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Home My WebLink AboutSDP200000109 Plan - Revision 2020-04-14Lu BAKER BUTLER MODULAR CLASSROOMS Z W W LETTER OF REVISION Z ALBEMARLE COUNTY, VI RG I N IA STANDARD Z W PROJECT SUMMARY ABBREVIATIONS J NAME OF PROJECT: BAKER -BUTLER ELEM. MODULAR CLASSROOM ABAN ABANDON MIN MINIMUM _ AC ACRES ME MATCH EXISTING > PLANNING HISTORY: SDP200000109 ADJ ADJUST NIC NOT IN CONTRACT _ SDP200100009 APPROX APPROXIMATE N.T.S. NOT TO SCALE U SDP201600030 ASPH ASPHALT NB NORTHBOUND k BASELINE OC ON CENTER P ROJ ECT LOCATI 0 N: 2740 PROFFIT ROAD BLDG BUILDING OD OUTSIDE DIAMETER ALBEMARLE COUNTY, VIRGINIA PRKG PARKING BM BENCHMARK PROJ PROJECT DEVELOPMENT TYPE: BY RIGHT CENTERLINE PROP PROPOSEDCF CUBIC FEET PVMT PAVEMENT uj APPLICATION TYPE LETTER OF REVISION CG CURB AND GUTTER PM PAVEMENT MARKING CONC CONCRETE REM REMOVE APPLICANT/OWNER: CONST CONSTRUCTION ROW RIGHT-OF-WAY CONTACT: SHEILA HOOPMAN DI DROP INLET RT RIGHT ALBEMARLE COUNTY PUBLIC SCHOOLS, BUILDING SERVICES DND DO NOT DISTURB R&D REMOVE AND DISPOSE ADDRESS: 2751 HYDRAULIC ROAD EB EASTBOUND HAR&R REMOVE AND RESET CRLOTTESVILLE, VA 22901 PHONE: HA 975 9340 EL ELEVATION R&S REMOVE AND STACK EMAIL: SHOOPMANN@K12ALBEMARLE.ORG EX EXISTING SB SOUTHBOUND FND FOUNDATION SF SQUARE FEET C ENGINEER OF RECORD: HGRAVEL SSD STOPPING SIGHT DISTANCE CONTACT: LINE AND GRADE CIVIL ENGINEERING HANDICAP STA STATION DANIELC. HYER, PE ID INSIDE DIAMETER SW SIDEWALK ADDRESS: 1134TH STREET NE; STE 100 LA LANDSCAPED AREA TEMP TEMPORARY CHARLOTTESVILLE, VA 22902 LF LINEAR FEET TRANS TRANSITION PHONE: 434-262-0169 LOD LIMITS OF DISTURBANCE TYP TYPICAL EMAIL: DHYER@LINE-GRADE.COM LT LEFT WB WESTBOUND SOURCE OF TOPOGRAPHY: MAX MAXIMUM WSEL WATER SURFACE ELEVATION SOURCE: ALBEMARLE COUNTY GIS CONTACT: N/A PARCELS: TAX MAP 46 PARCEL 30, 30A PARCEL ID: 04600-00-00-0300 ZONED: RURALAREAS OVERLAYS AIRPORT IMPACT; STEEP SLOPES MANAGED LEGAL AREA: 52.56 AC MAGISTERIAL DISTRICT: RIVANNA PROPOSED SITE PLAN REQUIREMENTS ALLOWED OR REQ'D BUILDING HEIGHT: PER 10.4 MAX HEIGHT ALLOWED = 35 FT EXISTING BUILDING HEIGHT= 35 FT PROPOSED BUILDING HEIGHT= 16 FT SETBACKS: Per 10.4 PRIMARY STREET (SR 649 - PROFFIT RD) MIN FRONT YARD = 75 FT PRIMARY STREET (SR 649 - PROFFIT RD) MAX FRONTYARD = NONE INTERNAL STREET (ENTRANCE ROAD) MIN FRONTYARD= 25 FT SECONDARY STREET(—) MIN FRONT YARD = N/A SECONDARY STREET(—) MAX FRONT YARD = N/A REAR 35 FT SIDE = 25 FT PARKING SETBACK = 10 FT BUILDING FOOTPRINTS: EXISTING BUILDINGS BAKER BUTLER ELEM SCHOOL 82,726 SF EXISTING BUILDINGSTOTAL= 82,726 SF PROPOSED BUILDINGS MODULAR CLASSROOM (6 CLASSROOMS) 5,957 SF PROPOSED BUILDINGSTOTAL= 5,957 SF VICINITY MAP SCALE: 1" = 25,000' CU $ °.a 0o av ° • eo e e O O b e o° O •O I• D � ' °O1le\\ 48 ° � • ° O e Off° • O w•° I .A ° e•° Q s %e. � � •Oo o � . o•ee: O 8•° v6 •ve ebveo d" C v ° ®0 4° 4 b b o e O • A e drp B I o o a°O o p °o a pv "o ® �m®�°°® S • e P o o° Oo 0 � m� • °p1 o°P ° P O �dP i 3 oe$oo . oV°� pp Erb °,00° 9e •y'� � B � °ewe o4ee > •oeo. .o° •e °o '°o•O 3 'e oee• �•°.° °g a o0 Coop o°p• a QQ �! . 00 ° $Y OHO o ovo°: e• CC$e i�p'�� °seve ®• ° ° B �•• e •° to ° ° S°p e °Oeo �b®� piI e Y i Oe �P• • 9 00 ae• O a L ° OP °Pp ° O B ° Y by • ° O PROJECT LOCATION g Q •• +o ' o ° o� °o u O pee. e.eep p e ' • o _ o "off � •� t psOO V � � ! � • O°O� o°p •° • . ♦a e b O� � ° o�p0,� �•..e O LOCATION MAP SCALE: 1" = 2,000' 0 ALIGNMENT/GRADING ABBREVIATIONS BC BACK OF CURB PCC BR BOTTOM OF RAMP PI BVCS BEGIN VERTICAL CURVE STATION PNT BVCE BEGIN VERTICAL CURVE ELEVATION PR BW BOTTOM OF WALL PRC D OR A DELTA ANGLE PT EG EXISTING GRADE PVC EP EDGE OF PAVEMENT PVI EVCS END VERTICAL CURVE STATION PVT EVCE END VERTICAL CURVE ELEVATION R FG FINISHED GRADE TAN FL FLOWLINE TC HP HIGH POINT THT INV INVERT TR L LENGTH TW LP LOW POINT STA LVC LENGTH OF VERTICAL CURVATURE SP PC POINT OF CURVATURE OFF Sheet List Table SHEET