8 LE V=3 0 30' 0' / JOB NO. 41864.002 SHEET NO. L2.0 / ❑ + \ \ / / ` a� SAS, N RFSCUFs�%ANe \\ o \ ` `\\`' SAN \ / / H O L L Y M E A D FIRE 1*6 / APPROXIMATE LOCAT10k / OFf ISTIN'GSEPT RESCUE STATION o ` / FIELD PERPLANSFROM VDH COMPUTED BY ENVIRO-KLEA)V\PN JANUARY08, 2008A44 ' •� / \ BENCH MARK SET IRON ROD W/ CAP I / BEY. 58521 (N4VD88) PLANT SCHEDULE TREES BOTANICAL NAME ACE RUB ACER RUBRUM ACE SUG ACER SACCHARUM BET RIV BETULA NIGRA NYS SYL NYSSA SYLVATICA QUE ACU QUERCUS ACUTISSIMA QUE BIC QUERCUS BICOLOR QUE COC QUERCUS COCCINEA SMALL DECIDUOUS TREE BOTANICAL NAME AME CAN AMELANCHIER CANADENSIS CER CAN CERCIS CANADENSIS CHI VIR CHIONANTHUS VIRGINICUS COR FLO CORNUS FLORIDA HAL CAR HALESIA CAROLINA MAG SWE MAGNOLIA VIRGINIANA OXY ARB I OXYDENDRUM ARBOREUM SHRUB AREA MIX 0 c 5 a c 0 m 3 c a 00 o X O lZ 00 o 2 c mw a c m a0 O xg (D 3 Z m O � a F m or �3 n N � Y N X C 0.0 d N 0 0 d� Eg 06 a c �c 10 'a 0 u c ur e �N 0 0 O O N 0 nE L F E L (1111341q_4 PLAb PLANT SCHEDULE TREES BOTANICAL NAME ACE RUB ACER RUBRUM ACE SUG ACER SACCHARUM BET RIV BETULA NIGRA NYS SYL NYSSA SYLVATICA QUE ACU QUERCUS ACUTISSIMA QUE BIC QUERCUS BICOLOR QUE COC QUERCUS COCCINEA SMALL DECIDUOUS TREE BOTANICAL NAME AME CAN AMELANCHIER CANADENSIS CER CAN CERCIS CANADENSIS CHI VIR CHIONANTHUS VIRGINICUS COR FLO CORNUS FLORIDA HAL CAR HALESIA CAROLINA MAG SWE MAGNOLIA VIRGINIANA OXY ARB OXYDENDRUM ARBOREUM /gyp LTH Op W. �I 03/25/19C� EE 0 E w E / / / ¢ a 10 3 o ,Cn , / / \ ow o m <_j Z O_ w >pN H C7 w N d / o' X \ 1 / SHRUB AREA MIX y ' - ' �d - aU) < p X Z ti N ¢ O m > 0� y0� - - - - - - - - - • I I I 1 1 I I / / / /' /' / / / / / , / I I I I I I -, /•/ - O _ ,' - - - - - - - - - - - / / / i / / NYS S`i'L(6)/ O - - - - - - - w CER,CAN (5) - ^ Lu r DATE w I ' / / ' ,' / ,' / / / , / - - - / ' ' / / ' /MAG DYVC(4) ' / ' / / / ' / / r - - - " " 0 / 018 9/24 2 J / / / / G''OR FLO 5 ' / - r DRAWN BY Lu I / / HAL CAR (5) ' / ~ — ` y / / - - - -� - M. RACHNER z ' ,' / / / I / / I / / l / / /' 1 , ' l / / ' I \ / — / � - ' - • DESIGNED BY J - - / ' , / / / / / I / / / r / / / r / / , i _ _ r / • F. HANCOCK / //, /// / / /// / / //,' ' / / // // I I / / II I i I ` l\ /// I,' / // /, /// / / / :1. // \ /' / // • CHECKED BY / / / / / / / / / / ' / - / ' / • F. HANCOCK H ' ' - ' ' /' / / / , / / / / / — / / / / / // / I I I I // / / \ • i .�\ - _ ' i - - / - - - - - - _ '® • • SCALE �' / / // / � / , / / / I I I I I l /l I l / �./I ji � Z � • 1"=.30' SHRtI$ AREA MI / / i I 530 L • \ - i / , / / / '/ // / / � � — // /l I / / / / I'll I ---- _ ' ia� / \" �p_ / � ` GJ� '/ • / / / /' /' .✓ —� --' (4)QUE000\\ \// / I__ — _ / N — BET RIV ' � I I / / / / • � � — /- / SHRUB AREA MIX /\ % / -j / i `' / / `*4 V / / V o/ N Lu Lu ui G> 00 / /------------- '^ C / o / VJ < w — / - -- --------- 'tea' / .+�—.�.— /•— •t-.� _ /'- `- W OQ /' / / cJ 7) X A B -- • - - - - - - - - - - - - - - - z LL (3)MR�iSWE Q U Lu 46 CV 40 _ z ? 564 GP I d`J - \ y / / / / / < _ 562 LLJ - �� _ f-55. 554 552 55 54846 / (522 s� / / / (3) OXY/%RB / / / / Lu NAD 83 SCALE V=30' JOB NO. 41864.002 — \ \ \ \ I / / SHEET NO. L2.1 0 c a c F L \\ \ \ \ \ \\ \\ / �� ,/ ,------- \49 ,NLTH OpUK -- --- - - - - -/ \ \ \\ I \ \\\\\\ \\ \ ,'' /'i------ 86\ JW W. IU 14 -- \ \\ ----\ \ \ \ \ \ \ \\ \ \ / ' \\ \ _ _ S AR g2 DENSE TREES(51 � _ A \ \ \ QIE Q�U \ \ t \ E \ - - - - - - - - - - - \ \ ` \ - - \ \ \ \ \ \ \ \ ` \ \ \ C - \ / \ \ 1 Q W V 00 z \ \\\\ \\\ \ \ \ \ \\ \ \\ \ 500 I fir'_ / /1 \\ \\ \ \ \ \\ �N OM O _ -- - _ � \ (((�(RUBAF�EAMIX \ � \ ` \\ �T �<< s- - _ _ _ \ SHRUB AREA MIX 90 i( ♦� \ \ p Q o p 0.1 \ \\ \ \ I / I I I I I \ \ _ _ _ - - _ _ _ /_/ \ \ \fn \• \ _:Y r \ r- - - - / I \ \ 1 \\ I �� ,� 16+� w v Lu 00 I II I I l I I I I I � __ \\ ��___ -��\- \ -�•' � \\\- ` rrry r-/ � \ __%'-'/ I \ \\\\!�\% I � I�� \ �H I I I I 1 � I I l I I /I - / - - - ,- - _ v _ - _ _ _ _ _ � ��� • q�0 � 'S � i v v �'' -/ � I I I ��\ V A V I \SHRUB AREA -MIX _ _ \ yC r- K (429 st)= l l l l l mENSE TREES \ \. ` y \ O / / _ \ \ / _ \ \ \ \ \ / , / / / / / / / n ,\, in DATE -SHRUB AREA MIX, \ \ ✓ � � \ \ \ d� / . / � \ \ \ \ \ \ _ _ - _ , / � , / / � / / / / 1 / > 53Sf)-__- \ \ \ \ \ /I� / \ \ ,�� ` \ --- / / / / / / / / / / / / ��.� / 912412018 DRAWN BY SH UBAREAMIX_ _452 M. RACHNER w co\ � / \ \ \ \ \ ` p� - - � ' � / I � / / • DESIGNED BY I I I / / / / / / j / ♦\ \ \ \ ` D \ \ \ ------ - / '/// .�// / / / / / / / • F.HANCOCK l ��l l l I I I / /' /' ,' , / / / / / / \ ♦ \ \ /Ibb66 6� O /DENSE`T EES ' V' \ P b O R • CHECKED BY l /l / l I l/// v,// //' �' / / ,' //'/'/ /� •/ : /./ \\\ \ \ \ \\/ \ \\ \ \ \ \ \ \ \\ `\ \ '/ / //' / / ///' // I I I I ' I I /l l • F. HANCOCK / l I / i ' / / / / ./ / • � \ .. \ \ \ \ \ \ \ -- - - - i'' ' � I I � Ali SCALE - - - - - - - " i ' / / / // 1 I 1 I I I • • N /Lu // -/�' / (1 S/yu/\\--- - - - - -- �(3)DXYA /\\ \ •\. \ \•\ � \ \ \ \ \ \ \\ \\ \\ \ `\ \\ l I \�\ \\ - / �' / Lu (TTTI� / / \ Q \ \ ---- / / / \ 525UBAREA\MIX \\\ \\ \ \ \\\\\\ \\\\\ \\\ ` \ \\ \\ \ \ \\\� \\ \ / \ (7)AME\CAN \ \ \ \` \ \ \ \ `\\ \ \\\ \\ \\ ` `\ \\ 1`//' I - \ // ` \\ d \• \ \ \\ \ \ \ \ \\\ \\ \\\ \\ \ \ \ \ \\ \ �\ \\ \ \ / \ 1 \ W PROPOSED\NEW\\ \\ \ \\ \\ \ \ \\ \ \ ` \ \\ \ \\\ W \ \ \ \\ \ 1 \ ' /j /' ✓ / � ® yob \\ TREE �.INE(TYP) \ \`\ \\\\\ \ \�\\ \ \ \\ \\-, ./ \�''-' \\\ ��J' � Q I/�,�J I II 0 Q y \ \ \ \ �V DENSE / REES \ \ \ \ \ \ \ \ \ \ \ �\ \ \ \ \ \ \ \ \ \ \ \ _ ` \ ' \ .Y \ \ I U i V / SEWER CORRIDOR91 z o /'' \ \ WILL BE\MANAGED \ \\ \ \ \\\ \\\\\\ \\ `\ \� '� \ \' € \I ' I S Z \ % o Y \ \ ASTl1RF, NOT \� \\ \ \\ \`\\\\ \\ \\ \\\ \\\\\\ i--i u Q / \ w J CONVERTED TO /\ IMPERVIOUS \ \ } a \\ \ \\ \\ W \STONEACCESS /� \ \ 2��ACSAEASEMENT\ -- \ \ \ do HRUB AREA MIX (1,053sf) \ \\ `\ \\ \\ \ ` \\ \\ \ _ \ \\ \\ \ \\ \\ \.\ \ \ \ \ \\ \ (3)MAGSINE bF TIYF�E$ \ \ \ \ le \\ 20 / \\ `\ \ \\ `\ \ \\ \ \\� \\ \ NAD83 6 / • \ \ \ \ \ \ \ \ \ \ SEAL 1 .._3U1000, \ \ \ \ \ 10 30' \ 60' 1'I L.L III ' a I ct5.1 I J WWW�iT' I U 1 I I / I I / I \ I 1 I\ z 1 \ \ \ W J 1 JOB NO. 7 41864.002 \ \ \ \ \ SHRUB AREA MIX SHEET No. L2.2 PLANT SCHEDULE TREES BOTANICAL NAME ACE RUB ACER RUBRUM ACE SUG ACER SACCHARUM BET RIV BETULA NIGRA NYS SYL NYSSA SYLVATICA QUE ACU QUERCUS ACUTISSIMA QUE BIC QUERCUS BICOLOR QUE COC QUERCUS COCCINEA SMALL DECIDUOUS TREE BOTANICAL NAME AME CAN AMELANCHIER CANADENSIS CER CAN CERCIS CANADENSIS CHI VIR CHIONANTHUS VIRGINICUS CDR FLO CORNUS FLORIDA HAL CAR HALESIA CAROLINA MAG SWE MAGNOLIA VIRGINIANA OXY ARB OXYDENDRUM ARBOREUM L �NUTH �G KW. dI QCI{�III lt%. 14 '` ail 03/25/19 C) M E 0 o N � N C > E w v E H- w w 3 Q LL tjO 3 p LL w 0 m _j U 000 z SHRUB AREA MIX a w Lr; U) w Lu o O 4 / STREET \ \ \ \ \ ` - I / NAME SIGN \ \ \ I 5/ ' / II - - - - - / / / / ' / / / ' o 49s \ \ \ (2)ACE SUG \ \ \ / �6) CER CAN (4875 \ -\ `\ \ \ \ rc �•� \ 1 \ / / \ \ \ -- - -- / / , > Lu v \ \ \ S14RUfflB1 AREA MIX Lu (2)AMECAN y / �-r, \ \ \ \ ~ \ \ \ \ c ` \ \ \ \ 5 / LL R1- \ II\ IN FAv / \ I / / \ W \ \ \\ �j I I I � / / I z TOPSI N N I — \ O 51 51r 518 20 ` 522 -524 �526- -52 ` 7 / fa / \ ' i --_ // > ) a� / / / '\ / / I DATE �\ \ 1 I \ C..�f / /' / /' I 912412018 /� \ \ \ \ _ ` _. — _ _ _ _ -, • - - - - - - _ - 524 _ - O - '52/j / / / I /, 1 \\ \ \ \ DRAWN BY —522 C' \ �' _ ` 520, ' �t \ \\ \\ \/ \ \ / / M. RACHNER \ _ •, \ \ — \ \` \ \ \ — -� �51 /, f // `\ \ \ \ / // \\ \ \ \ I \I \ \ / / I/ / / I DESIGNED BY �J � \ ` \ \ \ _ _ , - - _ _ � \ \ � � I o \ YK.i'S \ \t�'� ` \ \ \ \ 1 I / I \ 1 I •• F. HANCOCK \ _ - _ _ ` \ \ \ \ \ \ \ \ I _ _ _ \ NV \ \ I \ \ / I \ \ \ / / / • CHECKED BY r ` s I / r \ \ \ I I F. HANCOCK \ \\\ \\� \ \ \ \ \ \ \ -\ - - _ - --\ \ \` \ \ ////// // / >\ \� �� \\ \ \` \ \\\\ \\\\�\ } \ \I 1 I // I I • • SCALE +00 d`Jf1\ d`J - - ' - - - - UG \ \ \ INSTALL _4-7 _ - (KEEP GHT) ! 1 � 504 5 508 510 500 502 ` 0 _ \ UGP I \ / It INSTALL W6-2' • _ . _ . _ t$ UBARF�MI�L )• rT \\ \\ \ \ \ 490 \ \ \ \ \ (DIVIDED HIGHWAY \ `\ 9 sp 1 \ \ y� , - ` \ \ \\ \\ \ \ . - Lu \ \ \ \ ENDSr5)CER CAW Lu / • / , \ \ \ \ 1 ( \ T W \ \ / \ \ \ \ \ - - - r \ 1 /2 Cb ce 0 < cta \ / / STA�LLRPP�- _ � %\// // \\\ > Lu 0 LLJ GS 494' `v_ `'------ ' 496- \ \ / // \ \ •\ / / / \ \ \ \ 'N�STALC R3-`7 MUST \TU\RNLE'F\T% \ _ \ /C.S.A WAT L/N 496 / I I EME ,505- \ vvv `v /' / VI `V V DB -653 u \ _ / -502 v v v / , l I / V —G v / A •A A I / I 1 \ / 1 '^ / A A\ V A ` 1 1 V A A V AV I v comc _ \ / \ coNc ` I I I 1 I / \ CoNc \Y Lu - 496 \ \ \ �/ ' I I I II I I ' ' \ \ \ ` \ \ \ - \\ \ NAD 3 SCALE V='30' cly \ \ - - `"' I I • I I I 1 I I \ \ \ \ \ \ \ \ 30' \ 60• I Joe No. ON I I I I 1 I I I I, ` \ \ \\ \\ I II 41864,002 SHEET NO. L2.3 I \ \ \ 1 \ \ \\ \ \\ \\ SRO � \\\ \\ /-✓�\\ \ \ }r•�\�\� \\ 11 // /' � � ''/ '/ / // / -- \\ PLANT SCHEDULE TREES BOTANICAL NAME ACE RUB ACER RUBRUM ACE SUG ACER SACCHARUM BET RIV BETULA NIGRA NYS SYL NYSSA SYLVATICA QUE ACU QUERCUS ACUTISSIMA QUE BIC QUERCUS BICOLOR QUE COC QUERCUS COCCINEA SMALL DECIDUOUS TREE BOTANICAL NAME AME CAN AMELANCHIER CANADENSIS CER CAN CERCIS CANADENSIS CHI VIR CHIONANTHUS VIRGINICUS CDR FLO CORNUS FLORIDA HAL CAR HALESIA CAROLINA MAG SINE j MAGNOLIA VIRGINIANA OXY ARB I OXYDENDRUM ARBOREUM L t u 3- 2" x 2" HARDWOOD STAKES ROOT BALL 12 GAUGE GALVANIZED WIRE NEW 1/2" RUB 12 GAUGE GALVAN ALLOW FOR SLIGHT N 3 2x2 HARDWOO 2'-6" MIN BELOW STAKE SHALL BE MIN. 18" OUT FRi AND OUTSIDE OF SET ROOTBALL FLUSH TO i 1-2" HIGHER IN SLOWLY SOILS. DO NOT COVER TI THE ROOTBALL' ROOTFLARE SHALL I ABOVE FINISH 1:1 SLOPE O� PLAN - SCARIFY SIDES BEFORE PLACE RO( UNEXCAVATED OR TAI MULTI -STEM TREE - STAKING SPECIFIED NOT TO SCALE INSTALL SHRUBS SO THAT THE TOP OF THE ROOTBALL IS P THE SAME GRADE A ORIGINALLY GROWN OR 1 ABOVE IN POOR DRAININ SOILS. DO NOT COVER THE TC OF THE ROOTBALL WITH SO REMOVE ALL STRING, WIRE, AN BURLAP FROM TOP %3 OF BAI BACKFILL PLANTING PIT WIT NATIVE SOIL. INCORPORAT SLOW -RELEASE GRANULA FERTILIZE SCARIFY BOTTOM AND SIDE OF PIT SHRUB PLANTING NOT TO SCALE GENERAL NOTES PRE -CONSTRUCTION • CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWERIWATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. • VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE ARCHITECTS, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. DO NOT PRUNE TERMINAL LEADER • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS OR BRANCH TIPS AND CONTRACT SPECIFICATIONS CONSTRUCTION/INSTALLATION • LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS REMOVE TAGS, LABELS AND AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY PLASTIC SLEEVING DO NOT CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT WRAP TRUNK CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND PRUNE BROKEN BRANCHES CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME. 2-3" MULCH LAYER TO EDGE OF • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING DRIPLINE. KEEP 4-6" AWAY FROM AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT TRUNK FLARE INTERFERE WITH SIGHT DISTANCES. • CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BACKFILL PLANTING PIT WITH NATIVE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS SOIL. INCORPORATE SLOW -RELEASE WHICH AFFECTS THE GUARANTEE. GRANULAR FERTILIZER INSPECTIONS/GUARANTEE 6" SAUCER 1" COMPOST LAYER • UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL IF FIELD GROWN CUT AWAY ALL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD BALLING ROPES. REMOVE BURLAP OR PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A WIRE BASKET FROM TOP Y3 OF BALL. IF FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. CONTAINER GROWN, REMOVE • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE