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HomeMy WebLinkAboutSUB202300024 Plat - Submittal (First) 2023-02-06LT SITE DATA: TAX MAP PARCEL AND OWNER INFO: TOTAL PARCEL AREA: LIMITS OF DISTURBANCE: EXISTING ZONING: OVERLAY DISTRICT: MAGISTERIAL DISTRICT: SOURCE OF SURVEY AND TOPOGRAPHY: SOURCE OF SURVEY AND BOUNDARY: DATU M : UTILITIES: DRAINAGE DISTRICT: WETLAND IMPACTS: FL00 D PLAI N : PARCEL ID 062A1-02-00-00800 S & J LLC 4104 HOLLY RD VIRGINIA BEACH, VA 23451 0.94 ACRES 1.14 ACRES R-6 (RESIDENTIAL) ENTRANCE CORRIDOR OVERLAY DISTRICT RIO 4' CONTOUR INTERVAL FROM ALBERMARLE COUNTY GIS (USGS DATUM) 2' CONTOUR INTERVAL FROM FIELD RUN SURVEY BY MERIDIAN PLANNING GROUP, LLC. CONDUCTED ON AUGUST 12TH, 2021 UNDER SUPERVISION OF TIMOTHY RAY MILLER, P.E. L.S. PLAT RECORDED IN DB 5268 PAGE 414 HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE VERTICAL: NAVD88 ACSA WATER AND SEWER MEADOW CREEK-RIVANNA RIVER WATERSHED NONE THERE IS NO FLOODPLAIN LOCATED ON THIS SITE ZONING SITE REQUIREMENTS: USE CURRENT: SINGLE-FAMILY RESIDENTAIL PROPOSED: SUBDIVISION TO 5 SINGLE-FAMILY RESIDENTIAL LOTS SETBACKS FRONT MINIMUM: 10 FEET FROM RIGHT OF WAY OR EXTERIOR EDGE OF SIDEWALK IF THE SIDEWALK IS OUTSIDE OF THE RIGHT OF WAY FRONT MAXIMUM: 30 FEET FROM RIGHT OF WAY OR EXTERIOR EDGE OF SIDEWALK IF THE SIDEWALK IS OUTSIDE OF THE RIGHT OF WAY SIDE AND REAR MINIMUM: NONE SIDE AND REAR MAXIMUM: NONE BUILDING HEIGHT MAXIMUM ALLOWABLE BUILDING HEIGHT: 35 FT (RESIDENTIAL DISTRICT) PARKING REQUIRED PARKING: DWELLINGS: 2 SPACES PER UNIT, 5 UNITS PROPOSED TOTAL PARKING REQUIRED: 10 SPACES PARKING PROVIDED: 10 SPACES IMPERVIOUS AREA EXISTING IMPERVIOUS AREA: 0.12 AC PROPOSED IMPERVIOUS AREA: 0.30 AC LOCATION OF NEARBY FIRE HYDRANTS 1. 38004'03.5"N, 78028'04.9"W (CITY OF CHARLOTTESVILLE) 2. 38004'07.3"N, 78°28'03.5"W (COUNTY OF ALBEMARLE) UTILITY DEMANDS WATER FLOW (AVERAGE DAILY DEMAND) AVERAGE FLOW RATES (FROM TABLE 3 9VAC25-790-460): DWELLINGS = 100 GPD/PERSON 100 GPD X 6 BEDROOMS X 5 DWELLINGS TOTAL = 3,000 GPD AVERAGE HOURLY DEMAND = 3,000 GPD / 24 HOURS = 125 GPH MAXIMUM HOURLY DEMAND = 125 GPH X 300% = 375 GPH PEAK HOURLY DEMAND = 375 GPH X 150% = 562.5 GALLONS 562.5 GPH / 60 MIN = 9.375 GPM SEWER FLOW (AVERAGE DAILY FLOW) AVERAGE FLOW RATES (FROM TABLE 3 9VAC25-790-460): DWELLING: 100 GPD X 6 BEDROOMS X 5 DWELLINGS = 3,000 GPD VEHICLE TRIP GENERATION HOMINI HILLS PRELIMINARY SUBDIVISION PLAT COUNTY OF ALBEMARLE, VIRGINIA 01/18/2023 3 - m y ti r� l? F Westmoreland X` Northfields Vdoadbraok y o- Burnam Wood Charlottesville Sasntree Berkeley //Fashion Square School Camellia Garden C town Green ills Westgate 29 I Sarterbroak ;, Northerly y� `'� v 250 8YA Arta F"?d c�pa r. Juy by Ave LAIID USE ITE CODE AMOUNT WEEKDAY AM PEAK HOUR SCHOOL PM PEAK HOUR UNITS ADT IN OUT TOTAL IN OUT TOTAL Single -Family Detached Housing 210 5 Dwelling Units 47 1 4 5 3 2 5 SOURCE: Institute of Transportation Engineers' Trip Generation Manual 11th Edition (2021) Squire Hill Wakefield Greenbriar Heights O� GP,EENBRIEP ce PROJECT LOCATION Moon Cemetery Dunlora m Plantation m` Riverrun Pen Park CHARLOTTESVILLE HIGH' Pen Park' Lharlotteswde 4250High School Key West Rio Heights Willow `ieights Q-e, Meadowcrezk Golf o Course ! Wiidwood ■ 02022 M—oh Corp—tion®2022 T—Tom0 - VICINITY MAP SCALE: 1" = 21000, OWNER/DEVELOPER: BEN BISHARD S&J, LLC 4104 HOLLY ROAD VIRGINIA BEACH, VA 23451 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE STE 200 CHARLOTTESVILLE, VA 22903 CONTACT: CLINT SHIFFLETT, PE TELEPHONE: (434) 327-1690 EMAIL: CLINT. SHIFFLETT@TIMMONS.COM cry Sheet List Table Sheet Number Sheet Title C0.0 COVER SHEET C1.0 NOTES AND DETAILS C1.1 NOTES & DETAILS C1.2 NOTES AND DETAILS C2.0 EXISTING CONDITIONS & DEMOLITION PLAN C4.0 LAYOUT AND UTILITY PLAN C5.0 GRADING AND DRAINAGE PLAN C7.0 STORM AND UTILITY PROFILES TOTAL SHEETS = 8 SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING & ZONING ENGINEERING INSPECTIONS E911 DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA DEPARTMENT OF HEALTH ARCHITECTURAL REVIEW BOARD APPROVAL hL`\iq CLINT W. '!i: S �FFLET7 >Z Lic4� h l/18/2023 �<v;� ui CC 0 0 tD 0 0 o' w w U U a z 0 af 0 r z O U LU w 0 Z O U) > w o' w Q 0 DATE 01/18/2023 DRAWN BY B. PERDUE DESIGNED BY B. PERDUE CHECKED BY C. SHIFFLETT SCALE N/A J � � Ju 5 LU 2 _ L U _ Q W 1�� zw L m Q LI..I \ �" O 0 0r U = o U JOB NO. 56727 SHEET NO. Co. o L LT GENERAL NOTES 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. S. 