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HomeMy WebLinkAboutSDP202100061 Plan - Revision 2021-07-20MOUNTAIN VIEW ELEMENTARY MODULAR CLASSROOM SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA SCOPE OF WORK: THE PROJECT CONSISTS OF THE INSTALLATION OF MODULAR CLASSROOM BUILDING CONTAINING 8 CLASSROOMS. ANCILLARY WORK ITEMS INCLUDE UTILITY CONNECTIONS, ADA ACCESS, AND FIRE TRUCK ACCESS. PROJECT INFORMATION: UTILITY OWNERS: OWNER: COUNTY OF ALBEMARLE SCHOOL BOARD 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22902 CONTACT: JOE LETTERI EMAIL: JLETTERI@K12ALBEMARLE.ORG ENGINEER: LINE+GRADE I CIVIL ENGINEERS 113 4TH STREET NE CHARLOTTESVILLE, VA 22902 CONTACT: DANIEL C. HYER, PE PHONE: 434.262.0169 SURVEYOR: LINCOLN SURVEYING (2005 SURVEY) 632 BERKMAR CIRCLE CHARLOTTESVILLE, VA 22901 CONTACT: JOE KELLER PHONE: 464.974.1417 PARCEL INFO: PARCEL #: 09100-00-00-01300 1757 AVON STREET EXT. CHARLOTTESVILLE, VA 22902 ZONED:R1 LEGAL AREA: 15.96 AC STANDARD ABBREVIATIONS ELECTRIC: DOMINION VIRGINIA POWER PHONE: VOIP (ACPS INTERNET CONTRACTOR) WATER: ALBEMARLE COUNTY SERVICE AUTHORITY STORM SEWER: ALBEMARLE COUNTY SANITARY SEWER: ALBEMARLE COUNTY SERVICE AUTHORITY ID INSIDE DIAMETER R&D REMOVE AND DISPOSE ABAN ABANDON LA LANDSCAPED AREA R&R REMOVE AND RESET AC ACRES LF LINEAR FEET R&S REMOVE AND STACK ADJ ADJUST LOD LIMITS OF DISTURBANCE SB SOUTHBOUND APPROX APPROXIMATE LT LEFT SF SQUARE FEET ASPH ASPHALT MAX MAXIMUM SSD STOPPING SIGHT DISTANCE Q BASELINE MIN MINIMUM STA STATION BLDG BUILDING ME MATCH EXISTING SW SIDEWALK BM BENCHMARK NIC NOT IN CONTRACT TEMP TEMPORARY (L CENTERLINE N.T.S. NOT TO SCALE TRANS TRANSITION CF CUBIC FEET NB NORTHBOUND TYP TYPICAL CG CURB AND GUTTER OC ON CENTER WB WESTBOUND CONC CONCRETE OD OUTSIDE DIAMETER WSEL WATER SURFACE ELEVATION CONST CONSTRUCTION PRKG PARKING DI DROP INLET PROJ PROJECT DND DO NOT DISTURB PROP PROPOSED EB EASTBOUND PVMT PAVEMENT EL ELEVATION PM PAVEMENT MARKING EX EXISTING REM REMOVE FIND FOUNDATION ROW RIGHT-OF-WAY GRVL GRAVEL RT RIGHT HC HANDICAP ALIGNMENT/GRADING ABBREVIATIONS BC BACK OF CURB PCC POINT OF COMPOUND CURVATURE BR BOTTOM OF RAMP PI POINT OF INTERSECTION BVCS BEGIN VERTICAL CURVE STATION PNT POINT BVCE BEGIN VERTICAL CURVE ELEVATION PR PROPOSED ELEVATION BW BOTTOM OF WALL PRC POINT OF REVERSE CURVATURE D OR A DELTA ANGLE PT POINT OF TANGENCY EG EXISTING GRADE PVC POINT OF VERTICAL CURVATURE EP EDGE OF PAVEMENT PVI POINT OF VERTICAL INTERSECTION EVCS END VERTICAL CURVE STATION PVT POINT OF VERTICAL TANGENCY EVCE END VERTICAL CURVE ELEVATION R RADIUS FG FINISHED GRADE TAN TANGENT DISTANCE FL FLOWLINE TC TOP OF CURB HP HIGH POINT THT THROAT INV INVERT TR TOPOFRAMP L LENGTH TW TOP OF WALL LP LOW POINT STA STATION LVC LENGTH OF VERTICAL