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Home My WebLink AboutSDP201900071 Plan - Revision Major Amendment, Final Site Plan 2020-06-24VICINITY MAPSCALE 1":2000'NAD83 OWNER:ALBEMARLE COUNTY SCHOOL BOARD401 MCINTIRE RDCHARLOTTESVILLE, VA 22902CONTACT: JOE LETTERITELEPHONE: (434) 975-9340FAX: (434) 975-9341ENGINEER OF RECORD:TIMMONS GROUP608 PRESTON AVE. SUITE 200,CHARLOTTESVILLE, VA 22903CONTACT: CRAIG KOTARSKI, P.E.TELEPHONE: 434-327-168806/24/2020COUNTY OF ALBEMARLE, VIRGINIAMAJOR SITE PLAN AMENDMENTRED HILL ELEMENTARY SCHOOLPHASE 2 GYM ADDITION AND RENOVATIONSAMUEL MILLER DISTRICTPROJECTLOCATIONMOSELEYARCHITECTS.COMPROJECT NO:DATE:50 WEST MARKET STREET HARRISONBURG, VIRGINIA 22801 PHONE (540) 434-1346 FAX (540) 434-7982ABCDE12453678910FGHI J593801NOVEMBER 25, 2019REVISIONSDATEDESCRIPTIONS:\103\44214-Red_Hill_ES_Reno_&_Gym\DWG\Sheet\CD\44124-C0-COVR.dwg | Plotted on 6/25/2020 4:04 PM | by Andrew Allison 2-6-20COUNTY COMMENTSRED HILL ES - PHASE 2 GYM ADD & RENO ALBEMARLE COUNTY SCHOOL BOARD 3901 RED HILL SCHOOL ROAD, NORTH GARDEN VA, 22959 STATE PROJECT # 002-54-00-102 IFB # 2020-03123-574-8-20COUNTY COMMENTS6-24-20COUNTY COMMENTSSIGNATURE PANEL:APPROVALDATEDEPARTMENT OF COMMUNITY DEVELOPMENTPLANNING & ZONINGENGINEERINGINSPECTIONSARCHITECTURAL REVIEW BOARDDEPARTMENT OF FIRE AND RESCUEALBEMARLE COUNTY SERVICE AUTHORITYVIRGINIA DEPARTMENT OF TRANSPORTATIONHEALTH DEPARTMENTC0.0COVERSheet List TableSheet NumberSheet TitleC0.0COVERC0.1PHASING PLANC1.0NOTES AND DETAILSC1.1NOTES AND DETAILSC2.0EXISTING CONDITIONSC2.1DEMOLITION PLANC3.0EROSION & SEDIMENT CONTROL NOTES & DETAILSC3.1EROSION & SEDIMENT CONTROL NOTES & DETAILSC3.2EROSION & SEDIMENT CONTROL PLAN - PHASE IC3.3EROSION & SEDIMENT CONTROL PLAN - PHASE IIC4.0LAYOUT AND UTILITY PLANC5.0GRADING AND DRAINAGE PLANC5.1GRADING SPOT SHOTS PLANC5.2STORMWATER SUMMARY PLANC6.0STORMWATER MANAGEMENT PLANC7.0STORMWATER PROFILESC8.1SEWAGE DISPOSAL SPECIFICATIONSC8.2SEWAGE DISPOSAL SITE PLANC8.3SEWAGE DISPOSAL SYSTEM DETAILSL1.0LANDSCAPE PLANL2.0LANDSCAPE NOTES AND DETAILSSP0.1SITE PLAN PHOTOMETRICSSP0.2SITE PLAN PHOTOMETRICS - FIXTURE CUT SHEETSSITE DATA:ENGINEER:TIMMONS GROUP 608 PRESTON AVENUE, SUITE 200 CHARLOTTESVILLE, VA 22902 TELEPHONE: 434-327-1688 CONTACT: CRAIG KOTARSKI, P.E. CRAIG.KOTARSKI@TIMMONS.COMTAX MAP PARCEL: 08700-00-00-06100LIMITS OF DISTURBANCE: 1.20 ACZONING:RASETBACK:75' FRONT25' SIDE35' REARMAGISTERIAL DISTRICT: SAMUEL MILLERSOURCE TOPOGRAPHY:TIMMONS GROUP, OCT 2019DATUM:HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONEVERTICAL: NAVD88 ESTABLISHED THROUGH LEICA SMARTNET BUILDING HEIGHT:29'-6" (ADDITION)BUILDING AREA:8,710 SF (BASE BID)9,650 SF (ALTERNATE CONFIGURATION)PROPOSED USES: GYM ADDITION AND ASSOCIATED SITE WORK NEW IMPERVIOUS AREA (WITHIN PROJECT LIMITS): 0.25 ACRESREQUIRED PARKING:PER SEC. 4.12.6 - MINIMUM NUMBER OF PARKING SPACES FOR SCHEDULED USES, THE NUMBER OF REQUIRED SPACES SHALLBE DETERMINED BY THE ZONING ADMINISTRATOR.PARKING COUNT:PRE-DEVELOPMENT TOTAL: 67 SPACES (4 ADA SPACES)POST-DEVELOPMENT TOTAL: 71 SPACES (4 ADA SPACES)ADA PARKING REQUIRED:3 SPACES (AT LEAST 1 VAN SPACE)ADA PARKING PROVIDED:4 SPACES (1 VAN SPACE)WETLAND IMPACTS:NONEWATER SUPPLY: ACSASANITARY SEWER: EXISTING ONSITE DRAINFIELDDRAINAGE DISTRICT: NORTH FORK HARDWARE RIVERTHERE ARE NO CRITICAL SLOPES LOCATED WITHIN THE PROJECT LIMITS.THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100-YR FLOODPLAIN.THE SITE IS NOT LOCATED IN A WATER SUPPLY PROTECTION DISTRICT.AVERAGE DAILY TRAFFIC = 754 TRIPSTOTAL SHEETS = 17SDP2019-71 UUTTDUUDSEPTICCOVERS(3)SEPTICCOVERS(4)CONC.WATERVALVE (3)14' GATE3' (W) DOORFFE=719.24'3' (W) DOORFFE=723.20'3' (W) DOORFFE=725.24'3' (W) DOORFFE=725.23'3' (W) DOORFFE=727.23'3' (W) DOORFFE=727.18'3' (W) DOORFFE=725.24'3' (W) DOORFFE=727.22'6' (W) DBL. DOORFFE=725.26'3' (W) DOORFFE=725.26'3' (W) DOORFFE=727.28'6' (W) DBL. DOORFFE=727.28'6' (W) DBL. DOORFFE=725.23'6' (W) DBL. DOORFFE=725.21'3' (W) DOORFFE=725.23'3' (W) DOORFFE=725.24'3' (W) DOORFFE=725.25'3' (W) DOORFFE=727.22'3' (W) DOORFFE=727.27'6' (W) DBL. DOORFFE=727.29'6' (W) DBL. DOORFFE=727.20'6' (W) DBL. DOORFFE=727.24'SHEDWOODENPLAYHOUSE3' (W) DOORFFE=725.21'4" X 4" STEELCOLUMNS (TYP)3' (W) DOORFFE=725.24'3' (W) DOORFFE=723.20'SANITARY DF. JUNCTION BOX,FLAGGED BY OTHERS (TYP)1 LEVELCINDER BLOCK FACILITY"REDHILL ELEMENTARYSCHOOL"CON C .PID: 08700-00-00-06100COUNTY OF ALBEMARLESCHOOL BOARD "RED HILL ELEM SCHOOL"DB. 504, PG. 3434.55 ACPID: 08700-00-00-060A0COUNTY OF ALBEMARLESCHOOL BOARDZONE: RA DB. 508, PG. 5032.88 ACBLOCKSHEDBLOCKSHED1' STEPPEDBRICK WALLMETALSTAIRSCOMPILED PROPERTY LINECOMPILED PROPERTY LINE10" BLOCK WALL±4' (H)10" BLOCK WALL±5' (H)PID: 087B0-00-00-010A0COUNTY OF ALBEMARLESCHOOL BOARDZONE: RA DB. 706, PG. 497.17 ACPID: 08700-00-00-06400JAMES F. POWELL, JR.ZONE: RA DB. 2246, PG. 461X X X X X X X X X X X X OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP X X X XOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPXXXX X X XXUGPUGPUGPUGPUGP UGP XXXXXXXXXXXXXX XXXXXWWWW W W W W W W W W W WOHPOHPOHPOHPOHPOHPOHPOHPOHP COMPILED PROPERTY LINEPRESERVEDCRITICAL SLOPES(TYPICAL)30' PRESCRIPTIVE VDOTR.O.W. EASEMENT15' PRESCRIPTIVE VDOTR.O.W. EASEMENT75' SETBACK75' SETBACKWWWWWWWW WWWWAPPROX. LOCATION OF 4"D.I. WATERLINEAPPROX. LOCATION OF 4"D.I. WATERLINEPID: 087B0-00-00-01000MCLAUGHLIN LIVINGTRUST C/O DANIEL HMCLAUGHLIN & TERESE NMCLAUGHLINZONE: RA0.91 ACPID: 087B0-00-00-01200MCLAUGHLIN LIVING TRUSTZONE: RA0.72 ACD DD9X X7UGTUGTUGT377613UGTUGPUGPUGPUGPPHASE 4/5PHASE 4PHASE 3PHASE 2PHASE 2PHASE 5LOCATION OF CONSTRUCTIONTRAILER AND MATERIAL LAYDOWNCONSTRUCTION ACCESS ROAD.NO CONSTRUCTION PARKING ALLOWED.TEMPORARYCONSTRUCTION PARKINGTEMPORARYCONSTRUCTION PARKINGCONTRACTOR STAGING AND LAYDOWN AREA.CONTRACTOR TO RESTRICT DELIVERIES TONON-SCHOOL HOURS. RESTORATION OFPAVED PLAY NEEDED IN PHASE 5 AFTERCONSTRUCTIONPHASE 1CONSTRUCTION ACCESS ROAD.NO CONSTRUCTION PARKING ALLOWED.(APRIL / MAY 2020)OWNER TO PROVIDE TEMPORARY CLASSROOMTRAILER ON EXISTING PAVED AREA. CONTRACTOR TOPROVIDE OVERHEAD POWER FOR THE TEMPORARYTRAILER (OWNER PROVIDED). NO TRENCHING ISALLOWED. BEGIN PRELIMINARY SITE WORK (ESC,SAFETY, FENCING, CONTRACTOR TRAILER, ETC.).BEGIN SUBMITTAL PROCESS.PHASE 1(SUMMER 2020 - MARCH 2021)DEMOLISH EXISTING TRAILERS, SEPTIC FIELDADJUSTMENTS, GYMNASIUM ADDITIONPHASE 2(SUMMER 2020)OUTDOOR CLASSROOM WORK, SEPTIC FIELDWORKPHASE 3(APRIL 2021 THROUGH SUMMER 2021)SIDEWALK AND EXTERIOR EXIT RAMPCONSTRUCTIONPHASE 4(SUMMER 2021)FINAL SITE WORK AT CONSTRUCTION TRAILERLAY-DOWN / TRAILER AREAPHASE 5PHASING PLAN LEGEND(THIS PLAN IS INTENDED TO CAPTURE THE GENERALCONCEPT FOR SITE CONSTRUCTION. CONTRACTOR TOREFER TO ESC PLANS FOR FURTHER DETAILS. SEEARCHITECTURAL PLANS FOR FURTHER PHASING WORKASSOCIATED WITH THE BUILDING)PHASING PLAN GENERAL NOTESA.THE "MAIN AREA OF WORK" IN EACH PHASE MUST BE SEPARATED FROMBUILDING OCCUPANTS BY TEMPORARY INTERIOR CONSTRUCTION BARRIERSAND EXTERIOR CONSTRUCTION FENCING. SMALL AREAS OF WORK OUTSIDEOF THESE BOUNDARIES MAY BE REQUIRED IN EACH PHASE AND MUST OCCURDURING NON-INSTRUCTIONAL HOURS.B.IT IS EXPECTED THAT MAJOR PHASE CHANGES WILL ALIGN TO SCHOOLCALENDAR. ASSUME ONE (1) WEEK WILL BE NECESSARY AFTER THE LAST DAYOF SCHOOL (APPROX. 3RD WEEK OF JUNE), BEFORE THE FIRST DAY OFSCHOOL (APPROX. 2ND WEEK OF AUGUST), AND DURING WINTER BREAK(APPROX. LAST WEEK OF DECEMBER AND 1ST WEEK OF JANUARY - 2 WEEKDURATION) FOR OWNER TO MOVE ITEM TO AND FROM CLASSROOMS.CONTRACTOR TO TURN OVER NEW GYM TO OWNER BY SPRING BREAK(APPROX. 1ST FULL WEEK OF APRIL).C.OWNER SHALL BE RESPONSIBLE FOR MOVING ALL ITEMS FROM CLASSROOMSBEFORE THE START AND BETWEEN PHASES. CONTRACTOR SHALL PROVIDETWO (2) WEEK ADVANCE NOTICE BEFORE START OF EACH NEW PHASE TOENSURE TO OWNER THAT CONSTRUCTION IS PROCEEDING ON SCHEDULE ANDTO PROVIDE TIME FOR OWNER TO PREPARE ALL ITEMS TO MOVE.D.ALL RE-ROOFING AND ROOF DEMOLITION AND CONSTRUCTION FORMECHANICAL/ ELECTRICAL/ PLUMBING/ STRUCTURAL OCCURS DURING THEPHASE INDICATED FOR THE SPACE DIRECTLY BELOW EACH ROOF SECTION.E.CODE COMPLIANT MEANS OF EGRESS FOR OCCUPANTS SHALL BE MAINTAINEDAT ALL TIMES DURING CONSTRUCTION, DEMOLITION, REMODELING, ORALTERATION AND ADDITIONAL TO ANY BUILDING.F.DISRUPTIVE CONSTRUCTION ACTIVITIES LIMITED TO THE MONTHS OF APRILAND MAY DURING SOL TESTING. COORDINATE WORK WITH OWNER DURINGSCHOOL HOURS.G.CONTRACTOR SHALL LIMIT DELIVERIES TO THE SITE AS TO NOT DISRUPT THEBUS SCHEDULE. CONTRACTOR TO COORDINATE WITH OWNERSHIP.MOSELEYARCHITECTS.COMPROJECT NO:DATE:50 WEST MARKET STREET HARRISONBURG, VIRGINIA 22801 PHONE (540) 434-1346 FAX (540) 434-7982ABCDE12453678910FGHI J593801NOVEMBER 25, 2019REVISIONSDATEDESCRIPTIONS:\103\44214-Red_Hill_ES_Reno_&_Gym\DWG\Sheet\CD\44214-C0.1-PHASE.dwg | Plotted on 6/25/2020 4:06 PM | by Andrew Allison 2-6-20COUNTY COMMENTSRED HILL ES - PHASE 2 GYM ADD & RENO ALBEMARLE COUNTY SCHOOL BOARD 3901 RED HILL SCHOOL ROAD, NORTH GARDEN VA, 22959 STATE PROJECT # 002-54-00-102 IFB # 2020-03123-574-8-20COUNTY COMMENTS6-24-20COUNTY COMMENTSNAD 830SCALE 1"=20'40'20'C0.1PHASING PLAN GENERAL NOTES1.CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY.THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTSSHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION.2.ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OFTRANSPORTATION'S SPECIFICATIONS AND STANDARDS.3.PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THEPLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES.3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TOBEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS).4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES.5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTINGCURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION.6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTIONPURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOWPLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED INACCORDANCE WITH SPECIFICATIONS.7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS.8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76.PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOTSTANDARDS AND SPECIFICATIONS.9. IF PRE-CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILSFOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS.10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED.11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS.12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BERESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANYTHE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THEENGINEER.13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OFCONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENTFROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOTSHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLEFOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THEDEVELOPMENT.14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICETRUNK LINES.15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BECOMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE.16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIREADDITIONAL FACILITIES AS DEEMED NECESSARY .17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIREDFIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'SREPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THESURFACE COURSE(S).18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS.19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATEFORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS.20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE ANDPERFORMED 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 THESURFACE COURSE(S).21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALLPAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE.22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TOCONDITIONING OF THE SUBGRADE.23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALLMATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS.24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS APREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOTMAINTAINED RIGHT OF WAY. (N/A)25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD.26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft.27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERESHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A)28.CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITHTHE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUALFOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTSTRAFFIC ON STATE ROADS.29.ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON-SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE2015 UNIFORM STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI A117.1-03.30.THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT.31.HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES.32.ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGEPLACED AT THE END OF THE DAY.33.RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET INHEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC.34.BUILDINGS AND STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDERTO APPLY FOR A PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH SUCH FROM ALBEMARLECOUNTY AND VDOLI. CONTACT VDOLI FOR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS.BLASTING NOTES1.BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT.ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES1.ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURECONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BEPRESENT DURING CONSTRUCTION OF DAMS.2.PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES.3.FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATERMANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEENOBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR.GENERAL CONSTRUCTION NOTES FOR EROSION ANDSEDIMENT CONTROL1.THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE-CONSTRUCTION CONFERENCE, ONE WEEK PRIORTO 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 STANDARDSAND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00EROSION 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 NOTLIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLANTO 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 PREVENTEROSION 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 DISTURBINGACTIVITIES 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 MADEIMMEDIATELY.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 OFROOTS, 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 7:00AM TO9:00PM.15.BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TOMINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TOANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE.16.THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATERMANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THESALE 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 MONTHSOF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TOCONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT80LBS/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 LIMESTONESHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT80LBS/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 TOSTRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGEVOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OFGRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIREDIMMEDIATELY.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. (WATERPROTECTION ORDINANCE SECTION 17-204G.)22.PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LANDDISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B)DROP INLET & STRUCTURE NO.CURBCURB & GUTTER100 ACSA GENERAL WATER & SEWER CONDITIONSJUNE 27, 20191.WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTORWILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK.2.THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OFCONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION.3.THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANSAND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALLUNDERGROUND LINES AND STRUCTURES, AS NECESSARY.4.ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWERCONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA.5.DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001).7.ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OFPIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC.8.ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.9.VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSIONOF THE LINE.10.TREES ARE NOT PERMITTED IN THE ACSA EASEMENT.11.THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO-LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVEJANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT).12.THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB-OUT SHALLUNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWERLATERAL STUB-OUTSHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN “OTHER PLUMBING” PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR.13.THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OFTHE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCURUNDER AN “OTHER PLUMBING” PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR.14.THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLERMAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THISINSPECTION SHALL OCCUR UNDER AN “OTHER PLUMBING” PERMIT WHICH MUST BE OBTAINED BY THECONTRACTOR.15.ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA.MOSELEYARCHITECTS.COMPROJECT NO:DATE:50 WEST MARKET STREET HARRISONBURG, VIRGINIA 22801 PHONE (540) 434-1346 FAX (540) 434-7982ABCDE12453678910FGHI J593801NOVEMBER 25, 2019REVISIONSDATEDESCRIPTIONS:\103\44214-Red_Hill_ES_Reno_&_Gym\DWG\Sheet\CD\44214-C1-NTDT.dwg | Plotted on 6/25/2020 4:10 PM | by Andrew Allison 2-6-20COUNTY COMMENTSRED HILL ES - PHASE 2 GYM ADD & RENO ALBEMARLE COUNTY SCHOOL BOARD 3901 RED HILL SCHOOL ROAD, NORTH GARDEN VA, 22959 STATE PROJECT # 002-54-00-102 IFB # 2020-03123-574-8-20COUNTY COMMENTS6-24-20COUNTY COMMENTSC1.0NOTES AND DETAILSSITE PLAN LEGENDWATERSTORM PIPESTORM MANHOLELIMITS OF DISTURBANCEWDFENCEMAJOR CONTOURMINOR CONTOURXXXXXXX100TC = TOP OF CURBEP = EDGE OF PAVEMENTTW = TOP OF WALLBW = BOTTOM OF WALLTS = TOP OF STAIRSBS = BOTTOM OF STAIRSGRADINGPROPOSED SPOT ELEVATIONPARKING COUNT1TC 725.94101No ScaleMAINTENANCE OF TRAFFICNo ScaleISO FIRE FLOW CALCULATIONS 6"6'12"VDOT STD. CLASS A1BROWNSTONE RIPRAP3'6"X12" CONCRETECURBVDOT STD.CLASS A1BROWNSTONERIPRAPNOTE:SIDEWALKS SHALL BE CONSTRUCTED INACCORDANCE WITH VDOT STANDARDS.NON-SLIP BROOM FINISHNo ScaleCONCRETE SIDEWALK PAVEMENT SECTIONVARIABLE WIDTH'MAX. CROSS SLOPE 2%COMPACTED SUBGRADE4" 3,000 PSI AIR-ENTRAINEDCONCRETE4" TYPE 21B STONE4" 21-B STONECOMPACTED SUBGRADECONC. WALKEXPANSION JOINT AT MAXOF 30', WITH PREMOLDEDEXPANSION FILLERCONTROL JOINT SPACEDAT WIDTH OF WALK (MAXIMUM)14"1"R= 14"No ScaleCONCRETE SIDEWALK JOINT DETAIL CONCRETE#3 REBAR (12" O.C.)5" # 57 STONEEXP.JOINTFINISHEDGRADERAIL (TYP.)1/2" R(MAX.)EXP.JOINTFINISHEDGRADE(2) #5 REBARS, BOTTOM CONTINUOUS,LAP 2'-2" AT SPLICESCOMPACTED SUBGRADE12" MIN(TYP.)3'-0"(TYP.)1'-4"12"(TYP.)8"12" MIN(TYP.)1'-0"9"3"3"1'-4"8"5"5"1.5"DIA GALV.NOTES:1.FINE BROOM FINISH ALL STAIRS.2.RAIL ON BOTH SIDES OF STEPS(IF NOTED)3.SEE PLAN FOR RISER HEIGHT4.MAX. CENTER TO CENTER SPACINGBETWEEN STAIR POST TO BE 6'.ADD CENTER POST IF NECESSARYTO MAINTAIN MAX. SPACING1/8"WASH1/8"WASHCORE DRILL CONCRETE FORHANDRAIL POST, EMBEDHANDRAIL A MINIMUM OF 6”BELOW FINISHED GRADE ANDGROUT TO THE FULL DEPTHOF EMBEDMENT (TYP.)3'-0"No ScaleEXTERIOR STAIRSREGULAR SPACEHANDICAP SPACES2% MAX.CONCRETE BUMPERBLOCK ANCHOR WITH5/8" REBAR IMBEDDED24" IN GROUNDHANDICAP SIGNLOCATION (VAN)HANDICAP SIGNLOCATION (TYP.)EOPFACE OFCURBPAINTEDPERVDOTSPEC.18'10'8'8'8'5'8'4"PAINTEDSTRIPE(TYPICAL)4"VANACCESSIBLETYPICALACCESSIBLENo ScaleTYPICAL PARKING SPACE DETAILS18'No ScalePRECAST CONCRETE WHEEL STOPANCHOR WITH 58" REBARIMBEDDED 24" IN GROUND;2 PER WHEEL STOP7-1/2"5"6' LENGTH 0.5' FROM EPSURFACEBASE18"4"TOP OF CURBR=2"CONTINUE 21B STONE BASEFROM ADJACENT PAVEMENTSECTION UNDER CURBVDOT A-3 CONCRETEVDOT STANDARD CG-2 CURBNo ScaleSUB BASENo ScalePAVEMENT REPLACEMENT JOINT DETAILSPECIFIED ON PLANSSLOPE UNLESS OTHERWISEMATCH EX. CROSSCOURSESURFACE PROPOSED PAVEMENTEXISTING PAVEMENT& REMOVE COURSEEX. SURFACE SAWCUT THROUGH EX. E/P EXISTING PAVEMENT PROPOSED PAVEMENT2" +2' MIN.EX. C/L PVMT.MILL EX. SURFACE COURSESAWCUT EX. EDGE OF PAVEMENTBASE COURSEAGGR. COURSENOTE: PROPOSEDPAVEMENT MUST TIEIN WITH EXISTINGPAVEMENTSPACES SHALL BE IDENTIFIED BY ABOVE GRADESIGNS AS RESERVED FOR PHYSICALLYDISABLED PERSONS. PROVIDE ONE (1) R-7-8SIGN AT EACH PARKING SPACE INDICATED ONSITE PLAN. SIGN SHALL BE ALUMINUM (PAINTEDWHITE) WITH GREEN LETTERS ANDINTERNATIONAL WHEELCHAIR SYMBOL. SIGNSHALL BE PLACED ON STEEL POST 1-1/2" OPAINTED BLACK SET IN MIN. 2' OF CONCRETE.VA. SIGN FOR THE DISABLED ON 0.80 GAUGEALUMINUM. COLORS: GREEN BORDER &LEGEND, BLUE SYMBOL FOR ACCESSIBILITY,WHITE BACKGROUND.6' ABOVEFINISHEDGRADE6' ABOVEFINISHEDGRADENo ScaleADA PARKING SIGNS1":1'7"CONC CURB AND GUTTER CLASS 3A,(f'c=3,000 PSI) CONCRETE4" MIN.COMPACTEDSUBGRADE13"4"6"2" R6"6"2'-0"No ScaleVDOT STANDARD CG-6 CURB & GUTTER CONTINUE 21B STONEBASE FROM ADJACENTPAVEMENT SECTIONUNDER CURBNo ScaleCURB WIPE DOWN DETAIL6"1' OR AS SHOWN ON PLANWHEN NOT ALONG SIDEWALKEP/ FCMOSELEYARCHITECTS.COMPROJECT NO:DATE:50 WEST MARKET STREET HARRISONBURG, VIRGINIA 22801 PHONE (540) 434-1346 FAX (540) 434-7982ABCDE12453678910FGHI J593801NOVEMBER 25, 2019REVISIONSDATEDESCRIPTIONS:\103\44214-Red_Hill_ES_Reno_&_Gym\DWG\Sheet\CD\44214-C1-NTDT.dwg | Plotted on 6/25/2020 4:11 PM | by Andrew Allison 2-6-20COUNTY COMMENTSRED HILL ES - PHASE 2 GYM ADD & RENO ALBEMARLE COUNTY SCHOOL BOARD 3901 RED HILL SCHOOL ROAD, NORTH GARDEN VA, 22959 STATE PROJECT # 002-54-00-102 IFB # 2020-03123-574-8-20COUNTY COMMENTS6-24-20COUNTY COMMENTSSIGNAGE NOTES:1.ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITHTHE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANYREVISION THERE TO:A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORMTRAFFICCONTROL DEVICES.C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGESPECIFICATIONS.D. THE 2000 INTERNATIONAL FIRE CODE.2.SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THEFIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHERCONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED INNOTE 1 ABOVE.3.ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED ANDINSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED ANDINSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR.STD.R1-124"(TYP.)STOP BAR DETAILNO SCALESOLID WHITE LINE12'(VARIES)NOTE: STOP SIGNS TO BE 30" WITH HIGH INTENSITY SHEETINGNo ScaleSTRIPING AND SIGNAGE DETAIL2'(TYP.)2'(TYP.)SOLID WHITE LINE6'C1.1NOTES AND DETAILSDENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANSNo ScaleLIGHT DUTY ASPHALT PAVEMENT SECTION8" TYPE 21B AGGREGATE BASE COURSE1.5" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5ACOMPACTED SUBGRADE(PLACED IN SINGLE LIFT)DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANSNo ScaleHEAVY DUTY ASPHALT PAVEMENT SECTION2.5" INTERMEDIATE BASE COURSE - IM-198" TYPE 21-B AGGREGATE SUBBASE COURSE1.5" ASPHALTIC CONCRETE SURFACECOMPACTED SUBGRADECOURSE - SM-9.5ANo ScaleREINFORCED TURF DETAILTOP OF CURBTHE DEPTH OF CURB MAY BEA MINIMUM OF 13" AND AMAXIMUM OF 19"VDOT STANDARD CG-3 CURBNo Scale2" R1" R2"5"4"3"16"4" MIN.6"7"VDOT A-3 CONCRETECONTINUE STONE BASEFROM ADJACENT PAVEMENTSECTION UNDER CURBNo ScaleVDOT STD CG-12 CURBDENOTES REINFORCED TURF PAVERS ON PLANSNOTE:CONTRACTOR TO PROVIDE AMIN. OF 10" TYPE 21-BNo ScaleCLEANOUT DETAIL2 1/4" THK. BRICK PAVERSACCENT BAND W/TIGHTSAND SWEPT JTS.3/4" MORTAR SETTINGBED4" VDOT #21A COMPACTEDSTONE BASECOMPACTED SUBGRADE- 95% S.P.D.4" CONC. SLAB1.5" = 1'BRICK BANDING DETAILNOTE:1. TRENCH EDGE DETAIL SHALL BE USED AT ALL LAWN EDGES & ATEDGES OF MULCHED AREA (FOR CONTAINMENT).2. TRENCH EDGE SHALL CREATE A CLEAN SEPARATION BETWEENAREAS & SHALL CREATE SMOOTH & EVEN LINES (AS INDICATEDON THE PLANS).4"LAWN AREA ORPAVED AREAMULCH AS SPECIFIEDEXISTING GRADE OR GRADEOF PLANTING AREA,MAXIMUM 2:1 SLOPE5"SHOVEL DUG EDGEAT 45° ANGLE1" = 1'MULCH EDGING DETAILLEVEL SPREADER DETAIL1" = 1'6"6'12"VDOT STD. CLASS A1BROWNSTONE RIPRAPNo ScaleLEVEL SPREADER DETAIL3'6"X12" CONCRETECURBVDOT STD. CLASS A1BROWNSTONE RIPRAP*LEVEL SPREADER TIMBER LENGTH (L) CALCULATIONSDRAINAGE AREAS FROM C5.2LEVEL SPREADER:Q(10) FOR PIPE 201 = 2.00 CFS (SEE CALC BOOK FORCALCULATIONS)L = 13 LF x 2.00 CFS INFLOW (10-YR STORM EVENT USED) = 13LF X 2.00 CFS = 26.00'MAINTENANCE NOTE: INSPECTIONS SHALL TAKE PLACEANNUALLY, IDEALLY DURING THE NON-GROWING SEASON.SEDIMENTS SHOULD BE CLEANED OUT OF THE LEVELSPREADER FOREBAYS AND FLOW SPLITTERS. UGPUGPUGPUGP 18: DEC. TREEUUTTTDUUDMOBI LECLASSROOM SD INLET W/GRATETOP=726.35'INV OUT= 722.35' 12" RCP (SW)SD INLET W/GRATETOP=723.16'INV IN = 720.95' 12" RCP (NE)INV OUT = 720.64' 15" RCP (SW)SDMHTOP= 725.79'INV IN= 720.16' 8" PVC (NW)INV IN=720.17' 15" RCP (NE)INV OUT= 720.01' 15" RCP (SE)SDMHTOP= 724.21'INV IN=719.36' 15" RCP (NW)INV OUT= 719.28' 15" RCP (SE)SD CURB INLETTOP= 722.26'INV OUT= 718.25' 15" CMP (SE)12" RCP W/ 6" HWINV=719.10'12" RCPINV=720.73'6" DOGWOOD16" MAPLE30" OAK24" OAK30" OAK6" DOGWOOD24" MAPLE8" DOGWOOD4"- 6" DOGWOOD(2)14" PINE12" MAPLE10" - 20" D E C . T R E E S ( 1 1 )24" OAK36" OAK30" OAK24" DEC. TREE18" DEC. TREEDOGWOODS (5)16"MAPLEPLANTER W/TIMBER WALLS14" DEC. TREE8" DEC. TREEWOVE N W I R E F E N C ECHAINLINK FENCE 6' (H)CHAINLINK FENCE 6' (H)CHAINLINK FENCE 4'(H)PLAYGROUNDAREAPLAYGROUNDAREA2 HC SPACESA LUM INUM R AM P A L UM I N UM S T E P SWOODEN S T E P SALUM INUM RAMPWOOD S T E P SWOODEN R AM PSEPTICCOVERS(3)SEPTICCOVERS(4)14" DOUBLE DEC.EPEPEPEPEPCURBCURBCGCONC. SWKCONC.C O N C .CONC.CONC.EPASPHALT WATERVALVE (3)14' GATEEP3' (W) DOORFFE=719.24'3' (W) DOORFFE=723.20'3' (W) DOORFFE=725.24'3' (W) DOORFFE=725.23'3' (W) DOORFFE=727.23'3' (W) DOORFFE=727.18'3' (W) DOORFFE=725.24'3' (W) DOORFFE=727.22'6' (W) DBL. DOORFFE=725.26'3' (W) DOORFFE=725.26'6' (W) DBL. DOORFFE=719.24'3' (W) DOORFFE=727.28'6' (W) DBL. DOORFFE=727.28'6' (W) DBL. DOORFFE=725.23'6' (W) DBL. DOORFFE=725.21'3' (W) DOORFFE=725.23'3' (W) DOORFFE=725.24'3' (W) DOORFFE=725.25'3' (W) DOORFFE=727.22'3' (W) DOORFFE=727.27'6' (W) DBL. DOORFFE=727.29'6' (W) DBL. DOORFFE=727.20'6' (W) DBL. DOORFFE=727.24'SHEDWOODENPLAYHOUSE8" PVCINV=713.30'8" PVCINV=712.82'3' (W) DOORFFE=725.21'4" X 4" STEELCOLUMNS (TYP)3' (W) DOORFFE=725.24'3' (W) DOORFFE=723.20'METAL SIGN"RED HILL ELEM. SCHOOL"SANITARY DF. JUNCTION BOX,FLAGGED BY OTHERS (TYP)CG CGBASKETBALLGOAL (TYP)MOBI LECLASSROOM MOB I LECLASSROOM BENCHCONC.CG EP 8" (W) KNEE WALLON CONC. PADS4' (H) (TYP)CG 1 LEVELCINDER BLOCK FACILITY"REDHILL ELEMENTARYSCHOOL"37 + 2 HC PARKING SPACES14 PARKING SPACES12 PA R K I N G S P A C E S CON C .ABANDONEDFUEL PUMP(CAPPED)CANOPYPID: 08700-00-00-06100COUNTY OF ALBEMARLESCHOOL BOARD "RED HILL ELEM SCHOOL"DB. 504, PG. 3434.55 ACPID: 08700-00-00-060A0COUNTY OF ALBEMARLESCHOOL BOARDZONE: RA DB. 508, PG. 5032.88 ACEQUIPMENTENCLOSUREBLOCKSHEDBLOCKSHED14" MAPLECG 1' STEPPEDBRICK WALLCG METALSTAIRSCONC.CONC.CONC.LSACOMPILED PROPERTY LINECOMPILED PROPERTY LINE7207207237247257257307267277287 2 8 727 725 7247 2 8 727 729 7287277267 3 0 728 7 2 7 726725720717727727 72 6 725725726 720715725715710700710715724 722 72 5 72972 2 72 1 7 2 3 720710GRAVELASPHALT10" BLOCK WALL±4' (H)10" BLOCK WALL±5' (H)PID: 087B0-00-00-010A0COUNTY OF ALBEMARLESCHOOL BOARDZONE: RA DB. 706, PG. 497.17 ACPID: 08700-00-00-06400JAMES F. POWELL, JR.ZONE: RA DB. 2246, PG. 461CURB CUTW/ RAMPCONC.CONC.CONC.CANOPYFLAGPOLECONC.CONC.721722723724724715711712713714716717718 7217 2 2 7 2 3 715 720711712713 714 7167 1 7 71 8 7197077087097167177187197 2 2 7 2 3 7 2 4 7 2 6 7 2 7 7287 2 9 729728724725726 727 728 72 1 7 2 2 718 719706707708709711712713714716717718 X X X X X X X X X X X X OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP X X X XOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPUGTUGTUGTUGTUGPUGPUGPUGPUGP OHPOHPOHPOHPOHPOHPX X XXXX X X XXUGPUGPUGPUGPUGP UGP XXXXXXXXXXXXXX XXXXXWWWW W W W W W W W W W WUGPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPX X OHPOHPOHPOHPOHPRED HILL SCHOOL ROAD(ROUTE SC-760E)TAYLO R S G A P R O A D COMPILED PROPERTY LINE725PRESERVEDCRITICAL SLOPES(TYPICAL)70470370270170070570 6 699698697696695694693 FUEL COVERS.70 770 8 70 971 0 71 1712 716715714713 30' PRESCRIPTIVE VDOTR.O.W. EASEMENT15' PRESCRIPTIVE VDOTR.O.W. EASEMENT75' SETBACK75' SETBACK7167157147137 1 2 7 1 1 7 1 0 720 WWWWWWWW WWWWAPPROX. LOCATION OF 4"D.I. WATERLINEAPPROX. LOCATION OF 4"D.I. WATERLINEPID: 087B0-00-00-01000MCLAUGHLIN LIVINGTRUST C/O DANIEL HMCLAUGHLIN & TERESE NMCLAUGHLINZONE: RA0.91 ACPID: 087B0-00-00-01200MCLAUGHLIN LIVING TRUSTZONE: RA0.72 ACSIGNSIGNTWATER VALVEWATER METERROOF DRAIN / DOWNSPOUTCLEAN-OUTSTORM DRAINAGE (SD) MANHOLEDRAINAGE FLOW DIRECTIONREINFORCED CONCRETE PIPECORRUGATED METAL PIPETELECOM PEDESTALUTILITY POLEGUY WIREPOWER / HVAC STRUCTURE, AS NOTEDLIGHT POLEELECTRIC METERUTILITY LID (FUEL TANK COVER)SOIL TEST BORINGSANITARY DF. JUNCTION BOXELECTRIC BOXDECIDUOUS TREECONIFEROUS TREEHANDICAP PARKINGUNDERGROUND POWER UTILITYOVERHEAD POWER UTILITYFENCE-LINEEDGE OF PAVEMENT (EP)TREE-LINEHANDRAILWATERLINEDITCH LINESIGNSOLID WHITE LINE (ROAD STRIPE)BOLLARDEDGE OF GRAVELCURB AND GUTTERCONCRETE CURBCONCRETEDENOTES END OF INFORMATIONOR CONNECTION UNKNOWNDEED BOOKPAGELANDSCAPED AREAPROPERTY CORNER / MONUMENT FOUND,AS NOTEDLEGENDRCPCMPSWLD(F)EGCCD.B.PG.CGCONC.*XUGPUOHPWLSAMOSELEYARCHITECTS.COMPROJECT NO:DATE:50 WEST MARKET STREET HARRISONBURG, VIRGINIA 22801 PHONE (540) 434-1346 FAX (540) 434-7982ABCDE12453678910FGHI J593801NOVEMBER 25, 2019REVISIONSDATEDESCRIPTIONS:\103\44214-Red_Hill_ES_Reno_&_Gym\DWG\Sheet\CD\44214-C2-EXST.dwg | Plotted on 6/25/2020 4:13 PM | by Andrew Allison 2-6-20COUNTY COMMENTSRED HILL ES - PHASE 2 GYM ADD & RENO ALBEMARLE COUNTY SCHOOL BOARD 3901 RED HILL SCHOOL ROAD, NORTH GARDEN VA, 22959 STATE PROJECT # 002-54-00-102 IFB # 2020-03123-574-8-20COUNTY COMMENTS6-24-20COUNTY COMMENTSNAD 830SCALE 1"=20'40'20'C2.0EXISTING CONDITIONS UGPUGPUGPUGP18: DEC. TREEUUTTTDUUDMOBI L ECLASSROOM SD INLET W/GRATETOP=726.35'INV OUT= 722.35' 12" RCP (SW)SD INLET W/GRATETOP=723.16'INV IN = 720.95' 12" RCP (NE)INV OUT = 720.64' 15" RCP (SW)SDMHTOP= 725.79'INV IN= 720.16' 8" PVC (NW)INV IN=720.17' 15" RCP (NE)INV OUT= 720.01' 15" RCP (SE)SDMHTOP= 724.21'INV IN=719.36' 15" RCP (NW)INV OUT= 719.28' 15" RCP (SE)SD CURB INLETTOP= 722.26'INV OUT= 718.25' 15" CMP (SE)12" RCP W/ 6" HWINV=719.10'12" RCPINV=720.73'6" DOGWOOD16" MAPLE30" OAK24" OAK30" OAK6" DOGWOOD24" MAPLE8" DOGWOOD4"- 6" DOGWOOD(2)14" PINE12" MAPLE10" - 20" D E C . T R E E S ( 1 1 )24" OAK36" OAK30" OAK24" DEC. TREE18" DEC. TREEDOGWOODS (5)16"MAPLEPLANTER W/TIMBER WALLS14" DEC. TREE8" DEC. TREEWOVE N W I R E F E N C ECHAINLINK FENCE 6' (H)CHAINLINK FENCE 6' (H)CHAINLINK FENCE 4'(H)PLAYGROUNDAREAPLAYGROUNDAREA2 HC SPACESA LUM INUM R AM P A L UM I N UM S T E P SWOODEN S T E P SALUM INUM RAMPWOOD S T E P SWOODEN R AM PSEPTICCOVERS(3)SEPTICCOVERS(4)14" DOUBLE DEC.EPEPEPEPEPCURBCURBCGCONC. SWKCONC.C O N C .CONC.CONC.EPASPHALT WATERVALVE (3)14' GATEEP3' (W) DOORFFE=719.24'3' (W) DOORFFE=723.20'3' (W) DOORFFE=725.24'3' (W) DOORFFE=725.23'3' (W) DOORFFE=727.23'3' (W) DOORFFE=727.18'3' (W) DOORFFE=725.24'3' (W) DOORFFE=727.22'6' (W) DBL. DOORFFE=725.26'3' (W) DOORFFE=725.26'6' (W) DBL. DOORFFE=719.24'3' (W) DOORFFE=727.28'6' (W) DBL. DOORFFE=727.28'6' (W) DBL. DOORFFE=725.23'6' (W) DBL. DOORFFE=725.21'3' (W) DOORFFE=725.23'3' (W) DOORFFE=725.24'3' (W) DOORFFE=725.25'3' (W) DOORFFE=727.22'3' (W) DOORFFE=727.27'6' (W) DBL. DOORFFE=727.29'6' (W) DBL. DOORFFE=727.20'6' (W) DBL. DOORFFE=727.24'SHEDWOODENPLAYHOUSE8" PVCINV=713.30'8" PVCINV=712.82'3' (W) DOORFFE=725.21'4" X 4" STEELCOLUMNS (TYP)3' (W) DOORFFE=725.24'3' (W) DOORFFE=723.20'METAL SIGN"RED HILL ELEM. SCHOOL"SANITARY DF. JUNCTION BOX,FLAGGED BY OTHERS (TYP)CG CGBASKETBALLGOAL (TYP)MOB I LECLASSROOM MOBI LECLASSROOM BENCHCONC.CG EP 8" (W) KNEE WALLON CONC. PADS4' (H) (TYP)CG 1 LEVELCINDER BLOCK FACILITY"REDHILL ELEMENTARYSCHOOL"37 + 2 HC PARKING SPACES14 PARKING SPACES12 PA R K I N G S P A C E S CON C .ABANDONEDFUEL PUMP(CAPPED)CANOPYPID: 08700-00-00-06100COUNTY OF ALBEMARLESCHOOL BOARD "RED HILL ELEM SCHOOL"DB. 504, PG. 3434.55 ACPID: 08700-00-00-060A0COUNTY OF ALBEMARLESCHOOL BOARDZONE: RA DB. 508, PG. 5032.88 ACEQUIPMENTENCLOSUREBLOCKSHEDBLOCKSHED14" MAPLECG 1' STEPPEDBRICK WALLCG METALSTAIRSCONC.CONC.CONC.LSACOMPILED PROPERTY LINECOMPILED PROPERTY LINE7207207237247257257307267277287 2 8 727 725 7247 2 8 727 729 7287277267 3 0 728 7 2 7 726725720717727727 72 6 725725726 720715725715710700710715724 722 72 5 72972 2 72 1 7 2 3 720710GRAVELASPHALT10" BLOCK WALL±4' (H)10" BLOCK WALL±5' (H)PID: 087B0-00-00-010A0COUNTY OF ALBEMARLESCHOOL BOARDZONE: RA DB. 706, PG. 497.17 ACPID: 08700-00-00-06400JAMES F. POWELL, JR.ZONE: RA DB. 2246, PG. 461CURB CUTW/ RAMPCONC.CONC.CONC.CANOPYFLAGPOLECONC.CONC.721722723724724715711712713714716717718 7217 2 2 7 2 37157207117127137147167 1 7 71 8 7197087097167177187197 2 2 7 2 3 7 2 4 7 2 6 7 2 7 7287 2 9 729728724725726 727 728 72 1 7 2 2 718 719708709711712713714716717718 X X X X X X X X X X X X OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP X X X XOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPUGTUGTUGTUGTUGPUGPUGPUGPUGPOHPOHPOHPOHPOHPOHPX X XXXX X X XXUGPUGPUGPUGPUGP UGP XXXXXXXXXXXXXX XXXXXWWWW W W W W W W W W W WUGPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPX X OHPOHPOHPOHPOHPRED HILL SCHOOL ROAD(ROUTE SC-760E)TAYLO R S G A P R O A D COMPILED PROPERTY LINE725PRESERVEDCRITICAL SLOPES(TYPICAL)70470370270170070570 6 699698697696695694693 FUEL COVERS.70 770 870 9 71 0 71 1712 716715714713 30' PRESCRIPTIVE VDOTR.O.W. EASEMENT15' PRESCRIPTIVE VDOTR.O.W. EASEMENT75' SETBACK75' SETBACK7167157147137 1 2 7 1 1 7 1 0 720 WWWWWWWW WWWWAPPROX. LOCATION OF 4"D.I. WATERLINEAPPROX. LOCATION OF 4"D.I. WATERLINEPID: 087B0-00-00-01000MCLAUGHLIN LIVINGTRUST C/O DANIEL HMCLAUGHLIN & TERESE NMCLAUGHLINZONE: RA0.91 ACPID: 087B0-00-00-01200MCLAUGHLIN LIVING TRUSTZONE: RA0.72 ACSIGNSIGNXXXREMOVEREMOVEREMOVECONTRACTOR TO REMOVE ALLTHREE (3) MOBILE CLASSROOMSAND ASSOCIATED FEATURES TOINCLUDE DECKS, RAMPS,FOUNDATIONS, UTILITIES ETC.REMOVEREMOVEREMOVEREMOVE EXISTINGCHAINLINK FENCEUNDERGROUND TELEPHONE LINETO BE RELOCATED. CONTRACTORTO COORDINATE RELOCATION WITHUTILITY PROVIDER ACCORDINGLYREMOVE KNEE WALLPER BUILDING DEMOLITION PLANREMOVE KNEE WALLPER BUILDING DEMOLITION PLANREMOVE KNEE WALLPER BUILDINGDEMOLITION PLANREMOVE RIP RAP. LOCATE ANDPRESERVE AND STORM PIPESAND TIE TO PROPOSED BUILDINGSTORM PIPES PER PLUMBING PLANS.REMOVE LIGHTFIXTUREREMOVE SANITARYSEWER STRUCTURERELOCATE EXISTINGTELECOM ANDUNDERGROUND LINESAWCUT AND REMOVE 1'OF ASPHALT TO MATCHPAVEMENT SHOWN ON C4.0.REMOVE SANITARYSEWER STRUCTURELOCATE SANITARY CLEANOUTAND SEWER TO THIS POINT ANDTIE TO PROPOSED BUILDINGSANITARY PER PLUMBING PLANS.REMOVE PORTION OFSTORM PIPEREMOVE CURBREMOVE EXISTINGUNDERGROUNDPOWER LINEREMOVE EXISTINGUNDERGROUNDPOWER LINEOVERHEAD POWER LINE TO BERELOCATED UNDERGROUND.COORDINATED WITH UTILITY PROVIDERPRIOR TO THE START OF CONSTRUCTION.RELOCATEGUY WIREREMOVE KNEE WALLPER BUILDING DEMOLITION PLANREMOVECLEAR AND GRUBWOODED AREAPROTECTEXISTING TREEPROTECTEXISTING TREEPROTECTEXISTING TREETO REMAIN(SEE ARCHITECTURAL PLANS)TO REMAINFENCE TOREMAINEXISTING POLETO REMAINREMOVE POLEAND GUY WIREREMOVE PAVEMENTMARKINGSSAWCUT AND REMOVE 1'OF ASPHALT TO MATCHPAVEMENT SHOWN ON C4.0.REMOVECURBSAWCUTCURBSAWCUT CURBSAWCUTDRAINAGEFEATURETO REMAINSTRUCTURE TOPTO BE LOWEREDTO MATCH FINALGRADEREMOVE BENCH ANDRETURN TO OWNERREMOVE POLEAND GUY WIREREMOVED OVERHEADPOWER LINE TO BEUNDERGROUND.COORDINATED WITHUTILITY PROVIDER PRIORTO THE START OFCONSTRUCTION.OVERHEAD POWER LINE TOBE RELOCATEDUNDERGROUND. COORDINATEWITH UTILITY PROVIDERPRIOR TO THE START OFCONSTRUCTION.REMOVE PORTION OFCHAINLINK FENCEREMOVE PAVEMENTSTRIPINGREMOVE HARDSCAPE& GRAVELCLEAR AND GRUBWOODED AREAREMOVE TREESAW CUT CURB SIDEWALKOR ASPHALT (SIDEWALKSAND CURB TO BE CUT ATNEAREST JOINT)XLEGEND:NOTE:SIGNS REMOVED ARE TO BERETURNED TO OWNERMOSELEYARCHITECTS.COMPROJECT NO:DATE:50 WEST MARKET STREET HARRISONBURG, VIRGINIA 22801 PHONE (540) 434-1346 FAX (540) 434-7982ABCDE12453678910FGHI J593801NOVEMBER 25, 2019REVISIONSDATEDESCRIPTIONS:\103\44214-Red_Hill_ES_Reno_&_Gym\DWG\Sheet\CD\44214-C2.1-DEMO.dwg | Plotted on 6/25/2020 4:12 PM | by Andrew Allison 2-6-20COUNTY COMMENTSRED HILL ES - PHASE 2 GYM ADD & RENO ALBEMARLE COUNTY SCHOOL BOARD 3901 RED HILL SCHOOL ROAD, NORTH GARDEN VA, 22959 STATE PROJECT # 002-54-00-102 IFB # 2020-03123-574-8-20COUNTY COMMENTS6-24-20COUNTY COMMENTSNAD 830SCALE 1"=20'40'20'C2.1DEMOLITION PLANNOTE:REFER TO PHASING PLAN SHEET C0.1 UUTTDUUDSEPTICCOVERS(3)SEPTICCOVERS(4)CONC.WATERVALVE (3)14' GATE3' (W) DOORFFE=719.24'3' (W) DOORFFE=723.20'3' (W) DOORFFE=725.24'3' (W) DOORFFE=725.23'3' (W) DOORFFE=727.23'3' (W) DOORFFE=727.18'3' (W) DOORFFE=725.24'3' (W) DOORFFE=727.22'6' (W) DBL. DOORFFE=725.26'3' (W) DOORFFE=725.26'3' (W) DOORFFE=727.28'6' (W) DBL. DOORFFE=727.28'6' (W) DBL. DOORFFE=725.23'6' (W) DBL. DOORFFE=725.21'3' (W) DOORFFE=725.23'3' (W) DOORFFE=725.24'3' (W) DOORFFE=725.25'3' (W) DOORFFE=727.22'3' (W) DOORFFE=727.27'6' (W) DBL. DOORFFE=727.29'6' (W) DBL. DOORFFE=727.20'6' (W) DBL. DOORFFE=727.24'SHEDWOODENPLAYHOUSE3' (W) DOORFFE=725.21'4" X 4" STEELCOLUMNS (TYP)3' (W) DOORFFE=725.24'3' (W) DOORFFE=723.20'SANITARY DF. JUNCTION BOX,FLAGGED BY OTHERS (TYP)1 LEVELCINDER BLOCK FACILITY"REDHILL ELEMENTARYSCHOOL"CON C .PID: 08700-00-00-06100COUNTY OF ALBEMARLESCHOOL BOARD "RED HILL ELEM SCHOOL"DB. 504, PG. 3434.55 ACPID: 08700-00-00-060A0COUNTY OF ALBEMARLESCHOOL BOARDZONE: RA DB. 508, PG. 5032.88 ACBLOCKSHEDBLOCKSHED1' STEPPEDBRICK WALLMETALSTAIRSCOMPILED PROPERTY LINECOMPILED PROPERTY LINE10" BLOCK WALL±4' (H)10" BLOCK WALL±5' (H)PID: 087B0-00-00-010A0COUNTY OF ALBEMARLESCHOOL BOARDZONE: RA DB. 706, PG. 497.17 ACPID: 08700-00-00-06400JAMES F. POWELL, JR.ZONE: RA DB. 2246, PG. 461X X X X X X X X X X X X OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP X X X XOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPXXXX X X XXUGPUGPUGPUGPUGP UGP XXXXXXXXXXXXXX XXXXXWWWW W W W W W W W W W WOHPOHPOHPOHPOHPOHPOHPOHPOHP COMPILED PROPERTY LINEPRESERVEDCRITICAL SLOPES(TYPICAL)30' PRESCRIPTIVE VDOTR.O.W. EASEMENT15' PRESCRIPTIVE VDOTR.O.W. EASEMENT75' SETBACK75' SETBACKWWWWWWWW WWWWAPPROX. LOCATION OF 4"D.I. WATERLINEAPPROX. LOCATION OF 4"D.I. WATERLINEPID: 087B0-00-00-01000MCLAUGHLIN LIVINGTRUST C/O DANIEL HMCLAUGHLIN & TERESE NMCLAUGHLINZONE: RA0.91 ACPID: 087B0-00-00-01200MCLAUGHLIN LIVING TRUSTZONE: RA0.72 ACD DD9ADA PARKING SIGNSCG-6CG-220'11'8'10' (TYP.)(3) 6" RISERSWITH HANDRAILSR5'R8'6' CONCRETESIDEWALK5'WIPE DOWN CURB, (TYP.)CONTRACTOR TO CLEAN UPEDGE OF PAVEMENTX X12' VEHICLEACCESS GATE3' PEDESTRIAN ACCESSPROTECT TREEPROTECT TREEPROTECT TREE7PROTECT TREECG-2EPEXISTING CANOPYTO REMAIN18'R5'VDOT STD. R1-1STOP SIGNTYPE B, CLASS 1 WHITEPAVEMENT LINEMARKING, 24" WIDTHGYMNASIUM ADDITION (7550 SF)UGTUGTUGT5' WIDE ADARAMP WITHHANDRAILSPROPOSEDBUILDING WALL(SEE ARCH.PLANS)8'7'5'SIDEWALK WITHHANDRAILSIDEWALK TOCONNECT TOEXISTINGBUILDINGR5'CG-12CG-320'R15'RELOCATE GUY WIRE.CONTRACTOR TO COORDINATEWITH UTILITY PROVIDER.11'CG-12WIPE DOWN TOFLUSH CURBTIE TO EXISTINGSIDEWALKTIE TO EXISTINGSIDEWALK29'R20'R5'R5'R2.5'60'23.33'R5'"NO PARKINGFIRE LANE" SIGN PAINTED YELLOWFIRE LANE CURB"NO PARKINGFIRE LANE" SIGN"NO PARKINGFIRE LANE" SIGN"NO PARKINGFIRE LANE" SIGN159.61'101.6'5'6'APPROX. LOCATION OF EXISTINGUGT LINE. CONTRACTOR TO TIERELOCATED LINE BACK TOEXISTING SERVICE LOCATED EASTOF THIS POINT.PROVIDE STRIPINGFOR 3 PARKINGSPACESBRICK BANDINGSEE DETAIL ONSHEET C1.1ALTERNATE #1 BUILDING ADDITIONTELECOMM.CONDUITS(SEE NOTE #1)3"NO PARKINGFIRE LANE" SIGN776ADA PARKING SIGNS138.94'9.14'8.99'CG-12UGT5'8.07'UGPUGPUGPUGP5.9'5.9'33'VDOT STD. R1-1 STOPSIGNWHEEL STOP(TYP.)TIE PROPOSED ASPHALT TO EXISTINGPAVEMENT IN ACCORDANCE WITHREPLACEMENT DETAIL (TYP.)WHEEL STOP (TYP.)4' CHAIN LINK FENCECONTRACTOR SHALLCOORDINATE LOCATION ANDCONSTRUCTION OF NEWPOWER POLE ANDUNDERGROUND UTILITY LINESWITH UTILITY PROVIDER PRIORTO BEGINNING CONSTRUCTIONRELOCATE UNDER GROUND TELECOMMUNICATIONLINES. CONTRACTOR TO COORDINATE RELOCATIONWITH THE CURRENT UTILITY SERVICE PROVIDER.SPACE TOBE STRIPED20 FT WIDE EMERGENCYVEHICLE ACCESS ROAD(REINFORCED TURF)TIE NEW CURB AND GUTTERTO EX. AND TO INLETTIE PROPOSED ASPHALT TO EXISTINGPAVEMENT IN ACCORDANCE WITHREPLACEMENT DETAIL (TYP.)CURB WIPEDOWNCURB WIPEDOWNAPPROX. LOCATION OF EXSIT. WATERLINE.CONTRACTOR TO FIELD VERIFY PRIOR TOCONSTRUCTION.APPROX. LOCATION OF LIGHTPOLE. REFER TO PHOTOMETRICPLAN FOR ADDITIONALINFORMATION (TYP.)SPACE TOBE STRIPED14 PARKING SPOTS UNTILTEMPORARY TRAILER ISREMOVED6 PARKING SPOTS UNTILTEMPORARY TRAILER ISREMOVED (2 ADA SPACES)TEMPORARY TRAILER TO BEPROVIDED BY OWNERPAVEMENTSTRIPINGWATER-FILLEDBARRICADE (BYCONTRACTOR)WATER-FILLEDBARRICADE (BYCONTRACTOR)RAMP WITH HANDRIAL TO BEPROVIDED BY OWNER(2) 6" SCH. 40 PVCCONDUITS FORPOWERSEPTIC FLOWEQUALIZATION PUMP TANKS(SEE C8.0 SERIES SHEETS)LEGEND:CONCRETE SIDEWALKMULCHHEAVY DUTY ASPHALTLIGHT DUTY ASPHALTREINFORCED TURFMILL AND OVERLAYMOSELEYARCHITECTS.COMPROJECT NO:DATE:50 WEST MARKET STREET HARRISONBURG, VIRGINIA 22801 PHONE (540) 434-1346 FAX (540) 434-7982ABCDE12453678910FGHI J593801NOVEMBER 25, 2019REVISIONSDATEDESCRIPTIONS:\103\44214-Red_Hill_ES_Reno_&_Gym\DWG\Sheet\CD\44214-C4-LAYO.dwg | Plotted on 6/25/2020 4:15 PM | by Andrew Allison 2-6-20COUNTY COMMENTSRED HILL ES - PHASE 2 GYM ADD & RENO ALBEMARLE COUNTY SCHOOL BOARD 3901 RED HILL SCHOOL ROAD, NORTH GARDEN VA, 22959 STATE PROJECT # 002-54-00-102 IFB # 2020-03123-574-8-20COUNTY COMMENTS6-24-20COUNTY COMMENTSNAD 830SCALE 1"=20'40'20'C4.0LAYOUT AND UTILITYPLANNOTES:1.CONTRACTOR SHALL