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HomeMy WebLinkAboutSDP202000058 Plan - Revision 2020-11-25CROZET ELEMENTARY RENOVATION AND SITE DATA: TAX MAP PARCEL: 05600-00-00-064EO COUNTY OF ALBEMARLE SCHOOL BOARD DB. 1044, PG. 498 DB. 1098, PG. 703 PARCEL AREA: 21.16 AC LIMITS OF DISTURBANCE: 6.51 AC IMPERVIOUS AREA: 2.79 AC ZONING: RURALAREAS(RA) STEEP SLOPES (MANAGED) OVERLAY MAGISTERIAL DISTRICT: WHITE HALL SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP 28 IMPERIAL DRIVE STAUNTON, VA 24401 TELEPHONE: 540-885-0920 CONTACT:JOE MEDLEY JOE.MEDLEY@TIMMONS.COM SURVEY CONDUCTED: MARCH 2O20 DATUM: HORIZONTAL: NAD83(NA2011) VIRGINIA STATE GRID SOUTH VERTICAL: NAVD88 VIA GPS RTK OBSERVATIONS REQUIRED BUILDING SETBACKS: FRONT 75 FT MINIMUM (EXISTING PUBLIC ROAD) FRONT 25 FT MINIMUM (INTERNAL PUBLIC/PRIVATE ROAD) SIDE 25 FT MINIMUM REAR 35 FT MINIMUM MAXIMUM BUILDING HEIGHT: 35 FT PROPOSED BUILDING HEIGHT: KITCHEN ADDITION 16 FT CLASSROOM + MOVEMENT ADDITION 28 FT (AVERAGE) LOWER LEVEL VESTIBULE 10 FT PROPOSED BUILDING SQUARE FOOTAGE: KITCHEN ADDITION 2,180 GSF (1 STORY) CLASSROOM + MOVEMENT ADDITION 31,753 GSF (3 STORIES) LOWER LEVEL VESTIBULE 982 GSF (1 STORY) TOTAL 34,915 GSF EXISTING USE: ELEMENTARY SCHOOL PROPOSED USE: ELEMENTARY SCHOOL ±34,915 GSF BUILDING ADDITION ±6,175 SF BASKETBALL COURT ADDITION +33,350 SF PLAYGROUND RENOVATION WETLAND IMPACTS: NO WETLANDS ARE IMPACTED AS A PART OF THIS PROJECT WATER SUPPLY: ACSA PUBLIC WATER SANITARY SUPPLY: ACSA PUBLIC SEWER DRAINAGE DISTRICT: RIVANNA NOTES: 1. THERE ARE MANAGED STEEP SLOPES WITHIN THE PROJECT LIMITS. 2. THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100-YR FLOODPLAIN. 3. THE SITE IS LOCATED IN A WATER SUPPLY PROTECTION DISTRICT. 4. A WPO STREAM BUFFER IS LOCATED ON THE SUBJECT PROPERTY AND WILL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. PARKING REQUIRED: THE NUMBER OF REQUIRED SPACES SHALL BE DETERMINED BY ALBEMARLE COUNTY PUBLIC SCHOOLS, DOCUMENTED IN A PARKING STUDY, AND SUBMITTED TO THE ZONING ADMINISTRATOR FOR APPROVAL EXISTING PARKING: 86 SPACES PROPOSED PARKING: 130 STANDARD SPACES 6 ADA SPACES 136 TOTAL EVERYDAY USE SPACES 12 BUS SPACES 41 SPECIAL EVENT SPACES 189 TOTAL SPACES SPECIAL FLOOD HAZARD AREA INFORMATION: SPECIAL FLOOD HAZARD AREA (FLOODPLAIN) YES [ ] NO [ X ] TRIP GENERATION LAND USE: ELEMENTARY SCHOOL ITE CODE: 520 AMOUNT: 680 UNITS: NUMBER OF STUDENTS Trio Generation for Crozet Elementary School SCHOOL ADDITION, SITE IMPROVEMENTS MAJOR SITE PLAN AMENDMENT - SDP,2020-00058 LAND USE ITE CODE AMOUNT UNITS WEEKDAY AM PEAK HOUR PM PEAK HOUR ADT IN OUT TOTAL IN OUT TOTAL Elementary School 520 680 # of Students 1285 239 203 442 104 127 231 UTILITY DEMANDS WATER FLOW (AVERAGE DAILY DEMAND) AVERAGE FLOW RATES (FROM TABLE A 12VAC5-590-690) ELEMENTARY SCHOOL = 10 GPD/PERSON 10 GPD/PERSON x 770 PERSONS (90 STAFF + 680 STUDENTS) TOTAL = 7,700 GPD AVERAGE HOURLY DEMAND = 7,700 GPD / 24 HOURS = 320.83 GPH MAXIMUM HOURLY DEMAND = 320.83 GPH X 300% = 962.5 GPH PEAK HOURLY DEMAND = 962.5 X 150% = 1,443.75 GPH 1,443.75 GPH / 60 MIN = 24 GPM TOTAL FIXTURE COUNTS WATER CLOSETS = 44 LAVATORIES = 38 DRINKING FOUNTAINS = 12 SERVICE SINKS = 7 SEWER FLOW (AVERAGE DAILY FLOW) ESTIMATED TOTAL = 10 GPD/PERSON x 770 PERSONS = 7,700 GPD AMENDING - SDP2010-00012 COUNTY OF ALBEMARLE, VIRGINIA WHITE HALL DISTRICT VaQ sd � S 1ar*a 11/25/2020 Bea ► t PROJECT LOCATION ad Crozet , Three 00�0 d =,`p Appolochion Mounroin� kt1Sh Rr�wncvillp Ra VICINITY MAP SCALE: 1" = 2000' OWNER: ALBEMARLE COUNTY SCHOOL BOARD 401 MCINTIRE RD CHARLOTTESVILLE, VA 22902 CONTACT: JOE LETTERI TELEPHONE: (434) 975-9340 FAX: (434) 975-9341 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. CHARLOTTESVILLE, VA 22903 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: 434-327-1688 Sheet List Table Sheet Number Sheet Title CO.0 COVER C0.1 OVERALL SITE PLAN C1.0 NOTES & DETAILS C1.1 NOTES & DETAILS C1.2 NOTES & DETAILS C1.3 NOTES & DETAILS C2.0 EXISTING CONDITIONS C2.1 EXISTING CONDITIONS C2.2 DEMOLITION PLAN C2.3 DEMOLITION PLAN C4.0 LAYOUT & UTILITY PLAN C4.1 LAYOUT & UTILITY PLAN C5.0 GRADING & DRAINAGE PLAN C5.1 GRADING & DRAINAGE PLAN C5.2 GRADING SPOT SHOTS PLAN C5.3 GRADING SPOT SHOTS PLAN C7.0 STORM SEWER PROFILES C7.1 STORM SEWER PROFILES C7.2 STORM SEWER TABLES C7.3 UTILITY PROFILES C8.0 VDOT SIGHT DISTANCE PROFILE 11.0 LANDSCAPE PLAN 11.1 DETAIL LANDSCAPE PLAN 1-1.2 DETAIL LANDSCAPE PLAN L2.0 LANDSCAPE NOTES AND DETAILS L3.0 OVERALL LAYOUT AND MATERIALS PLAN L3.1 PLAYGROUND AND MATERIALS PLAN L3.2 COURTYARD AND MATERIALS PLAN L4.0 DETAILS A004 PHASING DIAGRAMS- PHASES 1 & 2 A005 PHASING DIAGRAMS - PHASES 3 & 4 ES100 SITE LIGHTING CALCULATIONS SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING & ZONING ENGINEERING INSPECTIONS DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION TOTAL SHEETS = 32 APPROVAL DATE VMDO VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com 0•000 GIs TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. Cbemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 N55873 Checked By Designed By Drawn By TH OF f� Bryan D. Cichocki 'Z 11c. No. 53741 &::J ONAL B. CICHOCKI K. ROESER K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 COVER Como o I 706 s bHP / \ OHP 1 _ l - \ _- w 1 II I II/ ��I - 703- - - - - -- I \ \ 695 _` / _ -N47"W �54.7T. 650✓• �� l C, I � FO I II CMP \ _� \ 1 IIII 1 °20'S4'W \W ON o =\I \ -_ _ _ - Fnow ill OW - -- Now —700-/ _\T -11 _ _ -� --- - ------------ \\ \` \ oo ; S / x/ \ \ / - - FHP OHP-/ \ �- 't- \ = / 0 /OHP \\ If i SEE SHEETS C2.17 C2.37 C3.37 C3.57 C3.77 C3.93 C4.1, C5.1, C5.3 & C5.5 / lj jl/�'i'�/ � � � � � � � � �_ � � I• � � � � � � � � � � � � � � � �\ �i � �`Oi �1 � � 1• t � � l it \ /T s � t,'� i � If \ \\ \ C X P � L��IIJJ III II E CZ 90, Cq N23°31'56"W -- t i u, co \ I N 1 I I I 1 1 � i "�\ \ I I I I I I I / I I ��:� \ \ \ I 1� I 2II IIII IIII I \ r 1 o 1 I I 1 4 \\\ \ \I \ 0` 1 o\ 1 \ ,', V 85 _ — - ��s \ \ 2bs� \\\ \\\ \U) .Ill I \ \ --- ✓ / //_-_-- - -l-_\ \``.\\� ' \\ OO \ \ \ \ \ O\ \hoof 0 \\ o \\\ \ \ \ \\m-\ \cd� / 1 � i y-Jim 4Eta 6 _ \ \ 0000 \ \ \ \\ 692-\.Au 6,9 \ \ \ \8l IIl'II I �,/�, \ \ \ \ \ \ \ "Will, II I I \® \ \ \ 1 I I /_\\ \\\ \\\\�\ °S , \\ Ioolllh 1 \zc � � 1♦ � \-�':.� I ' I � � � �L�.1' � � � � � � � � _ �\��` �� \ `lam � � � 'F 11 I O 0 \ q A \ �17 �L` — _ TMP56-64E COUNTY SCHOOL BOARD OF 1 I 1 \ 1 1 I \ \\ \\ ALBEMARLE COUNTY, VIRGINIA W / 6g� #' / / ®I / / / \\ DB. 1044, PG. 498 \1 \moo \ \ \ \ \ — �� �1 �\ DB. 1098, PG. 703 `I I \I I \ \ \ \ \ 1 \\ / \ \ ? � z N I ZONED: RA (RURAL AREAS)�, 11 yl II / y� a1 I -707—� - i— \ ,102' ,, o q q b 4 1 \ / \1, `/ — ^ �Ir : � —�—fill w w °^ -� -10� w c�°��' I\ \ \ \ \ I I / i —'• \ \ \ \ \ \ \\\ \ \ �,\\\\ 11 1 I i _ \v V v vwv 1 --- = o - =-- - ------ - - -- LEGEND ® WATER VALVE ® WATER METER V FIRE CONNECTION FIRE HYDRANT ® POST -INDICATOR VALVE OD STORM DRAINAGE (SD) MANHOLE ® ® STORM INLET W/GRATE ROOF DRAIN / DOWN -SPOUT RCP REINFORCED CONCRETE PIPE PVC POLY -VINYL CHLORIDE PIPE HDPE HIGH -DENSITY POL Y-ETHYLENE PIPE CMP CORRUGATED METAL PIPE SANITARYMANHOLE ® CLEAN -OUT ® TELECOM PEDESTAL O UTILITYPOLE 00 LIGHT POLE < GUY WIRE ® UTILITY VAULT, AS NOTED ❑ ELECTRIC BOX O ELECTRIC METER GAS METER SAN - — —.W— UFO UGP OHP OH( SANITARY PIPE WATER -LINE fpJNJ�:reY.r.IOJ�•i/•/xKU�4//•%I•:aari�rrri UNDERGROUND POWER/ELEC UTILITY OVERHEAD POWER UTILITY UNDERGROUND GAS UTILITY FENCE -LINE CENTERLINE SWALEll TCH EDGE OF PAVEMENT (EP) CONIFEROUS TREE (CNFR) DECIDUOUS TREE (DEC) EG EDGE OF GRAVEL SIDEWALK SIGN BOLLARD MONITORING WELL (F) PROPERTY MONUMENT FOUND, AS NOTED THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF JOSEPH C. MEDLEY FROM AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION; THAT THE ORIGINAL DATA WAS OBTAINED ON THE FOLLOWING DATES: MARCH 10-12, 16, 18, 23-24 & 30, 2020. THIS BASE -MAP AND DIGITAL GEOSPATIAL DATA INCLUDING METADATA MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED. SURVEY NOTES 1. HORIZONTAL DATUM IS BASED ON NAD83 (NA2011), VIRGINIA STATE GRID, SOUTH ZONE VERTICAL DATUM IS BASED ON NAVD88. DATUM ESTABLISHED THROUGH NETWORK RTK GPS (LEICA Smar1NET) OBSERVATIONS. 2. TOPOGRAPHIC DATA DEPICTED BASED ON A CURRENT FIELD SURVEY BY THIS FIRM, COMPLETED MARCH 30, 2020. 3. THIS IS NOT A BOUNDARY SURVEY,' BOUNDARY SHOWN HEREON IS BASED ON DEEDS AND PLATS OF RECORD IN THE CLERK'S OFFICE OFALBEMARLE COUNTY, VIRGINIA, AND RECOVERED MONUMENTS AND FIELD OBSERVATIONS. 4. BASED ON FEMA FLOOD INSURANCE RATE MAP (FIRM), MAP NO. 51001 PANEL 279 OF 575, EFFECTIVE DATE MAY 16, 2016, THE PROPERTY LINES IN UNSHADED ZONE 'X, AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. 5. MISS UTILITY TICKET INITIATED, TICKET NO. B622100685-008. NO UNDERGROUND UTILITY INVESTIGA TION BEYOND INFORMATION PROVIDED VIA MISS UTILITY HAS BEEN CONDUCTED BY THIS FIRM. 6. TITLE REPORT FURNISHED BY CHICAGO TITLE INSURANCE COMPANY, TO TIMMONS GROUP, CASE NO. 27120034, DATED FEBRUARY 1, 2020 7 CONTOUR INTERVAL = V 8. ACPS PRIVATE UTILITIES WERE LOCATED BYACPS PRIOR TO SURVEY I I ! 1 i 4 _ V. I I I I _h 'J t I TfIf a - —//� TSETBACK \ \ \ cr T E B K `\ II I \ \\ \�\ ''3.0 0 `� I OHP SA _ — � — O /106 (jHP Ir 110 — I SEE SHEETS C2.0, C2.2, C3.2, C3.4, C3.6, C3.8, C4.0, C5.0, C5.2 & C5.4 / I / VMDO VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. bemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 Checked By Designed By Drawn By ,TH of � r� O Bryan D. Cichoc)fl 'Z, U Lic. No. 53741 �SSIONAL ��� N5873 B. CICHOCKI K. ROESER K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 OVERALL SITE PLAN SCALE 1 "=40' 0 40' 80' GENERAL NOTES GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL LEGEND ROADS SEWER TRAFFIC STOP BAR mEXISTING SANITARY SEWER STORM PIPE & STRUCTURE NO. �® DROP INLET & STRUCTURE NO. Q-SANAw--QS PROPOSED SANITARY SEWER CURB O PROPOSED SANITARY SEWER LABEL 0 CURB & GUTTER WATER DRY CURB & GUTTER - - EXISTING WATER LINE PROPOSED PAVEMENT g• yy PROPOSED WATER LINE PAVED DITCH 0 g• yy PROPOSED VALVE - JUTE MESH DITCH IT, 60 yy PROPOSED TAPPING SLEEVE - CENTERLINE OF DITCH PROPOSED FIRE HYDRANT ASSEMBLY (FHA) (COMPLETE) BENCH MARK V PROPOSED FIRE DEPARTMENT CONNECTION (FDC) m m m m m m m m CLEARING LIMITS ® PROPOSED POST INDICATOR VALVE (PIV) -W- R-1 VDOT STANDARD STOP SIGN GRADING - -200 - -- EXISTING CONTOUR TIC= TOP OF CURB 200 PROPOSED CONTOUR BC = BACK OF CURB + 240.5 EXISTING SPOT ELEVATION EP = EDGE OF PAVEMENT TW = TOP OF WALL TIC 240.5 PROPOSED SPOT ELEVATION BW = BOTTOM OF WALL TS = TOP OF STAIRS '1J PARKING COUNT BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT E] PRESERVED AND MANAGED SLOPES E] CRITICAL SLOPES NEEDED FIRE FLOW NEEDED FIRE FLOW CALCULATION PER PROJECT MEP (CMTA) 300GPM REMOTE AREA (0.20GPM/1500SQFT) 250GPM INSIDE/OUTSIDE HOSE STREAM ALLOWANCE 50GPM 10% SAFETY FACTOR 600GPM TOTAL Albemarle County Date of Report Service Auth.rity Hydrant Flow 5/29/2018 �°"`'�"°"�'"`� f � Test Report 16P SIM,WI, Roq <:IvxlMnMre. VA 2M11 LCU I'r/Nmi Location Cozet Elementary School Date and Time of Test 5/29/2018 1:32:00 PM Minutes of Flow 2 Pipe Size (Inches) 8 Pressure Hydrant 11144 Static Pressure (psi) 87 Residual Pressure (psi) 68 1 1 Q20 Looped I Q20 Multiple Inline Hydrants d Q20 Single Flow I Sprinkler Test Single Flow Flow Hydrant #1 11145 Pitot Pressure #1 (psi) 68 Yellow 1 I. 1 Test Flow 1 1152 Flow Hydrant #2 Pitot Pressure #2 (psi) Yellow 2 Test Flow 2 0 Flow Hydrant #3 Pitot Pressure #3 (psi) Yellow 3 Test Flow 3 0 Total Estimated Flow (gpm) 1152 AW WA Q20 Calculation (gpm) 2275 (No value in wit Ind1cates InsuHinenl pressure drop for Q20 OR a sole sprinkler test.) Comments Hydrant open all the way. for method of calculating pilot new with a red Pollard dill ... see se, 13, Waldo and Lines article 1990 Journal Management and Operations AW WA. for yolk w Pollard diffuser, a hest fit third order polynomial equation of the Pollard Him vs, pilot pressure gauge Is used. Estimated Consumption (gal) 2304 For use for water audit Signature of Tester: \ 1629 1425 SBB tJ \ FRm p o - 31 \ � m o \ w \ q \ -Zi2 00 CR 1408 Diameter' 8" IQ7 o / N a 1 ■ 6� / 0 y 700 m m m / CSAHydram nService, ownership g FH171 Not In Bervice,ACSA Owned 692 Not In Service, Private Ownershi In Service, Private Ownership In Service, ACSA Owned / CSA Water Main wnership / s ACSA Private Ownership e80� '�7 676 OSCIAIMER ual layartand'refe2ncelaaon my aTn prmmutiz al tt Edwf arty use Nan MrpWiminary prom,dgee Ilo�sddnp,vpuaes TM WiliEes sho on 1N ape CdiesM to EeaCGYdM. Albentarine County �y�}. however recent win lmpm erro and/or system ch ess may have keen updated once the W E dme Wgas pn rein Any parsmtl,wa of tdpogmphyo mnrours aanY depcdon olphysl al Service improem Eoundanep vemreeneml ro anon only aid ahellnot EeammisiN. S ptmo. Auth.rity design. malrfioapn. arWnslr"a rim p ntzt aproperty orrorflwd Wain amermiredon. oo oroon Comae ACsndreary mrsceuRc wrty iocaliona.. 0 70 140 210 280 AedalImegerye tiVbma - PlanimevicOadPmpertyotCountyptAlpemane IFeet %ving•r�„-„-,"""""��, Prmmonwea,n •Y ACSASIaR MM/�O20yY ACSA AVAILABLE FIRE FLOW INFORMATION No Scale 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 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 VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 15. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 16. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 17. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 18. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 19. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 20. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO COUNTY ACCEPTANCE. 21. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 22. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 23. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. 24. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 25. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7,THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) 26. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 27. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2015 UNIFORM STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI All 17.1-03. 28. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 29. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 30. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY 31. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 10. RETAINING WALLS GREATER THAN 3 FT IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FT IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 11. ACCESSIBLE PARKING SPACES, ACCESS AISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI All 17 1-09 AND THE 2015 VIRGINIA CONSTRUCTION CODE. 12. ALL WATER LINES, SEWER LINES AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 13. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. BLASTING NOTES BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. Albemarle County Engineering Final Plan General Notes Page I of 4 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes 1, Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT), This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved r control plan led prior to an 1 or other erosion p and shall be instal p y clearing, grading construction, 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices, 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class 111. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) 23. STABILIZATION OF DISTURBED AREAS MUST, AT A MINIMUM, BE INITIATED IMMEDIATELY WHENEVER ANY CLEARING, GRADING, EXCAVATING OR OTHER EARTH DISTURBING ACTIVITIES HAVE PERMANENTLY CEASED ON ANY PORTION OF THE SITE, OR TEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING FOURTEEN (14) CALENDAR DAYS. STABILIZATION MUST BE COMPLETED WITHIN THE PERIOD OF TIME DETERMINED BY THE ADMINISTRATOR. IN ARID, SEMIARID, AND DROUGHT -STRICKEN AREAS WHERE INITIATING VEGETATIVE STABILIZATION MEASURES IMMEDIATELY IN IS INFEASIBLE, ALTERNATIVE STABILIZATION MEASURES MUST BE IMPLORED AS SPECIFIED BY THE ADMINISTRATOR. (WATER PROTECTION ORDINANCE SECTION 17 - 405 6.1h) JUNE 27, 2019 ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL 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 OF CONSTRUCTION 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 PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION 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 OF PIPE, 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 EXTENSION OF 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 EFFECTIVE JANUARY 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 SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL 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 OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER 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 SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. OFA COUNTY OF ALBEMARLE CONTRACTOR SHALL PROVIDE ALL INFORMATION Department of Community Development REQUIRED FOR CONSTRUCTION RECORD DRAWINGS: n Y21�N1P Construction Record Drawings (As -built) for VSMP The following is a list of information required on construction record drawings for stormwater facilities (reference Water Protection Ordinance 17-422). It is preferable that the construction record drawing be prepared by someone other than the designer. Please do not provide design drawings as construction record drawings. A. A signed and dated professional seal of the preparing engineer or surveyor. B. The name and address of the firm and individual preparing the drawings on the title sheet. C. The constructed location of all items associated with each facility, and the inspection records to verify proper dimensions, materials and installation. The items include, but are not limited to the following: 1. Inspection Records and photographs for pipe trenches and bedding, including underdrains. 2. Video Pipe Inspection for any pipes which are not accessible or viewable. 3. Updated Location with geo-coordinates of all facilities. 4. Verified Drainage Area maps for the drainage area treated, and for drainage to the facilities. 5. Current physical and topographic survey for all earthen structures. Ponds should include a survey of the pond bottom. Surveys should verify pond volumes are per design. Corrections may be required for alterations from the design. 6. Plants, location and type. 7. Plans and profiles for all culverts, Pipes, Risers, Weirs and Drainage Structures - Display the installed type of drainage structures, culvert/pipe size, weirs, materials, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. 8. Computations: For significant deviations from design, provide sealed computations verifying that the as -built condition is equivalent or better than design. 9. Ditch Lines - Display the constructed location of all ditch lines and channels, including typical sections and linings. 10. Easements - Show all platted easements with dead book references labeled. Facilities and drainage must be within platted easements. Provide copies of recorded documents. 11. Guardrail, fences or other safety provisions - Display the constructed location of all safety provisions; fences, guardrail, including the type, length and applied end treatments, compared to design. 12. Material layers - biofllter media, stone layers, sand layers, keyways and cores must be verified as to material types and depths. Include inspection reports, boring or test pit reports and materials certifications. Biofilter media must be an approved state mix. 13. Access roads - show location of access roads, surface treatment, drainage, etc, as applicable. 14. Compaction reports are required to verify fill compaction in dams. 15. Manufacturers certifications for proprietary BMP's certifying proper installation and functioning. V M D O VMDO Architects 200 E Market Street Charlottesville. VA 22902 434.296.56B4 vmdo.com TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • bemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 ZW7 TH 0--r Bryan D. Cichocki Lie. No. 53741 N5873 Checked By Designed By Drawn By ONAL z B. CICHOCKI K. ROESER K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 NOTES & DETAILS CLIO VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. PMTY a ALTY $M-$DR1E $M-SURE TOW AWAY ZONE TOW AWAY ZONE TVAN & ABOVE ACE 6' ABOVE FINISHED FINISHED GRADE GRADE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST SEE DETAIL. ADA PARKING SIGNS No Scale TOP OF CURB VDOT CONCRETE 12" `CONTINUE 21B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB FLUSH CURB (PARKING LOT) No Scale 2 RIVER STONE (8" DEPTH) NON -WOVEN GEOTEXTILE FABRIC VDOT CURB (SEE DETAIL) DENOTES GRAVEL FILTER STRIP ON PLANS GRAVEL FILTER STRIP DETAIL No Scale 2' FROM EP OR FACE OF CURB L7-1/2-.6' LENGTH ANCHOR WITH %" REBAR IMBEDDED 24" IN GROUND; 2 PER WHEEL STOP PRECAST CONCRETE WHEEL STOP No Scale SIGN STD. U POST GALVANIZED SIGN AND POST DETAIL No Scale 6X6-W2.9XW2.9 6prV-6" C. , INSTALL VAPOR BARRIER FOR INTERIOR APPLICATIONS 6" VDOT NO. 21A STONE TURN DOWN SLAB DETAIL No Scale POST TO BE DRIVEN (SEE VDOT DETAIL STP-1) _#4 BARS VERT. @ @ 12" O.C. #4 BARS LONG. �@ 10" O.C. VARIES 2'4' MAX. V-0" MIN. - FINISHED GRADE 8" TO THE DEPTH OF CURB MIN A MINIMUM OF 13" AND A MAXIMUM OF 19" VDOT A-3 CONCRETE CONTINUE STONE BAS_ FROM ADJACENT PAVEMENT SECTION UNDER CURB VDOT STANDARD CG-3 No Scale STEEL CAP 6" DIAMETER HOLLOW STEEL PIPE (POWDER COAT YELLOW) STEELSLEEVE /-- PAVEMENT 2'-O" DIAMETER CONIC. FOOTING 3,000 PSI @ 28 DAYS REMOVABLE BOLLARD DETAIL No Scale SIGNAGE NOTES: 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY REVISION THERE TO: A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. D. THE 2000 INTERNATIONAL FIRE CODE. 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN NOTE 1 ABOVE. 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. SOLID WHITE LINE 24 STOP (TYP.) 12'-i STD. (VARIES) R1-1 NOTE: STOP SIGNS TO BE 30" WITH STOP BAR DETAIL HIGH INTENSITY SHEETING NO SCALE SOLID WHITE LINE 2 2' (TYP.) (TYP.) STRIPING AND SIGNAGE DETAIL "FAN" SHAPED 4'-0" METAL BACKBOARD FINISHED COURT SURFACE 3' V-6" R 4" DIA. GALVANIZED PIPE FORMED UPRIGHT CONIC. FOOTING ANCHOR PIN RIM STANDARD BASKETBALL GOAL NO SCALE TYPICAL BASKETBALL COURT LAYOUT No Scale LEGEND ROADS TRAFFIC STOP BAR mSTORM PIPE & STRUCTURE NO. '�O ® DROP INLET & STRUCTURE NO. CURB O CURB & GUTTER — —200 — -- EXISTING CONTOUR 200 PROPOSED CONTOUR TC 240.5 PROPOSED SPOT ELEVATION 1Q PARKING COUNT GRADING TC = TOP OF CURB EP = EDGE OF PAVEMENT EX. = EXISTING PROP.=PROPOSED APPROX. = APPROXIMATELY COMPACTED SUBGRADE —\ PRESERVED AND 1771 MANAGED SLOPES r CRITICAL SLOPES 4" MIN. } d d ,6j TOR AS SHOWN IN PLAN. SLOPE NOT TO EXCEED 1:12� WHEN ALONG SIDEWALK 1 OR AS SHOWN ON PLAN WHEN NOT ALONG SIDEWALK CURB WIPE DOWN DETAIL No Scale 1.5" DIA. GALV. NOTES: 1. PROVIDE SHOP DRAWINGS FOR HANDRAIL FOR REVIEW PRIOR TO CONSTRUCTIONS 2. RAIL ON BUILDING SIDE OF RAMP TO 3'-0" BE MOUNTED TO BUILDING FACE. 4" MAX SL P AS SHOWN IN P MAX• 1:12 a a d II III I IIII III -III III -III -I � I,; ,1 I I I -I 1I IIIIIIIIiIIIIIIIIIIIIIl-�i1_ ��� � � -III„II MAX 6' CORE DRILL CONCR_ . _ . .. HANDRAIL POST, EMBED HANDRAIL A MINIMUM OF 6" BELOW FINISHED GRADE AND GROUT TO THE FULL DEPTH OF EMBEDMENT (TYP.) ADA RAMP AND HANDRAIL DETAIL No Scale EXIST GRADE METAL INSPECTION FRAME W/ SOLID LID (NEENAH R-1975 OR EQUIVALENT) CONCRE7E COLLAR CRUSHED STONE BEDDING 6" DI CLEANOUT CLEANOUT DETAIL No Scale * FOR DESIGN OF BACKBOARD REFER "NATIONAL FEDERATION OF STATE HIGH SCHOOLS ASSOCIATION" P "T"� SCHOOL LEAGI BASKETBALL STRIPING 5' S 1 TO E PAVEMENT PLUG AT END OF LINE NO SCALE "'^' ITDOOR ETBALL GOALS BOARD/SUPPORT/BASKET NET(SEE IL THIS DWG) 2" R 4" A . CONIC CURB AND GUTTER CLASS 3A, ° (fc=3,000 PSI) CONCRETE 6" 8 " 1 .1 a a a .od ° ° "7„ ° a a ° " a a" CONTINUE 21B STONE BASE FROM ADJACEN- PAVEMENT SECTION UNDER CURB 6" 2'-0" VDOT STANDARD CG-6 CURB & GUTTER No Scale 4" VDOT A-3 CONCRETE CONTINUE 21B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB VDOT STANDARD CG-2 CURB No Scale HANDICAP SIGN EOP HANDICAP SIGN LOCATION (VAN) LOCATION (TYP.) 0 0 } FACE OF CONCRETE BUMPER CURB BLOCK ANCHOR WITH PAPER D o 18' 18' 5/8" REBAR IMBEDDED 2/o MAX. 24" IN GROUND VDOT ! 4 SPEC. PAINTED 4„ STRIPE 9, I (TYPICAL) 8' 1 5' 4, 8' 11' 5" TYPICAL VAN ACCESSIBLE ACCESSIBLE HANDICAP SPACES REGULAR SPACE TYPICAL PARKING SPACE DETAILS No Scale EXISTING PAVEMENT PROPOSED PAVEMENT NOTE: PROPOSED nJ SAWCUT THROUGH o- MATCH EX. CROSS EX. SURFACE to SLOPE UNLESS OTHERWISE PAVEMENT MUST TIE V COURSE X IN WITH EXISTING w SPECIFIED ON PLANS w & REMOVE PAVEMENT PAVEMENT 2' MIN. PROPOSED SURFACE 2"+ COURSE EXISTING PAVEMENT MILL EX. SURFACE COURSE BASE COURSE SAWCUT EX. EDGE OF PAVEMENT AGGR. COURSE PAVEMENT REPLACEMENT JOINT DETAIL No Scale NOTES: 1. FINE BROOM FINISH ALL STAIRS. 