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) 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 2015 UNIFORM STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN, 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. 34. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT HAVE A SURFACE SLOPE GREATER THAN 1:48. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE. ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE OF TRAVEL FROM ADJACENT PARKING TO AND ACCESSIBLE BUILDING ENTRANCE. IN PARKING FACILITIES THAT DO NOT SERVE A PARTICULAR BUILDING, ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ROUTE TO AN ACCESSIBLE PEDESTRIAN ENTRANCE TO THE PARKING FACILITY. WHERE BUILDINGS HAVE MULTIPLE ACCESSIBLE ENTRANCES WITH ADJACENT PARKING, ACCESSIBLE PARKING SPACES SHALL BE DISPERSED AND LOCATED NEAR THE ACCESSIBLE ENTRANCES. 35. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 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). 10. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 11. ALL WATER LINES, SEWER LINES AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 12. PARCELS 1 THROUGH 5 AND THE RESIDUE OF TAX MAP/PARCEL 062A1-02-00-00800 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. 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. ALBEMARLE COUNTY FIRE PREVENTION NOTES 1. SMOKING SHALL BE PROHIBITED IN AREAS WHERE SMOKING MAKES CONDITIONS A HAZARD AND THESE AREAS SHALL BE DESIGNATED WITH "NO SMOKING" SIGNS PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE. 2. AREAS WHERE SMOKING CAN OCCUR SHALL HAVE APPROPRIATE RECEPTACLES FOR DISCARDED SMOKING MATERIALS PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE. 3. PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE, VEHICULAR ACCESS FOR FIREFIGHTING SHALL BE PROVIDED AT ALL CONSTRUCTION AND DEMOLITION SITES. PROVIDE ACCESS TO WITHIN 100' OF TEMPORARY OR PERMANENT FIRE DEPARTMENT CONNECTIONS AND HAVE NO OVERHEAD WIRING OR OTHER OVERHEAD OBSTRUCTIONS LOWER THAN IT-6". THIS ACCESS MA BE VIA PERMANENT OR TEMPORARY ROAD, BUT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS IN ALL WEATHER CONDITIONS. 4. CONTRACTOR SHALL ENSURE THE STREET NUMBERS ARE PLAINLY VISIBLE FROM THE FRONTAGE STREET DURING CONSTRUCTION PER THE VIRGINIA STATEWIDE FIRE CODE. 5. AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL BE IN PLACE AND AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS ARRIVE ON SITE. 6. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF EACH DAY AND DISPOSED OF IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. 7. FIRE EXTINGUISHERS SHALL BE PROVIDED, ON ALL FLOOR LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED (WITH NOT LESS THAN ONE APPROVED FIRE EXTINGUISHER AT EACH STAIRWELL), IN EVERY STORAGE AND CONSTRUCTION SHED, AND IN AREAS OF SPECIAL HAZARDS, SUCH AS WHERE FLAMMABLE AND COMBUSTIBLE LIQUIDS ARE STORED OR USED, IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. S. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL COMPLY WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE AND SHALL REQUIRE A PERMIT FROM THE ALBEMARLE COUNTY FIRE MARSHAL'S OFFICE. CHARLOTTESVILLE TRAFFIC AND SIGNAGE NOTES 1. ALL TEMPORARY NO PARKING REQUIREMENTS SHALL BE PROVIDED BY CONTRACTOR WITH APPROVAL OF THE TRAFFIC ENGINEER. 2. CONTRACTOR SHALL PROVIDE NECESSARY REFLECTORS, BARRICADES, TRAFFIC CONTROL DEVICES AND/OR FLAG PERSONS TO INSURE THE SAFETY OF ITS WORKERS AND THE PUBLIC. 3. CONTRACTOR SHALL MAINTAIN SAFE AND PASSABLE PUBLIC ACCESS TO PROPERTIES AND THE PUBLIC RIGHT-OF-WAY DURING CONSTRUCTION. EXCEPT AS APPROVED IN ADVANCE IN WRITING BY THE ENGINEER, TWO WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES THROUGH WORK AREAS WITHIN THE PUBLIC RIGHT-OF-WAY. THESE TRAFFIC CONTROLS SHALL BE IN ACCORDANCE WITH THE MOST CURRENT MUTCD MANUAL. ACCESS FOR EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALL TIMES. ADDITIONALLY CONTRACTOR SHALL PROVIDE ADEQUATE PEDESTRIAN BARRIERS AND MAINTAIN PEDESTRIAN CIRCULATION DURING CONSTRUCTION. 