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HomeMy WebLinkAboutSDP202200007 Plan - Revision 2022-11-07LEGEND ROADS mSTORM PIPE & STRUCTURE NO. �® DROP INLET & STRUCTURE NO. CURB 0 CURB & GUTTER BENCH MARK CLEARING LIMITS - - 200 - -- EXISTING CONTOUR 200 PROPOSED CONTOUR + 240.5 EXISTING SPOT ELEVATION TC 240.5 PROPOSED SPOT ELEVATION (D PARKING COUNT SEWER -S----cs) EXISTING SANITARY SEWER I AI Arr-D EXISTING WATER LINE GRADING TC = TOP OF CURB BC = BACK OF CURB EP = EDGE OF PAVEMENT TW = TOP OF WALL BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 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) COUNTY OF ALBEMARLE Department of Community Development h 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. GENERALNOTES BLASTING NOTES 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. 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. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. PRESENT DURING CONSTRUCTION OF DAMS. 4. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER 5. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN 6. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 7. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY ALBEMARLE COUNTY FIRE PREVENTION NOTES 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 1. SMOKING SHALL BE PROHIBITED IN AREAS WHERE SMOKING MAKES CONDITIONS A HAZARD AND THESE AREAS SHALL BE AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. DESIGNATED WITH "NO SMOKING" SIGNS PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE. 8. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. PRIOR TO TYING -IN 2. AREAS WHERE SMOKING CAN OCCUR SHALL HAVE APPROPRIATE RECEPTACLES FOR DISCARDED SMOKING MATERIALS PRIVATE STORMWATER PIPES, VIDEO INSPECTION OF EXISTING STORMWATER PIPES IS REQUIRED TO CONFIRM PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE. CONDITION. 3. PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE, VEHICULAR ACCESS FOR FIREFIGHTING SHALL BE PROVIDED AT 9. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. ALL CONSTRUCTION AND DEMOLITION SITES. PROVIDE ACCESS TO WITHIN 100' OF TEMPORARY OR PERMANENT FIRE PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT DEPARTMENT CONNECTIONS AND HAVE NO OVERHEAD WIRING OR OTHER OVERHEAD OBSTRUCTIONS LOWER THAN 13'-6". STANDARDS AND SPECIFICATIONS. THIS ACCESS MA BE VIA PERMANENT OR TEMPORARY ROAD, BUT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS IN 10. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING ALL WEATHER CONDITIONS. DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 4. CONTRACTOR SHALL ENSURE THE STREET NUMBERS ARE PLAINLY VISIBLE FROM THE FRONTAGE STREET DURING 11. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. CONSTRUCTION PER THE VIRGINIA STATEWIDE FIRE CODE. 12. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 5. AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL BE IN PLACE AND AVAILABLE AS SOON AS 13. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE COMBUSTIBLE MATERIALS ARRIVE ON SITE. RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL 6. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF EACH DAY AND DISPOSED OF ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. THE ENGINEER. 7. FIRE EXTINGUISHERS SHALL BE PROVIDED, ON ALL FLOOR LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED 14. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF (WITH NOT LESS THAN ONE APPROVED FIRE EXTINGUISHER AT EACH STAIRWELL), IN EVERY STORAGE AND CONSTRUCTION CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT SHED, AND IN AREAS OF SPECIAL HAZARDS, SUCH AS WHERE FLAMMABLE AND COMBUSTIBLE LIQUIDS ARE STORED OR FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT USED, IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE 8. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL COMPLY WITH THE VIRGINIA STATEWIDE FIRE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE PREVENTION CODE AND SHALL REQUIRE A PERMIT FROM THE ALBEMARLE COUNTY FIRE MARSHAL'S OFFICE. DEVELOPMENT. 15. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) 16. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 17. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 18. 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). 19. 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. 20. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 21. 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). 22. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 23. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 24. 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. 25. 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) 26. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (N/A) 27. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 28. 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) 29. 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. 30. 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 Al17.1-03. 31. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 32. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 33. 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. 34. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 35. 