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Home My WebLink AboutSDP202200054 Plan - Revision 2023-01-13CROZET 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@Tl MMONS.COM SURVEY CONDUCTED: MARCH 2O20 DATUM: HORIZONTAL: NAD83(NA2011) VIRGINIA STATE GRID SOUTH VERTICAL: NAVD88 VIA GPS RTK OBSERVATIONS REQUIRED BUILDING SETBACKS: FRONT 75 FT MINIMUM (EXISTING PUBLIC ROAD) FRONT 25 FT MINIMUM (INTERNAL PUBLIC/PRIVATE ROAD) SIDE 25 FT MINIMUM REAR 35 FT MINIMUM MAXIMUM BUILDING HEIGHT: 35 FT PROPOSED BUILDING HEIGHT: KITCHEN ADDITION 16 FT CLASSROOM + MOVEMENT ADDITION 28 FT (AVERAGE) LOWER LEVEL VESTIBULE 10 FT PROPOSED BUILDING SQUARE FOOTAGE: KITCHEN ADDITION 2,180 GSF (1 STORY) CLASSROOM + MOVEMENT ADDITION 31,753 GSF (3 STORIES) LOWER LEVEL VESTIBULE 982 GSF (1 STORY) TOTAL 34,915 GSF EXISTING USE: ELEMENTARY SCHOOL PROPOSED USE: ELEMENTARY SCHOOL ±34,915 GSF BUILDING ADDITION ±6,175 SF BASKETBALL COURT ADDITION ±33,350 SF PLAYGROUND RENOVATION ±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 - SDP2022llllllllllll00054 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 Crozet ThreeW. 240 Appalachian Mountains • iQk� Rrrwnwillp R�tiSh GO MINOR SITE PLAN AMENDMENT DESCRIPTION • DETAILS ADDED FOR PROPOSED BICYCLE RACKS • BUS LOOP GATE REMOVED. • EXISTING CURB RAMP AT CROZET AVENUE CROSSWALK PREVIOUSLY SHOWN TO REMAIN IS NOW TO BE DEMOLISHED AND REBUILT. SIDEWALK FROM CURB RAMP TO SCHOOL MODIFIED TO DISCOURAGE PEDESTRIANS FROM CUTTING THROUGH THE PARKING LOT. • MULTI -PURPOSE FIELD AT BACK OF PROPERTY EXPANDED TO SERVE AS U12 SOCCER FIELD. • PLANS UPDATED TO CAPTURE MINOR AS -BUILT CHANGES FROM FIELD ADJUSTMENTS. VICINITY MAP SCALE: 1" = 2000' OWNER: ALBEMARLE COUNTY SCHOOL BOARD 401 MCINTIRE RD CHARLOTTESVILLE, VA 22902 CONTACT: MATT WERTMAN TELEPHONE: (434) 975-9340 FAX: (434) 975-9341 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. CHARLOTTESVILLE, VA 22903 CONTACT: BRYAN CICHOCKI, P.E. TELEPHONE: 434-327-5380 i Sheet List Table Sheet Number Sheet Title C0.0 COVER C0.1 OVERALL SITE PLAN C1.0 NOTES & DETAILS C1.1 NOTES & DETAILS C1.2 NOTES & DETAILS C1.3 NOTES & DETAILS C1.4 NOTES & DETAILS C2.0 EXISTING CONDITIONS C2.1 EXISTING CONDITIONS C2.2 DEMOLITION PLAN C2.3 DEMOLITION PLAN C4.0 LAYOUT & UTILITY PLAN C4.1 LAYOUT & UTILITY PLAN C4.2 LAYOUT & GRADING PLAN (GRASS FIELD) C5.0 GRADING & DRAINAGE PLAN C5.1 GRADING & DRAINAGE PLAN C5.2 GRADING SPOT SHOTS PLAN C5.3 GRADING SPOT SHOTS PLAN C7.3 UTILITY PROFILES C8.0 VDOT SIGHT DISTANCE PROFILE L1.0 LANDSCAPE PLAN L1.1 DETAIL LANDSCAPE PLAN L1.2 DETAIL LANDSCAPE PLAN L2.0 LANDSCAPE NOTES AND DETAILS L3.0 OVERALL LAYOUT AND MATERIALS PLAN L3.1 PLAYGROUND AND MATERIALS PLAN L3.2 COURTYARD AND MATERIALS PLAN L4.0 DETAILS SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING & ZONING ENGINEERING INSPECTIONS DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION TOTAL SHEETS = 28 APPROVAL DATE V M 1) 0 VM DO Architects vmdo.com 434.296.5684 200 E Market Street 2000 Pennsylvania Ave NW Ste 7000 Charlottesville, VA 22902 Washington, DC 20006 �000000 S 4D 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 NQ192 Checked By Designed By Drawn By iyan D. Cichocki Lie. No. 53741 B. CICHOCKI K. ROESER K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 6 WPOAMENDMENT#1 28.MAY.2021 7 WPO AMENDMENT #2 24.AUG.2022 8 MINOR SITE PLAN AMENDMENT #1 24.AUG.2022 9 MINOR SITE PLAN AMENDMENT #1 RESUB. 24.00T.2022 10 MINOR SITE PLAN AMENDMENT #1 RESUB. 3.JAN.2023 COVER Como ------------------1 \ � I �r - - - 1 \ 1 1 \ \ \ \, \ 1 1 \ ❑ 1 co XII�Iit III, ill' \ ; If j \\\\\\I1 I Aif \ 7 � \ \ I �— �� ,/ `\ \\ I � 11� l 1 J,JIIII(//oil ✓ / / / / I \\ \/' 1 1\\\\A\ `/"'�/' N \i I � / •I � - - - \\ i \ \\ I 1 IIII �// /// I , 1 � \ I I.II I I I 1 III II III\ \ \\\ 1 11 II I I I IIIIII fino5c 1 I I I I I I I I 1 I ,! 1 I I ' I I , 11 I t::: I , SEE SHEETS C3.11, C4.2 it 1 / I 1 III 1 TNTUN 1 1 ;1VII1 h-N23'31'56"W o — — W� ,I \ \ \ \ I III, 1 NQillll�l \\ \ \\ \\ I\I CA 1 Z \ \ ADD -ALTERNATE 5 `\` SEESHEETC9.2 , I I IIIII I\ 1 I \` \ \\\ \11 \\rjfoD\ 1 c, \ 1 N _ --- \\WIN q \ 4s * \ \ /7- o \ C I `\ -�_--_/z,—J / I L�� III\ 1 \ q \\ IL Q. ISEE SHEETS C2.1, C2.3, _ ` `\\\ \ \ \ _ C3.3, C3.5, C3.7, C3.9, C4.1, C5.1, C55..3& C5.5 N 1 Z I>/.6gP. o 00 0 \\\gas \ • \\�\\\ \ ADD-ALTERNAYE 1, SEE SHEET 69.6 ` \ \\ 1LLJ \\\\ \ 1a lypri ADD -ALTERNATE 3 I I 1 II SEE SHEET 1 C9.1 I I I \ \ \ I\� / / \ L \\ I `P 1ADD-ALTERNATE SEE SHOT aC9.1 I / \ Ri 1 \ d, �5 I kill 'I : 49 I 3 1"w\2547' >— \ \ I I \ =41� ---�=!�— \\� 3 \ 1 �_\ `\ \ ., \�_ —F 'OC}r I ` \ONO / _\UFO- pNP 1 p6 / _ / 31, 1I I s- _ _ \, / r 1 ,boy (I ,� / SIP 7 / �f� ------ `� dit \ V / SEE SHEETS C2.0, C2.25 C3.21 C3.41 C3.61 C3.8, C4.0, C5.0, C5.2 & C5.4 ,- ,-; , r�0 LEGEND ® WATER VALVE ® WATER METER FIRE CONNECTION FIRE HYDRANT ® POST -INDICATOR VALVE 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 0 SANITARYMANHOLE ® CLEAN -OUT M TELECOM PEDESTAL 0 UTILITYPOLE Oo LIGHT POLE < GUY WIRE ® UTILITY VAUL T, AS NOTED ID ELECTRIC BOX m ELECTRIC METER ® GAS METER SAID SANITARYPIPE w WATER -LINE UFO UNDERGROUND TELECOM/FIBER UTILITY UGP UNDERGROUND POWER/ELEC UTILITY G OHP OVERHEAD POWER UTILITY UNDERGROUND GAS UTILITY FENCE -LINE CENTERLINE SWALE/DITCH EDGE OF PAVEMENT (EP) CONIFEROUS TREE (CNFR) DECIDUOUS TREE (DEC) EG EDGE OF GRAVEL SIDEWALK SIGN OO BOLLARD MONITORING WELL (F) PROPERTY MONUMENT FOUND, AS NOTED THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF JOSEPH C. MEDLEY FROM AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION; THAT THE ORIGINAL DATA WAS OBTAINED ON THE FOLLOWING DATES: MARCH 10-12, 16, 18, 23-24 & 30, 2020. THIS BASE -MAP AND DIGITAL GEOSPATIAL DATA INCLUDING METADATA MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED. SURVEY NOTES 1. HORIZONTAL DATUM IS BASED ON NAD83 (NA2011), VIRGINIA STATE GRID, SOUTH ZONE. VERTICAL DATUM IS BASED ON NAVD88. DATUM ESTABLISHED THROUGH NETWORK RTK GPS (LEICA 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 CLERKS 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 'X, AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. 5. MISS UTILITY TICKET INITIATED, TICKET NO. B622100685-OOB. NO UNDERGROUND UTILITY INVESTIGATION BEYOND INFORMATION PROVIDED VIA MISS UTILITY HAS BEEN CONDUCTED BY THIS FIRM. 6. TITLE REPORT FURNISHED BY CHICAGO TITLE INSURANCE COMPANY, TO TIMMONS GROUP, CASE NO. 27120034, DATED FEBRUARY 1, 2020 7 CONTOUR INTERVAL = V 8. ACPS PRIVATE UTILITIES WERE LOCATED BYACPS PRIOR TO SURVEY E8 Ot/N SCALE 1 "=50' 0 50, 100, V AA D VMDO Architects vmdo.com 434.296.5684 200 E Market Street 2000 Pennsylvania Ave NW Ste 7000 Charlottesville, VA 22902 Washington, DC 20006 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • rbemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 Checked By Designed By Drawn By cyan D. Cichocki Z lie. No. 53741 B. CICHOCKI K. ROESER K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 6 WPOAMENDMENT#1 28.MAY.2021 7 WPO AMENDMENT #2 24.AUG.2022 8 MINOR SITE PLAN AMENDMENT #1 24.AUG.2022 9 MINOR SITE PLAN AMENDMENT #1 RESUB. 24.00T.2022 10 MINOR SITE PLAN AMENDMENT #1 RESUB. 3.JAN.2023 OVERALL SITE PLAN GENERAL NOTES GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL LEGEND ROADS SEWER TRAFFIC STOP BAR ® (SF-- s ------ (D EXISTING SANITARY SEWER m STORM PIPE & STRUCTURE NO. DROP INLET & STRUCTURE NO. GSAN AMa--QS PROPOSED SANITARY SEWER CURB O PROPOSED SANITARY SEWER LABEL 0 CURB & GUTTER WATER DRY CURB & GUTTER - - EXISTING WATER LINE PROPOSED PAVEMENT g• yy PROPOSED WATER LINE PAVED DITCH -0 g• yy PROPOSED VALVE - - JUTE MESH DITCH ITF g• W PROPOSED TAPPING SLEEVE - CENTERLINE OF DITCH PROPOSED FIRE HYDRANT ASSEMBLY (FHA) (COMPLETE) BENCH MARK y 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 TW = TOP OF WALL TC 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 aPRESERVED 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 1995 ADDITION CURRENT ADDITION EFFECTIVE AREA 46,742 sf 7,375 sf 34,915 sf 78,387 sf CONSTRUCTION FACTOR: C = 18F (A)AD5 C= 4,032 CONSTRUCTION COEFFICIENT: Fee 0.8 TYPE OF OCCUPANCY: C-2 LIMITED -COMBUSTIBLE 0= 0.85 OCCUPANCY FACTOR EXPOSURE (X) AND COMMUNICATION (P) X1+P1 oe 0.14 NEEDED FIRE FLOW: NNF oe [C][0](1+[X+P]) - 3,907 CONSTRUCTION COEFFICIENT: F=0.8 AVAILABLE FIRE FLOW: SPRINKLER REDUCTION = 50% TOTAL FIRE FLOW NEEDED = 1,953 GPM HYDRANT LOCATION STATIC PRESSURE RESIDUAL PRESSURE ACTUAL FLOW MODELED FIRE FLOW Crozet Elementary School 87 PSI 68 PSI 1,152 GPM @ 68 PSI 2,275 GPM @ 20 PSI Albemarle Counq Date of Report Hydrant Flow ServiceAuth�rity 5/29/2018 "°"�"'° �� Test Report Ia BPMWNeBB�.w Tall (41419iJ911 Location Cozet Elementary School Date and Time of Test 5/29/2018 1:32:00 PM Minutes of Flow 2 Pipe Size (IndHesl 8 Pressure Hydrant 11144 >, Static Pressure (psi) 87 Residual Pressure (psi) 68 1 Q20 Looped Q20 Multiple Inline Hydrants n Q2051ng1e FlOW n sprihkledTn est Single Flow Flow Hydrant #1 11145 Pitot Pressure #1 (psi) 68 Yellow 1 n 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 AWWA Q20 Calculation (gpm) 2275 (No value in WO Indicates Insufficient pressure drop for @) OR a sole sprinkle, test.) Comments Hydrant open all the way. For me' hod of calculating picot flow with a red Pollard diffuser: see ea. 13, Walskl and Lines article 3990 journal Management and Operations AAWA. Fwyellow Pollard diffusers, a best fit third order polynomial equation of the Pollard fbw vs. pilot pressure gauge Is used. Estimated Consumption (gal) i '2304 zr - For use forwatprauda: Signature of Tester: - s - IC4 �1-.--17 1429 4 y, 1425 1 m - - �" sB� s _ II m II I J� p FH1208 -- I\ - I mi o - I �- � m � - B c - to J :F 1M] I I -- o 3 < f can lryaraln- .. °? - nServ¢e, OwneLSM1Fp o , ot, I. FH111 S.Not In Service,ACSA Owned - - � eryelshi 1 ` Not In Sm, Private Own /) - 882 _ �' J r In Service Private Ownership In service, ACSA Owned CSA water Main `r--�--' - wnership l ACSA Private nershi OO - 676 it antsledon Nlsmap arc emend ror9enenal N q$CIAIMER e o C�t'1 Y rn p'mN rown nd uave sVudura.lol tines. and SThisprecol Is �oNmuse men krprel )nary rand pert r anb IM�BY WY��r Panne Poland momprp race, W E 0aent chrsys aMwn N p eel WIMa a mobe ss, r anchorWooed yhawb pion phy Me • • Mx I,NIitYimprovements N pog by or ti Win pn bu[ An, d 1 G Itcµy typography W 10 w rrydepicE NpM-ual Service Aut �rlty i dyIc r pmperty�lihe b d - ror9 I roomuti only d n uno[be oaed car Ne S deaS OdifiW con hueE a- p em n st M property o f good pushdelerm abort. cannot ACSA d alCo erwa arofWIRY l d 0 70 140 210 28F Aerial Imagery ct Commomrealm IN Urging Feel %ani con. Dam propery W count, of NLCinade Serving &C---g ACSA Stab MMlDDSOI 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 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 10. RETAINING WALLS GREATER THAN 3 FT IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FT IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 11. ACCESSIBLE PARKING SPACES, ACCESS AISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI 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: A COUNTY OF ALBEMARLE ro Department of Community Development VIhV'LNIP Construction Record Drawings (As -built) for VSMP The following is a list of information required on construction record drawings for stormwater facilities (reference Water Protection Ordinance 17-422). It is preferable that the construction record drawing be prepared by someone other than the designer. Please do not provide design drawings as construction record drawings. A. A signed and dated professional seal of the preparing engineer or surveyor. B. The name and address of the firm and individual preparing the drawings on the title sheet. C. The constructed location of all items associated with each facility, and the inspection records to verify proper dimensions, materials and installation. The items include, but are not limited to the following: 1. Inspection Records and photographs for pipe trenches and bedding, including underdrains. 2. Video Pipe Inspection for any pipes which are not accessible or viewable. 3. Updated Location with geo-coordinates of all facilities. 4. Verified Drainage Area maps for the drainage area treated, and for drainage to the facilities. 5. Current physical and topographic survey for all earthen structures. Ponds should include a survey of the pond bottom. Surveys should verify pond volumes are per design. Corrections may be required for alterations from the design. 6. Plants, location and type. 7. Plans and profiles for all culverts, Pipes, Risers, Weirs and Drainage Structures - Display the installed type of drainage structures, culvert1pipe size, weirs, materials, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. 8. Computations: For significant deviations from design, provide sealed computations verifying that the as -built condition is equivalent or better than design. 9. Ditch Lines - Display the constructed location of all ditch lines and channels, including typical sections and linings. 10. Easements - Show all platted easements with dead book references labeled. Facilities and drainage must be within platted easements. Provide copies of recorded documents. 11. Guardrail, fences or other safety provisions - Display the constructed location of all safety provisions; fences, guardrail, including the type, length and applied end treatments, compared to design. 12. Material layers - biofilter media, stone layers, sand layers, keyways and cores must be verified as to material types and depths. Include inspection reports, boring or test pit reports and materials certifications. Biofilter media must be an approved state mix. 13. Access roads - show location of access roads, surface treatment, drainage, etc, as applicable. 14. Compaction reports are required to verify fill compaction in dams. 15. Manufacturers certifications for proprietary BMP'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:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE 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 I of 4 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT), This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, 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 111e 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. VAA 1) 0 VMDO Architects vmdo.com 434.296.5684 200 E Market Street 2000 Pennsylvania Ave NW Ste 7000 Charlottesville, VA 22902 Washington, DC 20006 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 Ill Project Number 002-34-00-101 VMDO Project Number 1284 Checked By Designed By Drawn By cyan D. Cichocki Z laic. No. 53741 AY B. CICHOCKI K. ROESER K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 6 WPOAMENDMENT#1 28.MAY.2021 7 WPO AMENDMENT #2 24.AUG.2022 8 MINOR SITE PLAN AMENDMENT #1 24.AUG.2022 9 MINOR SITE PLAN AMENDMENT #1 RESUB. 24.00T.2022 10 MINOR SITE PLAN AMENDMENT #1 RESUB. 3.JAN.2023 NOTES & DETAILS C100 VA. SIGN FOR THE DISABLED ON 0.80 GAUGE 2 R LEGEND q R=%a ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, 2" 5" TOP OF CURB V R ° . ° : a CONC CURB AND GUTTER CLASS 3A, 1 CONTROL JOINT SPACED WHITE BACKGROUND. ROADS GRADING \� (fc=3,000 PSI) CONCRETE pp AT WIDTH OF WALK (MAXIMUM) • s • 3 4" THE DEPTH OF CURB MAY BE •p , 1 A MINIMUM OF 13" AND A TRAFFIC STOP BAR TC = TOP OF CURB ® EP EDGE OF PAVEMENT /� 6' \ 8 a 1":1' -� Xj a e a :, 6 ; Y, EXPANSION JOINT AT MAX OF 30', WITH PREMOLDED EXPANSION FILLER RESERVED RED •.' MAXIMUM OF 19" • , SUF FACE ;. m STORM PIPE & STRUCTURE NO. EX. EXISTING 13" \ ad ° PARKING PARKNG t 16„ �.> �•� ® PROP. = PROPOSED � DROP INLET &STRUCTURE NO. APPROX. =APPROXIMATELY a . ` , ` ° ° a 7" COMPACTED ° a. 4 �/ " CONC. WALK ' > BASE i • ., CURB PRESERVED AND ° a \ °a d ° ° `* t•' .a". .. a:. ° 0 CURB & GUTTER MANAGED SLOPES CONTINUE 21B STONE VDOT A-3 CONCRETE T R3JALTY R3JALTY 4" MIN. SUBBASE - - 200 - -- EXISTING CONTOUR CRITICAL SLOPES 4" MIN. BASE FROM ADJACENT L PAVEMENT SECTION $M-$W0RE $IW-S500RE �_ 200 PROPOSED CONTOUR \ /\ /\ /\ \ /\ /\ /\ /\ /\ /\ /\ /\ UNDER CURB TOW AWAY ZONE TOW AWAY ZOPE s" s" r-o" CONTINUE STONE BASE 6" 7" TC 240.5 PROPOSED SPOT ELEVATION COMPACTED SUBGRADE 4" 21-B STONE VAN � FROM ADJACENT PAVEMENT Q PARKING COUNT 6' ABOVE U 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 4" 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. a a j �j �j 6" \ \ ee SIGN SHALL BE PLACED ON STEEL POST SEE DETAIL. +. ., a :. f a ° .. '. a m, EP/ FC a STEEL CAP 11 18 \/�\/�\/ a < • VDOT A-3 CONCRETE �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) a .. 6' . \ a COMPACTED SUBGRADE 4" TYPE 21 B STONE VDOT STANDARDS. 6 + EP/ FC A SECTION UNDER CURB VDOT A-3 STEEL SLEEVE 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 ............. 'a •a BASE 4•Rp B�p O" ryeffi•e A�esp.o'c . . • • CURB WIPE DOWN DETAIL VDOT STANDARD CG-2 CURB CONCRETE SIDEWALK PAVEMENT SECTION ,a a ° a No Scale No Scale No Scale 3.5' s 2'-0" DIAMETER .de a A CONIC. FOOTING8 P SIGN EXPANSION JOINT WITH SUBBASES d • 3,000 PPSI @ DAYS EOP LOCATION (VAN) HANDICAP SIGN PREMOLDED EXPANSION 1/4" SEALANT A. tr • 1.5" ALUMINUM LOCATION (TYP.) FILLER, "ZIP STRIP" OR NON -SLIP BROOM FINISH EQUIV., SEAL WITH �1'� WWF 6x6 W2.9xVV2.9 CONTINUE 21B STONE BASE o o SILICONE SEALANT 2 FROM ADJACENT PAVEMENT NOTES: } FCURBF SECTION UNDER CURB 1. PROVIDE SHOP CONCRETE BUMPER I , . T 8" 3,000 PSI AIR ENTRAINED PORTLAND d;.; DRAWINGS FOR BLOCK ANCHOR WITH PAPER D 2% MAX 18' 18' y, CEMENT CONCRETE REMOVABLE BOLLARD DETAIL HANDRAIL FOR REVIEW PRIOR TO CONSTRUCTIONS 2. RAIL ON BUILDING9. SIDE OF RAMP TO 3' 0" 5/8" REBAR IMBEDDED 24"IN GROUND SPEC PAINTED 4" STRIPE (TYPICAL) 8' 5 8' 11' 6"TYPE2IASTONECOVER / //\\/X\\/�/ //\�j� 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 .4 .. TYPICAL PARKING SPACE DETAILS HEAVY DUTY CONCRETE SECTION B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC • CONTROL DEVICES. a ° 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 /V/� SPECIFICATIONS. D. THE 2000 INTERNATIONAL FIRE CODE. I III III III III III 2" ASPHALTIC CONCRETE SURFACE III > ` ``.: VDOT CURB (SEE DETAIL)\\//\\/ 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE -III-III-III-III-III-III-III -III - _ - -III III -III III -III III- III a SAWCUT THROUGH o- MATCH EX. CROSS NOTE: PROPOSED J W .: 3" INTERMEDIATE BASE COURSE - BM25.OA a FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER III III- EX. SURFACE SLOPE UNLESS OTHERWISE PAVEMENT MUST TIE U CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN MAX 6' III- COURSE X 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 6 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" DI 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 a y GRADE a 1,4,. 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 a 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 �� a 1 #3 REBAR (12" O.C.) GOALS BACKBOARD/SUPPORT/BASKET Iff 1:_0: 9" (2) #5 REBARS, BOTTOM CONTINUOUS, ° LAP 2'-2" 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„ V-6" @ 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'-O" 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 V SALVAGED GOALS -)SEE DETAIL ABOVE) EDGE OF - 6" VDOT FINISHED NO SCALE PAVEMENT EE M E NT NO.21A GRADE OUTDOOR BASKETBALL COURT LAYOUT STONE 8" NO SCALE 3.5' o 0 o 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 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 cyan D. Cichocki Z Lie. 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 WPOAMENDMENT#1 28.MAY.2021 7 WPO AMENDMENT #2 24.AUG.2022 8 MINOR SITE PLAN AMENDMENT #1 24.AUG.2022 9 MINOR SITE PLAN AMENDMENT #1 RESUB. 24.00T.2022 10 MINOR SITE PLAN AMENDMENT #1 RESUB. 3.JAN.2023 NOTES & DETAILS C1.1 PROVIDE VDOT HR-1 ALONG EXTENTS WHERE DIFFERENCE IN GRADE IS 30 1/2" CAULKED EXP. INCHES OR JT, 8r1 GREATER. CONC. SIDEWALK fix 4 °< 4 CAST IN PLACE so 8 CONC. WALL 4 3,000 PSI CONC. P° CID M Cn #5 REBAR @ F 10" HOR m a P.oa Q GRAVEL BACKFILL 4° P.< ° #5 REBAR @ 14" VDOT#57 STONE VERT W/TYP HK ( Yam/` d4 . 1/2" CAULKED EXP. 4" PERFORATED JT. g HDPE. TIE TO / STORM SEWER A, SLOPE -► U - - - - , .<° 1. ° 9. ° � g 10" .P REBAR @ 14" , a" P < a 4 d, < 4. .. e a ° d - 4.P CONC. SIDEWALK i\I ° ° . . a4 A a d°a VDOT #57 STONE C '° da 4v d w' d CONC. FOOTING 3,000 PSI CONC. (2) #5 T&B Nil Nil ICI I- 12rh COMPACTED SUBGRADE ASTM D-698 95% COMPACTION - oe k OF L� STRUCTURAL DESIGN OF CONCRETE WALL IS BY FOX + B. IRELAND, III ASSOCIATES. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS Lice Np. 25355 C TO CIVIL AND STRUCTURAL ENGINEERS FOR APPROVAL PRIOR TO CONSTRUCTION. CAST IN PLACE CONCRETE RETAINING WALL DETAIL (MAX HEIGHT 31 No Scale 2" R �{ 2" 5" CONC CURB AND GUTTER CLASS 3A, I (Fc=3,000 PSI) CONCRETE j 4 D T \ 4" n,p 7 D T 4" MIN. 6" I 7" 21-01r _ CONTINUE 21B STONE COMPACTED BASE FROM ADJACENT SUBGRADE PAVEMENT SECTION UNDER CURB VDOT STANDARD CG-7 CURB & GUTTER No Scale Aprd 2015 Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC-23.1) QV3HV NBOM (IvoN HV VON 3NV1 3110 Mill SdOLLS 378Nn8 dols 01 038VONd 38 1u■' Z !� 17 In • ■ m •. F NOIlV1S HAE)EE)V�_ O O 0 . \ 1 �\ 80'- 120' + 004 XaOM avold aN3 � r 'PORTABLE TEMPORARY RUMBLE STRIPS SEE NOTE 14 (OPTIONAL) 500 + ® G20-2 I 50' - 100' SEE NOTE 4 Page 6H-53 SHADOW VEHICLE REQUIRED O SEE NOTE 4 O O 0 50'-'00' ° FLAGGER STATION ° SEE NOTE 2 SEE w NOTE 1 � ww ■� vV2o-7 SEE NOTE 1 BE PREPARED W3-4 SEE TO STOP SEE NOTE 9 NOTE 1 RUMBLE W20-V26 STRIPS SEE AHEAD SEE NOTE 14 NOTE1 ONE LANE W20-4 MI BE— ROAD SEE AHEAD NOTE 1 ROAD �- 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 TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS. XV1)= ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 303.02 GRASSPAV sm COI GRAVEL, MORTAI ETC. 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 -------------------------- BUIM G SmEEr FlRFIANE NOTE: THB RMENTS5 SDIDMTIC N NATURE. OESDNEB SHAH PL RRESPACING AND MQUI OF EDGE TREATMENR. sPAONGWLL VARY Wm1TURFTfPE,SLOPE, FIRE pEPARTMRNT REQUIREAENTS, ETC.. GRASSPAVE2 6Y INVISIe LE eTR0CTi,rf REINFORCED TURF DETAIL No Scale DIRECTION OF FLOW FROM PATH 1 PONDING AREA `SEE SITE PLAN FOR LENGTH GRAVEL FLOW SPREADER DETAIL No Scale DIRECTION OF FLOW FROM PATH CURB SRASSPAVE2 FIRELANE SURFACE MOUNTED LANDSCAE UPLIGHT BOLLARD/UGHT FIXTURE GRAVEL APADTm SANm GAVEL ROAOBASE •% tier••` i 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 PIPE 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 TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS. XV1)= ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 303.02 GRASSPAV sm COI GRAVEL, MORTAI ETC. 