CONTAINER AND CUT CIRCLING ROOTS FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS TAMP SOIL AROUND ROOTBALL BASE INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS FIRMLY WITH FOOT PRESSURE SO RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY THAT ROOTBALL DOES NOT SHIFT OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR • PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY. • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING 2-3" MULCH LAYER, KEEP AWAY FROM TRUNK 1" COMPOST LAYER PROVIDE MULCH UP AND OVER SAUCER 6"SAUCER REMOVE CONTAINER. SCARIFY PERIMETER ROOTS PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK PRUNE SUCKERS IF FIELD GROWN, CUTAWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP Y3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1:1 SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT -AVi i I i I 'A' Li 3 X ROOTBALL DIAMETER PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT REMARKS ACE RUB 8 ACER RUBRUM RED MAPLE 2.5" CAL. B&B SINGLE STRAIGHT LEADER; UNIFORM CANOPY ACE SUG 16 ACER SACCHARUM SUGAR MAPLE 2.5" CAL. B&B SINGLE STRAIGHT LEADER; UNIFORM CANOPY BET RIV 8 BETULA NIGRA RIVER BIRCH 2.5" CAL. B&B SINGLE STEM NYS SYL 7 NYSSA SYLVATICA SOUR GUM 2.5" CAL. B&B SINGLE STRAIGHT LEADER; UNIFORM CANOPY QUE ACU 7 QUERCUS ACUTISSIMA SAWTOOTH OAK 2.5" CAL. B&B SINGLE STRAIGHT LEADER; UNIFORM CANOPY QUE BIC 7 QUERCUS BICOLOR SWAMP WHITE OAK 2.5" CAL. B&B SINGLE STRAIGHT LEADER; UNIFORM CANOPY QUE COC 7 QUERCUS COCCINEA SCARLET OAK 2.5" CAL. B&B SINGLE STRAIGHT LEADER; UNIFORM CANOPY SMALL DECIDUOUS TREE QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT REMARKS AME CAN 20 AMELANCHIER CANADENSIS CANADIAN SERVICEBERRY 2" CAL. B&B MULTI-TRUNKED, 3-5 STEMS PER TREE, MATCHED CER CAN 24 CERCIS CANADENSIS EASTERN REDBUD 2" CAL. B&B SINGLE STRAIGHT LEADER; UNIFORM CANOPY CHI VIR 22 CHIONANTHUS VIRGINICUS WHITE FRINGETREE 2" CAL. B&B MULTI-TRUNKED, 3-5 STEMS PER TREE, MATCHED CDR FLO 20 CORNUS FLORIDA EASTERN DOGWOOD 2" CAL. B&B SINGLE STRAIGHT LEADER; UNIFORM CANOPY HAL CAR 20 HALESIA CAROLINA SNOWDROP TREE 2" CAL. B&B SINGLE STRAIGHT LEADER; UNIFORM CANOPY MAG SINE 16 MAGNOLIA VIRGINIANA SWEET BAY 2" CAL. B&B MULTI-TRUNKED, 3-5 STEMS PER TREE, MATCHED OXY ARB 16 OXYDENDRUM ARBOREUM SOURWOOD TREE 2" CAL. B&B SINGLE STRAIGHT LEADER; UNIFORM CANOPY DECIDUOUS TREE - STAKING SPECIFIED NOT TO SCALE SHRUB AREA MIX CAREX PENSYLVANICA / PENNSYLVANIA SEDGE CLETHRA ALNIFOLIA / SUMMERSWEET CLETHRA ECHINACEA PURPUREA / PURPLE CONEFLOWER FOTHERGILLA GARDENII / DWARF FOTHERGILLA HYPERICUM CALYCINUM / CREEPING ST. JOHN'S WORT ILEX GLABRA / INKBERRY HOLLY IRIS VERSICOLOR / BLUE FLAG ITEA VIRGINICA / VIRGINIA WILLOW PANICUM VIRGATUM 'SHENANDOAH' / SWITCH GRASS RHUS AROMATICA'GRO-LOW / GRO-LOW FRAGRANT SUMAC RUDBECKIA HIRTA / BLACK-EYED SUSAN SPOROBOLUS VIRGINICUS / SEASHORE DROPSEED PLAN VIEW ROOT BALL 12 GAUGE GALVANIZED WIRE 3-2"x2" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8' 2"x2" HARDWOOD STAKE, 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL 2-3" MULCH LAYER TO EDGE OF DRIPLINE KEEP 4-6" AWAY FROM TRUNKFLARE SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE 6"SAUCER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 1" COMPOST LAYER PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. 13,171 SF 1,054 SF 1,054 SF 1,054 SF 1,054 SF 1,054 SF 1,054 SF 1,185 SF 1,054 SF 1,054 SF 1,185 SF 1,185 SF 1,185 SF T HEIGHT VARIES WITH PLANTS 12" MIN. EDGE OF BUILDING, WALK OR STRUCTURE VOIDS MULCH LINE PLANT UNDER DRIP LINE OF LIMBED UP SHRUBS & TREES TRIANGULAR INFILL SPACING PLANT PERIMETER AT INDICATED SPACING PLANT UP TO EDGE OF SHRUBS UNLESS OTHERWISE NOTED PLANT 2-3" MULCH LAYER 1" COMPOST LAYER AMENDED SOIL MIX UNDISTURBED EARTH GROUNDCOVER/ PERENNIAL PLANTING NOT TO SCALE 'W. III W'o. 14 03/25/19 M E 0 N 0 N C o > E w 6 E Lu Q U. o 3 U. OCOLu LM Q U m W J —L6 .. W N N v z a� X 3 _j � < w ad _ N N = U > N a c � EN 2 M as W J Ui M 0 M 0 x H 0 w w_ a z O in > 0 O am 0 w N z 0 z O a U ui w 0 z O N W F 0 0 DATE 912412018 DRAWN BY M. RACHNER DESIGNED BY F. HANCOCK CHECKED BY F. HANCOCK SCALE N.A. v , z 3 a W N 3 U C Xm w J e Q > Q L m w O w o8 a9i cec > z m LLI�Q' � N R Z � � r o O U w r =_ o c w a m Y J w a 8 c a U 2 LD 0 c i; U z d 'o U) N 0 z2 a 2 2 �� U) N HI 0 I I� N WN J JOB NO. 1864.0 SHEET NO. L3.0 Id 25+25 592 592 Lie. No. 0402048507 588 588 d�O S 3/25/ 1 9 58484 ANAL" 580 580 �^ M E 576 576 rn $ N v N O 572 572 E w °/ E LU 568 568 U v 3 ¢ U. w 0 Lz 564 564 oc W = M a J U 00 Z w „Jy — O ac�oN 560 120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 560 FW M ZF ox U < O (n W w Q U)Q �v � S C N Z 25+00 ��¢� o 0 592 592 v M am o w 588 588 k 584 584 Ji 580 580 0 U 576 576 H 572 572 �w > w w F 568 568 u p z 564 564 n DATE LO 560 120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 560 Cie 3/25/2019 } DRAWN BY A. MABEE 24+75 • DESIGNED BY 592 592 • J. SHOWALTER • CHECKED BY 588 588 584 584 • • C. KOTARSKI SCALE • 1"=10' 580 580 • 576 576 z 572 572 568 568 CL O 564 564 V / LID z 560 120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 560 W X W z 24+50 592 592 U Z w 588 588 O p (n U 584LU 584 580 580 w w LL m U 576 576 u Q T ^ W 572 572 > Lu 568 568 Q m > N 564 564 ° 560 560 -j J ce A, ¢ U 2 556 120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 556 U U 9 U 0 W 0 0 24+25 z J a 584 584 I 580 580 /1 576 — — — 576 ~� w 572 — --- --- --- --- — — --- — 572 LU �i 568 — — _ _ 568 N 564 564 — JOB NO. 0 560 N 560 41864.002 M LID 556 120 100 -80 -60 -40 -20 0 20 40 60 80 100 120 556 SHEET NO. XS-01 J 0 � N � NifV � �n �N — � r � r n r O N r N W = O n m N � W O N L O N = N O N O L mm or r� Qom �rn no �m L - � N � m r � n O O N Ni n � n fVWOldON(hNfVxm 42.0500 m -2.00% - ° — — — •• 2.0 0 ;1 ro �rn r; n N � —N m MIN O V — 0 MIN M N OD V tOp O Ni — N � YJ J V7 Ni p 2 = - O Y 3 �yf N d C N � a 2.00 rtn m -2.00% .00% % ;1 — ono nn N O f V � O r � W � N N N O f V N m 0 O W M m N y N N Puri uri V uri n U u° m� � O \ m 3 � O \ .a _moo -2.00% -2A0% L 26+50 592 592 Lie. No. 0402048501 588 588 d�O S 3/25/ 1 9 584 584 ANAL" 580 580 �^ M E 576 576 rn $ N v N 572 572 E w ° E Y 568 LU 568 U v ¢LLo3 w0;a 564 564 oc W = m a J U 00 Z w _j O ac�oN 560 120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 560 (D LU M ZF ox U 3: 0 (n W w Q U) � v � S C N Z 26+25 ¢ `i o C M o� 592 592 v M a� CO) w 588 588 k 584 584 ui 580 580 O 576 576 Of x H 572 572 �w > w w F 568 568 u p z 564 564 in DATE > 560 120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 560 0 3/25/2019 } DRAWN BY A. MABEE 26+00 • DESIGNED BY 592 592 • J. SHOWALTER • CHECKED BY 588 588 584 584 • • C. KOTARSKI SCALE -11 • 1"=10' 580 580 • 576 576 572 572 z 568 568 O 564 564 am z 560 120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 560 W IIII— X z 25+75 W O 592 592 Q � U Z w 588 588 O =O U 584 584 �/ w (n E 580 580 E W 576 576 Q U N u 572 572 < > 1-4 Lis v 568 568 J C) N 564 564 w Y 0 560 LID 120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 560 �+ _j Q Q Q J A J a U a 3 UU� f1 9 25+50 0 w 0 592 592 J N z 0 m 588 588 W 584 584 /1 N 580 580 ~ U 3 w576 576 YI �i LU 572 572 N J 568 568 - LL Q JOB NO. 0 564 564 a 41864.002 LID M560 120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 560 SHEET No. XS-02 J r v nm t MIT dv m m v M o � o ���� C O Y J W -mo 2.00°6!A m o -2.00 /° -2.00% 0 v oM v> o� r ao r m �mNi+� a 1D n oo m ma�o �rn C J O Y J W U - -mo 2.00°%in m o -2.00°/p � 2.00% ❑ N O rm t — � O O� N a�orO°�° frpN �O W Y,^� ��m� WPuri v �N O -°o .00° a m o -2.00% -2.00% v 2.00% ❑ M O t � m N � 0 r min — �� �M Mr ONOOD � N in o 01U NM mM yy � �n �r V?n ar MnNN W N Mr M V n c t N -2.00% � 0 �o L � W O � N M V _ ❑ Q m N W N Ol �� M � an N r (U (O � fV fV — <or �n r � ^(pN W or lN+l r r �r C L Y d m -O _ -2.00% L 27+75 tea. [avdyg 0'��'y� 596 596 592 592 U CRASG W. 7. KO'i'ARSKI �- Lie. No. 0402048507 588 588 0 Q25/ 9 w{v� 584 584 NAL" 580 580 �^ M E 576 576 aa, $ N v N Q O 572 572 E w °/ E Y LU 568 568 U v 3 ¢LLo3 w0;a 564 564 oc W = M a J U 00 z w w — O ac�oN 560 120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 560 (D LU M ZF ox U 3: 0 (n W oc w Q 04 =v � S C N z 27+50 ¢ `i o C M o a' 592 592 v M o� o w 588 588 k 584 584 ui Y 580 580 x U 576 576 Of x H 572 572 0 > w w F 568 568 u p ¢ z 564 564 LO DATE > Ln 560 120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 560 0 3/25/2019 } DRAWN BY A. MABEE 27+25 • DESIGNED BY 592 592 • J. SHOWALTER • CHECKED BY 588 588 j.584 584 • • C. KOTARSKI SCALE • 1"=10' 580 580 • 576 576 572 572 z 568 568 CL O 564 564 V / z 560 120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 560 W X z 27+00 LJJ O 592 592 Q � U z 588 588 O O LU U 584 584 Lu ,(n^ v / E 580 580 x E LU w 576 576 > 0 co Q U m w 572 572 � > a v Ld 568 568 J C) N 564 564 w Y 0 560 120 100 80 60 40 20 0 20 40 60 80 100 120 560 �+ kp Q Q 0 J A, J a U a 3 UU� f1 X 26+75 0 0 w 0 592 592 J N z a 588 588 584 584 /1 N �/1 580 580 ~ OLU 3 w576 576 yl �i LU 572 572 N J 568 568 - LL a JOB NO. 0 564 564 a 41864.002 M560 120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 560 SHEET No. XS-03 J a 0 m — �v°'io u, a a om o nn �°4y �� YN V� °��Mr U In N OW vn N aNL 27 ` O - a 2.00%an -z.00% -z.00% ro nc m m M �� roa my W V O V y L ` — —fie— —� a -- m a = muni e ❑ a 2.00°6tn m -z.0 % -2.00% 0 -- n o0 °o 00 ❑ �°', v>� v>o vrj Oro oavni fV O � �= a d v 2.00°%(q m -2.0 o /o - ° 0 WIN �o t N N OP ❑ N .� v � .� N a O � O o N v N m m rn — N CNNOfV — — — — x — � m 2.00°%4N m -z.00 0 ❑ 0 nm r �m m v 00 Om�N d oa o� r 'oo 2.00°/Tn m -2.00°/°/ - ° -2.00% 0 2.00% c+� L U cRASG W. 7. Ko-rARSKI Lie. No. 0402048507 3/25/ 1 9 w{v� �SspONAL M E O O N U N � >E 28+75 LU 596 596 o U. o w 0 W 592 592 It � o ry p 588 588 C x y w 584 584 o t v.= ° S C N z 580 580 N w 576 00 576 a o w H 572 572 568 568Ji 0 564 564 0 560 120 -100 -80 60 -40 -20 0 20 40 60 80 100 120 Of 560 0 w > w w F = Q Q � z 28+50 N DATE 596 596 312512019 0 592 592 } DRAWN BY 588 588 A. MABEE • DESIGNED BY 584 584 • J. SHOWALTER 580 580 • LU CHECKED BY 576 576 C. KOTARSKI • • SCALE 572 572 • 1"=10' 568 568 • 564 564 560 120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 560 O CL V / z 28+25 W 596 596 592 592 , , z 588 588 } 0 584 584 Z LU u O o 580 580 w (n m 576 576 < O E w w 572 572 ` m U 2 > Q n 568 568 �� w Q 564 564 Q LL1 v J Q J N 560 LO 120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 560 w Y N M `o O a. z Q J U 3 28+00 U u cn 9 596 596 x w 0 592 592 J N z 0 a 588 588 584 584 /1 N 580 580 ~ O 3 w576 576 W yl �i 572 572 m 568 568 - Q JOB NO. 0 564 564 a 41864.002 LID °D 560 560 M -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 SHEET NO. XS-04 J m L O N W N M N ov O N o O I rN N inm N t O N m N i N M r i0 O M O y U w m ° N V --- --- M iOnN inr — d— O N O N N O W O W � n O r N N O n O O O N n O N m m r l+l O — — — — \ Onv o�n o�n or c0 CI c0 CI N O O M O) N o N (V a C) t0 r y M r ro 9 m -2.00% n N m in rn o — �� IOm lam � V �MO°D in o Of0 a o O A V �N r 10 = quri Vr '7 ran 2 c p' a L U cRASG W. 7. KO'rARSKI Lie. No. 0402048507 3/25/ 1 9 w{v� �SspONAL M E O O N U N � >E W N LU Y 29+75 � Luj W0 a J Z 592 592 oWc j o rn dfd N� 588 588 � 0 � X in N M K N W W 584 584 a =' � S O N Z =V >� O H 580 580 M w 576 576 �� 572 572 ui 568 568 0 564 564 0 0 560 560 W W 556 120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 556 = ~¢ z 0 in DATE 2 9+ 5 0 0 312512019 592 592 } DRAWN BY 588 588 A. MABEE • DESIGNED BY 584 584 • J. SHOWALTER 580 580 • CHECKED BY 576 576 C. KOTARSKI • • SCALE 572 572 • 1"=10' 568 568 • 564 564 560 120 100 80 60 40 20 0 20 40 60 80 100 120 560 O CL V / z 