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HomeMy WebLinkAboutSDP202200054 Plan - Revision 2022-10-24CROZET ELEMENTARY 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: 7.65 AC IMPERVIOUS AREA: 2.79 AC ZONING: RURAL AREAS (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@Tl MMONS.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 0 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 ±6,250 SF COURTYARD ADDITION 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 [ I NO [ X I TRIP GENERATION LAND USE: ELEMENTARY SCHOOL ITE CODE: 520 AMOUNT: 680 UNITS: NUMBER OF STUDENTS Trio Generation for Crozet Elementary School SCHOOL ADDITION, MINOR SITE PLAN AMENDMENT AMENDING - SDP2010llllllllllll00012 & 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 "2 104 127 231 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 SDP2022llllllllllll00054 COUNTY OF ALBEMARLE, VIRGINIA WHITE HALL DISTRICT 8/24/2022 PROJECT LOCATION Crozet , Three 00(tc d • Appalachian Mountains ash ' ,0* Rmw,winP MINOR SITE PLAN AMENDMENT DESCRIPTION • DETAILS ADDED FOR PROPOSED BICYCLE RACKS • BUS LOOP GATE MODIFIED TO BE AUTOMATIC LIFT GATE PER ACPS PREFERENCE. LIFT GATE DETAIL ADDED TO PLANS. UNDERGROUND POWER ROUTE MODIFIED PER LIFT GATE AND CARD READER LOCATIONS. • EXISTING CURB RAMP AT CROZET AVENUE CROSSWALK PREVIOUSLY SHOWN TO REMAIN IS NOW TO BE DEMOLISHED AND REBUILT. SIDEWALK FROM CURB RAMP TO SCHOOL MODIFIED TO DISCOURAGE PEDESTRIANS FROM CUTTING THROUGH THE PARKING LOT. • MULTI -PURPOSE FIELD AT BACK OF PROPERTY EXPANDED TO SERVE AS U12 SOCCER FIELD. • PLANS UPDATED TO CAPTURE MINOR AS -BUILT CHANGES FROM FIELD ADJUSTMENTS. VICINITY MAP SCALE: 1" = 2000' OWNER: ALBEMARLE COUNTY SCHOOL BOARD 401 MCINTIRE RD CHARLOTTESVILLE, VA 22902 CONTACT: MATT WERTMAN TELEPHONE: (434) 975-9340 FAX: (434) 975-9341 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. CHARLOTTESVILLE, VA 22903 CONTACT: BRYAN CICHOCKI, P.E. TELEPHONE: 434-327-5380 Sheet List Table Sheet Number Sheet Title C0.0 COVER COA OVERALL SITE PLAN C1.0 NOTES & DETAILS C1.1 NOTES & DETAILS C1.2 NOTES & DETAILS C1.3 NOTES & DETAILS C1.4 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 C4.2 LAYOUT & GRADING PLAN (GRASS FIELD) C5.0 GRADING & DRAINAGE PLAN C5.1 GRADING & DRAINAGE PLAN C5.2 GRADING SPOT SHOTS PLAN C5.3 GRADING SPOT SHOTS PLAN C7.3 UTILITY PROFILES C8.0 VDOT SIGHT DISTANCE PROFILE L1.0 LANDSCAPE PLAN L1.1 DETAIL LANDSCAPE PLAN L1.2 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 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 = 28 APPROVAL DATE V M 1) 0 VM DO Architects vmdo.com 434.296.5684 200 E Market Street 2000 Pennsylvania Ave NW Ste 7000 Charlottesville, VA 22902 Washington, DC 20006 00000 s 0 4' 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 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 E: fan D. Cichocki Lie. No. 53741 to/u1/Zz 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 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 6 WPOAMENDMENT#1 28.MAY.2021 7 WPO AMENDMENT #2 24.AUG.2022 8 MINOR SITE PLAN AMENDMENT #1 24.AUG.2022 9 MINOR SITE PLAN AMENDMENT #1 RESUB. 24.00T.2022 COVER Como \�\ 1 \\ \\4.\` �\ _ 1 N. \ I 1 1 la _r- \ 1 h\ Z \ I \\ \ \\ \\ \\\� 1 ml I v vv vv -T / ---�\ \` \�Il ' 1 I� Ijllllllll�Illp1 �\ // / , I II II IIII IIII , I 1III I I III I1\�\1\ I I \n \ \ \ �_ _— / / / \ 1 II \ / ��,�s�����,, b I V I 111 / o I\ \\\\\ \\ I I r/ ` � ^ \ \ I � - � � � , / ` � `\ I ; I I � l r r ,JIIII(// vie ✓ /�' ' 6`�i I� / Imo- \\I\ \ 1 I I \\ \ II I r l l / ir/ / //i''�' / /• 1 1 III h �E Isyb��, \I SEE SHEETS C3.11, C4.2 MMM I /r/ /-N23°31'56"W _ 1 1 \ 1 / Il:tliii 2677"-- w I I I Illrl \ III 3, 1 I III I 1 \ I I •�_::....: \ I \ \ \ I N' ` '\ i I Z \\ ADD -ALTERNATE 5 I I I j I I II 1 I I III I \ \r \ \\ 1 \� \ 1 ` \ - SEE SHEET C9.2 N. 1 z �\\ \ 1 I I 1 1 1 i � 11 J 11 / III � r\ \\ \\ 1 JI\ •o� \ _ r \ 1\ g I 1 Vn ISEE SHEETS C2.1, C2.35 C3.37 C3.51 C3.7, C3.91 C4.11 C5.15 C5.3 & C5.5 ` `\ \ 1 I II IN./ ` / r \ . \,&. \ w \ \ \ s \ - \ \\ \ \ I I `\ A® l O o o O \\\\ gas \I I\�\`�� \\ \ 1 _�.\�\\\ \1I \\ _ ADD -ALTERNATE 1, SEE SHEET C9.0 1 h2 \\ \ / ADD -ALTERNATE 3� SEE SHEET C9.1 $ I I I I \ \ \ . \ I \\ \ /t / \ V 1 /° Y ♦/ I 9® I QI 1 11 I I I I 1 \ 1 \,\\ \• \ \ \ \ 1 \ � 1 / / j 1ADD-ALTERNATE SEE SHEET C9.1 1\I \ I r7 ( III I _ 747 N, r —10-2 4 b 1 \!\\�q,\\I w- - C hV ob �� �k:`r\II I \I I \ I I 1 I Z r II V 15=R C C ( 14 IIII �\\�\I �1 I h ' I' I / - - - I , - - - I3 T L 5 il'\��v - / I / 1 �11 II II ` \ \ ` \ \ \\ \\\\ \\r c \\ \�11��\I \I \'\q;\\;\ II IN VV / _-'�-_--Ff9S=�d6�50A7°w\2�47 - ----- �'- rip Now>— i �\ \\ \`�—.��T �- —I \ / r I �UF L - - - -D - - - - \ I r //� OHP of" I O� O)AP� —706 ` — r , SEE SHEETS _C2.0,_C2.2,_C3.2,_C3.4,_C3.6,_C3.8,_C4.0,_C5.0,_C5.2 & C5.4_ LEGEND ® WATER VALVE ® WATER METER a FIRE CONNECTION FIRE HYDRANT ® POST -INDICATOR VALVE O STORM DRAINAGE (SD) MANHOLE ® ® STORM INLET W/ GRATE o ROOF DRAIN/ DOWN -SPOUT RCP REINFORCED CONCRETE PIPE PVC POLY -VINYL CHLORIDEPIPE HDPE HIGH-DENSITYPOLY-ETHYLENEPIPE CMP CORRUGATED METAL PIPE SANITARYMANHOLE ® CLEAN -OUT In TELECOM PEDESTAL O UTILITYPOLE &* LIGHT POLE < GUY WIRE ® UTILITY VAULT,ASNOTED ❑O ELECTRIC BOX (D ELECTRIC METER ® GAS METER SAN SANITARYPIPE w WATER -LINE UFO UNDERGROUND TELECOM/FIBER UTILITY UGP UNDERGROUND POWER/ELEC UTILITY OHP OVERHEAD POWER UTILITY G UNDERGROUND GAS UTILITY FENCE -LINE CENTERLINE SWALE/DITCH EDGE OF PAVEMENT (EP) CONIFEROUS TREE (CNFR) DECIDUOUS TREE (DEC) EG EDGE OF GRAVEL SIDEWALK SIGN OO 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. I:1&"VAM1rr4i 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 SmartNET) 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. 51003CO229D, PANEL 279 OF 575, EFFECTIVE DATE MAY 16, 2016, THE PROPERTY LINES IN UNSHADED ZONE W, AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. 5 MISS UTILITY TICKET INITIATED, TICKET NO. B622100685-OOB. NO UNDERGROUND UTILITY INVESTIGATION 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 E8 Ob'N SCALE 1 "=50' 0 50, 100, V h\ I VMDO Architects vmdo.com 434.296.5684 200 E Market Street 2000 Pennsylvania Ave NW Ste 7000 Charlottesville, VA 22902 Washington, DC 20006 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. rbemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 131:1an D. Clchocin 'Z lac. No. 53741 tw*1911 .14vj 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 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 6 WPOAMENDMENT#1 28.MAY.2021 7 WPO AMENDMENT #2 24.AUG.2022 8 MINOR SITE PLAN AMENDMENT #1 24.AUG.2022 9 MINOR SITE PLAN AMENDMENT #1 RESUB. 24.00T.2022 OVERALL SITE PLAN GENERAL NOTES GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL LEGEND ROADS SEWER TRAFFIC STOP BAR ® EXISTING SANITARY SEWER m STORM PIPE & STRUCTURE NO. DROP INLET & STRUCTURE NO. So--SANAMw­-OS PROPOSED SANITARY SEWER CURB O PROPOSED SANITARY SEWER LABEL O CURB & GUTTER WATER DRY CURB & GUTTER - - EXISTING WATER LINE PROPOSED PAVEMENT g• W PROPOSED WATER LINE PAVED DITCH 0 g• yy PROPOSED VALVE - JUTE MESH DITCH ITF g• III PROPOSED TAPPING SLEEVE - CENTERLINE OF DITCH PROPOSED FIRE HYDRANT ASSEMBLY (FHA) (COMPLETE) BENCH MARK PROPOSED FIRE DEPARTMENT CONNECTION (FDC) . . CLEARING LIMITS ® PROPOSED POST INDICATOR VALVE (PIV) �- 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 TIN = TOP OF WALL TIC 240.5 PROPOSED SPOT ELEVATION BW = BOTTOM OF WALL TS = TOP OF STAIRS 1Q PARKING COUNT BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT PRESERVED AND MANAGED SLOPES CRITICAL SLOPES ISO FIRE FLOW CALCULATIONS FOR CROZET ELEMENTARY SCHOOL TYPE OF CONSTRUCTION: CLASS 3 CONSTRUCTION COEFFICIENT: F=0.8 BUILDING SIZE: 1990 ORIGINAL CONSTRUCTION 46,742 sf 1995ADDITION 7,375 sf CURRENTADDITION 34,915 sf EFFECTIVE AREA 78,387 sf CONSTRUCTION FACTOR: C =18F (A)A0.5 C= 4,032 CONSTRUCTION COEFFICIENT: F=0.8 TYPE OF OCCUPANCY: C-2UMITE D-COMBUSTIBILE 0= 0.85 OCCUPANCY FACTOR EXPOSURE (X) AND COMMUNICATION (P) X1+P1 0.14 NEEDED FIRE FLOW: N N F = [C] [0] (1+[X+P]) = 3,907 CONSTRUCTION COEFFICIENT: F=0.8 SPRINKLER REDUCTION = SO% TOTAL FIRE FLOW NEEDED = 1,953 GPM AVAILABLE FIRE FLOW: HYDRANT LOCATION Crozet Elementary School STATIC PRESSURE 87 PSI RESIDUAL PRESSURE 68 PSI ACTUAL FLOW 1,152 G PM @ 68 PSI MODELED FIRE FLOW 2,275 GPM @ 20 PSI Albelne&Ceuuty Date of Report Hydrant Flow SeMceAutht►rity 5/29/2018 Test Report rse 9pMlpneee Clrlobgw. VA 9a11 lagaf 9PJ51t 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 Q20 Looped Q20 Multiple Inline Hydrants EVI Q20 Single Flow 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 Q20 indicates insufficient pressure drop for WO OR a sole sprinkler test.) Comments ru Hydrant open all the way. For method of calculating print now with a red Pollard di0usq: see "I Wall ad Lutes anise 3990rOnmSl.Management and Opvatlon, A"A. Foryellow Pollard diffusers, a best fit third order polynomial equation of the Pollard fear vs. picot pressure gauge Is peed. Estimated Consumption (gal) 2304 For use for water audit Signature of Tester: n, //1 1429 6 BF 1425 0 �,o� _. 4 3 ^33tt a 06 6 WB I o m , FH1208 A L'y i 9 I I re L. �.o \I [-� 3 Lt i as 11 pa re 71 0o patape � = 8" - Diameter 1407 LL 10 0 3 ne 3 n rj F CSAHydrant 700 in nService, ownership a FHttt Not In Service, ACSA Owned Not In Service, Private Ownerehi 692 -\ In Service, PFivate ownership In Service, ACSA Owned fins- _ CSA Water Main wnership ACSA Private Ownershi 676 DISCLAIMER /ee C� V IaycutardretManw lowum nor ThiapmtaN'urs imttAed for any apamiuse Nankrr Werary Ims,.a. resperes lotlines.and aTH,prnenanre etrectletlpn NM map am inleM¢Ekrearn � Albenlu�e IMemaosee, m., 1Waten puNncess The Wines stereo on Mrs map are tabeved m se ..in , W' E �rYuntf Mever, recere Wilhy imprawments age, sysam enmities may have been updated sima, ore tivepnt.spronbu[Aandnnmlrefipnprtg Wn2 liMrfimmwandshal[Eo Wup iwl Service Auth6rity imp,ovements, property li,reaprbwMa,iesrsforgenaral imdmwdon Dory ana shall rot de used ro�Vrey' design. modihtahon,wwnspvememsmrem prmrnmd plMn dNermir,a4pn. cosor"A prevent WIRY Ree 0 70 140 210 280 cSA AreasImagwyacommomweelmrefUrgre' Pammomwry We Feet Sevirg4111 Cclnrrvng A.A.aaMelWA 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 Al17.1-03. 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 (HORIZONTALMERTICAL). 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 Al 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 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. CONSTRUCTION RECORD DRAWINGS NOTES 1. CONTRACTOR SHALL PROVIDE ALL INFORMATION REQUIRED FOR CONSTRUCTION RECORD DRAWINGS: AL COUNTY OF ALBEMARLE t m Department of Community Development f IRCIvta 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 at] items associated with each facility, and the inspection records to verify proper dimensions, materials and installation- The items include, but are not limited to the following: 1. Inspection Records and photographs for pipe trenches and bedding, including underdrains. 2. Video Pipe Inspection for any pipes which are not accessible or viewable. 3. Updated Location with geo-coordinates of all facilities. 4. Verified Drainage Area maps for the drainage area treated, and for drainage to the facilities. 5. Current physical and topographic survey for all earthen structures. Ponds should include a survey of the pond bottom. Surveys should verify pond volumes are per design. Corrections may be required for alterations from the design. 6. Plants, location and type. 7. Plans and profiles for all culverts, Pipes, Risers, Weirs and Drainage Structures - Display the installed type of drainage structures, culvert/pipe size, weirs, materials, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. 8. Computations: For significant deviations from design, provide sealed computations verifying that the as -built condition is equivalent or better than design. 9. Ditch Lines - Display the constructed location of all ditch lines and channels, including typical sections and linings. 10. Easements - Show all platted easements with dead book references labeled. Facilities and drainage must be within platted easements. Provide copies of recorded documents. 11. Guardrail, fences or other safety provisions - Display the constructed location of all safety provisions; fences, guardrail, including the type, length and applied end treatments, compared to design. 12. Material layers - biofilter media, stone layers, sand layers, keyways and cores must be verified as to material types and depths. Include inspection reports, boring or test pit reports and materials certifications. Biofilter media must be an approved state mix. 13. Access roads - show location of access roads, surface treatment, drainage, etc, as applicable. 14. Compaction reports are required to verify fill compaction in dams. 15. Manufacturers certifications for proprietary BNvIP's certifying proper installation and functioning. 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 7:00AM 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 OWNER 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.h) 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. Albemarle County Engineering Final Plan General Notes Page 1 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 erosion control plan and shall 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, to '1 ieved lesser slopes of 3. 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 Ill. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). NOTE: ANY CHANGES TO THIS DOCUMENT AFTER BIDDING THAT ARE REQUIRED BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT SHALL APPLY. V)VX 1) 0 VM DO Architects vmdo.com 434.296.5684 200 E Market Street 2000 Pennsylvania Ave NW Ste 7000 Charlottesville, VA 22902 Washington, DC 20006 �000000 • TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • rbemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 Checked By Designed By Drawn By E:/an D. Clchocin 'Z F-y laic. No. 53741 Be 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 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 6 WPOAMENDMENT#1 28.MAY.2021 7 WPO AMENDMENT #2 24.AUG.2022 8 MINOR SITE PLAN AMENDMENT #1 24.AUG.2022 9 MINOR SITE PLAN AMENDMENT #1 RESUB. 24.00T.2022 NOTES & DETAILS C100 VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. RESBiV® RESERVED PARKING I PAW PBrALTY PENALTY $M-$DFIE SIDO-ODFFE TOW AWAY ZONE 7FINISHED VAN U ABOVE ACCE89BLEU ABOVE 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 I ---LEI CONCRETE X d SURFACE ������� X�\X� BASE 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 7-1/2 6' LENGTH ANCHOR WITH %" REBAR IMBEDDED 24" IN GROUND; 2 PER WHEEL STOP PRECAST CONCRETE WHEEL STOP No Scale SIGN STD. U POST GALVANIZED POST TO BE DRIVEN (SEE VDOT DETAIL STP-1) v SIGN AND POST DETAIL No Scale 6X6-W2.9XW2.9 1' 6 � -6„ C. 6" INSTALL VAPOR BARRIER FOR INTERIOR APPLICATIONS 6" VDOT NO. 21A STONE TURN DOWN SLAB DETAIL No Scale �BARS VERT. @ @ 12" O.C. #4 BARS LONG. �@ 10" O.C. VARIES 2'-1" MAX. V-0" MIN, - FINISHED GRADE 8" TOP OF CURB THE DEPTH OF CURB MAY BE A MINIMUM OF 13" AND A MAXIMUM OF 19" VDOT A-3 CONCRETE 4" MIN. CONTINUE STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB VDOT STANDARD CG-3 No Scale 7 IF STEEL CAP 6" DIAMETER HOLLOW STEEL PIPE (POWDER COAT YELLOW) STEEL SLEEVE � PAVEMENT 2'-0" DIAMETER CONC. 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 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 No Scale FOR DESIGN OF BACKBOARD REFER "NATIONAL FEDERATION OF STATE HIGH SCHOOLS ASSOCIATION" & "THE VA. HIGH SCHOOL LEAGUES" "'FAN" SHAPED 4'-0"-J METAL BACKBOARD /RIM FINISHED COURT SURFACE 3 I6„ 3, V-6" R 4" DIA. GALVANIZED PIPE FORMED UPRIGHT CONC. FOOTING ANCHOR PIN 10'=0' or 8'-0" STANDARD BASKETBALL GOAL NO SCALE TYPICAL BASKETBALL COURT LAYOUT No Scale i 61 LEGEND ROADS TRAFFIC STOP BAR STORM PIPE & STRUCTURE NO. Frul,® DROP INLET & STRUCTURE NO. CURB O CURB & GUTTER - 200 - - EXISTING CONTOUR 200 PROPOSED CONTOUR TC 240.5 PROPOSED SPOT ELEVATION 1O PARKING COUNT GRADING TC = TOP OF CURB EP = EDGE OF PAVEMENT EX. = EXISTING PROP.=PROPOSED APPROX. = APPROXIMATELY COMPACTED SUBGRADE PRESERVED AND MANAGED SLOPES r CRITICAL SLOPES 4" MIN. L E ~TOR AS SHOWN IN PLAN. SLOPE NOT TO EXCEED 1:12� WHEN ALONG SIDEWALK 7 \ ^ 6„ d EP/ FC I� 1 OR AS SHOWN ON PLAN WHEN NOT ALONG SIDEWALK CURB WIPE DOWN DETAIL No Scale 1.5" ALUMINUM 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 SLC P qS SHOWN IN P N MAX. 1:12 cd ' d d �i 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) -�� 3" CONCRETE COLLAR CRUSHED STONE BEDDING 6" DI CLEANOUT CLEANOUT DETAIL No Scale (2) 8' OUTDOOR BASKETBALL GOALS BACKBOARD/SUPPORT/BASKET WITH NET(SEE DETAIL THIS DWG) BASKETBALL STRIPING PLUG AT END OF LINE HOPSCOTCH DETAIL NO SCALE (2) 10' OUTDOOR BASKETBALL GOALS BACKBOARD/SUPPORT/BASKET WITH NET(SEE DETAIL THIS DWG) 4 13 1 J�- 15' T 7°5' 1 12, 6' 12 17' R19. R6.17` 10.42' If1 '—I 4 3 2 1 10 7.5' FOURSQUARE COURT (TYP.) , 75SIDELINE 5 HOPSCOTCH (TYP., TO EDGE OF 8' SALVAGED GOALS SEE DETAIL ABOVE) PAVEMENT NO SCALE 2" R 4" CONC CURB AND GUTTER CLASS 3A, (fc_3,000 PSI) CONCRETE 6„ / 4 a a 13" a 4 d ° 4 a S 4 7„ 4 a 4 \ oo CONTINUE 21B STONE o BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB 1�6"-1-6" 2'-0" — VDOT STANDARD CG-6 CURB & GUTTER No Scale 4" VDOT A-3 CONCRETE CONTINUE 21 B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB VDOT STANDARD CG-2 CURB No Scale HANDICAP SIGN EOP HANDICAP SIGN LOCATION (VAN) LOCATION (TYP.) CONCRETE BUMPER o fo BLOCK ANCHOR WITH P PERED 2/o o MAX. 18' 5/8" REBAR IMBEDDED 24" IN GROUND VDOT 1 4„ SPEC. 1 8' 1 5' 8' 1 11' 1 5" TYPICAL VAN ACCESSIBLE ACCESSIBLE HANDICAP SPACES TYPICAL PARKING SPACE DETAILS No Scale EXISTING PAVEMENT PROPOSED P `FACE OF CURB 4" PAINTED STRIPE (TYPICAL) 1 REGULAR SPACE I— > NOTE: PROPOSED d SAWCUT THROUGH o MATCH EX. CROSS PAVEMENT MUST TIE U SURFACE w SLOPE UNLESS OTHERWISE IN WITH EXISTING w COURSE x w SPECIFIED ON PLANS & REMOVE PAVEMENT PAVEMENT PROPOSED 2' MIN. 2"+ SURFACE 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"ALUMINUM 12" MIN RAIL (TYP.)�I~� (TYP.) R= %4" 1„ CONTROL JOINT SPACED pp AT WIDTH OF WALK (MAXIMUM) EXPANSION JOINT AT MAX OF 30% WITH PREMOLDED EXPANSION FILLER CONC. WALK '� COMPACTED SUBGRADE CONCRETE SIDEWALK JOINT DETAIL No Scale VARIABLE WIDTH' NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2% 4" 21-B STONE NOTE: SIDEWALKS SHALL BE 4" 3,000 PSI AIR -ENTRAINED CONSTRUCTED IN CONCRETE ACCORDANCE WITH E 4" TYPE 21 B STONE VDOT STANDARDS. COMPACTED SUBGRAD m ' 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-SWLIP BROOM FINISH EQUIV., SEAL WITH WF 6x6 W2.9xVV2.9 SILICONE SEALANT 2„ 8" 3,000 PSI AIR ENTRAINED PORTLAND 4 7 CEMENT CONCRETE 0 0 0 0 0 0 0 0 6" TYPE 21A STONE COVER j�� V� j�/����A�� 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 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') 12" CONCRETE (TYP.) LIGHT DUTY ASPHALT PAVEMENT SECTION T-0" 1/2" R d No Scale (MAX) 1^ FINISHED 1/8" �IWASH GRADE 1'-4" EXP. 8 CORE DRILL CONCRETE FOR 1.5"-2" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A JOINT a 5„ HANDRAIL POST, EMBED HANDRAIL A MINIMUM OF 6" 1/8" d BELOW FINISHED GRADE AND WASH GROUT TO THE FULL DEPTH OF EMBEDMENT (TYP.) A -f 8" 5" # 57 STONE o EXISTING AGGREGATE BASE #3 REBAR (12" O.C.)�`-�� d 1'-101, 9" (2) #5 REBARS, BOTTOM CONTINUOUS, �j jVA//���jVA/�i COMPACTED SUBGRADE 3„ • LAP 2'-2" AT SPLICES MILL AND OVERLAY SEQUENCE: COMPACTED SUBGRADE REMOVE EXISTING ASPHALT. COMPACT AND Tt ROLL TEST EXISTING BASE COURSE. THEN PLACE —1'-4"— EXTERIOR STAIRS No Scale 4' 3.5' e•� • ° FIXED BOLLARD DETAIL No Scale 4" DIAMETER STEEL PIPE FILLED WITH CONCRETE. BOLLARD SHALL BE PAINTED YELLOW -PAVEMENT 2'-O" DIAMETER CONC. FOOTING 3,000 PSI @ 28 DAYS NEW ASPHALT SURFACE. MILL AND OVERLAY PAVEMENT SECTION No Scale IF TYPE 21-B AGGREGATE BASE COURSE COMPACTED SUBGRADE 0 0 o DENOTES GRAVEL SECTION ON PLANS GRAVEL ROAD SECTION No Scale V M 1)O VM DO Architects vmdo.com 434.296.5684 200 E Market Street 2000 Pennsylvania Ave NW Ste 7000 Charlottesville, VA 22902 Washington, DC 20006 0000 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. gemaarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 Checked By Designed By Drawn By E:fan D. Crchockt 'Z lie. No. 53741 SSIONAL Z y_V6 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 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 6 WPOAMENDMENT#1 28.MAY.2021 7 WPO AMENDMENT #2 24.AUG.2022 8 MINOR SITE PLAN AMENDMENT #1 24.AUG.2022 9 MINOR SITE PLAN AMENDMENT #1 RESUB. 24.00T.2022 NOTES & DETAILS C 1 1 PROVIDE VDOT HR-1 ALONG EXTENTS WHERE DIFFERENCE IN GRADE IS 30 1/2" CAULKED EXP. INCHES OR IT, 8rr GREATER. CONC. SIDEWALK 4 da4. °. CAST IN PLACE 8 CONC. WALL a. ° 3,000 PSI CONC. r a CD Cn #5 REBAR @ LILI 10" HOR Q > Q GRAVEL BACKFILL ° o #5 REBAR @ 14 VDOT #57�S��T��ONE0 r ,." VERT W/TYP HK L ° b 1/2" CAULKED EXP. 4 PERFORATED IT. J HDPE. TIE TO T SRM EWER 0 S r_ d Q ° SLOPE -� ° d , �. 10' REBAR @ 14" a. ° ° d,. Q b° CONC. SIDEWALK i\1 ° d,_a a° ° tie , VDOT #57 STONE a ° CONC. FOOTING IP ,Q? - ° ' .. d 3,000 PSI CONC. " (2) #5 T&B Nil - =III - 12rr I B. IRELAND, III Lic. Npn25355 Zlal'L1 �� COMPACTED SUBGRADE 30' ASTM D-698 95% COMPACTION STRUCTURAL DESIGN OF CONCRETE WALL IS BY FOX + ASSOCIATES. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO CIVIL AND STRUCTURAL ENGINEERS FOR APPROVAL PRIOR TO CONSTRUCTION. CAST IN PLACE CONCRETE RETAINING WALL DETAIL (MAX HEIGHT 316") No Scale cZ_ G 2" R �} 2" 5" GONG CURB AND GUTTER CLASS 3A, (fc=3,000 PSI) CONCRETE D ,r41 ' \ o T D I �j T' D 4" MIN. Err 7rr 2a_011 CONTINUE 21B STONE COMPACTED BASE FROM ADJACENT SUBGRADE PAVEMENT SECTION UNDER CURB VDOT STANDARD CG-7 CURB & GUTTER No Scale April 201 Page 6H-53 Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC-23"1) )WOM X90M �T OVO9 OT3HV avow �T 3NYI 3110 aV3xv SdIN1S 379Nn8 dO1S 01 --�T 1 ice- ROAEli G20-2 (V) 03NVd3aa 3e CI T m m 500 + •- o 0 NOliV1S 2 A09VIU 00 50' - 100, O O 0 �- SEE NOTE 4 - 80' • 120' SHADOW VEHICLE REQUIRED O SEE NOTE 4 O O 0 50' -100' O FLAGGERSTATION o SEE NOTE 2 - ■ -'� ° SEE w NOTE 1 • +009 i - W20-7 w SEE MHOM Droll 0 NOTE 1 BE ON3 PREPARED W3-4 SEE TO STOP SEE NOTE 9 'PORTABLE NOTE TEMPORARY RUMBLE W20426 RUMBLE STRIPS STRIPS SEE NOTE 14 SEE NOTE 14 SEE AHEAD (OPTIONAL) I t NOTE 1 ONE LANE ROAD W20-4 SEE AHEAD NOTE 1 ROAD WORK Vv20-1 AHEAD WP-2 I EDGE EXISING PAVEMENT EDGE DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYE RS EXISTING SUBBASE PROPOSED SUBBASE COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ®�REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS tLYI PROPOSED MINIMUM 1 %2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) x MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) 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. 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 11/ INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE. UNLESS WAIVED BY THE ENGINEER. 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. 5. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 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. XVDOT ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 303.02 GRABSPAV STIR C01 GRAVEL, Ral ETC. MARK NTEC REMo (BY o GRASSPAN sxae 14A55 NOT TO SCALE ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC VIRGINIA DEPARTMENT OF TRANSPORTATION GRASSPAVE2 Firelane Detail Use this detail for delineating a Grasspave2 f relane GIAVELROADBASE NOI THSaETAL15 SCHEMA' NAIpm. DEGDEERSHALLSPEDFYSPANDDESIGN OFNI& TRFATMENR, SPACINGWLL VARY V4n1 TURFTYPE, SIAPE,FlRE DEPMARWRTMRNT REQUNEAffNTS, ETC.. RASSPAz UI I[Si LCTOREB^, REINFORCED TURF DETAIL No Scale DIRECTION OF FLOW FROM PATH 1 PONDING AREA 1.0' J- `SEE SITE PLAN FOR LENGTH GRAVEL FLOW SPREADER DETAIL No Scale DIRECTION OF FLOW FROM PATH 'N(a�ETE SAVER mEp WBBI.ES ED HEIGHT IE F HEIGHT EB CONCRETE CURB SRASSPAVE2 FIREI SURFACEMOUNTED LANDSCA E UPLIGHr BOLLARD71JrarT FIGURE GRAPACrm SANDY GRAVEL ROADBASE aP•�a i PONDING AREA BROWNSTONE J MARAFI 140N DEPTH = 1.5' FILTER FABRIC WIDTH = 2' OR EQUIVALENT SECTION A -A SPECIFICATION REFERENCE 315 NO. 57 STONE WIDTH= 1' SURROUNDING PONDING AREA IPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL SIZE OF (FEET) CU.YD. CU.YD. BEND L H T L H T 90 2.50 2,50 3.01 0.24 4" & 8" 45 2.00 2.25 2"60 0.15 2.00 2.25 2.50 0.15 22 1/2 1.50 2.00 2.52 0.10 11 1/4 1.50 2.00 250 0.10 90 3.66 3.16 3.21 0.48 8" 45 zss zss 2.77 0.26 221/2 1.66 218 289 0.13 3.16 2.91 2.66 0.32 11 1I 4 1.66 2,18 2.87 0.73 90 4.83 3.83 3.42 0.83 10" & 12" 4•%r 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 221/2 2.33 2.58 2.86 0.24 11 1 /4 2016 ROAD & BRIDGE STANDARDS -MAX. 6'-0"MAX. 6'-0"►{ GRIPPING RAIL SEE ROAD PLANSFOR RETAINING HR-1 �I l�4%2" O.C. 3's" NPS PIPE PICKET I �- 0 WALL DETAILS. I I 4%" O.C. s/e" SOLID PICKET IL_�MAX. 6'-0" MAX. 6'-0" GROUNDING ELECTRODE RAIL [XPANSION JOINTS AT F-l' II'I INTERNALS NOT EXCEEDING 3" MAX, a BOLTS q• Q,C,�i I-- (TYPJ 30 F ET. 80 PIPE 1'-3" POSTS : 2" MIN. NPS (2.375" O.D.) SCHEDULE [7 i• 2•1 RETAINING WALL RAILS : 2" MIN. NPS (2.375" O.D.) SCHEDULE 40 PIPE `' MIN EXPANSION JOINT PICKETS : i'4" MIN. NPS (1.05" O.D.) SCHEDULE 40 PIPE 3" MAX. OR 5 " MIN. SOLID STEEL SMOOTH ROUND ROD HR-1 TYPE II PEDESTRIAN RAILING ANCHOR BOLTS (FOR USE ALONG SIDEWALKS AND RAMPS) e SEE RDADWAY PLANS 2" min 12" OR T PICAL SECTIONS CONCRETE STEPS FOR STANCE TO 4/z" NPS SCHEDULE 40 PIPE I POSTS r 1%2" MIN. NPS 0.90" O.D.) SCHEDULE 80 PIPE SIDEW K OR SHARED GRIPPING RAIL RAILS v 1%2' MIN. NPS (1.90' O.D.) SCHEDULE 40 PIPE USE PATH. GROUNDING l2„ 21/a, min ELECTRODE MIN. HR-1 TYPE I HANDRAIL (FOR USE ALONG STEPS) NOTES SOLID STEEL SMOOTH ROUND RO 1. THE CONTRATOR SHALL SUBMIT DRAWINGS DETAILING ALL ASPECTS OF FABRICATION AND INSTALLATION OF RAILING, CONCR TE FOOTING TO INCLUDING CONCRETE FOUNDATIONS FOR APPROVAL BY THE BE DE IGNED BASED ON GRIPPING RAIL DETAIL ENGINEER PRIOR TO INSTALLATION. SHOP DRAWINGS SHALL SOIL C NUHHU S. 2" ANCHOR BOLTS (FOR USE ALONG SIDEWALKS AND RAMPS) BE SIGNED AND SEALED BY A PROFFESSIONAL ENGINEER, MIN HOLDING A VALID LICENSE TO PRACTICE ENGINEERING IN t GRIPPING RAIL SHALL BE INSTALLED WHEN THE COMMONWEALTH OF VIRGINIA THE SIDEWALK OR RAMP GRADES ARE EQUAL 2. ALL RAILING COMPONENTS AND FASTENERS SHALL BE GALVANIZED IN EARTH FOUNDATION DETAIL To THAN 5 GRIPPING WITH THE CURRENT ROAD AND BRIDGE ATANDS RAILOWILLRBE7ER NCIDENTAL TOTHEPERCENT. OF WITH TYPE RAILINGS) TO ACHIIEEEA UNIFORM COATING ON ALLSURFACES VENTING (FOR USE II& III THE RAILING. DRAINAGE HOLES FOR GALVANIZING SHALL BE INCLUDED IN THE SHOP DRAWINGS. 3. ALL FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A307, �- MAX. 6 -0' MAX.6'-0" ASTM A563, AND ASTM F844. ALL ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH AASHTO M314, GRADE 36. SEE ROAD PLANS 4'/2" O.C. Y4" NPS PIPE PICKET 4„ FOR RETAINING 4. A CHEMICAL ANCHOR SYSTEM FROM VDOT'S APPROVED MATERIAL 41/e' O.C. s/a" SOLID PICKET 4" WALL DETAILS. LIST MAY BE USED IN LIEU OF CAST IN PLACE ANCHORS AND SHALL BE INCLUDED IN THE SHOP DRAWINGS. 