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Home My WebLink AboutWPO202000039 Plan - Revision 2020-12-03CROZET ELEMENTARY SITE DATA: TAX MAP PARCEL: 05600-00-00-064EO COUNTY OF ALBEMARLE SCHOOL BOARD DB. 1044, PG. 498 DB. 1098, PG. 703 PARCEL AREA: 21.16 AC LIMITS OF DISTURBANCE: 5.41 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 WETLAND IMPACTS: NO WETLANDS ARE IMPACTED AS A PART OF THIS PROJECT WATER SUPPLY: ACSA PUBLIC WATER SANITARY SUPPLY: ACSA PUBLIC SEWER DRAINAGE DISTRICT: RIVANNA NOTES: 1. THERE ARE MANAGED STEEP SLOPES WITHIN THE PROJECT LIMITS. 2. THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100-YR FLOODPLAIN. 3. THE SITE IS LOCATED IN A WATER SUPPLY PROTECTION DISTRICT. 4. A WPO STREAM BUFFER IS LOCATED ON THE SUBJECT PROPERTY AND WILL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. PARKING REQUIRED: THE NUMBER OF REQUIRED SPACES SHALL BE DETERMINED BY ALBEMARLE COUNTY PUBLIC SCHOOLS, DOCUMENTED IN A PARKING STUDY, AND SUBMITTED TO THE ZONING ADMINISTRATOR FOR APPROVAL EXISTING PARKING: 86 SPACES PROPOSED PARKING: 130 STANDARD SPACES 6 ADA SPACES 136 TOTAL EVERYDAY USE SPACES 12 BUS SPACES 41 SPECIAL EVENT SPACES 189 TOTAL SPACES SPECIAL FLOOD HAZARD AREA INFORMATION: SPECIAL FLOOD HAZARD AREA (FLOODPLAIN) YES [ I NO [ X I TRIP GENERATION LAND USE: ELEMENTARY SCHOOL ITE CODE: 520 AMOUNT: 680 UNITS: NUMBER OF STUDENTS Trio Generation for Crozet ElementarySchool LAND USE ITE CODE AMOUNT UNITS WEEKDAY AM PEAK HOUR PM PEAK HOUR ADT IN OUT TOTAL IN OUT TOTAL Elementary School 520 680 # of Students 1285 239 203 "2 104 127 231 UTILITY DEMANDS WATER FLOW (AVERAGE DAILY DEMAND) AVERAGE FLOW RATES (FROM TABLE A 12VAC5-590-690) ELEMENTARY SCHOOL = 10 GPD/PERSON 10 GPD/PERSON x 770 PERSONS (90 STAFF + 680 STUDENTS) TOTAL = 7,700 GPD AVERAGE HOURLY DEMAND = 7,700 GPD / 24 HOURS = 320.83 GPH MAXIMUM HOURLY DEMAND = 320.83 GPH X 300% = 962.5 GPH PEAK HOURLY DEMAND = 962.5 X 150% = 1,443.75 GPH 1,443.75 GPH / 60 MIN = 24 GPM TOTAL FIXTURE COUNTS WATER CLOSETS = 44 LAVATORIES = 38 DRINKING FOUNTAINS = 12 SERVICE SINKS = 7 SEWER FLOW (AVERAGE DAILY FLOW) ESTIMATED TOTAL = 10 GPD/PERSON x 770 PERSONS = 7,700 GPD SCHOOL ADDITION, WPO/VSMP SUBMISSION - WP0202000039 COUNTY OF ALBEMARLE, VIRGINIA WHITE HALL DISTRICT VaQ �o 1ar*,N� 12/02/2020 PROJECT LOCATION Gout Three Wo ch d 240 APPolochion Mountains n A r T A k�1Sh Q,,p4q RP rnwnwill R� VICINITY MAP SCALE: 1" = 2000' OWNER: ALBEMARLE COUNTY SCHOOL BOARD 401 MCINTIRE RD CHARLOTTESVILLE, VA 22902 CONTACT: JOE LE17ERI TELEPHONE: (434) 975-9340 FAX: (434) 975-9341 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. CHARLOTTESVILLE, VA 22903 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: 434-327-1688 Sheet List Table Sheet Number Sheet Title C0.0 COVER C0.1 OVERALL SITE PLAN C1.0 NOTES & DETAILS C1.1 NOTES & DETAILS C1.2 NOTES & DETAILS C2.0 EXISTING CONDITIONS C2.1 EXISTING CONDITIONS C2.2 DEMOLITION PLAN C2.3 DEMOLITION PLAN C3.0 EROSION & SEDIMENT CONTROL NOTES & DETAILS C3.1 EROSION & SEDIMENT CONTROL NOTES & DETAILS C3.2 EROSION & SEDIMENT CONTROL PLAN - PHASE I C3.3 EROSION & SEDIMENT CONTROL PLAN - PHASE I C3.4 EROSION & SEDIMENT CONTROL PLAN - PHASE II C3.5 EROSION & SEDIMENT CONTROL PLAN - PHASE II C3.6 EROSION & SEDIMENT CONTROL PLAN - PHASE III C3.7 EROSION & SEDIMENT CONTROL PLAN - PHASE III C3.8 EROSION & SEDIMENT CONTROL PLAN - PHASE IV C3.9 EROSION & SEDIMENT CONTROL PLAN - PHASE IV C4.0 LAYOUT & UTILITY PLAN C4.1 LAYOUT & UTILITY PLAN C5.0 GRADING & DRAINAGE PLAN C5.1 GRADING & DRAINAGE PLAN C5.2 GRADING SPOT SHOTS PLAN C5.3 GRADING SPOT SHOTS PLAN C5.4 STORMWATER SUMMARY PLAN C5.5 STORMWATER SUMMARY PLAN C6.0 STORMWATER MANAGEMENT PLAN C6.1 STORMWATER MANAGEMENT QUANTITY C6.2 STORMWATER MANAGEMENT QUALITY C6.3 STORMWATER MANAGEMENT QUALITY C6.4 BMP MAINTENANCE C7.0 STORM SEWER PROFILES C7.1 STORM SEWER PROFILES C7.2 STORM SEWER TABLES 1-1.0 LANDSCAPE PLAN 11.1 DETAIL LANDSCAPE PLAN 11.2 DETAIL LANDSCAPE PLAN L2.0 LANDSCAPE NOTES AND DETAILS L3.0 OVERALL LAYOUT AND MATERIALS PLAN L3.1 PLAYGROUND AND MATERIALS PLAN L3.2 COURTYARD AND MATERIALS PLAN L4.0 DETAILS A004 PHASING DIAGRAMS - PHASES 1 & 2 A005 PHASING DIAGRAMS - PHASES 3 & 4 SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING & ZONING ENGINEERING INSPECTIONS DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION TOTAL SHEETS = 32 APPROVAL DATE VMDO VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com •��•0 0 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. bemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 y5873 Checked By Designed By Drawn By Brr an oc y Lie. No. 53741 12-100 B. CICHOCKI K. ROESER K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 2 FINAL SITE PLAN RESUBMISSION #1 3 WPO PLAN RESUBMISSION #1 COVER DATE 10.AUG.2020 25.NOV.2020 02.DEC.2020 Como _ -710� 10 I I IOHP / � v OHP 1 / _� _— w 1p8— \ / i SEE SHEETS C2.17 C2.37 C3.31 C3.51 C3.71 C3.91 C4.17 C5.1, C5.3 & C5.5 s s s s s s j s a s s s s s s s s s s s s s s s s s s�\s� s sCDi �' � s s s s � // •� s s s,� �'� IT CID to It Z \\ 1/� / II � � l/ 1 Il II10 /l I' y Y � — — � _ I/ / •1 \ I I \ ro , \ �il'fll. � , `\ \ III / !'-,S> 1 1 Z—N23°31'S6"W — 1 W \\ II �illl W I / I I I I ) 1 / f r I { I � 7 85 o �14�1 Np\o _��\mom \ \ AM ij� s s s ��i�� s \ ` - \ `� �� oob°° \ \� s\ s"6' \I\:��M�\s- 8 \® O O \\` \\ \ \\\\\\\ 1 I W o \\\\�\\\. \ \ I \ TMP 56-64E I / �' — J COUNTY SCHOOL BOARD OF \ ALBEMARLE COUNTY, VIRGINIA I W DB. 1044, PG. 498 \I \moo \ \ \ \ \ I m \ roOp / DB. 1098, PG. 703 1 I \ \ \ 1\\ ! \ \ \ Q Q ZONED: RA (RURAL AREAS) ¢/I 5Z %/ I /'\`®® \ aIIIlII !3�It �I II / / / / � � I {{{��,, I I I `I! � � •') c \ — r — 1p3 - / 1 _ _ i / / / "' I I I ' ` \ \ \\ 1 � 1 1 � 1111 \ b --707 1\�_102' N_ \/ I �l\,\'l;I I \\\ \ J/ \\'\1111\\ \ W `O ^- n `— W—^0^ _` _ 00— �o, —� )� \ \ \ I l I =.\\ \ \ \ \�\ \ \ \\\\\ I i f _ _W �0 �o i\ I \ \ 15 RC _ GP G I _ 1 III I LEGEND ® WATER VALVE ® WATER METER FIRE CONNECTION FIRE HYDRANT ® POST -INDICATOR VALVE O STORM DRAINAGE (SD) MANHOLE ® ® STORM INLET W/ GRATE o ROOF DRAIN/ DOWN -SPOUT RCP REINFORCED CONCRETE PIPE PVC POLY -VINYL CHLORIDEPIPE HDPE HIGH-DENSITYPOLY-ETHYLENEPIPE CMP CORRUGATED METAL PIPE SANITARYMANHOLE ® CLEAN -OUT In TELECOM PEDESTAL D UTILITYPOLE on LIGHT POLE < GUY WIRE ® UTILITY VAULT,ASNOTED ❑ ELECTRIC BOX (D ELECTRIC METER ® GAS METER -—SAII SANITARYPIPE WATER -LINE — W UNDERGROUND TELECOM/FIBER UTILITY uFo UGP UNDERGROUND POWER/ELEC UTILITY - OHP oHP OVERHEAD POWER UTILITY G UNDERGROUND GAS UTILITY FENCE -LINE CENTERLINE SWALE/DITCH EDGE OF PAVEMENT (EP) CONIFEROUS TREE (CNFR) DECIDUOUS TREE (DEC) EG EDGE OF GRAVEL SIDEWALK SIGN OO BOLLARD MONITORING WELL (F) PROPERTY MONUMENT FOUND, AS NOTED THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF JOSEPH C. MEDLEY FROM AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION; THAT THE ORIGINAL DATA WAS OBTAINED ON THE FOLLOWING DATES: MARCH 10-12, 16, 18, 23-24 & 30, 2020. THIS BASE -MAP AND DIGITAL GEOSPATIAL DATA INCLUDING METADATA MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED. 1. HORIZONTAL DATUM IS BASED ON NAD83 (NA2011), VIRGINIA STATE GRID, SOUTH ZONE. VERTICAL DATUM IS BASED ON NAVD88. DATUM ESTABLISHED THROUGH NETWORK RTK GPS (LEICA SmartNET) OBSERVATIONS. 2. TOPOGRAPHIC DATA DEPICTED BASED ON A CURRENT FIELD SURVEY BY THIS FIRM, COMPLETED MARCH 30, 2020, 3. THIS IS NOT A BOUNDARY SURVEY,' BOUNDARY SHOWN HEREON IS BASED ON DEEDS AND PLATS OF RECORD IN THE CLERK'S OFFICE OFALBEMARLE COUNTY, VIRGINIA, AND RECOVERED MONUMENTS AND FIELD OBSERVATIONS. 4. BASED ON FEMA FLOOD INSURANCE RATE MAP (FIRM), MAP NO. 51003CO229D, PANEL 279 OF 575, EFFECTIVE DATE MAY 16, 2016, THE PROPERTY LINES IN UNSHADED ZONE 'X; AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. 5. MISS UTILITY TICKET INITIATED, TICKET NO. B622100685-00B. 