29+25 W 596 596 592 592 , , z OR . . O 588 588 584 584 Z LU u O580 580 �/� W V / 576 576 < O E w W 572 572 ` m U n 568 568 w > a 564 564 Q W v J Q J LO N 560 120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 560 w Y N M `o O a. z Q J U 3 29+00 U u cn 9 596 596 x w 0 592 0 592 J N z a 588 588 584 584 /1 N 580 580 ~ L 3 w576 576 W yl �i 572 572 N 568 568 - Q JOB NO. 0 564 564 a 41864.002 °D 560 560 M -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 SHEET No. XS-05 J win b W L n in �n r - Lyon on oo aN om - m 3 Y x � O x x 'L -mo 2.00° -2.00% U o 0 /o :1 p 3'• N16 M o nm ao m -- p v uoim N r 00 W O M O 'O °D j O O W N O t O O O O O V7 O O y � W m a =--- m 0 N N — lA V tT- — O V m O � t0 n °O � N U o - a p 3 a ' L — inn -0in, co O �v>om o n�tOo, .on, n p c O o W m d c mufOi c c -- --- --- _ -- m 3 Y O -mo 2.00°%tn-2.00% -2.00% U o :1 3'• L 31 +00 584 584 580 580 �x U cRAiG q' 7. KO'i'ARSK3 > Lie. No. 0402048507 576 5763/25/ 1 572 LJ 572SspONAL_,t 568 568 564 564 Mo Eo N U N � 560 560 E w °/ E 556 556 W > 3 Hw a�i3 ¢LLo3 � 0 Lz Lo 552 120 -100 80 -60 -40 -20 0 20 40 60 80 100 12 1552 w Lu 0 a > o N fd N4 N M W 30+75 cc ix U Qs�¢ in w 584 584 ko 0 ¢M Ll, va 580 580 ^ w w M w d � 576 576 o w H LU 572 572 ui 568 568 0 564 564 0 Of x 560 560 0 w > w 556 556 = ¢ 0 552 120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 552 z 0 in DATE Cie 312512019 0 } DRAWN BY 30+50 A. MABEE 588 588 • DESIGNED BY 584 584 • J. SHOWALTER 580 580 • CHECKED BY 576 576 : • C. KOTARSKI SCALE 572 572 1"=10' • 568 568 564 564 z 560 560 O 10 556 120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 556 U) z w 30+25 X U) 588 588 z ui 0 584 584 } i--i 580 580 � Z LU 00U) 576 576 w (n 572 572 < O E w W 568 568 ` m U Q n 564 564 I --I W a 560 560 Q w J Q N 556 120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 LO 556 w Y N M Q o O Q c J a. z U 3 30+00 U U cn 9 592 592 x 0 w 0 0 588 588 J N z O a 584 584 aim win 580 580 /1 N 576 57614 ~� O 3 w 572 572 LU �i 14 568 568 N 564 564 - LL Q JOB NO. 0 560 560 a 41864.002 o M556 120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 556 SHEET No. XS-06 J rm moi o� v� — N �t�p W � t+l� O0 N V tC - - -� Y m U = 0 2 2 �- -4. O rN of �a�o �n ��ov 'c a orn o nn �ro r —� �N qN q� co to -- c O m � W Y l0 a 2.00°6tA o 2.00% 00 O r (V r L o� � � M (h O —� = O O O O O O O i O O r O y rn O r L � — W O V top Ot+lO � Ot00 N OOD NO atop a0a'A - -z.0 0 -4:1 O o ov L O O ro co � u? o uoi, °oo, uoi, n � Maj. o � 1O a o rn o n n uoi, ro = -- u'� q� q� �o�� U m N oro v� �vtOi o O Y — W m a c �vtOi c c --- --- -- -- — _ _ --- a 2.00°6tA m o-2.00% � 2.00% r; O N n n a O N � p � — — �t0 � W 0-6�°p�� lA 1A 7 O� O O0 N� tC '� L-2.0 f- - % -4: o ° L U cRAsGw r. Ko-rARSK3 > 32 25 Lie. No. 0402048507 576 576 °�PQ 3/25/ 1 9 w{v� �SspONAL 572 572 568 568 LJ M O O 564 564 N N ¢ 0C E 560560 w a E — Y 556 556 ~ U ° 3 ¢ U. �0;a w LU= 552 552 a O c z aJ—,n O .. a > o ry 548 548 cD LU v ZF ox U W LID QD (n¢ In 544 120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 544 o a = o U) = o c� z �u<M O c V) rn N W T 32+00 0J ko 580 580 576 576 Ji O 572 572 O 568 568 = 564 a. 564 w w = a 560 560 ¢ z O 556 556 N DATE > 552 552 0 312512019 } DRAWN BY 548 120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 548 A. MABEE • DESIGNED BY J. SHOWALTER 3 1 + 75 • CHECKED BY 580 580 : • C. KOTARSKI SCALE 576 576 • 572 572 568 568 • 564 564 2.099 O 560 560 CL 0 556 556 V / z 552 552 w 548 120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 548 X u W p 580 31 +50 58o Q z w O°`� U 576 576 Lu ,(n^ y / 572 572 L E N L� I > 568 568 > Q m u T ^ W 564 564 I..L � > a L.� v Ld 560 560 J C) m N 556 556PA w Y 0 552-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 5LID 52 �+ _j Q QQr J s J ¢ U a 3 UU� f1 9 31+25 0 w 0 584 584 J N z 0 a 580 580 576 576 /1 d 572 572 ~� U 3 w568 568 yl LU 0i 564 564 N J 560 560 — LL Q JOB NO. 0 556 556 41864.002 mLID M 552_552-100 -80 -60 -40 -20 0 20 40 60 80 100 120 552 SHEET No. XS-07 J O aim V A N 0 In 0 rn m m N N aim O M m o O m � O O O m V N � m a m m m = C m� Mm �(j aGMm � O� CA O� Nm ❑ � m � m Y J N IA � N x ❑ I m O W U N 0 L —EL o� �°� mo � mo �rn �noy m a � oo O ao rrn mrn m m M� U m N O m V m a N \ 0 C O a C_ M O -2.0 % v ro� o `nm m� � Q� aim M O m aim O N � � O m O y r O m m am "m ��Mo U om N om am am = m � cJi m �� °' d ❑ co O O m om on N m L �� m N NM m ON N M N mp0m O r L � O� O N O � rN N mM N 4J f V L - �_ i m N m � N M m m O M m m N O y U W rM mn Mm y r� m m m aim 'ter O mm M O my M O oM m a O om W O o y ry N O ma W r �� �tMp MtMp tM+l tNO U N N ON V tMp V tM0 m — N - 5 O c � a- Y - l0 3 Y O - L U cRASG W. 7. KO'rARSKI Lie. No. 0402048507 3/25/ 1 9 w{v� �SspONAL M E O p N U N � >E W � LU U. Y W 0 0 L T ...i a Lu U Z w4—� O 33+25 WNN 572 572 F O N M ZF Lonx U < W W ❑ �Q �v 568 568 � 0 C ui 564 564 0 ^ w M d 560 560 o w ko H 556 556 Ln 552 552 0 548 548 0 Of x 544 544 ~ 0 w > w 540 540 = U Q 536 120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 536 p cn DATE Cie 312512019 0 } DRAWN BY 33+00 A. MABEE 572 572 • DESIGNED BY 568 568 • J. SHOWALTER 564ui W. 564 • CHECKED BY 560 W. 560 : • C. KOTARSKI SCALE • 1"=10' 556 556 • 552 552 548 548 z 544 544 CL O V / 540 540 z 536 120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 536 W X Z 32+75 W O 572 572 Q U Z W 568 568 O O U 564 EL 564 ci Lu ,U) v , 560 560 E LU Lu '61 co 556 556 Q U �� �..0 552 552 < > Ld v 548 544 J 0 N 544 544 w Y 0 540 120 100 80 60 40 20 0 20 40 60 80 100 120 540 �+ k0 Q Q � J A J a U a 3 Uu� 32+50 w X m 572 572 J N z Q a 0 568 568 Lu 564 564 m 560 560 ~� O 3 w 556 556 LUyl �i 552 552 N 548 548 — Q JOB NO. 0 544 544 a 41864.002 °D 540 540 M -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 SHEET NO. XS-08 J r � �� �o �mcm a a oN O � o no ink � NO —_ O y � W m U O O M — — — — 7 a 2.00°6rq -2.00% .5'. 2.00% � ro — t N�� of � � a OM � �O �oD = C O N N O N pO N N V N O IU V N N — — o -2. ° U o m m ° �4:1 '0 3'. t N maim rn uoim �n coro m �� cG SUM fG MfG ENO � W W d ON � OO m fV fG Ot0 — N ❑ = �.' IU c N i a 0MN O Y J N N O 1� V � N N N N O Y � W m O o — — — -0 _ 2.00°bin m -2.0 % 2.00% — 2� ❑ Lyon i U a � O on M o av> n oM V7 N t O - MNMh OtU yy V 1A a1U N N N � - a O = 2.00° v_ -2.00% � 0 0 c+� L U cRASG W. 7. KO'rARSKI Lie. No. 04020485W 3/25/ 1 9 w{v� �SspONAL M E O o N U N � >E W 34+25 �wv� 568 568 o U.1- w 0 W 564 564 It � o N p 560 560 C X Ln y W 556 556 o a v o n S C N z 552 552 N W 548 54800 a O W O H 544 544 540 540Ji 0 536 536 � 0 532 120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 532 LID Of 0 w > W w F = Q Q � z 34+00 0 cn DATE 568 568 312512019 0 564 m o 564 } DRAWN BY ° voi m M a O In M A. MABEE 560 560 • DESIGNED BY 556 556 • J. SHOWALTER 552 552 • CHECKED BY 548 548 C. KOTARSKI • • SCALE 544 544 1"=10' 540 540 • 536 536 LO 532 120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 532 O CL V / z 33+75 W 568 568 �X 564 564 , , z . . . O 560 560 I --I 556 556 U Q W 0o� 552 552 LU (n 548 548 < O E w W 544 544 ` m U 2 > Q 540 540 W Q 536 536 Q LL1 v J Q J N 532-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 532 (In Y N M `o O Q � J a. z U 3 33+50 U u cn b 568 568 x w 0 564 564 J N z a 560 560 m 26 556 556 /1 d cli 552 552 ~� O 3 w 548 548 LU �i 544 544 m 540 540 - Q JOB NO. 0 536 536 a 41864.002 LO 0D 532 532 M -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 SHEET NO. XS-09 J c o �o v> �v �� O°'o v> a o o� 0 o n� �a t+l a D U N N O a V a� m -Z.00% U o M y N16 in o rn L _ m cGO Im MG In V7 �jO�O M a � OG � n njO OG — ❑ j c N Y J m 1� aD m m — — Y o w m d c — — _ 2.00°%in ° 0 V O O N Ol �� ��oo 'c a �m O oao t0 O c vuoi V� "?Min U m N on v� �m � — J O Y � J fall O a_ 2.00°6iA m _ -2.00%am.. AID N n 1 n M � (O n� O O h� n `�voi �u�i on on O� � � � an o am o�n a C W� h h tO+i (MV 7 O� N O V N N 4 J N � f V N m rn — m 0 L U cRASG W. 7. KOTARSKI Lie. No. 04020485W 3/25/ 1 9 w{v� �SspONAL M E O O N U N � >E W N LU = Y 35+25 ¢ U oWo gLL- � W 560 560 -j o N 0 556 556 C Ln X Ln y W 552 552 04 o S C N z 548 548 ¢ V) � N W 544 544 a o w H 540 540 ko 536 536 Ln 0 532 532 0 528 Lo Of -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 528 0 w > W w F = Q Q � z 35+00 N DATE 564 564 312512019 0 560 560 } DRAWN BY 0 0� 556 556 A. MABEE • DESIGNED BY 552 552 • J. SHOWALTER 548 548 • CHECKED BY 544 544 C. KOTARSKI • • SCALE 540 540 • 1"=10' 536 536 • 532 532 528 LO -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 528 O CL V / z 34+75 W 564 564 560 560 , , z L . . O 556 556 I --I 552 552 � � U Q ,w^ O V / 548 w u 548 LU (n 544 544 < O E w W 540 540 ` m U 2 > Q 536 536 w m' 532 532 Q W v J Q J N 528 LO -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 528 w Y N M `o O a. z Q J U 3 34+50 U u cn 9 568 568 L) w 0 564 564 J N0 z a 560 560 W 556 556 /1 552 552 ~� L 3 w 548 548 LUyl �i 544 544 N 540 540 - Q JOB NO. 0 536 536 a 41864.002 0D LO 532 532 M -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 SHEET No. XS-10 J m L y �� cG M. M� �NO°D .O OD a ON O m fV tp V = N c N a O M� Y J N O N N N m W N --- — O Y U W 2.00°/Tn m -2.0 2.00% � n16 _ ono �� om o nyor �n O°�° ��(J �N — � ❑ c O x � w m 3 Y O u> a -0 2�. 0 rtn � m -2.00% m a N GJa t+la �aMf�O 7 Or N 01n Nt0 tDr d U � o m fV O O r� ' L M OD W aD . O tp O aD O N W O M S J O r N m N -- --- ❑ c p Y U w m d c c c p-2b0°kH -2.00% 0 2.00% c a L U cRASG W. 7. KO'rARSKI Lie. No. 04020485W 3/25/ 1 9 w{v� �SspONAL M E O p N U N � >E 36+25 LU 556 556 o U. o w 0 W 552 552 � o ry p 548 548 C u x y w 544 544 o a o n S C N Z 540 540 ¢ o N W 536 536 a o w � H 532 532 528 528ui 0 524 524 0 520 Ln Of -120 100 -80 -60 -40 -20 0 20 40 60 80 100 120 520 0 w > w w F 36+00 a o 560 560 0 in DATE 556 556 312512019 0 552 552 } DRAWN BY 548 548 A. MABEE • DESIGNED BY LU 544 544 • J. SHOWALTER 540 540 • CHECKED BY 536 536 C. KOTARSKI • • SCALE 532 532 • 1"=10' 528 528 • 524 524 520 120 -100 -80 -60 -40 20 0 20 40 60 80 100 120 520 O 1-4 V / z 35+75 W 560 560 556 556 � , , z O 552 552 548 548 Z U Q ,W^ O u V / 544 544 W 540 540 O E w W 536 536 ` m U 2 > Q 532 532 w a 528 528 Q W J Q N 524_524-100 -80 -60 -40 -20 0 20 40 60 80 100 120 524 w Y N M `o O Q J a. z < U 3 35+50 U U cn 9 560 560 x w 0 556 556 J N0 z 0 v 552 552 548 548 m 544 544 ~ O 3 w 540 540 LUyl �i 536 536 m 532 532 Q JOB NO. 0 528 528 a 41864.002 0D 524 10 524 M 120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 SHEET No. XS-11 J am W OD PJ OD t+l °D � � M OD � � 7 O OD— � N ._ m i N c N O t �l M '�— N O N O N 'A ❑ Y-- o � 016 ov � r 0 o of �°� Oi �� �O �°rpOV o in m tiIN�CI— u> m m — tl CI O -mm 2.00°/Tn m -2.0 o F. ° -2.00% " - .00% 'G1 - 1 — 0 � O O r N °moo, c O o�— — M m 3 �e O ❑ r M a 2. ° � m o -2.00% -2.00%ao„- -9.1 ❑ 3 N c �o orn om o vm ono fV fV t0 M �— Y n a — ° �_- L U cRASG W. 7. KO'rARSKI Lie. No. 04020485W 3/25/ 1 9 w{v� �SspONAL M E O O N U N � >E W N LU U. Y 37+25 � Lu Wo a J U 0 552 552 owc j o rn 548 548 � 0 � x Ln m M a' 19 Q W W 544 544 04 c' n S O N z =V >ko O H 540 540 o N j M 536 536 0 k H 532 532 Ji 528 528 0 524 524 0 0 520 520 0 w w 516 120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 516 = ~¢ z 0 in DATE 3 7+ 0 0 Cie 312512019 548 548 >- DRAWN BY 544 544 A. MABEE Lu • DESIGNED BY 540 540 • J. SHOWALTER 536 536 • CHECKED BY 532 532 C. KOTARSKI • • SCALE 528 528 1"=10' 524 524 • 520 520 LO 516 120 100 80 60 40 20 0 20 40 60 80 100 120 516 O CL 1-4 V / z 36+75 W 552 552 548 548 L , , z O 544 544 0 540 a IN 540 Z 11U O o 536 536 w (n m 532 532 < O E w W 528 528 ` m U 2 > Q 524 524 �� w > > a 520 520 Q w J Q N 516 LO 120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 516 w Y N M `o O a. z Q J U 3 36+50 U u cn 9 556 556 x w m 552 552 J N z 0 v 548 Zj 548 W 544 544 /1 540 540 ~ O 3 w 536 536 LUyl �i 532 532 N 528 528 — Q JOB NO. 0 524 524 a 41864.002 °D 520 520 M 120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 SHEET No. XS-12 J ov MM °J r � so M �°Mo, o0 0 �m �rn i� VN V� MNMM U N N OW aN ViM W N c O Y � d 111— U U M N N �� Y l0 O _ --- — ? 