4. EXCEPT AS OTHERWISE AUTHORIZED IN WRITING BY THE ENGINEER, THE WORK SHALL BE COORDINATED AND PERFORMED IN A MANNER SO THAT ALL EXISTING FIRE HYDRANTS SHALL BE ACCESSIBLE AT ALL TIMES DURING THE WORK. 5. CONTRACTOR SHALL NOTIFY PROPERTY OWNER(S) TWELVE (12) HOURS IN ADVANCE OF BLOCKING ANY ENTRANCE. NO ENTRANCE SHALL BE BLOCKED FOR MORE THAN TWELVE (12) HOURS IN ANY 24 HOUR PERIOD WITHOUT APPROVAL OF THE PROPERTY OWNER, EXCEPT WHERE NEW ENTRANCES ARE CONSTRUCTED. 6. WITHIN 24 HOURS OF THEIR REMOVAL, CONTRACTOR SHALL REPLACE MAILBOXES, STREET SIGNS, TRAFFIC SIGNS, AND THE LIKE THAT ARE REMOVED FOR CONSTRUCTION. PERMANENT OR SUITABLE TEMPORARY ITEMS WILL BE USED AS THE STATUS OF WORK PERMITS. PERMANENT OR TEMPORARY STOP SIGNS MUST BE IN PLACE AT ALL TIMES. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE CITY TRAFFIC DIVISION ONE FULL WORKING DAY PRIOR TO ANY CONCRETE POUR WHERE TRAFFIC AND STREET SIGNS ARE TO BE REPLACED. UPON SUCH NOTIFICATION, THE CITY WILL PROVIDE SIGN POST SLEEVES, WHEN NEEDED, AND IDENTIFY THE LOCATION WHERE SIGNS ARE TO BE PLACED. 8. ALL SIGNAGE AND PAVEMENT MARKINGS SHALL BE SHOWN ON PLANS AND SHALL BE CONSISTENT WITH THE MUTCD. 9. A TEMPORARY STREET CLOSURE PERMIT IS REQUIRED FOR CLOSURE OF SIDEWALKS, PARKING PACES, AND ROADWAYS AND IS SUBJECT TO APPROVAL BY THE CITY TRAFFIC ENGINEER. CHARLOTTESVILLE UTILITY NOTES 10. ANY DAMAGE TO EXISTING UTILITIES CAUSED BY CONTRACTOR OR ITS SUBCONTRACTORS SHALL BE CONTRACTOR'S SOLE RESPONSIBILITY AND REPAIRED AT CONTRACTOR'S EXPENSE. 11. THE CONTRACT DOCUMENTS DO NOT GUARANTEE THE EXISTENCE, NON-EXISTENCE OR LOCATION OF UTILITIES. CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OR THE NON-EXISTENCE OF UTILITIES. AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION OR CONSTRUCTION, CONTRACTOR SHALL NOTIFY MISS UTILITY (1-800-552-7001) AND/OR THE RESPECTIVE UTILITY COMPANIES FOR GAS, WATER, SEWER, POWER, PHONE AND CABLE. CONTRACTOR SHALL TIMELY ARRANGE TO HAVE THE VARIOUS UTILITIES LOCATED, AND TO HAVE THEM REMOVED OR RELOCATED, OR TO DETERMINE THE METHOD OF PROTECTION ACCEPTABLE TO THE RESPECTIVE OWNER, IF THE METHOD OF PROTECTION IS NOT OTHERWISE SPECIFIED. CONTRACTOR SHALL CONDUCT ITS WORK IN THE VICINITY OF EXISTING UTILITIES IN ACCORDANCE WITH THE RESPECTIVE UTILITY'S RULES AND REGULATIONS. ANY COST INCURRED FOR REMOVING, RELOCATING OR PROTECTING UTILITIES SHALL BE BORNE BY CONTRACTOR UNLESS INDICATED OTHERWISE. CONTRACTOR SHALL EXCAVATE TO LOCATE BURIED UTILITIES FAR ENOUGH IN ADVANCE OF ITS WORK TO ALLOW FOR HORIZONTAL AND /OR VERTICAL ADJUSTMENTS TO ITS WORK AND/OR THE UTILITIES. NO ADJUSTMENT IN COMPENSATION OR SCHEDULE WILL BE ALLOWED FOR DELAYS RESULTING FROM CONTRACTOR'S FAILURE TO CONTACT AND COORDINATE WITH UTILITIES. 12. WHEN THE WORK CROSSES EXISTING UTILITIES, THE EXISTING UTILITIES SHALL BE ADEQUATELY SUPPORTED AND PROTECTED FROM DAMAGE DUE TO THE WORK. ALL METHODS FOR SUPPORTING AND MAINTAINING THE EXISTING UTILITIES SHALL BE APPROVED BY THE RESPECTIVE UTILITY COMPANY AND/OR THE ENGINEER. CONTRACTOR SHALL EXERCISE CARE TO INSURE THAT THE GRADE AND ALIGNMENT OF EXISTING UTILITIES ARE MAINTAINED AND THAT NO JOINTS OR CONNECTIONS ARE DISPLACED. BACKFILL SHALL BE CAREFULLY PLACED AND COMPACTED TO PREVENT FUTURE DAMAGE OR SETTLEMENT TO EXISTING UTILITIES. ANY UTILITIES REMOVED AS PART OF THE WORK, AND NOT INDICATED TO BE REMOVED OR ABANDONED, SHALL BE RESTORED USING MATERIALS AND INSTALLATION EQUAL TO THE UTILITY'S STANDARDS. 13. CONTRACTOR SHALL NOTIFY LANDOWNERS, TENANTS AND THE ENGINEER PRIOR TO THE INTERRUPTION OF ANY SERVICES. SERVICE INTERRUPTIONS SHALL BE KEPT TO A MINIMUM. 14. THE CONTRACTOR SHALL NOTIFY THE CITY UTILITIES DIVISION AT LEAST TWO FULL WORKING DAYS IN ADVANCE TO ARRANGE GAS SERVICE LINE ADJUSTMENTS TO BE PERFORMED BY THE CITY. 15. ALL WATER METER, VALVES AND FIRE HYDRANT ADJUSTMENTS/RELOCATIONS SHALL BE COORDINATED OR PERFORMED BY THE CONTRACTOR IN ACCORDANCE WITH THE CITY OF CHARLOTTESVILLE PUBLIC WORKS REQUIREMENTS. 