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HomeMy WebLinkAboutSUB201900173 Plat 2020-01-03SOUTHWOOD REDEVELOPMENT -VILLAGE 1 PRELIMINARY PLAT COUNTY OF ALBEMARLE, VIRGINIA U c, 10/30/2019 (Yap'. SITE INFORMATION TAX MAP PARCEL, ZONING, AND OWNER INFO TOTAL AREA (ALL PARCELS): 31.75 ACRES LIMITS OF DISTURBANCE: 12.88 ACRES ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) OVERLAY DISTRICT: ENTRANCE CORRIDOR MAGISTERIAL DISTRICT: SCOTTSVILLE 090A1-00-00-001 EO PARCEL AREA: 22.92 ACRES 09000-00-00-001 AO PARCEL AREA: 8.83 ACRES SOUTHWOOD CHARLOTTESVILLE LLC 919 WEST MAIN STREET CHARLOTTESVILLE, VIRGINIA 22903 SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP 28 IMPERIAL DRIVE STAUNTON, VA 24401 TELEPHONE: 540-885.0920 CONTACT: PAUL HUBER, L.S. PAUL.HUBER@TIMMONS.COM SURVEY CONDUCTED: MARCH 2O19 DATUM: HORIZONTAL: NAD83(NA2011) VIRGINIA STATE SOUTH GRID VERTICAL: NAVD88 VIA GPS RTK OBSERVATIONS LOT FRONTAGE: BLOCKS 3-4: FRONT: 5' MIN., 25' MAX. SIDE: 3' MIN. REAR: NONE BLOCK 5: FRONT: 5' MIN., 25MAX. SIDE: S MIN. REAR: 5' MIN. A BLOCKS 6-9: FRONT: 5' MIN., 25' MAX. SIDE: 5' MIN. REAR: 5' MN. ko� BLOCKS 10-12 FRONT: 5' MIN., 18' MAX. SIDE: 5' MIN. REAR: 5' MIN. PARKING: ALL PARKING SHALL BE LOCATED ON STREET, IN DRIVEWAYS, IN PARKING LOTS, OR IN GARAGES PHASING: PROJECT SHALL BE BUILT IN ONE PHASE. DRAINAGE DISTRICT: MOORES CREEK THE SOUTHERN PORTION OF THE PARCEL 9OA1-1 E BOUNDARY FALLS WITHIN THE 100 YEAR FLOODPLAIN (ZONE A PER FEMA MAP NUMBER 51003CO407D, EFFECTIVE 02/04/2005) AND CONTAINS A STREAM BUFFER. IMPERVIOUS AREA EXISTING IMPERVIOUS AREA = 0.24 AC PROPOSED IMPERVIOUS AREA = 6.00 AC BURIAL SITES: NO CEMETERIES FOUND ON SITE. STORMWATER: WATER QUALITY REQUIREMENTS AND FLOW ATTENUATION WILL BE ACHIEVED THROUGH AN ONSITE DETENTION SYSTEM. _ AGRICULTURAL/FOREST DISTRICT: NONE PUBLIC RNV: 4.07 AC. OPEN SPACE: 0.82 AC. RESIDUE: 22.09 AC. PROPOSED LOTS: 4.77 AC. TOTAL SITE AREA: 31.75 AC. ALL PROPOSED STORMWATER MANAGEMENT FACILITIES ARE TO BE OWNED AND MAINTAINED BY A HOME OWNERS ASSOCIATION. ALLOWABLE DENSITY AND PROPOSED USES: BLOCKS 1-2: 0 UNITS/AC. GREEN SPACE & BUFFER BLOCKS 3-4: 3-6 UNITS/AC. NEIGHBORHOOD BLOCK 5: 6-18 UNITS/AC. URBAN RESIDENTIAL VILLAGE BLOCK 6: 0-28 UNITS/AC. NEIGHBORHOOD MIXED USE/NEIGHBORHOOD PLACES BLOCKS 7-8: 0-18 UNITS/AC. NEIGHBORHOOD MIXED USE/NEIGHBORHOOD PLACES BLOCK 9: 0-34 UNITS/AC. NEIGHBORHOOD MIXED USE/NEIGHBORHOOD PLACES BLOCKS 10-12: 6-34 UNITS/AC. URBAN MIXED USE NOTES: 1. THE STREAM BUFFER(S) HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. 2. PROVIDED BUILDING SITES ON PROPOSED LOTS COMPLY WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. 3. LOTS 1, 2, 6, 7, 26, 35, 37, 38, 41 MAY BE FURTHER DIVIDED IN THE FUTURE. VICINITY MAP 1" =1000' DEVELOPER: SOUTHWOOD CHARLOTTESVILLE LLC 919 WEST MAIN STREET CHAROTTESVILLE, VA 22903 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: (434) 327-1688 Type: id ,., . �rcvec t; ti the eloprr,ent Der)lrtm 'nt G' File#-- ----------------- Sheet List Table Sheet Number Sheet Title CO.0 COVER C1.0 NOTES & DETAILS C1.1 NOTES & DETAILS C1.2 NOTES & DETAILS C2.0 EXISTING CONDITIONS & DEMOLITION PLAN C4.0 BLOCKS & OVERALL PLAN C4.1 LAYOUT & UTILTIES PLAN C42 LAYOUT & UTILTIES PLAN C4.3 LAYOUT & UTILTIES PLAN C4.4 GRADING & DRAINAGE PLAN C4.5 GRADING & DRAINAGE PLAN C4.6 GRADING & DRAINAGE PLAN NUMBER OF SHEETS = 12 Submittal Type Reviewed and Approved by the Comm �njty� t7exelo � ent Department Date (�_o File#_ a_I ®U 7 Signature CRATG W J. K9 ARS KI Lic. No. 04020,18507 10/ �O/ 19 M E O O U N V1 N � Q O > E W E f- W � 3 W U o � w 5 W L M Q J U o0 w�—� N d O N O �x w U-) O N 2U min F- Q rn O N Ln ill M GO J to H 41 z 0 Z O_ d U Ln w 0 Z O v� W w Q r) DATE 10130119 DRAWN BY C. GAYNER DESIGNED BY C. KOTARSKI CHECKED BY C. KOTARSKI SCALE N.A. 1 z w ^ w 1.1. J 0 WW m W U_ O U W r 0 0 0 W c . r) 0 0 1 D 0 V1 JOB NO. 40919 SHEET NO. C0.0 LEGEND ROADS SEWER TRAFFIC STOP BAR S EXISTING SANITARY SEWER STORM PIPE & STRUCTURE NO. DROP INLET & STRUCTURE NO. (D-SAN S PROPOSED SANITARY SEWER CURB PROPOSED SANITARY SEWER LABEL CURB & GUTTER WATER PROPOSED PAVEMENT W EXISTING