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HomeMy WebLinkAboutSDP202200054 Plan - Submittal (First) 2022-08-24CROZET ELEMENTARY RENOVATION AND SITE DATA: TAX MAP PARCEL: 05600-00-00-064EO COUNTY OF ALBEMARLE SCHOOL BOARD DB. 1044, PG. 498 DB. 1098, PG. 703 PARCEL AREA: 21.16 AC LIMITS OF DISTURBANCE: 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@TIMMONS.COM SURVEY CONDUCTED: MARCH 2O20 DATUM: HORIZONTAL: NAD83(NA2011) VIRGINIA STATE GRID SOUTH VERTICAL: NAVD88 VIA GPS RTK OBSERVATIONS REQUIRED BUILDING SETBACKS: FRONT 75 FT MINIMUM (EXISTING PUBLIC ROAD) FRONT 25 FT MINIMUM (INTERNAL PUBLIC/PRIVATE ROAD) SIDE 25 FT MINIMUM REAR 35 FT MINIMUM MAXIMUM BUILDING HEIGHT: 35 FT PROPOSED BUILDING HEIGHT: KITCHEN ADDITION 16 FT CLASSROOM + MOVEMENT ADDITION 28 FT (AVERAGE) LOWER LEVEL VESTIBULE 10 FT PROPOSED BUILDING SQUARE FOOTAGE: KITCHEN ADDITION 2,180 GSF (1 STORY) CLASSROOM + MOVEMENT ADDITION 31,753 GSF (3 STORIES) LOWER LEVEL VESTIBULE 982 GSF 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 [ 1 NO [ X 1 TRIP GENERATION LAND USE: ELEMENTARY SCHOOL ITE CODE: 520 AMOUNT: 680 UNITS: NUMBER OF STUDENTS Trio Generation for Crozet Elementary School SCHOOL ADDITION, SITE IMPROVEMENTS MINOR SITE PLAN AMENDMENT - SDP2022llllllllllll000XX AMENDING - SDP2010llllllllllll00012 & SDP2020llllllllllll00058 LAND USE ITE CODE AMOUNT UNITS WEEKDAY AM PEAK HOUR PM PEAK HOUR ADT IN OUT TOTAL IN OUT TOTAL Elementary School 520 680 # of Students 1285 239 203 442 104 127 231 UTILITY DEMANDS WATER FLOW (AVERAGE DAILY DEMAND) AVERAGE FLOW RATES (FROM TABLE A 12VAC5-590-690) ELEMENTARY SCHOOL = 10 GPD/PERSON 10 GPD/PERSON x 770 PERSONS (90 STAFF + 680 STUDENTS) TOTAL = 7,700 GPD AVERAGE HOURLY DEMAND = 7,700 GPD / 24 HOURS = 320.83 GPH MAXIMUM HOURLY DEMAND = 320.83 GPH X 300% = 962.5 GPH PEAK HOURLY DEMAND = 962.5 X 150% = 1,443.75 GPH 1,443.75 GPH / 60 MIN = 24 GPM TOTAL FIXTURE COUNTS WATER CLOSETS = 44 LAVATORIES = 38 DRINKING FOUNTAINS = 12 SERVICE SINKS = 7 SEWER FLOW (AVERAGE DAILY FLOW) ESTIMATED TOTAL = 10 GPD/PERSON x 770 PERSONS = 7,700 GPD COUNTY OF ALBEMARLE, VIRGINIA WHITE HALL DISTRICT 8/24/2022 PROJECT LOCATION r. �aQSo Crozet Three Nail' 5 � Appalachian Mountains 9 1 Y 4b 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. RmwncvillP 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 I 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 I) 0 VMDO Architects vmdo.com 434.296.5684 200 E Market Street 2000 Pennsylvania Ave NW Ste 7000 Charlottesville, VA 22902 Washington, DC 20006 • 0•S•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 Fyan D. Cichocki Uc. 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 & 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 #1 24.AUGUST.2022 COVER Como I _-JOG Q I W bHP v OHP 1 /708— r r r _ \� / \ I%vice�� ice' ' �� _a \ I I i v I \`\\IIII r \ II I \ \\ \\\IIIIl \ \1�/1))//)��//l V, All IV I All I SEE SHEETS C2.1, C2.37 C3.31 C3.51 C3.75 C3.9, C4.1, C5.1, C5.3 & C5.5 / / ,/;I,;,I! �,;V 1 I I/ / i---- \\IIII\ I I \ I .I I I I \ 1 1 1 I I (IIII, / I I// / ///)//✓ / �� // ///)/ / 1 I I I "/11/1'�III I ADD- l SEE SHEET C9.2 CD Z—N23-31'56"W- 1 1 1 \ I I I I I �' `\ I I I \ II 1`;.: I\ \ \ 1 I I II I I I III I/ I I lit w 8„ I�I \\ I \\� % ,• , II I I I , I I IIIII, \ \� \ t\'1 A I 11116 1 \`�—I 11 � I � 1 ,•. IIIII \.\ I ) IIII, \ \ \ \ \\\\1'll� i \ I I CD `\ a 1 0 / 9P 1 � `` \ �1 I \ \ \ \ \ I\` 1 I 1 00 o _ Wn /r oo \\\ \ \ -A -A \ �,632 ��r �_�\�\ \\ ♦\\\\\� \`� \\\\�\ \ \ \ \ \ \\ \\\ \O\\ �� \\ \ \0\\\ I \ \ \ \ \ \\ \ \ I� o o W / II �,k \\\\ \\` \\\ \ \ 1 xm \ \ 1 / , 1 ADD -ALTERNATE 1, SEE SHEET C9.0 TMP 56-64E / I I \I COUNTY SCHOOL BOARD OF ALBEMARLE COUNTY, VIRGINIA 11 II 1 ��II 1 I \ 1 `\ \ \ \� \ I r\ \ I l�lyy \ ■ \c DB. 1044, PG. 498 1 \ \ \ a � ` 1 ADD -ALTERNATE 3 DB, 1098, PG. 703 1 I I 1 \\ \ \ \ . �/ /// Al /, SEE SHEET C9.1 ZONED: RA RURAL AREAS) \\ / 1 \ � ` `4 ` 1 1 1 1 \ 1 I \ /� 1 \' ADD -ALTERNATE 41 4'- 1 / / I I I `�( SEE SHEET C9.1 / / I i❑I`p 1 I I � r � iiiiiiiiiiiir -w , n—rr � _ w 15" RC GP LEGEND ® WATER VALVE ® WATER METER 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 IIn TELECOM PEDESTAL O UTILITYPOLE &* LIGHT POLE < GUY WIRE ® UTILITY VAULT,ASNOTED ❑O ELECTRIC BOX © ELECTRIC METER ® GAS METER — SAID SANITARYPIPE — W WATER -LINE uFo UNDERGROUND TELECOM/FIBER UTILITY UGP UNDERGROUND POWER/ELEC UTILITY — OHP oHP OVERHEAD POWER UTILITY G UNDERGROUND GAS UTILITY 1 I II I I IIII I I' P1Ld� &I\\'I13, \ I I II I� I I` I \ \ \\ \ \. m \ 11 I I I \ ` \� � I I I I 1 1 ' 1 \ ` \ \\ \ \ \I \\A_�MMMML J / IlI1 SETBACK \ I I I a- ROT E / I \ \\\ ./ JII�— ;�11 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. 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 co TT ' �► � cal OHP j. — — N _ _ \j Y O 111� 15 R 1 \ \ \� / 0� /' / /6HP 6HPOHV 1 / / U I \ _� --_— —_ —__—-- � '1-SEE SHEETS C2.0, C2.27 C3.21 C3.49 C3.69 C3.8, C4.0, C5.05 C5.2 & C5.4 1 �763 — — ` — — — — \ � ♦ \ \ III y — i' � _ _ ' ,r�gl�i � � / � ,�md, / �' '�."5 i' \ �ir' ' `\ �/ _�N651Y47y54,77' / UFO \ ' / /I /P ,� CM I WONAL �� /4_16,5ff MMMMOM Now 0I Iowa — O — 0NP I I II\ \ ,/ �/ l / I �1 °O� -- �� T / pHP 1 I 5� ` Y E8 Ob'N V )V\ 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 •�0*00 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 ran D. Cichocki Lie. No. 53741 9/*h2 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 WPO AMENDMENT #1 28.MAY.2021 7 WPOAMENDMENT#2 24.AUGUST.2022 8 MINOR SITE PLAN AMENDMENT #1 24.AUGUST.2022 OVERALL SITE PLAN SCALE 1 "=40' 0 40' 80' GENERAL NOTES GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL LEGEND ROADS SEWER TRAFFIC STOP BAR ® EXISTING SANITARY SEWER m STORM PIPE & STRUCTURE NO. DROP INLET & STRUCTURE NO. So--SAN Aw O- PROPOSED SANITARY SEWER CURB O PROPOSED SANITARY SEWER LABEL O CURB & GUTTER WATER DRY CURB & GUTTER - - EXISTING WATER LINE PROPOSED PAVEMENT g• yy PROPOSED WATER LINE PAVED DITCH 0 g• yy PROPOSED VALVE - JUTE MESH DITCH 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 Albemarle County Date of Report Hydrant Flow Service Auth. rity 5/29/2018 "°"'� 5"°'°'v`'° f �� Test Report 1rA 9pdppaapntaech•IlPegn•.. vA 9AI, ,aga,•rg�sn 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 t7 Sprinkler Test Single Flow Flow Hydrant #1 11145 Pitot Pressure #1 (psi) 68 Yellow,I C1. 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 itI Hydrant open all the way. For method of calculating print now with a red Pollard dlffchem see "I Wall ad Lutes aNide3990r0umal.Mameemsnt and Opeatlon, A"A. Forvellow Pollard dlfrusers, a best fit third order polynomial equation of the Pollard lbw vs. Pitot pressure gauge Is peed. Estimated Consumption (gal) 2304 For use for water audit / Signature 4fTester: 1429 _ -- 1 SB F fuss v ��sA m � s to _- FHt208 FHttt p ». L m o ` m I m 11 pa pa - - Diameter 1407 F n LL m .. • y n r` CSA Hydrant 700- m m. nService, Ownership vc O FHt77 pa S.Not In Service,ACSA Owned Is, 1 1 Not In Service, Private C smelshi 692�;' In Service, Private Ownership In Service, ACSA Owned CSA Water Main wnership / ACSA ^6, Private Crannumshir, 676 0SCIIMER Unites, earl res mires and at IWanenarce dlttletl on memap am M ndeop her general I� lay. ammove IPwt mlr ThispmtPN e, recorded for �y otherNa k prelmina, a CountyM -a�+�',�.�gqg� qen 9 d q¢ 9 s, uppe P NPaes. The Win shown M P Waved le se ... W V' E tWilhyimprovements abler sri emotes my IFbeedaled ma Ne • e nn' pti bu[ or ale w nYdepil[ o re i Iren RWW deal Service Auth*rity u �Nre n M is torte li t emir a n nro[be dal N¢ y imPra+em i p aya desg diktat wn Ruch a- Pms'e,nemsm al PRY Rea rrnWd plain dNemnoWW. GAverml „ref lama 0 70 140 210 280 gerylpCommomCfic Aed• m, case O Certy aCoalm a "mum Feet Planimemc Data PmceM aCPunry Pracemane $ryyins Coo--,9 ACSASWPMMloD20W 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 a Department of Community Development r IRCIvta Construction Record Drawings (As -built) for "I 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 e drains P g 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 (horizontalwertical). 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 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 eej•0 s 4* 41' TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • lbemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 ran D. Cichocki lie. No. 53741 g%l22 Checked By Designed By Drawn By 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 WPO AMENDMENT #1 28.MAY.2021 7 WPOAMENDMENT#2 24.AUGUST.2022 8 MINOR SITE PLAN AMENDMENT #1 24.AUGUST.2022 NOTES & DETAILS C100 VA. SIGN FOR THE DISABLED ON 0.80 GAUGE 2 R LEGEND 1 _ R= Y4 ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, TOP OF CURB 2 5 1" R ° . CONIC CURB AND GUTTER CLASS 3A, ° 1 CONTROL JOINT SPACED 'j�'� WHITE BACKGROUND. �� ROADS GRADING \/ (fc=3,000 PSI) CONCRETE AT WIDTH OF WALK (MAXIMUM) I �� • s • 3 4" THE DEPTH OF CURB MAY BE •p , 1 A MINIMUM OF 13" AND A TRAFFIC STOP BAR TIC = TOP OF CURB ® EP EDGE OF PAVEMENT /� 6' \ 8 ° 1":1' -� Xj a ° a 6 ; s/y EXPANSION JOINT AT MAX OF 30', WITH PREMOLDED EXPANSION FILLER RESEURVED RED •.' MAXIMUM OF 19" • "' , SURFACE ;. m STORM PIPE & STRUCTURE NO. EX. = EXISTING 13" a \ . ad ° PARKING PARKNG t 16„ .> ® PROP. =PROPOSED DROP INLET &STRUCTURE NO. APPROX. =APPROXIMATELY ° ° a ° 7" CgUBGCT D �/ " ° 4 CONC. WALK ' > BASE i • ., CURB PRESERVED AND \ °° d ° ° ` .m <.° .a". .. °•:. ° 0 CURB & GUTTER MANAGED SLOPES T CONTINUE 21B STONE e ° + VDOT A-3 CONCRETE T o 0 0 0 0 0 0 0 PakTY PBJALTY 4" MIN. SUBBASE - - 200 - -- EXISTING CONTOUR CRITICAL SLOPES 4" MIN. BASE FROM ADJACENT LA�11PAVEMENT SECTION $M-$W0RE $I00-S500RItE �_ 200 PROPOSED CONTOUR \ /\ /\ /\ \ /\ /\ /\ /\ /\ /.\ /\ /\ UNDER CURB TOW AWAY ZONE TOW AWAY ZONE s" 6" z'-o" 6„ 7„ CONTINUE STONE BASE TIC 240.5 PROPOSED SPOT ELEVATION COMPACTED SUBGRADE 4" 21-B STONE VAN FROM ADJACENT PAVEMENT 1 PARKING COUNT 6' ABOVE 6' ABOVE SECTION UNDER CURB VDOT STANDARD CG-6 CURB & GUTTER CONCRETE SIDEWALK JOINT DETAIL FINISHED FINISHED GRADE GRADE No Scale No Scale VDOT STANDARD CG-3 4e No Scale SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS TOP OF CURB R=2" RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE I I VARIABLE WIDTH' ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2% SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. ° S ° j \/ \/ 6" .. SIGN SHALL BE PLACED ON STEEL POST SEE DETAIL. e , <; • s ° m, +. EP/ FC \/�\//\ ° 4 STEEL CAP /\\/\\ SURFACE ,... 18 �j\�j\� d a VDOT A-3 CONCRETE i\ \\/ �7' OR AS SHOWN IN PLAN. SLOPE NOT TO EXCEED 1:12� WHEN ALONG SIDEWALK ADA PARKING SIGNS 6" DIAMETER HOLLOW\\�\\� NOTE: SIDEWALKS SHALL BE 4"3,000PSIAIR-ENTRAINED No Scale STEEL PIPE ° CONTINUE 21 B STONE BASE \//\//\ FROM ADJACENT PAVEMENT \ \ CONSTRUCTED IN CONCRETE ACCORDANCE WITH 4' (POWDER COAT YELLOW) ° .. 6' \ , a \\� COMPACTED SUBGRADE 4" TYPE 21B STONE VDOT STANDARDS. 6 a + EP/ FC SECTION UNDER CURB VDOT A-3 STEEL SLEEVE .A, TOP OF CURB CONCRETE 1 OR AS SHOWN ON PLAN UB BASES ° e a... DENOTES AREA OF CONCRETE SIDEWALK PAVEMENT 7.5' WHEN NOT ALONG SIDEWALK :............ BASE='f-�='ll �j\�j\�<° 4•Rp B�pOe "•effi'eeA�e9Y.oe . . a e 4 eeee qq,, CURB WIPE DOWN DETAIL VDOT STANDARD CG-2 CURB CONCRETE SIDEWALK PAVEMENT SECTION 12 No Scale No Scale No Scale 3.5' s. 2'-0„ DIAMETER A CONIC. FOOTING8 SIGN EXPA JOINT WITH SUBBASES a • 3,000 PPSI @ DAYS EOP LOCATION (VAN) HANDICAP SIGN PP DION 1/4" SEALANT 1.5" ALUMINUM LOCATION (TYP.) FILLER, "ZIP STRIP" OR NON -SLIP BROOM FINISH EQUIV., SEAL WITH WWF 6x6 W2.9xVV2.9 CONTINUE 21B STONE BASE �I o o SILICONE SEALANT 2 FROM ADJACENT PAVEMENT I�1 NOTES: } FCURBF SECTION UNDER CURB 1. PROVIDE SHOP CONCRETE BUMPER I ° . 8" 3,000 PSI AIR ENTRAINED PORTLAND °;.; DRAWINGS FOR BLOCK ANCHOR WITH PAPER D 2% MAX 18' 18, °•. ° CEMENT CONCRETE REMOVABLE BOLLARD DETAIL HANDRAIL FOR REVIEW PRIOR TO CONSTRUCTIONS 2. RAIL ON BUILDING SIDE OF RAMP TO 3'-0" 5/8" REBAR IMBEDDED 24"IN GROUND SPEC PAINTED 4" STRIPE TYPICAL 8' 5 8' 11'9. ) 6"TYPE2IASTONECOVER / / \ /\ ��\" \� / /\ /\ COMPACTED SUBGRADE (CBR 11.2) FLUSH CURB (PARKING LOT) No Scale No Scale 2' SIGNAGE NOTES: BE MOUNTED TO TYPICAL VAN BUILDING FACE. ACCESSIBLE ACCESSIBLE DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH 4„ MAX HANDICAP SPACES REGULAR SPACE THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY SL p AS ° REVISION THERE TO: SHOWN IN P MAX, A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 1:12 •° TYPICAL PARKING SPACE DETAILS HEAVY DUTY CONCRETE SECTION \\�\ B. THEVIRGINIASUPPLEMENTTOTHEMANUALONUNIFORMTRAFFIC \\ • CONTROL DEVICES. ° No Scale No Scale EXISTING PAVEMENT PROPOSED PAVEMENT RIVER STONE (8" DEPTH)//// d \/ //\\/ C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE ° e NON -WOVEN GEOTEXTILE FABRIC SPECIFICATIONS. D. THE 2000 INTERNATIONAL FIRE CODE. I III III III III III ~ 2" ASPHALTIC CONCRETE SURFACE i/° ° III COURSE SM-9.5A VDQT CURB (SEE DETAIL, /\\/ -III-III-III-III-III-III-III -III -III III -III a - 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE - - - _ _ - - - III SAWCUT THROUGH a- MATCH EX. CROSS NOTE: PROPOSED EX. SURFACE w 3" INTERMEDIATE BASE COURSE - BM25.OA a FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER III III PAVEMENT MUST TIE O COURSE X SLOPE UNLESS OTHERWISE CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN MAX 6' IN WITH EXISTING SPECIFIED ON PLANS w & REMOVE w NOTE 1 ABOVE. - PAVEMENT PAVEMENT 8" TYPE 21-B AGGREGATE SUBBASE COURSE PROPOSED 2' MIN. 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND SURFACE DENOTES GRAVEL FILTER STRIP ON PLANS INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. CORE DRILL CONCRETE FOR 2" * COURSE HANDRAIL POST, EMBED HANDRAIL A EXISTING MINIMUM OF 6" BELOW FINISHED PAVEMENT COMPACTED SUBGRADE SOLID WHITE LINE 24" S T 0 P (TYP.) GRADE AND GROUT TO THE FULL DEPTH OF EMBEDMENT (TYP.) MILL EX. SURFACE COURSE BASE COURSE SAWCUT EX. EDGE OF PAVEMENT AGGR. COURSE DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS GRAVEL FILTER STRIP DETAIL No Scale 2' FROM EP OR FACE OF CURB I 12' ADA RAMP AND HANDRAIL DETAIL PAVEMENT REPLACEMENT JOINT DETAIL HEAVY DUTY ASPHALT PAVEMENT SECTION 7-1/2 6' LENGTH R1-1 (VARIES) No Scale No Scale No Scale 5 NOTE: STOP SIGNS TO BE 30" WITH STOP BAR DETAIL NOTES: HIGH INTENSITY SHEETING NO SCALE 1. FINE BROOM FINISH ALL STAIRS. ....................... .......... 2. RAIL ON BOTH SIDES OF STEPS (IF NOTED) ANCHOR WITH " REBAR 3. SEE PLAN FOR RISER HEIGHT 2" ASPHALTIC CONCRETE SURFACE IMBEDDED 24" IN GROUND; METAL INSPECTION FRAME W/ SOLID LID 4. MAX. CENTER TO CENTER SPACING BETWEEN COURSE - SM-9.5A 2 PER WHEEL STOP EXIST GRADE (NEENAH R-1975 OR EQUIVALENT) STAIR POST TO BE 6'. ADD CENTER POST IF SOLID WHITE LINE J.CONCRETE COLLAR NECESSARY TO MAINTAIN MAX. SPACING '1.5"ALUMINUM 12" MIN 8" TYPE 21-B AGGREGATE SUBBASE COURSE CRUSHED STONE BEDDING RAIL (TYP.) (TYP.) 6" of CLEANOUT COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) PRECAST CONCRETE WHEEL STOP 2' 2' PLUG AT END OF LINE 3'_0° (TYP-) EXP. JOINT No Scale (TYp,) (TYP.) FINISHED DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS ELLLD 12" MIN GRADE SIGN (TYP.) m�P) CONCRETE STRIPING AND SIGNAGE DETAIL CLEANOUT DETAIL No Scale No Scale LIGHT DUTY ASPHALT PAVEMENT SECTION STD. U POST T-0" 1. I... ` ' GALVANIZED 1/2„ R (MAX) No Scale ' FOR DESIGN OF BACKBOARD REFER D FINISHED 1" ��118" �IWASH "NATIONAL FEDERATION OF STATE HIGH e y GRADE a VI SCHOOLS ASSOCIATION" & "THE VA. HIGH 57616 8" `- EXP. CORE DRILL CONCRETE FOR 1.5"-2" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A SCHOOL LEAGUES" a JOINT ° HANDRAIL POST, EMBED 6 2 3 5„ HANDRAIL A MINIMUM OF 6" t BELOW FINISHED GRADE AND WASH "FAN" SHAPED 4,-0" GROUT TO THE FULL DEPTH POST TO BE DRIVEN (SEE VDOT DETAIL STP-1) METAL BACKBOARD (2) 8' OUTDOOR BASKETBALL GOALS OF EMBEDMENT (TYP.) 8" 5" # 57 STONE EXISTING AGGREGATE BASE BACKBOARD/SUPPORT/BASKET HOPSCOTCH DETAIL RIM WITH NET(SEE DETAIL THIS DWG) NO SCALE (2) 10' OUTDOOR BASKETBALL �� ° 1 #3 REBAR (12" O.C.) GOALS BACKBOARD/SUPPORT/BASKET Iff 1:_0: 9" (2) #5 REBARS, BOTTOM CONTINUOUS, ° LAP 2'1 AT SPLICES \/\/\/\/\/\/\/\/\� COMPACTED SUBGRADE WITH NET(SEE DETAIL THIS DWG) MILL AND OVERLAY SEQUENCE: . . . . . . . . . . .... 1'-6" R COMPACTED SUBGRADE 3„ REMOVE EXISTING ASPHALT. COMPACT AND ROLL TEST EXISTING BASE COURSE. THEN PLACE - BASKETBALL 2 92' 4 3 1'-4" NEW ASPHALT SURFACE. STRIPING 15' 2 1 7.5' 12.0 ' 10'-0" or 8-0 I a" DIA. I�12' 12'� GALVANIZED FINISHED PIPE FORMED b UPRIGHT 11 65' SIGN AND POST DETAIL EXTERIOR STAIRS MILL AND OVERLAY PAVEMENT SECTION No Scale No Scale No Scale COURT SURFACE I 6, WWF #4 BAR VERT. 6X6-W2.9XW2.9 @ 12" O.C. R3R6' .17 R19. 4' 15' IAMETER STEEL PIPE #4 BARS LONG. °; ,: CONC. FOOTING R6.17' 10.42 FILDLED WITH CONCRETE. 6„ VI @ 10" O.C. 3'_6, 3' :;, :.;. �1 ,� BOLLARD SHALL BE ,.,•; 4 3 PAINTED YELLOW o 0 6" TYPE 21-B AGGREGATE BASE COURSE VARIES:, Cr ANCHOR PIN 1 �' 7 5 • ••;+:,; 2 1 4- PAVEMENT 2'-1" MAX. 6„ 2' FOURSQUARE 2'-0" DIAMETER CONC. FOOTING 6" 3,000 PSI @ 28 DAYS INSTALL VAPOR / �/ \/ 1''0" MIN. COURT (TYP.) 95' COMPACTED SUBGRADE BARRIER FOR INTERIOR /j 7.5 SIDELINE HOPSCOTCH (TYP., STANDARD BASKETBALL GOAL APPLICATIONS 8' SALVAGED GOALS SEE DETAIL ABOVE) OTF 6" VDOT FINISHED NO SCALE POAV EE M E NEDGE NO.21A GRADE OUTDOOR BASKETBALL COURT LAYOUT STONE 8" NO SCALE 3.5' o o p DENOTES GRAVEL SECTION ON PLANS TURN DOWN SLAB DETAIL TYPICAL BASKETBALL COURT LAYOUT FIXED BOLLARD DETAIL GRAVEL ROAD SECTION No Scale No Scale No Scale No Scale VAJx D O VMDO Architects vmdo.com 434.296.5684 200 E Market Street 2000 Pennsylvania Ave NW Ste 7000 Charlottesville, VA 22902 Washington, DC 20006 � 00090 s �W 0 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • bemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 FTan D. Cichocki Lie. No. 53741 i . _, 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 WPO AMENDMENT #1 28.MAY.2021 7 WPOAMENDMENT#2 24.AUGUST.2022 8 MINOR SITE PLAN AMENDMENT #1 24.AUGUST.2022 NOTES & DETAILS C1.1 PROVIDE VDOT HR-1 ALONG EXTENTS WHERE DIFFERENCE IN GRADE IS 30 1/2" CAULKED EXP. INCHES OR IT, 8" GREATER. CONC. SIDEWALK fix 4 d<us. A , CAST IN PLACE so 8 CONC. WALL 4 3,000 PSI CONC. P° CID M (n #5 REBAR @ LU i5; 10" HOR m a P.oa Q GRAVEL BACKFILL "° P.< ° #5 REBAR @ 14" VDOT#57 STONE VERT W/TYP HK E d Yam/` A4 . 1/2" CAULKED EXP. 4" PERFORATED '., IT. g HDPE. TIE TO a / STORM SEWER A, . SLOPE -► v U - - - - .<d ° 9. 4 � g 10" REBAR @ 14" P < a d, a„ .. e a ° P - 4.P CONC. SIDEWALK i\I ° a° A a ° P°a VDOT #57 STONE '4 as ,v P w' CONC. FOOTING d :Q °a ° 3,000 PSI CONC. ., " (2) #5 T&B Nil Nil ICI I- 1211 COMPACTED SUBGRADE ASTM D-698 95% COMPACTION OF L� STRUCTURAL DESIGN OF CONCRETE WALL IS BY FOX + ASSOCIATES. CONTRACTOR B. IRELAND, III SHALL SUBMIT SHOP DRAWINGS Lic. Np. 25355 TO CIVIL AND STRUCTURAL 2l� ENGINEERS FOR APPROVAL PRIOR TO CONSTRUCTION. CAST IN PLACE CONCRETE RETAINING WALL DETAIL (MAX HEIGHT 3111) No Scale 2" R �{ 2" 5" CONC CURB AND GUTTER CLASS 3A, I (fc=3,000 PSI) CONCRETE j 4 D T \ 4" 1rr:1 I n,o p 7 D T 4" MIN. 7"21-01r _ CONTINUE 21B STONE COMPACTED BASE FROM ADJACENT SUBGRADE PAVEMENT SECTION UNDER CURB VDOT STANDARD CG-7 CURB & GUTTER No Scale Apri12015 Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC-23.1) DV3HV XBOM avoB HV VON Bill 3110 Mill SdRUJS 319RnB d01S 01 038Vd3Nd 3e� � T N011V1S HAScJVIJ + 004 XaOM avow aN3 � r 'PORTABLE TEMPORARY RUMBLE STRIPS SEE NOTE 14 (OPTIONAL) G20-2 (V) 500 + 50' - 100, SEE NOTE 4 lye - In :1 1 In Page 6H-53 S D VEHICLE REQUIRED O SEE NOTE 4 O O 0 50'-'00' ° FLAGGER STATION ° SEE NOTE 2 SEE W NOTE 1 � wWMI Li ■� vV2o-7 SEE NOTE 1 BE PREPARED W3-4 SEE TO STOP SEE NOTE 9 NOTE 1 1 RUMBLE W20-V26 STRIPS SEE AHEAD SEE NOTE 14 NOTE1 ONE LANE W20-4 mI IDEA— ROAD SEE AHEAD NOTE 1 ROAD i- WORK W20-1 WP-2 I EDGE OF EXISING PAVEMENT (AS 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 ® PROPOSED MINIMUM 1 %a INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) z 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. B. 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 TE-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 GRASSPAV sm 001 GRAVEL, MORTAI ETC. FWSI MARK NTEE REMO (BYO GRASSPAV Si MASS 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 firelane canvEl Ia)ADB0.5E RR E -------------------------- al •G SmEEr FlRFIANE NOTE) THBTIME IB SDIDMTICNNATURE. OESDKERSHAHPL RRESPACINGAIDMQUI OFEDGE TREATMENR. SPAONGWLL VARY Wm1TUa TmE,SLOPE, FIRE pEPARTMRNT REQUIREAENTS, ETC.. GRASSPAVE2 6Y INVISIe LE eTR0CTi,rf REINFORCED TURF DETAIL No Scale DIRECTION OF FLOW FROM PATH 1 I PONDING AREA `SEE SITE PLAN FOR LENGTH GRAVEL FLOW SPREADER DETAIL No Scale • 0 a is DIRECTION OF FLOW FROM PATH al GRASSPAVE2 FIRELANE SURFACE MOUNTED LANDSCAPE UPLIGHT BOLLARD/UGHT FIXTURE call Rut SANDY AVEL OAOBASE PONDING AREA BROWNSTONE J MARAFI140N DEPTH = 1.5' FILTER FABRIC WIDTH = 2' OR EQUIVALENT SECTION A -A SPECIFICATION REFERENCE 315 NO. 57 STONE WIDTH= 1' SURROUNDING PONDING AREA GREE BEND DIMENSIONS VOL TEE AND PLUGS VOL 512E of FEET} .m. CU CU,YD. BEND L H T L H T 9D 2.50 2.50 3.01 az4 44"& Bw 45 200 2.25 26D a1s 2.000o 2.25 2.50 o.1s 221/2 1.50 2.00 2.52 0.10 111/4 1.50 2.00 250 0.10 80 3.86 3.16 3.21 0.48 8" 45 zse 26s 277 0.26 221/2 1.88 218 288 0.13 3.16 291 2.66 0.32 11 1/4 1.88 216 2.87 0.13 90 4.83 3.83 3.42 0.83 t0• g 12" �r 3.33 3.58 2.95 0.43 3.63 4.00 2.83 a52 22 1/2 2.33 2.58 2.88 0.2E 11 1/4 1.83 2.33 2.8E 0.18 tll 016 ROAD & BRIDGE STANDARDS -MAX. 6'-0"MAX. 8'-0 GRIPPING RAIL rS IF O.C. )`4" LAPS PIPE PICKET W 1 4%s" O.C. s/e" SOLID PICKET 2 IHR-1 6'-0" GROUNDING ELECTRODE ANCHOR RAIL [[VALS LOT JOINTS AT 1' BOLTS INTERVALS NOT EXCEEDING 3„ MAX- 4" O.C.�I (TYP) 30 F ET. 1.-3..-POSTS 1 2" MIN. NPS (2.375" O.D.) SCHEDULE 80 PIPE u 2•• RETAINING WALL RAILS : 2" MIN. NPS <2.375" O.D.I SCHEDULE 40 PIPE n MIN XPANSION JOINT PICKETS : �'," MIN. NPS (1.05" O.D.) SCHEDULE 40 PIPE A 3•• MAX. MIN. SOLID STEEL SMOOTH ROUND ROD HR-1 TYPE II PEDESTRIAN RAILING ANCHOR BOLTS (FOR USE ALONG SIDEWALKS AND RAMPS) e M SEE ADWAY PLANS 2" min 12" OR T PICAL SECTIONS CONCRETE STEPS FOR STANCE TO 11/2" NPS SCHEDULE 40 PIPE I POSTS 11%2" MIN. NPS 0.90" O.D.) SCHEDULE 80 PIPE SIDEW K OR SHARED GRIPPING RAIL RAILS r 1%2' MIN. NPS (1.90' O.D.) SCHEDULE 40 PIPE USE PATH. GROUNDING 2" 21/e' min. ELECTRODE MIN' HR-1 TYPE I HANDRAIL (FOR USE ALONG STEPS) NOTES s/a" SOLID STEEL SMOOTH ROUND RO 1. THE CONTRATOR SHALL SUBMIT DRAWINGS DETAILING ALL ASPECTS OF FABRICATION AND INSTALLATION OF RAILING, TE FOOTING TO INCLUDING CONCRETE FOUNDATIONS FOR APPROVAL BY THE BE DE IGNED BASED ON GRIPPING RAIL DETAIL BE DE ENGINEER PRIOR INSTALLATION.PROFHOP DRAWINGS SHALL SOIL C NDITIONS. 