2. RAIL ON BOTH SIDES OF STEPS (IF NOTED) 3. SEE PLAN FOR RISER HEIGHT 4. MAX. CENTER TO CENTER SPACING BETWEEN STAIR POST TO BE 6'. ADD CENTER POST IF NECESSARY TO MAINTAIN MAX. SPACING 1.5"DIA GALV. 12" MIN RAIL (TYP.), I (TYP.) FINISHED l COMPACTED SUBGRADE CONCRETE SIDEWALK JOINT DETAIL No Scale VARIABLE WIDTH' NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2% xjx 4" 21-B STONE NOTE: SIDEWALKS SHALL BE 4" 3,000 PSI AIR -ENTRAINED CONSTRUCTED IIN Inn. CONCRETE ACCORDANCEWITH VDOT STANDARDS. COMPACTED SUBGRADE 4" TYPE 21B STONE a a... DENOTES AREA OF CONCRETE SIDEWALK CONCRETE SIDEWALK PAVEMENT SECTION No Scale EXPANSION JOINT WITH PREMOLDED EXPANSION 1/4" SEALANT FILLER, "ZIP STRIP" OR NON -SLIP BROOM FINISH EQUIV., SEAL WITH WWF 6x6 W2.9xW2.9 SILICONE SEALANT 2„ 10 T 10" 3,000 PSI AIR ENTRAINED PORTLAND d CEMENT CONCRETE 6" TYPE 21A STONE COVER uagaaaaa COMPACTED SUBGRADE (CBR 11.2) DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS HEAVY DUTY CONCRETE SECTION No Scale 2" ASPHALTIC CONCRETE SURFACE COURSE - SM-9.5A 3" INTERMEDIATE BASE COURSE - BM25.OA 0 0 0 0 0 8" TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale 2" ASPHALTIC CONCRETE SURFACE COURSE - SM-9.5A 8" TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) (TYP.) EXP. JOINT FINISHED DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS 12" MIN GRADE (TYP') 1211 CONCRETE (TYP ) LIGHT DUTY ASPHALT PAVEMENT SECTION 3'-0" 1 /2" R No Scale (MAX) 1 11118" (WASH 1 -4" .4 A. CORE DRILL CONCRETE FOR 1.5%2" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A NIT a 5 HANDRAIL POST, EMBED HANDRAIL A MINIMUM OF 6" BELOW FINISHED GRADE AND VA SH GROUT TO THE FULL DEPTH o 0 OF EMBEDMENT(TYP.) 8" 5" # 57 STONE EXISTING AGGREGATE BASE #3 REBAR (12" O.C.)�` e L, 9" (2) #5 REBARS, BOTTOM CONTINUOUS, \///\///�\//COMPACTED SUBGRADE LAP 2'-2" AT SPLICES MILL AND OVERLAY SEQUENCE: 3„ COMPACTED SUBGRADE REMOVE EXISTING ASPHALT. COMPACT AND ROLL TEST EXISTING BASE COURSE. THEN PLACE 1'-4" NEW ASPHALT SURFACE. EXTERIOR STAIRS No Scale FIXED BOLLARD DETAIL No Scale 4" DIAMETER STEEL PIPE FILLED WITH CONCRETE. BOLLARD SHALL BE PAINTED YELLOW T-O" DIAMETER CONIC. FOOTING 3,000 PSI @ 28 DAYS MILL AND OVERLAY PAVEMENT SECTION No Scale " TYPE 21-B AGGREGATE BASE COURSE COMPACTED SUBGRADE 0 0 o DENOTES GRAVEL SECTION ON PLANS GRAVEL ROAD SECTION No Scale V M D O VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com ••441410� TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. eemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 TH OF � f� O Bryan D. Cichoclri Z Lie. No. 53741 IONAL N5873 Checked By Designed By Drawn By B. CICHOCKI K. ROESER K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 NOTES & DETAILS C 1 0 1 V M D O GRASSPAVE2 Fl0.ELANE COKhACONTA NG TAPE NS GRAVEL,NON-6HNNKRNK MORTAR, CONCRETE ETC. WP-2 Ftl%X MOUNTED 51 NARI(ER NTEGRATFD TEd OR REMOVABLE ANCIN (BY OTHERS) e r • • TACK COAT THE PROPOSED CONSTRUCTION JOINT - - - I -- H-- LAYLICS---- L 5 EXISTING. SUBBASE PROPOSED SUBBASE - --------------- - - - - -- COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 11112 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) as MINIMUM 12 INCHES. OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) GRASSPAVE2 FIREGANE SH aP MASS GRASSPAVE2 Firelane Detail Use this detail for delineating a Grasspave2 firelane n rED BAN GRAVEL R0A03A ^RASSPAVE2 FIRELANE OR RKKRCKRCOrCRETE PAVER 6-8"ROUNDEDMHLB FlRBANE RATS® WNo Cuts, Hissa T vmn a _""31_�COMPACTIEDRICHDa45E Atom QWVEL ROAFLUSH CONCRETE CURB NOTES; 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. - FlRIIANE SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. ------------------ - -- 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF I INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE euaOrGG PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. STREET 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. sue- ---------------------' 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS. FHIFIANE EWE TREAT6�NT AREAS ROAD AND BRIDGE STANDARDS SHEET i OF 1 REVISION DATE 303.02 April 2015 ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC VIRGINIA DEPARTMENT OF TRANSPORTATION Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC-23.1) a'i NaOM 'T OY70a OV3HY OV08 - 311C 3NO GV3HV SdIa1S - 311ai ia01S 01 - -- - G20-2(V) 038Vd38d 39 - 0un en 500 ± or Inn m • r 1 D_. O NOIlV1S a399vlj 00 50' - 100, O O 0 - SEE NOTE 4 O - O 0 0 0 o+ r � w W + o0S 0 w m KaOM OVoa J, GN3 1 1PORTABLE TEMPORARY RUMBLE STRIPS SEE NOTE 14 (OPTIONAL) 1: Revision 1-411/2015 80' - 120' SPECIFICATION REFERENCE 315 SIGASSPAVE2 FIRELANE SURFACE MOUNTED LANDSCAPE UPUGHT IiOLLARO/LKi1T FIXTURE GOMPACTm SANDY GRAVEL ROPD6ASE NOTE: TUATMEAL16 SmEMATICNVMY pESGNERS.A PC0FT6PACRGAN KQUINOFEWE TRFATMEN)6. SPACWG WRL VARTWmITURF TYPE. SIDPE, FlRE OEPARTNRNr0.EQUlREMEN1a, ETC.. NOT TO SCALE *GRASSPAVE2 BY IRYIWI ESTRUOSUREE" Invisible Structures, Inc. GP2Firelanel l.dwg REINFORCED TURF DETAIL Page 6H-53 No Scale SHADOW VEHICLE REQUIRED SEE NOTE 4 50a -100, - FLAGGER STATION SEE NOTE 2 SEE NOTE • ■'IT W20-7 SEE n NOTE 1 BE PREPARED Vii SEE TO STOP SEE NOTE 9 NOTE 1 <RRUM8U>1E1 W20-V26SEE NOTE14 SEE NOTE 1 ONE LANE ROAD W20-4 SEE AHEAD NOTE 1 ROAD WORK VV20-1 AHEAD J- DIRECTION OF FLOW FROM PATH 1 PONDING AREA IN FOR LENGTH GRAVEL FLOW SPREADER DETAIL No Scale INVISIBLE STRULTA-RES' 303-233-8383 w AvIAnvisiblestnactures.mm V4.1 DIRECTION OF FLOW FROM PATH BROWNSTONE MARAFI 140N DEPTH = 1.5' FILTER FABRIC WIDTH = 2' OR EQUIVALENT WIDTH PER PLAN TOTAL WIDTH GATE ASSEMBLY MINUS 6" �gs/ OD X 0.322 PIPE NO. 57 STONE WIDTH= 1' SURROUNDING PONDING AREA 48" yZ' x 18" AR STEEL LAR r2'f COL(GATE) 46" 3,000 PSI 6%" x 0.432 HINGE 2 CURB ASPHALT cQ 28 DAYS (TYP.) CG CU POST PIPE (SEE SHEET C1.1) (SEE SHEET C1.1) L32„ Yz" x 3" SHIM WELDS 3„ (8 TOTAL) }72" x 15" DIA 6" 3 STEEL COLLAR (POST) %Z' x 18" DIA L-L STEEL PLATE HINGE POST DETAIL GATE ASSEMBLY PIPE %i' x 3" SHIM WELD (8) HINGE POST PIPE HINGE POST SECTION NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL MEASUREMENTS NECESSARY FOR THE INSTALLATION OF THE GATE PRIOR TO THE PURCHASE OF MATERIALS. 2. PIPE SHALL MEET ASTM A 53, GRADE B. 3. CUT PIPE TO PROVIDE TIGHT FITTING JOINTS. 4. USE 100% PENETRATION WELDS FOR PIPE CONNECTIONS. 5. GATE AND POSTS SHALL RECEIVE 1 COAT PRIMER, 2 COATS PAINT AFTER FABRICATION. COLOR SHALL BE YELLOW. ACO DRAIN I� ;� Fail :� F�TI Its ;r411i1�i�ITl�, •� � Ida �� rs�,TI � I�1 ITa �� llT�l� One meter channel Inside view of channel -shoving channel ID number 1� and knockout if applicable (every 5th channel) J o1DnY1R4L ® Half meter channel 4 19.69" (0.5 meter) 10.83" (275mm) Q Q 112.80"(325mi 14.76" (375mm) smE 1 t'a' e p 1 39.3T U meter) _ a�li tzozmmy) 16.73" (425mm) `I►� `iJ 1rrII17.87° (200mm) it 7. rd"c, 6.7 (to 425mm)) 58 5"(to (4000mm) 6.30" (160mm) 110.24a (260m) O 2.68' (68mm) O O Knockouts included on every 5th channel l� e A loiool Type 902G In -line catch basin 9.92" (252nm) 22.67" (576mm) §71100mi Total capacity 19 gallons an an Q' Q' ©O OI' ACO DRAIN KlassikDrain - K200 Galvanized steel edge rail channel system Description Part No. Inverta atdnes A and Wgt I Lbs. Descdptlon Part No. revert adoo mina Wgt Lbs. K2-00 Neutral channel - 39.37" (Imp 75041 7.87 200 83.6 K2-28 Sloped channel-39.37" (]ml 75028 13.39 340 113.3 K2-1 Sloped chnnnel-39.3T(IN 75001 8.07 205 83.6 K2-29 Sloped channel -39.37"Ulm) 75029 13.58 345 114.4 K2-2 Sloped Channel -39.37'(1N 75002 8.27 210 84.7 K2-30 Sloped channel -39.37"Ilm)m 75030 13.78 350 115.5 K2-3 Sloped channel-39.37' IN 75003 8,46 215 85.8 K2-030 Neutral channel - 39.37" (imp 75047 13.78 350 115.5 K24 Sloped channel-39.37" IN 75004 8.66 220 86.9 K2-0303 Neural channel-19.69" (0.5mp 75048 13.78 350 68.0 K2-5 Sloped Channel -39.3T(lm)m 75005 8.86 225 88.0 K2-31 Sloped channel - 39.37' (IN 75031 13.98 355 116.6 ri Sloped channel - 39.37' IN 75006 9.06 230 89.1 K2-32 Sloped channel -39.37"(lm) 75032 14.17 360 117.7 K2-7 Sloped channel-39.37'(IN 75007 9,25 235 90.2 K2-33 Sloped channel - 39.37" (1 N 75033 14.37 365 118.8 (28 Sloped channel-39.37(lm) 75008 9.45 240 91.3 K2-34 Sloped channel-39.37"Um) 75034 14.57 370 119.9 K2.9 Sloped channel-39.37' IN 75009 9.65 245 92.4 K2-35 Sloped channel - 39.37" (IND 75035 14.76 375 121.0 K210Sloped channel 39.37"(1mP 75010 9,84 250 93.5 K2-36 Sloped channel -39.37"(lm) 75036 14.96 380 122.1 K2-010 Neutral channel - 391(Imp 75043 9.8.1 250 93.5 K2-37 Sloped channel - 391 75037 15.16 385 123.2 K2-0103 Neutral channel-19.69"(0.5mN 75044 9.84 250 56.0 K2-3851oped channel 75038 390_ 124.3 K2dl Sloped channel-39.37"(]ml 75011 10.04 255 94.6 K2-39 Sloped channel (1m1 75039 _15.3.5 15.55 395 125.4 K2-12 Sloped channel 39.37"(Im) 75012 10.24 260 95.7 K240 Sloped channel -39.37"Irl 75040 15.75 400 126.5 ri Sloped channel -39.37" (IN 75013 10.43 265 96.8 K2-040 Neutral channel - 39.37" peel 75049 15.75 400 126.5 K2-14 Sloped channel 39.37" IN 75014 10.63 270 97.9 K2-0403 Neutral chapel-19.61(0.5mp 75050 15.75 400 77.0 K245 Sloped channel-39.37' (1ND 75015 10,83 275 99.0 K2-901G IMme catch basin -19.69" 10.5rr 94611 32.81 833.3 68.0 K2.16 Sloped channel -39.37(lm) 75016 11.02 280 100.1 K2-621G catch basin -19.69"I0.5mP 94620 37.33 948.1 91.0 K2-17 Sloped channel - 39.37" (IN 75017 11.22 285 101.2 K2831G catch basin - 19.69"(01 94633 49.33 1252.9 101.0 K2-18 Sloped channel 39.37"IN 75018 11.41 290 102.3 K2 -Series 600 Optional plastic riser 99902 - - 10.0 K2.19 Sloped channel - 39.37 (IN 75019 11.61 295 103.4 Foul ad trap -ins both 900& 600 series basins 90854 - - 1.2 K2-20 Sloped channel-39.37"IN) 75020 11.81 300 104.5 Universal end cap 96821 15.71 399 1.4 K2.020 Neutral channel - 391(Imp 75045 11.81 30D 104.5 Debris strainer for 8" bottom knockout 93498 - - 0.2 1C24)203 Neutral channel - 19.69" (0.5mp 75046 11.81 3GO 64.0 )(2arstallafim device 97478 - - 2.8 K2-21 Sloped channel- 39.37" (]ml 75021 12.01 305 105.6 Grate removal tool 01318 - - 0.3 K2.22 Sloped channel39.37"IN 75022 12.20 310 106.7 K2QuckLok locking bar 10457 - - 0.5 K2.23 Sloped channel-39.37"IN 75023 12.40 315 107.8 K2-24 Sloped channel- 39.37"(1m) 75024 12.60 320 108.9 K2-25 Sloped channel 39.37" (1ND 75025 12,80 325 110.0 K2-26 Sloped channel -39.37"(]ml 75026 12.99 330 111.1 ri Sloped channel -39.37"(lm) 75027 13,19 335 112.2 YW '._6 O •tw •!mil Nnlec t , 1� t , \� 1. This channel offers a bottom knockout feature; 4" & G rand 2. Inverts shorn are for the male end; for female imRd denth subtract 5mm (471 from the male invert (except for neutral channels, Mm it Wit be same as male imai End Cap tv s To Calculate the Overall channel depth add 25mm ("1.0'1 to inrertdeptlt 3. This catch basin kit includes a polymer concrete top, removable Quicktok locking bar, trash bucket and plastic base. Select an appropriate grate. Outlet Now rates 0.20" (5mm) U rJ 4. This catch basin kit includes a polymer concrete top, removable Quicklok locking bar, deep trash bucket, pha6c riser and plastic base. Select an appropriate grate. Outlet Product Outlet size (Sch. 40) CFS q Bottom nutlet-K2-004"round 153 0.34 A Bottom outlet-K2-040 4"round 216 0.48 a Bottom outlet -K2-00 6" round TlnvertGPMPM 344 0.77 a Bottom outlet-K2-040 6"round 486 1.08 C End outlet - K2-00 4" round 132 0.29 C End outlet- K240 4" round 202 0.45 D End outlet -II 6"round 320 0.71 D End outlet - K240 6" round 437 0.97 E Type K2-902G 4"round 25.33" 263 0.59 F Type K2-902G 4" round 31.83" 297 0.66 G Type K2-902G 4"round 23.76" 254 0.57 H Type K2-902G 6" round 31.83" 658 1.47 I Type K2-902G 4' round 23.91" 255 0.57 I Type K2-902G 4" round 30.40" 290 0.65 K Type K2-902G 6"round_ 24.68" 570 1.27 L Type K2-902G 24.13" 256 0.57 4" round M Type K2-902G 6" round 31.82" 658 1.47 N TypeK2-902G -4"round 31.26" 294 0.66 O Type K2-902G 6" round 31.26" 651 1.45 P Type K2-90213 8" round 31.82" 1149 2.56 Q Type K2-902G 6" round 30.32" 640 1.43 R Type K2-902G 4" round 23.19" 251 0.56 S IType K2-902G 14' round 29.90" 1288 10.64 Nose: These are the use How II~ rates at the specked outlet 4 ( ) 140"I' marvel Clow rates.•Catch aLD- film'- basin races are w4houl E Bed spa /ram /sue bash rd-using bash _9 tolft p bucket reduces flow. 4' or 6" Sch. - I Ate pi � � "� L25' 132mm1 O O U U - ADD, Inc SPEC Northeast Sales Office West Sales Once Soumeaat Sal"ONke Flectronk Conch 4211 Pleasant Road inlo®ACODraines 9470 Pinecone Drive 825 W. Beechcraft St. Mentor, OH 44060 Casa Grande, AZ 85122 Fort Mill, SC 29708 www.ACODCudr s Tel: (440) 639-7230 Tel: (520) 421-9988 Ton free: (800) 5434764 on Toll free: (800) 5434764 TON Free: (888) 490-9552 Fax: (803) 802-1063 Milo Fax: (440) 630,7235 Fax: 1520) 421-9899 G Ap,l2nla ACp, IncTM5 ntwm2l<p i 4i<v<d W M itVib WI n.i Ml6ua,mlMtl W h m, We tirvwlissu,"e liffiilibf<, rcsuh5 U,xt h,M, oblYm wM w, pmU"R vote eAure <,<oewtw iM cmOd W tAe wlryerry. R,: U<anwmr:,espoorAtlNrowall,e¢ <,MYiory mN sahry W p,IXW[I tw n a <w us<. neo trio. Nie ,rserres Xre n8tltto cl,anfle the pmdrt zoo speclkalldnrAtlwulnotlre. April2018 April2018 www.ACODrab r ACO DRAIN ACID DRAIN KlassikDrain - KS100 Stainless steel edge rail channel system One meter channel �T E; F d Halt meter channel tvaa'.Isoanmr �-i palm,.,n O O n3T11,Mep aN. (IWmnl 6.rA• ® � nwmmr l -- `I.A Knockouts included on every 5th channel 4'XHrp knock-osA O O 6`ovelFmckaurB T� Type K90151n-line catch basin � ,x °Mur � orwd ® FTr. a.9 ." Q ® cams alai 1 O O • � ,'i • NU1L"M Q T 10 49 II V cent Part 'mot Weight Part Imcert Weight Description No. IncheSa mina Lbs. Description No. Inci mTP Lbs, KS1-00 Neutral channel - 39.37" (Imp 74441 3.94 100 28.1 KSI-28Slopedchannel-39.37"(1m) 74428 9.45 240 49.8 KSIA Sloped channel - 39.3T IN 74401 4.13 105 28.1 KS1-29 Sloped channel -39.37"(lm) 74429 9.65 245 50.6 KSI-2 Sloped cherl-39.37"IN 74402 4.33 110 28.9 K51-30 Sloped channel -39.37(lm)m 74430 9.84 250 51.4 KS1-3 Sloped chard-39.37(IN 74403 4.53 115 293 KSI-M Neutral channel -39.37"(1mp KS14M Neural channel -19.69"(OSrLLJD 74M7 74448 9.84 9.84 250 250 51.4 24.0 KS14 Sloped chanmA-39.37IN 74404 4.72 120 30.5 KS1 5 Sloped channel-39.37(1rNm 74405 4.92 125 31.3 KS1-31 Sloped channel -39.37"(lm) 74431 10.04 255 52.2 KS18Slopedchannd-39.37" IN 74406 5.12 130 32.1 KS1-32 Sloped channel - 39.37"UN 74432 10.24 260 53.0 KS1-7 Sloped channel 39,37(Im) 74407 5.31 135 32.9 KSI-33 Sloped channel 39.37(lm) 74433 10.43 265 53.8 li Sloped channel 39.37"(lml 74408 5.51 140 33.7 KS1-34 Sloped channel-39.37'(IN 74434 10.63 270 54.6 li Sloped chahad-39.37"(Inn) 74409 5.71 145 34.5 KS1-35 Sloped channel -39.37(1mP 74435 10.83 275 55.4 KSMO Sloped channel -39.3 art 74410 5.91 150 35.3 KS1-36 Sloped chavd-39.37"(1N 74436 11.02 280 56.2 KSI-010 Neutral channel -39.37"(Imp 74443 5.91 150 35.3 KSI-37 Sloped channel -39.37(lm) 74437 11.22 285 57.0 KSI-0103 Neutral channel-19.W(Oa* 74444 5.91 150 17.0 KSI-38 Sloped darnel -39.3T(lm) 74438 11.42 290 57.9 KS1-39 Sloped channel - 39.37"(1N 74439 11.61 295 58.7 KSMI Sloped channel 39.37(1m) 74411 6.10 155 36.1 KSI-12 Sloped channel - 391 (IN 74412 6.30 160 36.9 KS140 Sloped channel 39.37"(lm)D 74440 11.81 300 59.5 KSl-13 Sipped channel -39.37(Im) 74413 6.50 165 37.7 KSI.040 Neutral channel -39.37"(IMP 74449 11.81 300 59.5 KS114 Sloped channel 39.37(lm) 74414 6.69 170 38.5 KS1-04M Neutral d)arrd-19.69'(0.5mp 74450 11.81 300 27.5 KS1-15 Sloped channel-39.37"IImP 74415 6.89 175 39.3 KS150151Mne catch learn -19,69"(0.5mP 94609 27.63 702 52.6 KS1-16 Sloped channel - 39.3 r (I N 74416 7.09 180 40.1 KS1821S catch basin - 19.69"(01 94618 28.86 733 55.8 KSIA 7 Sloped chancel 39.3T(1m) 74417 7.28 185 40.9 KS1831S catch basin -19,69"(Oi 94632 40.86 1038 65.8 KSI 18 Sloped channel -39.37flm) 74418 7.48 190 41.7 Series 600 OpfiorDl plastc riser 99902 - - 10.0 KSI-19 Sloped channel - 39.3711m) 74419 7.68 195 42s Foul airtrap-fits both 900&600 series basins 90854 - - 1.2 KS1-20 Sloped chairrel-391 74420 7.87 200 43.4 K81-30466'INet Cap 96844 9.84 250 52 KSI-M Neutral channel - 39.37" (lmp 74445 7.87 200 43.4 KS1-30B6 6' Outlet Cap 96845 9.84 250 5.0 KS1-0203 Newel channel -19.69'(0.5mP 74446 7.87 2DO 20S _ KSI40466" Idet Cap 96846 11.81 300 SO KSI-21 Sloped channel 39.37 (IN 74421 8.07 205 44.2 KS140866'Outlet Cap 96847 11.81 300 5.8 KS1-22 Sloped channel -39.3T IN 74422 8.27 210 45.0 Universal and can, 96822 11.81 300 0.4 KS1-23 Sloped channel-39.37(1m) 74423 8.46 215. 45.8 Debris strainer for 4' bottom knockout 93488 - - 0.2 KS1-24 Sloped channel 391(1M 74424 8.66 220 46.6 4" Ovalto 6" round outlet adapter 95140 - 1.1 KS125 Sloped charnel 39.37' (Imp 74425 8.86 225 47.4 K14nstalhtion device 97477 - - 2.8 KS1-26 Sloped channel 39.37'Iln9 74426 9.06 230 48.2 Grate removal tool 01318 - - 0.3 KS1-27 Sloped channel 39.37' IN 74427 9.25 235 49.0 K1Quidd.ok lacking bar 02899 - 0.1 eta capacRy= ga ons. • N • V%A Notes: Outlet flow rates 6"Oval inlet cap E0.M Cap 1. This chamel distant bottom knockoitfea ure; 4" mund/6" Oval. 2. Inverts shorn amforthe male end; for femabimert depth from the male invert(except for neutral dwnl be samawnrea invert). Outlet Product Outlet size Invert K1-3048 e sWtract5mm(=0.20 channels, where To calculate the overall charnel depth add 20mm 1=0.8"I ro invert depth. GPM CFS (Sch. 40) Depth om outlet- KS00 4" round 3.94" 108 0.24 A Bottom outlet-KS40 4" round 11.81" 187 0.42 s Bottom outlet - KS00 6" oval 3.94" 177 0.39 R Bottom outlet- KS40 6" oval 11.81' 306 0.68 C End outlet -KS20 4" round 7,87" 132 0.29 C End outlet-KS40 4" round 11.81" 171 0.38 D KS1-308-6 6" outlet cap 6" oval 9.84" 233 0.52 E KS1408-6 6" outlet cap 6" oval 11.81" 264 0.59 - F Type KSI-901S 4" round 19.30" 226 0.50 _G _ Type KS1-901S 4" round 25.67" 265 0.59 H Type KSI-901S 4" round 25.30" 263 0.59 1 Type KSI-901S 4" round 18,56" 222 0.49 1 Type KS1-901S 6" round 25.85" 586 1.30 K Type KS1-901S 4" round 26.43" 269 060 L Type KS1.901S 4" round 19.36" 227 0.51 M Type KSJ-901S 5" round 27.30" 604 1.35 N _ Type KSI-901S 6" round 19.99" 505 1.12 O Type KSI-901S 8" round 27.30" 1051 2.34 P Type KSI-901S 6 round -2643" 593 1.32 Q Type KS1-901S 4" round 27.17" 273 0.61 R Type KSI-901S _ 4" round 20.68" 235- 0.52 _S Type KS1-901S 4" round - 18.99" 224 0,50 T Type KSI-90is 6" round 27.17" 602 1.34 K1.404.8 61" 12.(320mm) con O O 6" Oval outlet cap DK1-308-6 U U 10.64"1270nuN K1.404.8 61" 12.(320mm) con O O 6" Oval outlet cap DK1-308-6 U U 10.64"1270nuN K1.408.6 C E 12.61"(320mi ACID ply ACO Polymer Products, Inc. SPEC Ales Orri 9470 Pinecone Drive Mentor, OH 44060 s ON Watt Saks 825 W. Beechcroft S[. Casa Grande, AZ 85122 Southeast 4211 Pleasant Road Fort Mill, SC 29708 Follow us on ®O iho ` Tel' (440) 639-7230 Tel: (520) 421-9988 Toll free: (800) 5434764 Electronic Concept: Ni Theseare the pipe pox rates a the speeded outlet, NOT charnel now rates. Catch basin T Toil free: (800) 5434764 Toll Free: (8881490-9552 Fax: (803) 802-1063 info®ACODrain.us Milo flow tales an witlwut trash bucket -using trash bucket reduces flow. _ 1 Fax: (440) 639.7235 Fac(520) 421.9899 wwx.ACODrain.us 0 September 2ot6 Aeo Polv.re Pmducts, Inc. Ttnz Inlnmalon Is believer ro Ce aceVi4 oWIUsw2pW9MeeE to be s0. We."dl assWrc!"klRy to, aacu Nat Duye, oeahowuhvu,poauctsince,aha of he, are bered the mmrd ed as mmpam,asA<a,T➢dVseaspmuNity to evawale salablity and tardy oriental ler Ns m nee.ne9Poln^e,e.odurlemr,es.ns deporn In o,e,Yle the product and sparckdoarchi dOtlrE. September 2016 P 1R ww.ACODraln.tis • September 2016 NCO K200 DRAIN No Scale VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. bemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 Checked By Designed By Drawn By H�of � t� O Bryan D. Cichocl(i 'Z, Lie. No. 53741 e0.-fp rids/� 0,4 S PASSIONALC' N5873 B. CICHOCKI K. ROESER K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 NOTES & DETAILS VEHICLE GATE DETAIL No Scale C 1 2 1 x4CAP 0AER BOLLARD (TYP.) x 6 METAL POSTS • 7'-11.5" • • �4 x 4 METAL POST (TYP.) 3, • CONC. C PAD •11 8'-8" BOLLARD (TYP.) 1 x 6 CAF 1 x 6 TRIMMEF 2 x 4 RAILS i x 6 12' S7 HINGE OUTSIDE ELEVATION 3 SIDES 5' OM . f111 III IIIIIII NOTE: ALL LUMBER SHALL BE PRESSURE TREATED INSIDE ELEVATION 3 SIDES DUMPSTER ENCLOSURE DETAILS N.T.S. OUTSIDE GATE VIEW GIiLYIGC7 J l.l1J ILL\ YYI ILLLJ INSIDE GATE VIEW 4 x 4 METAL POST UNLESS 2 x 6 RAIL OTHERWISE N07ED (TYP.) ON PLAN 1 x 6 TRIMMER 3' -0" 1 x 6 SIDING 3'-0" 3'-O" f~ 12" POST ELEVATION FRAME & COVER SEE FIG. S-I-D, E STREET SURFACE OR NON -PAVED AREA SLOPED AREA J �'r;v.a.; •..�_ :-tic. 2'_p" RUBBER COATED STEEL STEPS 1'-0" MAX e e CAST IN PLACE ° PRECAST REINFORCED CONCRETE ' SECTIONS WITH "0" RING SEALS OR APPROVED EQUAL 3'-0" MIN e s. THE DROP CONNECTION SHALL BE e DUCTILE IRON PIPE (CLASS 50) 5" BACKFILLED IN 6" LAYERS AND COMPACTED BY HAND TAMPERS OR 12" MIN BACKFILLED WITH SELF -COMPACTING 16 MAX STONE. 5" 0 MINIMUM ELEVATION DIFFERENCE 12-MIN 12"MIN ACROSS M.H. FROM INLET TO VARIE 0 OUTLET SHALL BE 0.20 FEET A FILLETED INVERT FOR A SMOOTH " TRANSITION OF FLOW BETWEEN ;. INLET & OULET PIPE SHALL BE LIA t ' 4 PROVIDED. 3/4 DIA OF LARGEST PIPE IN MANHOLE MIN. 6" BEDDING WITH NO. 68 STONE NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES. TYPICAL MANHOLE WITH DROP CONNECTION 2500 P.S.I. CONCRETE THRUST BLOCK NTS FIG. S-1-C PLACE 5' GALVANIZED " WITNESS POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. ADJUSTABLE TRAFFIC RATED VALVE BOX W/ LID M.J. GATE VALVE 2'x 2' BEARING AREA. NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE N TS FIG. W-5 PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V, SECTION G OF THESE SPECIFICATIONS. SET DOGHOUSE BASE ON CONCRETE BLOCKS - DOGHOUSE OPENING SHALL BE PREFORMED BY MANUFACTURER OR SAW CUT TO FIT PIPE OUTSIDE DIAMATER 4to PLUS 6". 8"x8"x16" AND 4"x8"x16" � SOLID CONCRETE BLOCKS CENTER W/RISER I' WALL (4 EACH) MANHOLE ABOVE BASE SHALL BE CONSTRUCTED AS SHOWN ON FIGURE S-1-A STING SANITARY VIER PIPE 12" CLEARANCE EEN EXISTING PIPE STONE BEDDING THICK VDOT 68 STONE BEDDING ____ MANHOLE BASE FILL DOGHOUSEr OPENING AROUND EXISTING PIPE WITH 3,000 PSI CONCRETE OR NON -SHRINKING GROUT I� • • - • • • - • - - • TD-26 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES I MIN j2' TO I o' r#6 270� -22 VALVE BOX . FT. TONE-� • NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. S. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FiRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 Z'/" - 10 GAUGE OR 0 STP-1 2/" - 12 CADGE Yw" HE%HEPD - -- SQUARE TUBE SIGN POST • • �i" HIXHEAD _ _ ELK • • %" 16 GRADE 8 SERRATED 1/p • - 13 GRADE B e e +IR. FLANGE NUT TORQUE FREE BOLT }■yll e e / UPPER SLIP BASE OR (SEE NOTED e 1 /t• - 13 GRADE 8 4 CAST IRON NINSLIP FE SE '/" X %"' FILLET WELD - TORQUE FREE BOLT - - - - a; (SEE NOTE 1) (SEE DETAILS) - 1p"-13 USS FLAT MASHER � ®� HARDENED, TEFLON COATED %"-13 USS FLAT WASHER WASHER SHIM - 4" MAXIMUM STUB HEIGHT '/z 13 GRAD S LARGE '1 1W (2'/i' RECOMMENDED HEIGHT) LARGE NUT YY^-Ni . 3%' GRADE 8 HARDENED, TEFLON COATED - FLANGED SHOULDER BOLT WASHER SHIM • - SLIP BASE BREAKAWAY PROFILE DETAIL FLAT WASHER - 13 GRADE B LARGE FLANGE NUT 8„ MULTI-DRECTIONAL COMBINATION 2.52" ANCHOR/ SLIP BASE PLATE T (FOUNDATION 8)OR - MULTI-DRECTIOWL COMBINATION A ANCHOR/ SLIP BASE PLATE - SDK f (FOUNDATION CI 0.3125" R n W* L SLIP BASE BREAKAWAY DETAIL MINIMUM WALL r F THICKNESS IS 0.34" IC 6 W 3 p 0 1.35" 3.6" MATERAo 2I TUBE RECEIVER - - .3" . 7 GAUGEARACP500GRADE B TUBE I PLATE .ASTM M72 GRADE 50 REDI-TORQUE MULTI -DIRECTIONAL BOLT ON SAE1035 STEEL FORGING SLIP BASE TOP FOR 21 SQUARE POST WITH a: /z" ys, CAST IRON LOCKING WEDGE HEX rM" •. TOP POST RECEIVER/ *11 EAD 21," ��[ FOR 21/2' SQUARE POST O NOTES: 1 3 THREADS lyw N" I. TIGHTEN THE TORQUE FREE BOLT USING THE LARGER Y4" HEX HEAD, HEAD i�" THEN LOOSEN THE BOLTS BY THREE COMPLETE TURNS USING THE yN" HEX HEAD. RETIGHTEN EACH TORQUE BOLT USING THE SMALLER INN'• TORQUE FREE MATCH PLATE HARDWARE HE HEAD UNTIL THE i"'• HE% HEAD iW15T5 OFF. SPECFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. `VDOT REFERENCE SQUARE TUBE SIGN POST ROAD AND BRIDGE STANDARDS Too FOUNDATION TYPE B AND C DETAILS REVISION DATE SHEET 7 OF 12 VIRGINIA DEPARTMENT OF TRANSPORTATION NEW 01/15 T321,M CG-12 NOTEz COMPON NTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAAIC CEMENT SIDEWALK (DEPTH N INCHES.AREA N SQUARE YARDS) GENERAL NOTES ETECEARIGURAERARAIFEET) REWIRED SFC(Ery SQUARE YRS) I. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD 2, DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR BE SUMMARIZED FOR EACH CURB CUT RAMP. THE REQUIREMEN SNOFSTHE SPECAL PROVISIONT FOR CC-2 DETECTABLE s81WMAXX RAMP 121 MAX THE SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AM SPECIAL DESIGN SECTION FOR APPROVAL. \__ 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP A' FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. "T�¢. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO '1- THAT ADJOINING FLARED SIDES CAN SE CAST IN PLACE AFTER PLACEMENT OF 1,.1 MAX PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4, TYPE A 5, REQUIRED EMS ME TO BE NO.5 X B" PLACED TCENTER TO CENTER ALONG BOTH ONCRETSIDES E COF TH,T RAMP FLOOR , MID -DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS J Y V ME INCLUDED N PAYMENT FOR CURB / CURB AND GUTTER: WJPn�IVy�AN4, �<Y„1✓14 (A 4SIN 7. CURB RAMPS ME TO SE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTEDT BY THE ENGINEER. THEY ME TO BE PROVIDED AT INTERSECTIONS WHEREVER Val MAX \ M ACCESSIBLE RWTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING. PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. AND SHWLD NOT TYPE B BE LOCATED BEHIND VENCLE STOP LINES EXISTING LIGHT POLES FEE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A 6ONTN000S PARALLEL UMICESSILETELEMENNTSEOF A F�KITYN'THATISCAANNN RESISTANT PATH ENTERED fY (�V „y.. / ✓�.`yh`- •�i\ ^W ,+e AND USED BY PEDESTRIANS. 