WATER LINE -W CENTERLINE OF DITCH 60 yy PROPOSED WATER LINE BENCH MARK g• W PROPOSED VALVE CLEARING LIMITS 6- W PROPOSED TAPPING SLEEVE R-1 VDOT STANDARD STOP SIGN PROPOSED FIRE HYDRANT (COMPLETE) - - 200 - - - EXISTING CONTOUR GRADING 200 PROPOSED CONTOUR + 240.5 EXISTING SPOT ELEVATION TC = TOP OF CURB BC = BACK OF CURB f- TC 240.5 PROPOSED SPOT ELEVATION EP EDGE OF PAVEMENT TW = TOP OF WALL 1� PARKING COUNT BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT PRESERVED AND MANAGED SLOPES ACSA GENERAL WATER & SEWER CONDITIONS JUNE 27, 2019 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 DEAD END 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. a T a N CQ 0 N 0 0 0 0 2 O a 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. 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. (N/A) 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. (N/A) 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) Albemarle County Engineering Final Plan General Notes Page 1 of 4 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Coostructionn Votes 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 unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall 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 (horizontal:vertical). 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 111. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). 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 A117.1-03. 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 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 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 (HORIZONTAL:VERTICAL). 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). 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. 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/I OOSF. 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 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/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) C7 �; U CP_To=W J. m'rA RSKI %y Lie, No. 0402048507 10/ �O/ 19 P< ? 0 � -x ONAL w U ill ¢ o o� 2h a U U j Ln (D Uj �ox �¢ ad L Cl Q :3 d. U j 1,0 F_ ¢ Lq c L' rn o n, 0-4- co _j � F_ C� z O H U U) W 0 z O W w a w Q 0 DATE 10130119 DRAWN BY C. GAYNER DESIGNED BY C. KOTARSKI CHECKED BY C. KOTARSKI SCALE N.A. 1- 4 > Q) 0 Y 1 0 0 o. Z5 LU 0 Q 9 o ur in � � a Q U W CO: w Q. `o 0 s ® U Z �.no O ® mz -0 0 o:5� T Eo Min R U 0 _ °' 0 zEn oa X o� � s o _§ a >� N-M _Cn � o 2 �(n �_ m U � O N E Co U Co -0 6 O.N 0 U JOB NO. o W 7 U 40919 3 u O = U SHEET NO. a o t - 2" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A (PLACED IN ONE LIFTS) O O O O O 8" TYPE 21 B AGGREGATE BASE COURSE 0 0 0 0 0 Yf- COMPACTED SUBGRADE . DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale 8" 57 STONE ��/j�j/j��/j��i \///\///\// v COMPACTED SUBGRADE -0, 91? DENOTES GRAVEL ROAD ON PLANS GRAVEL ROAD SECTION No Scale CD-1 I EW-12 TOP OF CUT PAY LMITS FOR tTYPICAU CUT OUTLET PPE TO PAVEMENT BEGIN WITH 45' SUBBASE DITCH LINE ELBOW GRADE FLL COMBINATION UNDERDRAIN CD-1 AT LOWER END OF CUTS EDGE OF PAVEMENT CENTER LINE SECTION TRAVEL LANE (WITH TYPE 1 SELECT MATERIAL) 1-r.- TRENCH PLACEMENT EDGE OF PAVEMENT i.c PAYLIMITS PIPE R SHOULDER LINE \`\ BEGIN WITH 45• �-- PAVEMENT SURFACE & BASE DIT ELBOW TOE OF FILL 0 0 0 0 0 00 0 0 �o E-- SUBBASE TOP °F •`� -12 0 0 0• o-o- o- 0- (TYPICAL) -o•o-o-o•o•o-o-o-o-o-o-o- -t-SELECT MATERIAL TYPEIORY o- o-o-o-o-o-o•o-o-o-o-o 0 • • • #57 A(X;REGATE, #B AGGREGATE OR CRUSHED ew- y .... GLASS MEETING #8 GRADATION REQUIREMENTS. PLAN VIEW GEOTEXTILE DRAINAGE FABRIC (PLACEMENT OF CD-1 COMBINATION UNDERDRAIN) OR ter- PAVEMENT SURFACE & BASE 0 3 0 0 o F SUBBASE OR CEMENT STABILIZED SUBBASE O o 0 0 0 0 0 0 0 0 0 0 0 0 0 ��,0 E- SELECT MATERIAL TYPE I OR SUBGRADE _ (CEMENT OR LIME STABILIZED) #57 AGGREGATE, #8 AGGREGATE OR CRUSHED GEDEOTEXXTELE GLASS MEETING #8 GRADATION REQUIREMENTS. GENERAL NOTES FABRIC t UNLESS SPECIFICALLY INDICATED, COMBINATION UNDERDRAIN WILL NOT BE LOCATED AT THIS POINT WHEN BOTH SUBBASE AND SUBGRADE ARE STABILIZED. 2. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HOW TAMPED TO INSURE COMPACTNESS. NON -PERFORATED OUTLET PIPE 3. OUTLET PPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 %MN. (3 % DESIRABLE) GRADE. CRUSHING STRENGTH TYPE OF PPE RW.T. 4" NOM. DIAMETER )(W.T. 6" NOM. DIAMETER SMOOTH WALL PVC .103 1 O-W SMOOTH WALL PE 70 PSI )()()( 70 PSI )E)E)( 4. ON CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE OUTLETS FOR UNDERDRA.NS,THEY ARE TO BE LOCATED SO AS TO DRAIN INTO DROP INLETS OR MANHOLES. 5. ON SUPERELEVATM 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 T-O" ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. 7. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ARE TO WALL THICKNESS ( ) INCHES BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PPE. )()()(TESTED ACCORDING TO ASTM D-2412 AT 5 % DEFLECTION. B. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-120R OTHER DRAINAGE STRUCTURE. �v STANDARD COMBINATION UNDERDRAIN SPECID� RE�" ROAD AND BRIDGE STANDARDS 32 (AT LOWER END OF CUTS) SHEET 1 OF 1 REVISION DATE 501 108.04 VIRGINIA DEPARTMENT OF TRANSPORTATION 701 CD-2 LIMITS OF PAY FOR PAVEMENT 4 OUT -ET PPE SUBBASE TOP OF CUT' SUBGRADE TOE OF FLL COMBINATION lR(DERDRAIN S' fir' FILL DR, (T1'�PE�AL). SHOULDER LNf LINE I I EDGE OF PAVEMENT COMBINATION UNDERDRAIN CD-2 ON FILLS I �90- TRAVEL LIES CENTER LINE SECTION -1- -� - - r 1- - - - - -� - - - (WITH TYPE 1 SELECT MATERIAL) I• EDGE OF PAVEMENT TrT SHOULDER LINE TRENCH PLACEMENT Y CAL)lI TOE OF FILL �-PAVEMENT SURFACE & BASE / 0 0 0° o00 0 0 0 0 0 0 0 0 0 0 o SUBBASE LIMITS OF PAY FOR OUTLET WE OpOpO?6 OO OO 06060 O 0 O 0& 0 60 6 1--SELECT MATERIAL TYPE IORI PLAN VIEW SHOWING PLACEMENT OF CD-2 UNDERDRAIN #57 AGGREGATE, #8 AGGREGATE OR CRUSHED OA1rAGTE� GLASS MEETING #8 GRADATION REQUIREMENTS. 1'-0" NON -PERFORATED OUTLET PIPE DR FABRIC OR -E- PAVEMENT SURFACE & BASE TYPE OF PPE CRUSHING STRENGTH * W.i. ^ NOM. DWETER W.T. 6" NOM. DIAMETER SMOOTH WALL PVC .103 1 0.153 SMOOTH WALL PE 70 PSI )()()( 70 PSI** 0 0000 0 0 0 o SUBBASE OR CEMENT STABLE ED SUBBASE SELECT MATERIAL TYPEI OR SUBGRADE *WALL THICKNESS (MIN) - INCHES 000 0 0 00 • oQoopo�000 (CEMENT OR LIME STABILIZED) )()()(TESTED ACCORDING TO ASTM D-2412 AT 5 % DEFLECTION. #57 AGGREGATE, #8 AGGREGATE OR CRUSHED GEOTEXTLE GLASS MEETING #8 GRADATION REQUIREMENTS. t AWACGE GENERAL NOTES 1. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGFLY HAND TAMPED TO INSURE COMPACTNESS. APPROACH SLAB PAVEMENT2. OUTLET PPE SHALL BEGN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 % MIN.(3% DESIRABLE) GRADE. BRIDGE SUBBASE 3. ON CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE CD-2 OUTLETS FOR UNDERDRA#(S, THEY ARE TO BE LOCATED SO AS TO DRAIN INTO DROP CD-2 5'- " I1ETS OR MANHOLES. 5" 0' GREGATE BASE MATERIAL TYPE I 4. ON SUPERELEVATED SECTIONS, TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA SIZE N0. 218 (6" MN. DEPTH) 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 UNDERDRAIN AT 6. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PPE ARE TO BRIDGE APPROACH SLABS BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. 7. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-12OR OTHER DRAINAGE STRUCTURE. SPECIFICATION XVDOT REFERENCE STANDARD COMBINATION UNDERDRAIN ROAD AND BRIDGE STANDARDS 232 (AT GRADE SAGS AND BRIDGE APPROACHES) REVISION DATE SHEET 1 OF 1 501 7p1 VIRGINIA DEPARTMENT OF TRANSPORTATION 108.05 STEEL EDGING ROT -RESISTANT LANDSCAPE FABRIC - TURN UP AT EDGES STONE DUST PATH SECTION No Scale 3/16" THK. STEEL EDGING W/ 12" STAKES @ 24" O/C IIIIIIIII1111I1111lII A ROAD CROSS SECTION HICKORY STREET (25 MPH DESIGN SPEED) ROAD CROSS SECTION ROAD 3 (25 MPH DESIGN SPEED) 81 1.5" SM-9.5A 5' (PARKING) 1.5" SM-9.5A CG-6 C%L 6" CG-6 CG-6 I 13 C/L 11' (BIKE LANE) CG-6 12' (PARKING) 10, TRAVEL LANE) 2.5' ( (TRAVEL LANE) � 2.5 �-- (TRAVEL LANE 2.5 ) (TRAVEL LANE) T2.5 r 2°/p 20�6 - 2% 2%-- 0.5' COMPACTED SUBGRADE 0 5' 0'S� COMPACTED SUBGRADE 5" BM-25.OA 5" BM-25.OA 5' 6 (PLANTING STRIP) 6' S, (PLANTING STRIP) SIDEWALK 6' SIDEWALK (PLANTING STRIP) (PLANTING STRIP) N SIDEWALK 61' RIGHT OF WAY AGGREGATE SHALL EXTEND NOTE: ROAD CROSS SECTION COMPLIES WITH 1' BEYOND THE BACK OF CURB (TYP.) VDOT SSAR DESIGN STANDARDS. HICKORY STREET CROSS SECTION No Scale A R1-1 STOP *Reduce spacing 40% A B 18 .375 I C 6 D 6 C E 3 F 7.75 24 .625 8 8 C 4 10 30 .15 10 10 C 5 12.5 36 .875 12 12 C 6 15 - 48 1.25 16 16 C 8 20 COLORS: LEGEND - WHITE (RETROREFLECTIVE) BACKGROUND - RED (RETROREFLECTIVE) 1-1 MUTCD STOPSIGN DETAIL No Scale STEEL CAP NON -SLIP BROOM FINISH c VARIABLE WIDTH' MAX. CROSS SLOPE 2% E \\/.N�.