2" ANCHOR BOLTS (FOR USE ALONG SIDEWALKS AND RAMPS) BE SIGNED AND SEALED BY A PRACTICE IEN ENGINEER, E MIN I HOLDING A VALID LICENSE TO PRACTICE ENGINEERING IN 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 TO ER THAN 5 GRIPPING EARTH FOUNDATION DETAIL G OWILL RBET WITH THE CURRENT ROAD AND BRIDGE EA RAIL THEPERCENT. INCIDENTAL TOOF WITH TYPE RAILINGS) OCACHIEVE UNIFORM COATING ON A SURFACES VENTING AND(FOR USE II& III THE RAILING. DRAINAGE HOLES FOR GALVANIZING SHALL BE INCLUDED IN THE SHOP DRAWINGS. L. 3. ALL FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A307, MAX. 6'-0" MAX. 6'-0" - SEE ROAD PLANS ASTM A563, AND ASTM F844. ALL ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH AASHTO rill GRADE 36. 4'/2" O.C. 3'4" NPS PIPE PICKET 4„ FOR RETAINING 4.CHEMICAL ANCHOR SYSTEM FROM VDOT'S APPROVED MATERIAL 41/g" O.C. s/a" SOLID PICKET 4" WALL DETAILS. LA LIST MAY BE USED IN LIEU OF CAST IN PLACE ANCHORS AND SHALL BE INCLUDED IN THE SHOP DRAWINGS. --I 5. POSTS SHALL BE MITERED TO MATCH GRADE OF RAMPS, SIDEWALKS, AND STEPS. I I 6. HANDRAILS SHALL MATCH GRADE OF RAMPS SIDEWALKS AND STEPS. 7, ALL POSTS AND PICKETS SHALL BE SET PLUMB. m 8. RAILINGS SHALL BE GROUNDED AND EFFECTIVELY BONDED. GROUNDING MATERIALS INSTALLATION TO BE IN ACCORDANCE WITH ST'D. FE-6. COMMERCIALLY 9 G SYSTEMS MAY BE USED IN LIEU AVAILABLE LATHE I I OF DESIGNING FABRICATING RAILING. DOCUMENTATION FROM 1 ANCHOR THE MANUFACTURER VERIFYING THAT PROJECT REQUIREMENTS ARE O RAIL EXPANSION JOINTS AT BOLTS MET WITH THE RAILING SYSTEM SHALL BE SUBMITTED WITH THE INTERVALS NOT EXCEEDING 3" MAX. INSTALLATION DRAWINGS AND APPROVED BY THE ENGINEER IN 30 FEET. ACCORDANCE WITH NOTE 1. POSTS 2" MIN. NPS (2.375" O.D.) SCHEDULE 80 PIPE )RETAINING 10. HANDRAIL TO BE IN ACCORDANCE WITH THE LATEST EDITION OF WALL RAILS : 2" MIN. LAPS (2.375" O.D.) SCHEDULE 40 PIPE THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. (EXPANSION JOINT PICKETS 1)'," MIN. NPS O.D.) SCHEDULE 40 PIPE 11. THIS HANDRAIL IS TO BE USED ONLY AS A PROTECTION FOR 00.05" OR s "MIN. SOLID STEEL SMOOTH ROUND ROD GROUNDING PEDESTRIANS AND SHOULD NOT BE PLACED IN ANY LOCATION ELECTRODE HR-1 TYPE III BICYCLE RAILING WHERE IT MIGHT BE SUBJECT TO ANY VEHICULAR IMPACT. FOR VEHICULAR PROTECTION STANDARD GUARDRAIL SHOULD (FOR USE ALONG SHARED USE PATHS) BE USED. SPE IFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. �V�❑T RE ERENCE STANDARD HANDRAIL ROAD AND BRIDGE STANDARDS 105 105 METHOD OF LOCATING AND ERECTING REVISION DATE SHEET 1 OF 1 601.05 504 VIRGINIA DEPARTMENT OF TRANSPORTATION 7/11 -'I 2016 ROAD & BRIDGE STANDARDS ACID DRAIN ACID DRAIN F 1 1 r I I KlassikDrain - K200 Galvanized steel edge rail channel system One meter channel Inside view of channel -showing channel ID number051 and knockout'If applicable (every 5th channel) oloMullw ® Half meter channel 19.69' (0.5 meter) 10.83" (275mm) 0 Q l ow raw° �l 12.80" (325mm) . t+1 • ascot 39.37' (1 meter) 9.92" (252mm) 14.76" (375mm) l�-m) 16.73" (425mm) '"I"wa •I•a I F- 7.ST 1200mm1 r (2tc25mm) 7.87" to Omm) 16.73' (425mm) 5.75" (400mm) 6.30" (160mm) 10.24" (21 (68mm) (� O Knockouts included on every 5th channel B A Type 902G In -line catch basin 19.69"(500mm) 1 9.92r 125y2mM 22.67°(576mm) 77°(200n) Total capacity= (►i (.i 19 gallons R M0 •N •N on E '^ •ItJ wFei c� � --cisv v Description pan No. Invert kMesm mn6 MustDescription Pan No. Invert arch F mug IIILbs. Lbs. K2-00 Neutral channel - 39.37" (Imp 75041 7.87 200 83.6 K2-28 Sloped channel - 39.37" (lm) 75028 13.39 340 113.3 K2-1 Sloped channel-39.371 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" tri 75002 8.27 210 84.7 K2-30 Sloped channel - 39.37"(1al 75030 13.78 350 115.5 K2-3 Sloped channel -39.3T(lm) 75003 8.46 215 85.8 K2-030 Neutral channel -39.37"(Imp 75047 ll 350 115.5 K24 Sloped channel - 39.37' Ilm) 75004 8.66 220 86.9 K2-0303 Neutral channel-19.69" (0.5mp 75048 13.78 350 68.0 K2-5 Sloped channel -39.3T(1Mm 75005 8.86 225 88.0 K2-31 Sloped channel -39.37"(lm) 75031 13.98 355 116.6 K26 Sloped channel -39.37"(lm) 75006 9.06 230 89.1 K2-32Sloped channel -39.37°Ilm) 75032 14.17 360 117.7 K2-7 Sloped channel-39.3T(lm) 75007 9.25 235 90.2 K2-33 Sloped channel-39.37"(lm) 75033 14.37 365 118.8 K2851apeel channel -39.37'(lm) 75008 9.45 240 91.3 K2-34 Sloped channel-39.37"(l) 7503E 14.57 370 119.9 K2A Sloped chancel-39.3TIlml 75009 9.65 245 92.E K2-35 Sloped channel-39.37°(tutu 75035 14.76 375 121.0 K2-10 Sloped channel -39.37"(Imp 75010 9.84 250 93.5 K2-36 Sloped one nnet -39.37"(lm) 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" Dino 75037 15.16 385 123.2 K2-0103 Neutral charnel-19.69" (0.5mp 75044 9.84 250 56.0 K2-38 Sloped channel - 39.37" (Im) 75038 15.35 390 124.3 K2-I1 Sloped channel -39.37"(lm) 75011 10.04 255 94.6 K2-39 Sloped channel-39.37°(lm) 75039 15.55 395 125.4 K2-12 Sloped channel-39.37"(lm) 75012 10.24 260 95.7 K240 Sloped channel -39.37"train 75040 15.75 400 126.5 K243 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 dwvhel-19.69'10.5mp 75050 15.75 400 77.0 K2-15 Sloped channel- 39.37" (limit 75015 10.83 275 99.0 K2-901G tithe catch basin -19.69' (0.5mp 94611 32.81 a33.3 68.0 K2-16 Sloped channel- 39.37" (lm) 75016 11.02 280 100.1 K2621G catch basin-19.69" 10.5mp 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"(0.5m)ID 94633 49.33 1252.9 101.0 K2-18 Sloped channel- 39.37" (lm) 75018 11.41 290 102.3 K2Seres 600 Optional plastic riser 99902 - - 10.0 K2-19 Sloped channel -39.37"(lm) 75019 11.61 295 103.4 Foul air trap - fits both 900& 600 series basins 90854 - - 1.2 K2-20 Sloped channel- 39.37" (1mW 75020 11.81 300 104.5 Universal end rap 96821 15.71 399 1.4 ll Neutral channel - 39.37- (imp• 75045 11.81 300 104.5 Debris strainer for 8' bottom knockout 93498 - - 0.2 K2-0203 Neutral charnel-19.69" (0.5m)p 75046 11.81 30D 64.0 K24nstallatien device 97478 - - 2.8 K2-21 Sloped channel -39.37"(lm) 75021 12.01 305 105.6 Grate removal tool 01318 - - 0.3 K2-22 Sloped channel- 39.37" (lml 75022 12.20 310 106.7 K2QLKkLok locking bar 10457 - 0.5 K2-23 Sloped channel -39.37"(lm) 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" (Ini 75025 12.80 325 110.0 K2-26 Sloped channel -39.37"(lml 75026 12.99 330 111.1 K2-27 Sloped channel -39.37"(lm) 75027 13.19 335 112.2 •N •N NoleK t _ t, 1.i�1 Fund Cap • UIi • P•1 round 1. The channel offers botthe om mute end; for feale4"&Gpths 2. Inverts show are for ihe male end; for female imed depth subtract 5mm (=021 from 8e role iNert leeceptfor neutral channels, where it will be sane as male irertl. To calculate the overall channel depth add 25mm (-1.01 to i uert depth. 3. This catch basin kit includes a polymer concrete tap, removable Quicklok looking bar, trash bucket and plastic base. Select an appropriate grate. Outlet Clow rates 0.20' 15mm1 �� U V 4. This catch basin Idt includes a polymer concrete top, removable Quicklok lacking bar, deep trash bucket, plastic riser and plastic base. Select an appropriate grate. Outlet Product Outlet size (Sch. 40) Invert Depth GPM CFS A A R Bottom outlet-11 Bottom outlet - K2-040 Bottom outlet 4(2-00 Bottom outlet -K2-040 End outlet -K2-00 End outlet- K240 4" round 4" round 6"round 6" round 4" round 4" round 6` round 7.87" 15.75" 7.87" 15.75" 7.87" 15.75" 9.84" 153 216 344 486 132 202 320 0.3E 0.48 0.77 1.08 0.29 0.45 0.71 R C C p End outlet-K2-10 p End outlet- Type K2-902G round 7 0.59 4` round 25.33" 263 IF Type K2-902G 4" round 31.83" 297 0.66 G Type K2-902G 4' round 23.76" 254 0.57 x 1 Type K2-902G Type K2-902G Type K2-902G 6" round 4' round 4" round 31.83" 23.91" 30.40" 658 255 290 1.47 0.57 0.65 K Type K2-902G Type K2-902G Type K2-90213 Type K2-902G Type K2-902G Type K2-902G Type K2-902G 6" round 24.68" 24.13" 31.82" 31.26" 31.26" 31.82" 30.32" 570 1.27 .57 1.47 0.66 1.45 2.56 1.43 L M N O 4" round 5 6" round 658 4" round 6" round 8" round 6" round 2 4 651 1149 640 Q R S type - Type K2-90 our roun All Iese are the We now II rates at the specified autkt, NOTcharnel crusnal Inch E begin flow retie are thish E toi end trash bucket -using trash o told bucket reduces flow. a 4' or 6' Sch. CIO) rr^ m CI vJ `•IJ �1.25'132mm1 O O V V nel AGO, Inc S EC Northeast Sales Offlt• Sales Office Southeast Ales d nk@AElectronk Contact: 4211 Pleasant Road irdoOACODrain.us Z 825 9470 Pinecone Drive 825 W. Beechcre8 St. Mentor, OH 44060 Casa Grande, AZ 85122 Fort Mill, SC 29708 www.ACODrain.ue Tel: (440) 639-7230 Tel: (520) 421-M Toll free: (800) 5434764 MR Toll free: (800) 5434764 Toll Free: (888) 490-9552 Fax: (803) 802-1063 110 Fax (440) 639 7235 Fax (520) 421-9899 0y1 Dlnc tlmb orate buC£snotgwres000s Orotluc b W arcgdulit ) Mato remduch MIN for is onouseANw, sommpnsmose are anwd ur rnlo-a ran pnv. nsshe conomers rewomhlint tip suaaoa a toot pmaon m, h9 o.n one. Aco ln,. Mons wareb%Gmftl s lM1e rigM1lmcbangelM pWMM ce ific t witbculnNce April 2018 4Atfdt - I . April 2018 www.ACODFl ACO DRAIN ACO DRAIN 1 1 1 E 1 KlassikDrain - KS100 Stainless steel edge rail channel system One meter channel Half meter channel r _learlsoanml � � � w,• 1 uz,mm„1 O O 993TII,rM1 3.9p• VaA 669" IlPomnl 1 kNal �`�i 1]Omm) •�V 1 YYi nsoncrl164 Knockouts included on every 5th channel ,•apNWMl,dr�rtp � � Type K9015 In -line catch basin .w a•owhlvmckan B �­Mar_.a m.N r1 i 0 0 •T.h •Pl • i yv J tt It T 1049 II V V Part Invert Weight Part Inert Weight Description No. Inches® mnil Description No. LXMsd mIN Lbs. Lbs. KSI-00 Neutral channel-39.37"(Imp 74441 3.94 100 28.1 KS1-28 Sloped channel -39.3T(lm) 74428 9.45 240 49.8 KSIA Sloped channel-39.37"(lm) 74401 4.13 105 28.1 KS1-29 Sloped channel-39.37"(lm) 74429 9.65 245 50.6 KSl-2 Sloped channel -39.3T(lm) 74402 4.33 110 28.9 KS1-30 Sloped channel -39.3T(lm)m 74430 9.84 250 51.4 KS1-3 Sloped channel -39.37'Ilm) 74403 4.53 115 29.7 KSl-030 Neutral channel -39.37"(lmp 74447 9.84 250 51.E KS14 Sloped channel - 39.3T Dim) 74404 4.72 120 30.5 KS14M N•aal channel -19A K)•5mW 74448 9.84 250 24.0 KS16 Sloped channel-39.3T(lm)® 74405 4.92 125 31.3 KSI-31 Soped channel-39.3T(lm) 74431 10.04 255 52.2 ICBM Sloped channel-39.37"Dirl 74406 5.12 130 32.1 KS1-32 Soped channel - 39.37' (1m) 74432 10.24 260 53.0 KS1-7 Sloped channel -39.37(lm) 74407 5.31 135 32.9 KS1-33 Sloped channel -39.3T(lm) 74433 10.43 265 53.8 KSla Sloped channel -39.3T(lm) 74408 5.51 140 33.7 KS1-34Sloped channel - 39.37"(IN 74434 10.63 270 54.6 KS1-9 Sloped channel-39.37" Dar 74409 5.71 145 34.5 KSI-35 Sloped channel -39.3T(IMP 74435 10.83 275 55.4 KS1-10 Sloped channel .39.3T(1mP 74130 5.91 150 35.3 KS1-H6SIDped channel 39.37'(1m) 74435 11.02 28D 56.2 KS1-010 Neutral channel -39.37"(lmp 74443 5.91 150 35.3 KS1-37 Sloped channel -39.3T(lm) 74437 11.22 285 57.0 K51-0103 Neutral channel -19i(0.5mp' 7444E 5.91 150 27.0 KS1-38 Sloped channel -39.37"(lm) 74438 11.42 290 57.9 KS1-11 Sloped channel -39.3T (lm) 74411 6.10 155 36.1 KS1-39 Sloped channel -39.37"(lm) 74439 11.61 295 58.7 KS1-12 Sloped channel -39.3T(lmi 74112 6.30 160 36.9 KS140 Sloped channel-39.37"(14) 74440 11.81 300 59.5 KS1-13 Sloped channel -39.3T(lm)_ 74113 6.50 165 37.7 KSI-040 Neutral channel -39.37"(lmp' 7440 11.81 300 59.5 KSl-14 Sloped channel -39.37'(1M 74114 6.69 170 3B.5 1131-01M Neutral chard-IIW'10.5mp 744M 11.81 300 27.5 KS1-15 Sloped channel-39.37"(111 74415 6.89 175 39.3 KS1-901S Wine catch basin -19.69"10.5mp' 94609 27.63 702 52.6 Ili Sloped channel-39.37•(lm) 74416 7.09 180 40.1 KS1-621S catch basin-19.69"(0.511 94618 28.86 733 55.8 KS1-17 Sloped channel-39.3T(lm) 74117 7.28 185 40.9 KS1631S catch basin-19.69"(0.5mp 94632 40.86 1038 65.8 KSl-18 Sloped channel-39.37"(lnd 74418 7.48 190 41.7 Series 600 Opflorel plastic riser 99902 - - 10.0 KSI-19 Sloped channel -39.3T(lm) 74419 7.68 195 42.5 Foul air trap - fits both 900&60D series beans KS1-30466'Het Dap 90854 96844 - 9.84 - 250 1.2 5.2 KS1-20 Sloped channel - 39.37"ril 74420 7.87 20D 43A KSI-020 Neutral channel-391(Imp 74445 7.87 200 43.E KS1-30865'Oudet Cap 96M 9.84 250 5.0 KBIaMMNaealdrrel-19.69"(05rNp' 74446 7.67 200 20.5 KS140466' Idet Cap 96UG 11.81 300 6.0 KS1-21 Sloped channel -39.37"(lm) 74421 8.07 205 44.2 KS140866'Oudet Cap 96847 11.81 300 5.8 I l-22 Sloped channel .39.3T r m) 74422 8.27 210 45.0 Universal end cap 95822 11.81 300 0.4 KSI-23 Sloped channel -39.37"(lm) 74423 8.46 215 45.8 Debris strainer for 4' bottom knockout 93488 0.2 KS1-24 Sloped channel .39.37' (1m) 74424 8.66 220 46.6 4" Oval to 6' mund outlet adapter 95140 1.1 KS1-25 Sloped charnel-39.3T(lmlD 74425 8.86 225 47.4 Kl{nstallaton device 97477 - - 2,13 KS126 Sloped channel -39.3T(lm) 74426 9.06 23D 48.2 Crate removal tool 01318 - - 0.3 KS1-27 Sloped channel -39.3T(lm) 74427 9.25 235 49.0 K1Quickiok locking bar 029" - 0.1 ofa capacdy = gut ons. • N • l►1 Notes: Outlet flow rates 6" Oval inlet cap End Cap � 1. This channel offers a bottom knockout feature; 4" round/5" oval. 2. Inverts amfor the male end; fa female inert depth subtract 5mm(-0.29 front the iNert (Except for naNal channels, twill be same as oak invert). Outlet Product Outlet size Invert K1-304-6 ell • lV shaAm male where To calculate the owrel channel depth add to inert depth. 10.64° (270mN i� ♦� V ' ` 3. This catch basin kit includes a polymer concrete top, removebk Qulcbok ticking bar, trash bucket and plastic base. Select an appropriate grate. concrete top, 4. This catch basin kit includes a polymer concrete top, removable Quil locking bar, deep trash bucket, plastic rise and plastic base. Select an appropriate grate. GPM CFS (Sch. 40) Depth A Bottom outlet- KS00 4" round 3.94" 108 0.2E A Bottom outlet- KS40 4" round 11.81" 187 0.42 R Bottom outlet - KS00 6" oval 3.94" 177 0.39 R Bottom outlet- KS40 End outlet-KS20 6" oval 4" round 11.81" 7.87" 306 132 0.68 0.29 C C End outlet-KS40 4" round 11.81" 171 0.38 D KS1-308-6 6" outlet cap KS1408.6 6" outlet cap Type KS1-901S Type KS1-901S 6" oval 6" oval 4" round 4" round 9.84" 11.81" 19.3U 25.67" 233 264 226 265 0.52 0.59 0.50 0.59 E F G H Type KS1-901S Type KS1-901S 4" round 4" round 25.30" 18.56" 263 222 0.59 0.49 1 T KS1-901S 6" round 4" round 25.85" 26.43" 586 1.30 K Type KS1-901S 269 0.60 L Type KS1-901S 4" round 19.36" 227 0.51 M Type KS1-901S Type KS1-901S 6" round 6" round 27.30" 19.99" 604 505 1.35 1.12 N o Type KS1-901S 8" round 27.30" 1051 2.34 P Type KSI-901S 6" round 26.43" 593 1.32 Q Type KS1-901S 4" round 27.17" 273 0.61 R Type KS1-901S 4" round 20.68" 235 0.52 S Type KS1-901S _ Type KSIAOIS 4" round 6" round 18.99" 27.17" 224 602 0.50 1.3E 7 Kl-4Di !•rr.s� .rIAL� 12.61" (320mm) W W rI r� 0 wJ 6" Oval outlet cap r - DK1-308-6 V V 10.64^(270mrN K1-408-6 Y E 12.61" (320mm) w /r NACOor Polymer Products, Inc. S E Northeast Sales ONiu West Acts Draft Southeast11Plea Alw d Follow us on J 9470 Pinecone Dave 825 W. Beechcrof[ St. 4211 Pleasant Road ®� Mentor, ON 44060 Casa Grande, AZ 85122 Fort Mil, SC 29708 Tel: (440) 639-7230 Tel: (520) 421-9988 Toll free: (800) 5434764 E aharan lc Corral Note: These are the pipe flux rates at the specified outlet, NOT channel flow rates. Catch basin flue rates am withmn trash bucket -using trash bucket reduces flow. Toll free: (800) 5434764 Toll Free: (88B) 490-9552 Fax: (803) 802-1063 info®ACODrain.us Fax: (440) 639.7235 Fax: (520) 421-9899 WWW.ACODra n.us 0 Serri 2016 POD Polymer Products, Inc. Th.,,irforrourni beh.cal To beaaurete but lt-, not,rusurneedm be on w u,,. I. raaRy for resorts that house, obsi-cs with our product ince conditions of uu are bywq the control of Me nrpan )the customers ressencortyt t suni and unary of productfor his oilruin I -se Ac0 Poymer Products Inc. reserves m ehu b e me product end sure&coons Nit otl . • • O I September 2016 September 2076 wwwACODraln.us wwar ACODl ain.us September 2016 www Ai \CO K200 DRAIN \� AA I VMDO Architects vmdo.com 434.296.5684 200 E Market Street 2000 Pennsylvania Ave NW Ste 7000 Charlottesville, VA 22902 Washington, DC 20006 �0�090 s 0 0, TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • bemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 17an D. C)ct10cki Lic, 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 & 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 #1 24.AUGUST.2022 NOTES & DETAILS C 1 2 1: Revision 1- 4/1/2015 No Scale 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 24" IN INITIAL BACKFILL 24' IN `BOLLARD (TYR) vmdo.6.5684 q7 a„ 8" 8" 8x MIN 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 '�'d'f""���""• #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 ON ROCK AND 18-zz vALVE Box • 0� THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF 1 x 6 TRIMMER 7 CU. FT. #68 STONE. No • ( GOING T3'-011 #68 STONE N: 1x6SIDING TIMMONS GROUP FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 12" CANE BOLTS 42"MIN 6" GATE DUMPSTER 8_6 i M. ;. 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 .M. , -. r, 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" e" 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•.�� 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'-O" BE USED AS ADDITIONAL SUPPORT. NOTE WITH TURNB�CxL4 emarle County colvc. CROSS BRACE I 1. NO ROCKS SHALL BE ALLOWED WITHIN OF THE WATER LINES. 2 x 4 -I I- 12 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION NOTE SHALL BE ALLOWED 2 x 4 RAILS FRAME 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. Public Schools 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT POST ELEVATION 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. V:Q� 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 NOTE. 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, Mrs 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 BEDF C SMALL BE USED FOR N ALL TYPES RD PIPE CULVERTS LESS THE I if" - 13 GAALGE OR 1{L" HEXHEM - ° - -- - STP-t APPLICABLE PIPE N COVER NSA. NOTED N THE STANDARD PC-1 TABLES UNLESS OTHERWISE NOTED ON THE RJNS. SQUARE TUBE SIGN POST �'9 2 H - IEIONT OF COVER MEASURED FROM TOP OF CULVERT TO FINISHED GRAPE. • • i'd" HE%HEAD _ .. �BA"-fi GRADE 8 SERRATED VDOE Project Number 002-34-00-101 r 3. b - EXCAVATION DEPTH AS SHOWN ON PUNS OR TO FIRM BEARING SOIL. y2" - E GRAPE a r -, - FLANCE NUT TORQUE FREE BOLT r , < SNIPE TO ELEVATION/ (SEE NOTE 1)e n a MD -POINT a CIRCULAR PIPE UPPER SLIP BASE OR VMDO Project Number 1284 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL ,,•-,3 GRADER CAST IRON SLIP BASE yA x"FILLET WELD 1. 0 OUTSIDE DIAMETER OF PIPE. TORQUE FREE BOLT • WITH LOCKING WEDGE /�..APE (SEE NOTE 11 (SEE DETAILS) - CONTOUR I 2 d NsbE DIAMETER OF PIPE. I ' 3'--: OF PIPE I •. Y, 3'd"-13 MISS FLAT WASHER®� 3. % • WIDTH OF CLANS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PPE. .L ,i(.?. % . Y2' WHERE M IS LESS THAN 38". t, HASHO S TEFLON COATED , I %. 18" WHERE tl IS 36" AND GREATER. JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. ! Bt"-13 USS FLAT WASHER WASHER SHIM - 4" MAXIMUM STUB HEIGHT R I �'� �R 12�/i:' RECOMMENOEO HEIGHT) 4. WHERE DIRECTED By THE ENGINEER. BEDDING MATERIAL MAY BE (EXCEPT ED FOR SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY, L/Ag7 yz" - 13 GRADE 8 LARGE T •. I NORMAL- EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE (E%CEPT PLASTIC PIPE) FLANGE NUT W' AND LESS N OAMETER WITH HEIGHT OF COVER 15' OR LESS. x 3' "GRAD 8 HARDENED, TEFLON COATED ' I 24' IN _ R APED SHOULDERS BOLT WASHER SHIM 5' ALL FOUNDATION OUND TION TPESE MATERIAL MAY USED LIEU PLASM MMATERIAL0"FOR 24" IN INITIAL BACKFILL VARIES , T 8" 8" a" 8" IO'i G� LEss n DIAMETER Corm NETrMr of COVER 1s'oR LE55. 10't--► -+-- SLIP BASE BREAKAWAY PROFILE DETAIL j�� �ji 4 • S. BEDDING MATERIAL NO CLASS I BACKFILL MATERIAL WY BE ELIMINATED FOR SHOULDER MIN MIN. \ MIN. MIN. %" FLAT WASHER -A-)✓ SLOT NUT DI-13) OUTLET WES NSIALLATKNS. O Uy1- /i �9 MOPE TO ORNN TO INVERT ELLIPTICAL PIPE I*.. ,,,Vi.,+-' 6' BEDDING 5' �S' _ %3 13 GRADE B LANCE FLANGE NUT SL ORLEr WE T,• 68 STONE 10 _ B _ SECTION A -A 1. Si - OUTSIDE SPAN DIMENSION OF PIPE. /� I R N•-•I J( ANCHOR SLIP BA COMBINATION 7F ANCHOR/ SLIP BASE PLATE 2.52" T D. Cichocki X�H (FOUNDATION BI OR MULTI -DIRECTIONAL COMBINATION A s l 2. S2 - INSIDE SPAN DIMENSION OF PPE. * STABLE SOIL ROCK ANCHOR/ SLIP BASE PLATE - SOIL f R V lie. No. 53741 (� (FOUNDATION CI +! n TRANSITION BETWEEN 3. R - OUTSIDE RISE DIMENSION OF PIPE. 0.3125" R W„ I PIPE DIAMETERS WHEN METHOD OF TREATMENT IN DROP INLETS DIFFERENT SIZES OF 4. X - WIDTH OF CLASS IBACKFLL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. SLIP BASE BREAKAWAY DETAIL MINIMUM WALL PIPES ME ENCOUNTERED. .9 X - 12" WHERE 521S LESS THIN 38". * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL THICKNESS I$ D.34" L / % - 18" WHERE 32 IS 38" MD GREATER 5. WHERE DIRECTED BY THE ENGINEER, BEDDNG MATERIAL MAY BE ELIMINATED FOR STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND 5 W ,• NORMAL EMTH FOUNDATIONS UNDER ROUTINE ENTRANCE PP0 E WHERE S2 IS 38" OR 3 .� 3 •. Z' �l LESS AND HEIGHT OF COVER WOR LESS. THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF }' 1.35° 3.6' SIONAL 6. REGULAR BACKFILL MATERIAL MAY BE USED IN LEU OF CLASS I BACKFILL MATUI& FOR NOTES ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S2 IS 38" OR LESS AND #68 STONE WATER SEWER MAT I ALS: R ..LL70 7 SHAPING OF MANHOLE AND NUT AVERTS N ACCORDANCE WITH �� HEIGHT OF COVER 15'OR LESS. pU P}' THIS AIDS 0 IS TO APPLY TO THOSE STRUCTURES SPECFED 1 %OPE TO DRAIN TUep RECEIVER - ON PLANS OR WHERE INVERT OF PPE 6 MOVE INVERT QU j TO INVERT OF 3" x$3" x ] GAUGE y IL11111�"--' STRUCTURE. OUTLET PIPE 3 A AST A500 PIPE ARCH o GR B TUBE I P. c MANHOLE OR DROP INLET IS TO BE FORMED AND, CONSTRUCTED tx� 0 - N ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. ' 1. S SPAN DIMENSION OF PIPE. FOUNDATION I! V POOR SOIL UNDER -CUT CONDITION K £ AST GRADE 50 - R N THEINVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A fTTP.I i RED( -TORQUE MULTI -DIRECTIONAL BOLT ON SAE7035 STEEL CLASS CD CEMENT CONCRETE MIX CONFORMING TO CLASS Al OR / / .9 2. R -RISE DIMENSION OF PIPE. w FORGING SLIP BASE TOP FOR 21/Z' SQUARE POST WITH Checked By B. CICHOCKI OHMS CLE%CEAM THAT ND OF COHSE STONE, MAY BE / LOCATION OF ❑THER UTILITIES i, 3. B -SEE PC-1 TABLE FOR APPLICABLE PIPE MATERIAL CGAS, ELECTRIC, TELEPHONE, CABLE, ETCJ - 1N6' UP TO 4" IN DIAMETER AND CONSIST E STONE, .THEN BRICK, Y. CAST IRON LOCKING WEDGE SHALLSPOKECONCRETE OR BROKEN CONCRETE BLOCK. TIE SURFACE :'j'. . 