6. RAMPS MAY PE PLACED ON RACIAL TANGENTSECTIONS PROVIDED THAT AVr`?,!.y AMI'I'\ 1 THE CURB OPENING IS PLACED WITHININ THE LIMITS OF THE CROSSWALK MID 1211 MAX 16p THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS Y PERPENDICULAR i0 THE CURB. 51MN ** ,7,y' 9. TYPICAL CONCRETE SIDEWALK IS Y' THICK. WHEN THE ENTRANCE RADIICMNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK MIN TRAFFIC. REFER TO STANDARD CC-13, COMMERCIAL ENTRANCE (HEAVY AT X 2" HIGHER THIN TRUCK TRAFFIC) FOR CONCRETE DEPTH. EDGE OF PAVEMENT 10. WHEN CURB RAMPS ME USED N CONJUNCTION WITH A SHARED USE PATH, AT XW. ,SAME AS TOP OF CURB THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL). TYPE C A 4'X 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' • 4' LARDING AREA MAY INCLUDE THE GUTTER PM. TRUNCATED DOME n 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF .6••^ C-C CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD O O O I. O -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH THE BACK OF CURB. - .O 0 0 0 0 0 0 0 0 0 0 O O 0 0 0 0 0 0 0 0 0 0 0 O. LAMING RAMP (j 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o + O O b 0 0 0 0 0 0 0 0 0 0 0 0 i av 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 50%-65%OF BASE DIAMETER _ 0 a 0000000000000 OP DIAMETER 0 0 0 0 0. 0 0 0 0 0 0 0 0 0 0. OETECTMLE GUMMING AT BACK OF CURB I_ l 0.9"X_E (_VARIABLE FULL WIDTH OF RAMP FLOOR I SEE NOTE 12. o BASE DIAMET R I PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL `VDOT ISPECIFICATION ROAD AND BRIDGE STANDARDS CG-12 DETECTABLE WARNING SURFACE WEERENCE SHEET I OF 5 REVISION DATE (GENERAL NOTES) 1D5 203.05 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 CG-12 T S A s' MN W5 DOWELS. B" LONG PERMSSIBLE AT 12" C-C CON5'MM. CONSTRUCTION 12,1 M=s L a.\ Mly 121 MAX � B p a�s 121 MAX 1 WITH BUFFER STRIP RAMP RAMP (SEE TABLE) A fSEE TALE) TRUNCATED DOMES SEE SHEET 1OF 5 FOR DETAILS 5'-0" MN SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB 4 11 20:1 48 : 2 MN. SECTION A -A PERMISSIBLE CONSTRUCTION ; JOINT 0 SECTION B-B WITH BUFFER STRIP NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE. CROSSWALK SEE SHEET tOF 5. THE REWIRED LENGTH OF A PARALLEL RAMP TYPICAL PLACEMENT IS LIMITED TO 15 FEET, REGARDLESS OF THE AT INTERSECTION SLOPE. -tA.IILm 46m m.. WITHIN CROSSWALK TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 T 5 2 5 8 3 6 9 ♦ 8 2 5 0 5 6 M 15 XVDOT ROAD AND BRIDGE STANDARDS EEL 3 OF 5 REVISION DA 203.07 07/15 WITHOUT BUFFER STRIP CROSSWALK I �3 R 1�X. A .'SOUME LfHVEL N1EA OUTSQE OF iW.VELWAY A 6'I z �UµµpyylN MOLL BE PROVCED F� FW qR5 FEWENMNLN CFOSSWKIt SXALI vnT IN TIE N,AXED PEEP WITH BUFFER STRIP '0010 aK "LEA GRW6BW''C wITHI CR0. CG-12 DETECTABLE WARNING SURFACE TYPE B (PARALLEL) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION MN 1 DIAGONAL PLACEMENT I SPEDFICATM REFERENCE 105 502 V M D O VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com • 0 4 6 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • bemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 Checked By Designed By Drawn By B. CICHOCKI K. ROESER K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN 14 WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 NOTES & DETAILS TD-9 C13 :MHD DEC INV. lN= 83.6' 15'':RCP (N): INV. IN=6 - �Q INV N 684;13'4":(8LD): I \ ' / 5P / v CONC. ^ . \ INV. O 683.40' 15"FZ�F' . CONCCON( cc 3'(W)DOOR /CAN P-Y(TYP) G ' FFE=693.41' ,' COLUMN (THRESHOLD) MHS / , �' 1.0' 0 TYP. \ ` j I I Tot / / /\ G° 3' (W) DOOR % INV. III=673.74' PVC-LA/T / (BREE / I 690 f / i INV./IN=673.44'8':PVC(NW) / lN1V. OUT=673.20' 8" PVC / SD INLET (GRATE) TOP=689.D0' I I/i -0- - 11 , / I C( INV OUT=685.00' 15" RCP UGP- - / / i ' / ' / 3' (W) DOOR I I, ,.\ / f FFE=693.46' coNc. , ' ' `\ TIOP=we91TWEC (THRESHOLD) hO'T-689.89' ' CONC. / TOP=692 84' ELEC. 0� 80Y=690 ' INLET VAULT �° 6' (W) DBL. DOOR +'�5 ' / I , / FFE=693.44' 6" DE& \ I ' / G_/ I i I I / \ - 7 - \ / - - 3' (W) DOOR CONC. O FFE=693.43' (GROUND) PLANTERc(oTNYPc)OVE 9� SD ET LEVEL 6'(W) DBL DOOR Po 6'(W)OBL. DOOR l'ONYLTOP=69L85' APPROXIMATE LOC BACK -FLEW . y > 1 INV OUT=68730' 12" HDPE FFE=693.43' / 1 REY E71 y / \ \ EX COMM SKETCHED / - / _ �ELLEtc/ COOLING IN BASED ON BEST / / �� / / / � - ae F - / - CTOWER ONE. PAD AVAILABLE DATA / / A 6XL /� \ \ APPR6X L /(2) WTR. G9 / -4 VAUL TS - .APF�R.G�LDC.�EX ! ' / / 6' (W) DBL. DOOR W / / I/ ///®_ FFE=702.33' MULTI -LEVEL o� 12 / /3 ` ®1L / � / \\ I MASONRY, BLOCK& FRAME I( IAP ROX. C. IEXI TING SCHOOL FACILITY /I / Xj UNDE/R ROU(\ FUEL�INE$ CROZETES. / II / r f I J j Q / c 4 / I\ _ _ (1407 CROZET AVENUE) 6' (W) DBL. DOOR FFE=702.35' DOOR 15, 75'WlG � ROUND l ` UTILITYEASE, / „IRGIN I / , // f, / / 6�LJ{ ` \ CONC STEPS ELECTRIC/ RCOMPf}NY I _ 1PINE \`�I ® - 23 RISERS 1101, P . 310 /l / /I / V WA FOR _ION OF Y (W) DBL. - n 11I I I 1 1j KETCHE BASED / I ) 2 DOOR \ - - - - _ ONA SA GIB h CONC. h 1/ 1 Q I \ I \\ \ WALL I CONC. / OP=698.05' �\ I I Ia I I I Q I <� \ ' q b 701 b SWKC. \�o�\ \ I I INV IN=680.35' 8" PVC I I I \ 115" Pl E \ _ / I I INV. OUT=680.25' 8'\PVC 11 i III I I I \15i PINE - \ 12" DEC 8"5EC 8" DEC I I I \ I \ I I 11 I \ CONC. SWK \\ \ i I I \ \ CURB \ \ \ „ CURB I I / a \ I I EP I I I TW II SDI CURB O%1- 6/O ' ( L) II 1 /// I IN ..OUT-65LY.3T 15"RCP I / I. \ \\ \ �b1 8„ b - 8 b 8„ °\ �C72 � +;i C+e.' 8�• - ��P I / \ / / I -JU'GP 3 _ HG2 �d_•r'_ SJs' G6f$Na>=\ _ _ _ - - �UG mot" x ' \ \ / I CONC. SWK R I z I - RCP r C(�@ .- I\---_-_-_-_ ----------------\=-CONC. DEC / (12SPACES) 1 / II I I I I I I I a SO CURB INLET W/MWD / TOP=696.62' INV. IN=691.9215"RCP I / IV - II INV OUT=691.87'115"RCP (• /- - - o - ASPHALT 1 (12SPACES) 'I 1� (5SPACES) /1 _ I \ EP a / � II I _ _ 1�/ I �I I U < - - - - UGP- �- - - 15" DEC UGP- Gp I I \ 12" DEC CURB TI .1 a � 0 \ / / 1 JEP Ix CURB �- _ -699- _- -- I 'C LJJ TMP I6-64 I I - t I rONT SETBACK / ROBERTS. & BLAB R. ANIDERSO I I - _ _ , _700 LO DB. 1871,IPG. 34 �// I I N ---------- - - - - -- - ZONED. RA (RURAL AI AS) ---------- - - - - -- I I II --- --- - --- - -- - \ ♦\ II I_I __' �---- ------------- __ 20'ATERLINEEASEM I �I� I ----- - - - �- FORRALBEMARLE COUNTY' _ / \ SERVICE AUTHORITY I I I I \ - 1 OB. y �63 PG. 28 u I I ) XV I / / 8"DEC 1 -UFO � ��-UFO --I I 12" / 12" DEC / - I/ \ - _ \ 1 APPROX. TREE VARIABLE WIDTH POLE LINE ORIPLINE (TYP.) I I INV. (IN)=098.(J5'' EASEMENT FOR VIRGINIA I I / ELECTRIC POWER COMPANY DB. 1101, PG. 310--- / 54 -56' ` l I� I I \ 20 N11 -7 _ o I� �OHP\ �• 0 Z 1/- �'� =_=-STEEP - - - - - - - - - - - I _-MTANAG_Ew - \ \ \ \ \I I _-dHo - - - - - - - - - - - - - - - - - - i EP \ \ \ \ I -- - - - - - - - - - - -- - - -- dHD I\\ _ - - - \ cos dy° \ \ STATE ROUTE 810 ~ �ROZET AVENUE SAN - - \ (VAR. WIDTH r� GRAVEL 1096. PG. ENTR. / MHS EP / TOP=704.14' / INV. IN=692.25'8"PVC / / - �05- INV. OUT=692.03 ' T 7 / EP d I (1 I 0 / CONC CONC. S7EPS� CANOPY \ \ \ \ \ \ \ \ \ \` \ \ S _I�ERs - �\ayp) \\ N \ \\� / / \ TMP S6A1-1-73B2 iLL 1 \ 18"DEG. \ \ t �\ \ \ \ \ \ \ \ ♦ \ \ \ \ \ \ \ \ \ \ \ C \ \ \� \ \ \ \\\ \ \ \\ , ST. GEORGE PROPERTIES. L1 C \ \ \ \ \ OD PED. o \ \ DB. 4967, PG. 722 \\ \\ \\ \\ \ \�\ \\\ \\ \ \�_E \\ \ 10 \ \ \\ \\ \ \\ `\\\\ \ // ZONED.'R2 7 AWJ 3'(W)DOOR 4'C /\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ` \i \ \ b \Zbs \ \ \ \ \ \ \ \ \ \. \ \ \\ I FFE=693.45' \ \ \ \ \ \ \ \ \ \ \ \ y \ \ \ \ \ Q \ \ \ \\ \ \ \ \ \ I \ (THRESHOLD) COLUMN \\ \�\ \ \`\ \\ \\\ \\ \ \ \\� \ \` ��� \\\ \\�\ - \ MHS 1.010 TYP. ` \ \ 'E9 \ \ ♦ \ 683, \ \ \ \ ` \ \ \ \ \mot\ \ \ \ \ �S \ \ \ \ \ \ \ \ \ \ I m TOP=676.13' r 3' W \ \ \ \ \ \ A ` \ \ \ \ INV. 1N=665.85' 8" PVC AYJ DOOR \ \ \ 0\ \ \\ \ \ \ \ \ \ 8"PVC\�\ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \\ \ \\ ` I \ INV=676.84' \ \ I INV OUT=665.63'8"PVC 12 DkC I < 3' (W) DOOR \ \ \ \ \ ®\ \ \ ® 5.na' CONC. FFE=693-45' (W) DOOR \ \ \ \ \ \\ I 1 I 3' \ \ &"QEWP-69283' (THRESHOLD) / ` FFE=681.36' MECI-I\. Bor=669.99' \ esMT) YARD\ \ `\)EET C2.1V \ 6" D Cl ' FFE=693.42' L 1 ❑ 7\\\\ \\\\O ) (2) HVAC ON FFE=704.27'L2®\Wb00 \CONC. PAD \ \ I \ \ \ \ TOP=692.82' \ STEPS \ \ \ \ \ \ \soT=690,50' \ W{RAIt\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 11 \ �� \U \ O 6' (W) DBL. DOOR I \ \ \ \ \ \ \ \ I \ \ \ \ \ k coNc FFE=693.43' CTC WALL \ \ \ \ \ \ \ \ 2 \ \ \ \ \ K \ 3'(WJ DOOR 06 'NC✓) \ \ \ \ \ \ \ \ \ \ \ 6' (W) DBL. DOOR (GROUND) FFE=693.43',\\ \ \ \\ \ \ \ u) FFE=693.40' LEVEL 1 \`1 \ \\ \ BLD LINE '(W) DBL. DOOR' 'FE=693.43' 3'(W)DOOR (3N0"DEC FFE=693.62' TMP 56-64E I I I I I I I \ I I I COUNTY SCHOOL BOARD OF \ I l I \ \ \ rn� AmySIN\ `\ \ ALBEMARLE COUNTY, VIRGINIA I I /`� DB. 1044, PG. 498 109$ PG. 703 CONc. \ \ \ ` \ \ 1 7- DB. \ STARS 1 1 I 1 \ \ \ \ \ \\ \ \ ,X \ \ ZONED.' RA (RURAL AREAS) W/RAIL l w 1 I I 1 \ \ a'cpo \ \ \ \ \ \ \ �- � I 1 �I I ` ` , GOAL l GOAL o. I 6- (W) DBL. DOOR \ ASPHALT FFE=704.32' �F(W)DBL. DOOR CONC. \se 11 II I I 1 II I I I \\ 1 TO=67�.66' FFE=704.30' '\ STAIRS i9 I I I I 1 m \ \ 1 \ I �. I 1 /NV. �N=664.93'8' \VCEN) \ I I I I I I I \\ INV 110=664.878" ;C (� CANOPY I I II I III I II i I 1 INV &iT 664.84' PVC\ \ \\ \ \\\\ \. \\ \ / I I I I APP �. AREAS O \ G 3' (W) DOOR _ EP I I \ �Q \ \ \ \ \ \ FFE=693.55' - _ _ _ / / I I I I II II I \ \ Rl�ENfi(.i-PLANT WHIPS WALL _ 103 0 __-_, \\ / I I I I 1 \ \\ \ CONC. _ - �69 \ / STAIRS•,\\�' \ CONC. DIVERSION W/MHD 1 1 1 \ -702 ' ' / i I \ \ \::'. -. \ \ \ \ \ / / / / / / I TOP=677.96' 8%EC 8"DEC 8"DEC 8"DE �::�.;\'��;:�\'.'. / CONC. SWK / CURB EP - W moo\ 1 0_ V.:: TUG r i' -UGP �- - -- _�wL�'- .^ 'CURB gD/4C.SWK 15" RCP � / �1 \ 15" RCP \ \ \ SD CURB INL TW/M D \: 70PC \ 1 VINV.O 1N=687. 7' 15� R P {2S' DEC \::\ : \ :: . �: \ \ \ 1 /NVO T=687. 5'15"R\ P I (12 SPACES) \ \ SD CURB INLET W/MHD TOP=696.53' \ Il \\ INV. OUT=6FG.3�'15"RCP \ \ I \ST EP LOPS \ \ ASPHALT \ (5 SPACES) \ (12 SPACES) \ 6, O I \ \ \ \ \ \ \ \\ Z/ \. O \ 9B \ \ \ I \ � \ MONUMENT I \ \ \ / I I I I I \ \ \ \ \ \ \ SIGN EP CURB \ \`- _ _JGe I � 1 I I \\ � \\ \\ \ \\ \\ \\\ � - _ - UGP- - ^ I \ klG� 12_DEC - -UGP-F - - q1c UGP- 12" DEC CURB - - - - I = I \ \ - SETBACK \ \ \ \ I K 4 - 75' FRONT �\ �\ / EP \\ CURB \ \ \ m 6"PIPE I \ / 50A�..r�' \ INV=681.56' - , _ / _ / , / DPP. END NOT END // _ CAP�RtIX TREE o / \ 6„D� _ _ - / ' - _ - C i6g5 / �' 6' - ' - _ _ - _ -- DRIPLINE(TYP,) _ / _ - ' 47°W 254`77'' ' s �_� _ �L� - _ -------------- -UFO J -- -INV- (OUF)=694�L" CMPEP 15" EPmass \ i \ two ` --UFO SOON UFO / _ �.- �o \ \NO UFO �- o IowaI I , I l / / \ CONC. SWK 1 // O / I l \/ I \ .UFO C� ONP� 1 \\ I 7 / // / / / / \ \ ® \ UFO �- - --� / / T IO- OHP-i UFO_ HP -/ I / CURB \ _FOB 1=====_-_`- �� , / -O / - \\ \ UFO -\ - r - .� -/ 'OHP / EP - \-UFO ' - OHP / _4- \ �UF MHD 7 ' - --15" R --' laC- -_-� i ^ c \) h> ' , / /OHP� I TOP=688.72' �- _ \ INV 1N=685.26' 18" HOPE �p - - _ II I\ \ \ / / r�0 / -/OHP 7 / SO CURB INLET W/ MHD INV. OUT=683.14' 18" HOPE 7 \ / / TOP=688.38' - - - - - - - 1 1 \ \ \ - °HP / / INV IN=681.24' 18" HDPE d H°` \ - _ - _ ' I I I ^ O \ \ \ oHP r / INV. OUT=681.18' 18" HDPE \ CONC. SWK \ \ / _ / / / II / / \ doll,- _ I I �OH� - _ -._ - SDEUE2SlNLEw/ T\ I d� l C&G .��_* .- _ - - - - - - t - TOPP zoa ' �F/U� \ - /Ill l / TMP 56-61 / 56 62 S8OVN Qtl694.12 5"8CP COUNTY OF ALBEMARLE, VIRGINIA y MHD DB. 1132, PG. 262 CONC. SWK TOP=695.77 _ -'� ` \ \ \ ZONED: R2 _ - -' :. ' 710' _ _ _ _ o \ - - - _ _ - _ _ / / INV. IN=691.71' 15" RCP \ \ \ \ \ _ INV. OUT=691.62' 18" HDPE 1 VMDO VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com • TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • bemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 Checked By Designed By Drawn By H of � r� O Bryan D. Cichoc)fl 'Z, U Lic. No. 53741 �SSIONAL�� N5873 B. CICHOCKI K. ROESER K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 EXISTING CONDITIONS STEEP SLOPES SD INLET (GRATE) ' - - O9' - - _ _ (MANAGED) TOP=700.09' INV /N=694.04' 15"RCP 4 INV. OUT=693.94' 15" RCP h SCALE 1 "=20' / 0 20, 40' C2n0 \- -ROCK \ARMOR cb \ 1 m \ ROCKARM�R \ \ 1 \ \ 1 I I I / \ // It / I // I I \ I (3) TENNIS COURTS (36'x 18) I I \\ I I I LU 2 I \ I W IGRAY LANE I I � m l x TMP 56A1-1-738 CHRISTOPHE 4929, A L 77 M. SCOTT Ea L ZONED: R2 RI BLOCKRI TAININGWALL1.0'AW)J. I4 VI IX 1 1 '•.1 �—�---\ I \ \ I I I ' I , � :I:I:�:!:7;1; / \ \ \ � I I , I , I I 1:r;GF:I:' ;�- 1 � I \s00 N23 °31'56"W LL 25.17' Ib N / MHS la TOP=670.43' I I I I ) 1 I I 1 I I:.1::::\. \\ \ I 1 1 I I \ l� I I I INV. 1N=662.9T 8"PVC (S) W - \ \ \ ` I �HAIMLINK I I I 1 I ' I : I: I' : \ \ \ \ I O 1 CZ \ ` I I I FENCE I I \ I: :) \ J \ \ 1 I I I I I I I I I I : V. m I / INV. OUINV T '662.78' 8" PVC ) \ I I I I I I \ 4: �: O \ \ \ \ I I I .PES4::: \ \ I I I MHS STEEP(MANAGED) I I I 'I: \ \ I I TOP=670.62' 21 11 I I 1 I I I I / ( 1 1 I �I Q I I I II I :14 I^ \ \ \\ \ I I 1 Il I I 8„ h �� INV. OUT=663.09' 8" PVC O \ INV. 1N-663.56'8"PVC i 1� GRAVEL AREA I\\ \ I W I I , W I I I I II I II I I 1 , \ i II I I I I \ \ \ \\ \\`� \ I I I 1 TMP 56-64E \\ I I I I I I \ 1 \ a COUNTY SCHOOL BOARD OF ALBEMARLE COUNTY, VIRGINIA DB. 1044, PG. 498 v 1 I I V I I I I I A I I I I A V I V 1 1 m co DB. 1098, PG. 703 ZONED: RA (RURAL AREAS) ELIZABETH B. PEDERSON OR I / \ \ 1 1 Z J. JUSTIN TAYLOR X / \ \ \ I I 1 1 1 I N DB. 1625, PG. 150 I MHS / I I I `\ \ \ I \\ \\ 11 ' \ INV IN7670.82' 8" PVC I \ \ \ \ 111 111 1 ZONED.' R2 \ \ 1 1 I I I ! I ---- I INV OUT=670.54'8"PVC \ \ , \ 1 /` /' \`\ \ \\ 11 1 1 11 GOAL -- 1------- \ \ I // APPROX. TREE\\d \\\`\\\\ I \ -Z \ \ I I I l ! / DRIPLINE(TYR) \ ' / / \ ` 15"DEC ` \ l \ \` \ 1 Z , `I I I I I \ _ EG L — _ , I 1 8" EC I I �/ \ \ \ \ \ \ . \ \ m Q 1 "=20 o \ — I Q / I / _ / �\ rn� \ \ \ \ \ \ rn 1 m N \\\ i i EP al / /� l /I � I _--/_-\�\C�\ \`\ \\\ \\\ \\\1 \\ \\\ \ \ \ STiEP SL PErS / 1 I I - - 12"DEIC 1 — — 6 — w_ :F : \ \\ (\ I I / / 1 � I / I � � / GRAV � / � � � ��:. 1 \ 1 \ - "[ \-SFEEPSLQPES � \ \ \ `\\ \ ` \ 1 \ o :;\;.. \ \ / I , I 1 / I 1 I (MANAGED)` 15"DEG' --- --- —� — \\ \� -- I 1 I � / / \��' r-__-__- -lam \ \ \ ` I 1 1 \\\ I cn \ B" DEC - I I I I tJ� BEN \ \ 2b \ \ / \ \ \ \ \ \ 8" DEC \ \ \ \ i _ ^ \ I / BENCH _ / S \ \ \ \ 1 \ 64 ROBERTS. & <� \ / /i ' - - \ I I / %�' / / BEIVON / % - / / / (MANAGED) MT\ \ \ \ \ \ \ \ \ \ \ \ ` \ \ ` I \ \TMP \\ \ \ I \ \:�;:. .:�:\ I I � I / I a/ / \ / / MULCH ( ) 1 \ \ /�/ \ \ \ \ \ \ \ \ 1 BLAIR R. ANDERSON I 12" DEC / J j \ t \ + ! - RACE rl� - (SWINGS) EA I - , P (SWINGS) �,n DB. 1871. PG. 34 f . 1 I I I ` \ / — ' S \ \ - \ ZONED: RA RURAL AREAS j ::: /::: I ` ' ` ' \ I \ / / / ` MrL. I I ( i ./ . 1, . I R / I6,.PEC \ / \ \ \ \ \ , I / / \ 15" DC\C ` 15"DEC BENCH \ \ / I MULCHPLAYAREA \ \ ^ \\ CHN-LIN \ \ I (SET W/SLIDES) (RAMP) 4"DEC `\ I (RAMPI I ENC I r.' / , \ I I SWM/BIO \ \ PLAsnc ` T.(C0=686.77' / I l / l I 1 ` 1 .S✓r1, \ ` \\ \\ \ 1 11 Q I \ l ORDER It rC0=686.54' 11 `\ \ \ o.33yw) � dl - _� I I. ;l / ,' - - - - PLASTIC ,I \ %\ / �\ \ \ \\ \ . `\ 10 DEG'\ ASPHALT / / / BORDER I 0.33'(w) / MULCH / \ \ rr�— m ./ /� \ \ / / b / I (J- YAREA �\ I \\ \ \ \ \ ` \ \ STEEP SLOPES — I i : I' :O. / / = I I I\ \ \ \ / I , / ASPHALT / \ \ \ \ \ \ \ \ (CRITICAL SLOPES) 4L (J-GYM) \ 26 I I \ \ \ \ \ \ \ \ \ \ INV. It INV. IN= INV INV BORDER` - _ r _ •.l•; '.I:J I --- \ \ ` \ 10"DECI---•_ 12"RCP -682 \ I \ `\ \\ \ \ \\ \\ ` \ \\\\\ I \ ROCK.I4RMOR / l \ \ -INJL _680.44' LH41N-LANK` -1N2=680.44' FENCE - q` \ \Z6, \\ \ 20' SAARY SEWER EASEMENT /' \� \\ \ \\ SWK - .\ ' __-_`\ ASPHALTII \ `\\\ FOR AL 1D{ARLE COUNTY CURB \ \ 8"'RLASTIC q _ T - - - I - _ - - _ `` ` \ �` PATH \� ` SERVIC AUThIQRITY / / \ 'OPEN' \ \ \ INV = 682_02_ '1 E / i � - \ \ rn \ 75 END OPP. i i \ - ( i i "RCPyJ4 FES NOr'FOUND 'i -� IPltt!OUT= 682.02' / T 6" DEC I, \ - - - - - i58 +IIII / \ {Il \ 1 \ \ \\ , -CONE - - - _ - yJl RAIL - \ \ \ ( \ �bs \ \ \ \ \ -: \ 1 \\I to Q \ PLANTER 1 I N - 6 R /' N/ C,bs' / �i' i-- --6oNGrSTEPs \\ ONG RA \\ \ \ `\ ` \\ / 1\ \\ \ \ \ S \\ \ \ \ \� `\1\\110 ) \ I a \ 5v1J' \ l G \ \ \ \ \ n,h, - \ \ \ C\ \ - ] \ i, i BPH. WALK, _ 5 TREADS, ` - _ - \ \ \ �\ ``� / 6RISERS W/RAIL ��� M \ ` ` ` \ \ \ \ \\ INV. IN=668.15'8"PVC / I I 11 _ 1 UT=66783'8"PVC �`�^� g0 \ CONC. \`\\\\\JJ \ \\\\ \\ \ \\ MATCHLINE-SEE SHEETC2.0 MMMMMM—�1 -� IXDEC \ m\ \ - /- - t i - - \BANTER \ \ 'G \ \ CANOPY \ \ \ \ \ \ TOP=6$9:33' :: I \ I ' / / — �/ / \ \ \ \ \ \ ` \ \ \ \ \ CONC STEPS � b \ \ \ \ \ \ 4J \ 3.56,. 15":P66 (N) fi83.40' 15"RCP / I i 690 r I I I •� I I i I I � SD INLET (GRATE) TO=689.00' I I' - ' / _ INV. OUT=685.00' 15" RCP I, UGP-' 692- 1 ` _ _ 27REA4S• _ 3-R19ERS ` f P - � J \ \ \ \ \ \ \ \ \ \ \ \ CONC. TMP 56A1-1-73B2 CONC, CONC. WALL NM\" ` \ �\ ` \ \ \ \ ` \ \ \ ` \ ` \ ` \ \ ` _ c \ \ \ \� \ \ \ \ \ `\ \ \\ \ \ 7 \ ST. GEORGE PROPERTIES, LLC II / } ` 18"DEG- t \ ` ` \ \ \ _ `WQOD PED. o \ \ \ \ \ \ \� DB. 4967, PG. 722 ' / i � C' ` ` \ \ \ \ ` ` \ � \ � ` � �1 i�'E \ \ \ \ ` \ \ / ZONED.' R2 CONC. WALL ON ` \ ` ` \ \ \ \ ` \ ` ` \� \ \� \ 6- \ \ \\ \ \\ 1.3' W 3' (W) DOOR C /\ \ \ \ \ \ \ \ \ \ ` ` \ \ ` \ 'G 3' (WJ DOOR ( 1 \ \ \ \ \ S \ \ \ \ \ E8 Qt1N FFE=693.45' \ ` \ ` \ \ ` \ Q \ \ \ \ y\ \ \ y FFE=693.41' /CAN/ t"Y , COLUMN (THRESHOLD) \ \ \ \ \ \ \ \ \ \ \ \ I / - /' J G' 1.0' 0 TYR (THRESHOLDI \ ' COLUMN ` \ \ \ ` \ \ ` \ \ \ 68 \ \ ` \ ` \ u\ \ \ \`\ \ I MHS / \� i \ MHS i I h / roP=68�.96' / /\ GO ' 7.0' 0 TYP. \ ` \ *0 \ ` \ \ 6'<p�. \ ` \ ` \ \ \ \ m ` \ �s ` \ \ \ \ \ \ \ I m TOP=676.13' / / 3' (W) DOOR O \ \ �\ 73 \\ \ \ \ \ \ \ \ \ I INV. OG=673.74' PVC-LAT / (BREEZEWAY) 3'(W) \ \ \ \ / \ \ \ \ INV. OUT=6858"PVC / INV /1N=673.44' 8':PVC (/NWJ / DOOR \ \ ` \ \ \ \ \ I p \ \ \ 8"PVC \ \ ` \ INV OUT=66563' 8"PVC 2 \ ` \ NV=s7s.6a' \ \ I SCALEI "=20' / J0 / l�V OUT=673.20'8"PVC / <'Q ` \ \ \ \ \ \ \\ I I I \ 20' \ 40' 3' (W) DOOR \I�3'(W) DOOR \ \ ®® CONC I FFE=69345' I 3'(W1 I DO CONC.TOP�9L'WEfi,QEWP=69283' (THRESHOLD) FFE=681.OJR \.H (THRESHOLD) OT=68989' BOT=68990' (BSMT36 ZQN YARD \ l l \ \ \ \ \ 2 \ \ I h O I \ VMDO VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com • TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • bemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 VH OF r� Bryan D. Cichocki 'Z Lie. No. 53741 ONAL N5873 Checked By B. CICHOCKI Designed By K. ROESER Drawn By K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 EXISTING CONDITIONS C2ml '1*1 IL1HD \ I °w vi /. / - �\ CONC. `\ \\ \ `\ \ ` \ \ ` \ \\ \ \\ \ \ \ \ \\ y\ \\\\\ \ I . ..- i - / /� - - ��YANTER \ \ \ \ ` ` � \\ 'G \ \ \ \ \ \ \ \ \ " TOF'=6191, 3 I MANHOLE P P. TO BE REL'O / / _ Pj0\T�CT BENCH ` - CONC STEPS , / \ ` \ \ ` \ ` \ ' \ \ bs \ \ \ \ \ \ \ \ \ \ \\\ �h a ��J INV. lN= 83.�6'15":RCR (N): I I I',','.'.Al7JUSTED P R'FINAL• LIGHT'POLE r ' ' ( / AND LANESCAPING -692- \ 2TREAQ$. 7 CANOPY \\ \ \ \ \ \ \ \ \ ` \ \ \ \ \ \\ 6 N - - _ . I PLAN INV. IN 6 3.:40' 11'°HD .E:.(Y G N \ P RA4 G \ \ \ \ / / / \ - AWCUT , \ \ \ \ \ \ \ \ \ \ INV N 684.:13'4"(BLD):: / I I ....- .,. r ..- -•a , .. �'... ��,�• •.- � � � SAWCUJ \ s,y��••�� � \ \ ` • \ \ � ` � , - \ \ �\ \ \ \ \ \ \ \ \ \ J . /.'.'. / v CONC. ) ' _ \V, ® \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ` - _ \ 1 \ \ \ \ \ \\\ \� / \ INV. O 683:40' 1 , *RAF' . CONC., ' \ \ l y /. .11.'I.'.'.' I \ i7 1 \ 18"DE6, t \ ` \ \ \ \ \ \ \ �\ �WQOD PED. o \ \ \ \ \ \� \ \ \ \ \ \ - �' \ \ \ \ / .% \ \ \ 1 .. \ o i \ \ / , \'.'. REMOVEASPHAC ' •,il. . H // \ � / / - Cp ` \ / \ \ \ \ \ \ \ ` \ \ � � \ REMa �BR/DqE \ \\ - \ \ \ \ \ \ \ \\ \ \\ / / % .s .;LIF, •.�'. / / / - 3' W DOOR tic \ \ \ \ \ \ \ ( \ 1 1 �.", .'...'.I� / i / DOOR \ \ \ \ BRIDE \ \ ..�•.'.'..•.••....'.'.'. / FFE=693.45' V v `v vv A v v v v \ Zbs \ `\ \ \ \ \ \ �\� \ I \ . / FFE=693.41' \ \ \ \ \ \ \ \ � - \ \ Q \ \ \ \ \ �\ \ \ \ \ I \ . '. - _ CAN(J�Y / COLUMN (THRESHOLD) \ \ - - /(TYPJ (THRESHOLD) \ \ \ \ \ \ \ \ \ . .RELOCATE ' . / /j � . %/. 11, , MHS / �\ . 1.0' H TYR \ \ \ \ ♦ \ \ \ \ \ \ \ \ \ `v\\\ \ \�'\ I / COLUMN \ \ \ \ \ \ \ \ \/ ` \� \ ��r7 \ ` \ � `�\ \ \ \ \ \ \ V\\ \ `\ MHS l TOP=B86.96' /\ 0 1.0'0TYP. ` \ \ •69 \ \ \ \ G8 \ \ \ \ \ \\ I m LIGHT POLE'• >�' ' / 3'(W)DOOR o s \ \ \ \�.^\ m \\ \ \ s \ \ \ \ \ \ TOP=67665 REMOVE PORTION I'.'•'•�'• _ ' ' ' i.'/... ' � .1 NV l� 673.74' PVC / 3'(w) \ \ \ \ \ ` \ ` \ \��i` \ A \ INV. IN=665.85'8"PVC / - 69p � ' . ' f,'. * • • INV./1N=673.44'8':PVC NW / REMOVE CONCRETE DooR \ \ •PORTIOrTOF SANITARY \ \ \ (\ c \ \ 6^Pvc \ \� \ \ \ \ \ \ \ \ \ \\\\ \ \I \ I \ OF 15" RCP % . • R • ,' ) \ \ I \ \ INV=676.84' \ \ ` \ \ \ \ \ I INV OUT=665.63'8"PVC ( ...:...•••,•,••'.'.'.�'.�?' /.'•',��, I .............. VOUT=673.i(1'8"PVC / WITHIN BREEZEWAY c, \ \ \SEWER�INETOBE \ \ \ \/ \ \ \ \\ \ \ \ \ \ \ \\ I I 1.�:.... >. / / plc \ ` \RELOCATED (S�E ARCH \ \ \\ 12.OkG \ \ \ \ \ \ \ \ \ ` ` \ 26 \ \ ` \ \ \ I I I I I I I I \ /, REMOVE SD INLET I I _ l �bs\I I / \ - \ \ \ PLANS) \ EXIST. CONC. \ \ � \ \ \ \ \ s\ \ \\ \\ \ � / - 4 - ��. ' A I I .� . REMOVE/ / MANHOLE TOP TO BE - ' \ \ \ \ \ \ REMAIN \ \ \ \ \ \ ` \ \ \ \ \ \ \ \ \ 11 I II{ I 1 II III I� II \ SD INLET (GRATE) ^� , � . , / . /)* ADJUSTED PER FINAL III ^ \ \ \ ( \ \ \ \ \ \\\ \ 8 \ \\ II I1 I III I TOP=689.00' I - _ ,�' II CONCRETE / CONC. < \ J ® \ \ j I I I - _ \ \ \ �\\ \ \ \ \ \\ I I III V �I1 GRADING PLAN s 3'(w)DooR \ \ \ ® I \ \ �\ \ \ INV. OUT-685.00'15"RCP I ' SIDEWALK / 3'(GRADI I ,ys t \ \ N. \ 1 J I I I I i .U,Gl - . .*. . / ( FFE=693.46' coNc. , - - \ / CONC. FFE=693-45' \ \ \ 3'(w)DOOR \ \ \ \. \ \\ \ I I Y I I I I I i i' / &"QEWP-69283' (THRESHOLD) I FFE=681.36' MECI-I\. 1 \ \ \ \ \ I o I I I Q I (THRESHOLD) / / T°P esT'eF}Ey \ ` `� ET SEE SET C ` o �I I m - '. .\. ..'. .f .�. 90T-689. 89' SOT=68990' \ I (BSMT) YARD � \ \ \ \ I CD I \ 1• � I .M... .....I ....;WK. 1� J1I i'.M;. m m m m m m `I• M ,ice m m m m m m m 1• 1• 1• m � �\ `� " \M\M M \ M M M 1#ii°4*'1�I' m m m\m m m I r . '/.. ./,. /. II I TOP69284' \ 6„0 \ \ \ \ \\ \ \ \ `\ I\ 1 l \\\ \\ \\ \ F I' / , I.q BOY=6sa y REMOVEIRELOCATE FFE=693.42'L1 ® ® REMOVE � \ \ \ \ REMOVE SIGN AOJUST,ELEC.' . ' S . . ' ' ' ' NLET(TYP) b 0 H WOOD \ \ i \ \ \ t .'. •VAULT'LIP.TO1/*.1••',',.. 6'(W)DBL.DOOR TOP=sszsz (2)HYACON HVAC&CONCRETE PADS FFE=704.2TLz \ \ srEP�s \\ STEPS&i�AIL\ \\ \ \ \ \ \ \\\\,\\ \ \\ \ \ \ AND ISLAND . . . 6"DES - 1 I / MATCH FINA1L - FFE=693.44' Q B0T=690.50' \ CONC. PAD ✓ REMOVE STAIRS \ \ \ \ ` \ \ I • • 3' (W) DOOR CONC. O 6' (W) DBL. DOOR I \ \ \ \ \ CONC. FFE=693.43' (SEE ARCH PLANS) Co�\�C. WALL \ ` \ \ \ \ \ \ \ \ 1 1 \ \ \ \ \ , \ \ REMOVE CONCRE E I �.'... ..' • \ • •7 .\ '. oai(uvj \ \ \ \ \ \ \ \ \ \� 26 ` II \ \ \\ \ 11 I '/ •.. �.,_� _ FFE=693.43' \ \ \ \ \ \ \ \ \ \ \ \\ S \ 1 \ \\ \ \ \ CURB (TY .) .DBL. DOOR Y(W) DOOR _ \ \ \ 1 \ , coNc EXT REMO\%E \ \ \ \ \ \\\ \ \ 1 \ \ \ \ \ \\\\ u . / -- UGP-- �'\ (GROUND) 6'(W)DBL. DOOR (GROUND) FFE=693.43' RELOCATE / I \ \ \ \ \ \ I \ / . ADJUST INLET TOP PER FINAL GRADES PLANTER(TYP) STAIR WALL \ y \I \ \ C\ / - - LEVEL 1 FFE=693.40' LEVEL 1 ELECTRIC BOX I ` \ \ \ \ \ \ \ \ 1 1 \ \ \\\ \ \ I p.4 .� � SDINLET BLD LINE BLD LINE - - - - _ - ` \ \ \ \ \ \ \ \ \ \ \' �\ \ I\ 1 \ \ \ \ \\\\ \ � 1 - 1 St3NYLO TOP=69L85• 6'(W)DBL. DOOR \\ \ \ \ \ \ \ / �' _ INV OUT=68730' 12"HOPE FFE=693.43' _ \ \ \ \ \ 1 \ \\\ BACk-FLIDW, 6' (WJ DBL. DOOR - _ \ \ \ \ \ 1 \ \ \ \ APPROXIMATE LOC I \ / i I - - - - _ _ \ \ \ \ \ \ \\ \\ \ 11 \ \\\ \ / / P91 - PROTECT COOLING TOWER AND TRANSFORMER DURING CONSTRUCTION. COOLING FFE=s93.43' 3' (w) DOOR (3y10"DEC - - - - _ _ \ \ i EX COMM SKETCHED \ / N / _ ELEC/ _ \ \ \ \ _ / t COOUNc FFE=693.62' _ - \ \ \ \ ,-\ - \ \ \ 1 \ \ 1 . _ 4�= TOWER ON TOWER TO BE REMOVED ONCE GEOTHERMAL SYSTEM IS INSTALLED AND ONLINE. \ \ \\ \ \ \ \ \ \ \ \ 6, . \ 6. I- - _ \ -) \ \\ \ IN BASED ON BEST \ / - l9ET - _ CONC PAD RELOCATE I'L' , \ \ \ \ 'z \ i s - - \ \ "I \ / / g5 REFER TO ARCH/MEP PLANS FOR ADDITIONAL DETAILS. TMP 56-64E R44 \'.'. ....... I•I I'I.'I,'I.'.'.'. \ I \ \ \\ \ �\ \ \ \ I I ,\\ \ X AVAILABLE DATA � _ I rn. - \ I r - ' APPROX. LOC FIRE AND DOMESTIC WATER LINES TO BE REMOVED AND REPLACED AS COUNTY SCHOOL BOARD OF DOWNSPOUT (SEE FENCE ' ' ' \ \ \ I I \ - Am \ g^ \\ \ \ APPRR/�XL -EX-FI _ _ .� . . . /.'. . . . . I. 1 \ \ \ � -� \ \ \ \ - sAN \ ADJUST WATER VAULTS, / -i , .".' I 7 � - - - _ _ � NECESSARY TO ALLOW FOR KITCHEN ADDITION CONSTRUCTION. CONTRACTOR SHALL ALBEMARLE COUNTY, VIRGINIA ARCH PLANS) of .... • • I I 1 1 \ \ \\ z, \ \ \ \ y\'11,, I I �\ BACKFLOW PREVENTER, S /5 1 �.'. /(zl wrR I/ / ' / - - ' O COORDINATE WITH SCHOOL TO ENSURE SERVICE IS MAINTAINED WHILE SCHOOL IS IN USE DB. 1044, PG. 498 • ' • 1 I I 1 I I ` o m\ \ 1 ' \ �- , \ l 'VgU(.'T.$ - .AP1'R0� C.�X BOIA CONC. I I 1 I I \ \ \ \ 1 z- O \ \ \ HYDRANT AND PIV PER // / I/ '.'.'/ �� %p RELOCATE ROOF DRAIN. REFER TO ARCH/MEP PLANS DB. 1098, PG. 703 STAIRS ) ' ' OVE.BA LL... I 1 \ \ \ ` \ \ \ \ "- r \ Imo\ \ \ FINAL GRADING PLAN _ f/ / A Y / / / 6'(W)DBL DOOR ZONED.' RA RURAL AREAS w/RAIL L 1 \ \ °cy ` \ \ \ \ - r1 I \ / I .�. .' 5 /, / / FFE=702.33' 1 1 0 \ \ \ \\ \ I 1 \ ( ) . G' L$'AND. EUSETO.'.'. • w / 09 MULTI -LEVEL THE ,TEN TICABLE. LIGHT POLE I / I • ' • ' /� I I \\ I REMOVE CONCRETE PAD MASONRY, BLOCK& FRAME . • •/ I 1 \ \ \ \ \I \ \ \ \ \ \\ / � / / \ \ 1\ 1\ \ I r' /I .i.' �j , ( ) SCHOOL •1ATT .NE BAS TBALL•. 1 I I `m I I I \ \ \ \ \\ \ J /\ \ \ 1 1 TO REMAIN AF C. EXl TING REMOVE OIL TANK AND ASSOC. UTILITIES SEE NOTE oA(',' cOA I I \ \ \ I . \ \ \ / I % I /IJ - )•UN E/R �UE �lNE - (1407 CROZETAVENUE) ... �. ..•...,., .' 1 ' I 11 \\ \ \ \\ \ \\ \ 1\\\ / J/ // \\ \ \\\\\ I 1 L CROZET E S. I I I / \\\ I 1 \ REMOVE CONCRETE PAD 1 I I \ 9� / ' . / I I I \ 11, OBL. DOOR . 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EP J 1 I I I I \ APP�Q�. AREAS OU \ \ \ \ \\ {d ( ) o '` _ _ I I I I \ Ri EN i' PLANT WHIPS \ \ \ 5P I I I 'WA ER6/NE,' . . / - - - - - - - _ - - 10 -. - FFE=693.55' - J 1 \ I / \ 1 / / / / I I I ( KEI;CHE $ABED .I./. J . . DOOR �'� - - CONC- __ __ _ - �y'� _ _ - - _ I .GNA SAsEo. •. - WALL 1 I I 1 ` \ II 1 I '/.•... ...,. .,..<.,./ \ \ - CONCRETE ---__``_ I 1 I 7�,L\\ _ \ WALL 03- c � \\ / I I I I 1 \ \\\ \\ II � \\ \\ 11111\, , / \ 1.5'(W) -1 REMOVE \ \ REMOVEASHPALT/ I \ \ \ / I 1 \ \ s\� / Y r CONCRETE CONC. _ _ _ _ _ _ . 69 \ ) I I I ( \ \ ` \�� 1 I '1 1 1 \ \ EMOVE C N ETE I • . \ 1 \ CO/ STAIRS _ - o \ SPORT COURT I I I \ \ \ - ` I 1 / I I II ...k. RELOCATE (2) DUMPSTERS CONC. \ _ \ I \ 1 \ SIDE LK & URB � REMOVE WALL CONC.. m / SIDEWALK \ \ \ �� / / / I / \ 1 • I s / / I \ \ CONC. DIVERSION T ,\ 1 1 \ I/ R�u10 Ir .. I- - _ \ \ - - _ - REMOVE PORTION - 13 Pu _ I ` ` \ \ \ � / \ \ \ W/MHO a . 