2.00°6(A m - .0 % 2.00% 2. a 016 a a o �� ��oo � am om o nv �� C�MMM U 1M N OON VM aM N N � uMi V M m c m -2.00% o a 1 c O O ' L AID Ot0 Ot0 OOOh ' O � OM O yln OM = MM �O MN VM t+lN VM �(j MM°» In � U ON M O N oV N1n VM tpN aM M ❑ M O'I °) °) M — u t u rn a� O N O N O N O t 0 � M O � N PIT ( 0 �M yM MM �OMfG O M � pM N 00 NO V M W � ? C � _Y -2.0 0 — — r ° 0 L ULie. o o04538+25 N0nW m 556 556 �� 3/25/ 1 9� 552 552 OSspONAL_t 548 548 M E 544 544 rn U N vi N O 540 540 E = Y 536 LU 536 U v QLL�3 LL W 0 T 532 532 w J U 00 0 528 528 a N ^! M N M 524 524 10 FW ZF ox U 0 W w 0 �Q �v 520 520 > 0 � Qu va 516 516 ^ w M w d � 512 512 o w �� 508 120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 508 Ln 0 38+00 0 of 556 556 0 w 552 552 w F _ ¢ 548 548 z 0 in DATE 544 544 > � 312512019 540 540 0} DRAWN BY 536 536A. MABEE 532 532 • DESIGNED BY • J. SHOWALTER 528 528 • CHECKED BY 524 524 : • C. KOTARSKI SCALE 520 520 • 516 516 512 120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 512 37+75 CL � U) 556 556 552 552 W 548 548 �X 544 544 , , z . . . O 540 540 536 -- �1� 0 536 Z LU U O532 532 W (n 528 528 < O E w W 524 524 ` m U > > Q 520 520 �� w a 516 516 Q W J Q N 512_512-100 -80 -60 -40 -20 0 20 40 60 80 100 120 512 w Y 37+50 Q a Q U 552 552 J = 3 U"U-' b 548 548 j L) w 0 544 544 J N z 0 v 540 540 W 536 536 /1 N 532 532 ~ O 3 w 528 528 LUyl �i 524 524 m 520 520 — Q JOB NO. 0 516 516 a 41864.002 Lo 0D 512_ 512 M120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 SHEET No. XS-13 J fV N � N ml �v �m om oNpo � N OCv,° o — yr ov ;1 yN �� c0N �N M�(> �N ON'INM� J U ON N N ON nj aN �(> NN V N M N m m m _ o a o N N r n �y N t _ o — — — o �� —— O V O V O V aim--— O N mr N N mm Mm N N ���M— M m l N N O N y N Ih (V — L � L f— o — — n rn O O N M L — — O O m_ � N � O n _ W OD W N OD t+l N OD N �j M W �OI p r N N OD 4J OD — — m j N C N i a NMN Y J N m r f0 m N _m N � y 2 U m M— 21 M O ' M MO 00 O) (pp m — — m r N J m r ao N N — — c O x U— - v-- 2 � � 0 2.00°%tn m -2.0 u /o — - 2.00% 0 L U cRASG W. 7. KO'rARSKI Lie. No. 04020485W 3/25/ 1 9 w{v� �SspONAL M E O p N U N � >E W N LU U. = Y Q LL O ?+ 0 L W O a J U Z _O > O N N M FW ZF ox U 3: 0 (n Ln W W 0 Ln � v � S C N Z 39+00 �"¢^ ° u; V) 556 556 ^ w M w d � 552 552 o w ko� 548 548 Ln 544 544 p 540 540 p Of x 536 536 0 w > w 532 532 Q Q 528 528 0 n DATE 524 524 312512019 O 520 520 } DRAWN BY 516 516 A. MABEE • DESIGNED BY 512 512 • J. SHOWALTER Ln • CHECKED BY 508 120 -100 -80 -60 -40 20 0 20 40 60 80 100 120 508 • • • C. KOTARSKI SCALE 38+75 1 "=10- 556 556 • 552 552 548 548 O 544 544 CL 1-4 ,0 V / 540 540 Z 536 536 W 532 532 X u LU 528 528 O f1 524 524 U Z w 520 520 O O (n U 516 516 512 512 w LU LLB LL m U 508 120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 508 � Q w p�Q> Ld 38+50 N Y 556 556 ,L�Li N am ° 552 552 J A, Q U 548 548 _ 3 Uu 9 544 544 j x w 0 540 540 J N z 0 v 0 536 536 532 532 m 528 528 ~ O 3 w 524 524 LU �i 520 520 N 516 516 — Q JOB NO. 0 512 512 a 41864.002 0D 508 508 M 120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 SHEET No. XS-14 J a, a t rn aim rin aid aid .00 dd � of god O) °�N� N p c O m � w --- m D_ c n c c � � c O — 6tn m -2.0 % -2.00% 016 0 m o � °J N N� NO) � W aOj�OO CO'I O A W �00� _ r c O y � W O � a - .0 % -2.00% 0 2.00% o� t — a a o Ot00 O rN �N �m �N�NMN � - 5 a rm � -mo 2. ° v_-2.00% -2.00% U o L U cRASG W. 7. KOTARSKI Lie. No. 04020485W 3/25/ 1 9 w{v� �SspONAL M E O p N U N � >E W � LU U. = Y W 0 0 L T ...i a J U Z _O > O N N M FW ZF ox U 3: 0 (n Ln W W 0 Ln � v � S C N Z 39+75 ¢ `i o O 552 552 v M w a� o w 548 548 k 544 544 U) 540 >540 0 536 536 0 532 532 > w w F 528 528 c= p Q 524 524 0 O n DATE 520 520 312512019 0 } DRAWN BY 516 516 A. MABEE 512 512 • DESIGNED BY 508 508 • J. SHOWALTER 504 504 • CHECKED BY • C. KOTARSKI 500 Lo 120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 500 • • SCALE • 1"=10' 39+50 • 552 552 z 548 548 O CLH� 544 544 U) 540 540 z W 536 536 1 532 532 X z 528 528 W O 524 524 Z w 520 520 O 0 U) W U) 516 516 � (n W 2 512 512 w LL m U 2 a ° 508 508 �� w > 1--I 5 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 LO 5 Q L v J Q H 39+25 k ° 552 552 J , a Q U 548 548 J _ 3 U u 9 544 544 j x 0 w 0 540 540 0 N z 0 v 536 536 m 532 532 /1 528 528 ~ L 3 FFF w 524 524 LUyl �i 520 520 N 516 516 — Q JOB NO. 0 512 512 a 41864.002 LO 02 508 508 M 120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 SHEET No. XS-15 J A M o — � � 1 NO �� �N = m v> ri vi �ri Y l0 m � � a � U 10 o � o M16 av L � O t 0 O t 0 p O y l n O N �. L C W t0 t+l tp �tp tO+l tMO � N OM Nt0 �fG aOd Y 10 ^ o = c oM �m o — M � o — — oJ I 2. O M C_ C_ O U cRASG W. 7. KO'rARSKI Lie. No. 04020485W I'd 3/25/ 1 9 w{v� �SspONAL M E O O u 40+50 " N N Q O >E 544 544 w a E = Y Lu 540 540 ¢ W � 3 oLL �r wOm� 536 536 a L-uj v o z O a > o ry 532 532 (D FW � v , 11 _ ZF oU �0� x In 528 — 528 < - < w �Q oN O �S cN z a 524 524 ¢ M c V) OM 520 520 v M w d In 516 ko 516 512 512 Ln 508 508 0 504 504 0 x 500 / 500 0 > w w F 496 496 u p Q z 492 492 LO DATE > In CK 488 488 312512019 120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 O } DRAWN BY A. MABEE • DESIGNED BY 40+25 • J. SHOWALTER 548 548 • CHECKED BY 544 544 : • C. KOTARSKI SCALE 540 540 • 1"=10' 536 536 532 532 528 528 O 524 524 � I --I 520 520 z 516 516 u„ 512 512 508 508 w z O f1 504 504 Q U Z W 500 500 O O U) U 496 496 LU (n E 492-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 492 g LU LL m U c \ J 2 / Q w 40+00 p�>> LL 548 548 J Q H rn N Y 544 544 ,w N ° 540 540 J a. Q U 536 536 J = 9 532 532 j x 0 w 0 528 528 J N z Q a 524In D 524 520 520 � ) d �./ 1 516 516 ~ O 3 w 512 512 LUyl �i 508 508 N 504 504 — Q JOB NO. 0 500 500 a 41864.002 ID 0D 496 496 M 120 -100 -80 -60 -40 20 0 20 40 60 80 100 120 SHEET No. XS-16 J o n — m W V7 O �O W M m O {+j0 N m OO 'O h � O OG M O O) r � m 4JG N . O d m •• m _ m �m�55, d O p 2.00°bin m -2.0 % - .00% 2.00% / /16 m� o� L 0 o r — — m �rn �ro �or,om O W �m al0 O � p 2.00°%rt� m -2.0 o /0 -2.00% U o 2.00 /° / m � rn� O — m m �N MOM OfMO O AN �N �10 �10 m ��tM+l��10 M � am O � � Y O _ :1 0 3'• / L U cRAsGw r. KorrARSK3 > cl d 536 532 528 524 520 516 512 508 504 500 496 492 488 484 540 536 532 528 524 520 516 512 508 504 500 496 492 488 484 41+25 m �o L L r N wv �� O°'o �o 0 �— a o n� �v - C _ vO va o ma°.jam M O o � J U cs p N am o a N1n v t01A o a o 0 ` -2 U U m M O m m - J m -2.00% -2.00% v o / w LO -120 -100 ®i -40 -20 0 41+00 20 40 m 100 536 532 528 524 520 516 512 508 504 500 496 492 488 120 484 o m �r r N L — o— _ �uoi o� o� ON O `o or o ao or = C y0 ya �wm o 50 / / U 0 0 N 00 V O O u U m M m m m m o u t f— / '4:1 o 3'. / / c+� -120 -100 -40 -20 0 40+75 20 40 m 100 120 540 536 532 528 524 520 516 512 508 504 500 496 492 488 484 D4U 04U N N 536 t 536 532 — — — — — — — 532 — — 528 — — 528 — 524 524 N ° O V O v i � a 520 m in m m o n m o a 520 516 512 508 504 500 496 492 488 484 120 t - - ma OO m ' r N °GfV . a-) 11 / N N N L 2 -m .00°bin 2.00°° / -100 -80 -60 -40 -20 0 20 40 60 80 100 516 512 508 504 cnn 496 492 488 120 484 Lie. No. 0402048501 3/25/ 1 9 �{v� ui 0 (D 0 Of 0 w w_ 0 z 0 Cie O Z _O C, U w w 0 Z 0 V) W w Q DATE 312512019 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY C. KOTARSKI SCALE JOB NO. 1864. 01 SHEET NO. XS-17 L U cRASG W. 7. Ko-rARSKI Lie. No. 04020485W 3/25/ 1 9 w{v� �SspONAL M E O O N U N � >E 42+00 w — Y LU 532 532 ¢ LL o 3 U. 528 528 528 a L-ujv o z a J — vi O .. a > o ry 524 524 cD LU v M ZF ox U �0� In 520 520 < � w O 04 o� Ln S C N Z 516 516 !E! O u; va 512 512 v M 00 d � 508 508 k 504 504 Ln 500 500 O 496 496 0 492 492 > w w F 488 488 u p z 484 484 in DATE > 480 120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 480 Cie 3/25/2019 } DRAWN BY A. MABEE 41 +75 • DESIGNED BY 532 532 • J. SHOWALTER • CHECKED BY 528 528 524 524 • • C. KOTARSKI SCALE • 1"=10' 520 520 • 516 516 z 512 512 508 508 O 504 504 500 500 ui 496 496 �X 492 492 u , , z . . . 0 488 4880 484 484 Z 11U w OLO u 480 120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 480 1:2 w (n E E W L E W LL m U 41+50 > a w 536 536 > W _ 532 532 Q W > N 528 528 ° 524 524 OJ J a Q U 520 520 _ 9 516 516 j x w 0 512 512 J N0 7IN Qa 508 508 504 504 m 500 500 ~ O 3 w 496 496 W yl �i 492 492 N 488 488 - Q JOB NO. 0 484 484 41864.002 °D 480 480 M 120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 SHEET No. XS-18 J r � 0 a �0 W D t+l� O 470 MONO > U O O O N OW N� y0 O� VO ❑ C ' C a O. O U U °� M W N N -Z.00% / 016 rno 07 N r o �o � — N � h N W N W N t+l N �� j O fV CA N �n N tC �n fV a N�O Y JO N r0 N N ❑ = Y U W a 2.00°6tq m " °o r cV — rn o— o �a — iq '4� �rn uoi,ro �oi,rom _ iO a o0 o n°tOo, �rn L i 0 v� v10 MOt+IM � C_ O y J W N a C_ l") 2.00°%tn -2.00% U o 2.00 /° / L U cRQ1Gw r. KorrARSK3 > cl d 528 524 520 516 512 508 504 500 496 492 488 484 480 528 524 520 516 512 508 504 500 42+75 �n o m 0 �a no a �°o ��o oiq� aN v a� o� o nvoi �umi 7: m U?V / V �V MOt�+lm U V N ON VW Vm V V _ — 0 - a m O c M a c c Y m J O / / / 0 Ln -120 -100 -40 -20 0 42+50 20 40 m 100 528 524 520 516 512 508 504 500 496 492 488 484 120 480 _— c� cl? __ � N _ V t6 LP W�n v o — m W mm °p �j aD j O°D W O� N°G m W Y W m aco / m o 528 524 520 516 512 508 504 500 -9: O / 496 _ 496 492 / / 492 488 488 484 N 484 480-120 480 528 524 520 516 512 508 504 500 496 492 488 484 480 -100 -40 -20 42+25 20 40 100 120 c6 lh N m N 0 to N O V r 'n� a� C? LJ O N N o o rn a M vim y a O - a o U M o — Y m m ; Y O a 2.00°/in m - .0 % -2.00% / in Leff / co LO -120 -100 -40 -20 n 20 40 M 100 120 528 524 520 516 512 508 504 500 496 492 488 484 480 Lie. No. 0402048501 3/25/ 1 9 �{v� ui 0 (D Of S H 0 w W_ < Q Z 0 N > Cie 0 W Q C1 DATE 312512019 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY C. KOTARSKI SCALE 1"=10' z 0 ,H4 V / z W X Cn W fi � U w o O LU W L w >`OU J Q 1.4 ' w > i Q W J Q J �w 0 Q QJ J �U J Q Uu� F-I w z J r� Vuu/ 1� W J JOB NO. 1864. 