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 -------------------------- BUIM G SmEEr FlRFIANE NOTE: THB RMENTS5 SDIDMTIC N NATURE. OESDNEB SHAH PL RRESPACING AND MQUI OF EDGE TREATMENR. sPAONGWLL VARY Wm1TURFTfPE,SLOPE, FIRE pEPARTMRNT REQUIREAENTS, ETC.. GRASSPAVE2 6Y INVISIe LE eTR0CTi,rf REINFORCED TURF DETAIL No Scale DIRECTION OF FLOW FROM PATH 1 PONDING AREA `SEE SITE PLAN FOR LENGTH GRAVEL FLOW SPREADER DETAIL No Scale DIRECTION OF FLOW FROM PATH CURB SRASSPAVE2 FIRELANE SURFACE MOUNTED LANDSCAE UPLIGHT BOLLARD/UGHT FIXTURE GRAVEL APADTm SANm GAVEL ROAOBASE •% tier••` i 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 PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL 512E of (FEET) CU.m. CU,YD. BEND L H T L H T 9D 2.50 2.50 3.01 0.24 4" & Bw 45 200 2.25 260 a15 2.00 2.25 2.50 0.15 221/2 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 266 277 0.26 221/2 1.88 216 288 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" 45 3.33 3.58 2.95 0.43 3.63 4.00 2.83 0.52 22 1/2 2.33 2.58 2.88 0.2E 11 1/4 1.83 2.33 2.8E 0.18 2016 ROAD & BRIDGE STANDARDS -MAX. 6'-0"MAX. GRIPPING RAIL SEE ROAD PLANSFOR RETAINING HR-1 �.i -4%q" O.C. i"i' NPS PIPE PICKET I T D WALL DETAILS. I I I 4%" O.C. s/e" SOLID PICKET L�MAX. 6'-0" MAX. 6'-0" GROUNDING ELECTRODE RAIL [-XPANSION JOINTS AT f-1' I'rl- BOLTS INTERVALS NOT EXCEEDING 3" MAX. a 4" O.C.�I (TYP.I 30 F ET. 1'-3" POSTS f 2" MIN. NPS (2.375" O.D.) SCHEDULE 80 PIPE [7 I u 2" RETAINING WALL RAILS a 2" MIN. NPS (2.375" O.D.) SCHEDULE 40 PIPE Ih MIN %PANSION JOINT PICKETS i'4" MIN. NPS (1.05" 01 SCHEDULE 40 PIPE 3" MAX. OR 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 r 1%z" 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 TH, GROUNDING 2" 21/e' min. ELECTRODE MI"' HR-1 TYPE I HANDRAIL (FOR USE ALONG STEPS) NOTES SMOOTH 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! VANCHOR ENGINEER PRIOR TO INSTALLATION. SHOP DRAWINGS SHALL SOIL C NDITIONS. BOLTS (FOR USE ALONG SIDEWALKS AND RAMPS) BE SIGNED AND SEALED BY A PROFFESSIONAL ENGINEER, 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 EARTH FOUNDATION DETAIL 5R TCOS7 WITH THE CURRENT ROAD AND BRIDGE EA RAILOWILLRER BET INCIDENTAL TOTHAN THE OFG (FOR USE WITH TYPE II& III RAILINGS) OCACHIEVE UNIFORM COATING ON A SURFACES VENTINGATANDS 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 rillGRADE 36. 4'/2" O.C. 3'4" NPS PIPE PICKET 4„ FOR RETAINING 4. A CAL ANCHOR SYSTEM FROM VDOT'S APPROVED MATERIAL 41/1 O.C. s/a" SOLID PICKET 4" WALL DETAILS. LIST MAYHEMICBE 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. 9 COMMERCIALLG SYSTEMS MAY BE USED IN LIEU AVAILABLE YAND "THE I I OF DESIGNING FABRICATING RAILING. DOCUMENTATION FROM 1 ANCHOR THE MANUFACTURER VERIFYING THAT PROJECT REQUIREMENTS ARE RAIL EXPANSION BOLTS JOINTS AT MET WITH THE RAILING SYSTEM SHALL BE SUBMITTED WITH THE NTERVALS NOT EXCEEDING 3" k(AX. INSTALLATION DRAWINGS AND APPROVED BY THE ENGINEER IN 30 FEET. ACCORDANCE WITH NOTE 1. - 1'-3" POSTS 2" MIN. NPS (2.375" O.D.) SCHEDULE 81 PIPE 'RETAINING 10. HANDRAIL TO BE IN ACCORDANCE WITH THE LATEST EDITION OF WALL RAILS : 2" MIN. NPS (2.375" O.D.) SCHEDULE 40 PIPE THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. (EXPANSION JOINT PICKETS : )'4" MIN. NPS 11.05" O.D.) SCHEDULE 40 PIPE 11. THIS HANDRAIL IS TO BE USED ONLY AS A PROTECTION FOR OR El 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. SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. 1Vp�-r 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 N N KlassikDrain - K200 Galvanized steel edge rail channel system One meter channel Inside view of channel -showing channel ID number and knockout if applicable (every 5th channel) oloMunw ® Half meter channel 19.69' (0.5 meter) 10.83" (275mm) 0 Q I I raw° �l 12.80" (325mm) . t+l • \ai 39.37' (1 meter) 9.92" (252mm) 14.76" (375mm) l�-m) 16.73" (425mm) '"I"wa •I•a 17.87' (200mm)ui (2tc25mm) 7.87" to Omm) 16.73' (425mm) 5.75" (400mm) ILI 6.30" (160mm) 10.2mrp)4" (250O ;.I (68mm) I� O 01 1 Knockouts included on every 5th channel B A e A �I Fey Type 902G In -line catch basin 19.69"(500mm) 1 9.92r 125y2mM 22.67°(576mm) z Total capacity= c►a !.l 19 gallons M0 •N •N on E '^ •ItJ wFei Description pan'a'� No. Invert hdesm hi Lbs. Desorption Pan No. Inver Indirl mug w9t 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"pm)m 75030 13.78 350 115.5 K2-3 Sloped channel -39.3T(lm) 75003 8.46 215 85Z K2-030 Neutral channel -39.37"(lmp 75047 13.78 350 115.5 K24 Sloped channel - 39.37' Ilmi 75004 8.66 220 86.9 K2-0303 Neural channel-19.69" (0.5mp 75048 13.78 350 68.0 K2-5 Sloped channel -39.3T(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 K2-32 Sloped channel - 39.37" that 75032 14.17 360 117.7 K2-7 Sloped channel -39.37"(lm) 75007 9.25 235 90.2 K2-33 Sloped channel -39.37"(lm) 75033 14.37 365 118.8 K2551oPeel channel -39.3T((1 in) 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°(imp 75035 14.76 375 121.0 K2-E0 Sloped channel -39.37"UmID 75010 9.84 250 93.5 K2-36 Sloped channel-39.37"(lmi 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" Drnl 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" (lm) 75038 15.35 390 124.3 K2-I1 Sloped channel -39.37"(lm) 75011 10.0E 255 94.6 K2-39 Sloped channel -39.37°(lm) 75039 15.55 395 125.E K2-12 Sloped channel-39.37"(lm) 75012 10.24 260 95.7 K240 Sloped channel - 39.37" T min 75040 15.75 400 126.5 K2-13 Sloped channel -39.37"(lm) 75013 10.43 265 96.8 K2-040 Neutral channel -39.37"(Imp 75049 15.75 400 126.5 K2-14 Sloped channel -39.37"(lm) 75014 10.63 270 97.9 K2_Oi Neutral clnrvhel-19.69'10.51 75050 15.75 400 77.0 K2-15 Sloped channel- 39.37" (im)D 75015 10.83 275 99.0 K2-901G Wine 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"(0.5mp 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 cap 96821 15.71 399 1.4 K2-020 Neutral channel - 39.37" (lmp 75045 11.81 300 104.5 Debris strainer for 8' bottom knockout 93498 - - 0.2 K2-0203 Neutral charnel-19.69" (0.5mp 75046 11.81 30D 64.0 K24nstallabon 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" (lm) 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°(imp 75025 12.80 325 110.0 K2-26 Sloped channel -39.37"(lm) 75026 12.99 330 111.1 K2-27 Sloped channel -39.37"(lm) 75027 13.19 335 112.2 O is N • N rl•tBc v �` t, 1,•�l round 1. The channel offersa botthe om mute end; for feale4"&Gpths 2. Inverts slwlm are for ihe male end; for female imed depth subtract 5mm (=0.21 from 8e male relent (except for neutral channels, where it will be sane as male irertl. Fund Cap • UIi • Pi To calculate the overall channel depth add 25mm (-1.M toimert depth. 3. This catch basin kit includes a polymer concrete tap, removable Quicklok locking 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 -K2-00 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 outet-K2-10 p End outlet- Type K2-902G round 7 0.59 4` round 25.33" 263 IF Type K2-90213 4" round 31.83" 297 0.66 G Type K2-902G 4' round 23.76" 254 0.57 x 1 Type K2-90213 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 autet, NOTcharnel Flowmha.'CInch E begin flow reps are thish E tSano it end train ckethbucket es,flo trash o told bucket reduces flow. a 4'or 6'Sch. LD- h W co) CIO) �1.25'132mm1 O O V V AGO, Inc S EC Northeast Sales Offlt• Sales ONka Southeast Ales d nk@ACElectronk 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.us 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 110MIN Fax (440) 639 7235 Fax (520) 421-9899An ®y1 Dlwareb%Gmftl tlmb orate buC£snotgwres000s Orotluc b W arcgdulit ) Mato remduch for is onouseANw, cAeh commonamore are anwa aw rnlo-a ran pnv. nstlie coroners rewopah lint tip suaaoa a toot proaon m, h9 o.n one. Aco lnc. Mons s lM1e rigM1lmcbangelM pWMM re ific t witbculnNce April 2018 4A!tfdt - I . -r April 2018 www.ACODFl ACO DRAIN ACO DRAIN 1 I 1 E 1 KlassikDrain - KS100 Stainless steel edge rail channel system One meter channel Half meter channel -)tern lsllonnrp 993T11 neR,l "91• uz4mmn O O 3.9p• IlPomnl 1 kNaa 669" �`� O70mm) •�V soncr l 164 Knockouts included on every 5th channel O TsiawkeockcnA 6•wval IVlackan B Type K9015 In -line catch basin an a19.N 0 r1 i •Hi •N • i yv J T 1049 II V V Part Invert Weight Part lrluen Weight Description No. Inches® nil Description No. Inctesm mind Lbs. Lines. 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 charnel-39.3T(lm) 74402 4.33 110 28.9 KS1-30 Sloped channel -39.37"(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 51.4 KS14 Sloped channel -391 Din) 74404 4.72 120 30.5 KS1-0303 Now ( channel -19A (05mp' 74448 9.84 250 24.0 KS16 Sloped channel-39.3T(lm)® 74405 4.92 125 31.3 KSI-31 Sloped channel-39.37"(lm) 74431 10.04 255 52.2 KS16 Sloped channel-39.37"Din) 74406 5.12 130 32.1 KS1-32 Sloped channel -39.37'(lm) 744M 10.24 260 53.0 KS1-7 Sloped channel-39.37 orN 74407 5.31 135 32.9 KS1-33 Sloped channel -39.3T(lm) 744M 10.43 265 53.8 Mi Sloped channel -39.3T(lm) 74108 5.51 140 33.7 131-34Sloped channel - 39.37"(IN 74434 10.63 270 54.6 KS1-9 Sloped channel-39.37" Dart 74409 5.71 145 34.5 KSI-35 Sloped channel -39.3T(lmp 74435 10.83 275 55.4 KS1-10 Sloped channel .39.3T(limit 74130 5.91 150 35.3 KS1-H6Sloped 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 Kill Neutral channel -19.69"(0.5mp 7444E 5.91 150 27.0 KS1-38 Sloped channel -39.37"(lna 744M 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(lma 74112 6.30 160 36.9 KS140 Sloped channel-39.37"(lm(p 74440 11.81 BOO 59.5 KS1-13 Sloped channel -39.3T (lm) 74113 6.50 165 37.7 Ksi-0W Neutral channel -39.37"(lmp 74449 11.81 300 59.5_ I l-14 Sloped channel-39.37' 1 p (reel 74114 6.69 170 3B.5 KS1-0103 Neutral channel ' .5m ro p 74450 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 I l-16 Sloped channel -39.37•(1M 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"(01 94632 40.86 1038 65.8 K m8 Sloped channel - 39.37" ond 74418 7.48 190 41.7 Series 600 Optional 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 basins 90854 - - 1.2 K31-20 Sloped channel -39.3T(lmin 74420 7.87 20D 43A KS150466'tiat Cap 96844 9.84 250 5.2 KS1-020 Neutral channel -39.37"(lmp 74445 7.87 200 43.E KS1-30866'Oubet Cap 96M 9.84 250 5.0 KUlMMN•esldumW-19.89'(05rnp' 74446 7.67 200 20.5 KS140466'Idet Cap 96846 11.81 300 6.0 KSl-21 Sloped channel -39.3T(lm) 74421 8.07 205 44.2 KS140866'Oudet Cap 96847 11.81 300 5.8 KSI-22 Sloped channel .39.3T orni 74422 8.27 210 45.0 Universal end cap 98822 11.81 300 0.4 KSI-23 Sloped channel -39.3T (lm) 74423 8.46 215 45.8 Debris strainer for 4' bottom knockout 934M 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 channel - 39.3T OmP 74425 8.86 225 47.4 Kl{nstallaton device 97477 - - 2.8 KS12651oped channel-39.37"orl 74426 9.06 23D 48.2 Crate removal tool 01318 - - 0.3 KS1-27 Sloped channel-39.3TIlml 74427 9.25 235 49.0 K1Quickiok locking bar 028" ofa capacdy = gut ons. • N • l►1 Notes: Outlet flow rates 6" Oval inlet cap End Cap %*--1 1. This channel offers a bottom knockout feature; 4" round/5" oval. 2. Inverts am for the male end; for female invert depth subtract 5mm(-0.29 from the iNert(elcept for naNal channels, it be same as male invert). Outlet Product Outlet size Invert K1-304-6 • H • shown male where will To calculate the owrel channel depth add to imrert depth. 10.64° (270mN i ♦ � V ' ` 3. This catch basin let includes a polymer concrete top, removable Qulcklok ticking bar, trash bucket and plastic base. Select an appropriate grate. concrete top, 4. This catch basin kit includes a polymer concrete top, removable Qulcklok locking bar, deep trash bucket, plastic riser 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 1901S 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 T 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 K1-404-6 12.61" (320m" !1s !A 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 Saks Draft Southeast11Plea Alw d Follow us on J 9470 Pinecone Dave 825 W. Bcechcrof[ St. 4211 Pleasant Road 9119 Mentor, OH 44060 Casa Grande, AZ 85122 Fort Mil, SC 29708 Tel: (440) 639-7230 Tel: (520) 421-9988 Toll free: (800) 5434764 Electronic Co stare Note: These are the pipe flux rates at the specified outlet, NOT channel flow rates. Catch basin non rates am withmn trash bucket -using trash bucket reduces flow. Toll free: (800) 5434764 Toll Free: (88B) 490-9552 Fax: (803) 802-1063 info®ACODmin.w Fax: (440) 639.7235 Fax: (520) 421-9899 Wv W ACODraio.us ®spt o 2016 POD Renner Products, Inc. Th 1 ar Ie beh.cal To To as or ate but if tg mm eetlbe w I. masorts u,,. ets for rethat h , b bta to r product ince conditions of uu are bywq the control of Me nrpan )the customers ressencortyt t suni and I of productfor his ruin I -se AcoPobmu,Products Inc reserves Me right b e the product ands&coons without chase. • • O September 2016 www.ACODraln.us O September 2016 wwwACL, \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 4 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • bemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 cyan D. Cichocki Z laic. No. 53741 1 r 1 i� cY 4 Checked By B. CICHOCKI Designed By K. ROESER Drawn By K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 6 WPOAMENDMENT#1 28.MAY.2021 7 WPO AMENDMENT #2 24.AUG.2022 8 MINOR SITE PLAN AMENDMENT #1 24.AUG.2022 9 MINOR SITE PLAN AMENDMENT #1 RESUB. 24.00T.2022 10 MINOR SITE PLAN AMENDMENT #1 RESUB. 3.JAN.2023 NOTES & DETAILS 1: Revision 1- 4/1P1015 No Scale C 1 2 1 x 4 CAP OVER GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL 1P IT 6 x 6 METAL POSTS • BOLLARD (TYP.) BEDDING 3 STONE * STABLE SOIL ROCK T-11.5" • * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL • 4 x 4 METAL POST (TiP.) STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND 3 THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. No CONC. N. • PAD FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTA SOIL ACKFILL 4JMI MIN MIAS N: ACSA STABLE SOIL OR #68 STONE NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 •[111 8'-8" BOLLARD (TYP.) • • • 1 x 6 CAF 1 x 6 7RIMMEF 2 x 4 RAILS _< 1 x 6 OUTSIDE ELEVATION 3 SIDES ,. f1 III I III IIIII NOTE.' ALL LUMBER SHALL BE PRESSURE TREATED Hs-1 GENERAL-' 1. METHOD "A" PIPE BEDDING SHALL BE USED FOR ALL TYPES OF PIPE CULVERTS WITHIN THE APPLICABLE HEIGHT OF COVER RANGE NOTED IN TIE STANDARD PC-1 TABLES UNLESS OTHERWISE NOTED ON THE PLANS. 2 H - !EIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FINISHED GRADE. �-9 / 3. b - EXCAVATION DEPTH AS SHOWN ON PLANS OR TO FIRM BEMING SOIL. SHAPE TO ELEVATION CIRCULAR PIPE LOFFR�%EOF 1. D - OUTSIDE DIAMETER OF PIPE. I 2. d - MEDE DIAMETER OF PIPE. i PTO CONTOF I PURE 3. % - WIDTH OF CLASS I BACKFILL MATENIAL BEYOND THE EXTREMITY OF THE PPE. % - U WHERE tl IS LESS THAT 38". % • 18" WHERE tl IS M.- AND GREATER. •. 4. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERI& MAY BE ELIMINATED FOR I i NORMAL EARTH FOUNDATIONS UNDER RWRNE ENTRANCE PIPE (EXCEPT PLASTIC PIPE) �/ • 3O' AND LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LESS. 5. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR / . ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE WE (EXCEPT PLASTIC PPE) 30" MO LESS IN DIALLER WITH HEIGHT OF COVER 15' OR LESS. �i B. BEWING MATERIAL AND CLASS ISACKFLL MATERIAL MY BE ELIMINATED FOR SHOULDER SLOT INLET (3I-13) OUTLET PIPES NSTN.LATIRNB. MOPE TO DRAIN TO INVERT ELLIPTICAL PIPE �9 OF OUTLET WE SECTION A -A 1. SI - OUTSIDE SPAN DIMENSION OF PIPE. 2. S2 - INSIDE SPAN DIMENSION OF PPE. TRANSInON BETWEEN RIPE DIAMETERS WHEN METHOD OF TREATMENT IN DROP INLETS 3. R - OUTSIDE RISE DIMENSION OF PIPE. DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. B 4. X - WIDTH OF CLASS IBACKFLL MATERIAL BEYOND THE EXTREMITY OF WE PIPE. X - 12•' WHERE 32 IS LE53 THAN 38". / % - 18D WHERE Sp 19 38• AND GREATER 5. NM TARW D THE ENGINEER. BEDDING MATERI& ANY BE ELIMINATED FOR NORM HARMER ROUTINE ENTRANCE PPE WHERE 52 IS 38" OR EARTH FOUNDATIONSCOVER LESS AND (EIGHT OF COVER B'Oi LESS. A •. REGULAR BACKFILL MATERIAL MAY BE USED IN LEU OF CLASS I BACKFILL MATERIAL FOR NOTES SHARING OF MANHOLE AND INLET INVERTS IN ALCORI)ADE WITH N, I1L FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S2 S 38" OR LESS AND HEIGHT OF COVER 15-M LESS. THEN DRAWING IS TO MIRY TO THOSE STRUCTURES SPECIFIED SLOPE TO ORAN ON PLANS OR WHERE INVERT OF PPE 5 ABOVE INVERT OF TO INVERT OF STRUCTURE. j OUTLET PIPE PIPE ARCH MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED WITH ARP AR DRAWING. N ACCORDANCE APPLICABLE STANDARD OR DR G 1. S - SPAR DIMENSION OF PIPE. CONS) THE AVERT SHARING AS DETAILED HEREON IS TO CONSIST OF A // e PORRAO CEMENT CONCRETE MIX CONFORMING TO CLASS AS OR CLASS EXCEPT THAT 251. OF COARSE AGGREGATE MAY BE ` 2. R -RISE DIMENSION OF PIPE. 41 UP TO {'I IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, �,': 3. B - SEE PC-1 TABLE FOR APPLICABLE PIPE MATERIAL BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE I I SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. 1 ..ip:=: • 4. x - WIDTH OF CLASS IBAX(FILL MATERI& BEYONI THE EXTREMITY OF THE PRE. 18" WHERE Sp 5 TANII) _ • • x - .TSB" GREATER DETAILS OF INVERT SHARING AS SHOWN HEREON NE FOR EXAMPLE PURPOSES ONLY. EACH MANHOLE OR DROP INLET B TO BE SHAPED - - 5. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL NAY BE ELINATD FOR INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTET NORMAL EARTH FOUNDATIONS UDER ROUTINE ENTRANCE PPE WHERE S2 IS W OR CONFIGURATION AND FLOW LINES. SECTION B-B LESS AND HEIGHT OF COVER 15'OR LESS. PLAN 6. BACKFILL MATERIAL MAY USED N EEU OF CLASS I MATERIAL FOR ALL OU s 35n O ALL FOUNDATION TYPED FOR ROUTINE ENTRANCE PIPE WHERE S S 35" OR LESS ND IN METHOD OF TREATMENT IN MANHOLES HEIGHT OF covER p'aR ER. VAT ` STANDARD METHOD OF SHAPING FICATION SPECIFICA INSTALLATION OF PIPE CULVERTS & STORM SEWERS �VC70T ROM AND BRINE STANDARDS MANHOLE & INLET INVERTS GENERAL NOTES ROAD AND BRIDGE STANDARDS 302 SHEET 1 OF 1 REVISION DATE VIRONA DEPARTMENT OF TRANSPORTATION 302 303 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 1 08.08 NO PROJECTION OF PIPE ABOVE GROUND LINE Section 2721 TOP OF FILL TOP OF FILL TOP OF FILL Engineered Surface Drainage Products = GROUND uNE _ GROUND LINE x GROUND LINE x GENERAL - /rrN rrrr /�%%% r rrr II PVC surface drainage inlets shall include the drain basin type as indicated On the contract drawing and referenced within the contracts specifications The ductile g Yp g VI . -II r 6 r EARTH 4 0 ROCK OR UNYIELDINGSOIL C EARTH iron grates for each of these fittings are to be considered an integral pad of the surface drainage inlet and shall be furnished by the same manufacturer. The p w .I o n surface drainage inlets shall be as manufactured by Nyloplast a division ofAdanced Drainage Systems, Inc., ar prior approved equal. - _ ' - raM0BaIGAL 3 n IIJ MATERIALS MIN. MIN. 1110 D The drain basins required for this contract shall be manufactured from PVC pipe stock, uMizing a thermoforming process to reform the pipe stock to the specified MIN. 1/10 D X D X BEDDING VID D X D X BEDDINGMATERIAL MATERI& % D x configuration. The drainage pipe Wnnection stubs shall be manufactured from PVC pipe stock and formed to provide a wa[erfigM connection with the specified '/" PER I'OF H pipe system. This joint tightness shall conform to ASTM D3212 for joints for drain and sewer plastic pipe using flexible elastomeric Seals. The flexible elastomeric LAIN. BF MAX. FOUNDATION SOFT, YIELDING, OR seals shall conform to ASTM F477. The pipe bell spigot shall be joined to the main body of the drain basin or Catch basin. The raw material used to manufacture NORMAL EARTH FOUNDATION D ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL the pipe stock that is used to manufacture the main body and pipe stubs of the surface drainage inlets shall conform to ASTM D1784 Cell class 12454. PIPE PROJECTION ABOVE GROUND LINE 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 specifically for each basin so as to provide around bottom flange that closely 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. Is x 0 MIN. 1.5 x D ~� capable of supporting various wheel loads as specified by Nyloplast 12" and 15" square grates will be hinged to She frame using pins. Ductile iron used in the 7 TOP OF FILL TOP OF FILL TOP OF FILL manufacture of the castings shall conform to ASTM A536 grade 705D-05. Grates and covers shall be provided palnted black. INSTALLATION - x - x ri I I inlet shall installed inconventional flexible i fil r' h kfill material The specified PVC surface drainage n et s a be sta etl us e back I materials and procedures. The bac ate a sha I be � '�'�: rrrrrr, rrrrrrr :: -_ :•: rrrr/J, rrrrr rrrrrrr Jr J • ........ rNr/rNr/r/rrn / //Nirrrrrr rrrr/i/rriJ/rJ / /iriri/ii = 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 9 9 D 9 a = ' •:� /r rr �;<;<;{' _ '� i, -- - •i. I :.::r5••.'