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 t\\\\A�II \ 1 I I I I I� 1 m I, _ l �0 o 1 I III /I c98\ III I \ \ \ \ \ \ \-A I,`Il++w \ I 17 + �,f I I i FR67X- SETBACK \ \ / \ \ \ \ \\ 1 \ \ \t�ry / \ -H 4 I ROT E K I \A \\ I \ '703---/ \I'Y- _ - /i - - -- \ ' \ 1 I 5 3.0 "0 \ i gg5 / /,N6 5� VV \_�54.77'. - _ _ -11 _� ° �- �'✓ -=��_ _ _ =r" - i _--- - - - - -- "CMP \\\ \ \ _ II N _ - /_/ - ------- — III / I I I q W 416.56 - \ \ I o \\ l \ ! - _ x _ �� P _ - _ :.,.•. 11°20_5_ _ _ " CIA \I I ! / _ � �uF ► I OH OHP i it I _ — �) O \ I / !/ �i J / ��F0 \ 1—OHP SAN OS. \ / / / / pHP — dy / ,�,, ,, rr / _1-UFO_— \ i �� /�05 / /\ '' ' O 15 R =t 1 OI{ 6HP'I' OHM v 10 1 SEE SHEETS C2.0, C2.21 C3.21 C3.49 C3.69 C181, C4.09 C5.0, C5.2 & C5.4 1 \ \ SCALE 1 "=40' / 0 40' 80' V )V\ I ) O VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. bemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 Checked By Designed By Drawn By vj kD. Cichocld 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 OVERALL SITE PLAN GENERAL NOTES GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL LEGEND ROADS SEWER TRAFFIC STOP BAR mSTORM EXISTING SANITARY SEWER PIPE & STRUCTURE NO. DROP INLET & STRUCTURE NO. 0-SAN-1111lit--OS PROPOSED SANITARY SEWER CURB O PROPOSED SANITARY SEWER LABEL O CURB & GUTTER WATER DRY CURB & GUTTER - - EXISTING WATER LINE PROPOSED PAVEMENT g• yy PROPOSED WATER LINE PAVED DITCH 0 g• yy PROPOSED VALVE - JUTE MESH DITCH Ti g• yy PROPOSED TAPPING SLEEVE - CENTERLINE OF DITCH PROPOSED FIRE HYDRANT ASSEMBLY (FHA) (COMPLETE) BENCH MARK PROPOSED FIRE DEPARTMENT CONNECTION (FDC) . . CLEARING LIMITS ® PROPOSED POST INDICATOR VALVE (PIV) T R-1 VDOT STANDARD STOP SIGN GRADING - -200 - -- EXISTING CONTOUR TIC= TOP OF CURB 200 PROPOSED CONTOUR BC =BACK OF CURB + 240.5 EXISTING SPOT ELEVATION EP = EDGE OF PAVEMENT TW = TOP OF WALL TIC 240.5 PROPOSED SPOT ELEVATION BW = BOTTOM OF WALL TS = TOP OF STAIRS 1D PARKING COUNT BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT E1PRESERVED AND MANAGED SLOPES ElCRITICAL SLOPES NEEDED FIRE FLOW NEEDED FIRE FLOW CALCULATION PER PROJECT MEP (CMTA) 300GPM REMOTE AREA (0.20GPM/1500SQFT) 250GPM INSIDE/OUTSIDE HOSE STREAM ALLOWANCE 50GPM 10% SAFETY FACTOR 600GPM TOTAL AlbowdeCouttty SeMceA4t 6ri Hydrant Flow Date of Report 5/29/2018 '09"'s Test Report tse epiaw nwd a,ellgean�.. vA aall Haal9rrJe11 Location Cozet Elementary School Date and Time of Test 5/29/2018 1:32:00 PM Minutes of Flow 2 Pipe Size (Inches) 8 Pressure Hydrant 11144 Static Pressure (psi) 87 Residual Pressure (psi) 68 1 1 Q20 Looped I Q20 Multiple Inline Hydrants FQ20 Single Flow ❑ Sprinkler Test Single Flow Flow Hydrant #1 11145 Pitot Pressure #1 (psi) 68 Yellow 1 ❑ Test Flow 1 1152 Flow Hydrant #2 Pitot Pressure #2 (psi) Yellow 2 ❑ Test Flow 2 0 Flow Hydrant #3 Pitot Pressure #3 (psi) Yellow 3 I -I Test Flow 3 0 Total Estimated Flow (gpm) 1152 AW WA Q20 Calculation (gpm) 2275 (No value In Q20 Indicates insufficient pressure drop for Q20 OR a sole sprinkler test.) Comments Hydrant open all the way. For me' hod of calculating pilot flow with a red Pollard diffuser see eq. 13, Walskl and Lutes article 1990 Journal Management and Operations Ai For yellow Pollard diffusers, a best lit third order polynomial equation of the Pollard flow is. pilot pressure gauge is used. Estimated Consumption (gal) 2304 For use for water audit _I Signature of Tester: 1429 - d� 1425 9 1433 '76 ,t tJ FH1208 a \v l - fr ua�_ 0 � o ti ! to II 71,2 I �o a da m 1408 /� W =.. {4U7 pa ce 6 )( a o CSA Hydrant 700--..., Ph °= i nSenrice, Ownership o FH171 Not In Service,ACSA Owned e V Not In Service, Private Ownershi \\��••`✓✓// // In Service, Private Ownership In Service, ACSA Owned - - 688 CSA Water Main wnership �p 6" ACSA 6g FH1290 6 -_ Private Ownershi s 684 676 DISCLAIMER srruwres lNartion, my ag ppudm ris " dtende for dimmaD arc use ro genial used a lowter any m- pn m -me sa Ma ro ary 19yaNa, Albemarle County ealim m, singreferencewn an this ma am mmal lesshown gahows Mge IbaEanpupoa Tlie Mysteme nus Ms map Eel evetl to Eeaecte N E hom ernpinumbty nyd tsondror rare Y gas Yhayabear Ddaedphysime � pd tmuseiczl time of iN pdmsi ines Airy date somi nisfopdg2pM1yainamon my Woodall imprrnemeciepropertyconor EOYMadeemfmommest rrto,mationanyaidod nit Eeusedmen S Service Auth6rity tlasign, motlifiranon, orwnsEumon mimp,iVemems to reg progeny pr(orflootl plain Oerermiration. Cpnred ACSA tliaelr far apedfliptirry lomaom. 0 70 140 210 280 Aadal magermv yocommoealNevirdnia Feet alammaloioere ariceMacouniy Dracemarm ACSASUIIMMMDM2 �'H'9&Oc "II9 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 BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. Albemarle County Engineering Final Plan General Notes Page I of 4 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes 1, Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT), This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontalwertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III, 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) 23. STABILIZATION OF DISTURBED AREAS MUST, AT A MINIMUM, BE INITIATED IMMEDIATELY WHENEVER ANY CLEARING, GRADING, EXCAVATING OR OTHER EARTH DISTURBING ACTIVITIES HAVE PERMANENTLY CEASED ON ANY PORTION OF THE SITE, OR TEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING FOURTEEN (14) CALENDAR DAYS. STABILIZATION MUST BE COMPLETED WITHIN THE PERIOD OF TIME DETERMINED BY THE ADMINISTRATOR. IN ARID, SEMIARID, AND DROUGHT -STRICKEN AREAS WHERE INITIATING VEGETATIVE STABILIZATION MEASURES IMMEDIATELY IN IS INFEASIBLE, ALTERNATIVE STABILIZATION MEASURES MUST BE IMPLORED AS SPECIFIED BY THE ADMINISTRATOR. (WATER PROTECTION ORDINANCE SECTION 17 - 405 6.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. �A COUNTY OF ALBEMARLE CONTRACTOR SHALL PROVIDE ALL INFORMATION Department of Community Development REQUIRED FOR CONSTRUCTION RECORD DRAWINGS: P Construction Record Drawings (As -built) for VSMP The following is a list of information required on construction record drawings for stormwater facilities (reference Water Protection Ordinance 17-422). It is preferable that the construction record drawing be prepared by someone other than the designer. Please do not provide design drawings as construction record drawings. A. A signed and dated professional seal of the preparing engineer or surveyor. B. The name and address of the firm and individual preparing the drawings on the title sheet. C. The constructed location of all items associated with each facility, and the inspection records to verify proper dimensions, materials and installation. The items include, but are not limited to the following: 1. Inspection Records and photographs for pipe trenches and bedding, including underdrains. 2. Video Pipe Inspection for any pipes which are not accessible or viewable. 3. Updated Location with geo-coordinates of all facilities. 4. Verified Drainage Area maps for the drainage area treated, and for drainage to the facilities. 5. Current physical and topographic survey for all earthen structures. Ponds should include a survey of the pond bottom. Surveys should verify pond volumes are per design. Corrections may be required for alterations from the design. 6. Plants, location and type. 7. Plans and profiles for all culverts, Pipes, Risers, Weirs and Drainage Structures - Display the installed type of drainage structures, culvert/pipe size, weirs, materials, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. 8. Computations: For significant deviations from design, provide sealed computations verifying that the as -built condition is equivalent or better than design. 9. Ditch Lines - Display the constructed location of all ditch lines and channels, including typical sections and linings. 10. Easements - Show all platted easements with dead book references labeled. Facilities and drainage must be within platted easements. Provide copies of recorded documents. 