NUMBER SHEET TITLE CO.0 TITLE SHEET Co.1 GENERAL NOTES C1.0 SITE AND UTILITY PLAN C1.1 ENLARGED PLAN C1.2 CONSTRUCTION DETAILS SUBMITTAL LOG SUBMISSION DESCRIPTION 1 75% 2 100% SCOPE OF WORK: POINT OF COMPOUND CURVATURE POINT OF INTERSECTION POINT PROPOSED ELEVATION POINT OF REVERSE CURVATURE POINT OF TANGENCY POINT OF VERTICAL CURVATURE POINT OF VERTICAL INTERSECTION POINT OF VERTICAL TANGENCY RADIUS TANGENT DISTANCE TOP OF CURB THROAT TOP OF RAMP TOP OF WALL STATION SADDLE POINT OFFSET RECIPIENT ACPS (INTERNAL REVIEW) LOR SUBMISSION TO CDD SUBMITTAL DATE 4/6/2020 4/10/2020 THIS PROJECT CONSISTS OF THE INSTALLATION OF A MODULAR CLASSROOM BUILDING. ANCILLARY WORK INCLUDES: SIDEWALK CONNECTIONS CANOPY OVER WALKWAY UTILITY HOOKUPS: INSTALLATION OF A PRIVATE SANITARY SEWER GRINDER PUMP AND PUMP LINE AS NEEDED DOMESTIC WATER CONNECTION ''ry 'VJJ V J Q Q Uzz NN O- -jw ZD c z Q IL O O0w w J DC a � ~ w LL] J m J a m W W w V J LL] �PUTH 0p j 411012020 2 DANIEL C. HYER a Lic. No. 45596 1 ON AL 15� APPROVED DCH SUBMISSION NO. 2 PROJECT 1911200 T H E W 0 R K O F L I N E + G R A D E Como GENERAL CONSTRUCTION NOTES: UTILITIES: CONCRETE AND ASPHALT: l LV1O-LIINCIVMMVC, LLU 1. ALL CONSTRUCTION METHODS AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE STANDARDS AND SPECIFICATIONS (VDOT RBS&S), VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THE RULES AND REGULATIONS WATER AND SANITARY SEWER CONSTRUCTION SPECIFICATIONS AND STANDARDS FOR THE PLAN APPROVING AUTHORITY AND ANY OTHER APPLICABLE FEDERAL, STATE, OR LOCAL ORDINANCES, CODES, AND LAWS. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL CONDITIONS, MATERIALS, DIMENSIONS LOCATIONS AND EXISTING ELEMENTS TO REMAIN IN THE FIELD BEFORE PROCEEDINGS WITH ANY WORK. IF CONDITIONS VARY FROM WHAT IS REPRESENTED IN THE DRAWINGS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. 3. EXISTING CONSTRUCTION SHOWN IN THESE DRAWINGS SHALL BE USED AS RELATIVE REFERENCES AND ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR IF DEEMED CRITICAL FOR PROPER EXECUTION OF THE WORK. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DUST CONTROL MEASURES. 5. PROVIDE ADEQUATE PROTECTION FOR THE EXISTING BUILDINGS, BUILDING OCCUPANTS, VEHICLES AND PEDESTRIANS AT ALL TIMES IN ACCORDANCE WITH OSHA AND ALL APPLICABLE STATE AND LOCAL CODES. 6. MATERIALS AND EQUIPMENT SHALL BE STORED IN APPROVED AREAS TO PREVENT IMPACTS ON VEHICLES AND PEDESTRIANS. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR MEASURES TAKEN TO ENSURE VEHICULAR AND PEDESTRIAN SAFETY THROUGH THE ENTIRE DURATION OF THE WORK. SAFETY IS PARAMOUNT. 7. EQUIPMENT AND MATERIALS SHALL BE STORED IN DESIGNATED AREAS AND SHALL NOT ENCUMBER THE OWNER'S OPERATIONS, SURROUNDING RIGHT OF WAY, OR ADJOINING GROUNDS. 8. ALL WORK AREAS SHALL BE CLEANED DAILY. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF BUILDINGS ADJACENT TO WORK AREAS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS OF DAMAGES RESULTING FROM CONSTRUCTION ACTIVITIES. 10. SECTION CUTS AND DETAIL CALLOUTS INDICATED IN THE DRAWINGS ARE TYPICAL FOR THE PROJECT. THEY ARE TO BE CONSIDERED TYPICAL FOR SIMILAR CONDITIONS AND HAVE NOT BEEN SHOWN EVERYWHERE THEY APPLY. 11. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY. 12. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL CONSTRUCTION. 13. SYMBOLS IN THE DRAWINGS ARE NOT TO SCALE. 14. ALL WORK SHALL BE LAID -OUT PRIOR TO INSTALLATION OF NEW WORK BASED ON MEASUREMENT OF EXISTING CONSTRUCTION AND EXISTING CONSTRUCTION DESIGNATED TO REMAIN AS PART OF THE PROJECT. DO NOT START INSTALLATION OF WORK UNTIL LAY -OUT IS COMPLETE AND POTENTIAL CONFLICTS HAVE BEEN IDENTIFIED AND ADDRESSED. 15. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL DAMAGE TO THE EXISTING BUILDINGS AND ADJACENT GROUNDS AND PROPERTY CAUSE BY THE CARELESSNESS OR NEGLECT OF HIS WORKMEN. DAMAGE TO PORTIONS OF THE PROPERTY NOT SUBJECT TO WORK UNDER THE CONTRACT SHALL BE REPAIRED TO THE FULL SATISFACTION OF THE OWNER AND ENGINEER, AT THE CONTRACTOR'S EXPENSE. 