• {j{•: -rrrrrrrr/r N/rrrrJrr/ rrrrrrrrr/ surface drainage Inlets shall be well placed and compacted uniformly in accordance with ASTM D2321, The dram basin body will be cut at the time of the final g c - = r/ C N {riri; GRWNo / ;. LINE o-LINE _ rr w r R N :{; jj'• GROUND o = rrrrmr/ rr/rNrN _ GROUND grade. No brick, alone or concrete block will be required to set the grate to the final grade height. For load rated installations, a concrete slab shall be poured - under and around the grate and frame. The concrete slab must be designed taking into consideration local soil conditions, traffic loading, and other applicable IE31 - _- -_ _- - ••• - design factors. For other installation considerations such as migration of fines, ground water, and soft foundations refer t0 ASTM D2321 guidelines. III III II : EARTH it R I_� ROCK OIF _I ; MIN. 1/D D % 0 X BEDDING MIN. 0 D UNYIELDING - SOIL -•, MATERIAL MATERIAL _ p' OF H % 0 % MIN. 1/10 D LNG I� ^, EARTH a ^BEDD MIN'PER BEDDING MATERIAL MAX. 24" MATERIAL FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL ®BEDDING MATERIAL IN ACCORDANCE WITH SECTION 302 OF THE ROAD MD EMBANKMENT BRIDGE NOTES: SPECIFICATIONS. PIPE BEDDING, CLASSWITH SECTION 302 MATERIALINCO BRIDGE FSEE OR GENERAL NON OTES ONPE CULVERTS 9ECBIONK302 OFTTHE'YROAND NiD "LBRIDCE :•••OF THE AND 'STORML SE'WERSFGE'NERAL NOTES SPECIFICATIONS. SPECIFICATIONS. ON SHEET 107.00. FOR ALL OTHER PIPE REGULAR BACK F MATERIAL O FOR PLASTIC PIPE : I IN ACCORDANCE WITH SECTION 302 M THE ROAD CRUSHED GLASS CONFORMING TO THE 6" MINIMUM CLASS I BACNFILL MATERI M PLACED DIRECTLY AND BRIDGE SPECIFICATIONS. SIZE AGGREGATE SIZEREQUIREMENTS FOR CRUSHER RUN OVER PIPE AND B" REGULAR BACKFILL MATERIAL, AGGREGATE SIZE 25 AND 26 MAY BE OR 12" OF CLASS I BACK FILL MATERI&, USED IN PLACE OF CLASS I BACKFILL. rOSCLOSESSUBJEIC"Wl"ERINWHCH DMWNBY CM MATRBAL HIMWWNAAW STXASFMMI'MYDOS MEME"BUFORM GA NIMSIN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. ES6DN OFTHM PRINTDOES CONFER °" "°�° MM PXN 93b1143 PTDI AR N"LFOFA40�TION E NHEIREIDE6DN OR ✓ wwwnN'D23dD 1�To'd ast' Y'°°"""" REAMD BY WIN PROJECT NOd E XVIDOT H IL H INSTALL. OF PIPE CULVERTS AND STORM SEWERS SPECIFICATION REFERENCE TRUE IXFIXNAnON X:TDNOF,011MA ROAD MO BRIDGE STANDARDS UENnUR ORMMEFAGTIOSURETY pph N-N-1S BIN-M IX ORAIX BASIN 9PECIFlGLDNS CIRC. PIPE BEDDING AND BACKFILL - METHOD "All SHEET 1 OF 4 REVISION DATE HEHERBN, HEIE£ROM,FORTHE 019O09URETOOlHBR3 W2 )DIE AMMN TDYSPECAFIGIIRIreI •er ax FTmu xvinPlA.sT m,.,m ra 107.01 07/19 VIRGINA DEPARTMENT OF TRANSPORTATION 303 DWp SITE A SCALE 1:1 SHEET 1OF1 GRAND. i0pb11"1 REV J NYLOPLAST DRAIN BASIN WITH DOME GRATE (1, 21 INTEGRATED DUCTILE IRON GRATE TO MATCH BASIN O.D. MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER (3) VARIABLE INVERT HEIGHTS RECOMMENDATION AVAILABLE (ACCORDING TO (MIN. MANUFACTURING PANSrMEOFF) RED. SAME AS MIN. SUMP) (6) ADAPTER ANGLES VARIABLE 0'- 360' ACCORDING TO PLANS li. (3) VARIABLE SUMP DEPTH (4) VARIOUS TYPES OF INLET& OUTLETADAPTERS AVAILABLE:4'-38'FOR CORRUGATED HOPE 4•MIN ON F-24' ACCORDING TO PLANS 0' MIN ON 30'&36' (5'MIN.ON B'-2/', 70'MIN.ON 3D' D. �„ W.R (ADS N12MHANOOR DUAL WALL, AOSNANCOR & IT MIN. ON 39' SINGLE WALL).N-12 HP, PVC SEWER (EX: SDR 35), BASED ON MANUFACTURING RED,) PVC DWV(E : SON 40), PVC ONDIC905, TYPICAPICAL SECTION CORRUGATED & RIBBED PVC (DIMENSIONS MAY VARY WITH MANUFACTURER'S DESIGN) WATERTIGHT JOINT Fill THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER (CORRUGATED HOPE SHOWN) GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, B"-3G CLADS IL ORCUKSD III M4 RDEFINED ASTM 02321. BACKFILL FOR SURFACE DRAINAGEE INLETS SHALL BE O BDING BSURFACE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. �\ 1 - B•-3POOME GRATE99HAL BE DUCTILE IRON PERA9TAIAB GRADE 2 - COME GRTTES EE WMNING DRAIN BASINS WIIHTHEUSE W&DOME G OFAPVC BOGY TOP. SEEDMWING NO. 70111-110445. OFAP 3. DRAINIWSINTOBECUUMMMUFACWMDA MINGTOPLAN MIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN" MSC MATERIAL 31NWROMAW DETAILS. RISERSARENEEDEDFO.7001 90ERM'DUE TO SHIPPING i PROPRIETARY MGM. APT NYLOPLAS HAS MIS RECEIPT BUFORO GAN511 RESTRICTIONS. SEEDMWING N0.7001-110.0M. 4- DRAINAGE CONNECTION STUB JOINT TIGHTNESS SH&L CONFORM TO MPOSEESSIONOFTHISPRINTWESNOTCONFER, TRANSFER OR LICENSE THE USE OFTHE DESIGN OR MTE X.M0 PHN TYR IDR24M NyIID ast FAX ITT)D&TUN ASTM XQ12 FOR CORRUGATED HOPE (ADS "12WNC/UR DUAL WALL), TECHNKALINFORMATIONSHOWNHEAEIN REMSEDBY NMH PROJECT"0-MANE .J W'WW'"PI"Hur.a N-12HP,6PVC SEWER(P-W). REPRODUCTION OF THIS PRINT OR ANY INFORM4nCN TITS 5 ADAPTERS CM BE MOUNTED ON ANYANGIE 0'TO 3IO". TO DETERMINE CONTANEDHEREIN, OR MANUFACTURE OFANT DATE W1241 DRAM! NSIX WITH DOME GRATE MINIMUM ARGUE BETWEEN ADAPTERSSEE DRAWING NO. TD01-116012, WCLEHEREFROM.FORTHEDISCLOSURETOOTHERS QUDKSPECINST MATXNDEIML 8-°'-D'GME GRATES IWVENO LOAN ACTING IS FORBIDDEN EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPIAST. MmmemwMAt 'SIDE A SMILE1:i MEET 1K1 DINGNO, TOB1.110BT REY E GALVANIZED STEEL STEP ST-1 #4,GRADE GO,RENFORCING ROD ENCASED N A CORROSION RESISTANT RUBBER OR OTHER MATERIAL APPROVED BY THE ENGINEER. (DIMENSION MAY VARY WITH MANUFACTURER'S DESIGN) CORROSION RESISTANT MATERI& p4 REINFORCING ROD CAL SECTION 4 A-L. STRUCTURES WITH A DEPTH OF OTHERWISE NOTED ON THE PLANS. E 4'/2" FROM INSIDE FACE OF BE 18" C-C. MINIMUM FORCE OF 300 POUNDS WHEN FACE OF THE SUPPORT. LILY ALIGNED AND UHFORNALY SPAD FOR TIE ENTIRE DEPTH OF MY STRUCTURE. N PRECAST WITS STEPS MAY BE CAST N ROLE MORTMED INTO HOLES PROVIDED BY THE FABRICATOR, OR OdIVEN. « INM•/ OF 3" EMBEDMENT STETS DIFFERING IN DIMENSIONS, CONFIGURATION, OR MATERIALS FROM WoM SHOWN MAY &50 BE USED PROVIDED THEY MEET THE MINIMUM REQUIREMENTS SHCH N HEREON AID THE CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS AID CERIFm TEST REPORTS OF THE PROPOSED SUBSTRUTE ND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR TIE USE OF SUCH STEPS. Ill STEPS INSTALLED SHALL BE PROVIDED WITH SUP -RESISTANT SURFACES S UCH AS BUT HOT LIMITED TO. CORRUGATED KNURLED, OR DIMPLED SURFACES. &UAW STEPS SH&L BE FABRICATED IN ACCORDANCE WRH ` ASTM 8221 ALLOY BG5-T5. THAT POR�DN OF THE STEP ENCASED IN MASONRY SHALL BE U IFO RMI-Y COATED WITH A BITIAMIMOUS. SOLVENT TYPE. ASBESTOS FILLED &UMIMUW PIGMENTED COATING CONFORMING TO FEDERAL SPECIFICATION TC-C-004 MI& TEP tvooT ROAD M STANDARD STEP O BRIDE STANDARDS VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 1 p6.09 INSIDE ELEVA TION 3 SIDES DUMPSTER ENCLOSURE DETAILS N.T.S. GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 8.1 4" IN e" INITIAL BACKFILLIF MIN MIN. \ BEDDING 8 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 4'MI INITIAL BACKFILL 4 MI UNSTABLE a" s" S 01 L\ MIN. MINMIN MIN #68 STONE :GRANULAR FILL AS APPROVED BY AC SA STA I �CK� STABLE SOIL OR ROC NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PiPE INSTALLATION & BEDDING NTS FIG. W-2 Z_ L WATER 4 x 4 METAL POST UNLESS �TED IMMER IING OUTSIDE GATE VIEW POST ELEVATION J l'/1J I LI\ YYI ILLLJ INSIDE GATE VIEW JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY, VARIES -30't--► 10'� 1 5' 1 F WATER SEWER 3 A o 0% LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETCJ EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER In SEWER 30' MINIMUM Xt SEE PART 3, PARAGRAPH D) SEPARATION OF WATER & SEWER SYSTEMS, UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90° T❑ THE RIGHT OF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS NITS FIG, W-1 TD-2 ll-1 PLACE 5' GALVANIZED WITNESS POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE --� ADJUSTABLE TRAFFIC RATED VALVE BOX W/ LID M.J. GATE VALVE t� 2500 P.S.I. CONCRETE Al' d 2'x 2' BEARING AREA. THRUST BLOCK q Q. d -0 d d O C NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 N.T.S FIG. S-1-Al NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO IC (z7o•) 18 -22 VALVE BOX 7 CU. FL lr #68 STONE-1 >e 6" GATE '. •' ' VALVE I J: X 6" 2500 P.S.I. CONCRETE BASE AND THRUST ; •;.:•,,; eJ.,..MA BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5 FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 // o - STP-1 - 12 BE SI L" 1iF" HE SQUARE SQUARE TUBE SIGN POST i'4" HEXHEAD r Fp"-1fi GRADE 8 SERRATED %p•• - 13 GRADE a I I FLANGE NUT TORQUE FREE BOLT �r p / (SEE NOTED I H UPPER SLIP BASE - 13 GRADE B S '�'• X 3/N" FILLET WELD - µITSH A LOCKINGSLIP TO WEDGE TORQUE FREE BOLT (SEE NOTE 11 )SEE METALS) - WASHER -� - , %"-13 USS FLAT �® HARDENED. TEFLON COATED %"-13 USS FLAT WASIER WASHER SHIM - 4" MAXIMUM STUB HEIGHT d /," - 13 GRADE 8 LARGE '� ' (2'/i' RECOMMENDED HEIGHT) -I' FLANGE NUT �I x 3y2' GRADE 8 TEFLON COATED FL HARDENED, ExSHOULDER BOLT WASHER SHIM SLIP BASE BREAKAWAY PROFILE DETAIL 1•" FLAT WASHER y2" - 13 GRADE a LARGE FLANGE NUT B„ MULTI-DRECTION& COMBINATION 2.52 ANCHOR/ SLIP BASE PLATE T I (FOUNDATION B) OR �- -J R MULTI-ORECTION& COMBINATION A ANCHOR/ SLIP BASE PLATE - SOIL ' F (FOUNDATION CI 0.3R5" R "H M W* c SLIP BASE BREAKAWAY DETAIL MINIMUM W&L F THICKNESS IS 0.34" L 8 W 3 3 0 ..3„ L35" 3.6.. A' I MAT TUB!) S: RECEIVER - - F 3" xt3" x 7 GAUGE MT 500 GR B TUBE PLAN - ASTM )(i'TPRN AST GRADE 50 - i REDI-TORQUE MULTI -DIRECTIONAL BOLT ON SAE1035 STEEL �= IR FORGING SLIP BASE TOP FOR 21/z' SQUARE POST WITH yW, CAST IRON LOCKING WEDGE TOP POST RECEIVER/ EAD'E% Iy4" 2�" I FOR 21/2' SQUARE POST I *V10"A NOTES Cy 3 THREADS 1. IGHTEN THE TORQUE FREE BOLT USING THE LARGER �" HEX LEAD, HEAD ly„ HEN LOOSEN THE BOLTS BY THREE COMPLETE TURNS USING THE y4" ARDWARE % LEAD. RETICHTEN EACH TORQUE BOLT USING THE SMALLER 1;s'• TORQUE FREE MATCH PLATE HINE X LEAD UNTIL THE lik" HEX HEAD TWISTS OFF. SP CPICATION A COPY OF THE ORION& SE&ED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. XVDOT R FERENCE SQUARE TUBE SIGN POST ROAD AND BRIDGE STANDARDS 7G FOUNDATION TYPE B AND C DETAILS REVISION DATE SHEET 7 OF 12 1321,15 VIRGINIA DEPARTMENT OF TRANSPORTATION NEW 01/15 CG-12 NOTES COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: Al HYDR&LIC CEMENT SDEW&K (DEPTH IN INCHES. AREA IN SQUARE YARDS) G NERAL NOTES' CU OEiECTYHEN MLE WLMNIRNG SURFACER(MEA IN CG-3 LINEAR FEET) SQUARE YM051 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE MOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD 2. DETECTABLE WARNING SH&L BE FROM THE MATERIALS APPROVED LIST FOR BE SUMMARIZED FOR EACH CURB CUT RASP. DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SH&L MEET SIDEWALK RAMP 121 MA% THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE aBn MAX WARNING SURFACE AND SHALL SUBMITTED TO THE STANDARDS AND SPEC)& DESIGN SECTION FOR AP APPROVAL. \ 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 4' FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR 5 PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO a THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF 10:1 MAX PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A 5. REQUIRED EMS ARE TO BE NO.5 % B" PLACED 1' CENTER TO CENTER &ONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR CONCRETE COVER 1%2". 2!m 8. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS 0ME INCLUDED INPAYMENT FOR CURB / CURB AND GUTTER. .," y S' MIN 7. CURB RAMPS ME TO BE LOCATED AS SHOWN ON THE PLAINS OR AS DIRECTEDBY THE ENGINEER. THEY ME TO BE PROVIDED AT INTERSECTIONS WHEREVER M ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY I2.1 MAX CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, MD SHOULD NOT TYPE B BE LOCATED BEHIND VEHICLE STOP LINES EXISTING LIGHT POLES FIRE HYDRANTS.DROP INLETS,ETC. ACCESSIBLE ROUTES PROVIDE A tWTNUOUS PARALLELUNOBSTRUCy� ACCESSBLETELLEMENNTTSEOF A AND SLIP THAT SCAN TBE PATH APPROACHED, ENTERED Y x „yf) vyj ,,'NYK;3'i:NijVi, AND USED BY PEDESTRIANS. B. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT iyw'A'v `' 1 THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND TX12a MAX ;'Ey Ai THE SLOPE Ai THE WNNECiION Of iXE CURB OPENING IS y\\ PERPENDI(bLAR TO THE CURB. .BON XX Y^\ I- 5 9. TYPICAL CONCRETE TURNING E a - THICK. WHEN THE ENTRANCE HEAVYRANI CANNOT ACCOMMODATE THE TURNING REOOIREM OMM OF ANTICIPATED (HEAV TRUCK TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY AT Y , 2" HIGHER THAN TRUCK TRAFFIC) FOR CONCRETE DEPTH. T EDGE OF PAVEMENT 10. WHEN CURB RAMPS ME USED IN CONJUNCTION WITH A SHARED USE PATH, \ AT X.W. . SANE AS TOP OF CURB THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. It. WHEN ONLY ONE CURB RAP IS PROVIDED FOR TWO CROSSINGS (DIAWN L), TYPE C A 4'x 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4'x 4' LANOING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADI& SECTION OF .6"-2.4" C-C CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE WARNING SURFACE SH&L HAVE A FACTORY RADIUS OR BE FIELD o O o O O -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH THE BACK OF CURB. -1.... 0 0 0 0 0 0 0 0 0 O O O 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0'�0 o O 0 0OO O O O OO O O O 65Y. OF BASE DIAMETER O O O O O O O O OO O O o O O O O O O O O O O O O O ;-EE CTALE WHO ALK OCURB 0.9"-1.4" _VARIABLE FULLWIDTH OF RAMP FLOOROTE 12. O BASE DIAMETER DETECTABLE WARNING TRUNCATED DOME PAY LIUITs INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING DETAIL XVIDOT CG-12 DETECTABLE WARNING SURFACE SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHT 1 OF 5 REv510N DATE (GENERAL NOTES) EE105 203.05 07/5 VIRGINIA DEPARTMENT OF TRANSPORTATION SM2 CG-12 A 5�u -5 DOWELS. B" LONGS PERMISSIBLE 1 ' AT 12" C-C 5'MIN. CONSTRUCTION 12:1 MAlf. - 4'" Iz:t MAX _'S 5 B y�' 121 MAx WITH BUFFER STRIP RASP RAMP 5'MN (SEE TABLE) A fSEE TABLE) TRUNCATED DOMES 1 MAX r.. a' WIN SHEET 1OF 5 FOR DETAILS 5--0" IN SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB 4 IMMx. 11 WITH BUFFER STRIP 20'1 4 , I I$'MIN R 1 M� L> SECTION A -A = 1 WITHOUT BUFFER STRIP PERMISSIBLE CONSTRUCTION N CROSSWALK JOINT 1 u= SECTION B-B r) A CROSSWALK 4'SOUME LN LNG MEA j1 WlsmE OF TRAVELWAY SH&L BE PROVIDED FOR PERPCWICULM GROSSWKK CROSSWALK *THE THE MARKED NOTES; FOR GENER& NOTES W THE DETECTABLE WARNING SURFACE, cRasswµK uXA SEE SHEET IOF 5. THE REQUIRED LENGTH OF A PM&LEL RAMP TYPICAL PLACEMENT fi}y IS LIMITED TO 15 FEET, REGARDLESS OF THE AT INTERSECTION SLOPE. D ea MAX. WITHIN CROSSWALK cum rLM LNG . TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 8 I 5 2 5 B 3 6 9 4 8 2 5 0 5 6 M 5 XV00T ROAD AND BRIDGE STANDARDS MEET 3 OF 5 REVISION DA 205.07 07/I5 s'eTN DIAGONAL PLACEMENT R MA.R 1 MP% 5'MM 4 � � 11- z Al '30VME LmDING AREA µ 1oUT5OF OF iRMELW4Y p 4' ME LAONC MEP Z BE FROVOEo FOR f SCU CM1OSSM PEIPENACUL.w CR053WµX OUTSIDE CF TRAVELWAY WITXX ilE MARKED SHALL BE PROVLED FOR CROSSWµR MEw OSSWµ PERPENDK'LLM CROSSWALK WITH BUFFER STRIP CM cno's"swi'iKsL ATION CG-12 DETECTABLE WARNING SURFACE SPEC REFERENCEFICNCE TYPE B (PARALLEL) APPLICATION 105 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 V 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 ` 00000 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 Checked By Designed By Drawn By cyan D. Cichocki Z Lie. No. 53741 B. CICHOCKI K. ROESER K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 6 WPOAMENDMENT#1 28.MAY.2021 7 WPO AMENDMENT #2 24.AUG.2022 8 MINOR SITE PLAN AMENDMENT #1 24.AUG.2022 9 MINOR SITE PLAN AMENDMENT #1 RESUB. 24.00T.2022 10 MINOR SITE PLAN AMENDMENT #1 RESUB. 3.JAN.2023 NOTES & DETAILS TD-9 IU-26 C 3 Model # CBBR-9UR-BK 627 Amersale Dr Naperville, IL 60563 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) 'OR APPROVED EQUAL` www.belson.com 1-7/8" V M 1) () VM DO Architects vmdo.com 434.296.5684 200 E Market Street 2000 Pennsylvania Ave NW Ste 7000 Charlottesville, VA 22902 Washington, DC 20006 00000 S 11ID 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 D. Cichocki Lie. No. 53741 4/972 Checked By B. CICHOCKI Designed By K. ROESER Drawn By K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 6 WPOAMENDMENT#1 28.MAY.2021 7 WPO AMENDMENT #2 24.AUG.2022 8 MINOR SITE PLAN AMENDMENT #1 24.AUG.2022 9 MINOR SITE PLAN AMENDMENT #1 RESUB. 24.00T.2022 10 MINOR SITE PLAN AMENDMENT #1 RESUB. 3.JAN.2023 NOTES & DETAILS ClA INV. II INV. IN=6 ,.:40' 92"HDRE:(Vuj I INV. N,; B84;13'4"(6LD) / I INV. O , I / 1 I II II I � / I II I I I I I / SO INLET (GRATE) TOP=689.00' INV OUT=68500' 15"RCP I ' mm *6 I1 I I / 1 / 1 ' I III Y / Ir �I DEC < / ' / F / - / 3' (W) DOOR /CANOPY / FFE=693.4V COLUMN (THRESHOLD) MHS YP/ �G' 1.010 TYP. NV 1I � 96' / /\ 00 3' W DOOR / / i / INV. l =673.74' PVC-LAT/ / ( ) ' 1N-673.44'8�PVC-TNW) / IN✓.OUT=673.�0'8"PVC / II it III/ CONC CONC. STEPS _ CANOPY \ \ \ \ \ \ \ \ \ \ \ \� \\ Zb 2 TREAQS \ \ (TYP) \ \ \ \ \ \ \ \ \ \ \ \� \\ \\ \\ \\ \ TMP56A1-1-73B2 \ ST GEORGE PROPERTIES. LLC -WQOD PED. \ \ \ o\ \ \ \ \ \ \ \ \ \ \ \ \ / \ DB. 4967, PG. 722 \\ \ \ \ \ \ \ / ZONED: R2 CONC. WALL 3' W DOOR 'VC Y 1.3'(W) FFE-)693.45' c0 \ '\�\/ \\ \ \\\ \\ \\\ \\\\ \\\ \\�`\\ \\ \ \\� \\\ \� 26`n\ \ \ \\\ y \\\\\\ (THRESHOLD) \ \ \ \ \ \ \ \ \ \ \ \ \ COLUMN `\ \\ \ \\ \\` \\` \\ \\/\\ \� \\\ \ ��\ Z\\ \ \\ \ \ \\ MHS \ \ \ \ \ \ \ \� \\\ \ \ \ I N 1.0'OTYP. \ �.9� \ \ \ \ \ \ \ tq \ \ s \ \ \ \ \ \ \ I TOP=676.13' BREEZEWAY 3' (W) \ \ \ \ \ \ \ \ ` \ \ A \\ \ \ \ \ \ (BREEZEWAY) \ \ \ �/j��\ `\ INV. 1N=66585'8"PVC DOOR \ \ ` \ \ \ \ \ \ /\ - 876.84' \/ ` \ \ \ \ \ \ \ \ \ \ \ \ \ \ ` 1 I I \ \ \ \ INV. OUT=66563'8"PVC o \ / \ \ \ \ \ \ \\ v \ \ \ 7 Q �2 \ \ \ \ \ \ \ 12" DEC \ \ \ f FFE=69346' CONC. (THRESHOLD) \ )OP_A tI I-i�-�-� -ram '��ICi��y�� ,� � �� ■ TOP-�2.84' ELEC. CONC. � 5�'�1 BQ'T=690. VAULT f° 6'(W)DBL. DOOR FFE=693.44' fg 6"DE& 3' (W) DOOR CONC. O / \ 6' (W) DBL. DOOR FFE=693.43' UGP- - (GROUND) CONC. / PLANTER TYP c� CONC. IIT '1 3' W DOOR y b () CONC. FFE=693.45' \ 3' (W) DOOR \\ \ \ \ \ \ I I q, III I a E'QLMP=692.83' (THRESHOLD) FFE=681.36' MECI: I \ \ \ \ \ \ \ 1 BOT=689.90' \ \ (BSMr.) YARD \ \ ` \ \ \ \ \IMATCHLIf -SEE SF ETC1 I I I I II l fD \ \ \ \ \ 6"D � 1'x 1'NYLO _-\ ,yry�,, ® \\�_ \\ \\\ WLET (TYP) \ p, b 2 / FFE=693.42' L i WAD O TOP=692.82' / - %A.r' (2) HVAC ON FFE=704.27' L2 \ ` STEl3S \ CONC PAD \ \ \ \ \ \ \ \ \ �- _ _ ) SO INLET 1'D NYLO TOP=691.85' a OV ENE FFE=69B� DOOR BACK -FLEW _ _ / I INV OUT=68730' 12"HOPE I / / PREY�ViE9 % / \I ELECI I \ ' N / ' ' / / _ , Y _ �y�-{Y TOWER ON COOLING APPROXIMATE LOC \ / / I / // - EX FIBER OPTICS VAULT. _ CONC. PAD CONTRACTOR TO VERIFY \ \\ / / / _ - APP�L pEx FI LOCATION PRIOR TO CONSTRUCTION. ° \ /y - ' ' /(2) WTR. \ / / VAULTS / - ++ Rea'.00IXeon APPROXIMATE LOC ' '/ l / / / / // / / / / 6' (W) OBL. DOOR EXCOMM LINE. / I l5 ® / / FFE=70233' MULTI -LEVEL / I / - ®r / // / \\ I MASONRY, BLOCK & FRAME CONTRACTOR TO VERIFY I / u, / AA ROX. C. lEXl3TING I SCHOOL FACILITY LOCATION PRIOR TO / � 'UN PUE 1NE$ I CROZET E.S. CONSTRUCTION. / R f / OC - (1407 CROZETA VENUE) FFE=70 .3 DOOR 15, WIDTH UN ERGROUND / / CONC STEPS UTILITYEASEMEN FOR VIRGIN I / , / J, / / ! ` \ \ ELECTRICnWER COMPgNY 1 , /� , 4<PINE J ® _ 2TREADS, ' DB. 1101, PO. 310 I /l / / / , I \ S I 3 RISERS POR /ON OF_ \ ` 3' (W) DBL. ' Iw WA ERL/NE / U DOOR ------- - - - - -- KETCHE BASED I/ 11 OZ / \ I I I ONA SA G/S- / CONC. y a I I 1 I \ I \ \\ WALL - CONC. lot I I I I \- \ wu-76V SWK y / I /TOP=698.05' I I 1J ' t I15"P/ E \ -4v, _ " SA - _ \ V. \ / SWK �'` I IIN1N=680.35'8"WC I INV. OUT=680.25' b"PVC h I III J I I I / 3 K'PINE - - 12" DEC 8'"bEC 8"DEC ` - - / _ I I II \\\ III I I I II I \ \ \ \ CURB \ ` \ CON�SWK \ \I CURB N I � - I -mow II SD CURB /NLI ET W/ GRATE V 1 TO-696.02' (F/L) � I 1 / / I �� _� / I \ b I /NIT OUTW39715"RCP / I \ 8 � 8 .�Ys �„J97 8 -� F _UGP_ 8"UC e - bI- 5 UGP _ _ �UGIP " -+ II I / / \ I 1 ---15"RCP--- ---- L / \ \- ------ CLiRq -- CONC. SWK \-- - --- ----------- \ \}\ ------ I . V I / - CONIC. „ - II I II I I I 11 I / 'DEC a (12 SPACES) SD CURB INLET W/MWD TOP=696. 62' / INV. IN=691.92 15"RCP / INV. OUT=691.8 715" RCP O II I I I I it // I J/ / I ASPHALT (12 SPACES) j (5 SPACES) ,ch II II II I / CURB / J I o'D � / /' Ut� - - -UGP¢ _/ 'Z- - - �\` / UG- I` m 12" DEC CURB "CDEC CIL - II EP / I \O \EP X CURB _ --m - - - - - " 699- _ \ / I I II I I y I \RC-K /ONTSET13ATMP�664 --BO 75/ ROBERTS. & BLAR. ANPERS/ DB. 1871,PG.34 / 18"pt BG\---- ZONED:RA(RU LA*AS) I I I- �-+_ _ �---_ _ I I ----Oy/� 783---- ` I _ - _ _ - _ _ _ _ 20' WATERL/NE EASEMENT - - - I ----- - ---y \\ORAeBERLE COUNTY SERV4fi AUTHORITY\`\ II I I I I - - - / DB. 'N63, PG. 28 I I _ i oy - \ 8 1 _ \�Ozyn EC / // 'UFO I t) 12"DEC % - _ / 7 -r - - 1 APPROX. TREE '_-/ VARIABLE WIDTH POLE LINE ,,1 ORIPLINE (TYP.) l I INV. (1N)=698 0PEASE/ ENTFOR VIRGINIA ELECIRIC POWER COMPANY DB. 1101, PG. 310 I 1102 54W �@36 N20 � \ I \\ -SfEPfLOPE3- = _ - _ _ - - ��\ 77,7/AANAGED1 _----- dNO- -------------- ----------- EP \\ \\ \ \ I _ \ \ I \ ,--dHo \\ TAVENUE 11 \ snN� - - _ yes dHo \ STATE ROUTE 810 ~ ROZE I / - \ (\/qR, WIDTH ftMll (L GRAVEL `/HO \ DB. 1096 PG.741 ENTR. / MHS EP / TOP=704.14' / INV. 1N=692.25' 8" PVC - �� INV. 01' T / EP 4_dft 11 / C&r 11 I I / CONC. SWK \ \ EP -i05� C&G / -- - - - - - - - - - - - - - - - - - - - GD-CURB1NLELW/6RAT- ---------------------- - - - - -- - T9P� 7Di1 --------------------------tft GUT�694.'12'15"'RCP \ \ --� / CONC. SWK - _-____________=_� \ --� - \ - �71D- _-_ -__-�----____-� - --_-- ° ° STEEP SLOPES SD INLET (GRATE) - _ _ - -709- - - - _ (MANAGED) TOP=700.09' 11 �, INV /N=694.04' 15" RCP I U� 4 INV OUT=693.94' 15" RCP n BOT=690sa CONC. 6' (W) 08�. D003 ff 70CCI�" \c. watt(W) \3'(W) DOOR T. 6'(W)OBL. DOOR (GROUND) FFE=693.43' \ j STAIR \ ` _ \ \ \ �\ \ \ \ \ \ \ \ \\�\ \ \� \ \I 1 \I \\ \\\\\ \ \ FFE=693.40' LEVEL i ® I BLD LINE I - -\ � - - - - - - „(W)DBL. DOOR✓''1 FE=693.43' \� 3' (W) DOOR (3y10"DEC _ - _ ' - - _ ` \ \ \ \ \ \ \ \ \ \ \ \\\ 1 FFE=693. 62' TMP 56-64E COUNTY SCHOOL BOARD OF ALBEMARLE COUNTY, VIRGINIA \ DB. 1044, PG. 498 I I I I I 1 1 \ \ o R\\ DB. 1098, PG. 703 CONCSTRS ZONED: RA (RURAL AREAS) W/ARAIL l W 11 '1 1 I 1 1 \ \ `\ GOAL l GOALAN 6'(W)DBL. DOOR ` \ ASPHALT 6' (W) DBL. DOOR CONC \6y I 1 I I I I I 1 \ 1 TO-67yM66 ? \ \ \ \ \ \ \ 1 \ 1 FFE=704.30' - \ STAIRS i9\ Q I I I I 1 1 I I \ IN �N-664.93' 8' \Vtz N) \ \\ 1 \ \ \ 1 \ \ \ 1 CANOPY IN664.87' 8" U\C 1��',�'/1 \ l T=664.84' eVc\ \ \ \ \ ) \ \ 3'(W)DOOR _ _ \ EP / I I I I II i '1 `\ \ A�''PfR \AREASd I 101 - - _ _ ' FFE=693.55' _ RE�ElJ 1(PLANTEEE�� WH/PS WALL °1 _ z cCONC Y / STAIR STAIRS 1 \ \ \ I CONC. DIVERSION \ Lb.2il b b RT-"•i `L:�:`::; \.'1;.\ \\ \ \ tom/ / / / / // \ \\ I �i` \ \ \ 1 1\ \ \ %56N'''\\\ s / 8EC 8"DEC \ : / CONC. SWK / / . \' N.: \ I \ - / CURBOq �.•,•, - UGP _ UGP 8" 8�� \ \ \ / CURB sC'ONL� SWK - \ \ \ Op `:; \:. • : • : • \ .. \ \ \ \ \ \ \ \ ----- ---------------- -----�7\\ --- ----� --- -- --- -� --- --- ---- -----F \:;':l:�: ---__ _a \ SD RB/NL TW/M D 15"RCP :;:;\: ,'�:;\;\: I INV /N=687 7'1 "R P \; tg�q 5\ 1 "DEC \; :\:1 INVO T=687 5'15"R\ P :;:.\;::':\')::\'• \ \ \ \ \ \ \ \ wo \ \ \\ \ 1 (12 SPACES) \ SD CURB INLET W/ MHO \: • : \: ; . ' ' \ \ \ \ \ \ TOP=696.53' 1 \ -INV. IN=686.58'15"RCP\\ST EP\ LOPS\ 7� ` \ \\\ \ \ \\ `\ \ \\ \ z \\ 1 \ \ INOUT,686.33' 15" RCP \ \ \ \ \ ASPHALT �s,Z \ \ : : ' : �; : 1 1 1 \ Ifi4AN 3 V. D) R \ \ 1 I I I 1 1 \ \ \\ \ \ \ \ \ Z \ \ (5 SPACES) \ \ (12 SPACES) / \ \ MONU ENT SIGN L\ EP \. \ CURB \ 12" DEC UGPUGP- ---- =10G --UGP-- - / I , I 1 1 I / / O I \ \ \ \ \ \ \ \ ' \ 12" DEC CURB 1 O�K P\OII 75' FRONT SETBACK \. , / 1 I 1 I I 1 \ \ \ \ \ \ \ \ \ \ I I I I \ \ \ \ `\ \ \ \\ EP Z �T CURB CI 3D/ A \ 6„PIPE 1 , \ INV.