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 AN 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. ACCESSIBLE PARKING SPACES, ACCESS AISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI Al17.1-09 AND THE 2015 VIRGINIA CONSTRUCTION CODE. 36. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 37. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3580 x131. 38. ALL WATER, SEWER, AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ACSA PERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN(S). THE ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT ACBID DOES A VISUAL INSPECTION AND WITNESSES THE TESTING OF THE BUILDING DRAIN WATER SERVICE PIPE, AND THE SPRINKLER LEAD-IN CONNECTION. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE UPDATED ALBEMARLE COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR ACRID. THIS INCLUDES BUILDING SEWERS, WATER AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE METER(S)/BUILDING(S). THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. 39. CONTACT ACSA 3 DAYS PRIOR TO ESTABLISHING A CONNECTION TO THE ACSA WATER MAIN. 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. i% 4666 LT N F rr� CLINT W. 7 S FFLET >� Lie. M 54380 k 10-31-2022 M E 0 o N � N Q O > E w v E >: w v 3 Q LL o 3 p LL - w0 `mom J U OMO J -u d (A N (A N U W U Ir �0'x p a v c FvaM c Lr' 0 00 � M no O ce 0 Z O a_ U U In ILn O W W W m W O O O a a a ti W W W W In IuR u Q W N N N N W \ \ \ ti F " Q "4O M Q ti p 4 O O Ic��c�ti DATE 21212022 DRAWN BY K. FLYNN DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N/A LU ( V a �1_4 J O > LU LIB } Q J o C) W U Z w N Lu Q � z U JOB NO. 48757 SHEET NO. C1.0 co L m �j,jk% 4,6pLT N (100rr� EXPANSION JOINT WITH TOP OF CURB R=2" PREMOLDED EXPANSION 1/4" SEALANT FILLER, "ZIP STRIP" OR 4�� C , NON -SLIP BROOM FINISH EQUIV., SEAL WITH / / CLINT W. C WWF 6x6 W2.9xW2.9 SILICONE SEALANT . 2 /j/j/ ° 6 / / ° � ����\� Li S FFLET >� - IL M S11 10" 3,000 PSI AIR ENTRAINED PORTLAND CEMENT CONCRETE . / \�� \�� < ri SURFACEss . 44 0-31-202 12 18 d • 1OAAIL 0 0 0 0 0 0 0 0 6"TYPE 2IASTONE COVER •••••�tt1�t���, M j ��\ j/,���\y COMPACTED SUBGRADE (CBR 11.2) \/j\/j\ a.°, VDOT A-3 CONCRETE O N o SUBBASE N � E DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS w ° E CONTINUE 21B STONE BASE FROM Lu N ¢ LL o 3 HEAVY DUTY CONCRETE SECTION ADJACENT PAVEMENT SECTION o U.— UNDER CURB, 6" MIN. DEPTH W L ~ No Scale a J —Li VDOT STANDARD CG-2 CURB " °' N P d (A N Z I' a M a No Scale SIGN 1 .5 LL v o Ln STD. U POST u�i X v ry z z z z W GALVANIZED F ¢' OLu Lu 411 2 R crn N^ U) w OOOZ a . CONC CURB AND GUTTER CLASS 3A, v M o_ � U � U � U � z W �/ (fc=3,000 PSI) CONCRETE o H > 6" > 0aU > 6'-8" MIN.":1' _► / d a° aaaz 2 Ui 13" REFER TO VDOT STD STP-1 DETAIL �/ a a`° a 4 a .. a° ° 7" O W W W Lu FOR MOUNTING REQUIREMENTS d a \ a.. " ' °: ° a' L W W W a,° ° / °. ° O Q LuEX/ST GRAD METAL INSPECTIONFRAME W/SOLID LID (NEENAH R-1975 OR EQUIVALENT) va 4 a _ - 3" CONCRETE COLLAR o w N N ry N ry N N N RUSHED STONE BEDDING �: � � �: 6' MIN. o o ° H = w 6" DI CLEANOUT Q O O O �V �V �V �\ V �\ . A �V �V �V �V �\ 6„ 6„ 2'-0„ z O DATE CONTINUE 21B STONE in COMPACTED BASE FROM ADJACENT > SIGN AND POST DETAIL PLD SUBGRADE PAVEMENT SECTION O 2 2/2022 / OFLINE UNDER CURB > No Scale DRAWN BY AWED FESEMD CLEANOUT DETAIL K. FLYNN VDOT STANDARD CG-6 CURB & GUTTER No Scale PAM PAM • • DESIGNED BY C. sHrFFLErr No Scale SIGNAGE NOTES:m m • CHECKED BY _. — 2" ASPHALTIC CONCRETE SURFACE 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY PB�ALTY P�LTY COURSE - SM-9.5A • • C. SHIFFLETT SCALE $M-$WDRE $M goo RE � REVISION THERE TO: A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. TOW AWAY ZONE TOW AWAYZOhE 8" TYPE 21-B AGGREGATE SUBBASE COURSE • B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. o 0 0 0 0 0 • VAN '\//\//\//\//\//\//\/\//\ C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. 6'-8" MIN. A 6'-8" MIN. ABOVE ABOVE COMPACTED SUBGRADE D. THE 2018 INTERNATIONAL FIRE CODE. FINISHED FINISHED (PER GEOTECHNICAL REPORT) 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE GRADE GRADE FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING NOTE 1 ABOVE. SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL LIGHT DUTY ASPHALT PAVEMENT SECTION 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE. INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND VA. SIGN FOR THE DISABLED ON 0.80 GAUGE No Scale INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. SOLID WHITE LINE 24" STOP (TYP) 2" ASPHALTIC CONCRETE SURFACE COURSE EDIA 5A 3" INTERMEDIATE BASE COURSE - BM25.OA 0 PARKING SIGNS FOR THE DISABLED No Scale uj 0 0 0 (D 12' STD. 8" TYPE 21-B AGGREGATE SUBBASE COURSE Q (VARIES) R1-1 CONCRETE BUMPER BLOCK CONCRETE BUMPER BLOCK �% Q ANCHOR WITH 5/8" REBAR AS NOTED ON C4.0 & C4.1 IMBEDDED 24" IN GROUND HANDICAP SIGN O z NOTE: STOP SIGNS TO BE 30" WITH STOP BAR DETAIL HIGH INTENSITY SHEETING NO SCALE LOCATION (VAN) HANDICAP SIGN COMPACTED SUBGRADE GEOTECHNICAL REPORT) (E CE > Lu LOCATION (TYP.) (PER Ln } Q 2 2' 2k DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS LL r- SOLID WHITE LINE �} ~t _j 5 C)EOP FACE OF Lu O PAINTED o 18, 18, cuR6 HEAVY DUTY ASPHALT PAVEMENT SECTION In J Q No Scale PER 6 4 SPEC. PAINTED STRIPE Q z Lu Lu , ^ v W (TYPICAL) Q 2' 2' 8 5 8 8 8�� TYPICAL VAN NON -SLIP BROOM FINISH O O f�--�f— 4" DIAMETER STEEL (TYP.) (TYP.) ACCESSIBLE ACCESSIBLE 0� Z PIPE FILLED WITH HANDICAP SPACES REGULAR SPACE U CONCRETE. BOLLARD SHALL BE PAINTED STRIPING AND SIGNAGE DETAIL u MAX. CROSS SLOPE /oVARIABLE IOPE2 TYPICAL PARKING SPACE DETAILS YELLOW No Scale No Scale 4 PAVEMENT 1.5"-2" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A 2'-0" DIAMETER 7-1/2" 6' LENGTH 4" 3,000 PSI AIR -ENTRAINED CONC. FOOTING CONCRETE e .a' 6.. 