16. PROTECTION OF THE WORK: PROTECT EFFECTIVELY ALL MATERIALS AND EQUIPMENT DURING THE ENTIRE PERIOD OF CONSTRUCTION. REPLACE MATERIALS AND EQUIPMENT DAMAGED, LOST OR STOLEN WITHOUT ADDITIONAL COST TO THE OWNER. 17. PROTECT EXISTING MATERIALS DURING INSTALLATION OF TEMPORARY PROTECTION AND CONSTRUCTION. DO NOT DEFACE OR REMOVE EXISTING MATERIALS IF INTENDED TO STAY. ATTACHMENTS OF TEMPORARY PROTECTION TO EXISTING CONSTRUCTION SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. 18. OBTAIN ENGINEER REVIEW AND WRITTEN APPROVAL IN THE FORM OF A CONSTRUCTION CHANGE DIRECTIVE OR SUPPLEMENTAL INSTRUCTION BEFORE MAKING CHANGES OR ADDITIONS TO CONSTRUCTION OR REMOVING MATERIALS THAT WERE INTENDED TO REMAIN. 19. NOTIFY ENGINEER OF VISIBLE CHANGES IN THE INTEGRITY OF MATERIALS OR COMPONENTS WHETHER DUE TO ENVIRONMENTAL CAUSES INCLUDING BIOLOGICAL ATTACK, UV DEGRADATION, FREEZING OR THAWING OR DUE TO STRUCTURAL DEFECTS INCLUDING CRACKS, MOVEMENT OR DISTORTION. DO NOT PROCEED WITH WORK IN QUESTION UNTIL DIRECTED BY THE ENGINEER. 20. WHERE MISSING FEATURES ARE INDICATED TO BE REPAIRED OR REPLACED, PROVIDE FEATURES WHOSE DESIGNS ARE BASED ON ACCURATE DUPLICATIONS RATHER THAN ON CONJECTURAL DESIGNS, SUBJECT TO APPROVAL OF THE ENGINEER. 21. WHERE WORK REQUIRES EXISTING FEATURES TO BE REMOVED, CLEANED AND REUSED, PERFORM THESE OPERATIONS WITHOUT DAMAGE TO THE MATERIALS THEMSELVES, TO ADJACENT MATERIALS, OR TO THE SUBSTRATE. WHEN CLEANING, MATCH SAMPLES OF EXISTING MATERIALS THAT HAVE BEEN CLEANED AND IDENTIFIED FOR ACCEPTABLE CLEANING LEVELS. AVOID OVER CLEANING TO PREVENT DAMAGE TO EXISTING MATERIALS DURING CLEANING. 22. TEMPORARY MATERIALS MAY BE NEW OR USED, BUT MUST BE ADEQUATE IN FOR REQUIRED USAGE, MUST NOT CREATE UNSAFE CONDITIONS AND MUST NOT VIOLATE REQUIREMENTS OF APPLICABLE CODES AND STANDARDS. 23. CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE FIRE PROTECTION IN THE FORM OF FIRE EXTINGUISHER OR OTHER EFFECTIVE MEANS OF EXTINGUISHING FIRE, READY FOR INSTANT USE, DISTRIBUTED AROUND THE PROJECT AND IN AND ABOUT TEMPORARY, INFLAMMABLE STRUCTURES DURING CONSTRUCTION OF WORK. EXISTING FIRE HOSE CONNECTIONS SHALL BE ACCESSIBLE AT ALL TIMES BY FIRE DEPARTMENT PERSONNEL. MATERIAL SAND DEBRIS SHALL NOT BE STORED IN FRONT OF THE CONNECTION, THUS PREVENTING ACCESS. THE CONTRACTOR SHALL COORDINATE ACCESS PROCEDURES WITH THE FIRE MARSHALL. 24. GASOLINE AND OTHER FLAMMABLE LIQUIDS SHALL BE STORED AND DISPENSED FROM UL LISTED SAFETY CONTAINERS IN CONFORMANCE WITH THE NATIONAL BOARD OF FIRE UNDERWRITERS' RECOMMENDATIONS. 25. SUBMITTALS ARE NOT REQUIRED IF CONTRACTOR ELECTS TO USE THE PROPRIETARY PRODUCTS LISTED. SUBMITTALS WILL BE REQUIRED IF CONTRACTOR WISHES TO USE ALTERNATE PRODUCTS. ALL ALTERNATE PRODUCTS ARE SUBJECT TO REVIEW AND APPROVAL BY THE ENGINEER AND OWNER. 26. CONTRACTOR SHALL CALL MISS UTILITY AT 1-800-552-7001 BEFORE CONSTRUCTION COMMENCES. 27. TREE AND PLANT ROOTS OR BRANCHES THAT MAY INTERFERE WITH THE WORK SHALL BE TRIMMED OR CUT ONLY WITH THE APPROVAL OF THE OWNER AND ENGINEER. ANY TREES OR PLANTS WHICH ARE SHOWN TO REMAIN THAT DO NOT INTERFERE WITH THE WORK, BUT ARE DAMAGED BY CONTRACTOR OR HIS SUB -CONTRACTORS, SHALL BE REPLACED BY CONTRACTOR AT NO ADDITIONAL COST. WORK AREA PROTECTION AND MAINTENANCE: 1. CLEARING AND GRUBBING SHALL BE CONFINED TO THOSE AREAS NEEDED FOR CONSTRUCTION, AND AS SHOWN IN THE DRAWINGS. 