=681.56' / l / / I \ 8" DtC \ OPP. END NOT FIND _ _ _ 8"DEED - / 9 I i; 9t2' i Jl6"DEC / ti / I / - - 6„DEC - - - �6"DEC - _ / - _ _ �_ /�AP�R TREE- Z \ 6"DEC _ _ _ -1 / �1 - �� 6' - -- _ - -=- - / OR/PLINE (TYP;)�fi`5a47PW _ _ FO dy I-WV-(OUT)=694§11 - / - -� - _ � _ - - - - - - - - - - - - - - I \ EP \ I I \ \\ _--___-__� -I OWN \ \p� soma\ \ \ I UFO 6iNONE / ___--- \ -i- \� / / �- =v \ �uFO 1 - - O \ � / I I / / \ CONIC SWK - 1 _ / / ' ' / If/ `/ I \ _ .UFO /' 'G - Of'IP� / momIUFO / EP UFO -/1 I \ CURB \ \ �t{FO� 1==== -` �� / // //-OHP� / \ - UFO- / EP / �\-UFO / - OH / -W \� - \ - -_-�---__\ I I MHD V 15" R -�_ __ � - - \ \ \, /' , / / / ,' 'OHP I I TOP=688.72' p� i INV. 1N=685.26' 18"HDPE 1111 y �p _ _ _ _ _ _ I I\ ` \ / 6" //0HF'- / SD CURB INLET W/ MHO INV. OUT=683. >4' 18" HOPE - ' - _1 1 I \ ` \ OHP- / ' TOP=688.38' ' INV. IN=681.24' 18" HDPE dH0 / / ' / OHP / INV. OUT=681.18' 18" HOPE / I/f � �I OH� , / // / / OHP- TMP 56-61 / 56-62 COUNTY OFALBEMARLE, VIRGINIA / MHD DB. 1132, PG. 262 TOP=695.77' ZONED: R2 INV. IN=691.71' 15" RCP / I INV. OUT=691.62' 18" HDPE SCALE 1"=20' / 0 20, 40' V AA D VMDO Architects vmdo.com 434.296.5684 200 E Market Street 2000 Pennsylvania Ave NW Ste 7000 Charlottesville, VA 22902 Washington, DC 20006 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • rbemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 4472 Checked By Designed By Drawn By cyan D. Cichocki Z Lie. No. 53741 B. CICHOCKI K. ROESER K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 6 WPOAMENDMENT#1 28.MAY.2021 7 WPO AMENDMENT #2 24.AUG.2022 8 MINOR SITE PLAN AMENDMENT #1 24.AUG.2022 9 MINOR SITE PLAN AMENDMENT #1 RESUB. 24.00T.2022 10 MINOR SITE PLAN AMENDMENT #1 RESUB. 3.JAN.2023 EXISTING CONDITIONS C2,l CROCK I I ARMOR I I 1 1 \ROCKARM�R \\ \1 \ \\\ II \ \ II I 1 I I I (3) TENNIS COURTS(36'x 18) I I I \ \ I I \ I I I I ul I I I \ \ \ lI \\\ I II III I I W II \ \\\ I I \I I I I I 2 I I I \ \ GRAV.��i// LAN ' I I E1 X 11 \\\ \ \\ I , I 1 I x— 1 1 1 I or \ \ I I 1\ X I I \\ II \ 1 1 ' 111 I us BOARD —\\\ I----\�\\ II III FLNCE I I \ I I \ I I I \ I I GRAVEL AREA 11 \\ I I \ I \ IW I I I wl I I I I ♦\ I \ I / \ I I I I \ I \ I I / \\\ V, 'I\ / I X' I \ / \ Z o \ I I I I \_ EG __ I /� I I 8" 117EC obL` \ I\ I I I EP \ \ l \\ I I I I N I al m \ \ I I I ttI III I I jl STLLEPSL \ \ I (MANAG I 18' x 8' \ I I I I (SHED 1 1 � I TMP 56-64 ROBERTS. & BL12'DEL DB. 1871, PG. 34 N \\' \:� :: t i I ZONED: RA (RURAL AREAS)"Q'wEtCr' / I 16 .::/::• \ \ \ I I / I I 4"DEC`\ I \ CH ER \ SWMIBIO 71/C0=686.54' I \ \ STEEPSLOPES — I I':I.::I / I' /T I I\ \ (CRITICAL SLOPES)J DEC ROCK.fIRMOR I \ \ r \ 'CURB 'OPEN' 6" DEC I _ i I / � SO INLET (GRATE) TOP=689.00' ( INV. OUT=685.00' 15"RCP p¶1 RM I 1 I / 4-- I / I I I I /ol //�/ TMP56A1-1-73B CHRISTOPHER L. & JACLYN M SCOTT BLOCKRATAIN/NG I I I / / 1 / I / / , / / DB. 4929, PG, 177 / WALL 1.0' �iW) ZONED: R2 f 1 / / I I I \ \ 1 I I I \ O I:.. I. �' j.. I' I I Ul N23 °3156"W MHS TOP=670.43' \ I I I I INV. /N=66297'8"PVC (S) INV. /N=663.21' 8"PVC (W) INV. OUT=66278' 8'PVC \ I I 1 I I 1 I \ STEEP SLOPES MHS (MANAGED) \ \ I I , h f TOP=670.62' O INV. IN=663.56' 8" PVC II I I I 1 I ) Q i I I I I'[ \ \ \\ \\ 1 I 1 I i I, 11 \ g„ y �INV. OUT=663.09' 8" PVC `\ I I 1 IMP 56-64E �' N I I COUNTY SCHOOL BOARD OF ' \ I I I I , 1 \\ \ \ \\ 1 \\ 1 A-1 ` \ I I 1 ALBEMARLE COUNTY, VIRGINIA II I 11 I I DB. 1044, PG, 498 II I I \ \ \ \ DB. 1098, PG. 703 II I \ I ZONED: RA (RURAL AREAS) \ \ TMP 56A 1-1-73B3 I1 \ \ 1 \ 1 I \ ELIZABETH B. PEDERSON OR i5L J JUSTIN TAYLOR \\ 1 1 1 1 N DB. 1625, PG. 150 MHS / I ( , 1 \ 1 ZONED: R2 I TOP=677.62' I + \ 1 / ' INV. IN=670.82' 8" PVC INV. OUT=670.54'8"PVC GOAL / APPROX TREE I / ;RIP LIN(E TYP. I / ) 15" DEC `. 1 \ _ ''.y..:—i! , \_ 'SFEEP S6QPES ��\ \\ //L\ 15. GRAVEL, — —_ ---r -----` \\ 1 (MANAGED) / / / \ — — — — — — — — — — — — — — _ — — �o \\ \77 / /�� MTL. � / \ � \ / Zb \ \ / \�\\ \\ \ \\ \ \\ \ 8"DEC TL. / BENCH \ — / / / STEEP SLOPES \\ \ s \\ V \ BE�i EH I �/ / i — / MULCH (MANAGED) MTAL�/\ } — GAME ,� / — PLAYAREA \ — — ,BE H RAC \ (SWINGS) I Imo\ 1 Ck�s`>Vnn{, \ / lJ \ 1 Wi.T\ MTL. I I \ \ ♦ \ \ \ \ 1 `, 1 1 \ MULCH PLAYAREA / / / / / \�� \ / \ 15"DI ItEC \BENCH ( \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ M 1 \ I (SET W/SLIDES) (RAMP) \ I , (RAMP) � / iL \ \ LjORDER ' ( PLASTICI1 I N / 5P / BPLASTICORDER \ T \ \ \ \\ \ \ \ `\ 10"DEC' \ \ \ \ \\ \\\\ I O= \ I — — — — — ASPHALT / / / / MULCH \ ' \ / J \\ \ CCC \ \ \ \ t JY — — \ 0 / 0.33'(w) ASPHALT I PLAYAREA \— \ /� (J-GYM) LAST 1 yes /BORDER\ I `� \ \ \ �f0"DD'_E — — \ IMV = 680.44' FENCE — _ _ _ ` , \ V \ \ \ \ \ _ — — — ` , — — — — 20' S RY SEWER EASEMENT \ \ \ \ \\ \ \ SWK.-- — _ — — — ' \ ASPHALTI '4' \ \ \ \ FOR ?AL COUNTY ` `\ \ \ \ \ \\\ 1 \ \ \ 8"ELASTIC J y /� I—\�—��= - - ` - \ -' - ` PATH 1 \ \ \ SERVIC AUlNOR/TY \ \ \ \ \ \ \ \ \ \ \ \ \NV.= 682.02-' 9 E ,� /'\ / - r - _ ` `\ \ \ \ \ \ \ I \ \ \ DB. 976• PG. 96 NO PP. UENDND ' ' > 15"RC/-PES — \ \\ \ \\ \\ /T��/ 68'$��-Ifd1lOUT=68\0\ PLANTER RAM VV/ ASPH WALK / /�- i — LONC: STEPS \ CO _ _ — — \ \ \ \ \ \ \ / 1 \ \\ S Z \ �i�/ SW1RAILTREADS, 'Qr _---- ---- \�� \\\ \ \\\ \\ \\\ \I \ \ \ NV. IN-668.15'8"PVC /p \ 66/ , 6RISERS W/RAIL M \ 1 \ V \ /i\IRW. UT=66783'8"PVC\\ / _ \ \\ \ \ \ \ \ \ / \ \\ `\ \ \ \ MATCH INE-SEESHEET2.0 l ' P" DEC _ ` \ ` \ \ \ \ \ \ \ \ \* \ \ CONC. STEPS— — "PLANTER \ `\ i k— — '� \ i \ CANOPY \ \ \ \ \ \ si � (up)`\ TREA S \ \ \ \ \ RB — — — _ i/ � CONC�) '\\ \ \ \\\\\\ \ \ TMP S6A1-1-7382 892 " II � 1 CONCCONIC WALL \ \ \ ` \ I \ O— — \ � \ \ \\ \ ' \ \ \ \ / ST. GEORGE PROPERTIES, LLC / ——Wp0D PED. \ \o \ \ \ \ \ \ \ \ / \ DB. 4967, PG. 722 OGE \ \ � ZONED: R2 x CONC. WALL 4' \ `\ \ `\ \ \\ \ \ \ — \ \ s \ \ \ \ \ Y\ \ \ EH OVN ' ' . W w 3' W DOOR C \ \ \ ` 2 \ , \ / / / 3' (W) DOOR (1 ( ) \ \ \ \ \ \ \ b \ \ \ \ \ \ \ \ [ V /CANOPY / FFE=693.41' (THFFERESHOLD) OLD) \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ �v \ \ \ (THRESHOLD) \ \ \ \ \ \ \ , \ \ \ \ '\ ) / COLUMN (THRESHOLD) i \ \ \ ` \ \ \ \ \ \� \ \ \ \ \\\ \ \ I (TYP \ \ \� \ r \ i-- \ \\ \ MHS ' MHS / / , �O' 1.0'D TYP. , � COLUMN \ \ \ \ TOP-6 8.96' / /\ GO 1.01OTYP. \ TOP=676.>3' / 3' (W) DOOR ` \ �O \ \ \ \ ` \ \ 70 \ \ \ \ ♦ \ \ \ \ \ I INV �673.74' PVC-LAT/ / (BREEZEWAY) 3'(W) \ \ \ \ \ \ \ \ \ \ 8"pvc'"-" ,V \ \ \ \ \\\ \ \ \ INV. IN=66585'8"PVC INV. IN-673.44'8jPVC7NW) DOOR \ \ \ \ \ INV.- 76.84' \/ \ \ \ \ \ \ \ \ 1A✓<! OUT=673. 8" PVC / / n \ \ ` \ \ \ ` \ \ \ \ \ \ \ \ \ \ \ \I l I i INV. OUT=66563' 8" PVC \ \ \ \ I \ � I I AI I SCALE I "=20' /\ / \ \ \ \ \\ \\ \ \ \ I I I ` ` `\ \\ •'\\�_ \ \ \ \ \ \\ \ I I I 1101j1 I \ 40, ./AD A-6 CONC. IIr ./\ 3' (W) DOOR 3'(WDOOR CONCFFE=693.45' \ \ \ ® I 3'(WI DO FFE681O FFE=693.46' CONC3R M—EC� \ (THRESHOLD) 'E- (THRESHOLD) P BOT=68990' \ (BSMT) YARD \ \\ \ II1 II I JJ]} I II III III III III I II \zQ Np689.89' V 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 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • rbemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 Checked By Designed By Drawn By cyan D. Cichocki Z Lie. No. 53741 B. CICHOCKI K. ROESER K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 6 WPOAMENDMENT#1 28.MAY.2021 7 WPO AMENDMENT #2 24.AUG.2022 8 MINOR SITE PLAN AMENDMENT #1 24.AUG.2022 9 MINOR SITE PLAN AMENDMENT #1 RESUB. 24.00T.2022 10 MINOR SITE PLAN AMENDMENT #1 RESUB. 3.JAN.2023 EXISTING CONDITIONS C2ml t I /ice/ - �'"DEC \\ ` \ \\ \ \\ `\ ` \ \\ \ \ \ \\ \ \ \ \\\< MH ::ONC ` \ \ TOP-6$3.33' I I I ... M'AT�IHOLE pPTO'BE • '.R1 LO .'..'.'.' � /�.. /. \ / _ P (ACT BENCH / / . _ ` \�LANTER \ `\ ` \ � \\ \ \\ `\\ \\ \ \\ \ti \ \ \ \ \ \\ \� \\\\`�\ z IIff ADJUSTED• P ��J% / / �- ' \ -\ ' - coNc. srEas� , CANOPY \ ` ` \ \ \ \ e \ \ \ \ \ p Q I .'.n.'.'.'. / AND LAN�SC6PING - 892- 2TREAQS \ \ \ ` \ \ \ \ \\ \ \ \ `n \ \ \ \ \ �\ \ \\ cb' u� INV. lN= 53.6'15.":/ZGF(N): .: I I ER'FINAL• '• 41GHT POLE / y'.'..l / f may) \ \ \ \ c \ \ \ \ \ \ \ \ \ \ INV. 1N=6 ,.:40'92"l(©pE:RV I I .......GRAQING_PL4N - i/.... \ - WCTJ� \ \ \ \ \ \ \ \ \\ \ \ \\ \ \ \ \ \ \ \ \ \\`� \ INV. N,;B$4.13'47:($LD):: / I I .-\'..'. l / ' / 1 'SAWCUT \ \ \ `� \\ \ \\ \ \ \ \ \ `�,_ \ \ Al \ \ `� \ \ \ \ \\\ INV. O _ 83:40' 15'°RAF':. r coNc. / ' ja�\ \ \ \ \ \ \ \ \ \\ / I l , ,)I.I \ i� i' ` 18"DEiS \< / \ ` \ \ \ \ \ __ _� ��1'VOOD PED. \ tNGE \ lo\ \ \ \ ` \ \ \\\ \ / r \ \ \ \ \ \ \ \ o \ \ .., �-:.:.:.:.: . - REMOVE ASPHAL, / \ \ ,( \ �\ I1 / / ..... . / .. . . '.I.I-/ /• / / � / 1 . .%.� . . . .I I.//. / , i 3'(W)DOOR NC, \ y\ \ \ \ \ \ ( \ \,.','. /•/ •. / / / 3'(W)DOOR / \ ` ` \ \ \ �\ \ `\ ,�RIDGE� \\ \ \� \ FFE=693.45' \ ` \ \ \ \ \ \ I \ \ Zbs \ \ \ \ \ \ \ \ \ \ \ \ \ Y \ \ \ \ \\ I \ 1 I '. /. .I.... .' _/CANOPY ' FFE=693.41' (rHRESHOLD) \ \ \ \ ` ` \ \ \ \ \ \ \ \ \ \� \\\\ \ I I j i . , . ' . _ _ / COLUMN (THRESHOLD) \ y! . RELOCATE...,.,...•... .✓�. %.II• .' MHS I I�TYPi OHO 1.0'H TYR COLUMN \\ \\ \ \\ \`\ \`\ \\ \\ \"/<- \\ \N \\ \ � A\ \ \ \ \ \\ ` \ wu\\ \\ `\\ I \ MHS I I I LIGFiT,POLE // ..�. •. TOP=s �96' I /\ G 3'(W)DOOR 1.0'kT TYP. `\ `\ \\ iS9� \\ \ \ \\ G \ \ \\ \\ `\\\ A\ \ \ �'S \\ \\ \ \\ \ \ \\��\\\\ I I N TOP-676.13' REMOVE PORTION I I ,',' �.'` • -,, ../. NVs73.74' Pvc-LAr/ / P �+,�� REMOVE CONCRETE 3'(w) \ \ \ \ \ \ \ \ / \ A \\ \ \ \ \ \ \ \ \ \ I INV. IN=ss585.8"PVC l . ,'.--"Cl : %. INV. IN-673.44'8" w / DOOR \ \ ,PORTi6"FSAN)IARY \ \ \ Shy \ \ 8"Pvc'rf/'\� \\ \ \ \ \ \ \�\ \ \ I \ OF 15" RCP / Z',' /p'c7N I \ Y \ I \ \ Nv- 7ssa' \/ \ \ \ \ \ \ \ \ \ \ \ III I lNv. OUT=665.63'8"PVC /.',', \• ',�( .OUT=673.j30'8"PVC / WITHIN BREEZEWAY �, \ 1 \SEWER�INET�BE \ \ \ \\ \/ \ \ \ \ \ \\ \ \ \ \ \ I I \ I I �' . L .l:....... II . ' \ / I -I,- \ \ RELOCATED (S€E ARCH \ \ \ 12^Dmc \ \ \ \ \ \ \\ 1&. \ \ \ `\ \ \ Il I I I I I I / / r If.'.'.'. , , 1I' 61 / \ ` ` \ PLANS) \ \ \ � \ z I EXIST. CONIC. \ \ \ \ s \ I I I I REMOVE SD INLET I / L Fv, / .. / / \ \ ) I \ \ \ \\ \ . \ \ \ I I I I \ / N ','.. \ / -\ \ \ \ \ \ \ \ PAD�Q \ \ \ \ \ \ \ \ \ I I I I{ I I I I I)l y •/ • '.'. '.' Il/ \ / MANHOLE TOP TO BE - - \ \ EX(ST. E UIPMEMTTO EMAIN \ I I 11 r i t . - _ t� REMOV r - ' \ \ \ \ \ � REMAIN \ \ \ \ 8� ` \ I I I \ SD INLET (GRATE) _ _ / f /I. CONCRETE ADJUSTED PER FINAL I / \ ( ® \ \ \ AND BEROTECTED WURING \ \ \ \ \ \ \ \ \ \ \ \ 1 I I i I V TOP=689.00' I 1 :I.I r / % �, ,s�^t, / \ I I \ \ \ � \ 11 I I I III I I \ INV. OUT=68500'15^RCP \ GRADING PLAN �q� �q� \ \ \ ® CONSTRWCTION _ \ \ \ \ 1 SFDEWALK / 3'(W)DOOR V_ V 5A 1 3'(W)DOOR \ \ \ \ \ \ \ \ \ I I I I I ;,i. UG' /• -' ,/ • ' /. / r FFE=693.46' CONC. �i i1 1' "�, CONC. FFE=693.45' / 3' (W) DOOR ` ME \ \ \ \ • \ \ \ I I 9� 1 I I I I I G I / \ 7 pp 8 Q.BQE� E1 QEMP=692.83' (THRESHOLD) FFE=681.36' I ` \ \ \ \\ \ \ I {r\ I I I N ...... . - -:, � / ' I (THRESHOLD) / iW§YARD \ \ \ \ \ \ \ \ \MATCHLIRFL-SEE SFNET C ` \ \IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I I 1b I I I l % / 689.89' SOT-689.90' \ � (BSMT.) IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII MMMMM I'.'.. � \ \ �� \ \\ \\ \ \\. \\ \\ \`\ 11\ I I \1 \ \\ \ \\ TOP- 2.84' 6"" D \ I - ' ' ... � Bq'=690. INLET 1' F - -\ FFE=693.42'Li ` ` REMOVE \ \� \ \ I \ \ \ \ \ ADJUST �,P.'.'.' ..'�• •.'. ,' b NLET(TY, \ $ REMOVE/RELOCATE Iy�D \ \ \ \ \ \ \ \i \ \ \ \ \ \ REMOVE SIGN / 6' W DBL. DOOR Q (2)HVACON FFE=704.2T L2 \ \ s�EA$ &FAIL \ \ \ \ \ \ \ VAULT' _I.D. TO O rop-692.82' l - HVAC &CONCRETE PADS \ srEas \ \ \ \ \ \ \ AND ISLAND 1 FFE=693.44' g 6"DEt� B0T=690.50' \ CONC. PAD \ \ \ \ \ \ \ I \ \ \ \ \ 1 / ..;.,N1ATC,1tFINE�L /' \ W(R9/L \ \ I \ \ \ / r \ - / REMOVE STAIRS \ \ \ \ \ \ \ ` k\ \ \ \ 1 \ ` \ \ \ \ \ 1 / .... ' . G, A, E �/ 6' (W) OBL. DOOR I \ \ \ \ \ \ \ I \ ` \ \ \ I 1 , con c. CONIC FFE=693.43' (SEE ARCH PLANS Co/�/G. WALL \ \ \ \ \ \ \ \ \ \ I I / ;�. 3' (W) DOOR O O )1 06 \ \ 6- 1 \ \ \\ \ \ \ REMOVE CONCRE E I I FFE=693.43' \ \ \ \ \ 1 \ \ \ \ z �I : 3' (W) DOOR \ \ \ \ \ \ \ \ I \ \\ I /• ,' 6'(W)OBL. DOOR EXT. REMO\%E _ \ \ 1 \ CURB TY cONC. I \ \ 1p \ \ \ \ \ \ \ 1 `\ \\ \\ \ \ m ( ') ' ' '/ f�.. UGP - (GROUND) 6'(W)DBLDOOR (GROUND) FFE=693.43' RELOCATE \ 1,\ \ \ \ \\ \ \I \I \ \ \\ \ \ ' ' /.. / _ _ ADJUST INLET TOP PER FINAL GRADES PLANTER(TYP) \ % STAIR WALL \ I 1 • ' x. / I SO LEVEL i FFE=693.40' LEVEL 1 ELECTRIC BOX \ I_ - _ _ _ - _ \ \ \ \ \ ` \ \ \ \ \\ ` 1 1\ \ \ \\� \� \\ ','.� - � SD INLET BL LEVEL 1 BLOEL I ` \ \ \ \ \ \ I \ \ \ 6' (W) DBL. DOOR / \ \ \ \ \ \ \\ \ I \ \\ � © I r FFE=693.43' i _ ` \ \ \ \ \ \ 1 \ I \ \\ .\\ I \ / (p I /- BAEM-FLEW. . � • > I INV. OUT=68Z30' 12"HOPE 6' (W) DBL. DOOR y - _ _ - _ _ ` - _ _ _ - _ _ \ \ \ \ \ \ \ \ \ \ \ \ \\ 1 I 1 \�\ \ \\ \ / \ I \\ I I / / PiE / ` PROTECT COOLING TOWER AND TRANSFORMER DURING CONSTRUCTION. COOLING FFE=693.43' 3'(w) DOOR (3ylo"DEC ` \ \ \ \ \ \ \ \I \� \ \\ � t- ... I _ ELEC/ _ - \ \ \ \ \ \ 1 _ \ \\ N / r COOLING FFE=693.62' \ \ \ \ \ \ \ �� _ \ ` \ 1 \ \ \ APPROXIMATE LOC 1 \ \ / / " ' / _ _ l>� _ _ TOWER ON TOWER TO BE REMOVED AND TURNED OVER TO OWNER ONCE GEOTHERMAL SYSTEM \ .. \ \ 1 �\\ \ \ \ \ \ \ \ \ �� 6sL _ _ _ \/ �\. \ EX FIBER OPTICS VAULT. \ \ ��/� - _ CONC. PAD IS INSTALLED AND ONLINE. REFER TO ARCH/MEP PLANS FOR ADDITIONAL DETAILS. TMP 56-64E RELOCATE REjjp�J\/II �I'I.. \ I I I14.'I,'t'.'.'. • ' \ \ I I \ \ \ \ \ \ \ \ z \\\ \ \ � � \ \ \ \ \I I 1\\ \\ X \ - ' - - APPROX. LOC FIRE AND DOMESTIC WATER LINES TO BE REMOVED AND REPLACED AS COUNTY SCHOOL BOARD OF DOWNSPOUT (SEE F.ENCE.', .. • I 1 \ \ I I \ \ CF 7' \ .I IS \ \ CONTRACTOR TO VERIFY APPo�X L _ FI _ _ _ - - I ... ' . ' . ' . ....... ... 1 I \ " ^r \ \ \ \ \ \ \ \ N e@&q�/�®(V/#jLTS, I / ','.'.{ •/' •'7•, � - NECESSARY TO ALLOW FOR KITCHEN ADDITION CONSTRUCTION. CONTRACTOR SHALL ALBEMARLE COUNTY, V/RGIN/A ARCH PLANS) , , . ) , . I 1 I I 1 \I 1 l I \ \ \\mZ� \ \ y\\ S�j I \ / �\ BAC Vr/4tRWg�TER, \\ 1 / /`' •�'! • /(2J INTR.• / / - - - COORDINATE WITH SCHOOL TO ENSURE SERVICE IS MAINTAINED WHILE SCHOOL IS IN USE DB. 1044, PG. 498 I I I I I I I \ \ \ o m\\ \ T \ � I \ y \ VAULT§ - APF'ROXf C.. XB, I, I CONC 'Ll1 I I I 1 1 \ \ Z O \ \ I HYDRANT AND PIV PER / %'. / � / / 1 RELOCATE ROOF DRAIN. REFER TO ARCH/MEP PLANS DB. 1098, PG. 703 " /'.. 1 1 \ \ \ \ \ .� h r \ I�\� \ \ ! I . / , / 6' W) DBL. DOOR STAIRS / . .. ' . a 1 1 I I I I \ \ \ , \ \ \ \\ 1 "r I \ \ \ AP�//LPLAN - '/ / / / .... i / / / ( ZONED: RA (RURAL AREAS) W/RAIL ..'...:...:. ...........'....... .w \ \ %' \ I I I / ...� / / / FFE=70233' MULTI -LEVEL RE OVE A T$ALL,'.'.' I I I \ \ \ \ \ \ \. \ \ \ I I I \ EX CO LE / I / I • ' ' • / I / y l REMOVE CONCRETE PAD MASONRY, BLOCK& FRAME ,'. G •S ', •,' ' 1 I \ \ \ \ I \ \ \ \ \ .\ � / / ` . \ I \ \ 1 CONTRACTOR T`�` � - I �' / / // I SCHOOL FACILITY 1 1 I I I ` \ \ \ \ \ / / \ \ \ \ \ h1MM,'rr IN f II/ AP) C. EXISTING REMOVE OIL TANK AND ASSOC. UTILITIES (SEE NOTE) qL. G I I I 1 \ \ \ \ \ \�\\\\ / / / \ \ \\ \ , 1 LOCATION PR� ..., . I I \e l ,/ .. - UN PUEL$INE CROZETE.S. .... 4 1 I I I 1 I \ \ \ \ \ \ \ I \ / / / \ \ \\ \ \ \\ 1 ,7� (1407 CROZETAVENUE) 1 1 I \ \ I \ / / / \\ \ \ 1 CONSTRUCTION. / r I i7F / / REMOVE CONCRETE PAD .. . ./, / 1 1 \ 6'(lN)OBL. DOOR �`..','.', I \ I I I \ 1 \ / 1 \ \ 91t' / FFE=702.35' 6' (W) DBL. 6' (W) DBL. DOOR , ' . . \ • .ASPHALT' . . . . I I \ 1 \ 1 \ \ I \ ` /` // \ \ \ \ \ \ \ ` \\ 1 / I I/ / ,/, �. / . // I / DOOR FFE=704.32' . .. 1 \I R�M VEI SIGN (2)I \ \ \ M !__,�, \ \ / \\ \ \ \ \\ \\ \ 11 15'WLOTH UN ERGRO ND / I ' / . • I I \ RELOCATE 6'(W)OBL. DOOR REMOVE coNC. t�9 11 I I BALS TBALLI I 1 To -s, .sfi 4 \ \ \ \ . \ \ \ 1 1 UTILITYEASEMEN FOR VIR IN I/ / // j / ` UTILITIES \ GONC. STEPS FFE=704.30' PORTION OF \ CONCRETE STAIRS • . ,. *• Q I I GUA 1 I I \ INV.)N-664.93'8' V N) '� \\ \ \ \ \\ \ \ ELECTRIC WER COM NY I \ PINE 2 TREADS, , '\ / ' / / REL ATE R F 3R/SERS CONCRETE DEMO ONLY STAIRS I 1 \ OB. 1 f01 P . 3f0 I OC QQ CANOPY • • I I I I I \ INV. l/�=664.87' 8" VC \ l \ \\ \ \ ' \ \\ \\ \ 1 \ I DRAIN IF ADD. ALTERNATE 3 IS 1 PR0)TEOT TREF�S \ lNVr-ssa.8a ev \ \\\ \ I 1 \ \ \ / / / II I .. . /O OF. .'. \ �` ` CHOSEN 3' W DOOR I I I \ I I 1\ `\ A R'X.\KREAS tj \ \ \ \ \ ` \ �\ N. '.'.I. Il 3' W)OBL. w ` ` ( ) = II I N / S \ \ \ P I ' . • . ' . ' . - - - - - FFE=693.55' - _ - II / 1 1 \ / 5 / II ERLINE, ./. DOOR --- �`� `� ----- �� \_ - I I I 1 I \ 1 \� E PLA TI W P _ r \ I I I KET liE $4SED ./I i �CONC. _ 11 l \ H / / I I .ONA SA,G/S'....,...,ff� ...'.I \\ �\� \ \ �`� �� WALL _ _ _ - - _ _ ` / ! 1 \ \ \ \ 1 1 II I I ....... V •.I ' i... :.C. i \ s'(w)_ _ _ _ , _ - _ ` _ \ \ REMOVE ASHPALT/ I I I I I \ \ \ _ 1 1 - aA� REMOVE \ / / / EMOVE C NC ETE I I I :..�... .. , ' I... I \/ \ \ ` ` ` ` ` CONCRETE coNc. _ - _ _ _ \ ` = � OSK SPORT COURT, `, I I I r I I I I \ \\ \. . \III \ � � \ \I 1 11 \ \ ` \`�``\`�`�\`\` `� ` / PROTECT EXISTING STAIRS _ _ ` \\ LIRT-' /I I 1 I I I ` \ `\ \\ J \ 1 \ \11 \ \ SID LK & URB r. \ \ RELOCATE (2) DUMPSTERS 1 coNc� _ \ ` _ \ \ / a I \ .'.'.'.'.'. � I \ I REMOVE WALL _ . \ ; ` \.; \ \ / / SIDEWALK � \ ERSION I I > REMO, �.'.' • ., ' ' I � _ _ _ _ _ \ \ CONCRETF� \ ` _ _ / .\ \ . TREES TO REMAIN I - \ \ / � / I = CONC IV / / / I I I \ \ I \ 1 1 11 1 \ _ I \ \ \ \ \ \ `i I / / 1 / I l \\ \\ W/MHD lV �T \ 1\ 1 1 1\ \\ \ S 0 I I . $I _ -789 CONC. ♦ �'\ ` I i .v: , \ / / I TAP 677 1 1 1 I I . . \ 1'n� \ " SWK `� `� ` `� i b b CT H ` \ \ \ - , 7 / 1 \ I ` mil` \ \ \ \ roP=ss8.o5' 1 ` . REMOVE PORTION a . ��q,�I I \ ` ` ` ` ` ` . ' �ylYltlirE' �V\\ \ ` r I / l \ � '\', 1 \ \ \ 1 I \ \ \ I INV. IN=680.35' "bVC I , I �1Si PINE _ _ \ - - - - \ \ \ ` \ - \ \\ 1 \\ \ \ \\\\ I I', .I 12"DEC 8"'BEC 8"DEC \ `� OF CURB \ \ \.� :.: ::. 1,;, \ \ I / I \ / / \ \ \ \ INV. OUT=680. ' 1>I"PVC \ I `\\ I I \ Ih I I ,'. j. \ CON SWK ` `��\��\�\�\`�`�`� ` `; ` \ ` ``\`; ``\`�; �\`�`�; \��`�; \��`�; \��`�\� �`�\�\��`�`� `\`�\��` `\��`\ / I \ '`; ;:�:�:\:�\�\ \\ \ I I/ ) I 1 \ \ \^ I I / .\ , \ \ \ \ \ REMOVE/RELO ATE18" , I III I I \\ \` \\ \ \ ` \` `\\a` �` `\`\`\\`\`\`�\\`-\`\`\\\`\`,`�\`\` \\`�`,`\\\`,` � ` `�`�\` `� CURB \ \ \\ \.\\;�*� \ I I / I i I I/ \\ \ \ \ \ I \\ 1 , \i \ 11 11 \ \ \ \ \ \\ \\ \ \ WAT RLINE AND ASSO IATED I I I � IACSA EAS MENT) I I I .......\ �..... EP .I...... \ \ En I :..:..... .'.SAWCUT ... _ I / t I \\ I I \ \\ I \\ \ \ \\\\ `\\\\ \ I I I I I \.. \........• ..'.. ,'SAINCU7.• ' \ \\ :\'\GLRB.(TYP'.�'\ \.� \ I I I I I \ \ 1 rT \ \ \ ` \ . \ ...... . 1 \ \ \\ \\ \\ \ \�\ \\\ \ \ \\ \\ \ \ I I I I/ P I I I REMOVE .. 'RE . .. w� - .. ~' \: \ I I L. I. I SD CURB INLIET W/GRA E AI / I I GLI(�YP.]�.... - _ - - - 1 ' \ : \. \ \ \A:,::.\ \ 1 1 \ \ \ \ \ \ lN.our=s�z.37.15"R I /I 1 ....AQV.E'. . .\..,.•. \REMOVE CONCRETE b b - I', . \ F�E�dOY4\ \ \ .,-:-\: \ \ �\ \ \ \ \ \ \\ \ \ \ \ \ \ PROTECT FLAGPOLE TP ` \�. \ ` I I I I / I • •. \ 8 8„ b 8„ �. bd �T 4 �" b 8„ \ _ _ - - _ / -� d b _' i �eLW'" o_Se2Cr'_V \: y. .Y: : • : • \ \ ` \ \ \ \ \ \ \ \ \ \ -r 5•A-d v UGP UG t" UGP UGP r ; C. \ \ \ \ \ I / \ 1 SIGNS . .. \ .. _ y _ _ - - - \ P_ 1 R \ . \ 1,5"RCP'.. CONC.SWK \ rC-URB sC'ONL�SWK -_ �•. I I . .:\::\. \': \ \ ` \ \ \ \ \ \ `\ \ 15" RCP ~ I I I a I b REMbVH:9fiOR \ \\ \\ RfzMOVECZ}NCRETE `\ \ \ \\ \ \ \ \ I I 1 I s i INLETTOP, 1 \ \' \ \: \ \ \ \ FLgMEAND DRAIN PIPE \ \ \ \ \ 1 "DEC N�T 1:;:;. \ \ \ ADJUST INLE TOP 1 1 _ \ \ \ \ PER INAL I I .. r8' \. •\ \ \ \ \ \ \ \ I \ \\ I GF2ADING PLAN I I RELO ATE' '.'. .. ..'....'.'...:.:.... .....I... -- I II I I I .P WER','. SD'CUR9.INLET W/MW4'. RB /NLETW/MHD ;'\:;).' \ \ \ \\ \ \ \ `\ \\ \ \\ \\ \\ \\ mn '\ 1 \ I I II 1 LINE.'. /. . . . . .'.'0•,'.'. TOP-61. 2'.'.'. .i . . . . - I • . •TOP=69&53'• \, HIi�NS\ \ I I I I I I y�',', ./.. _ . , .'.INI(-9691.92 ,>'S"t7CP'. L`/=68$:58'15"Y2C,P.'.'.'.'.'... ... \ \ \ \ \ \ \ \ \\ ` \ \ \ \ \ \ z \\ 1 I II 1 ••�9�. II iNV.'OUT=691:87'f15'17CP.'. I:: \: \(VANA LOPS \ \ \ \ \ \ \ \. I Z I I ` .'I'. . . 1'zb"6,33 5"RCP\ I \ \ \ ` \ \ \ \ A \\ \ m I / I 1/ I F ;..REM'OVE ...HAL'T.',.. ... • ASPHgLT..':j::..:..'I 1 \ :..... - I I I I I I I 1 \ ` \ \� \ \ \ \ \\ \ \ 1Zk I;::I: I I I \ \ \:•::::::t:; I I I I I I I I I \ \ \ \ \ \\ \\ \ \ / \\\ I �".. I I I I I \ \ `\ \ \ \ \ I II II /( �I I I I .('•., ,-- •. / . .,., o/ I \ ' / ..'....:;....,.'\: I I I I I I I \\ \ \ \ `\ \ \ \ \ \ \\\ \\\\ 1 I% I 1 ... r i F0 CC �i::::r I I I I I 1 I \ \ \ \ \ \ \ II I J 1 /'- - \ . "DEC \ \ v - : : :•.,:•.. ::::/ � I I I \ \ \ \ \' \ \ /P I I I I I \ \ ','. l ...... ....'.' 1 � r- 1 ;:'/ I I I I I I I i \ �\ \ \ \ \ \\ I I I, 1 r I x I I - / dO RELOCATE C RB RE OVE EXIS ING SHRUBS AS NE ESSARYT \ ` CURB - I � / I I I I I \ \ \ ` \ \ 1 \ I.' :':':'.' :.'. v o \ RELOCATE P •... 1 \ I , I REMOVE 1, / I I I I I PROTECT \ ` \ \ \ \ \ \\ �\ _ _ _ POWER LI F(YINSTALL PROPOSEp P NGS \ PbWER'LINE �a / r I I \ TREES ` \ \ Z I _ - I I I I RELOCATE u � - - 1E _ - - _ 12_DEC -CRETE _ I I \ \ \\ \ \ \ \ FF I \ ti 12D---- \ _- / CU B(IYP.) I / / / 1 1 I O I \ \ \ \ \ -} UGP- U -+- - - UGP- UG -UGP- - I9 UG UGP- / / I I I \ \ \ \ \ \ I I II LIGHT POLE SAWCUT I I 'REMOVE SIDEWALK I \ _ _ ` �I 1T I AI a / \ '. '. . / \ l CURB I \ 12" DEC CURB. ' 1 \.\.. I // / /I I I I I l _\ _ - \ -T� \ \ \ \ \ \\ I I j � 7 . . . . %. .'.. . . . . . . . . . . '. / • . . . . _ - x I .. I ......' REMOVE TVIONUMENT'..... .;.:I... •... ..','.'...'.'.:.'. REMOVE CON RETE I �'' %.'. 6 .......... �...' �.'...'... / / �i' -1-+ t \ \ \ \ d"P I �...... \ / - \ \ 1 CU TYP. / /.:....... •... _ / _ _$IGN.'... ../ !... �.' T 1 I I J� I ` \ I ....I..'.....'..'.. _ ..�... �, ..:. ' .. :. _ 1/ I I 1 I I I II \ \ \ \ O��N KP D \ - I I.... . ... '.'... I I /. ........ ,'I,'.'...... '.'I REMOVE ASPHALT ' .. 75',FROIV SETBACK . . .'� A. I / I /REMOOVE �IGN� 1 I I I \ \ \ \ 1 \ \ \ \ \ \\ \ \ . I I I I / \ \ \ \ \ \ I - / ,".'� '.I \ .ER. _ II II I / 1 1 1 1 I \\ \ \ \ \ \\ `\ `\ \\\�\\\\ -Y _� O CURB //,. /// / / I i i II I 1 \ \\ \\ \ \` \\ \\ \ \ \\\\\ I Z I - - Ix F OVE o CURB / REMOVE I I / / / \ \ \ \ \ \ `\ \\\ \\ D I _ , I \-' l ra IGNS _ _ ' \ SIGN / REMOVE, / I' / / / I 1 1 \ \ \ \ \ \ \ \ - �9- - - - - - ' ' / ' - 1 / CONCRETE CURS / I / / / 1 \ \ \ \ \ \ \ \ \ / s / / / / PROTt6 TREES \ \ o r. / (TYW.) / / \ 1 \ o \ \ \ �\ I I 1 � uWj r � \ � � 1 1 PFdOTE(�T TREES \ I I _ __ _ _ \ I I I ~ I REMOVE CONCRETE / I I / I I I I I \ \\\ o ` \ \ I I I --�1� I t 3'I-- --- - - �TBO� _ � "' �i `////NA . `\SIDEWALK&CURB ) // I I/ I /l I 1 I , \ \` j� \ \ O `�\\ \ _ _ _ _ _ _ I II II - I `� I N - -- -------------- REMOVE 18"peC\ // / // rI /I I/ 1 1 I 1, � \I \ \ / ) � M\ \ _ _4 _�__---------_CONERETECUREI \ I / / / / / / // -I / / I \ I / \ CI ` ' ` ` II I I I I - - - - - _ _ - - - - - -� _ - - - - - - - - - - - - - ` r \ \ _ _ / / / - \ ^� / / _ / - ' / - ' / / i / / / \/ / / / r ' / 1 / 'I' \6w A \ INV 681/56' � ' �I - I I I - I _ - / ' / - - - - - yq _ 20' W�ATERL/NE EASEMENT / I / \ / - - ' ' ( / / I p, p� / / ' y I I ' I 1 \ ai y 1L,1 L \ FOR LBEM�4RLE COUNTY \ / / / i i.W' / I 8"D C / \ - - II r _ \ yt.Zp _ _ \ \ SERVICB AUTHOR/TY \ m / / - - ' ' = - _ - I - - - ' - - / / I i I - - - - - - - - - I I I1 I I I- I / - / 1 � � _ _ / DB. 1463, PG. 28 I U / ( / � \ i - - ( - ' ' ' r - ( - / i � - - _ - „Dt ' / il6 EC / j I I / \ 8 / I / \ \ / ; OPPiE NOT T / / _ I 0-___1 r \\ - - / - �' / r - - r i i \ E - - ND 11-1 -/' II _ -= I - ' / Oyn .. '� \ \ I I / / - - ' - _ � - ' - r - - - �6"fJEC - _ - - - - ' - - _ -� °t�i / AP�Rt1`.. TREE - /7- - - / / - - /\' C/- - ' /_� i / G - - _ � i- I I / \ }- �( - '� / / 1 },,g� \ I 1 I I / / \ 6"DEG - -I' r i _ _ - 6"DEC / - - �� - - - - - - - _ / OR/PLINE (TYP;) / - i - '- . _ 1 i �` - - I / \ S,A,� I �` 8"DEC l / I I I / / /\- _/-' / / / _ -\ / / r�� - _Z - - - �_�� "�- / / - _ _ _ - - - MILL & O I I I kD,E I / 8�"DEC 1- � I �rUFO� �-® T 1,CMP / / - - - - �� - - -_- �r __ - _ _ - -.