01 SHEET NO. XS-19 L u cx arcw r. Ko-rARSKI Lie. No. 04020485W I'd 3/25/ 1 9 w{v� 43+75 �SsporrAL � 520 520 M E 516 516 rn N U N O 512 512 E w ° E = Y 508 508 cL'i v � Q U. 0 W 0 T 504 504 w J U 00 0 500 500 a N ON 500 LL .. N M 496 496 FW Z0 �X U �O�x w w 0 �Q �v 492 492 v p > 0 c V) 488 488 ^ w M w d � 484 484 o w �� 480480-100 -80 -60 -40 -20 0 20 40 60 80 100 120 480 Ln 0 43+50 0 520 520 = 0 516 516 w w 512 512 z 508 508 0 N DATE 504 504 0 312512019 } DRAWN BY 500 500 A. MABEE 496496 DESIGNED BY v. 492 492 •• J. SHOWALTER • CHECKED BY 488 488 484 484 • • C. KOTARSKI SCALE • 1"=10' 480 Ln -120 -100 80 -60 -40 -20 0 20 40 60 80 100 120 480 • 43+25 Z 524 524 O CL 520 520 516 516 Z W 512 512 \`/ 508 508 X z 504 504 W O 500 500 Z w 496 496 O OU W 492 492 � (n W L 488 488 W LL m U 2 a ° 484 484 w LO > 1--I -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 480 Q W v J Q H 43+00 k ° 524 524 _j J a Q U 520 520 _ 9 516 516 j x w 0 512 512 J N0 z 0 a 508 508 m 504 504 /1 500 500 ~ O 3 w 496 496 LUyl �i 492 492 m 488 488 - Q JOB NO. 0 484 484 a 41864.002 °D 480 480 M -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 SHEET No. XS-20 J ro t m Or OOON �n in �aV OW � �O OOD .n n .1 p v -- Yv Yv °?yarn U v N on — — c U _ y a � a w o m U d c m rn a c c 0 _ o -2.00% -2.00% cai _16 m r ' L mo — m om in o O Im O O N m W� W —{vjV�� 7 O O N V tC 2. — = Y U W m d c v c 42.00.o- _ � o ro Sao --- � on o a o� �mor v a ono o o ago ry o�n .nu> 1 'L � �y vy v0 �OM� U y N ON V W VD7 v O x x m o -2.00% -2.00% � o _ '4:1 p 3. I � _ m N v, V �rn N OfG W NO tC fG o �m a v L U cRASG W. 7. Ko-rARSK1 Lie. No. 0402048507 I'd 3/25/ 1 9 w{v� �SspONAL 44+75 M O O N U 512 512 m >E 508 508 = Y Lu 504 504 o U. o w0;a W 500 500 a o ry p 496 496 � C � u X L w 492 492 o a Q Z 488 488 ¢ �; V) rn N w Em 484 484 a o w H 480 480 ko 476 476Ln 0 472 472 LO 0 468 120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 468 O 0 w > w w F 44+50 a o 512 512 p n DATE 508 508 312512019 0 504 504 } DRAWN BY 500 500 A. MABEE • DESIGNED BY 496 496 • J. SHOWALTER 492 492 • CHECKED BY 488 488 C. KOTARSKI • • SCALE 484 484 • 1"=10' 480 480 • 476 476 472 120 100 80 60 40 20 0 20 40 60 80 100 120 472 O CL 1-4 44+25 U) 516 516 ui 512 512 508 508 � , , z O 504 504 I --I 500 500 Lu U O496 496 w (n m 492 492 < O E w w 488 488 ` m U 2 > Q 484 484 w > > a 480 480 Q w J N LO 476-120 -100 80 -60 -40 -20 0 20 40 60 80 100 120 476 w cj. k M 44+00 Q a. Q U 520 520 J = 3 U u 9 516 516 j L) w 0 5120 512 J N z 0 a 508 508 nk 504 504 /1 N 500 cli 500 ~ O 3to c- w 496 496 �i 492cli 492 m 488 488 — Q JOB NO. 0 484 484 a 41864.002 °D 480 480 M -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 SHEET NO. XS-21 J r� fV O � L O N O � O �m Vm V� p O Om N OW O — rm �� m m r m ° �4:1 0 3�. c v16 oa OJ fV Q — � �� �vom---o— t '4yMrn�rn o� �y as m c c Ma c c Y � O -2.00% m v N M n O L m — N.O NM NN �00010 va �o o �n L O V � N � O) m �� �M � W NNCO�N O O� N ON am V W '1 a� u U m M rn m m Y U m m c m _ o o t f— � � - 0 r 0 L 45+75 U cRAsGw r. Ko-rARSK3> p � Lie. No. 0402048507 500 500 a° 3/25/ 1 9 w4� 496 496SspONAL_,t 492 492 488 488 Mo Eo N U N � 484 484 w °/ E 480 480 LU > 3 �wv3 ¢ U. 476 476 U. w 0 Lz a J U 00 Z 472 472 > C) ry LU N� 468 468 0 Ln x Ln N M a' OC Qj w W 464 464 o a c' � S O N Z =V >� O 460 460 p N j M w d 456 120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 456 o w ko ui 45+50 am om U 500 500 [] 496 496 = H 492 492 w w = a 488 488 ¢ z O 484 484 N DATE 480 480 Cie 3/25/2019 } DRAWN BY 476 476 A. MABEE 472 472 DESIGNED BY 468 468 •• J. SHOWALTER • CHECKED BY 464 464 460 460 • • C. KOTARSKI SCALE • 1"=10' 456 120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 456 • 45+25 z 504 504 O CLH� 500 500 496 496 W 492 JIM x 492 01 488 488 X z 484 484 0 W O 480 480 Z U W 476 476 O OU LLB U) 472 472 � (n m W 468 468 w LL m U a 464 464 �� 1 W > a 460460-100 -80 -60 -40 -20 0 20 40 60 80 100 120 460 Q w ypi J H 45+00 k ° 508 508 J , a ¢ U 504 504 _ 9 500 500 L) w 0 496 496 J N0 z 0 a 492 ca 492 m 488 488 /1 484 O 3 w 480 480 LU �i 476 476 m J 472 472 Q JOB NO. 0 468 468 71 41864.002 0D 464 464 M -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 SHEET NO. XS-22 J � OOJ �� m m t+l O NOD NaG �v �v �ymm v ov v v Y � w 3 m � O - -2.0 m N ❑ rN —16 O O O t 0 O t 0 0 0 �� m �� � O N O y l U O N �� m� V � �U m�OD J O� N pm N°D a°o tC am CU Y N G — m — co co v �m �� �N o �yorn N � a o a or v> o o y ran r o inm v> 'ny qy qy �w�� UJ v N as rnrn c O-- m— a 2.00°6 m -2.00% � 2.00% ❑ — — — 0 a NN W G NM W ON G �U OOIU a O V O C A rN N InM O t p 0 - — m r°c m -- --- — c O c --- m � m Y o O _ — 1 °o L 46+75 496 tea ?` w!L 0%L aim 496 Mr Or Or o� a ov ou° yr ov � 492 492 l' 488 488 u cRAsGw 7. Ko-rARSK3 > Lie. No. 0402048507 484 484 Q 3/25/ 1 9 w{v� �SspONAL 480 480 476 476 M E O 472 472 N o N 'A E 468 468 W a; E Y LU 464 464 ~ w ° ¢ U. wo W O m 460 460 a v o z O .. a > o ry 456 456 (D LU v M ZF =x U QOcn¢ Ln oc19e w 452 120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 452 0 Q = 0 �= oN z �u<M O c V) N w a" 46+50 a �N �M ON OOON ' O°n ON N �N 496 00 Ow 496 ko 492 492 ui 488 488 0 484 484 p Of x 480 480 ~ 0 w > W 476 476 = ¢ 472 472 z O n DATE > 468 468 312512019 0 464 464 } DRAWN BY 460 460 A. MABEE • DESIGNED BY 456 456 • J. SHOWALTER • CHECKED BY 452 120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 452 • • • C. KOTARSKI SCALE 46+25 1 "=10- 500 500 • 496 496 492 492 O 488 488 1-4 V 484 484 z 480 480 W 476 476 Xui v% 472 472 0 I —I 468 468 U z w 464 464 O O (n U 460 460 456 456 w L w LL m U 452 120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 452 � Q w �¢> > N J C) 46+00 500 v 500 ,w ° 496 496 J a OU ¢ U 492 492 U b 488 488 i--i W 0 484 484 J N z o a 480 480 476 476 /1 472 472 ~� 3 w 468 468 LU �i 464 464 m 460 460 — LL Q JOB NO. 456 456 a 41864.002 M 452452-100 -80 -60 -40 -20 0 20 40 60 80 100 120 452 SHEET NO. XS-23 J � W O W M W M W M tp � o� N O N fV a fG O W v°o r m M aoo m m = Y � m m Zan a _ ° -9.I o 3 a mo — — — — — — — — — — — — — — — — — — — — — — — — v mr oir �� °°thO U � or W rn N 00N Nn y°D cor V °D c — a m � _ m U -2.0 ° � o '0 3. .y1 ON ;� y .c a m 7 a � o r co �°�°. �Mov � a o0 a or 0 o nuMi �m "'a Va Va �ro�� Y m m � Y O -2.00% v o 1 7 � mn wm a o— rn v r m SUN cG aG ono �rn �nov o V � a o� o �rn ino a� Mro�� v U y N oo aw a°o v a ` O Y � a W u O M _ m 3 Y O a 2.00°6tq m -2.0 % -2.00% 2.00% Mo 7 r ra N N m _ L U cRASG W. 7. KO'rARSKI Lie. No. 0402048507 3/25/ 1 9 w{v� �SspONAL M E O O N U N � >E W � LU U. = Y Q LL O ?+ W 0 0 L T ...i a J U Z _O a>oN Fa fd N� N M W 47+50 oc x U Qs�Q U)iy W 504 504 p � u, V) 500 500 ^ w Lq M d 7 496 496 o w �� 492 492 Ln 488 488 0 484 484 0 Of x 480 480 ~ 0 w > w 476 476 = ¢ 472 472 z O LO DATE 468 468 312512019 0 464 464 } DRAWN BY 460 460 A. MABEE • DESIGNED BY 456 456 • J. SHOWALTER • CHECKED BY 452 120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 452 • • • C. KOTARSKI SCALE 47+25 • 1 =10 • 500 500 z 496 496 492 492 O CL 488 488 484 484 z W 480 480 \`/ 476 476 X z 472 472 W O 468 468 < Z ,u LU v , 464 464 O O U w (n 460 460 E L 456 456 W > m U 2 a ° 452 452 1� w a 448 120 100 80 60 40 20 0 20 40 60 80 100 120 448 Q w u L H 0 o i N o 47+00 k M o� o� 1A on om ao on 496 0 °0 496 J a Q U 492 492 _ 3 Uu� 9 488 488 j x w 0 484 484 J N z a 480 480 476 476 /1 472 472 ~� O 3 w 468 468 LU �i 464 464 m 460 460 - Q JOB NO. 0 456 456 a 41864.002 0D 452 452 M 120 -100 -80 60 -40 -20 0 20 40 60 80 100 120 SHEET No. XS-24 J O N 00 00 00 O i tO � v or o am or � � PJ tp t+l tp N N N O � O) O O N t0 tC fG m O L \ a16 N iOLI N O N O N O N N � '� � � O° D O y � O° D W. �ro ��c rim �m;M� J ow m orn v Y m U w m J U m O L \ n r \ m \ 27 \ \ — O N 0 a00 ��fG�tO J OOOD N 0°D NO �� m � c 2�a� U m 2 J 2 = m � m � 1 \ o \ r \ \ \ m o 0 L U cRASG W. 7. KOTARSKI Lie. No. 0402048507 3/25/ 1 9 w{v� �SspONAL M E O O N U N � >E W � LU = Y 48+25 ¢ U oWo gLL- � W 516 516 a N p cc,) 512 512Cv u X Ln y W 508 508 o a e v o Ln S C N z 504 504 ¢ V) N W 500 500 a o w 496 496 492 ui 492 O 488 488 O 484 484 = 0 480 480 w w 476 476 z O 472 472 N DATE > 468 468 0 312512019 } DRAWN BY 464464-100 -80 -60 -40 -20 0 20 40 60 80 100 120 464 A. MABEE • DESIGNED BY J. SHOWALTER 4 8 + O 0 • CHECKED BY 512 v 512 : • C. KOTARSKI SCALE 508 508 • 1"=10' 504 504 500 500 496 496 PE 492 492 I --I 488 488 z 484 484 w 480 480 476 476 W z O f1 472 472 Q U z W 468 468 O O � U 464 464 �/ W (n L.L � (n Lu E 460 120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 460 W `° U c \ J 2 / Q W 47+75 W 508 508 0 rn N Y 504 504 ,L�Li N ° 500 500 J r �U a Q 496 496 _ Lu U 9 492 492 L) w 0 488 488 J N0 z 0 a 484 484 480 480 /1 476 476 ~ U 3 w472 472 W yl �i 468 468 m 464 464 - Q JOB NO. 0 460 460 a 41864.002 0D 456 456 M -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 SHEET No. XS-25 J 0 O t 0 o D � cor oir �� M°DM� V W c.in �� m = @ m � m m U U 10 -Z.00% _ 0 — _L ° 716 0 — � m �� �m OtO+l N OaD V W a� � Y — m J y m - c+ — o � L c v n �O n iOLI N — r o0 � v o�n o av> o�n — — O�t0 �m t0�� � Nt0 tC fG —� ❑ m � m ° L °o r L U cRASG W. 7. KOTARSKI Lie. No. 0402048507 3/25/ 1 9 w{v� �SspONAL M E O o N U N � >E W N LU U. = Y Q LL O ?+ W 0 0 L T ...i a J U Z 49+00 ;WPM 516 516 3:D�x Ln K N W W 512 512 Ln S O N Z =V >ko O H 508 508 o N j � M � 504 1 m.6504 o w k H 500 500 496 496 [] 492 492 [] 488 488 0 w 484 484 w F _ ¢ 480 480 z 476 476 0 N DATE 312512019 472 472 DRAWN BY 468 468 A. MABEE • DESIGNED BY 464-Lo 120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 464 • J. SHOWALTER • CHECKED BY 48+75 • C. KOTARSKI • • SCALE 516 0 516 1"=10' 512 512 • 508 508 504 504 O 500 500 IL 1-4 0 496 496 Z 492 492 W 488 488 X u 484 484 W 0 480 480 U Z W 476 476 O O (n U 472 472 E 468 468 w L LLB LL m U 464 464 Q -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 H� w p�Q> W 48+50 ; 0 N Y 516 516 ,L�Li ° 512 512 �� J d a Q U 508 508 _ 9 504 504 j x 0 w 0 500 500 J N0 z o a li 496 496 492 492 /1 d 488-4:1 488 ~ O 3 w 484 484 LUyl �i 480 480 N 476 476 — Q JOB NO. 0 472 472 a 41864.002 0D 468 468 M 120 -100 -80 -60 -40 20 0 20 40 60 80 100 120 SHEET No. XS-26 J N V � O t ❑ M aim L ' �N cG aD �M cG �N aD M aD �pOM � a OM O GD O � n nj �4QN W O W ❑ oM 1� O N y N v O m � W m a c a c c 1 \ a 2.00°6rq m -2.0 % ° - . 0% 8 2.00% \16 rno r om — am ono �m �n ��oom �°�o, � u'v Vy ?y '?y�ro U y N o°u'o �� o c O Y � fall N m 3 Y O 21 � a 2.00°6tq m o -2.00% -2.00% � o 2.00 /o V7 N N O i O 0 N C — o _ MWMpOp 00� c O' c 2 a � U — —M ro d m ❑ m 3 Y -2.00% v o w L 50+00 a o o soo�a (mot adi�� r O r O r O r O N V W V W 500 m 496 496 492 492 U CRATG W. 7. KCl'i ARSKi Lie. No. 0402048501 488 488 °�PQ 3/25/ 1 �SspONAL 484 484 480 480 m E O O 476 476 N N ¢ o >E 472 472 w ai E Y 468 468 ~ LU ¢ U. 464 464 a _j v 0 z O .. a > o ry 460 460 cD w v M ZF =x U 3: 0 n ¢ Ln oc19e w 456 120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 456 Q Q = 0 �= oc� z �U> O c V) 49+75 "N W a 504 504 o w ko 500 soo ui 496 496 p 492 492 p 488 488 0 w > w 484 484 = ¢ 480 480 0 in DATE 476 476 312512019 472 472 O } DRAWN BY 468 468 A. MABEE • DESIGNED BY 464 464 • J. SHOWALTER • CHECKED BY 460460-100 -80 -60 -40 -20 0 20 40 60 80 100 120 460 • • • C. KOTARSKI SCALE 49+50 1 "=10- 508 508 • 504 504 500 500 O LL 496 496 Y 492 492 Z 488 488 W 484 484 X U) 480 480 W 0 I —I 476 476 U z W 472 472 O p (n U LU 468 468 E 464 464 w w LL m U 460 460 > Q -120 -100 -80 -60 -40 20 0 20 40 60 80 100 120 H� 1 W p�Q> 0 - Q _ 49+25 J N 512 r 512 w ° 508 508 OJ J a ¢ U 504 504 U aM b 500 500 i--i W 0 496 496 J N 7 Q a 492 492 m 488 488 /1 484 484 ~� o 3 w480 480 W yl �i 476 476 m LL 472 472 JOB NO. 0 468 468 a 41864.002 M LO 464464-100 -80 -60 -40 -20 0 20 40 60 80 100 120 464 SHEET NO. XS-27 J �rn cOrn Mrn �rnMc V� orn m m m �� 2 x i m m o _ 1 N l0 N M — \ \ \ N r• v �n e u°'i rn1AO r L m� � � � O �m �� W O O� O Mo�noy N aim O 1p Y m - .97% -1.97% -2.00% a .00 \ \ c+� a ov r n r 'a rn r m� ❑ °� r of v — �v OM cm ov a ov> _ o rM inv _ — �a q°°'o �ro�� U y — rn _ yv aw aro m a u J U r � � 2 x .1 m o 9 m -2.00% -2.00% a o 0 c+� m v 0 O V O V O V �- - ?