5 COMPACTED' 4" TYPE 21B STONE COVER a EP o o EXISTING AGGREGATE BASE \//\\/\\// // // // // // // // //�i 0 0 0 0 o ANCHOR WITH REBAR IMBEDDED 24" IN6 GROUND; 5' \\ \\ \\ \\ \\ \\ \\ \\ \COMPACTED SUBGRADE 2 PER WHEEL STOP NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN 3.5' o 0 0 0 0 ACCORDANCE WITH VDOT STANDARDS. MILL AND OVERLAY SEQUENCE: ASPHALT. CT N ROLL TESOVE TXISTING EXIST EXISTING BASE THENPLACE COURSE. THEN \/ \ '//T// Joe NO. NEW ASPHALT SURFACE. DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS 48757 BOLLARD DETAIL CURB TRANSITION DETAIL MILL AND OVERLAY PAVEMENT SECTION PRECAST CONCRETE WHEEL STOP CONCRETE SIDEWALK PAVEMENT SECTION SHEET NO. Cl. 1 No Scale No Scale No Scale No Scale No Scale L GENERAL 1. METHOD "A" PIPE DEMAND SHALL BE USED FOR ALL TYPES OF PPE CULVERTS WHIM THE APPLICABLE HEIGHT OF COVER RANGE NOTED N THE STADND PC-1 TABLES UNLESS OTHERWISE NOTED N THE PLANS. 2. H •HEIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FINISHED GRADE. , 3. D - EXCAVATION DEPTH AS SHOWN N PENS N TO FIRM BEARING SM. �q CIRCULAR PIPE 1. D . OUTSIDE DIMETER OF PIPE. v- 2. d - INSIDE DIAMETER OF PIPE. $/ 3. X - WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE M. % - 12 WHERE d IS LESS THAN 36". % • 18" WHERE d IS 36" AND GREATER. 4. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL NAY BE ELMNAM FOR RMALISUNDER ROUTINE OFFENCE (EXCEPT PLASTIC I+PEI NOFOUNDATIONS AND LESS IN DIAMETER WITHHEIGHT NCOVERIS OR LELESS. S. REGULAR BADKFlLL MATERIAL MAY BE USED N LIEU OF CLASS I BACKF LL MATERIAL FOR ENTRACE PPE (EXCEPT PLASTIC FIRED DO" AND /• ALL FOUNDATION TYPES FOR ROUTINE lFSS N DAMETER ARM HEIGHT OF COVER R'GR am. , 6. BIDDING MATERIAL AND CLASS I BACKFILL MATERAL MAY BE ELIMINATED FOR SHOULDER SLOT NET Ol OUTLET PIPES INSTALUTINS. ELLIPTICAL PIPE 1. 51 - dITSOE SPAR DIMENSION OF PIPE. 2. S2 - NSDE SPAN DIMENSION OF PIPE. 3. R - OUTSIDE RISE DIMENSION OF PIPE. TRANSITION BETWEEN PIPE DIAMETERS WHEN IX . WIDTH OF CLASS IBACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. DIFFERENT SIZES OF % - 12" WHERE S2 IS LESS THAN W". APES ARE ENCOUNTERED. % - R" WHERE SiIS 36" MO GREATER 5. WFESE DEJECTED THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR / NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE WHERE 52 IS ]B" OR TOFCOVER LESS MD MIGHT OF LOVER 15'OR LESS. 6. REDEEM SMKFLL MATERIAL MAY BE USED IN LEU OF CLASS I BACKFILL MATERIAL FOR TYPE AN ERE S2 AND IS 38" OR LESS D ALL f S FOR ROUTINE ENTRANCE PPMEW NOTES' CON HEFREIGHTT OF GR COVER S'GR LESS. SHAPING OF ARMHOLE MO INLET INVERTS IN ACCORDANCE WITH THIS DRAWING S TO APPLY TO THOSE STRUCTURES SPECIFIED OF oI nlT FPE '- "NERT SECTION A -A METHOD OF TREATMENT IN DROP INLETS SLOPE TO DRAIN PIPE ARCH ONPLANSN WHERE INVEI(T OF PPE S ABOVE INVERT OF TO INVERT OF STRUCTUE. / OUTLET INK MMIRDUE OR DROP Ill 15 FORMED CONSTRUCTED L S. SPAN DEENNSIOF PPE. N ACCORDANCE CORN APPLICTIBLEwSSTANDARD OR SPECIAL MIAMNO. / n 2. R -ARSE DIMENSION OF APE. THE NVERT SHARING AS DETAILED HEREON IS TO CONSIST OF A / v PoRTLAD CEMENT CONCRETE MIX CONFORMING TO CLASS AT OR / 3. B - SEE PCI TABLE FOR MPIJCM_E PIPE MATENIII. CLASS CII EXCEPT THAT 25X OF COARSE AGGREGATE MAY SE V UP TO 4' N MAIETER AND CONSIST OF STONE. BROKEN BRICK, BRCOII CONCRETE N BROKEN CONCRETE BLOCK. THE SURFACE {. X WIDTH GR CUSS IBAGIfFLL MATERIAL BEYOND THE EIRFEMTY GR THE APE. SHALL BE LEFT SMOOTH BY MEANS OF HMO TROWELLING. NONE I I I X - 12" WHERE S2 IS LESS THAN W". OF THE COARSE AGGREGATE SHALL RDIAN EXPOSED. X . W WHERE S2 IS 36" AND GREATER ...':: n �: DETAILS OF NVERT SHARING AS SHOWN HEREON ME FOR EXAMPLE - 5. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL NAY BE ELIMINATED FOR PURPOSES ONLY. EACH MANHOLE N ADP INLET IS TO BE SHARED � NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE S2 IS W' N INDNDUILLY TO BEST FIT THE PARTICULAR INLET AND OUTLET LESS AND NONE OF COVER 15'OR LESS. CONFIGURATION AND ROW LINES. SECTION B-B S. REWLM BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR PLAN ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S IS 35" N LESS AND HEIGHT OF COVER IT OR LESS. METHOD OF TREATMENT IN MANHOLES :IFICATION �VEx7T XVDOT SPECIFICATI ERENCE INSTALLATION OF PIPE CULVERTS & STORM SEWERS STANDARD METHOD OF SHAPING RERREN< ROM AND BRIDGE STANDARDS ROM AND BRIDGE STANDARDS sot GENERAL NOTES REVISION DATE 1sEEr I a 1 SHEET I GR 1 I REMSION DATE MANHOLE & INLET INVERTS 303 VIRGINIA DEPARTMENT OF TRANSPORTATION am"e 302 bT.GO VIRGINAL OEPMTMENT OF TRANSPORTATION CRIMP AND ROLL END OF COPPER PIPING REMAINING COPPER PIPE TO BE VERTU SHUT-OFF CORPORATION STOP 24" 42" MIN. TYPICAL SERVICE TAP ABANDONMENT NTS FIG. W-6B REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36 "MIN LARGER THAN 5" IN ANY DIMENSION 24' INTIAL BACKFILL* 8°MIN (6" LIFTS) EMBEDMENT * THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE O MECHANICAL TAMPER HAUNCHING NO. 68 STONE - _ BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) 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 COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID J NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 z_ �- Z N cq WATER 2500 P.S.I. CONCRETE THRUST BLOCK p-1 A SECIIN CAST WON +I✓X SECTION STEEL d-34 30.3c EXPANSION KEYED 1 2'-T"� FOR DETNLS OF NET JOfIi CAST. BARS = APPROACH LUGS TO BELMA- x 2yf xl/i' • CAST WITH 1. DEPTH OF INLET GO TO BE SHOWN N *'I LORD COLLAR r STAANDARD p 1pT" CATER TWIN UP WE A __ A B OPTIONAL III 914- 2'I P • CAST NOW STEEL $ME 66 t 3 LBS 43.a EBS INCLUDINGINCLWNG LUGS CONNECT B 2. THE "H" DIMENSION SHOWN N THE STAlDARM AND SPECIFIED N TIE PENS --]]■" WLL BE MEASURED FROM THE INVENT OF ONE WADED THE OUTFALL PIPE TO THE TOP OF THE JDINL STRUCTURE. PLAN "H" DIMENSIONS ME APPROXIMATE ONLY FOR ESTIMATING WELD ALL PU POSES AND THE ACTUAL DIMENSIONS CONNECTORS SHALL BE DETERMINED BY THE TO COLLAR CONTRACTOR FROM FIELD CONDITIONS. 3. WHEN SPECIFIED N THE PLANS THE INVERT IS TO BE SHAPED N ACCORDANCE WITH STNDARD IS-1. THE COST OF FURNISHING; AND RACING ALL MATERVL6 NCDENT& TO THE SNAPHD 5 TO SE NCLUDED IN THE GO PRICE FOR THE ". 1 IA.. x 11/R" x Y'J %' X 4" STRICTURE. PLAN LIlCS I_ 12" BI/e" STUD SEEMCONNECTORS 4. N THE EVENT THE INVERT OF THE JOINT fG11TTER R G WARPE[ GViTEF BAR : HARDW E XNtDwA4E -BARS F CLOTX WEEP HOLE s SEE NOTE 1 STEPS. NDTE 5 8' 8" SECTION A -A (ORATE REMOVED) I T WTFALL PPE IS HIGHER THAN THE KEYED CONI JOINT BOTTN OF THE STRUCTURE. TIE INVERT L-VARIABLE - MAX. 20' SEE DETAIL A BF THE STRUCTURE SHAME. SHAPED - - WARPED L STAR DNGORR MORT PONDIN OF WAFER"M T E9 2"8" �B V. 3'-O" Y' GUTTER SECTION B-8 STRUCTURE. THE COST OF FURNISHING I I iY ff. 3 BARS A COTTER COLLAR DETAILK" MN G RINSED AND RACING QL MATERIALS INCIDENTAL EiiE RlITO INLET SHARING IS TBE INCLUDED •' N THE BID PRICE FOR THE STRUCTURE. DIMENSIONS FN DUMP NO WASTE NMNB TO WATERWAYS 5. STEPS ARE TO BE PROVIDED WHEN H 5 820S G '0 CASs IRON ONLY STMI AR GREATEN. FORDETAILSSEE STNDARD ST-1. I BARS F BARS E �B ry W �• DETAIL B a. THS ITEM MAY BE REOR CAST- WS" DIAMETER, BURS E DETAIL A p 1 INHARAE' WEEP HOLE FRONT ELEVATIONBURNS F a- 1•-e•• a• � B . Ti4 % B" SMOOTH DOWELS AT - - - - - - (GUTTER REMOVEDD 3'-O- f 1'-3" BEE MEAL APPROXIMATELY 12" C-C TO SE 5%I/" BENT RATE - SECTION B-B RAGED N N1 AREAS ADJACENT TO ABUTTING CONCRETE TO PREVENT .. ...' ALTERNATE 1LD.ENT. H LIEU OF DOWELS r SEFS4" NOTCH MAY BE PROVIDED. TE DESIGNAREF . -3, 4 FOR I/ R ' T� TYPE A NOSE DETNL SHALL BE USED WITH GO M CG-7 STANDARDS.--,_"' L2 -X21 "k �������������� B PLADIAMETER H CEH�WARwAE 0.0TH I/C' MESH2, TYPE B NOSE DETAIL SHALL BE USED WITH CO-2 6 CO-6 STADMDS. •TYPE A O/LV D A �������������� • OR GALVANIZED STEEL WIRE MINIMUM TYPE B /2 % 4" STIR SHEAR CONNECTOR WELDED WIRE DIAMETER 0.03". NUMBER 4 MESH GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF W-30' TO MACE NCI AT 2'C-C. HARDWARE CLOTH ANCHORED FIRMLY CONNECTORS MO 5 TO BE ANCHORED WITH I/" % {" STUD SHEAR NOSE DETAILS ������1 TO THE OUTSIDE OF THE STRUCTURE. WELDED TO BENT RATE AT 2'C-C. e 9. CAST IN RACE CONCRETE IS T BE .PAVEMENT CLASS A3 (3000 PSI. PRECAST DI-3A , d-3B L d-3C WIPED PAVEMENT e CONCRETE IS TO SE 4000 PM. A SECTION Y/x ��� ����11 nn I O. MY &TFRIUTE METHODS OF ANCHORAGE - A iA Z L MEETING THE APPROVAL GR THE ENGINEER ONCRETE QUANTITIES FOR MIN. DEPTH SEE DETAIL. B MAY BE SUBSTITUTED HER FOR THE cAsr IRon - --------- x - LUGS AS SHOWN HEREON. - - 12" WNNETE PIPE - 1:1 W. ro. CONCRETE APPROCAST MIMAIER wEIG"T tl. DUMP NO WASTE ORNNB TO WATERWAY I I FLOW _W 15" CONCRETE PIPE - 1.528 CU. ro. CONCRETE 1/�' ;'( PRATE 363 t 18 US LETTERING 5 REQUIRED N ALL d-1 \/A\J I '`/A\/ I 18" CONNETE PIPE - 1.820 W. YID. CONCRETE I� �I GRATES. LOCATION OF LETTERING MAY �L �L DETNL WHEN USED 24" CONCRETE FIRE - 017 W, TO. CONCRETE SECTION C-C SECTION D-D VARY BY MANUFACTURER. AID owae W. ro. PER FOR usE N GRADES ADJACENT TO CURB &0=9 FOOT OF DEPTH. GRATE DETAIL FOR USE IN SAGS WITHOUT GUTTER BOTH SIMS TO BE SYMMETRIC& xv=r SPECIFICATION `VDOT sPECFOATIN ROMI AND BRIDGE STANDARDS STANDARD DROP INLET REFERENCE ROM AND BRIDGE STAFIDARDS STANDARD CURB DROP INLET REFERENCE SWEET I OF I REVISION DATE 12" - 24" PIPET MAXIMUM DEPTH (H) - 10' 2W SHEET 1 of 2 REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) • 8' 233 D{.01 VIRGNA DEPARTMENT OF TRANSPORTATION 302 104.0 B 08/10 VRN GA DEPARTMENT OF TRANSPORTATION 302 NOTE;WREN A EDESTRIAN ACCESS ROUTE GO 11 NO PROJECTION OF PIPE ABOVE GROUND LINE CROSSESPA CNERCIAL ENTRANCE A I WIDTH OCROSSF SLOPE SHALL BE 2X FOR5 FEET. TOP OF FILL TOP OF FILL RCP OF FRL A w A -STREET APPROACH SAME SURGENERAL NOTES (RADIUS TO BE AS o G FACING AS MANLINE ROADWAY (SEE NOTE 3) GROUND LINE x � GROUND LN x GRWNO LINE x SHOWN ON PLANS) 1. WHEN USED IN CONJUNCTION WITH STANDARD CO-3 _ (RMIUS TO BE AS OR CG-7, THE CURB FACE N THIS STANDARD 5 TO - / SHOWN ON PLANS) BE ADJVSTED TO MATCH THE MOUNTABLE CURB • ///// /JJ/ - /JJN //// H'///J J / CG-2 N CO-6 ` CONFIGURATION. l T 11 - II / jt / EARTH All JJ D J/ ROCK OR J/ J EARTH J 2. SEE SFORUNYIELDING THI CC 12 FO R CURB RAMP DESIGN TO BE p = n SOIL I' --- B /• SIDEWALK 2. WITH THIS STANDARD. BEDDING SIDEWALK ! I _--- _ - MATERIAL (SEEE � - NOTE 51 r I OPTIONAL UNPAVED SPACE 31 "a 3. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE II m , ROW LINE' R/W LINE (EXCEPT MY SUBGRAM STADLIZATIN MIN. VIC D 1/b D MIN, VIO 0 _ ----may+---- - REQUIRED FOR MANLIKE PAVEMENT WHICH CM BE % D X BEDDING % D % BEDIING EXPANSION N OMITTED IN THE ENTRANCE.) MATERIAL MATERIAL X 0 X JOINT EXPANSION JOINT 4. RAID& CURB OR COMBINATION CURB AND GUTTER M6�. 9EwMAX 24"" FOUNDATION SOFT, YIELDING, OR NOTE. WIDTH "B" 2'.0" OR AS lay MANLINE ROADWAY SHALL FOR BE CONSTRUCTED PURPOSSESS. THE R/w LINE NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL SHOWN N TYPICAL SECTION. A PLAN VIEW ENTRANCE NOTES PIPE PROJECTION ABOVE GROUND LINE 5. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE MN. 1.5 a D MIN. 1.S x D MN. 1.5 • 0 MN. 1.5 x D MN. 1.5 x D MIN. LS x D TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK MANLINE ROADWAY SLOPE TRAFFIC. THE DEPTH FOR SIDEWALK L CURB RAMPS 'or -TOP W FILL TCP OF FILL i0P OF FILL D'PARMOLIC CURVE (ENTRANCE ONLY) WITHIN THE LIMITS OF THE RADIISHOULD BE INCREASED TO T'.(SEE CG-13) EDGE OF PAVEMENT OR 6%NA%. 0 _ GRADE CHARGE GE GE - 6. PLANS ME TO INDICATE WHEN CONSTRUCTION A FLOW OPTION& PLOW LINE ® - - D LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS x MAINLINE ROADWAY - - - - NOTED THE ENTRANCE - :•::::•////// J//J/// •.::::• /////I//JJJJ/ /J/J///J///i - / //JJ/ ?•:•}:!M1 - //J///. /////// .::::::n - //i// M. ///// /// •?J.::.::• N/// //// ':•}:•}:•}:I = J/JINN////// ////// BY MAX. D J. THE OE'D MNENTRANCE GRADE CHANGES LISTED MMN AR %� / yr."'•'"'JAI/ ///:•::•::•::•: /////////N ///////////// GRADE CHARGE ® D" ME LISTED IN THE E ENTRANCE GRADE // // ::'y: :•X•:i '�' C::••'•••::':' // (Y=//N////// //N////// 0 TABLE. THESE VALUES AREE NOT NOT APPLICABLE TO STREET •- / O .¢;:•}: GROUND . A GROUND = J////J/// d /////iii=LROUNI NE p INE CONNECTIONS. _ - -LINE 5' MI . 20' MINIMUM FOR•••:?i - coMMERCIAL NTRMCE INTERSECTION NOTES _ o ROC ® CONSTRUCT GRADE CHARGES WITH A PARABOLIC CURVE. A THE POE CY ANDD THE APPLICABLE IUINREQUIIREMENTPPING MN.1/10 Cl X 0 X a MADTfNG MIN; z/10FEX II % 0 X �SOIL K N MW. �O�BEDDWC B. WHEN CC-ii IS USED FOR STREET CONNECTIONS, THE _ LLF NG CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH UNYIELDING SECTION A - A SIGHT DISTANCE AND K VALUE REQUIREMENTS. MN. W. BEDDING MATERIAL `EARTH B. OPDNAL FLOUTTE MAY REQUIRE WARPING MM. 24" MATERIALG of A FOUNDATION SOFT, YIELDING, OR �.I {'•1.� PORTION ER TO PROVIDE POSITIVE MANAGE NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL TIT_ -AID ACROSS THE GUTTER INTERSECTION. B BEDDING MATERIAL ACCORDANCE WITH ® ALLOWABLE ENTRANCE GRADE CHANGES ® SECTION OF THE AD AND ROM BRIDGE EMBANKMENT NOTES: SPECIFICATIONS. 7777 R GE ERA NOTES ON PIPE BEDDING N. CLAPS A3 ] - -� CONCRETE CONCRETE SECTION C-C ENTRANCE VOLNE GRADE CHARGE 'D" DESIRABLE MAXIMUM HIGH MORE THAN 1500 VPO O X 3 X MEOIN 500-1500 VPO 53% 6X LOW I LESS THAN 500 VPO 56X B% XF II ==== IIIWX I I III III III III III III III III I. III III III WX III WX III WX III l�� 1 BACKFILL Iti REGULAR BACKFILL MATERIAL IN ACCORDANCE M N µp STOTRML9EWERSFGENNER LU NOTES WITHH SECTTION 302 OFT THEE RCM ACC"BRIDGE WITH SECTION 302 OF THE ROAD MO BRIDGE SPECIFICATIONS. SPECIFICATIONS. N SHEET 107.00. FOR PLASTIC PPE I FOR AL OTHER PPE REGULAR BACKFILL MATERIAL IN ACCORDANCE WITH MOTION 302 OF THE ROAD CRUSHED GLASS CONFORMING TO THE 6" MINIMUM CLASS I BACKFILL MATERIAL PLACED DIRECTLY M OVER PIPED 6" REGULAR BACKFILL MATERIAL, AND BRIDGE SPECIFICATIONS. SIZE REQUIREMENTS FOR CRUSHER RN AGGREGATE SIZE 25 AND 26 MAY BE OR 12" OF CLASS I BACK FILL MATERI&. USED IN PLACE OF CLASS I BACKFILL. IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE NOTE: &LOWABLE ENTRANCE GRADE TABLE IS NOT SPECIFICATIONS. APPLICABLE TO STREET CONNECTIONS •ECFICATIO VDx0T �VCx7T A T H BREEE ENCE" REFERENCE METHOD OF TREATMENT ` ROAD ANp BRIDGE STANDARDS INSTALL. OF PIPE CULVERTS AND STORM SEWERS ROM AND BRIDLE STANDARDS CIRC. PIPE BEDDING AND BACKFILL -METHOD "A" m2 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET 1 OF 1 SHEET 1 OF 4 REv51N DATE 302 VIRGINIA DEPARTMENT W TRANSPORTATION W/15 107.01 O7/IB VIRGINIA DEPARTMENT OF TRANSPORTATION 303 203.04 PLACE 5GALVANIZED WITNESS POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS b AS DIRECTED. MARKER LOCATION MAY BE SUBJECT I TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE -� 0 I G °\ ,. 4 111 ° ADJUSTABLE TRAFFIC RATED VALVE BOX W/ LID M.J. GATE VALVE LINE 2'x 2' BEARING AREA. NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE OPTS FIG. W-5 1" COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL i" TYPE "K" -_ SOFT COPPER r%1• NOTE NO SWEATED FITTINGS DUAL SERVICE SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. TEE O FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. 2' R I" MMPRESSION x 31V MALE PIPE COUPLING PPROVED EQUAL -OR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION .METER IS NOT PROVIDED. CAST IRON UD GRADE LOCK NO I METI BALL BOX VALVE INLET & ouTLET) 36• MIN. COF 1 8 BEND COUPUNG I / 77U^_ \-CORPORATION STOP `BRICK AS r u, s.•t?':%;sue.'-`';,.'.r: NECESSARY ` SAND OR DUST UNDER c Y y??+Rd` 'Y^^ ..