- - � \ VERLAY - - - -III1I-1\ /� / \ 12"DEC / - - - - _ _ _ _ I I / - r I I-!NF<(OU%)=694_1- - r- / � �; - - _ - - J� .. _ . - _ _ _ _ _ _ _ _ - - - _ _ _ - _ - _ - - \ I I / � 1�N \ l I I / I 1 - ��_�---- _ -� ___ _ __ __ I �685- - I �� / �- d -/ 1 APPROX TREE / / / I I l i f� _ - -� - - - - - \ ` \ - \ . 1 I I \ ,- - - / I DR/PLINE(TYP.) / / 15^/CINP _ = - - _ _ _ _ - - I \ ` - I REMOVE ASPHALT I m \ I / - VARIABLE WIDTH POLE LINE I INV.(1N) 698.05Y _ 1, I- � I I. . I I I / - EASEMENT FOR VIRG/NIA t I I - --_ - - REMOVE AND i2EP6ACE ADA RAMP \ - r ' ELECTRIC POWER COMPANY \ / I / / / // / // - _ - I O I EXI�STiNG SIGNAL POSO.♦\EMAIN. ` \ \ \ \ \ \ ��, �� `\ i I �� If \ I ill O - - \ � - OB. 1101, PG. 3f0 I _ - I j - - EP \ \ \ \ � I \_ \ \ \ / / \ I /r.�/� / --- I h \ \ \ \ � \ a, \ \ I. , SAWCUT I I\ I - / � REMOVE EXISTING I 1 / - / /- /_ < � I l� \ \ \ \ - \\ \ CED AS / s _ 1CA-F/E-�ON I - r - - _ / , \ ST IPIN I'. I _ - I I / I I / I 6 � -/ - - I r � / / / / \ \ REMOb1E \ \ \ \ \ I -' I I / GATE _ r r r - _ SAW1CUT STRIPING \ ` \ \ \ � � � \ / I I I \ I 1 I I I I � / ---'- \ STOPBAfY \ \ cD \\ \ \� �I / NECESSARY EP __--______ K&QURB �l I` I _ - TO REMAIf� \ \ \ \ _ " I I I / / / _ 6HRB \ \ \ _ - - - ` T ::..: \ \ -\ `Q \ I \ � UFO � 1 ` I \ \\ e i �_ - -I- yy0� ___ ____'--_------- \ 0 1 / I 1 I / / / \ CONC.�_� 1 / /- \/_ ZCr \ --1 - ---- ----------- \\ `\ �j \ l l I I / / l `/ 1 \ _ UFO /= xj -OtIP' _ - EP r O / / _ r� ` Iy i � I` - - _ _ - - dy0 - - - - - - - - - - - \ ` \ \ \ \ I // I / \ \ ® _ \_ UFO ` I I T / OHP / �I \\I _�--------------------�=dH \\ \` 1 I\ 1 /\ )� ) 1 / �EP \ I ` \ \��UFO� _ _ r' ��I/ II 6HP- I� fI- - - -- - - - � � r_ _ _ \ _ , - dHO \ \ STATE ROUTE 810 ,r ROZET AVENUE II \ / / / / I 1 I \\ \ \ -� _� \ , / / - �SAN / / CURB \ _ t{FO� _----_=_--` �� / -OHP (VAR. VJID'rH �8/`I) / / \ ` \ - _ � UFO � � _ _ _ -ter - -` ,� -� / I I oNP LEGEND: (L GRAVEL dH0 ` DB. 1096 PG. 741 I / I I EP / I \ \ �\-UFO . T _ _ _ \_ _ _ <_ ` y ` / / - / / OH ENTR. / MHS / I I / / C&G , --_<_=Z- _ �'� �� 1 O ' i' / EP / TOP=704.>4' MILL&OVERLAY HO / / _ \ �UFo\ ___L __-� �l � � 1 I qs I oNP� / INV. 1N=692.25' \ / _/ - _ _ 'N 6Hp INV. OUT92. / �W ` \ _ - - - - \ \I I I REMOVE CONCRETE / � d \1 �� __---_ �r r I I I MHD /1 / I 15"R _-=�_-��--____ / / � � � EP / L I I �_ z = _ � \- / 7 , / / 1 1 I_� P=688.72' 11 zi _ ` ` / ,$� / INV. 1N=68526' >8"HDPE / 9.IPINP''r0� / / C& ` I 11 I -_-__ �� - - - -- I I I\ `\ / r45 / SD CURB/NLETW/MHD INV.oUT=683.>4'18"HDPE `� .` REMOVE CONCRETE REPLACED AS / I -a I - - _ - - _ _ - _ _ l I ` O / / TOP=688.38' `\ `� NECESSARY \ \ / - O _ - ` /- ' _ - ' - 1 I I ` � \ NOTES: (ADD ALTERNATE) I \ / � � - -' _ - - I \ \ ` 1. PRIOR TO THE START OF DEMOLITION, CONTRACTOR SHALL VERIFY THE DEPTH AND LOCATION OF ALL UTILITY \ \ CONC. SWK - � ` _ \ \ / / dH0` I Imo/ i I OH� // LINES THAT ARE TO BE REMOVED OR RELOCATED, ADJACENT TO EXISTING SCHOOL BUILDING. CONTRACTOR � �- - - - - - - _ _ - I _ d I / / REMOVE ASPHALT L - - _ _ _ - _ _ I SHALL COORDINATE WITH OWNER'S REPRESENTATIVE TO HAVE PRIVATE UTILITIES LOCATED. CONTRACTOR CEP Q s _ _ _ _ �05� � \ \ \ _ _ _ - - r I j / I OH I / / SHALL NOTIFY THE ENGINEER UPON DISCOVERY OF ANY DISCREPANCY BETWEEN FIELD CONDITIONS AND £8 OVN 1111111 _El _ _ _ SD-CURSINLELw1&'�4 \ - , l r `/'N� I I CONSTRUCTION DOCUMENTS. C&G --- - - - -- --------------- I I I / - - - - ---------------------T9P=70ZM�'�FJ ` \ I I / ® REMOVE GRAVEL / �_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ y c�rlkss4 12 15 13CP , - , ' - _ _ _ - I 1 - / I / 2. CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT SCHOOL PROPERTY TO INCLUDE BUT IS NOT / _ _ _ _ _ _ _ _ _ _ _ _ _ - _ - - - - - - - \ \ \\ \ \- ` I - - - \ \ ' , / / LIMITED TO SIGNAGE, BENCHES AND OTHER EQUIPMENT. ITEMS THAT CAN BE MOVED SHALL BE RETURNED TO CONC. SWK _ _ _ _ _ _ _ � _ _ _ _ _ _ \) ` \ ` \ \ \ I / I / MHD OWNERSHIP FOR STORAGE DURING CONSTRUCTION. - _ _ _ _ - _ - _ _ _ - _ _ _ _ _ _ _ \ s� \ \__-- / r 1' 15" .77' MILL &OVERLAY _ - - - - -�__ - - - - - - - -- - - - - � �_ _ _ -_' - - - \ \ \ \ \ \. I / INV. OUT=691.62' 18"HDPE 4. ALL MISCELLANEOUS EQUIPMENT NOTED TO BE RELOCATED SHALL BE RETURNED TO THE OWNER. CONTRACTOR .- W -_ - - - -- - - - - - - -- - - - ---_- _ _ _ - - - - - _ �_ _ - ' - - ' k y \ \ \ SHALL COORDINATE WITH OWNER ON FINAL LOCATION OF ALL NOTED EQUIPMENT. SCALE 1"=20' -_ _ _ _ _ _ _ _ - ' _ _ _ - - - - _ _ - - _-_ _ _ - ' - - - a a° 5. PRIOR TO THE REMOVAL THE UNDERGROUND FUEL TANK AND ASSOCIATED UTILITIES, CONTRACTOR SHALL x REMOVE TREE _ - - - ' - I �1 - - - I ° ' STEEPSLOPES SO INLET (GRATE) PROVIDE A TEMPORARY ABOVE GROUND TANK FOR USE DURING THE WINTER MONTHS OF CONSTRUCTION. 0 20, 40' - r - - - -709- - - - / - - _ _ ' - (MANAGED) TOP=7o0.09' UNDERGROUND TANK SHOULD BE REMOVED PRIOR TO THE START OF CONSTRUCTION OF THE KITCHEN lNV /N=694.04' 15"RCP ADDITION. CONTRACTOR SHALL FOLLOW ALL REGULATIONS ASSOCIATED WITH THE REMOVAL AND DISPOSAL OF ------- SAW CUT b 4 INV OUT=693.94' 15" RCP THE UNDERGROUND FUEL TANK AND COORDINATE WITH ALL REGULATORY AGENCIES ACCORDINGLY. V AA D ( ) VMDO Architects vmdo.com 434.296.5684 200 E Market Street 2000 Pennsylvania Ave NW Ste 7000 Charlottesville, VA 22902 Washington, DC 20006 `000000, • 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 4t717� Checked By Designed By Drawn By cyan D. Cichocki 'Z Lie. No. 53741 � B. CICHOCKI K. ROESER K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 6 WPOAMENDMENT#1 28.MAY.2021 7 WPO AMENDMENT #2 24.AUG.2022 8 MINOR SITE PLAN AMENDMENT #1 24.AUG.2022 9 MINOR SITE PLAN AMENDMENT #1 RESUB. 24.00T.2022 10 MINOR SITE PLAN AMENDMENT #1 RESUB. 3.JAN.2023 DEMOLITION PLAN C2n2 I \ ROCK I I 1 coAL \ \ I NOTES: \\ARMOR 1. PRIOR TO THE START OF DEMOLITION, CONTRACTOR SHALL VERIFY THE DEPTH AND LOCATION OF ALL UTILITY LINES THAT ARE TO BE REMOVED OR RELOCATED, ADJACENT TO EXISTING SCHOOL BUILDING. CONTRACTOR SHALL COORDINATE WITH OWNER'S I 1 \ I REPRESENTATIVE TO HAVE PRIVATE UTILITIES LOCATED. CONTRACTOR SHALL NOTIFY THE ENGINEER UPON DISCOVERY OF ANY DISCREPANCY BETWEEN FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS. 2. CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT SCHOOL PROPERTY TO \ ` INCLUDE BUT IS NOT LIMITED TO SIGNAGE, BENCHES AND OTHER EQUIPMENT. ITEMS THAT ` CAN BE MOVED SHALL BE RETURNED TO OWNERSHIP FOR STORAGE DURING CONSTRUCTION. ROCKARM�R \ 1 I \ II \ \ I I 3. ALL SIGNS THAT ARE TO BE REMOVED SHALL BE RETURNED TO OWNERSHIP. SCALE 1"=20' 4. ALL MISCELLANEOUS EQUIPMENT NOTED TO BE RELOCATED SHALL BE RETURNED TO THE I \ \ \ \ \ \ 1 \ \ \ \ I I OWNER. CONTRACTOR SHALL COORDINATE WITH OWNER ON FINAL LOCATION OF ALL NOTED 1 I ' ! 0 20' 40' EQUIPMENT. 5. PRIOR TO THE REMOVAL THE UNDERGROUND FUEL TANK AND ASSOCIATED UTILITIES, CONTRACTOR SHALL PROVIDE A TEMPORARY ABOVE GROUND TANK FOR USE DURING THE ____ _ \ \ I \ \ I I _ J _ \ \ \\ \ \ 1 II \ \ I I I r ^ / WINTER MONTHS CONSTRUCTION. PRIOR E STARTOF CONST UCTION OFTHE KITCHEN ADDIIT ON CONTRACTOR SHALL FOL HOW ALL REGULATIONS ASSOCIATED WITH THE REMOVAL AND DISPOSAL OF THE UNDERGROUND FUEL TANK AND COORDINATE WITH ALL REGULATORY AGENCIES ACCORDINGLY. �J��j�J 7'-'� I I I 1 I I 1 (3) TENNIS COURTS (36'x 18) w if I I I I I v.«rh¢ae� I I I \ I I I I I 2 I I I \ 1 1 I I I I I I I / // � / ,/ / // // �',/,/ // s:•G '.u:" I I \ \ 1 1 I I I I I I I I / I / // / l <.•,.. wzs I GRAV�L LANEII I I I I I 1 I I 1 I I / , / / //// ie' k, I ie•� av' BLI I I / / OCK RATAN/NG I/// / / DIVERSION STRUCTURE WALL 1.0',IWJ NTS REMOVE FENCE LEGEND: REMOVE CONCRETE REMOVE CONCRETE (ADD ALTERNATE) REMOVE ASPHALT REMOVE GRAVEL MILL & OVERLAY REMOVE TREE SAW CUT SEE SHEET C2.2 FOR EXISTING CONCRETE DIVERSION STRUCTURE. DETAIL PROVIDED FROM PLANS DATED 8/22/1988. e I ` \ I I V/ EXISTING DIVERSION STRUCTURE % x \1 I I I \ \ /\ \ ( I No Scale/— I r \ 1 I I m \ cp ` \ I / / / MHS W TOP=670.43' r INV IN=663.21' 8"PVC (W) \ \ WOOD BOARD FE\N\ CE 1 / (_INVOUT=66278' 8'PVC 1O STEEPSLOPES MHS (MANAGED) TOP=670.62' INV. IN=663.56'8"PVC INV OUT=e 09'8"PVC - REMOVE MEN 1 \p \\ \�\ \y 1 II (n I \ I \ II I I I I I I I IMP 56-64E \\ I I I I I I I COUNTY SCHOOL BOARD OF 1 \\ I I I I I I \\ \ \\ \\ 9 \I 1 \\! ALBEMARLE COUNTY, VIRGINIA DB. 1044, PG. 498 DB. 1098, PG. 703 ZONED. RA (RURAL AREAS) ul MHS \ \ 1 I I l I I I I I I \ I TOP=677.62' INV. /N=670.82' 8" PVC \ \I 11 11 I 1 I ) I I I I 11 ---- II INV. OUT=670.54' 8" PVC I RELOCATE I GOAL ELECTRIC PANEL /1 PROTECT EXISTING APPROX TREE TREES TO / / 1 \ \ o \ \ ♦` \ \ OR/PLINE(TYP.J MA1[`1 , � \ / �� \ ` ` \ \ \ 1 z 1 8"PE I / \ k \ \ \ \ 15"DEC yA \ I I I I I ....EP , / REMOVE / tt I / RELOCIATESH D SE I / / 1 __--------- \ 1/ 2 � STIEEPA PES I 112 I I / — — — 1� 1 \ �\ _ - f . PROTECT E ISYING \ \\ \ \ \ \\ \ \ \ \ I (MANAG 1 8'x8' SHEEIAL1.0 FO NE I / S REMOVE PLASTIC / — / — — — — \ \ \ \ / \ / 12"D& BORDER _ TREES�QREIAAIN \ \ \ \ SHED LOCATION I \ \ \ + \ \ \ :! : \ \ \ 1 I I .... / < I I I / m 1 I — — � —.. �•-i�� . — , \ — — — � � � � �-SFE sLQPEs :;\:. (/ % /MTL. \ - - - -- --- ---- - - - -� 2 \ \ \ ` \ \ \ \ \ \\ 1 \\ \ \ c \�:: •\;. , \ iI I I / / / MS d / BENC \ J \ \ 6- \ \ \\ \ \\ \ \ \\ 8"DEC I \ I \ \ 1 \ I� Ate/ / STEEP SLOPES I / + BE / _ / / /MULCH (MANAGED) I \ MTL./\ \ \ \ ` \ \ \ \ \ ` \ \ \ `\ I I I\ \\ \ . . . / I I C9/ / ` + / / PLAYA A� \--BE H I 12" DEZ'\ ... / / � — RA , Cr 71 \ (SWINGS) \ \: : • : • .... / < \ ,\ /7 RELOCATE — /% / \ I I 1 \ \ \ \ \ \ \ .. RELOCATE / I ♦?EMOb STING BENCH \ 1 \ \ \ \ \ / ' q PE9 / ADJUST AME RAOK \ BENCH 15"D c 15"DEC BENCH I6" \ BIO ET NTI N PACILI \ MULCHPLAYAREA \ E\ \��\\\J \ 1 \ \ \ 1 \ \ 1 I / I I y\ c N-L1 (SET W/SLIDES) (RAMP)' / TO MATCH FINAV �� EC \ I \ FENC \ I (RAM?) GRADE / RELOCATE EQUIPMENT I \ \ I EQUIPMENT /i \ \ \ \ \ \ \ \ \ \ 1 Z 1 \ \ \ \ \ \ I PLASTIC TO REMAIN (SEE LANDSCAPE PLANS) 1 • ... .. y ISWMIBIO O=686.77' I \ \ \ So � Co=686.54' I \ \ D3y.(kv) / / ( ( RELOCATE EQUIP // II 1q J T \ \ \ \\ \ `\ f0"DEC's\ I I I \ \ _� 1'. ..,...�P,..'./.PLAST/C..•.,.,. / (SEE LANDSCAPEPLAN\S \ 77 \ \ \ ,/, ' ' . ' . BORDER • \ I .. • / I — — �ZEL-ORATE . •.ASPHALT; %` REN1O\FE C.UL.VERT PIPE .o . ' . ' . ' . ' . ' / MULCH I I \ \ \ STEEP SLOPES — f :I; :cp.:/ / I I , \ \ \ BEDdI'CH / '. '.0 /• , \ \ \ \ \ \ �\ CRITICAL SLOPES — II I (; : 1 / . 1.a I \� 0 !W) .ASPHALT • ', '. ' I (✓ GYMREA / y I \\ \ \ \ \ \ \ \ \ \\ \ ( ) t 1. I I ` \ \ \ \ / j %.•. C f 1 1 4"DEC / . \ \ \ \ REMOVE( �J \ /---12"RCP - JzOCKfIRMOR.'. l REMO E \ PLASTIC 10 DE — -- \ _ — NL= 80.44' 6B?— REMOVE ROCKAR _R- — 1:: I 1 \ �\ \ �'• / p _ _ _ _ 4 \ \ \ \ \ \ \ \ \ \ \ \\ I z 1:c1/I , / Y BIORETENTION FACT T L _ \ I I S1'C\,NS \ \ \ BORDER 5 / % . _ I _ _ _ _ _ _ _ _ — _ RE OV�P STIC \ \ BORDER \ / C - \\ \ \ - t2 ReP \ cHNC15-NK _ \. \� \ \ \\` \\\ \\\ \\ \\\\\ 11 ma\ IMV�680.44' FENCE` _ \ \ \ I REMl9VE \ \ _ . ' I ASPHALrI 4 \ \ 20' AL T YSE COUNTY \ \ \ \ \ \ \ \ 1 'CURB \ \ \\ _ _ - _ '\ ' \ "-t \\ \ 20'SA RY SEWER EASEMENT \ \ \ \ \ \\ \ \ I I \ \ \ �� \ i \ \ \ \ \\ 1 .... .\. / E _ \ \ \ \ \ \�•_./CUl7e'.. •. I \ \ \ 8♦ZLASTIC - --— �_ _i \ _ _ i FENQE — _ PATH \ \ \\ \ \ SERVICE AU�I /OR/TY \ \ \ \ \ \ \ JJ'-' \ \ \ I \ DB. 976, PG. 96 1 V. 682.82 1 / /�/�\ /\\ ` \ \' \ \ \ \ \ \ tJ _PP. END \ \ \ \ 1 / \ 15"RCPJ4//-PES \ \ \ I \ I \ \ �'�_ / ^ (j \ ` \ \ \ \III i \ \ NO UND/ � JNIf UT= 68202\ \ � ...'/ I :, ....... f2EMOVFSIG�\ RREE __pQRTON —-------- .. /..... AND ISLAND / �— — — -OF f5' RCP — _ _ \ \ I \ \ \ \ \m I .. I ...... ..... I.......'. \ ' _ — — " — \ \ \ \ \ \ to \ I\\ 1 \ /` _ _ \ \ \ J I 1\y \ \ .................. con/--- _— -- — -- —_ \ , PLANTER _ _ REMOVE �QNCR�T� \ \ \ = \ \ \ \ \ \ 1 \ $ / SPK WALK STREADS, _ _ \ \ \ \ \ \ T P-676.38' ...'.' .......'.'.. STEP AND RAMPS \ \ 6�,<i / i '/, 6 RISERS W/RAIL C'D _ \ `� _ \ \ \ \ \ ` \ \ \ 1 1 \ \ NV. IN=668. 15' 8" PVC RELOCATE' / ' / / r _ [( T=66783 8 PVC ` MATCH INE - SEE.SHEET2.0 / I'....... \' MHp;: DEC I MANHOLE PTO'BE.'.'.' i• \ l /�' -'*PLANTER it3P-6$9.33': I I p'.' RELO �.% . PR CT BENCH couc. srEas� _ ADJUSTED, P / CANOPY rb z INV. lN= 83. 6;15':RGP(N): .: I I "' �R'FINAL• 41GFir POLE _ y' / C i AND LANDSCAPING , 592- - 2TREAQS - \ , \ ` \ \ \ \ \ `\ \ \\ \ \ \ \ \ s\\\ \ \ \ \ \ \ \ \ \ \\ N INV. 1N=6 3.:40' j2" HDPE: (WJ :: I I ...... G . NG_P , N -, .......... .'\'.. • . .' � .... ) INV. . INV8340'5R. / / I �. "ll. l \ \ i % i ' \ 18"DEIS \< / \ ` \ \ \ \ \ \ \ � _ _ � \. � �-WQ0DPED. REMOVE ASPHAL j / `, / o • \ \ \ \ \ \ \ \\REMb B BGE 1 \ ..'.I.I /• / / / I . . .I I,l�. .. / , 3' (W) DOOR �'C \ \ \ ` ` \ \ ` ` \ \ \ \ ,<RIDGGGEc \ \ \ FFE=693.45' \ \ \ \ ` \ \\ \ \ � � \ \ s\ \ \ \ \ \ \ y \ \ \ \ \\ . i . J/ - - / FFE=693.41' \ \ \ \ ( I COLUMN (THRESHOLD) \ \ \ \ \ \ \"� \6+ \ \ \ \ \ for \ / / I • CANOPY , (THRESHOLD) \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ u \ \ \ I I� ! ..� I I MHS / , C\0 1.0'D TYP. COLUMN \ \ \ \ \ \ ` \ \� \ \ d,<, \ \ . �\ T\ \ \ . \ I MHS I RELO AT.E'.'.'. / r.. II 0 \ \ \ \ \ 6 \ \ C \ \ \• T\ \ 2sy \ \ ` \ \ \\\ \ \\ I LIGHT, POLE „ • r0P-s ass' / /\ G 1.o'GTYP. \ \ \ \ \ \ \ m \ \ \ \ I N TOP=676. 13' / 3' (W) DOOR \ �O ` \ \ \,yry•^t, ` ` \ 71 \\ \ \ \ \ \ \ \ \ \ \ I REMOVE PORTION \ ' '(,' '. • • •I NV. l-673.74' PVC-LAT/ / REMOVE CONCRETE 3 (W) ` ` ` pORTIOhMF SANITARY \ \ \ ` 6"Pvc \ \ \ \ \� \ \ \ INV. lN=ss5ss6'PVC / .'. � ! . �. INV 1N-673.44'6jPVC7NW) / DOOR \ \ \ \ \ \� \ \ \ \ . \ \ I \ OF 15" RGP / R \ \ \ \ INV.- 7684' \ \ \ \ \ \ \ I INV. OUT=66563'8"PVC ', JC2. V. OUT=67S.0'8'PVC I WITHIN BREEZEWAY �, \ , \SEWER�INET�BE \ \ \ \\ \I \ \ \ \ `\\\ 1` I I I \ A RELOCTED (S E ARCH \ \ \ \ \ \ \ \ \ \ \ I \ € 12"DIfC \PLAN$ \ \ \ \ EXIST. CONIC. \ \ \ I I REMOVE SD INLET ) I \ \ \ \\ \ \ \ \ \ I I I I \ / �� I PAD�Q \ r 111 4 — < _ ..'.' • REMOVE / MANHOLE TOP TO BE \ \ \ \ \ EX(ST. E UIPMENT TO I EMAIN \ \ \ \ I I 1 I \ r — ' \ \ REMAIN \ _ \ SOINLET(GRATE) ADJUSTED PER FINAL ,— ' f�.\ ROTECTED URING TOP=689.00GRADING PLAN CQNSTRQCTION INVOUT=68500'15"RCP I _IDEWALK ONGRETE II I I ICI I II II l / I �r• � .,i•U.GF"- ,•'_. i_ /�'/'�,.'./.%'. . i. i' .' . ' \/ ,I '\\ J"' 689.89'E� QEBmOPT.CONICFFE=693.45' \ 3' (W) DOOR \z FFE=693.46' GONGf'MEC4 Q(THRESHOLD) FFE=681.36 N(THRESHOLD) =692.83YARD =68990(BSMT)J VAA 1) 0 VMDO Architects vmdo.com 434.296.5684 200 E Market Street 2000 Pennsylvania Ave NW Ste 7000 Charlottesville, VA 22902 Washington, DC 20006 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 Checked By Designed By Drawn By cyan D. Cichocki Z Lie. No. 53741 B. CICHOCKI K. ROESER K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 6 WPOAMENDMENT#1 28.MAY.2021 7 WPO AMENDMENT #2 24.AUG.2022 8 MINOR SITE PLAN AMENDMENT #1 24.AUG.2022 9 MINOR SITE PLAN AMENDMENT #1 RESUB. 24.00T.2022 10 MINOR SITE PLAN AMENDMENT #1 RESUB. 3.JAN.2023 DEMOLITION PLAN C23 ONCR / 6„ C WITH E DIRAILS CA Y PLANTER " / / \ \ �--; �. '. ( CONCRETE ACCESSIBLE \ \ '': : : �: �':• CONC. P° d. ♦P WITFhH ILS ...... �\ \\ EY N I J fLOG 7(('5' T N TITIOI�/ , E / 4" WID EL OW / :. / C HF/R �) r CONC. CONC. WALL \ \ \ ANDRA STRIPE P.) / / II. ; SIDE) / \ 8-DEC WHITE II 3'(w) STRIPE (TYP.) /i/ I °' / - / CONC. WALL 3'(W)DO_ R C I'I . 3'(W)DOOR 1.3'(W) I FFE=693.45' a `r Y GEOTHER AL LL SUP P AND %' 10 b' " 1 FFE=693.41' / /'� , CANOPY COLUMN (THRESHOLD) (THRESHOLD) \\ SANITARY RETU N SERVIC NEST ♦ / / , . (TYP) �G� 1.0'O TYP. COLUMN / � -rt � SEWER U MHS (11) 4" GS/GR (GE THERMAL) 1PES ♦ S 0 ♦ / / - 89. 96' G 1.0'OTYP. m\ \ \ CONNECTION \ \ m TOP=67665 (48" MINIMUM COVER SEE SHEE 800. D 2 I,I \ 3'(W)DOOR I \ \ INV. 1N=673.74' PVC -CAT 3'(W) INV. 1N=66585'8"PVC /� INV /N=673.44'8"PVC (NW) DOOR I �b \ \ \ \ INV. OUT=66563'8"PVC 9' /0 9 / 10 ,' / \ INV. OUT=673.20'8"PVC ADJUST CONE SECTION SEE VAULT DE ON SHEET 802. J d \ OF MANHOLE TOP TO o2 \ 12"DEC yb \ 18 / a .� NbS MOVE LID INTO THE • PROPOSED UG ° • \ CONCRETE SIDEWALK .• \ ADJUST CONE SECCMN ENCLOSED \ OF MANHOLE TOP TO '0 VESTIBULE \ \ \ \ I \ \ MOVE LID OUTSIDE OF ® ® 7yGATE \ \ \ 3' (W) DOOR b b 3' (W) DOOR 5' OGP o THE PAVED AREA CONC. FFE=693.45' 3'(W)D OR \ z R a ° (THRESHOLD' CONC. 6" DEC 6"D C (THRESHOLD) FFE=681.36' ECHO I Q (THRESHOLD) (BSMT) \ y \ MATCHLIN SEE SHEET C4.1 APPROX LOCO TEMP FUEL OIL LINE'. RUN LINES A E / TEMP. ABOVE GROUND OI WOOD SCREEN WALL \ \ 6„DEC \ I TANK WITH CONTAINME � 6 FT HEIGHT \ \ GROUND (WITH PROTECTION) AND MA E CONNECTIO O 11 yP EG' : p (SEE NOTE #1) Sh s'� FFE=693.42'Li 10 \ \ EXISTING BURIED LINES OUTSIDE BOIL ING. CONTRACTOR / / 6'(W)DBL. DOOR i FFE=704.27'- SHALL VERIFY LOCATION F EXISTING LIN / °d' • '� FF 6¢19 .44' 6"DEC Q R4 ' I I q . ,� (2) 6"S/ R (GEOTHER AL) P PING / CONNECTION MECH A . SEE SHEgfTC 1800. Q O 6'(W)OBL. DOOR \ \ \ AD UST GATE �� 4 3'(W)DOOR CONC. FFE=693.43' a 26 ADJUST VAULTS, I / \ S \ \ BACK -FLOW PREVENTER, ALVE PER FFE=693.43' SANITARY z GRA ING PLAN ° / 6'(W)DBL. DOOR CONC. 3'(W)DOOR $EWER \ \ \ \ N HYDRANT AND PIV PER / / ^ UGP APPROX. LOCATION OF EXIST. FIRE LINE CONNECTIOq.ROUNO) PLANTER(TYP) 6'(W)DBL. DOOR (GROUND) FFE=693.43' ® \\ \ \ FINAL GRADING PLAN d j IEVEL 1 FFE=693.40' LEVEL 1 STAGE ASSEMBLY AREA SERVICE © i CONTRACTOR PROTECT DURING CONSTRUCTION BLDLINE 6'(W)DBL. DOOR BLD LINE SDOWN LAB PROPOSED 1 \\ \ \ \ \ \ PROPOSED GENERATOR TO BE INSTALLED AFTER FFE=693.43' (TURN O S ) MOVEMENT \ \ \ \ (n 6' (W) DBL. DOOR P % / I EL REMOVAL OF COOLING TOWER. FFE=693.43' YIN)DOOR ADDITION ADD -ALTERNATE 1. N UT IT I FFE=693.62' SEE SHEET C9.0 \ \ APPROXIMATE LOC 20 FT WIDE OVERHEAD EX FIBER OPTICS VAULT. TMP 56-64E SECTIONAL "GARAGE" DOOR / / / CONTRACTOR TO PROTECT CLEANOUT AND ASSOCIATED UTILITY LINE CONTRACTOR TO VERIFY x / 24'/ °r / / t EXISTING CROZET COUNTY SCHOOL BOARD OF (2) 6" RISERS LOCATION PRIOR TO Q APPPROX. LOCATION OF 12' PVC DOMESTIC WATERLINE. ALBEMARLE COUNTY, VIRGIN/A WITH CENTER HANDRAIL \ Z \ \ CONSTRUCTION. N /(2 JG / CONTRACTOR TO FIELD VERIFY PRIOR TO CONSTRUCTION. ELEMENTARY DB. 1044, PG. 498 I / RELOCATE AND PROTECT WATERLINE ACCORDINGLY. SCHOOL BUILDING DB. 1098, PG- 703 a 10' U / 6'(W)DBL. DOOR 2®' ° (2) 6" RISERS WITH CENTER HANDRAIL \ APPROXIMATELOC / / PROPOSED ZONED: RA (RURAL AREAS) -� °. I \ FFE=7o233' MULTI -LEVEL LANDSCAPE RETAINING WALL (TYP.) LANDSCAPE RETAINING WALL TYP. \ \ EXCOMM LINE / KITCHEN ° (TYP.) I / APPROX. LOC PER ELECTRICAL PLAN. MASONRY, BLOCK& FRAME (2 FT HEIGHT) _ _ � (2 FT HEIGHT) CONTRACTOR TO VERIFY ADDITION \ \ a • REFER TO ELEC. SITE PLAN FOR ROUTING, SCHOOL FACILITY ADD -ALTERNATE 3. SEE SHEET C9.1 8 7" RISERS WITH I \ LOCATION PRIOR TO / / SIZES, QUANTITIES, AND SECTIONS CROZET ES. STORY STEPS COURTYARD ARO () \ CONSTRUCTION. A ) CENTER HANDRAIL / (1407 CROZETA VENUE) (ASSEMBLY AREA 6'(W)DBL.DOOR d CONCRETE ACCESSIBLE "NO PARKING ANY / 9 /_ (8) 7" RISERS WITH ° d r I FFE=702.35' 6'(W)DBL. 6'(W)OB3 DOOR g' RAMP WITH HANDRAILS TIME" SIG / 7' � O =704.32' CENTER HANDRAIL \ \ \ / CURB ® ® ® ® ® ® ® ® ® O ® ® ® ® ® BLACK OMEGA FENCE ti MH / 6' (WJ DBL. DOOR ° •, +. 15'W/OTH UN ERGROUND RAMP CAST IN PLACE CONCRETE , WITH GATE (5FT TALL) r TO =s C(N) UTILITYEASEMEN FOR VIRGIN/ / � LOADING DOCK SEE ARCH. PLANS �.< �^ FEE =7o4.30' A / / R5' ( ) ` RETAININGWALL(TYP.) d' INV.lN=664.93'8' VC(N) OUT( LL#2 RMDA"B")\ ELECTRIC WER COMP NY j • 1 PROPOSED INV. IN=664.878" VC(W) DB. I101 P�31a / I Z ° (6) 6" RISERS WITH HANDRAIL d CANOPY n *' 4 FT HEIGHT) CONTRACTOR T I / rn " •• v ' tl .. ( T) ° ° • CLASSROOM 1 I IN OUT=664.84' "PVC Q °° •e • . (SEE NOTE 5 <! / GREASE TRAP, SEE MEP PLANS ADDITION AP \ •$ROX. AREAS O PROVIDETEMPOR/� PO ION OF 3'(W)DBL.ADD-ALTERNATE4. '8'' 31'. $i $3'(W)DOOR) j •! 1 REEN1VY-PLANTEOWH/PS OVERHEAD FIBER 5P / I w ERL/NE DOOR SEE SHEET C9.1 (� FLAC'POL€ / - - - - - - - < ' \ / KETCH, BASED 6, F d • ° d a• •? °' ' d FFE=6E C ADA HANDRAILS OPTICS LINE {SURING I ON CSA G/S J OUTDOOR SITTING AREA � • ' WITH K OMEGA FENCE RAMP WITH HA I •. "d '5: ' . ' a • ; ' ;' d +d . BLACK GATE (5FT TALL) CONS�RUCTIODd / I I (SEE ARCH. PLANS) ° :• ' a.' d ° a : e < ,� CAST IN PLACE CONCRETE I a� B 5 \ CROSSW LKSTRIPING SEAT WALL W/ BACKING CURB RAMP n� SEAT WALL (4) 6" RISERS ' 10p, RETAINING WALL (TYP.) \ / / I P.) SEE ARCH. PLANS " .> .:°.B (TYP.) p, a � " • '.•.d 'd ^ ° WITH HANDRAIL-.' ° .; 20' a. ° � (3 FT HEIGHT) � \ }9�S (3) 6' x 5' DU PS R ' .. �$' • „ (3) 6„ RISERS • 3' 6 (SEE NOTE 5) \ I /TOP=698.05' WEN LQS U P . - • .. • d' • (3) 6" RISER ` " ° WITH HANDRAILS , .' �,b b �b $ 3v VDOT HR-1 INV. IN-680.35'8"PVC WITH HANDRAIL CURB RAMP d c eNARKIIdIRE LAtf�SIGN 5.85' <a S, I INV. OUT=680.25'8"PVC o I 12 15 "NO PARKING FIRE I I I I R3, 0. ' LANE" SIGN < . i� L�2$' l . . e. $64. :9R13°. as $'° . • • e NC. S�VK ° CG-12 CURB •° °', d ° • d, • $ ° 1 \ 1 \ 1 I I I ACKS CUR ' • -- d R5, "NO -PARKING CG-12 � �8) BOLLARDS -- FLUSH CURB „NQ PARKING >� ^ wpm Immimillimil EIIIIE now EP B2xE7 LOOP RAM G_2 FIRE LANE" SIGN CROSSWALK DETECTABLE WARNING STRIP REMOVE FLAG POLE- - �, GCROSSWALK ( ) I RS' FIRE LANE SIGN =^ STRIPING TYP. - 1SBIFEES �_ 7 ' I ER STRIPING TYP. S S L S G O RB PR DN NOT I "N PARKIN ANY CU S O O O 4 ADA PARKING SI S I I ° O SEE SHEET ( 1 4 TIME" SIGN 0 14 W PAINTED YELLOW A PARKING OF W w WITH DRAILS \ O� FIRE RB EXIST. CURB = BE P ® EXIST. FLAG POLE = 6' \ \ \ I WATE MAIN _ PAINTED YELLOW CG-2 RETAININ ALL WITH I I I II I LARDS R15' O G b FIRE LANE CURB ° $PFETY'RAIC.; E \ \ I I a s„ g„ b - b 8_, Z4� - $IGN CG-12 4„ CG-12 CG=12 - q�� STRUCTU,13AG D, WINGS. i]� uGf§ I b -vb'- -5� Cnr R26' I (') ........ UGP- UGP g„ -UGP GPI - I -UGC_ �41E 8" WATERLINE_ �_ uG 8" g-- (3.5FT:HEIGHT): \ R LOOAA�SA WATERLINE U N d CG-2 12^ 8" R50' \ U' CONC. SWK 5' .�G-� 2' ' • a' _ 5' CONC. SWK I < -- -- a --- --- ------ --- --- --- _ - ^ CURB 77 1 1� m EASEMENT - -- � - ------ -- --- ------ --- - ---- -- =-r -- -_._ _._ _.- _.- .__ _.__- --- ------ ------ --- -- --- -- ---- � ♦HAND H LE. STUB UP FUTURE N p P INTE YELL W I EV CHARGING CONDUITS. U F RE LA E CU B 13 18' • � EC BUILDING \. �. �,').."`-' m OVERHANG \ I R4' . CURB F11' 8'-+-8' (12 SPACES) EXIST. CUR O G \ I R4' g C7 EXIST. CURB m STOP SIGN ANDS R5' ! N RESTRIPE EXISTING (6) CONC. WHEEL 5' 5'� 5'' RESTRIPE EXISTING I I I I U U - STOP BAR- - PARKING SPACES -$TOPS_ - I _ -I - - - - - - - - - PARKING SPACES _ STEEP SLOPES A A I I 7 PAINTED YELLOW (MANAGED) W m� a.'