� � W c0� M°D �aG tOij oNG ON NaD a6� m ? C a' V i m Y J m r t0 m m y � LLf C C \ e m o a �_ rtn -2.0 % .. o \ \ L ��4 t d• 51+00 504 504 500 500 U cRAsGw 7. KO'i'ARSK3 > Lie. No. 0402048501 496 496 3/25/ 9w{v� spONAL 492 492 488 488 M E o O N U 484 484 ¢ o >E 480 480LU E E 476 476 o U. o w0;a W = M 472 472 a Oo 0, =x 468 468 C � v u 464 464 oc 19 eLL w oa =� Z =V >� O H 460 120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 460 o N M w CO d � O W 50+75 ko 504 504Ln 500 500 S 496 496 Of x H 492 492 �w > w w F 488 488 u p Q Z 484 484 in DATE > 480 480 312512019 O } DRAWN BY 476 476 A. MABEE 472 472 • DESIGNED BY 468 468 • J. SHOWALTER 464 464 • CHECKED BY C. KOTARSKI 460 120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 460 • • SCALE • 1"=10' • 50+50 • 504 504 • 500 500 O 496 496 rHn V 492 492 Z 488 488 W 484 484 X 480 480 W O I --I 476 476 U Z W 472 472 O p (n U LU 468 468 464 464 w L LLB LL m U 460 460 Q -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 H� 1 w p�Q> Ld 50+25 0 N Y 504 504 ,L�Li N ° 500 500 J a Q U 496 496 _ b 492 492 x 0 w 0 4880 488 J N z 0 a 484 484 480 480 /1 476 476 ~ U 3 w472 472 W Y �i 468 468 N 464 464 — Q JOB NO. 0 460 460 a 41864.002 0D 456 456 M 120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 SHEET No. XS-28 J oe in °o ion cao �� OCOov �y am am Mm°'I '� o oaNia co in co o � in 'dioa inn �n ro � c a d v v = Y m U d w c - "v c - c - m N U O W ° -2.00% tLi � 1 L — fV N v16 O O (p M O O M � M fC my .n� mN ��oo� O y o oan� v a as C°yMm U w of vim c p' Y m N 3 Y = x x Nr mr \ L vo — — a 0 ri v rnvl o�n �y o0 00 ov �rn m W M W M cV W O y cVtO N _c M� c c m --moo m O - - ° -2.00% o .00 \ sa 7 NCI W N O� �O O 47 VOO O N °J Cl C) ON n O n O OHO CI (OI[) In fp da Va Va °'v'M"7a � a a N cr a�aa c O a W U m -0 o 2.00 /in m 0.75% 0.75°/ _ o t .00 '0 1 MIN \ L — o � 1 rn L U cRASG W. 7. Ko-rARSKI Lie. No. 0402048507 I'd 3/25/ 1 9 w{v� �SspONAL 52+00 M O U 512 512 InN Min— Q o > E 508 508 w a; E YLU 504 504 ~ U ¢LLo3 LL 2.00MW 0 lU y 500 500 ¢ J U 00 z o — ui O w a > o ry 496 496 cD LU v M ZF ox U W �Q o� O 49277 492 oc 19 e � 0 S c� z a 488 488 ¢ LD va 0 N W 484 484 v M w a� o w 480 480 k 476 476 Ji O 472472-100 -80 -60 -40 -20 0 20 40 60 80 100 120 472 � O 51+75 .n r in � w O T.N p > W N r MID � y w R °D <O p 506 W F 508 = Q U 504 504 z O n DATE 500 500 > 312512019 496 496 DRAWN BY 492 492 A. MABEE 488 488 • DESIGNED BY • 115 J. SHOWALTER 484 484 • CHECKED BY 480 480 : • C. KOTARSKI SCALE 476 476 • 472 472 468 120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 468 51+50 CL 508 508 504 504 W 500 500 1 496 496 z 492 492 0 W O 488 488 w 484 484 O OU LU (n 480 480 I..V a (n E W L 476 476 W LL m U a ° 472 472 1� w a 468 1-4 120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 468 Q L yNi J H C) 51+25 k ° 508 508 J a Q U 504 504 U b 500 500 i--i 0 W n 496 496 J N z 0 a 492 492 m 488 488 /1 484 484 ~� O 3 w 480 480 LUyl �i 476 476 m J 472 472 LL Q JOB NO. 0 468 468 a 41864.002 M 464-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 464 SHEET NO. XS-29 J orn orn orn r v,rm �o oo� mM rn � � va � Mm rn N rn N c - c - x Y m U U W m m rn � m 2.00% _ vo m o _ r v th m � D7 �rn p o� M � m V m N min C Y m a ro rn m o� m O o rn ° -2.00% -Z. 0% v — — o 0 v �°�G �� �� �U OOt�p OCI CI tO V m �OpI �rn�� v o� � m m _ O y � w m � - a_ 2.00°6iq m u O - 1 (V fC t v Z. o Lv m a o n o n o n o� s o a ro r ui �rn�� om Mn o v v y y N o v c c Y Y m U U a W m M m 1.69% -Z.00% _ o � n n �i ,Z1 L v � � W M L 53+00 U cRAsGw r. Ko-rARSK3> Lie. No. 0402048507 524 524 �O 3/25/ 1 9 520 520SspONAL_,t 516 516� 51 512 512 0 Eo N U N N 508 508 E w °/ E 504 504 W > 3 Hw a�i3 ¢LLo3 500 500 w U. ;a a J U � Z 496 496 owc j o rn 492 4LU 92 � 0 x N M a' OC Qj w W 488 488 o a =' � S O N Z =V >� 0 ~ c V) 484 484 o N j M d � 480 120 100 -80 60 -40 -20 0 20 40 60 80 100 120 480 o w ko Ji 52+75 0 524 524 0 0 Of 520 520 0 w 516 516 > w w F 512 512 z [) 508 508 > DATE 312512019 504 504 >- DRAWN BY 500 500 A. MABEE 496 496 • DESIGNED BY • J. SHOWALTER 492 492 • CHECKED BY 488 488 : • C. KOTARSKI SCALE 484 484 • 480 480 476 120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 476 52+50 CL � U) 520 520 516 516 W 512 512 508 508 , , z O 504 504 I --I 1—f 0 500 500 11U1 w O u 496 496 w (n 492 492 < O E w W 488 488 ` m U > > Q 484 484 w > a 480 480 Q w J N 476-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 476 w N M 52+25 Q a ¢ U 512 512 _ 3 U b 508IT m 508 i--i x W 0 504 0 504 J N z 0 v 500 500 m 496 496 /1 492 492 ~ O 3 w 488 488 YI �i LU 484 484 m 480 480 — Q JOB NO. 0 476 476 a 41864.002 02 472 472 M 120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 SHEET No. XS-30 J om moo rnm n mN r r m t O WfGSOON M ON VO aO m m � th O N O V O °� O M m m ONG N x x �2• 10 m � a ,m m 2.00°bin m o O ro m m16 v voi o u°'i �uoi ono ono L C N O t+l � � m V t0+1 � O � tOp O r 0 ao vo N O O W O w m M o 2.00% _ ° L �4:1 0 3:1 \ \ N rrn � ` L m v O c0 �n �N �� �nOV �NI�fV M O M O O f V N O aim m 0 m 0 In ? O C � O � p J o In N o n rn t0 c c d W M D7 09 m O \ r v v r W qjN �ry N ��OtO Of0 �O N r M W O OJ VO m in .. in cin '?voi °?� o0o uio c O O 0 2.00°%[n m O -2.00% " 1 In � ` L 0 L U cRASG W. 7. Ko-rARSKI Lie. No. 040204850? 3/25/ 1 9 w{v� �SspONAL M E O O N U N � >E W N = Y a Q LL - 3 U. L W 0 0 y a J U Z _O > N W fN� F ZF ox U 3: 0 W Q Ln � v �S cN Z !E! O c V) rn � N W 53+75 a ow 532 532 k 528 528 ui 524 524 O 520 520 0 S XI H 516 516 �w W w F 512 512 ¢ p 508 508 z 0 in DATE 504 504 312512019 0 } DRAWN BY 500 500 A. MABEE 496 496 • DESIGNED BY 492 492 • J. SHOWALTER 488 488 • CHECKED BY ED C. KOTARSKI 484 120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 484 • • SCALE • 1"=10' • 53+50 • 528 528 ' z 524 1111 524 CL 1 p 520 520 H4 516 516 z 512 512 W 508 508 X 504 504 I --I 500 500 U Z W 496 496 O O (n U 492 492 � 488 488 w L LLB LL m U 484 484 Q -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 H� w p�Q> Ld 53+25 1-1 N 528 528 IN ° 524 524 OJ J a Q U 520 520 _ 3 U�� b 516 516 j x w 0 512 512 J N0 7 Q a 508 508 m 504 504 /1 500 500 ~ O 3 w 496 496 LUyl �i 492 492 m 488 488 - Q JOB NO. 0 484 484 a 41864.002 °D 480 480 M -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 SHEET No. XS-31 J co 0 N <O r = M uoi� mm mro om o� o _ �rn �n �� a � ao ui o5 0 r°c of o a V� °?$moo � oa�c 5 a rnm .00, °moo, m m C M 0 c --- - m L o�n �� O rco t h y� r m N � N � — — _ � o cd �� °c of °c �U �ri MOO °c � 16 a o m n � �n rn rn �o n — m j0 �O nO��OU U 00 W � U m a m rn ° -4: 0 m m t m m fV L � O I AID m O O °'I N --- - �� �v �� orno�o r �o �o o m °10 ri � �c � �6 o �6 °o co — — — p �m mo�"o r a � u> n a v° m or y rn m �n --- — c 5 5 a o. Y U No � o .nrn u° � N c x c x 27 �� _Y m m m m W M O N m � ° ° -2.00% -2.00% v o �m — r m L U cRASG W. 7. KO'rARSKI Lie. No. 04020485W 3/25/ 1 9 w{v� �SspONAL M E O O N U N � >E W N LU U. Y 0 L W 0 a J U Z _O > O N W fN� F ZF ox U 3: O 19 W Q Ln � v � S C N Z 54+50 �"¢^ ° u; V) 536 536 ^ w � M � d � 532 532 o w �� 528 528 Ln 524 524 p 520 520 0 Of 516 516 in W > W 51212 512 Q Q 508 508 0 n DATE 504 504 312512019 0 500 500 } DRAWN BY 496 496 A. MABEE • DESIGNED BY 492 492 • J. SHOWALTER • CHECKED BY 488-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 488 • • • C. KOTARSKI SCALE 54 +2 5 1"=10t 536 536 • 532 532 528 528CL O 524 524 H� 520 520 z 516a. 516 W 512 512 X 508 508 O I --I 504 504 U Z W 500 500 O O (n U 496 496 492 492 w L LLB LL m U LID 488488-100 -80 -60 -40 -20 0 20 40 60 80 100 120 488 � Q w p�Q> Ld 54+00 N 532 532 ° 528 528 _j J ma � . �` = U 3 524 p ° 524 `/■ U C M V fN+l M v F 1 520 _ 9 O M O M O � O a O V L i° O WIN MIN N 520 Lu M 516 0 516 w N z o a 512 512 508 508 m 504 504 ~ o 3 w 500 — — — 500 LU �i 496 — — — — — 496 N 492 492 — Q JOB NO. 0 488 488 _ 41864.002 LO 0D 484 484 M -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 SHEET NO. XS-32 J M °D N N i O O � M � t p O O °p 1° i In tit 1° U U U W W th O C C W h 2 in - 2.00°/dn m 2. ° � � 221% —► 016 00 — ty °�° W c0 MIN t° M O M C OJ C O — � �N 0-� Nr hl� Nt° M O C W O -2. FOR. ' o N W Nm0 �O Na jot tO v � 2 L o L U cRASG W. 7. KOTARSKI Lie. No. 04020485W 3/25/ 1 9 w{v� �SspONAL M E In O p N U N 'i >E W N LU U. Y W 0 5 L T ...i Q� Lu Z _O � > � N fd N� N M FW ZF ox U 3: 0 (n W W Q Ln � v �S cN Z !E! O c V) rn N w 55+25 a ow 544 544 k 540 540 Ji 536 536 � 532 532 0 528 528 > w w F 524 524 ¢ p 520 520 z 0 n DATE 1. > 516 516 312512019 O } DRAWN BY 512 512 A. MABEE 508 508 • DESIGNED BY 504 504 • J. SHOWALTER 500 500 • CHECKED BY • C. KOTARSKI 496 120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 496 0 • SCALE • 1"=10' 55+00 • 540 540 z 536 536 O CLMIN H� 532 532 528 528 z W 524 524 \`/ 52020 X z 516 516 W O 0 512 512 Z w 508 508 O OU LLB U) 504 504 I..V a (n LL 500 500 W m � > a U d 496 496 H� w oC>>_ a 492-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 492 Q L y�i J H 0 IN 54+75 k ° 536 536 J , a Q U 532 532 U 9 528 528 i--i x W 0 524 524 0 N 7 O Q a 520 520 m 516 516 /1 512 512 ~� O 3 w 508 508 LUyl �i 504 504 ---------------- J 500 500 - Q JOB NO. 0 496 496 a 41864.002 LO 02 492 492 M 120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 SHEET No. XS-33 J mm � W �i M L \ \ 2. \ \ N O o N m m r o M O o O a a r O m W m � m m m V o W mp�0 � a in rn m m d C 2 p Y U U U In N � W N M O m m c b N m a 2.00°bin m o 2,j °° O m o ov m N z W A M N CI °' � m o7 N O f V N O � N T f V m °?gym w� � J� a� m cri,m m m - � d` Y in °'in Nam x x 2.00°/an m -2.00% �m N �M �N O I A n j O m N W m N r N r � � � M�°�N � � J d a - - 2 _ a w m vo of - 2.0 /o _ o o r � m m c L U cRASG W. 7. Ko-rARSKI Lie. No. 04020485W 3/25/ 1 9 w{v� �SspONAL M E O O N U N � >E W � LU U. = Y Q LL O ?+ W O0 L T ...i a J U Z _O > N fd N� N M FW ZF ox U 3: 0 (n Ln W W 0 Ln � v � S C N Z 56+00 �"¢^ ° u; V) 544 544 ^ w M w d � 540 540 o w ko 536 536 Ln 532 532 O 528 528 O Of S 524 In 524 ~ w W 520 520 = 63 Q O 516 516 0 n DATE 512 512 312512019 0 508 508 } DRAWN BY 504 504 A. MABEE • DESIGNED BY 500 500 • J. SHOWALTER co Lo • CHECKED BY 496-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 496 • • • C. KOTARSKI SCALE 55+75 1 "=10- 544 544 • • 540 540 536 536 O 532 532 CL ,0 V / 528 IP 528 z 524 524 WW. 520 520 X Cn 516 516 O I --I 512 512 0 U Z W 508 508 O O (n U 504 504 E 500 500 w L LLB LL m U 496 120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 496 � Q w p�Q> Ld 55+50 N Y 544 N a 544 L�Li N ° 540 540 _j J a Q U 536 536 J = 3 U"U-' 9 532 532 j x 0 w 0 528 528 J N0 z ILI Q a IN 524 524 520 520 /1 In 516 516 ~ o 3 w512 512 yl �i LU 508 508 J m 504 504 - Q JOB NO. 0 500 500 41864.002 ILI 0D 496 496 M -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 SHEET NO. XS-34 J O M L 0 \ mb MO Nan O W \ O N O N M O N T 01 b N� N� O O O W M N Ol � M � � — Lip co v>min min r M c c m W m — — — p - 2.00% o -2.0 ° o m _ N16 N O In M L 0 \ �m M c m1M 00 W O V N� �rnao � rn<o M� � � � r V7 �O' � e J � d� i n �� N a .n U a U cgi M N W� - 2.00% 2.15% O M 0 O W W M fps ink Oy cGNO m 7 a W N o m _ �' z.00°r°r° _ L o �: 0 L U cRQ1Gw r. KorrARSK3 > cl d 528 524 520 516 512 508 504 500 57+00 rn� N !v O) � a o0 00 --- 413% 4.36% U win: NEW 5.11% U ° -3.27% -� 0 46% -y 0 co LO -120 -100 ®1 -40 -20 0 56+75 20 40 m 100 528 524 520 516 512 508 504 120 500 b3L ,SZ 528 528 524 524 N o� 520 — — — — — N 520 516 3.92% — ~ 516 — _3.16% -3.54% ° 3. — — 512 — — — 512 — 508 508 504 O 504 v 500 LO j 500 536 532 528 524 520 516 512 508 504 500 496 544 540 536 532 528 524 520 516 512 508 504 500 496 120 -100 -40 -20 ■ 56+50 20 40 100 120 — OJ M 4 ' O V V —a — N d w ' J w a N M cr _ co — 0 0 -3. o — LO -120 -100 ®1 -40 -20 0 56+25 20 40 m 100 536 532 528 524 520 516 512 508 504 500 120 496 IF �l � Nc0 �pOj OO —17 4?— A O tp N C M d m J a EL O l M N c O � a W x --� U �c 'M N = m Y L IL m — W N �� ❑ a 2.00°/ N m — 0 o -2. 0° Z - — — �;1 rn LO -120 -100 -40 -20 n 20 40 M 100 120 544 540 536 532 528 524 520 516 512 508 504 500 496 Lie. No. 0402048501 3/25/ 1 9 �{v� CL O cc c� z _O u U Ln w z O V) > w W a 0 DATE 312512019 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED JBYC. KOTAR SCALE 1"=10' z 0 ,H� V / z W X u W 0 fi 0 �: Q Z ,w^ u O V / LU D W c w >`OU J Q 1.4 L\u � / Q W J Q J �w O Q QJ J <U J Q u u F-I w z J Vuul I-4 W J JOB NO. 1864. 