4. x - WIDTH OF CLASS IBACKFILL MATI BEYOND THE EXTREMTY OF THE PIPE. SHAH BE LEFT SMOOTH TE HEMS E HMO TROWELLING. NONE OF THE COHSE AGGREGATE SH/LL REMAIN EXPOSED. . . , � � x - 12" WFERE S2 6 LESS THAN 3E". � Designed By K. RO E S E R DETAILS OF AVERT SHAPING M SHOWN HEREON ARE FOR EXAMPLE _ x - m" WFERE 52 6 36" AND GREATER TOP POST RECEIVER/ 'WHEMIEx2y(" "-,"PURPOSES ONLY. EACH MANHOLE OR DROP INLET S TO BE SNIPED- _5. WHERE DIRECED BY THE ENGINEER. BEWRD MAERVL MAY BE ELMINATEO FOR FOR 21/2' SQUARE POSTMENDIIALLY TO BEST FIT THE PARTICULAR INLET AD OUTLET NORMAL EMTH FORDATIONS UNDER ROUTNE ENTRANCE PPE WHERE S2 IS 35" OR ICONFIGURATION AND FLOW LINES. LESS AD HEIGHT OF COVER 15'OR MS. INITIAL BACKFILL I��O'� y K. ROESER SECTION B-B '4 MI Drawn BPLAN B. REGIILM BACKFLL WIEIIS MAY BE UAO IN LEU OF CLASS BACIFLO MAERML FOR UNSTABLE s" a" e" a" EASEMENT WIDTHS( WATER OR SEWER ONLY - 2D' MINIMUM NOTES: Y6 ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PPE WHERE S IS 3s" OR LE55 NO E% /3" - 13 THREADS N" (EIGHT °F COVER T5'Ca LESS. SOIL _ WATER Ik SEWER 30' MINIMUM I. TIGHTEN THE TORQUE FREE BOLT USING THE LARGER -" HEX READ, HEM METHOD OF TREATMENT IN MANHOLES MIN, MIN. . MIN MIN #68 STONE HEN LOOSEN THE BOLTS BY THREE COMPLETE TURNS USING THE Y4" �_ _ X HEAD. RETIGHTEN EACH TORQUE BOLT USING THE SMALLER yK'• TORQUE FREE MATCH PLATE HARDWARE `VDOT BEFERENOEN �VWT =-°< 0:;: GRANULAR FILL AS z Ot.%�. x HEAD UNTIL THE $" HEX HEAD TWISTS OFF. STANDARD METHOD OF SHAPING INSTALLATION OF PIPE CULVERTS & STORM SEWERS =- ROM AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS �_ :,"•4:^'-z _ APPROVED BY ACSA SP CPICATION A COPY OF THE ORIDNAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. `VDOT SHEET 1 OF I REVISON DATE MANHOLE & INLET INVERTS W2 GENERAL NOTES REVISION DAM sIEEr 1 DF 1 /- ` SQUARE TUBE SIGN POST �2 W3 L T ` \\ /T R FERENCE ROAD AND BRIDGE STANDARDS gy,Ca VIROW DEPARTMENT OF TRANSPORTATION VIRGINIA DEPARTMENT OF TRANSPORTATION D7.oD STA -. I aCIC� L/STABLE SOIL OR ROCK MT SEE PART 3, PARAGRAPH DI SEPARATION OF WATER & SEWER SYSTEMS. 700 FOUNDATION TYPE B AND C DETAILS REVISION DATE SHEET T OF 12 VIRGINIA DEPARTMENT OF TRANSPORTATION NEW 01/15 132M 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 " HYDRALLIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA N SOUME YARDW 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 FEET) GROUND LINE z GROUND LINE z GROWD LINE x 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE MOVE ITEMS IS A SEPMATE PAY ITEM AND SHOULD Engineered Surface Drainage Products �/� �LJ 'rI n /� UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT BE SUMMARIZED FOR EACH CURB CUT RAMP. ® g - - - - - ABO YL I flE INl I IAL PAtAK 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 IL rrr J/i I, "� rr /r Jr Jr II- J 9D° T❑ THE RIGHT OF WAY, THE REQUIREMENTS Or THE SPECIAL BM TE T FOR CG42 DETECTABLE aBa MAX GENERAL 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. WARNING ECIAALL DESIGN SECTION FOR L �ROVVMALRTED TO THE STMDAROS AND _ /rJ /J C MII -11 / r EARTH .I ROCK OR EMTH a a PI I F R RAMP MAY POURED I HI T WITH RAMP PVC surface drainage inlets shall include the drain basic type as indicated on the contract drawing and referenced within the contract specifications. The ductile o I c „ UNYIELDING 3.. SLOPING soES o CURB M M BE OU ED MONO` T CALL WI AN q• iron grates for each of these fittings are to be considered an integral pan of the 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 UOR SING PRECAST, PERMISSIBLE CONSTRUCi10N JOINT WITH OWEL BD BARS a surface drainage inlets shall be as manufactured by Nyloplast a division ofAdvanced Drainage Systems, Inc., or prior approved equal e - MATTER& IN THE TRENCH. DING 4 ' THIF AT AD AMP NING (FLARED SIDS CAN BHOLES ECASTIN PLACE AFTEED FORR PLACEMENT OF "A MAX L - 31 = G I -I! I PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A MATERIALS MIN. MIN. 1/10 D n _ I 5. BELL HOLES SHALL BE DUG OUT 1N ALL CASES. 5. I REQUIRED EMS ARE TO BE NO.5 X e" PLACED TCENTER TO CENTER &ONG MIN. V 10 D % D % BEDDING I/ID D BEDDING I 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 thermoforming 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 mancifaatured from PVC pipe stock and formed to provide a watertight connection with the specified '/" PER r OF H 6. . CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS pipe system. This joint tightness shall conform to ASTM D3212 for Joints for drain and Bell pla5flc pipe using flexible elastomeric seals. The flexible elastomeric B"• MAX. 24" FOUNDATION SOFT, YIELDING. OR ME INCLUDED IN PAYMENT FOR CURB / CURB 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 J. CURB RAMPS ME TO BE LOCATED AS SHOWN ON THE PLANS OR AS DRECEED 1z:1 MAX the pipe stock that is used to manufacture the main body and pipe stubs of the surfaced drainage inlets shall conform to ASTM D1784 Call Gass 12454. DUCTILE IRON WATER UTILITY LOCATIONS & EASEMENT WIDTHS MI THE ACCESSIBLE ENGINEER. WITHIN THE RIGHT OF WAYT OF ARNGHWAYFCIUTYER ,2a NAX �- 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 SHOWN 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. 1.5 x D MIN. 1.5 x O MIN. 1.5 v 0 NTS BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING 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 7050-05. Grates and covers shall be provided painted black. AND us60 Br PEDESTRIANS. p'S'n''//, v''R�T•N ' � 9 P D INSTALLATION - - - NNN r/r/rJ/ • •• •• •• - 8. I PIMPS MAV BE PLACED ON RPOIAL OR TMGENTIPL SECTIONS PROVIpED THAT 1'� 1 TD-I � 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 •.. /r//r //Jr .2:2p - ///////NNrJ //r/i/Jrini/- PERPENO!cuLM ro THE tune. yMN* *�A�' P 9 9 PP P - - { Nr rrr 'r:::::: - 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 In ASTM D2321. Bedding and backfill for a ;: jj �� ; ; ;•: - ;: iir r/i •Vf•V{,N}f{.• - NN/N/N /NNNNJ 9. TYPICAL 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 Dort will be cut at the time of the final = r a :' cRouNO - :• / •>�o�,avo GROUND - C 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 ENTRANCE (HEAVY 4' MN AT ): , 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 9 9 9 9 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 1 = _ _ _ - _ 10. WHEN CURB RAMPS ME USED IN CONJUNCTION WITH A SHARED USE PATH, \ AT XX ,SANE 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. 1 i EARTH -� ROCK OR 1 ; % THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHMED USE PATH. MIN. 1/10 DD - UNYIELDING _ A WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL). TYPE C MIN. VD o x D X BEDONG II" of R x- n . a SOIL "' a ^�e600wc ��' ^" �E' PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCRDANCE A 4' x 4'LANDINC MEA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR 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. LMDINC AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME 'vs MAX. 24" MATERIAL FOUNDATION SOFT, YIELDING, OR CAPPED ENDS PAINTED BLUE IN REMOTE AREAS 12. ALL CASES WHERE CURB RAPS INTERSECT A RADIAL SECTION OF b"-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 AMINING SURFACE SH�I_ HAVE DEA BY THE FA TORYMANUCDIIRER TO Enid° I+ 0 O O O O BEDDING MATERIAL IN ACCORDANCE WITH I ., THE BACK OF CURB.`-1.0...... 0 0 O 0 o O O O o O O - TO HIGHWAY DEPARTMENT APPROVAL. 0 0 0 0 0 0 0 0 0 0 ® SECTION }02 OF THE ROM AND BRIDGE ® EMBANKMENT NOTES: `t•' '�4 .'.': SPECIFICATIONS. ' i' '''. 4.' : ENDING PIMP O 000 0 0 00 0 0 0 REGULAR BACKFILL MATERIAL IN ACCORDANCE FOR GENERA NOTES ON PIPE BEDDING, .r. + 0 0 0 0 0 0 0 00 0 0 0CLASS I BACKFILL MATERIAL M ACCORDANCE SEE INSTALLATION OF PIPE CULVERTS WITH SECTION 302 OF THE ROAD AND BRIDGEIT T F ON STORM SEWERS GENERAL NOTES W H SEC ION 302 0 THE ROM AFD BRIDGE sPECP1cATloxs. FINISHED GRADE0000 0 0 0 0 0 0 0 069MINSPECIFIMUM CL ON SHEET 10].DO. FOR PLASTIC PIPE : FOR ALL OTHER PPE REGULAR BACKFLL MATERIAL CRUSHED GLASS CONFORMING TO THE SET DOGHOUSE BASE • - A EXISTING SANITARY 50%-T65Y. OF BASE OP DIAMETER OIMETER 0000 0 0 0IN ACCORDANCE WITH SECTION 302 Of THE ROAD 0 0 0 0 0 0 0 0 0 0 0 0 6" MINIMUM CLASS I BACKFILL MATERIAL PLACED DIRECTLY AND BRIDGE SPECIFICATIONS. SIZE REQUIREMENTS FOR CRUSHER RUN ON CONCRETE BLOCKS SEWER PIPE OVER PIPE MD 6" REGULAR BACKFILL MATERIAL, AGGREGATE SIZE 25 AND 26 MAY BE DETECTABLE WARNING ISSUES AND REVISIONS THIS PRAM DISCLOSES SUBJECT MATTER IN WHICH DRAYMBY CJA MATERIAL 31MWMMAW OR 12" OF CLASS I BACK FILL MATERIAL, USED IN PLACE OF CLASS I BACKFILL '4 .. ; 4 • AT BACK OF CURB 0.9"-0.{" _VARIABLE FULL WIDTH OF PIMP FLOOR _ I IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE .q SEE NOTE 12. O BASE DIAMETER NY'L= HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA UWH -., M. • • ! PAY LINITS aR POSSEsswx oFTHIS PRINT DOES xor c°INFER NEE atom Pxx mDlrv-2w sPECFlcnnorls. DOGHOUSE OPENING SHALL 'a ;' i' MIN. 12" CLEARANCE DETECTABLE WARNING TRUNCATED DOME NO. SUBMITTAL DATE TRMSERORUCENSEWEUSEOFTHEDESIGNOR Ny10 ast' FAXi?M)N24AW H IL ! H BE PREFORMED BY ` ' ' _ ° • • ' BETWEEN EXISTING PIPE DETECTABLE WARNING )44'v.4f ,,, p. TECH OLINFORM4TK)NSHOWNHEREN REW9EDBY xMX PRGIECT NO,NAME WWW.mIxPUAwF.F„x VDOT sPEclFlcanoN 'I.k'`'.' (' •. s.. INSTALLED ON A RADIUS DETAIL INSTALL. OF PIPE CULVERTS AND STORM SEWERS REFERENCE+)�'x k' MANUFACTURER OR I AND STONE BEDDING DETAIL 1 FINAL SITE PLAN &WPO PLAN SUBMISSION 10.AUG.2020 REPROOUCTIONOFTHIBPRINIORANYNFORMATION TITLE ROAD AND BRIDGE STMDARDs O !'"yf'I yN +,. GONTAINEDHEREIN,gRMANUFACTUREOFMY MAE M-N-II !V'+I SAW CUT TO FIT PIPE ' XVDOT SPEDFICATGN ARFUEHEREFROM,FORTHEDISOOSURETOOTHERS B IN DRAIN BALN SPECIFICATIONS SHEET 1 OF 4 REVISION DATE CIRC. PIPE BEDDING AND BACKFILL - METHOD "A" 302 I I /(•�}Il OUTSIDE DIAMATER •M ••! .a:. ROAD AND BRIDGE STANDARDS CIS DETECTABLE WARNING SURFACE REFERENCE 2 FINAL SITE PLAN RESUBMISSION#1 25.NOV.2020 IS FORaDDEN, IXCEPr BY9PEGFp WRRTBI }03 ADJUSTABLE TRAFFIC RATED PEFML4911N FGUMNVLOPIAST. IW13xYLOFVdr [INSIDE A SOME 1:1 SHEET ION DWGNO. TN-0190H REV J 107.01 0]/19 VIRGINIA DEPARTMENT OF TRMSPORTATION I VALVE BOX W/ LID PLUS 6". - SHEET 1 OF 5 KV61ON DATE (GENERAL NOTES) 105 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 ' ' '>. .+ 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 20}.05 Z 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 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 WPO AMENDMENT #1 28.MAY.2021 NYLOPLAST DRAIN BASIN WITH DOME GRATE z N A 5-MAN I4. GRAPE 60. REINFORCING ROD ENCASED N DOGHOUSE MANHOLE BASE •5 DOWELS. 8' LONG PERMISSIBLE 12:1 MA%. y T WPO AMENDMENT#2 24.AUGUST.2022 • NO. 6 GALVANIZED STEEL STEP MATERIAL APPROVED BY THE ENGINEER. AT 12" C-C 5'MN. CONS 12�t MAX - NO. _X 1 A CORROSION RESISTANT RUBBER OR OTHER WALL (4 EACH) (1, 21 INTEGRATED DUCTILE IRON (DIMENSION MAY VMY�WITHSION R SSTMT'S X MANHOLE ABOVE BASE SHALL I �' 4 w+ 8 MINOR SITE PLAN AMENDMENT #1 24.AUGUST.2022 GRATE TO MATCH BASIN O.D. Yr' DESIGN IC HO CORROSION RESISTANT L VI, 12:t MAz '>S 5_ .Mo FILL DOGHOUSE OPENING MATERIAL� IZH MM B1 M x, T WITH BUFFER STRIP B CONSTRUCTED AS SHOWN AROUND EXISTING PIPE J 0 PSI CONCRETE TYPICAL SECTION - - ON FIGURE S-1-A ORNTH NON -SHRINKING ROUT RALP f PIMP �s MIN M.J. GATE VALVE (SEE TABLE) A ISEE TABLE) 1t TRUNCATED DOMES W MAX.-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.MANUFACIURING WRAP EXISTING PIPE WITH BACK OF CURB 4 WITH BUFFER STRIP PIANS)TAXEOF • TO FLOW A MIN. zon Fl RED. SAME AS MIN. SUMP) NEOPRENE GASKET MATERIAL 4e : s'w+ 1'-0" BEYOND BASE BEFORE FILLING THE OPENING OF STRUCTURE '.' NEOPRENE SECURED BY 2 NON- Iz:'M. t CORROSIVE STRAPS, 1 ON z•M1"' SECTION A -A PS STEPS WILL BE REQUIRED N ALL STRUCTURES WITH A DEPTH OF"• li• •% �" 41-0" OR GREATER UNLESS OTHERWISE NOTED ON THE PLANS. WATER LINE EACH SIDE OF OPENING PERMISSIBLE l WITHOUT BUFFER STRIP "m $ ILL STEPS SHALL PROTRUDE 4!/2' FROM INSIDE FACE OF d JOINT CROSSWALK CROSSWALK x 9 STRUCIURE WALL. N (3) VARIABLE SUMP DEPTH %% '`E �':.�; MAXIMUM STEP SPACING TO BE >e" C-C. P 12" MIN. CAST -IN PLACE - } (4) VARIOUS TYPES OF INLET& OUTLET ADAPTERS 4'MIN ON O'-24' ACCORDING TO PLANS STEPS SHIL} WITHSTAND A MINIMUM FORCE OF 300 POURS WHEN ' -_I 3,000 PSI CONCRETE BASE kr FOR!',i)F 1 El(TENOED 4/X" FROM THE FACE OF THE SUPPORT. CROSSWALK AVAILABLE: DUAL WALL, ADSIOHOPE �i AIM 6' MIN ON 30'&36' (6'MIN.ONTIMIN. NMIN.ON 30' p. /�'R SECTION B-B (ADS N-72MANCOR DUPE SEWER SM OR NMANUN.CT39'UFU qW STEPS ARE TO BE VERTICALLY SIGNED AND UNIFORMSv SPACED FOUNDATION SECTION VIEW ~•� Aa 9DVME LAIpNG NKA SINGLE WSL),N-02 HP, PVC SEWER (EX: SDR 35), BASED ON MANUFACNRING RED,) FOR THE ENTIRE DEPTH OF ANY STRUCTURE. 2500 P.S.I. 991.1 st PAY.. 1. NOTES &DETAILS PVC OWV(EX: 3CH 40), PVC C90eC905, '' (DIMENSIONS MAY DESIGN) N PRECAST WITS SUM MAY BE CAST IN PLACE, MORTARED x1 '2'X 2' BEARING AREA. I: FTWPEMCVLM WGsswALx TYPICAL SECTION o (DIMENSION$ WY VARY WITH p' CROSSWALK mnp ,IRE MutM CORRUGATED&RIBBED PVC i INTO HOLES PROVIDED BY THE FABRICATOR, OR DRIVEN. CONCRETE NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, CRISSWALK NSA • MINIMUM OF 3 EM3EOMENT STEPS OFFERING IN DIMENSIONS, CONFIGURATION, OR MATERIALS THRUST BLOCK NOTES. SEE SHEET IOF 5. WATERTIGHT JOINT THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER FROM THOSE SHOWN MAY SSO M USED PROVIDED THEY MEET Q THE REQUIRED LENGTH OF A PARALLEL RAMP TYPICAL PLACEMENT (CORRUGATED HOPE SHOWN) GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, THE MINIMUM REQUIREMENTS SHOWN HEREON AND THE - Q. IS LIMITED TO 15 FEET, REGARDLESS OF THE a AT INTERSECTION " CLASS II, OR Cl-ASS III MATERIAL AS DEFINED IN ASTM 02321. CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS AND SLOPE. CERIFm REPORTS OF THE PROPOSED SUBSTRUTEST REND HAS 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW LA„ G S.IMAz, WITHIN CROSSWALK CUM BEDDING& BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE RECEIVED WRITTEN IPPROVS FROM THE ENGINEER FOR THE USE SLOPE 4' BUFFER STRIP PLACED& COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. OF SUCH STEPS. d 4 TYPE B PARALLEL 5•SNEWALK S' FLOW TO THE EXISTING PIPE. APPLICATION LAW„D aN, MN. SURFACES STEPS INSTALLED SHALL U PROVIDED WITH CORRUGATED KNURLED, 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 RAIN LENGTH OR OMPLID SURFACES. O V „ ROAN PERCENT'wE IN FEET 32„ NAx 5 MIN DIAGONAL PLACEMENT SUMNUIM 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. ALLOY 9005-T5. 0 4 e 5'MN T THAT PORTION OF E STEP ENCASED IN MASONRY SHALL BE OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE I M- 1-B'-30'OOIAEGME99HAIL BE OUCTIIE IRQx PERA6TMA536 ,/•' 'W® UNIFORMLY COATED WITH A BITUMINOUS. SOLVENT TYPE. ASBESTOS GRADE 70dD05. •P` SMfy FILLED ALUMINUM PIGMENTED COATING CONFORMING TO FEDERAL 2 5 a F 2-B'&10'MMEGRATESMI MEOMINBMINSWRHTHEUSE SPECIFICATION TC-C-0049EA BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN 3 6 9 AOUTSIDE a'S°UME LAVOING AREA ONG AREA OF A PVC BODY TOP. SEE DRAWING NO. AMA 1110LS >' NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. ACCORDANCE WITH THESE SPECIFICATIONS. 4 tl tz WLLB°F Tor°VEDF A4'SCUMELNVELWAY CROSSWN PE'"FBEIUCILM CROSSWKK f WT51°E CF OVIDELWAT 3 DRAIN az INTOBECUU MMMUFACTUREDACCOR iwmPLW T1HI5 PRIMOISCLOSES SUBJECT MATTBTINNfIGN DRAWMEY SEC MATERAI. 3130WROMAVE 5 f0 15 Minx TIE uMrcrl SHALL BE PROVCED FOR DETAILS. RISERS ARE NEEDED FOR WIN9OVER M'DUE TOSHIPPING NYLORMiXAS PROPRIETPRY NGHB. TXE RECEIPT BUFORO, GANMiB ALUMINUM STEP s to ,5 WITH BUFFER STRIP °LOSSWKrc MEA GLy°55WA PERPEN°K'LLM CrtO55WALK TYPICAL MANHOLE BASE WITHIN TLK MARKED MEA. RESTRICTIONS. SEEDRAWING N0. J001-110LRI. GRP095ES HAS OFTHISTARY MGM. TCONFER, DATE 0}26I0 PHN(P,,, GA II WITHINALNNSA 4- DRAINAGE CONNECTION STUB JOWTIGHMESS SPoNLCONFORMTO TRANSFER OR LICENSE THE USE OF THE DESIGN M 1` last' FAX pJO)9322690 ASTM D5212 FOR CORRUGATED HDPE(ADS NI2 ICOR DUAL WALL), TECHWAL INFORMATION ION OF THIS SNOTN HEKANY NFORM4nON RENSEDBY NMH PROJECTMO.RMNE ✓ wv, "loplast-us.com aPE `VDOT `VDDT SPEDFICATGN STANDARD STEP CG-12 DETECTABLE WARNING SURFACE REFERENCE N12HP,&PVC SEWER(4'.3B'). TITLE ROAD MD BRIDGE STANDARDS TYPICAL GATE VALVE SHOWING DOGHOUSE INSTALLATION ROAD MO BRIDGE STANDARDS 5. ADAPTERSGL CAN BETWEENDARROSEEON DRAE 0'MS T0SNO MI-11ITO RMINE GONTAINEDHEROM.FRRME DISCLOSURETY ME 0E124r DRAIN SPEC NSTALLAWITH MEGRATE MINIMUM ANGLE BETWEEN ADARER39EEORAWNG NO.iDt-110012 ARTICLE HEFEFROM. FOR THE DI9Cl09URET00THER8 OWLK SPEC INSTALLATION DETAIL VIRGINIA DEPARTMENT OF TRMSPptTAT10N REVISION DATE SHEET 1 OF 1 SHEET 3 OF 5 REVISION DATE TYPE B (PARALLEL) APPLICATION 105 6-I'-NT DOME GRAZES RAVENO LIMPRATING IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN DWG Bff A BGIE IM SHEET IMI DWGMO. 1N1-01dwT MY E D8.09 NTS N.T.S 203.07 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 PEI6ABBIN FROM NYLIPIAST. .xM3"1°,.M FIG. W-5 FIG. S-1-Al TD-9 TD-26 C . 3 BEL��O�I® OUTDg�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 SETBACK (MIN.) — — — — —PUBLIC SIDE — — — — — L.H. OPERATOR BARRACUDA STYLE YOKE SHOWN WIND BRACING — PRIVATE SIDE I PAD TO PAD WILL VARY WITH GATE LENGTH 8"SETBACK (6"MIN.) — 84" (MAY ALSO BE VIEWED AS CLEAR OPENING) PLAN VIEW MADE OF 2-1Q" SQ. TUBING - STEEL OR ALUM. BARRIER SCREEN (REQ'D.) VARIES BELOW Il+": ):^:`*::<•.j..t;. y::C'"f, GRADE/PAD LEVEL FROST LEVEL ELEVATION VIEW VIEWED FROM PRIVATE SIDE CONCRETE 87-318" lid/E:3Y 'OR APPROVED EQUAL` www.belson.com RIGHTHAND - VERTICAL PIVOT GATE (VP FAC OPERATOR TO FACE OF YOKE (CLEAR OPENING) VARIES PUBLIC SIDE r3"SET (MIN.) T— 18" L BARRACUDAS YOKE SHOWN .OPERATOR 48" VNND BRACING P TE SIDE ——8"SETBACK (6"MIN.) 13" PAD TO PAD WILL VAR TH GATE LENGTH (MAY ALSO BE VIEWED A EAR OPENING) OF2-12 SQ. TUBING - STEEL OR ALUM. J GATE GUARD -T SCREEN(REQD.) VARIES GRADE/PAD LEVEL BELOW YOKE PAO."/.i<::i:.'. i.`�.::. 1 FROST I; :'+:GONG. OPER. PAD, ra LEVEL n. 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). ME WFOIIMAl10N CONTAMEO D3�: 4/19 I�AUTOVMT ONTNISOOCUNENTIS MEMIAL.ANY DR. By: MKS l G eInky SYFFNIIF DONQTS•CALE OI SSNNFEMMAMNE. UNM VER OISCLOSUPEORCOVYING OF Ckd. BY: DMR W014c, N�In MNpMi.O�b Desorpti0U: D81C: DRI. BY: Ckd.BY: THIS INFOMIATION IS HLKr�19, COMBINED LEFTAND RIGHT HAND GATESON ONEPRINT pTY2pR6 MKS KAV S141Cn.Y PINHHNl ONIESSOTHERWISE SPECIFIED DWe.:200 Barracuda VPG VPG WAS VPL B INCREASED BARRIER SCREEN COVERAGE Nu .9 MKS DMR DIMENSIONS ARE IN INCHES UPDATED PRINT -OPERATOR SHOWN MORE ACCURATELY 03/pAF13 SLO MKS adc1ES±I- m....o noe: 200 Barracuda Vertical Pivot Gate (VPG) GATE TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. OR APPROVED EQUAL VhX 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 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. ounty 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 rTh D. Cichocki Lie. No. 53741 9/*1 7, 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 WPO AMENDMENT #1 28.MAY.2021 7 WPOAMENDMENT#2 24.AUGUST.2022 8 MINOR SITE PLAN AMENDMENT #1 24.AUGUST.2022 NOTES & DETAILS ClA P" DEC _ INV. IN= 83.$6' 15.'".RCP (N) 692- I INV. 1N=6 .:40' 11.HDPE:(W! .:: INV. N; 684;13' 4": (BLD) Ur INV. O -fi83:40' 15'°RCPcONC' \coNc COA 3' (W) DOOR 0, /CANOPY ' FFE=693.41' - (.TYP) ' COLUMN (THRESHOLD) MHS / / , �O 1.010 TYP. \ \ \ TOP=? 96' / /\ GO 3' W DOOR / INV. I 673.74' PVC-LAT/ / ( ) (BREE2 / I I � / 2 INV, IN-673.44'8jPVC-(NW) / OUT=673.�0'8'PVC / L II SD INLET (GRATE) TOP=689.00' l - II / / ' CO INV. OUT=68500'15"RCP / / / II / , q 1 / GPI / 3' (W) DOOR I� / iU ��../, / / / / f FFE=693.46' coNc. \ P (THRESHOLD) // OP-689. 89' I1' II // �/ / CONIC. ' TOP- 2.84' 7•x VA \ i ' ELEC. `� i'1 BQ`T=690. INLET / / / I / I /•; / VAULT fe 6'(W)DBL. DOOR Y5 FFE=693.44' Ig \_'DE& X (W) DOOR CONC. O FFE=693.43' (W) DBL. DOOR UGP- - (GROUND) CONIC. SO INLET LEVEL 1 PLANTER (TYP) VONYLO TOP=691.85' BLD LINE FFE=69BL. DOOR I \ / BACK-FL6W _ _ / > I INV OUT=68730' 12"HOPE / I ,/J� PREYMiE1F % / \I 1 \ / N ' i / / �// TOWER ON APPROXIMATE LOC \ / , I / // I � - EX FIBER OPTICS VAULT. ' \ \ i / / /� � - - CONC. PAD CONTRACTOR TO VERIFY APP�R&L LOCATION PRIOR TO - -_ - CONSTRUCTION. /(uauLTs / �� / ' }p 1 - APPR0, Do" APPROXIMATE LOC - '/ l / / /5 / / / / / 6' (W) DBL. DOOR EXCOMMLINE. ® / / FFE=70233' MULTI -LEVEL / / I / - ®r / / `\ MASONRY, BLOCK& FRAME CONTRACTOR TO VERIFY I / v I I � / AA ROX. C. lEXI TIN I SCHOOL FACILITY LOCATION PRIOR TO /� UN �UEL�INE CROZET E.S. CONSTRUCTION. / R ( I t7F (1407 CROZETA VENUE) I/ / O U 1 I '1 \ FFE=708L3. DOOR // 15'WIDTHU�RGROUND / / / CONC STEPS UTILITYEASEMEN FORVIRGINY I / / // f, / / ` \ ELECTRIC 90WER C, . 310 I , / X / / 4$ PINE J ® - 23 RISERS / / OB. 1101, P . 310 I �l / / / , I \ I / I « POR ION OF \ ` 3'(W)DBL. WA ERLINE / U DOOR '---\-------- / KETCHE BASED ONA SA G/S- / �k / CONC � - y a I I I I I \ ` \ WALL I CONC. I / S- V I I I I I I IIII 1 I 7 -q Aqr q 7B-f 41 q SWK . yg, I TOP=698.05' I I 11511 E \ _ _ . �l _ _ - ` , / _ ` INV INI I INV OUT8680.25'' bl" PVC �VCI �`lTti' PINE _ _ 12" DEC 8"'SEC 8" DEC CON .SWK \\ CURB ` \ � \ \I CURB EP EP y� � Cj WO N SD URB /NLIET W/ GRATE I TO-696.02' (F/L) I 1 / / I \ \ - _ /q� - I p I INl OUT=6 .3T 15"RCP I I I I I I \\ 8-i 8„ b _ q �" g" -' -UGP -s = HGe _ - - UG - yIII 15" RCP \ \ CDRB CONIC. SWK I _ _ �- ----------------- G -- --- -------- CONC I I II I Ij // (12 SPACES) I/ / SD CURB INLET W/ MWD I / TOP=696.62' / I I I W INV. IN=691.92 15"RCP INV. OUT=691.87715" RCP ASPHALT 1 (12 SPACES) I �O (5 SPACES) , I IJ, CURB , U-UGP-�---u --+--- _ Gp-� UGP- L 12" DEC / CURB 15" - °� I aU' \ \ / / EP I! EP II I I / �X i- - - - m I \ `�\ - CURB -t-I" Co TMP�`I6-64 I I 11�---_+ O \ \� ROBERT S. & BLAA4 R. ANIDERSON, ' I I I I - - - - ` _ _ - - o - - - - �0 - �- 7RONT SE BA-K II T C ' I � - - - _ I y DB. 1871,PG.34 I I N� - - - _ ���\---------------------_--�� 1B"pec\ I I ZONED: RA RURAL A*AS) _ _ I ( ' - - - ------------------ I I °yr) -793 - - _ - - - _ _ 20' WATERLINE EASEMENN 1 I c I �IL_ I �-', �'----------�- _ _ �\ FOR�4LBEM�4RLECOUNTY`♦ 1 / SERV/Cf;AUTHOR/TY \ m / _ _ - DB. N63, PG. 28 U/' I I �c y0 6 DEC\) O �UFO - I � 12" / \ 12" DEC / - - �- 1 / I Z / I 1 APPROX. TREE I \ ' VARIABLEWIDTH POLE LINE 1 ORIPLINE (TYP.) l l INV. (IN)=6980k hp / EASEMENT FOR VIRGINIA ELECTRIC POWER COMPANY D8. 