.'.'.'.' 6 CONC. WHEEL 4" WIDE WHITE m I z RELOCATE POWER () \ \ k \ RELOCATE FIRE LANE CURB I STOPS STRIPE (TYP.) STOP SIGN AND I LINE AND TIE IN LIGHT (5 SPACES) (5 SPACES) (12SPACES) R5' PAINTED YELLOW r o POWER LINE R3' R3 POLE SERVICE STOP BAR W ` Z I I I a 9' IST. CURB I FIRE LANE CURB 60' 4 I "NO �AR TRAFFIC I (TYP.) 4" WIDE WHI E I "NO PARKING .. BE I EN THE HOURS OF -7-7$ STRIPE, Z L NG, I R LOCATE POWER . • .: ;^' FIRE LANE" SIGN I I I O 10, SPACE O I ® LINE AND TIE IN LIGH PAIN TE YELLOW 30AM - 8:30AM AND CURB I v LE SERVICE FIRE LANE CURB I d I2:OOPWI- 3:OOP�M MONDAY - J 1 '• • • 24' EP 4' WIDE WHITE POT NTIAL NEW p EP 5, F IDAY" SIGN. SCH OL S N N CURB 4" WIDE WHITE " " " " � �CONTr ACTOF TO SUBMIT I C) I O ROOF�F SIG THROUGH I IPE TYP. P (TYPO STR P. U G CG 2.............................. .. ......... ......... .... . �UBMIT�AL PRYCESS FOR I ...... ..... .. .. - APPROVAL. I - �.. _ ao .. ... .'....' '.'...'.' '. 13 '..'....'......'.'.'.... ...... ...' .. ... '.'.4". IDE' . ITE'.'..'. 1 8...'.'. R14' ILLL I '. STR PE, 2" ONG, . INO PA KING ANY CG 2 R10' C .. . I I IME" SIGN I R10 R5 R3 ........... '.' I ... CG_2 R5' 10' PA ,FRONT SETBACK 7 ° C SIDEWALK IORETEI�QION R3' FACILITYA \ I I U 4„ WIDE WHITE (TYP.) I fp S b. NOI EFTT RN SIGN STRIPING (TYP.) - - 24' - - - - 9' z I STOP SI N AND D TYP:..'..' m I (R3_2 R5' h a P. R EMER EN Y A E R5' G C CC SS R2' R ' R20' R20' -2 tl . 56 W 3 R2' CG ... ... I a cn I R10 CG_2 156 LF - o 0 I I ....' '....'. '..... . . ....' '.'.7 F .d:. T.S.O.. ;.'.' .'.' '.'.'.................. 20 I I R74 y 13. ... 1$ .. .... I 1.8.... p I I N n YIELD REINFORCED TURF (GRASSPAVE2 O I I h I I x I I I \ SIGN d CONTECH URBANGREEN R!`ASTIC PAVERS) I CG-2..... \ \ T I I I I"D IVOT (2) FIX E OLLARD$ 4„ WIDE WHITE CG :' a .. • .. • .,, vF ` m ��b'`'7 OUTFACE #1 (VRRM DA "A") I ENTE - ES WITH D-RIN ylo STRIPE (TYP.) 20'WATERL/NE EASEMENT G GP M I b I I ON IGN JJJ FOR ALBEMARLE COUNTY / l \ SERVICE AUTHORITY C R25' PAINTED YELLOW FIRE LANE CURB OF l 6"DEC / 1 8"DEC �Ec I I III I HIGH -CONTRAST I \ 6"DEC 8, DB. 1163, PG. 28 � I I I U YELLOW'TRIPING (TYP.) \O PAINTED Y LLOW FIRE LANE CURB i� 4" WIDE WHITE \ � / \ r g' / - - - U yn\ ( b STRIPE OF 4" WIDE WHITE APPROX. TREE \ / PAVEMENT 12' OR/PLINE(TYP.) - I I I I I 1 er O 12' ° 2-4" FIBER OPTICS STRIPE (TYP.) I I \ O I �� 8"DEC l STRIPING 1�- - OF I I (1)-3/4" ONDUIT(POWER) 8"DEC OdN- UFO 12' 5' R20' _ _ - - _ CONDUITS FHA ^ 10' R25' DEC(1)-2" CONDUIT (FIBER) 4" WIDE WHITE I C) I 0 NO PP KING ANY T CURB STRIPE O 4' TI E SIGN APPROX TREE UFO `' ° R10' - TO ST• GEORGE AVE. z I I OF (Typ) TRANSITION R20' I `}. _ _�� (3) REMOVABLE BOLLARDS APPP 750' I r¢n \ I VARIABLE WIDTH POLE LINE - o - _ EP i I i EASEMENT FOR I : TIE IN NEW FIBER OPTICS I- __--- ELECTRICPOWE OMPANY LINE TO EXISTING - I MODIFIED CG-12 TYPE RD DR. IOB. if01, PG. - - _ _ _ _ � A CURB RAMP EP APPROX. 900' TO BALLA -- REPAINT PORTION -- / I 7' URB TF�A II� ON / _ R2' OF EXIST.tow 6" CLASS-52 DIP - - _ MUTCDSTDROSSWALKMONEP ---------- _____ - �l -UFO TURN ARROWS _ _ p PSLOPES I EXIST. STOP BAR. � I _______________- \ MANAGED) EXIST. STOP I CONTRACTOR 'OpO� SIGN 3 TO REPAINT. o I I - -� CONC. SWK_ LOCATE AND CONNECT TO I R45' EP I UFO _ EXISTING WATERLINE ®HP� I611 ' I ® -UFO ll- � REPLACE TAPPIN SLEEVE N b I R45' H I � _ _ oNp PING SLEEVE AND VALVE. _ T AVENUE EP UFO CONCRETE SAN� --- "DO NOT ENTER- dYO SIDE CURB UFo� - _-_ �NtT RB 810 ~ CROZE _ BUSES ONLY" SIGN STATE RGUT (VAR. WIDTH RNA _ _ __--_ -UFO- - oHP IL GRAVEL STOP SIGN AND dHO pg. 1096 PG. 741 _---__---- ENTR. MHS STOP BAR 1,275' TO ST. GEORGE �' - EP C&G 1,065' TO ST• GE9�AVB� - UFo-- -_ _ - oHP- oH� EP TOP=704.14' APPROX. Ho -� INV. IN=692.25'8"PVC _d 0 W� APPROX. INV. OUT=692.03' / - LEGEND: _ oNp nPPROX. 375' BALLARD DR' - _ �,er. ,.�,iTRAI�LARD �p OHP CONC. SWK EP C&G CONC. SWK _ 0 0 4 y STEEP SLOPES (MANAGED) OHp- .d''. CONCRETE SIDEWALK GRAVEL ROAD CIAyo NOTES: oHP- _d 1. CONTRACTOR SHALL PROVV�@ OR/fP RARY ABOVE GROUND OIL FUEL TANK WITH CONTAINMENT TO SERVICE HEAVY DUTY CONCRETE REINFORCED TURF THE SCHOOL FdP, F {�E WINTER MONTHS WHILE CONSTRUCTION IS ONGOING. CONTRACTOR IS TO MAINTAIN d O TANK SO THAT ACPS CAN KEEP IT FILLED; THERE SHALL BE NO GAP IN AVAILABILITY OF FUEL OIL WHILE SCHOOL IS IN SESSIONS DURING THE TRANSITION TO THE TEMPORARY TANK. REFER TO ARCH/MEP HEAVY DUTY ASPHALT BIORETENTION PLANTINGS DRAWINGS FOR FURTHER DETAILS AND UTILITY ROUTING. 111111 S8 aVN 2. A KNOX BOX SHALL BE REQUIRED FOR THE PROPOSED BUILDING ADDITIONS. CONTRACTOR SHALL COORDINATE WITH THE FIRE MARSHAL'S OFFICE FOR FINAL LOCATION. LIGHT DUTY ASPHALT 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 E] 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 GRAVEL FILTER STRIP ENGINEERS FOR APPROVAL PRIOR TO CONSTRUCTION.E:1 0 20' 40'El V AA 1) 0 VMDO Architects vmdo.com 434.296.5684 200 E Market Street 2000 Pennsylvania Ave NW Ste 7000 Charlottesville, VA 22902 Washington, DC 20006 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 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 Checked By Designed By Drawn By cyan 9. Cichocki Z Lie. No. 53741 B. CICHOCKI K. ROESER K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 6 WPOAMENDMENT#1 28.MAY.2021 7 WPO AMENDMENT #2 24.AUG.2022 8 MINOR SITE PLAN AMENDMENT #1 24.AUG.2022 9 MINOR SITE PLAN AMENDMENT #1 RESUB. 24.00T.2022 10 MINOR SITE PLAN AMENDMENT #1 RESUB. 3.JAN.2023 LAYOUT & UTILITY PLAN C4n0 FGOAL NOTES: 1. CONTRACTOR SHALL PROVIDE A TEMPORARY ABOVIf GROUND OIL FUEL TANK WITH CONTAINMENT TO SERVICE THE SCHOOL DURING THE WINTER MONTH WHILE CONSTRUCTION IS ONGOING. CONTRACTO IS TO MAINTAIN ACCESS TO TANK SO THAT ACPS CAN KEEr IT FILLED; THERE SHALL BE NO GAP IN AVAILABILI OF I FUEL OIL WHILE SCHOOL IS IN SESSIONS DURING THE TRANSITION TO THE TEMPORARY TANK. REFER T / ARCH/MEP DRAWINGS FOR FURTHER DETAILS AND TILITY ROUTING. 2. A KNOX BOX SHALL BE REQUIRED FOR THE PROPOS D 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 SHAL BE A FULL CUTOFF LUMINARE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM AD NING / Q RESIDENTIAL DISTRICTS. SEE SITE PHOTOMETRICEETS FOR ADDITIONAL INFORMATION. 4. BIORETENTION BASINS MAY NOT BE CONSTRUCT UNTIL ALL CONTRIBUTING DRAINAGE AREAS AR ( I STABILIZED. BIORETENTION FACILITIES MUST BE CONSTRUCTED IN ACCORDANCE WITH WP0202000 PLAN. I � I � I I I(3) TENNIS COURTS (36'x 18) i w / I l i W II I GRAVEL LANE U I i I / 11 II I CONNECT TO EXISTING GRAVEL LANE I I ADD -ALTERNATE 5. SEE SHEET C9.2 BLOCKRETAINING WALL 1.0' (W) 0 1 1 I 65' 7.5. . .. .. . ............7:5' .' 1 O • " BASKETBALL COURT LEGEND: CONCRETE SIDEWALK HEAVY DUTY CONCRETE HEAVY DUTY ASPHALT > D p LIGHT DUTY ASPHALT DDDDDD DD ASPHALT TO BE MILLED & OVERLAID EXPOSED AGGREGATE E8 OVN / / 1 / 1 / / 1 / SCALE 1"=20' / 1 � 0 20' 40' 1 1 / 1 / 1 1 / 1 MATCHLINE - SEE SHEET C4.2 M/MMMMMMMM GRAVEL ROAD REINFORCED TURF BIORETENTION PLANTINGS MULCH PLAY AREA STONE DUST GRAVEL FILTER STRIP I1 STRIPING I I I .. . 1 I (2) SALVAGED I I I 1 BASKETBALL GOALS \ Y I ' .. ...' '. '....' 8 FT RIM HEIGHT 2)BASKETBALL GOALS EXISTING SOCCER FIELD U I I I� I .....RIM. o �J (2) NEW BASKETBALL BASKETBALL COURT 1 1 M GOALS 8 FT RIM /::........ . I V 1 HEIGHT o� - 1 MHS 0 ..'.'. ..'.'. I 1 I i TOP-670.43' INV. /N=662.97'8"PVC (S) j 1 INV./N=663.21' 8"PVC (W) EDG OF m INV. OUT=662.78'8'PVC ASPH LT 1 STEEPSLOPES 1 I MHS Xo 1 ..............'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. (MANAGED) INV. IN=663.56'8"PVC INV. OUT=663.09'8"PVC I o ® w \ 1 \ I o IMP 56-64E I ' R4 COUNTY SCHOOL BOARD OF , 1 1 \ ALBEMARLE COUNTY, VIRGINIA 1 \ o cG ° DB. 1044, PG. 498 1 1 \ APPRO . LOCATION O � PAINTED YELLOW DB. 1098, PG. 703 I GEOTHERMAL WELL FIE L FIRE LANE CURB \ ZONED: RA (RURAL AREAS) 1 \ SEE M PLANS FO VDOT STD. HANDRAIL OUTFACE #3 (VRRM DA "C") I 1 1 ADDITIONAL INFORMATION. CG-3 _ ' a BIORETENTION (4) 6" CONCRETE RISERS 1 \ UGR-- till d WITH HANDRAILS 30' FACILITY 3A I � Q RELOCATED MHS 1 1 \ INV PVC ° IRRIGATION TOP=677.62' d ELECTRICAL PANEL --- INV OU67680.54,'8"PVC 1 I GOAL _ GRAVEL FLOW SPREADER 1 � A Lo ��J / \ (SEE DETAIL ON SHEET C1.2) I \ CG-7 (5' \ 1 RANSITION JG 5' APPROX TREE h \ O CG-6 ON \ 15"DEC EITHER SIDE ... . .......... ............ ................. ........... ..... ...'.'.'.'.'.' ... . . - ..-...... -.-- — / / 2 ASPHALT PATH \ o vvvvvvvvvvvv- vvvv vvvvv vv vvvovv 0o vvvvvvvvvvvvvv vvvvvvvvovv vvvovv 5. t0.15 MILES LONG \ \ vvvvv vvvvvvvvvvvvvv --- vvvvv- vvvvv ,, / / \��,.:�.,.�, ./ vvvvv vvvvvvvvvvvvvvvv vvvvvvvvvv vvvvvov . v v v v v o v vacvvvvvvvvvvv v vvV vvvovvvvv a vvvvv I /' 000000000V00000000000000 00N0000 0 00000q ,,,... ......'.'. .'.'... ''�•' \ \ vv vvvv vvvvv vvvvvvvvvvvvvv vv ovvvoovv vvvvv I v vvvvvov vvvvvvvvvvvvavvv vvvvvvvvvvvv "5:.' \•, •\ EP SLOPES \ \ E /$v vv vvvvv vv vvvv a vvvv vvv v 333vv vv vvvvvv vvvv .... .'.......'.'.'. .;. .. pvo vvvvvov oov000voo vvvv ovogov vvvv vvvv MA ED p ovv03vvv vvvv volpyvv vvvv vvvv vvvv ovgv.V V . ovvvy vvWa��r�pvvvvvvdvvvvvvvvvvvvvvvvadvvvv %.'. /vvvtl'v4s'tW vv vvvvvvvvvvvvvvvvvvvvvvdvvo ........... .. _ .... ... �.'. .....'.Cj.3........�� DAD' fj C7 }' \ I vOOvv 000v000 OOvv OOvv OOvv OOOVO00l�- • • • • • • ��r r \ r D D DDDDp D "^^+- Z ?vvvvvvvvvvvvfvvvvvvvvvvvvvvvvvvvO rr vvvvvvvvvvvv' vvvvvvvvvvvvvvvvvvvv • • • • • • • • • • •{ �.�1�� :. \ D�pDD p�p pRD,D� \ 8"DEC N vvvvvvvvovv ovvvoovv vvvvvvvvvvv •••••• ••••••• >D DpD ppD DDDpD. pppD D✓DvPf\ I:'pD tl%DDD pDDcDD \ \ \ j�v�vvOvvvO vOv v v V v v v V v v v V v v v V VV "' ^ p D �DCDDp Dp DD DD D: I ,.pDDDDpD >DpDp DDD pDp DD*Dp ' DDDD pD�DpD PAINTED ASPHALT \ \ T I---v�VO40 vO40 vO40 vO40 v00 D p q 9' CG-3—/vvvvvvvvvvvvvvvvvvvvvvvvv / GAME' I >yDDDpDpDy��pDDDDD/' I DDDDp>pDDDDDDDDDDVDDDDDDDDDDDDDDDpDD>\DDDDDDp�DDD \ (SEE LANDSCAPE PLANS) \ :Ov00 v0 OVO OVO OVO Ov0 O- / RAC .... I I DDD DDDD.CDDD Cp p. V. I;.DD DDDDD DDDDDDD pDDDDDD DDDDDDD pL. Ip p pDDp Dp ppD pp\D� 1 I . vvvvvvvvvvvvvvvvvvvvvvvvvv / DDDDD (pDD I pDDDDDDpD DDDDDDD DpD DDDD pDDD DDI IF I >D DD pD�'Dfp Dp DDDDp kD \ 4 0 ?00040004000400040000040../,. / V. DD DDDK"DD11 LDDDDDDDDDDDDD DDDDD DDDDDDDD DDCI I->D"y+'DDDD✓ID DDD pD Dp�:': \ \ \ OOOvv O40v O40v O40v O40v0 I' D D/ D DDDD ' D PP" D D DRRgD DD D D ---v----vvdALMv6°/dv9 dydYl �.�0O00 vvv'.I / ,. 1pD DDD DDDDD PLAYGROUND TO INCLUDE DDD DD DD DDDDD>:� I -.Dp D® DDDD(A 'vvvvvvvvv y --vvvvvv /. D DpD DDD DDDDDDD pDD DDDDDDDD Dp DD:' 'I :DDDD DDDD.p_Dp DDDD DDDD CG-3'.'. '. /'pDD/ i P o.�> TYP. TRANSITIO .' :.�----° ov- ��6 0-vvvv-- I DDDD ��DDDDDDD>>> NATURAL PLAY FEATURES Dp DDDDD pD DDD I �Dp DpD DD DDD DDpD D�®yD�DD p I ( ) _'Jv O vvvvvvvvvvvvvvvvvvvvvv0 .... I/D D pD p DDDD pDpD _ > D pDDD p p� p D p DDD pyp p D R. �� .'v v0000--00---:vvvv--:vOvv00 .... I D DDD�pDDD DDDDDD DDDDDDDDDPDDDDDD�SD• J D3�DD'p� DpDD�DD D`DD pD \ C TO CG-6 I D D :'v v-vvv-Ovv-v '....'V v-vvv I._>DDD DDDDDDN%pD DD DDDDD DDD DpD DDDDDDD DD :.'p DDD DDDpD DDDpDi -DDDDDDDDDDD p DDaD D DDD p\pli 1 N ON EITHER ..I:'- v v v v- v -vvv -v '.'vvvvv ... �.?DD D DDDDDDp DDDDD DDDDDDDD DDDDD DDDDD DDD'DvDD DDDDD DDDDDDDD DAD DD DDD DDDD DDD Dp DDDDD DDD >� \ \ .I._;l O--v-OO-vvvv-C ..O00009 .. DpD, DpD DDDD DDDDDDDDDpDDDD DDDDDDDDDDDD DDDDDDD DDDDDDD DDDDDDD DDDDDDD DDDDDDD DDDDDDDDtD�`�(DDDD pDD SIDE / s;D% D D D DDDD D D D D DDDD D D D D DDDD D D D D DDDD D D D D DDDD D D D DDDD D \ 10"DEC '. ov PAINTED ASPHALT I. —�.../..:... ..VT p DDD -IDDDYDP (SEE LANDSCAPE PLANS DDDD D D DDD D D D DDDDD D D DDDDDDDDDDD D DDDDDDDD D D DDDD DDDDDDDp DDDpD D DDDDDD DDpD D D DD D DDDDDDpDD DDD D D&DDDDDDDDD \ \ — — — — — DDD DD DDD DD DD DD DDD DDrM1D��'IS '> DDD DDD DD DDDC pDD \ \ \ 1 1 .�DDDDDDDDDDD DD DDDDD Dp DDDDD DDDDDDD DDDDDDD DDDD DDD DDDDD D DDDDDD D DD``11DpD p pDDD p p \ \ \ \ ......./.......... .. >i 8 b D D D DD D D DDDD DDDD D D DDDD DDDD D D DDDD pD��'d''%D DDDD D DD p Z ` _�� \ .. /.... .. .... VVVV - ---�-- .. ..... .... .. ..... .... .../... . ....... .<........ ..�. . ..D.D.D. D—p pD>DD. DOp DPp :DDD DDDAp DDDDDp DD DDpD�D yDppD2pDDDDDDpDDpDDDDpDDDDpDpD DDDppD[ pD D� bs\ \ \ RAINGARDEN -. 70-- / _ d _., �`\\ D.. Dp. D pDD DDDDD➢pDD DDpD DDD DD�DKp .' ` \ \ \ (SEE LANDSCAPE PLANS) \\i/. ._ CG_3 \ \ \ \ \ \ WN .. p \\ SAARY SEWER EASEMENT \ •\�\ • \ e' ° ' °, . . . \\\ - \DDDDDDDDDDI }}• < d ..e . . . \\:✓>DD DD DDD DD DD'': . .. . . . . . . \ RVIC AUTHORITY \ BIORETENTION\`W e / /'d DDDDDDDDDDDpDDD \ D pD DD DDD DD DD LDD� \ \ \O "D .976, PG. 96 tJ F.ACICITY 2C . / /' e D. DDDD F.'.'.'.'.'.'.'.'.'.'.'.'. \� >DpD ARTIFICIAL S, \\\ DDF \\ O STUMPS p \ I . ' . ' I / / .°. °. 4 6" CONCRETE ... �m 1 Z onc. CCSCONCRET RISERS WITHI LE \ c / P ANTER ILE. HANDRAILS \ AMPWITH 8 ":..• \ O\ .�.'.'.' '.. �Cj(S \ � \ DRAILS 1a' ' SEAT WALL O , , \ T P=676.88' \ 5' ° (TP-) lMv I RELOCATE CLEANOUT UT=66783'8"PVC \ \ / O O O \ \ MATCHLINE - SEE SHEET C4.0 \ i� \ 12"DEC """""' ' / / (5) 6" CONCR E RISERS CONC J \ \ \ a .�'•' i�i / / ` WITH'HANDRAILS °4' CA Y P\ER \ ZbS \ \ a 1 •:"''� / I � CONCRETE ACCESSIBLE \ ^/ CONC. ) / .. ° ..° . ° C® P WITFhHANDRAILS .......; . \ \ \ \ fLG-7 (5' T SITIOf� \ \ \\ s y d. / TO CG- N EITH/FR CONC. SIDE) \ / OONC)WALL 8"DEC ' oo \ WHITE / \ —ice \\\'I\ \ �\ c \ \ (TYP.) i i' / ` CONC. WALE) I 3' (W) DOORZbs \ \ / 10 I ' J.' • ' x 3' (W) DOOR (THFFERESHOLD) OLD) —' \ \ SANITARY \ �\ \ \ CANOPY (THRESHOLD) OLD) (THRESHOLD) (TYP) COLUMN (THRESHOLD) �O1.010 TYP. COLUMN / -ct � SEWER U MHS GO 1.01OTYP. \ m\ \ \ \ \ CONNECTION \ \ a TOP=676.13' 11 INV. 1N=673.74' PVC -CAT 3' (W) DOOR 3'(W) / \ \ INV. IN=66585'8"PVC 18' 10� INV. lN=673.44'8"PVC (NW) Z.a�' \ \ \ ADJUST CONE SECTION DOOR INV. OUT=66563' 8" PVC 9 SI Y \ � a' / \ INV. OUT=673.20' 8" PVC C> > \ \ \ J d \ OF MANHOLE TOP TO 0 \ 12"DEC I; -- �bs MOVE LID INTO THE �' ; r. PROPOSED \ CONCRETE SIDEWALK .0\ ADJUST CONE SECCRON ENCLOSED \ OF MANHOLE TOP TO '0 VESTIBULE MOVE LID OUTSIDE OF e C 3'(W)DOOR ® \ \ �ti,' ® GATE LJGP' �R a THE PAVED AREA 3'(W)D 46' CON FFE=693.45' 3'(W)D OR ECH. 5' \ _ ' \ e (THFFEREE OLD) CONC. 6" DEC 6JDC (THRESHOLD) FFE=681.36' I \ / -12 ^ d (THRESHOLD) rl R1 4" WIDE WHIT _STRIPE (TYP.) I M M M V AA 1) 0 VMDO Architects vmdo.com 434.296.5684 200 E Market Street 2000 Pennsylvania Ave NW Ste 7000 Charlottesville, VA 22902 Washington, DC 20006 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. rbemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 Checked By Designed By Drawn By cyan 9. Cichocki Z Lie. No. 53741 B. CICHOCKI K. ROESER K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 6 WPOAMENDMENT#1 28.MAY.2021 7 WPO AMENDMENT #2 24.AUG.2022 8 MINOR SITE PLAN AMENDMENT #1 24.AUG.2022 9 MINOR SITE PLAN AMENDMENT #1 RESUB. 24.00T.2022 10 MINOR SITE PLAN AMENDMENT #1 RESUB. 3.JAN.2023 LAYOUT & UTILITY PLAN C4.. 1 LL rVYVGR GhIJGIV/C/V/ rV V/RGINA PUBLIC SERVICE COMPANY (TRACT 2) DB. 206, PG. 13 \ \ F-1927 OHP �OHP Ok{P ----�T---` 3. \ \ \ \ \ \ \ \ \ \ \ / I \ 4. I—�------\ ----- \ ---1-------- \ \ \ \ \ \ \i `� \ \ \�-----------------------------\ --- \ \ -------L--- \ \ \ 5. ----------- \\ \ \ \ \ — — — — — — — — — — — — — — `O— — — — — — — — — — — — — 7. 00 \ _�---- ' \ \ \ 679.32' \ I \\ \\ \\ \ �� \ \\ I \ 'RIPRAPDISSIHATOR `\ 681.38' \'pco SCOREBOARD FOUL \ J \ \\ R3�0' \ \. \ \ DRAINAGE DITCH POLE \ \ I \ \ \ J U YOUTH SOCCER FIELD\ NETPOST \ \ \ \ \ \—— — — — — —— \ 5' LCHAIN-LINK FENCE 300� \ \ I \ I SHED I I\\ \\ \ \\ \ \\ \ I I I I I I 0' \ \ D3 \ \\ \ g 13 ROOF "QEC \\ \ OVERHANG DUGOUT 0HP OHP OHP E8 Ot/N SCALE V=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) I111 1 li p I I \ \ \ \ \J \ \ \\ \\ 11 -- X��- i \ \\ I I II II IIII III II II III Illllllllli ROOFOVERHANG X� —X X—X/ �/ I I I 1 I I I I I I I I II 111 IIII / III 1 \ \ \ DUGOUT � I m 18" DEC CHAIN- S, €ENCELINK \ 60' I 12// DEC K rwLr" \ I I I 54 4V1q��, I / I 18" DEC VJ I / REMOVE GAVEL 6" DEC PATH AS NE41DEDA 683.82' I "DEC 12BENCH I \ _ 3�,�s'�yp�2�, o X J \ J SJ lr sass'J6"�Ep _ c I 11 24, 26 D �165' I ( I \ //'\ r '\\ '\ I I I I I / / // / / // // �I I / ,/(,'LINE -SEE SHEETC4.1 M � It 7 M M \li• M 1♦ M /JW, M M M M l� M M 1� M M E" t i• i• i• i• i• i• 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• i•I i• i•, i• i• i• i• i• i• i• >� i• / i It t t t M M I\ \ \ I I I Ix 1'12 \ I (3) TENNIS COURTS (36'x 18) 2 I � / // / // // •// // �,' h ' / GRAV�LLANEI rL x CONNECT TO IN' I \ I 1 pNSTG � 1 1 I 1 I I I I 1 GVEL LANE I I I 1 I( I I: I / \ �i� l L\TAINING t 1 1 I 1 I:BLOCKR :'I: / I / I V �\ ),I \ ♦ / 1 =.... 1 1 I I I � I� I \ 1, Y �: ,: �: 1:.1 f \ ' WALL /.o•Aw) ( V AA 1) 0 VMDO Architects vmdo.com 434.296.5684 200 E Market Street 2000 Pennsylvania Ave NW Ste 7000 Charlottesville, VA 22902 Washington, DC 20006 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 cyan D. Cichocki Z Lie. 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 WPOAMENDMENT#1 28.MAY.2021 7 WPO AMENDMENT #2 24.AUG.2022 8 MINOR SITE PLAN AMENDMENT #1 24.AUG.2022 9 MINOR SITE PLAN AMENDMENT #1 RESUB. 24.00T.2022 10 MINOR SITE PLAN AMENDMENT #1 RESUB. 3.JAN.2023 LAYOUT & GRADING PLAN (GRASS FIELD) C4.2 \ IORETENTIOIV 1 "DEC 1 I I I 8 / 9 (EXIST. PIP 7CC B TTO� \ \ \ \ \ \ \\ Gb \ \ INV. IN= 83. B'95'':RGP(V):::: I I I \ /// 21 I / ELEVATION\ / ^R�IIN EJ� / �r I \ \ \ \ \ \ \\ \ \ \ \ \ \ \ I PRAP OUTLE ROTECTIOa\ \ \ \\ b• N _ \ \ - ' AV DIA. RI P \ \ \ \ \ r � 05 G I + - .� TIE EXIST. RIPE TO\P OP. INLET \ INV. 1N=6 .40' 12'". HOPE: •IN, : ; 1 _ _ I' - 4 _ / - ` INV. N^ 684;13'4": C�NTRACTO)2 TO CONFIRM 60CATION OF \ \ CLS AI \ \ \ \ \ \ \ ( ) I Gy J / J / O' P / I `� / . Jr'� EXIS% PE PRIOR TO CCbVSTR1I CT)RN" \ \ \\ \ \ INV. O _ 83:40' 15". RCP:. 2 _ 9 \ \ \ \ \ / I {� / i / / / % / 8„ DE6 \ \ \ \ \ \ \ \\ \ \ \ \ \ \ o \DIE / 231 , \ \ \ \ \ \ \ \ \ \ �\ \ \� \ Al TIEEXIST. PIPE TO PROP. MANHOLE. \ \ CONTRACTOR TO � I / - CONFIRM LOCATION EMERGENCY ` \ o \ \ \ \ \ \ m \ \ \ \ \ \ \\ \ \ \ / / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\ \ \ \ I / - OF EXIST. PIPE PRIOR OVERFLOW DRAIN \ \ ` \ \ \ \ 6 I I J /� / J� I ' ^ TO CONSTRUCTION. TO DAYLIGHT \ ) \ \ \ \ \ \ \ \\ \ \ \ \ INVi \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \\ \I\ I I I 232 / <-6 �N / TOWARDS \ ` ` \ \ \§ \ \ \ \ \ \ 2s \ \ \ \ \ \ \ I I \ PLAYGROUND _ \ \ \ TI 1511�.. -`OF \ \ \\ a \ I I I I I I \ ADJUST CONE SECTION 1 \ \ \ \A{Q \ \ \ \ \ \ I I I / PUMPED / OF MANHOLE TOP TO OD1 \ \ \ \ \LEAD�R TO E V� I \ \ \ \ \ \ \ I I I{ I I I ly I I I ALIGN THE FRAME AND r - \ \ INS RTA-T IE" r - r — \ \ \ \ \ \ I \ \ \ \ I III I \ I ' / D HARGE OF 1 / - % \ % / / / 7® COVER WITHIN THE I , I I (DENTAL y \� I 1 / I / I STORM T R \ �P/ ,/ CONCRETESIDEWAL q 693 / ADJUST INTERNAL 1l1 I / THAT Y . 693-1 �' rIoP58'Y.dKE� fi' P=692.83' \ 1 \ \ \ \ \ \ \ I I I�I I I I I I I N I STEPS ACCORDI LY. / / \ co �ER VA 6 / I I , sass aor=sssso' \ \ \ \ \ \ TCHLI SEE S T C \ \ I I I I I 1 / \ 6"D �� \ \ \ \ \ \ I I 1\\\ \ \ / ,�, rQT=690 4' I'x V NYLO \ \ @ Q ` \ \ \ \ 1\I I l \ \ \ ELEC /r0� p, ty7=690. INLET (TYP) ' ' \ \ b - \ 8 \ \ \ \ \ \ \ \� \ \ \ \ Z \ \ \ \\ \ \ \ O 0 TOP=692.82' BOT=690.50' _nI- `\ \\\\\ \\\ \\\\ \\ \\ \\ \ 26s 1 \ II II \ \\�,\\\\�\ \\ z ADJUST INLET TOP PER SPOT ELEVATION PLAN \ \ \ \ \ \ I \ \\ SD INLET _ PROPOSED _ \ \ \ \ \ \ \ \ \ \' �� \\ I\ I \ 1 \ ` `\ V O NYLO TOP=691.85' - - - - - - - INV our=68730.12"HOPE - -/� MOVEMENT I / _ 7 \ FOUNDATION DRAIN ADDITION APPROXIMATE LOC \ / EX FIBER OPTICS VAULT. 1 \ /-/ E/LEI� 1 \ \ / _ TMP 56-64E TIE DOWNSPOUT TO 4" PVC CONTRACTOR TO VERIFY � - - COUNTY SCHOOL BOARD OF \ m 696 - - - - " EXISTING CROZET LOCATION PRIOR TO z ' / - - - ALBEMARLE COUNTY, V/RG/N/A CONSTRUCTION. I \ [� ' ' / Q 6� G�� - _ ELEMENTARY DB. 1044, PG. 498 I I I 1 1 1 \ \ \ o m\ \ \ \ \ \ I \ 4" SOLID HOPE TO TRENCH DRAIN 1 \ I \\ SCHOOL BUILDING DB. 1098, PG. 703 8" ACID K200 TRENCH DRAIN I 1 1 ►.� 1 1 1 ` \ \ \ \ \ z o \ \ \ \ I I -'C \ \ / / / r / / PROPOSED I ZONED: RA RURAL AREAS (ADA RATED GRATE) / 1 1 1 1 1 1 \ \ \ \ \\ \ c` \ \\ I r I \ APPROXIMATELOC ''/ / l / /y / / - ,1 \ EXCOMM LINE. / I j / _ _ / KITCHEN ) _ _ _ \I \ t I \ CONTRACTOR TO VERIFY I / / 691 / ADDITION 1 1 \ \ I I 1 \ \ \ \ \ \ LOCATION PRIOR TO / / Q I CONSTRUCTION. / I f f •I / P // // r' I I / - - 4" HOPE 6" SOLID HOPE ROOF p 8" PVC ROOF LEADER (2 n \ ^ FT COVER MIN 1 /o ' 702 \I (1% SLOPE MIN.) LEADER 2 FT COVER MIN ) (° /` \ \ 698 / I \ (3FT COVER MIN.) (TYP.) (1%SLOPE MIN) \ SLOPE MIN) 1 11 I p 1 1 I I \ \ \ I \ \ \ \ \\ \ \\\ 1 TIE DOWNSPOUT TO ( ) 15'WIDTH UN RGROUND I l / l / / / / / ` PROP. 6" PVC - 140 I 1 ) I 1 1 I \ \ \ \ \ 1 \ \ \ \ 1 UTILELECTRECENWFORERCOMPINpY I 1/ / / / \ _ 1 I I I 1 \ \ \ \\ 1 \ \ \\ \ \\ \ \ / ( C TIE EXISTING AND F704 PROPOSED OB. ifOi,P .310 I // /zQ —f J PROP. DOWNSPOUTS � CLASSROOM / 1 I II I I \ \ \ \ y r y ADDITION I I APPR 'X. AREAS [) \ o I 1 1 I I 1 \ \ \ \ \ \ TO PROP. 4" PVC I / P , TYP. \ 10A v - _ HOPEI I 1 \ \ I \ \ \ \ \ 5� I I I /ro / /I ( ) — — w — — — — — — - g I - — — ' ^ \ — , AN 'IONSERTA TE O TIE TO POE V(4 I 1 1 11 I \\ \ RECE 1(PLANT I WHIPS / / I I ---- �� \ 1 I 1 I \ \ _ _ - \ 4" ACO KS100 TRENC� (DRAIW Ir I \ ✓ \ 7p3 / \ / - r' ` _ _ - - $R (ADA RATED GRATE) / I / / � / I �� I I I' � ,i � \— \ _ • • I � , / 703 / / �— �� 3 — \ � \ / / / I -1 I lot I / I U - -7e-1 - \ \ - \ ^ / 67796' \ \ 1 \ \ I I II I n \\ _ t�l I ) / r� q l ( �\ 6g8� �`;\ ::�•. \ ` / / 1 /\ ;I \ \ 0 TOP -, ,y./�'y�• 39 I : ..: �M \ • . \ \ l / / 1 1 1 I\1( \ 1 1 \ .f jet. \ \ \ , \ \ \ \ 8"DEC 8" DEC 8"DE� I I tat \ \ \ \\ \\ I 9 , ILO FIFE: 687.75 / 700 I R . \ \ \ \ L1 OE: 693.42 // / 1 \ 102 I II I\ II \ < I \ \ I \ \\\\ TRAFFIC RATED r� = c� = o' 1— OQ' � — rn — 138 ` � i; : , IL-� \ I I L 1 !S �o / \� \F. �D�TION DRAIN / \ / CL6ANOU �.: \ (N) \ / w —It- mow— -� w � w -- w � � I SD CURB /N T W/ GRATE _ — — _ — LIE TO=696.02'(F/LJ 1 / I .°..°.° \ .1 . . \; , \. • l \ �( I /Nl . OUT=65L'.37' 15" RCP I l I _� 4 p — _ �o _ i �'Wl, v I \, ' • \' \ : \; : ,\; . \ \ \ \ \ �UGP�UG UGP� 8" I l 15" RCP -01 ' - \ : t \ \ \ \ \ \ I a I 40-------- - - -- — — --- \ I ---/ g SD CURB TW/M D \ \ ��sss. s' 40.' \ \O \ I INV. O INV I T=687. 5' 15 R P 12i' DEC I� . ' ; •`6�8 I 'i I I 6g1 r 1 mM1 I _ \h %- 1, 48" MANHOLE DESIGNED rn.co\.