5. POSTS SHALL BE MITERED TO MATCH GRADE OF RAMPS, SIDEWALKS, AND STEPS. I 6. HANDRAILS SHALL MATCH GRADE OF RAMPS SIDEWALKS AND STEPS. 7. ALL POSTS AND PICKETS SHALL BE SET PLUMB. 8. RAILINGS SHALL BE GROUNDED AND EFFECTIVELY BONDED. GROUNDING MATERIALS INSTALLATION TO BE IN ACCORDANCE I I WITH ST'D. FE-6. 9. COMMERCIALLY AVAILABLE RAILING SYSTEMS MAY BE USED IN LIEU I I I OF DESIGNING AND FABRICATING THE RAILING. DOCUMENTATION FROM ' ANCHOR THE MANUFACTURER VERIFYING THAT PROJECT REQUIREMENTS ARE 0 RAIL EXPANSION JOINTS AT BOLTS MET WITH THE RAILING SYSTEM SHALL BE SUBMITTED WITH THE IN7E VALS NOT EXCEEDING 3" MA%. INSTALLATION DRAWINGS AND APPROVED BY THE ENGINEER IN 30 F ET. ACCORDANCE WITH NOTE 1. 1'-3.. POSTS :2" MIN. NPS (2.375" O.D.) SCHEDULE 80 PIPE 10. HANDRAIL TO BE IN ACCORDANCE WITH THE LATEST EDITION OF RETAINING WAIL P H 4 PIPE RAILS :2" MIN. NPS (2.375" O.D.) SCHEDULE 0 P E THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. iEXPANSION JOINT PICKETS e)'4" MIN. NPS (1.05" O.D.) SCHEDULE 40 PIPE 11. THIS HANDRAIL IS TO BE USED ONLY AS A PROTECTION FOR ORS "MIN. SOLID STEEL SMOOTH ROUND ROD GROUNDING PEDESTRIANS AND SHOULD NOT BE PLACED IN ANY LOCATION HR-1 TYPE III BICYCLE RAILING ELECTRODE TO ANY HICULAR IMPACT. WHERVEHICULAR7 CTION?STANDARD GUARDRAIL I FOR PROTEBE SHOULD (FOR USE ALONG SHARED USE PATHS) BE USED. SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. `VD❑T REFERENCE STANDARD HANDRAIL ROAD AND BRIDGE STANDARDS 105 METHOD OF LOCATING AND ERECTING REVISION DATE SHEET 1 OF 1 238 601.05 504 VIRGINIA DEPARTMENT OF TRANSPORTATION 7/11 2016 ROAD & BRIDGE STANDARDS ACID DRAIN ACO DRAIN 1 1 1 4 t t KlassikDrain - K200 Galvanized steel edge rail channel system One meter channel Inside view of channel-shovring channel ID number and knockout if applicable (every 5th channel) oleawrtwlM ® Half meter channel 747 19.69' (0.5 meter) N 10.83' (275mm) or 2Egp 12.80"(325mm) •N • l •'n l 14.73" (325mm) 39.37' (I meter) 9I.92° (252mm) 16.73" (425mm) `IJ 41w1 17.87' (200mm1 I It r d�O ® $ 8.86' (2th25mm)L7.87" to Omm) 16.73' (425mm) 5.75" (400na l y "I 6.30" (160mm) 1024" (2601 O (68mm) O O Knock -outs included on every 5th channel B A�yy ti Z B A Type 902G In -line catch basin Ir 19.6919.69" (500mm) _ 9,91-.21252nnm) 22.67" (576mm) 7. 7° ( Total capacity 19 gallons _EE 11 F is Tail, •tails E `IJ *.is W V Description panInvertPart No. I sdas'e mrt6 ' ss. Lbs. Description No. eve t IrsbI mrda visit s. Lbs. K2-00 Neutral channel - 39.37" (Imp 75041 7.87 200 83.6 K2-28 Sloped channel - 39.37" (1m) 75028 13.39 340 113.3 K2-1 Sloped channel-39.3T(lm) 75001 8.07 205 83.6 K2-29 Sloped channel -39.37"(lm) 75029 13.58 345 114.4 K2-2 Sloped channel -39.37"Ilm) 75002 8.27 210 84.7 K2-30 Sloped channel -39.37"(1l 75030 13.78 350 115.5 (2-3 Sloped channel -39.3T Dim) 75003 8.46 215 85.8 K2-030 Neutral chancel - 39.37" (imp 75047 13.78 350 115.5 K24 Sloped channel - 39.37' (lm) 75004 8.66 220 86.9 K2-M3 Neural channel-191(0.5mp 75048 13.78 350 68.0 K2-5 Sloped channel -39.37'IInn)m 75005 8.86 225 88.0 K2-31 Sloped channel -39.37"(lm) 75031 13.98 355 116.6 K26 Sloped channel -39.37'Ilm) 75006 9.06 230 89.1 K2-32 Sloped channel -39.37"(lm) 75032 14.17 360 117.7 K2 -?Sloped chanrNl-39.3T(lml ?SOOT 9.25 235 91 K2-33 Sloped chanel-39.37"(lm) 75033 14.37 365 118.8 (2S Sloped channel oP 75008 9.45 240 91.3 K2-34 Sloped channel-39.37" lm P ( ) 75034 14.57 370 119.9 K2.9 Sloped channel .39.3T(lm) 75009 9.65 245 92.4 K2-35 Sloped channel -39.37"GiTop 75035 14.76 375 121.0 K240 Sloped channel - 39.37" (Imp 75010 9.84 250 93.5 K2-36 Sloped channel -39.37"Qm) 75036 14.96 380 122.1 K2-010 Neutral channel - 39.37" (Imp 75043 9.84 250 93.5 K2-37 Sloped channel-39.37" (lm) 75037 15.16 385 123.2 K2-0103 Neutral channel-19.69" (0.5mp 75044 9.84 250 56.0 K2-38 Sloped channel - 39.37" (lm) 75038 15.35 390 124.3 K2.11 Sloped channel -39.37"(lm) 75011 10.04 255 94.6 K2-39 Sloped channel -39.37"Ginn) 7`-+039 _ 15.55 395 -- 125.4 K2-12 Sloped chanel-39.37"(lm) 75012 10.24 260 95.7 K240 Sloped channel -39.37"Qmp 75040 15.75 400 126.5 K2-13 Sloped channel-39.37" (lm) 75013 10.43 265 96.8 K2-040 Neutral channel - 39.37" (imp 75049 15.75 400 126.5 K2-14 Sloped channel 39.37" (lm) 75014 10.63 270 97.9 K2-0403 Neutral channel-191(0.5mp 75050 15.75 400 77.0 K2-15 Sloped channel-39.37" (imp 75015 10.83 275 99.0 K2-901G Wine catch basin- 19.69" (0.5mp 94611 32.81 833.3 68.0 K2-16 Sloped channel - 39.37" (lm) 75016 11.02 280 100.1 K2621G catch basin-19.69" 001 94620 37.33 948.1 91.0 K2-17 Sloped channel -39.37'(lm) 75017 11.22 285 101.2 K2631G catch basin -19.69"(0.5mp 94633 49.33 1252.9 101.0 K2-18 Sloped channel- 39.37" (lm) 75018 11.41 290 102.3 K2 -Series 600 Optional plastic riser 99902 - - 10.0 K2-19 Sloped channel -39.37"(lm) 75019 11.61 295 103.4 Foul air trap - ills both 900& 600 series basins 90854 - - 1.2 K2-20 Sloped channel -39.37"(Imp 75020 11.81 300 104.5 Universal end cap 96821 15.71 399 1.4 K2-M Neutral channel - 391(Imp 75045 11.81 3D0 104.5 Debris strainer for 8' bottom knockout 93M - - 0.2 K2-0203 Neutral channel-19.69" (0.5mp 75046 11.81 30D 64.0 K24nstallabon device 97478 - - 2.8 K2-21 Sloped channel- 39.37"(1m) 75021 12.01 305 105.6 Grate removal tool 01318 - - 0.3 K2-22 Sloped channel- 39.37" (lm) 75022 12.20 310 106.7 K2QmkLok locking bar 10457 - 0.5 K2-23 Sloped channel -39.3T(lml 75023 12.40 315 107.8 K2-24 Sloped channel -39.37"(lm) 75024 12.60 320 108.9 K2-25 Sloped channel - 39,37" (Imp 75025 12,80 325 110.0 K2-26 Sloped channel- 39.37" 111 75026 12.99 330 111.1 K2-27 Sloped channel -39.37"(lm) 75027 13.19 335 112.2 • •N hK v `•� r� � 1. T 1. Ns channel offers a ottom knockoutfP�lri; 4" & fi° round 2.11 ts shown aretorthe male and; for female krrert death subtract 5mm (-0.2) from the rose invert lezaptfw neutral channels, vAare dvA be some as male kraertl. End Cap "� " H To calculate the overall channel depth add 25mm (-1.0") to invert depth 3. This catch basin k8 includes a polymer contrite top, removable Quill locking bar, trash bucket and plastic base. Select an appropriate grate. Outlet flow rates 4. This catch basin kit includes a polymer concrete top, removable Quloklok locking bar, deep trash bucket, plastic riser and plastic base. Select an appropriate grate. Outlet Product Outlet size Invert GPM CFS ($ch. 40) Depth A Bottom outlet - K2-00 4" round 7.87" 153 0.34 A Bottom outlet - K2-040 4" round 15.75" 216 0.48 B Bottom outlet -K2-00 Bottom outlet - K2-040 End outlet-K2-00 End outlet - K240 End outlet - K2-10 En 4 outlet Type K2-902G 6" round 6" round 4"round 4" round 6" round -_ 7.87" 15.75" 7.87" 15.75" 9.84" 15.75" 25.33" 344 486 132 202 320 437 263 0.77 1.08 0.29 0.45 0.71 0.97 0.59 C C p �p 4" round _E F Type K2-902G 4" round_ 31.83" 297 0.66 4"round - 6" round G Type K2-902G Type K2-902G 23.76" 31.83" 254 658 0.57 1.47 H 1 Type K2-902G 4" round 23.91" 255 0.57 K2-902G Type K2-902G Type K2-902G - 4" round 6" round 30.40" 24.68" 24.13" 290 570 256 0.65 1.27 0.57 .Type K L 4" round M Type K2-902G 6" round 31.82" 658 1.47 INType K2-902G 4" round 31.26" 294 0.66 O Type K2-902G Type K2-902G 6" round 8" round 31.26" 31.82" 651 1149 1.45 2.56 i. Q Type K2-902G 6" round 30.32" 640 1.43 R Type K2-902G 23.19" 251 0.56 round - S Type K2-902G I 4 round - 29.90" 288 0.64 Not: these are the pas III I rates at the specKed ou(eL NOTchamelf.rates.•Catch E V basin flow rates are "thaut San and deal cKet-t to fit buketrsomessflow. 8'orC Q pipe canglarrato 6•Sch. �rr�^^ m con vJ �1.zs•13aNRt O O V V - ACO, Inc. SPEC Northi ast Sales O•flce 11111ast $ales Of m Southeast Sales Office Electronic Contact: 4211 Pleasant Road 9470 Pinecone Drive 825 W. Beechcraft SL Mentor, OH 44060 Casa Grande, AZ 85122 Mnva,.ACODrain.us Fort Mill, SC 29708 www.ACODrain.us Tel: (440) 639.7230 Tel: (520) 421.9988 Toll free: (800) 5434764 MR Tall free: (800) 5434764 Toll Free: (888) 490-9552 Fax: (803) 802-1063 Milo Fax: (440) 630-7235 Fax: (520) 421-%99 0" MISAte, Inc. ThS nrpmalpnS hied WW Coale NA lS 101 guarrR s9. R, wWa..t aIsAlayf...ftS lot buy., uNxus th Wr product siw mnauma m uce are baaw4 roc cmva ill me npnmae. cis w cuupmers respo"satiny fro evaluate sunaaah ma safetr of p,odu[t fm rill coin use. Aco. lac. flee msnuv ure aeMm clwge iM p,W,cl M sCC+irx'slixa Mllminolice. April 2018 April 2078 All DRAIN ACO DRAIN 1 1 1 • • KlassikDrain - KS100 Stainless steel edge rail channel system One meter channel Hoff meter channel 19.691 lwomml I � l91' nNaama O O morn a""n sae - say. (ta0mnl at•p nwmm) eel _ N 6 � rt t Knockouts included on every 5th channel 4•SCH401mak-9arq � � 6•wel Mwck-qn B Type K9015 In -line catch basin I--Fnasam �tPwoaR.a � 91P nao.a ,1 ® cmc ar ar.r, I O � ® cone e O O O •N •N • O `iai *ems a� It J Tofal -1049 II V v Description Part No. Invest Inch,¢ rod, Weight Lbs. Description Part No. Imrert Niles® mrP Weight Lb,. KSI.00 Neutral channel -39.3T(Imp 74441 3.94 100 28.1 KS1-28 Sloped chanel-39.3T(lm) 74428 9.45 240 49.8 KSl-I Sloped channel-39.37"(In) 74401 4.13 105 28.1 KSI-29 Sloped channel-39.37"(lm) 74429 9.65 245 50.6 KS1-2 Sloped charnel-39.3T(lm) 74402 4.33 110 28.9 _ KS1-30 Sloped chanel-39.37"Irl® 74430 9.84 250 51.4 KS13 Sloped channel - 39.37111 74403 4.53 115 29.7 KSl-030 Neutral channel - 39.37" (Imp 74447 9.84 250 51.4 KS14 Sloped charrel - 39.3T Dril 74404 4.72 12D 30.5 K51-03M NeWat chanNl-19.6rP.5kep 74448 9.84 250 24.0 KS1551oped channel 39.37"Ginn) m 7/405 4.92 125 31.3 KSl-3]Sbped channel 393T (lm) 7M31 10.04 255 52.2 KS16 Sloped channel 39.37"(1m) 74406 5.12 130 32.1 KS1-32 Sloped channel 39.37"Unn) 74432 10.24 260 53.0 KS1-7 Sloped channel -39.37(1ml 74407 5.31 135 32.9 KS1-33 Sloped channel 393T(lm) 74433 10.43 265 533 KSIB Soiled chanel-39.37"Dm) 74408 5.51 140 33.7 KS1-34 Sloped channel 39.37'Urni 74434 10.63 270 5C6 KS1-9 Sloped charnel -39.37"(1m) 74409 5.71 145 34.5 KS1-35 Sloped chanel-39.37"(IMP 74435 10.83 275 55A KSI-10 Sloped channel .39.37' 74420 5.91 150 35.3 KS1.36 Sloped charnel-39.37'(1m) 74435 11.02 28D 56.2 KSl-0lONeutral channel-39.37"(lml 74443 5.91 150 353 KS1-37 Sloped channel-39.3T(lm) 74437 11.22 285 57.0 KSI-0103 Neural channel-191(05mp 744" 5.91 150 17.0 KS1-38 Sloped channel � 39.37' (lm) 74438 11.42 290 57.9 KSl-Il Sloped chanel-39.37"(lm) 74411 6.10 155 36.1 KS1-39 Sloped channel -39.3T(lm) 74439 11.61 295 58.7 KSI-12 Sloped channel -39.37"(lm) 74422 6.30 160 36.9 KS140 Sloped chanel-39.3T(lmP - - 74440 11.81 300 59.5 KS1-13 Sloped channel -39.3T (inn) 74413 6.50 165 37.7 KS1-040 Neutral channel -39.37"(Imp 74449 11.81 300 58.5 KS1-14 Sloped channel 39.37I1m) 74414 6.69 170 38.5 KS14M03 Neutral channel -19.69(0.5m)t 74450 11.81 3DO 27.5 KS115 Sloped channel 39.3T(lmP 74415 6.89 175 393 KS1-901S III catch balm-191(0.5mF 94609 27.63 702 52.6 KS1-16Sloped chanel-39.3T(1M 74416 7.09 180 40.1 KS1621S catch basin-19.69'(0.5mP 94618 28.86 733 55.8 KS1-17 Sloped chanel-39.37"I T) 74417 7.28 185 40.9 KS1631S catch Basin-19.69'(0.5l 94632 40.86 1038 65.8 KS118 Sloped channel-39.37" I1M 74418 7.48 190 41.7 Series 600 Optimal plastic riser 99902 - - 10.0 KS1-19 Sloped chanel-39.3TIlm) 74419 7.68 195 42.5 Foul all -Its both 900&600 series basins 90854 - - 1.2 KS1-20 Sloped charnel-39.3T(lmP 74420 7.87 200 43A KS1-30466-InetCap 96844 9.84 250 5.2 KSI-M Neutral channel -39.37"(lmp 74445 7.87 200 43A KS1-30866'Outlet Cap 96845 9.84 250 5.0 KS1-0203 Neu ddranal-HAW(OW 74446 7.87 200 20.5 KS140466' Inlet Cap 96846 11.81 300 6.0 KS1-21 Sloped channel - 39.37' rm) 74421 8.07 205 44.2 KS140M 6" Outlet Cap 96847 11.81 300 5.8 KS1-22 Sloped charnel.39.37" I1M 74422 8.27 210 45.0 Unveil end cap 96822 11.81 300 0.4 KS1-23 Sloped chanel-39.3T(1_m) 74423 8.46 215 45.8 Debris strainer for 4' bottom knockout 93488 - - _ 0.2 KSI-24 Sloped channel_ 39.37' (1M 74424 8.66 220 46.6 4" Oval to 6" round outlet adapter K14nstallation device 95140 97477 _ - - 1.1 2.8 KS1-25 Sloped channel - 39.37 (Imp 74425 8,86 225 47.4 KSI-26 Sloped charnel-39.3T(lm) 74426 9.06 230 48.2 Grate removal tool 01318 - - 03 KS1-27 Sloped channel-39.37' (lm) 74427 9.25 235 49.0 K1QuickLok locking bar 02899 - 0.1 capacity - gat ons. • N • TI Notes: Outlet Now rates 6" Oval inlet cap End Cep � 1. This channel offal a bottom knockoutfeatum; 4" mund/6' coal. 2. Inverts sham are for the male end; for female invert depth subtract 5mm(-0.21 from the male invert (except for neural channels, d be same as niMe inuer0. Outlet Product Outlet size Invert GPM K1-309-6 CFS •ti a N Whae Wit To calculate the aural channel depth add 2omn(4.8') to inert depth. (Sch. 40) Depth 10.64' (270rtm) - 3. The catch basin kit includes a polymer concrete top, removable Quickly, locking bat, trash bucket and plastic base. Select an appropriate grate. V v 4• This catch basin kit includes a poymer concrete top, removable Qlickok locking bar, deep trash bucket, plastic riser and plastic base. Select an appropriate grate. A Bottom outlet KS00 4 round 3,94 108 0.24 A Bottom outlet -KS40 4" round 11.81" 187 0.42 B Bottom outlet -KSOO 6" oval 3.94" 177 0.39 B 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 E38 D KSI-308-6 6" outlet cap KS1-408-6 6" outlet cap Type KS1-9015 Type KSI-901S 6" oval 6" oval 4" round 4" round 9.84" 11.81" 19.30" 25.67" 233 264 226 265 0.52 0.59 0.50 E59 E F 6 H Type KS1-901S Type KS1-901S 4" round 4" round 25.30" 18.56" 263 222 0.59 0.49 1 Type. KSI-901S Type KS1-901S Type KSJ-901S 6" round 4" round 4" round 25.85" 26.43" 19.36" 586 269 227 1.30 0.60 0.51 K L M Type KSJ-901S Type KSI-901S Type KS1-901S 6" round 6" round _. 8" round 27.30" 19.99" 27.30" 604 505 1051 1.35 1.12 2.34 N 0_ P Type KSI-901S 6" round 26.43" 593 1.32 Q Type KSI-901S 4" round 27.17" 273 0.61 K- Type KS1-901S 4" round 20.69' 235 0.52 S_ Type KS1-901S _ Type KS1-901S - 4" round 6" round 109" 27.17" 224 602 0.50 1.34 T K3.404.8 12.61'(320nm) � Q% con T o 0 6" Oval outlet cap r K1-308-6 V U - . N - D Ill (270nm) ;ems .m K1-408-6 C SPEC I: 12.61" (320 GN W ACO Polymer Products, Inc. Northeast Sales Office West Sales Offke Southeast Sales Office Follow us on Z Mentor, r, CH 4 Drive 825 W. BeecGrande, Z 8 St. Fort Pleasant Road ©IL 1 a Mentor, OH 44060 Casa Grande, AZ 85122 Fort Mill, SC 29708 Tel- (440) 639-7230 Tel: (520) 421-9988 Toll free: (800) 5434764 Electronic Contact: Non: These are the rice non rates at the specified outlet, NOT theme flow rates. Catch basin Rowratesarew4hoottrashbmket- mingbashbucketreducestow. 8 I Toll free: (800) 5434764 Tall Free: (888) 490-9552 Fax: (803) 802-1063 info@ACODrain.us Fax: (440)639.7235 Fax: (520) 421-9899 WWW.ACODram.us 0 September 2016 POOP ly Pa B, Inc. Th I ..Isb.,,. to to aaunk bWas MtgarmaNdmba. We cMnA tisane Wall mr raI Oat KAA, obta.. w@pur proaud bf of uu IIn pmrd of me compvy tothe m res;KRA W Ware suitably rime salary of paapcttpr Ks ownuse ACO rolymg, r. a t Increm ehtt b ,we rive maacct and maemtone naK oere. oil O September 2016 www.ACODrain.us September 2016 CO K200 DRAIN \� hX I VMDO Architects vmdo.com 434.296.5684 200 E Market Street 2000 Pennsylvania Ave NW Ste 7000 Charlottesville, VA 22902 Washington, DC 20006 �0000 • TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • rbemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 MIA i E:/an D. Clchocln 'Z lac. No. 53741 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 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WOO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 6 WPOAMENDMENT#1 28.MAY.2021 7 WPO AMENDMENT #2 24.AUG.2022 8 MINOR SITE PLAN AMENDMENT #1 24.AUG.2022 9 MINOR SITE PLAN AMENDMENT #1 RESUB. 24.00T.2022 NOTES & DETAILS 1: Revision 1 - 4/1/2015 No Scale C 1 2 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL \ �- 1 x 4 CAP OVER 10'-6" 10'-s DOORS ONLY /\ 1 x 6 6„ HASP VSIDING hX I � 1 / 6 x 6 METAL POSTS •T TRIMMER V MDO Architects a„ 24" IN INITIAL BACKFILL 24' IN `BOLLARD (TYR) vmdo.6.5684 8" 8" 8N 7MIN MIN. \ MIN. MIN.1 x 6 CAP NOTE: HYDRANT MUST BE 7'- 11 5 EQUIPPED WITH CHARLOTTES- 200 E Market Street 2000 Pennsylvania Ave NW Ste 7000 6" BEDDING VILLE THREADS WHICH IS ''t''•'df'`"'"��""• #68 STONE • 12' STRAP � THE LOCAL STANDARD. Charlottesville, VA 22902 Washington, DC 20006 HINGE * STABLE SOIL ROCK DUMPSTER DUMPSTER 4 x 4 METAL POST UNLESS 1 e' MIN LENGTH OF BRANCH VARIES 2 x 4 RAIL OTHERWISE NOTED 2' TO 10' * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL • 4 x 4 METAL POST (TiP.) (TYP.) ON PLAN (270') 3 •�� STONES TO INSURE THE PIPE DOESN'T REST E ROCK AND 1 x 6 TRIMMER 7 CU. FT. 19 -22 VALVE BOX I • THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE NorD- • �GOING PADT-L 3'-0" 1 x 6 SIDING j/68 STONE FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 12" CANE BOLTS 42"MIN 6" GATE TIMMONS GROUP DUMPSTER 8_6 i R. ;. YOUR VISION ACHIEVED THROUGH OURS. - 8'" X 6" BOLLARD (TYP.) OUTSIDE ELEVATION 3 SIDES OUTSIDE GATE VIEW 3'-0" 2500 P.S.I. CONCRETE TEE • • • BASE AND THRUST .A. , -. J, 4'MI INITIAL BACKFILL l x 6 CAP l x 4 CAP 5'-0" _ 5'-0" I 3' BLOCK AGAINST 4' MI 1 UNDISTURBED STABLE UNSTABLE a" a" a" a" 1 x 6 CAP STEEL PILE • I - M N. MIN. . = MIN MIN. SOIL #68 STONE CONC. RESTRAINED JOINT FITTINGS RANULAR FILL AS ��',2; 14'-5" � WHEN THE SOIL IS DISTURBED OR WHEN • O•.3� STONE�� A HYDRANT IS LOCATED IN A FILL, IN ADDITION APPROVED BY ACSA TO POURING CONCRETE, A STEEL PILE SHALL • STA I aC� STABLE SOIL OR ROC 1 x 6 TRIMMER 1/4" SAG ROD 3•-OPT BE USED AS ADDITIONAL SUPPORT. NOTE WITH TURNB2CxL4 emarle County colvc. CROSS BRACE NOTE I Public Schools 1. NO ROCKS SHALL BE ALLOWED WITHIN 24 OF THE WATER LINES. 2 x 4 -I I- 12 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED 2 x 4 RAILS FRAME 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. POST ELEVATION ' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT 2• MAINTAIN A 3 1/2 ABOVE THE INITIAL BACKFILL. ( INCLUDING DITCHES ) .THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED 1N 6 LIFTS. 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL 8E ALLOWED VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IN THE TRENCH. INSIDE ELEVATION 3 SIDES IT IS NOT ALLOWED IN THE DITCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. S. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP ALBEMARLE COUNTY PUBLIC SCHOOLS 3" CASTER WHEELS HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF Al ALL LUMBER SHALL REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE DUCTILE IRON WATER BE PRESSURE TREATED INSIDE GATE VIEW PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. CROZET ELEMENTARY PIPE INSTALLATION & BEDDING SCHOOL ADDITION, NITS DUMPSTER ENCLOSURE DETAILS TYPICAL FIRE HYDRANT ASSEMBLY DETAIL RENOVATION AND SITE FIG. W-2 N.T.S. N.T.S. FIG. W-4 IMPROVEMENTS GENERAL ip_g 1407 Crozet Avenue, Crozet, VA 22932 1. METHOD "A" PPE BEDDING SMALL BE USED FOR ALL TYPES RD PIPE CULVERTS LESS THE I if" - 13 GAALGE OR 1{L" HEXHEMI SiP-t OTHERWISE XEIGHT OF COVER NSA. NOTED N TVE STANDARD PC-1 TABLES WLE55OTIERWAE NOTED ON TIE RNA.SOUME TUBE SIGN POST H - FEIOHT OF COVER MEASURED FROM TOP OF CULVERT TO FINSHFD GRADE. i'd" HE%HEAD..�BI-R GRADE 8 SERRATED VDOE Project Number 002-34-00-101 3. b - E%CAVATDN DEPTH IS SHOWN ON PLANS OR TO FRAM BEARING SOIL. y" - E GRABS eFLANGE NUT TORQUE FREE BO<SHAPE TO ELEVATION % / (SEE NOTE 1)CIRCULAR PIPE UPPER SLIP BASE OR VMDO Project Number 1284 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL yr-13 GRADE8 CAST IRON SLIP BASE A'•X y0"FILLET WELD 1. D • OUTSDE DIAMETER OF PIPE. TORQUE FREE BOLT • WITHLOCKING WEDGEAPE (SEE NOTE 11 (SEE DETAILS) CONTOUR I 2 d NSDE DIAMETER OF PIPE. I OFPIPEIYn , �p"-13 U55 FLAT WASHE3, X • WDTH OF CLASS I BACKFILL MATERIALBEYOND THE EXTREMITY OF THE PPE. I HMpENEO. TEFLON COATX.V WHEE S LESS THAN 36". • .t;., _.d I36" AND GREATER. JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. %`13 USS FLAT WASHER WASHER SNAP4" MAXIMUM STUB HEIGHT D, I �� 121/i:' RECOMMENDED HEIGHT) 4. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY, FL -,3 GRACE H LACE TT1LT O� •. T PLASTIC PIPE) _II• N COATED FLINGS NUT lrl NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE (EXCEPT 30" I2D LESS N DIAMETER WITH HEIGHT OF COVER 15' OR LESS. FU M . 3yz' GRADE 8 HARDENED, TEFLO ` . ' I 24' IN FL EO SHOULDER BOLT WASHER SHIM T 5. ALL FAR BACKFILL TYPES MAY I E �D IN LIEU (EXCEPT E CEPTIPLAS� MMET30" AND 24" IN INITIAL BACKFILL VARIES - L'L`ESS n�DIv'wE�TER wmM IRarMr o�covErt IS- OR LEA. SLIP BASE BREAKAWAY PROFILE DETAIL J// ': :.. '" • MIN MIN. MIN. MIN. S. BEDDING T (DI-1L AND CLASS S INSIAL MATERIAL MAY BE ELIMINATED FOR SHOULDER O %" FLAT WASHER SLOT INLET DI-OI GUTLET PIPES NST&LATIONS. /i '.f SLOPE TO GRAN TO AVERT :'7:^y: " 6" BEDDING S' �S' _ �9 OF OUTLET WE ELLIPTICAL PIPE . * , ., ,al.%Tlj s_, 10, E MU ' 13 GRADE B LACE FLANGE NUT 8„ �1 #68 STONE ANCHOR SLIP NALBA COMBINATION 2.52" E: yam D, Cichoclu ANCHOR/ SLIP BASE PLATE _ _ - ` I•--i SECTION A -A 1. Si • OUTSIDE SPAR DIMENSION OF PIPE. /E (FOUNDATION BD OR \ I R v lie. No. 53741 r� MULTI -DIRECTIONAL COMBINATION A 2. S2 • RADE SPAR DIMENSION OF PPE. * STABLE SOIL ROCK ANCHOR/ SNP BASE PLATE - SOIL f ^✓ +! n TRANSITION BETWEEN 3. R (FOUNDATION CI " R PIPE DIAMETERS WHEN METHOD OF TREATMENT IN DROP INLETS OUTSDE RISE DIMENSION OF PIPE. 0.3125%' DIFFERENT SIZES NT 4. X - WIDTH of CLASS IBMKF&L MATERIAL BEYOND THE EXTREMITY OF THE PIPE. SLIP BASE BREAKAWAY DETAIL MINIMUM WALL F -rQ PIPES ARE ENCOUNTERED. B X - 12" WHERE S215 LESS THAN 38". * 3 - AND GREATER SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL TNCKNE55 I$ p.34" L x'A 5. WHERE DIRECTED BYTHEENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR 6 NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE WHERE S2 IS 38" OR STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND 3 „ } „ 0 SIONAIL LESS AND HEIGHT OF COVER WOR LENS. THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF }' 1.3s° 3.6' 6. REGULAR BACKFILL MATERIAL MAY BE USED IN LEU OF CLASS I BACKFILL MAEPo& FORNOTES ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S2 IS 38" OR LESS AIMED #68 STONE WATER SEWER MAT I &S: R SHAPING OF MANHOLE AND NUT AVERTS N ACCORDANCE WITH �� HEIGHT OF COVER 15'OR LESS. pU P}' THIS DRAWING IS TO APPLY TO THOSE STRUCTURES INVERT OFED 1 %OPE TO MAN TUB RECEIVER I ON PUNS OR WHERE INVERT OF PPE 6 HOVE INVERT QU j TO INVERT OF 3" x$3" x l CAUCE y IL11111�"--' STRUCTURE. GUTLET PIPE 3 A HST MOOPIPE ARCH o OR B TUBE P. c MANHOLE OR DROP INLET IS TO BE FORMED ND CONSTRUCTED �x� 0 - NE INVERT SHAPING WITH APPLICABLE STANDARD OR SPECIAL DRAWING. ' 1. 5 SPAR DIMENSION OF PIPE. FOUNDATION IIV POOR SOIL UNDER -CUT CONDITION K £ A57 GRADE 50 CT RN THE INVERT SHMINC N DETAILEDMIX HEREON IS TO CCLASS OF A rTPJ i RED( -TORQUE MULTI -DIRECTIONAL BOLT ON SAE7035 STEEL PORTLMD CEMENT CONCRETE MIX CONFORMING TO CLASS BE OR / / e 2. R -RISE DIMENSION OF PIPE. w FORGING SLIP BASE TOP FOR 21/Z' SQUARE POST WITH Checked By B. CICHOCKI CLAPS CLE%CEAM THAT N5% OF COHSE TONEG BROKEN MAY BE / LOCATION OF ❑THER UTILITIES i, 3. B - WEE H O TAILS IB APPLICABLE RIPE MATERIAL (GAS, ELECTRIC, TELEPHONE, CABLE, ETCJ - 1N6' UP TO 4" IN DIAMETER AND CONSIST OF STONE, BRONEN BRICK, A. CAST IRON LOCKING WEDGE BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE :'j'. . 4. X - WIDTH OF CLASS (BACKFILL MATERIAL BEYOND THE EXTREMTY OF THE RIPE. SHALL BE LEFT SMOOTH BY MEANS OF NANO TROWELLING. NONE OF THE COHSE AGGREGATE WH/LL REMAIN EXPOSED. n , X - IS: WIEPoE S2 A LESS THAN 36•. Designed By K. ROESER OETAES OF INVERT SHAPING M SHOWN HEREON ARE FOR EXAMPLE _ X - m" WHERE S2 IS 36" AFD GREATER TOP POST RECEIVER/ E'oDIEX 2i'," "-," PUPOSES ONLY. EACH MANHOLE OR DROP INLET R TO BE SNIPED - _ 5. WHERE DRECED BY THE ENGINEER. BEOdNC MATERIAL NAY BE ERE STIED FOR FOR 21/2' SQUARE POST IDNW&LY TO BEST FIT THE PARTICULAR INLET IlD GUTIET LO SN EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE WHERE S2 A 35" OR I tc'*;�Irm COEDUNTION OB FLOW THEs. NOR AD RTH aF COVER i5'OR HISS. INITIAL BACKFILL I0 yK. ROESER SECTION B-B 4'MI 4 MI Drawn BPLAN B. REGULAR BACKFILL PES FOR MAY IN USED IN EEU OF CLASS s 35" O SERIAL FOR UNSTABLE s" a" e" a" EASEMENT WIDTHS( WATER OR SEWER ONLY - 20' MINIMUM NOTES: IY6 ••ILL HT OF CON TYPES FOR RQUTINE ENTRANCE PPE WHERE 5 A 3s" OR LE55 A2D HEA" - 13 THREADS Yi' HEIGHT OF COVER 1s'aR LESS. SOIL _ WATER & SEWER 30' MINIMUM L TIGHTEN THE TORQUE FREE Y T USINGEEC THE LARGER S" HEX READ HEAD METHOD OF TREATMENT IN MANHOLES MIN. MIN. MIN MIN #68 STONE HEN LOOSEN THE BOLTS BY THREE COMPLETE TURNS USING THE Ya" _ X HEAD. RETIGHTEN EACH TORQUE BOLT USING THE SMALLER yK'• TORQUE FREE MATCH PLATE HARDWARE `VDOT REFERENCE EN XVDOT =- °< 0: ; : GRANULAR FILL AS z Ot.%�; X HEAD UNTIL THE TG" HEX HEAD TWISTS OFF. STANDARD METHOD OF SHAPING INSTALLATION OF PIPE CULVERTS & STORM SEWERS =- >;:,;,::;:. :; ROM AND BRIDGE STMDIRD9 ROAD AND BRIDGE STANDARDS �_ ;,'_H•y;�'-z _APPROVED BY ACSA 'C; -'R- �P /T% WP CPICATION A COPY OF THE ORIGIN& SEAED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. `VDOT NEST 1 a 1 REVSDN DATE MANHOLE & INLET INVERTS 3D2 GENERAL NOTES REVISI N DAE SHEET 1 DF I /- SQUARE TUBE SIGN POST 302 3a3 L T ` \\ /T R FERENCE ROAD AND BRIDGE STANDARDS gy,Ca VIROMA DEPARTMENT OF TRANSPORTATION VIRGINIA DEPARTMENT OF TRANSPORTATION D7.oD STA 1 alc C L/STABLE SOIL OR ROCK YE SEE PART 3, PARAGRAPH DR SEPARATION OF WATER & SEWER SYSTEMS. 700 FOUNDATION TYPE B AND C DETAILS REVISION DATE SHEET 7 OF 12 VIRGINIA DEPARTMENT OF TRANSPORTATION NEW 01/15 1321,16 I PB 1 NO PROJECTION OF PIPE ABOVE GROUND LINE NOTE ; CG-12 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: TOP OF FILL TOP OF FILL TOP OF FILL X HYDRALLIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA N SOUME YARDS) Section 2721 1.1140 ROCKS SHALL BE ALLOWED WITHIN 24 OF THE WATER LINES. G NERAL NOTES: o RS WHEN REQUIRED (CG-2 ORMEA CG-3,114 LINEAR SET) GROUND LINE z GROUND LINE z CROWD LINE x 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED 1. THE DETECTABLE WARNING SH&L BE PROVIDED BY TRUNCATED DOMES. EACH H THE MOVE ITEMS IS A SEPARATE PAY ITEM MD SHOULD Engineered Surface Drainage Products �/� �]J 'rI n /� UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT BE SUMMARIZED FOR EACH CURB CUT RAMP. ® g - - - - - ABO YL I lIE INN I JAL PAtMK FILL. 