PROVIDE CONDUITS FOR FIRE, DATAAND FIBER OPTIC LINES TO SERVICE THE TEMPORARYTRAILER. REFER TO ARCHITECTURAL DRAWINGS FORADDITIONAL INFORMATION AND FINAL NUMBER OFCONDUITS (SHEET E0.3). CONTRACTOR SHALL REPAIR ANDREPLACE ALL ASPHALT REMOVED FOR THE INSTALLATIONOF TELECOMMUNICATION CONDUITS. CONTRACTOR SHALLCONFORM TO ALL MATERIAL AND CONSTRUCTION METHODSOUTLINED IN THE 2016 VDOT ROAD AND BRIDGESPECIFICATIONS. UUTTDUUDSD INLET W/GRATETOP=726.35'INV OUT= 722.35' 12" RCP (SW)SD INLET W/GRATETOP=723.16'INV IN = 720.95' 12" RCP (NE)INV OUT = 720.64' 15" RCP (SW)SDMHTOP= 725.79'INV IN= 720.16' 8" PVC (NW)INV IN=720.17' 15" RCP (NE)INV OUT= 720.01' 15" RCP (SE)SDMHTOP= 724.21'INV IN=719.36' 15" RCP (NW)INV OUT= 719.28' 15" RCP (SE)SD CURB INLETTOP= 722.26'INV OUT= 718.25' 15" CMP (SE)12" RCPINV=720.73'2 HC SPACESSEPTICCOVERS(3)SEPTICCOVERS(4)EPEPEPEPEPCURBCURBCGCONC.WATERVALVE (3)14' GATEEP3' (W) DOORFFE=719.24'3' (W) DOORFFE=723.20'3' (W) DOORFFE=725.24'3' (W) DOORFFE=725.23'3' (W) DOORFFE=727.23'3' (W) DOORFFE=727.18'3' (W) DOORFFE=725.24'3' (W) DOORFFE=727.22'6' (W) DBL. DOORFFE=725.26'3' (W) DOORFFE=725.26'3' (W) DOORFFE=727.28'6' (W) DBL. DOORFFE=727.28'6' (W) DBL. DOORFFE=725.23'6' (W) DBL. DOORFFE=725.21'3' (W) DOORFFE=725.23'3' (W) DOORFFE=725.24'3' (W) DOORFFE=725.25'3' (W) DOORFFE=727.22'3' (W) DOORFFE=727.27'6' (W) DBL. DOORFFE=727.29'6' (W) DBL. DOORFFE=727.20'6' (W) DBL. DOORFFE=727.24'SHEDWOODENPLAYHOUSE8" PVCINV=713.30'8" PVCINV=712.82'3' (W) DOORFFE=725.21'4" X 4" STEELCOLUMNS (TYP)3' (W) DOORFFE=725.24'3' (W) DOORFFE=723.20'SANITARY DF. JUNCTION BOX,FLAGGED BY OTHERS (TYP)CG CG CG EP CG 1 LEVELCINDER BLOCK FACILITY"REDHILL ELEMENTARYSCHOOL"12 PA R K I N G S P A C E S CON C .PID: 08700-00-00-06100COUNTY OF ALBEMARLESCHOOL BOARD "RED HILL ELEM SCHOOL"DB. 504, PG. 3434.55 ACPID: 08700-00-00-060A0COUNTY OF ALBEMARLESCHOOL BOARDZONE: RA DB. 508, PG. 5032.88 ACBLOCKSHEDBLOCKSHEDCG 1' STEPPEDBRICK WALLCG METALSTAIRSCOMPILED PROPERTY LINECOMPILED PROPERTY LINE7207207237247257257307267277287 2 8 727 725 7247 2 8 727 729 7287277267 3 0 728 7 2 7 726725720717727727 72 6 725725726 720715725715710700710715724 722 72 5 72972 2 72 1 7 2 3 72071010" BLOCK WALL±4' (H)10" BLOCK WALL±5' (H)PID: 087B0-00-00-010A0COUNTY OF ALBEMARLESCHOOL BOARDZONE: RA DB. 706, PG. 497.17 ACPID: 08700-00-00-06400JAMES F. POWELL, JR.ZONE: RA DB. 2246, PG. 461CURB CUTW/ RAMP721722723724724715711712713714716717718 7217 2 2 7 2 37157207117127137147167 1 7 71 8 7197087097167177187197 2 2 7 2 3 7 2 4 7 2 6 7 2 7 7287 2 9 729728724725726 727 728 72 1 7 2 2 718 719708709711712713714716717718 X X X X X X X X X X X X OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP X X X XOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPXXXX X X XXUGPUGPUGPUGPUGP UGP XXXXXXXXXXXXXX XXXXXWWWW W W W W W W W W W WOHPOHPOHPOHPOHPOHPOHPOHPOHP RED HILL SCHOOL ROAD(ROUTE SC-760E)TAYLO R S G A P R O A D COMPILED PROPERTY LINE725PRESERVEDCRITICAL SLOPES(TYPICAL)70470370270170070570 6 69969869769669569469370 770 870 9 71 0 71 1712 716715714713 30' PRESCRIPTIVE VDOTR.O.W. EASEMENT15' PRESCRIPTIVE VDOTR.O.W. EASEMENT75' SETBACK75' SETBACK7167157147137 1 2 7 1 1 7 1 0 720 WWWWWWWW WWWWAPPROX. LOCATION OF 4"D.I. WATERLINEAPPROX. LOCATION OF 4"D.I. WATERLINEPID: 087B0-00-00-01000MCLAUGHLIN LIVINGTRUST C/O DANIEL HMCLAUGHLIN & TERESE NMCLAUGHLINZONE: RA0.91 ACPID: 087B0-00-00-01200MCLAUGHLIN LIVING TRUSTZONE: RA0.72 ACX XUGTUGTUGTUGTUGPUGPUGPUGPLOWER MANHOLE TOBE FLUSH WITHGROUNDDREFER TO MEP PLANFOR DRAINAGE ANDSANITARY SEWERINSIDE COURTYARDAND UNDER BUILDINGCLEANOUT (TYP.)ROOF DRAIN CONNECTIONROOF DRAINCONNECTIONROOF DRAINCONNECTIONREGRADE CHANNEL TO BE 1' DEEP WITH 3:1SIDE SLOPE. PROVIDE 18" DEPTH OF VDOTSTANDARD CLASS A1 BROWNSTONE RIPRAPON NON-WOVEN GEOTEXTILE FABRICRECESSED BELOW FINISHED GRADE.(SEE RIPRAP CHANNEL DETAIL SHEET C6.0)VDOT CLASS A1BROWNSTONECHANNEL RIPRAPOUTLET PROTECTION.WIDTH 1 = 3.75'WIDTH 2 = 6'LENGTH = 8'DEPTH = 18"204202104102100224200214216222203101201213221223211217215103BROWNSTONE LEVELSPREADER, 26' WIDTH,DOWNSTREAM GRADE FLUSHWITH TOP OF WALL.TOP OF WALL ELEV = 711.39'SEE DETAIL ON SHEET C1.1CLEANOUT (TYP.)CONTRACTOR TO RE-GRADE ALONG EDGEOF ASPHALT, CREATING SHOULDERDRAINING DOWN TO RIPRAP CHANNEL212218TIE ROOF DRAIN FROM ADD ALTADDITION TO STORM PIPE 223EXISTING ROADSIDEDITCH A(SEE SHEET C6.0 FOR DETAIL)DD2254" SOLID PVC TO TIE TOFOUNDATION DRAIN.725725725 723723 722 726720720 719 718 7197187167 1 4 7 1 6 7 1 8 723722727723722 7 2 4 725 727 7247 2 2 7227 2 1 724 721 720 7227127 1 1 72472 1719 725MOSELEYARCHITECTS.COMPROJECT NO:DATE:50 WEST MARKET STREET HARRISONBURG, VIRGINIA 22801 PHONE (540) 434-1346 FAX (540) 434-7982ABCDE12453678910FGHI J593801NOVEMBER 25, 2019REVISIONSDATEDESCRIPTIONS:\103\44214-Red_Hill_ES_Reno_&_Gym\DWG\Sheet\CD\44214-C5-GRAD.dwg | Plotted on 6/25/2020 4:17 PM | by Andrew Allison 2-6-20COUNTY COMMENTSRED HILL ES - PHASE 2 GYM ADD & RENO ALBEMARLE COUNTY SCHOOL BOARD 3901 RED HILL SCHOOL ROAD, NORTH GARDEN VA, 22959 STATE PROJECT # 002-54-00-102 IFB # 2020-03123-574-8-20COUNTY COMMENTS6-24-20COUNTY COMMENTSNAD 830SCALE 1"=20'40'20'C5.0GRADING AND DRAINAGEPLANNOTES:1.UNLESS OTHERWISE SPECIFIED, ALLFOUNDATION DRAINS SHALL BE 4" PERFORATEDPVC PIPE. FOUNDATION DRAINS SHALL TIE TOTHE NEAREST STORMWATER CONVEYANCE PIPEACCORDINGLY.2.ALL ROOF DRAINS SHALL HAVE A MINIMUMINVERT OF 2.5' OUT OF THE BUILDING AND DRAINAT A MINIMUM 1% SLOPE TO THEIR TIE IN POINTAND MINIMUM 2' OF COVER. UUTTDUUDSD INLET W/GRATETOP=726.35'INV OUT= 722.35' 12" RCP (SW)SD INLET W/GRATETOP=723.16'INV IN = 720.95' 12" RCP (NE)INV OUT = 720.64' 15" RCP (SW)SDMHTOP= 725.79'INV IN= 720.16' 8" PVC (NW)INV IN=720.17' 15" RCP (NE)INV OUT= 720.01' 15" RCP (SE)SDMHTOP= 724.21'INV IN=719.36' 15" RCP (NW)INV OUT= 719.28' 15" RCP (SE)SD CURB INLETTOP= 722.26'INV OUT= 718.25' 15" CMP (SE)12" RCPINV=720.73'2 HC SPACESSEPTICCOVERS(3)SEPTICCOVERS(4)EPEPEPEPEPCURBCURBCGCONC.WATERVALVE (3)14' GATEEP3' (W) DOORFFE=719.24'3' (W) DOORFFE=723.20'3' (W) DOORFFE=725.24'3' (W) DOORFFE=725.23'3' (W) DOORFFE=727.23'3' (W) DOORFFE=727.18'3' (W) DOORFFE=725.24'3' (W) DOORFFE=727.22'6' (W) DBL. DOORFFE=725.26'3' (W) DOORFFE=725.26'3' (W) DOORFFE=727.28'6' (W) DBL. DOORFFE=727.28'6' (W) DBL. DOORFFE=725.23'6' (W) DBL. DOORFFE=725.21'3' (W) DOORFFE=725.23'3' (W) DOORFFE=725.24'3' (W) DOORFFE=725.25'3' (W) DOORFFE=727.22'3' (W) DOORFFE=727.27'6' (W) DBL. DOORFFE=727.29'6' (W) DBL. DOORFFE=727.20'6' (W) DBL. DOORFFE=727.24'SHEDWOODENPLAYHOUSE8" PVCINV=713.30'8" PVCINV=712.82'3' (W) DOORFFE=725.21'4" X 4" STEELCOLUMNS (TYP)3' (W) DOORFFE=725.24'3' (W) DOORFFE=723.20'SANITARY DF. JUNCTION BOX,FLAGGED BY OTHERS (TYP)CG CG CG EP CG 1 LEVELCINDER BLOCK FACILITY"REDHILL ELEMENTARYSCHOOL"12 PA R K I N G S P A C E S CON C .PID: 08700-00-00-06100COUNTY OF ALBEMARLESCHOOL BOARD "RED HILL ELEM SCHOOL"DB. 504, PG. 3434.55 ACPID: 08700-00-00-060A0COUNTY OF ALBEMARLESCHOOL BOARDZONE: RA DB. 508, PG. 5032.88 ACBLOCKSHEDBLOCKSHEDCG 1' STEPPEDBRICK WALLCG METALSTAIRSCOMPILED PROPERTY LINECOMPILED PROPERTY LINE7207207237247257257307267277287 2 8 727 725 7247 2 8 727 729 7287277267 3 0 728 7 2 7 726725720717727727 72 6 725725726 720715725715710700710715724 722 72 5 72972 2 72 1 7 2 3 72071010" BLOCK WALL±4' (H)10" BLOCK WALL±5' (H)PID: 087B0-00-00-010A0COUNTY OF ALBEMARLESCHOOL BOARDZONE: RA DB. 706, PG. 497.17 ACPID: 08700-00-00-06400JAMES F. POWELL, JR.ZONE: RA DB. 2246, PG. 461CURB CUTW/ RAMP721722723724724715711712713714716717718 7217 2 2 7 2 37157207117127137147167 1 7 71 8 7197087097167177187197 2 2 7 2 3 7 2 4 7 2 6 7 2 7 7287 2 9 729728724725726 727 728 72 1 7 2 2 718 719708709711712713714716717718 X X X X X X X X X X X X OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP X X X XOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPXXXX X X XXUGPUGPUGPUGPUGP UGP XXXXXXXXXXXXXX XXXXXWWWW W W W W W W W W W WOHPOHPOHPOHPOHPOHPOHPOHPOHP RED HILL SCHOOL ROAD(ROUTE SC-760E)TAYLO R S G A P R O A D COMPILED PROPERTY LINE725PRESERVEDCRITICAL SLOPES(TYPICAL)70470370270170070570 6 69969869769669569469370 770 870 9 71 0 71 1712 716715714713 30' PRESCRIPTIVE VDOTR.O.W. EASEMENT15' PRESCRIPTIVE VDOTR.O.W. EASEMENT75' SETBACK75' SETBACK7167157147137 1 2 7 1 1 7 1 0 720 WWWWWWWW WWWWAPPROX. LOCATION OF 4"D.I. WATERLINEAPPROX. LOCATION OF 4"D.I. WATERLINEPID: 087B0-00-00-01000MCLAUGHLIN LIVINGTRUST C/O DANIEL HMCLAUGHLIN & TERESE NMCLAUGHLINZONE: RA0.91 ACPID: 087B0-00-00-01200MCLAUGHLIN LIVING TRUSTZONE: RA0.72 ACX XUGTUGTUGTUGTUGPUGPUGPUGPD DDFFE 725.94FFE 725.94FFE 725.94FFE 727.28FFE 721.93719.48718.95725.40TS 725.82BS 724.32723.35TC 721.65TC 724.16TC 723.57TC 720.22721.83722.99EP 724.11EXIST. TC±725.30MATCH EXIST.±722.26TC 724.06725725.92725725 723723 722 725.87726725.94725.94725.94EXIST.±725.73MATCH EXIST.±719.23718.98MATCH EXIST.±719.26719.20720TC 723.11725.94725.94721.75720 719 718 7197187167 1 4 7 1 6 7 1 8 723727.08725.11MATCH EXIST.±722.33721.53721.96MATCH EXIST.±722.61721.83721.43721.80722727727.23722.94723 MAINTAIN 2% CROSSSLOPE (MAX.) ACROSSHARDSCAPEMAINTAIN 2% CROSSSLOPE (MAX.) ACROSSHARDSCAPEMAINTAIN 2% CROSSSLOPE (MAX.) ACROSSHARDSCAPE722724.987 2 4 725 724.97727.05727 725.01EP 723.30724.757247 2 2 EP 723.15722TC 720.987 2 1 724 721 720 722MATCH EXIST.±721.32MATCH EXIST.