16. PER THE VIRGINIA DEPARTMENT OF HEALTH WATERWORKS REGULATIONS (PART II, ARTICLE 3, SECTION 12 VAC 5-590 THROUGH 630), ALL BUILDINGS THAT HAVE THE POSSIBILITY OF CONTAMINATING THE POTABLE WATER DISTRIBUTION SYSTEM (HOSPITALS, INDUSTRIAL SITES, BREWERIES, ETC.) SHALL HAVE A BACKFLOW PREVENTION DEVICE INSTALLED WITHIN THE FACILITY. THIS DEVICE SHALL MEET SPECIFICATIONS OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, SHALL BE TESTED IN REGULAR INTERVALS AS REQUIRED, AND TEST RESULTS SHALL BE SUBMITTED TO THE REGULATORY COMPLIANCE ADMINISTRATOR IN THE DEPARTMENT OF UTILITIES. 17. PLEASE CONTACT THE REGULATORY COMPLIANCE ADMINISTRATOR AT 970-3032 WITH ANY QUESTIONS REGARDING THE GREASE TRAP OR BACKFLOW PREVENTION DEVICES. PLAN LEGEND EXISTING PROPERTY LINE e POST/BOLLARD SIGN ® BUMPER BLOCK ® TRAFFIC CONTROL BOX O UNKNOWN MANHOLE STORM SEWER 0 STORM SEWER MANHOLE ® CATCH BASIN ---SAN--- SANITARY SEWER © SANITARY SEWER MANHOLE --w--- WATERLINE ® WATER MANHOLE ® WATER VALVE -6- FIRE HYDRANT GAS LINE O GAS METER GAS MARKER - - -ucr- - - COMMUNICATIONS/TELEPHONE LINE O TELEPHONE/COMMUNICATIONS MANHOLE ® COMMUNICATIONS VAULT ---ucv--- ELECTRIC LINE ® ELECTRIC MANHOLE I➢ ELECTRIC PULLBOX O ELECTRIC METER O UTILITY POLE DECIDUOUS TREE GUARDRAIL X FENCE - - XXX- - MAJOR CONTOUR - - - -XXX- - - - MINOR CONTOUR 0. IL SURVEY CONTROL POINT =18190L9:111111 PROPERTY LINE WATER w GAS - c STORM ROOF DRAIN - RD -m- -SANS SANITARY ® C� CATCH BASIN iT1 STORM MANHOLE SANITARY MANHOLE E O SANITARY CLEAN OUT FIRE HYDRANT FDC METER SETBACK WATER VALVE BOLLARD STREET SIGN FENCE MAJOR CONTOUR MINOR CONTOUR SITE LIGHT TOP OF CURB CLINT W. Sjj FFLET >� Lic. N . 54380 aC 111812023 M E 0 u N � N C ¢ o > E w v E w w um ¢ o 3 p LL - wo `mom 0 Lu L ¢<Vof"lo W J -N .. rn � co z W w � 30'x LL Ln _ N =v>� F ¢ . o� EO1 N W M a� o w M 0 x c� 0 p w w_ x a z O W 0 0 CL O ce 0 AM AL z 0 a_ u V In W a z O U) w w a p DATE 0111812023 DRAWN BY B. PERDUE DESIGNED BY B. PERDUE CHECKED BY C. SHIFFLETT SCALE N/A Q J u /� / z H J (� � < J > ~ 2-i w Lu Q Q Q zw mQ Q z I -I LL Lr) O rO r Lu Z O 0z JOB NO. 56727 SHEET NO. Cy.0 L 1.5"-2" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A EXISTING AGGREGATE BASE COMPACTED SUBGRADE MILL AND OVERLAY SEQUENCE: REMOVE EXISTING ASPHALT. COMPACT AND ROLL TEST EXISTING BASE COURSE. THEN PLACE NEW ASPHALT SURFACE. MILL AND OVERLAY PAVEMENT SECTION No Scale t COUNTY OF ALBEMARLEDepartment of Community Development Construction Record Drawings (As -built) for VSMP The following is a list of information required on construction record drawings for stormwater facilities (reference Water Protection Ordinance 17-422). It is preferable that the construction record drawing be prepared by someone other than the designer. Please do not provide design drawings as construction record drawings. A. A signed and dated professional seal of the preparing engineer or surveyor. B. The name and address of the firm and individual preparing the drawings on the title sheet. C. The constructed location of all items associated with each facility, and the inspection records to verify proper dimensions, materials and installation. The items include, but are not limited to the following: 1. Inspection Records and photographs for pipe trenches and bedding, including underdrains. 2. Video Pipe Inspection for any pipes which are not accessible or viewable. 3. Updated Location with geo-coordinates of all facilities. 4. Verified Drainage Area maps for the drainage area treated, and for drainage to the facilities. 5. Current physical and topographic survey for all earthen structures. Ponds should include a survey of the pond bottom. Surveys should verify pond volumes are per design. Corrections may be required for alterations from the design. 6. Plants, location and type. 7. Plans and profiles for all culverts, Pipes, Risers, Weirs and Drainage Structures - Display the 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. 8. Computations: For significant deviations from design, provide sealed computations verifying that the as -built condition is equivalent or better than design. 9. Ditch Lines - Display the constructed location of all ditch lines and channels, including typical sections and linings. 10. Easements - Show all platted easements with dead book references labeled. Facilities and drainage must be within platted easements. Provide copies of recorded documents. 