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR _ = rr/JJr r rrrr III -NMI- - r/rr/ J r Jr/r - ,✓///i 'r// r/ DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SGEwxK RAMP 12:1 MAX n rrr J/i I, "� rr /r Jr Jr II- J 9D° T❑ THE RIGHT OF WAY, THE LNG SURFACE FACE Or THE SPEC(& PROVISION FOR CG-12 DETECTABLE aBa MAX GENERAL NJ /// U�' /// "%%% "" 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. WARNING SPECIALDESIGNDESIGN SECTION FOR �ROVVAL. D TO THE STAND RD$ AND _ /rJ J C MII -11 / r EARTH .I ROCK OR EARTH a a PI I F R RAMP MAY POURED I HI T WITH RAMP PVC surface drainage inlets shall include the drain bribe type as irritated on the contract drawing and referenced within the d by the specifications. The ductile o c „ UNYIELDING J. I FLOOR NC SOBS o cue IS M BE OU IO MONO` T GAL UI sM y iron grates for each of these fittings are to be considered an integral part 1]f she surface drainage inlet and shall be furnished by the same manufacturer. The SOIL 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED I FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH DOWEL BD BARS a surface drainage inlets shall be as manufactured by Nybplas[ a division ofMvanced Drainage Systems, Inc., or prior approved equal e - MATERIAL IN THE TRENCH. DING 4 ' THIF AT Ag1AMP 01NNG OOR IS SIDES CAN BHOLES ECASTIN PROVIDED AFTER PLACEMENT OF "A MAX 9 I PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A MATERIALS MIN. MIN. 1/10 D n _ ( 5. BELL HOLES SHALL BE DUG OUT 1N ALL CASES. 5. 1 REQUIRED EMS ARE TO BE NO.5 X e" PLACED TCENTER TO CENTER &ONG MIN. V D D % D % BEADING I/ID D BEDDING 1 BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR The drain basins required for this contract shall be manufactured from PVC pipe stock utilizing a thermoforaft process to reform the pipe stock to the specified MATERIAL MATERIAL % D X I CONCRETE COVER 11/2". configuration. The drainage pipe Connection stubs shall be martidectured from PVC pipe stock and formed to provide a watertight connection with the specified PER 1.OF H 6. . CLIMB / CURB MD GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS pipe system. This joint tightness shall conform to ASTM D3212 for Joints for drain and sewer pla5flc ape using flexible elastomeric seals. The flexible elastomeric B"• MAX. 24" FOUNDATION SOFT, YIELDING. OR ME INCLUDED IN PAYMENT FOR CURB / CLIMB AND GUTTER. 5' MIN seals shall conform to ASTM F477. The pipe bells of shall be joined to the main of the drain basin or Catch basin. The raw material used to manufacture NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL 7. CLIMB RAMPS ME TO BE LOCATED As SHOWN ON THE PLANS OR AS DIRECTED 1z:1 MA% the pipe stock that is used to manufacture the main body and pipe stubs of the surfaced page inlets shall conform to ASTM D1784 Call Gass 12454. DUCTILE IRON WATER UTILITY LOCATIONS & EASEMENT WIDTHS AN THE ACCESSIBLE ENGINEER. WITHIN THE RIGHT OF WAYT OF ARHGHWAYFACILITY ER I2-I Mom- �- PIPE PROJECTION ABOVE GROUND LINE CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING. PROPOSED. OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIM CROSSWALKS The grates and frames furnished for all surface drainage inlets shall be ductile iron for structure sizes 8", 10', 12", 15", 18', 24", 30' and 36" and shall be made PIPE INSTALLATION D AS LOCATED ON PLANS OR AS DIRECTED BY THE ENGINEER, POOL SHOULD Nor TYPE B specifically for each basin so as to provide a round bottom flan that close matches the diameter of the surface drainage inlet. Grates for drain basins shall be MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D MIN. ,.5 x D MIN. 1.5 x O MIN. 1.5 v 0 NTS BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING EN LIGHT POLES, FIRE P Y P flange h' g HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL capable of supporting various wheel loads as specified by Nyloplast. 12" and 15' square grates will be hinged to the frame using pins. Ductile iron used in the �"1 TOP OF FILL TOP OF FILL TOP OF FILL NITS FIG. W-1 UNOBSTRUCTED, STABLE. FIRM AND SLIP RESISTANT PATH CONNECTING TERED ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CM BE MPROACHEO. EN (' ,vt�{(✓, manufacture of the castings shall conform to ASTM A536 grade 70-50-05. Grates and covers shall be provided painted black. MD us6D Br PEDESTRIANS. p'S'n''//, v''R�T•N ' � INSTALLATION - NNN r/r/rJ/ • •• •• •• - 8. I RAPS MAV BE PLACED ON RP01& OR TMGENTI& SECTIONS PROVIpED THAT 1'P 1 TD-1 � TXE CURB OPENING I$ PLACED WITHIN THE LIMIT$ OF THE CROSSWALK MID 121MA% hf.:{ /NJJ/ JrJJJN rJr/J/J//INN/ /JrJJ/JJJ/JrJJ- TD_2 TXAi THE SLOPE Ai THE WNNECiION OF iME CURB OPENING I$ ;" The specified PVC surface drainage inlet shall be installed using conventional flexible a backfill materials and procedures. The backfill material shall be = /J/J/ rrrrr :>. r::;: - _ _ •.. /r//r //Jr .2:2 p - ///////NNrJ //r/i/Jrini/- PERPENDIcuLM ro THE cuae. yMN * *�A�' P 9 9 PP P - - { Nr rrr 'r:•::::iii: - 4 4 - = rrrrrrrrr/i rrrrrrrrrii crushed stone or other granular material meeting the requirements of class 1, class 2, or class 3 material as defined n ASTM D2321. Bedding and backfill for •: 9. TYPIC& CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RANICMNOT surface drainage Inlets shell be well laced and compacted uniform) in accordance with ASTM D2321, The drain basin body will be cut at the time of the final = r a :' cRou1D - :• / •>�o�,avo GROUND - = rrrrrN/ rNNNrJ _ caouxD I ACCOMMODATE THE TURNNG REQUIREMENTS OF ANTICIPATED HEAVY TRUCK 9 P P Y Y p :{• LINE o =j •• •} ;•,.,�•,•, LINE p n - -LINE TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRACE (HEAVY 4' MN AT X , 2" HIGHER THAN grade, No brick, stone or concrete block will be required to set the rate to the final grade height. For load rated installations, a concrete slab shall be poured = _ _ {i:>`,::ib', _ - TRUCK TRAFFIC) FOR CONCRETE DEPTH. 9 q 9 9 g P - o= T EDGE OF PAVEMENT under and around the grate and frame. The concrete slab must be designed taking into consideration local soil conditions, traffic loading, and other applicable I = _ _ _ - _ 10. WHEN CURB RAMPS ME USED IN CONJUNCTION WITH A SHARED USE PATH, \ AT XX , SAME AS TOP OF CURB design factors. For other installation considerations such as migration of fines, ground water, and soft foundations refer to ASTM D2321 guidelines. III 11 i EARTH -� ROCK OR 1 ; % THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. MIN. 1/10 DD - UNYIELDING _ A WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL). TYPE C IN. vD D x D X MATERIAL Ir' of H x- n . li so1L a ^�e600wc ^" PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE IN 4' x HE CROSS AREA SHAD. BE LNG INTO TO MANEUVER A THIS It C PARALLEL & PERPENDICULAR MATERIAL N. 1/10 D MTH PLACE 5' GALVANIZED 11 WITNESS "POST WITH INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4'x d' MIN. B', BEDDING MATERIAL WITH PART V, SECTION G OF THESE SPECIFICATIONS. LMOING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME 'vP MAX. 24" MATERIAL FOUNDATION SOFT, YIELDING, OR CAPPED ENDS PAINTED BLUE IN REMOTE AREAS 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADI& SECTION OF .6"-2.4" C-C CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE d NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT AMINFE0SURFACE SHALL HAVE A FACTORY MANUFACTURER TO TO Enid° I+ O 1.00...-o BEDDING MATERIAL IN ACCORDANCE WITH ., THE BACK OF CURB. `- 0 0 0 O O O O O OTO HIGHWAY DEPARTMENT APPROVAL. o 0 0 0 0 0 0 0 0 SECTION }02 OF THE ROAD MO BRIDGE ® EMBARKMENT NOTES `t •' ''4 .':SPECFIOATIONS. ' i'0 0 00000 0 0 0REGULAR BACKFILL MATERIAL IN ACCORDANCE FOR GENERA NOTES ON PIPE BEDDING,,r. + 0 0 0 0 0 0 0 0 0 0 0CLASS I BACKFILL MATERIAL M ACCORDANCE ''•`:'•{'•. SEE INSTALLATION OF PIPE CULVERTS WITH SECTION 302 OF THE ROM AD BRIDGEIT T F ON STORM SEWERS GENERA NOTESW H SEC ION 302 0 THE ROAD AND BRIDGE sPECF1cATloxs. FINISHED GRADE0 0 00000 0 0 0 0SPECPIOAMOCL ON SHEET 107.00. FOR PLASTIC PIPE : FOR ALL OTHER PPE REGULAR BACKFLL MATERIAL CRUSHED GLASW CONFORMING TO THE SET DOGHOUSE BASE • ', EXISTING SANITARY 5OX-T65Y. OF BASE OP DIM ER OIMETER 0 0 00000 0 0 0 0IN BRIDGE SP WITHSECTION 302H THE ROAD 00000000000 6" MINIMUM CLASS I BACKFILL MATERIAL PLACED DIRECTLY ANp BRIDGE SPECIFICATIONS. SIZE AGGREGATE SIZE 2 FOR CRUSHER RUN ON CONCRETE BLOCKS SEWER PIPE OVER PIPE AND 6" REGULAR BACKFILL MATERIAL, AGGREGATE SZE 25 AND 26 MAY BE DETECTABLE WARNING ISSUES AND REVISIONS THISPRMDISCLOSESSUBJECTMATTERIN WHGX DMYMBY CJA MATf9IAl 31MWMMAW OR 12. OF CLASS I BACK FILL MATERIAL, USED IN PLACE OF CLASS I BACKFILL '4 .. 4 • AT BACK OF CURB 0.9"-1.4" _VARIABLE FULL WIDTH OF RAMP FLOOR _ I IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE .q SEE NOTE ,2. O BASE DIAMETER NYLOPLASiXM RROPRETMYRIGMS. THE RECEIPT BUFORD, GA JOLB -., �. • • PAY LINITS OR POSSESSION OFTHIS PRINT DQES NDT GAMER HE a10D PXx mBlrv-2w SPECIFICATIONS. DOGHOUSE OPENING SHALL a i' MIN. 12" CLEARANCE DETECTABLE WARNING TRUNCATED DOME NO. SUBMITTAL DATE TRMSERORUCENSEIHEUSEOFTHEDESIGNOR Ny10 aSt' FAXprol D24AW H IL H BE PREFORMED BY ` ' ' _ <• • ' BETWEEN EXISTING PIPE DETECTABLE WARNING ECHNKALINFOMMATIONSHOWNHEREIN REVI9EDW NM PROJECT NO,NAME wWw.mINPMFiu:.F„x VDOT SPECIFICATION 'I.k'`'.' �' /�� •. s.. INSTALLED ON A RADIUS DETAIL INSTALL. OF PIPE CULVERTS AND STORM SEWERS REFERSNCE+)�'x k' MANUFACTURER OR A AND STONE BEDDING DETAIL 1 FINAL SITE PLAN &WPO PLAN SUBMISSION 10.AUG.2020 REPTAINEDGNOFTHI ANIU ORANYNFORMAnOx TITLE ROAD AND BRIDGE STANDARDS p !'"yN'I yM '<. CONTAINED HEPBN, ORMMUFACNPEOMY HE N-21-1r IY'+Il�,1' SAW CUT TO FIT PIPE ' XVDOT SPECIFICATION ATUE HEREFROM, FORTHE DISCLOSURE TO OTHERS BIN.]61XONIN BALM SPECIFICATIONS SHEET 1 OF 4 REVISION DATE CIRC. PIPE BEDDING AND BACKFILL -METHOD 1'A11 302 I I /(•�}Il"y OUTSIDE DIAMATER •M ••! .a:. ROAD AND BRIDGE STANDARDS CG-12 DETECTABLE WARNING SURFACE REFERENCE 2 FINAL SITE PLAN RESUBMISSION#1 25.NOV.2020 IS roRLDDEN, IXCEPr BY9PEGFp WRRTBI 3D3 ADJUSTABLE TRAFFIC RATED PFNAM4910NFGUMNVLOPIASr. em]xnowm °"Bs6� A SCALE 1:1 SHEET ION DWGNO. TON-0t00H REV J 107.01 0]/19 VIRGINIA DEPARTMENT OF TRANSPORTATION I VALVE BOX W/ LID PLUS 6". - SHEET , OF 5 KV61ON DATE (GENERAL NOTES) 105 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 . . ,,° 502 = .07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 I I A', .' z03.Ds Z u 1 12" THICK VDOT No. 68 STONE BEDDING 5 SIGNATURE SET 18.MAR.2021 8"x8"x16" AND 4"x8"x16" sr-1 SOLID CONCRETE BLOCKS GG12 6 WPOAMENDMENT#1 28.MAY.2021 NYLOPLAST DRAIN BASIN WITH DOME GRATE z N A 5'MN I4, GRAPE 60, REINFORCING ROE ENCASED N O U S E MANHOLE BASE •5 DOWELS. H' LONGS PERMISSIBLE 12;1 MA'F. yy % WPO AMENDMENT #2 24.AUG.2022 A CORROSION RVEDBY RUBBER OR OTHER �� 1 DOGH • N0. 6 GALVANIZED STEEL STEP MATERIAL APPROVED BY THE ENGINEER. WALL (4 EACH) AT 12" C-C 5'IAN. CONSTRUCTION 12�t MAX- (1, 8 MINOR SITE PLAN AMENDMENT#1 24.AUG.2022 21 INTEGRATED DUCTILE IRON (DIMENSION MAY VARY WITH MANUFMTWiER'S N RBI I�/I� CAN GRATE TO MATCH BASIN O.D. • MANHOLE ABOVE I CORROSION RESSTMT �t 1z:, Mix ss i 9 MINOR SITE PLAN AMENDMENT #1 RESUB. 24.00T.2022 MATERIAL FILL DOGHOUSE OPENING _ ,z:, MgX In 8 F�. REINFORCING ROD BASE SHALL AROUND EXISTING PIPE WITH BUFFER STRIP E CONSTRUCTED AS SHOWN WITH 3,000 PSI CONCRETE TYPICAL SECTION _ - ON FIGURE S-1-A OR NON -SHRINKING GROUT RAP RAMP„ M.J. GATE VALVE (SEE TABLE) A (SEE TABLE) 1t TRUNCATED DOMES IMH Mom' Fym A M. MINIMUM PIPE BURIAL SEE SHEET 1OF 5 FOR DETAILS DEPTH PER PIPE (6) ADAPTER ANGLES VARIABLE 5'-a' MN MANUFACTURER 0'- 360' ACCORDING TO PLANS 'Mk _ _ _ SHARE TO MATCH FACE (3) VARIABLE INVERT HEIGHTS RECOMMENDATION ML' & ALLOW CONCRETE OF ROADWAY CURB AVAILABLE (ACCORDING TO (MIN. MANUFACTURING WRAP EXISTING PIPE WITH BACK OF CURB 4 WITH BUFFER STRIP PLANSTANEOF • TO FLOW A MIN. z0n Fl REQ. SAME AS MIN. SUMP) NEOPRENE GASKET MATERIAL 4H : 5'AN OF S BEYOND BASE BEFORE FILLING THE OPENING 1sT r OF STRUCTURE '.' NEOPRENE SECURED BY 2 NON- 11 77!.. CORROSIVE STRAPS, 1 ON SECTION A -A STEPS WILL BE REQUIRED N ALL STRUCTURES WITH A DEPTH OF "• -'4"4'-0" OR GREATER UNLESS OTHERWISE NOTED ON THE PLANS. WATER LINE EACH SIDE OF OPENING PERMISSIBLE lTHOUT BUFFER STRIP "m $ ILL STEPS SHALL PROTRUDE 41/2' FROM INSIDE FACE OF d CONSTRUCTION CROSSWALK " :.'�.... 9 STRIUCIURE WALL. N (9) VARIABLE SUMP DEPTH %% '`E �':.�; MAXIMUM STEP SPACING TO BE 18" C-C. P 12" MIN. CAST -IN PLACE - 0 } (4) VARIOUS TYPES OFINLET &OURETADAPTERS 4•MIN ON 8•-2q• ACCORDINGTO PLANS STEPS SH/L} WITIISTMD A MINIMUM FORCE OF 300 POUNDS WHEN ' -_I 3,000 PSI CONCRETE BASE kr !',i)F 1 E%TENOED 4/X" FROM THE FACE OF THE SUPPORT. CROSSWALK AVAILABLE: 4'36'FORCORRUGATEO HOPE ,i(i4 6'MIN ON 30'&36' (6'MIN.ON B'-24',f0'MIN.ON 30' p. /�'R SECTION B-B (ADS N-121HANCOR DUN WALL, ADSIMANCOR &ITMIN. ON 39' qW STEPS ME TO BE VERTICALLY ALIGNED AND UNIFORM&Y SPACED FOUNDATION SECTION VIEW ~�� Aa ]DVMME LA1pNG NKA SINGLE WALL),N-02 HP, PVC SEWER (EX: SDR 35), BASED ON MANUFACNMNG RED,) FOR THE ENTIRE DEPTH OF ANY STRUCTURE. 2500 P.S.I. 991.1 st PAY.. 1. NOTES &DETAILS PVC DWV(EX SON 40), PVC C90DIC9DL '' ,P: MLFOCTURERIS MY WI N PRECAST WITS SETS MAY BE CAST IN PLACE, MORTARED M7 2'X 2' BEARING AREA. I: MT. THE WosswALx TYPICAL SECTION o (DIMENSIONSMANUCT MAY VARY WITH p' CROSSWALK CIX ,nE Mu„EO CORRUGAEOB RIBBED PVC i INTO HOLES PROVIDED BY THE FABRICATOR, OR DRIVEN. CONCRETE NOTES: FOR GENERA NOTES ON THE DETECTABLE WANING SURFACE, � LROSSwAK Pis& W MINIMUM OF 3 EMBEDMENT STEPS DIFFERING IN DIMENSIONS, CONFIGURATION, OR MATERIALS THRUST BLOCK NOTES. SEE SHEET ,O 5. WATERTIGHT JOINT THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER FROM THOSE SHOWN MAY &SO BE USED PROVIDED THEY MEET Q THE REQUIRED LENGTH OF A PAR&LEL RAMP TYPICAL PLACEMENT 0q (CORRUGATED HOPE SHOWN) GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, THE MINIMUM REQUIREMENTS SHOWN HEREON AND THE - x7. 1S LIMITED TO 15 FEET, REGARDLESS OF THE AT INTERSECTION " CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS AND SLOPE. (IAS511, OR CIA55111 MATERIAL DEFINED IN ASTM D2321. CERIFEO REPORTS OF THE PROPOSED SUBSTRUTEST REPEND HAS 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW LAADINGa S.IMAz, WITHIN CROSSWALK cure BEDDING& BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE RECEIVED WRITTEN MPROV& FROM THE ENGINEER FOR THE USE SLIPS a'a.FFER STRIP PLACED& COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. of SUCH STEPS. ' d 4 TYPE B PARALLEL rsoEw&K a' FLOW TO THE EXISTING PIPE. APPLICATION LAW„Da,,M«. N1STEM S INSTALLED SHALL U PROVIDED WITH CORRUGATED NURSED d 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 5`°" OR DIMPLED SUCH AS BUT NOT LIMED T0, CORRUGATED KNURLED, MINIMUM RAN LENGTH OR gMPIID SURFACES. O V „ ROAN PERCENTABE IN FEET 1 NA 51f1 DIAGONAL PLACEMENT &UMMNUM STEPS SHALL BE FABRICATED IN ACCORDANCE WITH 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6 4" CURB 6" CURB ASTM 820.&LOY 6005-T5. 0 4 6 5'XN THAT PORTION OF THE STEP ENCASED IN MASONRY SHALL BE OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE 1 5 7 R:, M 1-B'-30'OOIAEGNE99HAL BE DUCTILE IRQV PERA6TMA5]6 ,/•' 'i® UNIFORMLY COATED WITH A BITUMINOUS. SOLVENT TYPE. ASBESTOS i GRADE 70dD05. •P` S&1Y FILLED ALUMINUM PIGMENTED COATING CONFORMING TO FEDERAL 2 5 e F 2-B'810'OOMEGRAlEBmONr01HEDRAINBMIN3WRHIHEUSE SPECIFICATION TC-C-0049BA BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN 3 6 9 A a' S°UME LAVING AREA OF A PVC BODY TOP. SEE DRAWING NO. AMA 111 O5 °' NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. ACCORDANCE WITH THESE SPECIFICATIONS. 4 e ,z WLLB°F TV EDI AT•IDE OF LAVELWAY CRD95'•'L EKWEWCUL49 CIASSWKx f SHALL OF PROVIDED J DRAIN BASIN TO BE CUSTOMMMUFACIUREDACCOROINGm PLW T1MI5 PRm015CLOSES SUBJECT NTTBRINWf11CX ONWX BY EBL MAIEItML BUOE,GAMI 5 f0 15 MTNN TN uMNEO 6x&L BE PROVO:D FOR OFTALS. RISERSARE NEEDED FOR BASINS OVERN'DUE TOSHIPPING xYLOHASi HMPROPRIETARY MGM. TXERECEIPT 6UFORD, GAMIN ALUMINUM STEP 6 14 15 WITH BUFFER STRIP MONWAx AREA LRp59WFl. PERPENDK'LLM CROSSWALK TYPICAL MANHOLE BASE NTHMTE"MKS° RESTRICTIONS. SEEDRAWINGNOT001-110LRI. gMPOSSESSGNOFTHISPRIM°OESNOCONFER, DATE O &II) TAT PHN p709]2SIp WITHIN HE AREA, d-DRAINAGE CONNECTION STUB JONrnGNiNESS SWLLLCONFORMTO TRANSFER OR LICENSE THE USE OF THE DESIGN OR y\p10 last• FAX p>019322190 ASTM D3212 FOR CORRUGATED HDPE(ADS WI2 ICOR DUAL WALL), TECHWAL INFORMATION ION OF THIS SNOT RHEMEANY NFORMAmON iiMEDBY NMH PROJECTNO.RMNE ✓ wv,w.nyloplas4us.com SRE `VDOT `VDDT SPECIFICATION STANDARD STEP CG-12 DETECTABLE WARNING SURFACE REFERENCE N12HP,&FVCSEWERH4.35'). TITLE ROAD AND BRIDGE STANDARDS TYPICAL GATE VALVE SHOWING DOGHOUSE INSTALLATION ROAD MD BRIDGE STANDARDS 5. ABAPER9 CM BE MOUNEDON ANTNlGLE O°T03W°. TODEERMINE GOMAINEDHEREIN, ORMMUFAOUREOFANY GATE W1]4fi DRAIN BASIN WITH DOME GRATE MINIMUM ANGLE BETWEEN AHPTER3SEE ONWNG NO.iWt-110G2 ARTICLE HEFEFROM. FOR THE DISCLOSURE T0OTHERS OWLK SPEC INSTALLATION DETAIL VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 1 SHEET 3 OF 5 REVISION DATE TYPE B (PARALLEL) APPLICATION 105 6-I'-JP DOMECNES NVENO CHANTING IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTENMOSIDE A BLAZE 1Mr MlEll' 1O1 owGXO. 1001-01dwT REV E 08.00 NTS N.T.S 203.07 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 PFII.IDLCIN FROM Nri0RA4r. c+mPxnmAm FIG. W-5 FIG. S-1-Al TD-9 TD-26 C . 3 BEL�`O�I® OUTD6�O��tS Model # CBBR-9UR-BK LEFTHAND - VERTICAL PIVOT GATE (VPG) 627Amersale Dr Naperville, IL60563 Phone: (800) 323-5664 Fax: (630) 897-0573 sales@belson.com Dimension Sheet 9 Bike Wave Bike Rack, Powder -Coated Black, Surface Mount Steel tubing (11 gauge) — FACE OF OPERATOR TO FACE OF YOKE (CLEAR OPENING) VARIES 3" SETBACK (MIN.) _ — — — PUBLIC SIDE L.H. OPERATOR BARRACUDA STYLE YOKE SHOWN �J WIND BRACING 8"SETBACK (6"MIN.) — — PRIVATE SIDE 84" PAD TO PAD WILL VARY WITH GATE LENGTH - — 13" (MAY ALSO BE VIEWED AS CLEAR OPENING) PLAN VIEW MADE OF 2-1Q" SQ. TUBING - STEEL OR ALUM. BARRIER SCREEN (REED.) VARIES BELOW I -' -{ GRADEIPAD LEVEL FROST 1• .7':� �..: 'I LEVEL I ,iCONC OPER PAD ^ CONCRETE ELEVATION VIEW VIEWED FROM PRIVATE SIDE 'OR APPROVED EQUAL` www.belson.com 1-7/8" RIGHTHAND - VERTICAL PIVOT GATE FAC OPERATOR TO FACE OF YOKE (CLEAR OPENING) VARIES — PUBLIC SIDE 1 18" 1 BARRACUDAST YOKE PF 13" — —PAD TO PAD WILL (MAY ALSO BE VIE SHOWN WIND BRACING GATELENGTH AR OPENING) OPERATOR 48" TRACK IS MIN.) MADE OF 2-112" SQ. TUBING - STEEL OR ALUM. GATE GUARD BIER SCREEN (REO'D.) ee HEIGHT VARIES GRADEIPAD LEVEL .`\PA� YOKEPAD 7 ��+CONC 0 ELEVATION VIEW VIEWED FROM PRIVATE SIDE 3) SHOWN WITH A PAD MOUNTED BARRACUDA STYLE YOKE (ALSO AVAILABLE IN A POST MOUNT). 4) CONTOURS AND CURBS WILL REQUIRE CUSTOM DRAWINGS. (CONSULT WITH AUTOGATE). Dale: 4/19/07 VTOVat r �A IN 11 ° Drn. By: MKS ' Gar.EnMSysrems DO NOT SCALE Iu V. os Benin Hepms, onlc Description. Dale: Dm By ckd. Br tIryy pin AI UV,z` ckd. BY: DMR M%H19)SM-351e COMBINED LEFT AND RIGHT HAND GATES ONONE PRINT 07120/16 MKS PAY slxla Lv vaoulanm UN= OTHERWISE SPODER; D`"9':200 Barracuda VPG VPG WAS VPL & INCREASED BARRIER SCREEN COVERAGE 1 04129/15 MKS DMR DIMENSIONS ARE IN INCHES ANcles:,° Tine: 200 Barracuda Vertical Pivot Gate (VPG) UPDATED PRINT -OPERATOR SHOWNMORE ACCURATELY 03IOb113 SLO MKS ro-.,,�o ... �, ..r. ��: GATE TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. OR APPROVED EQUAL V M 1) 0 VM DO Architects vmdo.com 434.296.5684 200 E Market Street 2000 Pennsylvania Ave NW Ste 7000 Charlottesville, VA 22902 Washington, DC 20006 00000 i 4 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 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 E: an D. Clchockl Lie. No. 53741 10�1/7/zz y,%13 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 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 6 WPOAMENDMENT#1 28.MAY.2021 7 WPO AMENDMENT #2 24.AUG.2022 8 MINOR SITE PLAN AMENDMENT #1 24.AUG.2022 9 MINOR SITE PLAN AMENDMENT #1 RESUB. 24.00T.2022 NOTES & DETAILS ClA DEC - iOP-689.33' / INV. IN= 83.$B' i5":RGR (N): I I e \ - - _ /i' - - h \ / �' 692-- INV. 1N=6 ,.:40' 12"l[©pE:(fl/1 I I \ - - - - �Q I/ �� INV. N; 684;13' 4"; (BLD) / I I \ /, / / yp / / 1 / ' , ; , ' '_45 \ I INV. O -fi83:40' 15'°RCP�' I I J / / \ / r cGNc. /, / ' CONC. \coNc / 1.3'(W COA , 3' (W) DOOR /CANOPY ' FFE=693.4V .TYP) ' COLUMN (THRESHOLD) MHS / / , �O 1.0'H TYP. \ \ \ 70P=6$�96' / /\ GO 3'(W) DOOR / INV. l 673.74' PVC-LAT/ / ( ) (BREE2 / I I � / 2 INV, IN-673.44'8jPVC-(NW) / OUT=673.�0'8'PVC / L II SD INLET (GRATE) l I _ / / - ) - / � TOP=689.00' l - II / / ' CO INV. OUT=68500'15"RCP / q I 1 � / GPI � / 3' (W) DOOR I� / iU ��../, / / / / f FFE=693.46' CONC. P (THRESHOLD) // OP-689. 89' �/ / CONC. ' TOP- 2.84' 1' x i' A ELEC. `� i'1 BQ`T=690. INLET ( VAULT f° 6'(W)DBL. DOOR Y5 FFE=693.44' fg \_'DE& (W) DOOR CONIC. O I / \ FFE=693.43' DBL. DOOR UGP- - (GROUND) CONIC. - - LEVEL 1 PLANTER (TYP) SO INLET I \ 1 I / - I / VONYLO TOP=691.85' BLO LINE FFE=69B� DOOR I \ / BACK-FL6W _ _ / > 1 INV OUT=68730' 12"HOPE Iy TOWER ON ELEQ1 '--COOLING APPROXIMATE LOC \ / , I / // I � - EX FIBER OPTICS VAULT. ' \ \ i / / /� - - CONC. PAD CONTRACTOR TO VERIFY AaP�&L LOCATION PRIOR TO - CONSTRUCTION. �I \\ / / / y / /( W T R. / �� X - aPPRGa' c�xeo�l APPROXIMATE LOC - '/ l / / /5 / / / / / 6' (W) DBL. DOOR EXCOMMLINE. ® / / FFE=702.33' MULTI -LEVEL / I MASONRY, BLOCK& FRAME CONTRACTOR TO VERIFY I / v I I � / AA ROX. C. lEXI TIN I SCHOOL FACILITY LOCATION PRIOR TO o / UN PUEL�INE CROZET E.S. CONSTRUCTION. / R ( I 7F / / OC _ (1407 CROZETA VENUE) J/1' U I / / O U 1 I '1 \ FFE) DBL. DOOR // 15'WIDTH U�RGROUND / CONC STEPS UTILELECT EMEN FORVIRGINY I ` \ ELECTRIC 90WER COMPgNY I , / X / / 4$ PINE J ® - 23 RISERS // DB. 1101,P .310 , I \ I POR ION OF \ ` 3' (W) DBL. WA ERLINE / U DOOR - - - - -------- / KETCHE BASED I / I / O? / \ ON SA GIB- / �k / CONC � - y a I I 1 I I \ ` \ WALL I CONC. I / S- VI I I � I I I II I I 7 � \ \� \ \ - A q 7el 41 q CONIC I TOP-698.05' 1 I I15"P/ E \ _ _ .uv � I INV OUTSINK INV 8680.25'' &' PVC II`VCI 1 III I I I I �`lK PINE - - 12" DEC 8"'SEC 8" DEC CONIC. SWK \ \ CURB \\01 \ \I CURB EP EP SD URB /N T W/GRATE I TO-696.02' (F/L) _ I lNl OUT=6.3T 15" RCP I I I I I I \\ \ "0'2 8'_ b� 8„ b - q �" �i �7�' g„ -� -UGP -' _ dGR vvL.�� UG �k" - yIII 15" RCP \ \ CDRB CONIC. SWK \ \�\� I _ _ �- ----------------- f= -- --- -------- I I I 1 ^ I I � / �� CONIC. I I II I Q. 'DEC (12 SPACES) a SD CURB /NLET W/ MWD I / TOP=696.62' / INV. 1N=691.92 15"RCP INV. OUT=691.87'(15"RCP ASPHALT 1 (12 SPACES) I �O (5 SPACES) , r IJ, II4� Y LI yRB , z I III J ����--- T°�T-_- �I_r'/ U - UGP- ---U \--- Gp-� UGP- L 12" DEC / CURB 15" DEC - °� I aU' \ \ / / EP If EP F �X i- - - - m I \ \ - CURB -t-I" Q i /\ TMP�`I6-64 I I 11�---_+ O \ \� ROBERT S. & BLAA4 R. ANPERSON, ' 7 RONT SE BA-K II T C y DB.1871,PG.34 I I N� - - - _�\------------------------�� 1B"pec\ I ZONED.' RA RURAL A*AS) I � ' + _ _ _ � _ _ _ I ( �II '---------------- - ---- I \ --- I Oy/) -793 - _ _ _ _ - _ _ _ _ 20' WATERL/NE EASEMENN 1 I c I �IL_ I �-', �'----------�- _ _ �\ FOR�4LBEM�4RLE COUNTY 1 / �'�qr \ \ / SERV/Cf;AUTHOR/TY \ m \ DB. N63, PG. 28 U/' I I OL y0 .. I / /s-° 1 6CO J // -(UFO- I b / tPPROX 12" >2"DEC /--"---- �-1I/ \.TREE I \ ' VARIABLEWIDTH POLE LINE 1 ORIPLINE (TYP.) l l /NV. III 98Ok / EASEMENT FOR VIRGINIA ELECTRIC POWER COMPANY DB. 1101, PG. 310 1'20'54 - - S�(,pPE3' - - - � \ \ \ _ -(?IANAG_EQ. - \ \ i I`---t--�-_ --- - -- dH0-------- -- - - - \ EP \\ \\ \ SAfJ� - - - \ _ _ - - �S dHO \ STATE ROUTE 81 1) ROZE (L 01 GRAVEL dF/O \ \ Dg, 1096 PG. 741 ENTR. / MHS EP / TOP=704. >4' / INV. IN=692.25'8"PVC - �� INV. OUT=692.03' " T / EP dI 11 ) CONC. SWKEP \ \ ------ --' Y� a-- _� "')I C&G __ _ _____SD�'URBJNLES W/ _ _ - _ _ - - _ _ _ _ _ - _ _ -lNb eU1r694.'h2'\5'i3GP / CONIC. SWK - __ ______ __=-� --� - - - - - \ - 749 _---- -- �71((i� - --_i-_ _----� _-_---_----' - - o ° SDINLET(GRATE) STEEP SLOPES r _ - - _709- - - - - (MANAGED) T 15" .09' 4' INV OUT=693.94'1S'RCP b CONC CONC. STEPS�"'PLANTER EA 11� C CANOPY IMP 56A1-1-73B2 \ \ \ //\ \ \ \ \ \ \ \ \ \ \ ST GEORGE PROPERTIES, LLC LL \ \18"DE1S -WQ \ `� \ \ \ \ \ \ \\ \ \ \ \ \ _ _ \ OD PED. \ \ \ o \ \ \ \ \ \ \ \ \ / DB. 4967, PG. 722 C,o ZONED.' R2 HALL r(W) \bip \ \ \ \\ \ \ \\\\\\ \ l \ FFRESHO45' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ Y\ \ \\ I (THRESHOLD) COLUMN \ \ \ \ ` \ ` \ \ \ \ / \ \ cf�, \ \ . �j T\ \ \ \ U\ . \ \ I MHS \ \ \ \ \ 6' �\ \ "C \ \ \ T \ \ ZSy \ \ ` \ \ \\\ \ \ I N 1.0'0TYP. is90 \ \ ` \ \ \ \ \ \ \ Cc\ \ \ S \ \ \ \ \ \ \ \ TOP=676.13' SAY) 3' (W) \\\\\ \\ \ INV. 1N=66585' 8" PVC DOOR 8PVC INV. OUT=66563'8"PVCINV- 76.84' 12"D)EC CONIC 3'(W)DOOR\\\\ II I II 11I IIIII I FFE=693.45' \ 3' (W) DOOR \ \ \ \ \ I I III I Q E'QEfDP=69283' (THRESHOLD) FFE=681.36' MECh�'\ , \ \ \ \ \ \ \ \ ` I 1 O I I I N �NIATCHLINE - SEES ET C2.1 ^01 I I I l BDT=689.90' \ \ (BS 81. YARD \ \ \ \ \ I \ 6„D \\ \\ \\ \\ \\ �\ \\ \\\ FFE=693.42'LI WOOD � \ O ` \vLt' (2) HVAC ON FFE=704.27' L2 \ \ ST TOP=6sz.50 l - / \\ CONIC. PAD \ `VKRAIL` \ \ \ \ \ \ \ \ \ \ \ I I \ \ \ \' \ \ \ \ \ \ J B0T=690.50' 6' (W) OBL. DOOR 70061�'I) \O coNc. FFE=693.43' A[L \ \ \ \ \ \ \ \ \ \ s \ \ 1 \ \\ \ " 3' (W) DOOR \ \ \ \ \ \ \ \ \ \ \ \ \ I \ I \ \ \\\ \ z 6'(W)DBL. DOOR (GROUND) FFE=693.43' \ j STAIR \ \ \ �\ \ \ \ \ \\\ \\ \I I \\ \\\\\ \ \ _ \ \ \ \ I 1 \ \ \ \ \ \ u) FFE=693.40' LEVEL 1 \ I I \ \ \ \ \ \ \ \ \ I \ \\ BLD LINE ' / - - - - - - '(W) DBL. DOOR i✓w•' _ - - - _ _ _ _ _ _ \ \ \ \ \ \\ \\ \\ \\ \ \ \\ \\ \ `\ `� \\ 11 \ 1 11 1 \�\\\\�a \ / / \ FE=693.43' 3' (W) DOOR (3y10"DEC FFE=693. 62' TMP 56-64E COUNTY SCHOOL BOARD OF I 1 I \ \ I I I \ \ DRY \ \ \ \ \ \ I $ N ALBEMARLE COUNTY, VIRGINIA DI 1044, PG. 498 CONC. DB. 1098, PG. 703 IRS ZONED: RA RURAL AREAS wrARa � ( ) If GOAL l GOAL \ � I 6'(W)DBL. DOOR \ \ ASPHALT FFE=704.32'\\\M r- 6' (W) DBL DOOR CONIC. gym I I II 11 1 I I 1 \ \`\\ TO -\67 .66 `I+ \ \ \ \ \ \ \ \ \ I FFE=704.30' - \ ` STAIRS \ \ \ Q I I I I I 'I II 11 I \\ IINV NV /N=664.8T 8" t/V ( N) \ \\ \\\ \\ \\ \ \\ \ \ \ \\ \ CANOPY I I I II I I I \ INVT=664.84' PV \ \\ \\\\\�� I ) \ \ \ tY 3'(W)DOOR \ EP // II II I 'I II I I 11 `\ \ A\PPRQ'X.\AREAS dF\ I\\\\ \ \\` _ ' FFE=693.55' - _ / / I I I I 1 I 1 1 \ \ REEI\(.1(PLANTLLELEE�11\1ldddddd WH/PS \ CONC _--- ' ci WALL 3` 2 ( _ 1.5'(W) _ _ _ � o _ - - _ _ - \ STA/Rs�' %`Q / ' // / / 1 ' \ \ \ I CONC. DWI /VERSION �T \\ 1 1 11 1 \ // / l l / // /I I \ \ I \ TOP--67796, \ \ 11 11\ \\\ T/ Vt s' 6 B"�Ec 6•" SEC 8G CONIC. SWK CURB / - W-T w 10-w /' I \ \•:\; \A. p -_ UGP- _--_i-UGP- 8" 8�' 12" 8" __\ `\ :\i: \;���-'S \: , :C :.:: � ----- ------ - - --- ---- - --- -- --- - --- - - ------------ ---- � a-----1-- \ SD RB /NIL v \-696. 8' \ \ INV. IN=687. 7' 1 "R \ 5\ t "DEC •\;:\:\' \ \ \ \ \ I INV O T=687. 5' 15" R\ 1 (12 SPACES) 1 SD CURB /NLET W/MHD \ \ \ \ \ \ \ \ \ \ v \ 11 1\ \ \ -INV 1N=686.58P159RCP I \ \STEP LOPrtS INV. OUT;686.33' 15" RCP \ 1 \ \ \ \s9� \\ ASPHALT (SMANAGO) \ \ \ \ \ \ \ \ \ \ \ \ mm \ \ 4 \ (5 SPACES) \ ( ) s� Z' \ 12 SPACES \ I I \ \ \ \ \ MONO ENT SIGN \\ EP \ CURB \ ` 12" DEC --UGP---=IOG�--- UGP - -- UGP- \ ' \ 12" DEC CURB l O� N K�60�ND -75' FREP ONT SETBACK CURB 6"PIPE INV=681.56' � / 8" DtC \ OPP. END NOT FND- / \/ - - L �' --�sryb�.