±717.607127 1 1 724725.83EP 725.83MATCH EXIST. GRADEBELOW WINDOWGRADE 726.93GRADE 727.2272 1719 726.92725725.94MOSELEYARCHITECTS.COMPROJECT NO:DATE:50 WEST MARKET STREET HARRISONBURG, VIRGINIA 22801 PHONE (540) 434-1346 FAX (540) 434-7982ABCDE12453678910FGHI J593801NOVEMBER 25, 2019REVISIONSDATEDESCRIPTIONS:\103\44214-Red_Hill_ES_Reno_&_Gym\DWG\Sheet\CD\44214-C5-GRAD.dwg | Plotted on 6/25/2020 4:17 PM | by Andrew Allison 2-6-20COUNTY COMMENTSRED HILL ES - PHASE 2 GYM ADD & RENO ALBEMARLE COUNTY SCHOOL BOARD 3901 RED HILL SCHOOL ROAD, NORTH GARDEN VA, 22959 STATE PROJECT # 002-54-00-102 IFB # 2020-03123-574-8-20COUNTY COMMENTS6-24-20COUNTY COMMENTSNAD 830SCALE 1"=20'40'20'C5.1GRADING SPOT SHOTSPLAN HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR104-STR100 PROFILE7057107157207257307357057107157207257307359+5010+0011+00HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR204-STR200 PROFILE7057107157207257307357057107157207257307359+5010+0011+0012+00HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR226-STR202 PROFILE710715720725730735740710715720725730735740HORIZ SCALE: 1"=50'VERT SCALE: 1"=5STR218-STR222 PROFILE7107157207257307357407107157207257307357409+5010+0011+0012+009+5010+0011+0012+0012+5010336.73' OF15" RCP@ 2.04%10122.43' OF15" RCP@ 2.50%104: DI-2B 6 ft ThroatSTA 10+00.00TOP 724.00INV OUT 719.32 (103)102: MH-2STA 10+35.42TOP 721.84INV IN 718.58 (103)INV OUT 718.48 (101)100: ES-1 for 15 inch PipeSTA 10+57.85TOP 719.36INV IN 717.92 (101)20333.12' OF12" HDPE@ 4.00%202: MH-2STA 10+33.12TOP 717.03INV IN 712.85 (221)INV IN 713.94 (203)INV OUT 711.47 (201)200: ES-1 for 12 inch PipeSTA 10+41.13TOP 712.23INV IN 711.07 (201)222: MH-2STA 10+21.67TOP 720.40INV IN 715.85 (211)INV IN 715.24 (223.)INV OUT 715.13 (221)218: 6 '' CleanoutSTA 10+00.00TOP 726.00INV IN 722.81 (219)INV OUT 722.41 (217)2177.30' OF6" HDPE@ 1.00%216: 6 '' CleanoutSTA 10+07.30TOP 725.89INV IN 722.34 (217)INV OUT 722.34 (215)214: 6 '' CleanoutSTA 10+19.14TOP 725.64INV IN 721.98 (215)INV OUT 721.98 (213)21338.88' OF6" HDPE@ 4.50%212: 6 '' CleanoutSTA 10+58.02TOP 725.10INV IN 720.23 (213)INV OUT 720.13 (211)21195.07' OF6" HDPE@ 4.50%202: MH-2STA 10+33.12TOP 717.03INV IN 712.85 (221)INV IN 713.94 (203)INV OUT 711.47 (201)224: 6 '' CleanoutSTA 10+19.27TOP 724.46INV IN 718.60 (225)INV OUT 718.44 (223)22335.15' OF8" HDPE@ 4.50%21511.84' OF6" HDPE@ 3.00%EXISTINGGRADEPROPOSEDGRADEEXISTINGGRADEPROPOSEDGRADEEXISTINGGRADEPROPOSEDGRADEEXISTINGGRADEPROPOSEDGRADEVDOT STD.CLASS A1RIPRAP. SEEPLAN SHEET C5.0LEVELSPREADER22150.67' OF12" HDPE@ 4.50%222: MH-2STA 10+21.67TOP 720.40INV IN 715.85 (211)INV IN 715.24 (223.)INV OUT 715.13 (221)22519.27' OF6" HDPE@ 4.50%226: 6 '' CleanoutSTA 10+00.00TOP 725.02INV IN 722.71 (227)INV OUT 719.46 (225)204: DI-3B 6 ft ThroatSTA 10+00.00TOP 720.02INV OUT 715.27 (203)2018.00' OF12" HDPE@ 5.00%MOSELEYARCHITECTS.COMPROJECT NO:DATE:50 WEST MARKET STREET HARRISONBURG, VIRGINIA 22801 PHONE (540) 434-1346 FAX (540) 434-7982ABCDE12453678910FGHI J593801NOVEMBER 25, 2019REVISIONSDATEDESCRIPTIONS:\103\44214-Red_Hill_ES_Reno_&_Gym\DWG\Sheet\CD\44214-C7-PROF.dwg | Plotted on 6/25/2020 4:19 PM | by Andrew Allison 2-6-20COUNTY COMMENTSRED HILL ES - PHASE 2 GYM ADD & RENO ALBEMARLE COUNTY SCHOOL BOARD 3901 RED HILL SCHOOL ROAD, NORTH GARDEN VA, 22959 STATE PROJECT # 002-54-00-102 IFB # 2020-03123-574-8-20COUNTY COMMENTS6-24-20COUNTY COMMENTSC7.0STORMWATER PROFILES KEYPLANMOSELEYARCHITECTS.COM50 WEST MARKET STREET HARRISONBURG, VIRGINIA 22801PHONE (540) 434-1346 FAX (540) 434-79822/5/2020 10:45:34 AMREVISIONSDATE DESCRIPTION03/09/20 BID/PERMIT SETOld Dominion Engineering(540) 942-5600 olddomeng@ntelos.net366 S. Linden Avenue Waynesboro, Virginia 22980Sewage Disposal SpecificationsSewage Disposal Site PlanSewage Disposal System DetailsPageC8.1C8.2C8.3Minor ModificationSewage Disposal System DesignRed Hill Elementary School Modification Design3889 Red Hill School Rd.North Garden, VA 2295911.17 acres acresTM 87-60A,61,64A and TM 87B-10AAlbemarle CountyOwner:School Board of Albemarle County, Virginia401 McIntire Rd.Room 345Charlottesville, VA 22902SYSTEM DESCRIPTION:Existing Primary SettlingNew Flow Equalization/Dispersal PumpingModified Existing Gravity Drainfield - 5,880 SQFTDesign Soil Rate: 55-60 min/in @ 20"-72"Design LTAR .35 GPD/SQFT @ 20"-72" STEEffluent Limits (VDH Permit) - 2,058 gpd Average, STEODE #1320023Red Hill Elementary School Minor Modification - Onsite Wastewater Treatment and Dispersal System Specifications This plan is being submitted under provision 32.1-163.6 of the code of Virginia and does not pose a greater risk of malfunction as defined in the SHDR 350 than current regulatory designs. General 1. Contractor shall be properly licensed by VA DPOR for installing onsite wastewater treatment and dispersal systems in Virginia. Proof must be provided to Engineer prior to working on any component of the system. 2. Modifications or substitutions to the specified equipment or layout must be approved by the Engineer prior to purchasing equipment, supplies, or installing treatment processes. No substitutions of materials are allowed without the approval of the Engineer. 3. Five copies of submittals shall be submitted to the Engineer for approval. Submittals must be approved before work begins or materials are delivered to the site. No substitutions of materials are allowed without the approval of the Engineer. 4. Installation of components shall be in accordance to manufacturer recommended installation procedures unless changed in writing by the home office of the manufacturer. Where the foregoing standards, recommendations, and specifications are conflicting, said conflicts shall be brought to the attention of the Engineer. 5. The contractor shall inspect the site prior to submitting an estimate to the owner. Any potential conflicts should be reported to the engineer. By submitting an estimate the contractor indicates that he has investigated the site and has found no discrepancies with the plans and specifications. 6. An onsite preconstruction conference is mandatory before starting installation of the system. Contact engineer to set up an appointment to discuss important aspects of installation. The engineer will not certify the system at the final inspection unless a preconstruction conference is done prior to installation. 7. The contractor shall provide submittals to the engineer for approval for all materials and equipment used in the installation prior to purchase or installation. 8. Inspections by the Engineer is required before backfilling any components of the system. Coordinate inspection requirements at the preconstruction conference. The installation must pass inspection by the engineer before an operation permit is obtained. The OWNER is responsible for all inspection fees. The contractor shall fill all tanks with water prior to Engineers start up inspection. Start up of the system shall be performed and all vegetation planted before the final inspection paper work is released to VDH. The contractor shall submit a copy of the VDH completion statement to the Engineer. 9. Prior to start-up and field-testing, all foreign matter shall be removed from septic tank(s), pump station(s) and all unit(s). 10. If site conditions vary contact the Engineer. If adverse subsurface conditions are encountered (rock, groundwater, utilities, etc.) contact the engineer. Notify “MISS Utility” prior to excavation. Contact Albemarle County Public Schools for private utility marking. 11. The contractor is responsible for maintaining all set back distances as required by local ordinances and VDH. Installations shall be in accordance with VDH Sewage Handling and Disposal Regulations and in accordance with VA Erosion and Sediment control guidelines. Operation and Maintenance 1. The contractor shall provide to the Engineer the installation instructions of all approved substituted components. 2. The contractor shall provide to the Engineer all warranties and manufacturer information and operation and maintenance manuals for all components before an operation permit can be issued. 3. The owner is recommended to hire a licensed operator for this onsite wastewater treatment and dispersal system. The owner is NOT required to record a document provided by VDH which specifies the requirement for operation and maintenance before an operation permit can be issued. 4. The onsite wastewater treatment system requires a start up period in which more frequent monitoring and sampling may be required. Piping - Gravity Sewer/Effluent Main/Force Main/Air 1. Schedule 40 PVC pipe shall be type 1, grade 1, plain end conforming to ASTM D 1784 and ASTM 1785 with solvent weld joints and fittings. Fittings – Tees, wyes, or other miscellaneous fittings shall be of the same material and type as the gravity sewer or pressure sewer. 2. Schedule 80 PVC pipe shall conform to ASTM 1785 with solvent weld joints. Fittings – Tees, wyes, or other miscellaneous fittings shall be of the same material and type as the gravity sewer or pressure sewer. 3. Separation of water mains and sewer mains/manhole shall be 10’ horizontally measured edge to edge. Sewer lines shall be 50’ from wells. Water lines shall cross 18” above the crown of sewer lines. Where horizontal or vertical separation cannot be obtained the sewer shall be constructed of AWWA approved water pipe and pressure tested to 30 PSI in place without leakage prior to backfilling. Water lines passing under sewer lines must have 18” horizontal separation. 4. Gravity sewers prior to primary settling shall be SCH 40 PVC and have a minimum slope of 1 ¼” per 10’. Cleanouts within 10’ of building and every 50' (if applicable). 5. Effluent mains after primary settling shall be SCH 40 and have a slope of 6" per 100' minimum. 6. Force main shall be SCH 40 PVC Pipe (HDPE SDR11 with substitution request). Nineties shall have a concrete force block. 7. Installation of piping and fittings shall be installed in accordance to manufacturer recommended installation procedures unless changed in writing by the home office of the manufacturer are provided to the Engineer. Precast Concrete Manholes 1. 4’ Diameter Pre-Cast Reinforced Concrete Manholes ASTM C 478 - flat top lid. The manhole and all seams must be water proof. 2. Manhole bedding shall be 8” #68 stone. Tank shall be backfilled in layers with sufficient compaction (> 95% compaction) to avoid settling. Backfill material shall be free of debris and large stones. 3. Riser, Frame, and Lid a. Parking or driveway - H20 load rated cast iron riser and lid with concrete riser extension. The riser shall be flush with the final grade and covered at the surface with a lockable, watertight lid. The risers shall be 24” or 30" in diameter. b. Non traffic rate - Ribbed PVC riser (24", 30", 36") with FRP lid. The riser shall be 4" above final grade and covered at the surface with a FRP, lockable (stainless steel screws), watertight lid. A water proof tank adapter and adhesive sealant shall be used to connect to the tank. All risers and Lids shall be from the same manufacturer for the entire project - no exceptions. 4. Integrally Cast Concrete Manhole Connectors (flexible boot) ASTM C 923. 