2. DISTURBED AREAS BEYOND THE ROADWAY CURB AND WHERE INDICATED ON THE PLANS SHALL RECEIVE TOPSOIL AS NECESSARY AND AS DIRECTED. SEEDING MIXTURE SHALL BE DETERMINED BY THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK SECTION 3.32 3. CONTRACTOR IS PERMITTED TO WORK IN THE PUBLIC RIGHT-OF-WAY AND ANY TEMPORARY OR PERMANENT EASEMENT SHOWN ON THE PLANS. HOWEVER, CONTRACTOR SHALL NOTIFY PROPERTY OWNER(S) FORTY-EIGHT (48) HOURS PRIOR TO WORKING ON ANY PRIVATE PROPERTY TO COORDINATE ACCESS AND TO DETERMINE A STORAGE AREA FOR MATERIALS IF NEEDED. COORDINATION OF ACCESS TO PUBLIC RIGHT-OF-WAY AND STORAGE OF MATERIALS THEREON SHALL BE COORDINATED WITH THE ENGINEER. CONTRACTOR'S FAILURE TO NOTIFY AND COORDINATE WITH PROPERTY OWNERS AND/OR THE ENGINEER MAY RESULT IN DELAYS. NO ADDITIONAL COMPENSATION OR TIME FOR PERFORMANCE WILL BE GIVEN FOR ANY SUCH DELAYS. 4. CONTRACTOR SHALL, AT HIS EXPENSE, MAINTAIN THE WORK SITE IN A CLEAN AND ORDERLY APPEARANCE AT ALL TIMES. ALL DEBRIS AND SURPLUS MATERIAL COLLECTED SHALL BE DISPOSED OF OFF THE WORK SITE BY CONTRACTOR, AT HIS EXPENSE. 5. EXISTING LAWNS, TREES, SHRUBS, FENCES, UTILITIES, CULVERTS, WALLS, WALKS, DRIVEWAYS, POLES, SIGNS, RIGHT-OF-WAY MONUMENTS, MAILBOXES AND THE LIKE SHALL BE PROTECTED FROM DAMAGE DURING THE WORK. ANY DAMAGE CAUSED TO SUCH ITEMS SHALL BE REPAIRED OR REPLACED BY CONTRACTOR AT NO ADDITIONAL COST. PROPERTY PINS DISTURBED BY CONTRACTOR THAT ARE NOT SHOWN ON THE PLANS TO BE DISTURBED SHALL BE RESTORED BY LICENSED SURVEYOR AT THE CONTRACTOR'S EXPENSE. 6. MEASURES TO CONTROL EROSION AND SEDIMENT SHALL BE PROVIDED PURSUANT TO AND IN COMPLIANCE WITH CURRENT FEDERAL, STATE AND LOCAL REGULATIONS. THE INFORMATION CONTAINED IN THE CONSTRUCTION PLANS AND/OR APPROVAL OF THE PLANS SHALL IN NO WAY RELIEVE THE CONTRACTOR OR HIS AGENT OF ANY LEGAL RESPONSIBILITY WHICH MAY BE REQUIRED BY THE CODE OF VIRGINIA OR ANY ORDINANCE ENACTED BY THE COUNTY OF ALBEMARLE. CONTRACTOR SHALL PROVIDE THE NECESSARY DIVERSION DITCHES, DIKES, OR TEMPORARY CULVERTS REQUIRED TO PREVENT MUD AND DEBRIS FROM BEING WASHED ONTO THE STREETS OR ADJACENT PROPERTY. CONTRACTOR'S VEHICLES SHALL BE KEPT CLEAN TO PREVENT MUD OR DUST FROM BEING DEPOSITED ON STREETS. NO AREA SHALL BE LEFT DENUDED FOR MORE THAN SEVEN (7) CALENDAR DAYS. 7. CONTRACTOR SHALL CLEAN UP, RESTORE, SEED AND MAINTAIN ALL DISTURBED AREAS IMMEDIATELY UPON COMPLETION OF WORK. TOPSOIL SEED, FERTILIZER AND MULCH SHALL BE PLACED IN ACCORDANCE WITH COUNTY OF ALBEMARLE STANDARDS ON ALL DISTURBED AREAS. A PERMANENT STAND OF GRASS ADEQUATE TO PREVENT EROSION SHALL BE ESTABLISHED PRIOR TO FINAL ACCEPTANCE. ALL EROSION AND SEDIMENT CONTROLS SHALL BE REMOVED WITHIN 30 DAYS AFTER THE PROJECT IS STABILIZED. (MS-18) 8. FOR FURTHER REQUIREMENTS AND DETAILS OF TREE PRESERVATION, PLANTING, EROSION AND SEDIMENT CONTROL, REFER TO THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 9. AN EROSION AND SEDIMENT CONTROL CERTIFIED RESPONSIBLE LAND DISTURBER (CRLD) IS REQUIRED FOR ALL LAND DISTURBANCE ACTIVITIES. 10. THE CONTRACTOR SHALL PROPERLY INSTALL AND MAINTAIN EROSION AND SEDIMENT CONTROLS FOR THE LIFE OF THE PROJECT; AND ROUTINELY CHECK CONTROL DEVICES BEFORE, DURING AND AFTER STORM EVENTS. 1. PRIOR TO CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL ASSUME RESPONSIBILITY OF LOCATING ANY AND ALL UNDERGROUND UTILITIES (PUBLIC OR PRIVATE) THAT MAY EXIST WITHIN OR CROSS THROUGH THE AREA OF CONSTRUCTION WHETHER OR NOT THEY ARE SHOWN ON THE PLANS. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL CALL 'MISS UTILITY OF VIRGINIA' AT 1-800-552-7001. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS SOLE EXPENSE, ANY EXISTING UTILITY DAMAGED DURING CONSTRUCTION. 2. THE PLAN DOES NOT GUARANTEE THE EXISTENCE, NONEXISTENCE, SIZE, TYPE, LOCATION, ALIGNMENT, OR DEPTH OF ANY OR ALL UNDERGROUND UTILITIES OR OTHER FACILITIES. WHERE SURFACE FEATURES (MANHOLES, CATCH BASINS, VALVES, ETC.) ARE UNAVAILABLE OR INCONCLUSIVE. INFORMATION SHOWN MAY BE FROM UTILITY OWNER'S RECORDS AND/OR ELECTRONIC LINE TRACING, THE RELIABILITY OF WHICH IS UNCERTAIN. THE CONTRACTOR SHALL PERFORM TEST EXCAVATIONS OR OTHER INVESTIGATION AS NECESSARY TO VERIFY LOCATION AND CLEARANCES. 3. WHEN THE WORK CROSSES EXISTING UTILITIES, THE EXISTING UTILITIES SHALL BE ADEQUATELY SUPPORTED AND PROTECTED FROM THE 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. 