�, i _ �\/ DEC tl�Y I ,d'y[ ' - Abu'' ' ' I i - _ _ "'tom' / i I I - - i _ =�6'G- m / / b _ _ �/ / ' - ' / �6 VtC / - /�AP�RCX TREE ,'- / ,' / _ / - Z / \ "�� C / / L / - - _ - _ - - -- / ORIPLINE (TYP,) _50,4p$ �\ _ - o �'_25471'' --- ---r --- -- / /-------- ------ d'--- -__--------- \ -r _ --- 15"CNfPEP \ r / o SOON\ � mono -UFO- .UFO- \v \\ I �UFO�� 1- O / \ CONC SWK I oLL I / / / / `/ ' \ _ .UFO /' 01 \ \ > UFO mono EP �UF SOMM/ I / \ gOOHP CURB � UFO 'OH� EP ' / -\-UFO• H MHD ' /� oHPI� I I roP=sss.7r INV. 1N=685.26' 18" HDPE /-'OHP / SO CURB INLET Wi/MHD INV. OUT=683.14'18"HDPE OHP� TOP=688.38' INV. IN=681.24' 18"HDPE °/HO INV. OUT=681.18' 18" HOPE / , I d OHl / CIII TMP 56-61 / 56-62 \\ ,' / /' COUNTY OFALBEMARLE, VIRGINIA IIIII £$ abN MHD DB. 1132, PG. 262 �/ TOP=695.77' ZONED: R2 - - _ _ _ _ / INV. IN=691.71' 15" RCP INV. OUT=691.62' 18" HDPE i SCALE 1"=20' / 0 20, 40' V M I VMDO Architects vmdo.com 434.296.5684 200 E Market Street 2000 Pennsylvania Ave NW Ste 7000 Charlottesville, VA 22902 Washington, DC 20006 �0a010• s 0 Or 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 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 v� E:yan D. Cichocki 'Z Lie. No. 53741 y,%13 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 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 6 WPOAMENDMENT#1 28.MAY.2021 7 WPO AMENDMENT #2 24.AUG.2022 8 MINOR SITE PLAN AMENDMENT #1 24.AUG.2022 9 MINOR SITE PLAN AMENDMENT #1 RESUB. 24.00T.2022 EXISTING CONDITIONS C2n0 \ ROCK ARMOR \ROCKARM�R \ \\ II \\\ II \\ \ \ IZI,' 1 1 1 ) I I I \ I I 1 I I 1 (3) TENNIS COURTS (36' x 18 J cwi -- I GRAVISL LANEI I I I II ro W I I I \ 1 \ TMP56A1-1-738 CHRISTOPHER L. & JACLYN M. SCOTT DB. 4929, PG. 177 ' \ \ 1 I I I I I 1 I; (; I: I I J/ I ZONED: R2 / \ 1 1 I I \ I I/ /' BLOCKRATAINING I J I I 1 wau 19'�w) / / \ 1 I \ t. 90 \ \ 1 \ 1 I I I I � •I:l�a�;l:a::. `� 1 ` \II I I .I:r.. �-to \ I x M\ y 1 1 I I N23031'56"W \ I I 1 I I ) 1 \ 00 MHS OP=670.43' I I I \ \ I I 1: � I' � C � � : � � \ \ \ \ I I I I I INV. 1N=662.9T 8"PVC (S) OOD BOARD W1 \ I I \ I � J I I I� I INV. lN=663.21'8'PVC (W) *NCE 1 I I I I I I 1 I ''h;I I: :: \ m I \ \ \ I I I / INV. OUT=662.78'8"PVC C) \ \ \ \ I I I I I I \ I 1 I x \ I I 1 I [\ \ J I MHS STEEP (MANAGED) I II \ I I i n I I \ \ \ 1 I I ' : J : ; : I TOP=670.62' 111 I I V. INV. IN=663.56'8"PVC I a I I) 1\ \ v �� INOUT=663.09' 8"PVC \ \ 1 1 \ I I I I \ \ \ 1 1 1 GRAVEL AREA I I I I I I 1 / I I � \ 1 \ 1 \I II I I I I I II `\ I I I II I II \` \ \` \I \\ \\1\\ 11 I v IW i I II w I x I I II i II I I II 11 I \\ II I I I I I \\ \ \\ \`r 1 �° ul \\ I \\ I I I I I I I I I I TMP 56-64E \ I I I I J \ \ \\ I 1\ a \ \ \ I I I I I I I I COUNTY SCHOOL BOARD OF ALBEML 104COUNTY, PG. 498 RG/NlA II \ \ \ I I I III I DB DB. 1098, PG. 703 \ I I \ \ \ \ \ ZONED: RA (RURAL AREAS) \ \ 1 I I TMP 56A 1-1-73B3 I 1 ELIZABETH B. PEDERSON OR O 1 \ \ \ 11\\ \ \ 1\ 1\ \ I Q J. JUSTIN TAYLOR I I 1 N DB. 1625, PG. 150 —\ \ \ I I I I I 1 I I I I 1 MHS / I f 1 1 \ I \\ 1 \ 1 1 I I I I I I I I 1 1 TOP=67762' II 1 1 \ ZONED.' R2 \ INV IN=670.82' 8" PVC / I I I I \ \ \\ \ \\ 1 1 \ \ I I I I ) I I \ i-------i I INV. OUT=670.54'8"PVC GOAL —\ \ \\ \1 I I \ 1\ / I xl / / APPROX TREE \ \ \ \ \ \ \ \\ \ \ \ Z \ I I I I \ EG / / / I I / ORIPL)NE(TYP.) \ /' / \ �� �' \ ` \\ 15"DEC \ \ \\ \ 1 Z oiL \ I I / �� I r 0i -- _ STLEEP SL PES I I I I / / �� — — _ _ _ / / 1 } 1 1/ / /\\ . —. — .-3' : ; :: \ \ (MANAG I I I / / I o \ \ I I SHED I I I \ 12"D9C \ \ \\ \ \\ \ I / E},-STEEP SLQPES GRAV\ \ \ \ \ \ 1 \ o \ \ (MANAGED) za \ / / / 6" DEC- _ _ - \ I BENCH \ J - - - - \ \ Zbs \ \ / \� \ \ \ \ \ \ \ 8" DEC \\ \ \ I \ I I \ \\ 1 N TMP 56-64 \ / / ROBERTS. & eE�EH / i / \� / / / MANAGED PES I \ \ \ \� \ \ \ \ \ \ \ \ \ \ 1 \ \ \ 1 \ Sv1.J' I /// i _ / MULCH (MANAGED) I MTL.�\ A� \ \ I I \\ \ 1 \ BLAIRR.ANDERSON \ I 12"DEL I ` / GAME / _ PLAYAREA - \; : ; : �\ I I I I I / I (SWINGS) \ 1 1\\ \ 1 OB, 1871, PG. 34 \ ; : I I —1 —7 _ \ \''. ( I F I I / I _ 1 �/ C\ I \\ \ / / / / \ ) I I✓ \\ MTL. II II I\ 1\ ` \ \ `\ `\ \ \ \ 1 \\ \ 1 \\ ZONED: RA (RURAL AREAS) } : ::: 1; :: \ / \\ / \ \ \ \ \ / I / / \ I 15" DE� BENCH \ \ \ I j./; . W 'QEC ! \ 15"DEC \ \ MULCH PLAY AREA \ \ . J. I I (RAMP) 4"DEC \ \ FEN \ I \ CH N-LI \ (SETW/SLIDES) (RAMP) :I::I \ 1 \ \ I I I \ \ I r— _ 1 I \ \ I I C I { SWM/BIO II \ \ \ \\ I PLASTIC // I . I : , : / I I r/C0=686,77' 1 \ \ \ EJORDER ' ( / I l / / I 71ico=sfiss4' 0 33 (w) ' i� / / / - -=.x J. i I I / 1 % \ \ �.. l\11 J I\ \ \ \\ \ b \ \ \ \ \ \\\ I � cn I 1 \ \ \ \ _ / gP PLAs7/c l \ i� \ \ \ \ \ 10"DEG', \ \ \ \\ \ \ ) Z \ — cc - - - / \ \ \ \ ASPHALT / / / BORDER / MULCH \ / \ / I \\ \ \ \ \ \ \ \ \ \\ \ Q - ��,,,,(( 0.33' (W) / \ \ \ \ \ \ \ \ l/ ASPHALT PLAYAREASTEEP SLOPES \\\ I \ (CRITICAL SLOPES) I I -\,< (✓-GYM) \ \ \ C\ \ \ \ \ \ \ \ \ \ \\ \ - - - 26 I I \ \ \ \ \ \ \ /BORDER I y\ \ \ \ \ \ \ -Szy't1ff(L� r\ .l• . (. l: I ) 1 ROCK. RMOR I - - 4=DEC I \ \ \ \ \ \ 10" DEC) _ - \ - - - cp` \ - / 12"RCP -.NIL 680.44' / \� 12�ReP- 1 1 \ I 1 1 ) ` \ \ \ . / ' / / _ IMV.= 680.44' FENCE _ _ \ \ — _ \ 1 \ \� \\ \ 20' SA Tt4RY SEWER EASEMENT \ \ \ \ \ \\ \\ \ 1 \ i:;:;I:;. I ) I \ I , _ _ __ _ ASPHALT %A \ \ \ _ —� �' =\\ SWK. _ ' \ FOR AL ARLE COUNTY �'/.1 1 / / I \ \ ' �\ \ \ \ / I —�_` _ / —\ PATH 1 \ \� \\ _ r/ / \ \ , — — 'CURB \ \ 8"1'\LASTICJ SERVIC AU�h)ORITY / , ' I \ 'OPEN' \ \ INV.= 68282= 1 E / /'i �\ /\ r _ — ` = `� \ \ j I \ \ OB. 976, PG. 96 I / , \ \ \ \ \ \ GPP. END \�s� \ \ \ \ \ \ \ \ I / / - 5" l \ \ \ \ NO UND / /�� / �.lMtfOUT= 682.02' - --__ � __"_ - IN CONC- - - _ _ - _- _- _ - - - l RAID - _ _ \ \ \ \ \ \ \ J I \ `�6- \ \\ \ \ \ m\ \ 1 \ I IN \c W I \ / \=/-/ / / PLANTER - _ _ - - CONC. RAM �I - - - ` \ \ \ \ \ \\\ \ \ \ \\ \ \ \ M S \ \ \ \ \ \ \ \ \ \ \ C1 \ \\\\ 111.11 �/ \ \ BB - p N ��4b'lq.' \ // / ' / / / - - SONG: STEPS \ - _ \ \ �_ Z \1hJ" ///// / ASPH. WALK / �- STREADS, ` - _ - _ \ \ \\ \\ \ \ \\ \ I \ \ \ \ I \\ \ \ \ I / p \ / / i 6 RISERS W/ RAIL 10, In — \ ) \ T IN-6.38• ,� \ \ O \ %i/�/� — — \ \ \\\\ \ \\ \\ \� / 1 \ \ \ �NV.1 UT=615'8"PVC \ \ \ \ \\ \\ \ lN•V. UT=66Z83' 8"PVC \ \ \ 1\ � \\\ / TOP-689.33' INV IN= 83.56' 15'':RGP (N9 I I II \ \ INV. IN=6 3.:40' 1?'°HOPE:(Wf INV. M=684:13'4":(LLD): INV. O -683:4p' 15"RCP: . , I ( J I I I / 6O / I / / SO INLET (GRATE) TOP=689.00' INV OUT=685.00'15"RCP ) \ / UGP/ AN M M M _ \ \ \\ \ \ \ MATCHLINE-SEESHEETC2.0 / / \ / - - ' ` �" DEC _ ` \ \ \ \ \ \ \ \ / C � 2 raeA\ ONC. t \ \ ` \ \ \ \ ` \ \ \ \ \ \ \ \\ / \ -CONE. STEPS CANOPY \ \ \ ` \ \ \ \ \ \ 6- \ \ \ \ Z Qs \ \ \ \ \ \ \ \ \ \ \ \ s \ CONE. ) ///.�/ i \ \ ��.\ \\ \\ \\ \ \ \ \\ \\ \\ \\� \ \�\ \\� \\\ \ \ \ \\ \\ \\ \ \\ \\\\� \\�! r \ TMP 56A1-1-73B2 )� - 692- - \ \ \ \ \ \ \ \ \ _ \ \ \ \ \ \ \ \ \ \ \ CONE. \ \ \ \ \ \ \ \ \ \ \ \ \ -- \ \ \ ST GEORGE PROPERTIES, LLC i CONE. WALL \ \ ` 18"DEE \ ` \ \ \ \ \ \ _ _ \ _WQOD PED. \ \ o \ \ \ \ \ \ \ \ / OB. 4967, PG. 722 \ ZONED.' R2 CONIC. WALL 3' W DOOR �tiC \ \ 3'(W)DOOR 1.3'(Wl FFE)693.45' \�\\ \ `\\ \\ \\\ \\\�\\\\ \\\�\\ \` \ \��\ \\. \\ \� 'Lbs \\\ \ `\\ \\ \\ \\\\�\.\\\\ \ ( �84b'N O 'CANOPY ' FFE=693.41' (THRESHOLD) ) / COLUMN (THRESHOLD) / ' \ ` ` ` ` \ \ \ \�- 6+ ` \ \ \ \ \\\\ \ \y\ \ I ( \ MHS / / �G 1.0'O TYP. � COLUMN � \ / \ \ T\ \ \ p\ \ \ MHS rD 0 \ \ \ I TOP-6 96' / ,\ G 1.0' 0 TYP. ` \ 25�y ` \ \ \ 6' \ \ ` \ \ \ cr1 \ \ �''S ` \ \ \ \ \ \ \ \ \ m TOP=676.13' / INV.673.74' PVC-LAT/ / 3' (W) DOOR ( 3, W \ \ O \ \ \ \ \ \ \ \ \%\\ \\ A \\ \ \ \ \ \ \ \\ \ \ I (BREEZEWAY) ( ) \ \ \ \ \ \ j \ \ \ 8"PVC /N \ \y \\ \ \ \ \ \ \ \\\ \ \ \ I \ INV. OUT=685'8"PVC INI. IN-673.44'8jPVC-rNW)/ DOOR \ \ `\ \ \ Y 3 \ \ \ INV-�67684' INV. OUT=665.63'8"PVC / — %NV. OUT=673.�0.8"PVC \ Q Z \ \ \ \ \ It �\ \ \ \ \ 2 \ \ \ \ \ I \ \ \ I � I I I I I I I SCALEI "=20' / \ 7 I r — ' ` \ \ \ \ \ \ \ \ I I I I \ \ \ \\ \ cp., \ \ \ \ I I I 0 I I I I \ 40 CONC. I \ \ \ \ I I I Ir I I I I I , / 5 3'(W)DOOR `\ \ \ \ � \ \ / 3' W DOOR wwAwr'' ,r' CONE. 1 I FFE 693.46' CONE. i �� I' �y FFE=693.45' / \ 3' (W) DOOR ` MEC4 \ \ \ ` \ \ \ \ \ \ I I ,'I` `P\ I I I I I I Q '\' I (THRESHOLD) //� \ 1PO�Pf�B5�.8-EC E'QETDP=69283' (THRESHOLD) FFE=68T) YARD\ )\ \ \ \\ \\ \ \ \ \ \\ II Its. II CDI I IIII \ N BOT=689.90' \ \ BSMT) V M 1) 0 VM DO Architects vmclo.com 434.296.5684 200 E Market Street 2000 Pennsylvania Ave NW Ste 7000 Charlottesville, VA 22902 Washington, DC 20006 .'00000 s 0 4' 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 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 E:yan D. Cichockl Lie. No. 53741 /o/?y/zz y,%13 Checked By Designed By Drawn By is 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 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 6 WPOAMENDMENT#1 28.MAY.2021 7 WPO AMENDMENT #2 24.AUG.2022 8 MINOR SITE PLAN AMENDMENT #1 24.AUG.2022 9 MINOR SITE PLAN AMENDMENT #1 RESUB. 24.00T.2022 EXISTING CONDITIONS C2ml '.. ... / I 'L,, / .1. ri .\.,. / -\ 'DEC \ MHD;: L I „ ii.< %' / _ /. / caNc. \` �\ \\ \` \\\` \` \\ \ \ \ \ \ \\ \\ \ a\ \\\\\ \ TOP-609.33' : I I I '. M'ANHOLE pP T0'BE RELO . \ _ P 6 CT BENCH / - \�LANTER \ ` \ ` \ , \ \ \ ` \ \ \ \ \� \ \\ 2 \ \ \ \ \ \ \\\ \ AQJUS�ED,P I'J,'..'.'. / � .' . -CONOSTEPS-- CANOPY \ \ \ \ \ \ \ \ \ b_ \ \ \ \ \ �\ \\ c INV. lN= 83.$6 95.*"1PGP N: ,: I I I ER'FINAL• / ,' �- �~ ` \ \ \ \ \ l ) . LIGHT POLE i AND LANQSC9PING - ssr - _ 2TREASS` p) \ \ \ \� \ \ \ \ \ \\ I . . . . . . . /, - /-/- ! . / - / 3R15ERS - (•ZY \ \ \ \ \ \ \ \ `\- , \ \ \ ` \ \ \ \ \ INV. 1N=6 ,.:40' 12`.'14DPE:(Wl .:: I I ... GRAI)ING_PCPN i /, .. / _ ` \ \ \ \ \ \ \ I \ \ \ \ \ \ \ \ \ \ \ \`' \ INV. N;6$4.13'47`.($LD):: / I I .. \'..'... / 1 ,-SAWCUT - \ \ \ \ \\ \ \\ \ \ \ \ \ �� \\ \ \ \ \ `\ \ \ \ \ \\\ INV. O fi83:40' 15'°RCP / / - -_ \ ` I - _ A, . '•:.� / II' ,.......,. \ / A / CONIC. \ \ ` \ \ \ \ \ \ \ \ \ Z_ ` ` \ \ \ \ / /il, I / / /. .. / / / i / - - \ \ \ \ \ \ \ \ \ \ OGE \ \ \� \ \, \ \ \ \ \\\ \ \ / .''.'.. •4REMOVEASPHAC, .��/,; I{/ \� - 00 ) \ \ \ \ \ \\ \ \ \\ RC \ 2 \ \ \ \ / / Il.'. ..'... / / ti . \ \ , \ \ N\ / , � ; ' . / / 3' (W) DOOR , % \ \ \ \ \ \ \ \ \ \ x \ \ \ ( 1 %. i .11. / / / 3' W DOOR / \ \ \ \ � \ \ \ \ \ \ \ , RIDGE, \ \ \ bs \ \ \ \ \ \ \ \ \ .'.\.'... ..-././ ' / ( ) FFE=693.45' \ \ \ \ \ - \ \ \ \ \ \ \ Y\ \ \ I (I I I .. i . , j - - /CANOPY ' FFE=693.41' �i \1-1 . ' i / . I - - fTYP) / COLUMN ) (THRESHOLD) \ \ \ \ \ \ \ \ \ ` \ \ \ \\ ` \�-` ` \ \� \ \ \ \\\ `\\ \ `\ \ \\�\�\\ 1/ HRESHOCD \ \ \I ..RELOCATE'. _-, II / / O 1.0'H TYR COLUMN \ \ \ \\ \ ( \ \ c¢, \ \ . �\ \ \ \ U\ �\\ I \ MHS . / .... MHS / Off\ \ \ \ \ \ \ \ /� \\"\ \ \ \ \ \ ZSy'' \ \ \ \ \ \ \ I I / . . . TOP=6 �96' / /\ O 1.0'O TYP. 25�' \ \ \ 6' \ y. \ \ cn \ \ S \ \ \ \ \ \ N TOP-676.13' LIGHT POLE I I \ ' / . . . � . . . / . . - , . INV. l-673.74' PVC -EAT/ / 3' (W) DOOR 3, (W) ` \ \ \ \ \ p \ \ \ \ \ \ \ \ �° \ A \\ \ \ \ \ \ \ \\ \ \ REMOVE PORTION I'. REMOVE CONCRETE ,pORTIO"F SANfTARY \ \ \ s"Pvc j J\ \\� \ \ \ \ \\ \ \ \ WV lN=ss5s5's"PVC OF 15" RCP I I . ' i /'. .. ' � .' NV 1N-673.44'8jP7U(NW) I DOOR \ \ \ \ \ \ \ \ \ INV- 76.84' \/ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ l { 1 \ INV. OUT=665.63'8"PVC . . . . . ,..,"�, ii /,.,. .0 ',/ .OUT=673.�O'8"PVC / WITHIN BREEZEWAY �, \ , \SEWER�INET�BE \ \ \ \ \ \ \ \\ \ \ \ \ \\ \ I I \ ..`., J '.'. L'.'. / O \ 12"DEC \ \ \ \ \ \ \ \ \ I I I I / .. '. LI \ I Zn \ \ RELOCATED (S E ARCH \ \ \ \ \ \ \ \V \ b \ \ \ \ I I I I I I I I I I / L'.'. _ ... / i ... I .. if.'.'.'.� rbs / t_ ` � \ \ ) \ \ \ � ) EXIST. CONIC. \ \\ \ \ s \ \ \ I 1 1 REMOVE SD INLET •/1.• ,' \/ \ PLANS) \ 1 / \ \ \ \ \ \ �\ I PAD I \ \ \\ � \ N \ 1 I 1 I I I I 1 1 \ I -� _/'- - � I!% / \ / MANHOLE TOP TO BE - _- \ \ \ \ \ \ EXIST. E UIPMENT TO I EMAIN Q \ \ \\ \ \ \ \ \ \ \\ \ 1 1 I I I \ SD INLET (GRATE) r _ %' •. • - REMOV y tt�� r�s�, / \ \( ® \\ \ \ AMD BE ROTECTED RURINO REMAIN \ \ \ \ \ \ \ \ \ \ -- \ \ \\ \ 11 I I II� I I 1 11 I1� I TOP=669.00' � / _ F /'I. CONCRETE /� ADJUSTED PER FINAL INV OUT=68500'15^RCP \ �' SIDEWALK / ' V fir' ( ) \ \ \ �� \ \ \ I I I I \ • GRADING PLAN I I / 1 \� / �. �. j • 1 1 i / 3' (W) DOOR /� % b 1 3' W DOOR \ \ \ \ \ I I I �/ \ 6\ \ \ I CONSTRUCTION \ a \ \ \ I I I I II UO' ' /• •/ •� r GRADING coNC. i II "�,, CONIC. FFE=693.45' / \ 3' (W) DOOR ` MEC� \ \ \ \ \ \ \ \ I I III I Q I , . ' . . - . \ / i lIk,. p.gQE� f aLWP=692.83' (THRESHOLD) 1 FFE=681.36' \ f \ \ \ \ \\ \ \ I 1 O �j I\ I I I I VI • .- /� 1�: • /' I (THRESHOLD) \� YARD \ \ \ \Iv1ATCH -1144 SEE ST ETC V� I I I l % / 689,89' BOT=689.9a' \ (BSMT) \ \ \yam, \ \ I .. �....../� f':': \ . roPBa' \ 6" D \ \ \ \ --- AOJUS,T,ELEC.'.', ...'..SPts.... eqr=sso. rxVNYLo _ REMOVE \\ \\\�\ \ \\ 11\I11 I ��I\\\\\\\ \\ \ REMOVE SIGN' ' b NLET(TYPJ '` \ } REMOVE/RELOCATE FFE=693.42'L1 \ WDDD \ \ \ \ \ \ \ \ q\ \\ \ \ \ \ \ \ / ..,• 6'W DBL. DOOR O (2)HVACON FFE=704.27'L2 \ \ STEPS&'AIL \ \ \ \ \ \ \ VAULT' LI.D. TO' O rOT-692.82' / _ HVAC &CONCRETE PADS \ STE�B \ \ \ \ � \ \ \ 6" DEr� � CONIC. PAD \ \ \ \ \ \ \ I \ �\ \ \ \ AND ISLAND II I / '. , VAULT - FINAL .'. ! .' � I FFE=693.44' rg \ _ \ B0T=690.50' /� I / . ..... r,F�AQE;. /.I 6'(W)OB�.DOOR I \\ InCRA/\� \ \\ \ \ I \ \ \\\ \\ \ REMOVE STAIRS \ \ \ ` \ \ \ \ \ \ 1 \ \ \ \ \ \ \ \ \ 11 1 `S . . . CONIC. C C. WALL \ \ \ \ I / I ............. . . / 3' W DOOR O O CONIC. FFE=693.43' (SEE ARCH PLANS) O(J 1 \ \ \ \ REMOVE CONCRE E 11 I 1;.' ........;/_ \ \ FF(E-)693.43' \ 0.69'(N-)\ \ \ \\ \ \ \ \ `\ \ \\ \\ \\ \\ \ . \ 26s \ \ I II `\ \\\ \ \ \ z I ,,,..`../ •', ,�. %.' 6'(WJ DBL. DOOR 3'(WJ DOOR EXT. REMO\%� \ \ 1 \ \ \ \\ \ \ 1 \ I \, CURB TY CONIC. _ \ \ I \ \ \ N ( ') '/ 11�.' UGP - (GROUND) 6'(W)DBL. DOOR (GROUND) FFE=693.43' RELOCATE t \ \ 1,\ \ \ \ \ \\� \\ \I 1 \ \\\\\\ \ /..'• / ADJUST INLET TOP PER FINAL GRADES PLANTER(TYP) \ % STAIR WALL \ I ' ' . . . • . t' , j SO INLET LEVEL 1 FFE=693.40' LEVEL i ELECTRIC BOX \ I \ \ \ \ \ \ \ \ \ \ \ `` I \ 1 \ \\\ \ \ I / '. . . . . . , . . . ./. © 1 V ONYLO TOP=691.85' BLD LINE BLD LINE - - - - - - - - ` \ \ \\ \ \\ \\ \ \ \\ \\ \ \ \\ \\ 11 I I \ \\\\\\a \ 6' (W) DBE. DOOR l \ / FFE=693.43' / \ \ \ 1 \ \\\ I \ I r[t I /, BACK -FLEW, , , ' . , • I /NV. OUT=68Z 30' 12" HOPE 6' (W) DBL. DOOR t - _ _ _ - - ` _ _ - - - - - \ \ \ \ \ \ \ \ \ \ \ .\ \\ 1 1 1 \ \ \ \\ \ I \\ / I I / '.PL£t,�C. , / PROTECT COOLING TOWER AND TRANSFORMER DURING CONSTRUCTION. COOLING FFE=693.43' 3'(w) DOOR (3yfD"DEC ` ` \ \ \ \ \ \ \I \� \ \\ i � N .- . • . Y' ' I _ ELEC/i COOLING _ - \ \ \ \ \ \ 6n \ 1 l _ \ \ \% FFE=693.62' \ \ \ \ \ _ \ �\\ APPROXIMATE LOC I \ / _ _ - _ TOWER ON TOWER TO BE REMOVED AND TURNED OVER TO OWNER ONCE GEOTHERMAL SYSTEM v A V\ V A \ \ v A v� b _ _ _ v \� AAVvt\4\ A FIBER OPTICS VAULT. I \ / ��/mil - _ - CONIC. PAD IS INSTALLED AND ONLINE. REFER TO ARCH/MEP PLANS FOR ADDITIONAL DETAILS. TMP 56-64E RELOCATE .REIIIIi! v • .. '..'.'. •I I'I. i,'t'.'.'. A 1v \I 1 A \ \V A \v A A VA V -\ s �v \ \ V� I I )�-- EX \ CONTRACTOR TO VERIFY - - - - APPROX. LOC FIRE AND DOMESTIC WATER LINES TO BE REMOVED AND REPLACED AS COUNTY SCHOOL BOARD OF DOWNSPOUT (SEE FENCE ... • , .... I A \ A I I I I 1 A �m� v \ V A IS� APPOO��,X L-EX-FI - - - -+ / .. . ' . \ \ \ m \ \ � \ \ SP (@&q�/�BA/�jLTS, / . <' • - I - _ _ _ � NECESSARY TO ALLOW FOR KITCHEN ADDITION CONSTRUCTION. CONTRACTOR SHALL ALBEMARLE COUNTY, VIRGINIA ARCH PLANS) / . • I 1 I 1 1 l I I \ N. z� \ \ \ y I I \ � BAC TER, I \ / .l I. 2 d i7i.• / O� I , ' _ � -1 .. I I I 1 I I \ \ I i \ [*1A"4 g? y ./() % - COORDINATE WITH SCHOOL TO ENSURE SERVICE IS MAINTAINED WHILE SCHOOL IS IN USE DB. 1044, PG. 498 1 I \ \ \ . o m\\ \ \ \ I \ y \ 1 / V ULT.§'. - ,4P)SReX/�pc�xeoM coNc. I I 1 I 1 l \ \ z o\ \ HYDRANT AND PIV PER / /'. •A Iy / / / 1 RELOCATE ROOF DRAIN. REFER TO ARCH/MEP PLANS DB. 1098, PG. 703 / • 1 \ ` \ \ \ 'z � r \ I�� \ 11 / . . . . / I / STAIRS . . . . \ \ \ PLAN f / / 6' (wJ OBE. DOOR /, a 1 1 1 I 1 1 \ \ \ \ \ �� I I \ \ _ -/ �. ZONED. RA RURAL AREAS wrRAa ... • w \ \ \ I 1 I I AP,A*%19W1 I / I /. •./ 5 . . / / / FFE=702.33' ( ) 1 \ .C>�... MULTI -LEVEL �> ,..'....... ......: .RE OVE A'. TB.......' I I \ \ \ \ \ \ \. \ \ / \ I I 1 \ EX CRa LE / I / I / / / \\ I REMOVE CONCRETE PAD MASONRY, BLOCK& FRAME G S 1 I \ \ \ \ \ \ \ \ \ i / . \ \ 1 CONTRACTOR I r / / I SCHOOL FACILITY I 1 1 I I I ` \ \ \ \ \ / \ \ \ \ I IN I D C.EXl3TIN REMOVE OIL TANK ANDASSOC.UTILITIES(SEENOTE) ' � A( ',', G I 1 I I \ \ \ \ \ \��\\\ // /\ \\\\ 1LOCATION l /UN �UELINE I I I 1 \ \ \ \ \ \ \ I \ / I / / \ \ \ \ \ \ \ 1 I 1 \ \ • % CROZET E S. .. 4 CONSTRUCTION. / r I 4.i7F / / _ REMOVE CONCRETE PAD (1407CROZETAVENUE) . , ,', .... . 11 1 I 11 I \ 1 \ \ I \ \ '/ / \ \ \ \ \ \ \ \ I 9� / 1 1 \ 6'(W)DBL. DOOR ASPHAT'. 1 \ \ 1 \ / / / \ \ I . / FFE=702.35' 6' (W) DBE. 6' (W) OBE. DOOR . \ . ( I \ \ I \ � / 1 \ \ \ \ / 1 i I .'/ _ ' f // I / DOOR FFE=704.32' \ 1 I 11 R�M VEI SIGN (2)I \ \ \ M I \ \ - 1 1\ \ \ ' \ \\ \\ \ 11 15'W/DTH UN ERGRO ND I / I ' ' / ' . • I I \ RELOCATE 6'(W)DBL. DOOR REMOVE CONC. • • .. ,'\gs9 ' ' 11 I 1 BAS TBALLI I 1 TO -11i . b \ \ I \ \ \ \ \ \ 1 UTILITYEASEMEN FORVIR /N� / I // % / ` UTILITIES \ CONIC. STEPS FFE-704.30' PORTION OF \ CONCRETE STAIRS • . ... ..\ , Q I I GbA S I I I \ lNV 1N=664.s3'8' V N) '� \\ 1 \ \ \\ \ 1 ELECTRIC WER COM NY I ( PINE 2 TREADS, . '\' / >' / ✓ RELOCATE ROOF 3RlsERs CONCRETE DEMO ONLY STAIRS21 • .. , \ I I 1 \ lNV ll\�=664.87' 8" t/\C \ l \ 1\ \ \ ' \ ' 1\ I \1 DB. 1101, P . 3f0 / OC OO CANOPY .' .'.'. I I I 1 \ - / II/ I /, / AEI . . . / . I. . \ . . . . I II,' \ \ \ ( I I / \'.'. DRAIN 1 \ ` \ CHOSEN ALTERNATE 3 IS \ ' EP ' / I 1 I II iPRmTEOT TREF�S Nv r-664.84 e \ \\\ \ I ) \ \ \ \ r 1 \\ I / / / II I .PO IO{d .I, . .' . • I I _ \� `� `� 3' (W) DOOR _ I I I I I I \I \ \ A R X.\IA\REAS 6 l S \ \ \ \\ \ \ \ \ P I . . . • . _ _ _ - - - FFE=693.55' - - _ l l - \ 1 II / 5 / I ERC/NE, .I DOOR \ - \`\ \ ` - - - - �� \ I I 1 I I 1 1 \� PLA W P _ / \ / / I I KET HE' $.4SED/ ,'I .'.I .'. - - _ - - - \ I III 11 / II I 1 I I . DNA SA,G/S;.... ,'I/.'.'J . %.. ,'.C.:. \ ` `\ \ ♦�� ` WALL - - _ r _ ` __ _ - - ` = I I \ 1 \ \ ` \ \ � ` `\ ` ` � 1.5'(w _ � REMOVE � \ \ / I I I I I 1 \ \\ � � � III \ \ \ \ `I \\ \\ \ EMOVE C NC ETE I I' \ \ coNc. . ` . ` ` \. ` ` . ` ) STAIRS _ - - _ - - \ \ \ SPORT COURT,tREMOVE �HPA- / 1 i i I \\ \\ \ \ \ \ \ 11 11 \ 1 \ \ \ \ I ,\ / I II I t RELOCATE (2) DUMPSTERS 1 - \ \ \ \ - coNc _ ` - - \ 6 / 1 I / . \ . \ / CONCRETE ` 1 SID LK& URB r,'.'.'.' \ REMOVE ` ` / SIDEWALK PROTECT EXISTING / 0- I II I \ I WALL \ ` \ ` / \ / ERSION REMO, E.'.'. • • \\ CONCRETE, / _\\ \\\` `\\\\` `\ ` `\ TREES TO REMAIN _ // / I I \ 1 1 \ \ \ ` ga I / , I I \ \ I \ 1 I \11 I / I I ... - - - _ _ _ IDEWALK I.- � I ` \ / / I l I I \ I SOP-6�796' 1 11 \ 1 \ \ \ \ \ ` \ ` \ \ \ `� / I \\ \ CONIC D/V '�\T \ \ 1 \ \ ryn-/ \ \ \ \ \ \ \ -Vr- \ \ \ / / / \ / / \ \\ 1 / S 1 1 I I01 I $1. -791 CONIC. `\ ` `\ \` `\ \ \ \ - - I a ; , ` \ . \ . \ \ \ - / / / I / \4 I \ I ��` \ \ \ \ TOP=698.05' I •I SWK gz \ \ ` \ ` REMOVE PORTION a b b �1 I- - � , ; :: N :, ' : : ; \ c 1 1 \ INV. IN=680.35' "�11C I ` ` ` ` \ ` / I \ '\:� I I I .', l ` I15"PI E - _ \ _ ` \ \ F\\ \, ; 'ENIWLE; �V\ \ ( I I I 1\ \ / \ \ \ I \ \ I I I I '. . . �`1Si PINE _ ` - _ \ \ \ \ OF CUR'P - . \\ I \\ r \ \ \ \\ \\ \ I 12" DEC 8"SEC 8"DEC \ \ ` \ \ ` \ \ ` � . . ti • ; . \ \ , l / \ \ \ \ INV. OUT=680. 'r>I"PVC h \ I I REMOVE/RELO ATE18" I III I I I \.'.'........... \\ CON�SWK `\\\\ \\ \ \ \\`\; \\`` \`\`\\`;\`\\\\\ \\\`\\\ \ \ \\ / \ :..N,1. `\`\ , \\ \\ I 1 / / I I \ I \ I I 1 //\ \ \ \ \\\\\ \ \ \ \ \ \ \ \ \ CURB \. I I 1 I \\ \ \ \ \ \ I WATkRLINE (AND ASSO IATED I I I I I I .. • v IACSA EAS MENT) I I \ EP '/ . \ \ / I I . \` I 'K"IOV \\ I I I I \ I I I 1 1 \ \ '\ \ I \ \ � '.SAWCUT ,'SAWCUT .. \\� `\ I\ / / I � \\ I I \ \ 1 \\\ \ \ \ \\ \ I I I I;dL4 . ..... 1' ..... I I / /' I I REMOVE C F2E . I I \ 1\ \ \\ \ \ \ SD CURB /NLIET W/GRA E / GU(�YP. 4. - _ ' ' /. \ \ \ \ \ \ \ \ \ \\ \\ \ \\ \\ \ \\ \ \\ I 1 TO=696.02' (F ) n l I - . / I �K . . \ \ `. \ \ \ \ \: S . ' \ IN .OUT=6.37'15„R II ,I , I '..REMQV.E'.':�'..\•.'. - - _ P .'.'..,., •, \ IkECyOY� �\ \ \ \ \ \ \ ,REMOVE CONCRETE IP b ROTE FLAGPO 1 ` O \ \\. \' % ' \ \ \ \ LE S�.T - - \ \\ \ \\ \I \\ \\ \ ���+/eya�[y� -'� / -� d b / iib�S pt7L/ q "I.. \."'S.'.. r\:';i \ \\ \ \ I I / / I I '. s !�g 8" q B„ �UGp _ -�uc - �WW - �L, 1_'-Sa(_ :F�\.;�iN \:,\ \ \ \ \ \\ \ \ \ e 3 \ 4" P \ \ I I / \ x / I / UGP-UGP _ i1 \ \ \ \ \ \ �/ CONIC. SWK \ - ' - - - I I ._ 1.5"RCP.-- ---- -- ---- - - - - - -- -- - - - - - - - - -�- - - - - -- \ --- - -- i:: :A >". \ \ \ \ \ \ \ \ \ \ \\ \ \ • 'T__._-,-_'- ---- -- - - - - - - - - - -- - - -CrURB - - - tCONL�SWK -' - - ` `' - .h,i-' :\.\:; \ \ \ \ \ \ \ \ \ 11 I I I I \� ?. REM E'.'.' \.. ..\.\. \ '\ '' \' REMOVEC�}NCRETE \ \ \ \ \ m \ \ \ 15""RCP.1 ... \ \ \\ \ \ \ \� \ \ \::\:�:�;:\: \ \ \ \ \ \ \ I I {. �a 1 1., y INLETTOP,.. y b :: REMOVI3 9" .., \ \ \ \ \ \ \ ADJU�� T INLE TOP I 1 7 1 '. ,'$ .. _ 1 „DEC ...I..: L\T:\':\�:\:\: \ \ \ \ FLIYMEANDDFtAINPIPE \ \ \ \ �, \ \ I I I - , L L\; ��N�� PER INAL I C'I''' \ \ \ '\'I \ \ \ \ \ \ \ \\ \ O \\ \ �\ \ \ \ \ I GRADINGPLANI - -- \:: \ \ \ \ \ \ \ \ \ \ I '.RELO ATE' D C.'...'.'.'.'...' �..\. \ \ \ \ \ \ \ LL .'4 ' . R.. /NLETLN/MHD \ :';'\: ` \ \ \ I II I I I .P WER. .10- SD'QUR9./&LET Wf MW4'.'.' h• .TOP=69&53'. ff IONS\ \ \ \ \ \ \ \ \ �cn \ \ I I I TOP=698;62' . ' . ' . , . . . . . . _ \ \ \ \ \ z I LINE.'. i. I a. . . .:. Ns68fi 58' 15"RCP. ' . .... •. \; \ \ \ \ST EP\y�LO S \ \ \ \ \ \ \ . I I I I I I �I4/. �/" rNv.'IN=691.92 >'$'(2CP.'.'. ..: I I 11NV.'OUT=891:87'fl5"IjCP.' P;6R6.$3'.15"I2CP' \L \ \ \ \ \ \ \ I z I / \ I / . . � . . . .. . . .: : \ rSYfAINAGF\O) \ \ \ \ 7'm I I AS.. L . .Z';\ \ ; I:: 1 I I I I 1 1 I \\ \` \\ \\ \`\ \\ \\ \\ \\ z I m I / /I :...� REMOVEA.... .'.' AT..I . ..'r 1 I I I I I \ \ \ \ \ \ /\ // I I .-/ .... ..'•1', . •`,�'.'.'.'. I I. I I I I I I I 1 \ \ \\ \ \\ \ \ ZI \\ I I I I I I/ al ....•....- \.. \ \ / \ i........... . - .. I I I I I \ \ \ \ I g I I t.' /:. '.'.I. ....'. I II I /� I I /. / .1 - / .\ ;: :! I I I I I I I \ \ \ \ \ \\ ` 1 / l I /• \ e/ 1:7 . 1 I I I 1 1 \ \\ \ \ \ \ \I II I I I \/_/_- \. "DE \\ \S -- . 1 ( / I ; I 11 I I III III I \\ \� \\ \\ \ \\ \ \I I I I I 1 .'.'.'.'.'.... 1 / I I/ I 11 I PROTECT \`\ \ \\\ \ \\ \ I I I � I ` RELOCATE C RB RE OVE EXI$ ING SHRUBS AS NE E- - RYT \ \ . . 0,0 ` CURB I I I �..'............. � � � \ \ RELOCATE I I \ I/ y REMOVE Q 1 I \ ` \ \ _ _ _ POWER LINE �_ � I r , / I I I I I \ TREES � ` \ \ \ \\ POWER LI Gp EC FO INSTALL PROPOSEIr, P Tv�NGS \ I I I I I RELOCATE uj [ UGP- ,'- - US" OEG - - uGP- `� - UG - - - - UGP- - = rdG 12_DEC U�OpICRETE UGP- ' I l I I I I I I \ \ \ \ \ \ \ \ \ \ \\ \ LIGHT POLE \ 12 DEC _- \ C T REMOVE SIDEWALK \ / CU \(IYP.) 12C j I/ I 1 1 I 4 I I \\ \\ \`_ �- I - 11T I I f / \ l CURB _ _ I - ..RE.- ... $IGN.'....../........ ........ .... !.... . .......... I i I 1 I I I \ 1 . .I . . , �.. .�. v . _fi4. I / I l I 1 I I `\ \ \ \ \ \ \ \ OP�N �O:ND\ I Cup TYP. I - - - - - .REMOVE Sp 4LL- -- SETBACK::. . I I l.. . . . .. ... . . . . ...'.'.'. ! ..... �.� 75,FROM \. .. // //REMOVE IGN \ 1 1. I I I \ \ \ \ I -Y - p \ .. CURB /' �-/ ' I 1 I I I I 1 \ \ \ \ \ \\ \ \ \\\\\\\ I m X i - I- - FQ, MOVE - � I CURB \ l REMOVE / REMOVE / I / / / / // / I 1 \ \ `\ \ \ \ \ \ ` \ \ \ � \ I I co IGNS a _ _ _ � \ _ SIGN I / / / \ \ \ I \ \ \ / 1 CONCRETE CURS I / / / / \ \ \ \ \ \ - 699_ _ - - - I / / TYW. / / / / I PFaOTE(Z\T TREES \ \ PROT�6�TREES \ \ o \ \ \ \ \ \ I , I - - _ \ - - - - I I I I _ _ _ r� I I 1 I - = W \ �� / r r�i / 7 ~ j I REMOVE CONCRETE / / ( I) I Ir / 1 I I I \ \ \ I � \ \� \ \ \ \ \ \ 11 I - III I - - Lr)�`____ ` - ------------ 751 --� / \ / I / I I I I \ \ , \\\ \Ig �� \\ ' 'cn _ _ - , y - HBO �- _75 / \ SIDEWALK & CURB / / I / I / I I I I \ (\ ` Irp \ \ I I I N - �� = - - - - REMOVE 18„per\ / / / I I I I 1 /I I 1, \ I \ \ / ) 03 1 \ � \ ` I - r I-_ _ --\�----------------�ONCRE�ECURB \ / - / / - _ / I ' / -/ / / / / \ I / 1C \�� ` I -I I ____----_--\\c \\'// \\ L' ' / � -_ \/ /- / // �I / / / // // / / /I i ' mI\ 11 p 763 ` _ / 1\ / \ / i \ / / 1 / � / / I � ' I SA.r' , 6„ "PIPE _ y0 - - _ _ _ _ - _ _ _ _ 20'WATERLINE EASEMENT ' ' / q DPP. END NOTFND_ - - �.� - I I I - - - _ - - - - _ \ _ / / / / / - - / ( - / / - - p / I / I \ INV-681.56' - I �'I _ I_ - - - - -' - - - - _ -� _ I \ FOR/4LBEWRLE COUNTY \ / / l - - \ / _ - - \_ - / / ihd' ( 6) Il �' / / \ 8"DIC / \ -- I I II I I I- I 0-\ - - j 1 \ _ \ �'ap _ _ _ _ / \ \ - SERVICE AUTHORITY \ m /' \_ - lI ' - - i I _ - _ - ' - i ='\ „ � Z - �6 EC / j / / / \ 8 DES / / / / _ - \ - , - - _T �, I I \ ` � DB. N6$ PG. 28 1 � / / - - ' -C\ _ 1 i / / ' ' \ / ' ' - - 1 . _ _ - - ' - I I jI / I - - / y °�7 � �qyq.��, '\ / / _ -J' ' - - _6-0910 / - �_ i AP�' TREE / - / - \ d - / _ _ I/ \ T - - p - - 1 1 6 J 1 I \ 6"D� - 6"DEC - / - i6 - �� L / - - _ _ - - ORIPLINE (TYP,) _ / _ - - - - _ _ _ _ I I I I I I _ I I 1 I / - - - i - _ - y--_- - - -- �_ '- � =_- _ .. - - _ _ -_ -_ J q \ �� 8"DEC I / _ -' - _- _ sir__- ___ ___ i ___ 9 _ MILL & OVERLAY I 1I I k�E I // 8„DEC 1 I // �rUFO� I >__®-S CMP _ / '- _ _ - - --_ ���' _ - - - - _ - - _ - _ - - _ - _ - 7- _ - - - _ '' - ' _ _- I I I II \1\ / \ 12"DEC - / - - - - - _ _ _ �- � � I I I - - - ♦ / iI I /-WV-(OUi)=694§1_ - _/ � �_ - --_ =.. - - - = _ _. _ _ _ _ _ - _ - _ _ _ _ _ - _ _ _ _ - _ _ - _ - \ I I I/ -- I /- i� d -/ 1\\ \ I I I / 1 I �s�__ - __---�- --__ I - _ --_\ - \ _ \ �685- - 1 APPROX. TREE I I / , I ¢ I I \ - - 1 ORIPLINE (TYP.) l !� _ l �� - _-- - - -�� \ \` ` \�-� \ - ".1 \ I / , I 15"'pMP / _ \ ` \ • I REMOVE ASPHALT m - VAR/ABLE WIDTH POLE LINE I INV. (IN) 698.0.- - _ -I I . I I I I - EASEMENT FOR VIRGIN/A o / - - - --- REMOVE AND AEP66CE ADA RAMP / - - ' ELECTRIC POWER COMPANY rr \ I I / / / // _ I ° I EXISTING SIGNAL POSirO>\EMAIN. \ , \ \ \ \ ` �, I \ \ I • I r \ I I I C9 - - '\ , / - O8. 1101, PG. 310 1 \ / I / / / .. _T- _ -- I j EP \ ` \ \ \ \ , � \� \ \ \ 1 . I '�/ I � � \ \ \ � � a, 1.,.! SAWCUT I I \I\`,�I -- - i ��- /' // / /--/� I \ \\ \\ \ � \ \ `Y \� I -\ ST\IPIN 1'f�1 / I I I /I I I6- \\ REMOVE EXISTING � - 1� - / / -Ir \ R OV1E \ \ \ \ \ � \ \ I _________ / I I I i I I I I I I I I / \ GATE - - - - % , , % - - - _ _ / - \ SAWCUT S IPING NECESSARY __--___-- _ - \ \ \ \ _ i - _/� - \ \ \ \ � \ \ \ \ -'� \ ED A _ M VE N I_ I - \ _ _� - - - - - ` STOP BA♦� \\\\\\ I II y__�... - _ , - _ _ - ----__ _- � HP , I OI - \ y_ - - - _- ---�___---/ `--_-_---- \' TO REMAIf� \ I- / --_I ___ �- _ \ RB _ I / , l 6HRB \ \ )_ \ I \ \ I 1 / -y' _ \ U • / OF \ 1 / / / _ _S -� � _ S EP \ \ 1 I / / --- - \ O I. �. ,.;. _ � _ _ _ -\ \ I / / __ _ OF 1 _ 1 _ \ I � \ \ i - _ 5140� - _ _ _ -__ ---_- -- \ 0 1 / I / I / I \ CONCI_ - / I- \/_\ ` \ - -- --- - \\ `\ \ /o / / / / / \/ 1 \ -UFO- /=� �Ot.1P� - - - - EP \ � 1 / _ I � � � - _ _ _ dH0 - - - - - - \ ` � \ \ I II / I I \ \ ® \ UFO ` / I � f f/ ON 1 \ -- _-�----------�=dH \ \ \\ TAVENUE \I \\ \ \ I/ /EP ` \ \ UFO_ - __ --/ '/ -t7NP- ---------- I.Il _ _ �, I ' - - - --SANS - - � - - dH° ROZE I I -/ \ _ OHP _ _ ROUTE 810 ^ I / / \ cuRB \ _t{Fo- 1-'---_-` �� 1 I '' f - - - � - \ STATE M / -- - - I ' /O - (VAR WIDTN / \ ` - _ _ UFO - -\ _ _ = r -/ / / I / � ONP LEGEND: (L GRAVEL dy0 \ DB. 1096 PG. 741 / I / EP I \ / \ O' i __\___- � \ / - ' OH ENTR. MHS / I / I / C&G - - �\ OF - _< _ _ <� - � - � I OO ' / ' EP / TOP=704.14' MILL &OVERLAY � H°_ / / - _ \ �UF�\--'�-`- _____� �.