11. Guardrail, fences or other safety provisions - Display the constructed location of all safety provisions; fences, guardrail, including the type, length and applied end treatments, compared to design. 12. Material layers - 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. V)VX D O VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • 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 kD. Clchoclu lie. No. 53741 12/i/I Checked By Designed By Drawn By B. CICHOCKI K. ROESER K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 2 FINAL SITE PLAN RESUBMISSION #1 3 WPO PLAN RESUBMISSION #1 DATE 10.AUG.2020 25.NOV.2020 02.DEC.2020 NOTES & DETAILS C100 VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. RESBTII® RESERVED PARKING PA. PMTPETY =00RE $D-OD RE W0C�7OW AWAY ZONENE 6' ABOVE 6'ABOVE FNISHED FINISHED GRADE GRADE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST SEE DETAIL. ADA PARKING SIGNS No Scale TOP OF CURB I ---LEI VDOT A-3 CONCRETE X d SURFACE �� X�\X� BASE 12" . /\�x\� `CONTINUE 21B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB FLUSH CURB (PARKING LOT) No Scale 2 RIVER STONE (8" DEPTH) NON -WOVEN GEOTEXTILE FABRIC \� ��\� VDOT CURB (SEE DETAIL) �° DENOTES GRAVEL FILTER STRIP ON PLANS GRAVEL FILTER STRIP DETAIL No Scale 2' FROM EP OR FACE OF CURB 7-1/2 6' LENGTH ANCHOR WITH %" REBAR IMBEDDED 24" IN GROUND; 2 PER WHEEL STOP PRECAST CONCRETE WHEEL STOP No Scale SIGN STD.0 POST GALVANIZED POST TO BE DRIVEN (SEE VDOT DETAIL STP-1) v SIGN AND POST DETAIL No Scale 6X6-W2.9XW2.9 6 1'-6" C. 6" INSTALLVAPOR BARRIER FOR INTERIOR APPLICATIONS 6" VDOT NO. 21A STONE TURN DOWN SLAB DETAIL No Scale _ BARS VERT. @ @ 12" O.C. #4 BARS LONG. �@ 10" O.C. VARIES 2'-1" MAX. V-0" MIN, - FINISHED GRADE 8" TO THE DEPTH OF CURB MA' A MINIMUM OF 13" AND A MAXIMUM OF 19" VDOT A-3 CONCRETE CONTINUE STONE BAS_ FROM ADJACENT PAVEMENT SECTION UNDER CURB VDOT STANDARD CG-3 No Scale 7 STEEL CAP 6" DIAMETER HOLLOW STEEL PIPE (POWDER COAT YELLOW) STEEL SLEEVE � PAVEMENT 2'-0" DIAMETER CONC. FOOTING 3,000 PSI @ 28 DAYS REMOVABLE BOLLARD DETAIL No Scale SIGNAGE NOTES: 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY REVISION THERE TO: A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. D. THE 2000 INTERNATIONAL FIRE CODE. 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN NOTE 1 ABOVE. 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. SOLID WHITE LINE 24" STOP (TYP.) 12 STD. (VARIES) R1-1 NOTE: STOP SIGNS TO BE 30" WITH STOP BAR DETAIL HIGH INTENSITY SHEETING NO SCALE SOLID WHITE LINE 2 2' (TYP.) (TYP.) STRIPING AND SIGNAGE DETAIL "'FAN" SHAPED 4'-0" METAL BACKBOARD FINISHED COURT SURFACE 3,16„ 3 V-6" R 4" DIA. GALVANIZED PIPE FORMED UPRIGHT CONC. FOOTING ANCHOR PIN RIM 1 STANDARD BASKETBALL GOAL NO SCALE TYPICAL BASKETBALL COURT LAYOUT No Scale i 61 LEGEND ROADS TRAFFIC STOP BAR 1 STORM PIPE &STRUCTURE NO. �® DROP INLET & STRUCTURE NO. L�J CURB O CURB & GUTTER — 200 — — EXISTING CONTOUR 200 PROPOSED CONTOUR TC 240.5 PROPOSED SPOT ELEVATION 1O PARKING COUNT GRADING TC = TOP OF CURB EP = EDGE OF PAVEMENT EX. = EXISTING PROP.=PROPOSED APPROX. = APPROXIMATELY COMPACTED SUBGRADE PRESERVED AND MANAGED SLOPES r 4" MIN. CRITICAL SLOPES L } e d d 61 d a; 1 I~T OR AS SHOWN IN PLAN. SLOPE NOT TO EXCEED 1:12� WHEN ALONG SIDEWALK 6„ d iT 4 EP/ FC I� 1 OR AS SHOWN ON PLAN WHEN NOT ALONG SIDEWALK CURB WIPE DOWN DETAIL No Scale 1.5" DIA. GALV. NOTES: 1. PROVIDE SHOP DRAWINGS FOR HANDRAIL FOR REVIEW PRIOR TO CONSTRUCTIONS 2. RAIL ON BUILDING SIDE OF RAMP TO 3'-0" BE MOUNTED TO BUILDING FACE. 4" MAX SL P AS SHOWN IN pL MAX. 1:12 cd ilm4tk*21 CORE DRILL CONCR_. HANDRAIL POST, EMBED HANDRAIL A MINIMUM OF 6" BELOW FINISHED GRADE AND GROUT TO THE FULL DEPTH OF EMBEDMENT (TYP.) ADA RAMP AND HANDRAIL DETAIL No Scale EXIST GRADE METAL INSPECTION FRAME W/ SOLID LID (NEENAH R-1975 OR EQUIVALENT) v 3" CONCRETE COLLAR CRUSHED STONE BEDDING 6" DI CLEANOUT CLEANOUT DETAIL No Scale FOR DESIGN OF BACKBOARD REFER "NATIONAL FEDERATION OF STATE HIGH SCHOOLS ASSOCIATION" F "'^" SCHOOL LEAGI BASKETBALL STRIPING 5' SI TO E PAVEMENT PLUG AT END OF LINE NO SCALE 'A` n' ITDOOR ETBALL GOALS BOARD/SUPPORT/BASKET NET(SEE IL THIS DWG) 2" R 4" CONC CURB AND GUTTER CLASS 3A, (fc=3,000 PSI) CONCRETE 6„ d Vill —� d 13" a a d. a a S / d `1 d a d a a 7„ Q. 4a d d, d a \ 4d ad 4 d � a oo o CONTINUE 21B STONE o BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB I-61, 1-6" 2'-0" — VDOT STANDARD CG-6 CURB & GUTTER No Scale 4" VDOT A-3 CONCRETE CONTINUE 21 B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB VDOT STANDARD CG-2 CURB No Scale HANDICAP SIGN EOP HANDICAP SIGN LOCATION (VAN) LOCATION (TYP.) CONCRETE BUMPER o 0 BLOCK ANCHOR WITH PAPERED o 18, 5/8" REBAR IMBEDDED 2 /o MAX. 24" IN GROUND VDOT 1 4„ SPEC. 1 8' 1 5' 8' 11' 1 5" TYPICAL VAN ACCESSIBLE ACCESSIBLE HANDICAP SPACES TYPICAL PARKING SPACE DETAILS No Scale EXISTING PAVEMENT PROPOSED P `FACE OF CURB 4" PAINTED STRIPE (TYPICAL) 1 REGULAR SPACE r 2 > NOTE: PROPOSED a SAWCUT THROUGH o- MATCH EX. CROSS PAVEMENT MUST TIE EX. SURFACE w SLOPE UNLESS OTHERWISE IN WITH EXISTING w COURSE X w SPECIFIED ON PLANS & REMOVE PAVEMENT PAVEMENT PROPOSED 2' MIN. 2"+ SURFACE COURSE EXISTING PAVEMENT MIjEX.URFACE COURSE 7 BASE COURSE SAWCUT .GE OF PAVEMENT AGGR. COURSE PAVEMENT REPLACEMENT JOINT DETAIL No Scale NOTES: 1. FINE BROOM FINISH ALL STAIRS. 2. RAIL ON BOTH SIDES OF STEPS (IF NOTED) 3. SEE PLAN FOR RISER HEIGHT 4. MAX. CENTER TO CENTER SPACING BETWEEN STAIR POST TO BE 6'. ADD CENTER POST IF NECESSARY TO MAINTAIN MAX. SPACING 1.5"DIA GALV. 12" MIN RAIL (TYP.)\ I~� (TYP.) FINISHED R= %4" 1„ I CONTROL JOINT SPACED pp AT WIDTH OF WALK (MAXIMUM) ° ya'v e EXPANSION JOINT AT MAX OF 30% WITH PREMOLDED EXPANSION FILLER CONC. WALK ra COMPACTED SUBGRADE CONCRETE SIDEWALK JOINT DETAIL No Scale VARIABLE WIDTH' NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2% 4" 21-B STONE NOTE: SIDEWALKS SHALL BE --- 4" 3,000 PSI AIR -ENTRAINED CONSTRUCTED IN CONCRETE ACCORDANCE WITH COMPACTED SUBGRADE 4" TYPE 21 B STONE VDOT STANDARDS. m ' a DENOTES AREA OF CONCRETE SIDEWALK CONCRETE SIDEWALK PAVEMENT SECTION No Scale EXPANSION JOINT WITH PREMOLDED EXPANSION 1/4" SEALANT FILLER, "ZIP STRIP" OR NON -SLIP BROOM FINISH EQUIV., SEAL WITH WWF 6x6 W2.9xW2.9 SILICONE SEALANT 2„ d 10" 3,000 PSI AIR ENTRAINED PORTLAND CEMENT CONCRETE 0 0 0 0 0 0 0 0 6" TYPE 21A STONE COVER COMPACTED SUBGRADE (CBR 11.2) DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS HEAVY DUTY CONCRETE SECTION No Scale 2" ASPHALTIC CONCRETE SURFACE COURSE - SM-9.5A 3" INTERMEDIATE BASE COURSE - BM25.OA 0 0 0 0 0 0 8" TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale 2" ASPHALTIC CONCRETE SURFACE COURSE - SM-9.5A 8" TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) (TYP.) EXp, JOINT """"""' FINISHED DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS 12" MIN GRADE (TYP') 12" CONCRETE (TYP.) 3'-0° � � , LIGHT DUTY ASPHALT PAVEMENT SECTION 1/2" R d (MAX) No Scale 1 118" „d WASH V-4" EXP. 8I CORE DRILL CONCRETE FOR 1.5"-2" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A JOINT a 5„ HANDRAIL POST, EMBED HANDRAIL A MINIMUM OF 6" 1/8" d BELOW FINISHED GRADE AND WASH GROUT TO THE FULL DEPTH a OF EMBEDMENT (TYP.) 8" 5" # 57 STONE o EXISTING AGGREGATE BASE d #3 REBAR (12" O.C.)�`-�� 1'-101, 9" (2) #5 REBARS, BOTTOM CONTINUOUS, ��/�i COMPACTED SUBGRADE " LAP 2'-2" AT SPLICES j� MILL AND OVERLAY SEQUENCE: 3„�L COMPACTED SUBGRADE REMOVE EXISTING ASPHALT. COMPACT AND ROLL TEST EXISTING BASE COURSE. THEN PLACE 1'-4" EXTERIOR STAIRS No Scale 4' 3.5' O ° FIXED BOLLARD DETAIL No Scale 4" DIAMETER STEEL PIPE FILLED WITH CONCRETE. BOLLARD SHALL BE PAINTED YELLOW -PAVEMENT 2'-0" DIAMETER CONC. FOOTING 3,000 PSI @ 28 DAYS NEW ASPHALT SURFACE. MILL AND OVERLAY PAVEMENT SECTION No Scale IF TYPE 21-B AGGREGATE BASE COURSE COMPACTED SUBGRADE o0 o DENOTES GRAVEL SECTION ON PLANS GRAVEL ROAD SECTION No Scale VMDO VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com •�••00 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 y5873 Checked By Designed By Drawn By Bryan D. Cichoc)fl 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 NOTES & DETAILS C 1 1 V)VX D O GRASSPAVE2 RUE E \ STRAPPING TAPE CONTAINS EITHEI GRAVEL, NON SHRINK MORTAR, CONCRETEETC WP-2 FUJI mmN D9 MARKER WITH INTEGRATED OR REMOVABLE ANCIR (BY OTHERS) TACK COAT THE PROPOSED CONSTRUCTION JOINT - _15 I - _ H- - L- EI - - H L AYLECi EXISTING SUBBASE PROPOSED SUBBASE ---------------------- COMPACTED SUBGRPDE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 1'/2 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 DRNNAGE 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 II/2 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. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS. ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 I REVISION DATE 303.G2 April 2015 ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC VIRGINIA DEPARTMENT OF TRANSPORTATION Lane Closure on a Two -Lane Roadway Using Flaggers (]Figure TTC-23.1) av3HV x80M s-a'v avow OV3HV NN aro3 T a tea' - out �T mm ■ j • 1 4k- ■ NOIlV1S a309Vl3 All FEND ROAD WORK G20-2 (V) 500 ± 0 0 0 50' 100' 0 O o SEE NOTE 4 00 o 0 0 Ir + o0S xMOM OV08 ON3 'PORTABLE TEMPORARY Z4 RUMBLE STRIPS SEE NOTE 14 t (OPTIONAL) 1: Revision 1-411/2015 80' - 120' SPECIFICATION REFERENCE 315 GRASSPAVE2 FRELANE SHRUB MASS NOT TO SCALE GRASSPAVE2 Firelane Detail Use this detail for delineating a Grasspave2 firelane n Ron SAN (aWVE1 ROAOBA IussvAvez HRkLArve PRE CASTCOEREIE 00. BRICK PAVER 6-8" ROUNDED CORISLES FIREIANE RAM CONCRETE Qa9, HNGIR VANES DPP"` tXMIPACIEO scorn FwsH coNCRETE CURB --------------------------- O O ---------E ______________ GRASSPAVE2 FIRELANE SURFACE MOUNTED ^� ). uwDsaPE auIDNG UPLIGER 91RER , BOLLARD/LKalr FlXNRE I --FlRFIANE --------------------- FIRELANE EWE COMPACTED SANDY TREATMENT AREAS cg ,gtls'_�� q GRAVEL ROAOBASE N TH6 DETALI65QIEMATIC w NATURE. DESNNER SHALL SPEQEY SPACING AND DESIGN OF FW E TREATMENTS. SPACING WILL, VARY WITH TURFTYPE, SLOPE,FlRE OEPARTMRNT REQUIREMENTS, ETC.. GRASSPAVE2 By INVISIBLE STRUCTURES "- Invisible Structures, Inc. GP2Firelanel l.dwg REINFORCED TURF DETAIL Page 6H-53 No Scale SHADOW VEHICLE REQUIRED SEE NOTE 4 111 50e - I Do, FLAGGER STATION SEE NOTE 2 SEE w NOTE • 0 LU ■ ■ W20-7 tcut ut SEE n j NOTE 1 BE 1 PREPARED W3-4 SEE TO STOP SEE NOTE 9 NOTE 1 RUMBLE f 6 STRIPS SEE AREAD SEEE NOTE 14 NOTE 1 LANE W20-4 AD SEE EAD 17NOTE1 ROAD WORK VV20-1 AHEAD 1.0' J- DIRECTION OF FLOW FROM PATH 1 PONDING AREA kN FOR LENGTH GRAVEL FLOW SPREADER DETAIL No Scale 3,000 PSI @ 28 DAYS (TYP.) 3+ AYAINVISIBLE sT_ a_u_c Lu R E .R 303-233-8383 www.invisiblestmctures.mm V4.1 DIRECTION OF FLOW FROM PATH 18" BROWNSTONE J MARAFI 140N DEPTH = 1.5' FILTER FABRIC WIDTH = 2' OR EQUIVALENT WIDTH PER PLAN TOTAL WIDTH GATE ASSEMBLY MINUS 6" N-8%" OD X 0.322 PIPE Y2" x 18" DIA STEEL COLLAR (GATE) J \-CG-2 CURB ASPHALT 6%" x 0.432 HINGE (SEE SHEET C1.1) (SEE SHEET C1.1) POST PIPE L32„ Y2' x 3" SHIM WELDS (8 TOTAL) -Y2" x 15" CIA STEEL COLLAR (POST) I II x CIA Jam" STEEL PLATE HINGE POST DETAIL NO. 57 STONE WIDTH= 1' SURROUNDING PONDING AREA GATE ASSEMBLY PIPE Y2' x 3" SHIM NOTES: WELD (8) P 1. CONTRACTOR SHALL FIELD VERIFY ALL MEASUREMENTS NECESSARY FOR THE INSTALLATION OF THE GATE PRIOR HINGE TO THE PURCHASE OF MATERIALS. POST PIPE 2. PIPE SHALL MEET ASTM A 53, GRADE B. 3. CUT PIPE TO PROVIDE TIGHT FITTING JOINTS. HINGE POST 4. USE 100% PENETRATION WELDS FOR PIPE SECTION CONNECTIONS. 5. GATE AND POSTS SHALL RECEIVE 1 COAT PRIMER, 2 COATS PAINT AFTER FABRICATION. COLOR SHALL BE YELLOW. ACID DRAIN ;� FTTTI :� IJ�TTiIs ;�s4111ZrFlCTFTITT>':Ti � � �� rs�'TI � 1�1 ITS �� IIT� I� One meter channel Inside view of channel-shovving channel ID number �� and knockout if applicable (every 5th channel) Onaalmlhl ® Half meter channel 747 19.69' (0.5 meter) 10.83' (275mm) 128(3is 3lgry 146075mmN • �l 39.37' (1 meter) alcv - tzozmml 16.73" (425mm) *.A •64 17.8E 1200mm1 I r O ® $ 8.86 (2225mm) 7.87" 2 Omm) ®®®"® 16.73' to to (425mm) 5.75" (400mm) ti li --�I 6.30' (160mm) 10.24" (260m) O (68mm) O O Knockouts included on every 5th channel B A�l (�l B A lie" Ile" Type 902G In -line catch basin Ir 19.6919.69"(� 9,92I�. 1252mn) 22.67"(576mm) 7.7°(ZOOm 1 Total capacity= (ri (V 91 19 gallons ti r, F ® ro _ E •t�i •T�i E `tlI A •Fa W V ACO DRAIN KlassikDrain - K200 Galvanized steel edge rail channel system Description pan No. Invert trichina MmP wgt Lbs. Description part No. ewer[ Indians mina Wgt Lbs. K2-00 Neutral channel - 39.37' (limit 75041 7.87 200 83.6 K2-28 Sloped channel - 39.37" (1m) 75028 13.39 340 113.3 K2-1 Sloped channel-39.37"Ilml 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" 1 ni 75002 8.27 210 84.7 K2-30 Sloped channel -39.37"OmR 75030 13.78 350 115.5 K2-3 Sloped channel -39.3T Unn 75003 8.46 215 85.8 K2-030 Neutral channel - 39.37" (Imp 75047 13.78 350 115.5 K24 Sloped channel - 39.37' LEE) 75004 8.66 220 86.9 K2-0303 Neutral channel-19.69" (0.5mp 75048 13.78 350 68.0 K2-5 Sloped channel -39.37'IImlm 75005 8.86 225 88.0 K2-31 Sloped channel -39.37"(lm) 75031 13.98 355 116.6 (26 Sloped channel-39.37' LEE) 75006 9.06 230 89.1 K2-32 Sloped channel -39.37"Ilm) 75032 14.17 360 117.7 K2-7 Sloped chanrNl-39.3Tf1m) 75007 9.25 235 90.2 K2-33 Sloped channel-39.37"(lm) 75033 14.37 365 118.8 K28 Sloped channel - 39.37' LEE) 75008 9.45 240 91.3 K2-34Sloped channel -39.37"(lm) 75034 14.57 370 119.9 12.9 Sloped channel *39.3TIlm) 75009 9,61 245 92A K2-35 Sloped channel -39.37"lump 75035 14,76 375 121.0 K2-10 Sloped channel -39,37"(IMF 75010 9.84 250 93.5 K2-36 Sloped channel -39.37"Ilm) 75036 14.96 380 122.1 K2-010 Neural chawa4 - 39.37" (Imp 75043 9.84 250 93.5 K2-37 Sloped channel-39.37" (lm) 75037 15.16 385 123.2 K2-0103 Neutral charnel-19.69" (O.Smp 75044 9.84 250 56.0 K2-38 Sloped channel - 39.3J" (1M 75038 15.35 390 124.3 K2d1 Sloped channel -39.37"(lm) 75011 10.04 255 94.6 K2-39 Sloped chanrrel-39.37°(urn) 75039 15.55 395 125.4 K242 Sloped channel*39.37"(lm) 75012 10.24 260 95.7 K240 Sloped channel -39.37"11Top 75040 15.75 400 126.5 (2-13 Sloped channel-39.37" (lm) 75013 10.43 265 96.8 K2-040 Neutral channel - 39.37" lump 75049 15.75 400 126.5 K2-14 Sloped channel 39.37" Unt) 75014 10.63 270 97.9 K2-0403 Neutral charnel-19.69' (0.5mp 75050 15.75 400 77.0 K2-15 Sloped channel-39.37" lump 75015 10.83 275 99.0 K2-901G hlhe catch basin -19.69" 10.5mp 94611 32.81 833.3 68.0 K2-16 Sloped channel 39.37" (lm) 75016 11.02 280 100.1 K2621G catch basin-19.69" 10.5mp 94620 37.33 948.1 91.0 K2-17 Sloped channel -39.37"(lm) 75017 11.22 285 101.2 K2631G catch basin - 19.69"(0.5m)e 94633 49.33 1252.9 101.0 (2-18 Sloped channel- 39.37" Urn) 75018 11.41 290 102.3 K2SerER; 600 Optional plastic riser 99902 - - 10.0 K2-19 Sloped channel -39.3T(lm) 75019 11.61 295 103.4 Foul air trap - fits both 900& 600 sedes basins 90854 - - 1.2 K2-20 Sloped channel -39.37"(imp 75020 11.81 300 104.5 Universal end cap 96821 15.71 399 1.4 K2 -OW Neutral channel - 39.3E (Imp 75045 11.81 3D0 104.5 Debris strainer for 8' bottom knockout 93498 - - 0.2 K2-0203 Neutral channel-19.69" (0.5mp 75046 11.81 30D 64.0 K24nstallabon device 97478 - - 2.8 K2-21 Sloped Channel-39.37"UM) 75021 12.01 305 105.6 Grate removal tool 01318 - - 0.3 K2-22 Sloped channel- 39.37" (lm) 75022 12.20 310 106.7 K2QmkLok locking bar 10457 - 0.5 K2-23 Sloped channel -39.37"(lml 75023 12.40 315 107.8 K2-24 Sloped channel -39.37"(lm) 75024 12.60 320 108.9 K2-25 Sloped channel - 39,37"(Imp 75025 12,80 325 110.0 K2-26 Sloped channel -39.37"(lm) 75026 12.99 330 111.1 K2-27 Sloped channel -39.37"(lm) 75027 13.19 335 112.2 •, mil all Notm ( { 1. TNs channel offersa hotiom Imncknrt lo4" ur & 6" round 2. Insists shown are for the made and; for fennle invert depth subtract 5mm (=0.27 from the rtale evert (exceptfor relMal channels, Whom dvA be sane as male imet. End Cap is Visa a H To Calodate the overall channel depth add 25M (-1.0") to invert depth. 