4. CONTRACTOR SHALL NOTIFY LANDOWNERS, TENANTS AND THE ENGINEER A MINIMUM OF 72 HOURS PRIOR TO THE INTERRUPTION OF ANY SERVICES. SERVICE INTERRUPTIONS SHALL BE KEPT TO A MINIMUM. 5. CONTRACTOR TO MAKE ANY NECESSARY ADJUSTMENTS TO ALL UTILITY JUNCTION BOXES, VALVE BOXES, MANHOLES, CLEAN -OUTS, AND OTHER GRADE RELATED ITEMS IN SIDEWALK, ROADWAY, AND/OR ADJACENT AREAS TO MATCH FINISHED GRADE. COSTS ARE TO BE INCLUDED UNDER THE VARIOUS UNIT BID ITEMS. NO SEPARATE PAYMENT WILL BE MADE. 6. 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. 7. ALL BUILDINGS THAT MAY PRODUCE WASTES CONTAINING MORE THAN ONE HUNDRED (100) PARTS PER MILLION OF FATS, OIL, OR GREASE SHALL INSTALL A GREASE TRAP. THE GREASE TRAP SHALL MEET SPECIFICATIONS OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, MAINTAIN RECORDS OF CLEANING AND MAINTENANCE, AND BE INSPECTED ON REGULAR INTERVALS BY THE REGULATORY COMPLIANCE ADMINISTRATOR IN THE DEPARTMENT OF UTILITIES. 8. CONTACT THE REGULATORY COMPLIANCE ADMINISTRATOR AT 970-3032 WITH ANY QUESTIONS REGARDING THE GREASE TRAP OR BACKFLOW PREVENTION DEVICES. EARTH WORK AND SITE CONDITIONS: 1. EXCEPT AS OTHERWISE SHOWN ON THE PLANS, ALL CUTS AND FILLS SHALL BE NO GREATER THAN 3:1. 2. UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE SPECIFICATIONS, ALL FILL MATERIALS SHALL BE COMPACTED TO 95% OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99 METHOD A, WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE, FOR THE FULL WIDTH AND THE DEPTH OF THE FILL. 3. THE CONTRACTOR SHALL ADD, CHANGE, OR RELOCATE EROSION AND SEDIMENT CONTROLS AT THE DIRECTION OF THE COUNTY OF ALBEMARLE E&S INSPECTOR TO THEIR SATISFACTION AT NO ADDITIONAL COST TO THE OWNER. 4. ALL GRADING AND IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA UNLESS OTHERWISE INDICATED. 5. PROPOSED GRADES SHALL BE FIELD ADJUSTED TO CONFORM TO THE INTENT OF THE TYPICAL SECTIONS. A SMOOTH GRADE SHALL BE MAINTAINED FROM THE BASELINE TO THE PROPOSED EDGE OF PAVEMENT OR FACE OF CURB TO PRECLUDE THE FORMING OF FALSE GUTTERS AND/OR PONDING OF WATER ON ALL PAVED SURFACES. 6. CONTRACTOR SHALL MAINTAIN A SMOOTH GRADE TO THE PROPOSED EDGE OF PAVEMENT OR FACE OF CURB TO PROVIDE POSITIVE DRAINGE ON ALL PAVED SURFACES. ANY AREAS WHERE WATER IS IMPOUNDED SHALL BE CORRECTED BY CONTRACTOR AT NO ADDITIONAL COST. POSITIVE DRAINAGE OF ALL ROADWAY AREAS TO THE STORM DRAIN INLETS OR OTHER ACCEPTABLE DRAINAGE CHANNELS AS NOTED ON THE PLANS IS REQUIRED. 7. CONTRACTOR SHALL MAINTAIN EXISTING STREAMS, DITCHES, DRAINAGE STRUCTURES, CULVERT AND FLOWS AT ALL TIMES DURING THE WORK. CONTRACTOR SHALL PAY FOR ALL PERSONAL INJURY AND PROPERTY DAMAGE WHICH MAY OCCUR AS A RESULT OF FAILING TO MAINTAIN ADEQUATE DRAINAGE. 8. ALL PIPES, DI'S AND OTHER STRUCTURES SHALL BE INSPECTED BY THE ENGINEER BEFORE BEING BACKFILLED OR BURIED. THE ENGINEER MAY REQUIRE CONTRACTOR, AT NO ADDITIONAL COST, TO UNCOVER AND RE-COVER SUCH STRUCTURES IF THE HAVE BEEN BACKFILLED OR BURIED WITHOUT SUCH INSPECTION. 9. ALL STORM CHANNELS, DRAINS, AND SEWER SYSTEMS SHALL BE CLEANED UPON COMPLETION OF THE PROPOSED WORK. SEDIMENT, CHEMICALS, AND/OR DEBRIS REMOVED FROM THESE SYSTEMS SHALL BE REMOVED AND DISPOSED OF PROPERLY. MAINTENANCE OF TRAFFIC: 1. TEMPORARY STREET CLOSURE PERMIT REQUIRED FOR CLOSURE OF SIDEWALKS, PARKING SPACES AND ROADWAYS AND IS SUBJECT TO APPROVAL BY THE COUNTY OF ALBEMARLE TRAFFIC ENGINEER. 2. THE VIRGINIA WORK AREA PROTECTION MANUAL AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) SHALL GOVERN ALL TEMPORARY TRAFFIC CONTROL OPERATIONS THROUGHOUT CONSTRUCTION OF THIS PROJECT. ADHERENCE TO APPLICABLE PROVISIONS OF THE MANUAL IS REQUIRED OF THE CONTRACTOR EVEN THOUGH DETAILED REFERENCE TO ALL SUCH PROVISIONS MAY NOT BE CONTAINED IN THE PLANS. GENERAL NOTES 3. ALL EXISTING RESIDENTIAL AND COMMERCIAL ENTRANCES SHALL BE MAINTAINED AT ALL TIMES, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 4. NO TEMPORARY PAVEMENT MARKING SHALL BE ALLOWED ON THE FINAL ASPHALT SURFACE COURSE. 