� , \ I I � I oHP�INV. 1N=692.25' \ � � / / � � - W - \ \ _ ` - - _ \ \REMOVE CONCRETE /INV. OUT=692. - � / d I I r � �� r I ,/ 11 1 I N I MH;::���� /� / / EP ' / ` 15" f� _ __- - - - - _ - \- 1 ) I I I 1=688.72' 11 ' - + - - I � � ` I / INV. IN=68526' 18"HOPE \ REMOVE CONCRETE - RJPINP''TO1 C&q ` I II lilt '� Zvi _ _ - I \ \ / r4 /�110HP 7 SO CURBINLET W/MHD INV. OUT=683.14'18"HDPE \ \ \ REPLACED AS / I z .d - - - - - - - _ - l I \ \ , _- / TOP=688.38' \ \ NECESSARY \ \ / - ° _ ` �� ' _ - - - ' t I 1 ` \ \ NOTES: (ADD ALTERNATE) / - / / - - - I � \ \ ` 1. PRIOR TO THE START OF DEMOLITION, CONTRACTOR SHALL VERIFY THE DEPTH AND LOCATION OF ALL UTILITY \ \ CONIC. SWK \ � \ / / � dHO= I // � n i I I OI Ia Il LINES THAT ARE TO BE REMOVED OR RELOCATED, ADJACENT TO EXISTING SCHOOL BUILDING. CONTRACTOR L _- -_- -_- - - - - - ; ' - _ _ _ d r ' I I I l SHALL COORDINATE WITH OWNER'S REPRESENTATIVE TO HAVE PRIVATE UTILITIES LOCATED. CONTRACTOR REMOVE ASPHALT \Ep a �,_� - - _ -A1LEZ _ \ ` ` _ , \ 1 1 / / I / OH / / / SHALL NOTIFY THE ENGINEER UPON DISCOVERY OF ANY DISCREPANCY BETWEEN FIELD CONDITIONS AND £$ aHN - - _ _ _ _ BD�r�cza/wF=w/sR�fT` ` \ - - , l - - 1 / di�D l I l CONSTRUCTION DOCUMENTS. C&G �_----- TII I -_� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - _ TgP�7or�83'7, /� \ \ - - - - - - I \ I / I I 2. CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT SCHOOL PROPERTY TO INCLUDE BUT IS NOT ® REMOVE GRAVEL / � - _ _ - - - - - - - - - 7Nb`. (iUk694.12' 15"•RCP \ - � / / _ _ _ _ _ _ _ _ - - _ _ _ _ _ _ _ = _ _ _ - - - - - - - \ � \ \\ \ ' I - - - - \ \ ' /' / / LIMITED TO SIGNAGE, BENCHES AND OTHER EQUIPMENT. ITEMS THAT CAN BE MOVED SHALL BE RETURNED TO CONIC. SWK -7 _ _ _ _ _ _ _ � _ _ _ \ ) ` \ \ \ \ \ I t i 11 MHD OWNERSHIP FOR STORAGE DURING CONSTRUCTION. - _ _ _ - - _ _ _ _ - _ \ 1 s� \ \ - , ` / T 1' 15"R77' MILL &OVERLAY - - - - - - - - - - - - - - - - - _ - - - 7-i9 � - - - _ _ - - - - � ' ` � o \ \ \ \ - - - _ _ _ _ _ - ' I INV. 1N=691.71' 15"RCP 3. ALL SIGNS THAT ARE TO BE REMOVED SHALL BE RETURNED TO OWNERSHIP. �_ _ - - - - - - - - - - -- - - - - - - -- - - � � _ _ _ _ - - - � \ \\ \ \\ \ I - / INV. OUT=691.62' 18"HDPE 4. ALL MISCELLANEOUS EQUIPMENT NOTED TO BE RELOCATED SHALL BE RETURNED TO THE OWNER. CONTRACTOR .-r<� -- - - - - - - - - - - - - - - - - - _ _ _ - - - - - _ I � - - - -- - - - o m \ - SHALL COORDINATE WITH OWNER ON FINAL LOCATION OF ALL NOTED EQUIPMENT. SCALE 1"=20' Syr _ _ _ - - _ - _ _ _ - _ - - - _ a o 1 �' REMOVE TREE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ a 5. PRIOR TO THE REMOVAL THE UNDERGROUND FUEL TANK AND ASSOCIATED UTILITIES, CONTRACTOR SHALL x _ - - - I _41 - - - STEEP SLOPES SD INLET (GRATE) PROVIDE A TEMPORARY ABOVE GROUND TANK FOR USE DURING THE WINTER MONTHS OF CONSTRUCTION. 0 2' 40' T _ - - zo9 - - 1 - _ _ - - h (MANAGED) TOP=700.09' UNDERGROUND TANK SHOULD BE REMOVED PRIOR TO THE START OF CONSTRUCTION OF THE KITCHEN lNV IN=694.04' 15"RCP ADDITION. CONTRACTOR SHALL FOLLOW ALL REGULATIONS ASSOCIATED WITH THE REMOVAL AND DISPOSAL OF ------- SAW CUT �s�, q 4 /NV. OUT=693.94' 15" RCP M THE UNDERGROUND FUEL TANK AND COORDINATE WITH ALL REGULATORY AGENCIES ACCORDINGLY. V)V\ 1) 0 VMDO Architects vmdo.com 434.296.5684 200 E Market Street 2000 Pennsylvania Ave I Ste 7000 Charlottesville, VA 22902 Washington, DC 20006 0000000 s 0 0 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • rbemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 Checked By Designed By Drawn By . D:)an D. Cfchodn Z Lie. No. 53741 ,� 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 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 6 WPOAMENDMENT#1 28.MAY.2021 7 WPO AMENDMENT #2 24.AUG.2022 8 MINOR SITE PLAN AMENDMENT #1 24.AUG.2022 9 MINOR SITE PLAN AMENDMENT #1 RESUB. 24.0CT.2022 DEMOLITION PLAN C2n2 1 \ ROCK I I \ \ I NOTES: ARMOR cons � \ \ I 1 \ \ I 1. PRIOR TO THE START OF DEMOLITION, CONTRACTOR SHALL VERIFY THE DEPTH AND LOCATION OF ALL UTILITY LINES THAT ARE TO BE REMOVED OR RELOCATED, ADJACENT TO EXISTING SCHOOL BUILDING. CONTRACTOR SHALL COORDINATE WITH OWNER'S \\\ I REPRESENTATIVE TO HAVE PRIVATE UTILITIES LOCATED. CONTRACTOR SHALL NOTIFY THE \ I i / £B OVN ENGINEER UPON DISCOVERY OF ANY DISCREPANCY BETWEEN FIELD CONDITIONS AND \ \ \ I CONSTRUCTION DOCUMENTS. 2. CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT SCHOOL PROPERTY TO INCLUDE BUT IS NOT LIMITED TO SIGNAGE, BENCHES AND OTHER EQUIPMENT. ITEMS THAT \ ` I, I I / / / CAN BE MOVED SHALL BE RETURNED TO OWNERSHIP FOR STORAGE DURING CONSTRUCTION. ROCKARiI \ \ 1 \ II \ I I I , / 3. ALL SIGNS THAT ARE TO BE REMOVED SHALL BE RETURNED TO OWNERSHIP. \ \ 1 I \ I I r SCALE V=20' 4. ALL MISCELLANEOUS EQUIPMENT NOTED TO BE RELOCATED SHALL BE RETURNED TO THE \ \ \ I \ \ \ 1 I I OWNER. CONTRACTOR SHALL COORDINATE WITH OWNER ON FINAL LOCATION OF ALL NOTED 0 20' 40' EQUIPMENT. \ \ \ I I \ \ I I 5. PRIOR TO THE REMOVAL THE UNDERGROUND FUEL TANK AND ASSOCIATED UTILITIES, CONTRACTOR SHALL PROVIDE A TEMPORARY ABOVE GROUND TANK FOR USE DURING THE I Pt� - - - - WINTER MONTHS OF CONSTRUCTION. UNDERGROUND TANK SHOULD BE REMOVED PRIOR TO / , \ \ \ 1 \ I I \ I I / THE START OF CONSTRUCTION OF THE KITCHEN ADDITION. CONTRACTOR SHALL FOLLOW ALL I / REGULATIONS ASSOCIATED WITH THE REMOVAL AND DISPOSAL OF THE UNDERGROUND FUEL I / / - - - _ �� \ \I 11 \\ \\ \, , I \\ II I I I / TANK AND COORDINATE WITH ALL REGULATORY AGENCIES ACCORDINGLY. x �J��]�J / I I I I I \ \ I I I \ \ / \, II � I I // � f , / // // 1, /// / /// ------ / Y� I I, I II I r l I I � � I \\ \\ II 11 1 \I II � II I I I // 1 / 1 // // � I // �///�/////// e � _►— � A II 1 I I 1 (3) TENNIS COURTS (36'x 18) \ I I I I uwi W I I\ I I I // I / // / I / izs' rr.<. w.. I GRAVY L LANEI I II 2 I I I \ \ I , I 1 I I 1 1 1 f I / /) / / I , / , / / / ' I' • u ..% * II I ImI 2 I11 \ 1 1 I— I s as I I I I I I I I I I 1 I I I I I I 1/ / / / \ / //// / •{�. I I I x IN , _ / 1 I /// / / •so-,: e... •. $ \ i BLOCKRATAINING �I I , DIVERSION STRUCTURE WALL 1.0' �IWJ / l , / / � NITS \ \ - - - - - REMOVE FENCE LEGEND: REMOVE CONCRETE REMOVE CONCRETE (ADD ALTERNATE) REMOVE ASPHALT REMOVE GRAVEL MILL & OVERLAY REMOVE TREE SAW CUT SEE SHEET C2.2 FOR EXISTING CONCRETE DIVERSION STRUCTURE. DETAIL PROVIDED FROM PLANS DATED 8/22/1988. EXISTING DIVERSION STRUCTURE I I' I \ No Scale fix— ems— I \ r.:. a: ' \ \ 1 \ \ k4:l,;:�4.1,j,�, ( I I �\\\ NNI \ \ I0 \ \ \ \ \ I I f / J MHS I �1 , \ I I I / TOP=670.43' T— \\ I \ WOOD BOARD 1 II I \\ I J I I I I I / INV. 1N=663.21'8"EVE (W) I 1 1 ''I:''I::;: m I 1 I \ I FLNCE I I I I I I \ I I. 1: \ I \ \\ \ I I I I INV. OUT=66278' 8"PVC 1 1 I: ::I:. C) \ \ \ I 1 I \\ x 1\ 1 11 I I I I 1 \ I �'[:;: MHS I I I I I 1 \ STEEPSLOPES (MANAGED) I \ \ \ I I I Co TOP=670.62' I I I 1: O + \ \ I I I INV OUT=663 09' PVC lNV OUT=663 09' 8"PVC I\ \ \\ I \ REMOVE MEN E I I I I < \ \ I I I I I 1 TMP 56-64E \ I I I I I \ \ \\ 1 \ \ \ \ \ I \ II I I I I I COUNTY SCHOOL BOARD OF \ I I I I I I 1 ALBEMARLE COUNTY, VIRGINIA \ I 1 1 1 ` \ \ \I \ \ DB. 1044, PG. 498 1 \\ I I I I I \ \\ 1\\ \ 1\ \I i1 % \ DB. 1098, PG. 703 I I I I \ I ZONED: RA (RURAL AREAS) \ I I I \ MHS TOP=67762' INV. IN=670.82' 8" PVC f------------- I INV. OUT=670.54'8"PVC I RELOCATE 1 I i GOAL ELECTRIC PANEL /1 PROTECT I -------------, \ \ ) I I I I I / ) I / EXISTING .T�REES TOAPPROX TREE 1 MAIN \ 1 \ZDRIPLINE / 6"qec Q m I IREMOVE FIE le � al \ I tt . .... \\ \\ ` I STIrEPSi P�S KE RELOCATE SHED. SEi , /l / —1 — — — — 8'x8' SHEETILI.O FUI1 NE REMOVE PLASTIC / \ / — _ \ _ _ _ — PROTECT E�CISYING \ \ \ \ \ \ \ /1 12"D�c - - - - , TREF-S �Q RE AIN \ \ \ \ M INAG I I / BORDER \ SHED LOCATION I \ /' . _ \ \ \ 1 \ \ I / ® (2P\ \ \ \ I (MA AGED) \ \ \ \ \ \ \ \ I 1 \ \ \ — — — —— --- -- — T -----� \ \ \ \ \ \ \ I b \\ I 1 I \\\\ \ 6"DEC — — — ( MTL. ✓ \ \ 26S \ \ \ \ \ \\ 8"DEC I ( MjL �d BEN C \ _ / / STEEP SLOPES \ \\ \ \ \ \ I \ 1 \ \ \ ,7. ...... I / i — _ I I I I j� / % BEAEH / / \� \ / // / MULCH (MANAGED) \ .M�TL./\ ` \ ACC \ /\ \ \ \ \ \ \ . \ • ' \ I I / ' ' GA6 E : . ' . ' _ PLAYAREA I — \ \ \ 1 \ 1 \ ` 1 _ \'( j / I \ _ . ' RAC SpC\ Jc \ (SWINGS) \ \ : ::\ I I I I ,\ /7 RELOCATE -'� / \ I 1 1 I 1 \ \ \ \ \ RELOCATE Mrz. 1 \ \ \ \ 1 \ 1 1 \ ♦?EMOb STf{VG � , BENCH \ \ BENCH 15"DEC NE BIOI ET NTI N F ACILIYY \�� j I MULCHPLAYAREA / ADJUST AME RAOIC \ / \ 1s"OFC \ \eE H \I I / Is" ) TO MATCH FINAII \ \ \ \ \ \ \ \ \ \ 1 I / 1 EC \\ I \ CH N-Ll \ I (SET W/SLIDES (RAMP) ' IFEN'C \ (RAM?J GRADE / RELOCATE EQUIPMENT \ \ I EQUIPMENT \ (SEE LANDSCAPE PLANS) \� I 1 I \ \ \ \ \ \ \ \ \ \\ \ \\ 1 \ (, I \ \ I PEasnc TO REMAIN / / \ . :I' I. :/:' I/ \) ,. I I SWM/8/O Co=sBs.rr' \ ... RELOCATE I I C0=686.54•It \\ \\ \ BORDER /�( ./.' f 1 l \ / 1 I 1 b I \ 0.3a'(.w) , Id,' . ' : '. • : l ,RELOCATE EQUIPM�NT \ �.. \ \ \ \ \ \ \ \ \ \ \ \\ \\ I \ .' •'.' ,' .' .' .'l .' •.''hP. ', .'.''.' :/'.''.:PLAsr�c:' .'.''.''.''.''..:... J �. \ \ 1o'DEc\ \ \ \ \ \ SEE LANDSCAPE PLANS \ \ I -RELOCATE ASPHALTSO DER REMOVE C.UL VERT'FIPF .. / ( )\ / \ \\ \ \ \ \ \ \ \ \\ IIII 0,33'(W). / MULCH STEEP SLOPES — I I :I; :O./ ( / f ¢ I I , \ \ \ \ BEDdIICH . ' .0 /' / ASPHALT , . . '• . I PLAYAREA (CRITICAL SLOPES) — : II: { ::/:: : 1 / fff / . 1.4 I I \ \ \ \ f / _ / './/. . ' . '/ '�%' . • . • . / / \ (✓-GYM) \TI \ \\ \\ \ \\ \ \\ \\ \\ .'1. l 4"DEC \/ \ ( \ \ _ \ \ \ \ REMOVE( J \ / - _ 12'RCP �� + \ l:: :l Q IiOCKfIRMOR. . I \ \ PLASTIC 10 DEC — — _ — �682— — — _ — 1 \ \ \ \ \ \ \ \ \ \ \ , \ REMOVE ROCKAR _R- — /': I 1 \ REMOO�E \ �- �'' / P - \ - JlJL 680.44= - / - 4 \ \ \ \\ \ \ \ \ \ \ \ \ \\\ I z t 'l ' l 1 / J SZ NS \ BORDER 5 I- , _ - _ RE OV�P STIC \ \ \ \ BIORETENTION FACT T1L _ \ I I C\' \ \ \ / / / _ \ _ \ \\ \ \ \ \ \ \ \ \ \ \ I com . ,•. 1 , \ \ \ ` `/ \ C.Hl�N \ \ \ \ \ 1 REMOVE \ \ \ l _ \ ' \ 1 \ \ \26 \\ \\ 20'SA RY SEWER EASEMENT \ \ \\ \\ \ \ \ \\\ \ \ \ INV 680.44' FENCE _ - 1 \ / / I \• \ ,.. EtJRB \ \ - / �/- ' MOVE \ , , ` _ ,, / \• \ _/CURH•. ••�'•., \ - \ —_`` ASPHALTI \ \ \ \ \ \ \ FOR AL ARLE COUNTY \ \ \ \\\ 1 q. / — \ \ \ 8"Y2LASTlC �. % FEN E " _ \ PATH \ \ \ \ \ j' SERVIC AUjMORITY \ \ \ x�f / I ...\.. \ /•'.,...,.•'OP \ \ lNV=682.02= 1 ///'ice\ / \ _— — _—���� �\ ��\' \ \ \ \ I \ \\DI976,PG.96 I.: I ./. \ \ \ \ I_OPP. END / /515"RCJP 4//TCJ \ \ I I \ N .'...'.�.... /\� \ ., ..... \\ \ \ N01F uND��� / p�.�lrotrour=ssz.o2 a _ \ \ , \ \ \ ` \\ \\ u 6"DEC I ..'......... (2EM0\%FSIG�VIA // 7�c�iZEMOVE�OR9rON V---------- \6. \\\\\�� `\ ('' \I \ \ \ \ \ \ \ \\ \ \ \ \\\, ,I� / �','.'..... /......' l AND ISLAND / / /----OF'15"RCP _ — _ _ _ — \ \\ \ \\�\ I I I\ Y \ \ \ \ \ \ Vn .... . . . ..\...... . . . . . . ... . . \ \ CONC- - - - - :':�:; :;. I .•.I', \. _ , PLANTER - \ \ \ \ \ \ I \ \ \ \ \ \ \ / N L . • ', .... .... �. ....y., ..... / „ ' > N. �ONC'STEPS - I . . . . . . . . . \ /'i SPH. WALK i \ - \ \ \ 1 \ \ \ T` / REMOVE CONCRETE \ \ \ \ \ ....... .._ �� / / i- s TREADs, - STEPS -AND RAMPS \ \ \ \ \ , \ \ (NV IN-668.15'8"PVC \ \ / /, 6 RISERS W/ RAIL M \ \ \ \ \ \ I \ \ \ \ �/ � � � \ � \ \ \\ \ \ \ \\ \ \ \ \ � / 1 \ � \ \ V. UT=66783' 8"PVC \ \ \ \\ \ \ ;\\\\\ .RELOCATE: / / I I ',....... �...... � �, ..... � • :. ...... � � _ ` \ / I !' ' I S0 — — \ _ \ \ \ \ \ \ \ \ `\ \\ \ \ \ MATCH INE - SEE SHEET2.0 .'�'M. '. M. ���1� ���-t�� �������t� ������ �� ����� �� ���� \�i� ��Is IS IS IS ISIs� / ) I ...../\ � \ DEC \\ \ \ \ \ \ \ \ \ \ \ \ \ \\\\( MHD :: , I %. CONIC \ \ \ \ \ \ \ \ \ \ \ \ a \ TOP-68A33': , I I MANHOLE q.PTO'BE ' -RECO I i�i.'.'.'. \ l PROTECT BENCH / , -CONIC. STEPS CANOPY lNV lN= 83.56'95'':RGF(Ny I ER'FINAL• ',l LIGHT' Ip POLE / r'. i AND LANDSCAPING , 69r 2TREASS , INV. 1N=6 3.:40' 11"H©FE:iw% I I GRAQING_RLAN _ Q, i i.....-� '. \ WC17� \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ INV. M=6$4;13'4":(BLD): ...... -•\'. /' . i /-SAWCUT INV. I , , , _• i \ r I CONIC.CONIC. I /' /. • 11. • �' \ 18" DE6 \ \ \ \ \ \ \ WOOD PED. o / .�REMOVEASPHAC,'. i'/'.'.II %.'.'... / /' �' coV �\ \ \\ \ \\ \\\ \\ \\ \\ ��\ \ T2EIvL(�V�E \ \ \� %\\ \ \ . . . /' / I I .% . �' — / / ' 3' (W) DOOR F E= DOOR C \ \ \ \ \ \ l .....�..'.'.'.'. �. •. �. •���•'. .' '. ..�.i. .'.I / FFE=693.45' \ \ \ \ \ \ � \ / FFE=693.41' \ \ \ u� \ \ _ _ _ ) COLUMN (THRESHOLD) \ \ \ \ \ \ \ \ \ �� \ \ \ \ IN. \ \ \\y\ \ I \ ) I CANOPY (THRESHOLD) \ \ \ \ \ \ \ \ \\ \ \ � \ \ \ � I I . . . . . . . .•.,, ili . MHS / TYP/ \ \ \ \ \ \ \ \ \ \ �\ -rr\ \ \ \ \ v\ \ \ I MHS / G O'DTYP. COLUMN \ \ 0� \ \ \ \ \ \ \ \ \ \ \ \ \ Mn \ \ 2sy \ \ \ \ \ \ \ I I 1 /i TOP-s ss' / /\ G 1.0'.B TYP. \ \ \ \ 6' \ \ \ \ \ 6 \ \ � \ \ I m TOP=676.13 LIGHT POLE ,'..' 3'(W)DOOR REMOVE PORTION I',',.'�• ...�. NVs73.74 PVC-LAT/ / 3' w \ \p \ \ \ \ \ \ \ \ \ _ \ \ \ \ \ \ \ \ \ \ I \ \ /° \ \ \ \ \ INV. 1N=665.85'8"PVC / .' �• lNV 1N-673.44'8"PHC NW / REMOVE CONCRETE (I ` \ PORTIO"F SANITARY \ \ �' � � 8"PVCsf/'\� �\ � \ \ \ \ \ \ I OF 15" RCP 2. / 7 ) DOOR \ \ \ \ \, I \ \ INV- 76.84' \ \ \ Il I I \ INV. OUT=665.63'8"PVC I ."`,•.'•'•/ VV.OUT-673.�0'8"PVC / WITHIN BREEZEWAY oa \ ) \SEWER�INET�BE RELOCATED (S E ARCH \ \ 12'1c REMOVE SD INLETPAD \PLAN$ \ \ \ EXIST. CONIC. \ \ \ I I I / L'.'... .-�• /.. \I \ \ ) 1 h �' a - -� •< _ ' ' REMOV ' \ / MANHOLE TOP TO BE _ • \ \ \ \ \ \ EXIST. E UIPMEMT TO I EMAIN REMAIN \ \ \ \ \ cp,. \ \ 1 I I III 1 I I \ SD INLET(GRATE) !, /Y A ADJUSTED PER FINAL \ \ A DBE ROTECTED f11URING \ \ \ \ \ \ \ I TOP=689.00' — �� / I• CONCRETE , . I I / < ® \ \ M T / i GRADING PLAN b XNC 3' W DOOR \ \ \ \ \ ® CONSTRUCTION \ \ \ `\\ \ \y \ \ I I I I I INV. OUT=68500' 15" RCP l SFDEWALK / 3' (W) DOOR V ( ) \ \ \ \ '� `� \ \ \ 1 I I I I \ I 1 1 ... ;.%.U.G ' /. . '/ . • . / ( i'\ FFE=693.45' \ 3'(WI DO \\ IIZ FFE=693.46' CONIC. i / 1/ ` MEC\ POP�BS@.B�E� 'QEmP=69283' (THRESHOLD) FFE=681.36' (THRESHOLD) / / ( YARD 689.89' SOT=68990' BsrwT.) V h\ 1) 0 VM DO Architects vmdo.com 434.296.5684 200 E Market Street 2000 Pennsylvania Ave NW Ste 7000 Charlottesville, VA 22902 Washington, DC 20006 0000 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. rbemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 Checked By Designed By Drawn By E:1an D. Cichodn Z Lie. No. 53741 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 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 6 WPOAMENDMENT#1 28.MAY.2021 7 WPO AMENDMENT #2 24.AUG.2022 8 MINOR SITE PLAN AMENDMENT #1 24.AUG.2022 9 MINOR SITE PLAN AMENDMENT #1 RESUB. 24.00T.2022 DEMOLITION PLAN C23 �>✓ 7 \ 12 6'I CON / CRF�E RISERS COCaNC \ dJ d WITH'HANDRAILS °4' CA BY PER \ \ L6S \ \ \ \ Q • a • WIT" ILS / / \CONCRETE\ \ I ,..d a ^ CONC. / P . � d • � R11�M $��,33 ACCESSIBLE ) ANDRA fLG 7 (5' T �SITIOf� ' 4" WIDE YEL IOW ° / TO CG- N EITHFfR / CONC. 1 3' C.(W WALL ISTRIPE P.) WHITE SIDE) / A / s'(w) c o8"DEc I I STRIPE (TYP.) ' / / CONE 1.3WALL] WJ 3'(W)DOOR GEOTHER AL LLSUPP AND 10 y " % CANOPY 3'(W)DooR I (THRESHOLD) \ SANITARY \ RETU N SERVICEKLINESI (THRESHOLD) rHREs o D) . (TYP) COLUMN (rHREsr1oLD) \ \ cL\ \ \ ♦ i i �G. 1. 0'0 TYP. COLUMN / T � SEWER U MHS (11) 4" GS/GR (GE THERMAL) PIPES ♦ s 0 o'S rYP. „ \ \ \ N ♦ sssss G M \ CONNECTION \ TOP=676.13' 48" MINIMUM COVER SEE SHEE+,M800.I D ! • 0. 3'(w)DooR I ( y INV. 1N=673.74' PVC-LAT 3'(W) I ��p��, \ NV 1N=665858"PVC INV. IN-673.44'8" PVC (NW) ADJUST CONE SECTION DOOR fvL�' \ \ \ \ INV OUT=665. 63'8"PVC �'T 18, C9 io' INV OUT=673.20'8"PVC O \ \ SEE VAULT DETAI ON SHEET'M802.I 9' 9 a / \4 OF MANHOLE TOP TO o2 \ 12"DEC a bS MOVE LID INTO THE r. PROPOSED L UG�--- ° • '/:' CONCRETE SIDEWALK .• \ \ \ \ / P tI /: ADJUST CONE SECCT40N ENCLOSED OF MANHOLE TOP TO V VESTIBULE \ \ \ \ MOVE LID OUTSIDE OF q 3'(w)DooR ® ® ® GATE 5, 1 . THE PAVED AREA 3' ( ) DOORVJ CONC. FFE=693.45' 3' W D OR \ Z R40' , FFE=693.46' CONC. CH. N 6" DEC 6" D C (THRESHOLD) FFE=681.36' 'I I ' : (PG12; (THRESHOLD) (BSMT.) \ p \ MATCHLIN SEE SI EET C, TEMP. ABOVE GROUND OI WOOD SCREEN WALL \ \ APPROX LOC. TEMP FUEL OIL LINE . RUN LINE47 S A E d a 6"DEC / °;• , TANK WITH CONTAINME 6 FT HEIGHT \ \ \ l \ GROUND (WITH PROTECTION) AND M E CONNECTIO 11 %' E`lEG.' : p ; ' (SEE NOTE #1) FFE=693.42'L1 1O \ \ EXISTING BURIED LINES OUTSIDE BOIL ING. CONTRACT a•d; 6'(W)DBL. DOOR O S, J FFE-704.27'L2 \ \ \ SHALL VERIFY LOCATION F EXISTING LIN °d ° V_ -¢¢9 .44' 6"DEC R40' I I 6 •. d" ,4 (2) 6" S1 R (GEOTHER AL) P PING CONNECTION MECH A . SEE SHF�CM800. O O 6'(W)DBL. DOOR \ \ AD UST GATE CONC. FFE=693.43' ADJUST VAULTS, / . 3'(W)DOOR ALVE PER FFE=693.43' SANITARY Z BACK -FLOW PREVENTER, GRA ING PLAN m I / s'(w)DBL. DOOR 3'(W)DOOR \ \ Q CONC. (GROUND) FFE-693.43' \\ \ \ \ HYDRANT AND PIV PER / / UGP APPROX. LOCATION OF EXIST. FIRE LINE CONNECTIOI�ROUND) PLANTER (TYP) s (w) DBL. DOOR © SEWER m / LEVEL i FFE=693.40' LEVEL 1 SERVICE FINAL GRADING PLAN ° / ( CONTRACTOR PROTECT DURING CONSTRUCTION BLDLINE BID LINE STAGE ASSEMBLY AREA PROPOSED 1 \\ \ \ \ \ \ 6EE 693.43' ( ) MOVEMENT \ \ \ \ PROPOSED GENERATOR TO BE INSTALLED AFTER FFE=ss3.43' TURN DOWN SLAB V1 BACK -FL W I 6' (W) DBL. DOOR i P / REMOVAL OF COOLING TOWER. FFE=ss3.43' 3' (W) DOOR „ ELE ADDITION ADD -ALTERNATE 1. \\ \ \ APPROXIMATE LOC N //T I 20 FT WIDE OVERHEAD SEE SHEET C9.0 \ b61 EX FIBER OPTICS VAULT { ��/J- IMP 56-64E I _p / � / CONTRACTOR TO PROTECT CLEANOUT AND ASSOCIATED UTILITY LINE SECTIONAL "GARAGE" DOOR CONTRACTOR TO VERIFY x 24' / COUNTY SCHOOL BOARD OF 2 6" RISERS 8 / t EXISTING CROZET O I\ m \ \ s LOCATION PRIOR TO / / " APPPROX. LOCATION OF 1q" PVC DOMESTIC WATERLINE. ALBEMARLE COUNTY, VIRGIN/A \ z i CONSTRUCTION. 5 /(2) Wr JOQ ELEMENTARY WITH CENTER HANDRAIL � CONTRACTOR TO FIELD VERIFY PRIOR TO CONSTRUCTION. DB. 1044, PG. 498 / V VAUL ' .° RELOCATE AND PROTECT WATERLINE ACCORDINGLY. SCHOOL BUILDING DB. 1098, PG. 703 • n - 1p° '+ 7� / / PROPOSED 6'(W) DBL. DOOR ZONED: RA RURAL AREAS (2) 6" RISERS WITH CENTER HANDRAIL \ \ APPROXIMATELOC / / e FFE-702.33' MULTI -LEVEL LANDSCAPE RETAINING WALL (TYP.) LANDSCAPE RETAINING WALL (TYP.) \ \ EXCOMM LINE. / KITCHEN - - I / APPROX. LOC PER ELECTRICAL PLAN. MASONRY, BLOCK & FRAivic (2 FT HEIGHT) � _ _ (2 FT HEIGHT) CONTRACTOR TO VERIFY ADDITION REFER TO ELEC. SITE PLAN FOR ROUTING, SCHOOL FACILITY 6 I I \ \ LOCATION PRIOR TO / ' ADD -ALTERNATE 3. SEE SHEET C9.1 STORY STEPS °'GOURTYARD (8) 7" RISERS WITH \ \ / SIZES QUANTITIES AND SECTIONS CROZETE.S. �P" -- CENTER HANDRAIL CONSTRUCTION. / _ - d (1407CROZETAVENUE) (ASSEMBLY AREA) "NO PARKING ANY / `� _ .i / 6'(W) DBL. DOOR RISERSWITHd CONCRETE ACCESSIBLE \ TIME" SIGN / �T d FFE=702.35' 6'O�N) DBL. 7 B3.2DOOR CENTER HANDRAIL ° 1 i d r, RAMP WITH HANDRAILS CURB ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® BLACK OMEGA FENCE ,� MH \ 15'WIDTH UNDERGROUND / 6'(W) DBL DOOR CAST IN PLACE CONCRETE ro =678. 66\ \ \ RAMP WITH GATE (5FT TALL) r UTILITYEASEMEN)FORVIRGIN / / LOADING DOCK (SEE ARCH. NS) ; . `FFE=7o4.30' ;•ALL °' ° PROPOSED INV. 1N=664.93' 8' VC (N) OUTFALL #2 RM DA "B" \ ELECTRIC POWER COMP NY i 1 G a. 310 / I / R5 ` •° (6) 6" RISERS WITH HANDRAI • CANOPY ' RETAINING (4 FT H IGH(TYP) °- ' I IN 1 OUT=664.8 VC VC / f a- - CLASSROOM I INV OUT=664.84' "PVC e - tV ) CONTRACTOR T U) GREASE TRAP, SEE MEP PLAN y ' e a .. (SEE NOTE - \ ADDITION I I AP ROX. AREAS OF \ PROVIDETEMPORfRY Po ION OF F(W)DBL .ADD-ALTERNA 4. $'' a 3I', $� 3'(W)DOOR J. I RE PLANTED WHIPS OVERHEAD FIBER 5P / ( W ,RUNE DOOR SEE SHEET C .1 M FLAGPOLE • - - - - - ' BLACK OMEGA FENCE I \ / / KETCH, BASED 6' a "' p' < ,u ° ° ° •.n • ° . ADA RAMP WITH HANDRAILS OPTICS LINEiSURING/ I ON CSAGIS J OUTDOOR SITTING AR ° ' ° I CONS RUCTIODf / I d s O 14 " " ° WITH GATE (5FT TALL) ' °• d °• ., °°' ° < ,� CAST IN PLACE CONCRETE PI SEAT WALL W/ BA ING CURB RAMP d SEAT WALL ° I \ CROSSW LK TRI NG • (4) 6" RISE �" RETAINING WALL (TYP.) I \ P.) SEE ARCH. PLAN "° ; r • .'.8 TYP. d. ' 20' 3 FT HEIGHT)I \ 1 ° ° ° ...d d (TYP.) WITH HAND I n �s (3) 6' X F DU PS RS� d ' �' . < , (3) 6" RISERS 3 '�- 6 (SEE NOTE 5) I \ U .• a 3 6" RISER 3 TOP=698 05' WEN LOS E' `, , ° .' O ° • • WITH HANDRAILS ' �,' �,bb b b , e ° a " 7 VDOT HR-1 \ I INV 1N=680.35'8"PVC WITH HANDRAIL • •• CURB RAMP d6'F1ARKI�IIRE LbSIGN 5.85' 5' I \ I e ° " I _ 15 PARKING FIRE I INV OUT=680.25' 8"PVC J . I I I 12 R3' LANE" SIGN °' I .' =28' e(IZS • e° 5.8I4 I I • q� .$'e ' , GONC jWl . CG-12 d I I 13 •, ' • CURB 1' . ° e 1 . ° ° z I . d • d G-2 CG-12 e,eee EP BIKE RACKS _ I i N I CURB RS' "NO PARKING --_--_ �8) BOLLARDS FLUSH CURB "NO PARKING 7 / I I RAMP ? CROSSWALK DETECTABLE WARNING STRIP CROSSWALK (2x) I LOOP FIRE LANE" SIGN STRIPING TYP. �� REMOVE FLAG�LE- FIRE LANE" SIGN STRIPING (TYP.) ._18 BIKES 7 6" ISERS L / D 7 I S G( ) O I _ "N PARKIN ANY - CURBS PROD NOT TO 4 ADA PARKING SI S / I G _ -w O SEE SHEET C1.4 _ w - BE PLACED ON TOP OF ®- � - - - � -� - - -- w - � WITH DRAILS TIME" SIGN o d 4 PAINTED YELLO - - - I I O� EXIST. CURB EXIST. FLAG POLE 6' \ I .. FIRE LANE CUR = WATE MAIN I � = PAINTED YELLOW I RETAINiN ALL WITH I \ \ \ OLLARDS R15' PARK FIR LA CURB ° SAFETY RAIL. E I \ \ _ (2) ADA PARKING q q E NE RB _ b 8 uG q s„ SIGN CG-12 4"_ 2 CG=12 - - 3 t ' �6 _ �n Sn r R26' STRUCTURAL D WINGS. CG 1 UGP G k" UGP UG g •e I (9 uGP - (3.5 FT HEIGHT) I \ R LOCATE 8" WATERLINE I U / UGP - ° 6„ s„ 0' \ \ C9 CONC. SWK 5' CG-1 ",4' S' CONC. SWK I z 20' A�SA WATERLINE I d CG 2 G-2 --- --- ----- --- -- -- .',.. � ' °°e e '. •; °' CURB Q - - --- - • °. m I EASEMENT --- - - -- D - ---- - - --- ------ --- ---- -- -- -- �. ---- --- --- --*--- -- -- - --- --- ---- 1 r 12" ' \ \ ♦HAND HLE. STUB UP FUTURE I N PAINTED YELLOW 10; I EV HARGING CONDUITS. U FIRE LA ECU 24' I' < .' . .' . 12"DEC BUILDING \ \ OVERHANG \\ \ I I I I R4' R4' F11' 8'- CG-2 R5' 8'-I-8' 8'�i� 9'�I zSPACES) EXIST. CURB \ I I Ii EXIST. CURB STOP SIGN AND R5' \ RESTRIPE EXISTING (6) CONC. WHEEL 5' 5' 5' RESTRIPE EXISTING II I U U STOP BAR- - PARKING SPACES -STOPS - I - - - - - - - - - - PARKING SPACES - - - - srEEPSLOPEs \ A - - - (MANAGED) m \ I I AINTED YELLOW 6 CONC. WHEEL 4" WIDE WHITE \ mz z I a RELOCATE POWER ( ) I N REL CAT, IRE LANE CURB LINE AND TIE IN LIGHT 5 SPACES) I STOPS STRIPE (TYP.) SPACES) STOP SIGN AND R5' \ o I I ) S A s) PAINTED YELLOW z I POW LINE 3 STOP BAR I I I I a 91 R3 IST. CURB FIRE LANE CURB 60' . • .` I "NO GAR TRAFFIC I P.) 4" WIDE WHI E I I I \ \ I I STRIPE, 2' L NG, RELOCATE POWER 1 N ° ° FIRELANE"I BETV1(EEN TIE HOURS OF I I 8 10' SPACE I I 5 LINE AND TIE IN LIGH � PAINTE YELLOW U j 30AM - 8'3UAM AND 1 e, 24' o POTENTIA NEW POLE SERVICE FIRE NECURB I d 2 OOP 3 OOPIM MONDAY - I 5' I : "� I I - 4" WIDE WHITE II 5�0� N CURB 4" WIDE WHITE F IDAY" SIGN.' I .'. '..'. a - - - cuRe L� O 26' _ , ICONTF ACTO TO SUBMIT' UBMIT I I P C7 PIPE P. GP (TYPO STIR P. {g'' \ ROOF.vF SIG THROUGH=UGPU ... ... .. _ i UBMITAL PR CESS FOR I APPROVAL. ......... . 'CG'2 I I I .. a w I 1 '• T $ I ... 13 I .. ..4". pE I.E...' 1.. .. R14' .... - . .. O ....... .......... x '..'.' '...... '............. STR PE,'2" LONG, .'.;..;.'.'.'.'.;..''..... '.'.'.... .'.'.... '.'.'.'.'.' '.'.'.'.'.' - I INO PA KING ANY CG-2 .'.."..... ... I .. 10' PACE'.'.. .. D \ I I 1IME" SIGN w R10 R5, R10' R3' CG-2 R5' V ° `a. CONCRETE ORETENTION V.I I I I I TYP - -'. SIDEWALK FACICITYA \. I I U 4" WIDE WHITE (TYP.) \ I STRIPING (TYP.) - _0 24' - - - - - - - g' I I I U �� � STOP SIGN AND TYP:. J� II .91 N I i I m R5' 9' STOP BAR - II- I(TYP.) R31 R20' R2 R2' R20' R5 P R56' EMERGENCY ACCESS I I 0- I R10' CG-2 156 LF o I I I I = o \ F O'. T.$E7 . CK' .' R10' .. ..,' d 20 - \ I I R74' 0 13... ..Z. 18.. ... 1$'.'..'..'...'...'..'.'. I y O v J REINFORCED TURF GRASSPAVE2 O I I I N \ SIGN CONTECH URBANGREEN ( STIC PAVERS) \ C ' .°•'... �.. 6' •.. o m I I I I I () WIDE WHITE . d a i' A• e 6 1 OUTFALL #1 (VRRM DA "A") � I 2 FIX�DJ30LLARDS ,:° ., G_ e.: ;, � ° � �F z I I CG WITH D-RIN(9� 7\ TRIPE (TYP.) zo' WATER( NE EASEMENT \ I I A FOR ALBEMARLE COUNTY R25 °,� GP I I 1 DEC / I \ SERVICE AUTHORITY n, I PAINTE ELLOW FIRE LANE CURB UFO / 6"DEC / 8"DEC DB. 1163, PG. 28 0 ` . ° \ 6" DEC \ \o PAINTED Y LLOW FIRE LANE CURB i� 4" WIDE W E g' • / _ I I I U \ ( o STRIPE OF 4" WIDE WHITE �APPROX. TREE - I I I b I PAVEMENT 12' d a'. STRIPE (TYP.) ORIPLINE (TYP.) _ I I I I 1 \ \ 8" DEC l STRIPI01 NG 1� - 12' - - --- OF CONDUITS2-4" FIBER FHA I I II I I I I I (1)-3/4"CONDUIT (POWER) DEC Odn - ----UFO 12' S' R20' ° - - - - - I / t� ( DEC (1)-2" ONDUIT (FIBER) 4" WIDE WHITE I P - I 9 \ "NO P�RKING ANY APPROX. T UFO T CURB STRIPE C • I z I 24' TJIv E SIGN TRANSITION I ° (3) REMOVABLE BOLLARDS 10' R25' VARIABLE GN LE LINE U R20' - }_'' _= R1 ' APPROX 750 TO ST. GEORGE AYE. I I I I EASEMENTFOR V/RG TIE IN NEW FIBER OPTICS I - EP a ELECTRICPOWE OMPANY LINE TO EXISTING = o ODIFIED CG-12 TYPE TO BALIARp DR. I I I I o DB. 1101, PG. j CURB RAMP EP -- � R2' 1♦ � _ ApPROX. 900' I I / \ - - R2' REPAINT PORTION 6'CLASS-52DIP / I 7' C URB TI A Ij N _ CROSSWALK � EP / I MUTCD STD _UFO \ TURN ARROWS _ -.0z mow - eHP I OF EP SL OPES EXIST. STOP BAR. I _ _ _ _ -� _ _ - I EXIST. STOP CONTRACTOR slo_ UFO SIGN - �. SIGN 3 TO REPAINT. o -� GONGS _ LOCATE AND CONNECT TO P� II d I _ UFO _ EXISTING WATERLINE GH \ I Ji \ HO I 7 ® _ _UFO1L ► REPLACE CROZE� 6" 9� \ R45' ` EP _ _ _ oHP PING SLEEVE AND VALVE. _ T AVENUE --- UFOCONCRETE C B N RETE SAN -- "DO NOT ENTER - _dHo I _UFO- -- - _ - SID OUT, 810 ~ FROZE cuRe � �6 BUSES ONLY" SIGN d STATER (VAR. WIDTH RNA - _ _UFO - --_- OHP� L GRAVEL 11 MHs STOP SIGN AND TOST•GEORGEAVE. Ho D8,1096.PG7 EP _ _Upon - ___ - oHP- ENTR.STOP BAR �(. 1,275' EP TOP=704.14' APPRO HO_ _ ___. w---- APPROX. 1, TO ST. G�E9te _( __ --� �� OHP- INV. IN=692.25' 8"PVC p65' _ _ _ _ _ INV OUT=69203' d II OHP _ EP - aHp D - LEGEND: nPPROX. 375 BAL�Rp pR' _ _ - - OHP CONC. SWK EP cac CONC. SWK 0 0 a a STEEP SLOPES (MANAGED) 3#sW_ oryp- a .• CONCRETE SIDEWALK Lil GRAVEL ROAD c1H NOTES: oHP- 0_d 1. CONTRACTOR SHALL PROVI E OTUfP RARY ABOVE GROUND OIL FUEL TANK WITH CONTAINMENT TO SERVICE HEAVY DUTY CONCRETE REINFORCED TURF THE SCHOOL E WINTER MONTHS WHILE CONSTRUCTION IS ONGOING. CONTRACTOR IS TO MAINTAIN d O TANK SO THAT ACPS CAN KEEP IT FILLED; THERE SHALL BE NO GAP IN AVAILABILITY OF FUEL OIL WHILE SCHOOL IS IN SESSIONS DURING THE TRANSITION TO THE TEMPORARY TANK. REFER TO ARCH/MEP . HEAVY DUTY ASPHALT BIORETENTION PLANTINGS DRAWINGS FOR FURTHER DETAILS AND UTILITY ROUTING. EB OVN 2. A KNOX BOX SHALL BE REQUIRED FOR THE PROPOSED BUILDING ADDITIONS. CONTRACTOR SHALL COORDINATE WITH THE FIRE MARSHAL'S OFFICE FOR FINAL LOCATION. LIGHT DUTY ASPHALT p pc' cp ° c" MULCH PLAY AREA 3. EACH OUTDOOR LUMINARE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINARE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS. SEE SITE PHOTOMETRIC SHEETS FOR ADDITIONAL INFORMATION. ASPHALT TO BE MILLED & OVERLAID EE STONE DUST 4. BIORETENTION BASINS MAY NOT BE CONSTRUCTED UNTIL ALL CONTRIBUTING DRAINAGE AREAS ARE STABILIZED. SCALE 1"=20' BIORETENTION FACILITIES MUST BE CONSTRUCTED IN ACCORDANCE WITH WP0202000039 PLAN. 5. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR CONCRETE RETAINING WALLS TO CIVIL AND STRUCTURAL EXPOSED AGGREGATE E:1 GRAVEL FILTER STRIP ENGINEERS FOR APPROVAL PRIOR TO CONSTRUCTION.LLL1 0 20' 40' V M 1) 0 VMDO Architects vmdo.com 434.296.5684 200 E Market Street 2000 Pennsylvania Ave NW Ste 7000 Charlottesville, VA 22902 Washington, DC 20006 •0000 61. s 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 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 E.!/an D. Crchockt 'Z Lie. No. 53741 4 l "SSIONAL G 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 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 6 WPOAMENDMENT#1 28.MAY.2021 7 WPOAMENDMENT#2 24.AUG.2022 8 MINOR SITE PLAN AMENDMENT #1 24.AUG.2022 9 MINOR SITE PLAN AMENDMENT #1 RESUB. 24.00T.2022 LAYOUT & UTILITY PLAN C4n0 r / / I I I / I I� I � I I � I I I GRAVEL LANE II I II ii I CONNECT TO EXISTING I (3) TENNIS COURTS (36'x 18i I— : A 0 GRAVEL LANE� II I ' HI ADD -ALTERNATE 5. SEE SHEET C9.2 I V I I p OIFT II 1 40 °. '. R45' /�O d ° APPRO . LOCATION O PAINTED YELLOW I GEOTHERMAL WELL FIE L �' FIRE LANE CURB SEE MIEP PLANS FO I ADDITIONAL INFORMATION. CG-3 n 30' A. . \ a / d \ I a Lo 1 \ 0 CG-7 (5' 3& ? RANSITION R15' 0 CG-6 ON EITHER \ SIDE) / PARKING SPACES TO BE STEEP SLgF MANAGE/7{�) USED DURING SPECIAL \( EVENTS ONLY. CAR ACCESS TO BE L \ PROHIBITED FROM BUS ENTRANCE K�"WIDEYELLO�v (11) 4" GS/GR (GE THE (48" MINIMUM COVER SEE SEE VAULT DETAI ON UG1— )I ZI 4" WIDE WHITE _STRIPE (TYP.) l M M M UGP 9 1 u 11. M M M WHITE (TYP.) / %� 10 / A / /R4 GOAL NOTES: 1. CONTRACTOR SHALL PROVIDE A TEMPORARY ABOVIf OIL FUEL TANK WITH CONTAINMENT TO SERVICE THE SCHOOL DURING THE WINTER MONTH WHILE CONSTRUCTION IS ONGOING. CONTRACT( MAINTAIN ACCESS TO TANK SO THAT ACPS CAN KEEr IT FILLED; THERE SHALL BE NO GAP IN AVAILABIL FUEL OIL WHILE SCHOOL IS IN SESSIONS DURING THE TRANSITION TO THE TEMPORARY TANK. REFER l ARCH/MEP DRAWINGS FOR FURTHER DETAILS AND TILITY ROUTING. 2. A KNOX BOX SHALL BE REQUIRED FOR THE PROPOSD BUILDING ADDITIONS. CONTRACTOR SHALL COORDINATE WITH THE FIRE MARSHAL'S OFFICE FO FINAL LOCATION. 3. EACH OUTDOOR LUMINARE EQUIPPED WITH A LAMP 1HAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL FULL CUTOFF LUMINARE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJ RESIDENTIAL DISTRICTS. SEE SITE PHOTOMETRIC SHEETS FOR ADDITIONAL INFORMATION. l 4. BIORETENTION BASINS MAY NOT BE CONSTRUCTED UNTIL ALL CONTRIBUTING DRAINAGE AREAS AR STABILIZED. BIORETENTION FACILITIES MUST BE CONSTRUCTED IN ACCORDANCE WITH WP0202000 3TO OF 0 PLAN. M M M LEGEND: CONCRETE SIDEWALK GRAVEL ROAD HEAVY DUTY CONCRETE REINFORCED TURF HEAVY DUTY ASPHALT BIORETENTION PLANTINGS D LIGHT DUTY ASPHALT ' o;o E]D MULCH PLAY AREA ASPHALT TO BE MILLED & OVERLAIDE�l STONE DUST EXPOSED AGGREGATE F7 GRAVEL FILTER STRIP 88 OVN / 1 1 � / 1 / SCALE V=2U / 1 � 0 20' 40' 1 1 / 1 / 1 / 1 MATCHLINE - SEE SHEET C4.2 mvmmmmmmmm TMP 56-64E COUNTY SCHOOL BOARD OF ALBEMARLE COUNTY, VIRGINIA DB. 1044, PG. 498 DB. 1098, PG. 703 \ 1 \ VDOT STD. HANDRAIL ZONED: RA (RURAL AREAS) 1 1 1 \ OUTFACE #3 (VRRM DA "C") BIORETENTION (4) 6" CONCRETE RISERS 1 \ FACILITY 3A WITH HANDRAILS 1 c RELOCATED MHS 1 1 1 \ IRRIGATION TOP=67762' ELECTRICAL PANEL ------- INV.OU6767o. 4'8VPVC \ 1 j GOAL 1 I_- � / GRAVEL FLOW SPREADER ----------- / / \ (SEE DETAIL ON SHEET C1.2) JG APPROX. TREE 5 r--':vvvvvvvvvoCvvvvvvvovovvovovvvocovovvcovo'co•cowo�aahvovovvovvoylo vvvvoy7ovf'ovov.v.v a ' . . ...... s"DEc CG3''''''''''''''''''''........... vvovvv . ASPHALT PATH ,,wr„ :ovvvvvvvvvvvvvvvvvvvvvvv vvvvvvvvaabbbbvvvvTvvvvvvvv�V7 t0.15MILES LONG vvvovvvvvvovv�vvvvvvvvWWvv ovvVov0000v000v000 00000Q vvvvvvvvvovvvvvvvv.avovvvvvv vvvvvvv vvvvvvvvvvvvvvvv vvovvvvvvvvvvvvv vvvvvvvvv..................... 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D DD DDDDDD,y{JDD DD Jp DD D,R D��D,�DDDDD DD DDDDD DD DD J�DI S\ \ \ JOv vvvvv0 v V I >DDDDDpDp"T'D DDDDDD DD DDDq.O DDDppDpDDDDppDD A,:I y/ ����''yy;;��//pp������pp / -A�W�I Q� \ RAINGARDEN .r OOVVVOVOv`OVLv$bv".�� .. .. .. �` DD,D eD.D. D DJ D D D D �DJDD;..D. I CG-31 . ... r)^WWnlL.El'C.,'i (SEE LANDSCAPE PLANS) _ Y��... /.•.. yP� / -- — ,,, pDpDpDDDDpDpDDDDD�' ,,,� � . \ \ \ � 1 / -- CG-3 D.D D' DDDDD DD DDDDD �`i \ \ \ \ \ \ CON .. / d �` D➢D DD '.. / spDDDDDDODDODODOD o \ �� � � - � D D D o D D � \ \ O 20' SAARY SEWER EASEMENT �```` W .. ..° .. �'�� DDDDDDDDDD \ S'\ . ORAL MARLECOUNTY\ \ } < d ..e �� DDDDDDpD,' RVIC AUTHORITY \ BIORETENTIORT�� W / /'d `�� DJODDDDODD, I \ O D 976,PG.96 N \ FACILITY 2C ARTIFICIAL `r 1 \ N STUMPS (4) 6„ CONCRETE CONCRET ONC. RISERS WITH \ m I \ \ INTER ACCESSIBLE 'g a HANDRAILS \ \ SQ \ \ N / MP WITH O M S- / / DRAILS 1a' SEAT WALL \ T P-676.38' ` 5 ° ° (TYP.) / INV IN-668.15'8"PVC O 1 V. UT=66783'8"PVC / RELOCATE CLEANOUT O O aO O,. / . d ..•. \ \ MATCHLNE -SEE SHEET C4.0 MMMMMMM 12"DEC (5) 6" CONCR E RISERS CONc. / / 4 .. �.. %// / \ CA PY a WIT HANDRAILS PLANTER 26s \ \ \ Q \ —mod'.e CONCRETE ACCESSIBLE ..a ;.e fLG-7 (5' TSITIOf� :'a d, WITFhH ILS \ \ \ P ANDRA \ / TO CG- N EITH/FR GONG. / / CONC. SIDE) \ / ooNcn)wau 8°DEC GONG. WALL 3' (W) DOOR S c Ic / \ \ \26 \ \ \ \ • 3' (W) DOOR 1.3' (W) FFE=693.45' Q \ '° CANOPY COLUMN FFE=693.41' (THRESHOLD) �py \ \ SANITARY \ (TYP) (THRESHOLD) S �G 1.0'D TYP. COLUMN / �\ � \ SEWER MHS O -Ss.ss' G I 1. o'O TYE.. \ m \ \\ \ CONNECTION \ TOP=676.13' I I ' 3' (W) DOOR INV. 1N=673.74' PVC -CAT 3' (W) L�s�b�, INV. 1N=66585' 8" PVC 1 O, INV 1N=673.44' 8"PVC (NW) DOOR srt�' \ \ INV. OUT=665.63' 8" PVC / ADJUST CONE SECTION J . � INV. OUT=673.20'8"PVC 0 ° OF MANHOLE TOP TO oti \ 2"DEC I,le .�, tibs MOVE LID INTO THE .e• r \ \ CONCRETE SIDEWALK + •. PROPOSED 11 / ADJUST CONE SECTIQN ENCLOSED OF MANHOLE TOP TO '0 VESTIBULE \ \ cp'- \ \\ MOVE LID OUTSIDE OF ® ® GATE 3' (W) DOOR b JDC 3' (W) DOOR 5' THE PAVED AREA CONC. FFE=693.45' 3'(W)D OR ECH. \ U1 c !° FFE=693.46' CONC. (THRESHOLD) 6'"DEC 6(THRESHOLD) FFE=681.36' \ \ \ N (3G-12 e n (BSMT.) \ 26 \ \ Vhx 1) 0 VM DO Architects vmdo.com 434.296.5684 200 E Market Street 2000 Pennsylvania Ave NW Ste 7000 Charlottesville, VA 22902 Washington, DC 20006 0000 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • rbemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 Checked By Designed By Drawn By E:an D. Cichodn Z Lie. No. 53741 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 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 6 WPOAMENDMENT#1 28.MAY.2021 7 WPO AMENDMENT #2 24.AUG.2022 8 MINOR SITE PLAN AMENDMENT #1 24.AUG.2022 9 MINOR SITE PLAN AMENDMENT #1 RESUB. 24.00T.2022 LAYOUT & UTILITY PLAN C4n 1 \ \ \ \ \ \ \ \ = OHP — OHP \ OHA \ OHP \ \\ \\ \\ \ \\ \ \ \ \ \ \ \ \ \ ---- — — ` L— \ ----\-------\ — — — - 1—— — \ — �\----------------- \ \\\\ \ \ \ NOV81 — \ 681.38' \ \ \\ \\ \ \ \ I \ \ 18, � \ ZZF UVVLK LAJtMt/v I FUK VIRGINA PUBLIC SERVICE COMPANY (TRACT 2) NOTES: DB. 206, PG. 13 1. CONTRACTOR SHALL PROVIDE A TEMPORARY ABOVE GROUND OIL FUEL TANK WITH CONTAINMENT TO SERVICE THE SCHOOL DURING THE WINTER MONTHS WHILE CONSTRUCTION IS ONGOING. CONTRACTOR IS TO MAINTAIN _ ACCESS TO TANK SO THAT ACPS CAN KEEP IT FILLED; THERE SHALL BE NO GAP IN AVAILABILITY OF FUEL OIL Y \ — — _ _ _ WHILE SCHOOL IS IN SESSIONS DURING THE TRANSITION TO THE TEMPORARY TANK. REFER TO ARCH/MEP DRAWINGS FOR FURTHER DETAILS AND UTILITY ROUTING. BHP �OHP OHP — 2. A KNOX BOX SHALL BE REQUIRED FOR THE PROPOSED BUILDING ADDITIONS. CONTRACTOR SHALL _\ _ \ _ _ \ OHP oHp oaP COORDINATE WITH THE FIRE MARSHAL'S OFFICE FOR FINAL LOCATION. 3. EACH OUTDOOR LUMINARE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINARE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS. SEE SITE PHOTOMETRIC 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. \ ` 5. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR CONCRETE RETAINING WALLS TO CIVIL AND STRUCTURAL \ _ c —y--- ` \ 6. SEE SHEETS C6.0 - C6.3 FOR STORMWATER QUANTITY AND QUALITY FOR SURPLUS SOIL AREA. \ \ --gyp--- \ I 7. U12 SOCCER FIELD IRRIGATION TO BE DELEGATED DESIGN. CONTRACTOR IS TO SUBMIT SCHEMATIC \ \ \ IRRIGATION LAYOUT AND COVERAGE AREA TO ENGINEER OF RECORD FOR REVIEW. r \ \ \ \ \ 1 ; RIPRAP DISSIPATOR I I I I 'Y SCOREBOARD FOUL \\ \ R30' A O v �� DRAINAGE DITCH Pn/F —7 \-- — — — —— IE I \\ \\ \\ NETPO I U YOUTH SOCCER FIELD 87 I \ \ (TYP) — — — - - ` I CHAIN -LINK I\\ \\ \ 5 \ I II / FENCE I \\ — I I\\ \ \\\ \ I I I I I I I SHED \ I I I \ 01�\ \\ I I \ I I \ I 1 \ I \ I \ \ \\ \\ 03 ,/ \ _ � 1 \\ 68v 1371 \\ I \ \ \\ \\ 1\ ROOF �y � "QEC \ OVERHANG \ DRAINAGE AREA TO DITCH = 0.99 AC C= 0.35 TC= 10 MIN 1(2)= 4.03 IN/HR Q(2) = 0.35(4.03)(0.99) = 1.40 CFS 1(10) = 5.30 IN/HR Q(10) = 0.35(5.30)(0.99) = 1.84 CFS V(2) = 3.19 FT/S (ALLOWABLE VELOCITY = 4 FT/S) D(10) = 0.42' GRASS LINED DITCH 0 75, n = 0.035; S = 5.5% � DITCH CALCULATIONS No Scale LEGEND CONCRETE SIDEWALK El GRAVEL ROAD HEAVY DUTY CONCRETE El REINFORCED TURF HEAVY DUTY ASPHALT Ell BIORETENTION PLANTINGS D LIGHT DUTY ASPHALT o;o MULCH PLAY AREA D El ASPHALT TO BE MILLED & OVERLAID STONE DUST El EXPOSED AGGREGATE 1:71 GRAVEL FILTER STRIP SCALE 1"=20' 0 20' 40' (PART OF) TMP 56-64E COUNTY SCHOOL BOARD OF ALBEMARLE COUNTY, VIRGINIA DB. 1044, PG. 498 DB. 1098, PG. 703 ZONED: RA (RURAL AREAS) \ I I I I I I I I I IIII \ ROOFOVERHANG DUGOUT 18" DEC n '8�DEC \ \ \ I S.c,a�\ \ \ "_ €ENCELINK � '1 I S « \ \� �nl \ \ _ \ 12 DEC \ I 54' 18" DEC I / REMOVE GRAVEL \ I 0 6"DEC I \ I PATH AS NEEDED ' ` 683.82' \..t.r' J 12" DEC BENCH \ O 685.8)6rr dE 24,�1 1 / 26r,6 165' \\\ /MATCHLINE -SEE SHEETC4.1 � � � � � � t t /J�J It 1♦ � � � � � � �... � � � � � � � t It It It It It It t 1♦ � � � I It It It_ � � � � t � � It t It It It It It � It � It It It �I It � Itl � T � It � It It It t � It � It � � 1T 1 � /�/� � � � � � � � If it i \I i i i 1 (3) TENNIS COURTS (36'x 18)LU LL GRAV�L LANEI m l rU \ 1 I 1 I I x I 11 \\ 11 1 I I 1 1 i l l I � I S'it I \ \ 1 I I 1 1 I I / \ / 11///,,/ CONNECT TO EXISTING I GRAVEL LANE I l l I I I 11 I I I I I I::I: I: I: I ' r / i BLOCKRATAINING I I 1 1 .I' I / �`�WALL 1.0'(,WJ V M 1) 0 VM DO Architects vmdo.com 434.296.5684 200 E Market Street 2000 Pennsylvania Ave NW Ste 7000 Charlottesville, VA 22902 Washington, DC 20006 0000 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 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 v� �' E: fan D. Cichocki 'Z Lie. No. 53741 y,%13 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 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 6 WPOAMENDMENT#1 28.MAY.2021 7 WPO AMENDMENT #2 24.AUG.2022 8 MINOR SITE PLAN AMENDMENT #1 24.AUG.2022 9 MINOR SITE PLAN AMENDMENT #1 RESUB. 24.00T.2022 LAYOUT & GRADING PLAN (GRASS FIELD) C4.2 1 I \��/ x 1 „DEC \ /� `\ \ \\ \\\ \ �\ MHD:: ( I � B \ IORETENTION v l \ \ \ \ \ \ \ \ \ \ \ 'i' 6g / B9TT9 tl V]EXIST. PIP TO i . / � \ \ \ \ \ \ ` \ \\ �� 21 I RROP. INLE / \ \ \ \ \ \ \ \ \ \ s�\ F�(PRAP OUTLE ROTECTIOI� \ \ \ \ \ �\ `\ r INV. IN= 83.56` 15" fWP (N)::: I I _ / ELEVATION / � � _ 692 \ \ \ \ \ \\ \ \ \ \ \ \\ u I TIE EXIST. RIPE T P P. INLE\T \ \ r 0.5' AVG DIA. RI P \ \ \ INV. 1N=6 3.:40' :12"1iDPE:(W} I I + _ _ _ _ _ �Q - �- 695� �� 68 \ - % _ I I - _ \ ` J S O RO \ \ \ \ \ \ \ \ \ \ INV A( 684;13'9"':(8LD / I I 1 O �' 1 \ `\C�NTRACTO�t\TO CONFIRM 60CAYION.OF \ \ \ \ \ \ CL S AI \ \ \ \ \ \ INV 0 -683:40' :1S" RCP 692 / J / / \ \ \ EXISitR�PE PRIOR TO C�L1STRl �CT�N \ \ \\ ` �� _ - 6j \ \ \ T J \\\ \ \ WID H\\\ \ \ / 8„DEL\ \ \ \ \ / DE TH= O \\\ \\ \\ `\ \\ TIE EXIST. PIPE TO \\�\\\\ PROP. MANHOLE. \ "' II \ u \ CONTRACTOR TO o1 \ \ tsy \ \ \ \ \ \ \ \ m\ \ \ \ \ \ \\ \ CONFIRM LOCATION EMERGENCY \ \ \ �\ \ \ \ \ �; \ \ �\ \ � 8 vc OF EXIST. PIPE PRIOR OVERFLOW DRAIN \ \ ` \ \ \ \ \ INV.- 7 4' \ \ \ \ \ \ TO CONSTRUCTION. TO DAYLIGHT 1 1 232 / 4- I 6 \4 / TOWARDS \ ` \ ` \ \ \ TI IS}t�. OF 1 / 92�6s_.-/� / ADJUST CONE SECTION `\\LEAD TO VIA 1 / G PUMPED OD1 PLAYGROUND \ -\ = / / \I / OF MANHOLE TOP TO - - "INS RTAA—T f I ' D HARGE OF - - 5P r - \ \ I \ \\ �\ \ 1 I I I I \\ ALIGN THE FRAME AND \ \ \ I I I \/ / / ) \ \ I I \ \ \ \ \ \ I 1 � COVER WITHIN THE I I � I I 1 I IDENTAL y ` �l / V, / \ \ \ �, \ \ I I I I1 II I I� � \ \ \ ® I I I \ � \ \ \ I I I II STORM T ` �5P/ / 1 / / CONCRETE SIDEWALb� y q 1 \ \ \ \ \ \ \ \ \ \\ 1 I 1 I I I I THAT Y _ 693 693—( ADJUSTINTERNAL ���� �oPe9s�e@E� L'D P=692.83' / �ER VA 6 / /' I STEPS ACCORD] LY. / j \ \ \ \ \ \ \ I I o �I I I I I I \ m 689.89' eor=s89ss' \ \ \ \ \\ TCHLI SEES T C �' itY I I // // / �'�''L. TOP- 2.84' i'x YNYLD \ 6D 5P '\ i ' ELEC 4V,1 BQ`r� INLET TYP \ TOP=692.82' I _ \ \ \ \ \\\\ \ \ \ O O BOT=690.50' \ ADJUST INLET TOP PER SPOT ELEVATION PLAN N SO INLET \ - - - - o`t HNYLOTOP=691.85' — s PROPOSED { INV OUT=68730' 1,"HDPE - / MOVEMENT 7 / o \ 1 FOUNDATION DRAIN ADDITION APPROXIMATE L OC \ / / - _ _ _ _ -) \ \ ' — 111LEIi1' `\ \�� _I FFEs 93.42 \ \ \ \\ \\ \\ \ \ \\ ` \\ \ N \\ \ bIC\\\\` EX FIBER OPTICS VAULT. I \ \ h // // / ' - - _ TMP 56-64E TIE DOWNSPOUT TO 4" PVC +L f \ \ �\•, \I I \ \ \ \\ \ `\ \ A \\\ \ \ s\\; `\ \ CONTRACTOR TO VERIFY \ \ 0) _ i - - COUNTY SCHOOL BOARD OF I \ 1 N \ I I I \ \ a R� \ \ \ pN \ \ \ 696 _ - - _ _ 1 EXISTING CROZET / I I \ 1 l \ ` \m \ \ \ \ \ \ S LOCATION PRIOR TO / - Z I - - ALBEMARLE COUNTY, VIRGINIA CONSTRUCTION. 1 ' ' / / @� G�� ' ' - / ' - ELEMENTARY DB. 1044, PG. 498 4" SOLID HDPE TO TRENCH DRAIN SCHOOL BUILDING DB. 1098, PG. 703 8" ACO K200 TRENCH DRAIN I I 1 LJ 1 I 1 \ \ \ \ \ z o \ r \ PROPOSED I ZONED: RA RURAL AREAS (ADA RATED GRATE) / I 1 I 1 I I \ g \ \ \ ` \ \ \ APPROXIMATE LOC ( i I 1 \ ` S� \ \ \ \ \\ \ - \ ' I r l'` \\ 1 I I I \ EX COMMUNE. / I j / I � '�5 8 _ _ / � KITCHEN CONTRACTOR TO VERIFY - I / / 91 / ADDITION LOCATION PRIOR TO // / -I CONSTRUCTION. I / l 1 4" HDPE FF ' 702 \ (1% SLOPE MIN.) 6" SOLID HDPE ROOF , Po o ( > 1 / 698 I I LEADER (2 FT COVER MIN) 8° PVC ROOF )FADER 2 (3FT COVER MIN.) (TYP.) o v \ ` ^ SLOPE MIN) 1 /0 1 1 I I I \ \ \ 1 \ \ I I / TIE DOWNSPOUT TO ( ) I h I 1 I 1 1 \ \ \\ \ \ \ \\ \ \ 15'WIOTH UN ERGROUND 1 / l � / // // � \ ` 1 /o SLOPE MIN ) II II I I I 11 UTILITYEASEMEN FOR VIRGIN / / l I. / ` \ O I I I \\ \ \ \ \ \ \ / / PROP. 6" PVC - 140 I I \ ELECTRIC WERCOMP NY I \ _ I I 1 1 \ \ \ \ \ \ \ \ OB. 1101, P . 310 / l Z ` _ a TIE EXISTING AND 704 ` _r PROPOSED I 1 II 1 PROP. DOWNSPOUTS CLASSROOM TO PROP. 4" PVC I �� - - - - - - y - >\ �Oq _ , �'y ADDITION I 1 I I I ` A`PPR X AREAs j II ` 0A - - v \ 4" SOLID HDPE TO TIE TO RE�E `(PLANT WHIPS \ \ \ \ 1 \ \ - _ _ AN "INSERTA-TEE" II I ICI I =I/ / < / / \ \ H / \ \ _ , _ _ 461 _ - - 4" ACO KS100 TRENC�iDRAIN (I 1 I I I \ \ \ , \ \ \ \ \ 1 \ - Ir I \ 7p3 / \ / _ - _ - - $R (ADA RATED GRATE) / / / I aI I I I =I! \� L 1 \ _ •• I // 703 // _ _3 _� ' / / 1 I I I �6'> \ I �\ 1 1 1\11 CONC. DIVERSION T \ 1 \ P -__7Bi I\--�OZ'wu'\J698- •\` \\ `/// ///11 /\ // ;l \\\ o I ` y` TOMHD \\\\\ 1\ 1\\\\\\ 1 /\ 1 I \ TOP=677.96' \ 1 1 B"DEC 8"DE� 39 S99 \ \I I \ \ ILO F : 687..75 I I \ I 1 I I I I \ \ I L1 FPE: 693.42 I I \\ I 1 , \ \� — — — — — — — -_- — — — — — — — �— — — I — 1♦ 1 1\ 139 \' ` i I 1 1 ♦ , I \ \� I \ " \� \ \ I � 1' 1oz I ♦ I 1\ I \ 09 - \ 39 O \ \ j \ \ 1 I 1 / \ ♦ CL6ANOU I Q 1 6" HDPEro w 1� 1• 138 \ \ / TRAFFIC RATED \ 0� o �o . \ N . � ::.. \ ( I 1L \ ♦ \ \ 4 \ \ \ \ I I 41 w AE �OU1 w - 1�- w �� ® w- ! 1•- �� W �- w-- y: �D`�TIONDRbIN I 1 \ (TYF1.) \ \ \ I _ \ 1 \ I SDI URB INL T W/GRATE _ - - P I - ' _ , ' ' - ' IL) I a _ _ 8„� q 8„ O UGP UG mot" UGP UGP - �1a.L INS"}�. OUT=6.3T 15" RCP I I l •� -� 1 I / / IUr I WsyGe �"•' - d4f'>�-� - _ _ _ T —1 \ I / 12" I I IIX40 ---15"RCP - - -\-_~ --_- - -- -- ------ -- --- ----- --- -- ---- -- -- I -- - - -- -- -\ - - -- -- --- ---- /--- -- --- --- - - 134 -\ r --- 1 \ ` \\ \ \ \\ \ \\ ------ --G -- --- -- --- -- --� -- --- ----� 1--- -- --- -� --- --- --- \ \ \ \ m \ I I II, I 0 / / 681 \ 126 \ \ \ o Jr I IX 40T 406 \ / I 69 I \ ` SD II I II 1 h 40 �� 0 / \ \6t \I INV. O INV1 T=687. 5' 15 R P IZDEC \\ \ \ \ 682 \ \ \\ \ 9'�' \\ \ \ \ /' I / ( I \ 48" MANHOLE DESIGNED _ rn \ \ \\\a \ ,\ \ 106 \rn\\ \\ \ \\ \ Nz I a I \- , - - - 1 - - 1\ WITH STORMTECH SYSTEM 9 \ \ E ` L P \� `\ \ \ `\ \ \ . I I I I I I C7 a Rill INLETTOP_WITH - - - - /_ - - - I _ - - - \ - ` \ rn ` s VDOT I FRAME AND COVE ,goo ^ \� 07 l - ss� ` - BY Al (TYP) - Z \ \ \ I IAA D \ \ \ A �, \ \ \ \ \ \ m \ I 6 GRAVEL 1 '\ 4\ \ \\ - I I I I I I `(\ o \ I I I I g8 �\DJUST TO FINAL GRADE. I \a UNDffR 4" \ \ \ z \ / FILT�R 1 I / /� \ - � '�jCj \ ss�\ 1 I I I 1 \ � \ � P \ � \ \ Z/ \ STRIP / I > I SrM #1 \ \ / I I I { 11 I \ \ \ \ \\� \\) \ \\ \ / I 1 \683 \ \ CL OUT \ \. \ 1 STO MTECI'1 ARCH PIPE D TENTONSYSTEM I I 9 I I 1 \ WI H ISO TOR ROW 72" MAANHOLE 699 \ / ' STRUCTURE WITH WEIR WALE 13 ( / / O I I I I \ \\ \ `\ FOREBkY 9 I I I \ IP P \\ \ I �P \ \ ' G ` wVE1R 12 I 1 I \ \ \ STABILyZAS \ \ \ \\ 15 � Ir I Ir - I WALL I O I 11 8 \ p \ \ ON\TOP F\ \\ J IL 150 -� I I �—❑ / / - - - I / r - - \ -� 113 - / t —t- -C- \ \ \ \ \b"PPE I 700 T SE BAC / I I 1 `\ \ \ K boa° /7;� FRON �/ / I { I I I 1 0 I I 1 I I \ ` \ ° \ BI�t2ETLNTIO At, �A / - - - = 680 147 a IORETENT�ON BOT�M I- -- \cip1--_�-_� �01 =, - o -Oa° BOO 7' o // I I II ELEVATION I I I -If-� 0 7' O TSET ACK \ 153 702 - -- _ - \\ \ \ III I ��1TI 1 - -- --- _ 1 7mJ\ 6" PIPE - - - - - - -7�_ - - - - 20'WATERLINEEASEMENT 1 _ _ _ - /` ' _ _ / - ' - - - -\ - - - - _ - \ FOR/ 4CBEi1QARLECDUNTY \ 1 I / / ' P t �d i ' / ' I �S / (2°8 l \ INV=681.56' SERVICE AUTHORITY \ ' ' i ' - I i / - / i / 'r / 6 DEC / 8„DE% \ _ / / 6 8" D�C \ OPP. END NOT FND�T OB. N63, PG. 28 i i - - - 14 _ \ 6"C�EC ' 500IL 703 1EE 7 \ ✓� I , 1 I - _ i ' / i6 _ _ _ ORIPLIN (_RYE.) 8"DEC _-' — — --- 8"DEC_UFO I I F ------_ f - -- --_- _ _- - 12"DEC / - - - - - - - \ / / / �� / I-lNkf-(B=694,611 �- _ =��� I ' ' ' :� -�._ _ - - - - - - _ - - - - O tC t9 I\ � / RAP OUTLET PROTECTION I / I I 1 APPROX TREE OF I / I 154 - _ - \ - - _ _ _ \ \ _ _ _ \ D.5' AVG DIA. RIPRAP \ ` / OF (TYP.) I / 15"�MP N _ \ ` \ I m I \ I 7p4, VARIABLE WIDTH POLE LINE I INV. IN �98.03' - � _ -I � � \ CLASS Al I I I I EASEMENT FOR VIRG o / / (� / - - 15 C \- a ELECTRIC POWE :OM \ / / / / / ' - I I , \ \ \ \ ` \ \ \ �' \ `\ \ = 11.25' / I \ \ I I I De. 1101, PG. LENGTH = 10.0' - / \� DEPTH=1.0' -- - - / 705 504 `•-� I\I\\\\\\ I I I II - /\\ -- _ _ i'-/-'��-'�//'i'-____'-_ \� \ ` \ \ \ �'� I I / / / I ___= _�—_�—UFO��- UFO �pHP\1�`� O _ _ - CEP S/ PE$ -- ___-' ----_---- __--_- \ �' \I ` , I I 1 / // //-__-__----�-_S - ANAGE41'_ _ __-__ __ ___ `\ ` �-t `P UFO Noma _ - 1 _ \ MONO/ \ i- _H0�.705 _ - - - - \ ` \ \ \ \ 1 \ / l I l / \ `\ ® UFO i / / f — OHP / - - - - - - - - - - - 70 _C/A RIPRAP OUTLET PROTECTION 11 \ / t♦ / J // \ \ _ —UFo_ _-- \ - 7 / — t7HP - - - - - - - Ala, DIA. RIPRAP ` 1 /' —/ I / \ ` \ _t(Fo— 1 OHP / SAN� \ �S CLASS AI \ { ll / \ _ UFO _t -- �/ i' L— \ _ /�OHP— / / WIDTH2=9.25' �� 1 0 ' /' / LENGTH = 8.0' HO_ / / _ \ \ / _----- �� I q oHP / _ _ Y / \ la PT+i - 1.Or W__ �- - - - _ _ \ \ I I I bH I MHD V 15" R -- �_ �_ r_ - - OHP�— roP=688.72 ` I 1\ \ \ ` /' b' /' OHP /� I I INV OUINV 686 3614818"HDPE SD CURB INLET W/MHD I TOP=688.38' / \ 1 / ' O - - _ ` _ / _ - _ 1 1 1 \ \ \ \ OHP / r / INV 1N=681.24' 18" HDPE ` ` d \ _ / / ' ' _ , I 1 \ \ OH / / / INV. OUT=681. 18' 18"HDPE \ \ / ^ \ \ HO_ I l/1 ' I I I oH� / // / £8 OVN - - - - - - - - - I / / ------------------- sD-CURa./M LW/GRATE \\ / - --- --------------------FOP�70 82 33'�Fi4)\ / ----- ---------- ------------------- ---- -hVt/' OUT�694.12'15"'RCP --_ _ —_ --__--__-__--_-_- - - - - - - - - - - - \ \\ \\ \ \\ \ �� - "� /' / ' MHD ---------- - - - - - -- `\ I /' / TOP=695.77' SCALEV=20' 74e _ _ - _ _ - - - - - - - c_ . \ \ \ \ - - - - i ' / 7 INV. 1N=691.71' 15"RCP \`\ ' INV OUT=691.62'18"HDPE _ / - - - - - - - - - - �1 - _ SD INLET (GRATE) STEEP SLOPES / _ - TOP=700.09' NOTES: ' r _ _ - -7 09- - - _ _ (MANAGED) INV. 1N=694.04' 15" RCP 1. CONTRACTOR SHALL AVOID DISTURBANCE WITHIN TH O / 1011. p INV. OUT=693.94' 15"RCP BUFFER TO THE GREATEST EXTENT PRACTICAL. / V iV\ I ) O VM DO Architects vmdo.com 434.296.5684 200 E Market Street 2000 Pennsylvania Ave NW Ste 7000 Charlottesville, VA 22902 Washington, DC 20006 0000 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • rbemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 Checked By Designed By Drawn By E:1an D. Cichodn Z Lie. No. 53741 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 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 6 WPOAMENDMENT#1 28.MAY.2021 7 WPO AMENDMENT #2 24.AUG.2022 8 MINOR SITE PLAN AMENDMENT #1 24.AUG.2022 9 MINOR SITE PLAN AMENDMENT #1 RESUB. 24.00T.2022 GRADING & DRAINAGE PLAN C5n0 ROCK \\ARMOR \ROCKARM�R \ \\ III \\\ II I I I 1 w \h I I 2 I I I \ I x I`"Tk 1 I 11 I 11 1 \\ 1 I I II 1 I I 1 I I I I 1�689 \ I 1 I I I II \ \ 1 I I \ I I I 1 m COD I69 1 (OD O 1 1 \ I I II \ I \ I I I I I I I I \ I r I I \\ I \ \\ \ I I •\ II I I I I I I 1 I I I I I \ \ I I I { I I I Ico 1 I I 4" SOLIDDPE TO TIE TO PI EVIAAN I 1 tD `° tl BIORETENTIN FACILITY 3A "INSgRTA-TEE" \\ 1 1 I WEIR 309 � \ 1 / PLATE ' , 10 /1 I ` \ \ Il 110 � (0 I j / / 31 1 I I 308 / \ \ 1 `1 1 0 / / 31 / APPROX. TREE / I I I III 1\ // / I Yk99AA�? I: / BLOCK R<�TAINING I I WALL 1.0'AW) I NOTES: 1. TOP OF THE 4" UNDERDRAIN WITH FILER SOCK LOCATED WITHIN THE PLAYGROUND EXTENTS TO BE INSTALLED BENEATH THE \ I I r I I ! MULCH LAYER. CONTRACTOR TO PROVIDE POSITIVE DRAINAGE WITHIN UNDERDRAIN PIPE TOWARDS SOLID HOPE OUTFACE. 2. CONTRACTOR SHALL AVOID DISTURBANCE WITHIN THE WPO BUFFER TO THE GREATEST EXTENT PRACTICAL. EXISTING SOCCER FIELD \ STEEP SLOPES 1 / (MANAGED) \1 \ 1 11\ \ 11 1 TMP 56-64E \ I I I I I \ \ \\ 1 \ m COUNTY SCHOOL BOARD OF \ I I I I I I \ 1 \ \ \ 1 \\ ALBEM RL PG. COUNTY, V RGINIA 1 \\ I I II 11 DB. 1098, PG, 703 RIPRAP OUTLET PROTECTION ZONED: RA (RURAL AREAS) 0.5' AVG DIA. RIPRAPCLAS Al WIDTH 13S5I WIDTH 2=5.15' 4'{ SOLID HOPE TO LENGTH = 7.0' TIL TO PIPE VIA AN DEPTH = 1.0 "INISERTA-TEE" 30 306 \ \ \ \ ' \\ � \ , \ \ \\ \\ 15"DEC \\ \ � \ \\, \ 1 Z Un ` / \ I I SWM #2 \ \ I I tI II 100 F OF 48" CMP, 0 I I / �♦ \ \ \ ` I STLEEP SL PES TE�WION SYSTEMI I I I _ 4"�1NDERDRAIN I 1 \ \ I (MANAG 0.2 OPE TO OUTLE i — W/ FILT R Sr�CK (TYP.) ♦♦ \ \ \\ I I I I EANOUTI I i _6 ��: I/ \ / P�: (TYP.)7'7 / ® 4" UN RD IN ` I i/ — — 6, — — EP m s / �•— 2 \ \ 8 DEC \ \ I I \ JI / 4" A KS100 TRENCH EV�C�OPES I / ♦♦ \ \ \ \ \ I \ 1 \ \ GAME I D _ _ / I M 'AGED) / 4" SOLID HI PE — — 1 �'\ �� \ \ ♦♦\ \I \\I \I \\I 1 \\ \ 6i1 I I RAC / — /1�> x GRATE) / , I\ I 1 \' : ' \ I I I I I / / I � —7 _ IORETENTION BOTTOMI /. \ I 1 < \316 \ I //1 ELEVATION = 683.50 I / C� 1 I \ I I I \ �C \::\;. I 1 I I \ I II 15"D \ \ \ \ \ V \ \ I. / S \ I 1 1 8 \ I I I 4" UNDERD IN r / / W/ FILTER SOCK —= I � I ! � SOCK � /� 1 1 un - —' I \ 5P 1 (TYP.) / (TYP.) \ \ \ \ \ o°DEc\\ \\�\ _ /. , I I I I \ \ 1 , ♦ 1 TIE EXIST. ST RM STEEP SLOPES — 1 :I; :/ / I \ \ \ ' ' '� / ♦♦ / PIPE TO STRUCT E (CRITICALSLOPES)/ — :11 1:�,:;r;l I I II / 1 /rl l \/ \ !♦ _ ' T r� i / / 214 ` _`` 1 / `` / / I \I \ \ \ \ \\ �\ \ \\ \ \\\ , ♦` 10"DEQ� — \ 13 / 211 68? /;: 4VDb MH1 / lr — \� -- 216 AT — 20' SA RY SEWER EASEMENT \ \ \ \ \ \ \ \ \ \ \ \ BI TION FACILITY2C �\ �ORAL 7nARLEcouNrY \ \ \ \ \ \ \ \ 1 \ ,: r / \ RIPRAP /— \ \ END 7: ;'; r \ S s901LIZATION ON PO ONC. SLAB \ \ / \ / CP 6 238 23 1 11 I I i I GABION 68 �� / / / , '� ' 688 FOR J 6g7 / \ P / I 0 .689 _ �yR(5DENT GUARD i _ '' / \ IORETEIVTION °DEC TOP-689.33' ;:: II I I �\ I /i688 f / B9�f�11 (EXIST. PIPTO _ INV IN= 83.56'95'':RGR(N): I '� ELEV94TI0 i ^R`INLEJ. I , 21 I 1 INV. 1N=6 3.:40' 12'°Ft©PE:ii; : I 1 I j 69�9 / 685 _ INV. N=684,43'4";(ZILD): INV. 0 -683:40' 15"RCP:. / I / 231 TIE EXIST. PIPE TO I PROP. MANHOLE. ' I I ♦ ,�' / I I s � G9 � , / � CONTRACTOR TO \ ♦ 4 " ,' / i �\ CONFIRM LOCATION 6 / OF EXIST. PIPE PRIOR / I 9 J / // / 232 TO CONSTRUCTION. I I L /" 69\i�b� ' / ADJUST CONE SECTION ' G _ �,/ / / OF MANHOLE TOP TO PUMPEDOD r I I I D HARGE OF — — % y� / ' ' / ALIGN THE FRAME AND I r I IDENTAL �y — ` / / /' ,� COVER WITHIN THE ' I 1 / STORM T CONCRETE SIDEWALK ` \r�P/ — / ' y d I / ' —f ADJUST INTERNAL �i1 ,Srw' 693 THAT Y II ' 693I / STEPS ACCORD( LY. / \ �GP�'e BDr-sas. 1 1 1 1 1 1 1 1 I 1 \ \ \ \ \ \ \ \ I I I I I I I I I I I 1 I I I 1 \ 1 1 .976, PG. 96 \ \ \ \ ` \ \ \ `� \ \� ` 1 i \ 1 I1 1 —IJ — 687 688��, \ �� \ �� \ \ \ \ \ \ ` ` \� \ \ \11/ 689 \\ \ \ \ \ \ \\ \ \ \ C \\\\\11 / \ 690 \O 0 \ \ \ `\ \ \ MATCH INE - SEE SHEET5.0 I\PRAPOUTLE\ ROTECTION\ \ \ \ \TIE EXIST. RIPE TO\Pt20P>INLE\T \\ ` \ \ \ c \ \ 0.5' AVG DIA. RI P \ \ \ \ \ CITRACTO)t\TO CONFIRM 60CAYIOf�OF \ \ \\ \ �� \ \ \ 6j8 \ \\ \ \ WIDTH 11= 4.5' \\ \ \ \ \ \ \ \\ %t EXIS�Y�PE PRIOR TO C�fVSTRI �CTTQN \ \\ \ \ — — _ \ I}{21 \ \ �(�P) /1(- \ \ ` \ \ \ \ \ \\ \ \\ 6j9 _ \ WID 2 = 6.1, 8" DEs < \ \q lF�GT�H = 8.0' $ \ 20 EMERGENCY \ \� \ ` \ o \ \ \ ` \� `\ \ \ \ m \ \ \ \ Zs,'S \\ `\ \ \\ \ \ \ I t 8�VAiilN OVERFLOW DRAIN \\ \\ \\`\ \ \\ \\ \\ \\ \''b \\ I \\ \ NV-87 sa \ \\ \ \ \ \ \ \\ `\ \\ \ \ \\\\\� \ \ I TO DAYLIGHT \ 7 \ \ \ \ \ \/ \ \ TOWARDS `\ \ �\ \ \ \ TI IS�.�OF PLAYGROUND \ \ \ \ LEAD�R TO E V A I \ \ \\ \ \ \ I I I{ III I I \ \ \ \ \\ \ INS RTA-T4E" I I \ \ \\ \\ \ \ \ \ \\ I I I I I I I ly I I \ c \ \ I 1 K;l 4E "=20'1 \ \ \ ® I 40'83 \N .90: \ �\f\ \\ \\ \\ \\ 2 \ IcZ IIII \ \ V h\ I VM DO Architects vmdo.com 434.296.5684 200 E Market Street 2000 Pennsylvania Ave NW Ste 7000 Charlottesville, VA 22902 Washington, DC 20006 0000 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • rbemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 Checked By Designed By Drawn By E: yarf D. Cichodn Z Lie. No. 53741 *1 t91".14VI 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 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 6 WPOAMENDMENT#1 28.MAY.2021 7 WPO AMENDMENT #2 24.AUG.2022 8 MINOR SITE PLAN AMENDMENT #1 24.AUG.2022 9 MINOR SITE PLAN AMENDMENT #1 RESUB. 24.00T.2022 GRADING & DRAINAGE PLAN C5ml :;:;:: -;.11 / I T / t // / 1 "DEC 15 - \ `\ \ \ \ \ � l t \ \ \ . X 1 692.8 ' 690.28' \ \ \ \ \ 678.02' 6 7.43 \ \ \ \ \ MHD 692.8 \ \ \ I I I / // s8y r / • Vya I \ \ 67�.Qa' \ y \ \ \ \ TOF-6$9.33':::; I \ I I ssz.as' / \ \ \ \ \ \ \ \ \ \ \ x4 889. 6� �• _ 592- �_ , ` \ \ \ \ 77.58' s\ \ \ \ \ \ \ ` \ \\ \ \�\\b' ut INV. lN= 83.58' 95'':RCF (N): :: I I I \ _ _ � \ INV. 1N=6 3.:40' 1T".fit©PE:iw% I I I - - - I/ / - - / / ✓ - ' / / I I - \ ` \ \ \ \ \ \ \ \ \ \ \ ( ) 689.26'% \ INV. N 684:13' 4": �LCt l I \ \ INV. 0 - 09 40' 15': RCP I S92 / / ' / / \ . ® \\ ` \ \ \ \ ' 8 \ \ \ \ \ \ \ \ \ \ 1 DEC 66.64'TIC GND iB TC 691.64' 690.77' _ - / 692.96' \\� I I I T ITION: 692.00' „ I 69ta / \ ` m \ \ s \ \ \ \ \ \ \ I \ D Q / / GND I 91.12' / 693.42' \ \ \ \ \ \ \ \ 8 VC \ \ \ \ \ \ \ \ \ \\\ \ \ \ \ I TCO I \ / r `\ \7 \\\ \ `\ \\ \\ \\ \ \ \\ \ INvi \\\ \\\ / ` / / .2 --� / IX. 693.13' ' \' \ \ \ \ \ \\ \ 12" DEC \ /Y \ I I sz.z0 II s9 ti , / / \/ 693.27' \ \ \ \ \ I \ \ \\ \ \ \ \ II II III I I Tc -- % y / / r- \ \ I \ \ \ I I II I \ ssz.5r / \ r 1 \ \ \ \ \ \ I I I \ \ \ I I TIC 692.94' 3.13' „r /\ \ l\ \ j 6§�1j7� \ I I I I I I I I j 1 1 694.72 GP/ \ \� / e / ' V b \ \ \ I I I /� _ ' 693 693-1 / �i1 I *e`I ri'Q P=692.83' / \ \ \ \ \ \ \ \ \ \ \ /\ i POP- \ I \ \ Fk \ 1 O V^ I I I I N S / 11693.oz' / 1 � / \�f sss as' ear=sssso' \ � \ � \ \ ` CHLI -SEES ETC � \ , co I I I l 693.1814' roP- z. a \ 6" D ^ \ ` \ \ \ \ 1 I \ \ 6BQ`r� 1'xVNYLO .'