1 \ \ CONCRE�f / / / � \ I 94� j I / S I I Iol I ; y, S1. 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(IN)'698.%5 - _� --I- I _ _- - - - - - ^ ` \ I \ \ �- - \ EP m VARIABLE WIDTH POLE LINE I EASEMENT FOR VIRGINIA o \ / I / / _ - 1 - 1 \ \ ` I \ \ \ ELECTRIC POWER COMPANY / / / / I \ \ \ \ \ \.. \ �� \ / I( \ I I I (U' ���� DB. 1101•PG. 310 I // / ///� / -- _ I i O IqI \ EP \ \\ \ \\ \ -�\ \\ \\ \\ / I II `��� // \ \ �' �/� - // / / �'/\ I \ REMOVE \\ \ \ \wo \ \\ \\ \\ �� \\ \) I J /-/ ( I \ ' - \ SACUT STRIPING \ \ _ �\ \ ___ ____� ----I \ I l EP __---- \ \`� \ \ \ I\ I I I I / -\\\ � . i / ' � _ -' / - - -�� \ STOP BA \ -\\ \\ \\ c \ �1- / / / I ^_-_-5- - UFO- \ I I II - �- - - - _ - - I \ _ . � _ I - - - - - \T TO REMAIN \ \ \ I _ _ - I�I �OHP\y ��• \ O Z _ - --I� y- - - _ _ - EEP S3(OPF& _7 = = - - - - - - - - - - - - - - - - - - - - - - - - - - c.. \ \ I / /------J------ £FJRB _ O �- - \ I \ I I / / / _z--S -F \ ,UFO / _ _ \0-91r_ 711T'ANAG_EDj - _ ` \ \ � \ I / / / \ Y - \ -- _ - �- _ _ - ---- ` \I I � \ UFO 1 \\ I \11 \ \` T --- - �-. _ _ _ _ - - _-- --\ '�tr 0 11 -_ /I IJ I I I J / \ _v CONC. Si<VK_ 1 - - � /' • \�,// I�\ \ � � ` �. - - O�df/O - - - - - - _ - '_ - - _ - - _ - - EP \ \ \ \ \ ` \ I\ , \\ I/ O J J / I IJ // / l \/ I - - \-\ UFO / _ � �16 � �P� - - - - - - - -�� \ I / ! \ \ \ ® _ _ -\ \UFO �- / / / - OHP II \ �I _ -� _--_____-__- dA/O ♦\ I\ I\\ J I / /EP \ I \ \- -UFO---_-___ - � �// / 6HP VENUE ) - - - --- - _ _ (20ZET A / / I I ---- I` - - - , - \ dHp \\ UTE810" I / / CURB \ \ CFO- L- ---` � // �� OHP sAr� - - - s \ STA \ -� \ - - �o \ dHo TE R� (VAR.WIDTHGIR7 / / � / ♦\ \ \- \UFO=-__rt- ---_=r-�.� -� i / / �OHP GRAVEL D8. 1096,P / / / / EP _ \-UFO�T--__-__�_-- =� jam` \I �� / // OH ENTR. / MHS / / / C&G v r� _ _< � a p i EP / TOP=704.14' HO / / -4- \ �UF'1 _ __---� � \ I I I I OHP / / INV. IN=692.25'8"PVC \ �' / �/ _ - - --W- - V \ i -_ - - r- - - _ - _ \ I I I bHP /1 INV OUT=692.03' / / d 11 I 15I R _ -� •�` �- - _ c- v , / /-ttI 1 MHD LEGEND: D5� , � % EP I - c t � / / I I P=688.72' / 11 I -' I - - / h / INV. IN=685.26'18"HDPE / �- / / Cg I 1 �''''_ - - ; h �� i - _ _ - - �I I\ ` \ / 09 //OHP / SD CURB INLET W/ MHD INV. OUT=683.14' 18" HOPE 7,7,7:-:1: � - � _ �/� TOP=688.38' / \ I 1 - HO _ _ -•C - / _ - - - - - _ I I ) 1 \ \ \ \ / / OHP / / INV. IN=681.24' 18" HOPE \ I \ / ^ dH0 \ ' - - I I ^ � i \ ` / NOTES: � / INV. OUT=681.18' 18" HDPE REMOVE CONCRETE CONC. SWK / � - \ /FM \ \ �_ - - ti`; ` _ � - _d I � I 'I ' I I I oHp I / 1. PRIOR TO THE START OF DEMOLITION, CONTRACTOR SHALL VERIFY THE DEPTH AND LOCATION OF ALL UTILITY \ CEP - -' l � - . - - - .'. I � : , ` _ - - - - ° - / I I I I OHP -L / I / LINES, THAT ARE TO BE REMOVED OR RELOCATED, ADJACENT TO EXISTING SCHOOL BUILDING. CONTRACTOR REMOVE ASPHALT c&G �� ` _ - _ -- - - - SD CUk JNLF-IN/ T\ _ - - - _ - _ I I d� I / J SHALL NOTIFY THE ENGINEER UPON DISCOVERY OF ANY DISCREPANCY BETWEEN FIELD CONDITIONS AND S8 OVN / .L L- �� _ �~� - - - _ _ - - - - - fNv T-0a /�� s S" RCP \ - ' - - I 7 /I / 2. CONSTRUCTION DOCUMENTS. CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT SCHOOL PROPERTY TO INCLUDE BUT IS NOT ® REMOVE GRAVEL / �, , _ _ _-77 pur \ \ V - _ - _ \ � / ��� _ T y _- T : :. \' ` \ \ - - / / MHD LIMITED TO SIGNAGE, BENCHES AND OTHER EQUIPMENT. ITEMS THAT CAN BE MOVED SHALL BE RETURNED TO CONC. SINK _ _ ,_ .� - _ - - - _ _ _ -' - >> ` \ \ \ \ O \ / ' / TOP=6s5.r' OWNERSHIP FOR STORAGE DURING CONSTRUCTION. _ _ - - 710 _ o � \ \ \ \ _ - _ \ \ _ _ _ _ _ / - INV. 1N=691.71' 15" RCP 3. ALL SIGNS THAT ARE TO BE REMOVED SHALL BE RETURNED TO OWNERSHIP. MILL &OVERLAY _ _ - - - _ s - , -r - - � ' . - - - \ \ \, \ - - NV OUT=691.62' 76" HOPE 4. ALL MISCELLANEOUS EQUIPMENT NOTED TO BE RELOCATED SHALL BE RETURNED TO THE OWNER. CONTRACTOR _ _ -_--_ _ _ .: _ -_ - - �. _- _- _ _ I.- - - - - - - _ I. o a ti ° - SCALE 1 "=20' SHALL COORDINATE WITH OWNER ON FINAL LOCATION OF ALL NOTED EQUIPMENT. - - - - - _ - - - - - - - - - - _ '=' ? :-. - : - - 5. PRIOR TO THE REMOVAL THE UNDERGROUND FUEL TANK AND ASSOCIATED UTILITIES, CONTRACTOR SHALL REMOVE TREE - -_ - - - - _I. _ _ _� - - ° / STEEP SLOPES SD INLET (GRATE) PROVIDE A TEMPORARY ABOVE GROUND TANK FOR USE DURING THE WINTER MONTHS OF CONSTRUCTION. 0 20' 40' ' r _ �- : 09 _ _ I< (MANAGED) TOP=700.09' INV /N=694.04' 15"RCP UNDERGROUND TANK SHOULD BE REMOVED PRIOR TO THE START OF CONSTRUCTION OF THE KITCHEN q a INV. our=693.94' 15"RCP ADDITION. CONTRACTOR SHALL FOLLOW ALL REGULATIONS ASSOCIATED WITH THE REMOVAL AND DISPOSAL OF ------- SAW CUT �s�, THE UNDERGROUND FUEL TANK AND COORDINATE WITH ALL REGULATORY AGENCIES ACCORDINGLY. V M D O VMDO Architects 200 E Market Street Charlottesville. VA 22902 434.296.5684 vmdo.com • • 4 a 6 is • 0 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • bemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 Checked By Designed By Drawn By TH of � f� O Bryan D. Cichoclli 'Z U Lie. No. 53741 � `6 !I/1'S/7-.0 cw� O C SSIONAL'SY' N5873 B. CICHOCKI K. ROESER K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 DEMOLITION PLAN C2.2 `\ \ARMOR \ — \ ROCK I ROCKARM�R //� LEGEND: REMOVE CONCRETE REMOVE ASPHALT ® REMOVE GRAVEL MILL & OVERLAY REMOVE TREE -- SAW CUT / r.., (3) TENNIS COURTS (36' x 18) I I , \ \ \ I I I I I , I I I I / / / / I W \ ` I I I I I I / , / / I I I / / / / / / / , , , , , / � SCALE 1"=20' \ I I I � I w � I \ • I II ' I II ; I I I . ' / / ' / / / I / / ,/ / / / - / �y 0 20' 40' I GRAY LANE NOTES: PRIOR TO THE START OF DEMOLITION, CONTRACTOR SHALL VERIFY THE x DEPTH AND LOCATION OF ALL UTILITY LINES, THAT ARE TO BE REMOVED OR RELOCATED, ADJACENT TO NOTIFY THE ENGINEER UPON DISCOVERY BUILDING.ING SCHOOL SHALL COVERY OFF ANYDISCR DISCREPANCY BETWEEN FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS. 2. CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT SCHOOL PROPERTY TO INCLUDE BUT IS NOT LIMITED TO SIGNAGE, BENCHES AND L 1 I,,/ , r I I I I I I I , I r OTHER EQUIPMENT. ITEMS THAT CAN BE MOVED SHALL BE RETURNED TO . BLOCKRLITAINING / OWNERSHIP FOR STORAGE DURING CONSTRUCTION. / r wau1.0'dl^/J 3. ALL SIGNS THAT ARE TO BE REMOVED SHALL BE RETURNED TO OWNERSHIP. a:: I \ �� �� \ 1 I - - - _ _ - 4 _ � 4. ALL MISCELLANEOUS EQUIPMENT NOTED TO BE RELOCATED SHALL BE REMOVE FEN I I ` ' - , c I' : I I I I I 1 I j / / RETURNED TO THE OWNER. CONTRACTOR SHALL COORDINATE WITH OWNER I _ / \ \ I \ / I , / ON FINAL LOCATION OF ALL NOTED EQUIPMENT. / \ ' I ro 00 I\ ', \I 1 I I I I I �• \1 '�'C�F��I�I:I�I' � ' II \ � � � \� V I / � I 1 MHS TOP=670.43' / I I I I I'\ k \ I , \ I I I INV. 1N=662.9T 8"PVC (S) \ �HAIN-LINK I I I \ I I' ' ' J \ ' INV 1N=663.21' 8" PVC (W) \ I I FENCE I I I I I \ I, I. ; I :) \ m \ \ 1 I I I INV. OUT=662.78' 8" PVC O \ \ \ \ I III I I 1 STEEP SLOPES I II I 'I.� �\ \ \ `\ \\ 1 I I I I I MHS (MANAGED) TOP= ' Ch INV. 1N=663.56'8"PVC INV. OUT=663. 09' 8" PVC I REI OVEF,ENCE 1 I I I I I I 1 \ \ \ \ \ 11 1 N TMP 56-64E COUNTY SCHOOL BOARD OF ALBEMARLE COUNTY, VIRGINIA DB. 1044, PG. 498 DB. 1098, PG. 703 \ I I I \ \ \ 1 \ \ I \ \ I ZONED: RA (RURAL AREAS) \ \ 1 \ \ 1 \ I// ; I II I 'I 11 I ' ', I 'I ', \`� '\\ \ \\ 1 '\1\, 11'1 �I ul MHS / I I I `♦ \ \ 1 \\ \1' I 1 11 INV 1N7670.82'8"PVC 1I INV OUT=670.54' 8" PVC RELOCATE 1 I ---- GOAL X ELECTRIC PANEL / PROTECT — — — ` \ \l / EXISTING / - \ - _ - / \ \ \ \ TREES TO APPROX. TREE I , DRIPLINE (TYP.) MAL[�1 , ' / \ \/ \ \ \ ` \ 15"DEC \ I I I I I l 8-PEC / REMOVE / r / \ �\ \ rn \ \ \ \ \ �\ \ \` \ \ 1 m a� FETE t RELOCATE SHED. SE I I / 1 — _ _ _ — — — — — — v \ % \ \ \ \ 11 \ \ \ ` S7L�EPSL PEAS ,PRAT TT�XISYNG \ \ \ \ MANAG E� 8'x8' SHEET1L1.0 FOR NE1N \ REMOVE PLASTIC / \ _ - _ - I 2"DE l BORDER / \ ; -\ - - _ - TREES O RR'EMAN \ \ \ \ \ 9 \\ \ \ \ I SHED LOCATION I , / r 1 IC l SL Of ES — — — — — — — — — (M AGED) :: C ::. \ \ \ / 1 I / / 15" DEG ' 1 ♦�� — _ — \ \ \ \ \ \ \ e"DEG — � \ I 1 / MTL. � \ \ \ \ \ 8"DEC \\ \ \ I \ `S' \ \ \ \ \ BE MULCH (MANAGED) 1 \ MTL./\ . EP/� \ \ \ \I \ \\ 1 1 . I •.'RAC r — \ /! a / 1 } r � GAME PLAYAREA — � H \ \: / I I RDE�� / / j I/ 1 \ 1 \ I \ A.. , \ — — yP (SWINGS) 1 I 1 I \ \ \ RELOCATE n \ \ \ r . I ` I I / \ \— — \ / RELOCATE I - REMOV EXISTNG \ / I BENCH I Mrz. \ \ \ \ \ \ \\ \ a \ 15"D BENCH ro \ \ I�^ E \ / ADJUST AME RAG% BENCH— 1, 15"DEC \ / I BIORET$NTI N PACILI I MULCHPLAYAREA \ :.I:. . (: : •/: 1 1 \ I . • / I \ I \ CH IN-LK \ \ / I (SET W/SLIDES) (RAMP) . '• . ', . '• . ', / TO MA CH FINAI! \ \�\ EC \ PE 'C \ kR!wr?) GRADE / RELOCATE EQUIPMENT \ EQUIPMENT j, / (SEE LANDSCAPE PLANS \ \ \ \ _ PORDER TO REMAIN \ \ SWM BlO CO=686.7T 1 \ l RDER �/ l L — i:::.,::: :l' / I I• •, . I (C0=686.54' 1 \ \\ `W) ' ' ',I• •, ..', •... '( I \ i EQUIPMENT \ / 8„ \ I \ I\ \ \ \ \ \ 1 \ 'b \ \ \ \ \ \ \\ m _ _ .g, . . PLASTIC. ' . ' . ', . '.. / TO REMAIN \ / �\ \ \ \ \ \ \ lO D - RELOCATE ASPrtA'LT: ✓. '. . , ...BORaEk. REMOVE C.ULVERT'PIPJ \ \\ co ,/ I •.'•'�. I \ \ I MULCH STEEP SLOPES — ICI: I :: F :cp :/ , I' / I I I \ \ \ BENIGN /.... ... '•$y. ..... _/, . • ... • . •.ASPHAL.T . '• . ' I PLAYAREA (CRITICAL SLOPES) / f hR. \ \ \ \� / I ,/'.. '/. '/' . ' t (✓-GYM) \ I \ \ \ \ \ \ \ \ \ \ \ \ /;,. ./) 1 .1 ! , \ ) \ \ \ \ / �—�� .' j. .'.'.',r' •j \— PLASTIC\ BORDER l/. . � 33' (W) \ I \ \\ \ \ \ \ � � \ \ \ \ \ \ REMOVE( I / v. . •.1;.(:'.� / I co '.ROCK RMOR,'. l I — - \ 682 \ I \ \ \\ \ \ \ \ \\ \ I \ — � � � �-12" RCP — — ` t t I ....f� \ \ PLASTIC 10"DEC �— — , — _ — I REMOVE ROCK AR _R- — I REMOVE 6 \ N. • r INYV. =680.44' _ \ tl / \ 8 / P -7 - �_ _ RE OV�P�ASTIC BIORETENTION FACI SIGNS — \ x� BORDER /5 / \ BORDER _ \ / CP \ .CHB(N-LINK _ \ I I REMOVE \ \ `/ / N2=680.44' FENCE — _ _ — I \ FRB\ \ \ l ! REMOVE - ' .' ASPHALT( \ \Zd \\ \\ 20'SA TARP SEWER EASEMENT \ \ \ \ \ \\ \ \ \ \ \ / I — �_ ` — \ _ 1 \ \\ \\ FOR A�tARLE COUNTY \ \ \ \ \ \ \ \ \ \ X FEN _— i PATH SERVIC AUTI•IRITY(DPP. END ,�NOiFOUND / 1 \ \ \ \ \ i �5� INl'fOIOIi \02`---------- \ \ \ \ I EMO� SIG1V, \ / / rZEMOVEPORTION \ I L ••/ I I AND ISLAND L — — — flF 1�'-RCP \.,.. .,,'. \, •, i:. \ `� ���/'_ / i PLANTER \ I I I I W '.• — — -. G8 .� r /,ii� % . — — SONL`STEPS \ _ — — REMOVEbONCRET€l�'I�QIS . \�i,/� /.' ASPH. WALK,' i STREADS. ` - _ — �TE AND RAMPS \ \ \ `\ `\ \ I \ \ \ \TOP=676.38' RELOCATE �. . . . . . . \ ii i /, — 6RlSERB WiRAIL M ` \ ` \ \ ` \ \ \ `` \ \ \ \ \ \ / 1 (NV IN=668.15'8"PVC \ \ \ \ \ y`111 / / / I I ,I. 4 '. \'ii —P�/ / r/ I L 0 — �� \\ \�\ `\\\\\ \ / 1 \\\\ h \\V. UT=667.83'8"PVC LIGHT POLE ' ' `� / / 9 - / MATCH INE - SEESHEET\ ,2.0 IZfDEC TOP 6$9.33' j I I MANHOLE C P,TO'BE R) L'O PtR� T€CT BENCH /, ' - \�raN7ER . ' . / f� r CONIC. STEPS INV. IN=83. 6'15"'RGR(N): I II',',','.ADJUSTED,P R'FINAL '.LIGHT'POLE r' l i ANDLANQSCAPING —692—- 2TREACS, {` \ \ \ INV. 1N=6 3.:40' j2'"lt©PE: IN; : GRA4ING.PLAN f / - - _3-R19ERS _ / f CU INV N; 684.13'4"' (8LD) l ' I .. / SAWCUJ _ 91IVCZIT \ \ \ \ \ \ \ \ \ \ \ INV 0—683.4Q'1B'.RCP• I i/ CONC. 18-DE6. \ \ \\ \ \ `\ \ \\ \ \\` \ \\`_\ e OD PEO. / •> t \ WQ \ / \'.'....... • .,'.'.REMOVEASPHAC.. / i \ \ REM V�\` �"i' �• i / r / r 3' (W) DOOR \ \ \ \ BRIDD�� \ Q \ ' . \ . • . . ... / / .I . / '' FFE=693.45' \ \ \ \ \ \ \ \ ` \ \Zas\ \ \ . _ /CAN9�Y , FFE=693.41' (THRESHOLD) \ \ \ \ \ ( i i"C . •. _ — _ TYP COLUMN (THRESHOLD( / ) G 1.0'O TYP. COLUMN \ \ \ \ \ \ \ \ \ \ \ cA� \ \ ` �\ T\ \ \ \ \ \ u\ . \ \ MHS RELOCAT.E'.'.'.. —MHS / \ \ \ \ \ \ T \ \ 6 \ . ll I TOP=686.96' / /\ GG 1.0' O TYP. \ \ 6'� \ \ \ \ \ \ \ \ \ \ \\ I m I LIGHT,POLE'.'.'.... l',.i. / 3'(W)DOOR \ �o \ \ \ s \ \ \ \ \ \�°`\ A \\ \ \ s \ \ \ \ TOP=676.13' REMOVE PORTION I ',.` . _ '2' ' �• '%' NV.OG=673.74' PVC -LA / 3'(W) \ \ \ \ \ \ \ \ INV. IN=665.85'8"PVC '9O '.f,', '!. INV/IN=673.44'6':PVCNW / REMOVE CONCRETE 000R \ \ •PORTIOIAOF SAPTI�ARY \ \ \ (� \ \a"PVC jl`��\ \ \\\ I \ OF 15" RCP — % 4 ) \ \ I \ \ NV.=676.84' \ / \ \ \ \ \ NV. OUT=665.63'8"PVC /...'c V OUT=673.3 '8"PVC / WITHIN BREEZEWAY c \ \SEWS INE TO BE \ / \ \ 1 i �2c \ \ \ RELOCATED (S�E ARCH �\ 12'DEC REMOVE SD INLET PLANS) \ \ EXIST. CONIC. \ \ \ \ \ \ \ \ s \ \\ \ \ \ I I I IIII II \ k —1 X.j.` •� �y•. �/,r '�'..i• • . . I MANHOLE TOP TO BE — REMOVEI I PAD REMAIN ADJUSTED PER FINAL < ® TOP=689.00' CON RETE INV OUT=685.00'15"RCGRADING PLAN 3'()DOOR ® FFE=69345' 3'(w) DO (THRESHOLD) �4 (THRESHOLD) FFE=681.O36R MECH INLET =689,89' BOT= 8990 (BSMYARD 6\ \ \\ \j \ FFE=693.46' IW( ) yDEWALK CONIC. 3'(\\ GONG CONC. I \ \ 1Ic\p,Il 'III1IIIII I III I \ \ \ZQ V M D O VMDO Architects 200 E Market Street Charlottesville. VA 22902 434.296.5684 vmdo.com • • 41 4F is I TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • bemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 ZjTHH 0-P Bryan D. Cichoeld Lie. No. 53741 ONAL Checked By Designed By Drawn By B. CICHOCKI K. ROESER K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 DEMOLITION PLAN C23 ....... �4) a.� �� �R HANDRAILS CA PY ....... \ N V2" E DR (5) 6„ Tom..'.° • CONCRETE ACCESSIBLE / d \ \\ \ ' • / P / .'. CONIC. ° P DE Y \ \ ILS 4. ° . . •.'.ii CONIC. . 4° WI E IOW / / •e 1 / CONIC. WALL ANDRA 4" WIDE • . STRIP P-) WHITE / i l 3 fwJ 8„DEC \\ q \ \ \ \ \ STRIPE P. • / - / / CONC. WALL 3'(W)DOOR I I � ) � � d . 5- 3' (W) DOOR 1'3• (V✓) I FFE=693.45' � `r\ 10 � ° . • d• 8 • FFE=693.41' • CANOPY (THRESHOLD) (THRESHOLD) \ SANITARY �� A .d COLUMN � MHS �6 1.010 TYR COLUMN / �-c� SEWER U MHS I S TOP=689,96' 60 1.010 TYR \ m\ \ \ \ \ CONNECTION \ �� \ \ N\ TOP=676.13' D 1 / 3' (W) DOOR 2 '\ INV. IN=673.74' PVC-LAT 3' (WJ \ INV. IN=665.85' 8" PVC 0' / INV IN=673.44' 8" PVC (NW) DOOR \ \ \ \ INV OUT=66563' 8" PVC ADJUST CONE SECTION \ \ ' 1 B C1 \ INV OUT=673.20' 8" PVC COI \\ GEOTHERM L WELL SU �'LY D 9' 9' i � • / RE URN SER E LINES ° \tib OF MANHOLE TOP TO 2 \ 12"DEC / \ gas \ 1 (10) 4" GS/GR ( EOTHER L� 6f€S ,° :�. S� MOVE LID INTO THE PROPOSED CONCRETE SIDEWALK ( 8"MINIMUM OViR) / P� • ADJUST CONE SECRQN ENCLOSED /5 ° OF MANHOLE TOP TO CONIC. VESTIBULE \ \ \ \ \ \ \\ MOVE LID OUTSIDE OF ® ® ��l GATE THE PAVED AREA 3' (w) DOOR b b 3' (IN) DOOR (W) DOOR 5' \ U) z R40' FFE=693.46' coNc. ECH. • 6" DEC 6"D C (THRESHOLD) FFBSMT36' I ` ' ' I I '• .. ' i3+G12: (THRESHOLD) resMTl \ 2 \ MATCHLINE -SEE SHEET C4.1 • TEMP. ABOVE GROUND 01 WOOD SCREEN WALL \ \ I \ APPROX LOC. TEMP FUEL OIL LINES. RUN LINES A E e I ' ." ° • °' a TANK WITH CONTAINME 6"DEC 6 FT HEIGHT \ \ l GROUND (1MTH PROTECTION) AND MA E CONNECTIO 11 gF' e'21 EC. p < .J , (SEE NOTE #1) t b FFE=693.42' L 1 10 \ \ EXISTING BURIED LINES OUTSIDE BUIL ING. CONTRACT / ••. 6'(W) DBL. DOOR O SvLP FEE =704.2T L2 \ \ \ SHALL VERIFY LOCATION F EXISTING LIN °°' • FF -¢¢9 44' 6" DEC R40' (2) 6' & ' R (GEOTHER AL) P ING \ \ \ \ \ AD UST GATE �� d" , CONNECTION MECH CONIC. 0 O 6'(W)OBL. DOOR \ \ ADJUST VAULTS, i ( a ° • 3 r CONC. FFE=693.43' • \ is, ALVE PER / FF SANITARY z BACK -FLOW PREVENTER, m I o 6'(W) DBL. DOOR 3'(WJ DOOR \ \ \ \ a GRP ING PLAN OFF CONc. SEWER 1 HYDRANT AND PIV PER / UGP- �- APPROX. LOCATION OF EXIST. FIRE LINE CONNECTIOI�ROUN°) PLANTER(TYP) 6'(W)DBL. DOOR (GROUND) FFE=693.43' ® \\ \ \ \ / LEVEL 1 FFE=693.40' LEVEL 1 SERVICE FINAL GRADING PLAN p ' / CONTRACTOR PROTECT DURING CONSTRUCTION BLOLINE BLD LINE STAGE ASSEMBLY AREA PROPOSED \\ \ \ 6' (W) DBL. DOOR PROPOSED GENERATOR TO BE INSTALLED AFTER FFE=693.43' (TURN DOWN SLAB) MOVEMENT APPROXIMATELOCHED p'r g� l � U 6' (WJ DBL. DOOR / REMOVAL OF COOLING TOWER. FFE=ss3.43' 3'(w)DooR ADDITION EX COMM SKETCHED N ' ur Ir; FFE=693.62' \ \ IN BASED ON BEST 20 FT WIDE OVERHEAD AVAILABLE DATA / / TMP 56.64E SECTIONAL "GARAGE" DOOR - \ i f' CONTRACTOR TO PROTECT CLEANOUT AND ASSOCIATED UTILITY LINE x 24' I / COUNTY SCHOOL BOARD OF 2 6" RISERS A N / I CONTRACTOR TO FIELD VERIFY PRIOR TO CONSTRUCTION. ELEMENTARY DB. 1044, PG. 498 WITH CENTER HANDRAIL \ �Z m\ \ \ \ \ I / 8a APPPROX. LOCATION OF 1 " PVC DOMESTIC WATERLINE. ALBEMARLE COUNTY VIRGINIA z i • / RELOCATE AND PROTECT WATERLINE ACCORDINGLY. SCHOOL BUILDING DB. 1098, PG. 703 • 10d J PROPOSED 6' (W) DBL. DOOR ZONED: RA (RURAL AREAS) (TYP.) °' ° 20 ° (2)LAN LANDSCAPE RETAINING WALL I \ KITCHEN FFE=702.33' MULTI -LEVEL LANDSCAPE RETAINING WALL P. • (TYP.) I \ \ ADDITION APPROX. LOC PER ELECTRICAL PLAN. MASONRY, BLOCK& FRANic (2 FT HEIGHT) _ (2 FT HEIGHT) "NO PARKING ANY REFER TO ELEC. SITE PLAN FOR ROUTING, SCHOOL FACILITY 8 7" RISERS WITH I \ \ / SIZES, QUANTITIES, AND SECTIONS CROZET E.S. STORY STEPS 'COURTYARD () I \ TIME" SIGN 5 I A CENTER HANDRAIL vim. � (1407 CROZETAVENUE) (ASSEMBLY AREA) '. � I 8 7" RISERS WITH A g RAMP WITH HANDRAILS �URB 6'(W)DBL.DOOR d CONCRETE ACCESSIBLE \ \ EGA RAMP I FFE=702.35' 6' (W) DBL 6' (W) DBL. DOOR O ° , I ° DOOR FFE=7o4.32' CENTER HANDRAIL r' \ s'(wJ DBL DOOR RETAINING WALL (TYP-) 15'WIOTH UN ERGROUND `' ' ) IL iz ° ' ° WITH GATE 5FT TALL) y TO=678.66\ UTILITY EASEMEN FOR VIRGIN I / / I I LOADING DOCK (SEE ARCH. PLANS CONIC. STEPS FFE=704.30' d i ELECTRIC ROWER COMP NV / / R5, ° ) ADA LANDING 6 (4 FT HEIGHT) a .°e, / ) BLACK : a' L INV IN=664 93' 8' VC N) \ \ �. ° 2 TREADS, CANOPY ADA LANDING BLACK OMEGA FENCE PROPOSED INV. IV O 64 8T 8" VC W OB. 1101 P . 310 °° WITH 6" RISERS 3RlSERS / � � / I tOSPACE `' WITH HANDRAIL � n . � WITH GATE (5FT TALL) <! � CLASSROOM INV DUT 664.84' "PVC \ \ / / GREASE TRAP 'k ' ADDITION APPROX. AREAS OF \ (4) 6" RISERS Y(W) DOOR ° t' Y(Vv)DBL. WITH HANDRAILS •/ 8' a r _ - _ - - - _ _ _ FFF=,•� J' ° : a RECEN7G(.Y-PLANTED WHIPS / /gF / I ( � DOOR (3) 6" RISERS coac. II \ WITH HANDRAILS ° ° `a• WALL A. 5' : . ADA RAMP WITH HANDRAILS '1 I / / I ' g RETAINING WALL(TYP.)\ I CROSSWALK ° s�� '• \ . 3 6' X 5 DUMPSTFR STRIPING OUTDOOR SITTING AREA 6' ° 5' CONIC. h 3 e a P' n . , (3 FT HEIGHT) I\ \ O ENICLOS$IR (TYP.) (SEE ARCH. PLANS) d WALL CONC. 511A 10 -tom •-20. a A. . • 6 1 \ \ I" d /TOP=698.05' "aa a A. °. •d. • ° �. b b b b ° • RISERS Tfs�4t��' b I INV IN=680.35'8"PVC (2) 6„ `„ • 8 8"DEC 8"DI a j.... f' I I I 15 WITH HANDRAILS 8' 5.85' INV OUT-680.25' 8' PVC � / �' " .' .- ...+ ; ..... < . • , d • I ' �, � ` 1 I I I I 12 R3' O PARKING �� swl "NO PARKING FIRE LANE SIGN CG 12 NO PARKING FIRE LANE" SIGN • e 1 \ \ 13 FIRE LANE" SIGN CURB CONIC > EXIST. CURB CURB • • • 4 IJ Ir \ \ I I I I lAf a C 1• EP = EXIST. CURB EP •° 7 < I CURB - - - EXIST. CURB _ _ I RAMP • C -2 ' R5' PAINTED YELLOW CROSSWALK RAMP - - \ --�- _ � _"NO PARKING RAMP � CROSSWALK L \ \ I FIRE LANE CURB EXIST. FLAG POLE FIRE LANE"SIGN - - - - - p I STRIPING (TYP.) STRIPING (TYP.) ... (7) 6" RISERS I I IN PARKING ANY �� CURBSOP ROD NOT TO \ I I II .. w- - EXIST. CURB i vy - - -- - - -w- - -w WITH HANDRAILS TIME" SIGN 4 BE PL CED ON TOP OF (4) ADA PARKING SIGNS \ BOLLARD - (TYP.) WATE MAIN PAINTED YELLOW 6 RETAINING WALL WITH 1 \ \ 4.A \ I ) I I I R15' (2) ADA PARKING CG�,2 b b FIRE LANE CURB d SAFETY RAIL I _ _ UG 6" _. UGP - G 4" • -UGP $ I (3.5 FT HEIGHT) I 1 \ \ I N ' ' - UGP DD ° o.°-CG-1-p _UG -_,.—— •.. n 8„ b 8" b O b 8„ � b5' 5I 4" _ p I I II U w .. -UGP-- avtr� • ° a a �_ _ 8 8 I I x - CONIC. SWK - 5' _ • 2 - --- - --- ------ CONIC. SWK --- -- --- _ - ----- `\ ¢ I -- ----- - p N - ------ -- r--- -- __ _ ___- - -- -- -- --- --- ------ --- -- --- -- -- --- ----- p 12" 8" \ . • CG 2 a •1 ' •: G 2 . 5� CURB I \ \ -------- -- - ------ PAINTED D I .. I I I I N YELLOW a 0 b I FIRE LANE CURB 13 18' 1.8' ' 1 0 0 U •a 12" DEC . .. .. ... I I I II 24'.V.'�.ti .' ' BUILDING I I R4' R4' �. ...., ;....IF11 8'-1 CG2 .. RS,.... 8'y+-8' 8��9�. 2EPacEsl ° OVERHANG �� \ EXIST. CURB m ' , STOP SIGN AND EXIST. CURB R5, FJI +--+C�I�-+� U - vN C7 STOP BAR RESTRIPE EXISTING '- RESTRIPE EXISTING STEEP SLOPE s A` I I I I I U PARKING SPACES (6) CONIC. WHEELI (MANAGED) CROSSWALK PARKING SPACES Tm I I I . • PAINTED YELLOW STOPS STRIPING(TYP.)(6) CONC. WHEEL 4" WIDE WHITE m z RELOCATE POWER I \ z \ v¢ RELOCATE FIRE LANE CURB STOPS STRIPE (TYP.) STOP SIGN AND I I I I POWER LINE LINE AND TIE IN LIGHT 5 SPACES) 5 SPACES RELOCATED 2 sPAcesJ R5' PAINTED YELLOW t i R3' RT POLE SERVICE SCHOOL SIGN STOP BAR FIRE LANE CURB \ a g EXIST. CURB I 60' .` I I (TYP.) $ "NO PARKING �. I RELOCATE POWER 1 FIRE LANE" SIGN I ® 5 �`d 5 LINE AND TIE IN LIGH C7 t I I ..1 24' • PAINTED YELLOW U • .� �. I POLE SERVICE FIRE LANE CURB 6' d EPr I 1 : P I 26' I CURB 4" WIDE WHITE -URe 4" WIDE WHITE I IPE P: (TYP.) STR TYP. .. 18 ; I 1 �.. R5' - - - .............. .......... ...... ..... ................... ... .. ° .................. .......... ............ . ... ... ......'.. - --- IR 4 _ - - - j 13 ' 3c �.. ... 1 \ VEHICL�UJGR ATEINO PAKING KING ANYI SIGN 7 R10 CG-2 R3 ..'.'.....'... ..... ............ .. ' ' .. 0. CG 2 y . _ d • D TIME" R10' IORETE •ION TO BE CLOSED INGR' R5 R3' CONCRETEg' FfKCIL1I�� SIDEWALK SCHOOLOURS I U 4" WIDE WHITE (TYP — & OPEN DURING I I STRIPING (TYP.) U 24' g' U SPECIAL E ENTS ¢ x s Y � STOP SIGN AND D � TYP:.. • `'�I< Y 4 , I U . g' STOP BAR R56' CONTRACTOR $HALL I I I I Ll R5 �(TYP.) R R20' RZ R2' R20' 2 R5' P.) a . EMERGENCY ACCESS PROTECT EXIST. FlIBER I R10' CG 2 .. R10' 156 LF o LINE FROM DAMAGE I I O T.SEt ; CK' .. ...' 20' DURING CONSTRUCTION ) I ` R74' 13 7. F O 1.8 .' .. 18 ... a^ _ / O YIELD REINFORCED TURF (GRASSPAVE2 O� I m I I I I O CG-2 SIGN e •< ' CONTECH URBANGREEN R�ASTIC PAVERS) P I I I 4" WIDE WHITE I 1 Kell - 20'WATERLINEEASEMENT— '• 'i' •, e e • '•. .6 / I z I III I I oy STRIPE (TYP.) GP UUF 4" WIDE WHIZ E in ' I I 1 �A� EC 1 IC 7 UT PG. 28 „' R8' PAINTED YELLOW FIRE LANE CURB / 6 DEC 8"DEC ¢ r�� FOR ALBEMARLE COUNTY m 2 FIXED BOLLARDS I III I I - WITH D-RING TO / \ SERVICE AUTHORITY PG. 2Y I 6' STRIPE (TYP s"DEc 8, I 4" WIDE WHITE I I ATTACH GATE PAINTED Y LLOW FIRE LANE CURB w I �8 - _ • / _ / \o ( STRIPE � �APPROK TREE I I I I I 2T-8" VEHICLE GATE ' yq - ° PAVEMENT 12' DR/PLINE(TYP.) c (SEE SHEET C1.2) 8' DEC STRIPING 1Z - - - FHA I I I \ 8"DEC -UFO UF_ 12' 5' R20' - - - ® TIE TO _ - — - - I I I I 1 I 12' DEC / ` 4" WIDE WHITE CC ` EXISTING CURB— 10' R25' AYE. "NO P.A42KING ANY T CURB STRIPE 24' T1"E SIGN DRIPLINE (RYP) TRANSITION RP0 i 2 - _ _�� (3) REMOVABLE BOLLARDS R10' gPPROX• 750' TO ST. GEORGE bARIABLE WIDTH POLE LINE �— - _ _ _ FIXED BOLLARDS I EASEMENTFOR WITH D-RING TO I _ _ RD DR- DB, ILQTE (SEE SHEET C1.2) _ _ o TO BALLA ATTACH GATE I I De. 1 GA�BE OPEN DURING SCHOOL HOURS �_ _ _--- R2' EP APPROX• 900' - I I & CLOSED DURING SPECIAL EVENTS � I -- - I I RT 6"CLASS-52DIPtoo -___---- I \ TCURBTRANSITION - - --- ------------- I ______--- - MUTCD STD EP -UFO - I I I __ __ _ - — _ TURN ARROWS _ _ Z I -- \OH, I O TEEP SLOPES I EXIST. STOP BAR UFO EXIST. STOP ---_ -� o I (MANAGED) I i _ — .I. -� SIGN 3 —_ - -� CONC. SWK _ UFO _ LOCATE AND CONNECT TO I HO EP U- - _ UFO _ CRIOZETG WATERLINE ®HP� o _ _ _ I dHo R45' T AVENUE 0656 TO ST. GEORGE AVE'now UFO - - _ _ _ UFO _ oHP PING SLEEVE AND VALVE. �saN� - - �� _dHo 8 � CROZE AF _ OUTS CURB UFO OHP— STATE R (VAR. w1DTH Rmn _ — —UFO EP —UFO --_ OHP- - GRAVEL STOP SIGN AND E qVE• dHo pg, 1096. PG T 41 X 685' TO BALIp,RD DR. - _ _ _ _ _ OHP— ENTR. MHS STOP BAR _ T, GEORG _ _ _ _ _ _ _ _ _ _ EP TOP=704.14' PRO A/c, HO_ APPRO c&G /uFo�-___- — INV. IN=692.25' 8" PVC - 1 1 W - _ _ _ _ — OHP INV. OUT=692.03' d -� oHP LEGEND: EP ' -__ PPROX. 375' BALIpRD DR' - C&G 11 OHP CHIP OHP- ;• ., CONCRETE SIDEWALK � GRAVEL ROAD CONC. SWK dH0 — pHP HEAVY DUTY CONCRETE REINFORCED TURF - EP ;: d —OHP ~— c&G *TES: ��: : : : : : ::' :' : HEAVY DUTY ASPHALT BIORETENTION PLANTINGS 1. CONTRACTOR SHALL PROVIDE A TEMPORARY ABOVE GROUND OIL FUEL TANK WITH CONTAINMENT TO Eg 4bN SERVICE THE SCHOOL DURING THE WINTER MONTHS WHILE CONSTRUCTION IS ONGOING. REFER TO III CONIC. SWK AR H/MEP DRAWINGS FOR FURTHER DETAIL AND UTILITY ROUTING. �. C GS O U S U OU G .....�.. LIGHT DUTY ASPHALT P MULCH PLAY AREA 2. A KNOX BOX SHALL BE REQUIRED FOR THE PROPOSED BUILDING ADDITIONS. CONTRACTOR SHALL COORDINATE WITH THE FIRE MARSHAL'S OFFICE FOR FINAL LOCATION. 0 3. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL ASPHALT TO BE MILLED & OVERLAID F-1 STONE DUST a BE A FULL CUTOFF LUMINARE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM - . °F-1 - STEEP SLOPES ADJOINING RESIDENTIAL DISTRICTS. SEE SITE PHOTOMETRIC SHEETS FOR ADDITIONAL INFORMATION. SCALE 1" 20' (MANAGED) 4. BIORETENTION BASINS MAY NOT BE CONSTRUCTED UNTIL ALL CONTRIBUTING DRAINAGE AREAS ARE EEEEEEEq LLLA EXPOSED AGGREGATE E] GRAVEL FILTER STRIP o STABILIZED. BIORETENTION FACILITIES MUST BE CONSTRUCTED IN ACCORDANCE WITH WP0202000039 0 20' 40' a 5 r PLAN. V M D O VMDO Architects 200 E Market Street Charlottesville. VA 22902 434.296.56B4 vmdo.com TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. lbemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 TH of � f� O Bryan D. Cichcelri 'Z, Lie. No. 53741 O��`SSIONAL�S N5873 Checked By Designed By Drawn By B. CICHOCKI K. ROESER K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 LAYOUT & UTILITY PLAN C4n0 II I I I ► GRAVFrL LANE I ► CONNECT TO EXISTING I GRAVEL LANE PARKING SPACES TO BE USED DURING SPECIAL EVENTS ONLY. CAR ACCESS TO BE PROHIBITED FROM BUS ENTRANCE STEEP SL PE \(MANAG 4a WIDE\ YELL0 STIR E (TYP.)1- (3) TENNIS COURTS (36'x 18) U W 2 2 z U 4" WIDE WHITE _STRIPE (TYP.) - (4) BASKETBALL GOALS 10 FT RIM HEIGHT BASKETBALL COURT ISTRIPING 1 I 91 1 14' (TYP.) GOAL EXISTING SOCCER FIELD NOTES: 1. CONTRACTOR SHALL PROVIDE A TEMPORARY ABOVE GROI.)ND OIL FUEL TANK TO SERVICE THE SCHOOL DURING THE WINTER MONTHS WHILE CONSTRUCTION ISO GOING. REFER TO ARCH/MEP DRAWINGS FOR FURTHER DETAILS AND UTILITY ROUTING. 2. A KNOX BOX SHALL BE REQUIRED FOR THE PROPOSED BUI DING ADDITIONS. CONTRACTOR SHALL COORDINATE WITH THE FIRE MARSHAL'S OFFICE FOR FINA LOCATION. 3. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT MITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINARE AND SHALL BE ARRANGED O SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS. SEE SITE PHOTOMETR SHEETS FOR ADDITIONAL INFORMATION. 4. BIORETENTION BASINS MAY NOT BE CONSTRUCTED UNTIL ALL CONTRIBUTING DRAINAGE AREAS ARE STABILIZED. BIORETENTION FACILITIES MUST BE CONSTRUCTED IN ACCORDANCE WITH WP0202000039 PLAN. ' BLOCK RETAINING WALL 1.0'(W) I � � VJ \ V I IMP 56.64E I < COUNTY SCHOOL BOARD OF ALBEMARLE COUNTY, VIRG/NIA DB. 1044, PG. 498 o� DB. 1098, PG. 703 \ ZONED: RA (RURAL AREAS) e CRETE BIORETENTION (4) 6" C WITH HANDIRAIRLS FACILITY 3A \ A. RELOCATED MHS ° IRRIGATION TOP=677.62' d INV UT.82'8"PVC OUT=6\ a ELECTRICAL PANEL --- _ INV.70.54'8"PVC STEEPSLOPES - ► STRIPE (TYP.) 0 1 (CRITICAL SLOPES) - I► J 1 - - 36' 11.7 - - ! 1 12 �J `JO 4" WIDE YE DWIi IDE STRIP P.) II WHITE STRIPE (TYP.) 10 9 18'\ GEOTHERM L WELL SUPPLY AND 9' RE URN SERVICE LIMES (10) 4" GS/GR ( EOTHERMAL) €S ( 8" MINIMUMOR) �P i LJGP i i 1 1 1 1 1 LEGEND: CONCRETE SIDEWALK GRAVEL ROAD 0 HEAVY DUTY CONCRETE L::] REINFORCED TURF F7HEAVY DUTY ASPHALT BIORETENTION PLANTINGS ILI LIGHT DUTY ASPHALT MULCH PLAY AREA MP. ASPHALT TO BE MILLED & OVERLAID STONE DUST F7EXPOSED AGGREGATE GRAVEL FILTER STRIP I I 1 MHS TOP=670.43' INV lN=662.97'8- PVC (S) INV IN=663.21'8"PVC (W) ` INV OUT=662.78' 8" PVC R\ MHS Iv1 TOP=670.62' \ INV. IN=663.56' 8"PVC INV. 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Our=ss7838"Pvc RELOCATE CLEANOUT e O ��57y'7g.'� \ �` MATCHLINE - SEE SHEET C4.0 \ r . � � )♦ / j � � ' /�� 12,�� ° CON ' )♦ � � � � � ' ' �• � � � � � � � � )♦ ' � � � � � � )♦ � � � � � � � )♦ � � � � 4. (5) 6 CONCR E RISERS \ \ WITJi'HANDRAIL$ ,e y PLANTER e A CONCRETE ACCESSIBLE \ \ \ m / QN)C P WITIi�HANDRAILS CONC.CON(VO.)WALL 8"DECOO\ \ \ 4 / \ \ \\ \ CONC1.3'A(W) 3' (W) DOOR �Q / \ ?'6S \ \ \ n� 5' 3' (W) DOOR I FFE=693.45' O Y. n 8 FFE=693.4V SANITARY ° be CANOPY (THRESHOLD) \ L( (TYP) COLUMN (THRESHOLD) TARY \ \ \ S L-MHS O�0 1.010 TYP. COLUMN / Cc� $EWER -' MHS TOP=689.96' 0 3' W DOOR 1.o OTYP. \ m\ \ \ \ \ CONNECTION \ m TOP=676.13 INV. IN=673.74' PVC -LA T ( ) I 3'(W) / \ \ INV. IN=665.85'8"PVC INV IN=673.44'6" PVC (NW) DOOR \ \ \ INV. OUT=66563'8"PVC INV. OUT=673.20'8"PVC ADJUST CONE SECTION c J \ \ a \tib OF MANHOLE TOP TO OZ \ 2"DEC a° S MOVE LID INTO THE PROPOSED ° ADJUST CONE SECT-4QN CONCRETE SIDEWALK ENCLOSED OF MANHOLE TOP TO CONC. VESTIBULE MOVE LID OUTSIDE OF b GONG, 3' (W) DOOR ® ® GATE 5, \ THE PAVED AREA 3' (W) DOOR w FFE=693.45' 3' (W) DOOR ECH. \ U) 6 c e FFE=693.46' CONG y 6"DEC "D C (THRESHOLD) FFES. I I (3G-12 (THRESHOLD) ,a (esMnnT) .. � \ \ Zb \ \ \ I \ \ V M D O VMDO Architects 200 E Market Street Charlottesville. VA 22902 434.296.56B4 vmdo.com TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • bemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 Checked By Designed By Drawn By TH of � f� O Bryan D. Cichcelli 'Z, Lie. No. 53741 IONALC' N5873 B. CICHOCKI K. ROESER K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 LAYOUT & UTILITY PLAN C4n 1 DEC 114ND IORETEN IOIQ _ �� \ \ \ • 88y / / /B T JaE EXIST. PIP TO . - \ \ \ \ \ \ \ \ \ \ \ y\ ` \\ \ Tt)P=6$9.33'::-From / �_ \ \ ` \ \ \\ 2a \ \ \ \ \ - �ROV. INLE \ \ \ \ s \ R�PRAP OUTLE ROTECTIOt� Q INV. IN= 83 56' 15 "PCP (N). I I - , 21 ELEVATION = / \ \ \\ \ \ 0. AVG DIA. RI P \ \ \ \ \\\ (i I - - - - _ OQ/ - - - s9o�, �� 5 / - -'� f _ - TIE EXIST, PIPE TO PROP, INLET, ` ` \ \ \ \ \ . \ \ \\A / \ INV. 1N=6 3.40' 12 HDPE' W 68 �, -� \ \ INV. Nr 684.13'4"' B[.1) I + 0 CORTRACTORTo CONFIRM LOCATION O\F 6j \ \ \ CL S Al \ \ \ \ INV. O-683:40' 15" RCf? 6 / / ' . ' \ _ ® EXI3 E PRIOR TO CONSTRU\CTTIQN. \ \ - - \ \ WID H 1 = 4.5' \ \ \ \ \ 7 _ 6T9 \ WIDTkl 2 6 1' \ 8„DEG LFtNGTH H 0' 231 / \ \ ` \ \` \ �^ \68.�\ \ \ \2 DE TIE EXIST. PIPE TO \ \\ \ \\ `\\ \\ \\ \ `� 2pb \ `�\ \ `\ �\Q \ \ \ \\ / _ PROP. MANHOLE. .' \ ` \ ` `'^\ \z\ \ \ \\\ \a\\ \ \ / / i \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ u \ \ \ \ 691 / CONTRACTOR TO - \ \ \s \ \ \ o \ \ \ \ \ \\ \ I m \ \ \ \ T \ \ s \ \ \ \ \ I c CONFIRM LOCATION EMERGENCY ` \ \ \ 690 \ \ \ \ \ 8s ` \ �\ ` \ \ \ m \ \ OF EXIST. PIPE PRIOR \ \ \ \ \ ( \ \ \ \ \ OVERFLOW DRAIN \ \ \ \ d \ I \ INV= s7 \ TO CONSTRUCTION. \ \ \/ \ \ \ \ \ \ \ \ \ I \ I 232 ✓ J 11 /- 6g2 / TO DAYLIGHT \ ` \ \ \ 0 2 \ \ \ I I 1 I I , TOWARDS \ TIESXIS'.OF \ \ \ a \ \ G s / ADJUST CONE SECTION PLAYGROUND 1 \ \ P12 \ \ \ \ \`�� \ \ s\ \ \\ \\ \ I II II II IJ II I \ / � , \ \ \LEAD R TO E VIA AN I I PUMPED i / / \/ OF MANHOLE TOP TO OD \ "INS RTA—TEE" \ \ \ ` \ \ \ ALIGN THE FRAME AND -_- \ \ r I � / \ \ \ I I I \ \ \ DI HARGE OF \ / - l/ 5 / , COVER WITHIN THE < \ \ \ \ \ \ \ \ \ IN ENTAIL u' / I \ ® \ ® I STORM T R P / 69 CONCRETE SIDEWAL q \ \ \ \ \ \ \ \ \ \ \ \ \ \\ I I 111 I \ 5 / I t 1 \ I I I I 3�-693�r ADJUST INTERNAL _ ' \ \ \ \ \ THAT 69 - - - ' ` I STEPS ACCORD. LY. ,- / - \ OP�89�'WEC _6 q P=692.83' Er4TER VA l 4 9or=689.89' oT=68s9o' \ \ \ \ \ TCHLI SEES C \ \ 1 Pot I I \ 1♦ 1♦ I� ,i♦ .. �' /1♦ 1♦ 1♦ 1♦ i1♦ 1♦ 1♦ 1♦ 1♦ 1♦ 1♦ no \� 'b �mI \ M\\ r I / ' A 6"OEC v-- v v \A AV A i / TOP560..84' I _ BOY=690.45' \ _EC 0� q INLET (TYP) 'Nno` \ q ® _ \ \6g0 \ \ `\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ 6"DE&' O O TOP=ss2.82' \ I \\ \\ \ \ \ \ \ BOT=690.50' \ \ \ \ \ \ I \ \ \ \ s s UGP- ADJUST INLET TOP PER SPOT ELEVATION PLAN -' 1_ / \ \ \ \ ` \ \ \ \ \ \ \ \ \\ \ \ \\\\\ \ \ \ \I II \ \ \\\\\ N ��/ / - - -_ SD INLET - / I `�\ \\ \ J PROPOSED _ _ _ _ _ _ \ \ \ \ 1'0 NYLO TOP=691.85' - MOVEMENT I \ - (p I �. INV OUT=68730' 12"HDPE - - 4!' SOLIQ HOPE TO APPROXIMATELOC / ADDITION \ \ \ \\\ \ \! \\ EX COMM SKETCHED v, - - > @ \ / ELE TRENCH DRAIa - - - - _ \ \ \ \ \ \ \ 1 IN BASED ON BEST +_ FFEs 93.42 \ \ \ \ \ ` �u \ s -U / / \ \\ b l AVAILABLE DATA 1 �/ _ TMP56-64E \ \' 1 \ \\ \ �� - /\ \ \ �II I \\\ \ X _ - COUNTY SCHOOL BOARD OF s N \ - 6' - - _ EXISTING CROZET / \ ` m \ \ \ Sd / 69 z 9G /' _ - - _ ALBEMARLE COUNTY, VIRGINIA 4 SOLID HOPE TO \ \ \ s ELEMENTARY I I 1( \I I I 1 \ \ \ o \ \_ \ \ 1 I \ a- / DB. 1044, PG. 498 TRENCH DRAIN m co\ SCHOOL BUILDING DB. 1098, PG. 703 8" ACO K200 TRENCH DRAIN n— PROPOSED ZONED: RA (RURAL AREAS) (ADA RATED GRATE) It 1_ I 1 I \ p \ \ \ I 1 6 _ _ KITCHEN <\ \I \ \ \I \ \ \ \ / / / T r. \ I 1 9j / ADDITION I \ \ \ , \ /\ 4" HOPE 1 1 \ \\ \\ \ 1 (1%SLOPE MIN.) 1 II \ \ (3FT COVER MIN.) Ib 1 1 \ \\ / 1 \\ \ 'I I FFEf 702. P. ( \ ' \ 6981 (rY ) 6" HDPE ROOF LEADER 2 FT � Y \ / COVER MIN) (1% SLOPE MIN). \ / UTILITY EASEMENIFOR VIRGIN / / l !r ' ' / / // / \ \ _ ` I 11 II I I \ \\ \\ \\ \\ 15'WIDTH UNDERGROUND l/ DOWNSPOUT 140 s9 1 II II I I \ 1\ 1 \ \ \ \ \ 1 1 \ I 1111\ ELECTRICIWWER COMPF}NY I 1 ,/ f / °,° ) TIE EXISTING 704 \' PROPOSED 1 I I I 1 OB 1101. P . 3f0 /l Z °°° - l J 1 I I 1 I I \ \ \ \ \ \ / I /l �lI ¢ DOWNSPOUT TO CLASSROOM \ I \ \ / / I 1n li \ ADDITION I I I \ \ \ \ I \ PROP. 4' PVC o o m - ' 1 \ APPl� .. AREAS O \ \ \ \ \ \ Oa t 4" SOLID HOPE TO TIE TO PI E VGA I I I I \ Rl' ,E yPLANT WHI coNc AN "INSERTA-TEE" / 1 1 \ \ \ 4 /I �03 - \ WALL _ -103 - _ \ \ 4" ACO KS100 TRENC/KDRAIItI r - 6g6, - - _ _ - - 9 ADA RATED GRATE , 703 ` 69 39 - \ o (4" SOLID HDPE i0) a I = \ WALL I - _ ` w� j� I 1I \ \ \ / - _ / \ STORM PIPE/137 / / I / , 1 r� \ W/MHD \ 1 1� 07 ---70f-_--2 I I -+-- - - `\ r // o �,- \\\\\ 1\\\ - -/ 1 / \ I � TOP=677.96' 1 I 11 I I I I I \ � 1 �8"OEC 8"OE \ , 4'HDPE:1 \\ _ LOF :68975 I 700 % I \ It i / L1 FOE: 693.42 I I I i i j i \s9j L — — — — — — -� — —1♦ — / — — — — — — — — — — — _ I — — — — — — 38 139 \ \ i ,I 102 I \ I \\ 11 \ \\\ \ 138 \ \ c \ . \ I s, li o t o 1 0 0� m w — \ \ \ II / CLEANOU m \ y TRAFFIC RATED 0 0 0 r w -�- -I w-® -W /t - \ I � \ CLEAPfOUT I � 1•- � w w-- \ \ \ � d \ \ \ \ \ \ IN TO STOR \ \ \ NTYA•) \ \ TYP. 1• - 1• / WITH INSERTATE� rn 1 \ ( ) / / co SD URB INL T W/GRATE I ! I I I 70t� 696.02' (F/L) l I \ \ \ I 1110 N .OUT-6 2 3T 15" RCP l \ -� — q_' / I \ \ \ \ \ \ �t 8,� b `� by �. ° __._/ r�\ 136\ 137 ! \ I , \ / c� —ucP = — dGe _ _ — — �� — — — _ ° — — �uc� �! uGP6 _ \ 1 0 \ \ \ \ I - - UGP UG 8 V A V 1 \ / X 40 � � \ 402 \ \ - - � LEO _ � 134 -_ 15"RCP / —� - --- ----- --- -- ---- -- -- -� - � \ \ \ 681 D \ 1\ \ \ \ \ \ \ \ I I IX 40T X 403 / 1 \ \ \ I \ DEc o rn \ \ \ 68\ \ \ \ I 1 T=687. 5' 15" R P O O � �� I r t �\ o �9 LV \\ \ a 48" MANHOLE DESIGNED - n " \ \ \\ o CP co 1 106 z \ a REPLAC INLET TOP WITH / I ) \ WITH STORMTECH SYSTEM \s CE L m o ^1 I I I VDOT MH-1 FRAME AND COVEW 00 07 ss9 BY ADS (TYP) \ \ m \ ho `\ I a \UNDER I o n \ FILTER iJUST TO FINAL GRADE. C \ \ \ o0 690 I I \ • \ \\ z/ \ , GRAVEL /��\j� 1 \ 1 \ D f ca h \ \ STRIP ,1 / // I \ - - - �-�P) S1rVM #1 STORMTECH ARCH P�E I I I I \6$3 \ \ \ M \\ 132 I I I \ 1 \ \\ \ \ I / 69g 699 ' l \ \ DETENTION SYST ` \ / I 1 I 1 \ \ \ 1 ` TYP. \ \ \ \ \ \ \ / WITH ISOLATOR ROW 72" MANHOLE CO ROL \ \\BI STRUCTURE WITH WEIR WALL \ \ FON BAY 129 O II \ 'RIP � P n- ' N -GP KIP I WEIR I `\ STABILIZATy \ \\ \ WALL / 1 8 \\ 0 \ ` ON\TOP\QF 700 150 149 I / 1 \ d pA P. SETBAC:e6n\ 1 p \ \ �� ` BIORETENT\O A I \ \ \ \ I I CJ I 2 �� _ _ BIORETENTJON BOTI\ M \ \ cp \ \ \\ \ \ \\ Ix JUN 147 om co / ELEVATION = 680�0 \ \ \ \ \ \ \ \ \ \ \ / 0 — 7 ' O T SET ACK / / I I 153 702- - _ - - - - - - - - - \ \ - - - - - - - \ / \ -- - I I _ O / / ' / \' / ' / //I� m \ I - - 703- - _ / t\O / - / ' ' I A 681.5E - - _ - - - - - - \O'er \ - - - - - - - - - — _ \20' WATE' MARL ASEME/ Y 1 I '' - - / / _ ' / / / / , � i ' I / � / � � ' � � / \ 8„ D�C / 1 \\ OPP. END NOT FND_ _ I 'I _ - g , , INV-661.56 / II - \ FOR ALITEMARLE COUNTY P , °+' i / 68 I t \ `�� SERVICE AUTHORITY / _ _ _ / ' i , 8"DES' , DB. \1163, PG. 28 / \ - / / ' - ' - I - _ _ - - 146 / _ _ _ _ _ '�6i C ' x F„DEC / / 501 CL II ] \ \ O ♦ / / - , 7A RCX TREE --- 703 / / , \) YO J -- / ----- --_- �6g5 ORIPLINE(TYP)_' - = - _ ------ I I \ 8"DEC 1 UFO - - - - / i / - - - / _ _ _ - L - _ _ - - - _ _ - - - _ _ - -.- - _ _ - / I �` UFO — I / i 15" CMP / / �- j 12"DEC / - - - - - - \ / I / / oo / I r-WI�(otrj=ss4s1_ - / �_ f� _ - _ - - _ _�"_ - - _ __ - - - - - - - - - _ 0� _ RAP UTLET PROTECTION _ \ _ �j - — - ---__ ---__ o / / I 154 rn , - - _ _ _ - - - - - - _ _ \ 0.5' AVG DIA. RIPRAP / 1 APPROX. TREE � / � ' I l i-- \ \ \ \ CLASS AI I \ / / I DR/PL/NE (TYP.) / / 15" ¢MP / co / - _ . fi - - - \ \ \ VARIABLE WIDTH POLE LINE ✓ - _ - -I- \ 704- INV (rN)=@98.Q5 - EASEMENT FOR VIRGIN/A o \ / / ! , , 15 CMP _- \ \ - ` - \ \ ELECTRIC POWER COMPANY / _ _ \ \ \ \ �`� ` \ = 11.25' I � D8. 1101, PG. 310 / , I I LENGTH = 10.0 I / jr /i' .\\ \\ \\ I0 DEPTH=1.0' \\ i r� ��_ i i' / / /�-/ \ \ '� \ \ 1 \ \—\ I III , I I I I 705 504 � '\ \ \ \ Iowa\ —UFO_ \ \ \ I / / 1 __-_-___---- 5-\�` -rEP SDI or- _ - - - - - - - - - - - - - - - - - - ----=====r-,,==5 -� \ UFO rn ~ ANAGEDJ. _ - - - - - - - - \ \ I \ 1 / / / / �- v \ _ __Ur O' i— - mom I_ - ___ ---- /� UFO ...... 0h �p� � I _ � _ _ 05 _ \ \ \ \ I / / I \ \ ® \ UFO � � OHP , _dHo RIPRAP OUTLET PROTECTION \ \ I \\ / r / \ ` \ _ \ -- —UFo_ - _ _ _ _ \ - \ / i UFO DIA. RIPRAP \ \\ 18 — i SAN CLASS AI UFO / WIDTH 2=9.25' dH0 \ \ HO\UF�_�-\�UPO-__=c-- �l �� —�- I / i ' OHP—OHP / / LENGTH = 8.0' - o / 0y' / / HD d I 11 I _ s- -- C , P 1 TIOP=688.72' /1 / 95"R —c � �— — / / off �I INV. lN=685.26' 18"HDPE /OHP / / SD CURB INLET W/MHD INV. OUT=683.14' 18" HDPE / I _ O _ ss- / - - _ - _ - - - - _ I 7 I \ \ / OHP / TOP=688.38' -� _ - INV. 1N=68L24' 18"HDPE i ^ ` \ OHP / / INV. OUT=681. 18' 18" HDPE _---------------- SD.CURl�'INLEIVV/ TE ` • - `/ ! ' ( ` / / r - _ TbP� lob '?Fir) -77 -Of/Tx-694. iL2" 5"'3CP MHD NN _ _ . �` •' _ - - �7� \ \ \ \ TOP=69577' 7�10 : � ; _ - _ \ \ _ - _ _ � � l t INV 1N=691.71' 15" RCP !NV OUT=691.62' 18" HDPE `.47/ SD INLET (GRATE) SCALE 1 "=20' STEEP SLOPES 09- - - - _ (MANAGED) TOP=700:09' r - - INV. IN=594.04' 15"RCP I INV. OUT=693.94' 15" RCP 0 20' 40'/ V M D O VMDO Architects 200 E Market Street Charlottesville. VA 22902 434.296.56B4 vmdo.com TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • liemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 Checked By Designed By Drawn By TH of � f� O Bryan D. Cichcelri 'Z, 11 No. 53 '41 �-1 0��`SSIONAL CGS N5873 B. CICHOCKI K. ROESER K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN 8 WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 GRADING & DRAINAGE PLAN C5n0 -ROCK ` \ ARMOR I I i V j\ ROCKARM�R Y/ r I 11 I I I TUJ I I 2 I I I I 1 I 1 1 _ I 1 I I \ 1 I I' x I I \ I 1 \ II I 00 0000 I \s I I 6,90 O 1Ln op 1 1 I I I I \\ 00 \ ♦ I I I 1 I I C7) I I r \ I � I I I I I`♦ I \\\ \� I I 11 ��O I I II I It \ 1 \ \ \ I I /o I I II I \\ \ \ I I / (0 I , 1 4" SOLID POPE TO a C"'' m TIE TO PIPE VIA AN I m ° W io BIORETENTION FACILITY 3A "INSORTA-TEE" \ \ \ \ WEIR r 309 I N'D If PLATE 10 ' I ` `1 co 0)a rn ° I 31 308 1 APPROX. TREE \ I I If If If If 66 I / BLOCKRt TAINING WALL 1.0' AW/ \ I' \'/ / NOTES: I:. 1. TOP OF THE 4" UNDERDRAIN WITH FILER SOCK LOCATED WITHIN THE PLAYGROUND EXTENTS TO BE INSTALLED BENEATH THE MULCH LAYER. CONTRACTOR TO PROVIDE POSITIVE DRAINAGE WITHIN UNDERDRAIN PIPE TOWARDS SOLID HOPE OUTFALL. 1 F:�:I:j:i:.: \JQj \ \ 1 I I O \ \ \ \ I I I I \ STEEP SLOPES I (MANAGED) U \ \ \ 1 1 l 1 \ I \\ I I I I I I \ \ \1 \ TMP 56-64E COUNTY SCHOOL BOARD OF ALBEMARLE COUNTY, V/RGINIA DB. 1044, PG. 498 DB. 1098, PG. 703 RIPRAP OUTLET PROTECTION \ I I I I I \ \ \ \\ \ \ \ 11 0 \ ZONED: RA (RURAL AREAS I \ \ I \ ( � I 0.5' AVG DIA. RIPRAP CLASS AI WIDTH 1 = 3.75' WIDTH 2 = 5.15' 4'� SOLID HOPE TO LENGTH = 7.0' TIL TO PIPE VIA AN DEPTH = 1.0 "IN8ERTA-TEE" 112 Q 1 "=20' \\ I 100 FOF 8WCMP� ��ff�II TION SYSTEM -4'LUNDERDRAIN \ \ STLLEP SL PE P 1 1 rs LOPE TO OUTLE , � \ W/ FILTER SfJCK (TYP.) � \ 12•DE _ - .- - _ , 1 \ \ \ ®` \\ \ \ 1 / CLEANOUT 4"\DRAIN(TYP.) LIN 3'LQPES6 ` \ Iz 31 8" DEC \ I \ 'SLOPES 0TR/NCH�4 (MANAGED) / AME 4" SOLIDI P 1 \ 3\ - I BIORETENTION BOTTOM 1 \ FORA GRATE) , / NC _ _ JI� " ELEVATION=683.50 15°p \ E� It: \ co 1 \ \ \ \ \ 1 1 I rn Ir 4 UNDERD IN i / UNDERDFi741N L \' \ 1 - - - - - - ER$ - - W/ FILTER I 1 t / ' \ 1 1-----' ,/'� I / 1` yPP-Li / (TYP.) `SOCP Wit` I r I I I \ (TYP.) I n (TYP.) \ 1 \ \ \ / \ \ 10"DEG'— STEEP SLOPES I I :.m/ / �, I ' \ \ \ r TIE EXIST. ST RM (CRITICAL SLOPES) — II i : `O, / ' / \ \ \ 1� Iy / I -�� -J / / `�� / 212 _ _ PIPE TO STRUCT E i // \/\ 1 (� i \\ I 'fI /'R8S 36"ACCESS RII$ WITH VDOTIMH-1 a ` \ �` ♦ \ `\ `\ \ \ `\ `\ \ \ \ \ — I FRAME AND GRAT _ - 1 ��`\ Z - - \ r - _ - - -- _ ��` ' - - r.O11-1 WRL—OUNTY / \ \ \ \ \ \\\ 1 \ / BI ' ON FACILITY 2C T 20' SA TARY SEWER EASEMENT q / / , \ ` I \ Asnc RIPRAP- / I r r \ S3ABI TION ON - 6` P OF C C. SLAB I I I I GABION 8 �� 688 §224 FORE 86. / / / 689 687 ( 5� �( ' /I 90 ODEN GUARD -7 691 If IHO:: IORETEN IOIQ 68g Y �9 l EXIST. PIP% TO - B TFTOM \PROP. INLET INV. lN= 63.$6' 15 .RGP (NJ I /. 21 ELEVATION = - INV. lNV 6 3.40! 1 13'©P(BLO) D— IN V O-68140' 15"RAP:. G9 \ 231 TIE EXIST. PIPE TO PROP. MANHOLE. 6g I I J 1 , CONTRACTOR TO Q'tt./ / ," CONFIRM LOCATION \ \ I g 6 _ OF EXIST. PIPE PRIOR lI I o _ —92 I / // / s9, , TO CONSTRUCTION. I 232 ✓ 2S` ADJUST CONE SECTION PUMPED _,y�/ / . ' OF MANHOLE TOP TO OD r 1 DI HARGE OF - _/ / ypY / ALIGN THE FRAME AND r � _- / IN ENTAL 1 — ` COVER WITHIN THE < I �/P/ / CONCRETE SIDEWALK b j STORMTHAT T \ / 1 6g3T693—f ADJUST INTERNAL _ �7w STEPS ACCORDI LY. , , roP 9L"ePE� &"q a=sszss' I I I TER VA l 4 _ ¢or=68s,as' 8( T=68990' I 1 1 1 1 I I I 1 \ \ \ 1 \ 1 I I I I I I I I I I I I I I EXISTING SOCCER FIELD ERVIC AUTHQRITY 68 \ ♦ 1 Ip \ \ I O�1 \ D .976. PG. 96 \ \ \ ` \ ♦ \ \ \\1 \ 1 , \ �6`664 �� \ �� a / � \ \ \ II \ 6'vC \ - - 687 3 \ \ \ ` \ I�os \ \ \ \ \ \ ` \ ` \ \ -A�Vo —6909\\\ \ \�� , ' O \ ` \ MATCH INE - SEESHEET�5.0 RPRAP OUTLE \ ROTECTIOt \ / TIE EXIST. RIPE TO RROP.yNLET 0. ' AVG DIA. RI P \ \ \ \ \ \ CONTRACTOR TO CONFIRM LOCA`iION OF CLLPP��SSSAI � � � � — \ \ ® EXIST -PIPE PRIb� TO CONSTRUCTlQN� ` \ ` \ - - 678 `\ \ \ WIDTH 1 = 4.5' \ \ �`\ `(ZYP.) /\ \ ` `\ \ \\ \ `\ \ \`\\ 67g `\ \�\ WIDT�2=6.1' \ ` \ MERGENCY \ \ \ 0\ ` INv= ` `\ s / \` `\ \` \a vc` VERFLOW DRAIN \ \ \ `\l \ \ s7 e4' 0DAYLIGHT OWARDS \ ` ` TI4XIS`f W6OF\ \ LAYGROUND - \ \ \ \ LEAD�R TO RLeE VIA r,INSlEkTA-TEE" \ \ \ \ \ \ \ I I \ \ \ \ \ \ I I I \ W 40' FYII� `�\ `\ \ `\ \ Zb `� \ 11� "III IIII I\ \ m V M D O VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • bemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 Checked By Designed By Drawn By f� O Bryan D. Cichcelli 'Z, Lie. No. 53741 001�SSIONALC'\ N5873 B. CICHOCKI K. ROESER K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN 8 WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 GRADING & DRAINAGE PLAN C5ml 02 111HD 692.8 C 692.8 ' \ 690.28' \ \ \ \ \ . \ \ \ \ \ \ I i i \ \ \ 678.08' \\ 6R7.43 6g / /s9z.a6' / \ \ \ \ \ \ \ \ \ \ \ \ \ \ b \ \ \ \ \ \ h z INV. IN= 83.56' 15 : RCP (N) I I " / / C / / -692- _ \ \ \ \ \ \ \ 67758' \ \ \ \ \\ 0 m INV. IN=6 3.:40' 12" HDPR: (l u):: I I I - - - - _ GQ % g�9 INV N, 684A. \ ` IN O-683.40 15 RCP 8677. \ \\\ \ I i i i I % 8"DEG. \ t \ \ \ \ \ \ ` \ \ ` 1V / / U' •• ii / II 691.77, 690.55' II i i i GND i / I \ I I I I I ♦ i'/� / / 691.y / / 6 _ 990.55' 693.02' '6' \ G \ \ \ \ \ \ �A I ,,.�\ \ \ \ \ INV=6784• I ' ✓ / 11 _ 692. // / , \ \\ \ \ \ \ \ \\ 12"D¢C \ \ \ \ ` \ \\ 26 I / G - = II / `n\ 692.50' / / \ / r _- \ \ \ \ \ \ \ \ I I \I \ \ \ \ \ \ \ \ \ \ 11 I I III I I \ 692.99' / I I < -694.72'\ .-...SP� / I 01 It q I TO k' - / S,Ar' 1 j /\ 693-1 I ' -,' \ TOP�89�.'96'EL 6"Q P-69283' / \ ' \ \ ` \ \ \ I 10 'II I I I m 94 11 693.06' I �oT=689.89' BOT=689.9E \ \ \ \ \ CHLI SEE S ET C \ \ I I PPP I \ I �( 693.�,4' / / �S4'� TOP=.692.84' 6" DE'C r \ 6 \ \ \ \ \ I 1 \ \ 1 TC QC\ 11 ' ELEC. 011 XV1 BOT=690. IVx NLEPIN T TYP \ \ \ \ \ \ \ \\ \ \ \ \ \ \ 11 II \ I \\\ \ \\ \ \ 6 / b v A v vi A V v 1 vvv \v�\ r / ssa.3a� /' YLO 6" DE0 Q Q roP=ssz.az / I I I \ BET=690.50' I \ FF 680.75' \`\\`\ ` \` \ \\ \\ \\ \\ \ -' \ \ \\ s \ \ 1 \ \ \\ 693.57' l 68 uLP GP- s93.1r 680sa' \ sao.a I / TO PC\ , �,/ Cp/ SD INLET - - J PROPOSED - - - - - - - \ \\ \ \ \ \ \ \ \ \ \' \\ \ 1\ 1 \ 1 \ \ \ \\\\a \ 1 695.s ' s O t / /� O I ' INV OU =6B730'728HDPE MOVEMENT \ APPROXIMATE LOC / ° \ \ ADDITION EX COMM SKETCHED ELE I \ - U l t \�� FFE=693.42' FFEs 93.42 FFE=693.42' IN BASED ON BEST sc - - - +- ' AVAILABLEDATA 96.19' TMP56.64E 1 \ / 693.a2' FFE=693.42' \ \ I \ \ 1 \ \ \ 1 \\ \ is / - " / 680.75' 1 cr -\ \ \ p1N \ \ \ \\ r '� 1 696. 5 / r - �9a.5o'_ - 694.50' COUNTY SCHOOL BOARD OF Tw Ts I "gym I \ 69 sy - _ _ , - _ EXISTING CROZET ss2.32' 693.32' ` m \ \ \ \ \ s I ( / j f r 1 G �� ELEMENTARY ALBEMARLE COUNTY, VIRGINIA TS \,Ii� \� I I L 1 \ ` \ 1 z o \ i _DB. 1044, PG. 498 693.32'1SCHOOL BUILDING BS\ \ A\ \ I DB. 1098, PG. 703 / 693.42' I J 1 \ \ \ �' _ T PROPOSED i - ZONED: RA (RURAL AREAS) 13W 1 \ a�yo 694.81' 1 / 692.32' 692.54' BW 1 1 693.32' 1 1 1 \ \ \ / KITCHEN 693.93' TIN / \ _697 - / I TW 694.82' 1 r - / / �i ADDITION 694.82' 1BW,/ Bs 1 I / TW 692.32' I 1 I \ \ \\\ \ \ / � / I / Q j•/ / I / O / I 694.81' 69{'.32' BW 1 1 I I 1 \ \ \ \ \ \ \�/ \\ \ \ \ \ \ 11 1 692.33' 0. 6961 I FIFE 702. I \ 1 1 I \ q 1 \ \ \ 1 / / TC / ' TO I \/ \ T68N3.42' 1 I 11 Iy 11 I 11 15'WIDTH UN ERGROUND / / �98.06' / / 699.44'1' _ BWy 6y692.75' 694.82' 1 I I C I I \ \ \ \ \ \ \ \ 1 1 \ \ UTILITY EASEMEN FOR VIRGIN I / / // / \ TW \BW BIN 1 11 1 ELECTRIC P.OWERCOMP NY , / / EP °°,e 98.13'� - -' 704 694.53' 692.9E 693.32' PROPOSED TO OB. 7101• P�310 /l 693.03' ,. I \ \ \ \ 1 \ 1 697.62' / Q - c - " TW - BW 693.32 CLASSROOM 699818' FF 702.35' 0 695.05' 695.0p I \ \ \ I \\ \ \ / / U7 J - -� - - - - - - - - - - - 703.62' 693.19' BS _ 1 ADDITION / I ' I I I APPRQA\. AREAS O i \ i o I I \ N? \ \ \ \ \ P� / rn I TW ^ _ p \OA ti \ Bs - 93.0' 1 69503TW 4.98' / 1/ II 1 I I 11 \\ \ R� E i'-PLANT WHIPS \ \ \1111 \\ 5 I / 702�8' 702.63' \ 1 CONC. 703.54' BW I I 1 \\ I 1 BS \ 703 - WALL 09 - 691.55' - 695.15, TW 694.81' I/ 69%16' BS 702.55' t5'(Wl - - -1 - 694.81' I TS -i 1 700.86' "J / \ TS \ / /r - TS TW gg6, _ - 6.90, ` i / / '� I OCA ( \ \ \ �'_' \ 1 1 • \ 1 1 \ \ I f 02.18' \ CO ` 703 703.10' \ 9 _ - _ T 693.42' / / 1 1 1 701AT TS \702.33' \ � _ 1 / 697.57' 6 t' 697.76'� \ � \ `P 68W' / // I � I /I 11 cD \61 � FFE=702.35' 702.35' \ I , 6Tj7-67c- ,fl / / I I y ^ CONIC. DIVERSIO? N T 1 1 \ \ I I h �I p - - - - _ _47f-,-6 ` 697.44' / I J I I. TO I - ` ' - -702 gg0 � I � \ � \ g$ 697:6T \ 693.38' / / 1 /\ \ � \ \ I W/MHD lCL I I �I \ 699.71 - 7 TyW -701 - -'TW BS �0 1 \ SwUr 1wLr' BS , / I / \, I �,�TOP=677.96' \ \ \ 1 1\ \\ \ I )� I �,� 02 701.22' q b q 4 /j\ 70 702.35' 702.35' / 701.33' 0 i 1 693.38 1 I I 0 702.11' i 701.04'98.18' \ I 1 1 \ I I .C\IV/\ 8= EC 8"OEC DEC8"DEC 8"OE \ 6 3.42' FFE=693.42' \ \ \ II� J I 696.87, = Q° 697.29 � \ �\ \ I / � I I L` I I \ 1597,3T I 1 1I E . �p . 6' BW gW \ \ 702.08' 702.15' 702.22' / / O^ / / TC 696.9T \ \ \ I I I 1 I I I I I \ 697.6� ,99 BW.56' 700.66' y \ 0 - 702.10' / /\ I 698.25' - \ ILO F : 693.42 I z \ I I I ` \ EP / / <°° = 700 \ 1 L1 FFE:693.42 / 697:5TTr I / I \ 697.81' I \ \ \ I I I \ I I I 11 I 6s� T 60�� -lam - 1- -I \ RIM TIN I I y 1 0 �o O EP EP \ / _W- RIM 693.42' \ \ I i p \ / \\ 1 \ \\ \ \ \ \ I 98.10' 1 6 = I ;z \ 9 \ T 1 0 0 CD \ 696.51' \ 701.5a' 701.66' 696.8T \ TO \ �. TO w TC W W - W ��� W -t / W 96.75' K TS I O,. 698.1'G' / I / 07 SD URB/NLIET W/GRATE I 1l I 697.45' \ - 699.22' - - I ' - / _/ / _ I 696.88' "\\ \ I TO -696 02' (F/L) 1 I I \ \ - / TO \ I \ \ \ \ \ \ I IN1 OUT=6 /6961 T3' (7 I X \ 697.9T UGP- HG2 - r_ TIC „ -.. L!G �_ 1 UGC 4" \-UGP < o / 697. 2' 696.08' \ 690.50'; \ �1��yyyt f ----- - - - ' ' 81 - - \ TO 5 \ I I 15"RCP / - --- -- ---- -- -- I d-Q -- -- - - -- -- --- ----- / - - --- - /- - - ---\ \ 696.119' TIN W 689. �\ N I II -40' -- --�-- -'-1-- --- ��- --- --- --- -- ------ - - - -- --- --- -- -- --- -Z --- --- ---- 95.55' ° � �- 12 61 ------�--G ------ -- - -\ -�- D--- Bz \ I Y I I 15" RC \ \ \ \ 66 / \ SD RB /NIL TW/M D 6 OL \ I I f h 1 697.00' INV IN 687 7�' 169R P TO 6> \ \ \ \ \ I I I I y 69922' 99 698.67' I 1 I \ I 5\ %S' DEC 696.9E O O \ \ 68? \ \ \ \ \ \ \ \ 6 ^ _ _ NV O T=687 5' 15 P 696.80 TC O \ \ tP0 EP \ i9 I R\ TC �� � ., O y \ E \ \ \ \ \ \ \ \ \ I I� / O 6962T I I I II I I _ _ 693.00' I I SEE DETAIL THI$�SHEET 1 \ 696.86' II I I II I I I O / ) \ ..\ \ \6 V \ \ \ �IYN�N 6 8.98' ^0 10^ 07 \ s99\ \ \ d'9�IIYII 1 I 1 \\ \\ \\\ OON \ \ \\ \\ \\ \ Z l \ 6g i 1 TO I I r �ss.00' , \ 00 ssB TIC 697.78 TO TO I I \ ` TO 1 I I 1 I 6 \ J \ \ \ \ \ \ 699.14' 698.88' / 1iT 1 I I \ \ \ I" 7 697.5 •\� I I I 1 I I \83 I 699 Tc 699.02' 1 I \ I \ 69 .48' \ / . (• I I 1 I \ \ \ \ \ \ \ \ TO / TO TC L .\ -� ` TC \ ` / / O P 699.98, 0 701.15' \ ' 702.32' LJGp U iN _ \ 700.32' / \ \ \ \ \ \ \ - I C I TC 1 i / 1 I 70 51' �00 TC TC \ ` - 702.17' - - - 1 \ \ EP O \ 683.78' TC 700.19' T \- - - 700 -\ - - - - - - 3 702.41' �❑ TC - \ \ \ \ I _ I TC / 700.93' 699.80' TC , 700.33' / T I 702.4 r - C 697.22' co / +- -r _T P TC , 0 68 / / / I 1 /6L8 03' / -� / / 6 5.51' D1 I P \ \ to \ \ \ \ \ \ OPEN i 700.77' /° 700 3 702.42' / I 1 co \ \ I V(474.5` I Y 700.65' TC / TC T SETBACK TO \ \ \ 700.65' / \ \ '(OZ 702.51' / \ "00 \ \ \ \ \ \ \ FRON 69799' \ \ 2.74' / \ - '� / /cb I I ' I \ \ \ A I N x I TO I � �, TC ' �0 � �� � �J.. � I / r\ �' �� /�`7 I I 701 73' i'^ 701.53' 791.84' \ i / .�O 700'86' I / I TO CL ° 7 1.95'I II t 701.84' _ p T SET ACK I I / # \ - _ TO 7 1-7'02- TO \ \ 70094\ I TC 701 69` _ - - -702.05' TO 17 1L9T \ / 700.TO / / / / / TO 1 2-07C- _TC \ I I / / / / / / 696,06 / , /� / / / \ / / ` T I \ ✓ / I �. 702 _ 702.13'- - - - \ / TC- - I _ _ - - - -703_ - _ TC r - TC 700.59' /\ / i i\ i / �i�•y 1 / / i/ I 'I/ �] \ 6"PIPE I TO -7p2.�- - - - - - - - - - - 20'WATERLINE EASEMENT 1 - _ ' /1A.rS'7 / \ II I I J _ _ I I _ - - - - - - O - - \ I _ - - 701.11' i UGP`U _ _ i I / 6 / / INV=68L56' ^ I 702.08' -� - ` \FOR ALBEMARLE COUNTY \ // / / / 86 \ 8" D C 1 1 OPP. END NOT FN_D- j' �Oq \ SERVICE AUTHORITY \ I / / _ 698.4�', _ -- TC� i �,r / / 8"DES / \ . _ D8. \1 k63. PG. 28 I / - _ _ �69IBM' _ - - \ � � 6' DEC / EP 700.18 / _ - _ - ' 9r0 APpR�X TREE i - i _ _ _ _ _ 703 1 44 I 1 TO is _ - ;RIPLINE 8"DEC l / / I ;:0- 700.28'- 699.74' - ------ - I I _ _ i 8„DEC 1 \ �UFO� -�-UFO- i ® /- 15"CMP _' i i -� -� �__- --_- __-_ _--. _ cp c0-- _ - - - -- _ - I 2" DEC /TC TC 699.84' _ APPROX. TREE / / / 701.61' p1 s i� _ - _ _ \ ` ` - _ EX / I DRIPLINE(TYP.) I I 15" AMP I , �/ -_-_ _ -- - - - - - - _ ` ` \ \ \ - EP \ 684.66' 704. VARIABLE WIDTHPOLELINE INV. (IN)=698.Q5'' P � -I 686.82' EASEMENTFOR VIRGINIA o \ / / / , EP _ _ 15 CM-�\\ EX \ \ i I I I d ELECTRIC POWER COMPANY / / / / / 700.84' - I I \ \ ` \ \ \ �'\ 685.9T \ 1 \\ C9 D8, 1101, PG. 310 O 70512' \ 7 5.00' \ 705 TO - - / - _ _ - ��'/ �'/� / �' ' \ I \ 1 �\ \ \ \ \ 1 �\ \ TO BPI_ - - - _ i i _ _ \ \ I \\ \ �Y I I / / / I _ ---UFO - 5.93'\ +EEI PE3' _ - - - - - - - - - - - - - - - - - - - - - - - 'o�` - \ - UFO / Nola -7OWN - ANAGEDj - _ _ _ _ _ _ _ _ _ _ _ \ \ \ \ \ UFO mom UFO OHP' 5<0 woo \ �I �\ \ I 1 \ \ / - - - - - - - - - - - - - \ ® -u_ UFOI-\ - --\ - --_ ' ' OHP-/ 05 ------ -_` Fo /HP -4---- HP- /784.47Iowa/ FO d\ O SAN OS\ \ - _ -UFO EX 705.02' //O ---\-UFO / P' dH0 \ I i 10 �, \ / / /OHP // /r�'I I I Oryf I OHIP / 8 � �iNV::4U'�694.12' S"MCP / - - _+• _�;-�.""'- - i / MHD - - - - - !- - ; : � . � _ - � 7 \ � r TOP-695.7T _ - - _ _ _ _ - - r ". _- , j0.