5. THE CONTRACTOR SHALL MAINTAIN ALL LANES OF TRAVEL OPEN FROM 6:30 AM TO 9:00 AM AND 3:00 PM TO 5:00 PM UNLESS DEEMED UNNECESSARY BY THE ENGINEER. SHORT PERIODS OF ONE WAY FLAGGING OPERATIONS MAY BE CONDUCTED OUTSIDE THE HOURS MENTIONED ABOVE. 6. ALL TRAFFIC SIGNALS SHALL BE ADJUSTED AS DEEMED NECESSARY BY THE ENGINEER PRIOR TO ANY TRAFFIC CHANGES. 7. WHEN WORK IN THE EXCAVATION AREA IS DISCONTINUED FOR A SHORT PERIOD OF TIME, AS AT NIGHT, THE CONTRACTOR SHALL BACKFILL THE CUT AREAS ADJACENT TO THE BUSTING PAVEMENT WITH A 'FILLET OF MATERIAL'. THE FILLET SHALL BE COMPOSED OF THE SAME MATERIAL (EXCAVATION, BORROW, BASE COURSE, ETC.) ALL COSTS FOR PLACING AND REMOVING THIS FILLET OF MATERIAL SHALL BE INCLUDED IN THE PRICE BID FOR OTHER BID ITEMS OF WORK ON THIS PROJECT, AND NO ADDITIONAL CHARGE WILL BE ALLOWED. 8. EXISTING SURFACE, AGGREGATE BASE AND SUBBASE MATERIAL WHICH WILL BE DEMOLISHED OR OBLITERATED DURING CONSTRUCTION AND WHICH IS SUITABLE FOR MAINTENANCE OF TRAFFIC AS DETERMINED BY THE ENGINEER, SHALL BE SALVAGED AND UTILIZED FOR MAINTENANCE OF TRAFFIC PRIOR TO THE USE OF COMMERCIAL MATERIAL. WHEN NOT SPECIFIED AS A SEPARATE PAY ITEM, THE REMOVAL AND SALVAGING OF EXISTING SURFACES AND AGGREGATE BASE AND SUBBASE MATERIAL WILL BE MEASURED AND PAID FOR AS REGULAR EXCAVATION IN ACCORDANCE WITH SECTION 303 OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. 9. CONSTRUCT ALL INTERSECTIONS AND DRIVEWAYS UNDER TRAFFIC. 10. IF USED, TEMPORARY TRAFFIC BARRIER SERVICE SHALL BE INSTALLED AND REMOVED SO AS NOT TO PRESENT ANY BLUNT END OR HAZARD TO THE MOTORING PUBLIC. 11. CONTRACTOR SHALL NOTIFY TRANSIT PROVIDERS A MINIMUM OF TWO WEEKS PRIOR TO ANY IMPACT OR DISRUPTION TO REGULAR SERVICE OR STOPS. 12. ALL EXISTING PAVEMENT MARKINGS CONFLICTING WITH PROPOSED CONSTRUCTION PAVEMENT MARKINGS (IF USED) SHALL BE ERADICATED. 13. INSTALLATION AND REMOVAL OF TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE SECTION 6G.25 OF THE WORK AREA PROTECTION MANUAL. 14. USE APPROPRIATE SIGNS TO SHIFT PEDESTRIAN TRAFFIC AS NEEDED. 15. CONTRACTOR SHALL ASSURE ENDS OF TEMPORARY CONCRETE BARRIER (IF USED) DO NOT OBSTRUCT INTERSECTION SIGHT LINES. FIRE PREVENTION: 1. NO SMOKING SHALL BE ALLOWED ON SCHOOL PROPERTY. 2. OVERHEAD WIRING OR OTHER OVERHEAD OBSTRUCTIONS SHALL NOT BE LOWER THAN 13 FEET 6 INCHES OVER A PUBLIC STREET PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE. 3. CONTRACTOR SHALL ENSURE THAT BUILDING STREET NUMBERS ARE PLAINLY VISIBLE FROM THE FRONTAGE STREET AT ALL TIMES DURING CONSTRUCTION FOR EMERGENCY RESPONDERS, PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. 4. AN APPROVED WATER SUPPLY FOR FIRE PROTECTION SHALL BE MADE AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS ARRIVE ON SITE. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF EACH DAY AND DISPOSED OF IN ACCORDANCE WITH VIRGINIA STATEWIDE FIRE PREVENTION CODE. 5. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL BE DONE IN ACCORDANCE WITH CHAPTER 35 OF THE VIRGINIA STATEWIDE FIRE PREVENTION CODE. 6. FIRE EXTINGUISHERS SHALL BE PROVIDED WITH NOT LESS THAN ONE APPROVED PORTABLE FIRE EXTINGUISHER AT EACH STAIRWAY ON ALL FLOOR LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE. 7. VEHICULAR ACCESS FOR FIRE FIGHTING SHALL BE PROVIDED AT ALL CONSTRUCTION AND DEMOLITION SITES AND TO WITHIN 100 FEET OF TEMPORARY OR PERMANENT FIRE DEPARTMENT CONNECTIONS. VEHICULAR ACCESS SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS AND VEHICLE LOADING UNDER ALL WEATHER CONDITIONS IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE. 1. ALL MATERIAL INSIDE FORMS SHALL BE CLEAN AND FREE OF ALL ROCKS AND OTHER LOOSE DEBRIS. SUB -BASE MATERIAL SHALL BE COMPACTED BY MECHANICAL MEANS. 