1101, PG. 310 N11°20'546,,i', 13, =-=STEEP S�(,pPE3' - - - = = - - - - - - c - - - - - - _ - - - _ _ _ - - _ - \ i I`---t--�-_ ------ dH0-------- -----\ EP \\ \\ \ SANS dHO \ STATE ROUTE 810 ~ RAZE i / - \ (VARWIDTH ) (L GRAVEL dA/O ` DB. 1096 PG. ENTR. / MHS EP / TOP=704.14' / INV. 1N=692.25' 8" PVC - �� INV. OUT=692.03' T / EP d 11 ) C&" \ II CONC. SWK \ \ ------ --' EP-_ Y� a-- _� -_ �\� \ - _-705- - - - - - C&G - - - - - - - - - - - - - - 8D-CURBJNLES W/6RAT\ - - - - - - - - - - - - - - - - - - - fNbL GUk694 V'\5'•RCP / CONIC. SWK-� IL _ - - -- --- --71((i- - -- --- -----� _-_---_----' - I - o ° SDINLET(GRATE) STEEP SLOPES r _ - - _709- - - - - - - - - (MANAGED) T 15" .09' ,5yK�, IN V 4' / 5vJ 4 INV OUT=693.94'1S'RCP b CONC CONIC. STEPS\�LANTER CANOPY \ \ \ \ \ \ \ \ \ s 2 TREAQS \ l \ \ \ \ \ \ \ \ \ \ \ \ \ \ N _ 3R1SERs - (SYP) \ \ ` TMP56A1-1-73B2 \ \ \ //\ \ \ \ \ \ \ \ \ \ \ \ \� \ / ST GEORGE PROPERTIES, LLC LL \18"DE1S \ `� \ ` \ \ \ \ \\ \ \ \ \ \ , -WQOD PED. \ \ \ o \ \ \ ` \ \ \ \ \ / DB. 4967, PG. 722 ZONED.' R2 HALL 3' (W) DOOR NC % \ ` \ \ \ \ \ \ \ \ \ \` 2 \ \ \ r(W) / ` \ \ ` \ \ \ \\ \ \ \ \ \� ` \ bip \ \ \ \\ \ \ \\\\\\ \ l \ FFE=693.45' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ Y\ \ \ \ I (THRESHOLD) / COLUMN \ ` I MHS \ \ \ \ \ 6, �\ \ "C \ \ \ T \ \ ZSy \ \ ` \ \ \\\ ` \ I N 1.0'0TYP. \ \ \ \ \ \ Cc\ \ \ S \ \ \ \ \ \ \ \ TOP=676.13' Ay) 3•(yy) \ \ \ \ \ \ \ \ \ ` \ \ \ \ \ \ 8"PVC>'N/\ ` 70 \\ \ \ \ \ \ \ \ \\\ \ \ \ \ I INV. IN=66585'8"PVC DOOR \ \ `\ \ \ \ \ \ \ \ INV- 76.84' \/ ` \\ \ \ \ \ \ \ ` \ \ \ \ \ \I I i \ INV. OUT=66563'8"PVC 12"DEC cfl.- ` II I III[ III I� I 1 \ \ \ \ I I IIII 3'(W)DOOR CONIC FFE=693.45' \ 3' (W) DOOR \ \ \ \ \ \ I I III I Q E'QEfDP=69283' (THRESHOLD) FFE=681.36' MECh�'\ , \ \ \ \ \ \ \ \ ` I I O I I I IN \NIATCHLINE -SEES ET C2.1 ^01 1 I I l BDT-689.90' \ \ (BSM1. YARD \ \ \ � \ \ I \ 6„D \\ \\ \\ \` \\ �\ \\ \\\ 11\ II I I♦�II\\\\ \ \\ FFE=693.42'LI \ ®❑ ® \ ` \ \ \ \ \ \ \ \ \ \ \ I \ \ \ \ \ \\ \ \ \ O ` (2) HVAC ON FFE=704.27' L2 \ \ ST TOP=69z.82' l - / \\ CONIC. PAD \RAa` \ ` \ \ \ \ \ \ \ \ \ I I \ \ \ \' \ \ \ \ \ \ J B0T=690.50' 6' (W) OBL. DOOR I \ O CONC. FFE=693.43' CONIC. wA[[ " 3' (W) DOOR \ \ \ \ \ \ \ \ 6'(W)DBL. DOOR (GROUND) FFE=693.43' \ j STAIR \\\ \\ \I I \\ \\\\\ \ \ EXT. \ _ \ \ \ \ I 1 \ \ \ ` \ \ u) FFE=693.40' LEVEE 1 \ I BLD LINE s / _ _ - - - - _ ` „(W)DBL. DOOR � FE=693.43' 3'(W)DOOR (3y10"DEC FFE=693. 62' TMP 56-64E COUNTY SCHOOL BOARD OF �m� \ \ \ \ \ \ I $ N ALBEMARLE COUNTY, VIRGINIA /' oI I 1 I \1 \' l l I \ `\ \\mz� \ \ \ \ \\ y\\"�{,S�j I \ ,\ DI 1044, PG. 498 I I I I I I I \ \ \ o m\ \ \ \ \ 1 I \ y CONC. I I 1 I I \ \ \ \ \ r \ \ I I \ \ DB. 1098, PG. 703 / 1 1 \ STAIRS / a 1 1 1 I \ \ \ \ \ \ \ \ ZONED. RA (RURAL AREAS) W/RAIL w I 1 I \ \ \ \ \ \ \ \ \ \\ \ I I I T I I I I \\ / GOAL GOAL / 6'(W)DBL. DOOR \ \ ASPHALT FFE=704.32'\\\M 6' (W) DBL. DOOR CONIC. gym 1 I II II 1 I I 1 \ \`\ TO -\67 .66 FFE=704.30' - \ ` STAIRS `\ \ Q I I I I I 'I II II I \\ IINV NV 1\ 664.8T 8" t/V�(V�J \ � \\ \\\ \\ \\ \\\ \ \ \ \\ \ CANOPY I I I II N= I I I \ INV �T=664.84' PV \ \\ \\\\\�� I ) \ \ \ tY 3'(W)DOOR \ EP // II II I II II I I 11 `\ \ A`PPfR \AREAS dF\ I FFE=693.55' - _ / / I I I I 1 I 1 1 \ \ RE�EI\(. 1(PLANTLEELEE�11\1ldddddd WH/PS - \ CONIC _--- ��' ci \__ -� / ! I I I \ \ \ \\ , \ \ \11 WALL 1\ I 1 \ \a 1.5'(W) / STAIRS� -�� _ I NO y \ �`Q / ' // / / I / \ \ \ I CONC. DIVERSIWIMHD ON �r� I ( �\ \\ -\�\` \\ `\ \ \ ' // / l l / // /I I \ \ I \ TOP--67796' \ \ 11 11\ \\\ T/ s' �6 B"DEc ,8- DEC 8G CONIC. SWK CURB / UGP- _--_i-UGP- / 8" 8�' 12" ' CURB ----- - - - - - - - - --- ---- - --- -- --- - --- - - ------------ ---- a --- \ \ \ \o \ SD RB /NL T W/ M D v ` P-696. 8' b \ \ C INV. IN=687. 7' 1 "R P \ 5\ 1 "DEC •\;:\:\' \ \ \ \ \ I /NVO T=687. 5'15'R\ P :�: \:��:� 1 (12 SPACES) 1 SD CURB INLET W/MHD \ \ \ \ \ \ \ \ \ \ v \ II 1 \ \ \ -INV /N=686.58P159RCP I : ; '\ \STEP LOPI INV. OUT686.33'15"RCP \ 1 \s9� \\ ASPHALT 4 \ \ �\ I I I I I 1 1 ` \ \ \ \ \ \ \ \\ zA \ \ (5 SPACES) \ ( ) s� \ I I I I I I j 1 I I \ \ \ \ \ \ \ \ \\ \ Z' \ 12 SPACES \ I I \ \ \ \ \ [MONU ENT SIGNi�� \\ EP �� \ CURB \ 12" DEC --UGP---=IOG�---UGPI--- UGP- \ ' \ 12" DEC CURB I O� N K 60N4, -7EP 5' FRONT SETBACK CURB / 6"PIPE \ , / / I , q / / , \ 1 \ INV=681.56' 8" DC \ OPP. END NOT FIND DEC =�6'G- m / / b _ _ �/ �6 IIEC / - /�APP RCIX. TREE ,'- / ,' Z. / \"�� C -- / ORIPLINE (TYP,)Y'W �\ _ - o - _ 25471'' --- -M/IL(OUij=ssa�>1 ' / _ '�� = _ _ _--� - - - _-_ _ - - - - - - - -r _ --- 15"CNfP _ EP \ r / o soma tw UFO \ UFO- ONO - soma m 1 Ur l \ CONC SVK _ 1 _ l \ I I I / / / `/ I \ UFO � /' OfAp� \ \ I I ONOIt \ \ ® > _ - ` UFO \ - --\ - , mom/ \ \ 18gFO 1____ OHP UFO -\ =r-----�`� �/ / /' /' / �'OH� EP C&G- - -\-UFO• T =_=_�`I O / / i OHP- / _ = - I H i MHD OHPITOP= 688.72' INV. IN=68526' 18" HDPE 'OHP / SD CURB INLET WMHD INV. OUT=683.14' 18" HDPE -��-s'- 'I 1 \ \ ` /' OHP- / 7 TOP=688.38' I I \ \ INV. IN=681.24' 18"HDPE dA/p If OHP / / / INV. OUT=681.18' 18" HOPE OHl / , I d OHS/ ' I TMP 56-61 / 56-62 COUNTY OFALBEMARLE, VIRGINIA 11111 £$ abN MHD DB. 1132, PG. 262 TOP=69577' ZONED: R2 - - _ _ _ _ / INV. IN=691.71' 15" RCP / I 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 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 11fy6II 11c. No. 53741 R//Z`/ T , 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 WPO AMENDMENT #1 28.MAY.2021 7 WPO AMENDMENT #2 24.AUGUST.2022 8 MINOR SITE PLAN AMENDMENT #1 24.AUGUST.2022 EXISTING CONDITIONS C2n0 \ ROCK ARMOR \ROCKARM�R IZI,' I I 1 I I 1 (3) TENNIS COURTS (36' x 18 J I \ I I 1 cwi GRAM L LANEI II I II ro I x CHRISTOPHER L. & JACL YN M. SCOTT DB. 4929, PG. 177 ZONED: R2 / I J I I 1 I I I I I '�I'• I:I:I / \ I / I I I / / / / I \ t BLOCKRATAINING ) I 1 I I I . I: , i� I / I I I:;':I: ily wau19'Aw) \ 1 I \ t. 90 \ \ 1 \ 1 I I I I � •I:l�a�;l:a::. `� 1 ` \II I I �- I �-to \ I x M\ y I 1 I I N23031'56"W \ I 1 1 I I ) \ \ 25.17' 00 MHS OP=670.43' INV. 1N=662.97'8"PVC (S) WOOD BOARD 1 \ I I \ I J I I I I INV. IN=663.21'8' PVC (W) *NCE 1 I I I I I I 1 I ' 'I: ; I I :::: \ m I \ \ \ I I I / INV. OUT=662.78' 8"PVC \ I 1 I x \ 1 J 1 STEEP T I III II \ \ \1I I11I i1\i \ MHS (MANAGED) TOP= 670.62' 1 INV. IN=663.56'8"PVC al )NV. OUT=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 1 W w \11\ \\1\\ 11 1 v \ x I I II i II I I II 11 1 \\ II I I I I I \\ \ \\ A 1 w ul \\ I \\ I I I I I I I I I I TMP 56-64E \ I I I I J \ \ \\ 1 1\ a \ \ \ 1 I I I I I I COUNTY SCHOOL BOARD OF ALBEML 104COUNTY, PG498 RG/NlA 11 \ \ \ I I I III J DB DB. 1098, PG, 703 ZONED: RA (RURAL AREAS) TMP 56A 1-1-73B3 ELIZABETH B. PEDERSON OR J. JUSTIN TAYLOR I I 1 N DB. 1625, PG. 150 1 MHS R2 / I f I I \ 1 \\ 1 ZONED \ 1 1 I I I I I I I I 1 TOP=67762' 11 1 1 \ .' INV. 1N=670.82' 8" PVC / I I I I 1 \ \\ \ \\ 1 1 \ \ I I I I ) I I \ i-------i 1 INV. OUT=670.54'8"PVC GOAL -\ \ \\ \1 I I \ I\ / APPROX TREE \ \ \ \ \ \ \ \\ \ \ \ I \ Z \ I I I I \ EG / / / I I / ORIPLINE(TYP.) \ ,' / \ �� �� \ ` \\ 15"DEC \ \ \\ \ 1 Z o \ 1 I I I — — — — / I B-PEC / I / i / \ \ \ ` \ `\ \ \ �\ \ \\ \ ` rn 1 � t\ I \ I I I EP oiL \ I Ji -- STLLEPSL P4 I 1 I I // ��--- ___ // o \ \ I I SHED 1 I I \ / \ /1 i \ \ 12"D9C GRAVE}, I -� . .!/ , \-SFEEPSLQPES \ \ \ \ \ \ 1 \ o \ (MANAGED) za \ // / WDEC _ _ - \ I BENCH \ J - - _ - \ \ / ZbS \ \ / \� \ \ \ \ \ \\ 8"DEC \\ \ \ I \ I I \ \\ 1 N TMP 56-64 \ / / ROBERTS. & t. \ \ 1 I I / I , , �/q} b I I I I I�' / / BE_EH / i / \� / / / MANAGED STEEPSLOPES I \ \ \ \� \ \ \ \ \ \ \ \ \ \ 1 \ \ \ 1 1 \ ww- I // MULCH (MANAGED) I MTL. H A� \ \ I I \\ \ 1 \ BLA/R R. ANDERSON \ I 12" DEL' l ` / GAME � / _ � PLAY AREA - \; : ; :\ I I I I I / I \ / / \ �- (SWINGS) I '9 I \ \ \ 1\ \ 1 1 DB, 1871, PG. 34 \ ; : I \ —1 —7 _ / 5 \ \''. ( I F I I / I _ 1 �/ C\ I \\ \ / / / / \ ) I I✓ \\ MTL. ZONED: RA (RURAL AREAS) \ : ::: /; :: \ / 1 \ / \ \ \ \ \ / I / / \ I 15" OCR eENGH PEC\ MULCHPLAYAREA \ \ I (RAMP)-,. 4"DEC \ \ FEN \ I \ CH N-Ll \ (SET W/SLIDES) (RAMP) / / \ I _ SWM/BIO II \ \ \ \\ I PLASTIC // I \\ 1 I r/C0=686.7T 1 \ \ \ BORDER ' / / I 71ico=686.54' 0 33 (w) / ' i I l\11 1 I\ \ \ \\ \ b \ \ \ \ \ \\\ I cn , I _ / I 1 \ \ \ \ _ gP PLASTIC I \ i� \ \ \ \ \ 10"DEC\ \ \ \ \\ \ \ ) Z \ , - - - BORDER / / / / \ \ I \ \ \ \ \ \ C\ \ \\ \I\ \ \ \ \ \ \ \ MULCH\ \\ Q1 033'(W) / I \ STEEP SLOPES ASPHALT PLAYAREA \ / (✓-GYM) SLOPES) _ - - - - - - - LASTI�'\ /BORDER �/ )!33'(W) 4=DEC .l• . (. l: I ) 1 ROCK. RMOR I - - I \ \ \ \ \ \ 10" D`✓uLrSECJ - - - 6&2_ _ / C�r_ \ --)NIL 680.44' 12�eP- 1 680.44' FENCE \ — _ \ 1 \ \� \\ \ 20' SA Tt4RY SEWER EASEMENT \ \ \ \ \ \\ \\ \ 1 \ .f ;1:;. _ AS %A SWK. _ ' \ FOR AL ARLE COUNTY \ / I _ �/ -\ PATH 1 \ \� \\ /CURB \ \ 8"1'\LASTICJ j' x _ _ SERV)C AU�HOR)TY / , / I \ 'OPEN' \ \ INV. 682.82= 1 E r - _ - \ _ - ` = OB. 976, PG. 96 I / , \ \ \ \ \ \ GPP.\�s� - - = C' \ \ \ \ \ \ \ \ ( \ \ \ RCJtUPFES l; l \\ \ \ NO UND / /�� / 4MtfOUT-682.02' 6"DEC i \ \ /---68✓_ \------ \ --__ � CONC_ _ - - l RAID \ \ \ \ \ \ \ J I \ `�6- \ \\ \ \ \ `\ \ \ m\ \ 1 \ 1 IN \c PLANTER - _ _ - - CONC. RAM �I - - - ` \ \ \ \ \ \\\ \ \ \ \\ \ \ / \\ \\ \ \ s� \\ M S \ \ \ \ \ \ \ \ \ \ \ C1 \ \\\\ 111 \ \ SONG: STEPS \ - _ \ \ Z \1hJ" //,/ / / ASPH. WALK / �- 5 TREADS, ` - _ - _ \ \ \ \ \\ \ \ \ \ \ I \ \ \ \ I \ \ \ \ \ 6RISERS W/RAIL 10� M - \ ) \ T IN-6.38' ,� \ \ O � \ \\\\ \ \\ \\ \� / 1 \ \ \ �NV.1 UT=615'8"PVC \ \ \ \ \\ \\ \ \ lN•V. UT=66Z83' 8"PVC \ \ \ 1\ � �\\ / MHD TOP-689.33': INV IN= 83.56' 15I':RGR INV. 1N=6 INV. N=684:13'A":(8LD): / I11\ IN O -683:4p' 15"RCP: . , I ( ) I I I / 6O / It I �� C I / / SO INLET (GRATE) TOP=689.00' l I- p-M INV. OUT=685.00'15"RCP I 1 I I CONC MATCHLINE - SEE SHEETC2.0 �" DEC \< / \ -GONG. STEPS CANOPY \ \ \ 2 TREADS \ \ \ ERB CONC. ) ///.�/ i \ \ ��.\ \\ \\ \\ \ \ \ \\ \\ \\ \\� \ \�\ \\� \\\ \ \ \ \\ \\ \\ \ \\ \\\\� \\�! r \ TMP 56A1-1-7382 692- - \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ CONC. \ \ \ \ \ \ \ \ \ \ \ \ \ \� \ \ \ \ \ \ \ \ / ST GEORGE PROPERTIES, LLC i CONC. WALL \ \ ` 18"DEE \ ` \ \ \ \ \ \ _ _ \ _WQOD PED. \ \ o \ \ \ \ \ \ \ \ / DB. 4967, PG. 722 I \ \ \ \ \ \ \ \ \ \ \ _ \ �\ �BI�IDGE \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ / ZONED.' R2 GONG. WALL 3' W DOOR \ 3'(W)DOOR 13'(W) FFE)DOOR' � \�\\ � `\\ \\ \\\ \\\�\\\\ \\\�\\ \` \ \��\ \\. \\ \ `\\ \\ \\ \\\\�\.\\\\ \ ( �84b'N O /CANOPY ' FFE=693.41' (THRESHOLD) \ \ \ \ ` ` \ \ \ \ \ \\\\ \ \ \ ) ' COLUMN rHREsrIOLDI / ' \ \ ` ` ` \ \ �- 6, ` \ \ \ \ \ \ cr\\\\ \ \�\ \ I ( \ ,- �TYP ( �� / \ \ \ \ MHS 1.0'D TYR COLUMN MHS rD 0 TOP-6 96' / /\ G 1.0' O TYP. \ \ 25y ` \ \ \ G \ \ ` \ \ \ cr\ TOP=676.13' / INV.673.74' PVC-LAT/ / 3' (W) DOOR ( 3, W \ \ O \ \ \ \ \ \ \ \ \%\\ \\ A \\ \ \ \ \ \ \ \\ \ \ I BREEZEWAY) ( ) \ \ \ \ \ \ j \ \ \ 8"PVC /N \ \y \\ \ \ \ \ \ \ A \ \ \ I \ INV. OUT=685'8"PVC lNl. 1N-673.44'BjPVC7NW) / DOOR \ \ ` \ \ \ Y3 \ \ \ INV-�67684' \/ \` \ \ \ \ \ \ \ \ \ I INV. OUT=665.63'8"PVC / %NV. OUT=673.�0'8"PVC / Pp \ ) \ \ \ \ \ \ \ \ \ \ Q Z \ \ \ \ \ C �\ \ \ \ \ 2 \ \ \ \ \ I \ � 1 ` \ \ \ \ \� 12" D)I I I I I I I SCALEI "=20' 0 II I III I IIIII IIIIIIIII I \II \\ N4 0 b CONC. I I y \ 3'(W)DOOR ® 3' W DOOR GONG. FFE=693.45' 3' (W)DOQCOC. E'QEmP=69283' (THRESHOLD) FFE=681O FFE693.46' .6R MEC4 (THRESHOLD) 689.89' SOT=68990' (BSMT) YARDOP5B928--C V M 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 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 11fydII 11c. No. 53741 6/zoz , 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 WPO AMENDMENT #1 28.MAY.2021 7 WPO AMENDMENT #2 24.AUGUST.2022 8 MINOR SITE PLAN AMENDMENT #1 24.AUGUST.2022 EXISTING CONDITIONS C2ml '.. ... / I 'L,, / .I. r� .\.,. / -\ 'DEC \ : : :lYIHD;: I I „ �/� %' / _ /. - / cONc. L \` '` \\ \` \\\` \` \\ \ \ \ \ \ \\ \\ \ a\ \\\\\ \ TOP-609.33' : I I I '. M'ANHOLE pP T0'BP RELO . \ _ P 6 CT BENCH / - \�LANTER \ ` \ ` \ , \ \ \ ` \ \ \ \ \� \ \\ 2 \ \ \ \ \ \ \\\ \ N AQJUS�ED,P I','..'.'. / .� .- . -CONC.STEPS-, CANOPY \ \ ` \ \ \ \ \ \ b_ \ \ \ \ \ \ \\ c INV. lN= 83.$6 95'':RGP N: ,: I I I FR'FINAL• /',' --~ ` \ \ \ \ \ l ) . LIGHT POLE / AND LANQSC9PING , s9r - - _ 2TREASS` - p) \ \ \ \� \ \ \ \ \ \\ I . . . . . . . /, - /-/- ! . / - / 9-R19ERS - (•ZY \ \ \ \ \ \ \ \ `\- - \ \ \ \ \ \ \ \ \ INV. 1N=6 ,.:40' 12`I-IDPE:(WI .: I I ... GRAI)ING_PCPN i /, .. / - \ \ \ \ \ \ \ \ - \ \ \ \ \ \ \ \ \ \ \ \`' \ INV. N;6$4.13'47`.($LD):: / I I .. \'..'... / 1 /'SAWCUT \ \ \ \ \\ \ \\ \ \ \ \ \ �� \\ \ \ \ \ `\ \ \ \ \ \\\ INV. O fi83:40' 15'°RCP / / - - -_ \ ` I _ - /, . '�.� / II' ,.......,. \ / A / CONIC. � \ ` \ \ \ \ \ \ \ \ \ - Z- ` ` \ \ \ \ / /ji, I / / /. .. / / / i / i \ \ \ \ \ \ \ \ \ \ `.� 6GE \ \ \� \ \, \ \ \ \ \\\ \ / . � REMOVE ASPHAC, . � �,; I { / \ - 00 I \ \ \ \ \ \ \ \ \ I \ RC \ 2 \ \ \ \ / / Il.'. ..'... / / ti . \ \ , \ \ N\ l I � ; ' . / / 3' (W) DOOR , - - \ \ \ \ \ \ - \ \ \ \ \ \ \ ( 11 %./ i .11. / / / 3' W DOOR 7 \ \ \ \ ` \ \ \ \ \ \ \ ,RIDGE, - \ \ bs \ \ \ \ \ \ \ \ \ . \.'... ..-•// ' / ( ) FFE=693.45' - \ \ \ \ \ - \ \ \ \ \ \ \ Y\ \ \ I (I I I .. i . , j _ - /CANOPY ' FFE=693.41' �i \1-1 . ' i / . I - _ fTYP) / COLUMN ) (THRESHOLD) \ \ \ \ \ \ ` \ \ ` \ \ ` \\ ` \�-` ` \ \� \ \ \ \\\`\\ \ ` \ \ \\�\�\\ 1HRESHOCD \ \ \I ..RELOCATE'. _j, II / / G 1.0'H TYR COLUMN \ \ \ \\ \ ( \ \ c¢, \ \ . �\ \ \ \ U\ �\\ I \ MHS . / .... MHS / 0V. \\ \ \ \ \ \ /� \\"\ \ \ \ \ \ ZSy'' \ \ \ \ \ \\ II / .. . TOP=6 � 96' / /\ G 1.0' O TYP. 25�' \ \ \ 6' \ y. \ \ n \ \ S \ \ \ \ \ \ N TOP-676. >3' 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 IN=ss565'6"PVC OF 15" RCP I I . ' i /'. .. ' � • NV 1N-673.44'VjPVG(NW) I DOOR \ \ \ \ \ \ \ \ \ INV- 76.84' \/ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ l I 1 \ INV. OUT=665.63'8"PVC / . . . . . ,..,"�, ii /,.,. .0 ',/ .OUT=673.�0'8"PVC / WITHIN BREEZEWAY �, \ / \SEWER�INET�BE \ \ \ \ \ \ \ \\ \ \ \ \ \\ \ I I \ ..`., J '.'. L'.'. / O \ 12"DEC \ \ \ \ \ \ \ \ \ I I I I / ... '. LI I Zn \ \ RELOGATED(S EARGH \ \ \ \ \ \ \ \V \ b \ \ \ I I III II I I / L'.'. _ ... / i ... I .. if.'.'.'.� Ibs / t_ ` � \ \ ) \ \ \ � ) EXIST. CdNC. \ \\ \ \ s \ \ \ I I I REMOVE SD INLET /, ,/ \ PLANS) \ 1 / \ \ \ \ \ \ �\ I PAD I \ \ \\ � \ N \ 1 I I I I I I 1 I � I /� _/'- - � I!% / \ / MANHOLE TOP TO BE - _- \ \ \ \ \ \ EXIST. E UIPMENT TO I EMAIN Q \ \\ \ \ \ \ \ \ \ \\ \ 1 1 1 1 I \ SD INLET(GRATE) r _ %' •.• - REMOV y tt�� r� \ \( ® \\ \ AMD BE ROTECTED WURING REMAIN \ \ \ \ \ \ \ \ \ \ -- \ \ \\ \ II I I II� I 1111 I1N I TOP=689.00' ........ / _ F /'I. CONCRETE /- ADJUSTED PER FINAL s�, INV OUT=68500'15"RCP \ �1 SIDEWALK / ' V fir' ( ) \ - \ \ i\ \ \ \ I I I I \ .• GRADING PLAN II / I I \� / �. �. j • I i / 3' (W) DOOR /� % b \ 3' W DOOR \ \ \ \ \ I I I _ / \ �\ \ \ ® CONSTRIiICTION \ a \ \ \ I I I I I I U . • ' /• • . • ... " f FFE=693.46' CONC. II ""��-,, CONC. FFE=SHOED' / 3' (W) DOOR ` MEC4 \ \ \ \ \ \ \ \ I I III I Q I , "'�' -.. '' \ \ 1�pp58yp.gQE� fi'QE0P=692.83' (THRESHOLD) \ FFE=681.36' \ I \ \ \ \ \\ \ \ I I O �jI\I I I I N • •, _ -fi g,' /' I (rHREsr+o/O) \� YARD \mil \ \ \MATCHLIRF- SEE SF'kET C V� I I I l % / s89,89' BOT=689.90' \ � (BSMT) - \ \yam, \ \ I 'Mo / 0 ... .. {I. /. ../ f':': \ I / / / .AOJUS,T,�LEC.'.', '..SP\s...... Bq`r=690. rxrNLo _ ,yy�, ` REMOVE \\ \\\�\ \ \\ 11\I 11 I t �I\\\\ \ \\ \\ \ REMOVE SIGN ' ' b INLET(TYP) '\ \ } p1 REMOVE/RELOCATE FFE=693.42'LI \ WbOD \ \ \ \ \ \ \ \ p \ \\ \ \ \ \ \ \ y . • 6' W DBL. DOOR � O - (2)HVAC ON FFE=704.2T L2 \ \ STEPS & AIL \ \ \ \ \ \ VAULT' LLD. TO O TOP-692.82' I _ HVAC &CONCRETE PADS \ sTEP \ \ \ \ \ \ \ \ 6" DEt� \ CONIC. PAD \ \ \ \ \ \ \ I \ �\ \ \ \ AND ISLAND II I / ' '....MATC,W FINAIL ... .! . '' ' 1 FFE=693.44' cg \ _ B0T=690.50' /� / r,F�AQE• / REMOVE STAIRS \\ kv�RAl\\\ \\\ \\\\ \\ \\ \ \ \ 1 I \\\� ��\ \\\ \\ 1 `S . . . I CONIC. 6' (W) DBL. DOOR C 1 C. WALL \ \ \ \ I / - . .- � - ' ': . . . / 3' W DOOR O O CONC. FFE=693.43' (SEE ARCH PLANS) oN 1 \ \\ \ \ REMOVE CONCRE E II I 1;.' ........;/, \ \ FF(E-)693.43' \ os9'NN-I\ \ \ \ \ \ \ \ \ `\ \ \ \ \\ \\ \\ \ \ \ 2'p \ \ I II ` \ N \\\ \ \ \ z I ,,,..`../.. . ...... . '/ 6'(W)DBL. DOOR 3'(WJ DOOR - EXT. REMOVE, \ \ \ \ \ \\ \ \ 1 \ I \\\\ CURB TY CONC. - \ \ I \ \ \ N ( ') ''// 119.' UGP- (GROUND) 6'(W)DBL. DOOR (GROUND) FFE=693.43' RELOCATE t \ \ \ \ \ \ \ \\� \\ \I I \ \\\\\\ \ / ...'• / ADJUST INLET TOP PER FINAL GRADES PLANTER(TYP) \ % STAIR WALL ' . . _ _ LEVEL 1 FFE=693.40' LEVEL 1 ELECTRIC BOX \ I ` \ \ \ \ \ \ \ \ \ ` I \ I `� \ \\\ \ \ I I . . . ./. © 1 - I VONYLO TOP=691.85' 11 SD INLET BLD LINE BLD LINE - - _ _ _ _ - - ` \ \ \\ \ \\ \\ \ \ \\ \\ \ \ �\ \\ 11 1 1 \ \\\\\\` \ 6' (W) DBE. DOOR l ` `� � / FFE=693.43' / \ \ \ 1 \ \\\ � I \ I rq I /- BACK -FLOW, ' . I INV. OUT=68Z 30' 12" HDPE 6' (W) DBL. DOOR t - - - - - - ` - - _ _ _ _ _ \ \ \ \ \ \ \ \ \ \ \ \ \\ 1 1 1 \ \ \ \\ \ � \\ I / ' / P�£Ep / PROTECT COOLING TOWER AND TRANSFORMER DURING CONSTRUCTION. COOLING FFE=693.43' 3'(W) DOOR (3yfo"DEC ` \ \ \ \ \ \ \ \I \� \ \� i \ N I / COOLING FFE=693. 62' - \ \ \ \ \ a' \ L� - \ \ �\\i APPROXIMATE LOC I V / / - _ 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 \/ AAV A A EX FIBER OPTICS VAULT. 1 \ / ��/�/ - _ - coNc. PAD IS INSTALLED AND ONLINE. REFER TO ARCH/MEP PLANS FOR ADDITIONAL DETAILS. TMP 56-64E RELOCATE .REI�A ' I'I... v • ' •,'.'.'....... .. '.','.11.11.1. i,'t'.'. •. A 1v \I 1 A \ \V A \v A ? ��A V '\ - /v \ \ V� I I )�V A\ X \ 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 I A I I I I 1 A �m� v \ V , ,UAsi . . ' _ APPO�,X L �-EX-FI - - _ _ / .. . ' . \ \ \ m \ \ \ \ SP" \ \" L6p& ,(�j,�BA/,�}jLTS, / ' • _ _ _ _ NECESSARY TO ALLOW FOR KITCHEN ADDITION CONSTRUCTION. CONTRACTOR SHALL ALBEMARLE COUNTY, VIRGINIA ARCH PLANS) ... / , I 1 I 1 1 l I I \ \\ z� \ \ y I I \ �\ BAC TER, I \ '. .f f • 2.wi'R.• / �� _ _ _ �, .. I 1 I 1 I I \ \ I 5AQWO �/rq?. y ./() % , COORDINATE WITH SCHOOL TO ENSURE SERVICE IS MAINTAINED WHILE SCHOOL IS IN USE DB. 1044, PG. 498 1 \ \ \ o m\\ \ \ \ � I \ y \ ) / V OIT.§'. - ,4P)SReX/�pc�xeoM cONc. I I 1 I 1 l \ \ z o \ \ HYDRANT AND PIV PER / X. •A Iy / / / 1 RELOCATE ROOF DRAIN. REFER TO ARCH/MEP PLANS DB. 1098, PG. 703 I. • 1 \ ` \ \ \ /z r \ I�� \ / . . . / I / STAIRS , . . . . . 1 \ \ PLAN f / / 6' (wJ OBE. DOOR /, . . . . . . a 1 1 1 I 1 1 \ \ \ \ \� I r I \ \ _ -/ 1�. ZONED.' RA RURAL AREAS wrRAIL w \ \ \ I 1 I I I AP II�% L l / / /. . •. / (3 . . / / / FFE=702.33 ( ) I \ %\ \ \ . ... .69... MULTI -LEVEL �':1�,..'......�.�, �, � ....... �RE �QVR � A. '� T$AL�'...' '.'. �...... �, .. � I I \ \ \ \, \ \ / \ I l 1 I EX CIN LE / I p 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 AA C. EX1 TIN REMOVE OIL TANK AND ASSOC. UTILITIES (SEE NOTE) .. , G I ' I 1 I I \ \ \ \ \ \\�\\\ / / / \ \ \ \ \ 1 LOCATION l /UN �UELINE I I I I \ \ \ \ \ \ \ I \ / / / / \ \ \ \ \ \ \ 1 1 I \ \ • % CROZET E S. .. 4 CONSTRUCTION. / r I i7F I / _ REMOVE CONCRETE PAD (1407CROZETAVENUE) . , , ,', .... . II 1 I 11 I \ 1 \ \ I \ \ / / I \ \ \ \ \ \ \ \ I 9� / 1 1 \ 6'(W)OBL. DOOR ASPHAT'. 1 \ \ 1 \ / / / \ \ I . / FFE=7D2.35' 6' (W) DBL. 6' (W) DBL. DOOR . . . \ ' I- I \ \ \ I \ � / \ \ \ \ A\ / I i / .'/ f // I / DOOR FFE=7D4.32' \ 1 I 11 FkM VEI SIGN (2)I I \ \ M I \ \ / 1\ \ \ ' \ \\ \\ \ \ II 15'W/OTH UN ERG ND / / I '/ '.• I / \ RELOCATE 6'(W)DBL4. DOOR REMOVE coNo ..,'\gs9 II I 1 BAS TBALLI I 1 TO -6\i .ss �+ \ \ \ \ \ \ \ 1 \ 1 UTILITYEASEMEN FOR VIR /N / / // % I ` UTILITIES \ CONIC. STEPS FFE-7oa.3o' PORTION OF \ CONCRETE srAlRs • , .\ Q I I GbA S I I I \ INV 1N=ss4.s3'6' vN) \\ \ \ \ \\ \ 1 ELECTRIC WE COM NY I ( PINE 2 TREADS, . '\' \ / ' / ✓ REL ATE R F 3RlsERs CONCRETE DEMO ONLY STAIRSE\ I I 1 \ lNV 11V=664.87' 8" t/�C \ l \ 1\ \ \ \ \\ \\ I \1 DB. 1101,P .310 / OC OO CANOPY .'�.'. .•. I I I 1 \ - / I/ I /, / AEI f . I.. 1 \ \ \ ( I I ./ . \'.'. , , DRAIN I \ ` \ CHOSEN LTERNATE 3 IS ... ••\., EP ' ...... / I 1 I �I iPRmTEOT TREF�S Nvr-664.84 eV \ \\\ \ I ) \ \ \ \ 1 \\ \ / / / I I I ...PO IO{d .0� . • 1 i '' `� `� `� 3' (W) DOOR _ I I I I I I 11 \ \ APPR X\IA\REAS C) l S \ \ \ \\ \ \ \ \ C\ I 3' (W) DBL �w \ \M ` � 11 I N \ \ \ P I . . .' . _ _ _ - - FFE=693.55' - - l l = \ 1 II / 5 / I ERLINE, . . . . y DOOR \ - \\ ` ` - - - - �� � \ � I I 1 I I 1 1 \� PLA W P _11 / \ / / I I KET HE' $.4SED/ ,'I .'.I .'. - - - - - - \ I / II I i I I . IONA SA,G/5 ... /..T . . . %.. .. . . C. \ ` `\ \ ` WALL - - - 3 _ ` - _ - - = \ I I I \ \ ` \ \ \ ` ` WALL _ REMOVE - \ / I I I I 1 \ \\ ` I \ `I . I\\ Z�MOVEA� N ETE I �. .... \ \ coNc. . ` . ` ` `. ` ` . ` ) STAIRS _ - - - - - ` \ \ SPORT COURT, / i i I \\ \\ \ \ \ \ 11 \I \ . I \ \ . \ I \/ I I t RELOCATE (2) DUMPSTERS I - \ ` \ \ coNc _- - --- 6 / 1I / . \ . \ / CONCRETE \ 1 \1\SIDEK & URB r,'.'.'. • \ REMOVE ` ` / SIDEWALK PROTECT EXISTING - \ \ / / / I I , \ \ \ \ \ / a I 1 \ \ I WALL ` �� ` / - ` - - - I I REMO, �.'.' ..'.' - - NZ - _ - - \ \ CONCRETE - ` - _ / - ` `.`` ` `.`` ` ` TREES TO REMAIN _ - - - - - - \ / I = j \ \ \ \ Y / // / I I /I \ \ I CONIC D/v �T \ 1 11 11 \ \ \ \ \ I \ � \ / I / \ \ W/MHD \ 1 \ \ IDEWALK ` ` \ ` \ ` ` _ �0P \ \ \ / / / \ / / \ \ \ 1 S 1 I IOL I I . . . S1. -7B-1 CONIC. `� \\ `� \` �� `� \ \ \ I a - - - \ . \ . \ \ \ / / / / \� I \ I ! I �,,` TAP 677 96' \ \ 1 \ \ TOP=s98.05' I , 'I SWK * - \\ `� ``\ \ ` REMOVE PORTION a b b b �1 I- - ' :� ; ::.':: \ c I / I \ ` • `:` 1 1 \ INV. IN=680.35' "�1/C / - \ \ \ \:: \: \ . � ... � / I \ \\. I I I I'. �`1Si PINE I15"PI E - -- - ~ --`'�. \ I I \ 1 / \I \ \ OF CURB t1�1VOVE; �V\ \ \ ( I \ r \ \ \ \ \ \ \ I 12" DEC 8"SEC 8"DEC \ \ ` \ �` \ \ �` ,,. . . • :. \ \ , l / \ \ \ \ INV. OUT=680. ' 1>I"PVC h I I �: I I 1 I I \ \ \ \ \ \ IREMOVE/REED ATE8" I III I I \........... \\ CONIC. `\\ \`\ \ \ \\\`\\\\\ `\\a` \\\`\`\\\ `\\\ `\`\\\`\ \\`\`\\\\`\`\ \ `\`\`\\ \`\ \\` / CURB \ \ '�\`\:i�, \\ \\ I I I / I I \I \ I I 1 y/\\ \ \ \\\\\ \ \ \ _ \.'..... I I 1 I \\ \ \ \ \ I WATkRLINEI(ANDASSO IATED I I I I I v \ .`�:. :;'.\.;\ :\'. \ \ I / I I 1 \ IACSA EAS MENT) I I \. . .1. EP '/'.'. . \ I I I m \ I Il . Tcr \ \ \ \ \ I :. .:::.':':'. `�' '.SAWCIJT .. SAWCUT . • . C�k' I I I I 1 \ \ \\ \\ \ .•.. 1. . \\\ \�� �P'.Z\ \ \ \ I I I I I \ \ 1 \. rk \\\ \ \ \\\\. \ II I I 11 I/ P I I I REMOV C RE w' ....:. 1 \ I SD CURB /NLIET W/GRA E I I GUYP,]� - /. a+�''\;'\.\\.\\ \ \ I \ \ \ \ \ \ \ \ \ TOR-696.02'(F ) I �I / I \ � / . . 'F�E°,!� INI�.CUT-6 .37'15"R I /I / I '.'.'.....'REMQV.E'.':�..\., PROTECT FLAGPOLE P - I \ \ '\ `\ \\\\ \\ \\ \\ \ \\\\ \. �,,,�.,�. ,r, / \ - b b REMOVE CONCRETE t� 4„- / _ -1 d b _ I T b ' d� f ''. ,ON.O.f\� �Z\' \ \ ` \ \ \ \ \\ \\ I I / I ','SIGNS'..... \.' 6" - f I4G r -�UG k" UGP i-UGP " �Y'P- . \ . . :\: 7 ,i .. \ \ \ \ \ \ \ \ \ \ \ \ I I / . - --=--- -----_ -- ---- _ - CONIC. SWK \ - - - -- -- - - - - - - - - - - - I - ----- --- - - za I I I -T _15"RCP.- ---- L -- - - - - - - - - - -- \ - - �CURe - - - tCONL�SWK - - - - -- \ \ . / ';.h : \ \ 1 I \ \ \ \ \ \\ \\ \ \ \ \ \ \\ \ \ \ I i_ --.-.' Ems- ...... �.