�j� QN��_ D---_.... �- 4" 3,000 PSI AIR -ENTRAINED Z CONCRETE COMPACTED SUBGRADE 4" TYPE 21A STONE COVER DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. '. 6" DIA. STEEL PIPE ,. FILLED WITH CONCRETE AND POWDER COATED 3.5' a (COLOR TO BE SELECTED BY OWNER) LOCK PAVEMENT PATCH � I I I I-• .- -•- I ;� .. I I I I I r �•. `� 7" DIAMETER 3.5' a GROUND INSERT a I. •:: 2'-0" DIAMETER � a' 3,000 PSI AIR-ENTRAINED � CONC. FOOTING e• 2" MINIMUM CONCRETE BELOW STEEL PIPE V NOTE: REMOVABLE BOLLARDS SHALL BE 2" COMPACTED STONE DUST PATH LOCKED WITH KNOX PAD LOCKS KEYED 4" COMPACTED VDOT #21A STONE BASE FOR ALBEMARLE COUNTY FIRE RESCUE. COMPACTED SUBGRADE - 95% S.P.D. REMOVABLE BOLLARD DETAIL No Scale 1 -� 1.5" ASPHALTIC CONCRETE SURFACE BOURSE - SM-9.5A 11 INTERMEDIATE BASE COURSE - BM25.OA TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale 2" R CG-6 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB & GUTTER cH+AI l BE CONSTRUCTID PNRALLEL 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 AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS. D D D D D • D D D D D D D D D D D D P D - - - - - - - -� 6" I 2'-0" THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR SPECIFICATION REFERENCE COMBINATION 6" CURB AND GUTTER 105 502 VIRGNIA DEPARTMENT OF TRANSPORTATION 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. ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 201.03 52' RIGHT OF WAY AGGREGATE SHALL EXTEND NOTE: ROAD CROSS SECTION COMPLIES WITH 1' BEYOND THE BACK OF CURB (TYP.) VDOT SSAR DESIGN STANDARDS. ROAD 3 CROSS SECTION No Scale AkROAD CROSS SECTION ROAD 1 (STATION 10+00 - 20+12) (25 MPH DESIGN SPEED) i It I.•�_I.1_•_1_1_•_1_•_f_1_1_•_I_1_1_Ie • A 1.5" SM-9.5A CG-6 13' (TRAVEL LANE) 2 5' 2% 5" BM-25.OA 6' (PLANTING STRIP) 55RIGHT OF WAY AGGREGATE SHALL EXTEND NOTE: ROAD CROSS SECTION COMPLIES WITH 1' BEYOND THE BACK OF CURB (TYP.) VDOT SSAR DESIGN STANDARDS. ROAD 1 CROSS SECTION STATION 10+00 - 20+ 12 No Scale ROAD CROSS SECTION ROAD 1 (STATION 20+12 - 28+10) (25 MPH DESIGN SPEED) I -- 52' RIGHT OF WAY AGGREGATE SHALL EXTEND NOTE: ROAD CROSS SECTION COMPLIES WITH 1' BEYOND THE BACK OF CURB (TYP.) VDOT SSAR DESIGN STANDARDS. ROAD 1 CROSS SECTION STATION 20+12 - 28+10 No Scale NOTE: ROAD CROSS SECTION COMPLIES WITH VDOT SSAR DESIGN STANDARDS. ROAD 2 CROSS SECTION No Scale 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 0.5' 5' 0.5' 01 O C"xAIC W J. -KOTARSKI Lic. No. 040204 8507 F 1 O/ 30/ rn E O N U N C Q o > E w Q E _� UA L 3 Q H a' 3 LL o w0 c`a� QJUoMo z CL w N - Lri O ID W O (D A O�X (U �n w a� w oa �� o U) x C:CU z HU > O >- Ln !-1 (4 N W � M aiy � GO J t0 I­- U) O O W W W U Q z O DATE > � 10130119 O } DRAWN BY C. GAYNER • DESIGNED BY • C. KOTARSKI • CHECKED BY • C. KOTARSKI . • SCALE • N.A. • • CL�W V O En U 0 17 H > 0 (0 t 3 U) 0 12 3 z a� W 0 0 r� v ! N C > o Gc w O = Q @ 2: W � m LLD Q j m c O W < 06 N O t o U) 3 c W I- z :3 O 20 0 OCL m O z � U z NO W� o g E O -0 c _� Q a o I_ ID O O 3 Z rn O O x C ~ (D o Y 0 ° 3 a Y fn @ 0 �o (D " y2 O U 0 Co_ �0 r ^ = a) O v , E a c U M v Gil N � �0 JOB NO. °w co 0 - � U 40919 @ E5 U) O C U SHEET NO. a 0 C1.1 a) MUELLER CENTURION (A-423) VILLE THREADS WHICH IS OR APPROVED EQUAL THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270') VALVE BO 7 CU. FT. 18" GRAVE 2500 P.S.I. CONCRET BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE t SOIL. STEEL PIL WHEN THE SOIL IS DISTURBED OR WH 3/4" THREADED RODS TO A HYDRANT IS LOCATED IN A FILL, ANCHOR MAIN IN ALL INSTALLATIONS. THE VALVE TO THE HYDRANT WITH 2-314" RODS SHALL BE GALVANIZED OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE: 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A T 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. NOTE: HYDRANT MUST