01 SHEET NO. XS-35 L U cRQ1Gw r. KorrARSK3 > cl d 57+50 528 528 524 524 520 520 -- --- --- 516 — --- --- 516 — — — — — — — — — 512 — — — — — — — — — — — — — — — 512 — _ — — 508 508 504 0i 504 500 LO 500 -120 -100 w -40 -20 i 57+25 20 40 W 100 120 Z)LiS OZO 524 524 520 — 520 — — 516 — — 516 — — — — — — — — — — 512 — — — 512 508 508 504 c� 504 500 500 -120 -100 w -40 -20 i 20 40 W 100 120 Lie. No. 0402048501 3/25/ 1 9 �4,�4 W Q DATE 312512019 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY C. KOTARSKI SCALE 1"=10' z 0 z W X W 0 f1 U Z w 0 0 V) W L w > m U J Q L\U Q W J Q w LI. O Q Q J J J<U Q 2 U U F-I Lu z J Vuul I� W J JOB NO. 1864.0 SHEET NO. XS-36 L DESIGN CRffERIA • FLOW INFORMATION WAS OBTAINED FROM A SIMULTANEOUS HYDRANT FLOW TEST PERFORMED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) ON 12/18/2018. TEST LOCATION 'A' IS THE EXISTING HYDRANT LOCATED ON THE EXISTING 12 INCH WATERLINE APPROXIMATELY 750 FT NORTH OF THE INTERSECTION OF INNOVATION DRIVE AND ROUTE 649 - AIRPORT ROAD. TEST LOCATION'B' IS THE EXISTING HYDRANT LOCATED ON THE EXISTING 12" WATERLINE AT THE INTERSECTION OF LEWIS AND CLARK DRIVE AND SEMINOLE TRAIL. THE AVAILABLE FLOW CURVES ARE SHOWN ON THIS SHEET. • SYSTEM FLOW IS REPRESENTED AT H-1 (TEST LOCATION A) AND H-8 (TEST LOCATION •e TIS ASSUMED THAT EXISTING DEMANDS FOR THIS AREA ARE ACCOUNTED FOR IN THE RESULTS OF THE HYDRANT TESTS. • THIS WATER MODEL HAS BEEN PERFORMED TO EVALUATE AVAILABLE PRESSURE AND FLOW BASED ON THE INCLUDED WATER MODEL LAYOUT AND FLOW DEMAND CRITERIA. ALL WATERLINES WERE MODELED WITH A HAZEN-WILLIAMS ROUGHNESS COEFFICIENT OF 120. • THE WATER MODEL LAYOUT IS BASED ON INFORMATION (SURVEY, •• GAPROVIDED ELEVATIONS FOR JUNCTIONS ONS J$ OGROUP. ARE BASED ONINFORMATION FROM GOOGLE EARTH. ELEVATIONS FOR JUNCTION J-9, AND HYDRANTS H-7 AND H-8 ARE BASED ON THE CONTOUR INFORMATION SHOWN ON THE FLOW TEST REPORTS FROM ACSA, SEE SHEET WM1.1 • THE PROPOSED SYSTEM WAS EVALUATED BASED ON A MINIMUM RESIDUAL PRESSURE OF 35 PSI FOR ALL DOMESTIC SCENARIOS AND A MINIMUM RESIDUAL PRESSURE OF 20 PSI FOR ALL FIRE SCENARIOS. FLOW DEMAND CRITERIA • AVERAGE DAILY DEMANDS: •• J-1 = 229 GPM MEDICAL OFFICE BUILDINGS (3 BUILDINGS) •••• TOTAL BUILDING SPACE = 210,000 SF •••• FLOW FACTOR = 500 GPD / 1,000 SF •••• DURATION = 12 HOURS •••• AVERAGE DAILY DEMAND = 145.8 GPM see HOTEL •••• NUMBER OF ROOMS = 120 •••• FLOW FACTOR = 200 GPD / ROOM •••• DURATION = 24 HOURS •••• AVERAGE DAILY DEMAND = 16.7 GPM •e• RETAIL (9 BUILDINGS) •••• TOTAL BUILDING SPACE = 55,350 SF •••• FLOW FACTOR = 250 GPD / 1,000 SF •••• DURATION = 12 HOURS •••• AVERAGE DAILY DEMAND = 19.22 GPM a•• UVA HEALTH HOSPITAL •••• NUMBER OF BEDS = 70 •••• FLOW FACTOR = 300 GPD / BED •••• DURATION = 24 HOURS •••• AVERAGE DAILY DEMAND = 14.6 GPM ••• RESIDENTIAL WEST sees APARTMENTS ••••• NUMBER OF UNITS = 74 ••••• FLOW FACTOR = 250 GPD / UNIT ••••• DURATION = 24 HOURS ••••• AVERAGE DAILY DEMAND = 12.8 GPM •••• TOWNHOMES ••••• NUMBER OF UNITS = 54 UNITS ••••• FLOW FACTOR = 300 GPD / UNIT ••••• DURATION = 24 HOURS as•s• AVERAGE DAILY DEMAND = 11.3 GPM sees SINGLE FAMILY DWELLINGS ••••• NUMBER OF UNITS = 29 ••••• FLOW FACTOR = 400 GPD / UNIT ••••• DURATION = 24 HOURS ••••• AVERAGE DAILY DEMAND = 8.1 GPM •• J-2 = 44 GPM ••• RESIDENTIAL EAST sees TOWNHOMES ••••• NUMBER OF UNITS = 109 ••••• FLOW FACTOR = 300 GPD / UNIT ••••• DURATION = 24 HOURS ••••• AVERAGE DAILY DEMAND = 22.7 GPM •••• SINGLE FAMILY DWELLINGS ••••• NUMBER OF UNITS = 76 ••••• FLOW FACTOR = 400 GPD / UNIT ••••• DURATION = 24 HOURS ••••• AVERAGE DAILY DEMAND = 21.1 GPM as J-3 = 25 GPM ••• INDUSTRIAL/COMMERCIAL DEVELOPMENT •••• TOTAL AREA = 9 ACRES •••• FLOW FACTOR = 2,000 GPD / ACRE ••s• DURATION = 12 HOURS •••• AVERAGE DAILY DEMAND = 25 GPM C3 o E o4 . I. r•/ CONCLUSION `4Q1' • BASED ON THE INFORMATION PROVIDED, THE PROPOSED SYSTEM IS ADEQUATE TO MEET THE MINIMUM RESIDUAL PRESSURE REQUIREMENTS WHILE PROVIDING THE PROJECTED FLOW FOR THE DOMESTIC SCENARIOS. THE CALCULATED AVAILABLE FIRE FLOWS FOR THE DEVELOPED (FULL BUILDOUT) AND UNDEVELOPED (EXISTING) CONDITIONS ARE TABULATED ON THIS SHEET. • DEMAND CALCULATIONS ARE BASED ON CONCEPTUAL DEVELOPMENT AND GENERAL DESCRIPTIONS OF POTENTIAL LAND USE TYPES PROVIDED BY THE CLIENT. • PRESSURES IN THE SYSTEM EXCEED 80 PSI. PRESSURE REDUCING VALVES MAY BE REQUIRED PER COUNTY STANDARDS. • THE RESULTS PRESENTED ARE BASED UPON INFORMATION GATHERED AT THE TIME OF THIS ANALYSIS. THE VARIABILITY OF THE WATER SYSTEM DUE TO CHANGES IN USAGE, DEMAND, OPERATING CONDITIONS, AND LAYOUT PRECLUDES GUARANTEE THAT EXPECTATIONS REGARDING AVAILABLE PRESSURES AND FLOWS WILL BE EXACTING. • IT IS ASSUMED THAT THE OFF -SITE WATER SYSTEM HAS ADEQUATE STORAGE CAPACITY. • :J-4 = 44 GPM •• INDUSTRIAL/COMMERCIAL DEVELOPMENT •••. TOTAL AREA = 4 ACRES ��� 0 FLOW FACTOR = 2,000 GPD / ACRE DURATION = 12 HOURS *see AVERAGE DAILY DEMAND = 11.1 GPM ••• RESEARCH AND DEVELOPMENT ease TOTAL AREA = 6 ACRES *see FLOW FACTOR = 4,000 GPD / ACRE ...• DURATION = 12 HOURS *as* AVERAGE DAILY DEMAND = 33.3 GPM •• J-5 = 50 GPM ••• INDUSTRIAL/COMMERCIAL DEVELOPMENT ...• TOTAL AREA = 8 ACRES *see FLOW FACTOR = 2,000 GPD / ACRE *see DURATION = 12 HOURS ...• AVERAGE DAILY DEMAND = 22.2 GPM •a• HOTEL *see TOTAL AREA = 5 ACRES •••• FLOW FACTOR = 8,000 GPD / ACRE ease DURATION = 24 HOURS •••• AVERAGE DAILY DEMAND = 27.8 GPM •• J-7 = 28 GPM •s• INDUSTRIAL/COMMERCIAL DEVELOPMENT ...• TOTAL AREA = 4 ACRES *see FLOW FACTOR = 2,000 GPD / ACRE *see DURATION = 12 HOURS ...• AVERAGE DAILY DEMAND = 11.1 GPM •s• TOWNCENTER *see TOTAL AREA = 8 ACRES •••• FLOW FACTOR = 1,500 GPD / ACRE *see DURATION = 12 HOURS *see AVERAGE DAILY DEMAND = 16.7 GPM •• J-8 = 163 GPM ••• OFFICE DEVELOPMENT ••s• TOTAL AREA = 78 ACRES sees FLOW FACTOR = 1,500 GPD / ACRE •••• DURATION = 12 HOURS ease AVERAGE DAILY DEMAND = 163 GPM •• J-9 = 204 GPM •s• SCIENCE AND TECHNICAL DEVELOPMENT ...• TOTAL AREA = 33 ACRES *see FLOW FACTOR = 4,000 GPD / ACRE *see DURATION = 12 HOURS •••• AVERAGE DAILY DEMAND = 183 GPM •s• MULTIFAMILY RESIDENTIAL •••• TOTAL AREA = 10 ACRES •••• FLOW FACTOR = 3,000 GPD / ACRE •••• DURATION = 24 HOURS •as• AVERAGE DAILY DEMAND = 20.83 GPM • :J-10 = 8 GPM •• OFFICE DEVELOPMENT •••• TOTAL AREA = 4 ACRES •••• FLOW FACTOR = 1,500 GPD / ACRE •••• DURATION = 12 HOURS •••• AVERAGE DAILY DEMAND = 8 GPM • MAXIMUM DAILY DEMAND = AVERAGE DAILY DEMAND X 1.75 • PEAK HOURLY DEMAND = AVERAGE DAILY DEMAND X 2.75 AVAILABLE FLOW CURVE ° •O No ON- LE�\s P Simultaneous Flow Test Curves for the Fire Hydrants Located on Innovation Drive (A) and Lewis and Clark Drive IS) Simultaneous Test: December 18, 2018 Performed By Albemarle County Service Authority 160 DISCLAIMER: The Flow test results are based upon information RESIDUAL PRESSURE RESULTS (PSI) J-3 ON (�S"l BR CL DRICKLANUJR. e. No. 056612 P-s P-s • . 25-2079. P-10,-J-4_H-5�� P-11 /ONAL 1' 1 ^ a gg ago 1 � o I \\ I I LEW/S AND o \ XJ / `\ r li I I II II/ 1 J-s� L / �J ` CALCULATED AVAILABLE FIRE FLOW (GPM) -DEVELOPED (FULL BUILDOUT) CONDITIONS FLOW SCENARIO HYDRANTS H-1 H-2 H-3 H-0 H-5 H-6 H-7 H-8 ELEVATION (FT) 587.4 571.2 549.1 492.2 510.1 509.1 418.0 412.0 CALCULATED AVAILABLE FIRE FLOW" 1,548 1,577 1,606 1,635 1,665 1,679 1,976 2,056 'CALCULATED AVAILABLE FIRE FLOW IS MEASURED, NON -SIMULTANEOUSLY, DURING THE PEAK HOURLY DEMAND SCENARIO AT A MINIMUM SYSTEM RESIDUAL PRESSURE LIMIT OF20 PSI. I / I I I CALCULATED AVAILABLE FIRE FLOW (GPM) - UNDEVELOPED (EXISTING) CONDMONS III FLOW SCENARIO HYDRANTS H-1 H-2 H-3 H4 H-5 H-6 H-7 H-8 ELEVATION (FT) 587.4 5712 549.1 492.2 510.1 509.1 418.0 412.0 CALCULATED AVAILABLE FIRE FLOW' 3,000 3,000 3,000 3,000 3,000 3,000 3,000 3,000 r � m 'CALCULATED AVAILABLE FIRE FLOW IS MEASURED, NON -SIMULTANEOUSLY, WITH NO DEMANDS APPLIED, AT A MNIMUM SYSTEM RESIDUAL PRESSURE LIMIT OF 20 PSI. FLOW HAS BEEN LIMITED TO 3,000 GPM. FLOW SCENARIO JUNCTIONS HYDRANTS J-1 J-2 J-3 J-4 J-5 J-6 J-7 J-8 J-9 J-10 H-1 H-2 H-3 H-4 H-5 H-6 H-7 H-8 ELEVATION (FT) 575.6 573.0 487.3 504.7 514.6 5122 516.1 528.0 488.0 412.0 587.4 571.2 549.1 492.2 510.1 509.1 418.0 412.0 STATIC 91.0 92.1 129.2 121.7 117.4 118.4 116.7 111.6 128.9 161.8 85.9 92.9 102.4 127.1 119.3 119.7 159.2 161.8 AVERAGE DAILY DEMAND (ADD) 83.4 84.4 121.3 113.7 109.4 110.4 108.7 103.5 120.8 153.9 78.4 85.2 94.6 119.2 111.4 111.7 151.3 153.9 MAXIMUM DAILY DEMAND MDD 77.6 78.6 115.5 107.9 103.6 104.7 103.0 97.8 115.2 149.3 72.7 79.4 88.8 113.4 105.6 106.0 146.4 149.4 PEAK HOURLY DEMAND (PHD) 65.3 66.2 103.1 95.5 91.2 92.3 90.6 85.5 103.1 139.5 60.5 67.1 76.5 101.0 93.2 93.6 136.0 139.6 PIPE REPORT LABEL LENGTH (FT) DIA (IN.) P-1 231 12 P-2 533 12 P-3 422 12 PA 599 12 P-5 981 12 P-6 208 12 P-7 675 12 P-8 119 12 P-9 197 12 P-10 119 12 P-11 149 12 P-12 278 12 P-13 1,750 12 P-14 733 12 P-15 1,634 12 P-16 547 12 P-17 61 12 PIPE LEGEND NEW PIPE - - - - - EXISTING PIPE • CL Z O tl U w Z O W w Q 0 DATE 3/2S/2019 DRAWN BY S. HARVEY DESIGNED BY S. HARVEY CHECKED BY STRICKLAND SCALE N.T.S. .-LU I z V) O J V/ w cl� X a W � Q} Qua Oo J U _ / W I rLY` J Q I W m � Q Q �\Qz Q W U J u�i J w � O U"= W z � Q U) I -I W Q W � J JOB NO. 864.002 SHEET NO. WM1.0 L SIMULTANEOUS FLOW TEST LOCATION 'A' ALONG INNOVATION DRIVE �LNLT11 6j"i AmmirleCiiiiI A•— Hydrant Flow Date of Report Service Authority Y 12/19/2018 ""I f �� Test Report 1668pGTy npaaQWMbMa. VA Y1911 14Y19174511 Location INNOVATION DR Date and Time of Test 12/18/2018 11:50:00 AM Minutes of Flow 2 Pipe Size (inches) 12 Pressure Hydrant 12234 Static Pressure (psi) 86 Residual Pressure (psi) 60 El Q20 Looped ❑ Q20 Multiple Inline Hydrants U Q20 Single Flow ❑ Sprinkler Test Single Flow Flow Hydrant #1 12235 Pitot Pressure #1 (psi) 56 Test Flow 1 1046 Flow Hydrant #2 Pitot Pressure #2 (psi) Test Flow 2 0 Flow Hydrant #3 Pitot Pressure #3 (psi) Test Flow 3 0 Total Estimated Flow (gpm) 1046 AWWA Q20 Calculation (gpm) 1730 (Value of zero in Q20 indicates insufficient pressure drop for calculation) Comments Flow hydrant was fully opened. This test was done simultaneously with the Lewis and Clark flow test.H-10933 For method of calculating pitot flow with a diffuser: see eq. 13, Wall and Lutes article 1990 Journal Management and Operations AWWA (All tests conducted using 2.5 discharge outlet unless otherwise specified) Estimated Consumption (gal) 2092 For use for water audit Signature of Tester: SIMULTANEOUS FLOW TEST LOCATION B' ALONG LEWIS AND CLARK DRIVE lbemaiiiiii Cali 'y Date of Report ServiceAuth�rity Hydrant Flow 12/19/2018 Test Report 16a spAlap Rwd CIW.tInWIe. VA 3M11 NY1191]A511 Location LEWIS AND CLARK DR Date and Time of Test 12/18/2018 11:50:00 AM Minutes of Flow 2 Pipe Size (inches) 12 Pressure Hydrant 10933 Static Pressure (psi) 155 Residual Pressure (psi) 130 Q20 Looped F1 Q20 Multiple Inline Hydrants DQ20SingleFlow El Sprinkler Test Single Flow Flow Hydrant #1 10934 Pitot Pressure #1 (psi) 115 Test Flow 1 1499 Flow Hydrant #2 Pitot Pressure #2 (psi) Test Flow 2 0 Flow Hydrant #3 Pitot Pressure #3 (psi) Test Flow 3 0 Total Estimated Flow (gpm) 1499 AWWA Q20 Calculation (gpm) 3726 (Value of zero in Q20 indicates insufficient pressure drop for calculation) Comments Flow hydrant was 90% opened. This test was done simultaneously with Innovation Dr flow test. H-12234 For method of calculating pilot flow, with a diffuser: see eq. 13, Walski and Lutes article 1990 Journal Management and Operations AWWA (All tests conducted using 2.5 discharge outlet unless otherwise specified) Estimated Consumption (gal) 2998 For use for water audit Signature of Tester: I✓ w1e 3617. — 303 1223 +3606 a / Win V = 0 Flow Hydrant o h ti �Q nil 3515 223 22� 3sss r ^ 540 3707 W913591 2 Legend as 552 ACSA Hydrant y� InService, Ownership 3588 13 Na In Service. ACsk owned mp 3M ¢` Not In service, Private Oeimma li * In swMa, Phvwe ownerahlp 58A 1e1e 223 � 1828 In SerMce,AcsA awned 11WSA Water Main i AIRp4 R7 1191ay Type Pool water Test Hydrant s 3578 ! ArRE9� 1L RawMI., 5 3569 y ACSA Water Main !! 