�\:\ \ \ \ o \ o\ \� \ \ cnrn:\iS\ \ O \ \ j a / 1 1 \ WITH STORMTECH SYSTEM - \ E \ L `p I I I I I i (D d REPLAC INLET TOP WITH - - - / - - - I _ - - - - - - \ - - - \ A 1 / _ - - - r �O� - sq� BY ADS (TYP) - s - \ 1 1 \ IAA D 1 \ \ \ a \ \ \ \ \ \\ mm \\ I I / \ I VDOTMH-1 FRAME AND COVE o p� \ � o j:,': \ \ \rn 4" \ \ z I I Egg i GRAVEL �\DJUST TO FINAL GRADE. I 1 \ \ \ 1 \a \ I I \ \ \ 1 \UNDER I \ 1 a FILTF�R s� I :' I I I I \ \ (T )\ II I I I/ STRI/683 \\ �\ P CL OU,T\ STO MTEC \ \ \ \ \ fit/ I D TENT I I I ✓ g9g 699 I I I \ WI H ISO TO ROVK 72" NHO E C ZROL \ 1 I I 1 1 \ \ \ \ \\\ \ \ \ \ \\ \ \ \\I STIR CTUR WIT WEIR W1CL� GIF, kAP '��BICiN --- / L�'- 1 I I \ \FOREB�Y P 15 r - - G _ V(IEIR / / I i I `\ STAB(�ZAt \ \ \ \\ I I 7 gp i I WALL I I p I 148 \ 0 \ \ ON\TOP`OF \ \\ �I' f - I\ ' \ / 1 / / �j' I \ _ \ \\� I r - ----- 3 — - I I \. "C \ x IZI I', \\\�700 150 `149 /,1 I o--0 ///-- - I // — \` iy I 1— I —t —r\ \ \ \ \\ \\\ \ \\\\\\ I(fi74s _ I \ \ OPk gOWD \ \ \ / I 1 I 1 1 1 0 I I\ \ \ \ ; 310RETNENTIO FAC \ \2\A \ �L—FPONTSEeAc I I I 147 I a+X 0 I 1 1 \ \\ " b �IORETENTJON BO M \ D\ rfl \ \ \ \ \\ \ ELEVATION =680.0 Io / 7 O TSET ACK �/ 153 0 - __ 702 .\ III // /� 702 - - - - - =�0 - - - - - - - - - \ - - _ 6„PIPE I i y0 20' WATERLINE EASEMENT I �/ ' I I _ - _ P INV.=681.56' ' I _ I —--------- _ FOR LBE RLE COUNTY I I -- ,� /� / I / 1' — — W — — ivt C Y / , / 6 8" D�C \\ OPP. END NOT FNp �'Oq / \ \ / SERVICRAUTHOR/TY � / / _ ' � ' _ ' ' ' _ _ _ i � ' / �l ' �6� DEC , / 8" OE� OB. X163, PG. 28 i / ' ' — 14 6„Dt ,� �, ' \' , , , y _ 500 I I jII —_UF ' ' . ' ' , , — — —� —�, APXR�X TREE 703 / / 1 q \ _ \\ I I 1 I I I �'__ '' / i6 --- -- / GRIP-INE (TY?.i—__-- / \ I \� 8" DEC / I I ' I I - ----- --- ---- --- - --�- I 8"DEC _ 1 Odq� � / UFO F / , 15"CMP�_—��— ------------ — _ — --- _- I12" DEC / _ — — — — — — \ / / / ^Op / I-INIF.- (OUi)=694.611 ' ' / _= �'�= - ' ' ' ' �-- — _ — _ — _ — _ _ — _ _ _ — — — _ 0 �f ' ' - �8 RAP OUTLET PROTECTION APPROX TREE / / / I I — _ — _ \ / (TYP.) OF l / 15"��1P , / 154 / _ , �- - - - - -' \ \ \ \ \ \ \ \ - - I ti I I \ I / 704, VAR/ABLE WIDTH POLE L/NE UFO l l INV. (IN) 98.05' --1— _ — \ \ CLASS 0.5'AVG DIA. RIPRAP \ ` \ CLASS Al EASEMENT FOR VIRG o / / , I _ - 15 CI\F ELECTRIC POWE OMPANY \ / / , , , / �� — = 11.25' ! DB. 1101, PG. II , / ' //� / = I \ \ \ \ \ \� \� \ \\ \ \ \ LENGTH = 10.0' I DEPTH=1.0' --- --=___ \ 705504 I I / / 1 —_��UFO��— I \ \ � � : ' Ql _ \ \ \ I I 1 / / �r S \ UFO mom - a - _ ANAGE - _ _ _ _ - _ - _ - _ \ \ \ \ �o cP / I I I / // / / \ �_ v UFO 1 1 _ SOS - `\ �`\ \ /� / / / / l \/ I \ ��UFO� ,= / —of�' 05 - - - - - - - - - - - - - / / I / / \ \ \ ® — _ _\\UFO / , / f 4j— OHP— P \ 1 \ 1 / \ UFO_ _ RIPRAP OUTLET PROTECTION I \ / 1 / \ I \ \ _p -SANS — — — . '�la, DIA. RIPRAP \ II / / / —/ 18t{ \ / \ \ FOB _ �__--__---- , / �OHP I = 9$\ CLASS Al dH0 \ \ , / / // / \\ ` _ �\UFO= —\- =r-'- -�.� —/ /' // // �CHP / WIDTH 2 = 9.25' / , / / \ _ — �\—UFO - �'._ L ��\ \I o / / oHP� / / OF _ _` I P / LENGTH = 8.0' HO_ / / _ / \ / __- �� 1 I Q OH , / D�PTi#= 1:6r W Y' 6H I MHD 7 /1Oy _ T / / ' , ` 1 / 15" R_ _ -=®� -- - \_ >IOHP�— I I TOP=688.72' / � I I INV /N=685.26' 18"HDPE It_ —p / _ — _ — — — — /OHP / SD CURB INLET W/MHD INV OUT=683.14' 18" HOPE ! _ — — — — 1 I ` / / TOP=688.38' / _ = ' — — _ 1 1 I \ \OHP , ✓ / INV. IN=681.24' 18" HDPE OH / / / INV. OUT=681. 18' 18" HOPE \ , c/Alo _ � L-°��---------- �� -� _ _d / I I I SOH — — — — — — — --705� �\� oHP ------ -- -- -- ---- ---SD-CURBJNLESW/GRAT / _ - - - - - - - - - - - - - - - - - - --TIPP�70YT8,3'? /� / ---' -- - --- ---------------------------Wtf OtlTk694. V'15"'RCP \ -� --_ — —_ - _� — — — — — — — — — — \� \ `\ \\ \\ \\� / \)\' �/ MHD - - - - ` \ \ / / TOP=695.77' SCALE 1"=20' 7� — — — — — — — — _ o \ \ \ \ — — — \ — — — — — — / / INV. IN=691.71' 15" RCP __�= _ _-- �� \ \ \ \ \ �� / / INV OUT=691.62'18"HOPE / _ _ — — — — —_ _—/ _ _ _ _--_ �%1 _ _ — --_' I o o SO INLET(GRATE) STEEP SLOPES TOP=700.09' NOTES: r _ _ _ (MANAGED) INV IN=69415"RCP i 1. CONTRACTOR SHALL AVOID DISTURBANCE WITHIN TH /WPO / b INV. OUT=693.94' 15"RCP BUFFER TO THE GREATEST EXTENT PRACTICAL. / ■a Mamma■■■_( ■■■ .: ■■■�- ) V AA 1) VMDO Architects vn-do.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 Checked By Designed By Drawn By cyan 9. Cichocki Z Lie. No. 53741 B. CICHOCKI K. ROESER K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 6 WPOAMENDMENT#1 28.MAY.2021 7 WPO AMENDMENT #2 24.AUG.2022 8 MINOR SITE PLAN AMENDMENT #1 24.AUG.2022 9 MINOR SITE PLAN AMENDMENT #1 RESUB. 24.00T.2022 10 MINOR SITE PLAN AMENDMENT #1 RESUB. 3.JAN.2023 GRADING & DRAINAGE PLAN C5,l ROCK I I II ( \1 \\ARMOR I I I II 1 ROCKARM�R \ \ 1 \\ 1 \ I \ I Y I I I I I \ II I I I I 2 I I \ I I I I LI I I I \ \\ I I II Co I I \ 1 1 x 1 I I I I I I l aZ I 11 i � I I I I II \ \ I 03 1\ II `\ i I i i \`\ I m mD \ 1 1 I \ I I I �6g0 O 1 1' 11 I II I II \\ I Q, Ir I 1 I \ I I I \ I I II I I I I I I I I CD to V i \ 4" SOLID EDPE TO 10'SO� I TIE TO PI EVIAAN 00000 0 � to 00 "INSgRTA-TEE" BIORETENTI�N FACILITY 3A \\ 1 1 I WEIR to 1 / PLATE ' 1 p0 309 /1 1 \ \l �rn� I I / I / 31 /�, / \\ \I I I I I I I 31 I \ I I SWIM #21 rovb / I I \\ \\ I I I 100 F OF 48" CMP1 I I II \ I STEP SL PES TFDI-TION SYSTEMI 1 1 I I \ \ I (MANAG \\ I I 0.234OPE TO OUTLE EANOUT I I \ 1 (TYP.) / \ \ \ ' I ,\ I 1 \ STEEP SLOPES f / I I I \ (CRITICAL SLOPES) — '::':t::l:ff I I / — :•:l::j::::/ I 1, / - 4101 — , I �6l A LESS RII \ TION FACILITY 2C RIPRAP /- s901LIZATION ON - P O ONC. SLAB / \: I I I I 238 _ _ I I I I - - -- -s - 3 _ I I I I GABION I 6y/ FOREPAY , u INV. IN= 63.56` 15":RCP (N): INV. IN=6 3.:40' INV. N; 084.;13'4?`(BLDJ:; -fi83:40' INV. O fI I I i I I I 232 / 4- J II _ t 6 r I / I I PUMPED D HARGE OF �y INGIDENTAL ` STORM T 693 AT Y III W/ FILT R SOCK / 4" 1 4 RD41N / 15" 1 f if // / / / BLOCKRL\TAIN/NG I: WALL 1.0'IW) NOTES: 1. TOP OF THE 4" UNDERDRAIN WITH FILER SOCK LOCATED WITHIN I I \ \ ` \ , / I / ' f I THE PLAYGROUND EXTENTS TO BE INSTALLED BENEATH THE r; I;'' 1' I' r \ \ I I I I 1 MULCH LAYER. CONTRACTOR TO PROVIDE POSITIVE DRAINAGE I WITHIN UNDERDRAIN PIPE TOWARDS SOLID HOPE OUTFACE. 2. CONTRACTOR SHALL AVOID DISTURBANCE WITHIN THE WPO BUFFER TO THE GREATEST EXTENT PRACTICAL. I: J I w I / EXISTING SOCCER FIELD I: :. ; .I; : • ; . ; I _ _ _ \ STEEP SLOPES I , (MANAGED) \\ \ \1\ 1 1 I\ \ IMP 56-64E COUNTY SCHOOL BOARD OF ALBEMARLE COUNTY, VIRGINIA DB. 1044, PG. 498 RIPRAP OUTLET PROTECTION `\ I I I I I I \ \ \ I\ \ \ \1 \ DB. 1098, PG. 703 ' \ \ i \ \ I I \ \ a I 1 ZONED: RA (RURAL AREAS) 0.5' AVG DIA. RIPRAPCLASS Al I I 1 J 1 \ \ \\ \ I \ \\ 1 I \I I \ ` ` 1 WIDTH 1= 3. 5I WIDTH 2 = 5.15' Z Q 4'{SOLID HDPE TO LENGTH = 7.0' TIL TO PIPE VIA AN DEPTH = 1.0 "INISERTA-TEE" / \ 30 15" DEC ` \ ` \ \� \ 1 Z - - \ DR4TN / .67967 (TYP.) �� \ / 304 - - _680_ \ 12" Dec 681 ' CF79 2 \�j \ \ \ \ \ I \ \ \ (n ` / 8"DEC TRENCH bs �� ` \ \ \ \ \ 1 1 \ / I (MANAGED) I ` -G �I \ �\ \ +` \ ` \ \ \ \ \ \ \ I I \ \\ ` \ 1 I ♦ D \ \ \ \ \ 1 � GAME I / I � - � 1 4" SOLID PE_ oMl I/ RAc / . fCRA JFGRATE)7t i\ i I �\ ELEVATION = 683.50 1 / I —-----------------�1 \ / \ I I 1 \ \ \ \ \ \ \ \\\ \\ 1 4" UNDE77- RD IN f , / / "UNDER NIN I , I I I \ \ \ \ \ \ \\ I N ��1-----W/-FILTER--___=====1' ( ` W/FILTERSOCA� \1 I \ \ 1 \ \ \ \ ` \ \ I (TYP.) // //� (TYP.) \ \ `\ \\ \ `\ 10"DEG\ TIE EXIST. ST RM / I/— / PIPE TO STRUCT E If // 214 211 Is A RY SEWER EASEMENT ORALARLE COUNTY \ \ \ \ \ \\\ 1 \ 6 688 7 1/ RISDEN GUARD ,� m m m m m m m m r \ IORETEIVTIOIV g / 69k f�l� TIE EXIST. PIPE TO , ELEVATIO iROP. INLET. 9 i TIE EXIST. PIPE TO / PROP. MANHOLE. ' CONTRACTOR TO / r / CONFIRM LOCATION I / - OF EXIST. PIPE PRIOR TO CONSTRUCTION. ADJUST CONE SECTION OF MANHOLE TOP TO OD1 �/ ALIGN THE FRAME AND = COVER WITHIN THE CONCRETE SIDEWALK y b 693—( ADJUST INTERNAL �� t I STEPS ACCORDI LY. `/ \ 1jo;: rz 0,P=692 \ 689.89' 60T=689. 68 ` �� 6� \ \ ` RV/C AU7' fOR/TY - s g �` I \ o \ \ \ I O \ D .976, PG. 96 co �• `\\ \` �. \ �� rn 1\�`fl 687 ti� \ \� \ \ \ \ \ \ \ -A -688 6689 �O ` \` \ \\ \\ \\\ \ \\%\ 691 �� \ `� `\ \ `� \_ / O O \\ `\ \ \ \ MATCH INE-SEE\SHEET�5.0 I\PRAPOUTLE` ROTECTIOIJ, - \ TIE EXIST\. RIPE TO`RPOP\INLE�T \\ \ \ \ \ c \ \ \ 0.5' AVG DIA. RI P \ C�ITRACT012\TO CONFIRM I,OCATION\OF \ \\ `\ �` \ \ \ y \ CLASS AI \ \ ` - - ` 6j8 \\ \ \ WIDTH 1 = 4.5' EXIStY PRIOR TO CONSTRI. &NT N �\ \ \ l8"DEiS��FtNGT�H=8.0' 20 _ \ \ \ \ \ \` \ \�,\\\\\ \ \\ \` \\ EMERGENCY \ ` \ O AIl1 OVERFLOW DRAIN\ Nv-87 64' TO DAYLIGHT ` 1 \ \ \ \ \ \ \ \ = TOWARDS `\ ` \ � � \ \ \ `\ \ TI 151fi'��O��,\PLAYGROUND \ \ \ \ LEAD2 TEV A\A-INSiERTA-T4I1 I I \ .83' \\ I\ •\\ \\` \` •.�\ \\\\ \\ Ila1 I YIII�I ` 40,ryl 90 m VAA 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. • fiemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 Checked By Designed By Drawn By cyan D. Cichocki Z lie. No. 53741 B. CICHOCKI K. ROESER K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 6 WPOAMENDMENT#1 28.MAY.2021 7 WPO AMENDMENT #2 24.AUG.2022 8 MINOR SITE PLAN AMENDMENT #1 24.AUG.2022 9 MINOR SITE PLAN AMENDMENT #1 RESUB. 24.00T.2022 10 MINOR SITE PLAN AMENDMENT #1 RESUB. 3.JAN.2023 GRADING & DRAINAGE PLAN C5ml "DEC N, \ 678.02' �� 677.43 :. .:::MHO ( I 692.8 \ / 6g r / \ _ ' 692.8 ' ��c� 690.28' I \ \ ` \ \ \ \ \ \ \ \ 677.08' \ \ \ \ \ \ b,�\\ \\ / \ / 9 _ /� \\ \ \ \ \ \ \ \ \ \ \ 7t�P=6$9.33' I I I \ \ I 689. 6r \ 692.8 \ \ \ \ \ \ \ bss \ \ \41 INV. lN= 83. $8' 95.'":RGF (N):: I I _ _ �i / / i / \ / �/ 692 _ \ \ \ \ \ \ \ \ \ \ \ 77.5\8 �\ \ \ \ \ \ \ \ \ \ \ N ( 1 I I I ---- ' ��_� 1 7 - '� \ \ \ \\\ \\\\ INV. 1N=6 .:40' 92" H©RE:: vv.: j I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ INV. N,; B$4;13' 4". (BLAJ :: / I I I - JcQ i 6g0 P� s6s.zs' j� I \ - \ \ \ \ \ \ \ \ \ \ \ \ \ \ _ _` \ 67 \ \ Al \ \ \ \ \ \ \ \ \ \\\ \ INV. 0=83.40'15'°RCP.'\`8677. 747 ( TC _// / // GND\\ \Y�\\\\\\\\ i \ I g / \ \ \ \ \ \ \ \ \ \ r I TC 1 690.77' - I I I IT�IOZN: / \ \ \ \ \ J�Ns_ CG 7 ssz.oa 11691 sa' / � ' sszs6' \ \ \ \ \ \ \ \ \ � � � \ \ \\ -„\ \ \ \ \ \ �\ \\ I r I 1 'hl 691.6 / � / / GND I � \ \ \ �So \ \ \ \ \ � \ \ \ \ \^ \ \ �fybkl�' VC / 90, J / 2 _ / / _ ss3.az' \ \ ` \ \ \ \ \ \ \ \\ I \ \ \ NV - B7 64' \ 92.20' 1 I692\ / 12" D)tC \ \ J/ \ l Nb/ / EX. 693.13' I / G / TC \" 693.27' 692.57' \ / I 692.94' / 3.13' I I 1 / TC y P% / q�� I 1 1 694.72 / \ \6 / 6p�ry8' y b \ \ \ \ \ \ \+ \ \ ® + I I + I 693 �/ 693-t ��1 1 I / _ / \ \ 1�P 8(2E� E'O, P=692.83' \ 1 \ \ \ \ \ \ \ \ \ \ \ 1 11 I 1 I I I I I I N S g' / 1 ss3.or / I / 689.89 BOr=sessa' \ \ \ \ CHILI SEES ET C \ \ 1 I I I l mmmm 111111111 ME MMMMMMMMMMMME I / 693.A4' / / roP84• 1 6"D / 1'x i'NYLO \ 80 \ \ \ \ 1 \ \ ELEC. `� b BQ%690. INLET _ '\ l / / / Q Q roP=692.82 6" DEt� B0T=690.50' \ \ \ \ \ \ \ \ I I \ \ \ \ \ \ \ ss 4' c - \ FFE=680.75'LP \ttt 680.58' \ 680.4 691.50, - s I 1 / TC P� / / �- - sDINLEr \ �\ o�i I I 1'0NVLOTOP=691.85' - J ' PROPOSED ` \ \ MOVEMENT \ / /NV. OUT=68730' 12"HOPE _ \ \ \ \ I 1 \ \ \ \ ADDITION ----___-_ \ \ \ \ \ \ \ \ \ \ \ \\ \ 1 v \�_ \\\\`\ APPROXIMATE LOC 1 \ / co / - _ _ \�� FFE=693.42' FFE 93.42 FFE=693.42' \ \ EX FIBER OPTICS VAULT. I \ \ ,� 6s6.1T / , _ TMP 56-64E ( 693.3T FFE=693.42' \ \ 1 \ \ \ \\ \ \ \ \ \ ? \\\ s _ _ i\ \ \I I I \\\ \\ CONTRACTOR TO VERIFY \ \ 696 / _ &�sss_ -\-693COUNTY SCHOOL BOARD OF Tw TS 1 1 l I 1 \ /' _ _ - ALBEMARLE COUNTY, V/RGIN/A 6s3.TS25' 680.75' 11Iso \ 1 \ \ o, , ' j Q t 6g / ,/ l - - ELEMENTARY EXISTING ET es 693T Ts II II 11 \ ll l \ m \ \ \ �\ �I�I LOCATION PRIOR TO I � z . � � � 1 \\ I \ 1 / co S - 692.33' 1 I L 1 I \ \ z O \ \ I \ CONSTRUCTION. / / / - DB. 1098, PG. 703 BW 693.25' 694.32' 6BW 2 1 1 11 1 , 11 I \ \ \ \ \ \ \ \ \ �\ \ r \ \ \ I I �\\ \ / / '95.�' / / 1-' SCHOOL BUILDING \ \ � \ \ I 'r \ / I ZONED: RA RURAL AREAS 693.25' BW I 1 I \ \ \ \ \ \ \ 1 1 \ \j� r APPROXIMATELOC -'/ l / / / / 5 / /PROPOSED - ( ) 692 1' 693.32' I 1 1 \ \ \ \ \ \ \ \ I I I I EXCOMM LINE. / 1 / / I KITCHEN I BW Tw / 69j / 693.42' 694.32' CONTRACTOR TO VERIFY 1 / / ADDITION I Tw/ LOCATION PRIOR TO / / / I ssa.3z ssz.3' BW CONSTRUCTION. / r I - P / , _ I TW 694.32'Bw : I � / I 692.33' 1 1 392 29' / 698 / I TC I702 ; 692.32' \ I / TC / \ 6N99.42' 1 II III I I \ \I \ \\ \ \ \ I 15• WIDTH UN ERGROUND / 698.06' BW I / / / 699.44'\ 5 694.32' 694.32' I I 1 I I \ \ \ \ \ UTILITYEASEMEN FOR VIRGIN I / / // I/ / ` \ 694� 693.16I \BW TW BIN I I I \ \\ \ \ \ ELECTRIC BpWER COMP NY 1 a C / ' / // EP °„ J MAX 2% RADE' 702.96' 704 TW 692.J0" 693.32' PROPOSED / DB. 1101, P . 310 I �1 / / I% 697. / Z 98.13' - - S 694.32' v / Q ew e\L BW � CLASSROOM \ (D = I 699.01' FF 702.35' \ - 703.74' 693.55' 695.58' I 1 1 I 1 \ \ \ \ \ \ ( I A s3.00' es ADDITION 1 I � � \ �0 y- g s BW I I 1 \ A QQ'X.\A EASd � \ \ \ \ BW ' w _ $ _1ga _ "' BS 693.00' 1 1 1 \ \ RECElJ 1(PLANT WH/ S _ / \ \ \\ 11 /06 I / 699. 8' - - - - - - - - - - I r..\ - -- -- -- -- -- 703.'3W BW \ 695.03, 692 98' \ / 1 I = 702.73' - - 03.95' _ _ I I l 1 1 \ \ \ 1 1 I co / / 693.55' _ - 695.15' II 1 I =MDDi INAL RIS �2i B 702.64' \ 703 95' - - ' - - _ _ �0 I I I \ \ 1 1 \+ \ / 702. 7 J/85' \ y\ 703.24' BW 695.58' / I I I \ \ 1 1 ! H TS \ ✓ \ ' _ _ a' J 1 1 1 \ YY I 7 703.69' \ 703.85' / 698.08' - `9, 694.78' i I V I ' \ \ \ 1 1 1 1� .18 \ 03 - f 693.42' / I O I \ 1 \ 1 FFE=702.31' TS • • I / / TS r_ r � TS _ - T \ / 1 1 1 70).17' 702.20' 703.08' 697.75' _ �`j_gT- 6�57�7� \ / /l 1 I \A �`\ \ CONC. DIVERSION T \\ 1 1 \ / 1 j� 1 7 TC - + \ \ L 1 1 I / 703 I 6'9 \ \ TW BW // W/MHD 11 11 \ I fff I _ - \ 703.53 1 ;02' ' I \ I I TAP=67796' \ 1 1 sss.; 1 ` \ 7 TS \ , - 'T02 6 \ 8 _ ` ` ` ; \ \ / r / 1 / l / \ I \ \ \ \ \ Ij - 7 393.88' 693'38' / \ \ \ \ 1 I I I \ TU D \ b b �4 `` y` \ \ 1 1 \ \\ 700.85' .\ c 702.01 70z:01 r HP _ - y / 700.85' � F703.24 ' / 0S5 ' � \i. 1 � \ � 1 1 I \ ' It = \ � 8"DEC 8"DEC 8"DEG � . \ 42' / 1 11 \ I \ 700.95' 701.93' TC-BC •�;; : : BS 701.53' 701.99, 700.88' 700.78' / TC C I I / 696.8E' I s 698.48' I .\ FFE=693.42' I \ 1971 7'I I 1 ( 6 13 1 701.52' 701.40' 701.69' 01.7 ' / O \ ` \ \ 697. A / I\ I B TW ' 1 \ 1 \\ \ \ \ \ \ \ \ \ I I I I �` 9 700.88' 700.64' \ 700.85' „ „ / ss6.z5' 6s7.5o' s.s7' /LO F : 689.5 I I II \\ I I I I I I \ \ EP / 699.37'- 700. TC / TC °° °°' °° ° ° °° TC TC TC 700 1Tr. \ 6 \ 6W.87' L1 OE: 693.42 I 697... 701.20' / °TC-BC °° 1 701.22' 700.k9' 697.81' rn \ I yII `ii //�/, 703.38 TO �` TCBC-703.35 -�- ° 701.89, ! \ I 1 I 1 1 1 C �' °Q' 0 6 /00T ° °°. I - ° �Otat` gS�s TC-BC -L RIM BW SEATWALL 700.62' EP EP 700.72' 7W607 - cn- 1 \ 6g3 aft I / \ 6, 698.102 1 ro TC-BC >� = a` S 00' o} rn 697.31' 97.37` 6 .8 : \ . . �� N : I I \ \ / \ \ `Q \ \ \ \ \ \ I I 9j \ Q C7S 00.55' 701.54' 701.66' 9 co RIM fig�.$B' ; W�147>�-_W ->� W---a f°- m Bw \ \ \ \ \ \ \ \ TC TC -� W - W -r - 96.75' r� \ \ �1 •. \ \;. I \ \ \ \\ I I I P 1 TC \ 698.1�' 699.22' / TC TC I / TC T / i 696.8T TS V / 1 701.06' 701.18' / 700.68' = 700.62' / / I co- 696.88' ' : t .\ I SD URB /NLI ET W/ GRATE I 697.45' \ - _ - - _ - _ _ v \ \' \ \• \ \ \ TO-696.02' (F/L) 1 I I \ RAISE WALL HEIGHT TO MATC IN .OUT=6.3T 15"RCP / / I r UC,p _ UG UGP i#y TC , . . X.:C ; .\; : \: .\ ' :\ : • \ 1 \ \ \ \ \ \ \ \ \ \ \ I / TC \ _ - "` q g^ b b - O BUILT CONDITION. LOWEST WALL \; \ 6887 \ \ \ \ \ \ \ \\ \ \ \ I �, I S.L� - - - - _ -� 70�1' �] iA.�' 697.92' - 696.09' 69 3' Ur rice _ UGP TOP SET BY GRADES HEREON. 694. 6�0+75' 1 \ \ \ \ \ \ \ 697.9T -UGP=z v\ -T �_ 8" \ \ TC \,\ t\: ,C \':C: \ \ \ \ \ / I / 6$ 2 \ \\ \ \ \. yI 15"RCP I I I I I I -------- - /- _ - -- ---- -- -- I �- -- - - -- -- -- - - ----- - --- ---- --- -- --- ---- - - ---- �'4'y 99, I I I a 1 I TC rr°j TC 7 1 697.00' '2v'" INV /N=68Z T 15� R P { "DEC 696.90' 69 7 '� • : :,\5��; \ \ \ 68 \ \ IC9 1 I ( \I /NV O T=687 5' 15" P 'CP 0 r \ \ 2 \ \ \ \ II II I I I 69� i 699.22' 0 6 8.67' / / I ` , I \.� \Siff R\ TC .\ :: . 6 ' ' '\ ' rn�`P •\ \ O .O \ \ \ EP \ \ \ \ \ \ \ \ I IEP II I I O \ \ \ 682 O \ \ \ SEE DETAIL THI SHEET 1 \ _ sss.s ' 692.6 691.5' I II i / 7 / TC`\��\' \\ I\ AA D \ \ \\ \ a \\ \ \\ \ \ Amm \ I //�`I I 1 I 6g$ // 1 TC 698.98' 5'\ \ \\ ��\s Oj \ I / TC T �t I I I I I \ \\ \ \ \ \ \ 1 II I 1 11 / / / ^ 1 / / 0• I O \ \ / 97.5 \ I\683 TC 699.14' 6 8.88' \ /- ' J 699 \\/' 699 699. 2' I / I 1 \ \ \ T69 C O1 I \ \ TC / TC / TC / \ v _� �- TC \ \ ` / I D I 1 1 I \ \ \ \ \ \ \ I I y I 69 9ff 701.15' / 702.32' l \ ` 700.32' (0 / I _ I I I P I G _- / 696.03' N-} �/�C C7 _I T7' / I / / I / 1 \ \ 683.78' \ \ \ \ \ \ \ \ \ \ I I I I EF 7.9Y.51 OQ TC \ I 702.17' I\' \ 1 TC \ 1 1 1 \ \ I TC 700.19' - - O I - IL TC - TC 700.93' 69 .80' TC 700.33' T I �� 702.43y I r - 697.22' / / \\ x I i 02 58 / 698 C / t- I -r -T \ \ \ \ \ \ \ \ \d"PPE 700.77' /° 700 TC / / / /_ \t / 1 1 T p1 \ \\ \\ \ \ 1(=&74. ` _ O� N O�JD 02 684.1 \ \ 700.65' I TC TC / / I SE- BACK TC 1 1 1 6 5.51'I I 1 P \ \ \ P\ \ \ \ \ I 1 700.65' \ 702.51' / I \ I \ TC / \ '\ /co I \ \ \ \ Ow \ \ \ \ \ \ \ \ \ \ � I V, - - - � 6°j / c°to / 1 I I 11 \ \ \ \ \ CID \ \ \ \ \ \ I 72.74' \\ \ \\ a I/, IX I---- I c�01\ 1+ �I- / D o `�� O I II I 701 73' ` 701.53' - ' / / /T� ` _ / ,\O / P.86' I ) r\ TC \ \ " I 701.95' TC TC - - 0- O TSET ACK /// TC 1 I I \ / 700.94'\ 1 / l/ I I _- --------- - 702.05' TCI \ / TC T / 701 97' 700.65' / / / TC I \ TC I I / / // /� �/ / / / I I I I I 702 702.13'// T m 1 _ - - - - -703 - - - TC \ ` \ I - _ TC / 700.05' / / / / I /I A \ INV 681/56' I _ TC 70Z.q� - - - - - - - - - I 20'WATERL/NE EASEMENT - / ,, / / / I I - - - - - - -� - \ FOR CBE RLE COUNTY ` 1 I - - _ _ 70t11' / GP - �-�,1 ' ( 4 / / 6 / \ 702.08' /`I RBI \ / 6 .95' / '�u.1h..v" / / / 86 8" DC \ OPP. END NOT FND SERVICr;AUTHOR/TY \ 1 / 0� / _ _ 8.23% / _i = TC� / _ ' / /� ' n6"DEC / / 8"DEi / \ \ DB. 1463, PG. 28 I / I M / i - '�6iD1=C / / ' \ / / / / EP OL \ O n I \ / rI _ - - �i AP�R� TREE U` / \ Ifle q ) I TC _ OR/PLINE TYP. / q � � 8" DEC l / 1 I `j 700.28' ! 698.40' � / _ ` I q \ \ -in l / UFO - F 98.42- _ _ _ _ i _ - �- I8" DEC 1 15"CMP �' �� / / / _� � -_- _ r _--s- -_-- _ �' / - - -- ----- -- I I I 12" DEC / _ - ' - - - - \ / / / / O� TC 6 820' -WV- (OUT)=6_94�11 _ i =�=� _ _ __ _. . _ - - - - - - - 1`� TC I I 699.85' / 6 68.20' _�-�_' -_ J� / I 1 APPROX TREE �fF / / l!�i01.6�'/ I I oa / 698.15' i ��- - _ _ _ _ I ¢ \ / OF (TYP.) / / 15"�MP _ - _ _------- �`� �`� \ \ \\\ \ \\ .82 \ EX I rn I \ I / / 704, VARIABLE WIDTH POLE LINE / ` \ \ ` \ \ \ / INV. (lN) �98.05' ` \ ` ` ` ESP 684.66' I I I EASEMENT FOR VIRG d / / / / EP I - - 15 CN(P \ i ELECTRIC POWE OMPANY '� \ / / / / / / 700.84' - 698.99. 1 6 685.97' \ f I \ I I I O DB. 1101, PG. I / / / / -� - - - TC-BC 136 \ 'TC TC 1 / / �/� 698.48' 998' 705.12' 705.00' \i 1 / ��f / / / / TC \ CURB MIN.4 69 .0 \ \ '! I I 1 / I I I I• i ' 1� i ' / '/ / /-/ < \ AFTER MILL AND I 698. 698.00' \ 705 C / / _ OVERLAY �. _ ------ T \ \ _ _ ' / / - -- - - / _ \ \ \ \ \\ \\ \ UFO I Z 05.93' _ _ _ €P- _E3' - - - _ �� I \ ' \ \ \ 1 _ - -UFO _ _ _ _ __ Noma I \ \\� `\\,II• i ___� FPa ANAGERJ.- \-\ cP �UFO��- 1- - \/_- ' /� / / l \/ 1 \ �UFO� /=� 'G -�1P' - - - - - - \ i I_---1--- 70 _ -- ----- `� ` \ \ l // l / / \ \ ® _ \UFO OH / 70 \ - - - - - - _ - H \ 1 \ / / I \ \ UFO_ i EX \ df]e.4T P0- _ 1-===---1 - �1• / ,/ ./ SOH / =\ UFO= - y ~ / TC 1 / d / \ / p \_UFO 701.7RF-Tol_TC EX \77'-_ O 705.02' No / / \ OF _ _ _... - ` 1 TC T¢ - �^� W� \ \ - _____ 1L _` r - I ' \ \ \/ / 11 1 - _ 701'f8r UGP- I r7(��37 L- - - - GP- , 70�39' -UGP- - _ - I- _ _ UGP' �00.89 -UGP- _ / 11 - _ - - I ` \ / pYJ / / P- TC 701.27' - - - - I L ` / 6 / -/TC OH / 701.08' TC �01.72' 701.7T TC / - - - - 1 I ` / / / 0 0 0 701.30' 701.29' / o 0 0 ° ° 0 700.71'\ - - - ` �OHP / / / oo 000 000 000° oOpO oo°° oo°° / I ' ' 1 \ \ `OHP / / ---- --- - ---- ---- ----- --------->`-- - ----- ------ - ---- -- / / 70 . \ \ \ L a-- - - _ - _ _ - - - / d l l f i ' I I 1 I OH� / / 701.01' TC-BC C-BC TC /TC-BC \ - - - - - \ - - - _ 1 1 / / I 1 / 701.67' 701.30' / TC-BC s �- - _ _ _ _ _ _ _ �z05� \� \ ` 1 - OHr'- / / / / 700.68' 00.74' I / 700.7T 700.32' SD-EURBJNLELW/6RAT� I ---------------------tft OU�94.V'15".� p \ \\ -� _ l 1 �1 / // // £84b'N TC TC \ \ \ \ \ \ \' 4� \ 1 / / / / MHD 701.36' TC 701.31' - TOP=695.77' 701.39' �_ _- _ _-------------------- Me _� - -_- - - - - -- -\o `moo \ \ \ \ --- -_ / / INV. IN=691.71'15"RCP TC -_ _ _ _--- __ _----' _--- _ --_- I INV. OUT=691.62'18"HOPE I 701.39' -_ - - --'--------- - --- -_ - 700.54' TC I TC 700.2,8� - '_ ' - _- - - - �1 - - - - - - ' - SD INLET (GRATE) SCALE 1 "=20' I 701.33' 701.31' / - - - STEEP SLOPES - -708- - - - ' _ _ - ' _ - (MANAGED) TOP=700.09' r _ _ - INV /N=694.04'15"RCP / INV OUT=693.94' 15"RCP 0 20' 40' ADA GRADING DETAIL 4 ALE: 1" = 10' V AA I VMDO Architects vmclo.com 434.296.5684 200 E Market Street 2000 Pennsylvania Ave NW Ste 7000 Charlottesville, VA 22902 Washington, DC 20006 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • rbemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 44%2 Checked By Designed By Drawn By cyan 9. Cichocki Z Lie. No. 53741 7 l�l AF B. CICHOCKI K. ROESER K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 6 WPOAMENDMENT#1 28.MAY.2021 7 WPO AMENDMENT #2 24.AUG.2022 8 MINOR SITE PLAN AMENDMENT #1 24.AUG.2022 9 MINOR SITE PLAN AMENDMENT #1 RESUB. 24.00T.2022 10 MINOR SITE PLAN AMENDMENT #1 RESUB. 3.JAN.2023 GRADING SPOT SHOTS PLAN C5.2 II I 1 II II II I11 \ ROCK I I 1 \\ARMOR \ I I � / 1 ROCKARM�R ' 1 I I I \ I I I I w 1 1 1 \ \ \\ I I I I I I \ I I I 2 I I I \ I I I 1 I 1 / \ 688.67' .-Y� 1 1 11 I I I I / � / ` \ 68906' \ '688.73' \\ I I I I I I / 689.37' � I I / � \ \1 \• \\ \1 I I I I I I I II °D o\ 1 \ I I I 1 \\ cep \ ssss5' 1 `° m mD \ 1 \ 1 I I \ t �6g0 O 689.15' /r '1 II I I I I I I 689.67' 1 \ I I I I I I I\ \ I\\ I 89.6 \ I I \ 69 .2 I \ l \ I 690.4 1 I I 1 \ \ 690.41" I I I I I I \\ \ I 90.62' CID � \ _ - �\ \\ \\ � � � � �1 ••� it TC � 1 \ 1 I I 589.0T/ I tO 1 00 CO 000 a0 1 \ / co c0 1 TC 1 I I 1 / TC o. 1 ID I 1 \ \ 1 690.4/9' 6 9.87' 6f18.83' I ) 1 309 1 1 I. `\ I N cep \ 1 6 / / 1 688.50' 1 \ M 1 \\ \l 0)(0cD ' I 00 ' / // 1 I I /� 80.91, 1 TO TC / , 31 690.40' 689.83' 688.6E , 6881A , I STEEP A P�S / 1 1 I IrC \ \ I (MANAG CURB 1 I 168� SITION: I I I 6 - CG-7 /I)T4 ^\ 6J 1 I \ CURS\ \ .7 - :[::4:'1:•: \ 1 \ \ SITION: I '�p \ 690.91 8.23 STEEP SLOPES (CRITICAL SLOPES) 689.18' 689.3' \� 685.r9' 689.3C 689.96' , I I I I , /. 689.29'692.81 - $8 I I8 INV. lN= INV. 1N=6 3.:46' 92"HDPE:(Vl/) I 1 I -fi83:40' 92 INV. O15'. RCP z) / I I 1 / /'•fiJt1.64' 01 e TC- ! / I I I I I ♦ ♦ -TC TR�N ITION: 692.00' \ �CG-6 - CG-7 691.64' \ ♦ p a hl 691.s � s90 J O 1 \ I I TC / I I I 92.20' II 6 / G / TC l 692.57' TC \y \ - \6P/-i 692.94' 694.72 GP/ va / 693 11 693.02' _ 681.80' � \ 681.9( 15" , 6 \ I E 83..E„r.