CURVATURE SP SADDLE POINT PC POINT OF CURVATURE OFF OFFSET VICINITY MAP SCALE: 1" = 30,000' LOCATION MAP SCALE: 1" = 1,000' R SSE PLO SHEET INDEX SHEET NUMBER SHEET TITLE CO.0 TITLE SHEET C0.1 GENERAL NOTES C1.0 EXISTING CONDITIONS AND DEMOLITION PLAN C2.0 SITE AND UTILITY PLAN C1.1 CONSTRUCTION DETAILS XO.0 SURVEY 4 TOTAL SHEETS SUBMITTAL LOG SUBMISSION NO. DESCRIPTION RECIPIENT SUBMITTAL DATE 1 100% FOR CLIENT APPROVAL ALBEMARLE COUNTY PUBLIC SCHOOLS 07/07/2021 2 100% FOR CLIENT APPROVAL ALBEMARLE COUNTY PUBLIC SCHOOLS 07/20/2021 w 0 Q U W z z LCIJ I..L LEI z<< LLJ J � � LJJ LLI H z �U)Z:) Lu o) \ LLI / O Q Q U m Q Q ZD zJ U CO a G ZD 0 O 2 ta z uj uj z Z uj LLJ LLl (n LIJ TH Op�-7 o�/?o/mv, S, DANIEL C. HYER Y Lic. No. 45596, �1ONAL B� APPROVED DCH SUBMISSION NO. 2 PROJECT 1907100 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: 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. 28. ACCESSIBLE ROUTES AND FEATURES MUST MEET ICC A117.1-09 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 CONTRACTOR CERTIFICATION (E.S.C.C.C) 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 WISS 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. 9. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT 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. 10. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 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. SMOKING SHALL NOT BE ALLOWED ANYWHERE ON CAMPUS. "NO SMOKING" SIGNS SHALL BE POSTED AT EACH BUILDING SITE AND WITHIN EACH BUILDING DURING CONSTRUCTION PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. 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 " 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. GENERAL SURVEY NOTES: TOPOGRAPHY SOURCE: ACTUAL GROUND SURVEY (2005) BASIS OF DATUM: HORIZONTAL: NAD-83 VIRGINIA SOUTH ZONE VERTICAL: NAVD-88 NOTE:THE EXISTING SITE FEATURES SHOWN HEREIN HAVE BEEN FIELD VERIFIED AT THE TIME OF THIS APPLICATION. ADDITIONAL SITE FEATURES INSTALLED AFTER THE ORIGINAL SURVEY WAS CONDUCTED HAVE BEEN DEPICTED USING FIELD MEASUREMENTS AND AERIAL PHOTOGRAMMETRIC DIGITIZATION. SUGGESTED CONSTRUCTION SEOUENCING: 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. MOUNTAIN VIEW ELEMENTAR SCHOOL I - BENCHMARK TIE -DOWN AT BUILDING CORNER 'II YGROUI R EQU/P Sq2 ` 3 2 0.2 86,909 �N BENCHMARK TIE -DOWN 1 1" = 10': 0 10 20 ISO FIRE FLOW CALCULATIONS: Hydrant Flow °a```R`QI"r ServiceAuth�rity Y _ Test Report IY6eYW R�0�9�Me.M?A 11 14M19i1 Location MOUNTAIN VIEW ELEMENTARY Pressure Zone .URBAN F'`.3 Date and Time of Test 71812021112690 AM Minutes of Flow 2. Pipe Size (Inches) 10,1 Pressure Hydrant 11134 Static Pressure(psi) 24.1 Residual Pressure (psi) 23.1 1-1O20 Looped ❑ Q20 Multiple InIme Hydrants 20205ingle Flow ❑ Sprinkler Test Single Flow Flow Hydrant 91 ,1 6, Pitot Pressure ul(psi) 18 Vellowl 0 Testflowl 6991 Flow Hydrantk2 Pitot Pressure a2(psi) _. ', yellow2 ❑ Test Flow2 0', Flow Hydrant C3 Pitot Pressure in (psi) � yelloW3 ❑ Test Flow3 0 Total Estimated Flow(gpm) 6991 AWWA CL20 Calculation(gpm) 1498 1w-,e- n -1 a,.,o m, axood, nan.ma., k.0 Comments �Hydrantsppened. all the way. mn9al nlNVY�Vbr bwtiN:ee Yf'a.tleTux� 9. ue><�kntle 19m1wn,�MP��rneN .� o¢„�awin.wnr..,aw.a an aura lFiiutluy11nm41y�;a u. mi�,a ie.., ww"�..er+s& Estimated Consumpir, gall l For use for water audiE Air. Bewv Signature oiTF 1 ai.UbA . I 1 I I I BENCHMARK TIE -DOWN AT PROPOSED MODULAR CLASSROOM CORNER I I w 0 Q U W z Cz G LLJ z� LLl ¢ Z LLI Q D_ �> LLI LL I H �z i U LLI o0 LLI p D_ Q Q U) C0 z C) CO a G � 5O L ta Z E7C IIL uj Z Z Uj LLI O z Q z LU TH Op� 00002> 2� DANIEL C. HYER 9 LIC. N0. 45596, IOKAL APPROVED DCH SUBMISSIONI NIV 2 PROJECI 1907100 T HE W OR K u, L IN E + G R AD E ALA Y /REA EO / ENya1 *Say ` y 9 V Z 2 STORY I BRICK '. ; 00 .e l/ MULCHFLAY I I Z6 W i ,. ygl I AREA b 95 .'.. I A YGROUND 55 I I \ x y19 22 "' I E UIPME T x I I a • '� I a`• SSMH#1 \ I _ I 597.89 O CO t ' v o !6 I M.. I N P �p 519 j5 o o l l TBALL BASKE .,. SSMH#1 COURT YGROU 1 j3 Z I I I E /PMEN 5a yg1 5 / bZ ❑ G• I I COO ASPHAL T / 9b MULCH PLAY LNG• / I Ld GRG AREA I �SSMN# ?�P� ?oE0T ao. 65 I m03 y19. + ' a ; • a 4 : CHAINL lNK FENCE \ mi, a' '..2!":i ..?VY w:y pYN •L'.,� I _�P x I' y !" F7.7 gm BLOCK 5 ~ d -' y. :+:.' , ' r x; %;{•7' ;:•:. sa "� W�L / 58' REMOVE EXISTING • •�` \. '" ..� ,s,•.:; <` 1'•1: A. ,. 55b6 9 / CURB ASSHOWN/ / ++�'`"���'.� "^ �: .•'. d. • .•- S• ' •'t ,yL fa '• .-f�' a � ✓ � y 3 1. M1�- :, c•d;,,`:: r '•` `:, i' ca p,�i';, y: ASPHALT ASPHALT �ri i; •'r r: w' :' ; ? v .:: :: i• .i` ' 4 y3 PARKING 6 PARKING x �t REMOVE BOLLARD FOR 83 y+T ? y �V / 0 FIRE LANE INSTALLATION a .'� {� , •. ' fry •°•8®: •}3 �`•C �fi' " °x}•::���: ••p•;r A �a t..•.••.�'•.Ca',z' , • •6SPRl5 +r'.. �k e. :.•. .a- ,S.r+S.Y •?.:.; •%' }w�`!' �. rY' ',� 6BlR 0 W �. Jam'' , :+uSnM'.+ *" ?rs•�a CONC': a3'u • P 2 y5 31 • — 6' C g9 — • O 6 RPp I �EO&S x y11Z6 Z." . X •• 3 b1 ry ^ 4� /?� AP _ 6"PVC =!n l Oz 'L o { 518 y1 °� 06M GI � 6 58 I • 4MA 0: XOO $0 yb CO 9 aq 3WL 0/2 Q6SPRl5 572 C Z • 17 I Q u 5 1 5 (A IV 0.e 3M4CIO 4X FENCE 9 •. �" — �: CHAIN INK SDMH 2 -� ai O 7 N 581.90 �I y11.z' 616 3 ' M. R1 v rn Z m T+1�,J,... IN: 6"PVC 576.37 (WEST) So � Q �� .� rn ' � �'' Z IN: 6"PVC 574,16 (EAST) � 51a' C7 . n > i ' • rm 0 ! . .W IN: 15" RCP 576. 94 (NORTH) VV 1�q as �? o rn IA . .. Y : 73.70 x Z ]r ,.{ ».Z : -� ��. -ej OUT.- 15" RCP 573. 95 ' Z�!