BE KENNEDY GUARDIAN (K-81A) EQUIPPED WITH CHARLOTTES - TYPICAL FIRE HYDRANT ASSEMBLY DETAIL No Scale PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT b TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE -� 0 ADJUSTABLE TRAFFIC RATED VALVE BOX W/ LID u z N z CV M.J. GATE VALVE WATER LINE to 41 I I 2500 P.S.I. CONCRETE b' 0 2'x 2' BEARING AREA THRUST BLOCK d a as 4 A NOTE: IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. GATE VALVE No Scale FRAME & COVER SEE FIG. S-I-D, E STREET SURFACE OR NON -PAVED AREA SLOPED AREA -� 2•-0" RUBBER COATED STEEL STEPS 1'-0" MAX o CAST IN PLACE j PRECAST REINFORCED CONCRETE a ° SECTIONS WITH "0" RING SEALS a o OR APPROVED EQUAL r" 3'-0" MIN THE DROP CONNECTION SHALL BE DUCTILE IRON PIPE (CLASS 50) a o 5" BACKFILLED IN 6" LAYERS AND COMPACTED BY HAND TAMPERS OR 12" MIN OBACKFILLED WITH SELF -COMPACTING 16" MAX STONE. a 5.. � .e MINIMUM ELEVATION DIFFERENCE a 12"MIN 12"MIN ACROSS M.H. FROM INLET TO VARIE OUTLET SHALL BE 0.20 FEET A FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW BETWEEN INLET & OULET PIPE SHALL BE e- _° _ A F PROVIDED. 3/4 DIA OF LARGEST PIPE IN MANHOLE MIN. 6" BEDDING WITH NO. 68 STONE NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 4_ SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES. TYPICAL MANHOLE WITH DROP CONNECTION NTS FIG. S-1-C PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V, SECTION G OF THESE SPECIFICATIONS. SET DOGHOUSE BASE ON CONCRETE BLOCKS - DOGHOUSE OPENING SHALL BE PREFORMED BY MANUFACTURER OR SAW CUT TO FIT PIPE OUTSIDE DIAMATER PLUS 6". 8"x8"x16" AND 4"x8"A6" SOLID CONCRETE BLOCKS CENTER W/RISER WALL (4 EACH) MANHOLE ABOVE BASE SHALL BE CONSTRUCTED AS SHOWN ON FIGURE S-1-A _ EXISTING SANITARY SEWER PIPE MIN. 12" CLEARANCE BETWEEN EXISTING PIPE AND STONE BEDDING 12" THICK VDOT No. 68 STONE BEDDING DOGHOUSE MANHOLE BASE FILL DOGHOUSE OPENING AROUND EXISTING PIPE /WITH 3,000 PSI CONCRETE OR NON -SHRINKING GROUT ♦:•i•iii �i! 'rdi•�•iii9•ss' .00•.y� �f%/r 3r' • l�I Lei• NOTES: 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING PIPE. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL MANHOLE BASE SHOWING "DOGHOUSE" INSTALLATION N.T.S FIG. S-1-Al COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES I (5/8"-1" METERS) i NTS FIG. W-7 (4) 1' (25mm) DIA HOLES 27 1 2 DIA 1 1/2' ON 32 3//4' {834mm) DW / [38mm] BOLT C1ttCLE. [699mm] O O 26 1/4" DIA 7- f [667mm] I [178mm] FZA 24' DIA IIL [606mm] I I I 28 7/16" DIA ( 5/8- [722mm] 116mm] 36' DIA 26" O O [914mm] [660mm] 1 1 /2- FRAME SECTION 13/16" [38mm] [20mm] 2' (51 mm) LETTERS (RECESSED FLUSH) ZZZ= 1" 173 1/8�- _1�/2- - [25mm] , A L� [79mm] [13mm] 3 13/16" 0 22 13/16" 2 1 /8- [97mm] [579mm] [54mm] 0 25" 1 3/8- [635mm] W 11/16" [35mm] 9/16" O.D. OF GKT GROOVE [17mm] [14mm] SECTION VIEW 1/4" (6mm) DIA CAM BOLT NEOPRENE GASKET SEE ASSEMBLY DETAIL (2) WSHR 1/16 X 5/8 X 1 1/: 1800" RUBBER PART# 00981045 S E W (2) CORED I 1 5/8- (2) BLT HEX 5/8-11X3 1/2 SS PICKBARS [5mm]2400-y11 [41 mm PART# 00981250 [6mm] ttt--- 1/2- .63 DIA. STAINLESS STEEL ROD (2) WSHR 5/8 ID 1.50 OD SS PLAN VIEW 1 1/8" (29mm) DIA BOSS [13mm PART# 00981318 PICKBAR & LOCKLUG HOLE DETAIL NOTES: (2) NUT HX 5/8-11 ZN NYLK PART# 00981284 1. ALL MANHOLES WITHIN 100 YEAR FLOODPLAIN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME & COVER. A,(2) NUT HX JAM 5/8-11 ZN 2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED. PART# 00981228 3. COVERS SHALL BE FIXED TO FRAMES WITH LOCKING LUGS OR SIMILIAR ASSEMBLY.(2) LOCK LUG TYPICAL WATERTIGHT (SHORT)SPART# 001 3585 MANHOLE FRAME & COVER LOCK LUG ASSEMBLY N.T.S FIG S-I-E FRAME & COVER (SEE FIG. S-I-D,E) FRAME & COVER SEE FIG. S-I-D, E STREET SURFACE OR NON -PAVED AREA SLOPED AREA -� 2'-0" RUBBER COATED STEEL STEPS 1'-0" MAX 9 CAST IN PLACE PRECAST REINFORCED CONCRETE a ° SECTIONS WITH "0" RING SEALS OR APPROVED EQUAL 3'-0" MIN o THE DROP CONNECTION SHALL BE DUCTILE IRON PIPE (CLASS 50) a e 5" BACKFILLED IN 6" LAYERS AND COMPACTED BY HAND TAMPERS OR 12" MIN BACKFILLED WITH SELF -COMPACTING 16" MAX STONE. 