-- ----- :� II I II 1 684.74' - ;84.i11' I � / / JiB4.23'- 11- / I X/ if \ \ I I I t I I I I I I f' // I: / BLOCKRL\TAIN/NG I �' 1; I f / WALL 1.0'AW)T. Ul EXISTING SOCCER FIELD I: :. ; .I; : • ; . ; I _ _ \ STEEP SLOPES (MANAGED) I I I I \ \ \ 1 11 \\ IMP 56-64E COUNTY SCHOOL BOARD OF ALBEMRL COUNTY, 498 I RGINIA DB. DB. 1098, PG. 703 ZONED: RA (RURAL AREAS) 1 uc � �RIM - / sS Sr / 67s' 303 679A4' \ / 675.04' 674.94' ` \ \ \ 1 \ \ \ 15"DEC iR BS / 678 \ g `\ `\� \ `\ 673.29' 61\ \ 1 \ \ 1 81.50• 679 661.zs' n �� _ - ,� '•'--\ iY 26 \ \dam` ♦ \ \ \ \\ \ \ 8"DEC \ \ I I 1 \ \ \ 1 ca / (MANAGED) 681 Pr\/ - C / I \ - - \/ \ 681.2 681.17' / \ \ \ \ ` 10"DEC'\683.32- If If \ \ \ \ ------ \\ /If 680ii•\ 6s I \ \ \ \ \ \ \ \ 683.21' �/ \ \ \ \ \ 680.69' \\ ♦\ \\ \ `\\ \ `\ `\ \\ \`�\\\ ,r \ 683.27' ` ��- - - i `BV/ 95'\\`\\ 1 can r � 683.27' 680.92\ \ 1 , \ \\ On SA RYSEWEREASEMENT \ \ \ \ \ \ \\ \ \ \ i.3 ' I BS - _ - - ' + - - _ _ \ ♦ 1 �\ O� ORALARLECOUNTY \ \ \ \ \ \\ \ 1 \ \ \ _ \ / \ 6P.95' $8i0_ _ - i -3' _ 688- 689 7 5P 687.8 / / _ 0 . Y" DEC 69 \\•�_ \� cN 689.?6r / \ / 692.8fi / 689. 6' 231 690.77' \I / / A .86, 14, Mp L-44� V , JI 692.96' \ -FGND 693.42' a:41 r - ii 0P�8V b 99a-e(2'E� fiP=692.8 589.89' 60T=689.91 80.45' ` ` \ ` RV/C AU7' fOR/TY � s83 1 ��RIM \ \ I D . 976, PG. 96 m� ♦� \ \ 1 I \� ` \ 84� 1 675.91' \ \ \ V'- ...10 679.76' 1 \ \ 676. \ \ ` \ \ \ \Z3 689 690 690.28'\ 690.28' 690.28' MATCH INE - SEE\SHEET 5.2 6 J� JIIIIII�\�� ` JIIIIII� JIIIII� JIIIIII� JIIIIII� JIIIIII� JIIIIII� JIIIIII� JIIIIII� JIIIIII� JIIIIII� JIIIIII� JIIIIII� JIIIIII� JIIIIII� JIIIIII� JII� �\a� 690.28' I \ ` \ \ \ \\ \ \ \ \ 678.02 678.08. O\\ 2s77.o8' 677.58' bs\\\ \ \\ \ \\ `\ \ 678 \ \N�\ £8'('JVN 8 VC INV.- 7 64' \ ` \ \�12"Dk\ 0 "WIN it 1 \ V AA D VMDO Architects vmdo.com 434.296.5684 200 E Market Street 2000 Pennsylvania Ave NW Ste 7000 Charlottesville, VA 22902 Washington, DC 20006 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • rbemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 Checked By Designed By Drawn By cyan 9. Cichocki Z Lie. No. 53741 B. CICHOCKI K. ROESER K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 6 WPOAMENDMENT#1 28.MAY.2021 7 WPO AMENDMENT #2 24.AUG.2022 8 MINOR SITE PLAN AMENDMENT #1 24.AUG.2022 9 MINOR SITE PLAN AMENDMENT #1 RESUB. 24.00T.2022 10 MINOR SITE PLAN AMENDMENT #1 RESUB. 3.JAN.2023 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 ��STA 12+79.51 . 15 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) Ins 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 Ins Ins 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 Ins 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 O 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 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 cyan D. Cichocki Z Lie. 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 WPOAMENDMENT#1 28.MAY.2021 7 WPO AMENDMENT #2 24.AUG.2022 8 MINOR SITE PLAN AMENDMENT #1 24.AUG.2022 9 MINOR SITE PLAN AMENDMENT #1 RESUB. 24.00T.2022 10 MINOR SITE PLAN AMENDMENT #1 RESUB. 3.JAN.2023 UTILITY PROFILES C73 VAJx I) C) VMDO Architects vmdo.com 434.296.5684 79A 79A 720 720 715 715 EIGHT OF OBJECT = 3.5' EIGHT OF EYE = 3.5' 710 SDR - 390' 710 _ _ _ _ _ _ _ \ \ PROPOSED 705 _ GRADE 705 3,90, HEIGHT OF OBJECT 3.5' \ \ 700 \ \ 700 695 \ 695 EXISTING \ GRADE \ 690 690 685 685 9+50 10+00 11+00 12+00 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 II I I \I I \ I \ I \ I \ I \ I �\ I I 11+00 �C +50 �- 0t OH OHP— OH v — — OHP v vv �n II I II I I I — I � 69� II I II I I < I I 6gE II I II � I I I I 699 Q I I I I I I i I I I II II I II III �°1: la II it II I i i I I III I 7c I I � I III I I II I II I � I I I I I I I I I I > \ / I I I II OH o .13+50 — _ SAN—+�. - 14. �:SAN-11+ .- �_� R HT 390' oIAP 12 SIGHT pISTA 11n] I MR. pm WIN I � II III LD�NTRANCE- IPS PER DAY -�-+ cIrHT DISTANCE LEFT - 390' 0 16+00 _ I I 1 — — II — b' / oom!+ =L Now Now f- glow f . f' f PROFILE SCALE i CON FLUME (TRAPLrcZOIDAL) 0,( , ('"'�� UFO .UFO. _ �UFO�— _ _UFO — - _ — — OHP- - — OHP— _ --_ OHr OHP— � OHP— £8 OHN AUI SCALE 1 "=30' 0 30' 60' 200 E Market Street 2000 Pennsylvania Ave NW Ste 7000 Charlottesville, VA 22902 Washington, DC 20006 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. rbemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 Checked By Designed By Drawn By cyan D. Cichocki Z Lie. No. 53741 7vi .'.I Alf B. CICHOCKI K. ROESER K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 6 WPOAMENDMENT#1 28.MAY.2021 7 WPO AMENDMENT #2 24.AUG.2022 8 MINOR SITE PLAN AMENDMENT #1 24.AUG.2022 9 MINOR SITE PLAN AMENDMENT #1 RESUB. 24.00T.2022 10 MINOR SITE PLAN AMENDMENT #1 RESUB. 3.JAN.2023 VDOT SIGHT DISTANCE PROFILE C8.l 0 r / K Y Y \ �� • 1 I � I I I I I I I � \ �\ I I / / 11 I I i I \ IIII I 60115E y \ I I �� I I I sq I r690 \ I I \ EXISTING SOCCER FIELD v 1279825E - - - - 1 202498 III v I • - o I I (1) ACE RBR III \ v vv v�v II Iv ` \ I (8) QUE PHE (5) BET RIV 0-1 \• 1• I �'� � 1 I I I I I I \ \ \ 1 ��b 1 I I I J III \ � \ \ \ \ 1 \ 1111\ \\ 1 \ co , �b I v V I /I I I / �� I 1 11 IV A v \ A\ AV 1 II 11 �' - �� / �� 1743$F vv ��vvvv - -- -- Z / y / \\\\\ N I_ / r.:.�:�.:.;:;ti:-::.:.:�•:.a;�.:+:i:::,.r::+r:::+`.':r �. . �678- PLA OCC.31 -- � V A• I � I � I I I i �'/ 02 SF �� \l / � � — �� \ \ � v � A A � I A A A 417 SF V A iu I\ SEE SHEET \' ® e \ L1.1 FOR DETAIL PLANT KEY TREES BOTANICAL NAME ACE RBR ACER RUBRUM BET RIV BETULA NIGRA GIN PSG GINKGO BILOBA'PRINCETON SENTRY' NYS SYL NYSSA SYLVATICA PLA OCC PLATANUS OCCIDENTALIS QUE PHE QUERCUS PHELLOS TIL CDR 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 ALT SEDUM X'AUTUMN JOY' \ I II�►N 1\ ISX / -�,P / - - " 688- �� . 68 J ra OF m 8) GIN PSG \ I e RR$ SYL \ \ \ \ 9 v� v�vvv� o (1)PLAOCC �Tv vv v `v� \ v�vv�vII / / �5 SF 689_ ee avn 68 i \ p \ — � 691 ° •< - 0 7C SCALE 1 "=60' �< PARKING LOT LANDSCAPING 3,965 SF 1376 SF\ 0 60' 120' N • _ � / li `.a / fi9p �/ ,/ v � �v V v v vv A � \ w v vv � ` �v w\ �/'/ V ` �v � vA��1III�II I 266 `I v 44) � 93f693J •—6969q��/ ll .. .i � j% \ \ i ��\\ \ / // / '// \ II IIII\\\ \ ADD ALT. 1 PLAN SHOWN. REF. CIVIL p \ \ \ \ / , / , \\ ( \ \ \ SHEET C9.0 FOR BASE BID CONDITION \ \ \ \\ \' /' / '\\ m MEADOW \\ \ PLANTINGS �\ \ SEE SHEET L1.2 FOR - - - - ADD ALT. 1 COURTYARD DETAIL LANDSCAPE PLAN \r- BUILDING vv 696-__ �� - - - ADDITION11 \� /,'� ', /vv vvvA� \ \ 1 EXISTING SCHOOL BUILDING (42) JUN EAS ab g5 k F �69 �_ BUILDING �i t ' �� ,' j / / \\ \\ \ \\ I Q / ADD ALT. 3 AND 4 PLAN SHOWN. REF. CIVIL SHEET C9.1 FOR BASE BID CONDITION (3) COR FLO: jt \I \ ,' 1 ' h N ADDITION 1 I /698 I ,� I I I , , \ ,, V,, /, � / \\ \ \ \ 1 \ \ I 1 \ 04 I I 11 I /' ' // / / // /v /vvv v Iv I ,/ , 1 A VA \ \\ / / / I� I � ." 4 v 3- � �.. • 703 �� S_ / � �� I I j `�° d'>,/', / /' v \ \I I �II\� � A\ v / I Alt \ I I Z. (3) JUN EAS ® ® — ® _ _ (I 5) GIN PSG I A 0 00� �(3) BET RIV - ? 2 - 30��-' r888 - - _ 681 I �- ��_f I �Q'9 I \ � �� , \ \\ 6 \\ •, (�\ ` SEE SHEET \\ I SEE SHEET ` 1 / L1.1 FOR DETAIL L1.1 FOR DETAIL rn \ / / \h \ \ LANDSCAPE PLAN � / (28) CAL ATH I - 1 �� v wv A � v t� � ' � � v\ \ II - (9) PLA OCC o / ` LANDSCAPE PLAN (41) SED AUT z I h (5) QUE PHE o �' - - O/ - (39) ILE RED n, COI �� (8) TIL COR v 27MD t (65) PAN I q 11 ILE GLA 68 \ I o \ ( ) I 1 NYS SYL 4 r • ;(149) JUN EFF' I I I I ( ' I (1) QUE PHE 699 vI I I _ i Irl U, vt 8) ILE RED �02' / / I ` t� / X v v vA A v q \ \ — 1 / I \ / \ EXISTING TREE (53 SED ALT \ 118 PAN SHD I 37 E RED_- C� - Q' : ` a �'w \ \ 34) ILE DWA / / v v v v '� v v v� SEEDLINGS TO BE _ _ a (42 ILE GLAS_ _ rn - - o - -I (30 )LE DWA (5)) SED AU Y ^oo ( ) \ / \ i' i \\\ \\ \ UNDER -PLANTED \\ \ I - - _ / O 11 / `.WITH MEADOW \ 1k, �1 / A v m S ' A\ (7) BET R -�Vv1 J702 (26)CALATH �� IIIL � - - - - - - 3� / (3 PLA I I ) I ti ti I -I - �/ q /) i 1067 SF D 6�G 8�2 SF ......... .... _ —703- �744SFi �93SE�� I / . ( ( p goy �� r, _ • / /3` r, �nvv op/ / - �_' _ - _ -- ___- ---(97)HYPCAL �� ----- ----- - �I _ r - - - -- - - - - _ ' / 03) PAN SHD - - (86) PAN HEA _ - • 1 (4) ACE RBR / / / / / 1 _(1 - I • \ --704 O b / jam- - - (92) ECH PUR (33) PAN SHD (24) ITE SPR - V - / -(20) ITE SPR \ (77) RUD HIR \ ` (71) JUNEF \ 4 v I EXISTING TREE TO / / _ -- v V , v ----____-- o— = -- . \ / / �-�- �� (27) SED ALT \ \ �(14) ITE SPR'6 (3) ACE RBR _ _� REMAIN -TYP./ i�_\ \ �� \ \ ` \ �- E __-__- _ --- - - - y —UFOL = —UFO 705-" � / -- ' \ mom\ O \ \ \ \ _ \� �l \ O P—UFO C R —I 1OHP— / 705- - - - - - S \ _ _ _ - - - O - - — — — — _ \ UFO U► / I \ \ _ r- I I �\ — ----- \�� \` \\ / I / / ® �' / �T c�h OHP / I \ j.lgoo 700 � \ —----7b5 1 — �\ v _ _�F_ / � �/ // Y �= 05- CN } _ —I— ---dH - `\ I �\ / ' / _UF // —OHP �6'. I — ,> SAN- l - - UFO _ --- -- — �> ` - -OHP X ' f / / / ' - - _ / OHP SCALE V=30' —SA N- - - i / / / O / / A �I 1 I I pk� - 1 0i T �HP 3 vI 0' -- 6 ' ' VAJx 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 OVERALL LANDSCAPE PLAN LlnO L1.1 DETAIL PLANT KEY SHRUBS BOTANICAL NAME CEP OCC CEPHALANTHUS OCCIDENTALIS CLE HUM CLETHRAALNIFOLIA-HUMMINGBIRD' COR KEL CORNUS SERICEA'KELSEYF 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 VER IRIS VERSICOLOR LOB CAR LOBELIA CARDINALIS MONMCX MONARDAX'GARDENVIEWSCARLET' OSM REG OSMUNDA REGALIS RUD FILL RUDBECKIA FULGIDA FULGIDA SED AUT SEDUM X 'AUTUMN JOY' BUILDING ADDITION FOUNDATION PLANTINGS / / (53) JUN EFF 111M NINA. ��—UGP P7)_ILE RED . TURF M im en� um. - , cr;�;rrf``t• "�� w/Rv y ��. • • ••i0••• - ••iii••iiiii.�•�n�•�. "� �•rr�-y�Y�� ♦.• �. �� '� -•.pj I %� -•ps�� 1w ►�..�.1 t 1:+. Y ••.•.•.o•.• ❖:❖:••.•.:.�.•.•.. ��; .<:•' I� Il ►fir / �S„ �'' •'�''=+:�i�i::*i8 iV�:�:�:�:�i��:::�:�i��:�:��::�� : r /� riffle Wall11 �� i� ♦ sew♦ y, .�0 ♦V�.; ��.!:-:.!.!.!:!••••••••••••i i i•:••i i•i •••. p' ..•..❖:•:. ��par ••r0•• A e rgab / 1 I l / I.. I CO EXISTING TREE / I'/ �� / / / I• , / i ! . Colo 4. � , / l I (61) SPO HET / ♦ ♦ SEE SHEET 1.O , � ♦ \ // � / �� ;.i:::. _ °' I I / (102) RUD FUL N . / ♦ FOR TREE ....•:.' .: 64 SPO HET PLANTINGS / � / ♦ I , ,� ,' // / / / . *.. � � � � T � , -•�/ I / �+� 1. / � i i �. . go / s TURF / / 1 / / r. / / a i / / v- r v — I i (128) RUD FILL O HET ( ) PO HET ;'.. (116) SP 106 S / (44) LOB CAR / (36) JUN EFF/ /t441 LOB CAR 67 (36) JUN EFF (44) i i—� TT71T1T T1T�T1rlr�—I—I // / , s . �I-11�1I1j �_Tll l l-il l-I�j (36) JUN EFF TURF / / f 0. (29) ILE RED ' / f f f �.. / (44) LOB CAR/' / ff f. � .. _ LjJ�� 11 � l (36) JUN EFF / s � f f' . 1R�7I )00 � O / U 110 ro SCALE 1/8"=1'0" PLAYGROUND PLANTING PLAN D 8' 16' 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 DETAIL LANDSCAPE PLAN L 1 n 1 ADD ALT 1 - COURTYARD PLANT KEY SHRUBS BOTANICAL NAME CDR KEL CORNUS SERICEA'KELSEYI' HYDMUN 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 MORROWII SPO HET SPOROBOLUS HETEROLEPIS PERENNIALS BOTANICAL NAME HEU AUT HEUCHERA VILLOSA -AUTUMN BRIDE' EXISTING SCHOOL BUILDING EXISTING TREE (4) ILE RED (9) HYD MUN (27) SPO HET a � I - - - - - - - - - - \ \ BUILDING ADDITION �� !�r�ri,�ri,�ri,�ri,�ri,��. srrrrrrrr_0,,_�•.'l, ��'� I r ' yM� • • - • c �� __JW N-14 (46) HEU AUT ;41)) HEU AUT �� II TT (118) CAR PL� bp•.'.❖.❖.•OpO.pp❖.•00 ................... .: „..,.. „.. ...:, s9� - - o C X Q �(6) ILE RED = TURF Q a a � - --� SEE SHEET 1.0 4 d ' a FOR TREE 5 PLANTINGS \ a ADD ALTERNATE 1 - COURTYARD PLANTING PLAN �1 BUILDING ADDITION � I I £9 OVN SCALE 1/8"=1'0" 0 8' 16' VAJx D O VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com 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 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 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 150 lbs of atmospheric nitrogen per acre per year. The Nitrogen fixation by Durana will provide enrichment to a stand of low maintenance cool & warm season 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. 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 Price/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 % Carex rulpfnofdea, PA Ecotype Fox Sedge, PA Ecotype 24.00 5.60 % Chasmanthium lahio/ium, WV Ecotype River Oats, WV Ecotype 811.00 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 dandesdnum, Tioga Deertongue, Tinge 16.84 3.00 % Panicten nodulum, PA Ecotype Redtop Panicgrass, PA Ecotype 48.00 . 3.00 % Rudbeckia hirta 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 % Asdepiasincenuta, PA Ecotype Swamp Milkweed, PA Ecotype 160.00 1.00 % Carexscapana, 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 % Bavasia 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 Indian town 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 % SoAdago nemoalis, PA Ecotype Gray Goldenrod, PA Ecotype 360.00 0.20 % Solidaga rugosa, PA Ecotype Wrinkleleaf Goldenrod, PA Ecotype 420.00 100.00 % Mix Price/lb Bulk; $31.12 Seeding Rate: 20 Ito per acre with a cover crop of grain rye at 30 lb per acre Stormwater Management; Uplands & Meadows The native perennial forbs and grasses provide food and cover for rain garden biodiversity. Mix formulations are subject to change without notice depending on the availability of existing and new products. While the formula may change, the guiding philosophy and function of the mix will not. MEADOW MIX NOT TO SCALE County of Albemarle Conservation Plan Checklist- To be placed on Landscape Plans (Handbook, pp JH-Z84-ill -297 for complete specifications) 1. The fW wwtmg items shr-y be mown on the plan• 4 Trees to be saved; 63 Limits of clearing (outside dripline of trees lobe saved); ® Location and type ofprotectivefencing; lie Grade changes requiring twee wcus or weirs; 0 Proposed trenching or tunneling. beyond the limits of cleating, 2. Markings: ® All trees to be saved shall be marW wit¢ PE-4411 or ribbon at a height clearly visible to equipment operators. ® No grading shall begin until the tree marifthuslicen inspected and approved by a Countyht$pxtor, 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 _114048 Including soil shay no be hyn• giffija the drtpti® ot'ar� to be saved, 6. 3oi1 Erosion and 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 bestood 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 coustmetler-m 9. Tree Wells: ® When the ground level must be raised within the driplino of a tree to pesgm" free well ehall bepr6irlAodaid a construction detml submitted fs approval. 10. Tree Walls: 63 When the ground level must be lowered within the dripline a tree. to be saved, a tree wall shall be provided; and a construction dead] submitted for approval. 11. Trenching and Tunneling: ® When trenching is required within the limits offelcarin& it shall be done as far away from the monks of Nees as possible. Tunneling under a large tree shall be con_sidamci rare when it is anticipated that necessary trenching will keepy, feedemoots. 12. Cleanup: ® Protective fencing shall be the last items removed during the fry Ic Panty, 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 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 1- 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. INCORPORAT 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 4 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 14 QUERCUS PHELLOS WILLOW OAK 2.5" CAL. B&B 419SF 5866SF TIL COR 8 TILIA CORDATA LITTLELEAF LINDEN 2.5" CAL. B&B 288SF 2304SF EVERGREEN TREES 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 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 CITY 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 64 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 52 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 86 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 139 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 OF BALL. IF CONTAINER GROWN, REMOVE • 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 FILL 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 `00000 e 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 F I�I ��I/-��JI IiI v _�a/� O��•��gI�jr.—/1lC-,'�� g-- ,� u,�-\ 4 6/I�/-�� I tII �/�\ —\-`�'\P - / 6 9` /` /I `"0 9I I /r'�a'- �I y '"/,'/s�I ..I I r e. / 1 �`'-`� P U��I�aI /t-�IeI ..- •/ 1 _/I'6- _ � /`�A, _�/° /A/-v,- s1IsI/I�/\ I'yP\ _ / �`\ ;�I I\\i , \ A ��\I I` - '= L„� �� /�I \ I -%I REF. EF. I1 CIVIL IVIL DW.GSI\Ir.�l `FOR OR BASE BID AND ADD ALT. 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ADD ALT. 4 0ADD ALT. 3 SEAT WALL 9 DINING TERRACE w -SEE DETAIL 8, L4.0 w SEAT WALLSEE IN aDETAIL 3, L4.0 0 rn- 'TTF ri tp 0\0 � I\1 \A \ � \ \ \ \�o \ LLLI 3 y" 699 7 6 ------------ rn 40 cc cp ' rJ-7/0 2 CL 783- - - - LANDSCAPE BED - - - - -- - - v1 r \1 _I 11I LI / /-- I-_ v-` / \ 'LANDSCAPE BED /\ q �U wc _ O --UFO ENU \r �s-- - \' U/FO\ o705 TA o wool o70 ° var 1 — ONP' — goo - 700 i -I- - - - - dH - - — OHP b' S _ UFO A - OHP �_— 11 _ - SA -R111/ - - — HP' oHP _ o --UFO - _ - — o SCALE 1 "=30' _ O�f;7 \ / X - �SA - / i / / / / \ - I / �■ _ _ 0 1ll�1_J - - -�_—/0HP1 1 0 30' 60' co 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 OVERALL LAYOUT AND MATERIALS PLAN L3n0 I 1 ASPHALT PAINT LEGEND I �� \v COLOR'A'= PALE YELLOW I I I 1 I \ I I I \ 1 \ COLOR'B' = LIGHT BLUE I I I \ 1 \ \ COLOR 'C' = ROYAL BLUE I \ �I I I I \ I I II I I EXISTING SOCCER FIELD I I I I \ I \ I \ I I I II I \ \ ` \ ■ � � ■ 4" TRACK STRIPING =WHITE I \ *SUBMIT COLOR SAMPLED TO LANDSCAPE ARCHITECT v v v v *THESE ASPHALT COLORS ONLY APPLY WITHIN THE \ PLAYGROUND BORDER. THE PERIMETER TRACK IS TO `v v REMAIN BLACK. Co 7 I ( Co (01 1 I � ICo (01 II 1 ------ / NOTE: PROPOSED PLAY EQUIPMENT BASIS OF \ \ I / ---- DESIGN: BURKE ` I ADDITIONAL ACCEPTABLE MANUFACTURERS: � v ---- - �� ASPHALTTRACK' / i-\ \ i� KOvMPAN v `v ' RELOCATED BENCH 4" WIDE PAINTED STRIPES PLbYWORLD v v CONCRETE STEPS V/ v v v v 7: ------!'-� ?—FLUSH r--- �� ------ ---- _ \ \ 1NTED=AS _ALT 677 r 1 - \ COLOR W 678 / \ \ \ PAINOR'C'S \ \ — / / _ \ \ \ / V \ \ I __u............- _- - - ---- ............ 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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 L3., 1 VAJX D O J \ \ \ \ SANMIN \ \ \ \ I SAN\ \ \ \ ADD ALT. REF. CIVIL DWGS. FOR BASE BID PLAN \\\ \ \ \ \ CENTERLINE ------ -- ------- ---- ---- -------- — --- ---- ------ ---- of v ------------- --- — L \ 1 \ J � \ LANDSCAPE \ \ \ 681 `\ f \ BED \ \ \ \ \ 6 STONE BORDER v v v \ I` DECORATIVE BID ITEMdo rn \ LL7 rn \ \ Cl) (D \ \ \ I I I a \ II \\ I I JI I I I I I \ S8 OVN ` 1411 v \ \ \ SCALE 1/4'=1'0" \ 0 4 \ 8 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 COURTYARD LAYOUT AND MATERIALS PLAN L3n2 FACE OF BUILDING 9" MIN. DEPTH PLAYGROUND MULCH VMDO DECORATIVE STONE BORDER 1 1/2" = V-0" 2" COMPACTED STONE DUST PATH W/ STABILIZER 4" COMPACTED VDOT FLUSH CURB - #21A STONE BASE ,500 PSI @ 28 DAYS 3@ 28 COMPACTED RAIN GARDEN - REF. SUBGRADE-95% CIVIL DWGS. S.P.D. 3/16" THK. STEEL EDGING W/ 12" STAKES @ 24" O/C TURF III III III II IIII1 I I I � I I I I I I I I ROT -RESISTANT -III LANDSCAPE FABRIC - TURN UP AT EDGES COMPACTED SUBGRADE-95% S.P.D. FLUSH CONCRETE CURB 1 112" = V-0" III=III=III=III=III=III— 3/16" THK. STEEL EDGING W/ 12" STAKES @ 24" O/C LARGE CHALET STONE - 4" MIN. DEPTH ROT -RESISTANT LANDSCAPE FABRIC ROT -RESISTANT ---`_I LANDSCAPE FABRIC —1 111 IIIIIIIIII 111; TURN UP AT EDGES II�IIIII�III1, 111- STONE DUST PAVING 1 112" = 1,-0" 2" COMPACTED STONE DUST PAVING W/ STABILIZER 4" COMPACTED VDOT #21A STONE BASE COMPACTED SUBGRADE- 95% S.P.D. EXTRUDED ASPHALT CURB LIGHT DUTY ASPHALT PAVING - REF. CIVIL DWGS.\� \� COMPACTED SUBGRADE - 95% S.P.D. PLAYGROUND EDGING - SECTION 1 1/2" = V-0" ADD ALTERNATE #1 IIIIIIIIIIIIIIII 11- ' I� IIIIIIIIIIII- III "I -III_, II I IIIII 111 11� � I I I �111111111111111 � I ROT -RESISTANT LANDSCAPE FABRIC - TURN UP AT EDGES 8"x8" CONT. VDOT #57 STONE WRAPPED IN ROT RESISTANT FILTER FABRIC 4" PERF. PIPE - HOLES DOWN -CONNECT TO DRAINAGE SYSTEM 1 1 ' CONCRETE PAVING ' 4" COMPACTED VDOT ' #21A STONE BASE ' ' 2'-2„� CAULKED EXP. JT ' W/ S.S. DOWEL @ 24" W/ ' O/C ' ' CONCRETE STEPS d a ° ° ° ' SLOPE TOP OF CONC. TO a ° ° ' DRAIN ° a ° ' 5/4 x 3 IPE W/SLOTS p _ ' 1 x 4 STRIP @ 18" O/C I III —III —I M ATTACH TO 1 x 4 W/DECK CLIPS NO SLOTS ON ° a III III —III —III —III —I EDGE PIECES - a ° a —III —III —II I —III —I - ' N TYP. —III—III—III—III—III—III ° —III—III I I —I I I— N N °F. III III—III- STRUCT. DWGS. FOR N ° d ° _—III—III III —I WALL AND FOOTING ° a a III —III —III —III —III- DESIGN ° °° ° ° _ III —III —III —III —III a III III —III —III —III —III � ° III —III —III III —III —III- N ° ° � IIII III III III � N ° _ ° a � a I— III —III ° —III —III- I I —III —III —III —III —I 11 11 I —III —III —III ` d ° -I III III ` 4 I I III III III I I N —III ° ° III —III —III ° °_ _ I II1-1 fff I I II I I I —III —III —III —III —III —III III —III —III —III —III —III —III —III —I I III III III III —III —III; I l N 1 I I III —I I —I 11—III—I I —I 1—I IIII;IIIIIIIIIIIIIIIIIIIIIII�,III- I ' � 1 COURTYARD SEATING - SECTION ADD ALTERNATE #3 ADD ALTERNATE #1 ADD ALTERNATE #4 noi r � � � � � � � � � t It It 1• � � � � � � � � mi r � � � � � � � � � � � � � � It = � 1. 1. 1• � 1. 1. 1. 1. 1. 1. 1. 1. 1• 1 -6" SLOPE TOP OF CONC. TO ' DRAIN CONCRETE SEAT WALL ' #4 REBAR @ 12" O.C. SLOPE TOP OF CONC. TO D4 ' #4 REBAR @ 12" O.C. xI 3 IPE W/SLOTS a HORIZ. N � 2' 1 x 4 STRIP @ 18" O/CATTAC ' a 1/2" CHAMFER -TYP. d CONCRETE WALL #4 HORIZ. REBAR @ 18" O/C ' H TO 1 x 4 W/DECK ' CLIPS � d d Q #4 VERT. REBAR @ 18" O/C ' ' NO SLOTS ON ' CONCRETE WALL - SMOOTH 1/2" CAULKED EXP. JT a EDGE PIECES - FINISH ' S.S. DOWEL @ 24" ° ° a Q d 2^ c� TYP. ' O/C ° ° ° SIDEWALK a 4 � � — — _ � ' CONCRETE PAVING °d a F = d x¢ 4" COMPACTED VDOT d —III 6" VDOT #57 STONE - — a #21A STONE BASE ' WRAPPED IN ROT w �D N 4 ° 4 RESISTANT FILTERFABRIC > a a as Q °° ° ° ° —III III III„ III III, d d III III III d III III —III —III —III —III 4" PERF. PIPE - HOLES ~ FINISH GRADE „III„ „III, ,III„ DOWN -CONNECT TO ROOF DRAINAGE SYSTEM @ 18" O/C #3' 2OLONGREBAR d d d a ° #4 HORIZ. REBAR 21" O/C @ - CONT. a s N II III III III III III ffi d g 1 1 GL CONCRETE FOOTING O d. � a a d 4 d d a 2' 0'-8" 1' CONCRETE FOOTING - 3000 PSI @ 28 DAYS COMPACTED SUBGRADE 1 -III—III =_ 1 III=III= ' REF. STRUCT. DWGS. FOR ' #4 REBAR x 3 LONG @12 O.C. WALL AND FOOTING ' DESIGN (6) #4 REABAR - CONT. ' N CONCRETE SEAT WALL N COURTYARD PLANTING BED RETAINING WALL DINING TERRACE SEAT WALL - SECTION 8 1 1/2" = V-0" 6 1" = 11-01, 3 1" = 11-0" ' VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • bemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 SCOTT W. WILEY No. 1629 �a 08/24/2022 Checked By S. WILEY Designed By M. RACHNER Drawn By 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 WPOAMENDMENT#1 28.MAY.2021 7 WPOAMENDMENT#2 24.AUGUST.2022 8 MINOR SITE PLAN AMENDMENT 24.AUGUST.2022 DETAILS L4n0