11. Guardrail, fences or other safety provisions - Display the constructed location of all safety provisions; fences, guardrail, including the type, length and applied end treatments, compared to design. 12. Material layers - biofilter media, stone layers, sand layers, keyways and cores must be verified as to material types and depths. Include inspection reports, boring or test pit reports and materials certifications. Biofilter media must be an approved state mix. 13. Access roads - show location of access roads, surface treatment, drainage, etc, as applicable. 14. Compaction reports are required to verify fill compaction in dams. 15. Manufacturers certifications for proprietary BMP's certifying proper installation and functioning. -11 ASPHALTIC CONCRETE SURFACE :OURSE - SM-9.5A "TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION ^" ASPHALTIC CONCRETE SURFACE :OURSE - SM-9.5A "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 NON -SLIP BROOM FINISH VARIABLE WIDTH' MAX. CROSS SLOPE 2% ZCO'MPACTED SUBGRADE 4" 3,000 PSI AIR -ENTRAINED CONCRETE 4" TYPE 21 B STONE COVER NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. LT CLINT W. S FFLET >� Lic. N 54Jlf9 a 00 111812023 Sr M E 0 0 u N � N 0 > E w v E �Uv� Q LL 3 p LL O- wO `mom 0 L f"l < LU V oo W J —N M d (A N W B� Z~ x oa =LL U-)_ N Fv> c Lr' 0 N W M a� o w � H vi M O x c� 0 0 x p W W x U Z O in 0 0 "' " DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS I • • CONCRETE SIDEWALK PAVEMENT SECTION No Scale rA AL Z O a_ U V U) w p Z O N w w a p DATE 0111812023 DRAWN BY B. PERDUE DESIGNED BY B. PERDUE CHECKED BY C. SHIFFLETT SCALE N/A SIGNAGE NOTES: 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY REVISION THERE TO: A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. 0 D. THE 2000 INTERNATIONAL FIRE CODE. 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE Q V) FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER J Z I --I CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN J (D Q NOTE 1 ABOVE. J > 1 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND LLi w INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND = � INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. Q Q zw mQ SOLID WHITE LINE 24" ~� Q STOP `�P' �0 w o�P =0o 12' � O Z STD. (VARIES) U R1-1 NOTE: STOP SIGNS TO BE 30" WITH STOP BAR DETAIL HIGH INTENSITY SHEETING NO SCALE 0 SOLID WHITE LINE 6' 6' (TYP.) (TYP.) STRIPING AND SIGNAGE DETAIL — No Scale JOB NO. 56727 SHEET NO. C1.0 L UNPAVED SURFACE I PAVED SURFACE BITUMINOUS LOAM AND SEED PAVEMENT PATCH. AS SPECIFIED (SEE P1.0 OR P1.1) 12" SELECT FILL VDOT # 21A COMMON FILL 24" MIN SEE NOTE 1 SELECT FILL ''';y' 12" VDOT #57 CRUSHED STONE PLACED AGAINST UNDISTURBED SIDES AND BOTTOM OF TRENCH TO SPRINGUNE OF PIPE " MIN BEDDING BELOW OUTSIDE 1 UNDISTURBED EARTH DIA OF PIPE DUCTILE IRON PIPE NOTES: 1. MAINTAIN VERTICAL TRENCH WALLS FROM BOTTOM OF TRENCH TO 24" ABOVE CROWN OF PIPE. TRENCH WIDTH IN THIS AREA: PIPE O.D. + 24". 2. FOR EXCAVATIONS OVER 5 FT. DEEP, SLOPE TRENCH WALLS AS REQUIRED AND/OR PROVIDE OTHER SAFETY MEASURES IN ACCORDANCE WITH OSHA GUIDELINES. 3. ROCK SHALL BE REMOVED TO A MINIMUM OF 6-INCH CLEARANCE AROUND THE BOTTOM AND 12-INCH MINIMUM CLEARANCE TO THE SIDES OF PIPE. 3/4" x 3/4" x 1" TEE 8 3/4" TYPE "K" SOFT COPPER II � 1" TYPE "K"� SOFT COPPER 8 SINGLE SERVICE DUAL SERVICE NOTES: 1. THE SERVICE LATERAL, 1/4 BEND COUPLING, AND CORPORATION STOP SHALL BE THE SAME SIZE AS THE COPPERSETTER, EXCEPT AS NOTED ABOVE. 2. METER TO BE INSTALLED BY THE CITY. 3. INSTALL WARNING TAPE WITH SERVICE LATERAL. 4. CORPORATION STOPS THREADED INTO IRON PIPES, FITTINGS, OR SPECIALS SHALL HAVE THEIR THREADS WRAPPED IN TEFLON TAPE PRIOR TO ASSEMBLY. 5. TAPS SHALL NOT BE MADE WITHIN TWO (2) FEET OF A BELL JOINT, FITTING, OR OTHER TAP. 1/4 BEND COUPLING 36" MIN LOCKWING 16"-20" ANGLE VALVE TYPE "K" SOFT COPPER \ / � CORPORATION STONE DUST WATER �� STOP (VDOT M-10) UAW - METER COPPERSE17ER ' BRICK AS 4" STONEJ NECESSARY BEDDING - VDOT #57 CRUSHED STONE (2 PLACES) ���pLTH p�rrrr CLINT W. c��7S FFLET >: \6" Lic. N 54380 aC � 0;COVER LIFT NOTCH �G`,�, 1/4" METER BOX CAST IRON LIDS rr.r�OM1AL � %14 0 O 6" EXTENSION 12 3/16"- CARSON 2200 SERIES NOTES: 1. UNPAVED AREAS (PREFERRED LOCATION): PLASTIC BROOKS 2200 SERIES WITH 6" EXTENSION OR APPROVED EQUAL. 