�''� W frl EXISTING CONDITIONS AND DEMOLITION PLAN 1" = 10': 0 10 20 ta Z uj uj z Z uj � Z LIJ z o Q LW J 2W wa¢ Z z W J 0— � 5; 0 J w 0 F-? z Q w 2 (n Lu z z�Q o Q c m zJ Uz O O J �o z 0C G ' ^ W �o��p,1,TH Op Df�� 0 0�1?0/z0,21 D DANIEL C. HYER Y LIC. No. 45596 A ' �IONAL SN APPROVED DCH SUBMISSION NO. 2 PROJECT 1907100 T H E W 0 R K O F L I N E + G R A D E �laI'qP� ' L ' ., ,p • `PLA W Y PLAY O�� 0' y11(y �.'.. :�..a Y a A A EQ l EN�yg�� * 5� yq * Lu C9 y 2 STORY m I Z I:, BRICK PROPOSED 5 CONCRETE I _ 4 D I I SIDEWALK 05 c[ iTl ' :•SiQ;Q�..' i • . , • C •/ /g . 1Ayj57513 579.13 tY /CONNECT TO EX. 579579.07 SIDEWALK 01 .5 ZZ LEVEL SPREADER 13 117� 579.07 • >- / 3 81 579.25 13 578.25 Z M. 1 / MULCHPLAY I 26 64 I AREA yg6 g5 "yg 1 * y19 Z g.ug ZO O g$ AYGROUND 61b. _ T ELECTRICAL TRANSITIONER(D I * L3 Z,�•+ ESi ® PAD (BY PAD) /� C+`I 'T, , "• ygq' I PROPOSED 8 CLASSROOM I iii • .'ALL d . ,:.'..♦ E., '. yb I MODULAR BUILDING 586.04 I FIFE = 583.5 I Z� SSMH#/ J I S AREA= 7936 ft2 597.89 5gb' I REQ FIREFLOW = 1500 GPM uj {f) �DIRECTIONAL BORE TO gl Og HERE, THEN OPEN TRENCH I eco "y I /jyTj��/� Yf Vr 17jvq d 'p` .a•..qp m UTILITYa 0 ® CLOSET ` N' '! `..'; ' •: I yg q •. 5 ' UGE i"Tl I �+ imm-Im ' im - 110E 110E 110E (2) 2" ELECTRICAL CONDUITS Q PUMP 4 PVC 579.99 (EAST) 16 SSMH#/ DIRECTIONAL BORE BA COUR�LL (SEE PLR UMB NG PLANS) y1g 7V / RECEIVING TRENCH ` 0 0 I J N.' " ( I J N . 1N: 4 ",PVC 591.72 roRou � y1 0) m 0 IN: 4"PVC 58L72 b2 � E iPMEN 58' SANITARY SEWER �� "• OUT: 6"PVC 518.38 g. / � $ a- DIRECTIONAL BORE) v ►0 > ®.. m g GG ( -w-HALT � yi � o. i*I . • ;.a O' •�{ FR M Y . �� J • i / c,y 5g5 I 3 HOUSED AUK FN HO BOX ENTER / • v TIE-IN 18 ABOVE CONNECT TO EX. SIDEWALK N 0 / BOTTOM OF MANHOLE D OC. / � ❑ 0 VC� SHED RG AREA 0 CO / / SP N#Z P P ENS - SM � � PROPOSED 5' ASPHALT TO EaU P CONTRACTOR TO VERIFY WALKWAY m, E g / Y n " LOCATION OF EX. WATER LINE LP -� m a • f IDS CONNECT TO EX. 12' • • . DIRECTIONAL BORE SIDEWALK582\ • �� .aF a RECEIVING TRENCH WATER SERVICE .' ) \ 12' FIRE LANE i a. ',' WA R SE 6" VDOT 57A STONE ' LF HDPE 11(200 PSI)I f z r;'•,' '•.•r 3 ENLARGED PLAN Lu 68/R2 I g2' tig G "` �: ,i: �� • .' . Yr::l _ a s e +�• : i �w w W w_ 2" WATER SERVICE / y SEE INSET 3 1 ql (DIRECTIONAL BORE) 5gU' D584 \ - .; `fir •.,y ;.. � .. ;•..r.. ..`:1'i• - � m P � y11.y EX. VAULT ° PROPOSED MODULAR RAMP @ 1:20 Q LGL r® .. ; ^. r m� s •:.,:: a;..; - \ LL y Uq / 5 Z G Q WATER SERVICE SHALL Wq g' / Q Q �,.. - ' • -;�-Y„ `r;.�w. ' , - • , ;• %•• • o� \ -- THE MODULAR BUILDING SHALL INCLUDE SHE TE : x•'`: CONNECT TO EXISTING LINE S AFIRE SUPPRESSION SPRINKLER SYSTEM,/ 3 `•• v '' EX. FIRE HYDRANT s� '"' f' N + BEHIND EXISTING METER 5g gU CG-3/ q 32 w z Z EST Q 98 u PARKING * PARKING SE 5 T 4 GP w.V 1 M ASPHAL T WHICH SHALL BE APPROVED BY THE FIRE ASPHAL T I y11' Q MARSHALL PRIOR TO THE CERTIFICATE OF 3 R E DETA L 11 / J � ' OCCUPANCY BEING ISSUED. 