5" MINIMUM ELEVATION DIFFERENCE a 12"MIN 12"MIN ACROSS M.H. FROM INLET TO VARIE OUTLET SHALL BE 0.20 FEET A FILLETED INVERT FOR A SMOOTH a TRANSITION OF FLOW BETWEEN INLET & OULET PIPE SHALL BE ° n - g "Q PROVIDED. 3/4 DIA OF LARGEST PIPE IN MANHOLE TMWeM'1N.'6- BEDDING WITH N0. 68 STONE NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES_ 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES. TYPICAL MANHOLE WITH DROP CONNECTION AIR RELEASE VALVE BRASS OR BRONZE PIPE DRAIN TO GRADE IF POSSIBLE BRICK SUPPORTS OR SOLID CEMENT BLOCKS NTS FIG. S-I-C '`-TYPE "K" SOFT COPPER TION STOP SHED GRADE SLOPED AREA RUBBER COATED STEEL STEPS CAST IN PLACE -� PRECAST REINFORCED CONCRETE SECTIONS "0" RING SEALS MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE FILLETS CHANNEL TO BE 3/4 DIAMETER OF� CONTRIBUTING SEWER. r A FILLETED INVERT FOR A SMOOTH I TRANSITION OF FLOW BETWEEN 1 INLET & OUTLET PIPE SHALL BE STREET SURFACE OR NON -PAVED AREA ff 1'-0" MAX 2'- 001 n ° C 3'-0" MIN 14 12" MIN 16" MAX •a 4'-0" VARIES , dA. ' n 12„ PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S-I-A REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION BRONZE GATE 24"MI VALVE I INTIAL BACKFILL* 8"MIN (6" LIFTS) _ EMBEDMENT * THOROUGHLY COMPACTED BY HAND OR APPROVED Ir=1i SPRING LINE I=11 OF PIPE MECHANICAL TAMPER I -II4 HAUNCHING II=11 IW NO. 68 STONE BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL ED STONE CONDITIONS ARE UNSTABLE filw7N,�ALL PIPE) NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID 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 NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 oli t Q CRATOw J. KO TARSICC > Lk_ No, 0402048507 r 10/ 30/ 19 1 � A ��� a (` . NA,L M E CD N 0 " C > E w E Q +' 3: LE o Lu cz ® c < U o0 °- - Ln Lu rn CL W ® Nt N 3:® � X LL o t V7 N _ > F- c Ln rn o �y Ill M C t 00 J koF_ z _o F- a U V7 w r) z O _U) > w ry w Q DATE 10130119 DRAWN BY C. GAYNER DESIGNED BY C. KOTARSKI CHECKED BY C. KOTARSKI SCALE N.A. 0 0 7. O 'CI N 7 U >Lu Q in Lij m � o Q 2 0 t �/� ® w 1- w 0 Z > LL -ary oO O E' z U �� Lu 0 e m - E �(n m m a- U 0 0 3 Z N 0(n 0 � Q X O +. o Qw o § Q > m m U co m o N U r 2 MC: w °v E o a Uc (!3 -00 6 -0� JOB NO. 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I X \ — _�•`�.— j / \1 r / J / / / / / s`7�•� / / _- — � 'j .- .� � _ — _ r= _� � __ �_— _ _ / / 1 � 1 I \ I 1 I /� / I II�\ �/ // y / � / / / 1 \ \ � `� 1 G� /111 �/////�<1/ IJ/! i<I /�/„/��/���%/�i% / �'%-_--�'�=__- �G—_/_'_�'/'' if%=%���4s /��� �/�i I !//'/�//1\\` t 1 •"/// \ // I \! 47 l OZ U CRAIG W L KOTARSIQ Lie, No. 0402048507 LA I O/ 30/ 19 AA rn E N N a C E W �; E }: Qg3 N O W 0 •moo .�, a 'r i o UJ — ui O► d N N •zs w 3�N 3v C = V %0 F a C Loft, HN acn � H ui ce 0 d z O to 7 OC O z U ui 0 z O W cC DATE 10130119 DRAWN BY C. GAYNER DESIGNED BY C KOTARSKI CHECKED BY C. KOTARSKI 1 "=100' LU J z q J a. 1 z E_ 0L 1� z W 0 Q W W J Q O W 06 J to c%) W a z > LL _0 O LL r W Z _. aDo w z W 0 7V 0 o `� W F— D 0 JOB NO. 40919 SHEET �� C2.0 H a O x O Z 0 L Q LL C NOTE: BLOCK AREAS SHOWN PER CODE OF DEVELOPMENT "SOUTHWOOD PHASE I - i A NEIGHBORHOOD MODEL DISTRICT CODE _ OF DEVELOPMENT." _ \r IX � 1 i STREAM BUFFER/ FLOOD P AIN ^ �---\,C0FtSERATION AREA Cl A. Y k Lic. Na. 0402048507 I vsIONAL ' 1 b , ° ° SEE SHEETS C4.0, C4.3, C5.0 �� M O ��,� 0 1 —�J i 0 0 Lu = Lu 1-1 ° r_� �F.89' oo, ` — — — -- OLD ti;G { IIRG RDAD R W Lu Lu U. �. I w — �n O °Lu 3`29 54 1 1-4 n Ul (y d Lu ° p \�� �� /�;�, � � 0.rc'�-vfi\l —�ry� i - _ �. _\���,r� ,V..,,-.-�,-v'v" _"r` -- '�-,iv��v-v-•✓ -rv-..-- ✓`�"'./-���/-�'�`� v��� i N q C solo U o jn z1 `te ° � ao ° LU►n°BLOCK i ui LLJ o ° , w Lr- 36 '>6 g / / j / ' G1j <\ r N ° PArzc r a9c 0 c b iai� O G-�H•VDOD CHARL07 TESVIt e ! r' _ O ti HEORHDGD VGDE DISTRICT `� � J / OB- 337b PG- 063 SEE SHEETS C4.1, C4.47 AND C5.1 ,�'�/ �. �` W W o / /% �/ Q U O ° // //,/ Z O / > DATE (// j p 2W=° .......... 10130119 ° o S29T'l 2'W O r DRAWN BY ° C. GAYNER �? DESIGNED BY C. KOTARSKI ° a �y o i // I,'r ��/ `����✓�� �.��ti l �� / • CHECKED BY l C. KOTARSKI _'- _..- 1. T'!1TT.�%7:l/I jT ! AAI,C' • -- - m — ` _ __ • SCALE 1 "=80' w.:`�/- -.