3. This catch basin kit includes a polymer concrete top, removable Quicklok locking bar, trash bucket and plastic base. Select an appropriate grate. Outlet flow rates 0.2n'sen id U U 4. This catch basin let includes a polymer concrete top, removable Quicklok locking bar, deep trash bucket, plastic riser and plastic base. Select an apprepdate grate. Outlet Product Outlet size GPM CIF (Sch. 40) A Bottom outlet - K2-00 4" round 153 0.34 A Bottom outlet - K2-040 4" round 216 0.48 B Bottom outlet -K2-00 Bottom outlet-K2-040 End outlet-K2-00 End outlet - K240 End outlet-K2-10 End outlet - K240 Type K2-902G 6" round 6"round 4"round 4" round T8753 25.33" 344 486 132 202 437 263 0.77 1.08 0.29 0.45 0.71 0.97 0.59 C C i 6"round320 p roun 4" round _E IF Type K2-902G 4" round_ _ 4"round 6" round 31.83" 23.76" 31.83" 297 254 658 0.66 0.57 1.47 G Type K2-902G Type K2-902G N 1 Type K2-902G 4" round 23.91" 255 0.57 K2-902G Type K2-902G Type K2-902G 4" round 6" round 30.40" 24.68" 24.13" 290 570 256 0.65 1.27 0.57 .Type K E 4" round M Type K2-902G 6° round 31.82" 658 1.47 N Type K2-902G 4" round 31.26" 294 0.66 0 Type K2-902G Type K2-902G 6" round 8" round 31.26" 31.82" 651 1149 1.45 2.56 Is Q Type K2-902G 6" round 30.32" 640 1.43 R Type K2-902G 23.19" 251 0.56 round - S Type K2-902G 4-roo-und - 29.90" 288 0.64 April 2018 ACID DRAIN One meter channel (Half meter channel 19.67 lwomml l91" nNBOma O yarn n•zn sx - (tWmnl �rytp 5'69 1 YiiE ow,em) . N , H Knockouts included on every 5th channel 4•SCHt0lmak-aatq � Q Type K9015 In -line catch basin II-- JJ 6`.1 Mwtk-qn B isx.,o �,•aroas.N � 91P i nao.a z" ® _ e� e� ® . - o,0 D 0 D T 0 0 •N •N It v J T tau - 10 49 II V crri Nate: These are the pipe lbw rates at the specified outlet, It NOT channel Flax rates. -Catch E -� basin flour rates are trick Bell end haket reduces uses trick to fit bucket reduces floe. 4' orpe Sch. rr �^.g rr^ m C _ `_J vJ �125.13Ntm) O O V V - ACO, Inc. SPEC Northeast Sales Office [Vast Sales Office Southeast Sales Office Electronk Contact: 4211 Pleasant Road iTh@ACODrain.us 9470 Pinecone Drive Mentor, OH 44060 825 W. Beechcraft St. Casa Grande, AZ 85122 Fort Mill, SC 29708 www.ACODrain.us Tel: (440) 639.7230 Tel: (520) 421-9988 Toll free: (800) 5434764 Toll free: (800) 5434764 Ton Free: (888) 490-9552 Fax: (803) 802-1063 Fax: (440) 630-7235 Fax: (520) 421-9899 • Oyu alaA Ol Tha nlIXp,g pea W, pmtlu[t NPvetlmhP [ur ¢huff Sn01g PMmbP WP [dmro ds5 eIa 1Pr reeu IM1at buy OM.. O Mrva mnapmv m ure are award aw emva Pl me company. ass the cuMIXrers respo„s�muly IP QUPmPte s�monny aPa safety of prPm,n for me "u,� um-Aeo, me ACO Nil ,ese,re are ngmm mange tie wa•ct ad scetxr<nw.c.nmw nwa. April 2018 ACID DRAIN KlassikDrain - KS100 Stainless steel edge rail channel system Description Part No. lvat Inches® Top Weight Lbs. Description Part No. Imren Incda hes® m Weight Lbs, KSI.00 Neutral channel -39.3T(Imp 74441 3.94 100 28.1 KS1-28 Sloped channel -39.3T(lm) 74428 9.45 240 49.8 KSld Sloped channel*39.37"(Im) 74401 4.13 105 28.1 KSI-29 Sloped channel-39.37"(lm) 74429 9.65 245 50.6 KS1-2 Sloped charnel-39.3T(lo) 74402 4.33 110 28.9 KS1-30 Sloped channel -39.37"I ni 74430 9.84 250 51.4 KS1-3Slo channel-39.37' lm Pad ( ) 74403 4.53 115 29.7 KSI-Cl Neutral channel-39.37" lm ( p 74447 9.84 250 51.4 KS14 Sloped charnel-39.3T Urn) 74404 4.72 12D 30.5 K51-03M Nuttrd Chanel-191(0.5mp 74"11 9.84 250 24.0 KS16 Sloped channel 39 3T (Iri 74405 4.92 125 31.3 KS1-31 Sloped channel 39 37" (lm) 74431 10.04 255 52.2 KS16 Sloped channel 39.3E(1o) 74406 5.12 130 32.1 KS1-32 Sloped channel 391 74432 10.24 260 53.0 KS1-7 Sloped channel 3937"(1m) 74407 5.31 135 32.9 KS1-33 Sloped channel 39.37"(lm) 74433 10.43 265 53.8 KS18 Sloped channel 39.37'(lm) 74408 5.51 140 33.7 KS1-34 Sloped channel -39.37"(Im) 74434 10.63 270 54.6 KS1-9 Sloped channel -39.37"(ln) 74109 5.71 145 34.5 KS1-35 Sloped channel -39.37"(IMP 74435 10.83 275 55.4 KSI-10 Sloped channel .39.37' mp 74130 5.91 150 35.3 KS1.36 Sloped channel -39.37'I1N 74436 11.02 28D 56.2 KSI-010 Neutral channel-39.37" lm 1 pl 74443 5.91 150 353 KSl-37 Shapedchannel-39.37"lm 1 74437 11.22 285 57.0 KSI-0103 Neutral channel -19.69'(05mp 744" 5.91 150 17.0 KS1-38 Sloped channel -39.37"(lm) 74438 11.42 290 57.9 KSI-11 Sloped channel -39.37"Unn) 74411 6.10 155 36.1 KS1-39 Sloped channel 39.37"(lm) 74439 11.61 295 58.7 KSI-12 Sloped channel -39.37"(1M 74422 6.30 160 36.9 KS140 Sloped channel*39.3T(lnlp 74440 11.81 300 59.5 KS1-13 Sloped channel -39.3T turn) 74413 6.50 165 37.7 -- KS1-040 Neutral channel -39.3T hmp 74449 11.81 300 58.5 KS1-14 Sloped channel -39.3TI1M 74414 6.69 170 38.5 Kill Neutral chart-191(0.5m)' 74450 11.81 300 27.5 KS1d5Sloped channel -39.3TIlmp 74415 6.89 175 39.3 KS1-901S In✓ine catch basin-19.69"(O.SmF 94609 27.63 702 52.6 KS1-16 Sloped channel *39.37'Uni 74416 7.09 180 40.1 KS1621S catch basin -19.69"(0.5mP 94618 28.86 733 55.8 KSI-17 Sloped channel *39.37"I T) 74417 7.28 185 40.9 KS1631S catch basin -19.69"(O.Smp_ 94632 40.86 1038 65.8 KS118 Sloped channel -39.3TI1M 74418 7.48 190 41.7 Series 600 Optional plastic riser 99902 - - 10.0 KS1-19 Sloped channel -39.37"I TT) 74419 7.68 195 42.5 Foul air trap -ffts both 900&600 series basins 90854 - - 1.2 KS1-20 Skilled channel - 39.3 7" (1 ml 74420 7.87 200 43A KSI-30466-Net Cap 96844 924 250 5.2 KSI-M Neutral channel - 39.37" (Imp 74445 7.87 230 43A 1,21-3086 6" Outlet Cap 96845 9.84 250 5.0 KS1-0203 Oki" dhanal-19.69"(0.5mp 74416 7.87 200 20.5 KS140466-Idet Cap 96846 11.81 300 6.0 KS1-21 Sloped channel-39.37' Unn) 74421 8.07 205 44.2 KS140845 6" Outlet Cap 96847 11.81 300 5.8 KS1-22 Sloped channel .39.37* Unn) 74422 8.27 210 45.0 Universal end cap 96822 11.81 300 0.4 KSI-23 Sloped channel -39.3T I1nD 74423 8.46 215 45.8 Debris strainer for 4' bottom knockout 93488 - _ 0.2 KSI-24 Sloped channel .39.37' (1M 74424 8.66 220 46.6 4" Oval to 6" round outlet adapter Kl installation device 95140 97477 - - 1.1 2.8 KS1-25 Sloped channel -39.3T Ump 74425 8,86 225 47.4 KS1-26 Sloped channel -39.37'(lm) 74426 9.06 230 48.2 Grate removal tool 01318 - - 0.3 KS1-27 Sloped channel -39.37'Ilm) 74427 9.25 235 49.0 K1QuickLok locking bar 026" - 0.1 o capacity - gat ons. • • V k Notes: Outlet flow rates 6"Oval Inlet cap End Cap � 1. This channel offal a bottom knockout feature: 4" round/6" Dual. 2. Inverts shorn are for the mNe act; for female inWmm as 16e same neleitand. depth aact 5(-0.21 flare the male event (accept for neutral chaarJs, Outlet Product Outlet size Invert K1-309-8 • tiis invert Wave W1 To calculate the oeral channel depth add 20am1(=0.89 to invert depth. GPM CFS (Sch. 40) Depth om outlet - KS00 4" round 3.94" 108 0.24 A Bottom outlet -KS40 4" round 11.81" 187 0.42 B Bottom outlet- KS00 6" oval 3.94" 177 0.39 B Bottom outlet - KS40 6" oval 11.81" 306 0.68 C End outlet - KS20 4" round 7,87" 132 0.29 C End outlet -KS40 4" round 11.81" 171 0.38 D KSI-308-6 6" outlet cap 6" oval 9.W 233 0.52 E KS1.408.6 6" outlet cap 6" oval 11.81" 264 0.59 F Type KSI-901S 4" round 19.30" 226 0.50 6 Type KSI-901S 4" round 25.67" 265 0.59 H Type KS1-901S 4" round 25.30" 263 0.59 1 Type KS1-901S 4" round 18.56" 222 0.49 Type KSI-901S 6" round 25.85" 586 1.30 K Type KS1-BOIS 4" round 26.43" 269 0.60 L Type KS1-901S 4" round 19.36" 227 0.51 M Type KSJ-901S 6" round 27.30" 604 1.35 N Type KSI-901S 6" round _ 19.99" 505 1.12 O Type KS1-901S 8" round 27.30" 1051 2.34 P Type KSI-901S 6" round 26.43" 593 1.32 Type 1- T K Ol "r " 27 Q S 9 S 4 Dunn 27.17 3 0.61 R- Type KSI-901S 4" round 20.69' 235 0.52 S Type KS1-9015 4" round 18.99" 224 0.50 T Type KS1-9015 6" round 27.1E 602 1.34 K1.9046 12.61"(320mm) T O O 6" Oval outlet cap r K1-308-6 V U r....... _ D 10.64"(270mmil K1-408-6 C C ■/ar E 12.61" (320rwN 4i P E �a ACONor Polymer Products, Inc. W Northeast Sales Office WaR Saks ONka Sohnlaeart Sales OMca Follow us on �J litilit 9470 Pinecone Drive 825 W. Beechcraft St. 4211 Pleasant Road ©IL $ fig L Mentor, OH 44060 Casa Grande, AZ 85122 Fort Mill, SC 29708 Tel' (440) 639-7230 Tel: (520) 421-9988 Toll free: (800) 5434764 Electronic Contact: Nou: These are the Dice box noes at the specified outet, NOT charnel flow raps. Catch basin ficaratesare W4hnuttras lawlat- usingtexhbeacketreducesflnw. 