4/C1.1 0 w 1`•T� y. ..aM �"•+ �a ` is � ` r � ;+.4 yi.-ry �. 4 j ' •• •" s• • �'•• ,•ti¢ �f�'.!�,• •'ti 1• •y �„••, ' f••r, •tea•,, ;-i :•^' +•,+- •M•15. , • . .r.M1p• • ° •A, °� P e'''r' .}F't . -_��^ Y �'.A• �•s. .�: R�• •"�t•f• $:.' •d: •r•' �.r,:••• s: :ti,' .� 6BlR •... i0 • ij....: r`•. a +•','„ .:: � • > :r.. :.: �: '' .•+ i' .9.. 'Y .s' a y. • ,l �� r :�' , : .�. .' '. • ' •+�+i • •mow .. . . 3 4W70 RAP 6„PVC e - iw 4MA 3X O .Z .:.� O • O 630 5b CO q1 3►' y. ' V .� 31VAGIO 4X FENCE ygo. -4 at � � CHAINK SDAIH ®•- f7m'm M. fTrN /N.6"PVC 576.37 (WEST)m IN: 6"PVC 574.16 (EAST) Nr- 591.90 54. -�►' �} i11 4 . 0 IN: 15"RCP576.94 (NORTH) .'.. A > • • Z ' ' n #' - - . OUT.• 15" RCP 573. 95 �N SITE PLAN 1" = 20': 0 20 40 r= ________ ____ •_________ ====1 1 f 1 1 I MODULAR 1 1 CLASSROOM Iff 1 FEE = 583.5 1 - 1 1 _ 1 1 1 1 26.6' 1 1 1 1 5.8' 1 1 1 6.8' 1 1 582 \ 583.5 . 93 1 1 1 1 1 1 30 LF ADA RAMP 1 1 1 1 1 1 1 1 33.36' 1 1 1 ADA PATH COMPLIANCE 1" = 3: 0 3 6 / NO PARKING SIGNS PREVENT / S w LLI >_ OBSTRUCTION OF FIRE LANE 1 / ~ z J e 6SPRl5 / 0v / o 6 RIPP V�N�NES * �112b NOTES. v� 0LU • o 51g' �y/2 I 9E / 0 0_ y19 gq 3WL0/2 6SP� PJE 57 CO lTR l 1. CONTRACTOR SHALL CONTACT ALBEMARLE COUNTY SERVICE AUTHORITY AND SHARE z : Z \ Q A PROJECT SCHEDULE FOR COORDINATION. W W < UR �� 2. CONTRACTOR TO COORDINATE WITH ACSA IN REGARDS TO WATER MAIN EXTENSION Q m W \ TO HEALTH AND REHAB PARCEL. J Q y11'Z 51b. 3. COORDINATE FINAL SEWER AND WATER LINE ROUTING, SIZE, MINIMUM COVER, AND Z U 70 g 50 ` CONNECTION TO EXISTING FACILITIES WITH PLUMBING PLANS AND PLUMBER BEFORE �V x BEGINNING CONSTRUCTION O QQ /57370 G � 0 0 SEE MODULAR CLASSROOM DETAILS 1/C1.1 FOR SPEC'S PROPOSED MODULAR CLASSROOM 6" ROOF OVERHANG 0a 00 .a •J-J-I •J-J-I •J-J-I •J-J-I •J-J-I •J-J-I •J-J-I I ----a I----. I----• I ----a I ----a I----. I----�j PROPOSED STAIRWAY FOOTING PER MODULAR y SEE PLAN MANUFACTURER SPECS. MODULAR CLASSROOM ELEVATION PROPOSED ADA RAMP SEE PLAN 815'0 0 10 0 I.•J-J-1'J-J-I •J-J-I •J-J-I •J-J-I •J-J-I .J-J-I VARIES 40 TH Op Df�� 0 000021 � D DANIEL C. HYER a LIC. N0. 45596 A �70NAL Bid% APPROVED DCH SUBMISSInnI nl2 PROJECI 1907100 T H E W 0 R K u L I N E + G R A D E C200 EX. GRADE RIGID SURFACE (WHERE APPLICABLE, SEE NOTE 1 BELOW) NOTE: FINISHED GRADE 5' (UNLESS OTHERWISE NOTED) 2% CROSS SLOPE (SLOPED TO DRAIN) _I=1 I I1=1_I 6" X 6" W2.9 X W2.9 W.W.F. CENTERED IN CONCRETE -_ - - MIN. 4" THICK, 3000 PSI CONCRETE - I -III-III- 4" VDOT 21A STONE BASE _I III -III -III -II PRE -MOLDED JOINT FILLER 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. 18" TRENCH 2" TOPSOIL 1 III - III UNDISTURBED -III EARTH III= 2" DIA. SANITARY FORCE LATERAL COMPACTED BACKFILL OSIDEWALK O LATERAL TRENCH O CG-3 2" 5" D � - M 2" R > . 