2. PAVED AREAS (ALTERNATE LOCATION): CAST IRON BINGHAM AND TAYLOR NO. 6015-B OR APPROVED EQUAL. USE 6" OF BRICK AND/OR BLOCK TO INCREASE DEPTH TO 24". 3. LID MUST BE CAST TO ACCEPT AN ITRON, INC. WATER ERT METER MODULE. LREVISION 2U1L CITY STANDARDS JAN 2U12CITY STANDARDS JULY 2U11 CITY STANDARDS PIPE TRENCH UNIVERSAL METER BOX - 5/8" AND 1" o ° CITY OF CHARLOTTESVILLE STANDARD SUBGRADE -TYPICAL a ° CITY OF CHARLOTTESVILLE SERVICE LATERAL - TYPICAL ° CITY OF CHARLOTTESVILLE METERS DATESCALE: N.T.S. STANDARD NUMBER: W 1.0 u REVISION DATE SCALE: N.T.S. STANDARD NUMBER: W 5.0 REVISION DATE SCALE: N.T.S. STANDARD NUMBER: W 6.0 UNPAVED SURFACE PAVED SURFACE AVAILABLE IN 4" TALL FRAME LOAM AND SEED BITUMINOUS 5/8" RAISED LETTERS AS SPECIFIED PAVEMENT IN RECESSED AREA PATCH FRAME & COVER MACHINED p 10" GEVEL --l1/4"1­---5/4"� S.S. BAR 12" SELECT FILL 3/16 0 0 .:`_ ` VDOT # 21A 4� COMMON FILL "`' , 3/16 0 0 HOLES CUT AND REMOVE 24" MIN 1/4" SERVICE LATERAL MIN VDOT #57 CRUSHED STONE SEE NOTE 1 OF 3' FROM MAIN. PLACED AGAINST UNDISTURBED ':':':' 12' WATER TIGHT DETAIL r----- ,z?/A+'.'•:'•;'•:'•:: .. ik (RUBBER GASKET) SIDES AND BOTTOM OF TREND '''" UNPAVED SURFACE PAVED SURFACE CLOSED '��. ,, 6"-8" MIN BEDDING Y7 3/4"0 CORP STOP - BELOW OUTSIDE `~�---'-� UNDISTURBED EARTH DIA OF PIPE BITUMINOUS 3 13/16" 26 1/4-0 i LOAM AND SEED AS SPECIFIED PAVEMENT 1 3/8" PVC PIPE PATCH 26" 7 1/2" IF COPPER SERVICE LINE, ;::r..;: _ :.:: 5/8" DIA. X 24"0 CRIMP AND BEND OVER CUT 12" SELECT FILL ',:' ,'' VDOT # 21A 3" LG. SS 1 5/8" 34"0 WATER 3' MIN MAIN-)5 END OF SERVICE LATERAL. COMMON FILL .:':` IF GALVENIZED SEAL END NOTES: �� CROSS SECTION PICKBAR DETAIL WITH NON -SHRINK GROUT 1. MAINTAIN VERTICAL TRENCH WALLS FROM BOTTOM OF �T' e x«• 24" MIN OR FOAM. TRENCH TO 24" ABOVE CROWN OF PIPE. TRENCH SELECT FILL 12" SEE NOTE 1 WIDTH IN THIS AREA: PIPE O.D. + 24". r NOTES: 2. FOR EXCAVATIONS OVER 5 FT. DEEP, SLOPE TRENCH VDOT #57 CRUSHED STONE 1ALL MANHOLES WITHIN THE 100-YEAR FLOODPLAIN OR WALLS AS REQUIRED AND/OR PROVIDE OTHER SAFETY PLACED AGAINST UNDISTURBED LOCATED IN AREAS SUBJECT TO LOCALIZED FLOODING NOTES: 6"-8" MIN BEDDING MEASURES IN ACCORDANCE WITH OSHA GUIDELINES. SIDES AND BOTTOM OF TRENCH . ARE TO HAVE WATERTIGHT FRAMES AND COVERS. 1. METER TO BE REMOVED BY THE CITY. BELOW OUTSIDE 2. CORPORATION STOPS SHALL BE COMPLETELY CLOSED AND CHECKED FOR 3. ROCK SHALL BE REMOVED TO A MINIMUM OF 6-INCH UNDISTURBED EARTH DIA OF PIPE 2. STANDARD 24" X 7" TALL MANHOLE FRAME AND COVER LEAKS. LEAKS SHALL BE REPAIRED PRIOR TO BACKRLL. CLEARANCE AROUND THE BOTTOM AND 12-INCH MINIMUM ASTM A-48 CLASS 35B/AASHTO M105 ITEM CLEARANCE TO THE SIDES OF PIPE. DUCTILE IRON PIPE #MH-3000*WT OR APPROVED EQUAL. JAN 2012 CITY STANDARDS JAN 2012 CITY STANDARDS JULY 2011 CITY STANDARDS SERVICE LATERAL PIPE TRENCHING AND WATERTIGHT MANHOLE CITY OF CHARLOTTESVILLE ABANDONMENT ° CITY OF CHARLOTTESVILLE BEDDING - TYPICAL CITY OF CHARLOTTESVILLE FRAME AND COVER REVISION DATE SCALE: N.T.S. STANDARD NUMBER: W 7.1 REVISION DATE SCALE: N.T.S. I STANDARD NUMBER: WW 1.0 REVISION DATE SCALE: N.T.S. I STANDARD NUMBER: WW 2.5 /-"WYE" TYPE FITTING, TEE BRANCH SHALL BE SAME SIZE AS LATERAL I w PLAN � A ELEVATION NOTES: 1. USE DUCTILE IRON PIPE FROM SEWER MAIN TO CLEANOUT IF LESS THAN 3.5 FT. COVER EXISTS. 2. SEWER LATERAL TAPPED INTO EXISTING SEWER MAIN SHALL BE CONNECTED USING A ROMAC PIPE SADDLE (STYLE SIB) OR APPROVED EQUAL. ALL TAPS SHALL BE CORE -DRILLED. 3. LATERAL SHALL NOT PROTRUDE INTO SEWER MAIN. OUT 4, WHERE THE DISTANCE "A" IS SUCH THAT RAWING WW 5.1 MORE THAN ONE PIPE JOINT IS REQUIRED AND THE PIPE SLOPE EXCEEDS 20% SLOPE 1/4" PER FT MIN.; CONTRACTOR SHALL PROVIDE ANCHORAGE IN 12" PER FT MAX. ACCORDANCE WITH DRAWING WW 6.0. PIPE BEDDING 5. SEWER LATERAL CONNECTIONS INTO EXISTING MANHOLES SHALL BE IN ACCORDANCE WITH DETAIL DRAWINGS WW 2.0, WW 2.1, WW 2.2, OR WW 2.3 AS APPLICABLE. 6. IF MAIN LINE IS LINED, SEE DETAIL WW 5.2. NOTE: CLEANOUTS IN PAVED OR CONCRETE SHALL BE TRAFFIC RATED. SQUARE LAMPHOLE COVER MECHANICAL PLUG NEENAH OR EQUAL GRADE 12" 3000 PSI CONCRETE i (PRIVATE PAVED DRIVEWAYS 8" ONLY) TYP. CONNECTING PIECE (LENGTH VARIES) 45' BENDS \ WYE OR CLEANOUT TEE VDOT .