2. CONCRETE SHALL NOT BE PLACED UNLESS THE AIR TEMPERATURE IS AT LEAST 40 DEGREES FAHRENHEIT (F) IN THE SHADE AND RISING. 3. CONCRETE SHALL NOT BE PLACED UNTIL STEEL DOWELS HAVE BEEN INSTALLED IN EXISTING CONCRETE IN ACCORDANCE WITH COUNTY OF ALBEMARLE STANDARDS. 4. 1/2 I' PREMOLDED EXPANSION JOINT MATERIAL SHALL BE PLACED AT A MAXIMUM OF 30' INTERVALS ON NEW SIDEWALK, CURB, CURB & GUTTER, AT EACH END OF DRIVEWAY ENTRANCES, AT EACH END OF HANDICAP RAMPS, SOME POINT ON ENTRANCE WALKS AND STEPS ADJUSTMENTS, AND ALONG BUILDINGS AND WALLS WHERE NEW CONCRETE SIDEWALKS ARE PLACED AGAINST THEM. 5. ALL EXISTING CURBS, CURB & GUTTER, SIDEWALK AND STEPS TO BE REMOVED SHALL BE TAKEN OUT TO THE NEAREST JOINT. DEMOLITION AND DISPOSAL COST TO BE INCLUDED IN OTHER UNIT BID ITEMS. NO SEPARATE PAYMENT WILL BE MADE FOR THIS WORK. 6. EXISTING ASPHALT CONCRETE PAVEMENT SHALL BE SAW CUT AND REMOVED AS PER THE SPECIFICATIONS. REMOVAL SHALL BE DONE IN SUCH A MANNER AS TO NOT TEAR, BULGE OR DISPLACE ADJACENT PAVEMENT. EDGES SHALL BE CLEAN AND VERTICAL, ALL CUTS SHALL BE PARALLEL OR PERPENDICULAR TO THE DIRECTION OF TRAFFIC. 7. DISPOSAL OF ALL EXCESS AND DEMOLITION MATERIAL IS THE RESPONSIBILITY OF THE CONTRACTOR. =R Y GENERAL SURVEY NOTES: TOPOGRAPHY SOURCE: COUNTY GIS BASIS OF DATUM: HORIZONTAL: COUNTY GIS VERTICAL: COUNTY GIS BENCHMARKS: (NONE) SUGGESTED CONSTRUCTION SEQUENCING: 1. PROTECT ADJACENT AREAS FROM DAMAGE DUE TO CONSTRUCTION ACTIVITIES. 2. INSTALL PERIMETER CONTROL MEASURES AS INDICATED ON PLANS INCLUDING SAFETY FENCE, SILT FENCE, AND TREE PROTECTION. 3. CLEAR AND GRUB EXISTING GROUND COVER AND DEMOLISH EXISTING ITEMS MARKED FOR DEMOLITION. 4. GRADE SITE TO FINAL GRADES PER PLANS. 5. FORM AND INSTALL CONCRETE WORK. 6. STABILIZE ALL AREAS AND REPAIR ANY EROSION AND REMOVE ANY SEDIMENT. 7. INSTALL REMAINING SITE FEATURES. 8. DRESS AND OVERSEED ALL DISTURBED AREAS AS NECESSARY TO AFFECT PERMANENT VEGETATIVE COVER. 9. REMOVE PERIMETER CONTROL MEASURES. 0 C uj z J R u� ��ryoo �vJJ V J Q Q Uzz NN O- I..� W J L LI ZD Ir z 0 LL O O0w LL] J Q ~ ILL] W J m Q m z oC W w z C7 z w W L.LJ 0 z NQ I..L W z L L] 0 !PvTH 0p yr �Gy 411012020 f2 DANIEL C. HYER Lic. No. 45596 A r �V�i IONAL 16� APPROVEL DCH SUBMISSION NO 2 PROJECT 1911200 T H E W 0 R K O F L I N E + G R A D E l LU1O-LIINLIUN( UL, LLB. SEE MODULAR CLASSROOM DETAILS 1/C1.1 FOR SPEC'S PROPOSED MODULAR CLASSROOM FIFE = 498.90' / ROOF TIE DOWN 3:1 :RHANG I / ----- 8.5' r 0 0 II II 35" I J VIPROPOSED I____aI____a_EXISTING GRADE ADA RAMP FOOTING PER MODULAR PROPOSED STAIRS / SEE PLAN MANUFACTURER SPEC'S. PROPOSED GRADE SEE PLAN I MODULAR CLASSSROOM ELEVATION EX. LIGHT POLE EX. LIGHT POLE/ I = --------- ----- ----- ` �— — --- -- 1 ENLARGED PLAN I EX. TREE TO BE REMOVED I � Ago •/ // / / / /// // • �'9 0 / PROPOSED 6 CLASSROOM MODULAR BUILDING. SEE DETAIL 1/C1.1 FOR FLOOR PLAN. oG EX. BENCH TO BE REMOVED / i SMOOTH TOPOGRAPHY AS REQUIRED ILE IRS AN D MAI IN ;� ,•�: O I / NECESSARY C EARANCE B NEATH / / �Q� //// --------- -- —— — — — — — — — — — — — — — — — — — ---� EX. BASKETBALL !�9 2 / COURT C1.0 / PROPOSED 5' GRAVEL WALKWAY \\ EX.BASKETBALL COURT EX. PLAYGROUND 7= 01 N SITE AND UTILITY PLAN 1" = 20': 0 20 40 Lu C9 z C) cc W Lu z c� z W w z J U) U) Q Q Uzz o- J W ZD C z Q IL o Ow G W cr J a � ~ w W J m J a M� W or_ w MQ W M, 7PVH 0p / �0- 411012020 2 DANIEL C. HYER a Lic. No. 45596 A r iv�t I ON AL lef"al APPROVED DCH SUBMISSION NO. 2 PROJECT 1911200 T H E W 0 R K O F L I N E + G R A D E l LU1O-LIINLIUN( UC, LLB. 8,� I BAKER -BUTLER r ELEMENTARY SCHOOL 11 o s° COLUMNS AT CORNERS AND EVERY 15' O.C. PROPOSED & SIDEWALK 2)' ENLARGED CANOPY PLAN 1 = 10. 