�::\:: \ \ \ II I I I I T '.',' \ I I I 1 ?• IZEM E'.'. \ 15"RCP \ \ \ REMOVE C�}jVCRETE \ \ \ m \: \ ..:. \ \ \ \ \ \I \ \ I �. Ia 1 I s INLET TC... y . b REMOVE; OR . \ \ \ \ \ \ \ \ \ \ ADJU {{T INLE TOP I 1 7 1 '. .'9 - t „DEC ': :.1M1f L\T:\:\ :�:\: \ \ \ \ FLLYMEANDDIdAINPIPE \ \ \ \ - \ I I I , PER INAL I C . \ \ \ '\' \ \ \ \ \ \ \ \\ \ k. O \\ \ �\ \ \ \ \ I I GRIADINGPLAN I - -- \:: \ \ \ \ \ \ \ \ \ \ I '.RELO ATE' D C.'.'.'.'.'.'..... �..\,. \ \ \ \ \ \ \ LL .'./ RB /NLETLN/MHD \ \: ` \ \ \ I I I I I I� I .P VI , . . . . ' a , .'. •.. SD'QUR8:/&LET W/MW4'. h • .TOP=69&53'. ff ICC• 1S\ \ \ \ \ \ \ \ \ vN \ 1 I I I �. .TOP=698;62'.'. .'.% - \/.III ' \ \ \ \ \ \ \ \ \ \ \ z I LINE.'. i. �• , , ,�Ns68fi 58'15"RCP.'.... •. \ \ \ \ST EP\ LO S \ \ \ \ \ \ \ - I I I I I I I [ to .. '/' INV IN=699.92 1'5"9d` .'. ... ..' 111NV.'OUT=891:87'fl5"RCP.' P;6R6.$3'.15'I2CP' \ I\ \ \ I \ \ \ \ I z I / \ I / � . . , . . ..:. . .: .\ /SYfA/r/AG O) \ \ \ � \ 7'm I I AS.. L I .Z';\ \ i II I I I I 1 I \\ \\ \\ \\ \`\ \\ \\ \\ z \I N I / I/ I R�MOI/EASPHALT.'.' A T.. .'1 1 I I I I \ \ \ \ \ \ /\ I I I I I/ W1 U .....•.... - \:::::::,�;: I I I I I I I I I \ \ \ \ \ \ \ \\ \. t I. I I I I I.' /:'� '.'.I. ......'. I I / • \ e/ / ..1 I I I I I I \ \\ \ \ \ \ \I II I I / I I.. \I/-- .\. "DE \\ \S �- ...:,.,::. / I i II I I III III 1 \\ \\ ` \\ \\ \\ \ \� \ \I \ I I I I l .'.... .'.'.... 1 I 1 I/ I 11 I PROTECT \`\ \ \\\ \ \\ \ I I I I ` RELOCATE C RB RE OVE EXI$ ING SHRUBS AS NE ESSARY \ \ �- 0,0 - ` CURB I I I �..'......... \ \ RELOCATE I I \ I/ y % REMOVE L+Q / I I I I \ ` \ \ \ I I ly I / I _ - - u - _ f POWER LINE F(YINSTALL PROPOSE) P /M__ _ 12" DEC CRETE_ �O�R�� 9 I I I I I I I \ TREES \ ` \ \ \ \ \ UGP-!E U --- --- . .. / I \ \ \ \ \ \ \ \ / \ 12"D C \ - / CUo \(IYP.) 12" DEC 1 // I I 1 I I I \\ \\ \L_ \ -rt I N I - - } I RELOCATE v Cu P- I - 'REMOVE SIDEWALK `� - - - - uGP- - / I i \ � \ \ \ I I I l y / f y / \\ LIGHT POLE \ - - / I ( / I I I I I _ - - ` - T� \ \ \ \ \ I A l CURB CURB . .\ • ) 1 \ 1\� \ 00 11 ..CL i... . .. . . . . . .. .. 1 I _ - (9 � .. . . %'. . ... .. /. .. ....... EP. ... .. . . . /. .. . . ... . . . RE'lOVEC N RETE �,'......... / ...... ....�'.... I ...... .'I : ......- '� oi'- I -I-+ I- ` \ \ \ \ d"P I 1°' x I REMOVE TuIONUMENT CU (TYP.) ' (........ _ i _ _SIGN ....'. / . . ..'..'.'.'...... l / I I I I I \ \ \ �. \ \ \ \ \\ `11 \ I(=674. s y. I'. . _fi / I I I 1 1 1 I \\ \\ \ -� \ \ \ OF �N �OND3 I I ..... .... .......... ....... ...................' �.REMOVEASP 4LL� .--' SEieACK ... I I I I I I \ \ I I � -- (I I ..I .. ....... .... . \ \ 1...... I .... I 75.FROM / \ \ \ .. / y /REMOVE �IGN� I I 1 / \ \\ \ \ \ \\ - ` \ \ \ `� \\ \ \ \ \ I I I I I .'I' .... , .... 1.' .' .... .. % :..1. .� \. z ,�� _ �..... , ... I I I \ \ \ \ \ \ \ \ \ \ \ \ CURB //. / / I I I I I I 1 \ \ \ \ \ \\ \ \ \\\\\\� I m I x I FQ�FOVE - � CURB \ ' .I � REMOVE / REMOVE / I / I I / I 1 I \ ` \ \ \ � \ \ I I I co IGNS a _ _ _ \ : _ SIGN / / / / \ ` \ I ` \ \ / I CONCRETE CURS / / / / / \ \ \ \ \ \ \ - 699- - - - - I ' 11 R / I / / I PFaOTE(�T TREES \ \ PROT�GT,TREES \ \ o \ \ \ \ \ \ _ I \ I / I -� -U) _ - - - - I I II _ � _ I I 1 I - _ * W \ .,� /�i / / ~ j I REMOVE CONCRETE / / ( I) / I/ / I I I I \ \ \ � � \ l� \ \ \ \ \ \ II I II I - I - -`__-- ` - -------------_F-R --- / \ / I / I I I I \ \ � \\\ / \Ig `- \-, ' -� _ _ - - y - HBO �- _75 / \ SIDEWALK & CURB i / / y /' / 1 I I I \ 1\ ` I� \ \ I I I N - ��=---- REMOVE 18„per\ y / / 1/ / / I I I I 1, \ I \ \ / ) 03 1 \ - \` I r I- _� � �- -- - -\�---------------- �CONGRETE-CURB \ / / ' - _ / ' / / / / I I \ I / 1C ` p 783 ` _ / /\ / \ / / \ / / 1 y y / / ' I SA.r' A 6„ PIPE _ y0 - - - _ _ - _ _ _ _ 20'WATERLINE EASEMENT ' ' / b DPP. END NOT FND_ �.� - I I I I _ _ - \ _ / / / / / - ' � / ( I / / p / I y I \ INV-681.56' I .� L - I - - - - - - - - -� _ \ FOR,AL EAORLE COUNTY \ � / \ - 5acv�[� I /l �. \ 8" DtC \ I I II I I I- - \ j 1 \ _ \ �'ap - - - - / \ SERV/CE AUTHORITY \ m y' / \/ _ lI ' ' i I - - _ x�i' - ' - i ='\ C' �e EC / j / y / \ 8 DES / y / / , , \ _ _ i i i �/ _ I I \ ` - DB. N63, PG. 28 U I 7� - ' l� � _ 1 ' /� / / \ / ' / / _ _ - ' - '- I I - , _� / Oy7 \, , / / _ �l ' I ' - 6'DEC _ �_ i AP�R�X TREE / / d - / _ _ I' \ �- - - - - 1 1 I 1 I / \ 6"_DEC - - i - - - /' �� _ - - _ ORIPLINE (TYP,) _ ' _ - _ - � _ _ _ _ I I I I / / / I I I I / ' - _ / / y - ' / _ �- - _ J b \ _ �� 8"DEC I / _ - - - - _ sir _ _ _ _ _ _ i - - _ 9 8"DEC IF MILL & OVERLAY I 1 I I / / 1 ; I //- UFO-i ; iy--® / = 5'-CMP -' i'--� / '�� -�� � _ _-_ __-_ -_-_ _-_- _ -__ _ j I I I 1I \ 12"/ \ / \ 12"DEC - / --_- �- � I I / 'II-WF<(OUi)=;IiW§-- / -��� -- = -_. _ _- _--- __- \ -'___ I I I/ / I i d -� 1 \` \ I / / / 1 1 � � '- - - - - -� - - - - _ ---- - -- \ - �685- - 1 APPROX. TREE I I / . I ¢ I I \ 1 ORIPLINE (TYP.) I !� _ l �� - --- - -- - - -- -- \ `- ` \I -- \ --- `..1 / / 15"'pMP / _ - \ - - ` \ - I REMOVE ASPHALT rn \ I � I VAR/ABLE WIDTHPOLELINE I INV. (IN) 698.05' _ --I - - - . . I I I I EASEMENT FOR VIRG/N/A o , y - - - _ --- REMOVE AND �2EP66CE ADA RAMP - - / ' ELECTRIC POWER COMPANY T \ / I / / y / I ° 1 EXISTING SIGNAL POST'TO pEMAIN. - \ \ \ \ \ \, I I \ \ I, • I r \ I I I C9 '` Y O8. 1101, PG. 310 1 \ I / / / .. -�_ I j - - - - V EP \ \ \ \ \ \ � - �� \ \ \ 1 . I /_/ I \ \ \ G I. II� SAWCUT I I \I\\�I / i / i �� - /' /' / �/� - / �- I \ \\ \\ \ � \ \ `Y \ � , \ ST\IPIN 1'f� / I I I // I 16� \ \ REMOVE EXISTING _ 1� / / / _ / 1 \ R OV1E \ \ \ \ \ \ \ I _ _______ / I I I i I I I I I I I I / \ GATE - _ _ _ % _ - \ SAWCUT S IPING � , - NECESSARY __--____- _ - \ \ \ \ _ \ 1 \ _ 6A VE N \ \ STOP BA♦� \ \ \ � - \_I_ I\\\\\\ I I II �\ ,,\ _� ..:�: ,__.,'_',_-',,'_,_�'_____--- --_-_______ - K& URB �_ - - _ _ - � HP , I OI - \ y_ - -__- �___---/ `--_-_---- \' TO REMAIf� \ \ I I / / / I --- _ = �_ _ _ ` I I / / III'' \ \ )_ \ I \ \ I I / -y'-- \ U / OF _ _ \ I I IIII / / / __ __S_ -� S EEP S',OPEB' _ \ \ I / I \ O � 1- __ __ - I. �. . . : :_ '_ _ _ \ 'I / OF 1 p \ - , \ I \ \ \ \ \ �I� - - _ _ - `, _ 77DfANAG_E4j _ _ - - - - ` \ v `e \ I I / / t- \ v \ ` ` � - ---- _ 5140E - . . _ _ _ -__ --_ _ -- \ g o I I I I l \ - CONCI_ _ / I \ / ` \ - - - - - - - \ \ ` \ q \ t o / I / / / III.� \I I \ _ UFO - y = OHP' - EP \ r � I / _ I � W � -- _ _ dH0 --- -- -\ `� ` \ \ I I/ / l I \ \ 0 \ UF_O ` // f // OH / )� \ -- _-�----------�=dH \ \ \\ TgVENUE 11 \\ \ \ 11 /EP ` , \ UFO_ _ = - -/ '/ -t7HP- I---------- I _ _ {Y �) / ' SANS - - - - dH° ROZE I / -/ \ --_ _ OHP _ _ ROUTE 810 ^ I / I \ CURB \ _ _t{Fo- 1-'-----` �� I / '' f- - - - \ STgTE M / -- - / ' /' - \\,AR, WIDTH / \ ` - _ UFO - _r _ _ = r -/ / / / OHP LEGEND: (L GRAVEL dHO \ - DB. 1096 PG. 741 I / / EP I - / \ O � T _ _ \ \ / ' OH ENTR. / MHS / I II / C&G - �\ OF -_< _`�,� �� - - I p ' � / EP / TOP=704.14' MILL&OVERLAY HO_ / / - = \ 1_ FA --` ____-_ _ �.� � I I I 0HP� / REMOVE CONCRETE INV. 1N=692.25' \ / / I � - W - \ \ _ ` - - _ \ I 6 / INV. OUT=692. T / s \ I I - - �� r , / 11 1 I H I MHD /106" / I EP ' / L 15" R -- -- _ - _ _ _ - - - \- t ' I I / 1=688.72' \ I ' - + - - - I ` ` / I INV. IN=68526' 18"HDPE \ \ REMOVE CONCRETE / RJPINP''TO1 / C8q ` I II I -_ '� Zvi --- I I \ � / rp / //IOHP 7 SO CURB INLET W/MHD INV. OUT=683.14'18"HDPE \ \ REPLACED AS / / I -i s ! _ ' _ - - - - l I ` \ OHP- / TOP=688.38' \ \ NECESSARY \ \ I - ° _ ` _ // - _ - - - - t I I ` \ \ NOTES: „ (ADD ALTERNATE) / - / ' - - - I \ \ ` 1. PRIOR TO THE START OF DEMOLITION, CONTRACTOR SHALL VERIFY THE DEPTH AND LOCATION OF ALL UTILITY \ \ cove. SWK \ _ 6- � \ / / - - dHO= I /� � � n I I OHa 11 LINES THAT ARE TO BE REMOVED OR RELOCATED, ADJACENT TO EXISTING SCHOOL BUILDING. CONTRACTOR L _- -- -- - - - - - - - - - - _ _ _ d r I I � I I SHALL COORDINATE WITH OWNER'S REPRESENTATIVE TO HAVE PRIVATE UTILITIES LOCATED. CONTRACTOR REMOVE ASPHALT CEP Q �� � - - _ _ �05_ - \ ` ` - - - I I / / I °H I / / SHALL NOTIFY THE ENGINEER UPON DISCOVERY OF ANY DISCREPANCY BETWEEN FIELD CONDITIONS AND £$ Ob,N - - _ _ _ _ sD�utzg/�LELW/sR�1T` ` \ - - - l - ' l l di�D l I l CONSTRUCTION DOCUMENTS. C&G -_ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ / I I I / -_� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - _ TgP?7OZ 3'7, v \ \ _ - - - - I I I I I I / 2. CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT SCHOOL PROPERTY TO INCLUDE BUT IS NOT ® REMOVE GRAVEL / � - - _ _ _ _ - - - - - - - - - 7Nb`. OUk694.Y,2' 15"•l3GP \ / / _ _ _ _ _ _ _ _ - - _ _ _ _ _ - _ = _ _ _ - - - - - - - \ � \ \� \ - / - - - - \ \ ' y / / LIMITED TO SIGNAGE, BENCHES AND OTHER EQUIPMENT. ITEMS THAT CAN BE MOVED SHALL BE RETURNED TO CONIC. SWK _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ - \' � \ \ \ \ \ - t :,__�INVIr(I I MHO OWNERSHIP FOR STORAGE DURING CONSTRUCTION. - _ _ _ _ _ _ - _ _ _ _ - _ _ _ _ _ _ _ _ _ - - 9 s� \ \ - - - / T 1' 15"R77' MILL & OVERLAY - - - - - - - - - - - - - _ - - _ - - - 7-19 � - - - _ _ - - - - - ° ` � ° \ \ \ \ - - , ' ,V. 1N=691.71' 15"RCP 3. ALL SIGNS THAT ARE TO BE REMOVED SHALL BE RETURNED TO OWNERSHIP. _ �_ - - - - -_ _ _ _ - - - -_-_ _ _ - - - - � _ - - -_- � � _ _ _ _ - - - - \ \\ \ `\ \ l - - - yUT=691.62' 18"HDPE 4. ALL MISCELLANEOUS EQUIPMENT NOTED TO BE RELOCATED SHALL BE RETURNED TO THE OWNER. CONTRACTOR . ,.w -- - - - - - - - - - - - - - - - - - - - - - - - - - _ , � - - - -- _ - - o m \ - - SHALL COORDINATE WITH OWNER ON FINAL LOCATION OF ALL NOTED EQUIPMENT. SCALE 1"=20' Syr _ _ _ - - _ - _ _ _ - _ - - - a o 1 7�' REMOVE TREE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ a 5. PRIOR TO THE REMOVAL THE UNDERGROUND FUEL TANK AND ASSOCIATED UTILITIES, CONTRACTOR SHALL x _ - - - I �1 - ' ° STEEP SLOPES SD INLET (GRATE) PROVIDE A TEMPORARY ABOVE GROUND TANK FOR USE DURING THE WINTER MONTHS OF CONSTRUCTION. 0 20' 40' - r - - - _709- - - / - - h (MANAGED) TOP=700.09' UNDERGROUND TANK SHOULD BE REMOVED PRIOR TO THE START OF CONSTRUCTION OF THE KITCHEN lNV 1N=694.04' 15"RCP ADDITION. CONTRACTOR SHALL FOLLOW ALL REGULATIONS ASSOCIATED WITH THE REMOVAL AND DISPOSAL OF M ------- SAW CUT �s�, to 4 /NV. OUT=693.94' 15" RCP 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 00*00 • • 4rW 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 ran D. Cichocki Lie. No. 53741 g%l22 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 WPO AMENDMENT #1 28.MAY.2021 7 WPOAMENDMENT#2 24.AUGUST.2022 8 MINOR SITE PLAN AMENDMENT #1 24.AUGUST.2022 DEMOLITION PLAN C2n2 1 \ ROCK I I \ \ I NOTES: ARMOR coot � \ \ 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 REPRESENTATIVE TO HAVE PRIVATE UTILITIES LOCATED. CONTRACTOR SHALL NOTIFY THE 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. ROCKARM�R \ \ 1 \ II \ I 1 , / 3. ALL SIGNS THAT ARE TO BE REMOVED SHALL BE RETURNED TO OWNERSHIP. \ \ 1 \ I I r SCALE V=20' 4. ALL MISCELLANEOUS EQUIPMENT NOTED TO BE RELOCATED SHALL BE RETURNED TO THE OWNER. CONTRACTOR SHALL COORDINATE WITH OWNER ON FINAL LOCATION OF ALL NOTED 0 20' 40' EQUIPMENT. \ \ \ 1 1 \ 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 WINTER MONTHS OF CONSTRUCTION. UNDERGROUND TANK SHOULD BE REMOVED PRIOR TO Pt� / THE START OF CONSTRUCTION OF THE KITCHEN ADDITION. CONTRACTOR SHALL FOLLOW ALL - - - -_ , \ \ \ I 1 \ , I I \ I I I / REGULATIONS ASSOCIATED WITH THE REMOVAL AND DISPOSAL OF THE UNDERGROUND FUEL II \\ \\ 1 1 I \\ II I I I / TANK AND COORDINATE WITH ALL REGULATORY AGENCIES ACCORDINGLY. x �J��]�J / //// ------ / Y� I I, I II I I I I I � � I \\ \\ II II 1 11 II � II I I I // 1 / 1 // // � I // �///�/////// e � _►— � A --------------- II 1 I I 1 (3) TENNIS COURTS (36'x 18) I I W — I rr.<. w. I GRAVY L LANEI I II 2 I I I \ 1 , I / / I I i I I I II cb I V II I 11 \\ l 1 II II I I I I I 1 I I I // / / / \ / // // / / / / / '' lie rs.. artier • — I I I I I 1 \ \ � 1 I I I I I I I/ / / / , \ /,// / / / / / •{. 'j. � _�- r I I I 1 I / „•a, / _ / 1 I /// / / •so-,: e... .. $ BLOCKRATAINING �I DIVERSION STRUCTURE WALL 1.9' �IWJ / l , / / � NTS REMOVE FENCI` 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. e I / EXISTING DIVERSION STRUCTURE I No Scale ;:l:. k4:l,;:�4.1,(,�, J 1 {� V 1 I I I I I \ \ I 1:11 I� \ \ \ \ \ I I f , J MHS TOP=670.43' T— \\ I \ WOOD BOARD 1 II I \\ I Q. INV. 1N=663.21'8"PVC (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 '� \ \ \ I I I, MHS I I I I I 1 \ STEEP SLOPES I ''C�. �.� �\ I \ \ I I I I I.; \ \ \ I I I TOP=670.62' I I I I I , (MANAGED) I I I I: O + \ \ I I I (�� I I I' ^O \ \ \ I I I I, INV OUT=663 09' PVC I 1 Q , \ \ 11 8" v lNV OUT=663 09' 8"PVC 1, In7 I\ \ \\ I \ REMOVE MEN E I I I I < I I I I I II \ \ \\ \ \ I I I I I 1 TMP 56-64E I I COUNTY SCHOOL BOARD OF \ I I I I I I 1 ALBEMARLE COUNTY, VIRGINIA \ I 1 1 1 \ \ \ \\ \ \ DB. 1044, PG. 498 1 \\ I I I I I \\ 1\\ \ 1\ \I 1� \ DB. 1098, PG. 703 ZONED: RA (RURAL AREAS) \ I I I \ x ZZ MHS TOP=67762' INV. 1N=670.82' 8" PVC f------------- 1 INV. OUT=670.54'8"PVC I RELOCATE 1 I i GOAL ELECTRIC PANEL /I PROTECT -------------, \ \ ) I I I I I / / I / EXISTING APPROX TREE TREES TO / / / i \ \ \ \ ` \ \ \ / ORIPLINE(TYP.) MAN \ \ \ d \ \ 1 Z I I / / % \ \ \ 15" DEC \ 6"qec // 1 / / \ \ \ \ . \\ \ \\ \ 1 m I . . . .�P .' � / I I REMOVE / \ < \ / \ N al STIrEPSi P�S RELOCATE SHED. SEi, /// l / -1 - - - - - - - - - - - - �18'x 8 SHEETILI.O F0112 NE REMOVE PLASTIC / \ / - - \ ::; : __ ._ PROTECT E✓ISYING/1 12"D�c - - - - , TREES�QRE AIN(MANAG / BORDER ED LOCATION I \ /' . _ yI \ \ \ 1 \ \ , 1 I — �`—.,sFE SLPES,�:�;. �---� �-- F \ l I — 1 2 (MA AGED) \ \ \ \ \ \ \ \ \ \ I 1 \ \ \ 6'DEC — — — ( MTL. / \ \ / 26S \ \ \ \ \ \\ 8"DEC \\ \ \ I \\ 1 m I ( MjL �d BEN C \ _ / / STEEP SLOPES \ \\ \ \ \ \ I \ 1 \ // / i _ / MULCH (MANAGED) \ BEAC \ \ \ A� . \ • ' \ I I . ' / I ' I 1 ,/ ` -F 'GAh9E '. . ' . ' _ PLAYAREA , — j / I \ / . ' RAC . j �G ' SpC\ J/ - (SWINGS) \� / c \ ,\ /7 RELOCATE - /% / \ I \ I Mrz. / I RELOCATE , I " RE.& E ISTING � BENCH \ \ BENCH 15 DEC \ \ \ \ \ \ \ \ N I 11 \ NE \ / I ADJUST AME RAOIC 15"D C BE H ro \ \ \ \ \ \ 2, : ' . /. :: 1::. \ I I I / I6 - \ BIOf'�ET NTI N F`;ACILIYY \\,/ I MULCH PLAY AREA \ ) TO MARCH FINAII \ \ \ \ \ \ \ \ \ EC \\ I \ CH N-Ll \ I (SET W/SLIDES (RAMP) ' / I I FEN'C \ (RAM?J GRAIJE / RELOCATE EQUIPMENT I 1 - \ \ \ I EQUIPMENT / /i I j ..... \ \ \ I PLASTIC TO REMAIN / (SEE LANDSCAPE FLANS) I I SWM / 8/O CO=686.77' \ j .' .''.''. '.' . .' . I \ \ \ BORDER ( ./ ;,::: ' :; ' I �.. I I I l \ \ \ s.3a'(w) , � �' . ' '. ' �. . ' . .. '. l /RELOCATE EQUIPM�NT \ \ \ \ I \ r h. , (SEE LANDSCAPE PLANS \ \ \ \ \ \ 0"DEC \ \ \\ \ , PLASTIC. ' . ' . ' . ' . ' .. ) I I - - -RELOCATE ASPHALT:./. '. '. '. BONDER-RENIONFE C.UL VERT'FIP1= MULCH \ I I \ \ \ \ BENCH / � . � . / o,3s (w). / PLA AREA — STEEP SLOPES — II 1 : I; : : / ( ¢ • I I , \ \ \ \ I / .ASPHALT I (CRITICAL SLOPES) — : tl: :: (: l:: : 1 / /'l'4. I I ` \ \ \ f / /r •. ' /�' /' . ' . ' . '. . ' \ (✓-GYM) I : I I I I I. I I \ \ / . • / ASTI s \ \ \ \ \ \ �.' .' .' /BORDER` — 1 I I I .','.1•.. l l \/ \ \ \ \ b.33'(W) �. 4"DEc \ \ \ \ REMOVE ( ..•i..'•..'..'.•/..•.... -- — — I �r . .(.(.;. I 1 •.BOCK RMOR.'. I — \ \ �10 DE / q IJ \ / 2"RCP REMOVE ROCKAR _R- - t , : ( 1 \ \ \ PLASTIC �C / I REMO�E .� . / P / ,, ,\ - s80.44_ \ \ \ \ \ \\\ I z BIORETENTION FACT T1L _ \ I I \ \ \ BORDER 5 / 1 _ _ i _ _ - _ _ ` _ - - BO OVR'P STIC \ , 1 I . ,•. . . . ,\ 12�RCPJ \ CHl3LN-LINK � BO�DER \ \` � \ \ ....•� \\REMOVE \\ \\ `� / o_``_ _\\ \, 1 \\ \'L6 \\\\ 20'NA%RY SEWER EASEMENT I lNV�680.44' FENCE � _ _ _ 1 \ ,•UK9•.•�RB \\ \ i''PLASTIC / F E ``__''ASPHALT 'Q' \ \ \FORARSE ER EAS/ I ,- -. �/x � � — `` � \ PATH 1 \ ` SERUj'hIORITY . . . \ \ INV.= 68202= 1 _ — — _ \ \ I \ \ \ DB. 976, PG. 96 \ — — � / / / I ' . . � . \. � . \ . � . •'OP � \ \ � OPP. END 15" RCJP 4//-PES � — � � � \ �\\ \ � I \ I \ \ \ .'.. •.• �\ \ •.'. •... � \\ `\ \\ NO UND/ �JNITOUT=68ZOY �\ \ \� �� I \ \ \ \ U) l t ., ..... , 6`oEc (2EMOVF SIGH FZEMOVE�ORTrON - - - - - �s \ \ \ \ \ \ \ \ \ \ \ o / '/. .....'.I AND ISLAND -- �----OFT5 RCP I\: I '. •. ., .I', \. / . ` / _ , PLANTER L. • .... .... �. .. ; .a . , ..... / ' > , , / — — — �ONC'STEPS — I \ /'i SPH. WALK / \ _ \ \ \ 1 \ ',; `. _. / _ REMOVE CQNCR�TE \ \ \ \ \ 1 I I �.... ....... _ �� /. / i-- s7READs, - - _ STEPS -AND RAMPS \ \ \ \ \ , \ (NV 1N=668.15'8"PVC \ \ / /, � 6 RISERS W/ RAIL C'0 � \ \ \ \ \ \ , \ \ \ ' \ �/ � � � \ � \ \ \\ \ \ \ \\ \ \ \ \ � / \ V. UT=66783' 8"PVC \ \ \ \\ \ \ ;\\\\\ // RELOCATE : / ','.'...... �...... � �, ..... � • :. ...... � � _ ` \ 50 \ \ \ \ \ \ ` \ 1\ \ \ MATCH INE - SEE SHEET2.0 LIGHT: / / / ` ` \ ON' :MHDAm / ) I ;. .•. 1; 1 �'� \ DEC \\ \ \ \ \ \ \ ` \ \ \ \ \ \\\\( TOP-689.33': , I I .,. M'ANHOLEpP T0'BE RECO I i i.'.'.'� \ l PROTECT BENCH /� ' - \� ANTER / , ,A_ i —CONC. STEPS CANOPY lNV lN= 83.56'95'':RGF(Ny I ER'FINAL• ,l IGFiT POLE / r'. i AND LAIMLLZ: fNG _ ,592- — 2TREASS f , ' / _ _ 3R/SERs — \ \ \ \ \ \ \ \ \ \ \ \ INV. 1N=6 3.:40' 11'H©FE:(w% I I GRAQING_RLAN _ Q, WC17� INV. M=6$4;13'4":(BLD): / I I -•\'. /' . i / 'SAWCUT \ ��\\ INV. 0-683:4)'1' RCP:. I CONC.'.'.'.'.'..'.'.'.'. / 1 %t \ \ \ \ \ \ _ _ \ \ \ \ \ \ CONC. I /' i. • 11. • �' \ 18" DE6 \ \ \ \ \ \ \ _ WQOD PED. \ \ o \ \ \ \ \ \ / 0 / REMOVE'ASPHAC,'. i'/,'.'.'.II %.'.'... / /' �' coV �\ \ \\ \ `\ \\\ \\ \\ \\ ��\ \ �2EIvL(�V\'��E \ \ \� �2 \ \ \ .. .. %\\ \ \ . . .. . . . . . . /' / I I .% . �' — / / / ' 3' (W) DOOR 3' E= DOOR C \ \ \ \ \ \ ..'.'.'.'. �. •. �. •���•'. .' '. ..�.i. .'.I / FFE=693.45' \ \ _ \ / / FFE=693.4V _ _ ) / COLUMN (THRESHOLD) \ \ \ \ \ \ \ \ \ �� \ \ \ \ ) I CANOPY (THRESHOLD) . . %Ili . jI�I . , — /TYP G 1.0'D TYP. COLUMN `� \ \ \ \ \ \ \ \ \ \ \ \ �\ -r� \ \ \ \ \ U\ . \ I RELOQ, T.E'.'.:.... .... /'/II MHS / / 0� \ \ \ \ \ \ \ \ \ \ \ \ \ z\\ \ 2sy \ \ \ \ \ \ \ \ I MHS I 1 /i TOP-6 9.96' / /\ G 1.0'.Q TYP. \ \ ` \ G \ \ \ m TOP-676.13 LIGHT POLE'•','..' 3'(W)DOOR REMOVE PORTION I•',I',','\.'�• i .�. INV. P-673.74'PVC-LAT/ / 3' W \ \ \ �� \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I \ \ /° \ \ \ \ \ INV. 1N=665.85'8"PVC / ,•.' �• lNV1N-673.44'8"PHCNW / REMOVE CONCRETE (I ` \ PORTIO"FSANITARY \ \ ' 8"PVc�f/'\� �\ \ \ \ \ \ \ I OF 15" RCP . • 2'.' • . ' ' ' �! / 7 ) DOOR \ \ \ \ \, I \ \ NV- 76.84' Il I I \ INV. OUT=665.63'8"PVC ' .'" �"�G. L....•.'.'..� VV.OUT=673.�0'8"PVC / WITHIN BREEZEWAY oa \ ) \SEWER�INET�BE \ \ \ \ \/\ \ \ \ \ \\' \\ \ \ ` \ \ \\ ,\ I \ RELOCATED (S E ARCH \ \ 2' Dec REMOVE SD INLET — / s \ \PLAN$ \ \ \ EXIST. CONIC. \ \ \ I I I / L'.... .-�• /.. \, \ \ ) 1 h � • PAD a - -� •< _ ' ' /�'.' REMOV \ / MANHOLE TOP TO BE _ • \ \ \ \ \ \ EX(ST. E UIPMEMT TO I�iEMAIN REMAIN \ \ \ \ \ 'p,. \ \ 1 I I III 1 I I \ SD INLET (GRATE) !, A ADJUSTED PER FINAL \ \ A D BE ROTECTED RURING \ \ \ \ \ \ I TOP=689.00' — �� ' •' / I• CONCRETE , �S�, . I I 1 / < ® \ \ M T GRADING PLAN Lb� \ 3' W DOOR \ \ \ \ \ ® CONSTRUCTION INV. OUT=685.00' 15" RCP \ l SIDEWALK / 3' (W) DOOR WI V ( ) \ \ \ \ \ \ \ 1 I I I I \ I 1 1 ... ;.%.U.G ' /. . '/ . • . / ( i'\ CONIC. FFE=693.45' \ 3' (WI DOOR \ \ \ \ \ \ I 1 I I I Z _ FFE=693.46' CONIC. i / 1, / ` MECI-�' \ \ \ I �I II I l ' \ \ POP�BS@.B�E� !i'QEmP=69283' (THRESHOLD) FFE=681.36' \ f�� . . . . (THRESHOLD) ( YARD I I � f / I '/• _ ._ _ •_ . ' .... � _ . �. ��%. � ... , � � \t� s6s.6s' Bor=sessa' \ � esrwT.) 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 .'0*000 s 4! 41' 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 ran D. Cichocki Lie. No. 53741 9/*h 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 WPO AMENDMENT #1 28.MAY.2021 7 WPOAMENDMENT#2 24.AUGUST.2022 8 MINOR SITE PLAN AMENDMENT #1 24.AUGUST.2022 DEMOLITION PLAN C23 i i 4" WIDE YEL OW STRIPE P.) GEOTHER AL LL SUPP IAND RETU N SERVIC NEST (11) 4" GS/GR (GE THERMAL) �PES (48" MINIMUM COVER SEE SHEE 800.1 SEE VAULT DETAI ON SHEET 802.1 UGq__ 18 II APPROX LOC. TEMP FUEL OIL LINE'. RUN LINES A E GROUND (WITH PROTECTION) AND MA E CONNECTIO EXISTING BURIED LINES OUTSIDE BUILI ING. CONTRACT SHALL VERIFY LOCATION DF EXISTING LIN ADJUST VAULTS, AD UST GATE ALVE PER BACK -FLOW PREVENTER, GRAING PLAN HYDRANT AND PIV PER FINAL GRADING PLAN n B N P APPROXIMATE LOC EX FIBER OPTICS VAULT. / CONTRACTOR TO VERIFY x / LOCATION PRIOR TO CONSTRUCTION. N / U / APPROXIMATE LOC / I U / EX COMM LINE. / CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION. / "NO PARKING ANY / 5 TIME" SIGAY / 75'WIOTH UN ERGROUND / UTILITY EASEMEN FOR VIRGIN / ELECTRIC�WER COMPgNY I I / ' OB. 1101, CONTRACTOR T �� PROVIDE TEMP Y F OVERHEAD FIBER 5P / / 'KETC1 OPTICS LINE ISURING.// CONSTRUCTION / I I CROSSW LK STRIR�NG I S (3) 6' x 5' DU PS IRS TOP=698.05' WEN LOSURE INV II I I INV OUT 8680.25' 8' PVC I I I I 12 a I 13 I I "Np PARKING ANY O I I II TIME" SIGN I ( II II i I I � I N R LOCATE 8" WATERLINE I I U U I � 20' AILSA WATERLINE < EASEMENT ♦HAND HP{�LE. STUB UP FUTURE EV CHARGING CONDUITS.U. a N I Q I "NO ICAR TRAFFIC I BETVEEN T.�E HOURS OF I :30AM - 8:30AM AND 2.00P 3:00F M MONDAY - I F IDAY" SIGN. ICONTF ACTOF TO SUBMIT SROOF2JF SIG THROUGH UBMITTAL PR CESS FOR APPROVAL. I I 1 I I I NO PARKING ANY I ( i ME" SIGN � I � I I � U I II I Q I I I I I m W I I 0- 0 41 I I I R7 I I I I I III HF R qR I I I PE AL � I 27' VERTICAL PIVOT VEHICL� GATEI I I (SEk SHEEt CIA) I GATE TO BE OPEN DU ING SCHOOL HOURS & CLOSED DU� NG EP�NTS I > U II 0 GAT YOK� I �OND GATE CONCRETE MOU T PAD I I I YOKE a (SEE SHEEIT CIA) I I I 7' URB AA Ijl LON I I I z \QHP I O ' I � I RAF Q � SANS i L GRAVEL ENTR. MHS EP TOP=704.14' INV. 1N=692.25' 8" PVC INV OUT=69203' -� t a1'D DR�� - - �i� I2"DEC 6" CONCR�TE RISERS CONC \ WITH HANDRAILS °.a. e (A PY PLANTER \ \ 26s \ \ \ \ U ..° ' / / \ / ° CONCRETE ACCESSIBLE \ \ \ \ \ \ gG-7 (5- T NSITIOf� r'• a, P WITFf FJ ILS \ \ ANDRA r TO CG- N EITHF,R covc. / / CONC. WHITE SIDE) / / ooNw wacc s"DEc c \ \ \ \ STRIPE (TYP.) ° / - / / CONC. WALL I 3'(W)DOOR I,.. " 3' (W) DOOR 1.3' (W) S % , FFE=693.45' rim 10 r' • FFE=693.41' ° CANOPY COLUMN (THRESHOLD) M(TYP) rHRESHOLD) \ \ SANITARY 1. 0'0 TYP. COLUMN / \ \ SEWER u a D / II S-sss.ss' GO 3'(w)DooR I 1.0'LTTYp. \ m \ \ \ CONNECTION \ \ m TOP=676.13' (j INV. 1N=673.74' PVC-LAT 3'(W) I \ \ \ INV. 1N=665.85'8"PVC / INV 1N=673.44' 8"PVC (NW) DOOR I C. os' \ \ \ INV. OUT=665.63' 8" PVC ADJUST CONE SECTION 2" r' \ 9 / / 18, � 10� °' INV OUT=673.20' 8"PVC 00 \ J ° \tib OF MANHOLE TOP TO r 2 \ 2"DEC / / \ \ \2b \ \ \ I \ s� MOVE LID INTO THE ° PROPOSED s\ \ \ ADJUST CONE SEC`TIQN CONCRETE SIDEWALK `� ENCLOSED \ / 5) iA OF MANHOLE TOP TO VESTIBULE \ \ \ \ \ \ \ MOVE LID OUTSIDE OF ® ® GATE \ UGp� P/ i THE PAVED AREA 3'(W)DOOR q b 3'(W)DOOR 5' CONC FFE=693A5' 3' (W) DOOR \ CO Z /R4D' ! ° FFE=693.46' CONC. 6" DEC 6" D C (THRESHOLD) FFE=681.36' ECH. �`-- rHRESHOLD) \ \ MATCHLIN SEE SfIIEET C4.1 / (3G-12 •' (BSMT) 26 ° , ° • TEMP. ABOVE GROUND OI 6"DEC WOOD SCREEN WALL \ \ \ \ 11 TANK WITH CONTAIN 6 FT HEIGHT \ \ l EnCEC. $'�� FFE=693. 