-P *� 4 MOOT SPEC. 203, NO. 57 BOX AND SETTER 2-INCH ( � IRS'.»' %r.. ^';:'``,i.�.,t4;�� n V. AGgREGATE ,<r MINIMUM THICKNESS) TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A �)IP �0 I4r. / CLiNT W. 7 S FFLET >� Lie. N . 543S6 4 Z 10-31-2022 4.3 Ir M E 0 U N Vi N C > E u3 a E LU H_ Q UM 3 p LL Eu O D jJ - Ln V F3 LU CL� ON (DIN NV W OFTZ 0 n 1 X & G;LL 9 o<='j. Fv<M C US EI i ON N M CL � LU LU AM Z 0 CA_ u U) UJ UJ Ln 0 Of Ul O W W W co iii� 1 u u uLU cz G LU 0 0 LU Z QL2 W ti ti W Url LU LU LU Q W Lu Lu C N M U) co DATE 21212022 DRAWN BY K. FLYNN DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N/A rW V < a J O CE i Lu } Q J o C) wiz Lnw Q 2:Lu , ^ �J J N Q � z U JOB NO. 48757 SHEET NO. CI.Z O d 3 a v0 o a0 BZ 20 o 2 c � H (a -2 E o C, c m EL. 0 0 c 0: B (7 3In Z„ O 22 H D `o2 s �-Z e '§ n EO 0 m 2 Y Xm 0.0 12 c O a R 06 a c �a 10 a bo R e �N A C O o c D nE ��_ �E H L TMP 56-32C FRETWELL, JAMES G. & MEGAN DB 5235-263 DB 1509 PG 126 (PLAT) ZONED: R1 RESIDENTIAL TMP 56-32A HAYDEN, KAREN DB 5117-193; DB 3524-59 (PLAT) ZONED: R1 RESIDENTIAL BROWNSVILLE RD 30' PRESCRIPTIVE STATE RTE. 751 EASEMENT (TYP.) 30' PRESCRIPTIVE R1W — —6"W W 6" W NAIL SET N89°59'30"E 140.57' IL NB5'00'00" E \ � OF OH STREET NAME SIGN , i,' , i i UFO OHP— CHIP // l l0 / lI OH 240 ROUTE MARKER SIGN III II III 1 I I II II 1111 IIII II II I 11 III111 �II II I II111 EMOV APPROX LOCATION OF 111I 111111 11 III SHOEOD EX WATERLINE I I I III 1 I 1 II II II II1 m II I ROD REMOVE 0 II 1�Q SET WOOD PORCH S E A \I III\\ \ p -i n m \ \ \ I�I \III REMOVE MANAGED SLOPES (TYP.) 2#5717 STORY Cm N ` 11\ AME 'IS, CELESTE. W III 1 IIIII \ \III \ \ \\ - - - - - - - - F.F.R 682.2 - - - - 1262-134 n m \111 \ '1 RESIDENTIAL N jnl I II \ I 1 REM OV , DECK REMOV EC ADOPT A HIGHWAY SIGN I \ \ \ \ \ RELOCATE I \ \ \ wLIFT STATION CONTROL REMM o 1 I \ \ \ \ \ PANEL AND ALARM _ GREASE ' i co I \ \SET PRIVATELIFT \\ 7bp STATION \ Tv . 0. B. ` ROD G BM #\ PAINTED BOLT GRATE IN AT SIGNAL POL \ ELEV= \ TOP=667.17 II C68- \ FL=663.,60- /III \ H II II II II II III �I tool ^II I I II II I I STORM CULVERT II II II II II II INV=651.63 U WALL RETAINING / WALL J #5688 1 STORY FRAME F.F.=669.2 TMP 56-35G MORBECK TRUST DB 5117-193; DB 3524-59 (PLAT) ZONED: R1 RESIDENTIAL /-- APPROX. LOCATION OF — 1 fF0— — ' - - - - - - I I ry \ EX WATERLINE / / - - - - - - - - � _ till — OH OHP / / OH — — — — — — — — — — — — — —� _ _ / ! / B _ -678- - - - - ' ` ��.� I ROD IN - 690 / �, � YY ____------ -.--,------ \INV=66.8>7 FND. E VOf- -- \` -61 ,;1-REMVE OUTILITIES SERVING ' - _ ' - EXISTING BUILDINGS (TYP.) / // _ - - ' / / 61� — — 1 \ \ \ \� - - - ` NAIL h� SET 47 NAIL TMP 56=32- YOSE�F LC 14- - \ \ \ \ ` \ ` �\ SET DB �645-14 2.11 ACRES i j/,' / /� j' r13. \ \ \ \ \\ D: Hill Y COMM/ERCIA1, REMVE # 5713 1 Y REMOVE ORREMAINSOF M BUILDING 9F.F.R6.5 PARCEL '2 - \ \11 \ 1 /I 1.690 ACRES / EXISTING BOUNDARY / LINE TO BE VACATED / I / / — — —670— I � �/ �/ / ,� i t I I I I 1 I I I I l m _ i TMP — — — — — REMOVE / , / , ^ ) , I I I / / I� I / / / YO< DB 0.45 ZONED. HIC 12"W-- VL_ UGT— REMOVE CURB (TYP.) 121 APPROX. LOCATION OF EXIST. 6" WATERLINE 6" W — 200.80' EOP EXISTING BOUNDARY LINE — 6" W — 6' W NAIL 61. W , — / SET INV=677.41 D / ROD FND. 1 STORY FRAME 669 F.F.=669.4 6�'\�/ p Co C ' :�6roll, NA I I I I, 1 AD SLOPES (TYP.) , I I ll II \ 11 // I_ _ ��\ 1 NAIL * / ` \ \ /. SET INV=656.9 /� j/ ,REMOVE H) ADW�LL &� l \ \ \ ` \ ` - _ _ _ ' , /// STOP SIGN W/HEAgYi�ltt// // \ - - _ _ PORTION -OF PIPE - -- __------ Z----- _ r ' I-12"W-- i REMOV EXISTING SIGNS ( - -II FLU- - - - - EOP - -- --670— — — — Fv -671- ROCKFISH GAP TPKE CDR ESPONDING UTILITIES). _ - - - - RETURN TO OWNER. / WAYFINDING SIGN '� \ U.S. ROUTE 250 II / \ VARIABLE WIDTH RIW c�i I I � II CII = II I II II II I I I I STORM CULVERT II II II II II I I INV=654.14 U NAIL APPROX. LO SET (2) EX. MAILE PROTECTIN TMP 56-34 DAVID JAMES HARR JR. DB 4802-81; DB 2962-712 (PLA it ZONED: R1 RESIDENTIAL CLEAR AND GRUB M co p Q z REMOVE ASPHALT REMOVE CONCRETE SCALE 1"=20' - - -' SAW CUT 0 20' 40' i% 4666 LT N F rr� CLINT W, 7 S FFLET >� Lie. N 44380 k 10-31-2022 <t+;� M E 0 0 rn U N � N Q O > E w v E � w v 3 Q LL 3 p LL O— wO `mom j V20 J —Li In d (A N C7W NV w z0 Ln =x LL Ln _ N Fv> �Lr; YIN N � M 00 �H am O ce t9 z 0 a u v �U-1ILn 0 W W W m OOOz UUUU-) a 2 W ti ti ti W > > > W W W Q ix ct� ct� W �� p v�0000 DATE 21212022 DRAWN BY K. FLYNN DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=20' z 0 Lu I� Q J Q G 0 z > 0 } C6 J o L'i Lu u z w O Q F� Iw L Nm I� J Q 0 0� 0 U ,U V z Vl I� X W JOB NO. 48757 SHEET NO. Cz. 0 c a z 3 a D a0 o J) Ez 20 o � c Aw E o a o. C Oc (D O 3 Z zN 0� � a 6 5 Q § o. d m 2 Y N X 0.0 N 1'j 12 O tll O E `o 0 m o � a c �a 10 a o d �+ o m B �N o c 0 m nE E F = L TMP 56-32A TMP 56 HAYDEN, KAREN FRETWELL, JAMES G & MEGAN I DB 5117-193; DB 3524-59 (PLAT) DB 5235-26 ZONED: R1 RESIDENTIAL DB 1509 PG 126 (PLAT) ZONED: R1 RESIDENTIAL / ACSA APPROX. LOCATION OF WATERLINE BROWNSVILLE RD EXIST 6"WATERLINE EASEMENT, 30'PRESCRIPTIVE STATE RTE. 751 INSTRUMENT#: 15' PUBLIC RIGHT-OF-WAY / EASEMENT (TYP.) I EXISTING DEDICATION, INSTRUMENT #: 30' PRESCRIPTI-u€ •PRR#V zozz000lv7 20220001277 / � BOUNDARY LINE — 6" W — — 6., w — 1., CORP I6-TTs•, W s., W s„ W 6^W _ 6.. TS&V 6" TS&V FHA \ STOP TEMPORARY CONSTRUCTION EASEMENT T 1" WATER DOUBLE