5. Non-shrink Grout - ASTM C1107/C1107M. 6. Butyl Resin Sealers - ASTM C990-91 7. Manhole Joint Gasket - ASTM C443 8. Penetrations below typical water level shall be bedded in 6" pack of bentonite. Flow Equalization Wet Well and Storage Tanks 1. Wet Well - 4' Diameter Manhole a. Risers b. Size - 30" Diameter 2. Storage Tanks a. Number of Storage Tanks - 2 b. Size - 4,000 Gallons each c. Seam - Top Seam d. Risers i. Size - 24" Diameter ii. Location - Inlet and Outlet 3. The tanks shall be hydraulically connected with one 6" SCH 40 PVC pipes 6" off tank bottom centered on the short side of the tank. Seal penetrations with cast in place waterproof rubber boot. and 6" bentonite seal. 4. Tank Knockouts a. Wet Well - 2" through PVC riser, 6" inlet/outlet through tank b. Tank 2 - 4" inlet, 6" inlet/outlet c. Tank 3 - 6" inlet/outlet Flow Equalization Tank Time Dose Pumps and Control Panel 1. Pumps – Effluent submersible pumps (2 each). Pump shall deliver 50 gpm @ 29.5 ft. a. Zoeller N140 (115 v, 1 ph, 12 amps) Effluent Submersible Pump b. Liberty FL51 (115v,1 ph, 12 amps) Effluent Submersible Pump c. Little Giant WSHM (115V, 1 ph, 15 amps) Effluent Submersible Pump d. Approved Equal 2. All electrical connections shall be hardwired in a waterproof junction box. 3. The pumps will be controlled with a duplex alternating pump controller. Pump control shall have PLC capable of controlling the pumps by either demand dose or timing and sequencing of pump cycles. The PLC shall log operating hours and pump faults, pump 1 and 2 cycle counter and run time, float counter for all floats. Panel shall be housed in a lockable NEMA 4x panel box. Internal motor contactor and circuit breaker required. Alarm to be audiovisual. Motor control shall have a manual over ride switch. All high level alarms shall have a time delay function. The high level alarm shall operate both lead and lag pumps. Floats to be supplied by panel manufacturer. 4. Control panel shall be mounted on building. 5. Control panel should be set to alternate doses between pumps a. Pump 1 Lead Select - Off b. Pump 2 Lead Select - Off 6. High Level Alarm and Lag Pump shall be operated by the different floats. Minimum Run Time is 45 seconds 7. Pump Failure Alternation – (PFailAlt) – set to on. When a pump failure occurs the panel will automatically switch to the other pump. 8. Timer Settings a. High Level Alarm Delay = 10 minutes b. Timer 1 On/Off - 2,058 gpd - 12 doses per day - 171.5 gal per dose - 50gpm c. 3:26 min on, 1:57 hours off d. Timer 2 On/Off - 2,058 gpd - 12 doses per day - 171.5 gal per dose - 50gpm e. 3:26 min on, 1:57 hours off 9. Floats (from bottom of wet well) a. Redundant Off/Low Level Alarm - 8" b. Timer On and Off - 12.5" c. Override Timer – 43” d. Lead/Lag On - 53" e. Alarm – 63” 10. Floats to be installed on a 1” PVC float tree secured to the riser. a. Floats shall be attached to the float pole with an easily adjustable float collar. The float collar shall be plastic and adjustable with a locking float wire clamp mechanism. The contractor shall not use tape, cable ties, or any other substandard attachment mechanism. b. Neatly coil up extra float wiring – DO NOT CUT. Float wires shall be permanently labeled in the tank, junction box, and control panel. Distribution Boxes 1. Precast Concrete with 14 ports 2. Max 24" of cover. 3. The last 5' of the force main shall be 4” SCH 40 PVC and terminate in the distribution box with an upright SCH 40 TEE or a SCH 40 90 elbow with an ¼” air relief hole drilled in the top. 4. Adjustable weirs for all outlet pipes. 5. Replace distribution box 2 with a new 12 port concrete box. Adjustable weirs on all outlet pipes. Existing Drainfield 1. Septic contractor is responsible for disconnecting drainfield 2 from the dispersal system. a. Excavate distribution box 2 and 3. b. Remove piping from distribution box 2 to distribution box 3 c. Replace distribution box 3 with a new 12 port concrete distribution box. d. Connect distribution box 2 to existing piping to distribution box 4 and 5 (4" SCH 40 PVC). e. Excavate drainfield 2 header pipes and mark drainfield 2 trenches starting point (4 trenches. f. Drainfield 2 removal is not part of the septic contract. End of Specifications Concrete Tanks - Treatment and Dispersal System 1. Concrete tanks shall be suitable for deep burial <6 feet of backfill over the top of the tank lid. Structural certification of tank design shall be provided to the engineer. 2. Flow Equalization a. 4,000 gallon top seam pump tanks b. 4' diameter wet well 3. All seams shall be waterproof. 4. Pipe Penetrations - Closed in Boot Seals ASTM C-923, C-1227, and C1644-06. 5. Butyl Resin Sealers - ASTM C-990. 6. Non-shrink Grout - ASTM C1107/C1107M. 7. Tank bedding shall be 8” #68 stone. Tank shall be backfilled in layers with sufficient compaction (> 95% compaction) to avoid settling. Backfill material shall be free of debris and large stones. 8. Riser, Frame, and Lid a. Parking or driveway - H20 load rated cast iron riser and lid with concrete riser extension. The riser shall be flush with the final grade and covered at the surface with a lockable, watertight lid. The risers shall be 24” or 30" in diameter. b. Non traffic rate - Ribbed PVC riser (24", 30", 36") with FRP lid. The riser shall be 4" above final grade and covered at the surface with a FRP, lockable (stainless steel screws), watertight lid. . A water proof tank adapter and adhesive sealant shall be used to connect to the tank. All risers and Lids shall be from the same manufacturer for the entire project - no exceptions. 9. Tank penetrations below typical water level shall be bedded in 6” of bentonite. KEYPLANMOSELEYARCHITECTS.COM50 WEST MARKET STREET HARRISONBURG, VIRGINIA 22801PHONE (540) 434-1346 FAX (540) 434-79822/5/2020 10:45:34 AMREVISIONSDATE DESCRIPTION03/09/20 BID/PERMIT SETOld Dominion Engineering(540) 942-5600 olddomeng@ntelos.net366 S. Linden Avenue Waynesboro, Virginia 22980ODE #1320023SEPTIC TANK #2INVERT OUT - 718.02SCHOOLADDITIONEXISTING SCHOOLEXISTING SEPTIC TANKS 1-2FLOW EQUALIZATION PUMP TANKSINVERT IN - 715.9INVERT OUT - 717.0DETAILS C8.3-2,3,7,8,9,10NEW 14 PORT MASTER D BOX 1INLET FROM NEW FLOW EQUALIZATION TANKOUTLET 1,2 TO DBOX #2OUTLET 3,4,5 TO DBOX #6MAX 2' DEEPDETAIL C8.3-6DB5SCOPE OF WORK:S1. INSTALL NEW FLOW EQUALIZATION PUMP TANK WITH WET WELL.S2. INSTALL NEW MASTER DISTRIBUTION BOX SPLITTER (DBOX1).S3. INSTALL 2" FORCE MAIN FROM FLOW EQUALIZATION PUMP TANK TO NEW DBOX1.S4. DISCONNECT SEPTIC TANK #2 FROM DBOX2. CONNECT SEPTIC TANK #2 TO FLOW EQUALIZATION TANK.S5. DISCONNECT SEPTIC TANK #4 FROM DBOX6. CONNECT SEPTIC TANK #4 TO FLOW EQUALIZATION TANK.S6. DISCONNECT DRAINFIELD 2 BY REMOVING DBOX3. MARK STARTING LOCATION DRAINFIELD 2 TRENCHESS7. REPLACE DBOX2 AND RECONNECT PIPING TO DRAINFIELD 1 AND 3CONNECT DBOX1 TO DBOX2 ANDS8. CONNECT DBOX1 TO DBOX2.S9. CONNECT DBOX1 TO DBOX6.S10. REPLACE EXISTING CLEANOUT WITH TRAFFIC RATED CLEANOUT.S11. REMOVE PIPING FROM MOBILE CLASSROOMS TO MAIN SEWER LATERAL. CAP AT MAIN LATERAL.SEWAGE DISPOSAL SYSTEM NOTES:1. THIS SEWAGE DISPOSAL SITE PLAN CONTAINS DETAILS REGARDING THE SEWAGE TREATMENT AND DISPOSAL SYSTEMADDITIONS AND MODIFICATIONS. THE WORK IS REGULATED UNDER THE VIRGINIA DEPARTMENT OF HEALTH. FOR SITE PLANSPECIFICS (INCLUDING FINAL GRADING PLAN) REFER TO THE TIMMONS GROUP SITE PLAN.2. INSTALLING CONTRACTOR MUST HAVE VADPOR ONSITE SEWAGE SYSTEM INSTALLER LICENSE.3. NO CHANGES TO LAYOUT WITHOUT ENGINEER APPROVAL.4. MANDATORY ONSITE PRECONSTRUCTION CONFERENCE WITH ENGINEER BEFORE STARTING ANY SEWAGE DISPOSAL SYSTEM CONSTRUCTION.5. ENGINEER INSPECTION REQUIRED BEFORE BACKFILL.6. EXISTING DRAINFIELD AREAS SHOWN ARE APPROXIMATE.S1SCOPE OF WORK ITEMS1S2S3S4S5S9S10PPOHPOHPUGPPPPPEXISTING SEPTIC TANKS 2-4EXISTING 4" SCH 40 CLEANOUTEXISTING 4" SCH 40 PVCINSTALL NEW 4"TRAFFIC RATED CLEANOUTDETAIL C8.3-1SEPTIC TANK #4INVERT OUT - 716.80MULCH PLAY YARDNEW 4" SCH 40 PVCNEW 4" SCH 40 PVCABANDONEDWELLDRAINFIELD 2APPROXIMATE 6' DEEPREPLACE DISTRIBUTION BOX 2NEW 4" SCH 40 PVCNEW 2" SCH 40 PVCWDRAINFIELD AREA 4,5,6DB6DB7DB8DB3DB4DB1DB2DB9DB10DB11S8NEW 4" SCH 40 PVCDB# - DISTRIBUTION BOX #S7REMOVE DISTRIBUTION BOX 3DISCONNECT DRAINFIELD 2MARK TRENCH START (4 TRENCHES)S6DRAINFIELD AREA 1,3APPROX 6' DEEPREMOVE PIPING FROM MOBILE CLASSROOM TO MAIN SEWER LATERALS11SEE PLUMBING PLAN FOR REROUTED SEWER LATERALRED HILL SCHOOL ROADSCALE: 1" = 25'S1CONTROLPANELLOCATION KEYPLANMOSELEYARCHITECTS.COM50 WEST MARKET STREET HARRISONBURG, VIRGINIA 22801PHONE (540) 434-1346 FAX (540) 434-79822/5/2020 10:45:34 AMREVISIONSDATE DESCRIPTION03/09/20 BID/PERMIT SETOld Dominion Engineering(540) 942-5600 olddomeng@ntelos.net366 S. Linden Avenue Waynesboro, Virginia 22980ODE #1320023FLOAT TREE2" SCH 40 TEE2" SCH 40 BALL VALVE2" SCH 40 PVCFLOW EQUALIZATION WET WELL8TOP VIEWNot To Scale2" SCH 80 UNIONDUPLEX EFFLUENT PUMPS30" PVC RISER AND FRP LID6" BENTONITE PACK6" SCH 40 PVC TEE6" SCH 40 PVCPRECAST WATERTIGHT FLEXIBLEBOOT WITH STAINLESS STEEL BANDFOR PIPE PENTRATION4' DIAMETER WET WELLD BOX #13/4" MASTIC SEALANT (ASTM C-990)TANKWALLTANK LIDTOP SEAM TANK JOINT DETAIL3SECTION VIEW24", 30", 36" DIAMETER PVC RISER WITH FRP LID2Not To ScaleSECTION VIEWHEIGHT AS REQUIREDCONTROL PANEL LAYOUT5Not To ScaleELEVATION VIEWNOTES:1. SEAL CONDUIT WITH WAX OR CONDUIT SEAL2. USE WATERPROOF WIRE NUTS3. LABEL CONTROL PANEL4. USE STANDARDIZED WIRE COLORS5. INSTALL ON BUILDING IN DESIGNATED LOCATION (SEE SEWAGE DISPOSAL SITE PLAN)6. PANEL TO BE LOCKABLEELECTRICAL CONDUITSTRAP TO BUILDING 4' OC54 inCONTROL PANEL NUMBERINGCP1 - FE TIME DOSINGCP1NOTES:1. BEDDING AND INITIAL BACKFILL - SELECT CLEAN FILL2. FINAL BACKFILL - SELECT CLEAN FILLPIPE TRENCH DETAIL4SECTION VIEWNot To ScaleSELF TAPPING SCREWSSEALING GASKETFRP COVER24" ID30" ID36" IDADHESIVEACCESS OPENINGPVC RISERPVC RISER TOACCESS OPENINGDETAILDBOX SCHEMATIC6SCHEMATIC VIEWNot To ScaleD BOX #1DRAINFIELDS 4-63480 SQFTFLOW EQUALIZATION WET WELLDRAINFIELDS 1-32400 SQFT2 OUTLETS3 OUTLETSNOTES:1. USE #14 CONCRETE D BOX4" SCH 40 PVC CLEANOUT CAP4" X 4" SCH 40 PVC WYENON TRAFFIC AREATRAFFIC AREATRAFFIC SURFACEGRASS3000 PSI CONCRETETRAFFIC RATED CLEAN OUT COVER4" SCH 40 PVC PIPE4" SCH 40 PVC PIPE4" SCH 40 PVC PIPEPVC SEWER PIPING CLEANOUT1Not To ScaleSECTION VIEWINCLUDING WALKWAYS/SIDEWALKSHEIGHT AS REQUIREDHEIGHT AS REQUIREDFLOW EQUALIZATION PUMP TANK7Not To ScaleTOP VIEW2 X 4,000 GALLON TOP SEAM CONCRETE TANKS4' DIAMETER WET WELLD BOX #16" SCH 40 PVC24" (MIN) RISER2 PER TANKTWO 4,000 GALLON CONCRETE TANKSHYDRAULICALLY CONNECTEDNOTES:1. FLOAT SETTINGS BASED UPON 68.5 GAL/IN OF TANK. PROVIDE ACTUAL GALLONS PER INCH TO ENGINEER.2. CONTROL PANEL 1 LOCATED ON BUILDING IN DESIGNATED LOCATION (SEE SEWAGE DISPOSAL SITE PLAN).3. EASY ACCESS TO VALVES AND UNIONS4. DEEP BURIAL TANK REQUIRED (< 6 FOOT OF BACKFILL OVER TOP OF LID)6" SCH 40 PVC TEE4' DIAMETER WET WELLDETAIL C8.3-8DETAILC8.3-9DETAILC8.3-106" BENTONITE PACKEXISTINGSEPTIC TANK 2AND SEPTIC TANK 46" SCH 40 PVC24" MINIMUM OPENING6" BENTONITE PACKCONSEAL CS-102(ASTM C-990)STORAGE