1"R SURFACE a a w CAz r w s s p . BASE s s A A s s SUBBASE 7„ NOTES) 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAD FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (13" DEPTH) OR INCREASED AS MUCH AS 3" (19" DEPTH) IN ORDER THAT THE BOTTOM OF THE CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE, THE DEPTH IS TO BE 16" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. CG-3 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG-7 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL N THE SECTION ON GS URBAN STANDARDS. 6. WHEN THIS STANDARD IS TO BE TIED INTO EXISTING BARRIER CURB, THE TRANSITION IS TO BE MADE WITHIN 10' OR THE CHANGE IN STANDARDS CAN BE MADE AT REGULAR OPENINGS. `VDOT IFICAT STANDARD 4" CURB ROAD AND BRIDGE STANDARDS VIRGINIA DEPARTMENT OF TRANSPORTATION m SHEET 1 OF 1 REVISION DATE 201.02 0 CG-3 INTERIOR WALLS 122' X2 244' DATE: 3-8-2019 CUSTOMER APPROVAL EXTERIOR WALLS 176' MST STRING SPACE INC. (SALES AND PURCHASING TO VERIFY) 692 RAILROAD AV EAST PEARSON. GEORGIA 31642 (912) 422-6455 PENSION NUMBER NEMENG DATE DESCRIPTION: RENSExux UVPus.EEP . AND4E:mmASPARAM m SALESMAN: BRENT OCCUPANCY: EDUC W NOT %H NF UNHNL pµcES HAVE MEN MILE AND YG DEALER: VANGUARD SCALE:1 4 AAE 6ATEPDI *`H STArvS aE PRWECT PLANE WE WILL PeNIE A NEW SRO ORE 11A..G xm NmELPm awss IP M® a STATES: SIZE: 24N64 WIND SPEED 140 FILE NAME: ORDER-30226 NEASENe AOArzaLEW m. u¢ m Pwwx eS WN c A DESTINATION:STOCK SmNI i( RR=g12gG SPACEINC CODES:IBC F S S BY: CHAD MERRELL IM1E iL4Y Nflf16 lE NNtl NO VAX m .A Exw6 T19 NOYCL wmD-mmSN ru PNsr slisw mAo:a rwm Asn LINZxa MO 1:u eair Ei °R e"413 ro N00R sD" °A "E DwNSmSaSeeaAEENDv Shared DWG CHAD a DRAMANGS RELIM URAWNG$ 0RDER-30226.asc GENERIC MODULAR CLASSROOM LAYOUT (UNIT 1 WILL BE CUSTOMIZED BY CLIEN U W z z w 75 z w aQ zz J� ''H z cn Z:) C O U ow OJ Q 2 Qm Q �Jyy LL Q J ZD 0 10 0 Z uj uj z Z uj J TH Op� 0�1?o/zoz>� DANIEL C. HYER Y LC. N0. 45596, '10NAL Bx APPROVED DCH SUBMISSION NO. 2 PROJECT 1907100 T H E W 0 R K O F L I N E + G R A D E m m m m N c0 W W N W A O O O O SURVEY CONTROL 0 NAME NORTH EAST ELEVATION T-1168001 3BB59B5.55300 114B3223.81300 581.76 ill t4p� T-1168297 3685BB2.02500 T-116a404 3886038.00800 11483230.09500 578.60 11483111.35800 585.96 O m� OR �9 N38.86200.. N3886200 0/1, G 07 N y "OQ' tiP? OR co O= AVI ITY 2S SR y > tSV11 LE RD �Onn��2 ccw 0 SGOS N SSMH#1 o � cr 587.89 IN: 4" PVC 579.99 (EAST) '^ �p(/(L, 0D r IN: 4" PVC 581.72 q a IN: 4" PVC 581.72 OUT: 6" PVC 578.38 DO Z> VICINITY MAP 1" = 1500' SSMH/2 584.28 ' --688.89 588.t1 i•-• ` :r,,..- f(87.41 IN: 6" PVC 575.26 "•y ., �, :.�"• / _ _ ' , ;. :. 688.07+ . • / \ } f0cb 588.48. co TEPS LAYGROUND ; } / / • b00 EQUIPMENT%+1..• / / / S 7 RT09 \���, pVC qMF y b/ ;..�98.77( •..