CHECK METER VALVE VAULT — — uFo— oil —UFO-- � .b OHP OH OHP OHP \ III oHP 10' BUILDING SETBACK LEGEND 4 < CONCRETE SIDEWALK A 6 � 4 HEAVY DUTY CONCRETE Lj LIGHT DUTY ASPHALT El HEAVY DUTY ASPHALT TMP 56-35G MORBECK TRUST DS 5117-193; DB 3524-59 (PLAT) ZONED: R1 RESIDENTIAL I-APPROX. LOCATION OF EX WATERLINE / i��pLTN (1�rrrr� ,41 CLINT W. 7 S FFLET >� Lie. N 54380 k 10-31-2022 �h+;� rr 1 00PI AL i %�, � M E O O N � N > E v E w H_ wLL v E Q LL o 3 p 0 w0 O W L M d_j Uoo Z —n O O O N C7 Lu N � � v zF? a v 30�Q to Ln Ln i C N > 1O Z O W W W W m ~ 0 uj OOOz W 00 O O O I U — OHP _ — _ _ _ STREkT NAME SIGN UFO o oHP _ — s CONC. PAD FOR \ H �� HVAC EQUIPMENT \ NV=676.87 \ 0 W W W ti R =o O O O W I P MAINTAIN CONNECTION FROM FDC ` \ o W \ / »>(n W W W Q aH 1" DOMESTIC HYDRANT TO FDC FREE OF \ \ W I GHP I WATER SERVICE OBSTRUCTIONS, INCLUDING 6.5' FENCING AND VEGETATION \ SIGHT DISTANCE \ p ry ry ry ry CONC. PAD FOR \ w 40 ROU E I ARKER SIGN INSTRUMENT #: 6" FIRELINE EASEMENT, > w r, r C c HVAC EQUIPMENT w h ao ry I I I (D 202200012277 \ aDATE O IT, 0 0 APPROX LO AON OF i\ R233' I \ \ ? 21212022 RLINE EX. I I �............. .. 30' G \ o} DRAWN BY I m0 I I i —I R3' TYP. © TYP \ \ APPROX. LOCATIO1 K. FLYNN I I 11 I p 1 I I I R10' R3 (2) EX MAILBOXES / DESIGNED BY G LOADING BAY, I I IMA 135.5 APPROX. 40'x40 I 18,--------_-- R215' 2 •• C. SHIFFLETT JJ C) 0 D �� I I y I -9'TYP. R3' pIU �¢ • CHECKED BY 0� F 225.5' �_�` R185'\ mW I C. SHIFFLETT Cm N I I I I I \, I 6 R10' SCALE CELESTE. I C) Ill DI I I d I I I RT TYP. \ \ ' I • • 120 82-134 — — — — 6.46' \_ \ R25' RESIDENTIAL I N ml I R185' 30' u \ _ VDOT CG-11 RELOCATED LIFT MOVEABLE DUMPSTER CONCRETE <D- .18� P \ I I STATION CONTROL I TO BE LOCATED INSIDE �_ I • A O T A HIGHWAY SIGN PANEL &ALARM WHEEL STOP _ \ 1 TIE TO EXIST. LIFT STATION LOADING BAY (TYP.) VDOT STD. CG-12 I / g \ SEAT WALL, SEE AT EXISTING INVERT \ I I 34 LANDSCAPE PLANS 2 BUILDING -MOUNTED CURB RAMP TMP S H G O I S _ R215 DAVID JAMES HARR JR. I I I SAN, SEWER ADA SIGNS \ I DB 4802-81; DB 2962-712 (PLAT) ILATERAL 14 R25ZONED: RI RESIDENTIAL CLEAN OUT �.'.'.'.' ......'.. I 3 (TYP.) "STOP" SIGN, , I / RAILING & I R1-1 RETAINING WALLJ 15' PUBLIC RIGHT-OF-WAY DEDICATION, INSTRUMENT*6.5' MAX. HEIGHT .0 10' BUILDING SETBACK �_ — 202200012277 Olt ik RIGHT-OF-WAY Ev 7 DEDICATION ATE1lFT 1 2— LL.� z / 1,199 SF, _ T#STIbP SIGN Q INSTRUMEN: v STATION ( I \ 202200012277 B � \ (DFv 11 — — J a _---12"W---�-- .� — 12`W 42"\ — '_ � � Q_ —� —UGT TV — 12" W — — — — — 12„ W — _ \ -- UGT— — — I —UGT— — TV � —UGT— —'12^W — O Z _ FV (D _ GRATE INL FUTURE COUNTY J T� 667 17 .11— "X-460 FL=663.60 II - - ROCKFISH GAP TPKE ADDITION: 0' ' ^ > I DRAINAGE U.S.ROUTE 250 ASPHALT SHARED 1 . — . — • — • — . — . — . — . E EXISTING V / � I DITCH (TYP.) I I RELOCATE EXISTING } USE PATH I z I TEMPORARY VARIABLE WIDTH R/W 11 WAYFINDING SIGN z — CONSTRUCTION 0-11 11 w 0 - — — — — — — — EASEMENT wII U Q III Lu J III I C z �I oil II — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Q =II II w U) Lu w m — — — — — iT J 11 I I Q STORM CULVERT ii STORM CULVERT O D _Ti1 -- — -- U — — — — — — — — — — II INV=651.63 U � INV=654.14 D J I i 00 I I 1 I II I Z 1 _ NOTE: I KNOX BOX REQUIRED, COORDINATE WITH SCALE 1"=20' 106 NO. FIRE MARSHAL'S OFFICE FOR LOCATION. 0 20' 40' 48757 I I 1SHEET I I C4 NO c a 2 c 0 d 0 3 a D a0 o o O Ez 20 o � c m E o a c m a0 Oc X3 0' (D Z z„ 0 � a 2 o� 0 Q§ a 2 Y h X c 0.0 016 aE J 12 O O E 06 a c 2c 10 a 0 �0 N m c m m c a o c 0 nE E F_ L TMP 56-32A HAYDEN,KAREN DB 5117-193; DB 3524-59 (PLAT) ZONED: R1 RESIDENTIAL i% 4666 LT N F rr� CLINT W. 7 S FFLET >� Lie. N 54380 k 10-31-2022 �h+;� BROWNSVILLE RD APPROX. LOCATION OF / M E O O EXIST 6" WATERLINE N c 30' PRESCRIPTIVE STATE RTE. 751 / / W E EASEMENT(TYP.) EXISTING 30' PRESCRIPTW-E RRRA4/ BOUNDARY LINE w > 3 s.. 6" W s„ �y 6" W — — s' w � TMP 56-35G � v v 3 _ 6 yy 6" H MORBECK TRUST ¢ LL o 3 DB 5117-193; DB 3524-59 (PLAT) w O m ^ 6n.so' 677.32' - - ZONED: Rl RESIDENTIAL a - � o z INV=677.41 N / w -sri O EOP 210 209 208 I I \ a> N N a - - APPROX. LOCATION OF z f w -IT �0 - - - _----- -\ __cillll \ EX. WATERLINE / 3I Ix uu \I:k------- --_ - W OHP 4OH / / OHP OHP / _ III \ �V > z 222m OHP . �... . \-- ' TC I I _ > O W W W UFO �� OHP— 679 -678�� ii 207 672.69' I / OHP� l RASS-LI EDAIT6 TY� 680 - - STRET NAME SIGN / i / i i UFO OH �_ - $ - - _ 6 _ - - - \ \ ~ o rn Z �O NV=6�6 8b ^ O O O qp 240 ROU E fIV1ARKER SIGN 1 1 1 1 1 / / / / / TC _-69 206 _ _ \ - \ a 11 I 11I11 I i`� // 673.74'/ p \ - \\ �\ \\\\ O W W W W 11111111111111 9 / /I // / 7 0� ��\\ \�\ � Lrl In (D U'l»>tW/1 6 rE — �1 11 11 11 11111 111 I pp / ._ _ - _ - _ 674.96' �� - 2O4 LPl . \\� \� \ \ \ _ APPROX. LO AJON OF ~ 11 1 1 °� / / / Tc ... / ' 6�_ ` 73 9T \ \ o N N N NEX. RLINE I 11 1 1 1 1 11 1 np / / / / / / i ' 674.29'/ . 