42' L 1 10 p (SEE NOTE#1) i�t q \ \ °a; 6' (W)) DBL. DOOR O FFE=704.2T L2 \ \ \ \ /R4 / �e. I I .! • 1 (2) 6"S/ R (GEOTHER AL) P PING 6" DEC \ \ \ CONNECTION MECH A SEE SHFgasM800. O 6' (W) DBL. DOOR \ \ 3' (W) DOOR CONC FFE=693.43' ° \ 26s \ \ \ ° FFE=693.43' SANITARY \ Z 6' (W) DBL. DOOR 3' (W) DOOR UGP APPROX. LOCATION OF EXIST. FIRE LINE CONNECTIOI�ROUND) PLANrER(r Pj 6'(W)DBL. DOOR (GROUND) FFE=693.43' ® SEWER \\ \ \ \ LEVEL 1 FFE=693.40' LEVEL 1 STAGE ASSEMBLY AREA SERVICE ° ❑ i CONTRACTOR PROTECT DURING CONSTRUCTION BLD LINE 6'(W)DBL. DOOR BLD LINE DOWN LAB PROPOSED 1 \\ \ \ \ \ PROPOSED GENERATOR TO BE INSTALLED AFTER FFE=693.43' (TURN O S ) MOVEMENT \ \ \ \ \ N \ z 7'm z z , R5 R5 . • \ R3' S DEWALKE EiTGILITI�/ , 4" WIDE WHITE (TYP.) STRIPING (TYP.) - 24' - - - - - 9' U.: - o� STOP SIGN AND I D 0 Q g!] Typ STOP BAR- •� ' R5' TYPR (.) ' R20 R2 RZ R20' R5 TYP a.a R56' EMERGENCY ACCESS R10' CG 2 156 LF CK.R10' 1 e• • E• .. D'. TS.. .. I YIELD .. REINFORCED TURF (GRASSPAVE2 O e' CONTECH URB EEN IC PA �) V. SIGN A�R ST V�RS (2) FIXED -BOLLARDS L 'WIDE WHITE . a . CG- i `.e ;° ./,' " •° ' a '-'^ . °.', .. �.. °" a A. ' ° :... .6' '.o i. �` �' .e . V� �✓v' WITH D-RINGZ*2 TRIPE (TYP.) 20'W4 TERLINE EASEMENT- •. GP 8" DEC 6"DEC e \ I { 7 1 \ \ FOR ALBEMARLE COUNTY R25 I''3 / \ \ / SERVICE AUTHORITY PAINTE ELLOW FIRE LANE CURB UFO \ l \'DEC / OB. 1163, PG. 28 G) \ \o PAINTED Y�LLOW FIRE LANE CURB i� 4" WIDE W E OF \ / \ 'O ( STRIPE 4" WIDE WHITE APPROX TREE \ ( 1 / ' \ ?✓� I PAVEMENT 12' a° STRIPE(TYP.)ORIPLINE(TYP.) - - q � / 12' 2-4" FIBER OPTICS 8"DEC STRIPING - - - UFO -uFo CONDUITS L C..1 (1)-3/4",ICONDUIT(POWER) \ DEC odn- - - -- 12' 5' R20' -. •,'°•. _ c(1)-2" CONDUIT (FIBER) \ 4" WIDE WHITE OC I - "NO PARKING ANY 7' CURB STRIPE < 24' TYE SIGN U APPROX. TREE OF TRANSITION R20' ( ) / - 3 REMOVABLE BOLLARDS VARIABLE WIDTH POLE LINE EASEMENTFORVIRG TIE IN NEW FIBER OPTICS Twit- ELEC7RICPO'I.R MPANY LINE TO EXISTING i-_ _ _ - I ODIFIED CG-12 TYPE g00, TO gALLARD DR. a. 1101, PG __- _- ° CURB RAMP EP PROX. GATE OPERATOR �_ _ _ R2' AP o 0 \ IQ T OUTFALL #1 (VRRM DA "A') DEC r 8' • / FHA 10' R25' GE AVE. R10' - P TO ST GEOR - APPROX. 750' APPROX. LOCATION OF 1 x16 x8 CONTROLLER BOX R2 REPAINT PORTION - - ----- (�) CONCRETE MOUNT PAD ( SHEET C� OF EXIST.too 6" CLASS-52 DIP CONDUIT CROSSWALK MUTCDSTD �__-- - - some EP ---_- _ _ -UFO (O UHF REA ER TURN ARROWS EDESTAL I _ sT FP SLOPES EXIST. STOP BAR. EXIST. STOP I CONTRACTOR �UpO - SIGN 3 TO REPAINT. O CONGA _ LOCATE AND CONNECT TO EP I UFO EXISTING WATERLINE ®ryp- UFO ll-ilit REPLACE CROZE_WR 6- EP AVENUE slowI EP - = UFO= _ _ _ _- _ _ -_ CONCRETE _ Oryp�A*PING SLEEVE AND VALVE. "DO NOT ENTER- dHO OROZE CURe UFO =---_____--- _ _ i,till- STATE ROUTE 810 BUSES ONLY" SIGN (VAR. WIDTH RW -UFO RB STOP SIGN AND GE AVE• dAo --- -, 7d1 _ - - OH STOP BAR 1,275' TO ST. GEOR AppROX. EP CONC. SWK EP � � cac CONC. SWK _ O O � 4 4 STEEP SLOPES (MANAGED) EP _----_---_ - C&G �AV�� - � -UFO _-_ -___ - 1,065' TO ST. GEOa _ _a-= --w-- APPROX.--_____ - OHP OHP -OHP OHP- LEGEND: OHP CONCRETE SIDEWALK El GRAVEL ROAD dHo NOTES: oHP- _d 1. CONTRACTOR SHALL PROVI OEfflfP 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 A HEAVY DUTY ASPHALT 12] BIORETENTION PLANTINGS DRAWINGS FOR FURTHER DETAILS AND UTILITY ROUTING. S8 abN 2. A KNOX BOX SHALL BE REQUIRED FOR THE PROPOSED BUILDING ADDITIONS. CONTRACTOR SHALL COORDINATE WITH THE FIRE MARSHAL'S OFFICE FOR FINAL LOCATION. 1E LIGHT DUTY ASPHALT El 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 EIJ STONE DUST 4. BIORETENTION BASINS MAY NOT BE CONSTRUCTED UNTIL ALL CONTRIBUTING DRAINAGE AREAS ARE STABILIZED. SCALE V=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. 0 20' 40' V iV\ 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 •�0*00 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 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 ran D. Cichocki Lie. No. 53741 g/�1h2 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 WPO AMENDMENT #1 28.MAY.2021 7 WPOAMENDMENT#2 24.AUGUST.2022 8 MINOR SITE PLAN AMENDMENT #1 24.AUGUST.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 ' 11 ADD -ALTERNATE 5. SEE SHEET C9.2 II I 1 APPR I . LOCATION I GEOTHERMAL WELL FIE SEE IV�IEP PLANS F 1 ADDITIONAL INFORMATI PARKING SPACES TO BE STEEP SLCJF USED DURING SPECIAL \(MANAG EVENTS ONLY. CAR ACCESS TO BE \ PROHIBITED FROM BUS ENTRANCE 4" WIDE YELLOU (11) 4" GS/GR (GE THE (48" MINIMUM COVER SEE SEE VAULT DETAI ON mmm ,v r- ' : :'4r PAINTED YELLOW FIRE LANE CURB �� — w-o _ 011 R1 4" WIDE WHITE _STRIPE (TYP.) UGP 1 GOAL 40 \ TMP 56 COUNTY SCHOOLL BOARD OF ALBEMARLE COUNTY, VIRGINIA DB. 1044, PG. 498 °u DB. 1098, PG. 703 \ ZONED: RA (RURAL AREAS) VDOT STD. HANDRAIL BIORETENTION (4) 6" CRISERS WITH HANDRAILS �30' FACILITY 3A RELOCATED ° IRRIGATION ELECTRICAL PANEL -------------- CG-7 (5' tNSITION CG-6 ON EITHER SIDE) 91 1 WHITE (TYP.) / %' 10 / A / /R4 L11 11. 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. 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 & OVERLAID \ 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 "C") 1 1 OUTFALL #3 (VRRM DA 1 N MHS 1 1 TOP=67762' \ INV. 1N=670.82' 8" PVC 1 INV. OUT=670.54'8"PVC \ j GOAL 1 GRAVEL FLOW SPREADER ----------- / / \ (SEE DETAIL ON SHEET C1.2) ` JG APPROX. TREE 5 CG-3I 1/ A 15"DEC \ ......... .............. .... ..... ....... ...... \ Cv vvvvv7vv �ccv�vvvvyvvvvv vv, -v y TI vv v000v000vov000aav0000vovovoyy����..gqgg��vvo S ASPHALT PATH vvovv ovvvovvvovvvvahvvv vvvvvo4�'Qivov -� ,',wr „{��{ / / / t0.15MILESLONG \ \ vvva vvvvvvvvvvv vvvvabbbb vvv vvv vvva dd''��WW vv: .1 \ �'\ vvvovv vvv vovvvvvvovv�vvvvvvvvv a v•: / 0000vvv vvvvvovvvvv - vvvvvb'VV�evs / 50, . 'av vvovv vv vvv vvovv v vvv vv vvv v v v vv. / cvvvvvv vvovv vvvvvvvvvv vv vvva vac /./5P .. �.. ' ' EP SLOPES �� Vvvvvvv vvvvvvVVV7VVVVV VVaVVVVVV ... ...... .............. '.Y. .. ..... \... .. .. ..... \ / .9'6 V V V v V v v Vq1yV v v v V v V v V v v v V v v v'%vvv �yV V v V•: �� .. ....... ...... .. /. VVVVVVVVPVVVVVVVVVVVVvvvv dvvvav vvv'y�,. .......... ........ .... M , vvvvvvddv vvv vvvvvvvvv vvva �,', ... 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I `DD D pD Dp DD pDDD®�npp Dp pD ^OOVVOVOV OVOOOOOOOV VOOOOOV / p p y TRANSITIO I VVVVVVvvvvvvvvvvvvvvvvvvvv I DD: I Dp DDD"p NATURAL PLAY FEATURES / pDDpp DD DDDD pR D(pD�Dppp�uv��pDDpD � TOCG-6 I VOOOOOOOOOOOOOOOOOOOOOOOOOv I/ D "DpDD r _------- -- ----J DDDp��DDDD DDDD DDDpd \ N ON EITHER .'.j :: oV77VVVVV17VVVVVVVVVV7VVvvvvv VVVVV'.{y .. 1 'D i,'/ I >pp� DDDDDpp ✓DVDDDp D DpDD ✓D DDDDp ✓D DpDp D✓D pDDpp D"DDDp pDDDDD DpD>DpDDpDp�Rp'D DDDDp \ 1 :vvvvvvvvvvvvvvvvvvvvvvavvc! ........•..l !P�DDD DDDD DpD DDDDDD DDp Dpp DpD DDD DpD DppDDDDDDDDD DDp DDD ppDppD pDDDDD pD pD pDD 10"DEC \ \ SIDE) I VVV PAINTED ASPHALT 1 / j'�; DDppDppD pD DDDDp Dp ODDpp pp Dpppp pD DDD DD pD DD DDppD Dp DDD pD DD DD pDp DDp DppDDDpD ODp 1 V V (SEE LANDSCAPE PLANS) .. J .' �. �'. �` / DpDpp pDD pp DppDDDDDDDp pp pDDDDDDpD DDD pD DDDDDDD pDpDDpp DDDDD DD DDDDTM(µW�N�pp [q D. DD Dpp DppDDD� IV \ \ \ �.... gyp' D ----- DD pD pD pDDpD DDD pp pD DD pDDpD DDDDD DD pp DpD pD DDDDp DD Dp Wp" "p'a'D�D—ppbn'DD DD Dp DDDDpppp \7/ \ / v D D pp D pip D D,pD D p DD D D >D D p D D D OD ` _----- ...\ p4, DppDD DDDDDp DDDD DDpDpDDDp DD DDDDp Dp pDD Dp p.� S\ \ \ `� JOv vOvvvO O V I .. �.� ♦ DDDDDpDD ,D'.D D DpD ��pC,P DDD DDDDDDDDDD� f / f ' ' ' RAINGARDEN • V44040vO VOv V.. .. .. a .. DD D4 De p. D. p DDDDDD D D D Dppp D D ` }�q,�+.jQ§gyp p WLl- ..� .. .. / ♦�♦w ;. ,. pDDDpDDDDpDDppD�bD,p 1 CG-3� (SEE LANDSCAPE PLANS) _ �/�.. nCi� �`♦ :. '.,DDDpDDDDDDDDppp DODDSK♦� ^ I ' .k—•—."-'— CG_3 ♦♦ D. p D...pp DDD DD DD DDD ♦.♦i - d; ---.— / / -- d ♦♦ pGp DDD I \ \ \\ \ \ D D'p '• .. ♦\♦ SDp DDDDDD pp DDDp�D \ \ CON ` D D \ �� . D p � ' DDpD D � \ \ \ O 20' SA TARP SEWER EASEMENT \ \ .. ..D �\ e ° °• ° ♦'♦`'. DDDDDDDADDD \ 1p 0) L MARLE COUNTY \ \ \�\ } < d ..e ♦` pDDDDp DOr RVIC AUTHORITY \ \ BIORETENTIORT♦� / /'d `�� pDODpDDODD, I \ O D 976,PG. 96 N 1 \ FACILITY 2C . / �' a 5, �I` \ \ \� ARTIFICIAL \ cr \ i ♦ W ro�l ` STUMPS4 6"CONCRETEONC. RISERS WITHCONCRET PAN=ER ACCESSIBLE ° HANDRAILS \ \ SQ \ \ N / RAMP WITH O M S- \ HANDRAILS 1a' S, ° SEAT WALL \ T P-676.38' (T ) (NV. 1N-668.15'8"PVC \ / O IMV. UT=66783' 6"PVC / RELOCATE CLEANOUT O O O a,,. / " . • d ° ..'."•\ MATCHLINE - SEE SHEET C4.0 MMMMMMM 12"DEC .. . (5) 6" CONCR E RISERS cONc. k . 4 .�°' // / \ WIT 'HANDRAILS ,•� CA Pv PLANTER ........ CONCRETE ACCESSIBLE • / �IG-7 (5' T / 4.PWITFFHANDRAILS .... CCON)C\ TO CG- N EITH/R � \ \ \ CONC. SIDE) \ / OONO/)WALL 8" DEC A GONG. WALL 3' (W) DOOR • L 3' (W) DOOR . y * 1.3' (W) S 'e CANOPY FFECOLUMN (THRESH3.41'OLD) (THRESHOLD) \ SANITARY \ (TYP) (THRESHOLD) �- � C� S O�G 1.010 TYR COLUMN / �\ \ SEWER MHS 96' G I 1.010TYP. \ m \ \\ \ CONNECTION \ NV. IN=665. I I ' 3' (W) DOOR INV. 1N=673.74' PVC -LA 3' (W) L�s�b�, INV. 1N=66585' 8" PVC 10' 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 ° OF MANHOLE TOP TO C� 0 \ 12"DEC / \ \qb \ \ I,le .�, tibs s MOVE LID INTO THE +• r \ \ CONCRETE SIDEWALK + •. PROPOSED ` \ \ \ \ \ \ / ADJUST CONE SECT40N ENCLOSED OF MANHOLE TOP TO '0 VESTIBULE MOVE LID OUTSIDE OF ® ® GATE 3' (W) DOOR b JDC 3' (W) DOOR 5' 7y THE PAVED AREA CONC. FFE=693.45' 3'(W)D OR ECH. \ C0 c 4 e FFE=693.46' CONC. (THRESHOLD) 6'" DEC 6(THRESHOLD) FEE- 681.36' \ \ \ N 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 •�0*00 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 ran D. Cichocki Lie. No. 53741 9/*h2 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 WPO AMENDMENT #1 28.MAY.2021 7 WPOAMENDMENT#2 24.AUGUST.2022 8 MINOR SITE PLAN AMENDMENT #1 24.AUGUST.2022 LAYOUT & UTILITY PLAN C4n 1 \ \ \ \ \ \ \ —\—��Orao O OHPSOHP \ OHR \ O \ \ ----\ ----- \---- -----------\ \\ \ \ �\ \ �\ -------- �--------- \ \\\\ \\\ NoV81 — \\ \ 681.38' \\ \\ \\ \ I \ \ 18, ` \ \ \ 11 \ \ HP \�DHP OHP OHP PRESUMED LOCATION/WIDTH OF 22' POWER EASEMENT FOR VIRGINA PUBLIC SERVICE COMPANY (TRACT 2) \ 127__— OHP / I . SO ---�OHP Ok(P ---gyp--- L \ \ AP DISSIRATOR I I I I � I SCOREBOARD FOUL I\\ \ R3�0' \ \\ \ �� DRAINAGE DITCH POLE \ \ \---------- I I\ \ \\ I \\ \\ \\ \s \\ \\ \\ \\ \\ NETPO T \ \ U YOUTH SOCCER FIELD 8� I �� \ \ \ (TYP) \ \ 1 I LCHAIN-LINK \ \ \ \ \ I I \ \ \\ \ \ ~ 5 FENCE \ \ c' 300 — \ \ I SHED I I\\ \\ \\ \\ \ I \\ \ II I I I I I \ \ \ 0' I \ \ I \ \ \ \ o D3 / \ \ \ 134 \ ROOF I I \ \ \ I °QEc / I I \\ _ \ d \ \\ OVERHANG \ \ \ \ \ �/ 1 \ ` DUGOUT 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) X I \ \ I \ — —J/ \\ \ \ \ \ ROOF OVERHANG XI DUGOUT DUGOUT 18"DEC �'1rr \ \ \ I \ �� CHAIN -LINK \8�DEC \\ \\ i $; , \ — "= €ENCE 60 \ 12 DEC I 54' 18" DEC VJ / REMOVE Gr4AVEL / \ I 6 DEC I I \\ I / I I PATH AS NEEDED \ 683.82" b I \ 1 \ \ I I \ \ 12" DEC BENCH I1 685.8 ' I \ X rr 6 bEr — I— 24' 26 \II I I 1 Il I / / III I I / / /'r \\ \\ l l 1 //I' �„r/ \ Ty LINE - SEE SHEET C4.1 MMMMMMMMMM ,♦ �... t ,� It It It t t ,♦ IIt It It It It ,� It ,� It t It ,� ,� It ,� ,� It ,� It �I,� ,� Itl MM It It t M It m m m m t m it , r 1 I I I I I I I I I (3) TENNIS COURTS (36'x 18)LU LL I GRAV�L LANE( m l \ 1 I 1 I I X rU I 11 \\ \I 1 I 1 1 1 i I 1 , , l I � I S'it CONNECT TO t I I �II\ l \I\\ \ 1 I I\I II I I I I \ I: ' II: III:::IIGR/jVEL LANE —/ FOLK R\ TAININGYISTNG '�,.:Ow V iV\ I ) O VIA DO Architects vmdo.com 434.296.5684 200 E Market Street 2000 Pennsylvania Ave NW Ste 7000 Charlottesville, VA 22902 Washington, DC 20006 •�0*00 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 ran D. Cichocki Lie. No. 53741 9/*h2 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 WPO AMENDMENT #1 28.MAY.2021 7 WPOAMENDMENT#2 24.AUGUST.2022 8 MINOR SITE PLAN AMENDMENT #1 24.AUGUST.2022 LAYOUT & GRADING PLAN (GRASS FIELD) C4m2 1 — �' r" , \_ , „Dec MHD:: ( I . 6 \ IORETENTION \ \ \ \ \ / i 69 / 69Ff�1 1 IE SEXIST. PIP TO \ROTECTION\ i�21I ROP. INLE 1 \ \ \ \ \ \ \ \ s\ APRAP OUTL\ \ \ \ \ a INV. IN= 83.$6` 95''RGP (N): I I ELEVATION / _ ssr___ \ ` \\0.5'AVG DIA. R\\ N_ _ \r I TIE EXIST. RIPE TOP OP. INLETINV. N=6 3.:40' :12'".IiDPE(Wi I I O4-cJ �� 68 \ - I I J R \ \ \ \ \ \ \ -�\ \ TRACTO�t\TO CONFIRM 6OCATIO OF \ \ \ \ INV A( 684;13'9"'(8LD l I 1 0 1 l' \` CLSAI\INV 0-683:40':1$': RCP 2 J P /- - ` \ `c \ \ \� - _ ` \ 69 / J . ® EXIS_1 R, PRIOR TO C�1STR CT N \ \ \ iP.) \ ` \ \ \9- _ \ _WID 2 = 6.1'\3 i'II -% ` 8"DEL° �`\\`\\\\LkNG H=8.0'231 \ `\\\\\`\ � \\DE TH= 0\\TIE EXIST. PIPE TO\\\\\\20�\�`\\\\�\\\\\ \\\�\PROP. MANHOLE.\`� E � CONTRACTOR TO\ CONFIRM LOCATION EMERGENCY ` \ o \ \ \ �./ \ \ \ \ \ m\ OF EXIST. PIPE PRIOR \ \ \ r ` a Vc\\ \ INV.- \J /- / TO CONSTRUCTION. OVERFLOW DRAIN \ \ \ \ \ \ \ TI XIS4. OF232 c / TO DAYLIGHT\ \ \ \\ ` 11 TOWARDS _`LEAD TO E VIA 6g2�ds /' / ADJUST CONE SECTION \ sG / / I PLAYGROUND \ \ \ PUMPED= OF MANHOLE TOP TO pp �� \ \ \ \ \ "INS RTA-T E" r D HARGE OF - - 5P \I / ALIGN THE FRAME AND \ \ \ � COVER WITHIN THEI / \STORM T �/CONCRETE SIDEWAL\ \ \\ 1 I 1 I I I I / THAT Y _ 693 693-( ADJUSTINTERNAL � �oP�e@E� P=692.33' / \ / ` \\ \\ \ / �ER VA 6 / /' I STEPS ACCORD] LY. / j \ \ \ 6e9.89' ROT=68990' \ \ \ \ \ TCHLI SEE S T C �' itY I I / �� �'�''L. TOP- 2.84' i'x YNYLD \ 6D 30 ELEC brut' BQ`r INCET TYP / TOP=692.82' I _ \ \ \ \ \ \ \ `i ADJUST INLET TOP PER SPOT ELEVATION PLAN I 1 SO INLET _ a PROPOSED _ _ - - - _ rn p I' D NYL 0 TOP=691.85' _ \ 1 \ \a \ INV OUT=68730'12"HOPE — / MOVEMENT 7 \ FOUNDATION DRAIN ADDITION APPROXIMATELOC \ / co \ \ \iI TIE DOWNSPOUT TO 4" PVC \ EXFIBEROPTICSVAULT. �� / / ULe/� '=` \ -� FFEs 93.42 \ \ \1 \\ \\ \\ \\ \\ \ \ \\ \ X \y \ \ TMP 56-64E \\ CONTRACTOR TO VERIFY \ \ CD l _ i ' - - - ' COUNTY SCHOOL BOARD OF pN \ \ i� \ 696 _ - - - _ _ EXISTING CROZET / 1 1 \ \ l \ \ \m \ \ \ \ \ \ S LOCATION PRIOR TO ALBEMARLE COUNTY, VIRGINIA 1 ! I \ CONSTRUCTION. 1 ,� _ ' / 6y G�� - - ' ELEMENTARY 1 q 1 I I I I \ z \ \ \ �y \ 6 _ DB. 1044, PG. 498 4" SOLID HOPE TO TRENCH DRAIN I 1 I \ \ \ \ o m \ \ I \\ J / / / / BUILDING DB. 1098, PG. 703 8" ACO K200 TRENCH DRAIN I I 1 LJ 1 1 1 ` \ \ \ \ \ 7- SCHOOL o \ \ -% // / / / ZONED: RA(RURALAREASJ (ADA RATED GRATE) , 11 11 APPROXIMATELOC / / PROPOSED EXCOMM LINE. / I j /l �5 KITCHEN - I \ \ \ l \\ CONTRACTOR TO VERIFY I I ADDITION LOCATION PRIOR TO // / / P / / / -I CONSTRUCTION. I / / / I 4" HOPE FF 702 \ (1% SLOPE MIN.) 6" SOLID HOPE ROOF , Po o ( P 8" PVC ROOF LEADER 2 - I (3FT COVER MIN. P. LEADER (2 FT COVER MIN) v� \ \ FT COVER MIN) (1 /0 / 698 \ \/ TIE DOWNSPOUT TO ) ) (1 /o SLOPE MIN). SLOPE MIN) UTILITY EASEMEN FOR VIRGIN/ I l / - / / / / / \ \ Q 1 1 I I 1 \ \ \ \ \\ 1 \ \ 1 \ \ \ \ PROP. 6" PVC 140 ELECTRIC WERCOMP NY I 1/ - OB. RC101, P . 370 , l Z ` _ a TIE EXISTING AND 704 ` PROPOSED Ililt II 1 I \ PROP. DOWNSPOUTS CLASSROOM / I 1 \ \ \ \ TO PROP. 4" PVC I �� y - >� 10q _ , �o ADDITION II I I ` AKP RQQX AREAS j (TYP.) _ ` _1gA - v \ 4" SOLID HOPE TO TIE TO POE V(,A I O 1 I 1 1 1 \ \ RE�EP (PLANT WHIPS \ \ \ \ 11 \ I/ /I ------ , _ - -- -- ' \ - AN"INSERTA-TEE" / / 1J I 1 I I \ \ \ \ \ I II I ICI I =I/ , 4 , / \ \ H / ` \ \ - , _ _ � _ - - 4" ACO KS100 TRENC�`iDRAIN - Ir \_ I \ r \ 7p3 / \ / I _ �� ` _ _ - 9i5i (ADA RATED GRATE) / I / �1 I CONC. DIVERSION I� I I �I �I\ U P _--7Bi-__\ \` �\ 7p2 \` - ti I\ �i ///1p2 ri q ( \J 6g6� _\ ``_ •\` \\ `/// /// /// // /'//\ // ;I \\\ 0 I ` may` -/ MHO \\\\\ 111 1111\\\\ \ \1( I TOP=677.96' r I I � I /�/j�\/ \ ` \ i •, EC 8„DEC B"DEC 8"DE� � 39 I � `: ��'' � ,` \ ` l // / I I � I \ 1 1 \\ ��•� h `\ \ \ \ . \ \ \ I I \ II I I I I 1 = � � ` I � � / / \ . � �•: � \\ I � I \ Jr I r / \ \ \ \ \ \ \ \ ILO F : 687..75 \ \ \ \ \ \ I I \ I I I I I \ _ e •.° ° 700 I L1 OE: 693.42 I \ \ \ \ \ \ \ \ \ �- •�-- I 1• I 1\ 139 \ 1-..\ \\\ I // '�1102 I f 7i\ i \ II \\ \\\\\ `\\ I1 16 I I I I I VI 1 00 o — — — -� — — — — — — — — — —w-\ 39 Tr \ \ \\\\ I \s 1 Q 1 6" HDPEro w 1� 1• 0 138 \ CLBANOU 1 \ \ \ \ + _ TRAFFIC RATED w - _- w �� ® -W - ! 1 b I \ \F. �DkTION DRAIN \ / FI \ \ \ \ ` \ I I I I / p j I cEle � , >•— w - w ..: \ � I � \) ` \ \ EEANOUT '' �/ TYP. >� 1• / I \ \ \ \ I SD URB INL T W/GRATE i — ' _ — _ ° _ \ roIL) RCP 1 / / I - •° 137 .°• °°° •• b q b b UGP UG UGP ' UGP — 136 \ \;\, IN .OUT=6 RCP I I l —� I d a s•• — _ _ I \ \ I / 12" I l I 402 I I / IIX40 ---15"RCP- - /- - -\-_~ --_- - -- -- ------ -- --- ----- --- -- ---- -- -- I -- - - -- -- -\ - - -- -- --- ---- /--- -- --- --- - - 134 -\ / --- \ \ -' - - -- - `-- - - -- --- -- / 15" R \ \ 681 \ \ o I I I I I� 40T 406 \ s X 40 { �90 / / \ - - -I - - - - / \ \ SD CURB INL'Psss. s' INV 1N=687. T 1 R P I1 rJ \O �„� 12i'DEC �5 \\ \ \ Z \\ \ \\ \ \ \ INV O T=687. 5' 15 P 6� \ cP � t— \ \ 68 C�loo \ \ \ \\OOP\ 106 \ mO \\ \\ \ vN \ / I / 48" MANHOLE DESIGNED rn co \ \ \ rn \ \ \ \ 1 - �O� - - 1 - - sy - - - - BY ADS TYP ss \ A A D 1 \ �' \ \ \ \ I WITH STORMTECH SYSTEM I I j I I C7 a REPLAC INLETTOP_WITH /_ I - - \ - \ _ I I I GRAVEL \%DOT MH-1 FRAME AND COVE \0 1. y� \ Z \ ` - \ O> I I I I O \ \ \ m \\ I 6 I I I UNDffR I \ Z/ I g8 �DJUST TO FINAL GRADE. 4" \ \ z FILTER /� \ _ 9 \ ss/p I I I I \ ; On \ \ \ \ 0 1 STRIP 1/ I I SM#1 \ ` I \ I \: ' I I I I 11 I \ \.-� \ (TYP.) \\ I I �{ I I 1 \683 STO MTEC ARCH PIPE \ /- ' \ I I \ \ SYSTEM I I ' 9 - / I I 1 \ WI H ISO TOR ROW 72" MANHOLE CONTROL 169 \ / 699 -\- I / I I I 1 I I \ \ \ \ \ \I STRUCTURE WITH WEIR WALE I I I \ \ GQBIC)N \ \ \ 1 13 / / I O I � \ FOREB�Y 12g I 11 I I \ UP Cal P 151 - - -' \ \ m / I = G V(IEIR / I I I I \ \ SFABILyZAt\ \ \ \\ J WALL I p I 1 8 \ 0 \ ON\TOP\OF \ \\ I I / 152 CONS\`\\\ ,'I I I o--fl / / I /' \ + 113 - I 1- -r -r \ \ \ ` \ \All P PE ` / 149 I \ \ \ \ `l -574. I l y 700 / / I � / I FRONT SETBAC / / I I I I 1 \ \ \ \ \ �� \ \ \ o��N K �oN° \ I \\ \ 6� \ BIIORETLNTIO FALL \2A \ IORETENTJON BOTI` M `\ �9 \\ b I ffLEVATK)N=680.0 _ \ I i I / / // I I ` \ \ 68. ------- -- -- _ 702 702 _----793-_\ / /' / iA\ 6"PIPE I - - - - - y7 _ - _ - - FORATERLINEEASEMETy I _ _ - _ / / b ' - - - -\ - - _ - _ - \ FOR/4CBEi1QARLE000NTY \ I I / - / / P - / / i / / 66 ' I, I b / I / \ INV=681.56' I / y - t{ L I SERVICE AUTHORITY \ ' - - I i / i , 'r , 6 DEC 8„DE% \ \ / / 6 8" D�C \ OPP. END NOT FND� I I I I \ _ DB. "63, PG. 287 - 146 6"DEc - 501 EE 703 / 1 \ 7\� ✓q I\1 1 I __ i'/ �' i6 _ ___ ORIP�I(_RYP.)_i/ _ —_ —— 8"DEC 1 \D� / _UFO I ��— , 15"CMP _�' /�__ / i = � �_—_ __--- _ __ __ f — -- —__— — — — —— _ \ / 12"DEC / _ / / / I O� I -INIf (fl=694,611 _ '�� - '_ 'tea - �- _ _ — — — _ — — _ — — — 0 c01 c0 RAP OUTLET I / I APPROX. TREE OF I / I 154 i _ _ \ \ _ \ 0.5' AAVG DIA. R PRAP PROTECTION \ ` / OF (TYP.) / / 15"'pMP coo / _ \ ` \ I o) I \ I 704- VARIABLE WIDTH POLE LINE (INV. IN,698.03' `� ` \ CLASS Al EASEMENT FOR VIRG o / , (� / - - 15 C _ _ - - - \ \ \ \ ELECTRIC POWE OMPANY \ / / / // — I I 1 \ \ \ ` \ \ ` �'- \ \ \ \ B. 1101, PG. I / / / _ --- 0 \ \ ` \ \ \ = 11.25' 1 _ I `\ � - ❑ � 1 � / /-__---- I � d �\ \\ � � \ \ \ \ LENGTH =10.0' I / 1 `i \\ � 1 ! \ DEPTH=1.0'------__—_ ` ; I \ I I I I I I I 705 504\\ �\ `\ \\ \ \I —\\� , I \ UFO 0 Z _ - - - _ = = .i. :_:'_ - - CEP _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �3z \ /----- - \ \ I I I / / / _�•'-=5--__-� \ UFO / — \ANAGEQ2 -`\ �__-- \ ♦ UF0 1— logo \ / 7 / / > / \ -UFO , 'G — Ot1P — — — �� Ho�.705 — — — — — — — — — — — — — — \ ` \ \ ` \ 1 \ / I / / \ \ \ ® — \UFO 1_ — OHP / 5 v _ _ __/ // - - - - 70 _dHO RIPRAP OUTLET PROTECTION 11 \ / / // \ I ` \ \ _ _UFO _ _ _� \ - / / — t7HP DIA. RIPRAP \ 1 / % / / some I / \ \ \ _t(Fo— 1 —r / / OHP / CLASSAI \ 1 /I / \ �� _ UFO L— / _\_- UFO �OHP— / / WIDTH 2 = 9.25' / / / / / OF \ — - / / LENGTH = 8.0' oHP / / \ D€PT`H_=__ _ _ bH I MHD V 15" R -- �_ �_ r_ - - _ `- ' / / 1 OHP�— roP=s88.72 1\ OHP /� I I INV OUINV T 8683614818"" HOPE � SD CURB INLET W/MHD I - _ 1 I ` / / TOP=688.38' / \ 1 / ' O _ - - C /� ' _ - ' , 1 I \ \ ` \OHP / r / INV 1N=681.24' 18" HOPE i \ ` d \ / / I I OH INV. OUT=681. 18' 18"HDPE \ \ _ _ _ Ho_ l I/1 OH� / // / £8 OVN - - - - - - - - - I / / dioHP — ------------—————— sD-CURHJNL.EL W/GRAM`\\ -- / — -----— ------------ — — — —— FOP�7021:8,3'�F/�J \ / — — ---------- ---—————————————— — — — — —- NV- OUT�694.12'15"'SOP � —_ — —_ _ — _ — — — — — \ \ \ \ \ \ \ \ — \ ` - / ' / / MHD ---�------ -------------� � _� _----_____-�-------�,� \\ 1 /' / TOP=695.77' SCALE("=20' — -- — 7419 _ _ _ _ _ _ _ _ _ —_ �\O_ ��. \ \ \ \ ------ �' / / INV. IN=691.71'15"RCP INV OUT=691.62' 18"HDPE — — — — — — — — = — _ �1 ° STEEP SLOPES SD INLET (GRATE) / _ - TOP=700.09' NOTES: ' r _ _ — -i 09- — — — _ _ (MANAGED) IN IN=694.04' 15"RCP i 1. CONTRACTOR SHALL AVOID DISTURBANCE WITHIN TH O / q 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 •�0*00 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • lbemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 ran D. Cichocki Lie. No. 53741 9/*h2 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 WPO AMENDMENT #1 28.MAY.2021 7 WPOAMENDMENT#2 24.AUGUST.2022 8 MINOR SITE PLAN AMENDMENT #1 24.AUGUST.2022 GRADING & DRAINAGE PLAN C5n0 ROCK \\ARMOR \ROCKARM�R \ \\ III \\\ II I I I 1 w I I \ hI I I I I I I \ \ II II I 1 \ I I 2 I I I \ I ' 1 I`"Tk 00 I I 1 I I I I I I II \ \ I I 690 I 11 m �D111 I 1 1 1 1 I I \ I I \ I I I I 7 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 I I I I I I \\ I i o� i 1 1 I I coI w 1 4" SOLID EDPE TO m Lo a co co 1 TIE TO PI E VIA AN \ 1 I 1 (0`O "INSgRTA-TEE" 00 i I BIORETENTI�N FACILITY 3A 309 \\ 1 1 I WEIR I I 1 I PLATE ' / 00 \ \ \ V) c e) I I / I / 31 / 1 I I 308 / ` � 1 I 690 APPROX. TREE I � I I I III it // / I Yk99AA�? BLOCKRATAININGr WALL 1.0'AW) I I I NOTES: 1 I; J. 1. TOP OF THE 4" UNDERDRAIN WITH FILER SOCK LOCATED WITHIN THE PLAYGROUND EXTENTS TO BE INSTALLED BENEATH THE G r \ 1 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 I J: 1 / (MANAGED) \1 \ 1 \ \\ 11\ \ 11 1 \� TMP 56-64E \ I I I I I \ \ \\ 1 1 m COUNTY SCHOOL BOARD OF ALBEM RL CO PG. 498RGINIA I \\ I I II II DB. 1098, PG, 703 RIPRAP OUTLET PROTECTION \ \ II I II 1 \ \ \ \ 1 \\ \ \ 1 \I 1 I \ ZONED: RA (RURAL AREAS) 0.5' AVG DIA. RIPRAPCLAS Al WIDTH 13S 5I WIDTH 2=5.15' 4'{ SOLID HDPE 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 I / / - - -- s------- --- - \\ \ 677 \ \ I I I I 100 FOF48"CMP, I I 67 --- \ \ \ \ 1 I t TFpLTION SYSTEMI I I ' _ 4"�1NDERDRAIN -. 