0 10 20 (ZWPPT N1nTPC- 1. VERTICAL ELEVATIONS ARE BASED ON COUNTY GIS AND SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION 2. THE FINAL FINISHED FLOOR ELEVATION SHALL BE APPROXIMATELY 35 INCHES ABOVE THE EXISTING GROUND PER THE TRAILER SPECIFICATIONS. i N ENLARGED PLAN 1 1" = 20': 0 20 40 1 \ 1 1 PROVIDE TIMBER BLOCKING \ � TO PROTECT CURB 1 \ 1 1 1 PROPOSED WATER SERVICE LATERAL AND METER SEE DETAILS SHEET C1.2 / / / i Lu v z CC W W z z W J U Lu z J ''ry 'VJJ V J Q Q Uzz o- J w ZD rr- z Q LL o 0 o w w_jcr a or_ ~ w W J m J a m nro Q m z Q 0 W CD ry J z W �PUTH 0p I j 4/>0/2020 DANIEL C. HYER a Lic. No. 45596 A r� I ON AL lef"al APPROVED DCH SUBMISSION NO. 2 PROJECT 1911200 T H E W 0 R K O F L I N E + G R A D E -J LV 0 - LII\LTU ttHU G. LL1 OMODULAR CLASSROOM EX. GRADE 1811 TRENCH 2" TOPSOIL 7 I i ITr I •• • • • • Trl I ITr HIE I\//\\//\\//\\//\\//\ — //////////// \\ _ I _—� UNDISTURBED EARTH =III- COMPACTED BACKFILL 2" DIA. SANITARY FORCE LATERAL 1' COMPRESSION x 3/4' MALE PIPE COUPLING OR APPROVED EQUAL 0 O 0 so FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. o Q D NOTE: NO SWEATED FITTINGS 2' DUAL SERVICE R 1" COMPRESSION x 3/4' MALE PIPE COUPLING PPROVED EQUAL 1' TYPE SOFT COPPFOR 4(D USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. CAST IRON LID FINISHED GRADE 12'-15" LOCKWING BALL METER BOX YALVE NLE OUTLET) 35, MIN. COPPERSETTER 1/8 BEND COUPLINGA'sd �<: �'..•.-'a,�:: •;y... METER CORPORATION STOP J7 rl: ';+"f•' BRICK AS . A.^ •.f^,.'a^ �� NECESSARY SAND OR DUST UNDER �r�y,"g''� ��.�Tl;:rj 4' DIAMETER DRAIN PIPE, 12" �5%'="^t• BOX AND SETTER (2—INCH ir';�'r`irr'i. LONG STONE POCKET, VDOT MINIMUM THICKNESS) y�?:�:;izN-,�:}`,. ;an!. `�: i=`,c� SPEC. 203• NO. 57 AGGREGATE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A RIGID SURFACE FINISHED GRADE (WHERE APPLICABLE, SEE NOTE 1 BELOW) 5' (UNLESS OTHERWISE NOTED) - f- 2% CROSS SLOPE (SLOPED TO DRAIN I I —III —I 1I— — = I=III=11 =- =I I I=I I I=I I I=I I I=I I I= 6" X 6" W2.9 X W2.9 W.W.F. CENTERED IN CONCRETE - - - MIN. 4" THICK, 3000 PSI CONCRETE =III=III=III=- - II=III=1 =III=III=III-=1 I I=I I I=1 I I= 1 4 VDOT 21A STONE BASE =I I I=I I I=1 I I=III=III=1 PRE -MOLDED JOINT FILLER TD-10 2 TD-10 (Service Lateral) 3 COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID I 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 TD-13 NOTE: 1. WHERE SIDEWALK ABUTS PAVEMENT, CONCRETE, CURB, BUILDING, OR OTHER HARD SURFACE, CONTRACTOR TO PROVIDE PRE -MOLDED JOINT FILLER AND EXPANSION JOINT AS SHOWN ABOVE. SIDEWALK BLOCK AND GRAVEL DROP INLET SEDIMENT FIL TER RUNOFF - WATER WITH SEDIMENT OVERFLO� �71 WIRE SCREEN FILTERED WATER �■�� SPECIFIC APPLICATION DROP INLET WITH GRATE THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. Source: Va. DSWC OLATERAL TRENCH O TD-13 (Meter Boxes) O 3.07-3 GRATE INLET PROTECTION STONE CONSTRUCTION ENTRANCE 70' MIN. EXISTING CLOTHPAVEMENT 5,1 FILTER MOUNTABLE Al ■• ■ 1/ ELEVATION XISTING GROUND a WASHRACK n 1 —II=11 IIPII=11i1 �'rIl '!!!'+�7+�1t tl � •�`•` � •,d ,... �rhr, II=,mot •.YV Yri ►!•.ttll `dtf 1 II % :tip ;•�.;:+��i:EXISTING Il��i,�i :i ;..i ::PAVEMENT ulluii�i'. ..%L •�` n,',•ia�i': �; : 'i ��:'�+ VDOT 01 POSITIVE DRAINAGE 1 COURSE■ SEDIMENTri DEVICE:B TRAPPING f EXTENDMUST FULL WIDTH OF OPERATION SECTION A -A RELNh UKL,LJU UUNUKL I L 11ICHLIV z rmuL. SECTION B-B Source: Adapted from 1983 Maryland Standards for Soil Erosion and Sediment Control, and Va. DSWC 4 3.02-1 CONSTRUCTION ENTRANCE GRAVEL CURB INLET SEDIMENT FIL TER GRAVEL FILTER RUNOFF WATER —� —II I III SEDIMENT CONCRETE GUTTER Plate 3.02-1 t"l 4 WIRE MESH FILTERED WATER — D IIII v 4 -IIIIII � e — a: PIT 12" CURB INLET SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. * GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. Plate 3.07-3 Source: Va. DSWC 3.07-6 CURB INLET PROTECTION U Plate 3.07-6 Uj z C) Y� W W z 1..` Z W J U LU z J /ry Q Q Uzz 0(- Illy- (f)� J w ZD f z Q IL o O0w w J nc a � ~ w W J m J a M nro W 00 V ) J Q w 0 z 0 H U nC Cn z 0 U O�TH Op �Q O 411012020 2 DANIEL C. HYER a Lic. No. L,5596 A C 0I ON AL APPROVED DCH SUBMISSION NO. 2 PROJECT 1911200 T H E W 0 R K O F L I N E + G R A D E C102