8z K1.9046 12.61"(320mm) T O O 6" Oval outlet cap r K1-308-6 V U r....... _ D 10.64"(270mmil K1-408-6 C C ■/ar E 12.61" (320rwN 4i P E �a ACONor Polymer Products, Inc. W Northeast Sales Office WaR Saks ONka Sohnlaeart Sales OMca Follow us on �J litilit 9470 Pinecone Drive 825 W. Beechcraft St. 4211 Pleasant Road ©IL $ fig L Mentor, OH 44060 Casa Grande, AZ 85122 Fort Mill, SC 29708 Tel' (440) 639-7230 Tel: (520) 421-9988 Toll free: (800) 5434764 Electronic Contact: Nou: These are the Dice box noes at the specified outet, NOT charnel flow raps. Catch basin ficaratesare W4hnuttras lawlat- usingtexhbeacketreducesflnw. 8z Toll free: (800) 5434764 Toll Free: (888) 490-9552 Fax: (803) 802-1063 info@ACODBULus Fax:(440)639.7235 Far(520)421-9899 WwaACODraimus ®SelRember 20I6 PCOP ly Ptlth, Intl Ri5 MIXm91on s dPlevMmhe atnnte bWtl arglg etmae[dmb2 ap.WP CMnM ai4an211PNITy m„eeutla thd[hyRr obta.. w@our product ar ofuseare boord as aonlyd of me compvry, tisbe m sresoretilq,m NPWIB suitab111ty end salary M Noel IN, mm w A 0 Polymer r. d t P. ac m change @e pPauct zoo meEfkdrdns mRmut sere. 111 O September 2016 www.ACODraln.us • � September 2016 %C0 K200 DRAIN No Scale VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vrndo.com •��•0 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • bemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 " a_ Checked By Designed By Drawn By vj kD. Clehocla IZ 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 NOTES & DETAILS VEHICLE GATE DETAIL No Scale C 1 2 JN AME) DEC INV IN'630 SB 15,''".R1:F (Nil : I I I /i' > / \ �/ 69 - ^ - - - INV. 1N=6P; INV. 684;1X4":(BLD):cONc. ' \INV. Ofi83.40' 15'° FZCF' l . _ _ J / CONC CONC COA /CANT1�Y FFE=69 .4V (/TYP ' COLUMN (THRESHOLD) MHS �G' 1.010 TYP. TOP =686.96' / 3' (W) DOOR INV. 1/6 673.74' PVC-LAT / / I 000 ' f / i INV/1N=673.44'8:PVC(NW) / (BREE2 ' IIA�V. OUT=673.20' 8" PVC / SD INLET (GRATE) / U / / / \ TOP=689.00' l I - - I I / I CO INV. OUT=68500' 15" RCP I J / �- / / / ' / 3' (W) DOOR 1 UGP J ( FFE=693.46' CONC. i / I (THRESHOLD) / / \ >• >• I M 7M M i�l r ilk � M m m m m � � M ,lam /I 689,89' ON TOP �92.84' 1'x VA ELEC. CONC. 6�� V11 BOT=690. INLET VAULT r 6' (W) DBL. DOOR Y�, t, / FFE=693.44' 6„ DE& \ I I / O 13'(W)DOOR CONC. ` FFE=693.43' 6' (W) DBL. DOOR CONC. UGP- - (GROUND) - LEVEL 1 PLANTER (TYP) I - I V V O NYLO TOP=691.85' SO INLET BLD LINE 6' (W) DBL. DOOR APPROXIMATE LOC f BACK -FLEW _ _ j I INV OUT=68730' 12" HOPE FFE=693.43' PREIEF / \ EX COMM SKETCHED \ / N , - / / / q _ ELEQI J COOLING IN BASED ON BEST I \\ / / f LY NE� - - CONE PAD TOWER ON AVAILABLE DATA \ / / �/� _g5 _ , _ J / / / / 6' (W) DBL. DOOR W / / I // / / 6g5 / / /� ® / / FFE=702.33' MULTI -LEVEL / MASONRY, BLOCK& FRAME r / / v I// IAfl ROX. IL C.1EX/din SCHOOL FACILITY - /I ROU(/ FUEL 7\�INE� CROZETES. - - (1407 CROZET AVENUE) II \ FFE=70 .367149 . DOOR 6' (W) DBL. / DOOR 15' W/OTH U�RGROUND UTILITY EASEMENU FOR VIRGIN CONC STEPS ELECTRIC ROWER COMP, NY , / /r / / I 4< PINE ® µ - 23 RISERS / DB. 1101, P .310 II /l /r / 1 \ I WA ERLINE / FOR ION OF3 \ 3' (W) DBL. KETCHE BASED I / I / O DOOR - - - - - - - - - I ON A SA G/S CONC h / \ e \ \ \ \ \ WALL - CONC. 701 Ste, CONC. I TOP=698.05' ZC11_ LC1r - \ \ / SWK �2\ I INV IN=680. 35'8"bVC I I15"P/ E \ _ _ �A _ "DE _ I I INV OUT=680.25' & PVC II I III J I I I `iS{' PINE \ 72" DEC 8'"'HEC 8" DEC I I CONC. SWK \ \ I \ I I I III I I \ \ CURB ` \ \ \ \ CURB \ a \ I II I I \\ _EP / _I EP/ I �I iI---- I I \ I w -- - w o w ^w /IcT W/GRATE I SD CURB o 696.02' (F/L) I /N III OUT=6� 37' 15" RCP / l L \\ -� 8 8 ` 8 8 �-UGP=8 _ UGP _ _ �- v� -UGP _ _ UG �k" ! ` CIiR� CONC SWK \ ^ \ 15"RCP i ---------- ----- - --- - ---- --- -- -- --- -- - -- --- -- _ _ I N I II 1---------- ----- \--------- -E/1- --, --- --- -- --G -- ---------------------CONC. d I 'DEC (12 SPACES) Ir / SD CURB INLET W/ MWD I f = INV. 1N9691.9215"RCP / rY I I I I I , 691 I INV. OUT=691.8T p5" RCP ASPHALT 1 (12 SPACES) I 1�0 (5 SPACES) ^' I 1 / J 1 S yRB: 2'DEC - -UGP- �- - - U - - -UGP- -/- % I 1F� CURB ro I I I / \ // / EP / 1 \ JEP I ¢ I i ' ' �x I - U I �\ -� CURB \ \ \- - �\----699------ TMP �`6-64 _700 _ _75RONCL T SETBACK ROBERTS. & BLAI4 R. ANPERSON- ' I I I - - - - _ _ _ - _ _ - - DB. 1871,PG.34 I I I N ------- -- --- --- v 18'pBC` ZONED: RA (RU AL A*AS) - \ I I I__�-_-�- ---- ----------------------- I �I-- -- - - - - -- - \ I -703- - \ i \ - - _ - _ - \O - - - - - - - - - - - - - - - 20'WATERLINEEASEMENT\ 1 r - I �I� _ _ I I - - - - - - - '� _ _ FOR AL9EMARLE COUNTY _ _ SERVIC'EAUTHORITY DB. \! k63, PG. 28 0112 8,"DEC I' r JIIUFO - I I I /II I 11\ I / I / 1DEC _ - - - - 8S'vDLrE'C 1 -UFO -UFO �1 II I I 12 Df� \ \ - �- -� I � 1 APPROX TREE I C I \ / I DRIPLINE(TYP.) / / 15"QMP cn \ VARIABLE WIDTH POLE LINE INV (1N)=@918% _ EASEMENT FOR VIRGINIA i ELECTRIC POWER COMPANY DB. 1101, PG. 310- ,, N11 °20'54-56' - _-- \ oc _ 7 0 pHr��• 1 O Z -- I - y- _='STEEP SJ,DPEB• _-_ _- --- -- - ------------ ` 7/LfANAG_EQ4 - r - 2Cr 1 \ dH0 - - - -- --- - - - - -\ EP - - \ _ _ cos dHO \ \ \ STATE ROUTE 810 ^ rvROZET AVENUE II / SAN � - - \ (VAR. WIDTHfN`1) / (L GRAVEL dH0 \ \ DB. 1096 PG. 741 ENTR. EP / TOP=704.14' / INV. IN=692.25'8"PVC INV. OUT=692.03' // EP d I 11 I cad I I CONC \ CANOPY\ \ \` \ '-,PtANTERCONC. STEPS- 2 REA9 (T'P) to \ tat N \ \ \ \ \ \ \ \ r \ \ \ \ \ \\\ \ - '•VSnr \ \\ \ ` \\ \ �\ `� \ \ \ �� -- \ \� \ \ \ \ TMP S6A1-1-73B2 \ ST GEORGE PROPERTIES, LLC DE6LL PED. DB. 4967, PG. 722-QODE \O ZONEDR2 HALL 3' (W) DOOR I,(W) C /\ \ ♦ \ \ \ ` ` \ \. \ \ b 2bs \ \ \ \ \ \ \ \ \ \ FFE=693.45' (THRESHOLD) \ `\ \ `\ \ ` ` \ \ \ \ ♦ \ ` \ Q \ \ \ ` \ \ ` \ \\\\\� \\ COLUMN MHS ' 1.010 TYP. \ .90 \ \ \ \ \ cP�. \ \ �\ \ \ \ \ \ \ m7d \\ \ \ 6 \ \ \ \ \ \ \ \ \ I 'D TOP=676.13' rq y 3' (W) \ \ \ \ \ / \ \ \ \ \ \ \ \ \ \� \ \ \ INV. 1N=66585' 8" PVC DOOR \ \ ` \ \ \ \ \ I p \ \ \ \ 8"PVC \ \ \ \ \ \ \ \ \ \ \ \\ I \ INV. OUT=66563'8"PVC \ \ \ \ \ \ \ \ \ \ I \ \ INV = 676.84' \ \ \ \\ \ \ \ \ \ \ \ 12"D4C G I 3' (W) DOOR CONC. FFE=693.45' \ 3'(W) DOOR 81,QEWP=692.83' (THRESHOLD) / ` FFE=681.36' MECI-l\. , \ \ \ \ \ I OI I I I I C SOT=689.90' \ ` ^ YARD \ \ \ \ \ \ \ I I l ) (BSMT.) \ �" ATCHLINE -SEES ETC .1 ` I � co III I \ 1J' 6„DEC ❑ \\\ ��\ \ �\ \ \ \\ \ \ \ ` 1\I I I\\\ \\\\ \ \ \ FFE=693.42' L 1 ® \ \ \ \ \ \` \ \ \ \ \ \ \ O TOP=692.82' ) \ OOD (GONG. PON FFE=704.2T L2 \ E \ AD \S \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ �\ \ \ \\\\ \ \ \ \ \ ` \ B0T=690.50' \ \ W{RAIL` \ \ \ \ \ \ \ \ \ I \ \ \ \ \ \UJ 3 \ O 6' (W) DBL. DOOR 1 \ \ \ \ \ \ \ \ \ \ \ I \ \ \ \ \ \3C CONC. FFE=693.43' C. WA CC \ \ \ \ \ \ \ y 1 I \ \ \ \ F " 3'(W)DOOR \ Loc��(46/) \ �\ `\ \\ \\\ \\ \\ \\ \\ \ \\ bs 1 \ 1 1 \ I \ \\ \\\\ \ Z 6'(W)DBL. DOOR (GROUND) FFE=693.43' �/ STAIR aa \ \ _ \ \ \ ` �\ \ \ \ \ \ \ \ \\\\\ \ \ 1 I I \\\ �\\\\\\ \\ u1 FFE=693.40' LEVEL 1 \ \ \ \ \ \ \ \ \ \I 1 \ \\ \ BLD LINE \ \ \\ \ \ \\ \\ \\ \ „(W)DBL. DOOR] _ ------- _ \\ \\ \ \ \ \ \ \ 1 \ 1 1 \ \ \ \ \ \\\ \ 1 � FE=693.43' 3' (W) DOOR (3y10"DEC ` - - - - _ _ _ ` \ \ \ \ \ / { FFE=693. 62' \\ \\ \\ \ N \\ 6.1\ TMP 56-64E COUNTY SCHOOL BOARD OF ' SAN \ \ 8^ \ \ \ ALBEMARLE COUNTY, VIRGINIA DB. 1044, PG. 498 I I \ \ o m\\ \ y \ DB. 1098, PG. 703 STAID. \ \ \ ` \ \ �\ o� . \ \ \ r \ \ I \ STAIRSZONED: RA (RURAL AREAS) W/RAIL GOAL l GOAL 6' (W) DBL. DOOR ASPHALT � \ FFE=704.32' 6' (W) DBL. DOOR \" GONG. `9 \ 1 1 I 1II II1 I 1 I I I \ I 1 \ \ A4 66' FFE=704.30' STAIRSH a I INV ` \\ INV i)=664.878" (Q) CANOPY \ \ \ \\\ \ \\ \ \ \ \\ \ \\\ \ \ \ \ \ \ \ \\ I INV T=664.84' 'PVC\ \\ \ \ \ I I \ \ \\ \ \\\ \ \ 1\ 10A -\ EP_ I I I II 1 \ \ APPRV.. AREAS3'(W) DOOR 7\\PLAr7 WH/p - - - _ - FFE=693.55' \RIE i \ \ \\ \ \ \\ \ CONC. \ \ \ \ WALL _ _103 0 = _ _ _ _ - _ , \ / I I I I I \ \ \ \ . 