� -___ \ = — — v="�-==``.moo ., y 1 �_� " �. �'° � � I , ti-T� I � • T7 ui G 1 „ oc ° O O O OjG GIG O G ° STREAM BUFF-E WHAR TON DRIVE 3 BCC � (\� P. / - -� \\\ �`Z Q J J } y� STREAM BUFFER W W \ J // t u U >ui o ) �� 00 BLOCK 6 BLOCK C :'9rJ PRESERVED 4� riBOnrl✓ v' I Cry 41�T Q -0 a 3r 328 CRITICAL ,fir OPLTS o —MOO O BLOCK 7 SEE SHEETS C4.2, C4.5 AND C5.2 SCALE 1 "=80' JOB NO. U o rJ 0 801 160 o ) ° / SHEET NO. 0 6 c n m m _ U m 0 co m m m 0 EL CL C m 0 m m m a 0 in t r m n c 0 a� 0 L 3 c as �0 -0W 00 °Z m0 n2 0 c E0 l6 N d. S 0 c � m C7 3 Z� 0 m a g x m _ m m L ° 3 a m c .N w m O m� Y mN l0 0 r0 c Erb c U m m m U N C NO U C m c m o C U l0 a0 y m L E 7-- --- — — — — —-__---.� — — — TIE TOEXISTtNG-WATER-LINE, -- — ,.. •.. COORDINATE WITH ACSA — — -_ --- ` GV 900 BEND__w__. PAVEMENT TO BE 8"X8" TEE I 0 O O REPAIRED PER � � L V CRAIGW J. KOTARSKI a ,d� Lic. No. 0402048507 LI0/ 50/ 19 � -------- = _ _ — VDOT STANDARDS — —-------- — i , E M CH LINE - ,,,-___-----___ ------- KEY PLAN c*j Ili z — �x _- -- _-INSET-�� ---- - _ W _E - - - - - MATCH LINE EE INSET _ "= w N 3 J \J f Q � � 3 ' — - -- ---- — — — — o " .^ ( , Wow z _ jv� ----- -- c W 1 ---- R/W \ — I ----- ----- • y M H U) i s i I gig u W o4c =� ---- (A _ N z _ - CG-11 --- - Q it 45 ,- -- - - - - '� N ui � ---- / A OHT O —OHT — — = OHPr �" �H _ 1I O.H. ELEC — OHP— j — oHP— — — OHP— — ...� I �Nn — TELE. & TV LINES —HIF OHP � --- OHP— — — OHP —_ _— �� OHP'' - T — j r • 2S J Q3' 2 O.H. ELEu T, f, P F' TELE. & TIV LINES Oy)- > > Lu 011 o a OVERHEAD POWER AND TELEPHONE LINES R604' - TO BE RELOCATED VERTICALLY TO MEET - _ VDOT MINIMUM CLEARANCES FROM FINAL _ ayP z GRADE. CONTRACTOR TO COODRINATE _ V) DATE �� WITH UTILITY PROVIDERS ACCORDINGLY. > n °C 10/30/19 o >- DRAWN BY II PROPOSED j 'S C. GAYNER TREE LINE 50 6 / 5' p DESIGNED BY j 5' - ' • C. KOTARSKI y ' 8' 3 • CHECKED BY • C. KOTARSKI - a• SCALE t 1 "=30' to � • ARV BLOCK 11 ,;. PARCEL 09000-00-00-OOlAO SOUTHWOOD CHARL OTTES VILLE LLC NEIGHBORHOOD MODEL DISTRICT DB. 3375 PG. 06,3 PROPOSED - TREE LINE tom 1 �► A174" Ale, � U� 8 CLASS 52 DIP S M WATER LINE / C6D FHA WITH z GATE VALVE w FHA WIT ROAD NAME SIGN GATE VALV SPEED LIMIT SIGN �g w ort-14 n � PROPOSED SLu x �p� ��1�c 5 - / TREE LINE m �� i?Jt► {� L t (YV. -� W '• rD ' 17 o --`'�- (� §a '�,,�..t 1 +50 R51T R/VN 10+ --+_ �d W z �'��- 15 SAN SAN SAN SAN ,X 6 0 o 16 _uj „ 1 --+- - F - -t-- --i-- - - - - - --+------+- --+- 1 GV y 15+00 14+50 +0013� 13+50 13+00 8"X8" TEE r� Q ARV _- R233' STOP SIG - - . I J ..� f0R ES r•. _ _ ARV z r PROPOS D i u OAK -- i L I -- - - --- - TREE LINE 1 L , i 26„ L1 BELF- 2) m i C/G;,- o r � - - - - — — —UGP — — —UGP — — — — — M —UGP — — — -- —U P —UGP — — o ; -UGT— -- — -� i —UGP — — UGT — _ =UCT = — — — - -- UGT- �,UGT -Z—UGT =—_ �..--_------ ------ .T77! % f +j6f I C� �•s S,_ � ; � � I I r i — �— -- UGT-- — — UGT- O c c i c O Y I 1 I I F D ' I I JOB NO. ; 40919 ; i SHEET NO. -' i C4.1 ' I 1 0 - I / /;, / 0 RESIDUE #1 FHA WIT H O!p 0 GATE VALVE 0 u cRAmw j. KmRsm > 0 Lic, No. 0402048507 0 V-6 10150119 0 0 13 114 0 0 0 6' 0 jB+50 m C) E 0 81 u 0% 0 uA 4-1,e 540 C4 0 '4 kA- 'o R277' 4000. a 0 0 E E Ui ARV 0 WPO BUFFER U U-6 0 U. 0 0 12 .0000 IX, PROPOSED 53 0 S' 0 TREE LINE c -mi 60D Z %22.50 BEND JI CuLj _j — L'i 0 0 ce M 1­4 0� c) L9 w (N ear z :g!w u U) 0 ARV 0 0 44f 0 x Lu 0 1 RESIDUE #1 0 cl 0 /r-PROPOSED BEND u iD > 0 0 X_/ x Ln ui 0 0 c A z 40� 0 40e TREE LINE 22.p/ > 0 Lu st 0 fiORETE C> Go _j oil NTION 2 PROPOSED 1';q 0 V ui BOUNDARY LINE (TYP.) ox c . . . . . . .. 5'SIDE D 0 Xy SETBACK ♦ / s �'_j D 0 v ce 0 o / 1­1 / ' I ..' A SSU&IED 35. 00' \ uj SPe cljq�c_ > 0 0• w SE 5'FRONT EA'SE44ENT /* 5 R SETBACK 4)R 0 =-K x 60 > z 0 DATE 0 0 I I♦♦• I tUb In > 0 •• Ile LOT 1 JAC-0 N" a 6 STONE DUST/ o 5' 10130119 PATH 0 7p 12630 SF > •5! BOARD K DRAWN BY 0 0 -1-1 0 %C GAYNER 2' SPEED OQ R597' DESIGNED BY LIMIT SIGN C KOTARSKI 0 FHA WITH GATE VALVE CG-9 CHECKED BY 5Pq ce-/ —0 0 (TYP-) 26" Jr C KOTARSKI 0 OHIO- -00' TIMBER STEPS W�OAK 5'SIDE PROPOSED 00/- 0 SCALE 4000 (TYP-) ij SETS TREE LINE pv/o(/-.'�_ loolr c1 "=30' lo,/> 0 • 0 VREAR 'j 0 SETBACK "ool 4X 0 LOT NJ sf�ok' 8102 SF 8"x8" TEE LOT 2238 SF 0 SYCAMORE 0 TSIDE c: c) Z I I 1 -0 4. 