�: it . / INV IN=691.71' 15" RCP INV OUT=691.62' 18"HOPE SCALE 1 "20' - - SD INLET (GRATE) STEEP SLOPES ' -= 09- - - TOP=700.09' MANAGED r - - - - ( ) INV /N=694.04' 15"RCP 0 20' 40' ADA GRADING DETAIL I INV OUT=693.94' 15" RCP 7 SCALE:1 =10' V M D O VMDO Architects 200 E Market Street Charlottesville. VA 22902 434.296.56B4 vmdo.com TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • bemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 Checked By Designed By Drawn By p of �y f� O Bryan D. Cichoclri 'Z, Lie. No. 537741 O�'`SS70N4L�S N5873 B. CICHOCKI K. ROESER K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN 8 WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 GRADING SPOT SHOTS PLAN C5n2 -ROCK \ \ ARMOR I ( / V j\ ROCKARM�R V A\ 11 v I 1 YI r I UJ I I \I I I T 2 I I \ I I 1 I I I I I 1 li � I � III II II � I v II II 'I \ I II II II _ I 1 I I \ I I I I x I I 688.67' 1 \\ I I I I 1{. 689, Oe 68873' I I 689.37' I / I I I \ I 1 \ II I 100 000 I\S I I Ego 689.85' O \ tDD 1 I I I I I 1 \\ - 689.15' 00 11 \ \ I I \ \ r I \ I -\ I I `�� I I ,I I I I I I \ I � 689.6T \ I \ I 89.62' I II I I II 1 r l \\ I I 1 69 . 2' 1 689.95' I 690.45' \\ I II I II I I I 1 690,4 ' I I II I 1 I II I 1 \ \\ \\ \ I610.6I I I I I I 90.62' I \ I I I I II 1 1 \\ I \\ \ TC I I I co \\ \ I 1 ll I r9 INN \I / \ 1 1TC 1 I I l I w twoI / 1 \\ \I 1 \ TC 690;4?' I TC 69900, d 1 1 11 1 6 689.87' 9i \ \ I 309I 688.92' �w I / RIM68.85' �W I / ! 680.91' 11 / / 1 1 / / APPROX. TREE 1 �I \ I I 690.40' 689.83' , / 680.01 OD 1 \ 1 1 1 1 I I I 1 \ \ \ \ rd // AVI. ,' ; q / / L BLOCK Rt TAINING WALL 1.0'AWJ I / I EXISTING SOCCER FIELD ::1::: O \ \ \ \ I I I I \ STEEP SLOPES I I I 'I. .l .:; �\ \ \ \\ \ 1 I I I I I I I (MANAGED)06 \ \ \ 1 1 l 1 \ \ \ \ 11 1 I \ I I I I I \ \ \ \ \ \\ 1 \ I \\ I I I I l l \ \ \1 I I I I I \ \ \ \ TMP 56-64E \\ I I I I I \ 1 \\ 1 COUNTY SCHOOL BOARD OF \ I I 1 \ \ \I \ \ 1 \ ALBEMARLE COUNTY, V/RGINIA I \ I I I I I I \ \ \ \\ \ \I 1 11 0 DB. 1044, PG. 498 \ 1 \ 1 1 1 DB. 1098, PG. 703 \ I I I II I \ \ \ \\ \ \ \ 11 ZONED: RA (RURAL AREAS) I \ \ 1 \ \ 1 I \ 1 11 1 I \ \ \ \\ \\ I I I 1 \ \ 1 ' �RIM BS i ' 679.7v 303 679 8` \ \ \ \ 679 / 675.04 674.94 16"DEC 1 \ \ \ \ \ � \ \� \ \ \ ' Q 1 "=20' 674.05' \ \ \ \ \ \ \ \ \\ \ \ \ \ 11 m \ 1 \ \ \\ \\ 1 STEEP SL PE i I ' I i ' - ♦ R 1 Ts - 67g. .8: \ 1 1 I (MANAG 1 I / ` - �81.80' \ \ TS / - - - -- 680 - - - \ S, \ 1 \ \ I / \ ' ♦ \ \ 12"DE 681.93' 681.78' - _ - , I P 681 6) \ :F. \ \ 1 I I , I I ' ® / / 1\ ♦♦ 1 i/ 681.50' SL QPE56%8 \ \ \ ! / I \fZ82.56' 1-i - _ - _ _ - - - ` �\ 681.29, \ \ \ 673.19' \ 1 \ \ \ \ 0 8' / \ � 2aT 68Z.76' �� � m 8 DEC \ \ \ I r E8 \ / _ '`----f_ai --'T-- -----J ,I't` _ I (MANAGED) 1 \ \/ \` \ 661.18' t / 683.55' I / GAME II / 1 I I / 7777 1 i/�' �� 1 \/\681.2�' \ \\ I \ \ \ \\ \ \\ 1 1 > ` \ 31 saris'_ / RA / P % \ , I r I \ \ \ \ 1 \ \ �^ h1 1 \ \ - - 87 8Y \ 3 \ \ I I I 1 / V / 1 / \ 15'" OC\C ♦` \ 1 681.08' \ / \ \ \ \ • \ 1\ \\\\\.W 111 7C ��/:�:I�':_�:(::; \ I I 1 \ \ ` III \ � I / 1 / / I •s8 \1 \ 683.80' 664.74- - , '/ , 1 , / I -----------1-- i 681.1T \690.9(1' --1---' - 1 / 1 / ♦ yP 1 / \ ♦ �\ \ \ 10"DEC's \ \\\ \ I \ - STEEPSLOPES - :;II I F:�r \ ° /I - -- 1 683.3 - �� / 2 683 21' // /\1 I bsl (CRITICAL SLOPES) - I � \ \ -y-I_^ � - / ��----- 680fTT \ \ B9 \ \ ♦ - - / ��� 681.80' \ \ \ \ \ \\\ \ J ! l /� - - - \ 10"DEC RIM - - -�� �� 1 6tl0.69' \ \ \ I ' I � I' � S 13 � 211 \\6�2�� -_ � \\ 1 \ 1 \\ `\ � \\ \ \ \\\\\\\ \ 68 \ I 683.2T \ - _ ii 9.95' \ \ \ \ \ I m 29689.78' 685.5 680\.9� 20' SA TARP SEWER EASEMENT \ \ \ \ \ \ \ \ \ \ \ \\ \ \ 1 \ \ \ Al�n'ARLE COUNTY \ \ \ \ \ 1 \ :' ,/ l / ,' \ / \ \ �.,,`` \ STIC 686 - - ' 68 - _ _ _ - - 68 `� - -�W 1 1 \ \ ERVIC q.x. , / / 6� HP I \ _ / L� _ _ ` 68? J RIM �� 680.45' 1 10 \ D .976. PG. 96e / I I\ \ 0 6a9.8T f ' \ \ \ .END / �- - - TS / _ 8 3 \\� 680.69' \ I \O I / \ \ 85.54' - 685.59�68'3' 6 � 1 1 1 BS \ UND / .59' TS - - - r-- \ 4� \ 1 l \ 675.91'\ \ \ \ \ \ \ \ I I \ \ C\ _ 85:29' _ \ 1 680.29' N 767 I I I , 685.29' \ \ / yP 6 - 687. _ - 8S. 6, \ \ '.� \ \ \ \ \ \\ 1 1 \ 689.3 / 689.89' \ // / _ _ _ \ \_ \ \ N 1 I I v \ / �a�se �ass9' ' -_ -_ - � i � `- � I � 1 � \� 67 s1' 689.74' - --lE11.. - _ - - - - - _ L - - 687 1 1 m - _ _ 688 r� \ ` . 679.76' \ \ _T6 -6 / j / , ' i - - - - 687.8�'� 1 1 - _ - 689 \ \ \ \ \ J 1 \690 sas.zo'8/2688 - , sso3a \ \ \ \ \ h\ \ l 6' / 687.20 i / 688.07' I , / / I 689 687.86' 690.28' / I s 687 5P .' 90 - \ O \ \ \ \ \\\ \\ \ l I ' I 97 69023' 1 Y J�` _ / / / Bs TS L \ - \ \ \ \ \ \ \ \ 0 `�� / 678.83' 1O 0 \ \ \ \ \ I 1 - 68 / \ 68826' I s '691- 690.za' s \ \ \ \ m ow\ \ v 0 \ \ \ \ \ \ MATCH INE - SEESHEET 5.2 .- ' C 6sz.a ' sso.2a' \67�08\ \ \ \ \ \ 12'DEC \ \ \ \ \ \ \ \ \ 678.02' 6R7.43 \ . :IIZHO I 692:8 8 t/ / \ \ \ QNI? , - _ - \� \ \ \ \ 678.08' \\ 'G6, \ \ \ \ \ \ \ \\ \ TOP-6$9:33' I ` INV. lN= j%.Br i5h R1 P(N): l:l I ii C / // _692- INV. IN=6 3.:40' 12". HDPE: W : - - - ' _ �- 689.46' INV V; 68443;9":($LD):4-1. IN V O-$83:40 1B'° RAP G J 689.y4' ' i� ' k - * \ 6jg 677. 8"DEG. 690.55' \ / / �/231 691.7T \i- / i GND 1 / / cr 11 691.y / 6g1 690._55'// // � /�i\� \ 6> \\ \. Q I D Q; '' / // / //\ \ \\ \\ 6.90 INV= 7 64 12"DI;C TO /l �\ ` \\ \ \ \ \\ \ \ 11 II II l \I I I I o III I 11T I T692.99' 6q2/ 6g I 40' TOP 4=68989'T 3.06' SOT=68990' I P=692y3\Z I I\ \ N V M D O VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. bemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 Checked By Designed By Drawn By f� O Bryan D. Cichoclli 'Z, Lie. No. 53741 001�SSIONALC'\ N5873 B. CICHOCKI K. ROESER K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN 8 WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 GRADING SPOT SHOTS PLAN C53 V M D O a a a °d " a a L n a a co CO r; a CD U C U .-. U M `_� C0 M ate- r. �_ i0 Ucri M �- LO .It N O LO v LO CD M O Cd .... .... M H O u'1 O °0 ...�CD H N O � 0 .. CO 00 i w u) 01 0 w N M O O O O N (V ` (D n O N n R O m N .'� Gt M _ (o (o M O) Q) O � u7 � N V ch Co i0 uJ ` Of w p O� OI 0 UO n O 0 0 Co O N M n, 00 ." � (p c- N '- 0�� co 00 M W CM a u) O' to 2+ O (o ~ i CO O) o] m �} 0 "- ,� (D m 6 LO N M W +M� Ch OOD (A , oao (n tOH ��OZ 20p(D(O � M O 1.- MO+o)H NO i }��� }OM H 000 oaz w _ �n0 w. (Dz w oro� a- ��nZz -(0 Q O o�nz z O �CnC)D w �00 D O g ��> o L HOZ o ml_ Qa� N 0> Qa0 (p�z MHO» > oQa toPK z z �D��Z j 64> z '���z 66 O an_ oaa> 0z �D mH? LO ( $ v~i 0? .- (nI-z z 730 1 1 730 710 1 1 710 720 1 720 715 1 1 715 705 1 705 725 725 720 715 720 715 PROPOSED G E 710 710 705 705 r 505 OF75.67 "HOP700 E 700 EXIS ING g1.26 G E 695 695 690 1 690 9+50 10+00 11+00 11+50 STR 504 - STR 506 STORMTECH DETENTION WITH ISOLATOR ROW HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 705 705 700 1 700 695 695 PROPOSED GRADE 690 690 1 685 KIIN. 685 680 imp 7 1680 EXISTING GRA E 501 35.90' DF 15" RC P 675 @ 2.7 % 675 670 670 9+50 10+00 11+00 STR 500 - STR 502 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 STORMTECH DETENTION WITH ISOLATOR ROW O0 �LCD �7O O O _N O N O N O CM M V 0 M n M0000OV M CDco co 0M (0N omn n 00 m CCOO o w 0(D(D 00)j o00 , Z O ' 0�o� 2�c0zO+=�mpOZ F.. OZ Z�°D-((OpZ O.Z Z NU)-zZZ 720 720 705 705 715 715 710 1 710 705 705 EXISTING GRADE 700 700 PROPOSED GRADE 695 1 695 690 T MI 690 685 685 680 680 q. -131 24.21' OF 12" HDPE @ 8.00% 700 700 695 11 1 1 695 EXISTING GRADE 690 690 3' MIN. PROPOSED 685 GRADE 685 129 i 54.73' OF 21" HOPE80 680 I 101 105 675 45.98' OF 39.84' OF 21" HDPE 675 @ 0.50% @ 0.50% 127 69.08' OF 21" HDPE @ 1.00% 670 670 665 665 9+50 10+00 10+50 9+50 UG DETENTION - STR 132 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 715 715 710 1 710 705 705 700 700 EXISTING GRADE PROPOSED GRADE 695 695 T MIN. 690 690 685 685 133 17.59' OF 18" HDPE @ 0.82% 680 680 STORMTECH DETENTION WITH ISOLATOR ROW 710 710 705 PROPOSED 705 GRADE EXISTING GRADE 700 J 700 1. 'MIN. 3' MIN. l 695 695 151 149 94.03' OF 147 172.49' OF 15" HOPE 40.88. OF 15" HDPE @ 0.75% 690 15" HDPE 0.68% 690 @ 0.95 APPROX. LOCATION OF EXISTING WATER 685 1 LINE. LOCATION AND 685 DEPTH TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 680 680 675 675 9+50 10+00 10+50 9+50 10+00 UG DETENTION - STR 134 -STORMTECH DETENTION WITH ISOLATOR ROW - STONE BASE AND UNDERDRAIN 10+00 11+00 12+00 12+50 STIR 100 - UG DETENTION HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 STORMTECH DETENTION WITH ISOLATOR ROW 9+50 10+00 11+00 UG DETENTION - STR 146 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 11+00 12+00 13+00 UG DETENTION - STR 152 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 138A: 12" Nyloplast Basin - Solid Cover- STA 10+75.75 TOP 697.31 INV IN 689.39 (139A) INV OUT 689.29 (139) 138: 12" Nyloplast Basin - Pedestrian Grate STA 10+64.08 TOP 696.75 rno o INV IN 689.17 (139) 126: MH-1 0 INV OUT 689.07 (137) STA 10+02.44 > O S L0 136: DI-3C 6 ft Throat TOP 681.58 z °' +I o H o STA 10+16.94 INV IN 677.63 (107) N m p o a0 TOP 696.16 INV IN 677.63 (127) o > INV IN 688.48 (137) INV OUT 677.53 (105) INV OUT 688.38 (135) 700 700 715 695 695 690 690 EXISTING GRADE PROPOSED 685 GRADE 685 680 r 680 O 107 675 23.50' OF 12" HDPE 675 @ 1. 670 670 665 665 1 660 660 STORMTECH DETENTION WITH ISOLATOR ROW - 9+50 10+00 11+00 STR 126 - STR 106 PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 EXISTING 700 GRADE 700 695 11 695 690 690 PROPOSED GRADE 685 685 2.3' 680 113 OF 12" HDPE 0 6867.1 109 6 .49' OF @ 3.00% 12' HDPE 0.50% 675 675 670 670 665 665 STORMTECH DETENTION WITH ISOLATOR ROW STONE BASE AND UNDERDRAIN 14+00 9+50 10+00 11+00 12+00 STR 108 - UG DETENTION HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 139B: 12" Nyloplast Basin - Solid Cover STA 10+95.55 TOP 697.56 INV IN 689.80 (139B) INV OUT 689.59 (139A) 140: 15" Nyloplast Basin - Solid Cover STA 11+26.47 TOP 692.75 INV IN 690.11 (143) INV IN 690.28 (141) INV OUT690.11 (139B) 715 715 710 710 705 705 700 700 EXISTING GRADE PROPOSED GRADE 695 695 690 690 27.85' OF 8" HDPE @ 1.50% 685 135 137 47.14' OF 139A 685 18.89' OF 19.80' OF 139B 12" HDPE 12" HDPE 12" HDPE 30.92' OF @ 1.25% @ 1.25 0 @ 1.00% 12" HDPE @ 1.00% 139 680 11.67' OF 680 12" HDPE @ 1.00% 675 1 675 - TRENCH DRAIN 9+50 10+00 11+00 12+00 UG DETENTION - PIPE 141 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 m 0 U v 0 m c m f0 _M co_ W � O_vim O Lo N M zono0(D m _Z Z_ 0 O � p» > (n i Z- 715 710 710 705 705 700 700 695 FPROPOSED GRADE 695 TR 690 690 143 27.98' OF 8" HDPE 685 @ 1.95% 685 EXISTING GRADE 680 680 675 1 675 0 50 PROFILE SCALE NCH DRAIN 9+50 10+00 11+00 STR 140 - PIPE 143 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com • � � 41 41 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • [bemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 Checked By Designed By Drawn By TH of � f� O Bryan D. Cichcelri 'Z, Lie. No. 53741 o,(, Sv IONALC' N5873 B. CICHOCKI K. ROESER K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN 8 WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 STORM SEWER PROFILES C7n0 UNDERG DET 216: 18" Basin - Circular Grate f6 2 v ~ N C rim� U cli co O 00Z) O o > coP 705 I►n1i 700 700 695 695 690 690 685 685 ROUND ENTION 1,315 680 680 12.18' OF 15" HOPE @ 8.48% 675 1 675 670 670 665 665 9+50 10+00 11+00 PIPE 315 - STR 316 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 STA 13+09.62 TOP 685.21 222: 12" Basin - Circular Grate INV IN 680.50 (217) STA 10+17.81 INV IN 680.50 (221) TOP 685.54 INV OUT 680.40 (215) INV OUT 680.91 (221) 710 710 705 705 700 700 695 695 690 690 PROPOSE GRAD IXISTIN GRADE 685 685 T MIN. 680 680 221 13.78' OF 12" HDPE @ 3.00% 675 675 670 1 670 9+50 10+00 11+00 STR 216 - STR 222 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 700 E 0 C N N ^ m M V1 pl. 9 O o n S Z CoO(O CN o0)Z) O 0 �O> O to 715 715 710 EXISTING 710 705 700 705 700 GRADE PR POSED RADE 695 695 690 690 58.86 OF V, DIP @ 1.00% 685 685 680 680 675 675 9+50 10+00 11+00 STR OD1 - PIPE 231 PROFILE EXISTING GRADE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 -208: 18" Basin -Circular Grate STA 10+01.61 TOP 680.70 INV IN 677.34 (209) INV IN 677.34 (223) INV OUT 677.24 (207) [224: 12" Basin - Circular Grate STA 10+48.53 TOP 690.23 INV OUT 681.09 (223) 705 700 695 PROPOSED GRADE 690 685 680 yLryOk oro O/5 9+50 10+00 11+00 STR 208 - STR 224 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 M N X X R W N 03 O M O 00 M 20(0Z T CM to (N U) Z Z 715 0 co Cl) M Cl) f0 N o n 00 0Z OD -to + o*- M �(OCo =O Q (L > C �oZ 212: 18" Basin - Circular Grate 214: 18" Basin - Circular Grate STA 12+68.62 STA 12+87.86 TOP 683.10 TOP 683.75 INV IN 678.05 (213) INV IN 679.96 (215) INV OUT 677.95 (211) INV OUT 678.24 (213) 210: 18" Basin - Circular Grate STA 12+30.28 °: 206: MH-1 TOP 682.06 O o v STA 10+71.73 INV IN 677.66 (211) 220: 24" Nyloplast Basin - Dome Grate F m TOP 681.19 INV OUT 677.56 (209) -° STA 13+66.81 Co N Co INV IN 676.67 (207) 208: 18" Basin - Circular Grate �_ ^ TOP 685.75 00 00 INV OUT 676.57 (205) STA 11+85.32 U N N o INV IN 681.60 (219) 236: ES-1 for 15 inch Pipe M + 0i F Co 204: ES-1 for 18 inch Pipe TOP 680.70 c N a INV OUT 681.50 (217) STA 10+04.64 p o O STA 10+04.36 INV IN 677.34 (209) 0 m LO Lq m m oS (� o o (o 218: MH-1 TOP 686.56 d6 Q o > M O Z Q. TOP 677.90 INV IN 677.34 (223) 00 O 00 00 Co M m m m j STA 14+08.23 INV IN 685.19 (237) cn 0 _ INV IN 676.23 (205) INV OUT 677.24 (207) O> 8.1 TOP 688.10 ¢ o- Z INV IN 04 (IX 229) N CD PO z z z INV OUT 682.94 (219) 715 715 1 1 715 700 1 1 1 1 1 1 700 710 710 705 705 700 700 �ROPOSED GRADE EXISTING GRADE 695 690 690 685 685 680 233 680 89.73' OF 15" HOPE @ 0.90% APPROXIMAT OF PROPOSE ELOCATION GEOTHERMAL WELL PIPES 675 675 9+50 10+00 11+00 11+50 STR 232 - STR 234 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 r-ca R vC0 2 LO CN H 00 N O N orn M 0 �00MC')vm m��m +o(D�H r�+rnF �C:) 0ZZ0 ❑��p �COflZZZ �C/)FZ 720 720 715 710 715 710 705 705 PROPOSED GRADE 700 EXISTING GRADE 700 695 695 153 61.33' OF 12" HDPE @ 035% 690 690 685 685 680 680 9+50 10+00 11+00 STR 148 - STR 154 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 710 710 705 705 700 700 695 695 PROPOSED GRADE EXISTING GRADE 690 690 685 IF 685 23 4.04' OF 5" HOPE 0.50% 680 680 675 675 9-50 10+00 11+00 STR 236 - STR 238 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 404: MH-1 STA 10+36.21 TOP 697.97 INV IN 691.92 (EX 405) INV OUT 691.87 (IX 403) 402: DI-3B 6 ft Throat STA 10+00.00 TOP 698.38 INV IN 691.42 (IX 403) INV OUT 691.62 (IX 401) 715 406: DI-3C 6 ft Throat STA 10+50.67 TOP 697.86 INV IN 692.04 (EX 407) INV OUT 692.04 (EX 405) EX 408 STA 10+88.69 TOP 696.02 INV OUT 692.37 (EX 407) 715 710 710 705 705 EXISTING GRADE PROPOSED GRADE 700 700 695 695 690 690 EX 403 EX 407 36.21 ' OF EX 405 38.02' O 15" RCP 14.46' OF 15" RCP @ 1.24 % 15" RCP @ 0.87° 685 @ 0.83% 685 680 1 680 675 1 675 9+50 10+00 11+00 11+50 STR 402 - EX STR 408 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 695 695 690 690 PROPOSE 685 GRADE EXISTING / 685 GRADE / Q J - - - - - ` - J I L 110 680 \ 219 680 41.43' OF 217 15" HOPE 215 57.17OF @ 3.23% / 21.76' OF 15" HOPE 207 15" HOPE @ 1.75% 675 113.61' OF 4 9890F " @ 2.00% 675 18" HDPE p.50°k @ 0.50%cc) 211 IXISTING 8" 38.35' OF SANITARY SEWER. 18" HOPE 670 @ 0.75% 213 670 19.24' OF 18" HDPE @ 1.00% 665 665 660 1 6130 0 I 9+50 10+00 11+00 12+00 13+00 STR 204 - STR 218 PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 304: 15" Basin - Solid Cover- STA 10+57.87 TOP 679.78 INV IN 675.85 (305) INV OUT 675.85 (303) 302: ES-1 for 15 inch Pipe STA 10+11.96 TOP 676.59 INV IN 675.22 (303) 705 ui D O Cl) Sor u) 10 OOM(O (�O (° Z O :)U)oz z 50 OFILE SCALE 14+00 14+50 310: 24" Nyloplast Basin - Dome Grate D STA 12+22.67 7 TOP 684.00 a m INV IN 679.32 (311) M 00 INV OUT 679.22 (309) -v rn C 6 O O r o rn m 00 312: 12" Basin -Circular Grate O � 00 cj (0 STA 12+43.94 - (O Z O TOP 686.51 O z z INV IN 679.82 (313) ~ - - INV OUT 679.72 (311) 705 700 700 695 695 690 690 PRO OSED GGRADE / 685 685 WEIR PLA IXISTING I GRADE / UNDERGROI DETENTION 680 680 313 24.57' F 15" HDF 675 305 4" SOLID 675 42.99' HOPE WITH 311 15" HDPE INSERTA TEE 88 28' OF 309 21.27 O @ 1.400/° CONNECTION 15" HOPE 33.53' 0 15 PE @ 1.73% 15" HOPE @ 1 90 @ 3.400� 670 670 30 45.93' 0 15" HOPE EXISTING 8" @ 1 38° SANITARY SEWER 665 665 9+50 10+00 11+00 12+00 STR 302 - STR 310 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 TE ND 13+00 13+50 V M D O VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • lbemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 Checked By Designed By Drawn By TH of � f� O Bryan D. Cichcelri 'Z, Lie. No. 53741 0,01 S v IONALC' N5873 B. CICHOCKI K. ROESER K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN 8 WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 STORM SEWER PROFILES C7ml ROUTE PROJECT CROZET ES DESIGNER: A. BARNES CHECKED: DATE 11/25/2020 UNITS:NGLISH Designed by: INLET Z' O a ¢ w E E iii w " O��' raW�6i &i U v�i v'�i L"• pw. F- E- x a [-. pp w CZv7] U 6w ° awF Ua 0 a 0 Sag Inlets Only �a w w nF-. W ¢ o 0 o w F 132 DI-3C 6.000 0.190 0.89 0.1691 Back/Lt. 0.009RIGHT 0,169 4 0.676 0 0.001 0.0370 5.704 2.000 0.35063 0.0833 2.25135 3,11 Back/IA. 0 4 0 0 Ahead/Rt. 0.676 0.001 6 0.676 1.173 0.296 0.333 0.888889 3.173 2.642 WeirFlow 136 DI-3C 6.000 0,260 0.85 0.221 Back/Lt. O.000RIG3T 0,221 4 0,884 0 0.001 0.0330 6.875 2,000 029091 0,0833 2.52424 3.21 Back/Lt. 0 4 0 0 Ahead/Rt. 0.884 OD01 6 0.884 1.403 0.264 0.333 0.792793 3.403 3.543 WeirFlow 138 DI-1 1.000 0.010 0.90 0.009 Back/Lt. 0,OOYRIGTf 0.009 4 0.036 0 1 0.0010 0.0208 3.050 2.000 0,65574 0,0208 1 2.00 Back/Lt. 0 4 0 0 Ahead/Rt. 0.036 0.0010 1.000 1 0036 0.532 0.166 1532 2.132 WeirFlow 146 DI-313 8.000 0.220 0.85 0.187 ORIGHT 0.187 4 0.748 0 0.748 0.0360 0.0270 2,120 2.000 0.9434 0.0833 3.08519 1.000 3.35 0.1396 0.1666 7.135 8.000 1.121 1.000 0.748 0.000 1 2.038 150 DI-3B L000 0.210 0.80 0.168 Back/Lt. 0.000RIG3T 0.168 4 0.672 0 0.0180 0.0300 2.630 2.000 0.76046 0.0833 2.77667 3.28 Back/Lt. 0 4 0 0 Ahead/Rt. 0.672 0.0190 4 0.672 1365 0.240 0.333 0.720721 3.30, 1793 WeirFlow 152 DI-3B 6.000 0.070 0.94 0.0588 ORIGHT 0.059 4 0.236 0 0.236 0,0350 0,0208 L331 2.000 1.50263 0,0833 4.00481 1.000 3.50 0,1458 0.1666 4.358 6.000 1.377 1.000 0.236 0.000 1.330 208 DI-1 1.500 0.150 0.38 0.057 Back/Lt. 0.000'RIG3T 0.057 4 0.228 0 0.0162 0.0704 1,517 2,000 1.31839 0.0833 1.18324 2.31 Back/Lt. 0 4 0 0 Ahead/Rt. 0.228 0.0162 1.500 1.5 0228 1.390 0.563 4.889 1.645 WeirFlow 210 DI-1 1.500 0.050 0.40 0.02 Back/Lt. 0.000'RIG-IT 0.02 4 0.08 0 0.001 0.0208 1.727 2.000 1.15808 0.0833 4.00481 3.50 Back/Lt. 0 4 0 0 Ahead/Rt. 0,080 0.001 1.500 1.5 0.O80 0691 0.166 4.191 2.770 WeirFlow 212 DI-1 1.500 0.025 0.90 0.0225 Back/Lt. O.00ORICHI 0.009 0.35 0,00315 Back/Lt. 0.026 4 0,104 0 Back/Lt. 0 4 0 0 Ahead/Rt. 0.104 0.001 1,500 1,5 0. 104 0.721 T>8.0ft 214 DI-1 1.500 0,020 0.35 0.007 Back/Lt. O.000RIGHT 0.007 4 0.028 0 OD01 0.0208 1165 1000 1,71674 0.0833 4.00481 3.50 Back/.Lt. 0 4 0 0 Ahead/Rt. 0.028 0.001 1.500 1.5 0.028 0.343 0,166 3.843 1.376 WeirFlow 216 DI-1 1.500 0.020 0.90 0.018 Back/Lt. O.WORI 0.050 0.35 0.0175 Back/Lt. 0.036 4 0.144 0 0.0079 0.0779 1.461 2.000 1.36893 0.0833 1.06932 2.13 Back/Lt. 0 4 0 0 Ahead/Rt. 0.144 0.0079 L500 1.5 0.144 1.023 0,623 L523 1.095 WeirFlow 222 DI-1 1.000 0.010 0.90 0.009 Back/Lt. 0.009RI 0.050 0.35 0.0175 Back/Lt. 0.027 4 0.108 0 Back/Lt. 0 4 0 0 Ahead/Rt. 0.108 0.0100 1.000 1 0.108 0.968 T> 8.0 It 224 DI-1 1.000 0.030 0.59 0.0177 Back/Lt. 0.009RIGHT 0.018 4 0.072 0 Back/IA. 0 4 0 0 Ahead/Rt. 0.072 0.0100 1.000 1 0,072 0.739 T>8.0ft 234 DI-1 2.500 3,420 0.45 1.539 Back/Lt. 0.009RIGHT 1.539 4 6.156 0 Back/IA. 0 4 0 0 Ahead/Rt. 6.156 0.0100 2,500 2.5 0.I56 11.605 T>8.0ft 238 DI-3B 8.000 0.280 0.88 0.2464 ORIGHT 0.246 4 0.994 0 0,994 0.0330 0.0270 2.894 2.000 0.69109 0.0833 3.08519 0,988 3.35 0.1396 0.1649 7.948 8.000 1.019 1.000 0.984 0.000 2.289 316 DI-3C 6.000 0,540 0.80 0,432 Back/Lt. 0.000RIGHT 0432 4 1,728 0 0.0340 0.0290 1182 2.000 0A7824 0.0833 2,87241 330 Back/Lt. 0 4 0 0 Ahead/Rt. 1.728 0.0340 6 1.728 2.194 0.232 0.333 0.696697 4.194 6.304 WeirFlow 402 DI-3B 6.000 0.247 0.90 0.2223 Back/Lt. O00TRIGM 0.070 0.35 0.0245 Back/Lt. 0.247 4 0,988 0 0.0270 0.0160 3.892 2,000 0.51387 0.0833 5,20625 3.62 Back/Lt. 0 4 0 0 Ahead/Rt. 0.988 0.0270 6 0.988 1.511 0,128 0,333 0.384394 3.511 7.869 WeirFlow 406 DI-3C 6.000 0.490 0.75 0.3675 Back/Lt. 0.00YR1G-1T 0.368 4 1.472 0 0.0240 0,0240 4.624 2000 0.43253 0.0833 3.47083 3,42 Back/Lt. 0 4 0 0 Ahead/Rt. 1.472 0.0240 6 1472 1.971 0.192 0.333 0,576577 3.971 6.844 WeirFlow lx DI-1 1.000 0.060 0.35 0.021 Bark/Lt. 0DOURIG-IT 0.021 4 0.084 0 Back/Lt. 0 4 0 0 Ahead/Rt. 0.084 0.0100 1.000 1 0,084 0.741 T > 8.0 ft EX 400 DI-3B 6.000 0,240 0.90 0.216 Back/LL 0.000RI 0,080 0.35 0,028 Back/Lt. 0,244 4 0.976 0 0.0270 0.0330 2.929 2.000 0.68283 0.0833 2.52424 3.21 Back/LL 0 4 0 0 Ahead/Rt. 0.976 0.0270 6 097(i 1.499 0.264 0.333 0.792793 3.499 3.794 WeirFlow EX 408 DI-3C 6.000 0.150 0.83 0,1245 Back/Lt. 0 000T IG-IT 0.125 4 0.5 0 0.0490 0.0218 1.655 2,000 1.20946 0.0833 3.8211 348 Back/1-t. 0 4 0 0 Ahead/Rt. 0.500 0.0490 6 0.500 0.959 0.174 0333 0.522523 2.959 3.667 WeirFlow Culvert Calculations C Area Impervious Pervious C*A 110yr 125yr Q10yr Q25yr 505 0.44 0.05 0.01 0.04 0.022 6.47 7.31 0.15 0.16 Ex Culvert 0.531 0.36 0.141 0.23 0.1911 6.47 7.311 1.24 1.40 501 0.581 0.97 0.461 0.51 0.5691 6.47 7.311 3.68 4.16 LD-229 STORM SEWER DESIGN COMPUTATIONS STORM FREQUENCY 10 PROJECT: CROZET ES LOCATION: ALBEMARLE COUNTY COUNTY: ALBEMARLE COUNTY Checked by: UNITS ENGLISH PIPE NO. FROM POINT TOPOINT DRAIN. AREA "A" Acre (3) RUNOFF COEFF. "C" (4) CA INLET TIME Minutes (7) RAIN FALL In/Hr (8) RUNOFF INVERT ELEVATION LENGTH of Pipe Ft. (12) SLOPE Ft./FL (13) SIZE (Dia. Or Span/Rise) In. (14) SHAPE Number ofPipes Capacity CFS (15) Friction Slope Ft1Ft. NORMALFLOW FLOWTIME INCRE-ACCUM MENT (5) HEATED (6) Lateral CFS TotalQ CFS (9) UPPER END (10) LOWER END (11) Depthof Flaw, do Ft. Areaof Flow. An SgFt Hm Ft. Vn Ft/Sec (16) En FL INCRE- MENT Minutes (17) ACCUMU -LATED Minutes (17) REFERENCE (1) STA. REFERENCE (2) STA. 101 102 too 0.00 0.00 0.00 5.45 5.76 0.00 2.99 677.23 677.00 45.98 0.00500 21 Circular 1 12.14 0.00030 0.59 0.72 0.33 4.18 0.86 0.18 5.64 105 126 102 0.00 0.00 0.00 5.29 5.80 0.00 2.99 677.53 67733 39.84 0.00502 21 Circular 1 12.16 0.00030 0.59 0.72 0.33 4.18 0.86 0.16 5.45 107 106 126 0.00 0.00 0.00 5.00 0.00 0.93 678.00 677-63 23.50 0.01574 12 Circular 1 4.84 0.00060 0.30 0.20 0.17 4.76 0.65 0.08 5.09 109 110 108 0.00 0.00 0.00 5.17 5.84 0.00 1.27 680.84 680.50 68A9 0.00496 12 Circular 1 2.72 0.00110 0.48 0.37 024 3.40 0.66 0.34 5.50 113 SWM #L O - 110 0.00 0.00 0.00 5.00 0.00 1.27 684.50 682.79 57.15 0.02992 12 Circular 1 6.68 0.00110 0.30 0.19 0.17 6.55 0.96 0.15 5.15 115 1116 1114 0.00 0.00 0.19 5.67 5.70 0.00 3.48 678.33 678.25 10.04 0.00797 15 Circular 1 6.25 0.00260 0.67 0.67 0.33 5.23 1.09 0.03 5.70 117 118 116 0.00 0.00 0.09 5.01 5.89 0.00 0.56 678.74 678.43 61.50 0.00504 8 Circular 1 0.93 0.00190 0.37 0.20 0.18 2.79 0.49 0.37 538 119 ROOF A 118 0.11 0.90 0.09 0.09 5.00 4.93 0.00 0.56 678.84 678.74 4.00 0.02500 8 Circular 1 2.07 0.00190 0.24 0.11 0.13 5.03 0.63 0.01 5.01 121 122 116 0.00 0.00 0.09 5.39 4.83 0.00 2.94 678.79 678.43 71.50 0.00503 15 Circular 1 4.96 0.00180 0.69 0.70 0.33 4.22 0.97 028 5-67 123 ROOF B 122 0.11 0.90 0.09 0.09 5.00 5.89 0.00 0.56 678.91 678.89 4.00 0-00500 8 Circular 1 0.93 0.00190 0.37 0.20 0.18 2.78 0.49 0.02 5.02 125 126 122 0.00 0.00 0.00 5.00 0.00 0.00 2.50 691.10 678.89 53.22 0-04153 12 Circular 1 7.87 0.00440 039 0.28 021 8.90 1.62 0.10 5.10 127 128 126 0.00 0.00 0.00 5.08 5.86 0.00 2.99 678.32 677.63 69.08 0-00999 21 Circular 1 17.16 0.00030 0.49 0.56 029 536 0.94 0.22 5.29 129 SWM #L O. 1128 0.00 0.00 0.00 5.00 0.00 0.00 2.99 684.50 683.98 54.73 0-00950 21 Circular 1 16.73 0.00030 0.50 0.57 029 526 0.93 0.17 5.17 131 132 SWM #1,IN 0.19 0.89 0.17 0.17 5.00 5.89 0.00 1.00 690.70 688.76 24.21 0-08013 12 Circular 1 10.93 0.000701 0.20 0.12 0.12 8.66 1.37 0.05 5.05 133 134 SWM #1,IN 0.00 0.00 0.80 6.31 5.53 0.00 6.39 686.71 686.57 17.59 0-00796 18 Circular 1 10.15 0.00330 0.86 1.05 OAl 6.07 1.44 0.05 635 135 136 SWM#LIN 0.26 0.85 022 0.23 5.43 5.76 0.00 3.26 688.38 688.14 18.89 0-01271 12 Circular 1 4.35 0.00740 0.65 0.54 029 6.08 1.22 0.05 5.48 137 138 136 0.01 0.90 0.01 0.19 5.23 5.82 0.00 1.98 689.07 688.48 1 47.14 0-012521 12 Circular 1 4.32 0.00280 0.48 0.37 0.24 538 0.93 0.15 5.37 139 138A 138 0.00 0.00 0.18 5.19 5.83 0.00 1.93 689.29 689.17 11.67 0-01028 12 Cu-culsr 1 3.91 0.00260 0.50 0.39 025 4.97 0.88 0.04 5.23 139A 139B 138A 0.00 0.00 0.18 5.12 8.59 0.00 1.93 689.59 689.36 19.80 0.01162 12 Circular 1 4.16 0.00260 0.48 0.37 024 5,20 0.90 0.06 5.19 139B TD 1139B 0.20 0.90 0.18 0.18 5.00 5.89 0.00 1.06 690.11 689.80 30.92 0.01003 12 Circular 1 3.87 0.00080 0.36 025 020 4.20 0.63 0.12 5.12 145 146 SWM #1, IN 0.22 0.85 0.19 0.19 5.00 5.89 0.00 1.10 690.98 688.76 27.69 0.08017 12 Circular 1 10.93 0.00080 0.21 0.12 0.13 8.92 1.45 0.05 5.05 147 148 SWM#LIN 0.00 0.00 024 6.03 5.60 0.00 1.41 692.92 689.15 108.31 0.03481 15 Circular 1 13.06 0.00040 0.28 020 0.17 6.95 1.03 026 6.29 149 150 148 0.21 0.80 0.17 023 5.24 5.82 0.00 1.32 694.19 693.02 172.49 10.00678 15 Circular 1 1 5.76 0.00040 0.41 0.35 023 3.81 0.63 0.75 5.99 151 152 150 0.07 0.84 0.06 0.06 5.00 5.89 0.00 0,35 695,00 684.29 94.03 0.11390 15 Circular 1 23.62 0.00000 0.11 0.05 0.07 6.95 0.86 023 5.23 153 154 148 0.02 0.90 0.01 0.01 5.00 5.89 0.00 0.09 695.36 694.90 61.33 0.00750 12 Circular 1 3.34 0.00000 0.11 0.05 0.07 L83 0.16 0.56 556 205 206 204 0.00 0.00 0.16 6.02 5.60 0.00 7.44 676.57 67623 67.37 0.00505 18 Circular 1 8.09 0.00450 1.13 1.43 OA5 5.19 1.55 022 6.24 207 208 206 0.20 0.38 0.08 0.16 5.66 5.70 0.00 744 67724. 676.67 113.61 0.00502 18 Circular 1 8.06 0-004501 1.14 1A4 OA5 5.18 1.55 0.37 6.02 209 210 208 0.05 0.40 0.02 0.08 5.41 5.77 0.00 6.91 677.56 67734 44.98 0.00489 18 Circular 1 7.96 0.00380 1.08 136 OA5 5.07 IA8 0.15 5.56 211 212 210 0.03 0.77 0.03 0.06 5.15 5.84 0.00 6.80 677.95 677.66 38.35 0-007561 18 Circular 1 9.89 0.00370 0.91 1.13 0:42 6.03 IA8 0.11 525 213 214 212 0.09 0.41 0.04 1.40 10.66 4.63 0.00 6.65 678.24. 