4 \ \ \ \ \ \ W ~ ti O Q I N W \ \ \ \ 1 1 1 / / \ \ \ 1 = Q \\\\ I II 1 _ 3-STORY BUILDING / , _ 61� 74 \ < O v o °0 0 I I m 11 r W/ PARTIAL BASEMENT / TC 6 \ \ TC \ 4' \ \I / APPROX. LOCA? a o 0 0 O / TC-BC 673.31' 674.43' \ �' \ \ z 1 FIFE = 674.50 / / 674.50" / - 1 (2) EX. MAILBOX' 0 6"ZPE ROOF LEADER, / I i 1 I / - pq� 21 MIN. COVER, 1°h M N TC P0' PUBLI�I6RAINAGE I II / A j J I I --------- --_ s7as3' / I EASEMENT I I / l 9 2/2/2022 / SLOPErTYP. N d / / INSTFQUME T #: / 7 I 0 0p FFE=s7aso' _ - - - \ \ / / / / / / 7 - - = =�J 674 202260012�78 I I / \ DRAWN BY FFEY674.50' I I / / 1 I / R / 203 I 1 6'> I l 402 / / / T_ \\ 11 \ - � DRAINAGE _ -I' / / / 1 I / / / _ _ � ro�J— — 1 ,� hC � I 6' I K. FLYNN DRAINAGE I W �I \1 \\\ \\EAS.EMENT, -- -_ / __— --_/ — ---- -/ — I // / I� / -I I 1673.91'I I / - / TC-BC I • DESIGNED BY IS, CELESTE. —1 I TRUMENT#:— — — — — — — — — — — — J / s7a.50' / 1282-134 Ill D 202200012278 f - - — - - - - - - - - - - = e 202 \ 1 TC I C. SHIFFLETT '1 RESIDENTIAL I N C I I 1 _ _ _ - - - - - - - ' T TC 301 1 6 I \` I �675.28'1 \ I I - • fll I I \ \ \ \ \ 1� \ - - 674.40' 302 / / / / / 1 i31 / \ / // II / / I • CHECKED BY 1 1 \ 1 \ \ \ — 1 / FFE=674.50' / / I yC 673.11V TC _ / I 201 t°/ / ' ' -/ � • C. SHIFFLETT A O;T A HIGHWAY SIGN - 1 674.32' a / • • 673.55;_ 69" I / / `p SCALE - - I\ 401 a / 31 / TMP 56-34 • 1 "=20' b I \ \ \ ,`' TC-BC' 66 / �/ I DAVID JAMES HARR JR. • \ _ ' 673.72' I / - - // ti / 679.75' l I DB 4802-81; DB 2962-712 (PLA TC-BC 1 665 \ 674.1a' I ZONED: R1 RESIDENTIAL /' \ �3.64' sz3.98' - - /% \ - - - - - - - - - - - - - - - MANAGED SLOPES TYP.) 3.33 1 2 - \\\\ \\673.2y7/ 1 667i \ / 668 \ STORMWATER FFE=674.50' 669 I ti \ \ II MAINTENANCE \ _ p 101 . � '= f / — EASEMENT, \ 6 '8 � / / / / I \ \ \ \ \ / / I INSTRUMENT #: \ \ �6 / I (/I 202200012276 — — — — _671- — — — — 1 6z4-29 - - Yw�7 . z' TW M-z 670 - B_66822' BW BW 698.31' � / 20' �1(IDE GRASS- / EMERGENCY SPILLWAY, = _ _ / S4P SIGN 1--------- _ 44 — � \\\`�� --_ -665- \-- - - - -- W. UGT— — UGT— TV — UGT— — —UGT— _ - - - _ - - - - - _ _ _ _ _fyw' _ _— 12" L - - _ — — — �_--- ---- - -670 _ - _ ------ Q FY GRATE INL -_/ i - - - p — — — - _ _ _ _ _ _ - \\ w J T/�--fi6Z1Z_ .I z-dBp ' — • — ROCKFISH GAP TPKE \ \ FL=663.80- 'I IIR ! 11 IJ. $. ROUTE 250 / _ ' 'AYFlNDIN6zsICN— \ (D \ VARIABLE WIDTH RIW / / 100 GRASS -LINED DITCH, TYP/ Q Lu �II O11 Q I I (7 III II V / > H� �I aollII ------------------------------------ II — (3 LL — — — — — — — — — — — — — — — — — rtr 14 -----_` �� — — — — — — J o 0 STORM CULVERT i STORM CULVERT ,W U V / Lu J �7 '�Ij Q L INV=651.63 U INV=654.14 U N co Q I-4 / U C) 11 11 � Q 1 I � 1 I 1M co 1 I 1 SCALE 1"=20' — 0 20' 40' JOB NO. 1 1 48757 1 1 1 1 1 / SHEET NO. 1 C5.0 TMP 56-32C FRETWELL, JAMES G. & MEGAN DS 5235-263 DB 1509 PG 126 (PLAT) ZONED: R1 RESIDENTIAL c a 2 c 0 d 0 3 c a 0 a0 o o Ez 20 o� c �_ E� a0 Oc 3 Z Z m 0 � a 6d `� 0 �E a.§ 2 Y m X C do Ao E� 0� o � a c �a 10 a 0 �+ o N m c m m c a 0 c 0 sE E F= L F- S:\103\48757-Crozet Self Storage\DWG\Sheet\CD\48757-103-C8.1-UTILITY PROFILES.dwg I Plotted on 10/31/2022 11:40 AM I by Kevin Flynn 0 r DZ O A � 0 M r---ID CO m°'Oo T O J ADO .T7 CO O � O 60 O + O O =m IT V/ �N DD 0 0 o+ m rr o� mm CA) IT i D m cn o m; TI + r� Z m 01 0 0 r D ZO A 0M r��D z' �Z `+° m°'Oo cn o 00 Cl) M� D rn m + _ O o (1) C O 0 o0G D0 0o + N mW m <0 = oz N � O D TTI Cn -0 D0 N CO � o D G 0 D177 [rnm r o=O o+ ZO w cn nG Z coN :per c,om co co m z + o 0 0 m OD 0 CO < 5m m r�r � A 0 �oW�W ?��� mCj)— fn. IT ' <— �zz 5M ITZD z D co zo z(Z z 0 co < z <z z CD O < SDI ;C C) (Dz CD N jO CI C) < 0 O X J O co P N N + 71 ;o O Vn �O W JOOjN I /Nn / /� o KJW 00 P i0'i 0 rr N N mm w Jim �o X <<0D O ZOO I —i�OO+ I� O co 6 W O QOp t' V W r Oo A 1 O A o W O W O CT -p O ,Z7 0 m r m to 0 D mo C0,11 . • THIS DRAWING PREPARED AT THE �,� ra CHARLOTTESVILLE OFFICE • v ij 0i TIMMONS ROUP • •• YOUR VISION ACHIEVED THROUGH OURS. �� i �� 608 Preston Avenue, Suite 200 � Charlottesville, VA 22903 � �� r TEL 434.295.5624 FAX 434.295.8317 www.timmons.com � o r n ^ n o DATE REVISION DESCRIPTION ti u Ii o C ROZ ET SELF STORAGE = m = m N 04115122 REVISED PER COUNTY COMMENTS ?C an F �� m If n a 06108122 REVISED PER COUNTY COMMENTS �i ♦ �� V Z V z ALBEMARLE COUNTY, VIRGINIA cn m r m < z o 08112122 REVISED PER COUNTY COMMENTS � ~ p m r rn W 2 < N 10/31/22 EASEMENT INSTRUMENT NUMBERS ,���♦u♦�N�� UTILITY PROFILES { cn o cn o c� m� v� �m ZO r � 0 m m0 m W V V O Cn O CT O rn cn m o m cn m o T � m N r z � (p o� z� Om O m O (T m V O m V CT m O O J p A W J (T `ev J A � IrTT1� � < O X Q J ac<i�; A OJ W C N O ono � O � o c T O m W 0 (n O C71 O Cn These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. F- I:\103\48757-Crozet Self Storage\DWG\Sheet\CD\48757-103-C8.1-UTILITY PROFILES.dwg I Plotted on 10/31/2022 11:40 AM I by Kevin Flynn n II II ia3nin� waols II II II II II II � II w� - - - p�, /�Mr��- .�.� Iff N Cn 9 TIMMONS GROUP .•-':'•. 0 0 O 0 rn rn m o Cn o Cn Ar,� / 0) I O� O, a° 0 2 0 0 mZ m(D O 0 o coil o M 0) 0) Cn o Cn o M — \ W 2 y O �O 0m0 M \ �< \ rn AO rn mZ G7 o Cori c0n 0 THIS DRAWING PREPARED AT THE YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com _ m V z N CO m V z U1 0 �' C ROZ ET SELF STORAGE ALBEMARLE COUNTY VIRGINIA If ^ Cn p m In m „ m„ r 0 rn 0 to IM � z r 0 ?� 2 ti a oN N DATE REVISION DESCRIPTION 04115122 REVISED PER COUNTY COMMENTS 06108122 REVISED PER COUNTY COMMENTS 08112122 REVISED PER COUNTY COMMENTS DRIVEWAY & SIGHT DISTANCE PROFILES 10/31/22 EASEMENT INSTRUMENT NUMBERS D0 O 0 Ooo Z N Dm O � T co tP 0, CDa, c O 0 z 0 co cn < CD III 4: 0 J mo D0c cu 2 II OCh ADD DO < Z —5 G) 0 co Cn p These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. I PLANT KEY �ALTH OF �V U SCOTT W. 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