1 I 1 \ 1 V \ 1.57w� - _ CONC. ° _ _ _ _ - - _ _ - \69 I \ 3 / STAIRS �. _ _ \ \ \O. \ \ / i / l I 1 I I \ \ \ \ \ 1 1 1 1 1 \ CONC. DIVERSION W/MHD -702I �\ �\`^ `\ \ \ / /' / I l / ' l \ \ \ \ \ \ \ \ I y _ _ / / / / I \ I 1 .1 STOP=67796' \ 1 1 a% EC 6"DEC 8"DEC 8"DE\ \ \ \ \ \ CONC SWK CURB EP Cb \ A'. \.'.\.\ \ \ \ \ \ \ \ \ \ -CURB CONC SWK \ \c i .`. : 15"RCP - r \:. :4:�:1\'l\. \ \\ \ \ \ \ / \ SD C URB/NLTW/M-ID \: \ \ C 58'l':\::1'\' \ \ 1 INV /N=687. 7' 15K R P DEC rn \ I INV. O T=687. 5' 15" R� P I (12 SPACES) \ \ SD CURB INLET W/MHD TOP=696.53' \ 1 \ -INV IN=686.58' 15" RCP SST EP LOPitS \ \ \ \ \ \ \ \ \ \ - \ \ INV. OUT=686.33' 15" RCP \ l \ \ \ ` \ \ \ \ \ \ \ \' %m ` \ •� \ 6`99 \ ASPHALT 691 \ I l 1, 1 1 1 \ (\MANAG�D) \ \ \ \ \ \ \ \ \ \ \ m \ \ \ (5 SPACES) ��0 \ (12 SPACES) \ 6 I 1 I \ \ \ \ \\ \ \ \ \ \ p \ 96\ \ I I I 1 \ \ \\\\\\ \ \ \ \ \ \\ z/ \\ \ MONU ENT I \ \ ^ \ I I I I 1 \ \ \ \ \ \ \ SIGN \\IV CURB 12" DEC ��=---UGP--- WG---UG UGP- / P-�-- 12" DEC CURB I ` - - 1 W W W _/ soh- 1-1 -{ -r r-I \ \ \ \ \ \ ` \ \ "474 4. OPEN KP�OND FRONT / - - 75' CURB T1 r INV=681.56' - - / / \ 8" DtC / \ OPP. END NOT FN_D - 6"DEC 8„DES _� �6 flEC / _ �iAP�R�X TREE o / 6'DEC - - - �l ' ' C �' / i6g5 / �-�i L / _ _ - - - _ - - -- / ORIPLINE (TYP) _ / _ ' 254�7T - N6 °5 )'47"W ---- --UFO ____- - --_ --_ -6 CMP --1- ` ` \ EP MONO - \ I MEMO EP UFO OWN - \-UPOMONO N \ \ / I / / // /==w---- \ \ �UFO�i- o CONC SWK 0 1\ / / / / 1 \/ I \ .UFO , = �Ib OFF, woo UFO \ FO _ I / / EP I ` \ U -// CURB \ \ 18UFO- UFO / EP \ _\-UFO OHP / MHD 151i R TOP= ' INV 1N=685.26' 18 "HDPE /OHP / SO CURB INLET W/MHD INV. OUT=683.14'18"HDPE'_- I ` \ / / TOP=688.38' INV. 1N=681.24'18"HDPE OHP / / ' INV. OUT=681.18' 18"HDPE CONC. SWK / d H0- / i I 1\ 3 / \ \ I OHP '-Ep i I OHP- I .1 / cac TMP 56-61 / 56-62 COUNTY OFALBEMARLE, VIRGINIA E8 Ot/N - - �. - \ \ MHD D8. 1132, PG. 262 CONC. SWK- . ` / TOP=69577' : \ \ \ \ - ZONED: R2 _ �'1B_`. - _ - - _ ^ o \ - - _ _ - - / / INV. IN=691.71' 15"RCP _ _ INV. OUT-691.62' 18" HOPE 11 -- _ o e SD INLET (GRATE) - ' _ STEEPSLO' 09- - - - _ _ (MANAGED)PES TOP=700.09' T INV RCP I INV OUT=693.94' 15" RCP n VMDO VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. bemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 y5873 Checked By Designed By Drawn By v T BCD Cichoc)fl Z Lie. No. 53741 I,-///Zo 'w' 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 EXISTING CONDITIONS SCALE 1"=20' / 0 20' 40' C2n0 \ \- -ROCK \\ARMOR I / I ROCKARM�R If I / I I I I \ \ 11 I I \ I I \ I (3) TENNIS COURTS (36' x 18iLU IGRAVLLANF x TMP56A1-1-73B — Z CHRISTOPHER L. & JACLYN M. SCOT7 L DB. 4929, PG. 177 ZONED: R2 BLOCK R<4TAlNlNG � l l / / / wauto'pwJ I I J/ I / / I I I 1', , / /' / �_-Y-� If 1- \ / I 11 I \ 1 ` \ II I \\ .i'I,I;ijl: a:: 1 I 1 I I / // N II.(..I.I�I'] N23031'56"W M\ /l \ \ \ to I I / ` j I':�;1 ?:,I:;:::' I \ `\ \ 14,25.17' — — — — — — — — _ oy� / MHS TOP-670.43' W - \ \ I \ I ' I I �LI'HAIN-LINK ', I II II \\ I I' J I \ \ \ 1 I I ' I ' INV. 1N=663.21'8'PVC (W) 1 I I'4; ::: \ v� , 1 1 1 II I II I \ I I m \ FIFNCEl ` INV OUT=662.78'8"PVC O STEEP SLOPES I I ' I: I: \ \ \ \ \ 1 I 1 I , I ' MHS I 21 (MANAGED) I \ \ \ I I , �TOP=670.62' 1 1 1; :: \ \ , �, IIII I' I:: ^O \ \ \ 1 I 1 II I, INV. OUT=6.56'8"PVC Q I I I I \\ I 1 1 I I 11 8„ �INV. OUT=663.09'8"PVC I \ I \ I GRAVEL AREA I\\ I \ W W I I I I I I i I 1 II `\ I I I II \ \ \ \1 I I I 1 TMP 56-64E \\ I I I II I \\ \\ 1 a \ � COUNTY SCHOOL BOARD OF \ I \ I I I I 1 ALBEMARLE COUNTY, VIRGINIA DB. 1044, PG. 498 I \ I I \ I \ I I \ \ 1\ \ \ to DB. 1098, PG, 703 I I I \ \ \ \ \ \ \ 1 \ a \ I I ZONED: RA (RURAL AREAS) TMP 56A 1-1-73B3 ELIZABETH B. PEDERSON OR J. JUSTIN TAYLOR MHS / I I / I \ \ \ \ \ 1 '\ '\ 1 1\ 11 m\ OB.ZONED.' R21625, PG. 150 TOP=67762'CIA . I l INV 1N=670.82' 8" PVC - _____________ 11 INV. OUT=670.54'8'PVC GOAL '- � 3'F�i APPROX TREE \ I \ EG /.t5 \ \ \ (b Q 1 "=20' — — / I ( ) — / \ \ \ - \ \ \ \ \ 15"DEC \ \ \ \ \ 1 m Z ORIPLINE TYP. \ ' / ` ` \ \ 1 Z o I I I L I 8"l/0EC / i I / �/ '\ M I I� z5I / _ - - },per] \ > \ \ \ I STIrEP SL PEr4 i I I / /--_----- /�� i.A;r' 1 1</ �;':';;';';'.;.:.;,:,.. \ \ \ (MANAGI I I El 1 SHED//-- \ \\ 12 DEIC -STEEP.SLOPES GRAVER ' I 11 ♦/ - - _ - \\ _ — �_ (MANAGED) >5"DEG ' ::�:,:, \ \ \ I // / Ff BEC---,\II 'I I I / / / MEN \ - --za - _ _ _ -�� \ \ 26, \\ / \ \ \ \ \ \ \ 1 8"DEC \ \ I \ \ 1 N TMP 56-64 I I MrL. _ - / / STEEP SLOPES \ \ \ \ \ \ 1 1 \ I I / BENCH � s \ ' \ ROBERTS. & � / / MULCH (MANAGED) I \ M7L. \ BLAIR R. ANDERSON \ GAME ^/ - - PLAYAREA \: :: \: \ I I I I I I I 12" DE~L\ / / i \ - - _ RAclj� ` 5P� / \ (SWINGS) DB. 1871, PG. 34PEC ZONED: RA (RURAL AREAS) jIMrz.\ \ \ ' \ I \ \ I MULCH PLAY AREA 5 5 DECBENCHO \ l A V / (RAMP) / \ I I \ CHkAIN-LINK I (SET W/SLIDES) k •• DRC 1 \ 4"DEC \\ I I (RAMP) SWM / BIO T CO-686,77' ` PVASTIC ORDER �/ \ \ \ \ \ \ \ \ \ 1 Q T(CO=686.54' 1 \\ \ \ 0.33t(W) ,/ J I / P / I \ \ / X-- I\1 1 \ \\ \ \\ \\ i / ' \ \ - 10"DEC\ i b I �J \ \ \ ---- / BORDER ' 1 I( I J \ \ I ASPHALT / / 0.33'(W) / MULCH— n / — t�C / / /'' I PLAYAREA STEEP SLOPES — � , II I i � : F :�o. ; , / Y = I I � 1 I\ \ \ \ / I / ASPHALT (CRITICAL SLOPES) — t : { ::R : I / / l (✓-GYM) ROCK gRMOR l I I \ \ \ 10"DEC 12"RCP _ \ \ \ \ \ \ \ \ \ \ 1 \ -- I \ \ \ \ \ \ \ \ \\ Q '/::\1\11\ I I 11 1 t I / \\ ` \ \ \ \// •,.RCP `\4H4IN-LINK-� -INV.= 680.44' _ - _ _ ` ENT FENCE - �/- _ ` \ _ --- J -- 1 COUNTY / \ , _ / 1 - \\ \ ASPHALT \ \ \2b`f' \ \\ \ \ FOR AL T �IARLE ASEM \\\ \ \I CURB \ \ 8"'RLASTIC �' 7- _ - I - _ - - - \�\ PATH \� ` SERVIC AUThFeRITY \ \ \ \ \ { \ 'OPEN' ` \ \ INV = 682.0� '1 E /,'i'\ _ \ - - - - - - - _ \ - \ \ \ I \ \ DB. 976• PG. 96 (DPP. END RCPy]!/ FES \ \ N07-FOUND /NirOUT=682.02' 10 /6„DEC Ii \ \\\�/-- 68 \ CONC- _ - _ _ IL 'PLANTER -- - , - M �I RA .6.8g a , in q ` /, / / ' / - - SONL'STEPS \ \ l GGN \ \ \ \ , \ \ ` M S \ \ \ \ \ C\ \ \ \ o / I ' I h' !► - - - \ \ /,/ / /]SPH. WALK, 5 TREADS, ` _ - _ _ _ \ \ \ \ \ \ \ , 1 \ \ \ P=676.38' \ \ \ \ \ \ \ \ \ of / r I — 6 RISERS W/ RAIL 10' M - - \ \ \ \\ j(NV. 1N=668.15 8 PVC \ \ \ p \ / I 1 Zl `� /i - _ / / , _ 1 - _ _ \ \ \ \ ` / 1 \ \ ` h ` IMV. UT=667.83'8"PVC \ \ \ \\„, D \ \ \ \ / \ \ \ \ 1 \ \ INV 6 INV. IN= INV. INV. , MHD:::. TOP-689.33' 40' 12'°HDP.E:(Wf : — — — _ — 684, 43' 4":($LD) :: — \ ` .83:40' 15" RCP: . / I / I I I / i / I I I • / SD INLET (GRATE) TOP=689.00'— INV OUT=685.00'15"RCP I WII DGP / / i \ CONC. - , / - \ \ \ \ \ \ \ \ ` MATCHLINE - SEE SHEET 2.0 \ \'\\\\ ` N3 / \ \ \ \ \ \ \ \ \ \ \ \N M�� %�in� ��—L��\��I\� ��\�� IXDEC \BANTER CONC. STEPS- CANOPY _ 692- 2 TREAW, -- _3-RIs`ERS/ TYP) CONC. / / ' / / / \ _ _ ® \ \ \ \ \ \ \ \ \ \ ` \ \ \ \ \ \ \ \ \ \ \ \ \ \\ Q@ / / TMP 56A1-1-73B2 - 692- _ •' / / I I / / / CONC. \ \ \ \ \ \ \ / \ ST GEORGE PROPERTIES, LLC / I Iff (W WALL ` \ �\ \ \ \ \ _ - \ \> \ \ \ \ \ \ 7B' w \18" DEG t \ \ � \ \ \ _ � \ vvQOD PEO. \ o \ \ \ \ \ \ \\ / OB. 4967, PG. 722 (I \ \ \ \ \ \ ZONED.'R2 CONC. WALL 3' W 3' (W) DOOR 1.3' (W) FFE=693.45' \ \ \ S \ \ \ \ \ Y\ \ \ \ \ \ �8 db'N / FFE=693.41' (THRESHOLD) \ O / - - _ /CANS PY , COLUMN (THRESHOLD) 6, \ \ \ \ \C\ \ \ \ \ \ \ \ \ \ f / - / ) G 1.010 TYP. COLUMN \ \ \ \ \ ` \ \ \ \ \ 8p ` .� �\ -n\ \ \ \ u\ \ \ MHS I Co i MHS / / 0� / \ \ \ \ \ \ \ \ \ T \ \ 6' \ \ \ \ TOP=68�.96' /\ G 1.0' 0 TYP. \ 'G \ \ \ Gty \ \ � \ \ \ \ \ \ \\ F=2 / 3' W DOOR \ ` m \ \ S \NV. IN=665.