3 :: ; : 679 - - - \ S \ \ STLEEP SL PES \ \ I (MANAG 0.2 OPE TO OUTLE I W/ FILT R Si�CK (TYP.) �\ \ / 304 - - I I EANOUT I I I � / \ � pa.. /: � - 681 '' _ 6j � (TYP.) / ® 4" UNRDR�IN \` I i/ — — '' S '' — - EP 67g 1 / 7 15 i �• — �S 8 DEC \ 683 - / _ 'S'T'E '� \ ,y Zbs � \ \ \ \ \ \ \ \ I I \ \ \\ 1 \ m /\ — --� —�F-- — ---�' i �/�+ / _ I (MANEAGEDSE \ 1 {/ \i\ \`+� \\\\ \\ \ \\ \\\ \\\\\\ I I \ \\\\ 11 1 t: \ I ? r _ _� 83 � 4" A KS TR1<NCH � 1 \ GAME 1 D — \ 41 I I R71 - � 4WA � GRATE) SOLI H I 1 1 \ 1 —� _ BIORETENTION BOTTOMI / �I I I`>i < 316 \ I I ELEVATION = 683.50 I / I 1 \ I 6cP I I, /�� 1 ------------�-----� \ a\ \ \ I 11 1 \ \\ \ \\ \\ \ \ \1\ 1 Z 4 UNDERD IN r / / 11 Jp �"UlI�DERDF�41N I I I I I I ` \ \ \ \\\ \` I N / I � 1 - - - - -W/-FILTER -= I - ! ` W/ FILTER SOCA\ / / � \ \ \ � \ ` b \ \ \ ` \ \\ I (TYP.) b (TYP.) TIE EXIST.ST RM PIPTSTEEP SLOPES I (CRITCALSLOPS) ----- \ 9 I '10"DEQ� 4VDb _ i 1 / F E AfVfJ AT 2G'SA RYSEWEREASEMENT OR ALARLE COUNTY BI TION FACILITY 2C \ \ \\ ,; . / \ RIPRAP- , I P O ONC. SLAB 4 I / - 238 GABION 8 �� 688 I I S9� FORE J 68� / \ P - / 0 . I 689 _ / / I i 6g I / 5 L - / / // R6DEN GUARD i IORETENTION "oEc B9TT91C (EXIST. PIPTO - PROP. INLET , INV IN= 53.5& i5'':RGR (N): I I I , / 21 / ELEVATIODU� i /% INV. IN=6 3.:40' 12'°140PE:(Vl/f INV. N= 04:13; 4";($LD) l I I O P� I ` INV. / / ITIE EXIST. PIPE TO PROP. MANHOLE. ' S / G9 ' / CONTRACTOR TO \ CONFIRM LOCATION I / 693 J / 2 / , - - OF EXIST. PIPE PRIOR TO CONSTRUCTION. I I 232 / - 69Z�ds / ' / ADJUST CONE SECTION r PUMPED - _ �,!� / OF MANHOLE TOP TO OD I I D HARGE OF - % y�" I I / ,' /' ' ALIGN THE FRAME AND / I I , I IDENTAL �y — ` / / ,� COVER WITHIN THE ' I, I 1 / STORM TFpR-� CONCRETE SIDEWALK / 693 693-1 ADJUST INTERNAL �i1 ti THAT Y I ; - _ / " I STEPS ACCORDI LY. / /� \\k_E� e BDr=sas. j I R VAUL6q / / — 0 \ \ ` RVIC AUTHORITY \ \ \ \ \ \ \ — — — s 83�` \ ``` D . 976, PG. 96 ` 11 \ 64 688-- 689 690 691 -\ \ \ \ \\` ` \ \/ \0 O \ \ \ `\ \ \ \ MATCH INE - SEE.$HE \i�5.D ME ME ME ME ME ME ME R\PRAPOUTLE ROTECTIOI) \ XIST. RIPE TO`P,t20P. INLET \ \ ` \ \\ \ \ 0.5' AVG DIA. RIP P E\\ \ \ \ 'c \ C�ITRACTOIR TO CONFIRM . AYIOf�OF \\ \ \` \ \ \ 6j8 \ \\ \ \ \ WI/�SS At 4.5' %t EXIS�Y�PE PRIOR TO cbNsTRI.�CTTQN \ \\ ` - - _ OTH \o 'LF�NGT�H = 8.0' \ \ \ \ \ IN EMERGENCY s vc M \ \ \ \ S \ \ \ \ \ £8UVN OVERFLOW DRAIN TO DAYLIGHT \ 7 \ \ \ \ \ \ \\ I `\ \ INvi sa' \\ \ \\ \ \ \ \ \\ \ \ \ \\ \\\ \I\ I \ TOWARDS ` \ � \ \ \ \ TI XI&'.'� OF/ 1 ` `\ \ \\ `� 26s PLAYGROUND \ \ \ \ LEAD�R TO "E VIA I \ \ \\ \ \ \ I I I I I \ \ \ \ \\ \\ \\ \ "INSIr-TI E" I I II I o�I 4E 1"=20'1 \ \ 90 \ I J I M\ I\ \ \`• \` \\ \\\ \ 2 \`\ \`` \\ Ilal�gl'iij ` 40 N\ / \ \ \ \ 6;, \ r /III ... 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 0*00 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 ran D. Cichocki Lie. No. 53741 9/*h2 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 WPO AMENDMENT #1 28.MAY.2021 7 WPOAMENDMENT#2 24.AUGUST.2022 8 MINOR SITE PLAN AMENDMENT #1 24.AUGUST.2022 GRADING & DRAINAGE PLAN C5ml 1 ;;DEC IJ - \ \ \ \ �\ \ \ 678.02' G 7.43� :IL(HD 1 692.8 \ / 692.8 ' 690.28' \ \ \ \ \ + 1\ TOP=6$9.33': I I I \ I I 689 89. sr \ 692.86' 1 \ \ \ \ \ \ \ \ \ \ \ \ bs \ \ \ \ \ \ \ \ \ \ Q INV. lN= 83.58' 95'':RGP (N) : I % / / / / 692 \ \ \ \ \ \ \ \ \ \ \ \ \ 67Z58' \ \ \ \ \ \ \ \ \\\ m INV. 1N=6 3.:40' 17"fit©PE: IN; : \ \ \ ( ). I I I689.26' •`/ �' /�� \ \\ \\ \\ \\\ \ \\\\\\ \ \ _+\ \ \ \ \ \ \ \\ \ \\\ \ \+\� \ INV. N 684:13' 4": �LCt l I \ \ INV. 377. 0-683:40' 15'RCP I sV2 / / i / / r \ • \ ® . \ N� \ \ \ � \ I/ / I / i''TE II / / / i7 i 8„D.\ \ \\ \\ \\ \\\ \\ \\ \\ `\\. 9\\ \ 7.47\0� 1 U' /I� / i - \ i // / GND i6 TC 691.64' 690.77' / 692.96' I I I T ITION: 692.00' \ i I %ECG,$-CG7 1 691.8/ / GND \ \ \ O \ \ \ \ "\ \ P \ \ \ \\ \ \ \ \ \ \ \ +\ \ \ I / \ 5�9� D J Q / / Q /.691.12' „ / / / - 693.42' \ \ \ \ \ \ \ \ \ \ + \ I. \� \ \ \ INV- 87 VC 84' I I / 4- 92.20' II 6 \ / / * \ `\ \\ \ \ + \ \\ 12"D�\ I / G 9? 4'_d,�--�i / / 6 3.2793.13' TO I �" / r- \ \ I \ \ \ 1 I II I \ / 692sT / \ / I 14 I + I TC \ / \ \ / 692.94' / 3.13' 1 I / \ ! \ I I \ \ \ \ \ \ \ \ \ I I I I I / Y P/ s \ ` \ \ \ ® \\ \ \ III it 111111 I I 1 j 1 I 694.72 GP/ \ / 1 i / / I' V b \ \ \ \ \ I I \ 693/ \ i 693-1 i1\ Pop_,eW E� fi'Q P=692.83' \\ I \ \ \ \ \ \ \ \ \ \ \ \ \ \ I II I I I I I I I N / 693.02' I / sss as ear=689.90' \ CHLI SEE STET C I I l MIMI mmmmmmmmmmmmm- 693.1W' / / TOP- 2.84' + 6" D \ \ \ \ \ 1 I \ \ .BQ`T� 1'x1'NYLO -,� ❑ \ 680 \\ \ \ \ \\�\ \ \ ELEC. �N" b / INLET (TYP) 6" DE O O TOP=69z.sz' 69 4'eor=6soso' \ \ \ \ \ 1 I \ \ \ + \ \ \� \\ \ \\ NN � 6 / � FF�680.75' \ b \ \ \ \ \ \ \ \ \ \ \ \ 19 0 LP _ \ \ _ \ \ \ \ \ \ \ \ \ 1 I I \ \ \\\ \ \ N 691.50' I / / TO P� / / Off % - - SO INLET I \_ _680.58 _ - _ \ 680.46� rn O I I rgNVLo roP=sslss �) ' PROPOSED I / _ I INV our=sszso• 1z"HOPE MOVEMENT _ \ \ \ \ 1 \ \ \ \ / 7 \ ADDITION ---___-__ \ \ \ \ \ \ \ \ \ \ \ \\ \ 1 \ \_ APPROXIMATELOC 1 \ / / FFE=693.42 FFE 93.42 FFE=693.42' \ EX FIBER OPTICS VAULT. ss6.n' , _ - TMP 56-64E 1_I \ \ _ 693.37' FFE=693.42' IK \ \ '(0 696 / _ C93.66'_ _ _ -. TS TW TS 680.75' 1 1 l CONTRACTOR TO VERIFY\-693COUNTY SCHOOL BOARD OF 1 \ \ j / / Q t 6q Cs / l - - ELEMENTARY COUNTY COUNTY, VIRGIN/A 693..2S 693.25' 693.25' 11 II LOCATION PRIOR TO I z CONSTRUCTION. _ DB. 1044, PG. 498 I I \ \ o m \ \ \ \ I I \\ y /ssso' / / 1 SCHOOL BUILDING DB. 1098, PG. 703 693.42' J 1 \ \ \ 1 h \ \ I \ ! 11 / co (D C / - 692B3 693.25' 694.32' BW 11 II I 11 11 \ \ \ \\ \Z O \ r \\I I \ APPROXIMATE LOC - '/ l / / / 5 / / PROPOSED ( ) s9z.9111 693.32' I I 1 \ \ \ \ \ \ \ \ I ll I I \ / / / I ZONED: RA RURAL AREAS 693.25' BW EX COMM LINE. / I / / I _ _ KITCHEN I BW CONTRACTOR TO VERIFY / / ADDITION TW / 69j / 693.42' 694.32' LOCATION PRIOR TO / / / I I s9a.32' BW CONSTRUCTION. / / r l I / P // TW I 692.33' 694.32' .3392.29' ' 702 BW 698 I I 3 \ 693.42' 1 1 1 II 1 I I I \ 1 \ I \ \ < \ / / \ \ \ + 1 1 \ 1 / /-/ TC I / ' TO I \/' TW TW TW 1 1 I y I 1 I I 1 \ 1 \ \ \\ \ \ \\ \ \ \ \ \ 1 1 15'WIDTH UN ERGROUND / I / 699.44'\ 75 694.32' 694.32' UTILITYEASEMEN FOR VIRGIN I / / // 698.06' / / \ 694.32' BW \BW BW Ir 1 I ck \\ I \ \ \ \\ \ \ ELECTRIC HOWER COMP NY ( , / EP °•,e, s6.13- - ssaTw PROPOSED 1 I I ll I I I \ \\ \\ \\ \ ( \ \\ \ \\\ \\ / / C ,7 MAX 2% RADE` 704 TW 693.16' 692.J0" 693.32' I I I \ \ \ \ \ _ 702.96' De. 1101, P . 3fo I /l / / 697. /Z 1 BW ,� rV`/ 1 I 1 I I \ \ / _ CLASSROOM I \ \ / Q 703.74' 693.55' BW 692.98' BW // II II I \ \ \ \ \ \\ \ \\\\ 1 \\ r I 699. 1' FF 702.35' BW 695.58' I I 1 \ X \ I 1 I / / =I BW w `$ g1 9BS 693.00' ADDITION I II \ REsCE APLA., WHIPS + \ \ I / I\ 70 v- 3. I I I I 1 \ \ \ \ / gP / II I / I 699.8' ;02�7'3"� - it _ r.-.j - \ - 693.32' I I 1 I 1 1 \ \ \ I I = / / \ .-\ 03.95' BW - _ 695.03' I I I I \ I \ \ 0) / II / '- 693.55' - 695.15' TW / Z02 18' 702.64' \ 703 95' ` - ' _ _ - - _ - _ I \ I I \ 1 1 \ DI INAL RIS _ / / 703.24' 695.58' / 1 III \ \ TS \ � \ 702. 71J�85' \ � BW / �H _ T I 703 '03.69' \ 703.85' / 698.08' - _ _ 694.78' II I I \ \ \ \ \ �\ 1 11 1 1 1 .18 FFE=702.31' TS \ • • f I / / TS �- T \ 693.42' �� I _ \ _ " I I I 703.08' s�isr Tw BW / / / / �' \ 1 \ CONC. DIVERSION T a I I 1� \ 70 .1T \ I / 703 i r Ts � 702.20' 697.75' 6�J7:67L / / \A 1 1 \ I �� \ TC - _ _ 6g I \ wOP-6�7.96' \ 1 699.71' \ 793.53 1 _ 2' ' i � co \ \ 1 \ 1 1j I I 1� '9?S1 P 702.01 - -7 76232'702:01 ' oR 702 ' r3 \ /102700.85 Svl.r' J t / / I I I \ r vt \ + \ 1 1 \ \ HP \ TU D _ 703. 4' / OS' �<. 1' \ ! I I I LL = - _ 8^DEc a•'D 8" ` 543.42' I II 1\ I J I I f I ,: \ BW . / 700095' 701.93' TC-BC - 0.85' \: \ / TC / 696.8T 698.48' \. FFE=693.42' / 1 \ � E BS 701.53' 701.99' 700.88' ,� .00.78' / TC .�. \ II 6' BW 01.7 ' 0 698.25' 697.50' 6.9T /LO F : 687.75 I 197.3T I ( 701.52' � 701.40' 701.69' / � + \ \ + \ 697.6� _ `99 700.88' 700.64' \ I 700.85' / / / B� 6W °ooeo °, ee • •e e° ,° °., °e °, ee ee ee ,. e°e „ °e ee ° ee.a I \ � 700 6 \ s�1s.67' I L1 FFIE: 693.42 I Z \ I \ EP - / 699.37' 70 . TC / TC TO \ I I TC TC a � I 697..§T 701.20' / TC -BC I 701.22' 700.k9' I 697.81' m I \ I IIlk-'Zf 703.38 TO 0 e °•° TCBG-7a1-.'S -�- 701.89' f \ \ I I IIp TC-BC = TC-BC BW 69 . 2' I I I 1 C � 0 � 700.73' I �01?tY -V � RIM W \ \ l I l � I I I I I \ 1 098.1pj 1 rod c� SEAT WALL --BC ;♦ 700.62' EP = EP 700.72' _ �6.60r- cb- 1 6 a 693.42' V I Q / \ 1 r� \ \ \ \ / I I �L Q v 701.54' 701.66' p� of O 697.3'r 97.37` \ I / \ \ \ + \ 41VWY ^'' /^ Ip°j RIM BW I I \� TC TC - W Wj0055' '--W -o��� -� _.- W -1 W - W- 9 \ / TC TO / TC 696.87' TS \ \ \ \ \ I / rc 7 \ ssB.1's' sss.zz' ;♦ 1 = / / / c°'o- sss.Ea' \ I I \ I \ \ \ \ \ \ I SD URB INLIHT W/GRATE V 697.45' _ - _ _ - v \ 1 - \ \ \ I \ 701.06' 701.18' 700.68' 700.62' \ : \ \: \ \ TO-696.02' (F/L) 1 I v \ 1 \ \ \ \ - I � RAISE WALL HEIGHT TO MATC \ IN . OU7=6. 37' 15"RCP I l -4" TO \; \ \ \ \ I ! T 0_ TC \ _ _ - �� 8" g, b2 b �. - , , -L 1 BUILT CONDITION. LOWEST WALL �fly- �! q�7 //�� �'.d.r' � �-�52GJ' -iA,�' 697.92' 696.09' I / \ 69�'.b3' C0 I _ 3 NG2 _ UGP _ _ -1 UG k" - _ - - UGC_ �_- �_ UGC_ / TOP SET BY GRADES HEREON. 12" 8„ _ 694. / 697.9T -UGP` _ _ \ TO \ \ -- --- ----- --- -- --- -- -- -- - -/ - --' - ----- --- ---- /- - -- --- - /- _ -\ \ 696.19' 95" RCP / _ _ •.e e I � ' ee ee eee e ee eee .e 1 \ -- I-- -- \ SD RBINL TW/M D �\ \ \ \ SE \\ \ \ \ \ \ (D \ \ I a TC \ \ \ 'may TO T 6$ \ \ \ \ \ \ / / piG, v \ �-696. 8' b ` \ \ \ \ \ \ \ I II Ij I 697.00' ! S / _ , I \. \ \ �, \ TO ` hI \ 1 INV. IN=687. 7' 1 rK R P t DEC 696.90' 69 Z S N r \ \ \ 662 \ \ \ \ \ \ - 699.22' `''� 6 8.6T / 1 610 INV O T=687. 5' 15" R\ P TC to + \ \ \ \ \ \ \ I II 93 r ✓ c9M1 I N TC B m \ \61 \ cS EP 8 99' - _ - - _ SEE DETAIL THI SHEET - -1 - - - \ - - - -` _ 696.8 ' 692.6 691.5 ' ? O / I \- %- II TO n0 �'. I y 7 09 //TC ¢99.00' \\ \} ' \\\ \ssp\ C\ TC T / I I \\ \ .p -C - \ / \ I I I 11 11 1 \ \ 68 I Z \ 699.14' 6 8.88' I ss22 I o \ \ /- ' /i97.513\ / .: i I I I I \ 3 \ 1 \ \ \ \ \ + \ \ \ I 699 \\/' 699 sTC ss. r I I I\ \ \\ \ss as 1 I s9s.2e' /r I I I I I I I \ \\\ \ \ \\\\\ I I I I \ \ TO TC / TC \ -� TC \ \ ` / / 1 1 I I \ \ \ \ \ \ \ 699.98' 701.15' / G - -Ll(lp ` 700.32' / 696.03' 702.32' \ EP 7A�51 �Op TC _ -''/ 702.1T I\'/ \ / / a I \\ \ 683.78' \\ \ \ \ \\\\ \ I A / o_ \ TC TC 700.19' + 7 0 - I 3 TC c - / cfi 1 I l \ \ \ \ \ \ \ \ 700.93' 69 .80TC ' / r 700.33' - - - - - I �❑ - - - - - 697.22' 702.43'r \\ 7 0.77' / • 700 TC / 02.58 / v / / / I T `�. \ \ \ (O� N I 1 I P \ N \ \ 700.65' I Tc TO / I SETBACK TC / / 1 I 6 5.51'j I .1 W \ \ I \ I 700.65' \ 702 702.51' / / / I I 1 I I 684.1 \ \ cp \ \ \ II - - - - - \742.74�I - _ \p�0- - - �� //� I II/��-I I---- �,\701 = J 01 =� - f Q ti i I TC \ TC I / ^-� O I I 701 73' I + 701.53' ' -F-T" 70P�86' ^ / I _ ° 79184 TC I I \ / I I III 0 \ \ TC / 701.95'I \+ TC \ \ 1� rc - - 0 - - 7 , O T SET ACK / / rc I I I \ / 700.94'\ - TC T NC - --- Oy�= - - - - - - - - - / 702 \ 702.05' 1 701L9T \ / , / / / / / / / / / TC 2.07' TC 696.,6' / / \Y 1 / I \ ✓ / \ _� - \ I / / / IL T 702 702.13' - - - - _ - \ \ 70z.8o' \ I I J / ' TC / _ / / / / / I / / \yam, II I - - - - \cOy� - -- 783 - - - rC - - - - - - - - - \ 20'WATERLINE EASEMENT I - - _ - - - - TC / 700.05' A \ 6" PIPE I I .L I _ TC 70�4d' \ 701.11' / / / • / / 5Pv' 1 \ INV=681.56' ' �I _ ' 702.08' -\- - - FOR/4-BEWRLECOUNTY I / g 95 UGP 6 i V / / 686 8"D C \ OPP.END NOT FND' SERVICfi AUTHORITY 8i3' - - � TC� / i / /I \6 DEC / / / / 8„DE% _ OB. N63, PG. 28 I A / I M i i - - - ' - _ - _ - �696.61'�6�D�EC i / / / \ / / / / / EP OF - - - - -� / 7 686.00' - - I_ .'-- AP RCX. TREE / ,/ n / i• - /_- = =-- -- I 703 / \) \ ) I TC _ _ - ' _ _ - _ i i i / ' i / ' - - _ - -- - / ORIPLINE (TYP,)�\ 1 I _ _ I' b 8" DEC J 1 �_ 700.28' ! 698.40' ' / / - / II \ 8„DEC 1 �odn_� l //�UFo It -/ ssa.az' _ 75„_C--'' / i��- - --- --- - ------------ - ---' 12"DEC / - - - - - - �" / / / - I ^00 C / 6 8120' 4WV_ )=694_§11 �' / _= �'-�,� � _ _ _ _ - _ - _ _ - - - - _ - \ 01 co 1 \ \ / / / TC I 8 9 / 6 6 8.2g0' _.�- / I // 1 APPROX. TREE 11F / / !�i01.61'/ 698.95' iEX \ / OF (TYP.) / / 15"�MP - - - - - ._- _ ` \ _ - II N I \ I / / 704, VARIABLE WIDTH POLE LINE / - _ _ - - - _ _ _ ` ` ` \ \ \ \ _ 68 EASEMENT FOR V/RG `$ \ l INV. (lN)98.05` EP - 15 _� _ _ -- \ \ \ \ ` \ \ EX \ EP \ \ 684.66' / / / / CIIlIP E ` 686.82' I I I i ELECTRICPOWER OMPANY / / / / 700.84' _ - .99, I 69 .06' \ \ \ \ \ \ \ �r \ \ 685.97' \ f 8. 1101, PG. I / / / / / / .. _ _ --- TC-BC EX \ 'fC 1 / / �/� _-- 698.48' J 698 705.12' 05.00' J� I / / / / / / TO \ I I I I I \ \ CURB MIN. EX TO \ \ \ \ AFTER MILL A D I 698.00' \ \ \ \ \ \ I / _-_ _ _ 705 C _-- --- OVER Y � \ 11 HP \�t�. I O Z �c----------- - - y� \ \ \ I - ----- - _ - ► UFO o\ l _ \ \ I I I / // // _ y'- S UFO / I ` \UF � _ - - idANAGEQa. - - _ - - \ \ \ \ I / / / / _ _ - - \ 0 -1- i- mom _ \ =dHO EX \ \ 1 \\ \ ) \ I \ \ - ---- UFO= d�Ba.aT -/ _ i8F0-__--� UFO _ / TC 1 / O- - ` // 701.7�C L - \ dyO \ \ // / / \ -\--UF _o a- ' / _ R701.7T 705.02' HO_ / / _ / + �UF-\ L---_ I Thy _ _� - / W_ \ \ - ter-=_ r = l \I 1 701:'f8� UGP - (I(�Ib.3Z L_ _ _ _ GP- 709.39' -UGP- I_ _ _ UGP' �00.89' UC: T / 11 / i _z �� / 1 I - _ _ - - - - _ - 15" _ _ _ _ _ I \ / tQ �/- /OHP / TC 01.72' 701.77' TO / Tc _ - - \ \ � / 701.08' 700.71 \ / HO _ - .•s- / _ - - _ o 0 701.30' 701.29' _ - _ � I \ OHP / o00 � / o 000 00 00 00 0 0 ----- ------ -- o0 000 000 00--000 000 - - - -OHP- -- - - - �- _ _ - \ d O ( i i i I I� TC BC- -TEZ'----701.-- C_BC TC-BC \ \ -- - - - - - _ / l I / i ' 0 / / / / 701.01' C BC 30 /T P / Ti 00.74' I 701.67' / 700.77' _ _�- - - - - - - - - - - - - - - - - - --705�\ _ \ - - I OH / / / / / 700.68' 700.32' --- -- --- -- -- --- ---- SD-CURShNLEE ISNR T \ / / / I/ __- _ ________- �. _ _ _ - - - - __ - - - - - - - - - - - - - - - - --TOP�70(?.f�3'/✓<) \ \ I / / / _ - - - - - - - - - -HVb`. Ot/T-694.Y2'\5,,,g \P \\ \\/ \' l\1\ / / / // 7 E94b'N TO TO \ \ / MHD 701.36' TC 701.31' ----------\ \\ �`) r� / TOP=695.77' 701.39' 7'9�--_- - - - - - -\moo \ \ \ \ _ _ - / / INV IN=691.71'15"RCP TC --- ` \ + \ \ + � �� / / INV OUT=691.62'18"HOPE I 701.39' 700.54" TO I TC 700.2,2t o o SD INLET (GRATE) SCALE 1 "=20' I 701.33' 701.31' / STEEP SLOPES TOP=700.09' ' - _ - - -709- - - - / ' _ _ - (MANAGED) INV. IN=694.04' 15"RCP / INV. OUT=693.94' 15"RCP 0 20, 40' ADA GRADING DETAIL b ALE: 1" = 10' V AA 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 0*00 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • lbemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 ran D. Cichocki Lie. No. 53741 g/�fh2 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 WPO AMENDMENT #1 28.MAY.2021 7 WPOAMENDMENT#2 24.AUGUST.2022 8 MINOR SITE PLAN AMENDMENT #1 24.AUGUST.2022 GRADING SPOT SHOTS PLAN C5m2 1 II I II II II II \ IROCK I \\ARMOR I \ROCKARM�R \ \\ II \\\ II N. I I I I I\ \ \ I II 1 I I I\h I I I I ? 1 II II \ \ I I I 1 I1 •I I 1 1 1 \ \\ Iit,I II 1 x I' Tk - II 1 \\ \ 1 I II II 1 ,-�- -- I I 1 I II I `- -1- I 1 I '\ /`\ 68s.67' 1 1 I I I I I 68V3' � '688.73' \\ II II I I I / 689.37' I I j ^ \ I I 0000 689.85' 1 1 Pg0 O seals' 1 I \ I I I II \ I r-`\ I I. I I 689.67' \ I I I I IN 89.6 \ I I 1 6. 2' 689.951, I I I I I I \ l \ I 690A ' I I I \ \ 690.41' I I I I I I \\ \ I I \ I I I II \ I 1 I I I 1 ` I\ \ I I I I I I I 90.62' 6 \N --�- \,1 \ 69 \ 0.70' I � I I 11 \ \ \ I _ j \ \ \ I / TC I -I I 1 \ I I / I c \ \ I I I I 689.07'/ ' 100 00 (CID D 1 / \ 1 TC I I 1 (0 Ito 1 \ \ \ 1 1 690.41' I / TC 0- I 1 1 I 6 9.87' 6148.83' / I I �_ \ 688.92' I 309 1 \ 1 rn(0 1 / 1 j 688.50' I\ \ V) e) 10 RIM 1 `\ ,'r680.91' 1 ` I I TC 6 TC I , 31 ` I 690.40' \ 689.83' 688.6J , 68849' , I 554EP SL PES / I I I ITC \ \ I (MANAG I CURB I 168� , 1 I I I 6ICG7 7L \....,..I. I I \ , 4 \\ CURh\ \ 6 .7 F 5 ISITION: I S86 \ \6 8.2 \ STEEP (CRITICAL SLOPES) 689.18, 689.3 ' 0 1 I \ I I 68519' I 'b' 23 I I I 689.29' - 6 6 i lNV lN= 53.5'6' 95'':RGR (N): INV. 1N=6 3.:40' 12'°HDP.E:(Wl . I I I _ _ _ _ INV. M= 684:. 19":(LLD) ...40' INV. O -6 16'i RCP t 691.6Nil' \ 1 � 11 iB TC I TC 6.64' i ITION: 692.00' \ 11 91/ 1 I ♦ ��CG-$-CG-7 1 I \ \ p' Q t) 691.8 l Sg3 J / Q / 691.1 TC 92.20' II / ' 6 TC r I / 1 - - / 692.57' TC \y - - ` / / 692.94' 694.72 693 693.02' // 681. 681 I \ \RI SR, - GAME RACIy \ I I II -6$4.74' - \ I ' 684.iI' ' �84.23'- 11 1 I 1\ If IZI, BLOCK RATAININGWALL 1.0'AW) JI A. P, \\ Z C) 1\ \ \ II I 1 \ \ 1 I I I \ STEEP SLOPES / (MANAGED) \;\ N \ ' \675.04' 674.94' \ \ 1 15DEC Z \ \ " \ ` \ \ \ r \\ \ \ \\ \ \ \\ 1 1 „=20' N h� \ \ 674.05' \ \ \ \ \ \ \ \\\ 677 \ p \\ \ 11 \ S 681.50' 67g \ \ \\ \ \ 673.19' \ 681.29'� �6$0I - \\ \ \ - -r----68�.56� \ \ ` \ \\ Q3, \\ \ \ II 1 \ - i61� \ \ \ \\ \ Z / \d� • \ \ can _-'4---i _ _-- ----- ✓ 26' \ \ \ \ \ \ 8„DEC (MANAGED)IN 681.21B-�\ `,- - - - - - - - - - - - - - / - - I 1 , \ 681.1T-\ ��\\\ / 7 '� \ I 1 I \ \ �l - _ - - _ \ \ b \ \ \ \ \ \ \ I m \ \ \ \ \ 10"DEC\ \ \ \ \\\\ \ ��-----683.21' \ l/ 11/\1 b I I\\`\ \ \`� \`� \\ \\\ \\ \\\\\\\ \ 680/iT S r 680.69' 683.27' \ - �� - \ - _ - - �\\ - - - i iii9.95' l\ \� \\ \ \ \ \ \ \V I ut r � 683.27' _ - - _ 2 9 680.92 \ \ 1 1 \ \\ / 90• SA T,�IRY SEWER EASEMENT ORAL ARLE COUNTY \ \ \ \ \ \\ \ 1 EXISTING SOCCER FIELD 1 1 I 1 I I 1 1 I TMP 56-64E COUNTY SCHOOL BOARD OF ALBEMARLE COUNTY, VIRGINIA DB. 1044, PG. 498 DB. 1098, PG, 703 ZONED: RA (RURAL AREAS) I J I 1 I I I 1 I I / rBS ' f 679,7e-R7Q/4' / I` 10 -TS 681.78' / 1.93' - O / 68738 -/- - _ y . W 03- - - _ _ _ ' 667 zs9' ' / 688- 0.689 = 687.8/ / '_ \ DEC 6c 6 9 _ GN / 889. V / �_ 692- 2 ✓ _ / / 231 690.77' 2• / 922 /' / b 693-r / Ea 692.96' j \ \rGND I 693.42' EX. 693. p � r - 1 6 V b 44Z-69283' 589.89' SOT=689.90• �Cb 680.` ` \ ` a RVIC AUTHORITY 45' 69 6 3\ RIM \ \ I D . 976, PG. 96 1 i �68¢,� \ \ � 1 co I 675.91'\ \ \ \ \ �` \ \\1 II 1 i 6$6 �\_ I 680.26� \ N. 690.28, 690.28' \ ` \ \ I \ 690.28' s ' -N \ \`+ \`\ \\ `\ \�-, / 67a.e3, 1� O \\\ .\ `\\ \ \ \ MATCH INE-SEE.SHEET�5.2 \ \\\\\�\\ \ \ / \�W l V l� 690.28' , \ ` \ \ \ \\ \ ` \ \ 678.02' �� \ \ \ ` \ \ \ \ \ \ ` \ \ \ 678.08' \\ 'G67 QS' \ \ \ \ \\ \\ \\ \ `, \\ \\ \\ . \ \ \ \ \ \ \ \ \ \ - 6 677. \ \\ \ \ \ \� EE `< \\ \ \\ 79- \ -N \ 7.47 8"D' 10� \ \ \ \\ \\ \ \\ \ N. \S \� \\ \\ \\\' \ T`\ \ \ Zpy \ \\ \ \ \ O\' \\ \ I I c �\ \\ \\ �yo \\ \\ \\ \\ U \\ INV.- 87 S, \\ \\' \ \ �\ \ \ \ \\\ 1 I I II I��I14E1"=20'� \ \ \ \ \ s \ \ \ ® \ a a a a + \N.lp \ \ I \ V )V\ 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 •�0*00 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 ran D. Cichocki Lie. No. 53741 9/*h2 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 WPO AMENDMENT #1 28.MAY.2021 7 WPOAMENDMENT#2 24.AUGUST.2022 8 MINOR SITE PLAN AMENDMENT #1 24.AUGUST.2022 GRADING SPOT SHOTS PLAN C53 CLEANOUT CLEANOUT ;TA 12+23.8 INV IN 691.42 (14-13) INV OUT 691.42 (13-12) CLEANOUT VAJx D O VMDO Architects vmdo.com 434.296.5684 INV IN 687.22 (11-10) INV OUT 687.22 (10-EX MH) EXISTING MANHOLE STA 10+00.00 TOP 692.02 EX2 INV IN 673.44 (EX 8_ PVC) INV IN 686.92 (10-EX MH) INV OUT 673.20 (EX. 8" PVC) 7n.R INTERNAL DROP CONNECTION- CLEANOUT ;TA 12+19.7'. INV IN 691.32 (13-12) INV OUT 691.32 (12-11) TOP 698.24 INV IN 691.97 (15-14) INV OUT 691.97 (14-13) CLEANOUT 15 STA 12+79.51 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) 7ns 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) 700 700 EXISTING GRADE PROP SED / 695 GRADE EXIS ING 695 LINE r rL i 690 _ i P OP. 8" 690 2-11 W 43 OF TERLINE 13.01' OF 13 vc 14-13 4" PVC 1" COPPER 200% 94' OF @ 0.50% \\-10-EX 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 @ 1.85°/ 6" PVC 680 EXISTING 12" @ 2.00% 680 HDPE TORM EXISTING 8" PVC SANITA Y SEWER 675 675 WELL SUPPLY AND RETURN LINES 670 670 665 1 665 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 WATERLINE 695 3.5' MIN. 695 EXISTING CONNECT TO EXI; DCATION WATERLINE. VERII VATION. 2'1 AND ELEVATION. 690 1 690 PROP. SANITARY SEWER 12-11 685 z 685 M Of w z Q � ~ xU)x W co 680 0 w 680 Fz W u� z z zwF M M M w 675 � rn v 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) RNA INTERNAL DROP CONNECTION - RRR 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 7ns 7ns 700 700 695 695 690 690 EXISTING GRADE BEN 685 685 T MIN FIRE HYDRANT 6" TAP ING SLEEVE: AND VALVE V MIN 680 680 EX 18" STORM PIPE " CLASS-52 DIP 675 675 670 670 665 665 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: V=50' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 7ns 7n- 700 700 EXISTING PROPOSED GRADE GRADE 695 695 UILDING - 1 L � 690 _ V PROP. SANITARY 690 SEWER 11-10 1 " HOPE 6.6' TORM 685 4' MIN 685 T MIN 680 680 (2) 6" G /GR (GEOTH El ZMAL) PIPING ( P.) (11) 4" G /GR (GEOTHERMAL) PIPES (48" MINIMUM EX 8" PVC SEWER PIP COVER). SEE SHEET M800. SEE SECTION ON SHEET M80 675 675 VAULT. 