# 57. CRUSHED STONE \ SEWER LINE NOTE: CLEANOUT TO BE SAME SIZE AND MATERIAL AS SEWER LINE. JAN 12ul1 CITY STANDARDS JAN 12ul1 CITY STANDARDS � CITY OF CHARLOTTESVILLE SEWER LATERAL CONNECTION -TYPICAL � o ° CITY OF CHARLOTTESVILLE CLEANOUT DETAIL RFVISIDN DATF SCAI F N T.S. STANDARD NIIMRFR• WW S D RFVISIDN DATF SCAI F N T.S. STANDARD NI IMRFR• WW 5.1 VDOT DETAILS LEGEND STANDARD TITLE PAGE CG-2 STANDARD 6" CURB 201.01 IS-1 STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS 106.08 DI-1 STANDARD DROP INLET 12" - 24" PIPE 104.01 CG-9 STANDARD ENTRANCE GUTTER 203.02 NOTE: IT IS THE CONTRACTOR'S RESPONSIBILITY TO REFERENCE CURRENT DETAILS IN THE VDOT ROAD & BRIDGE STANDARDS. M E O O U N � N Q O > E v E w �W .v.w3 Q LL 3 p LL O- wO `mom j V oMo z o - n .. O rn P C7 Lu "4 a w v 30'x U) w Ln i v ry z O Fv> U) w w W M � 00 M O c� 0 O p w w w H a z O M 0 O DATE 0111812023 DRAWN BY B. PERDUE DESIGNED BY B. PERDUE CHECKED BY . SHIFFLE7T SCALE N/A Q J z H J (� � < J ~ 2 > w W Q Q Q zw mQ H� Q LL O Lr) Lu = z O 0z L JOB NO. 56727 SHEET NO. C1.2 ALBEMARLE CITY OF CHART \ � h h O \ \ CITY TAX MAP g3cI20000 � N/F THOMAS E & `d \ FRANCES D HUCHES co DB 513 PG' 129 I \ DB 418 PC 179 PLAT Z N l/ :MOVE PORTION OF CURB & SIDEWALK REMOVE EXISTING INLET - & CURB TO REMAIN y. REMOVE 15" RCP EX. 8"RCP SANITARY GAS \ EX. CONCRETE J COUNTY TMP \ OPEN CHANNEL y 1 062AI-02-00-o1>60 REMOVE AND PINE HAVEN 1 I REPLACE CONDOMINIUMS 1` HANDRAIL DB 3244 PC 339 PLAT \ REMOVE 15" / CULVERT / � I / REMOVE \ GARAGE t \ REMOVE F� \ EXISTING \ REMOVE HOUSE FRAME \ BUILDING REMOVE Sr LINE / REMOVEME WL, WATER / Ll LWI 14 ki �EmllOp J&Vjrl,,� • • REMOVE Z SAWCUT (TYP.) / WATER METER / -�. 6" SSWR \ I \ \ \ 1 LINE TO BE \ \ EX.MH A b_ ABANDONED S� G——G-----G----- ---r-- k 1 I ALBEMARLE COUNTY n?I CITY OF CHARLOTTESVILLE a, 2I I a AI < I 1 E%\ X� REMOVE PAVED ENTRANCE REMOVE AND% REPLACE\ / HANDRAIL J / r COUNT�T P 06�1--'02-00-00800 S&J LLC DB 5268 M 91,4' / ZONED-• RESIDENTIAL/ 0.930 ACRES/ �6 / � f REMOVE AND " \ �C \ X. RELOCATE REMOVE 15" RCP —w----}✓—�— �� ��--w I�JE EX. 8" WATER L, / � SAWCUT (TYP.) DEWCE LANE 66 ' R/W "s� Q �' —G----\ G� EX2"GAS G---- —G--- EX STR-I EX.SIDEWALK WI HANDRAIL i REMOVE DRIVEWAY APRON I \I Jl - � OHP� SAWCUT (TYP.) � O I O N ` b x `a NCO �y \ I �, •RCP gTR-3 P \ OH _ P� EX STR-2 I \ m \ x I \ \ \ 1 LEGEND: REMOVE HARDSCAPE & GRAVEL I7 REMOVE CONCRETE CLEAR AND GRUB WOODED AREA j REMOVE ASPHALT (9) REMOVE TREE — — SAWCUT SCALE 1"=20' / 0 20' 40' \ \ I �,lj,ppLTil ()0•0•, I� S CLINT W. S FFLET a • Lic. NorS4380 4 111512023 k+�= NA N z 0 DATE 0111812023 DRAWN BY B. PERDUE DESIGNED BY B. PERDUE CHECKED BY C. SHIFFLETT SCALE 1 "=20' Q z H z o JW J > 0 H� w -1 06 ~w zzm �--� Q O LL o �_ O _� z z o /0 V H X w JOB NO. 56727 SHEET NO. C2.0 L CITY TAX MAP 43CI20000 N/F THOMAS E & FRANCES D 1YU67HES DB 513 PG' 129 DB 4I8 PC 179 PLAT — SAN-aw- —G_ — - 61 'y I 'y Iw M N �1I � M � lqt °O 0 M o v MIO_ F1,381 �I� Z OOR I 5'FROINT 20' PUBLIC I I SETBACK DRAINAGE 't ate:::;:;:,;.;: (TYP.) EASEMENT MA 62.00' LOT 2 1,381 SF/FLOOR 2' (TYP. � «' ' `♦' 3/4" WATER E ««« «"« SERVICE (TYP.) I ♦ 8" PVC EX. 8" DIP EX. WATERLINE SANITARY SEWER IG— - — —G— — - — —G— — - — — I— — - —G— — - z i I I Iw 041MN M ILO 0 I In COUNTY TMP 062AI-02-00-01160 PINE HAVEN CONDOMINIUMS DB 3244 PC 339 PLAT 62.00' 20' REAR SETBACK (TYP.) 10' SIDE SETBACK (TYP.) LOT 3 1,381 SF/FLOOR Iw M I M N LO M I-41 0 62.00' S79' 14'59"W 62.00' 10' LOT 4 1,381 SF/FLOOR CLEANOUT 5' SIDEWALK CG- _ w _w — 3' (TYP.)T \ R5.5' `4" SANITARY 8" PVC SEWER SANITARY LATERAL (TYP.) SEWER DENICE LANE 66 ' R/W -G-----G-----G-----G— ALBEMARLE COUNTY CITY OF CHARLOTTESVILLE Iw M 0 1U) T— LOT TABLE LOT SF AC LOT WIDTH AT BUIDLING SETBACK (FT) 1 8074 0.185 62.0 2 8080 0.185 62.0 3 8076 0.185 62.0 4 8072 0.185 62.0 5 8422 0.193 73.0 LEGEND: CONCRETE SIDEWALK LIGHT DUTY ASPHALT 1 / HEAVY DUTY ASPHALT �\ \ — OHP� LOT 5 \ 1,381 SF/FLOOR \ m j _ I \ 5'FRONT SETBACK (TYP.) U CG-9B II \ ENTRANCE EX. 8" DIP \ (TYP._ I WATER LINE \ - —G— SCALE 1"=20' 0 20' 40' I%,CpkLTH ()�o000 CLINT W. S FFLET i Lic. Nar54380 4 111512023 k+�= M E O O rn u N Vi N Q � > E