0 Ownership 592 ACSA fl Phvare omannlI, Mile h ^� 1825. gSCUIMER this pomy areaes,sWNr¢a lot lines antall Werra ances Indinly This re emended IwgmenlIarM ant Rrelmcenhany nonly. en InlnteR is noumerpeala any oMeruse Nanror prelimmaryplaning and gwreal N W E bca4M poryosern TM usual Sol On the map an eased W ey cwate,however. recentulliryimprpvemennanarorratemmanges " Service hith6rity may ha+e peen updated in our mapping since the In e m this purer, S Cornea AcsA away roraecigc Nulty 11 0 110 220 330 "0 Aerial Imagery 0 Commwofonealth Mrsere Feet sa*46c-wwg RanlmeWc Datd Propel of County oIAICHn are .._...:... Flow Hydrant 1093 42o tFK'ls\r-\ ANC _ - --- i a44 — _ 4 454 456.... Legend _- ® 41 093 ACSA Hydrant InSeence, Ownership Not In servide,AcsA owned so Test Hydrant so Net In Serviw, PMate Dwnershi T Rry +¢' In $mice, Private Oanerslilp y T N } In seroor, ACSA anted 29 RWSA Water Main m ti troliry, type ® Preal waterp� � � Farewell, A K Wafer Main ns q4r� /ACSA Ownership ACSA r_ Private O.rnenhlp DISCLAIMER Ulilides, stNaN¢s, lot Imes, aWe, "Pouls"'nons Intllutetl on this my aa.M dlprgerr MaM re renceibra ny. dntoul sna,rsorEeiwanyor.'useNnbrprelmnaryplannngrogeneral 1J E season pryos, The untes= onNsmapareoelowder, leseem changes Service •r•LtyWehoreMc.uslaympmvemeresso u s may have been updated in av maplang all the ume m his phrnoul. co,ore A dial forsel uwnty lorauons. 0 60 120 180 240 �� Aaam Imagrry 0ComproneoreN of Mrglna Feel 5•Mtg�CaaaM12 Planimedtc Data Poll of county of Aldenarle sa FLOLICE W. U STRICKLAND JR. Lit:. 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(If) (sq. ft.) 1 11046 2 695 3 81801 4 394 51867 5 318 1 31320 Tota 1 10,542 sq ft 712 If 9,187 sq ft 0.24 ac Legend �OD — LOD Limits of Disturbance - 14.7 Acres (-I-001—J © Stream Impact Wetland Impact Cross Sections/Profiles Stream Palustrine Forested (PFO) Wetlands 'OOOOOOO�pp..Stream Impact Wetland Impacli 5"TopographicContours Major Minor -------- 523 \�. `- --- - "- ,_ , •,.� `, `, , ` ``-, `'r ` _' _ // ' ©'" 497' i '' `,473-469 '_ _ ``, ,�_ ,, , .a `, `"♦ , _--------_-_00 _ k r I 502r1\11463�•�.-A 603`�a ,` ,` -_♦`, `I, _ -` `�___ __ _� `__ _' _' J __ _ � 'fir ��L, `, `' ' --_ 09 , - , , , � `, ,` '` `` `, \ `r `` _ _- .9A' �. __-O` � -- O" /',' 1'� ♦ ___- `. 1` ,' ,'' `, `, AgB.',',' ,. �.''0 3` `'♦ `, ` , ,' '�' �496'` '♦Z;` m3. _- -- --'___ '/ O 478 ,bt.DM `.-..��., 72 `♦` _>•'._ _' ry i I I Ii O `4gS, a';�°•1 `--_ ,. ', '^•'��•-.`_''-- ,' - ',`9�,,` '' 1 O _ -- __,-' ` I Fg `�'.��� ��... � i:Y .. - • ,' '-,_^_'_-__- 419 -------' . O�1 ♦___ ` ,���„�.• `, 471 O •C101 ,. , I ` -___ ``� 'Oro ys" y i, , ,' , --' - , , r f''f' ,i'/� / '�.. ..e. _ •ten , 580 h I ` . - - _ _ - _ _ ` a 1' / - /U/ - - - _ - .c.uv.:�:., w! 0 ,' _ ``, 1 - �� I /' _ _ _ 4 - - - - - - - - 464 i` , 'I 1 , ♦ , , .% ,' ,' O ` ' '`____' - `, 1 , ' , ' - ----- _ `�`. ` �i'•�...�rn� 1 ', ' , �iS ``ter ` `, �i9 r / ' , , q1! r - O , , ♦, ' S23-- / y N G E ONO l0 3 Q e c 0 E N c m E a+ E J V L W O w W. ro Y J vz Z Q Z N LLI X W H °Q_ U Z (U to W J w 0 2 CO J Q _ _ -____-__ ``_ `♦ ', , yy '_-•`; j I ' ,` 4S2✓4S1 `_-- DATE to r ' �' ♦ , ! r -`_ ` + I 11 3 ---- AS4 _ '_�" i� ; I ,,\,' 01/15/2019 ,` /' S- - _ ' '' :r `/ • 541' ` `,' -' `, ,'' tP I , 1_T\ i , ' '' - `, ``I ``\ ', '♦ ,' A$''\446' 534 PROJECT NUMBER 41864.002 ''-548 PROJECT NAME hh hh� i , :�•:-•-_-'---., ,/ 553 r' �i `♦ ---544 LEWIS &CLARK DR EXT. qq ,' ,I , ` -__,` I r' __' \ �- - 1 I � , .``•,� , __`_ $ I ,, /' ,p I 0+- r `, '♦ , \ `.``` .�• 436 DESIGNED BVIDRAWN BY SS951 `'\ S��> �- ;` ,` +' /^/ 32 i , '.' ` i -"`-- - ', , �` ', v ram: L. WHEELER ', ` ` `. , .,9 `' ' 9` Iva? y1$' - - `, 516 I `, ,' ` , ` ' 0 , It S6> � , ,' �`, I r ,' //' ', i i r -3 rl ,.'' �', `♦ `, ' I`O1 I '' I ♦ ;y8 ..., , ` ,.' a -- - - - - - - -- - - -- `, t I /_ '1 -- _ , ``♦ pp I 52 \ , , , I I ' i .590 r - I ' I I -556 _ , v LOnesome/pi120 , '1 , r 577 'c• `, ` ' , - , r '----- ,ro mh S9 `S88 8F ' `_," r �\ + , 1 O, O , , , r , S ♦ t1 I r ,'' r I 1 I , Do 03 CO OD _-' ` ' ' ' f ,- ♦ a I , ,r I lir I t I I r / ,' ,p N _ _ _ - _ _ _ _ _ _,'' OO ; •ri a JO r' a i 00 I I r - `, I I I _ ,' I 'a I r I ` } - ,'' \ These plans and associated documents are the y8(Ij�''' , , , exdusive properly of TIMMONS GROUP and - „ a ♦ , 1 a , - - - , I may not be reproduced in .thole or in part and -yZ ` 58 - _ ` , 536 ' , I \ `` `` `` '' ♦ , shall not be used for any purpose whatsoever, 4-" , I /^ 00, x t r'' ` + inclusive, but not limited to construction, bidding, y1h - O �' O �h �ry /, S49 r - '' and/or construction staking without the express ''� 574 , ` ,-i `'`yg6 , " ; "O '` N ',' ' p(;,, ' . '' / `, ', ``` `, ' , i I / ,. I, , carmen consent otTIMMONS CROUP. 'tT` h,1h �, I OJ-SgS--" ,' h r, '� /, `` 11 �`.` _-V `t. , '. ♦ , i_ ',. .` svi OD�L n 1 /p0 - L S>g 1 r I a _i ir:`\S6'u' O I 576 ` 5 _ _ S2 , ,---` `♦ ' \_ - `a 00 �001 y_ (30 QQl `,,` ,r r %__� s t t\ `9 57 `(, O `'I -I' <' -``O ____Jr3 DRAWING DESCRIPTION 570 — �001 , , -,. Ste._ 9 .r S, `. `,` .i M 5 _--_--^ `tea, 0p1�001 I' 571 N `1 ', y16, _ IN _ ., _ -560 ♦ 0 \ 562 548 546`559 -556 _ 10 '+ S s/ - - - - '� d Airport•AcreS R 538: a CO 5b LIN ih J , 'Ih I 544 - o 578 544 579------------ ✓ 6 - ♦ -- -` / -577 Sheet.2' ./, , - '' ----`t' • `II" S p 536`- `533 S32 _----- 5291 SCALE FEET --- s --- - • 527 522 " ,' - - ----- " `'--: _, - ---- 'y - s , - - N�/iS+ .- O PLANS PRINTEDASI X117ARE HALF SCALE OO -, - --------- '�21 528 " s - 5( JS2 > yti 524_y1g" e1 N S2p, 52J 518 516 SCALE SHEET NUMBER r1 544 ; - . /y 52.1 S?>`_ $31 -` '6i� h1 518 `�1'8v' ) W S17 ",S2j 513 H:1 "=150' 1 ' �539�-538-540 542 -- - _'- yhry.'�'/512 \23- 1 20� '. -515, {� 5 �610_.. ��?'.h i 5 5_:��w .r-51 /✓5090 `, `♦ , , ', p''y'`�/ ,.4ir' SOy ' -_ _ N �S ,' ♦ , r CO V , 513 S) 1 , 1` ,' 2R '" ,' `\` I \`._- ' `5�3: S�2 '� 520 B 1c�0 '9 tS � rv3y, rn , � � 5 644 , , , \ e --—- — - — — —_ — Aclo 2R_------ 518 p . ,,; / _ 9 / I 1 0 I 558- -'-' ---- -i' �,. �.� /� _ ---♦--'-' 1' 529 ; , 536 `� , Cv ry it y4`92 ' ,' .,,i,,.i•I' _ 537 ,' '_ -♦ , - 531 ` u'y 9S�o Impacts Table Impact ID Wetland Stream (If) Permanent Impact (sq. ft.) (If) (sq. ft.) 1 15046 2 695 3 83801 4 394 57867 5 318 37320 Tota 1 10,542 sq ft 712 If 9,187 sq ft 0.24 ac Legend �OD — LOD Limits of Disturbance - 14.7 Acres (�01 —001--- J © Stream Impact © Wetland Impact Cross Sections/Profiles Stream Palustrine Forested (PFO) Wetlands .......... '0000.'O.ppp.Stream Impact Wetland Impact 5"Topographic Contours Major Minor \ s w I y 3".' 511 Oil i , ` \ r �. S48 ♦ � , , � O 550 —`— ` / 561 C ro$S 55 Section D - 563 3 o s. ss� O S>g 570 s LOD Se B2 5h 68? S81 '< `` i'•' ``----------- 573 ,SBSBQ Lonesor77e FDne<n ` S�SS� B ° D _S858 4_ o ` 583 LODE ' ` 1 LODE LOD 584� LOD Profile 5 ' V°° _ - ___-------585., ` It, DO 5p° ,s,5851 /1 , , hb a, , ` - - -- - °o ` CIO 5741` 5g6 _,` I CIO i . 587 �00 00 I` • _' ` - ♦` 00 SOD ' o L LOD ' '1 -- o r' 0 75 ` 0 / 5 - LOD - -, OD � LOD 0 pO� 57� o - 00000 I ' , co-, Gp� Innovation Dr _ - , , OOI� GOl o y3A _______ `pO �OOI ^ J GOI � � GO-1 , 11 570 I Gol Gol Gol I N o E 'OJ• 3 Q e c ry L E ti N a E J V J W off~ m Y J C) Z a Z Cl) Z W X w O C) Zi Q Z_ (U 0� Ito w J W /� 0 m J / Q DATE 01/15/2019 PROJECT NUMBER 41864.002 PROJECT NAME LEWIS & CLARK DR. EXT. DESIGNED BY I DRAWN BY L. WHEELER 1.Waters of the U.S. have been confirmed by the U.S. Army Corps of Engineers per USACE #2011- 00489. 2. Topography based on USGS UDAR. These plans and associated documents are the exclusive properly of TIMMONS GROUP and may not be reproduced in wtlole or in an and shall not be used for any purpose whatsoever, inclusive, but not limited to constmdion, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 5 ° OQ1GOlp01 = 566 DRAWING DESCRIPTION , FIGURE 3: ` WATERS OF THE U.S. IMPACTS MAP 'SSSSB 576 N/h8 O 578 --- 546 ---- 55, yy _' _ 678 647 Airport -Acres -Rd - h^rn 578 553Cln s � r ` �, `♦ --; -_- 577 - SCALE FEET C,i ��CC `--------------'--- --/ ,_ — ' ,\ 510 �� OPLANS PRINTEDA5111TARE HALF SCALE 50 yyy, y s G h w 574 , _ _ _ — _ _ 51 57 SCALE SHEET NUMBER rn v ' ss h s� ' - , - - - - 569 . 5 _ - S0A' - y 572 65 - - H:1 " - 75 ' 571 _ 668 567 y69 \ 572 - -' 563 �y2 or 543 0 75' 565- �'If J 564 563 _ - T. h 562 58 i ,3 b y0 y 6 ' 1cy `D - I 541 , Edlich-Dr 539 `SS$ - ; ,`\ ;1 `1 ;'' 499% I•• ``\ `, ``, �-c, 539 , SSq 1I I` '\ li ; L• ! i 1t '\ -' - _ `- _ r ``1 55 r, ` ,` 1 I1 ,1t 1 _ 534 6119 531 551 O _ LOD-`LOD L('�D y `'I 5�'9 r' r i I -' 'r 'r'I 1 1 ` ` ♦ 527 0 536� I , r `I , : OS `� _ • - _ 525' _ / y3. j - A Impacts Table Impact ID Wetland Stream (If) Permanent Impact (sq. ft.) (If) (sq. ft.) 1 15046 2 695 3 83801 4 394 57867 5 318 37320 Tota 1 10,542 sq ft 712 If 9,187 sq ft 0.24 ac Legend �OD — LOD Limits of Disturbance - 14.7 Acres (COI —OOI--- J © Stream Impact © Wetland Impact Cross Sections/Profiles Stream Palustrine Forested (PFO) Wetlands Stream Impact AAAAAAAAA� Wetland Impact 5'TopographicContours Major Minor Ov 522 `;O� 513 515---------' 1 0 520 517 S72 0 - 5151 2 _--------- --- 00 , I , _ Opp I r , � ♦ `, 543 485 N - - - - _ 00 S42 trY�O Ir N�1 `, '\ ``` ` - �` - `♦ vol" 00 507 ` , �•,•�♦ ``- __ ' '\ 34 Nam' ` `� �` �` �` i , -- ♦ / �` 6 ,� �� %r A `, ` \ �•1��, 530 528 _- 5 yrL1 ZO\ ___ 5 - -- z '--'------ ------ -cIi1N .�\ 518 _ _ - y1 y13 51 VOID, ^ 494 - 496 500 _ 510 5p9 00 498 500 --- -- --- "!! - ,1 503 � �, � I' ♦` , , "__-- ,' E' 504 r - O 1 , % , ,499 497 Profile B -- - - - - 87 `492 F ---- _ %`' _ 489 r' ' ' / / - , r ` ♦ '' '' -- - -__ bra,`,♦ `,`` ```` '' - -_- 74 Y)No E MNN00 3 Q e c m ry E a N0mE a E J O J = W Ow ~ DO Y J C) Z aw Z Cl) Z W X H O C) Zi Q Z_ (D It')W W J '� 0 W J \�_ / DATE 01/15/2019 PROJECT NUMBER 41864.002 PROJECT NAME LEWIS & CLARK DR. EXT. DESIGN ED BY I DRAWN BY L. WHEELER 1.Waters of the U.S. have been confirmed by the U.S. Army Corps of Engineers per USACE #2011- 00489. 2. Topography based on USGS UDAR. �„ .• a , o ---,ob - - , plans an These p associated ocumenls aret e r- "_•• exclusive Properly of TIMMONS GROUP and 11 I may not be reproduced in whole or in part and shall not be used for an Purpose whatsoever, r, .,_• p o •_ - •• _• •�,..�•" __ '• , , •Yr t ,' •�,• , _ - - "�.,- - - - �• °I D 1 1 Y inclusive but not nstakn wnslNcthe express and/or construction staking thou[ the ex ress -477- written consent of TIMMONS GROUP. __ ----' -- Profile A - - o, o 465/ ' O -_- ♦-_ �_ may__ 0) REVISIONS # MM/DD/W DESCRIPTION _-_--- 4 `` 1 E �p 493 , 489 ---- r: pdo _ 511 6,70 61.3 IF o ` ` I oa yoy, --- _48.4--- -- - _..,�� it S, Q -'4.9S ______ 501 498 007 ,� 514 50 i ` ' , ♦`% %, h , 00------------ - 513 ol N I , %, / , p , - / - _ _ - `,504 _ `\ I t T % r' �.w, %a cc v 1 511 ' 518 - _ _ �♦` `� 1 O ♦, 11 r------------ `♦ �,.�,.,�.,,� --___ 11 ' 459 523 S7 ` ` `, ` I -j ' 0 _ �'••rn i 7 o ' ` - - - - - - - I♦ ', :° 489 493 1190 �\ - -♦ _ - Ss,___...�., �' 528 _ �t o 1 '1 \ 11 ' '1- 498 ,q9S`. `` 483 1 '1' , lAS 530 �,_ ^ N i ', 1% 1' i''A91 �` ``�a, ____-_'\_- -`I I ,A 9 32 ` cn In ' I 1% ,_ , , , A 501 e m 1 533 A h '1 �9 / ' �� ' S3 5 \' -`-\ 534 Sao ,.' 504 Ag9 -♦ �, ` I` `1` 468• SCALE FEET .53 _ i.` 1 r''- 6r r' .^� 1� N ,' SO , _ -_- - , \ \ `4 W \ `♦ '\ / �' ' n ^' 36 I ,' `?- ' `1 do b�''o - -----` 2 ♦_' - - 0 75 150 CJ `, \ ♦ _ PLANS PRINTED AS 11 X17 ARE HALF SCALE `♦ ``` `` `` h r_00 '' 00 ,^ SS S3) ``I �I I'' ' I `�I/`YI 'p `OO AJ r'' `-ry5` -` - \ \ `` SCALE SHEET NUMBER ` ` `� �`, `�` ' /,� , / / , y'J -t. ; , ,_ `` >•,� i / ho'ro ♦ `♦ ` .� H:1"=75' 3 \ `I i' , / 0 /\:fi40\ 39 1 ♦' ' 11 - `♦ I ,' `. _505------- `♦ `•