678.05 19.24 0.00988 18 Circular 1 11.31 0.00360 0.83 1.00 OAO 6,66 1.52 0.05 10.71 215 216 214 0.07 0.51 0.04 1.40 10.62 4.63 0.00 6.47 680.40 679.96 21.76 0.02022 15 Circular 1 9.95 0.00890 0.73 0.75 034 8,64 1.89 0.04 10.66 217 BI03 216 0.00 0.00 0.00 5.00 0.00 0.00 1.73 681.50 680.50 57.17 0.01749 15 Circular 1 9.26 0.00060 037 030 021 5.78 0.89 0.17 5.17 219 218 BI03 0.00 0.00 1.34 10.43 4.67 0.00 6.34 692.94. 681.60 41.43 0.03234 15 Circular 1 1259 0.00860 0.63 0.62 031 1027 227 0.07 10.50 221 222 216 0.32 0.90 029 0.29 5.00 5.89 0.00 1.70 680.91 680.50 13.78 0.02975 12 Circular 1 6.66 0.00200 034 024 0.19 7.08 1.12 0.03 503 223 224 208 0.43 0.76 0.33 0.33 5.00 5.89 0.00 1.92 681.09 67734 46.92 0.07992 12 Circular 1 10.91 0.00260 0.28 0.18 0.16 10.46 1.98 0.08 508 233 234 232 3.82 0.35 1.34 L34 10.00 4.74 0.00 6.34 685.20 684.39 89.73 0.00903 15 Circular 1 6.65 0.00860 0.98 1.03 0.38 6.17 1.57 0.24 10.24 237 238 236 0.28 0.88 0.25 0.25 5.00 5.89 0.00 1.45 685.26 685.19 14.04 0.00499 15 Circular 1 4.94 0.00040 0.46 0.41 025 3.50 0.65 0.07 5.07 303 304 302 0.00 0.00 0.00 5.63 5.71 0.00 5.78 675.85 675.22 45.93 0.01372 15 Circular 1 8.20 0.00710 0.77 0.80 0.35 7.24 1.59 0.11 5.74 305 306 304 0.00 0.00 0.00 5.46 5.75 0.00 5.78 676.45 675.85 42.99 0.01396 15 Circular 1 8.27 0.00710 0.77 0.79 0.35 7.29 1.60 0.10 5.56 307 308 306 0.00 0.00 0.00 5.22 5.82 0.00 5.78 67Z98 676.45 88.28 0.01733 15 Circular 1 9.21 0.00710 0.72 0.73 0.34 7.93 1.69 0.19 5.41 309 310 308 0.00 0.00 0.00 5.00 0.00 0.00 5.78 679.22 678.08 33.53 0.03400 15 Circular 1 12.90 0.00710 0.59 0.57 0.30 10.23 2.21 0.06 5.06 311 312 310 0.00 0.00 0.00 5.09 5.86 0.00 4.26 679.72 679.32 21.27 0.01881 15 Circular 1 9.60 0.00390 0.58 0.56 0.30 7.59 1.48 0.05 5.14 313 SWM#2, OU 312 0.00 0.00 1 0.00 5.00 0.00 4.26 680.00 679.82 24.57 0.00733 15 Circular 1 5.99 0.00390 0.78 0.80 0.35 5.30 122 0.08 5.08 315 316 SWM#2,IN 0.54 0.78 0.42 0d2 5.00 5.89 0.00 2.48 683.29 682.26 12.18 0.08456 15 Circular 1 20.35 0.00130 0.30 022 0.17 1124 226 0.02 5.02 EX 15" EX 400 134 0.32 0.76 024 0.80 6.25 5.54 0.00 6.39 687.35 686.98 19.19 0.01928 15 Circular 1 8.97 0.01020 0.78 0.80 0.35 7.94 1.76 0.04 629 EX 229 EX230 218 0.00 0.00 1.34 10.34 4.68 0.00 6.34 683.52 683.04 35.62 0.01348 15 Circular 1 750 0.01010 0.88 0.93 0.37 6.86 1.61 0.09 10.43 EX 231 232 EX 230 0.00 0.00 1.34 10.22 4.70 0.00 6.34 684.39 683.88 51.06 0.00999 15 Circular 1 6.46 0.01010 L01 1.06 0.38 6.00 1.56 0.14 10.36 EX 401 1402 EX 400 0.32 0.78 025 0.55 5.36 5.78 0.00 5.03 691.62 688.53 309.75 0.00998 15 Circular 1 6.45 0.00630 0.83 0.87 0.36 5.82 136 0.89 625 EX 403 404 402 0.00 0.01 0.31 5.23 5.82 0.00 3.61 691.87 691.42 36.21 0.012431 15 Circular 1 7.20 0.00330 0.63 0.61 0.31 5.87 1.16 0.10 5:3 EX 405 406 404 0.49 0.75 0.37 0.62 5.18 5.83 0.00 3.61 692.04 691.92 14A6 0.00830 15 Circular 1 5.89 0.00330 0.71 0.72 0.34 5.04 1.10 0.05 -522 EX 407 EX 408 406 015 0.83 0.13 0.13 1 5.00 5.89 0.00 0.74 692.37 692.04 38.02 0.00868 15 1 Circular 1 1 6.02 0.00010 0.30 022 0.17 3.33 0.47 0.19 5.19 LD347 HYDRAULIC GRADE LINE ANALYSIS INCIDENCE PROBABILITY 10 Year PROJECT: CROZET ES DESIGNED BY: Checked: NLET OR JUNCTION STA. OUTFLOW NVERT EL. OF OUTFLOW PPE DEPTH FLOW SURFACE PPE OUTLET WATER ELEV. (In/mm) DIA. PPE Do DESIGN LENGTH DISCH. 00 (CFS/CMS) PIPE Lo (Ft/M) FRICTION SLOPE, Sfo (FT/FT) (WrA FRICTION LOSS Hf (Ft" JUNCTION LOSS SURFACE FLOW Ad!. Ht 1.3 Ht (Ft/K Inlet Shaping? YM 0.5 Ht (FV" FNAL H (FM Inlet Water Surface Bevation Top of MN Top of InletAdjustment? Bev. APPROX. vo Contr. Ho (FNMA vi VI*2/2g Hi (Ex Ion) 0.35*MAX. (Vi22g) SKEW Angle K Bend H (Ft/M) Sum HE (Ft'Ml 0) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (16) (17) (18) (19) 100 1 1 1 1 678.400 102 677.000 1.75 678.400 21 2.990 45.98 0.00032 0.015 1 4.178 0.068 1 4.184 0.272 1 0.D95 1 0.0 0.00 1 0.000 0.163 0.000 0.163 YES 0.081 0.096 678.496 680.310 O.K. 126 678.890 1.00 679.690 12 2.500 53.22 0.00439 0.233 8.895 0.307 5.356 0.445 0.156 0.0 0.00 0.000 0.463 0.000 0.463 YES 0.232 0.465 681.487 687.270 O.K. 128 677.630 1.75 681.487 21 2.990 69.08 0.00032 0.022 5.356 0.111 5.261 0.430 0.150 0.0 0.00 0.000 0.262 0.000 0.262 YES 0.131 0.153 681.640 690.000 O.K. SWM #1, OUT 683.980 1.75 685.380 21 2.990 1 54.73 0.00032 0.017 5.261 0.107 0.000 0.000 0.000 0.0 0.00 0.000 0.107 0.000 0.107 YES 0.054 0.071 685.451 686.500 O.K. 108 681.300 110 680.500 1.00 681.300 12 1270 68.49 0.00113 0.078 3.404 0-045 6.545 0.665 0.233 0.0 0.00 0.000 0.278 0.000 0.278 YES 0.139 0216 681.516 689.450 O.K. SWM #1, OUT 683.980 1.75 685.380 21 2.990 54.73 0.00032 0.017 5261 0.107 0.000 0.000 0.000 0.0 0.00 0.000 0.107 0.000 0.107 YES 0.054 0.071 685.451 686.500 O.K. 204 677.630 206 676230 1.50 677.630 18 7.436 67.37 0.00446 0.301 5.192 0.105 5.178 0.416 0.146 0.0 0.00 0.000 0.250 0.000 0.250 YES 0.125 0.426 678.056 681.190 O.K. 208 676.670 1.50 678.056 18 7.436 113.61 0.00446 0.507 5.178 0.104 5.072 0.399 0.140 0.0 0.00 0.000 0.244 0.433 0.244 YES 0.122 0.629 678.685 661.040 O.K. 224 677.340 1.00 678.685 12 1.921 46.92 0.00259 0.122 10.462 0.425 0.000 0.000 0.000 0.0 0.00 0.000 0.425 1.921 0.552 YES 0.276 0.398 681.374 690.230 O.K. 210 677.340 1.50 678.685 18 6.912 44.98 0.00386 0.173 5.072 0.100 6.034 0.565 0.198 0.0 0.00 0.000 0.298 0.115 0.298 YES 0.149 0.322 679.007 6B2.060 O.K. 212 677.660 1.50 679.007 18 6.797 38.35 0.00373 0.143 6.034 0.141 6.657 0.688 0.241 0.0 0.00 0.000 0.382 0.152 0.382 YES 0.191 0.334 679.341 6B3.230 O.K. 214 678.050 1.50 679.341 18 6.645 19.24 0.00356 0.069 6.657 0.172 8.635 1.158 0.405 0.0 0.00 0.000 0.577 0.171 0.577 YES 0.289 0.357 679.699 683.750 O.K. 216 679.960 1.25 680.960 15 6.474 21.76 0.00895 0.195 8.635 0.289 7.084 0.779 0.273 0.0 0.00 0.000 0.562 0.167 0.562 YES 0.281 0.476 681.436 683.750 O.K. 222 680.500 1.00 681.436 12 1.695 13.78 0.00202 0.028 7.084 0.195 0.000 0.000 0.000 0.0 0.00 0.000 0.195 1.695 0.253 YES 0.127 0.154 681.590 6B5.540 O.K. B103 680.500 1.25 681.500 15 1.730 57.17 0.00064 0.037 5.779 0.130 10.274 1.639 0.574 0.0 0.00 0.000 0.703 0.000 0.703 YES 0.352 0.388 681.888 685.750 O.K. 218 681.600 1.25 682.600 15 6.340 41.43 0.00858 0.355 10.274 0.410 6.855 0.730 0.255 0.0 0.00 0.000 0.665 0.000 0.665 YES 0.333 0.688 683.568 687.150 O.K. EX230 683.040 1.25 684.040 15 6.340 35.62 0.01007 0.359 6.855 0.182 5.998 0.559 0.196 0.0 0.00 0.000 0.378 0.000 0.378 YES 0.189 0.548 684.588 691.380 O.K. 232 683.880 125 684.885 15 6.340 51.06 0.01007 0.514 5.998 0.140 6.169 0.591 0.207 0.0 0.00 0.000 0.346 0.000 0.346 YES 0.173 0.687 685.572 692.780 O.K. 234 684.390 125 685.572 15 6.340 89.73 0.00858 0.770 6.169 0.148 0.000 0.000 0.000 0.0 0.00 0.000 0.148 6.340 0.192 YES 0.096 0.866 686.438 689.300 O.K. 302 676220 304 675.220 125 676220 15 5.780 45.93 0.00713 0.328 7239 0203 7.288 0.825 0.289 0.0 0.00 0.000 0.492 0.000 0.492 YES 0.246 0.574 676.794 6B0.010 O.K. 306 675.850 1.25 676.850 15 5.780 42.99 0.00713 0.307 7.288 0.206 7.928 0.976 0.342 0.0 0.00 0.000 0.548 0.000 0.548 YES 0.274 0.580 677.430 679.340 O.K. 308 676.450 125 677.450 15 5.780 8828 0.00713 0.630 7.928 0244 10226 1.624 0.568 0.0 0.00 0.000 0.812 0.000 0.812 YES 0.406 1.036 678.098 681.830 O.K. 310 678.080 125 679.080 15 5.780 33.53 0.00713 0239 10226 0.406 7.588 0.894 0.313 0.0 0.00 0.000 0.719 0.000 0.719 YES 0.359 0.599 679.806 684.000 O.K. 312 679.320 125 680.320 15 4260 2127 0.00387 0.082 7.588 0224 5.301 0.436 0.153 0.0 0.00 0.000 0.376 0.000 0.376 YES 0.188 0271 680.591 686.510 O.K. SWM#2, OUT 679.820 125 680.820 15 4260 24.57 0.00387 0.095 5.301 0.109 0.000 0.000 0.000 0.0 0.00 0.000 0.109 0.000 0.109 YES 0.055 0.150 680.970 684.000 O.K- WM #1, IN 688.500 136 688.140 1.00 688.940 12 3257 18.89 0.00744 0.141 6.078 0.143 5.384 0.450 0.158 0.0 0.00 0.000 0.301 1273 0.391 YES 0.196 0.336 689276 696.160 O.K. 138 688.480 1.00 689280 12 1.984 47.14 0.00276 0.130 5.384 0.113 4.968 0.383 0.134 0.0 0.00 0.000 0.247 0.052 0.247 YES 0.123 0254 689.546 696.750 O.K. 138A 689.170 1.00 689.970 12 1.932 11.67 0.00262 0.031 4.968 0.096 5.200 0.420 0.147 0.0 0.00 0.000 0.243 0.000 0.243 YES 0.121 0.152 690.122 697.310 O.K. 139B 689.360 1.00 690.160 12 1932. 1980. 0.00262 0.052 5200 0.105 4.198 0.274 0.096 0.0 0.00 0.000 0.201 0.000 0.201 YES 0.100 0.152 690.312 697.560 O.K. TD 689.800 1.00 690.600 12 1.059 30.92 0.00079 0.024 4.198 0.088 0.000 0.000 0.000 0.0 0.00 0.000 0.068 0.000 0.068 YES 0.034 0.059 690,659 692.750 O.K. 134 686.570 1.50 688.500 18 6.385 17.59 0.00329 0.05E 6.071 0.143 7.937 0.978 0.342 0.0 0.00 0.000 0.485 0.000 0.485 YES 0.243 0.301 688.801 696.450 O.K. EX 400 686.980 1.25 688.801 15 6.385 19.19 0.01021 0.196 7.937 0.245 5.816 0.525 0.184 0.0 0.00 0.000 0.428 1.353 0.557 YES 0.278 0.474 689.275 096.680 O.K. 402 688.530 1.25 689.530 15 5.033 309.75 0.00635 1.966 5.816 0.131 5.870 0.535 0.187 0.0 0.00 0.000 0.319 1.428 0.414 YES 0.207 2.173 692.450 698.380 O.K. 404 691.420 1.25 692.450 15 3.605 36.21 0.00326 0.118 5.870 0.134 5.037 0.394 0.138 0.0 0.00 0.000 0.272 0.000 0.272 YES 0.136 0.254 692.704 697.970 O.K. 406 691.920 1.25 692.920 15 3.605 14.46 0.00326 0.047 5.037 0.098 3.328 0.172 0.060 0.0 0.00 0.000 0.159 2.147 0.206 YES 0.103 0.150 693.070 697.860 O.K. EX408 692.040 1.25 693.070 15 0.736 38.02 0.00014 0.005 3.328 0.043 0.000 0.000 0.000 0.0 0.00 0.000 0.043 0.736 0.056 YES 0.028 0.033 693.103 696.020 O.K. 132 688.760 1.00 689.560 12 0.995 24.21 0.00069 0.017 8.656 0.291 0.000 0.000 0.000 0.0 0.00 0.000 0.291 0.995 0.378 YES 0.189 0.206 690.904 695.320 O.K. 148 689.150 1.25 690.150 15 1.405 108.31 0.00042 0.046 6.954 0.188 3.813 0.226 0.079 0.0 0.00 0.000 0.267 0.000 0.267 YES 0.133 0.179 693.197 700.830 O.K. 150 693.020 1.25 694.020 15 1.324 172.49 0.00037 0.065 3.813 0.056 6.953 0.751 0.263 0.0 0.00 0.000 0.319 0.977 0.415 YES 0207 0.272 694.597 700.110 O.K. 152 684290 1.25 694.597 15 0.347 94.03 0.00003 0.002 6.953 0.188 0.000 0.000 0.000 0.0 0.00 0.000 0.188 0.347 0.244 YES 0.122 0.124 695.106 699.740 O.K. 146 688.760 1.00 689.560 12 1.100 27.69 0.00085 0.024 8.919 0.309 0.000 0.000 0.000 0.0 0.00 0.000 0.309 1.100 0.401 YES 0201 0224 691.194 696.690 O.K. 154 694.900 1.00 695.700 12 0.085 61.33 0.00001 0.000 1.825 0.013 0.000 0.000 0.000 0.0 0.00 0.000 0.013 0.085 0.017 YES 0.008 0.009 695.709 699.530 O.K. SWM#2, IN 683.000 316 682.260 125 683260 15 2.483 1 12.18 1 0.00132 0.016 11.238 0.490 1 0.000 1 0.000 0.000 0.0 0.00 0.000 0.490 2.483 0.637 YES 0.319 0.335 683.595 687.790 O.K. VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com 0 0,i4� • 0' TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • bemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 p,TH OF Bryan D. Cichocki Z Lie. No. 53741 ll/715-A-10 ONAL Checked By Designed By Drawn By B. CICHOCKI K. ROESER K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN 8 WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 STORM SEWER TABLES C7m2 CLEANOUT CLEANOUT 13 CLEANOUT V M D O INV IN 687.22 (11-10) INV OUT 687.22 (10-EX MH) EXISTING MANHOLE STA 10+00.00 TOP 692.02 EX2 INV IN 673.44 (EX 8_ PVC) INV IN 686.92 (10-EX MH) INV OUT 673.20 (EX. 8" PVC) 7n.1; EXTERNAL DROP CONNECTION (SEE DETAIL ON SHEET C1.3) - INV IN 691.42 (14-13) INV OUT 691.42 (13-12) CLEANOUT iTA 12+19.7', INV IN 691.32 (13-12) INV OUT 691.32 (12-11) INV IN 691.97 (15-14) INV OUT 691.97 (14-13) CLEANOUT INV IN 692.54 (16-15) INV OUT 692.46 (15-14) CLEANOUT 6TSTA 12+929.85 Op 706.INV IN 692.86 (GT-16) INV OUT 692.86 (16-15) 7171.1; CLEANOUT 11 TA 10+89.35 OP 694.61 NV IN 688.71 (12-11) NV OUT 688.71 (11-10) 700 700 EXISTING GRADE PROP SED / 695 G DE EXIS ING 695 / LINE 12 11 42� OF 690 2.44' OF 130 pVC 14-13 4" PVC o PPER 6' 2 27.35' OF @ 2.00 /o WATERLINE @ 6" PVC 16-15 10-EX MH 685 1'5� 15.11' 2.00% 15-14 15.91' OF 685 4" PVC 6" PVC @ 2.00ok 24.78' OF @ 2.00% 6" PVC @ 2.00% 680 EXISTING 12" 1 680 HOPE TORM EXISTING 8" PVC SANITARY SEWER 675 675 WELL SUPPLY AND RETURN LINES 670 670 665 1 665 9+50 10+00 11+00 12+00 SSWR 15 - EXISTING MANHOLE HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 13+00 13+50 DOGHOUSE MANHOLE STA 10+00.09 9 TOP 675.59 INV IN 667.85 (Ex 8" PVC) INV IN 670.31 (10-9) INV OUT 666.75 (Ex 8" PVC) RR.ri EXTERNAL DROP CONNECTION (SEE DETAIL ON SHEET C1.3) - CLEANOUT 10 STA 10+42.39 TOP 680.40 INV IN 673.70 (BUILDING - 10) INV OUT 673.70 (10-9) Rfi..ri EXISTING GRADE 680 680 PROPOSED GRADE 675 �/ DING-10 675 BUI 36. 9' OF 670 670 10-9 .00% 42.39' OF 6' PVC 8.00% 665 665 660 660 655 655 9+50 10+00 11+00 11+50 SSWR 10 - SSWR 9 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 700 .S 9+50 EXISTING GRADE 4 (10) 4" WELL SUPPLY AND 700 695 695 FIRE HYDRANT 670 EXISTING GRADE BEND F. 685 3' MIN 6" TAP ING S LEEVE AND VALVE 1' MIN 680 EX 18" STORM PIPE 6" CLASS-52 9+50 FIRE HYDRANT 1 HYDRANT PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 1 L V / r PROP. SANITARY 233 15" HOPE STORM ddR EX 8" PVC SEWER PIPE TIE SUPF LY AND RETURN LINES TO GEOTHE MAL WELL (SEE MER PLANS) 10+00 11+00 12+00 13+00 GEOTHERMAL WELL SUPPLY PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 14+00 BUILDING 700 690 680 675 670 PROFILE SCALE VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com • ` 4 41 41 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • bemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 WTH 0--r Bryan D. Cichoeld Lie. No. 53741 N5873 Checked By Designed By Drawn By ONAL Z B. CICHOCKI K. ROESER K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN 8 WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 UTILITY PROFILES C73 V M D O 795 795 720 720 715 715 j-HEIGHT OF OBJECT = 3.5' EIGHT OF FYE = 3.5' 710 — SDR - 390' 710 _ _ — — _ _ \ \ PROPOSED 705 _ GRADE ^ 705 390, HEIGHT OF OBJECT = 3.5' 700 700 695 \ 695 EXISTING \ GRADE \ 690 690 685 685 9+50 10+00 11+00 12+00 13+00 14+00 15+00 VDOT SIGHT DISTANCE PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 I li I I I \ I \ I � i 11+00 _ --fi t +50 OHP OHP v OHP— Z�4— OHP v vv r iGII1A] IN 1111111111118U1 ��'i.— ■'_'.Wlvig 11\ I I II II i 1�� \� - - �702 0 7 I_ I I oy7 . I � � \ I I I 703� I I I UFO 72' OEC ^O� I5 i I I / 704 I I I PROPOSED BUS ENTRANCE - z I I LESS THAN 50 TRIPS PER DAY Now 5, �_- � J -=+5 16+00 .I-� L OHP Jl — 15+ _ I-�h•-�- � O , 15+0�_�}� � / r t 0 14i'i-� t SIT DISTANCE LEFT - 390' 3 NOW - woo I I oHP' \ \ L3. dH moo' woo fE:11811 iIIiII] I I rag1 II II � I I 6g8� I I � I I I I bog II I II I I I I i li( PROFILE SCALE owl LSD _174g9 --- ---_ UFO —UF UFO— _--� — OHP- -UFO OHP— oHP— SCALE 1 "=30' 0 30' 60' VMDO Architects 200 E Market Street Charlottesville. VA 22902 434.296.56B4 vmdo.com TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. bemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 Checked By Designed By Drawn By TH of � O Bryan D. Cichcelri 'Z, Lie. No. 53741 IONAL� N5873 B. CICHOCKI K. ROESER K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN 8 WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 VDOT SIGHT DISTANCE PROFILE C8,.0 I I I I aOeN PARKING LOT LANDSCAPING KEY SCALE V=60' PARKING LOT LANDSCAPING 3,965 SF 0 60' 120' PLANT KEY TREES BOTANICAL NAME ACE RBR ACER RUBRUM BET RIV BETULA NIGRA GIN PSG GINKGO BILOBA'PRINCETON SENTRY NYS SYL NYSSA SYLVATICA PLA OCC PLATANUS OCCIDENTALIS QUE PHE QUERCUS PHELLOS TIL COR TILIA CORDATA EVERGREEN TREES BOTANICAL NAME JUN EAS JUNIPERUS VIRGINIANA FLOWERING TREES BOTANICAL NAME COR FLO CORNUS FLORIDA SHRUBS BOTANICAL NAME CALATH CALYCANTHUS FLORIDUS 'ATHENS' ILE DWA ILEX CORNUTA'DWARF BURFORD' ILE GLA ILEX GLABRA ILE RED ILEX VERTICILLATA 'RED SPRITE' ITE SPR ITEA VIRGINICA'SPRICH' TM GRASSES BOTANICAL NAME JUN EFF JUNCUS EFFUSUS PAN HEA PANICUM VIRGATUM'HEAVY METAL' PAN SHD PANICUM VIRGATUM 'SHENANDOAH' PERENNIALS BOTANICAL NAME ECH PUR ECHINACEA PURPUREA HYP CAL HYPERICUM CALYCINUM RUD HIR RUDBECKIA HIRTA SED ALIT SEDUM X 'AUTUMN JOY' iull U11794 SF \ o 11296SF \ CONCEPT PLANT SCHEDULE I 1 \ 1' P001,O00 ® k \ /� MEADOW PLANTINGS 12,901 SF SEE SHEET \ L1.1 FOR DETAIL SEE SHEET L2.0 • �� I .. I \ I LANDSCAPE PLAN COURTYARD PLANTINGS 1,755 SF p TED8X8 i�ii/�i RELOCA j jj,�/, -Sedum spectable'Autumn Joy' 0 00 SHED - Carex sp. �'• - RF • 00 I - Panicum virgatum 'Shenandoah' - Osmunda cinnamonm ea0 naera s0 _ Hypecum cycin Itea vigicaSpricuhm O g GIN PSG Ilex gla ap (3) NYS SYL —68— IO % (1)PLAOCC '.;.p;.;.;• rl I 0 Y � BUS LOOP BIO-FILTER PLANTINGS 2,903 SF ! I I 576 SF • O 000 ✓' \ Itea virginica'Sprich' r Corpus serica'Kelseyi' Fotherg'Ila ggardenii Mount Airy' I I I Ilex glabra 'Compacta' l I \ Ilex verticillatta 'Red Sprite' ee 1376 SF I • \ Juncus effusus t • • ��� PLAYGROUND PLANTINGS 1,273 SF \ \ - Panicum virgatum'Shenandoah' Hypericum calycinum - Carex sp. \ - Calamagrostis x acutiflora Karl Foerster' 1421 SF— \ Sedum spectabile'Autumn Joy' +++++ BIO-FILTER PLANTINGS 2,040 SF + + + ++++++ - Carex sp. 266 SF` + + - Juncus effusus 63 SF - Lobelia cardinalis - Itea virginica'Sprich' - Panicum virgatum'Heavy Metal' 315 SF RAIN GARDEN CONCEPT PLANTINGS 1,257 SF - Carex s p. 171 SF - Juncus effusus - Lobelia cardinalis �' ,' MEADOW - Itea virginica'Spn h' / /' ' / /' ' PLANTINGS - Panicum virgatum'Heavy Metal' - Acorus calamus - Rudbeckia hirta BUILDING �,' //' /',' /' /',' \-Asclepias syriaca I I ADDITION � EXISTING SCHOOL BUILDING (42) JUN EAS SEE SHEET BUILDING L1.2 FOR DETAIL ADDITION I LANDSCAPE PLAN ,iy4i (3) COR FLO i � 1733 SF (3) JUN EAS ® I (5) GIN PSG -- —�2—�� —'w i - (3) BET RIV e i 104 SF 1 p sr + 335 SF 888 SF + 1 1 / 7Q.7I_' -� / 1283 F I 0 o e e e ee - -- - - i _ / / :y{Y. ,y;.y , • , /\ SEE SHEET ran o t+�.*;'+",•,".','+`,` ',/ /', L1.2 FOR DETAIL o I I `• :;:,';` /',' LANDSCAPE PLAN + (9) PLA OCC "Ma , , \ 5 QUE PHE41) SEDAUT +:?�/ ,' O me= (8) TIL COCOR (62) RUD HIR (65) PAN SHD (11) ILE GALA, t 699 I • :(149) JUN EFF / / X (8) ILE RED 6 (1) NYS (53) SED ALIT��s„ (21) ILE GLA—�� '• ;,;;. /',',/ i �I 34 ILE DWA �L�_ �� (1) QUE (30) ILE DWA (5) ILE RED D o ( ) �Q3roo� (1) ACE RBR (118) PAN SHD (37) SED ALIT q' (3) PLA OCC / ,'/ / / \ (26) CAL AT / / /� / ' i/i � (7) BET RIV + + + \\ , — - 372 SF �/ •' 1067SF 812SF ��—=------- 482SF 744 SF �� 293 SF` • _ — (97) HYP CAL 0(4) ACE RBR _ _ _ (110) PAN SHD (86) PAN HEA I • _ (92) ECH PUR (33) PAN SHD (24) ITE SPR (20) ITE SPR. (77) RUD HIR (71) JUN EFF _ EXISTING TREE TOOWN (122) SED ALIT _(14) ITE SPR (3) ACE RBR _ REMAIN - TYP. _ �� E V N �- � —_ _ — Z E T q E U u� _ o r _ _- - o a --� MONO Ur 8 OHN >r� - � -_ _Tp5_ _.r,` „y — ._..UFO_ — OHP- - - - H soon - UFQ - - UFO — - --_-� - - ONP --�^ _ GHP SCALE 1"=30' o'HF: — -OHP (-- 0 30' 60' VM1 VMDO Architects 200 E Market Street Charlottesville. VA 22902 434,296.5684 vmdo.com �O •�0000 0' TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. gemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 Checked By F. HANCOCK Designed By F. HANCOCK Drawn By M. RACHNER DRAWING NOT FOR CONSTRUCTION ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 OVERALL LANDSCAPE PLAN QJ CONCEPT PLANT SCHEDULE BUS LOOP BIO-FILTER PLANTINGS 2,903 SF - Itea virginica'Sprich' - - Corpus serica 'Kelseyi' - Fothergilia gardenii'Mount Airy' - - Ilex glabra'Compacta' NOW A- - Ilex verticillatta 'Red Sprite' - Juncus effusus moo � 4 PLAYGROUND PLANTINGS 1,273 SF \ " Uc;F - UGP- = UGP L UGP - Panicum virgatum 'Shenandoah' - Hypericum calycinum Ca sp. - - P - - - GP G • - Calamagrostis x acutiflora ' Karl Foerster' - - - Sedum spectabile 'Autumn Joy' _ - - 87 RAIN GARDEN CONCEPT PLANTINGS 1,257SF ----- _-------- -----==—--------- —— — — — — — — — — i —- Carex sp. - — / -Juncus effusucardin , - • - Lobelia cardinalis W W W W W W W W W W - W W ��- W W W W W W W W W W W W -- � W � W W W W W ��� W W�� W W / I _ _-686---- - Itea virginica'Sprich' - Panicum virgatum 'Heavy Metal' , - Acorus calamus W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W \ A - Rudbeckia hirta - riaca AscleP ias sY o� of - - - - - - - - - - - - - - W W W 'l✓(�, W W W W W W W` W W W W W W W �- I \\\ W W W W W W W W W W - - \ W W W W W W .r W W II BUS LOOP BIO-FILTER PLANTINGS (2,903 sf) ''` . .✓ W W W W W W W W W W W W W W W W// �, .�����������������r�������r�f �����r `` � W W W W W I I ,. \ W W W W fk r I 1 M 00 0 ® I - J Z SCALE 1/8"=1'0" BUS LOOP BIO-FILTER CONCEPT PLANTING PLAN , ., SCALE 1/8"=1'0" 0 8' 16' VMDO VMDO Architects 200 E Market Street Charlottesville. VA 22902 434,296.5684 vmdo.com • 0 •,S•4' TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • Cbemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 Checked By F. HANCOCK Designed By F. HANCOCK Drawn By M. RACHNER DRAWING NOT FOR CONSTRUCTION ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 DETAIL LANDSCAPE PLAN Llml BIO-FILTER PLANTINGS (2,040 s> ++++++++++++++++ ++++++++++++++++++ ++++++++++++++++++ ++++++++++++++++++++ ++++++++++++++++++++ ++++++++++ +++++++++++++++++++++ ++++++++++ +�+++++++++ + + + + + + + + + + + + + + + + + + + + ++++++++++ + +++++++++ + + + + + + + + + + ++++++++++ + +++++++++ +++++++++++++++++++ ++ + +++++++++++++++++ + + + + + + + + + + + ++ +++++++++++++++++ + + ++++++++++ + + + + + + + + + + + + + + + + + + + + + + ++++++++++++ + ++++++++++ ++++++++++++ + ++++++++++ ++++++++++++ + ++++++++++ ++++++++++++ + ++++++++++ +++++++++++++ ++ A + + ++ ° a J + + + a o ++ ++ a ++ +++++++++++++ ++++++++++++++ ++++++++++++++++++++++++++++ ++++++++++++++++++++++++++++ +++++++++++++++++++++++++++++ +++++++++++++++++++++++++++++ +++++++++++++++++++++++++++++ +++++++++++++++++++++++++++++ ++++++++++++++ ++++++++++++++++++++++++++++ +++++++++++++++++++++++++ — COURTYARD PLANTINGS (143 sf COURTYARD PLANTINGS (172 sf COURTYARD PLANTINGS (114 sf COURTYARD PLANTINGS (116 s1) COURTYARD PLANTINGS (588 s1) 69j r CONCEPT PLANT SCHEDULE MEADOW PLANTINGS 12,901 SF - SEE SHEET L2.0 COURTYARD PLANTINGS 1,755 SF - Sedum spectable'Autumn Joy' - Carex sp. - Panicum virgatum'Shenandoah' - Osmunda cinnamonmea - Heuchera villosa - Hypericum calycinum - Itea virginica'Sprich' - Ilex glabra +++++++++ +++++++++ BIO-FILTER PLANTINGS 2,040 SF +++++++++ - Carex sp. Juncus effusus - Lobelia cardinalis - Itea virginica'Sprich' - Panicum virgatum'Heavy Metal' m VMDO VMDO Architects 200 E Market Street Charlottesville. VA 22902 434,296.5684 vmdo.com •�0000 0' TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. Cbemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 Checked By F. HANCOCK Designed By F. HANCOCK Drawn By M. RACHNER DRAWING NOT FOR CONSTRUCTION ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 DETAIL LANDSCAPE PLAN WEST BIO-FILTER CONCEPT PLANTING PLAN SCALE V=10' 0 10' 20' COURTYARD CONCEPT PLANTING PLAN SCALE 1/8"=T0" 0 8' 16' L1n2 PLI I11 11 f m, LI J It r � Professional Erosion Control Seed Mixture SLOPEMASTER is a seed mixture specifically designed for erosion control where rapid establishment is a necessity with little follow up maintenance. SLOPEMASTER features the durable white clover Durana which is a medium -leafed, intermediate type white clover containing as many as 97 stolons per sq. foot which will secure most erodable soils. Durana is a superior white clover that is persistent and will fixate up to 150 lbs of atmospheric nitrogen per acre per year. The Nitrogen fixation by Durana will provide enrichment to a stand of I ow maintenance cool & warm season turfgrass. Durana is durable and you can count on it to compliment a stand of tall fescue or bermuda with lespedeza to maintain a long stand life. SLOPEMASTER is also treated with Pennington's exclusive GermMax technology for enhanced establishment. Characteristics: • Extremely durable erosion control mixture • Aggressive growth to provide complete ground cover • Contains perennial seed that establish quickly and last for years • Durana White Clover establishes stoloniforus growth to hold soils in place • Durana White Clover fixates atmospheric Nitrogen for reduced fertilizer requirements Where to plant: _ �! ' Primary Adaptaton ] Adapted to some sites Establishment: SLOPEMASTER can be planted by drilling, broadcasting, or hydraulic seeding. Planting can be made throughout the year when mixed with companion grasses that are suitable with planting dates, i.e. tall fescue in the fall or bermudagrass in the spring. Planting depth should be no more than V4 inch (6.35 mm) for many stand failures result from planting to deep. Liming to a pH of 6.0 and providing adequate potassium and phosphorus are necessary to ensure a productive stand. Soil testing is highly recommended. Southern Fall/Spring Mixture: Northern Mature: 50% Turf Type Tall Fescue 75% Turf Type Tall Fescue 40% Unhulled Serecia Lespedeza 11% Annual Ryegrass 10% Durana White Clover 9% Unhulled Serecia Lespedeza 5%Duran White Clover Seeding Rates: 50-200 Ibs / acre (22.7-90.80 kgs / hectare) P.O. BOX 290MADISON, GA 30650 ` (706) 342-1234 ' 800-277-1412 STEEP SLOPE PLANTINGS - 3:1 OR GREATER NOT TO SCALE Rain Garden Mix - ERNMX-180 Botanical Name Common Name Price/lb 33.40 % Schizachytfrrnrscoparlum, ?costa; MN Ecotype Little Bluestein, 'Itasca, MN Ecotype 10.41 20.00 % Elymus Nrgin/cus; Madison' Virginia Wildrye,'Madison' 5.40 7.00 % Carer vulpinoidea, PA Ecotype Fox Sedge, PA Ecotype 24.00 5.60 % Chasmanthiumlatifoliwn, WV Ecotype River Oats, WV Ecotype 80.00 5.50 % Edunacw purpurea Purple Coneflower 36.00 , 3.00 % namaemsta fasdadata, PA Ecotype Partridge Pea, PA Ecotype 6.00 3.00% Coreoasislanceolata WnceleafCoreopsis 24.00 3.DD % Panicum dandest hum, 77oga Deertongue, Tioga 16.84 3.00 % Panicum r/gidulum, PA Ecotype Redtop Paniograss, PA Ecotype 48.00 3.00 % Rud5doUeI*ta Blackeyed Susan 20.00 3.00 % Verbena hastata PA Ecotype Blue Vervain, PA Ecotype 32.00 2.00 % Neliopg`s helianthoide; PA Ecotype Oxeye Sunflower, PA Ecotype 28.00 1.80 % Asdepiaslncamat4 PAEmI)pe Swamp Milkweed, PA Ecotype 160.00 1.00 % Cararsmparia, PA Ecotype Blunt Broom Sedge, PA Ecotype 72.00 1.00 % Senna hebecarpa, VA & WV ecotype Wild Senna, VA & WV Emtype 24.00 0.60 % lleleMum autrannhle, PA Ecotype Common Sneezeweed, PA Ecotype 180.00 0.50 % Aster novae-ang&4 PA EcotWe New England Aster, PA Ecotype 360.00 0.50 % Asterprenandra%des, PA Ecotype Zigzag Aster, PA Ecotype 360.00 0.50 % gapt/sia australls, Soutfrem WV Ecotype Blue False Indigo, Southern WV Ecotype 80.00 0.50 % Py=ndremum tenuifolium Narrowleaf Mountainmint 140.00 0.50 % Ziz/a aurm Golden Alexantders 240.00 0.40 % Monarch bstulosa, FortLq&antown Gap -PA Ecotype Wild Bergamok fort Indiantown Gap -PA Ecotype 80.00 0.30 % Eupatodam petf&iatum, PA Ecotype Boneset, PA Ecotype 160.00 0.30 % Juntas lemas, PA Ecotype Path Rush, PA Ecotype 66.00 0.20 % Jtmcus effusus Soft Rush 40.00 0.20 % Soleago nemora/is, PA Ecotype Gray Goldenrod, PA Ecotype 360.00 0.20 % Sol/logo rugo_,4 PA Ecotype Wrinkleleaf Goldenrod, PA Ecotype 420.00 100.00 % Mix Price/lb Bulk: $31.12 Seeding Rate: 20 lb per acre with a cover crop of grain rye at 30 lb per acre Stormwater Management; Uplands & Meadows The native perennial forbs and grasses provide food and cover for rain garden biodiversity. Mix formulations are subject to change without notice depending on the availability of existing and new products. While the formula may change, the guiding philosophy and function of the mix will not. MEADOW MIX NOT TO SCALE County of Albemarle Conservation Plan,Cbeeklist - To be placed on Landscape Plans (Handbook, pp ffi-294-111-297 for complete specifications) 1. Tke ifallow•m•tro-�•.aay�,ybown-ou -: on• Trees to be saved; - - - - ® Limits of clearing (outside dripline of trees to be saved); RI Location'and type of protective fencing; ® Grade changes requiting tree wells or welts; 5i7 Proposed trenching or tunneling. beyond the..limits of clearing. 