• ..:............::.:.... p(/(Oh, gpFgY �:-/ P/ / 7p6., SSMI-Iy2 4?: / '.: / 681.48 S +688.62 SSMH/1 56k6 + 687.68 688.96 M / bb / / bb / / + 579.04 ,tom J .._+,fi - / / + 581.26 / 587.13 ..."" .........................""........... • / / / / PLAYGROUND �'- 1 EQUIPMENT •.' / eM(, r:':c:':'r:':'r:':'::':'::':'::':'::':'........'....':'::':'r... ......e rrr:....::':':'....'....'....... f.rrr:.:. ....................................a56 \ q9F y q rrrr?f':':i':'rr:{r:{iiirrrrrrrrrr:rrrr:i':':':..: rrURe4t rrrcrrr:i':r:{rrrccrrrrrrr �� / .....r....< ..........................::::: r.c;: / l r / TMP 91-13 / 1 \WMV 6BIR25 \ // ................. rrrr47. ... :r.'.,r'' . . riri rrr:':r:r: _ rrrrrc.::'rrrrrrrrrrrrrr:r:rrrr:{rr:'rrrrrrrrrrrrrr:r:rr:......:::r:.r.. / + 577.75 + I ....'GA... © / 1 .......... ..................................."'-........ 9('T �............. .., N3886050 N3886050 .::.:::::::::.... 6a6.o6 :•i:':r,Ar:::'!:'!::'!:'!:'f:'t:':":y:•:Y•r.':•isi':•:f+$6'�g•r:•r:•::{:•r:•::•::•r:::•i:'iir:•rG': / : + 580.49 :::: . yet.:::......: :::::..........:::::::.:::::::::::: /:::::::::::y:::::.::::::::::::::::::::::::::::.::::....::::::::::: ,: :::::::::... ( :::...e..:. r . ...... ...... :. r \............. .....s k :: q .:.:::11,11,11, ::::.::::::::::::::::::: x.. ::.a ::::::::::::::::::::.. ......................................... + p� ..:::::::::::::.:::�::::::::::::::::::::::...... �.�... / fy / + 579.38 + { :{ 't•iriiiri}iiiiirir: . •":':i':•iii:'i:'i:•i:•i:•i:•:•:':••••i• a / 'L :•i:+•:: / b / I + 583.6583.41 ......... ..... - ....'.......r..r..r.....\� t¢ : : / /+ 582.91K •......... / i004MAG1X. ...... ::i: r\ . :................. ':•i:•i:•'i:•'i b�b + 580.63 / Y T-1168001 / I + 577.20 + RIP k 3Mk(314a .•.: �+ 581.78 / 9z.32 THIS TOPOGRAPHIC SURVEY WAS PREPARED FOR: k2 k 580.56 l .. ......:... ........................................................ "' ppppp / - •�+ /!a \ \} 0 + 578.50 / / # 576.71 LINE +GRADE THIS SURVEY WAS PREPARED WITHOUT N9/N • LP : q/ THE BENEFIT OF A TITLE REPORT. k Cp k� FF 8BIR12 :: F \ N SOME EASEMENTS OTHER THAN THOSE SHOWN N x C F � e• 583.37 C F + HEREON MAY EXIST. rrrrrr:r:rrrrrrrrrrr:'::'::'::rrrrrcrr:i.r:{r::��::::::.�.�::'r:'::':i' \ k\ WL01 • $ ' SBt. \ +/ 2 TMP 91-13 IS ZONED: R1 680.87 \+\ _ '.. ART' '':.'.':.'.:'.'. � .'.'. � :::::::: . ........:.' .. ' 6A ••••• ••:: ..................... Ak/NQl '� \ + s7s.oa / 74 TMP 91-13 IS IN THE SCOTTSVILLE MAGISTERIAL DISTRICT 08SPR75 } / i +/ THIS PROPERTY LIES IN AN AREA DESIGNATED AS ZONE X 680.34 + 676.ao Q' (UNSHADED) (AREAS DETERMINED TO BE OUTSIDE THE s,. +' :::::::.:%:........: / o O 0.2% ANNUAL CHANCE FLOODPLAIN) AS SHOWN ON MAPS SDMH 561.90 ct ® +J '•"�' '+•�� m h � 578.71 / + 577.7s + / BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. MAP 51003C0426D& 51003C0407D DATED: FEBRUARY 4, 2005 IN: 6" PVC 576.37 (WEST) +� 579, 89 '•': •': '.':•%...:::::: ""':'•::•:::::'• / + IN: 6" PVC 574.16 (EAST) 3WL012 CO IN: 15" RCP 576.94 (NORTH) \\ r .