� \ 680 \\ \ \ \ \\�\ \ \ ` ELEC. �vi" b / INLET(TYP) \ p, 1y aJ / ® 6" DE O O TOP=692.8z' / II 69 a' tg _ BOr=ssoso' \ \ \ \ \ I I \ \ \ \ \ \ O FF�680.75' 1 I S / \ II 61 9 i ^ LP 1 / TC P� / / \ �- - 691.50'SO INLET \--680.58'- \ -\ 680.4 ' \ \ \ \ \ \\ ovi II rgNvroroP=sslss \�J ' PROPOSED I / / _ I INv. our=sszso• 1z^HOPE MOVEMENT \ / 7 ADDITION ----___-- \ / � ---� - - \ \ \ APPROXIMATELOC 1 \ / 0) / TC ` _ _ - \�� \FFE=693.42' FFC 93.42 FFE=693.42' ` \ \ I \ \ / 693.37' FFE=693.42' EX FIBER OPTICS VAULT. sss.m _ - TMP 56-64E I 1 IK \ \ '� 696 / - ��316' - _ -. TS TW TS 680. 5' 1 1 l I I 1 \ \ u+ -� \ \ \ \ \ AN \ / 693.50' I "pm \ \ \ I \ \ CONTRACTOR TO VERIFY COUNTY SCHOOL BOARD OF LOCATION PRIOR TO I \ Z 1 � - - ; - - EXISTING CROZET 693.z5' 25' \ \ y\ s I I \ \ ✓\ <' ALBEMARLE COUNTY, VIRGIN/A 693.25. CONSTRUCTION. \ rn ' ' % Q t 6� G-/ ✓ _ ELEMENTARY DB. 1044, PG. 498 BS \ / 7 I m / I / s5.5o' / DB. 1098, PG. 703 ss3.az' J 1 \ \ \ r / 1- SCHOOL BUILDING 1 \ \ \ \ z o \ \ \ I I \ \ ! / / B9 BW 693.25' 694.32' BW APPROXIMATE LOC ' '/ l / / / 5 / / PROPOSED - ( i 692 1' 693.32' 1 I I \ ` \ \ \ \ \ \ \ 1 II I I \ / / / I ZONED: RA RURAL AREAS 693.25' 6 W I I \ \ EX COMM LINE. / I I / I _ _ KITCHEN I BW Tw CONTRACTOR TO VERIFY / / ADDITION Tvv / 6g7 / 693.42' ,_ 694.32' \ \ 1 I \ \ \ \ \ ✓ / I / \ \ \ \ \ 1 LOCATION PRIOR TO / / / /l I 694.32' ssz.3 Bw 1 1 I I , I I \ \ \ 1 \�\ / / / \ ` \ \ \ \ \ CONSTRUCTION. / r I - P / _ _ I �^ \ "Ilfj / 694.32' 392.29' 698 I FF .702 s 3W ` 1 I I \ 1 1 \ \ I \\ �// \ \ \\ \ \ \ \ \ I 693.42' I I1 1 I I \ \ \ I ` ( / / / TC_ I / ' TC I \/' TVV TW I I I y I 1 I I I \ 1 \ \ \\ \ \\ \ \ \ \ \ \ 1 15'WIDTH UN ERGROUND / / /698.06' / / 699.4a'\ TW BIN 75 694.32' 694.32' UTILITY EASEMEN FOR VIRGIN/ �/ / / \ 694.32' \BW BW 1 cp \\ \ \ \ \ \ ELECTRIC SOWER COMP NY I (/ l / a C De. 1101, P 310 I /l K /l ( 697 EP / z 98.13� - 2% RADE' 702.96' - 704 TW 693.16' 692.J0� s933r PROPOSED 6 BW .� \7 \ \\ \\ \ \ \ T// CLASSROOM I 1 ((a' 1 699.Os1' FF 70235' s 703.74' 693.55' BW BW 695.58' I 1 \ \ \ \ \ \ \ \ \ \ I ,t/ E`� < pQ 93.00' BS B9P98' BW ADDITION / I I AY,PR'AREAS C� \ P� I I / = I BW $ �0A BS 693.00' 693.32' / / I I \ \ RECE (PLANT WHIPS / \ \ \ 1 = /rn \ 702.73' ---- -- 03.95' ---- / 5 / II /OD I J 699. 8' 703.'.fi}' BW ` 695.03, / ; { / 702.64' \ 703 95' _ - -. " - �-0 693.55' - / II = DI TONAL RIS _ / / _ 703.24' - 695.58' TS 7p�as \ _ � BW Q I f H g FNi T I 703 703.69' \ 703.85' / 698.08, - _ _ `� 694.78' i ' / �1 I I \ \ \ \ \ \ 1 1 1 1 1 \ �I� .18 FFE=702.31' \ - 1r / / 693.42' / / I t I U'� ��e - 70�.1T TS \ • • I / %p3 ' 703.08' r 6�`/.6T `6�S 7� \ \ CONC. DIVERSION a I 7 )� 702.20' 697.75' \ _ a _ / ' ' / I \ I I TOP=677.96' 1 I 1 \ 1 I I - P -7�. / \ \ \ \ 7 TC • \ s TVV BW / \� 69i9_ _ \ 793.53 v ' 1 1 1 _ 2' ' � � � � \ 98 ' 7 7�' � ' � ' 893.88 69�38 W/ MHD \ \ 1 \ .1 7622� 7 i TS \ 7p2 I ^ � 02 700.85' b 4 \ 1 1 \ 702.01' 70201 _ r 1 I I HP \ TU D _ \ 7 3. 4' i 08' _ ` ::�: 1 \ ! / I I 1 I \ 1 \ / v� �\\\\` 1 \ \ \ I \ \ \ II I I 1 I j I I =I _ g ` - ^ / 700.85' .85' C 'B,�D 8" ' \ 8�-"-F \ 4C / 696.aT `. \ ° 700.95' 701.93' TC-BC FFE=693.42' ,yI L E BS 701.53' 701.99' 700.88' 700.78' / TC�. \ I I \ IL97i37' I I l 6' BW I 701.52' 1 701.40' 701.69' 01.7 ' / o \ \ 1 \ I I \ I I I I I I 69TEII _ i99 700.88' 700.64' \ 700.85' / 10 / 698.25' /697.50' .9T B� \ - /LO F : 68r�'.75 / JI \ 700 6 \ s9,6.a7' 1 L1 FFIE: 693.42 I Z \ I I I I \ EP / 699.37 709. TC / TC .° ° e- °° °° °° •°° ° ° TC TO o .a TC 1 \ \ I 697.§7' 701.20' / I 701.22' 700. 9' 697.87' I I I I ss I° 703.38 TO y� : °•. TCBC-703.35 - ° - -�- °° TC-BC °• 701.89' B )�_ TC-BC \ BW \69 2\ I I r I \ �\ I \\ \ \ p d RIM BW \ / / / \ \ 700.72' �6Q.60r- N- \ 693.42' V D TC-BC 1♦ = 1� 6 .8� I I � SEAT WALL 700.62' EP EP \ I \ I I 1 I 1 C h 700.73' I �OT3t - - S� 1 1 701.54' 701.66' 11 I ¢ E9 \ryp, � c';` d, rn 697.31' 697.37^ \ I l u- \ \ \ I I C9 I - -W LWJ00.55'W W oo RIM BW \ \\ \ \ TC TC - 1♦- - -1� - -1�- W / W -'- g96.75' 1. \ \ \ \ \ \ I l ` \ \ \ \ \ \ \ \ \ \ \ \\ 699.22' I = / / / I °t \ \ V / TC TC / TC T 696.87' TS \ . \ \ SD URB INLIET W/GRATE 697.45' 1 \ \ \ \ / I 701 O6' 701.18' 700.68' 700.62' \ I TO -696.02' (F/L) I 1 I - - - I v 696.88' \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \\ \\ \\ \ \ \ \ \ \ \ \ r • \ RAISE WALL HEIGHT TO MATC \ IN . OU7=6.3T 15"RCP I l ` 4" TC I I �iC -L - - - _ BUILT CONDITION. LOWEST WALL �R y- q�7 \ \ 6 8.74 \ \ \ I ss 6s' (7 tlGe _ _ - - ` _ _ 70� -SZGr iAa' 1 8"_ �0.7 UGP UG k" UGP ' UGP TOP SET BY GRADES HEREON. 697. 2 696-09' 694. \ g 5 \ \ \ \\ \ \ \ \ / \ �' 697.9T -UGP- - _ - - _ I 11 I 95" RCP / _ _ •.• ° I 12" I1 1 /-------- - -- ---- i----- - - --- / / -_IC \ \. \ 681 \ \ \ \ o \ \ I I SD RB INL T W/M D ���SSS... \ _\ \ \ \z \ \ 1 I TC / / 1 - - - - v \ ��6 M D TC ` 7 I I I > I 697.00' 1 S / \ ` 69 7 \ \ \ TC 6 8.6T 1 1 , I _ INV IT=687. 7' 1 R P \ 5\ 1 DEC 696-90' I INV. O T=687. 5' 15" P rn II I 699.22'EP TC CFO s9 TC CD � 6 \ II I iI I I I 69� _. i ' / I / ✓ �M1 I \ 696.80' 6 ��� \ \ �� \ \ TC ro rn rn. \\\ \682 \ \ v I I / 692.6 B \ \� \ \ \ \� o \ \ N \ 1 I I I - - I - - - - - - I - _ SEE DETAIL THI SHEET - 1 - - - 1 - - - - \ 696.8 ' 691.5 ' Z I II f / .. I TC _ I �i99.00' TC T I I p Tc 7r� \ 1 II 11 1 1 6 I Z 699.14' 6 8.88' \\ /- i / 97.5 83 699 / sTICss. r I I I I I\ \ \\ \ss�a8� TC I/l \ \ ` I I O I I \ TC / 47 TC / / \ -o- -� TC \ \ ` rn / 1 I I \ \ \ \ \ \ P 70232' G - ^ \ ` / / 696.03' / I \ \ \ 699.99, 701.15' s, 700-37 / \ \ �C EP CD _ _ _ - TC 1 i / 1 7 O I I \ \ 683.78' \ \ \ \ \ \ I I 7,E7 51, .IOp TC I - ' 702.17' I\ ' / 1 TC r 700.19' 1 -T\--- 70 - --- -- I TC -- -- -c \ /- -- 697.22' \ // c� 1 7 l \\ \ \\ \ \ \ \ \ \ I _ _ TC r I j 700.93' 69.80, TC 700.33' 702.43 TC 700.77' /, 700 TC 1 0258 / I l / / I T D \ °o \ \ (OP N O\N\D. / 698 3' % I- \ \ \ _ I Y 700.65' TC -� CK TIC I I I I 6 5.01I I I P NW `\ \\ t 700.65' / / \ 1p2 702.51' 1 / � SETBA ^ V / / I I 1 1 I I \ 684�� p\ \ \ \ \ \ \ TC \ I I II I---- - \cp1 \ - Jl - - - - f- - - - \Ci.\7J�27a I - - \�0�- _ - //� // 1 I I I III \\ \\\ \\\\\\\ \\ `\\�\\ \\\\\\\\\ ti x I TC I \ TC i -+-1" - I 1 '\ D - f �O \ \ \ \ II I 701 73' 701.53' 70P.86' \ 74184 701.95'I 1 I I \\ / rC Tc - - _ 0 - 7 , O T SET ACK / / Tc I I \\ / TO 700.94', I I TC Oy�01.69' - - - - - - - - - - - - - - - - - - - \ / 702.05' 701L9T \ /TIC TC i / / / / / TC N o� 'c 702 \ I I --- \ I �' _� 702 702.13' - - - - - - - \ � 702.80' I � / _ - � � F / 691 TIC \ \ I / TC / / / \ I m I - \`OyO- - - - -783 - _ _ Tc _ - - _ _ - 20'WATERLINE EASEMENT I - _ _ TC / 700.05'01/ I i 'I i� �1 \ 6"PIPE _ TC - 701 ` - - - � � - _ 701.11' � i � � ' b � / �h P 1 INV=681.56' I �I 1 - I _ 702.08' - - - - - -\- - \ FOR/4CBEEW RLE COUNTY \ I r - - / 6 .95' UGP / / / Y I / / / s�j` 8" D C \ OPP. END NOT FND' SERVICfi AUTHORITY \ Y / 1 ^�\° / _ _ 8.23% _ OF C� / ' ' / // / ' n6 DEC / / / / 8„DEi Tl _ I I I I I I \ _ \ _ / \ DB. N63, PG. 28 1 A / q' i i - ' _ 696.61' . ' - 6�D�C i / ' \ / / / / / EP I \\ y - ' / OF _ '� � \ 686. 703 / / / 1 / \) O \ sn.r' .. \ 1 I / (I TC / �RIN TREE BS-• / I ih.r' RIPLINE (TYP,) \ _ / I �_ 70o.z8' 6sa.ao' _ - i 8„DEC O DEC UFO / JF 98.42' - - - - - 1511, 10 CP 12"DEC / --- �- \ I / / I ^00 C / 6820' -YV )=694_§11 1 \ \ / / / Tc/ I 6 9 / 6 698.y0' - - �_ _� - - - - �- _ _ --� - _ - - _ - - \ �B _ / I //' 1 APPROX. TREE OF I / l�i01.6�' I o� / 698.15' _ _ I ¢ \ / OF 15"'pbP o _ _ _ - - - - - -._- _ ` ` \ \ \ \ \ \ .82 \ IX I \ I / 704, VARIABLE WIDTH POLE LINE l INV. (IN) 698.05- P ` ` 686 EASEMENT FOR V/RG `t / / / / EP - - 15 C \ \ IX \ \ / I ELECTRIC POWE OMPANY 1 / / / / 700.84' _ _99, I 6 .06' \ \ ` \ \ \ \ \ �r \ \ 685.97' \ / OB. 1101, PG. I / / / / / _ --- TC-BC u_ I I I I iC TC 1 1 / / / /�� - _ - - - 698.48' 6 98 705.12' 705.00' \i I / i �r�f / / / / TC 1\ CURB MIN . IXTC \ \___-_-_-__--- / AFTER MILL A D , 698. 698.00' \ \ -- / ill 705 OVER Y � \ \ -+� \\I\\\\\\ I I II __ - T -UFO \ - I \ \ 1 1 I _ -__ �_ �,--= - - _ __-_--_\ \ / / _ _7 _ _ •: �-. - - _ ANAGE4J- - \� \\ / I / / �- p \ UFO �- OF / ago /0 UFO C)HP' Now - - - - - dH0�05 \ ` \ 1 \ l / / I l l ` \ U_F_OIL `6S- OH / \ \ --- - ----- - 705 \ \ _ IX --UFO p_ w \ / �sAN� - - - - - - \ d!]O .4T \\ 11 I / / // -/ I / \� \ \-SFO-__-� ___==---1 - _ �/- / ,/ I/ �OHP­ \\ - UFO _=r-- /TIC O _ - - 701.7 t� EX 705.02' \ HO_ / / _/ \ \UF-\ - -- I TQ _ -TIC -\ - / W� 70138� -- UGP �- - (7(�Ib37 L- - - - GP-, 70T39' -UGP GP' ' �00.89' UL: ---- _ / /OHP / TC TC701- TC / TC 11 p i _ - I / CQ 07.72' 701.77 / HO .•s- / _ _ o 0 08, 701.30' 701.29' \ - - - - - - I OHP / o00 / o 000 00 00 00 0 0 I / ---- -------- - ---- ---- ----- ------ -- o0 000 000 00--000 000 ---- -- \ L "_ - - - - L - / ` _ _ _ \ d O ! i i i I I� C C-BC ---- ,f62-- --701TIC L TC-BC - © ------ - - TC -BC - - \ \ - - / f O / / 701.01' 30' / \ - - - - - - - - - _ _ 1 / / I / )00.74' I 701b, / 700.77' -_ _ _ _� - - - - - - - - - - - - - - -�05�� OHP / / / / / 700.68' 700.32' -------------------SOLURBINLESW/6RAT�� `/ I d't�D I / / / - ----------_-- �. / -- - - - - - - - - -- - - - - - - -- - - - - - - - - - - - - - - - - - -rNb`Ot/T,694.V'\5''3CP \ \\, , - \ / / E84VN TC Tc -_ __---_-__-_------ - - - - - - - - - - \ �� \ ` \ v \ / / ./ MHD 701.36' TC 701.31' - -------`I �y ` \ \ \ \\ �`� I I, / TOP=695.77' 701.39' 7-1� _- --_- --- - -_ `moo \moo \ \ \ \ _ -- `-- _ - -_ / / INV IN=691.71'15"RCP TC _ - ------ -- ------- -- �_ _ _ I /NV OUT=691.62'18"HOPE -_ I 701.39' \\ \t \t J 700.54" TC TC 701 - - - - _ _ - ' _ _ - - - - �1 _ _ - ' - I I o o SD INLET (GRATE) SCALE 1 "=2O' I 701.33' I 701.31' / - STEEP SLOPES TOP=700.09' ' - - - 70 _ _ - -709- - - - / ' _ _ - (MANAGED) INV. 1N=694.04' 15"RCP / INV. OUT=693.94' 15"RCP 0 20' 40' ADA GRADING DETAIL b ALE: 1" = 10' V)V\ D O VM DO Architects vmdo.com 434.296.5684 200 E Market Street 2000 Pennsylvania Ave NW Ste 7000 Charlottesville, VA 22902 Washington, DC 20006 �000000 • TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • rbemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 Checked By Designed By Drawn By E: an D. Cichocln 'Z Lie. No. 53741 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 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 6 WPOAMENDMENT#1 28.MAY.2021 7 WPO AMENDMENT #2 24.AUG.2022 8 MINOR SITE PLAN AMENDMENT #1 24.AUG.2022 9 MINOR SITE PLAN AMENDMENT #1 RESUB. 24.00T.2022 GRADING SPOT SHOTS PLAN C5.2 1 II I II II II II IROCK I \\ARMOR I \ROCKARM�R I I I I I\ \ \ I II 1 w x "lit I I I I I I I 1I k\\\ J I II 1 I II I I I \- -1, ,` 68�OT � 68$73' \\ II II I I I / 689.37' �_ _ I I I I I I I \ I I I 00o', 69 689.85, 1 (OD 1 I I I I \ 1 1 1 O O I 689.15' r If I . I I 689.67' \ I I I I I I 89.6' \ I I I I I \ I I 1 69 . 2' 1 689.95' I 690.4 \ I I I I I I I \ l \ I I I I \ I \\ \ I 690.41' I I I I I I I I LX 90.62' I I \ 690.70' I ICIO 0 IC I I \ I II TC c \ \ I I I ' 689.OT/ 1 '0 � 00000 1 \ 1 TO I 11 TIC TC 1 a / I 1' / \ 1 1 I I I / I \ \ , 690.4/9'00 689.87' 6>�8.83' I I 1 1 _ \ 688.92' I 309 1 \\ I N'to 1 / 1 688.50' Il 6e) r0 I I 'r 10 / I / RIM 1 \ \ \ co I g� , // 1 1 I I /680.91' 1 1 \ \ I 10 I ` I I TO 6 TC / I 31 \ \ I I I 690.40' \ 689.83' 688.6J. 688149' I I I \ \ \ I STLEEP SL PES / 1 I I tTC \ \ I (MANAG I CURB 1 I6 / O 6ICG7 A. 68 Ai If 690.9 8.23 STEEP SLOPES - II I i :I; :/ (CRITICAL SLOPES) - f ::: : { ::/; : / I I / \ \ 689.181 Q) HIP J 685.9' - j I I 689.3 / 689.86, / I I I ' I 689.29' _ I 690.35. 6 INV IN= 53.56' 15'':RGP (N): INV. 1N=6 3.:40' 12.'°HDPE:(Wl . INV. IVc2.84.:134':(BLD) :: l I I I INV. O -683:4p' 15"RCP / / i'�66-1 54' ,TC I \ / TC 691.64' / �TR�CN ITION: 692.00, \ 69/ I \ �'CG-6-CG-7 I I \ p' Q tl 691.8 / 690 J / 2 �I /.691.1 TC O I I I I L 92.20' I / G / r 69 I / 1 - - � / I I / / 692.57' TC \y - \ 692.94' 694.72 GP/ \ �P/�-i '/ 693 693.02' 681 GAME77 RAC y II I II I 684.74' 641' ' i ' �8423'- 11- 1 I it If 11 I / /IF If \ I I I / /I / / / , �� ,' / ' If If BLOCK Rf�TAINING I I WALL 1.0'AW) It It p If 1 ff EXISTING SOCCER FIELD \ I 'I''I' IfIf \\ \ STEEP SLOPES / (MANAGED) 11\ \ \ I \\ II I I I \\ \ \\ \� \\ \`\ TMP 56-64E \ I I 1 I 1 \ \ \\ 1 \ m COUNTY SCHOOL BOARD OF \ I I I I I I \ 1 \ \ \ 1 \1 ALBEM RL CO PG. 498 RGINIA \ \ \ I I I II II DB. 1098, PG. 703 ZONED: RA (RURAL AREAS) I , \ \ 1 `-------- III \ BSi 679.77'' 67sA 8r 679/' \ ' \675.04' 674.94' ` \ \ \ \ 1 z \ , \ \ 15" DEC \ \ �\ \ \ . \ \ c 1 "=20' N i80.8' \ \ 681 673.29' \ \ \ 1 \ \ 681.50• EDJ \ \ \ \ 673.19' e82-7s� - - zn7 - - - _ _r - - - - sg�.�•� eal.zs -- - -680 DEC \ \ I I \ \ 1 cn \ \ \ I I \ \ 1 \ \ (MANAGED) 68at, \\ \ \\ \ \\ \\ \ \ \ \\ I I \ \\ \ \ 1 1 ♦ , 1 1 \ \ \ \ \ \ \ 1 , \fie`?\ to ----------_L_____� `1 -�1 ---/ ----- --- /----=-=11 \ 681.17-� /7 \11 II I \ \ \\ 1 \ 8b2\ \ \ \\\\ \\ can 1VVi•"DEC\ \ \ \ \\\\ \ / ♦` / 683.32I 68017' S 683.27' \ -�� ��\ --- i iS\J9.95' l\ \\ \\ \ \\ \\ \\ \ \ \ \\\\\ I u) 0 \\�� 68327' _ - _ 2 9 680.92 \ \ 1 , \ \\ / 90, SA ERSEWER EASEMENT \ \' \ \ \ \ \ \\ \ \ \ ORALARLECOUNTY \ \ \ \ \ \\\ 1 \ END / O / 68738 -/- - - X / 087 03,- / � .99' ' / '� 1 688- / / 1 689 = 87 5P - 687.8s61// / 0 �s � �-11r � � ■ 72 DEC 69 9 / 6r 1 89.? 6\ / ` / / - / 692.8fi / /. ,69r \ - ' 231 r / / b 693-1 .86, 692.96' I \ \FGND I 693.42' s.4l p r- 1 44ZP-692 83' T=689.90, 682 - ��� 680.45" ` ` \ \ RVIC AUTHORITY \ \ \ 0,RIM \ \ I D . 976, PG. 96 \ \ \ 1 i 83 � ssoss' � 1 ro \ \ 1 � I \O \ \ \ , � \ 675.91\ 680.29' 6802 1 \I cp \ ...ap 6909 sso.2s' \ \ \ \ \ \ \ \ \ \ O \ \ \ sso.zs' \\ / 11 O 678.8 690.z8' \ \ \ \ \ \ \ \ \ \ \ \ MATCH INE -SEE SHEET�5.2 mill R!t 111111111 690.28' \ \ \ \ \ \ \ \ \ 678.02' 7.43 \ 678.08' \\\ .Lb67 677.58' s\\ \ \ \ \\ \\ \\ \\\�V. 6�8 61g 677. \ \ 8"DEE7.47 uI- �T\� \\ \ Zs'' \ \\ \ \ \ U\ \\ \ I ICOUV NI \ I' \ a vc \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ / y\\ \ INV.-�c7 84' 12"Dkc \ ��// \ \ \ \ \ S, \ \ \ \ I I I I \ IfI14E1"=20'I \ \ \ \ \ s \ \ \ ® I 1 I \ \\ \tea \ \ \ \ 1 \ a a a a + \ \ \ I \ V h\ I VM DO Architects vmdo.com 434.296.5684 200 E Market Street 2000 Pennsylvania Ave NW Ste 7000 Charlottesville, VA 22902 Washington, DC 20006 ■■000 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. rbemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 Checked By Designed By Drawn By E: yan D. Cichocln Z Lie. No. 53741 *1 k91".14VI 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 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 6 WPOAMENDMENT#1 28.MAY.2021 7 WPO AMENDMENT #2 24.AUG.2022 8 MINOR SITE PLAN AMENDMENT #1 24.AUG.2022 9 MINOR SITE PLAN AMENDMENT #1 RESUB. 24.00T.2022 GRADING SPOT SHOTS PLAN C5.3 CLEANOUT 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) 7n5 INTERNAL DROP CONNECTION- CLEANOUT ;TA 12+23.8 INV IN 691.42 (14-13) INV OUT 691.42 (13-12) CLEANOUT ;TA 12+19.7', INV IN 691.32 (13-12) INV OUT 691.32 (12-11) CLEANOUT STA 12+52.78 TOP 698.24 INV IN 691.97 (15-14) INV OUT 691.97 (14-13) CLEANOUT STA 12+79.51 15 TOP 698.74 INV IN 692.62 (16-15) INV OUT 692.46 (15-14) CLEANOUT 16 STA 12+89.17 TOP 699.17 INV IN 692.86 (GT-16) 7n5 CLEANOUT INV OUT 692.8 (16-15) 11 TA 10+89.35 OP 694.56 NV IN 688.71 (12-11) NV OUT 688.71 (11-10) f 700 700 EXISTING GRADE PROP SED / 695 GRADE EXIS ING 695 LINE i rL � 690 i P OP. 8" 690 2-11 WATERLINE OF 13.01' OF A3).43 14-13 4" PVC 1" COPPER 2 ()00/0 .94' OF @ 0.50% 10- \// MH WATERLINE 6" PVC 16-15 685 1.5 1.89% 9.66' OF 685 6 PVC 15-1 4" PVC @ 2. 0% 26.73' O @ 2.50% 11-10 6" PVC 74.24' OF @ 1 850 6" PVC 680 EXISTING 12" @ 2.00% 680 HDPE TORM EXIST] G 8" PVC SANITARY SEWER 675 675 WELL SUPPLY AND RETURN LINES 670 670 665 665 9+50 10+00 11+00 12+00 13+00 SSWR 15 - EXISTING MANHOLE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 CONNECTTO WATERLINE. VERIFY L AND EL WATER CONNECTION NOTES: 1. CONTRACTOR SHALL CONTACT ACSA PRIOR TO THE START OF ANY WATERMAIN CONSTRUCTION FOR A PRE CONSTRUCTION MEETING. 2. DISRUPTION TO THE SERVICE TO THE WATER METER AND FIRE PROTECTION OF THE EXISTING SCHOOL SHALL BE MINIMIZED TO THE MAXIMUM EXTENT PRACTICAL. IN NO CASE SHALL THE SERVICE BE DISCONNECTED LONGER THAN 48 HOURS TO MAKE THE REQUIRED CONNECTIONS FOR THE WATERMAIN RELOCATION. THIS WORK SHALL OCCUR DURING NONESSENTIAL HOURS OF THE SCHOOL. THE CONTRACTOR SHALL CONTACT THE OWNER IN ADVANCE OF THIS CONSTRUCTION TO COORDINATE EXACT DATES AND TIMES FOR THE WORK TO OCCUR AND WHEN SERVICE MAY BE DISRUPTED. 71n 14+00 14+50 71n 705 705 EXISTING PROPOSED 700 GRADE GRADE 700 8" DIP WATE RUNE 695 3.5' MIN. 695 EXISTING CONNECT TO EXI; DCATION WATERLINE. VERII =VATION. 2'1 AND ELEVATION. 690 690 PROP. SANITARY SEWER 12-11 685 z 685 M Of w z Q � ~ xU)x W co 680 031- 680 w �z o m m ma w 675 rn v v 00 675 TING =Y LOCATION 9+50 10+00 11+00 12+00 WATERLINE RELOCATION PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 DOGHOUSE MANHOLE STA 10+00.00 9 TOP 675.59 INV IN 667.85 (Ex 8" PVC) INV IN 670.31 (10-9) INV OUT 666.75 (Ex 8" PVC) RRS INTERNAL DROP CONNECTION - RR5 EXISTING GRADE 680 680 PROPOSED GRADE 675 675 BUI DING - 10 36. 9' OF 670 670 1 9 @ E.00% 4 .39' OF 6' PVC 8.00% 665 665 660 660 655 655 7n5 7n5 700 700 695 695 690 690 EXISTIN GRADE BEN 685 1 685 T MIN FIRE HYDRANT 6" TAPRING SLEEVE: AND VALVE 1' MIN 680 680 EX 18" STORM PIPE 15 " CLASS-52 IP 675 675 670 670 665 1 665 9+50 10+00 11+00 11+50 9+50 10+00 11+00 11+50 SSWR 10 - SSWR 9 FIRE HYDRANT PROFILE HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 7n5 7n5 700 700 EXISTING PROPOSED GRADE GRADE 695 695 UILDING / L � 690 _1 Y PROP. SANITARY 690 EWER 11- 10 1 " HOPE 6.6' TORM 685 4' MIN 685 V MIN 680 Tox6" 680 G /GR (GEOTHE MAL) PIPING ( P.) (11) 4" G /GR (GEOTHERMAL) PIPES (48" MINIMUM EX 8" PVC SEWER PIP COVER). SEE SHEET M800. SEE SECTION ON SHEET M801 675 675 VAULT. 31EE DETAIL ON TIE SUP 3LY AND SHEET M802 RETURN LINES TO GEOTHE RMAL WELLS STEM. (SEEM PLANS) 670 670 665 NOTE: SEE MECHANICAL SPECS FOR PIPE MATERIALS. 665 9+50 10+00 11+00 12+00 13+00 14+00 GEOTHERMAL WELL SUPPLY PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 15+00 PROFILE SCALE V hx I ) O VMDO Architects vmdo.com 434.296.5684 200 E Market Street 2000 Pennsylvania Ave NW Ste 7000 Charlottesville, VA 22902 Washington, DC 20006 • AID •••` TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • rbemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 E: an D. Cichodn Z Lie. No. 53741 `0*191".14VI 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 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 6 WPOAMENDMENT#1 28.MAY.2021 7 WPO AMENDMENT #2 24.AUG.2022 8 MINOR SITE PLAN AMENDMENT #1 24.AUG.2022 9 MINOR SITE PLAN AMENDMENT #1 RESUB. 24.00T.2022 UTILITY PROFILES C73 V)VX I) C) VMDO Architects vmdo.com 434.296.5684 __00" OHP- �� OHP vv i1 79.9; 79A 720 720 715 715 EIGHT OF OBJECT = 3.5' EIGHT OF EYE = 3.5' 710 SDR - 390' 710 _ _ _ _ _ _ _ \ \ PROPOSED 705 _ GRADE 705 --�- — 3,90, HEIGHT OF OBJECT 3.5' 700 \ \ 700 \ \ 695 \ 695 EXISTING \ GRADE \ 690 690 685 685 9+50 10+00 11+00 12+00 IVDOT SIGHT DISTANCE PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 I I III I I III I I I I I I I I 699/ I I II ; II CO I I I I CL I I III I 702— I II �I II I I I 703 7( OHP 0 7��, ONI IL3il� }" aNP X 12+00 " S� p T� E RIGHT 390' J\ 0% J i dl� I 16+00 17+00 18+00 18+50 PROFILE SCALE pEm on I, -_VAN �' II,I-11♦IIIIIIIIIIIIIIIII, rw E \'�. , A`, • • 1 •III 12" DEC / OF VFO PR OSED BUS ENTRANCE - SS THAN 50 TRIPS PER DAY 15+00 15+ _�--I-- SIGHT DISTANCE LEFT - 390 0 16+00� II P I V Yi UFO 0 _1 +7 79.95 4-4 Now now Now also �UFO� f Ssoon �UFO� _UFO OHP— OHP— �UFO� OH� / E8 OVN SCALE 1 "=30' 0 30' 60' 200 E Market Street 2000 Pennsylvania Ave NW Ste 7000 Charlottesville, VA 22902 Washington, DC 20006 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. rbemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 Checked By Designed By Drawn By E: an D. Cichodn Z Lie. No. 53741 `0*191".14VI 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 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 6 WPOAMENDMENT#1 28.MAY.2021 7 WPO AMENDMENT #2 24.AUG.2022 8 MINOR SITE PLAN AMENDMENT #1 24.AUG.2022 9 MINOR SITE PLAN AMENDMENT #1 RESUB. 24.00T.2022 VDOT SIGHT DISTANCE PROFILE C8.l B I� fB Qy�y SCALE 1 "=60' 0 60' 120' L\ \1 I 1 1 1 I I j \ �� oD m I 6g0 CID( > � � I Zo I II I vim, I � II I II � II I l n 20249 S� I I I �\ \ • \\ I I I'' I • VI I (1) ACE RBR (8) QUE PHE v - _ G�� \ • (5) BET RIV I i r 1 11 60111SF EXISTING SOCCER FIELD V II A v 1279825E- �\ I I I I \ \ \ \ 1 I III I 1 \ / IIIII \ \ \ 1 111jI 1 \ I I I I \ \ \ \ \ \\ 1 t o Z I \ \11 1 1 � vv PLANT KEY TREES BOTANICAL NAME ACE RBR ACER RUBRUM BET RIV BETULA NIGRA GIN PSG GINKGO BILOBA'PRINCETON SENTRY' NYS SYL NYSSA SYLVATICA PLAOCC PLAT ANUS OCCIDENTALIS QUE PHE QUERCUS PHELLOS TIL COR TILIA CORDATA EVERGREEN TREES BOTANICAL NAME JUN EAS JUNIPERUS VIRGIN IANA FLOWERING TREES BOTANICAL NAME COR FLO CORNUS FLORIDA SHRUBS BOTANICAL NAME CAL ATH 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 FUR ECHINACEA PURPUREA HYP CAL HYPERICUM CALYCINUM RUD HIR RUDBECKIA HIRTA SED AUT SEDUM X 'AUTUMN JOY' LANDSCAPE PLAN 794 F l l �i �SP� I ' '�AI1296SF V 1 ,� r / 1 �� / Il I * I! i j�------ 9 - ( �. ,/r MEADOW PLANTINGS 12,901 SF -- -- --__ =="r� I �: v I °�v `v A vvvvvVI rrr r SEE SHEETL2.0 SEE SHEET CANOPY COVERAGE AREA I L1.1 FOR DETAIL \ \ / 1000 SF�� p \ LANDSCAPE PLAN , r� I i �,. =� � \ \ \ J�� EXISTING TREE RELOCATED 8X8 SHED v\ 1 I / l A vV-� $ I � v � �� � 6$fir '- -r��.��R�\\ '\' � • \ .\sJ p I� �v V A v v ` � � \\\\VA II I 68 v I / \ • I =FRS �) 8) GIN PSG 8gO 8_ V����,A ° 3 NYS SYL _ v v v 89i SF8— ���\ v�v� ��.. O .j (1)PLAOCC vv vv v A v1vvvv11 z • V' JI — �' — — _ %690 A ' ` • 1376 SF1� V\ \\ / v —�± y V A A � A S V \ V\ \ V I N I n 0 \ v SFV \ \ \ \� v - v � �26 V A A \ � \ I\ I 266 9 n 315 SF� _ ADD ALT. 1 PLAN SHOWN. REF. CIVILlyp \ O O"71 S I SHEET C9.0 FOR BASE BID CONDITION +t O MEADOW \\ \ co? SEE SHEET L1.2 FOR PLANTINGS © '� ADD ALT. 1 - COURTYARD _ DETAIL LANDSCAPE PLAN BUILDING - ADDITION A EXISTING SCHOOL BUILDING (42)JUN EAS ' I I 1v v v Am "e�cr 9 I \ _ BUILDING ADDITION ADD ALT. 3 AND 4 PLAN SHOWN. REF. CIVIL SHEET C9.1 FOR BASE BID CONDITION 0i ;98 (3) COR FLO / / _ �■ Qa 10A /V r v �� .. 703 �33 F - �'v � / II v - � 1� / , Iri _ a T' o ® s ® �) GIN PSG 11 i , / v vv�v v v (3) JUN EAS ® ® ,® — • v v / r ,/ / A p I_ w w ® —�°w w ®�10 _��°�3) BE RIV v I v� / , r \ \ I /l e � e e e �' � •• v Iv vI � 1�v v\v �v )F 30 N_ 888- Vvev Wo vvv 81 I I i V A v r AAA A v 6 Al SEE HEET - • I \� • �i i,A SEE SHEET S S •• I A ,/ / r , L1.1 FOR DETAIL (28) CAL ATH I L1.1 FOR DETAIL - V r rrr r A LANDSCAPE PLAN \ Vv (9) PLA OCC _%�) LANDSCAPE PLAN (41) SED ALITv v vv / r ,/ / (5) QUE PHE 0 0/ (39) ILE RED ssg 21D•1HIP 1 w v v V A\ \ V/ // / V� �1 VAV\V v I (65) PAN SHD `\ \\ �I 292 SF \ (11) ILE GLA -,� (1) NYS SYL 683 • ;(149) JUN EFF j / ( (1) QUE PHE I I \ (8) ILE RED ' V� rn A A , . , / �r 53 SED ALIT _ 1 v ­C" EXISTING TREE 118 PAN SHD 37 / p 42 ILE GLA /rn n 1 i 10� �(30) ILE DWA (5) ILE RED-— c7 �� ( ) 'I / v "F v r r A v SEEDLINGS TO BE + - - - ( ) ( )SED AUT �� 1/ a_a3o o (34) ILE DWA y i y,� \\ UNDER -PLANTED � r _ 1 - �� / I v v �8 err rr WITH MEADOW \� VI A\I d --- - % $ / A - -� V� O I (1) ACE RBR rr / / ,� (7) BE RIV + )+\ 82 \ \(26) CAL ATH �ri �J> - - - - - - �7 r' F 1067 5F 6,4618�2 SF 482 or I r — — i u — n • — / i — — _ _ _ _ _ _ _ _ _— r— — (97) HYP CAL ` ac I • (4) ACE RBR (103) PAN SHD - - - - \ - (86) PAN HEA- S • 70� O _ - (92) ECH FUR (33) PAN SHD (24) ITE SPR - -Ii -(20) ITE SPR v (77) RUD HIR v ` (71) JUN EFF v v EXISTING TREE TO J Vim• ` - (27) SED AUT \ \ \ �(14) ITE SPR 6� (3) ACE RBR -_ \ REMAIN - TYP. - - - '�'� i� \��\ \ \ \ \ �- �- V E N U E - - -uFo � s UFO OWNS � - _—_--__— —5--- _ T70� ►o ► _✓ _ —A_UFoi v_ o v C oHP aru _ --u & o — — _ _ __ FO - \ — 700 J _ L — — �j — O�J — —_WF /(b 11 7 _ \ \ ' I / ONE I _ �i0 —dH - v I �v / w / I _—UP _ —�� �i� OHP ' — \SOS\OHP y. v 9AP / I / * / v — VUFO A / i / \ 1 4 - \ -- / - -UFO - _ �� �— i OHP / SCA E 1 "=30' / i - - - �` — Op �1rr / 0 30 ■ /Q PARKING LOT LANDSCAPING 3,965 SF V)V\ D O VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com 0000 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. rbemarle 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 SCOTT W. WILEY No. 1629 i, 08/2412022), S. WILEY M. RACHNER M. RACHNER 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 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 6 WPO AMENDMENT #1 28.MAY.2021 7 WPOAMENDMENT#2 24.AUGUST.2022 8 MINOR SITE PLAN AMENDMENT 24.AUGUST.2022 OVERALL LANDSCAPE PLAN LlnO 11-1.1 DETAIL PLANT KEY SHRUBS BOTANICAL NAME CEP OCC CEPHALANTHUS OCCIDENTALIS CLE HUM CLETHRAALNIFOLIA'HUMMINGBIRD' COR KEL CORNUS SERICEA'KELSEYI' HYDMUN HYDRAN GEA QUERCIFOLIA'MUNCHKIN' ILE GLA ILEX GLABRA ILE RED ILEX VERTICILLATA'RED SPRITE' ITE SPR ITEA VIRGINICA'SPRICH' TM GRASSES BOTANICAL NAME CAR APL CAREX APPALACHICA CAR MRO CAREX MORROWII CAR PYL CAREX PENSYLVANICA DES GOL DESCHAMPSIA CESPITOSA'GOLDTAU' JUN EFF JUNCUS EFFUSUS PAN SHD PANICUM VIRGATUM 'SHENANDOAH' SPO HET SPOROBOLUS HETEROLEPIS PERENNIALS BOTANICAL NAME HEU ALIT HEUCHERA VILLOSA'AUTUMN BRIDE' HYP CAL HYPERICUM CALYCINUM IRI VER IRIS VERSICOLOR LOB CAR LOBELIA CARDINALIS MONMCX MONARDAX'GARDENVIEWSCARLET' OSM REG OSMUNDA REGALIS RUD FUL RUDBECKIA FULGIDA FULGIDA SED AUT SEDUM X 'AUTUMN JOY' � I I ` I � I � I I I I � I I � I I I I (52) CAR PYL (52) OSM REG (65) CAR PYL JI 1 SCALE 8"=1'o" r ', a i 0 8' 16' ;./ \(8) HYD MUN (3) ILE GLA (60) SED AUT--�� (10) ITE SPR BUILDING ADDITION FOUNDATION PLANTINGS BIORETENTION FACILITY 2A PLANTING PLAN \ 61 8� TURF \ SEE SHEET L1.0 / I FOR TREE / PLANTINGS I / 1 1 I� / I /� 11 I 11111141111" all iii Mimi III aa2�ryry".�(IJ,,��.f�. • v'Ii�wf.g - -- a-�te. i' ' 1rs _��T�"` .•�„ /r//"//////'/' 7iiiiui///i// /v. a�=�iL�F„�,��s-��.._ .,cS�P:�+t:`+�f►w. :+`�:+':c+�:;+�:r+♦�J'r:+♦J`�+J:+�`++;'.+�`++```'�C:`� ';`� �•.•:f�`i:`f��i:1�fi:•��°i:.f+�°i°..: +i°.•i•.`>f.••f°i:.1:++i:..��i+.::�i°iG°:•••i+•:G•ifi:+�ifii•�:fis••�:::°•°•:•:++••:•:•fa:•:•1/i .:.•:f�•"�.1®rf\•:�`I�.te''�om�.-/r+�'.'�' MANS -IA 0 IM 1 _44 /I � I� �/ \ ♦off+�f�of•♦ � � �"' 1 �fff°.ffff.�+ \� `� • :•:•�:::•:i ya . • a°ff • . f•G+i• f 1 9•..... � y 1FAwl/A o /I TREE .40 SEE SHEET 1.0 FOR TREE / / / ♦ PLANTINGS •.I 4�. / / v I i 4f q 128 RUD FUL' T�T�I (116)SP0HET (106) SPO HET — 675 (44) LOB CAR(36) JUN EFF 44 LOB CAR f (36) JUN EFF ' (44) LOB CAR I —I —I ILL T TILT I / 40p I-1— 111 T111L—I—I—I TrITrr1— II > — _• ,�TLjj(36) JUN EFF jTURF00 L Oil 00 i . . I I ✓ I —I —I �T1—I I (29) ILE RED f r/. ' f f I rl I4-1TL , — (44) LOB CAR I (36) JUN EFF / / �100 �. . . o,i — 10000 00. 