0 SETBACK 5' FRONT 0 SETBACK • V LOT1• uj 0 LOT3 5'FRON 2723 SF 0 2583 SF 5'SIDE ETBAC SETBACK LOT LOT 9 3795 SF 4 LOT9 1130-1 eG-12 PROPOSED LOT R 1, (TYP. R25!• N 3044 SF L J TREE LINE 1659S GRAVEL MAPLE LOT EMERGENC 4553 SF 14' ACCESS oc, i UG 7- 0 X SIDE 0 5'SIDE e CK 0 SETBACK KVAL) SETBACK\ UGT CL 5' FRONT z STREAM BUFFERo SETBACK 'G-9 41 5* FRONT 131dmc 0 0 R403' 0 CG-12 S SETBACK 0 0 5 uj 0 SPEED LIMIT SIGN 0 Lu Ud 0 _j 0 ARV 00, 5'FRONT TSIDE CL SETBACK SETBACK c ool' 4.5' -4"r x' 7 t /(4c( X.CD� j UCQJ z 'SDE _j 0 LOT6 3 _j +:. / R218' (4) REMOVABLEAr� 14981 SF SETBACK W < 0 5' FRONT BOLLARDS WITH G) U. m SETBACK KNOX BOX I i I \ 0 TSIDE ARV i > E PROPOSED SETBACK / / UJ TREE LINE z 6 REAR UGP— z lo u 20 SETBACK + 2 v- uj 162 v- w— W_ JAI_ LOT 7 w 1825 SF >pVrth at/�) t-054 C call 13248 SF o o CG-12 0 a 6 FRONT 0 (TYP.) SETBACK LOT 15 8" CLASS 52 DIP coo N R39T WATER LINE 1460 SF VREAR PZA,3 ZH z I U LD CL 5'FRO/ % NT x SETBACK —cco ?\ i a O R x a •/ /SETBACK 6' 7 LOT16 TSIDE /r (L 1460 SF w . - ��2w.: . ..: . . 0 SETBACK \<o" VREAR T , 0 FH WITH GATE VALVE SETBACK LOT 17 CG-12 1460 SF 00 % (TYP'.) 8 x8m 20'ACCESS TEE EASEMENT 6% LOT18 I LOT13 �--' O 0 T 5% % 0) o PROPOSED TREE LINE CG-2 1460 SF 51141 SF PEN SPACE 35518 SF Z t� 5' REAR CG-12 2190 LOT 19 SF 5v A 4.5! SETBACK , '10 SCALE 1"=30' 30B NO. 0O. _9 TO BE 1I_NO 40919XSIDE TSIDE J& 4.5' CONSTRUCTED IN SETBACK SETBACK 0, FUTURE PHASE'n j 0 io60' SHEET NO. a CL -0 5' FRONT LOT 26 FHA WITH X SIDE 7. C4.2 18 GATE VALVE KEY PLAN E 3143 SF ------- I \v0"_RFTRAr_K LOT 20 L L 432.4 SCALE I"=30' / ► I t t f i / \� / / _ L — �--'j" - ` " _ `� 0 30' 60' "--- / KEY PLAN 1 1 MATCH L+NE -SEE INSET ---- " " `- " / - / / / / / / / // //'ram " ;a- `'�►� \ \ \ \ ( / r / - / .- ' / , / / / / / i 1 , �JA / r / / / /, � / ' / /� / t / ( / / i I 1 � --�r- t / r / / � yr► �/ _ - r / � / / --- ---- / ! r t f � f } ' I------ � _ \ -PON!:- 11 t?.02''— / Rl YV t \ _\ --- —_-_ \ \ ' --- --------- - - -- \_-------� --- \ " O / / _ /_!_ = t ► i F 1 ( ' ! I t 1 \ \ 1 I 1 1 1 ! \ i t \ \ \ \ -- J \ to ` -- k ______� OUTLET PROTECTION \ _ OP4, SEE SHEET C3.2 — -- — --- — — — / 48 _ 6HP�/ OH FELFrTV�INl- \ - / / / / I / ' _ _ /-._.- r�P' _ -- 6FtP -� � , _ - -- �• - / - , , ' _ - _ _ - ' / �'' , r / r ,� / '' - r " _ _ -_--, � �T''-`- -L - 487 O/Yp OHP----7-?TONP� / / �, , / P "�, i../ ��, _.r��/ ! t /�/ / /_ / // _/r-__--_OHT� r // 7�-- OHP— . �- — / / / ' r / r - /C)H--._ / T } / sal /7/0J' / // // // , / , f// // / / / IJ / / // _QaR-ELECTRIC / / / / / / f / / / / / / -' / / / / / -- TELE. & TVLINE� / / / / `, •- loll 7- OHT�, / s / / / / / ✓ loll � _ - - `^ l ! f F } P i f J 1 J I / / / I / ,• = / / ,/ / / / / / / / / / / / / �J r el' / � � r/ _ -.-' -- -- •-_. -_ ------ ,+ � 1 ` 1 1 i t , i I 1 [ F l i i + I I i I / / / / / ,/ I I \ ' i I i /(`' E� I � \ 184 _Xof -v ©� 0x� x u CRAIG W, J. KammKI Y Lic. No. 0402048507 I O/ 30/ 19 E cm O N U N N E E W aNi 3 tV a U 0 3 IL We m� QJ Ucoo z W J — If1 0 01 Gam. O N (� W M N ce N Q W -1 W OC 0 10 U) � N z O FVaLn 6-4 U) c '^ 0 CA cq W Or C:) FW-- N o: O S ce Lu W uw � a z 0 U) GC O DATE 10130119 DRAWN BY C. GAYNER DESIGNED BY C. KOTARSKI CHECKED BY C. KOTARSKI SCALE 1 "=30' r - \ PARCkL 000 0-00-001A1 k \ t I 5?OUTH�t/OOD CHRRLTTESVILLEKLC \ \ \ I t \ \ NEIGHIORNOON MODS� DISTRICT\ - - - 0 - - - - - - - D6.\337A PG. 0&,\ am ------ - - - - -— _ / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ` a. 186183 \ \ (51 \ \ � 185 \ \ - - / / \ \ \ \ \ 18, uj Q W 180 - � ° 0 172 W MIT— Ui IV 4 oC 7 a o - - - LL - N 177+" 179 S �` 181 / \ Lu _ _ _ _ - AN.. - - - - Z o ` � SA � SA N s 7 - C _... 169 174 ._h 173 a 490 v 492 .. 1. ; .. \ a - - _ Ld c7 I \ \ \ / / -T/ / f / / \ J OAK t r - - - _ -- / r i / / t J J , p D— 26 r C _� 1 t I 1 1 F , 1 — _ / j / IJ t j / 1 cJ 1 I \ ,\r y \ \ \\ \ yF_ BEECH / ! / / I/ / / \ \ \ / / ;' -� \ -\. — ..._ ! y ` "S � ,I .>, / ,- '" '\.\„ i, �, F I � � 1 i 4 i I i � � ► � / / / - - _ - - - , _ - / / - - _ - � t F \ � � ,f � \ i \ � \ \ \ -- ®i / � ` r .{\ \ \ \ -' _ ,.. _ � ,_., ,,J y �/ .,,. - - i ;�. ''� � / / - - - - - - - _ - - - - - JOB NO. 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