• ::::::::::::: {' �=• �== / THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OUT: 15" RCP 573.95 _ + I \\ \ 578.29 \ BRAD / 577,/ t1 OF CHRISTOPHER B. KEAN FROM AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION; +\ +\ / THAT THE IMAGERY AND/OR ORIGINAL DATA WAS \ IN V : •6SPR15 / / / + OBTAINED ON JUNE 30, 2021: AND THAT THIS PLAT, MAP, OR DIGITAL GEOSPATIAL DATA INCLUDING 573.70R } / / MEETS MINIMUM ACCURACY STANDARDS �57 .06 RI RAP I 577.91 + UNLESSMETACATA UNLESS OTHERWISE NOTED. \ �6 A , 4X 0' I 1 HEREBY CERTIFY THAT THIS TOPOGRAPHIC SURVEY, TO THE RAVE 3� CO Q�= \ + N3885900 BEST OF MY PROFESSIONAL KNOWLEDGE AND BELIEF, IS N3885900 e- + \ CORRECT AND COMPLIES WITH THE MINIMUM PROCEDURES AND STANDARDS ESTABLISHED BY THE VIRGINIA STATE LEGEND: 2 / + m BOARD OF ARCHITECTS, PROFESSIONAL ENGINEERS, LAND BIR =BIRCH TREE a + / 577.9s� ���� SURVEYORS, CERTIFIED LANDSCAPE ARCHITECTS AND CO = CLEAN OUT Or \ + SyF (T�cH + p INTERIOR DESIGNERS. DI = GP = DRAINAGE INLET GOAL POST + / _ - / \ 1 + 577.92 577.34 / 0o NOTE: THE LOCATION OF EXISTING UNDERGROUND UTILITIES LP = LIGHT POLE 578.80 T-1168297 IS SHOWN IN AN APPROXIMATE WAY ONLY. UTILITIES ARE MAG = MAGNOLIA TREE + 578.80 \ \ ° / \ h LOCATED USING UTILITY COMPANY LOCATIONS, CITY/COUNTY UTILITY MAPS, AND FIELD VERIFICATION.THE CONTRACTOR ® = PIPE BOLLARD / \ /+ PVC = POLYVINYL CHLORIDE PIPE + / SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING RCP ® = SPR = REINFORCED CONCRETE PIPE SIGN = SPRUCE TREE + 01TREE1/ 576- - + 577.32 / UTILITIES BEFORE COMMENCING WORK, THEY AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND SSMH = SANITARY MANHOLE + PRESERVE ANY AND ALL UNDERGROUND UTILITIES. SDMH = STORM DRAIN MANHOLE WMV = WATER METER VAULT / �\ /+ MISS UTILITY TICKET FOR THIS PROJECT: A116201604-OOA WLO = WILLOW OAK TREE \ WOOD /r+s7s.7s 12TREE25 = 12" TREE 25' CROWN +580.50 = SPOT ELEVATION SPREAD + BENCHES + 677.26 \+ +/ -xx- = FENCE /HANDRAIL _ PLANTER \ / = SEWER LINE + TOPOGRAPHIC SURVEY OF = STORM DRAINAGE LINE \ + s77.2t +� _ A PORTION OF A. + LILAC' )LN �.., °��EALTxoFL/� �f MOUNTAIN VIEW ELEMENTARY SCHOOL \k x/ x� 576.39 ' SURVEYING TAX MAP 91 PARCEL 13 ALBEMARLE COUNTY VIRGINIA SCALE IN FEET Innovation. Integrity. vision. CHRISTOPHER B.KEAN C. O. 2378 SCALE: 1" = 20' m m m 0 5 10 15 20 40 632 BERKMAR CIRCLE 9 0-20214 JUNE 30, 2021 CONTOUR INTERVAL: 2' CHARLOTTESVILLE, VIRGINIA 2290i LLI06 m W OFFICE: 434-974-1417 ° 9� SURVEY NAVD '88 VERTICAL DATUM o N FAX: 434-974-1776 0 0 0 www.lincolnsurveying.com 121006100 TS21179.PR0 121-0061-00