00 00 f . . `ff/ , I I / I \I I N I / I I 1 I i 1. N . 61) SPO HET I 102) RUD FUL' N . 64) SPO HET/ N' ' 61 I � . / . r 4f r I. . 01 i r 00 . y ' ,�. r/ .'.300 . CAD Am no r 00 ' \ o SCALE 1/8"=1'0" PLAYGROUND PLANTING PLAN D 8' 16' V hX D O VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com 0000 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • rbemarle 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 SCOTT W. WILEY No. 1629 i, 08/2412022), S. WILEY M. RACHNER M. RACHNER 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 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 6 WPO AMENDMENT #1 28.MAY.2021 7 WPOAMENDMENT#2 24.AUGUST.2022 8 MINOR SITE PLAN AMENDMENT 24.AUGUST.2022 DETAIL LANDSCAPE PLAN Llml ADD ALT 1 - COURTYARD PLANT KEY SHRUBS BOTANICAL NAME CDR KEL CORNUS SERICEA'KELSEYI' HYD MUN HYDRANGEA QUERCIFOLIA'MUNCHKIN' ILE RED ILEX VERTICILLATA'RED SPRITE' ITE SPR ITEA VIRGINICA'SPRICH' TM GRASSES BOTANICAL NAME CAR APL CAREX APPALACHICA CAR MRO CAREX MORROW] SPO HET SPOROBOLUS HETEROLEPIS PERENNIALS BOTANICAL NAME HEU AUT HEUCHERA VILLOSA -AUTUMN BRIDE - EXISTING SCHOOL BUILDING EXISTING TREE (4) ILE RED (9) HYD MUN (27) SPO HET L \ \ 1 I \\ \ \ BUILDING ADDITION YLxxm1?�Y j�w-o �1/M•Yaiil� WNW _ . : .ai Lam_ APL A010 a a Z ° \. .... ...__ ........... a ,�\,\ �(6) ILE RED TURF SEE SHEET 1.0 FOR TREE PLANTINGS ADD ALTERNATE 1 - COURTYARD PLANTING PLAN 1 r BUILDING ADDITION I 88 OVN SCALE 1/8"=1'0" 0 8' 16' V)VX D O VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com •0000049 • TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. emarle 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 SCOTT W. WILEY No. 1629 i, 08/2412022), S. WILEY M. RACHNER M. RACHNER 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 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 6 WPO AMENDMENT #1 28.MAY.2021 7 WPOAMENDMENT#2 24.AUGUST.2022 8 MINOR SITE PLAN AMENDMENT 24.AUGUST.2022 DETAIL LANDSCAPE PLAN L1n2 FLIII 1 ' i r4l, M11 Professional Erosion Control Seed Mixture a 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. Duran 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 low maintenance cool & warm season turfgrass. Duran 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 stolonifoms growth to hold soils in place • Durana White Clover fixates atmospheric Nitrogen for reduced fertilizer requirements Where to plant. Primary Adaptation ] 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 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 Mixture: 50% Turf Type Tall Fescue 75% Turf Type Tall Fescue 40% Unhulled Serecia Lespedeza l l% Annual Ryegrass 10%Durana White Clover 9%Unhulled Serecia Lespedeza 5% Durana White Clover Seeding Rates: 50-200 Ibs / acre (22.7-90.80 kgs / hectare) P.O. BOX 290 ` MADISON, 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 % SCII&RChyrium sCoparium, Itasca; MN Ecotype Little Bluestem, 'Itasca', MN Ecotype 10.41 20.00 % Elymus virginicus, Madison' Virginia Wildrye,'Madison' 5.40 7.00 % Carer w1pinoidea, PA Ecotype Fox Sedge, PA Ecotype 24.00 5.60 % Chasmanthium /ahfdium, WV Ecotype River Oats, WV Ecotype 80.00 5.50 % Echinacespurpurea Purple Coneflower 36.00 3.00 % Chamaeaista fasaculata, PA Ecotype Partridge Pea, PA Ecotype 6.00 3.00 % Coreopsislanceolata lanceleaf Coreopsis 24.00 3.00 % Panicvm dandesdnum, Toga Deertongue, Ttoga 16.84 3.00 % Penicum d9dulum, PA Ecotype Redtop Panicgrass, PA Ecotype 48.00 3.00 % RudbecHa hirts Blackeyed Susan 20.00 3.00 % Verbena hastata PA Ecotype Blue Vervain, PA Ecotype 32.00 2.00 % HeAposishelianthoides, PA Ecotype Oxeye Sunflower, PA Ecotype 28.00 1,80 % Asdepiasincamate, PA Ecotype Swamp Milkweed, PA Ecotype 160.00 1.00 % Carexscoparia, PA Ecotype Blunt Broom Sedge, PA Ecotype 72.00 1.00 % Senna hebecarpa, VA & WV Ecotype Wild Senna, VA & WV Ecotype 24.00 0.60 % He/enium autumna/e, PA Ecotype Common Sneezeweed, PA Ecotype 180.00 0.50 % Aster novae-angliae, PA Ecotype New England Aster, PA Ecotype 360.00 0.50 % Asterpremnthddes, PA Ecotype Zigzag Aster, PA Ecotype 360.00 0.50 % Baptisia austrafrs, Southern WVEcotype Blue False Indigo, Southern WV Ecotype 80.00 0.50 % iWanthemum tenuifolium Narrowleaf Mountainmint 140.00 0.50 % Zizia aurea Golden Alexanders 24D.00 0.40 % Monardafistulosa, Fort lndiantownGap-PA Ecotype Wild Bergamot, Fort Indiantown Gap -PA Ecotype 80.00 0.30 % Eupatodum perfoltatum, PA Ecotype Boneset, PA Ecotype 160.00 0.30 % Juncus tenuis, PA Ecotype Path Rush, PA Ecotype 66.00 0.20 % Juncus effusus Soft Rush 40.00 0.20 % Sclidago nemoralis, PA Ecotype Gray Goldenrod, PA Ecotype 360.00 0.2D % ScAdago rugosa PA Ecotype Wrinkleleaf Goldenrod, PA Ecotype 420,00 100.00 % Mbt Price/lb Bulk: $31.12 Seeding Rate: 20 Ib per acre with a cover crop of grain rye at 30 lb per acre Stormwater Management; Uplands & Meadows The native perennial (orbs 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 Checklist- To be placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) I. ile following Items.-sfisll wyana on the plan:. ® Trees to be saved; -- 0 Limits of clearing (outside dripfine of trees to be saved); 0 Location and type of protective fencing; Id Grade changes requiring true wells or walls; ® Proposed trenching or tunneling_ beyond the Limits.. of clearing. 1. Markings: 0 All trees to be saved shall be mar ' ked svrtb punt or ribbon at a height clearly visible to equipment operators. ® No grading shall begin until the tred marking has been inspected and appmvai bya County Inspector. 3. Pre -Construction Conference: ® Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Eg foment Operation and Storage: ® Heavy equipment, vehicular traffic and storage of construction materials including Soil shall not b0 p&mithil within the driptines oftreesi to be saved. S. S•il.Erusion and Stormwater Detention Devices• Such devices shall not adversely affect trees to be saved Q Fires• ® Fires are not permitted within 100 feet of the dripline ottmes to be saved. 7. Toxic Materials: ® Toxic materials shall not be stored within 100 feet of the dripline of tmes.to be saved. S. Protective Fencing: 0 Trees to be retained within 40 feet of a proposed building m grading activity shall be protected by fencing. 0 Fencing shall be in place and shaall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: ® When the gro and level must beraised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. -- 10. Tree Walls: 63 When the ground level must be lowered within the dripliue a tme to be saved,'a tree wall shall be provided; and a construction detail submitted for approval, - 11. Trenching and Tunneling: ® When trenching is required within the limits ofelearing, it shall be done as far away from the Croaks-ditrees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching wild destroy feeder roots. 12. Cleanup: m Protective fencing shall be the last items removed during, the Seal el, Pmm p. 13. Damaged Trees:: ® Damaged tress shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist NOTE: IT IS THE DEVE E 'S RF,SPONSIRILFTY TO CONFER WITH THRCONTRACTOR ON TREE CONSERVAhlippit REQUIREMENTS. I �`- CONTRACT PURCHASER SIGNATURE (DATE) _ 5/1/06 Page 1 of 1 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 TOP Y3 OF BALL BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER • SCARIFY BOTTOM AND SIDES OF PIT 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 1 SET ROOTBALL FLUSH TO I 1-2" HIGHER IN SLOWLY SOILS. DO NOT COVER TI THE ROOTBALL` ROOTFLARE SHALL I ABOVE FINISH 1:1 SLOPE OP 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 REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING 2-3" MULCH LAYER, KEEP AWAY FROM TRUNK 1" COMPOST LAYER GENERAL NOTES 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 NYSSA SYLVATICA SOUR GUM 2.5" CAL. B&B 151 SF 604SF PLA OCC n PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 2.5" CAL. B&B 1362SF 21792SF QUE PHE 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 MIN. INSTALLED SIZE IROOT ICANOPY I CANOPY TOTAL JUN EAS 145 1 JUNIPERUS VIRGINIANA EASTERN RED CEDAR T-8- HT. JB&B 120SF I 900SF FLOWERING TREES I QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE IROOT CANOPY I CANOPY TOTAL COR FLO 3 CORNUS FLORIDA EASTERN DOGWOOD 1.5" CAL., 6' HT. MIN. IB&B 1124SF I 372SF = 43551 SF SHRUBS BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT SPACING CAL ATH 54 CALYCANTHUS FLORIDUS'ATHENS' ATHENS SWEETSHRUB 24" HT./SPRD. CONTAINER 48" o.c. ILE DWA ILEX CORNUTA'DWARF BURFORD' DWARF BURFORD HOLLY 24" HT./SPRD. CONTAINER 48" o.c. ILE GLA 53 ILEX GLABRA INKBERRY HOLLY 24" HT./SPRD. CONTAINER 48" o.c. ILE RED 2 ILEX VERTICILLATA'RED SPRITE' RED SPRITE WINTERBERRY 24" HT./SPRD. CONTAINER 48" o.c. ITE SPR 58 ITEA VIRGINICA'SPRICH' TM LITTLE HENRY VIRGINIA SWEETSPIRE 24" HT./SPRD. 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 PANICUM VIRGATUM 'HEAVY METAL' HEAVY METAL SWITCH GRASS 3 GAL. CONTAINER 24" o.c. PAN SHD 319 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 RUDBECKIA HIRTA BLACK-EYED SUSAN 1 GAL. CONTAINER 18" o.c. SED ALIT 158 SEDUM X 'AUTUMN JOY' AUTUMN JOY SEDUM 1 GAL. CONTAINER 18" o.c. PRE -CONSTRUCTION • 1. 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 SEWERNVATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. • 2. 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. • 3. 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 VVITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. OR BRANCH TIPS • 4. PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE VVITH DETAILS AND CONTRACT SPECIFICATIONS. • 5. 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 • 6. 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 2-3" MULCH LAYER TO EDGE OF CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" DRIPLINE. KEEP 4-6" AWAY FROM • 7. 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. 0 8. 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 • 9. 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 CUTAWAY ALL BALLING ROPES. REMOVE BURLAP OR INSPECTIONS/GUARANTEE WIRE BASKET FROM TOP t/3 BALL. IF CONTAINER GROWN, REMOVEVE • 10. 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 • 11. 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. • 12. 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. • 13. REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. :W ROOT BALL 12 GAUGE 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 WITH 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. 7 HEIGHT VARIES WITH PLANTS 12" MIN. PLAN VIEW: L1.1 DETAIL PLANT SCHEDULE SHRUBS QTY BOTANICAL / COMMON NAME MIN. INSTALLED SIZE ROOT SPACING CEP OCC 1 CEPHALANTHUS OCCIDENTALIS / BUTTONBUSH 36" HT./SPRD. CONTAINER 96" o.c. CLE HUM 16 CLETHRAALNIFOLIA'HUMMINGBIRD' / HUMMINGBIRD SUMMERSWEET 24" HT./SPRD. CONTAINER 36" o.c. COR KEL 8 CORNUS SERICEA'KELSEYI' / KELSEYI DWARF REDTWIG DOGWOOD 24" HT./SPRD. CONTAINER 48" o.c. HYD MUN 17 HYDRANGEA QUERCIFOLIA'MUNCHKIN' / OAKLEAF HYDRANGEA 24" HT./SPRD. CONTAINER 48" o.c. ILE GLA 41 ILEX GLABRA / INKBERRY HOLLY 24" HT./SPRD. CONTAINER 48" o.c. ILE RED 157 ILEX VERTICILLATA'RED SPRITE' / RED SPRITE WINTERBERRY 24" HT./SPRD. CONTAINER 48" o.c. ITE SPR 97 ITEA VIRGINICA'SPRICH' TM / LITTLE HENRY VIRGINIA SWEETSPIRE 24" HT./SPRD. CONTAINER 36" o.c. GRASSES QTY BOTANICAL / COMMON NAME MIN. INSTALLED SIZE ROOT SPACING CAR APL 30 CAREX APPALACHICA / APPALACHIAN SEDGE 1 GAL. CONTAINER 18" o.c. CAR MRO 67 CAREX MORROWII /JAPANESE SEDGE 1 GAL. CONTAINER 18" o.c. CAR PYL 117 CAREX PENSYLVAN ICA/ PENNSYLVANIA SEDGE 1 GAL. CONTAINER 18" o.c. DES GOL 79 DESCHAMPSIA CESPITOSA'GOLDTAU' / GOLD DEW TUFTED HAIR GRASS 3 GAL. CONTAINER 30" o.c. JUN EFF 1589 1 JUNCUS EFFUSUS / SOFT RUSH 11 GAL. CONTAINER 18" O.C. PAN SHD 114 1 PANICUM VIRGATUM 'SHENANDOAH' / SHENANDOAH SWITCH GRASS 3 GAL. I CONTAINER 24" O.C. SPO HET 1374 SPOROBOLUS HETEROLEPIS / PRAIRIE DROPSEED 1 1 GAL. I CONTAINER 18" O.C. PERENNIALS QTY BOTANICAL / COMMON NAME MIN. INSTALLED SIZE ROOT SPACING HEU ALIT 87 HEUCHERA VILLOSA'AUTUMN BRIDE' / AUTUMN BRIDE CORAL BELLS 1 GAL. CONTAINER 18" o.c. HYP CAL 107 HYPERICUM CALYCINUM / CREEPING ST. JOHN'S WORT 1 GAL. CONTAINER 18" o.c. IRI VER 78 IRIS VERSICOLOR / BLUE FLAG 1 GAL. CONTAINER 18" o.c. LOB CAR 176 LOBELIA CARDINALIS / CARDINAL FLOWER 1 GAL. CONTAINER 18" O.C. MON MCX 34 MONARDA X'GARDENVIEW SCARLET' / GARDENVIEW SCARLET BEE BALM 1 GAL. CONTAINER 18" o.c. OSM REG 52 OSMUNDA REGALIS / ROYAL FERN 1 GAL. CONTAINER 18" o.c. RUD FILL 230 RUDBECKIA FULGIDA FULGIDA / ORANGE CONEFLOWER 1 GAL. CONTAINER 18" o.c. SED ALIT 60 SEDUM X'AUTUMN JOY' / AUTUMN JOY SEDUM 1 GAL. CONTAINER 18" o.c. L1.2 ADD ALT 1 - COURTYARD PLANT SCHEDULE SHRUBS QTY BOTANICAL / COMMON NAME MIN. INSTALLED SIZE ROOT SPACING COR KEL 8 CORNUS SERICEA'KELSEYI' / KELSEYI DWARF REDTWIG DOGWOOD 24" HT./SPRD. CONTAINER 48" o.c. HYD MUN 9 HYDRANGEA QUERCIFOLIA'MUNCHKIN' / OAKLEAF HYDRANGEA 24" HT./SPRD. CONTAINER 48" o.c. ILE RED 10 ILEX VERTICILLATA'RED SPRITE' / RED SPRITE WINTERBERRY 24" HT./SPRD. CONTAINER 48" o.c. ITE SPR 51 ITEA VIRGINICA'SPRICH' TM / LITTLE HENRY VIRGINIA SWEETSPIRE 24" HT./SPRD. CONTAINER 36" o.c. GRASSES QTY BOTANICAL / COMMON NAME MIN. INSTALLED SIZE ROOT SPACING CAR APL 30 CAREX APPALACHICA / APPALACHIAN SEDGE 1 GAL. CONTAINER 18" o.c. CAR MRO 67 CAREX MORROWII / JAPANESE SEDGE 1 GAL. CONTAINER 18" o.c. SPO HET 27 SPOROBOLUS HETEROLEPIS / PRAIRIE DROPSEED 1 GAL. CONTAINER 18" o.c. PERENNIALS QTY BOTANICAL / COMMON NAME MIN. INSTALLED SIZE ROOT SPACING HEU AUT 187 IHEUCHERAVILLOSA -AUTUMN BRIDE- / AUTUMN BRIDE CORAL BELLS 11GAL. I CONTAINER 18" O.C. 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 OTHERWISE NOTED PLANT 2-3" MULCH LAYER 1" COMPOST LAYER AMENDED SOIL MIX UNDISTURBED EARTH 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 3,886 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 43,551 SF(PROPOSED) + BE COVERED BY TREE 830,049 SF 830,049 /.10 = 83,005 SF 83,005 SF 175,841 SF(EXISTING) _ CANOPY 219,392 SF MEADOW PLANTINGS SCHEDULE MEADOW PLANTINGS SEE DETAIL #6 12,901 SF VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com •'�0000 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. rbemarle 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 SCOTT W. WILEY No. 1629 i, 08/24/2022)! S. WILEY M. RACHNER M. RACHNER 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 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 6 WPO AMENDMENT #1 28.MAY.2021 7 WPOAMENDMENT#2 24.AUGUST.2022 8 MINOR SITE PLAN AMENDMENT 24.AUGUST.2022 LANDSCAPE NOTES AND DETAILS CONSERVATION CHECKLIST NOT TO SCALE DECIDUOUS TREE - STAKING SPECIFIED NOT TO SCALE GROUNDCOVER/ PERENNIAL PLANTING NOT TO SCALE L2n0 REF. CIVIL DWGS. FOR I! I BASE BID AND ADD ALT. 5 --------- — — - ' - - \ 1 I I PLANS FOR I \ \ I I I ---------- --- r1/ / p BASKETBALL COURT \ I /I \ A II I EXISTING SOCCER FIELD _ I \� To�I v 6� 6g0� _ I 1 � 1 � � I II I I I � 1111 11 A v \V I � r / II III11 v III �� -�, i �pp `O V 1 I ' � . '1 co OCO'D� r�o co.o1 _ J \\ \ r I IA _ SEE SHEET L3.1 683, FOR PLAYGROUND �v A IX LAYOUT AND I V c / MATERIALS PLANv A u co" Cc I --�1:2, 0 0 RELOCATED 8X8 \ 1 CC SHED \ I ! i/r \ ` \\` \\-f 6g4 �\ �OOO ` Q I \ / � — -- — � ����v � p -- --� _-- 6898 yA���v vv v `v �III� / 688-- ��� v v 0 I — 689= Op A v 6'88 i '. / fj ' AV� V A _ / d 9/ I I I - 9Q i yamV A / _ �, -Ile r, \XA �80-- 5 i5O i5'( \ \ V \ __ A V ADD ALT. 1 PLAN SHOWN. REF. CIVIL \ \ I to I^ SHEET C9.0 FOR BASE BID CONDITION 0 � 9 /vp J- III vA v v \ `vvA�A�vvVv 1 \\ \ \ \ \ \ (- 69 -- / 9s�r — EXISTING SCHOOL BUILDING /� / X /II BUILDING ADDITION ADD ALT. 3 AND 4 PLAN SHOWN. REF. CIVIL SHEET C9.1 FOR BASE BID CONDITION I BUILDING 1 \I \ SEE SHEET L3 2 / X / / 1R ADDITION 1 FOR ADD ALT. 1 �Z - COURTYARD LAYOUT AND MATERIALS PLAN ^ / (D'Ile t j ' A 6' k s ADD ALT. 3 SEAT WALL Op -- ` `v v v I \ I i �n I ADDALT.4 _�. DINING TERRACE w s _SEE DETAIL 8, L4.0 - _I ,w �I v �v \ v vvv i / / SEAT WALL -SEE ® as a� ® A V \ \ \. DETAIL 3, L4.0 ri J' p Av N � , A / I A �\ V I — I 683 \ \ / -699 ` p A \ I ` ` AVA I / � - - v A �. A LL 0I, / �-�—-------------------------- 5- 700 A 1111 cc _ - I 1 h \ 68S \ \ \ \ 1 'k\ 1 _ _— 700 - -- - — I �\ \ \ I I — — — — - LANDSCAPE BED I - -- i / ' / I / / J I / n / / — — — — — — — — — '?9�-------.---�---� II / UYri _ k / - _ \ LANDSCAPE BED J F\ r / U " _ _ F U -UFO" —UFO NOUN Z -UFO oH P — WINE s ur__ OHF Now } - - _ v �UF _ 1- —OHP 7{2p J - 0 P _� _ - - - ; -i06 70�d - - - - - - ® -UFO P- N� �i F/ - 1 \ / f/ I / / / \ \ Q -- _ - - - �_ _� - / / _ OH . — - HP \ _ <�N- 0� v VUFO P O SA - / \ '- - - - / / O / / / / - UFO �O - _ _ — I I �� ' OFIW- / - / / S E1 SA \ r — T — - ` /oH 0 30 X y - 0 /P �- 6 . \ - _ -- VMDO VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com 0000 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 SCOTT W. WILEY No. 1629 i. 08/24/2022 �, S. WILEY M. RACHNER M. RACHNER 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 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 6 WPO AMENDMENT #1 28.MAY.2021 7 WPO AMENDMENT #2 24.AUGUST.2022 8 MINOR SITE PLAN AMENDMENT 24.AUGUST.2022 OVERALL LAYOUT AND MATERIALS PLAN OnO I 1 I I 1 I I 1 I I 1 I I 1 I 1 I I 1 I EXISTING SOCCER FIELD I / I I I I N / 00 1 I I I I I I I I I --------------------- ---------------------------- ASPHALT PAINT LEGEND I I I I \ COLOR 'A' =PALE YELLOW I \ COLOR'B' = LIGHT BLUE \ \ I I COLOR 'C' = ROYAL BLUE \ I I I I I \ \ v ■ ■ 4" TRACK STRIPING = WHITE \ \ *SUBMIT COLOR SAMPLED TO LANDSCAPE ARCHITECT \ \ *THESE ASPHALT COLORS ONLY APPLY WITHIN THE PLAYGROUND BORDER. THE PERIMETER TRACK IS TO \ REMAIN BLACK. / J I \ ------- / NOTE: - - PROPOSED PLAY EQUIPMENT BASIS OF ----- ,, DESIGN: BURKE ` I ADDITIONAL ACCEPTABLE MANUFACTURERS: \ ASPHALT TRACK / �' ✓ ✓ a KOMPAN v ` i A) / RELOCATED BENCH 4" WIDE PAINTED STRIPES / / �/ �� \ PLAYWORLD v Q / CONCRETE STEPS / \ \ I II /' o o / // /� I r ir� r :• - • '�• - ___ - ♦ - -I 1 678 �H—PAINTED =ASPHALT -FLUS\ OLOASH-PAINTED \ \ / 69P -0 / I // I ♦ �, \ I ... PAINTED ASPH_ `�� 681 LO_R ClFes\ ��\` \ >> { \ ._ ••� �- '-----=I - TEN�'NEWPLAYGROUND EQUIPMENT . SAND RELOCATED PLAYGROUND / v - it - - - - - - - - - - - - -� .� - - ... .. ••••• ♦� \ �\ ., / EQUIPMENT BY OWNER. \ PROPOSED ♦ �'-►� = -- •� \ \ ♦ _ / A A \ SWINGS 6$ A� / +r��----------------� /� / ♦� ��� \ �, v v --------- 6 �C----- ♦ ZONE RELOCA SWINGS / � � - --3 �- � FALL NE TED v 1 RELOCATED BENCH �� I I 1 ,/ // // 1 J - �l I V �' \ V ♦ v II 1 I EXISTING HOOP', A-S-PHALT TRACK PLAY EQUIPMENT I yP r I — \ArY _ ASPHALT CURB II I II / /1 RELOCATED EXISTING PLAY I ? II WOODCARPET EDGING I I / EQUIPMENT - ZIPLINE AND - 1 1 \ \ �Zb \ / ✓ \ ; PLAYGROUND 4/ ..... ... I li R 1 OPE CLIMBING STRUCTURE Y II 1 � v 1 BY OWNER I I I 1 FOUNDATIONS TO BE SURFACING - 1 / 1 LOCATED OUTSIDE OF 1 _ _ / /st -��II SANITARY EASEMENT 1� � 1 r 1 NOTEWOODCARPET-------------------, CUSTOM INTENSITY/ \ \ FALL ZONE \ C _ L4`0... 1 _ �- NATURE PLAYGROUND v I NPMENT ----—— I v I 1 EXISTING PLAY 1 AND RELOCATED PLAYGROUND - - PLAYGROUND - - - - - - \ v y EQUIPMENT �: 1 _ -� -EQUIPMENT BYDWNER SURFACING - - - / - 1 f � i / ° LANDSCAPE /I r BED V �� � � / I _� •.-�• • / �I .'.'.... . ' ♦, / FLUSH SPINETIC W/ SPEED LIMITER \ ♦ ••• PLAY EQUIPMENT \ I �� •••••►T.- ��� 1 I \ \ � � \ \A \ � • •��- r • g• I /��� I� A �✓�r- �.'.�--r--ly-.�--s-�-.-�-----.. COMET I PLAY �EQUIPMENT ® / \ METAL EDGING \ =wOW ° — — — ♦! �♦ `•�• ' Q 1 STONE DUST PAVING \ I \ � \\ � ',� � ��. i y-.� / -- � sa--_-_ ♦7�s♦ ___< _� \ 1 STUMPS - ALTERNATE 5 L40 \ FLus�• '+' - - - - \------- ---__- — - - �af� ,' SMALL AND LARGE \ _ \ L WOODCARPET i \\ / / / - - - _ ASPHALT CURB EDGING ♦! ��` PLAYGROUND . - 1 i FLUSH CONC. CURB '\ \ \ \ ♦ _ _ _ '1� �. ----- SURFACING- i v ♦ _ ,�_ / ASPHALTTRACK -- ! �� V�oNOTE - !� `RELOCATED BENCH ! F BY OWNER \ RELOCATED BENCH / ' ! ' � NATURE PLAY \ / � ! � �♦ - _ `e EQUIPMENT BY OWN IL \ ----- — r \ In 0686 v - ------ 682,��� A \ - - \ NATURE PLAY STUMP -SMALL j A. NATURE PLAY ROCK - SMALL I A" -- \\ NATURE PLAY STUMP -LARGE �� I O I: N, I �' - DEMONSTRATION - - --- = 6,, v v NATURE PLAY LOG TUNNEL �� ' i - > v _ ♦ ONSTRA I � _ � /NATURE PLAY STUMP SMALL \ �� �� •e• � I � I RAIN � NATURE PLAY ROCK -LARGE �� ... GARDEN / v j _ \ TT�\ 687 NOATURE PLAY \ v V!� .. - 7 v: \ 688 � v v EGlU�MENT�Y OWNER\\ � 0 /-- - - - - -- , 689 vv vvA\ vvv vvv v771 A� \ / \ 688 -- - - - -- a` \\ \ !+ R20' \ .O \ \ 0 \ I 58800 / v / / (Oi 69 &' v v vv v v v v v ` v _ '�♦' : I�. 00 / / / 4 _ � � v v A � V A v � ` ♦ �`r' r � � -tom �f � 2b /688 —692 v � I� I / V A II/!J\ � A. / � �r ' �-- v v v v v v vV v � � 67 � Ir\ \ \ 6' \V A v A v OVN \ \[ -�692� �v ' // v vv_ vv ` SCA E1"=10' V )V\ D O VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com 0000 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • rbemarle 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 SCOTT W. WILEY No. 1629 i, 08/2412022), S. WILEY M. RACHNER M. RACHNER 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 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 6 WPO AMENDMENT #1 28.MAY.2021 7 WPOAMENDMENT#2 24.AUGUST.2022 8 MINOR SITE PLAN AMENDMENT 24.AUGUST.2022 PLAYGROUND LAYOUT AND MATERIALS PLAN L3n 1 ' v v 0 10, 20' VMDO SAW® ADD ALT. REF. CIVIL DWGS. FOR BASE BID PLAN \ \ CENTERLINE ' OF MOVEMENT , ADDIT ION 1 \ LANDSCAPE BED x x X-- , I I 1 LANDSCAPE - - a LANDSCAPE ' 1 BED N 4 BED 81 I � 1 1 1 'J` aBIDLANDSCAPE BED ! 1 a I I � 1 I n- 1 1 1 — — LANDSCAPE , BED 1 \\ 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 1 \ 1 \\ v 4 1 L4.0 1 1 \ LANDSCAPE \ BED I ` I DECORATIVE I STONE BORDER i BASE BID ITEM �682 v / � I / I o// A LL I1' C8 OVN SCALE 1/4"=1'0" 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 SCOTT W. WILEY No. 1629 i. 08/24/2022 �! S. WILEY M. RACHNER M. RACHNER 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 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 6 WPO AMENDMENT #1 28.MAY.2021 7 WPO AMENDMENT #2 24.AUGUST.2022 8 MINOR SITE PLAN AMENDMENT 24.AUGUST.2022 COURTYARD LAYOUT AND MATERIALS PLAN L3n2 2" COMPACTED STONE DUST PATH W/ STABILIZER 4" COMPACTED VDOT #21A STONE BASE COMPACTED SUBGRADE-95% S.P.D. II III III I -IIIIIII I I- I ROT -RESISTANT LANDSCAPE FABRIC - TURN UP AT EDGES COMPACTED SUBGRADE-95% S.P.D. 4 a 6" FLUSH CONIC. CURB - 3,500 PSI @ 28 DAYS RAIN GARDEN - REF. CIVIL DWGS. a III III —III III III III IIIIIIIIIIIII 1- 1 IIIIIIIII-III , I I I- _1Ih=IIh=W=III 11- 1 I1 I I111=1 ' ' FLUSH CONCRETE CURB 1 1/2" = 1'-n" FACE OF BUILDING 3/16" THK. STEEL EDGING W/ 12" STAKES @ 24" O/C —III—III—I I IIIIIIIIIIIIIII111111 I IIIII111,,1111 I� III II1, IIII. I' I I III I LARGE CHALET STONE - I Ih—III4" MIN. DEPTH ROT -RESISTANT LANDSCAPE FABRIC DECORATIVE STONE BORDER 1 1/2" = 1'-0" 3/16" THK. STEEL EDGING W/ 12" STAKES @ 24" O/C TURF I l l I I l l I I I I I 1 I 1 1 II I ROT -RESISTANT — LANDSCAPE FABRIC - TURN UP AT EDGES STONE DUST PAVING 1 112" = 1'-n" 9" MIN. DEPTH V M I PLAYGROUND MULCH g" ROT -RESISTANT EXTRUDED ASPHALT CURB LANDSCAPE FABRIC - TURN UP AT EDGES VMDO Architects LIGHT DUTY ASPHALT 200 E Market Street PAVING - REF. CIVIL DWGS. Charlottesville, VA 22902 434.296.5684 vmdo.com o 0 0 •0000 �fl ofl ofl fl oho o� o� �flo fl fl flo o� 0 IIIIIIIIIIIIIIIIIIIIIIIIIII-III- 11 III III III I EW= I III I I- H H=I H 11 II III 1 I III— 8"x8" CONT. VDOT #57 IIIIIIIIIIII—III STONE WRAPPED IN III COMPACTED SUBGRADE III —III— ROT RESISTANT FILTER _III__ —I I FABRIC - 95% S.P.D. 4" PERF. PIPE - HOLES DOWN -CONNECT TO DRAINAGE SYSTEM PLAYGROUND EDGING - SECTION 1 1/2" = 1'-0" TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • bemarle County Public Schools ADD ALTERNATE #1 AL MARLE COUNTY PUBLIC SCHOOLS ' CONCRETE PAVING C ZET ELEMENTARY ' 4" COMPACTED VDOT ' S OOL ADDITION, ' #21A STONE BASE RE OVATION AND SITE ' 2'-211 CAULKED EXP. VVI IM ROVEMENTS W/ S.S. DOWEL @ 244"" ' O/C ' 1407 rozet Avenue, Crozet, VA 22932 CONCRETE STEPS ' SLOPE TOP OF CONC. TO ' Clle Project Number TBD ' DRAIN ' VM Project Number 1284 ' 5/4 x 3 IPE W/SLOTS —III III 1 1 x 4 STRIP @ 18" O/C cV _ ' ATTACH TO 1 x 4 W/DECK �PLTH O CLIPS F III—III=III—III—I v� NO SLOTS ON III —III —I —III 1=1II III II1=1I1=1I1=1II-1 gWILEY 2 COMPACTED STONE EDGE PIECES - a — — — SCOTT . 1 29 N TYP. � a � III —III —III —III —III III DUST PAVING W/ No. 629 STABILIZER III —III— �Y/, 0312412022 CU 4" COMPACTED ' a d a III III —III ' sc`1pE VDOT #21A STONE BASE a ° a III —III— - a _ REF. STRUCT. DWGS. FOR COMPACTED ' N " d ° a —III III —III —III WALL AND FOOTING ' SUBGRADE- 95% ' a a III —III —III —III —III— DESIGN ' —III—III III —I S.P.D. ' a I III III III —III- Che ed By S. WILEY II11 III III III —III III III —III —III —III —III —I 1- Desi ned By M. RACHNER II —III —III —III —I II Draw By M. RACHNER a 1 111 III—IIIIII—I IIII III —III —I I III—III—III—III-1 i'- 1— III—III—III—III—III—III—III—III—III—III-1' � � � III, , �I I I —III —III —III —III —III —III —I 11- � III„IIIllIIIllllll111111111�1111—III � COURTYARD SEATING - SECTION ADD ALTERNATE #3 ADD ALTERNATE #1 ADD ALTERNATE #4 1• 1• >• t 1• s 1• s t 1• t mi r I• I• I• I• It It It IIIIIIIJ I• I• I• I• I• I• I• I• I• I• It IIIIIIIJ I• mi r I• I• I• I• I• I• IIIIIIIJ IIIIIIIJ IIIIIIIJ IIIIIIIJ I• I• IIIIIIIJ I• IIIIIIIJ IIIIIIIJ IIIIIIIJ I• I• I• IIIIIIIJ IIIIIIIJ IIIIIIIJ IIIIIIIJ IIIIIIIJ I• I• I• I• I• IIIIIIIJ mi SLOPE TOP OF CONC. TO 1 -6" DRAIN CONCRETE SEAT WALL ' ' ' 1 ' ' SLOPE TOP OF CONIC. TO #4 REBAR @ 12" O.C. ' DRAIN #4 REBAR @ 12" O.C. ' 2' 1/ HORIZ. x 4 STRIP @ 18" O/C ' ' I ' 1/2" CHAMFER -TYP. M CONCRETE WALL M #4 HORIZ. REBAR @ 18" O/C ' ' CLIPS ATTACH TO 1 x 4 W/DECK ' #4 VERT. REBAR @ 18" O/C � -, � _ ' ' 1 NO SLOTS ON ' CONCRETE WALL - SMOOTH 1/2" CAULKED EXP. JT EDGE PIECES - ' FINISH ' 1 W/ S.S. DOWEL @ 24" w 2„ N CO TYP. ' M M = III —I a ' SIDEWALK CONCRETE PAVING F 19 X 4" COMPACTED VDOT ' 6" VDOT #57 STONE - — F r a ' ' #21A STONE BASE ' WRAPPED IN ROT w M ' ' RESISTANT FILTERHER FABRIC a > 1 4" PERF. PIPE - HOLES d ~ FINISH GRADE DOWN - CONNECT TO ' ROOF DRAINAGE SYSTEM a #3' 2OLONG"EBAR @ 18O/C d #4 HORIZ REBAR @ 21" O/C - CONT. a 1 1 _ MCONCRETE FOOTING M ' 41 O C d. Q a 4 d a 4 a d d d 4 2' 0'-8" 1' a CONCRETE FOOTING - 3000 P@ 28 ' IIIIIII a a a III ' COMPACTED SUBGRADE 111 111-III=1=1=1 I—III—LF � III— '' ' I I —III —I 11 I ' REF. STRUCT. DWGS. FOR ' #4 REBAR x 3 LONG @12 ' ' WALL AND FOOTING ' O.C. ' DESIGN M(6) #4 REABAR - CONT. CONCRETE SEAT WALL COURTYARD PLANTING BED RETAINING WALL DINING TERRACE SEAT WALL - SECTION M 8 1 1/2" = 1'-0" 6 1" = 11-0" ' M S 1" = 11-0" ' >_ 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 3 WPO PLAN RESUBMISSION #1 02 DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 6 WPO AMENDMENT #1 28.MAY.2021 7 WPO AMENDMENT #2 24.AUGUST.2022 8 MINOR SITE PLAN AMENDMENT 24.AUGUST.2022 DETAILS L4J