PUMP TANK9Not To Scale4,000 GALLON TOP SEAM CONCRETE TANK6"NOTES:1. FLOAT SETTINGS BASED UPON 68.5 GAL/IN PER TANK. PROVIDE ACTUAL GALLONS PER INCH TO ENGINEER.2. CONTROL PANEL 1 LOCATED IN MECHANICAL ROOM3. STRAP ALL PIPING TO TANK WITH PLASTIC STRAPS AND STAINLESS STEEL ANCHORS4. LEAVE EXTRA FLOAT AND PUMP WIRING COILED IN RISER5. EASY ACCESS TO VALVES AND UNIONS6. DEEP BURIAL TANK REQUIRED (< 6 FOOT OF BACKFILL OVER TOP OF LID)SECTION VIEWHIGH PRESSURE SEALS(ASTM 1227) (ASTM 923)72"BRING TO 4" ABOVE GRADEWITH PVC RISERSAND FRP LIDSCREW DOWN RISERS WITHSTAINLESS STEEL SCREWSADAPTER CONCRETE TO PVC RISER8" COMPACTED STONEASTM D448 #68HIGH PRESSURE SEALS(ASTM 1227) (ASTM 923)EXISTING SEPTIC TANK 2AND SEPTIC TANK 460"2"SCH 40 PVCNO SLOPE ON 6" PIPE ACROSS BASINSCHECK VALVE24" MINIMUM OPENING2" SCH 80 UNION, 2" SCH 40 BALL VALVEDETAIL C8.3-83/16 VENT HOLEPVC FLOAT TREEHIGH PRESSURE SEALSPRECAST WATERTIGHT FLEXIBLEBOOT WITH STAINLESS STEEL BANDFOR PIPE PENTRATION(ASTM 1227) (ASTM 923)DUPLEX EFFLUENT PUMPSDUPLEX TIME DOSE CONTROL PANEL4' DIAMETER WET WELL MANHOLELAG PUMP ON - 53"24"6"FLOW EQUALIZATION WET WELL10Not To ScaleSECTION VIEW4,000 GALLON TANK AND 4' DIAMETER WET WELLNOTES:1. FLOAT SETTINGS BASED UPON 68.5 GAL/IN PER TANK. PROVIDE ACTUAL GALLONS PER INCH TO ENGINEER.2. CONTROL PANEL 1 LOCATED IN MECHANICAL ROOM3. STRAP ALL PIPING TO TANK WITH PLASTIC STRAPS AND STAINLESS STEEL ANCHORS4. LEAVE EXTRA FLOAT AND PUMP WIRING COILED IN RISER5. DEEP BURIAL TANK REQUIRED (< 6 FOOT OF BACKFILL OVER TOP OF LID)6. FLOAT HEIGHTS FROM BOTTOM OF WET WELL.6" SCH 40 PVC6" BENTONITE PACKTIMER 1 ON 12.5"HIGH LEVEL ALARM FLOAT 63"REDUNDANT OFF/ LOW LEVEL ALARM 8"OVER RIDE TIMER ON - 43"D BOX #1CONTROLPANEL 1WATERPROOFJUNCTION BOXWITH CORD GRIPSSEAL CONDUIT WITH NONHARDENING SEALER72"30" MINIMUM OPENINGBRING TO 4" ABOVE GRADEWITH PVC RISERSAND FRP LIDSCREW DOWN RISERS WITHSTAINLESS STEEL SCREWSGROMMETS FOR ALL RISER PENETRATIONSUSE ADHESIVE BETWEENRISER AND ADAPTER8" COMPACTED STONEASTM D448 #688" COMPACTED STONEASTM D448 #68Pump2"SCH 40 PVCADAPTER CONCRETE TO PVC RISER PID: 08700-00-00-06000PATRICIA P. SIMPSON TRUSTEEZONE: RA DB. 4432, PG. 363 COMPILED PROPERTY LINE720720721723724725726727728728 727 725724 728 727 729 72872772673 0 728 727726725720 71 7 727 727 7 2 6 725 725 726 720 715 725715710700695715724 722 725729722 721 723 720 710705705 710715PID: 087B0-00-00-010A0COUNTY OF ALBEMARLE721722723724724710 715706707708709711712713714 716 7 1 7 71 8 7217227 2 3 715 720 711 712 713 714 71 6 717 718 71 9706707708709 716717718719711712713708709728728724725726 727 728 7217 2 2 718 71 9691692693694696697698699705701702703704706707708709711712713714716 717 718 XXXXXXXXXXXX OHPOHPOHPOHPOHPOHPOHP X X XOHPOHP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPXXXX X X X X X X X X X X X X X X X X XXXX X X XXUGPUGPUGPUGPUGP UGP XXXXXXXXXXX XXXXXWWWW W W W W W W W W W WOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP COMPILED PROPERTY LINE725PRESERVEDCRITICAL SLOPES(TYPICAL)7 0 4 7 0 3 7 0 2 7 0 1 700 7 0 5 7 0 6 699698697696695694693 7 0 7 7 0 8 7 0 9 7 1 0 7 1 1 7 1 2 7167 1 5 7 1 4 7 1 3 30' PRESCRIPTIVE VDOTR.O.W. EASEMENT15' PRESCRIPTIVE VDOTR.O.W. EASEMENT75' SETBACK75' SETBACK71 6 71 5 71 4 71 3 7 1 2 71 1710720 WWWWWWWWWWWW APPROX. LOCATION OF 4"D.I. WATERLINEAPPROX. LOCATION OF 4"D.I. WATERLINEX XUGTUGTUGTUGTUGPUGPUGPUGP725725725 7 2 3 723 722 726720720 719 718 7197187167 1 4 7 1 6 7 1 8 723722727723722 7 2 4 725 727 72472 2 7 2 2 7 2 1 724 721 720 7227 1 2 7 1 1 724721719 725DDDEXISTING TREETO REMAIN-TYP.MULCH PATHWAYSEXISTING TREETO REMAIN-TYP.CONCRETE PAVINGNOTE:SEED ALL DISTURBEDAREASEXISTING WOODSTO REMAINFLUSH BRICKACCENT PAVING(1) PLA OCCSEEDSEEDSEED(13) JUN EASD N D N D N TREESBOTANICAL NAMEPLA OCCPLATANUS OCCIDENTALISEVERGREEN TREEBOTANICAL NAMEJUN EASJUNIPERUS VIRGINIANAPLANT KEY0SCALE 1"=20'40'20'L1.0LANDSCAPE PLANMOSELEYARCHITECTS.COMPROJECT NO:DATE:50 WEST MARKET STREET HARRISONBURG, VIRGINIA 22801 PHONE (540) 434-1346 FAX (540) 434-7982ABCDE12453678910FGHI J11/1/2019 12:05:25 PM 593801MARCH 09, 2020REVISIONSDATEDESCRIPTION03/09/20BID/PERMIT SET,,ERED HILL ES - PHASE 2 GYM ADD & RENO ALBEMARLE COUNTY SCHOOL BOARD 3901 RED HILL SCHOOL ROAD, NORTH GARDEN VA, 22959 STATE PROJECT # 002-54-00-102 IFB # 2020-03123-5704/13/20CONFORMING SETNAD 83 TREESQTYBOTANICAL NAMECOMMON NAMEMIN. INSTALLED SIZEROOTPLA OCC1PLATANUS OCCIDENTALISAMERICAN SYCAMORE2.5" CAL.B&BEVERGREEN TREEQTYBOTANICAL NAMECOMMON NAMEMIN. INSTALLED SIZEROOTJUN EAS13JUNIPERUS VIRGINIANAEASTERN RED CEDAR6`-8` HT.B&BPLANT SCHEDULEINTERIOR PARKING LOT LANDSCAPE AREA REQUIREMENTS* per Sec. 32.7.9.6 of the Albemarle County CodeREQUIREMENTPARKING LOT AREACALCULATIONSREQUIREDPROVIDED5% GROSS PARKING AREA4,522 SF4,522 x .05 = 226 SF226 SF505 SFINTERIOR PARKING LOT LANDSCAPING REQUIREMENTS* per Sec. 32.7.9.6 of the Albemarle County CodeREQUIREMENTPARKING LOT SPACESCALCULATIONSREQUIREDPROVIDED1 LG. OR 1 MED. SHADETREE PER 10 PARKINGSPACES9 PARKING SPACES9/10 = .91 LG. OR MED. SHADE TREE1 LARGE SHADE TREESL2.0LANDSCAPE NOTES ANDDETAILSMOSELEYARCHITECTS.COMPROJECT NO:DATE:50 WEST MARKET STREET HARRISONBURG, VIRGINIA 22801 PHONE (540) 434-1346 FAX (540) 434-7982ABCDE12453678910FGHI J11/1/2019 12:05:25 PM 593801MARCH 09, 2020REVISIONSDATEDESCRIPTION03/09/20BID/PERMIT SET,ERED HILL ES - PHASE 2 GYM ADD & RENO ALBEMARLE COUNTY SCHOOL BOARD 3901 RED HILL SCHOOL ROAD, NORTH GARDEN VA, 22959 STATE PROJECT # 002-54-00-102 IFB # 2020-03123-5704/13/20CONFORMING SET1DECIDUOUS TREE - STAKING SPECIFIEDNOT TO SCALEGENERAL NOTESPRE-CONSTRUCTION·CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BELOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS.NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS.·VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TOBIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALLBE VERIFIED PRIOR TO BIDDING.·PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, ANDVARIETY INDICATED ON PLANS. ALL PLANT MATERIALS ANDINSTALLATION SHALL COMPLY WITH RECOMMENDATIONS ANDREQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERYSTOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMITPROOF OF NON AVAILABILITY TO THE ARCHITECTS, TOGETHER WITHPROPOSAL FOR USE OF EQUIVALENT MATERIAL.·PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILSAND CONTRACT SPECIFICATIONSCONSTRUCTION/INSTALLATION·LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTSAND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLYCONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOTCONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK"·LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY ANDCALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARINGTHE DESIGNATION OF BOTANICAL AND COMMON NAME.·INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKINGAREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOTINTERFERE WITH SIGHT DISTANCES.·CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIALDURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCEBY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONSWHICH AFFECTS THE GUARANTEE.INSPECTIONS/GUARANTEE·UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPECONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILLVERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEADPLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING AFINAL INSPECTION BY THE LANDSCAPE ARCHITECT.·ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONEFULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTSINCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTSRESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BYOTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYONDTHE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THECONTRACTOR·PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FORCOMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENTOF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THECERTIFICATE OF OCCUPANCY.·REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION.2EVERGREEN TREE PLANTING - NO PIPENOT TO SCALE3 X ROOTBALLDIAMETERPLAN VIEWNOTE: ONLY STAKE TREES WITHLARGE CROWNS, 2" CALIPER ORGREATER, IF LOCATED ON WINDYSITES, OR WHERE TAMPERINGMAY OCCUR.PRUNE CODOMINATE LEADERSREMOVE BROKEN, BADLYDEFORMED, RUBBING, NARROWCROTCH ANGLES, WATERSPROUTS, OR CROSS-BRANCHES.REMOVE TAGS, LABELS, ANDPLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEENOTE) DO NOT WRAP TRUNKPRUNE SUCKERSIF FIELD GROWN, CUT AWAY ALLBALLING ROPES. REMOVEBURLAP OR WIRE BASKET FROMTOP 13 OF BALL. IF CONTAINERGROWN, REMOVE CONTAINERAND CUT CIRCLING ROOTS1:1 SLOPE OF SIDES OFPLANTING HOLESCARIFY SIDES BEFORE PLANTINGPLACE ROOTBALL ONUNEXCAVATED OR TAMPED SOILTAMP SOIL AROUND ROOTBALLBASE FIRMLY WITH FOOTPRESSURE SO THAT ROOTBALLDOES NOT SHIFT1" COMPOST LAYER6" SAUCERBACKFILL PLANTING PIT WITH NATIVESOIL. INCORPORATE SLOW-RELEASEGRANULAR FERTILIZERSET ROOTBALL FLUSH TO GRADE OR 1-2"HIGHER IN SLOWLY DRAINING SOILS. DONOT COVER THE TOP OF THE ROOTBALLWITH SOIL. ROOTFLARE SHALL BE VISIBLEABOVE FINISHED GRADE2-3" MULCH LAYER TO EDGE OF DRIPLINE.KEEP 4-6" AWAY FROM TRUNKFLARE8' 2"x2" HARDWOOD STAKE,2'-6" MIN BELOW SURFACE.STAKE SHALL BE DRIVEN A MIN18" OUT FROM TRUNK ANDOUTSIDE OF ROOTBALLGALVANIZED WIRE GUY12 GAUGE. ALLOW FOR ASLIGHT AMOUNT OF MOVEMENT3-2"x2" HARDWOOD STAKES12 GAUGE GALVANIZED WIREROOT BALLNOTE: STAKE EVERGREENS 6' ORTALLER, ON SLOPES, WITH LARGECROWNS, OR IF LOCATED ONWINDY SITES.REMOVE TAGS, LABELS, ANDPLASTIC SLEEVING. DO NOTSTAKE UNLESS NECESSARY (SEENOTE). DO NOT WRAP TRUNKSET ROOTBALL FLUSH TO GRADEOR 1-2" HIGHER IN SLOWLYDRAINING SOILS. DO NOT COVERTHE TOP OF THE ROOTBALL WITHSOIL. ROOTFLARE SHALL BEVISIBLE ABOVE FINISHED GRADE.PRUNE SUCKERS1:1 SLOPE ON SIDES OF PLANTINGHOLESCARIFY SIDES BEFORE PLANTINGPLACE ROOTBALL ONUNEXCAVATED OR TAMPED SOILPRUNE CODOMINATE LEADERSRUBBER HOSEGALVANIZED WIRE GUY12 GAUGE. ALLOW FOR ASLIGHT AMOUNT OF MOVEMENT2"X2" HARDWOOD STAKE2'-6" MIN BELOW SURFACE.STAKE SHALL BE DRIVEN A MIN 18" OUTFROM TRUNK AND OUTSIDE OF ROOTBALLIF FIELD GROWN CUT AWAY ALLBALLING ROPES. REMOVE BURLAP ORWIRE BASKET FROM TOP 13 OF BALL. IFCONTAINER GROWN, REMOVECONTAINER AND CUT CIRCLING ROOTS1" COMPOST LAYERBACKFILL PLANTING PIT WITH NATIVESOIL. INCORPORATE SLOW-RELEASEGRANULAR FERTILIZER2-3" MULCH LAYER, MULCH TO EDGEOF DRIPLINE. KEEP 4-6" AWAY FROMTRUNK FLARE6" SAUCER3 X ROOTBALLDIAMETERTAMP SOIL AROUND ROOTBALLBASE FIRMLY WITH FOOTPRESSURE SO THAT ROOTBALLDOES NOT SHIFT