3EE DETAIL ON TIE SUP DLY AND SHEET M802 RETURN LINES TO GEOTHE RMAL WELL S STEM. (SEE ME P 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 200 E Market Street 2000 Pennsylvania Ave NW Ste 7000 Charlottesville, VA 22902 Washington, DC 20006 s 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 FTan D. Cichocki Lie. No. 53741 i . _, 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 WPO AMENDMENT #1 28.MAY.2021 7 WPOAMENDMENT#2 24.AUGUST.2022 8 MINOR SITE PLAN AMENDMENT #1 24.AUGUST.2022 UTILITY PROFILES C73 V)VX I) C) VMDO Architects vmdo.com 434.296.5684 OHP- �� OHP vv 79.9; 79.9; 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 -� _0000- r1 PROFILE SCALE 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50 VDOT SIGHT DISTANCE PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 I I —��-- ----- ----- ----- D II II i I 14 w - w w- - w CONO(FLUME \ (TRAPRZOIDAL) ---_-T- I Q. 1 I 61T q II I I 6g, I L �Q\ I II pl � I a oo I o - - - o - - - - - - - - o I I I I I g I ' I I I 6g9 I 'DEC N ` \ I I 11 I (0' I I M CNO _ I I ICDD I I I I J0T70 — — _ / \ II II III 702 I \ \� II �I II I I I 703 \o �Ar' _ UFO I/ _U oovFO _ — 12" DEC ^ _ UF - /I OHP 0 oNP/ i �� 7 I IL3�i- �+ I I _ _ Boa— �- _� 14.5' aNP X 12+00 VFO — ---- � � — — _ PR OSED BUS ENTRANCE - — — — �_ _ — _ -- ♦ 0 — — SS THAN 50 TRIPS PER DAYr� 17+79.95 5+ 16+00 =+50 1�_ - ------ — I now 15+00 _ --t-�- 0-�-�+� 3 f SIGHT DISTANCE LEFT - 390' 111110 I - —� UFO dy I woo _ _ soon_ -UFD = OHP— OHP— � 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 •�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 ran D. Cichocki Lie. No. 53741 9/*h2 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 WPO AMENDMENT #1 28.MAY.2021 7 WPOAMENDMENT#2 24.AUGUST.2022 8 MINOR SITE PLAN AMENDMENT #1 24.AUGUST.2022 VDOT SIGHT DISTANCE PROFILE C8.l fB Qy�y SCALE 1 "=60' 0 60' 120' PARKING LOT LANDSCAPING 3,965 SF II I I 1 1 I I \ m 6g0 � �� `� Zo I I t I 20249 SF - i E � I IIII 601 SIF I , /V �I EXISTING SOCCER FIELD I 1 Jill \ \ \ 5 \ IIIII v 127982E ` \ \ \ I I I I \ \ PLANT KEY TREES BOTANICAL NAME ACE RBR ACER RUBRUM BET RIV BETULA NIGRA GIN PSG GINKGO BILOBA'PRINCETON SENTRY' NYS SYL NYSSA SYLVATICA PLAOCC PLATANUS OCCIDENTALIS QUE PHE QUERCUS PHELLOS TIL COR TILIA CORDATA EVERGREEN TREES BOTANICAL NAME JUN EAS JUNIPERUS VIRGINIANA FLOWERING TREES BOTANICAL NAME COR FLO CORNUS FLORIDA SHRUBS BOTANICAL NAME 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 PUR ECHINACEA PURPUREA HYP CAL HYPERICUM CALYCINUM RUD HIR RUDBECKIA HIRTA SED AUT SEDUM X 'AUTUMN JOY' Co .. - —703 I I <' I• — -- — - - — F --- 1 3 \ —— Av v III EAs 5 GIN PSG O - �� o n p� o°(3)BET RIV �� \ / / // // Y�Aq �� I IN 1 F 30 335 qq II,-888 F \v / \ / v�Z 2 1283 681 \ f ��� v 6 \\ • /� // /� SEE SHEET � SEE SHEET • I \ �\ // // / ILIA FOR DETAIL (28) CAL ATH I L1.1 FOR DETAIL _ �v A 7 r/ // / LANDSCA O PE PLAN Vv 9 PLA OCC - \ LANDSCAPE PLAN (4 1) SED ALIT \ r (5) QUE PHE - - O7 (39) ILE RED \ I (65)PAN SHD 292 SF 11 ILE GLA - O 68 ( ) � 1 NYS SYL 3 • ;(149) JUN EFF I ( � \ I (1) QUE PHE / / (8) ILE REDS / v 0 1( 'tea - A / v 6 c �V r X it EXISTING TREE r - A - - 53) SED ALIT _ p 42 ILE GLA °� /rn A Q o� T V / 30 ILE DWA (5) ILE RED- D c7 - ( ) 'I O� v "� v r SEEDLINGS TO BE + i y \ v UNDER -PLANTED - - �- (118) PAN SHD (37) SED ALIT 10�� ��� 1 (34)A ' / v r r 7 v V v - '� / I \ \ \ � 8 /rr r //r // '\ \ \ � WITH MEADOW � \\ \I S / A -� v - U - I (1) ACE RBRrrr /r // /A (7) BE IV �\ - ` -702 -- + /+� 82 v v(26) CAL H T R r L / J ) 1067 F 6�6 8�2 SF �482SF 744 SFi \ 293 \ J I 6 r O-a- \ l t � l ' J • �� _ - _ (97) HYP CAL ` c°oo�o • (103)PAN SHD - - — - - - - (86) PAN HEA • 704 O L _ - (92) ECH FUR (33) PAN SHD (24) ITE SPR / / � ., ' \ \ \ vv \ A J / / - - i •�' X L-I - �' -'XI�I I _ — I /-\( --�_v -A��_��\ _ I'- __te- --- -- - - - - - — --- L —_ I - _-y --_ TE-- SPR�TUFO ' — I ► EF a (20) IN EXISTING TREE TO (27)SED AUT\ I r �_(14) ITE SPR\6, (3) ACE RBR REMAIN -TYP. U I I / -UFO A OZ UFO —__C OHP —------- --- yoxNow aFu -o - -- 7705- OHPOHP 700 ' 5 OMONJOHP l UFO0`I-------- OHPSCALE 1 '1 -- _-UFO SAN - -SAo pill r rr CO , 0 30 �1 ■ l/Q OHP, � LANDSCAPE PLAN { I ail-' - �) �: ` v Q I 794 F �V 296 SFv1,8 I / �� r MEADOW PLANTINGS 12,901 SF v\�SEE SHEETL2.0 0 P I ® ® �: SEE SHEET ti I \ I `� L1.1 FOR DETAIL \ \ \\ \ 1000 SF�� CANOPY COVERAGE AREA T I ITREE l /// - G89 .68S�-I_- ryl� - _ LANDSCAPE PLAN \ \ \ L� EXISTING / ll�l '- I v� -- r• � ��- � ter: � � -� __O ""w, -� � \\ \\\1V\ RELOCATED8X8 I /FBI'/ I AV v - - __ t r 00� �\ SHED If I' I \ \ e 6'� 1 � � � � -`��6 Q���\� • t �`^ :�' p �A \� A A V A � � V A�\III O.I� INP v v v v II1�/ (8) G SG Op (3) NYS SYL \ \ \ ` A-"� �5 SF� 689 a-- - ��V� \\ vv w, , p pOp vvvv �� Av �i9�CL'�76SF I �± S v A vsue _ a -y �;110000\ \\ ` OV A �\ V \�\\y� , 266$ v I 79�� I \ O I I I I A\ N/ n 315 SF� ADD ALT. 1 PLAN SHOWN. REF. CIVIL Q/ q / \71 S I SHEET C9.0 FOR BASE BID CONDITION -69 ��� // // MEADOW vv A co°j^� / © SEE SHEET L1.2 FOR v- - _ J v v V sv \�/ /// // /// // // / PLANTINGS ADD ALT. 1 -COURTYARD DETAIL LANDSCAPE PLAN BUILDING ADDITION 9s EXISTING SCHOOL BUILDING (42)JUN EAS It I I / � I I / // / / // r / / �l / _ BUILDING I III / / / / / a ADDITION ADD ALT. 3 AND 4 PLAN SHOWN. REF. CIVIL SHEET C9.1 FOR BASE BID CONDITION \ 1� N �98- (3) COR FLO wyV I 1 A / 9 I I 9 < Ilo 1 I I'I iI + ?I J I 1p0� 1 W V iV\ D O VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. eemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 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 Llil L1.1 DETAIL PLANT KEY SHRUBS BOTANICAL NAME CEP OCC CEPHALANTHUS OCCIDENTALIS CLE HUM CLETHRAALNIFOLIA'HUMMINGBIRD' COR KEL CORNUS SERICEA'KELSEYI' HYDMUN HYDRANGEA 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 VIER IRIS VERSICOLOR LOB CAR LOBELIA CARDINALIS MONI 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 (52) CAR PYL (52) OSM REG (65) CAR PYL JI 1 SCALE 8"=1'0" r 0 8' 16' HYD M N \ \ (16) CLE HUM (3) ILE GLA (60) SED ALIT �— (10) ITE SPR BUILDING ADDITION FOUNDATION PLANTINGS \ / 1 / SEE SHEET L1.0 FOR TREE / PLANTINGS � I I \S BIORETENTION FACILITY 2A PLANTING PLAN SEE SHEET 1.0 (10) ILEGLA _ (53) JUN EFF FOR TREE (34) MON MCX ucP (27) ILE RED - _ - V PLANTINGS - -- - P (39) DES_GOL _ p (4 PAN SHD (21) HYP CAL __ c - u P 16) ILE GLA (12) ILE GLA �- (22) ILE RED (56) HYP CAL p � � _ _ I � (30) HYP CALi -- - < v ' -- - -- -- � TURF \ --- - - s -\ viiiiiii9ii:���•n.•AMil �.CJ�:Jc�;..�....�:J�1;`+' tijs�i�%iiii�%>�s�ii���%��iii�%%i�i��� %/N• '1%%a�i I�� /"//' / �I� .,it:����J. .J.• J�Jr���! 4 •••••••••••••••••••••1•��lZ� �1 ,II,II .r �� r /. + �- . � �V���•��:!:�:%%%%%iiiii•��iiiiiiiiie•i ` 1' Pq �� ice►• �► ... *•� a I ` . �•i• e•�•iiii e i i i • • • . .. • ••••••i�•°iiiiioiiiiiii� p'••�C����•�••��•��js��•�+w•����j♦ / 4f \ I All ,'I..�I / / / � r / Ili ♦ � , ', Cr / iI. . // / / / / ♦� �' EXISTING TREE / / / / • l I _® SEE SHEET1.0 FOR TREE / r ♦ PLANTINGS / J . \ • / / / .� . ♦ / ��—�— �10 I / 40F.�• r�� TURF l — / v I I- (128) 1FUL, / T�IT�II-I I -I -I -I I / / - / / I ITTI~111-I-I j jrl�-11T1 - () 106SPO HET 675 , / (44) LOB CAR- / (36) JUN EFF (44) LOB CAR (36) JUN EFF O (44) LB CAR ' / / % jrrr I > -•- I-�171 T �I I (1)CEPNOCC EFF TURF f ff'. I�- I I I - I ITITI 111111 (29) ILE RED' , ' / / f f (44) LOB CAR, ' /' fff.00 �� I-Ir 111 / (36) JUN EFF f / 00 000 -6fs 6 �, f f s/ f ,'. `em I I / I � y .17 II I�.. / I / 1 I i / N . 61) SPO HET I 102) RUD FUL' N . 64) SPO HET/ N' I I 616 / - r I.. I. . i i 100 I I I I iTl µl LT�T11 T 100 jj'�� `f00. \ / O /00 00,00 Af4 ff00 00 Co QD 00 SCALE 1/8"=1'0" PLAYGROUND PLANTING PLAN o 8' 16' V hx I ) O VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com •000 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • lbemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 Checked By Designed By Drawn By 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 Ll Ill 1 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 MU (27) SPO HET L \ \ 1 I \\ \ \ BUILDING ADDITION YLxxm1?�Y j�w-o �1/M•Yaiil� WNW " IR 001 11 _ :. .ai Lam_ APL A010 a a Z a \. .... ...__ ........... `\ !/ice 0 0 � 1 i� a ` _ •` _� I \(6) ILE RED _ �\N TURF i a SEE SHEET 1.0 \ FOR TREE PLANTINGS ADD ALTERNATE 1 - COURTYARD PLANTING PLAN 1 r BUILDING ADDITION I 68 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 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 Professional Erosion Control Seed Mixture SLOPEMASTER is a seed mixture specifically designed for erosion control where rapid establishment is a necessity with little follow up maintenance. SLOPEMASTER features the durable white clover Durana which is a medium -leafed, intermediate type white clover containing as many as 97 stolons per sq. foot which will secure most erodable soils. Durana is a superior white clover that is persistent and will fixate up to 1501bs of atmospheric nitrogen per acre per year. The Nitrogen fixation by Durana will provide enrichment to a stand of low maintenance cool & warm season turfgmss. Durana is durable and you can count on it to compliment a stand of tall fescue or bermuda with lespedeza to maintain a long stand life. SLOPEMASTER is also treated with Pennington's exclusive GermMax technology for enhanced establishment. Characteristics: • Extremely durable erosion control mixture • Aggressive growth to provide complete ground cover • Contains perennial seed that establish quickly and last for years • Durana White Clover establishes stoloniforus growth to hold soils in place • Durana White Clover fixates atmospheric Nitrogen for reduced fertilizer requirements Where toplant. ib Primary Adaptation ] Adapted in 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 rum) 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 11% Annual Ryegrass 10% Durana White Clover 9% Unburied 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 Prim/lib 33.40 % Sch/zachynum scopanum, Itasca; MN Ecotype Little Bluestem, 'Itasca', MN Ecotype 10.41 20.00 % Elymus uirginicus, Madison' Virginia Wildrye,'Madison' 5.40 7.00 % Cerex rulpfnofdea, PA Emtype Fox Sedge, PA Ecotype 24.00 5.60 % Chasmanthium lahiolium, WV Ecotype River Oats, WV Ecotype 80.00 5.50 % Echinacea purpurea Purple Coneflower 36.00 3.00 % Chamaeczista famculata, PA Ecotype Partridge Pea, PA Ecotype 6.00 3.00 % Coreopsislanceolata Lanceleaf Coreopsis 24.00 3.00 % Panicum ciandesbrnum, Tioga Deertongue, Tinge 16.84 3.00 % Panicum nodulum, PA Ecotype Redtop Panicgrass, PA Ecotype 48.00 . 3.00 % Rudbeckia hwta Blackeyed Susan 20.00 3.00 % Verbena hastata PA Ecotype Blue Vervain, PA Ecotype 32.00 2.00 % Heliopsishelianthoides, PA Ecotype Oxeye Sunflower, PA Ecotype 28.00 1.80 % Asaepiasincamata, PA Ecotype Swamp Milkweed, PA Ecotype 160.00 1.00 % Carexscnpana, 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 autumnale, PA Ecotype Common Sneezeweed, PA Ecotype 180.00 0.50 % Aster no✓ae,angliae, PA Ecotype New England Aster, PA Ecotype 360.00 0.50 % Aster prenanthades, PA Ecotype Zigzag Aster, PA Ecotype 360.00 0.50 % Bapasia austrafis Southern WVEcotype Blue False Indigo, Southern WV Ecotype 80.00 0.50 % Pymanthemum tenuifolium Narrowleaf Mountainmint 140.00 0.50 % zfzia aurea Golden Alexanders 240.00 0.40 % Monarda fistulosa, fort lndiantown Gap -PA Ecotype Wild Bergamot, Fort Indiantown Gap -PA Ecotype 80.00 0.30 % Eupatorium perfoliatum, PA Ecotype Boneset, PA Ecotype 160.00 0.30 % Juncus tenuis, PA Ecotype Path Rush, PA Ecotype 66.00 0.20 % Juncus efflsus Soft Rush 40.00 0.20 % Solidago nemoialis, PA Ecotype Gray Goldenrod, PA Ecotype 360.00 0.20 % Solidago rugosa, PA Ecotype Wrinkleleaf Goldenrod, PA Ecotype 420.00 100.00 % Mix Price/lb Bulk: $31.12 Seeding Rate: 20 Ito per acre with a cover crop of grain rye at 30 lb per acre Stormwater Management; Uplands & Meadows The native perennial forbs and grasses provide food and cover for rain garden biodiversity. Mix formulations are subject to change without notice depending on the availability of existing and new products. While the formula may change, the guiding philosophy and function of the mix will not. MEADOW MIX NOT TO SCALE County of Albemarle Conservation Plan Checklist- To be placed on Landscape Plans (Handbook, pp JH-Z84-ill -297 for complete specifications) 1. The fW wwtmg items shr-y be mown on the plan• 4 Trees to be saved; 63 Limits of clearing (outside ddgline of trees to be saved); ® Location and type ofprotectivefencing; lie Grade changes requiring twee wcus s weirs; 0 Proposed trenching or tunneling. beyond the limiits of cleating, 2. Markings: ® All trees to be saved shall be marW wit¢ IM-441i or ribbon at a height clearly visible to equipment operators. ® No grading shall begin until the tree marltinithusbeen inspected and approved by a County hnipagai, 3. Pre -Construction Conference: ® Tree preservation and protection measures shall be reviewed with the contracts on site. 4. Eouipment Operation and Storage: ® Heavy equipment, vehicular traffic and storage of construction materials ilicludifig soil shay no lie hyn• giffija the drtpti® of I to be saved. 6. 3oi1 Erosion at`d' Btormwater Detention Devices: ® Such devices shall not adversely affect trees to be saved 6 Fir 0 Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: ® Toxic materials shall not best mold within lo0 feet of the driphne of trees to be saved. a. Protective Fencing: ® Trees to be retained within 40 fed of a proposed building or grading activity shall be protected by fencing 0 Fencing shall be in place and shall be inspected and approved by a Comity Inspector prim tograding or cons�ructrp`a 9. Tree Wells: ® When the ground level must be raised within the driplino of a tree to pesgm" free well Shall bepi6viAlodmid a construction depQ submitted for approval. 10. Tree Walls: 63 When the ground level must be lowered within the dripline a tree. to be saved, a tree well shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling: ® When trenching is required within the limits offelcarin& it shall be done as far away from the trunks of Nees as possible. Tunneling under a large tree shall be con_siddrull rare when it is anticipated that necessary trenching will kampy, feedemoots. 12. Cleanup: ® Protective fencing shall be the last items removed during the WI Ic Panw, 13. Damaged Trees: ® Damaged trees shall be treated immediately by pruning fertilization a other mOdWo recolnrnended by a tree specialist. NOTE: IT is TiIE pEVE E 'S RESPONSMILZrY TO CONFER WITH UM CONTRACTOR ON TREE CONSERVkITpN L REQIUp2E1HENT8. 1Ail n CONTRACT PURCHASER SIGNATURE - - - -" -"- SATE) 5/1/06 Page 1 of 1 INSTALL SHRUBS SO THAT TPA TOP OF THE ROOTBALL IS P THE SAME GRADE P ORIGINALLY GROWN OR 11- ABOVE IN POOR DRAININ SOILS. DO NOT COVER THE TC OF THE ROOTBALL WITH SO REMOVE ALL STRING, WIRE, AN BURLAP FROM TOP Y3 OF BAI BACKFILL PLANTING PIT WIT NATIVE SOIL. INCORPORAi SLOW -RELEASE GRANULA FERTILIZE SCARIFY BOTTOM AND SIDE 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 .lk: 1:1 SLOPE Oh 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 :W REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING 2-3" MULCH LAYER, KEEP AWAY FROM TRUNK 1" COMPOST LAYER PROVIDE MULCH UP AND OVER SAUCER 6" SAUCER REMOVE CONTAINER. SCARIFY PERIMETER ROOTS GENERAL NOTES PLANT SCHEDULE TREES CITY 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 14 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 CITY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE IROOT CANOPY I CANOPY TOTAL JUN EAS 145 1 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 7'-8' HT. IB&B 120SF I 900SF FLOWERING TREES CITY I BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE IROOT ICANOPY I CANOPY TOTAL COR FLO 13 1 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 CITY 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 CITY 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 AUT 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 WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. OR BRANCH TIPS • 4. PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH 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. • 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 Y3 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. 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 CITY 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 CITY 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 1 GAL. CONTAINER 18" O.C. PAN SHD 114 PANICUM VIRGATUM 'SHENANDOAH' / SHENANDOAH SWITCH GRASS 3 GAL. I CONTAINER 24" O.C. SPO HET 374 1 SPOROBOLUS HETEROLEPIS / PRAIRIE DROPSEED 1 GAL. CONTAINER 18" O.C. PERENNIALS CITY BOTANICAL / COMMON NAME MIN. INSTALLED SIZE ROOT SPACING HEU AUT 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 181. O.C. RUD FUL 230 RUDBECKIA FULGIDA FULGIDA / ORANGE CONEFLOWER 1 GAL. CONTAINER 18" O.C. SED AUT 60 SEDUM X'AUTUMN JOY' / AUTUMN JOY SEDUM 1 GAL. CONTAINER 18" O.C. L1.2 ADD ALT 1 - COURTYARD PLANT SCHEDULE SHRUBS CITY 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 CITY 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 CITY BOTANICAL / COMMON NAME MIN. INSTALLED SIZE ROOT SPACING HEU AUT 187 1 HEUCHERA VILLOSA -AUTUMN BRIDE / AUTUMN BRIDE CORAL BELLS 1 1 GAL. 1CONTAINER 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' 745150 = 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 Ll0 = 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 V AA D O VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com 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 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 6 REF. CIVIL DWGS. FOR l \ BASE BID AND ADD ALT. 5 �mIIIIII -------- PLANS FOR — - BASKETBALL COURT / --- --- II� \ I OD `\ \ I I I I I I I / \sue �690 3vII EXISTING SOCCER FIELD 00 1 \ \ \ II C?- I / Y \\ \ A IJ0v I A A A V A I 1 1 ccc°Do .o'P / \� 0kk \ \ \ \ \ \ \I N� r� ' 0 1 S9V\E_/Ev 1\ 0 1 \ SHEET HE_VVAE'T V \L\/ 3.�� 1 -I 633 FOR PLAYGROUND I�/A LAYOUT AND MATERIALS PLAN0 /Tv 4 1E l i5 M. / RELOCATEDAV'8/r��vi )Vv6IX\ v-�l I \�sI•I `I V 8 �00SHED0O o I /IJ I 1) pp _689 III O 688-- 6O 00 0 / � Av6A�1 v A \I\ `�� `\�_y� ✓V\ o\�M\�I AAA A\C\vA �PA\ �6> �� J o �ADD ALT. 1 PLAN SHOWN. REF. CIVIL SHEET C9.0 FOR BASE BID CONDITION I �IA v/ 1 v 1v1- A_-vVIr\v` A �� c� sA vp � LO m 7- V 6gJ °J co-696 �EXISTING SCHOOL BUILDING Cp BUILDING ADDITION ADD ALT. 3 AND 4 PLAN SHOWN. REF. CIVIL SHEET C9.1 FOR BASE BID CONDITION BUILDING SEE SHEET L3.2 ADDITION FOR ADD ALT. 11 COURTYARD LAYOUT AND MATERIALS PLAN A �� ll ADDT. 4 v\\\1V\ I IAA r\I \ \ ® ADD ALT. 3 SEAT WAL w _SEE DETAIL 8, L4.0DINIGTERRACE _1pg w , SEATWALL - SEE co DETAIL 3, L4.0\ 68A2681 �LDQ I \- v63 99 �- - - - - — — — — -- f —goo 70? LANDSCAPE BED / rJ — — — — — — — — — -W— — — — — — — — — — OF r LANDSCAPE BED o z U rJ _ �\ A I 1v , �,-A- �V � I v \ \A � \ �\ JJ I I � —UFO UFO -O O uFo - R - I�C — o, OF - -- OHF _ UFO ' I � >s ° NNow ow \W OHP I vUFo7fl0 dH , - son OWN UFQ I/ y / / H 05� \ \ / /I UFO—\--- - _� OHP— i - SAN- - - - - ONp� x = o // / -UFO _ _ _ =� i / oHP� SCA E V=30' / - J -- - / X SAN-- / � � / / �- O - � I I � O�IK2� Y - _ - - — /Q I -0M' 0 / I _ -_j =_� - _- 1 rn I ` / i VMDO VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • bemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 Checked By Designed By Drawn By 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 I I I I 1 ----- 1----------I I \ ASPHALT PAINT LEGEND COLOR 'A' =PALE YELLOW I � COLOR'B' = LIGHT BLUE \ \ I COLOR 'C' = ROYAL BLUE \ 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. ------- / / NOTE: - - PROPOSED PLAY EQUIPMENT BASIS OF DESIGN: BURKE ` I ADDITIONAL ACCEPTABLE MANUFACTURERS: v KOMPAN \ \ \�.. t : .-1�,r-��� •-•� =/— /l i A`��I PLAY . / : : �•�••. COEQUI=MENMET T J \ V//l _••• I ,c.. /i I // \ \ - \ .. ,"� \ ��,���.�".�,e r.�r..:y.a ��.r as'�� ••• ��- © A I METAL EDGING v A \\ \\'. ♦♦ ; S ., _- `. // , Fn s` �� f / . - - - - - - - l-7.r �a ` • •• Q _ = - / \ 1 STONE DUST PAVING \ ♦ � I �... _ .sue'. _ _ �`' /. �•• I V 1 � , \ \ \ �� ♦♦, Nam( �i� R i y --- / / - - - sa a J �\ y 1 STUMPS - ALTERNATE \ L4.0 \ \ \ \ ♦ \ u5 ♦ i \ \ - - - - _ - SMALL AND LARGE �+. P % , - - - - _------- -� ( �WOODCARPET \ \ \ ♦ ••• 5------- �i: • A AV v \ V A ♦ . ••••�,� " / I - _ _ ASPHALT CURB EDGING ! � . •• PLAYGROUND • 1 i FLUSH CONC. CURB -- +ram •• ----- SURFACING- i / �� \ V v A v ♦� - - .C_. / - - v ASPHALT TRACK - •�•• BY OWNER / NOTE RELOCATED BENCH ' -RELOCATED BENCH ! ♦• F \ NATURE PLAY \ EQUIPMENT BY OWNER A �♦ v A / / sTAIL i ✓ \ ! . I v ♦� V vA ��� \ In _v \ \ I ✓- - ` \\ ���` / \ /Q --�- - \ 6g3 NATURE PLAY STUMP -SMALL O �: ♦ 1 \ 1 Z_ ♦ 1 NATURE PLAY ROCK - SMALL " . ♦ I A" NATURE PLAY STUMP- LARGE �, ♦♦ Q / J / / / a -- --_-- �> DEMONSTRATION \ I _ _ - I �6� v v \ NATURE PLAY LOG TUNNEL ♦♦, � ' � ONSTRA I o j / / _ / o,- ----_ NATURE PLAY STUMP -SMALL \ ��� ♦♦♦�e� II RAIN \ / - - --- - + v v / �� - / - - �< _ NATURE PLAY ROCK - LARGE GARDEN v 077 _ - - - - - - ATURE PLAY 688 v EGlUJMENT BY OWNER-689 vvv a v V ♦► y \� R20' \\ 688 - - - -_0 \ �g \ V a v \ v v A ♦/ �� vv Q. 88 I . v/ �O� v v v v '♦ f V A 00 00 689 /I / —� -692 / v � I�� / Ir A�_ \ \ \ \ \ A 6j9— — — —A 1 \ �\ \ \\ \ i \ 8 OVN \ / I F/ 692 v v v v v v �� �� ` SCA E 1"=10' 0 10, 20' V)VX D O VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com •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 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 6,90 SAN-� S' v % v �� ADD ALT. REF. CIVIL DWGS. FOR BASE BID PLAN CENTERLINE ' OF MOVEMENT , ADDIT ION 1 LANDSCAPE BED x x X-- 8 LANDSCAPE - - a LANDSCAPE 1 BED N BED \ \ 13.9------- 81� 11'11'f9'., , I � 1 1 1 'J` aBIDLANDSCAPE BED ! 1 a I 1 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 v = , A LANDSCAPE \ BED I I DECORATIVE I STONE BORDER i BASE BID ITEM �682_ v / � I / I \ U-/ LL C8 OVN SCALE 1/4"=1'0" VMDO VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. bemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 Checked By Designed By Drawn By 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 1I- 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 IIII—III IIII IIII IIII I IIIIIIIIIIIIII 11- 1 IIIIIIIII-III , I I I- � I IIII I IIII I I- I '- 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 IIIII111 11 I� II1 III. LARGE CHALET STONE - 4" MIN. DEPTH II1111111 IIII1,, II — — 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 �0 IIIIIIIIIIIIIIIIIIIIIIIIIII-III- 11IIIIIIIIIIIIIIIIIIIII-III- =1 I IIIIIII-III I I1 I IIII1 I IIII1 I II III— 8"x8" CONT. VDOT #57 III STONE WRAPPED IN III — ROT RESISTANT FILTER COMPACTED SUBGRADE _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 _ I 1 ' �N1 TH OF CLIPS III—III=III—III—I v� NO SLOTS ON III —III —I —III 1=1II III III=1I1 ElI1=1I1-1 g COMPACTED STONE EDGE PIECES - d — — — SCOTT W. WILEY 2 TYP. N a III —III —III —III —III III DUST PAVING W/ No. 1629 STABILIZER III —III— �Y/, 0312412022 CU 4" COMPACTED ' a d a III III —III ' sc`1pE VDOT #21A STONE BASE a ° a — — - a _ REF. STRUCT. DWGS. FOR ' N " d ° a —III I —III— WALL AND FOOTING COMPACTED DESIGN ' SUBGRADE - 95%—III—III—III—III— ' —III—III III —I 11 S.P.D. Che ed By S. WILEY .44 IIII III III III —III III III —III —III —III —III —I 1- Desi ned By M. RACHNER 1-1II-III—II1-1111 Draw By M. RACHNER a 1 111 III—IIIIII—I —IIII III —III —I I 111-111-111-111-1 IIII, I I � III —III— I I— I— — — I —III —III —III —I i'- I— III—III—III—III—III—III—III—III—III—III-1' � � � III, , �I I I —III —III —III —III —III —III —I 11- � III„11111111111111111111111�1111—III � COURTYARD SEATING - SECTION ADD ALTERNATE #3 ADD ALTERNATE #1 ADD ALTERNATE #4 1• � � 1• >• � t � 1• � s � 1• � � � 1• � s � � � t � 1• � � � 1• � t mi r � � � � It It It 1� � � � 1• � 1• � � � 1• It 1� 1• mi r � � � 1. 1• � � � � � � � 1• � � � 1� 1. 1• � 1• � � � � � 1. 1• � � 1� 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 = 111—I a ' SIDEWALK CONCRETE PAVING F III 9 X 4" COMPACTED VDOT ' 6" VDOT #57 STONE - — F r a ' ' #21A STONE BASE ' WRAPPED IN ROT w M ' ' RESISTANT FILTERHER FABRIC a > 1 d 4" PERF. PIPE - HOLES ~ FINISH GRADE DOWN - CONNECT TO ' ' a a .. a a I — I ' ROOF DRAINAGE SYSTEM a #3' 2OLONG"EBAR @ 18O/C d #4 HORIZ REBAR @ 21" O/C - CONT. a 1 1 _ MCONCRETE FOOTING M ' 41 Q a 4 d a 4 a d d d 4 2' 0'-8" 1' a CONCRETE FOOTING - 3000 P@ 28 COMPACTED SUBGRADE ' 1 � I I I I III-III=1 I I=1 I=1 I I . I I —III —I 11- ' 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 M8 1 1/2" = 1'-0" 6 1" = 11-01, ' 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 L4n0