W E Lu 7 Q LL U. W 0 " { W L M J U m -J—u N U W U1 � 0 X N LL 0 Q Ln _ � N F U Q c L^ 0 O N � M OJ J �w vi 0 x c� 0 H 0 w w_ x U Q Z 0 Ln > 0 N Z 0 DATE 0111812023 DRAWN BY B. PERDUE DESIGNED BY B. PERDUE CHECKED BY C. SHIFFLETT SCALE 1 "=20' Q Q a J (D � J > = -i h-I (Y Q zw 0'] o I --I Q z LL Q 0� 00 U Q J JOB NO. 56727 SHEET NO. C4.0 L LEGEND: CONCRETE SIDEWALK \ \ \ \ \ LIGHT DUTY ASPHALT HEAVY DUTY ASPHALT J \ \ I COUNTY 06 I \ PINE H,4VE-ff CONDOMINIUMS \ DB 3244 PC 339 PLAT J ALBEMARLE COUNTY _V v V v CITY OF CHARL a TESVILLE � b � O oo v mb a \ \ CITY TAX MAP \ \ \ \ \4i A—co� 4C120000 Ix- 4 N/F THOMAS E FRANCES D 1YU67HES co DB 513 PG' 129 co x I DB 4'18 PC 179 PLAT I a 474 � \ I \ LOT 1 I6 LOT 2 472 LOT 3 474 LOT 4 A��O LOT 5 oi6 y / \ 1,381 SF/FLOOR A6i� 1,381 SF/FLOOR 470 1,381 SF/FLOOR 1,381 SF/FLOOR 1,381 SF/FLOOR \ / I FFE=472.00 FFE=476.00 FFE=479.1 ,�,) FFE=481.5 �R FFF=AR i n y, SCALE 1"=20' / 0 20' 40' \ \ I ��pLTil ()Fooa a CLINT W. S FFLET a Lic. N 54380 4 I / 18/2023 M E O � O N Vi N C > E W � Q U. O 0 W W o p ^y <,y LM Q J U m Z O (� to W ON d N � J K ?i N X iQy W Lnx =N z =U>� O_ �N o N i M 0� 00 M 0 H 0 W L W z O (n DATE 0 0111812023 } DRAWN BY B. PERDUE • DESIGNED BY • B. PERDUE • CHECKED BY • C. SHIFFLE7T SCALE 1 "=20' 0 z Q J a /^\ Q w J Q J; z tJ � �/q ^� w J (Y zw a z Cr) Q O r _5 z O I —I U Q �Q ILLn V JOB NO. 56727 SHEET NO. C5.0 5 a d c L �t,LTil � loo rafp)Foo� E STA 10+00.00 TOP 455.89 STA 12+g2.47 'C L I N T W. INV IN 446.91 (1) 4 TOP 469.44 INV IN 445.91 (EX. WEST) INV OUT463.40 (2) $ FFLET a 475 INV OUT 445.71 (EX. SOUTH) 475 �• a Z Z Lic. N. SIJs6 4• z z �I/18/2023 X m . o u~i W � W . o � W W o �:..'o ����1G 2 W 2 M F Q ~ fn ~ I� Q ~ (n F _ L o Q Q o J Q Q H �_ OD F 47 LL lY J LZ' N IL lY J N 00 N °oN rn u)0) C'i 00,p ILoc NLq 0(7CD a0N M U�O°ONLo �no)MLo Lo Z2'N� cl OtY�fcow Z2(O� OtYaO°Dco M� r� n a p ❑aLo = ❑�Lo N Z Lo �Lo I cliLo N It C] N(p l L] M(O� N C 0 O N z V Z_ 0 z I I N Z � v 0 ¢ p OFp» NFO» $� �O �$� HO» 00t HCL o~ �0� � E 475 �UPz z oUFz z m� mHz z om m� �� Utz 475 w Lu LL o 3 ow- w 0m y U M J U m Z � — in O d - oN v a (� W N� � H U 3 0 N x n J LL W oa = �x =N z =U �� O_ 10 F c V; 00 N M � a� co 0 x c� 0 w cs oc w W cs Q z O �n DATE 0111812023 Of Of w of 0 DRAWN BY B. PERDUE • DESIGNED BY • B. PERDUE • CHECKED BY 9+50 10+00 11+00 12+00 13+00 13+50 9+50 10+00 11+00 12+00 13+00 14+00 EX. STR. TO STR. 2 STRM 100 : • C. SSCALE 7T HORIZ SCALE: 1"=50' HORIZ SCALE: V=50' SCALE VERT SCALE: 1 "=5 H: 1 "= 5 ' VERT SCALE: 1"=5 � V. 1" = 5' z mW <Q a � 0 114: 24" NYOPLAST BASIN O} m u' co � u�i (STANDARD GRATE) m nn7 v Z Q o+ of u) H STA 10+21.08 z v z TOP 458.81 N o i� H Q a > 0j INV OUT 455.42 (113) o o v 202: 24" NYOPLAST BASIN 470 ai z ? 470 0 0 (STANDARD GRATE) � � v STA 10+23.13 H v Z TOP 471.07 m < a0 j INV OUT 467.76 (201) 480 m ~ z 480 W J aLL 0 V / z J a ~� W a J 10 i--i z zW m H� 0 L o z Oz = O U O 0 W 9+50 10+00 11+00 9+50 10+00 10+75 STRM 200 UGD TO STR 118 HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 5 JOB NO. 0 56727 0 50 PROFILE SCALE SHEET NO. C7.0 2 STA 10+94.47 n TOP 460.59 / INV IN 454.70 2) / 470 INV OUT 454. 0 (1) 470 STA 10+75.45 / S 12+77.86 3/4" WATER SERVICE / 3/4" W TER SERVIC STA 11+54.72 3/4" WATER SERVICE � 465 465 EXISTING GRADE PROPOSED GRADE / MIN. � COVER STA 10+84.55 3/4" WATER SERVICE 460 2.51' 460 .51' STA 10+49.53 2 OF EX. 8" DIP WATER LINE � 455 1.91' 455 1.76' 450 450 OQ � � 445 445 NF j onipdopd �} J J- pa c��ipa Je �Je 0OJ0_ � + J� � J� + J� J� p J Q � Q Q � Q a w a w w a w 44p .� 440 � ~ � J � J J � J J W W W W U U U U U w vWi uWi ai uWi 435 rn 435 i J PROPOSED 470 i GRADE 470 EXISTING GRADE / PROPOSED GRADE 465 465 "SANITARY � LATERAL � 2.38' CROSSING � �P) I 1.75' 460 460 1.66' 2.06' MIN. COVER UG B 455 — — — 1.16' 100. 0' OF 455 *035 �050% UGD A 10 101 28.61' OF g5.00' OF 14 47' OF 55.57' OF 15" RCP 42" CMP 105 15' HDPE 450 15" RCP 9.98' OF 450 EX. 15" HDPE (d10.67°k 15" HDPE (� 7.89°k 445 445 PROPOSED GRADE 475 475 EXISTING GRADE a7o a7o 1.87' MIN. 201 COVER 3.13' OF 465 RCP 465 � 1.05°k 460 460 EXISTING GRADE 465 465 PROPOSED � GRADE 460 460 z.oa' 455 MIN. COVER 455 48" CMP UGD 113 13.51' O 15" HDPE 450 � 2.00% 450 111 2.68' OF 15" HDPE 2.00% 445 445 L