2. Ma_rldees: 0 All trees to be saved shall be marked with print or notion at as beight clearly visible to equipment operators. Ira No grading shall begin until the tree marking basbeen inspected and approved by -a County Inspector. 3. Pre -Construction Conference: ® Tree preservation and protection measures shall be reviewed with the contractor on site. 4. E ui ment Operation and Stara e: ® Heavy equipment, vehicular traffic and storage of constmction materials including soil stied not Ee'p_ltmitt� witldn die driplines of trees to be awed. 5• Soil Erosion until Smrmwater Detention Devices• Such devices shall not adversely affect trees to be saved. 6. Fires: ® Fires are not permitted within 100 feet of the dripline of trees to be saved. i. Toxic Materials: 53 Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved 8. Protective Fencing: ® Trees to be retained within 40 feet of a proposed building or grading activity shag be protected by fencing ® Fencing shall be in place and shall be inspected and approved by a County Inspector prim to grading or construction. 9. Tree Wells: ® When the ground level must be raised within the dripline of a tree to be saved a tree well sball be provided and a construction detail submittedfor approval. 10. Tree Walls: ® When the ground level must be lowered within the driplino a tree to be saved a tree wall shall beprovid6d; and a construction detail submitted for approval. H. Trenchine and Tunnelin r ® When trenching is required within the limits of oleariug, it shall be done as far away from the trunkslof trees as possible. 1Unneling under a large tree shall be considered es an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: 0 Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees:.. ®' DamagWt ftm shall be treated immediately, by p----C, fenilization or other methods recommended by s_iree specialist NOTE: ]IF I3 THE DEVS RESPONSIBILITY TO CONFER WITH 'f_FIE CONTRACTOR ON TREE CONSERVATION E + REQUIREMENTS. 1�_ -- -- CONTRACT PURCHASER SIGNATURE (DATE) - - 5/1/06 Page I of I INSTALL SHRUBS SO THAT THE TOP OF THE ROOTBALL IS AT THE SAME GRADE AS ORIGINALLY GROWN OR 1-2" ABOVE IN POOR DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL REMOVE ALL STRING, WIRE, AND BURLAP FROM TOPY3 OF BALL BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER SCARIFY BOTTOM AND SIDES OF PIT REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING 2-3" MULCH LAYER, KEEP AWAY FROM TRUNK 1" COMPOST LAYER xurrmiiicrn --�-•-.iui .a-. .`v Illjhil ll�,Il, ..•..�...� •'::t%:tittt�lliithhl,�tli,Ni:. � �_� - -� • • • • SHRUB PLANTING 3- 2" x 2" HARDWOOD STAKES ROOT BALL 12 GAUGE GALVANIZED WIRE NEW 1/2" RUB 12 GAUGE GALVAN ALLOW FOR SLIGHT N 3 2x2 HARDWOO 2'-6" MIN BELOW STAKE SHALL BE MIN. 18" OUT FRi AND OUTSIDE OF I SET ROOTBALL FLUSH TO I 1-2" HIGHER IN SLOWLY SOILS. DO NOT COVER TI THE ROOTBALL' ROOTFLARE SHALL I ABOVE FINISH PRUNE 1:1 SLOPE Ol� PLAN - SCARIFY SIDES BEFORE PLACE RO( UNEXCAVATED OR TAI MULTI -STEM TREE - STAKING SPECIFIED NOT TO SCALE PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK PRUNE SUCKERS IF FIELD GROWN, CUTAWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP Y3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1:1 SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT uvvnr, h arc _VV PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY CANOPY TOTAL ACE RBR 9 ACER RUBRUM RED MAPLE 2.5" CAL. B&B 452SF 4068SF BET RIV 16 BETULA NIGRA RIVER BIRCH 2.5" CAL. B&B 464SF 7424SF GIN PSG 13 GINKGO BILOBA'PRINCETON SENTRY' PRINCETON SENTRY MAIDENHAIR TREE 2.5" CAL. B&B 17SF 221SF NYS SYL 4 NYSSA SYLVATICA SOUR GUM 2.5" CAL. B&B 151SF 604SF PLA OCC 13 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 2.5" CAL. B&B 1362SF 20430SF QUE PHE 14 QUERCUS PHELLOS WILLOW OAK 2.5" CAL. B&B 419SF 5866SF TIL COR 8 TILIA CORDATA LITTLELEAF LINDEN 2.5" CAL. B&B 288SF 2304SF EVERGREEN TREES QTY BOTANICAL NAME COMMON NAME I MIN. INSTALLED SIZE ROOT CANOPY I CANOPY TOTAL JUN EAS 145 1JUNIPERUSVIRGINIANA EASTERN RED CEDAR 7'-8' HT. JB&B 120SF 1900SF FLOWERING TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY I CANOPY TOTAL COR FLO 13 1 CORNUS FLORIDA EASTERN DOGWOOD 1.5" CAL., 6' HT. MIN. JB&B 1124SF 1372SF = 42189SF SHRUBS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT SPACING CAL ATH 26 CALYCANTHUS FLORIDUS'ATHENS' ATHENS SWEETSHRUB 24" HT./SPRD. CONTAINER 48" o.c. ILE DWA 64 ILEX CORNUTA'DWARF BURFORD' DWARF BURFORD HOLLY 24" HT./SPRD. CONTAINER 48" o.c. ILE GLA 32 ILEX GLABRA INKBERRY HOLLY 24" HT./SPRD. CONTAINER 48" o.c. ILE RED 13 ILEX VERTICILLATA'RED SPRITE' RED SPRITE WINTERBERRY 24" HT./SPRD. CONTAINER 48" o.c. ITE SPR 158 1ITEA VIRGINICA'SPRICH' TM LITTLE HENRY VIRGINIA SWEETSPIRE 24" HT./SPRD. I CONTAINER 36" O.C. GRASSES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT SPACING JUN EFF 71 JUNCUS EFFUSUS SOFT RUSH 1 GAL. CONTAINER 18" o.c. PAN HEA 86 PANICUM VIRGATUM •HEAVY METAL' HEAVY METAL SWITCH GRASS 3 GAL. CONTAINER 24" o.c. PAN SHD 327 PANICUM VIRGATUM 'SHENANDOAH' SHENANDOAH SWITCH GRASS 3 GAL. CONTAINER 24" o.c. PERENNIALS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT SPACING ECH PUR 92 ECHINACEA PURPUREA CONEFLOWER 1 GAL. CONTAINER 18" o.c. HYP CAL 97 HYPERICUM CALYCINUM CREEPING ST. JOHN'S WORT 1 GAL. CONTAINER 18" o.c. RUD HIR 139 RUDBECKIA HIRTA BLACK-EYED SUSAN 1 GAL. CONTAINER 18" o.c. SED AUT 253 SEDUM X'AUTUMN JOY' AUTUMN JOY SEDUM 1 GAL. CONTAINER 18" o.c. GENERAL NOTES PRE -CONSTRUCTION • CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEVVERNVATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. • VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE LANDSCAPE ARCHITECT, DO NOT PRUNE TERMINAL LEADER TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. OR BRANCH TIPS • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS. • SOIL TESTS SHALL BE PERFORMED TO DETERMINE SOIL CHARACTER AND QUALITY. NECESSARY SOIL AMENDMENTS SHALL BE PERFORMED PER TEST RESULTS TO ENSURE PLANT HEALTH. REMOVE TAGS, LABELS AND PLASTIC SLEEVING DO NOT CONSTRUCTION/INSTALLATION WRAP TRUNK PRUNE BROKEN BRANCHES • LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT 24' MULCH LAYER TO EDGE OF CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" DRIPLINE. KEEP 4-6" AWAY FROM • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND TRUNK FLARE CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME. • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING BACKFILL PLANTING PIT WITH NATIVE AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT SOIL. INCORPORATE SLOW -RELEASE INTERFERE WITH SIGHT DISTANCES. GRANULAR FERTILIZER • CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL 6" SAUCER DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE 1" COMPOST LAYER BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. IF FIELD GROWN CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR INSPECTIONS/GUARANTEE WIRE BASKET FROM TOPY3 OF BALL. IF CONTAINER GROWN, REMOVE • UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTAINER AND CUT CIRCLING ROOTS CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD TAMP SOIL AROUND ROOTBALL BASE PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FIRMLY WITH FOOT PRESSURE SO FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. THAT ROOTBALL DOES NOT SHIFT • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR. • PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY. • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. CROOT BALL 19GAUGE GALVANIZED WIRE 3-2"x2" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8' 2"x2" HARDWOOD STAKE, 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL 2-3" MULCH LAYER TO EDGE OF DRIPLINE KEEP 4-6" AWAY FROM TRUNKFLARE SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL VVITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE 6" SAUCER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 1" COMPOST LAYER PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. T HEIGHT VARIES WITH PLANTS 12" MIN. PLAN VIEW: EDGE OF BUILDING, WALK OR STRUCTURE VOIDS MULCH LINE PLANT UNDER DRIP LINE OF LIMBED UP SHRUBS & TREES TRIANGULAR INFILL SPACING PLANT PERIMETER AT INDICATED SPACING PLANT UP TO EDGE OF SHRUBS UNLESS OTHERVVISE NOTED PLANT 2-3" MULCH LAYER 1" COMPOST LAYER AMENDED SOIL MIX UNDISTURBED EARTH CONCEPT PLANT SCHEDULE MEADOW PLANTINGS - SEE DETAIL #6 12,901 SF %ice%� COURTYARD PLANTINGS 1,755 SF j j���jj - Sedum spectable'Autumn Joy' Carex sp. Panicum virgatum 'Shenandoah' Osmunda cinnamonmea Heuchera villosa Hypericum calycinum Itea virgginica 'Sprich' Ilex glabra BUS LOOP BIO-FILTER PLANTINGS 2,903 SF - Rea )Arginica 'Sprich' - Cornus serica'Kelseyi' - Fotherggills ggardenii 'Mount Airy' - Ilex glabra'Compacta' - Ilex verticillatta 'Red Sprite' - Juncus effusus PLAYGROUND PLANTINGS 1,273 SF - Panicum virgatum 'Shenandoah' - Hypericum calycinum - Carex sp. - Calamagrostis x acutiflora ' Karl Foerster' - Sedum spectabile'Autumn Joy' +++++++++ BIO-FILTER PLANTINGS 2,040 SF +++++++++ - Carex sp. Juncus effusus - Lobelia cardinalis - Itea virginica 'Sprich' - Panicum virgatum 'Heavy Metal' RAIN GARDEN CONCEPT PLANTINGS 1,257 SF - Carex sp. -Juncus effusus - Lobelia cardinalis - Rea virginica 'Sprich' - Panicum virgatum 'Heavy Metal' - Acorus calamus - Rudbeckia hirta - Asclepias syriaca STREET TREE PLANTING REQUIREMENTS * per Sec. 32.7.9.5 of the Albemarle County Code. REQUIREMENT YARD LENGTH CALCULATIONS REQUIRED PROVIDED 15 LARGE TREES 1 LARGE TREE PER 50 LF 745' 745/50 = 14.9 TREES 15 TREES (11 EXISTING) PARKING LOT LANDSCAPE REQUIREMENTS * per Sec. 32.7.9.6 of the Albemarle County Code. REQUIREMENT AMOUNT CALCULATIONS REQUIRED PROVIDED 5% OF THE PAVED PARKING AREA IS TO BE 76,687 SF 76,687 x .05 = 3,834.35 SF 3,835 SF 3,965 SF LANDSCAPED 1 LRG. OR MED, SHADE 181/10 = 18.1 SHADE 19 SHADE TREES TREE PER 10 PARKING 181 SPACES TREES 19 SHADE TREES (1 EXISTING) SPACES TREE CANOPY REQUIREMENTS * per Sec. 32.7.9.8 of the Albemarle County Code. REQUIREMENT SITE AREA CALCULATIONS REQUIRED PROVIDED 10% OF THE SITE IS TO 42,189 SF(PROPOSED) + BE COVERED BY TREE 830,049 SF 830,049 /A0 = 83,005 SF 83,005 SF 176,343 SF(EXISTING) _ CANOPY 218,532 SF VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com • 00000 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. bemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 Checked By Designed By Drawn By W, HA III W. 14 11 /25/20 F. HANCOCK F. HANCOCK M. RACHNER DRAWING NOT FOR CONSTRUCTION ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 LANDSCAPE NOTES AND DETAILS CONSERVATION CHECKLIST NOT TO SCALE DECIDUOUS TREE - STAKING SPECIFIED NOT TO SCALE GROUNDCOVER/ PERENNIAL PLANTING NOT TO SCALE L2n0 I , i i co co / �D 6961� � 0 / I/1 / i / I III I, I Q. �I d os,V a III III I I ICI J III ,B' 41 pl ;g9- �I I OL L III 1 - � J). III I a OHe - - - - SAN - X i EXISTING SOCCER FIELD I685 I \ p 0 I \ / RR7 ti, 0 \ � 00 � \p \ R ee BUILDING ADDITION 1 DINING TERRACE SEAT WALL - SEE DETAIL 3, L4.0 EXISTING SCHOOL BUILDING ----------------------------- 'US T I I \ �a � I \ BUILDING , SEE SHEET L3.2 \ ADDITION FOR COURTYARD r I LAYOUT AN D MATERIALS PLAN � I \ I \ � I \ � I \ � I \ \ 1 \ \-D \ \ \ N \ I \I I I ��� A soon WRIN 000 C V E N = Z o —_ —_ R�ET 2000 Now Won rKNOW SCALE 1"=30' 0 30' 60' VMDO VMDO Architects 200 E Market Street Charlottesville. VA 22902 434,296.5684 vmdo.com TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • lbemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 Checked By F. HANCOCK Designed By F. HANCOCK Drawn By M. RACHNER DRAWING NOT FOR CONSTRUCTION ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 OVERALL LAYOUT AND MATERIALS PLAN OnO _ t max705 oNP- — _ = 1 - - - _ EXISTING SOCCER FIELD i i i i i i i i NOTE: ALL PROPOSED PLAY EQUIPMENT TO BE FURi� Y BURKE. P \ CONTACT ISHED B ACT ALL RECREATION OF VIRGINIA, INC. / — — — ASPHALT TRACK / C/O ERIC WHITE _ 1-L------ / - Q ASPHALT TRACK �`.��. O L A� .. \/A / - - - - - - - - - - - - - 68� \. `♦:♦ : DEMONSTRATION O , \ ! RAIN i / ` F �. GARDEN 687 - \ ♦ O �. /- O — T- 00 ��i ® ® E8 OVN / SCALE 1"=10- — 0 _ - 10, 2 VMDO VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com • TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • Ibemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 Checked By F. HANCOCK Designed By F. HANCOCK Drawn By M. RACHNER DRAWING NOT FOR CONSTRUCTION ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 PLAYGROUND LAYOUT AND MATERIALS PLAN On 1 VMDO EXISTING BUILDING LANDSCAPE BED LANDSCAPE BED — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ---13.9'--- 6 _W _ - IN - _ - / W i JGP \ \ CENTERLINE OF MOVEMENT ADDITION N _. I h �� L I I LANDSCAPE BED N I 00 I I I 6`99 LANDSCAPE \ \ ® \ 69> rn� PROPOSED CLASSROOM ADDITION LANDSCAPE BED i I I 11 \ \I I � I � I \ 1 1 I I \ E8 OyN IA SCALE 1/4"=1'0" I0 4 8 VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com 00000 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. Ifilemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 Checked By F. HANCOCK Designed By F. HANCOCK Drawn By M. RACHNER DRAWING NOT FOR CONSTRUCTION ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 COURTYARD LAYOUT AND MATERIALS PLAN L3n2 9" MIN. DEPTH PLAYGROUND MULCH VMDO MOD. VDOT CG-3 CURB — LIGHT DUTY ASPHALT PAVING -REF. CIVIL DWGS. COMPACTED SUBGRADE J - 95% S.P.D. PLAYGROUND EDGING - SECTION 1 1 /2" = V-0" CONCRETE STEPS SLOPE TOP OF CONC. TO DRAIN 5/4 x 3 IPE W/SLOTS 1 x 4 STRIP @ 18" O/C ATTACH TO 1 x 4 W/DECK CLIPS r NO SLOTS ON EDGE PIECES - o TYP 4 e d III—IIIIIIIII I —I I-111— I =1° I I I I —III— I I —III —I I' 11—— I 11=1 I- 111=1 11= I I=1 I I=1 II I =1 I I=1 I I —III —III-_ I —1 I I I I—I=II I —I 41 111—II I � � I-1 I I —I 11=1 I I —III —I 11=1 11=1 I I —I 11- COURTYARD SEATING - SECTION 1" = 77, 1/2" CAULKED EXP. JT W/ S.S. DOWEL @ 24" O/C CONCRETE PAVING — 4" COMPACTED VDOT #21A STONE BASE ROT -RESISTANT LANDSCAPE FABRIC - TURN UP AT EDGES 8"x8" CONT. VDOT #57 STONE WRAPPED IN ROT RESISTANT FILTER FABRIC 4" PERF. PIPE - HOLES DOWN -CONNECT TO DRAINAGE SYSTEM CONCRETE PAVING — 4" COMPACTED VDOT #21A STONE BASE 1/2" CAULKED EXP. JT W/ S.S. DOWEL @ 24" O/C I 01�rll_ IIIIII�IIII III. III III— REF. STRUCT. DWGS. FOR WALL AND FOOTING - DESIGN SLOPE TOP OF CONC. TO DRAIN 2' �5/4 x 3 IPE W/SLOTS 1x4STRIP @18"O/C ATTACH TO 1 x 4 W/DECK CLIPS — NO SLOTS ON EDGE PIECES - w_ TYP. K I 2 N a - _ 1r IIIIII.III.I =III III d IIII II e4 IIIIIIII _ III REF. STRUCT. DWGS. FOR WALL AND FOOTING DESIGN DINING TERRACE SEAT WALL - SECTION 1" = 1'-0" VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • Ibemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 W. H III Wo. I4 11 /25/20 I.• Checked By F. HANCOCK Designed By F. HANCOCK Drawn By M. RACHNER DRAWING NOT FOR CONSTRUCTION ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 DETAILS L41 s v BETWEEN EXIST QUICK START TENNIS & MEADOW MAINTAIN ACCESS TO EXIST QUICKSTART TENNIS COURTS I PHASE 1 (PROJECT START THRU SUMMER 2021) PROPOSED PHASING PLAN: PHASE 1: SUMMER 1 SITEWORK (APR 21 - AUG 21; 5 MONTHS) PHASE 2: NEW CONSTRUCTION (APR 21 - AUG 22; 17 MONTHS) PHASE 3: SUMMER 1 RENOVATION (JUN 21 - AUG 21; 3 MONTHS) INSTALL ALL SAFETY BARRICADES (SITEWORK) 3.OA - INSTALL DUST PARTITIONS AND SAFETY BARRICADES 2.1 - GENERAL PHASE SETUP TASKS 3.013 - EXIST CAFETERIA TO SERVE AS TEMP ADMIN DURING SUMMER RENO 1.1 - GENERAL PHASE SETUP TASKS 2.1A INSTALL DUST PARTITIONS AND SAFETY BARRICADES (AT ALL LEVELS ADJ TO NEW WORK) 1.1A CONTRACTOR TRAILER AREA TO UTILIZE EXISTING GRAVEL LOT; EXPAND AS 2.1 B ERECT TEMPORARY EGRESS STAIR 01 & CONSTRUCTION BARRIERS (WALLS & ROOF) FROM 3.1 -ADMIN SUITE RENOVATIONS NECESSARY UP TO FIELD 1995 WING UPPER LEVEL. EXISTING EXTERIOR EGRESS STAIR AND PATH TO BE 11.113 CONTRACTOR TO INSTALL GRAVEL ROAD FOR EMERGENCY ACCESS TO THE PROTECTED FROM NEW CONSTRUCTION & REMAIN OPERATIONAL UNTIL TEMP EGRESS 3.2 - LIBRARY EXPANSION (RENOVATION) EAST SIDE OF THE PROPERTY (MAINTAIN CLEAR VEHICULAR PASSAGE AT ALL STAIR 01 IS CONSTRUCTED. ERECT NEW TEMP EGRESS DOOR FROM EXIST LOWER LEVEL TIMES DURING THIS PHASE.) 2.1C MAINTAIN SAFE EGRESS PATH FROM EXISTING EGRESS DOORS AT SOUTH WALL OF GYM PHASE 4: SUMMER 2 RENOVATION (JUN 22 - AUG 22; 3 MONTHS) 1.1C DEMOLISH PORTION OF EXIST KITCHEN WALL TO CREATE TEMP EMERGENCY AT ALL TIMES. COORDINATE THIS PATH WITH EXIST SITE STAIRS AND NEW TEMPORARY DE -MOBILIZE CONTRACTOR TRAILERS EGRESS DOOR FROM EXISTING KITCHEN (TO REMAIN UNTIL PHASE 4) EGRESS STAIR 01. 2.1 D ERECT TEMPORARY EGRESS STAIR 02 (WITH ROOF) AT EXIST AFTER -SCHOOL OFFICE. 4.1 - LEVEL 01 & 02 EXIST CLASSROOM MECH AND ARCH WORK 1.2 - DRILL WELLFIELD; RESTORE SOCCER FIELD INCL. IRRIGATION SYSTEM 2.1 E ERECT CONSTRUCTION BARRIERS ALONG ENTIRE LENGTH OF EGRESS PATH TO SIDEWALK. 4.2 - RENOVATE EXIST KITCHEN AS DINING EXPANSION 4.3 - FINAL ASPHALT TOP COAT (BUS LOOP AND ENTRY ROAD) 1.3 - BUILD NEW BUS LOOP AND ROAD TO CROZET AVE. 2.2 - NEW CLASSROOM WING AND MOVEMENT ADDITION 4.4 - PARKING LOT IMPROVEMENTS (PROVIDE INTERMEDIATE COURSE OF ASPHALT) 2.2A DEMOLISH EXISTING 1995 ADDITION EXTERIOR EGRESS STAIR 4.5 - BUILD PROPOSED OUTDOOR BASKETBALL COURT & COMPLETE 1.3A INSTALL STORMWATER STRUCTURES AND PIPE (ONCE TEMP EGRESS STAIR 01 IN PLACE & SAFE) SIDEWALK CONNECTIONS TO TENNIS AND SCHOOL NETWORK 1.3B INSTALL CURBS 4.6 - REMOVE CONSTRUCTION BARRIERS & COMPLETE NEW 1.3C HATCHED AREA MUST REMAIN CLEAR AND UNDISTURBED UNTIL END OF SCHOOL 2.3 - NEW KITCHEN ADDITION COURTYARD AT TEMPORARY EGRESS LOCATIONS YEAR (MID-JUNE) 2.3A PROVIDE TEMPORARY ABOVE GROUND OIL TANK PRIOR TO THE REMOVAL OF THE 4.7 - REMOVE TEMPORARY EGRESS COMPONENTS & RESTORE EXISTING UNDERGROUND OIL TANK EXISTING CONSTRUCTION 1.4 - BUILD DOAS CLOSET IN EXISTING LEVEL 01 BREEZEWAY (JUN-AUG) 2.313 HATCHED AREA MUST REMAIN CLEAR FOR ALL SCHOOL TRAFFIC DURING SCHOOL DAY) 1.5 - BUILD NEW PLAYGROUND & ADJACENT SITE WORK (JUN-AUG) 2.4 - NEW WORK IN EXISTING BOILER ROOM (LEVEL 1) BETWEEN EXIST QUICK START TENNIS &MEADOW Z z LL Z Z Z 0 D 2.3 0 f/b3 qS jjy,,'v-y 0 19 PROPOSED PHASING SCHEDULE: PHASE APR '21 - AUG '21 PHASE APR '21 - AUG '22 PHASE 3 JUN'21-AUG'21 PHASE 4 JUN'22-AUG'22 PHASE 2 (ENTIRE PROJECT DURATION) % 6tf' 9 N 0 01 q 0 °°° o° 07 v \�\ 2.1A 2.2A # ���"-�----`-"IIIIIIIIIIIIIIIII'� I ■ 4 w - \\ MAINTAIN + PROTECT \\ THIS EXIST EGRESS PATH UNTIL 2.1 B COMPLETE • A. SEE CIVIL FOR SILT' : FENCE REQUIREMEN EDGE ALONG THIS EI. a Sol, 2.2 , % , oA �-' EXISTWHIP PLANTINGS TO B • 1 PROTECTED AT ALL TIMES `� CONTRAIL ORVEHICU R ACCESS TO THIS AREA NOT PERMITTED DURING DROP- OFF / PICK-UP TIMES; COORDINATE WITH OWNER E&S CONTROL & SWM ��� L9`1 / ELEMENT (SEE CIVIL) '• `` ` � •� SEE CIVIL FOR SILT \ � • ` ` . • FENCE REQUIREMENTS :�� ALONG THIS EDGE • �i 0 L t 2021 2022 APR MAY JUN JUL AUG I SEP OCT r NOV DEC JAN FEB MAR I APR MAY JUN JUL AUG LEGEND A CONTRACTOR STAGING, STORAGE, & PARKING B CONSTRUCTION ENTRANCE M� PROPOSED CONSTRUCTION FENCE AREA AVAILABLE FOR CONTRACTOR (FOR EACH PHASE) AREA TO REMAIN CLEAR & UNOBSTRUCTED DURING SCHOOL DAY/YEAR BUILDING ADDITION AREAS L_J r - r 1 1 BUILDING RENOVATION AREAS L_J 1 TEMPORARY EGRESS ROUTES (TO BE PROTECTED FOR DURATION OF PHASE/PROJECT) -► CAR DROP-OFF / PICK-UP ROUTE BUS DROP-OFF / PICK-UP ROUTE V M 1) VMDO Architects vmdo.com 434.296.5684 200 E Market Street 1200 18th Street NW Ste 700 Charlottesville, VA 22902 Washington, DC 20036 emarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Ave, Crozet, VA 22932 Client Project Number TBD VMDO Proiect Number 1284 Checked By Checker Drawn By Author DRAWING NOT FOR CONSTRUCTION ISSUES AND REVISIONS NO. SUBMITTAL �ATE 1 SCHEMATIC DESIGN PRICING SET 29.MAY.2020 2 DESIGN DEVELOPMENT 04 SEP. 2020 PHASING DIAGRAMS - PHASES 1 & 2 A004 I � PHASE 3 / ) Z' PROPOSED PHASING PLAN: PHASE 1: SUMMER 1 SITEWORK (APR 21 - AUG 21: 5 MONTHS) INSTALL ALL SAFETY BARRICADES (SITEWORK) 1.1 - GENERAL PHASE SETUP TASKS 1.1A CONTRACTOR TRAILER AREA TO UTILIZE EXISTING GRAVEL LOT; EXPAND AS NECESSARY UP TO FIELD 1.1 B CONTRACTOR TO INSTALL GRAVEL ROAD FOR EMERGENCY ACCESS TO THE EAST SIDE OF THE PROPERTY (MAINTAIN CLEAR VEHICULAR PASSAGE AT ALL TIMES DURING THIS PHASE.) 1.1C DEMOLISH PORTION OF EXIST KITCHEN WALL TO CREATE TEMP EMERGENCY EGRESS DOOR FROM EXISTING KITCHEN (TO REMAIN UNTIL PHASE 4) 1.2 - DRILL WELLFIELD; RESTORE SOCCER FIELD INCL. IRRIGATION SYSTEM 1.3 - BUILD NEW BUS LOOP AND ROAD TO CROZET AVE. (PROVIDE INTERMEDIATE COURSE OF ASPHALT) 1.3A INSTALL STORMWATER STRUCTURES AND PIPE 1.3B INSTALL CURBS 1.3C HATCHED AREA MUST REMAIN CLEAR AND UNDISTURBED UNTIL END OF SCHOOL YEAR (MIDJUNE) PHASE 2: NEW CONSTRUCTION (APR 21 - AUG 22:17 MONTHS) 2.1 - GENERAL PHASE SETUP TASKS 2.1A INSTALL DUST PARTITIONS AND SAFETY BARRICADES (AT ALL LEVELS ADJ TO NEW WORK) 2.1 B ERECT TEMPORARY EGRESS STAIR 01 & CONSTRUCTION BARRIERS (WALLS & ROOF) FROM 1995 WING UPPER LEVEL. EXISTING EXTERIOR EGRESS STAIR AND PATH TO BE PROTECTED FROM NEW CONSTRUCTION & REMAIN OPERATIONAL UNTIL TEMP EGRESS STAIR 01 IS CONSTRUCTED. ERECT NEW TEMP EGRESS DOOR FROM EXIST LOWER LEVEL 2.1C MAINTAIN SAFE EGRESS PATH FROM EXISTING EGRESS DOORS AT SOUTH WALL OF GYM AT ALL TIMES. COORDINATE THIS PATH WITH EXIST SITE STAIRS AND NEW TEMPORARY EGRESS STAIR 01. 2AD ERECT TEMPORARY EGRESS STAIR 02 (WITH ROOF) AT EXIST AFTER -SCHOOL OFFICE. 2.1E ERECT CONSTRUCTION BARRIERS ALONG ENTIRE LENGTH OF EGRESS PATH TO SIDEWALK. 22 - NEW CLASSROOM WING AND MOVEMENT ADDITION 2.2A DEMOLISH EXISTING 1995 ADDITION EXTERIOR EGRESS STAIR (ONCE TEMP EGRESS STAIR 01 IN PLACE & SAFE) 2.3 - NEW KITCHEN ADDITION 2.3A PROVIDE TEMPORARY ABOVE GROUND OIL TANK PRIOR TO THE REMOVAL OF THE EXISTING UNDERGROUND OIL TANK 2.3B HATCHED AREA MUST REMAIN CLEAR FOR ALL SCHOOL TRAFFIC DURING SCHOOL DAY) PHASE 3: SUMMER 1 RENOVATION (JUN 21 - AUG 21: 3 MONTHS 3.OA - INSTALL DUST PARTITIONS AND SAFETY BARRICADES 3.OB - EXIST CAFETERIA TO SERVE AS TEMP ADMIN DURING SUMMER RENO 3.1 -ADMIN SUITE RENOVATIONS 3.2 - LIBRARY EXPANSION (RENOVATION) PHASE 4: SUMMER 2 RENOVATION (JUN 22 - AUG 22: 3 MONTHS) DE -MOBILIZE CONTRACTOR TRAILERS 4.1 - LEVEL 01 & 02 EXIST CLASSROOM MECH AND ARCH WORK 4.2 - RENOVATE EXIST KITCHEN AS DINING EXPANSION 4.3 - FINAL ASPHALT TOP COAT (BUS LOOP AND ENTRY ROAD) 4.4 - PARKING LOT IMPROVEMENTS 4.5 - BUILD PROPOSED OUTDOOR BASKETBALL COURT & COMPLETE SIDEWALK CONNECTIONS TO TENNIS AND SCHOOL NETWORK 4.6 - REMOVE CONSTRUCTION BARRIERS & COMPLETE NEW COURTYARD AT TEMPORARY EGRESS LOCATIONS 4.7 - REMOVE TEMPORARY EGRESS COMPONENTS & RESTORE EXISTING CONSTRUCTION PROPOSED PHASING SCHEDULE: PHASE 1 APR'21-AUG'21 PHASE 1 APR'21- AUG'22 PHASE 3 JUN'21-AUG'21 PHASE 4 JUN'22-AUG'22 2021 1 2022 APR I MAY I JUN JUL AUG I SEP OCT NOV DEC I JAN FEB MAR I APR MAY I JUN JUL AUG LEGEND A CONTRACTOR STAGING, STORAGE, & PARKING B CONSTRUCTION ENTRANCE �M PROPOSED CONSTRUCTION FENCE AREA AVAILABLE FOR CONTRACTOR (FOR EACH PHASE) AREA TO REMAIN CLEAR & UNOBSTRUCTED DURING SCHOOL DAY/YEAR r-, BUILDING ADDITION AREAS r - r 1 1 BUILDING RENOVATION AREAS 1 TEMPORARY EGRESS ROUTES (TO BE PROTECTED FOR DURATION OF PHASE/PROJECT) CAR DROP-OFF / PICK-UP ROUTE BUS DROP-OFF / PICK-UP ROUTE V M D U VMDO Architects vmdo.com 434.296.5684 200 E Market Street 120018th Street NW Ste 700 Charlottesville, VA 22902 I Washington, DC 20036 bemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Ave, Crozet, VA 22932 Client Project Number TBD VMDO Proiect Number 1284 Checked By KAT Drawn By TJ DRAWING NOT FOR CONSTRUCTION ISSUES AND REVISIONS NO. 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