% INV l 673.74' PVC-LAT( 3'(W) \ \ \ ` \ ` \ \ % ` 7J \ \\\INV. 1N=66585'8"PVC (BREEZEWAY) \ \ \ \ \ 8"PVC) `\\\`\INV. OUT=665.63'8"PVC INV.lN=673.44'8'SPVC (NW) / ` \ \ \\\\Q DOOR \ \ \ \ \INV=676.84' ` \ ` \ ` \ \ \ IJ5 / lNfV. OUT=673.Z0'8"PVC / 00 \ 1 \ \ \ \ \ \ \ \`\\\ \\\\ \ \I I SCALE � '\ Q y � \ \ \ \ \ \ 12"DEC \ \ \ \ \ ` \ \ 2 \ \ \ I I 40' 1 CONC. 3W DOOR 1 It \ 3' (W) DOOR \ \ \ \ \ ®\ \ \ ® ' ( ) .fiQEmP-692CONC. N\C. FFE=693.45' 3' (W) DOOR \ I \\ \ \ \ \\ I O^11I I I \ I Z FFE=693.46' CONC. 83 (THRESHOLD) FFE-681.36' MECH TOPs89B'WEC (THRESHOLD) \407=689.e9, 90' (BSMT) YARD aN I \ VMDO VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. bemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 Brr an oc y Lie. No. 53741 1 Z11/Zo y5873 Checked By Designed By Drawn By ISSUES AND REVISIONS B. CICHOCKI K. ROESER K. ROESER 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 EXISTING CONDITIONS C2ml I , , rbp_ 9.33' . I I MANHOLE .V TO'BP ' .RELO ..r / \/ P�6\T�CT BENCH /- ' - \%ANTER \ \ \ \ \ \ \ \ `\ 26 \ \ ` \ \ \ \\\ \ \\ 7 \ " i r , - � \ r C�ONC. STEPS CANOPY \ \ \ \ \ \ ` \ \ s \ \ \ \ \\ \ \ C INV. IN= 83.$B•95'".PGP(N). .: I I I ADJUSTED•P R'FINAL• ',LIGHTPOLE !r,r'. .. / AND LANQSC9PING -692- \ ` _ _ 2TREA4S, f \ p) \� \ \ \ `\ ` \ \ \ \ \ \ \ \ \ \\ CofN / (� \ \ \ \ \ r \ \ \ \ \ \ \\ INV. 1N=6 .:40'12"HDPE:;vu,:; I GRAgING.PLAN " _ _-�nl�ERs \ \ \ \ \ \ \ \ \ \ \ \ \ INV. N; 044.13'4" (BLb):; / I I .'.IN .'.'..'.'.'.' ' SAWCUJ � � \ \ ` \ \ \ ` \ � \ \ \ \ % \ \ \ \ \ \ \ \ INV. O s83:4a, 15'°NCP I .'....'/.'.'.'.'' / y colt. � - fin } \ \ - \ l I I .--__ ._ yr / I / � - r rCONC \ \ \\ \\ `\ \\ \\\\ \\`\ \\\ `\\ \ \\ \\\_ \\ < \\\ \\ \ \\ \\ \\\ \\ \\'\\I .�� II/..... ' ' / \ % 18"DEC. \ \ \ \ _ - . 11 l 'i /. r / - \ t \ \ \ \ \ ODE ED. o \ \ \ / / .....'. REMOVEASPHAC .... 1, v �_ / � - C'p \ \ / \ \ \ \ \ \ \ \ RE aW/L\ \ \ \ \ \ \\\ \ / 1 / .r '•'. I.I�%% /'.'. / / / 1 3' W DOOR NC \ \ \ \ \ \ \ \ \ \ / 1 % , ! ' I I' ./ . r r 3' (W) DOOR \ \ \ \ \ (I I 1 , . ... ..'. . . . . . . . . . . . . . _ - FFE=693.45' \ ` \ \ \ \BRIDE b s \ \ \ \ r ' ' , '� /CAN �Y , ' FFE=693.41' \ I . . . . i' . . COLUMN (THRESHOLD) \ ` \ \ \ \ \ \ \ \ \ . _ - �TYP (THRESHOLD) \ \ \ \ \ \ \ \ \ \ \ \ \ \ �� \ \ \ \ \ \\ I 12ELOC{AT.E .; �!. �. II• MHs / / ) \�G 1.0'H TYP. COLUMN `\ \ \ \ \\ \ \ \ `\/ \ 6cP� \ \ C `\ \ \ `\ \ \\ \ \\ \ - cL \ \\� I \ \ \ \ \ \ \ \ \ \ � \\ T\\ \ \ 6' \ \ \ \ U\ '\ \ \ \ I MHS I �r I roP=sBg.ss' / /\ GO o'D rvP. \ e \ \ \ rnd \ \ \ \ \ \ \ \ \\ I I LIGHT, POLE • • � .� �::::: l ,� / TOP=6b96' 'PVC-LAT/ / 3'(W)DOOR 3'(W) �\ \ `\ 90 ` \ \ \ S / ` \\ \ \\ \\ `/°`, A \\ \\ \ S \ \ \ \ \\ \ \ \ I \ INV. 1N7665.85'8"PVC REMOVE PORTION I'. .L r • / REMOVE CONCRETE pORTIOITDF SAPTI ARY \ \ \ \ s Pvc \ \ \ \ \ \ OF 15" RCP 990, • .'. .'. . . . . INV 1N=673.44'8:P1C,!'W / \ I '.f', 2 Iry ) DOOR \ \ \ \ O \ \ \ \ \ \ \ \ \ \ \ INV. OUT=665'8"PV VC r - \ \ IN = 676.84' \ \ \ \ \ I 1 ... >. , , . /,',',�G. I•. . .'. .OUT=673.20'8"PVC / WITHIN BREEZEWAY c, \ t \SEWER�INETOBE \ \ \ 4 \ \ \ \\ \ \ \ \ \ \ \ \\ I I I ..... l.' / / �Zc \ ` RELOCATED (S€E ARCH \ \ \ \\ 12„DEG \ \ \ \ \ \ \ \ ` 1k, ` ` \ \ III I I I I I \ r / • •,/, 'If.'.'.' / \Ibs / \,\ \\ \PLANS) \ \ � I EXIST. CONIC. \ \\ \\ VI-., \\ {\ \\ \ `\ ` \ I I I I I \ \ ` \ \ \ \ \ \ I I I I I� \ I { I REMOVE SD INLET ' ' 1 y - ' '... \/ \ \ �l I PAD �Q \ I ' N I! \ / MANHOLE TOP TO BE ` \ \ r G ' 1' � - - ' - % REMOVE I - ' \ \ \ \ \ \ \ \ I I I REMAIN \ \ \ \ \ �, \ I I I I I I I SD INLET(GRATE) %. / % "'�'. ••-, /� ADJUSTED PER FINAL I/ ,� / \ \\\\\ \ \\\ \ \ \ I 1 1�IL I I ITOP=sss.00' I' - 4 CON fCRETE , conc. � \ / 0 \ j \ \ ` \ \ \ \ \ \ \\ I I I' I I I I I� I \ INV our=ss5oo' 15^RCP rf I . ' ' ' ' - 1 / C�P3EWALK / GRADING PLAN 1 ( 1 \ \ \ \ \ @\ \ \ ® I I I _ - \ \ y I'I . i S) 3' W DOOR 4 3' (W) DOOR 1 � UGP . ' �.'.'/.'.. O - \ � CONc. \ I Z ! FFE=693.46' colt. - I FFE=693.45' \ \ \ 3' (wJ DOOR \ \ \ ` \ \ \ \ \\ 1 I I 1 I I I I I I / gg (THRESHOLD) FFE=681.36' MECI-l\. / ` \ \ \ ` \ \ I O I I I t I / ' ,�t� . . . . . . . . . - TOPsB9P.'8®E� fi„ QE0P=692.83' \ ` \ \\ \ 1 p f\ I I I N \ r •/ • / � r' I (THRESHOLD) / / \ ROT=689.90' \ \ \ BSMT.) YARD � \ \ \ \MATCHLIRFy-SEES ETC \ I �c I \ % - M I• I• >• I•I•l� I•I•EN I•I•MI•EN mmmmmmmmmmm m �I � III MMwi*Ill` mmm\MEEM ....... {I• I - - . . TOP 69284' - 6„D�L ❑ AOJUS.T,ELEC. 1'xVNYLO - \ \ REMOVE ` \ \ \ \ ` I I 1 I I \\ \ \\ \ \ P. I b H07=690. INLET REMOVE/RELOCATE FFE=693.42'L1 \ M \ \ \ \ \ REMOVE SIGN I 5 . rYPJ O \ / b HWOOD \ \ \ \ \ \ \ \ \ r I '.'.'. VAULT'LLD.TO 6'(W)DBL. DOOR rOP=692.82' )_` (2)HVACON HVAC & CONCRETE PADS FFE=704.2TL2 \ ` s'nrt/EPS ` \ STEPS & FAIL\ \ \ \ \ \ �\ \ \ \ \ \ \ \ \ \ I 6"DEO - \ CONC. PAD REMOVE STAIRS \ \ \ \ \ ` \ \ \ \ \ \ \ \ \ / '. ...'.'N1ATC,W, f=1Nh�L I ,'.'.'. \ - - / \ 6' W DBL. DOOR I \ \ \ \ \ \ II 1 \ \ \\ \ \ AND ISLAND ' \ FFE=693.44' \ SOT=690.50' \ "^�lL \ \ \ \ \ \ \ I \ \ \ \ \ \ / r,RAAfJE �, ' O \ \ \ \ \ II Y / . . .•.. /� NDE .'7. \• •�. .•',',' CONC. O O COfJC. WALL \ \ \ \ \ \ ` \ \ \ 2 \ 1 I \ \\ \ \ REMOVE CONCRE E - ' FFE)6900R CONC. W D R FFE=ss3.43' (SEE ARCH PLANS) os '(W) \ \ \ \ \ \ \ \ \ \ b \ 1 \ \ \ \ \ \\ z -1 \ \ \ \ \ \ \\ s \ 1 \ \\ \ 1 I . �. •. . /!. 6'(W) DBL. DOOR " 3 ( ) 00 Exr. REMC1�%E _ \ \ \ \ \ \ 1 \ I \ , \ a CURB (TY .) UGP- - (GROUND) CONP) 6'(W)DBL. DOOR (GROUND) FFE=693.43' RELOCATE / STAIR t WALL ` \ ` \ \ \ \ \ \\ ` \\\\ \1 1 I \ \ \ `\\\\\ \ m LL / / ADJUST INLET TOP PER FINAL GRADES PLANrER (rYP) �. . / - - ELECTRIC BOX \ \ 1 \ \ . ./. / ecavENE FFE=693.40' eLOVLINE � \ 1- - - - - _ \ \ \\ \\ \\ \\ \ \\ \\ \� \\ �\ \ 11 \\\\\ \ \ I - � SD INLET I © 1 1 i'O NYLO TOP=691.85' 6' (W) DBL. DOOR / - - \ \ \ \ \ 1 \ \ \ / , '/. ' • ' � r FFE=693.43' ' _ _ _ _ - - _ \ \ \ \ ` \ \ \ \ \ \ .\ \ \ \ 1 \ \ \ \ APPROXIMATELOC / BACK -FLOW'•'. INV. OUT=68730'12"HOPE 6'W DBL. DOOR PPPX ]]7�� CCC \ \ \ \ \ 1 1 \ \\ I \ (n I _ _ > I ( ) > _ _ _ _ _ _ _ _ \ \ \ \ \ \ \ \ \ \ \\\ \ 1 � \� \ \\ \� / � p 4EjF 1 . / ` PROTECT COOLING TOWER AND TRANSFORMER DURING CONSTRUCTION. COOLING FFE=693.43' 3'(w) DOOR (3y10"DEC ` \ i EX COMM SKETCHED / N �• ' ' _ ELEC/- COOLING - - \ \ \ \ \ \ \ a, \ I- _ \ \ \\ \ / FFE=693.62' _ A V A y A_ A A �\\ \ 1 A � • / _ OL TOWER ON TOWER TO BE REMOVED ONCE GEOTHERMAL SYSTEM IS INSTALLED AND ONLINE. A , • v A 1 A V A A V A V A v v A e, . \ � bsv - _ Ai AAV A IN BASED ON BEST / /' ' - /yE� _ - „ . . 1 / g5 colt PAD REFER TO ARCH/MEP PLANS FOR ADDITIONAL DETAILS. TMP 56-64E RELOCATE REI�1lI'L'. v ... Il•I II i,'t'.'.'. • ' A I A V A A v v A v I I vAv v AVAILABLEDATA L'_ c� _ - .. • . v v rn. - \\ \ v \ -r - 'APPROX. LOC FIRE AND DOMESTIC WATER LINES TO BE REMOVED AND REPLACED AS COUNTY SCHOOL BOARD OF DOWNSPOUT (SEE FENCE '... ...... . I I \ V I I I I A v ^v im \ v \ \ I gv v v - APP XLb�-E FI - -'_ _r,�s L'. I V A A �` m \ \ V A \ S{W \ ADJUST WATER VAULTS, / <' NECESSARY TO ALLOW FOR KITCHEN ADDITION CONSTRUCTION. CONTRACTOR SHALL ALBEMARLE COUNTY, VIRGINIA ARCH PLANS) � I I 1 V I \\ V A \ , � I, I � BACKFLOW PREVENTER, I A \ /y ...�.'. - ).WTR.• I / �& / ' - COORDINATE WITH SCHOOL TO ENSURE SERVICE IS MAINTAINED WHILE SCHOOL IS IN USE DB. 1044, PG. 498 / '.. • .. .. ', �, . I I 11 I I I I I \ v v v A o �\ VA v \�I I I \ � \ \ / VAULTS APl'ROX� COX BOM CONC. . . • . . . . I I \ 1 I 1 \ \ \ Z O \ \ \ \ \ \ 1 \ \ \ HYDRANT AND PIV PER 1 // /( /'. r �A ( RELOCATE ROOF DRAIN. REFER TO ARCH/MEP PLANS DB. 1098, PG. 703 / • MOVE.BA ILL.'.'.' \ \ �' r I'r . ' .I/ , {� / STAIRS .. ... 1 1 I I \ \ \ \ \ \ \ \ FINAL GRADING PLAN ' , I / 6'(w)OBL. DOOR ( ) Q. rn \ \ \ \ 1 r / l % r �. / / ZONED. RA RURAL AREAS wrRAa GOALS AND. FUSE TO.'.'. w \ \ w \ \ \\ \ I I / I / ... 6g.. , • / FFE=70233' MULTI -LEVEL M. •,.. ..'THE E TEN , TIC LE.'.', I \ \ \ \ o\ \ \ ` \ / \ I \ \ I 1 LIGHT POLE I I I / • • . I/ /3 \\ I REMOVE CONCRETE PAD MASONRY, BLOCK& FRAME % I I \ 1 \ \ \ - / \ . \ \ \ \ I t AT T, .NE BAS TBALL • \ r / / / SCHOOL FACILITY I 1 I I m I I 1 \ \ \ \ \ \ 1 \\ \ / / ' \ \ \ \ TO REMAIN - •' AfJ C. E TlNG REMOVE OIL TANK AND ASSOC. UTILITIES (SEE NOTE) CROZET ES. DA( I T.".. ",GO p I / \ / I a j y'UNbLr �UEL�INE -I (1407 CROZETAVENUE) 11 \ \1 \ \\ \\ \ //// // \\ \ \ \\ \\ \ \ REMOVE CONCRETE PAD 1 I I \ \ \ \ 1 S� / . / / 1 1 \ 6' (W) DBL. DOOR .. 1 1 I I 1 \ 1 \ / 1 \ \\ \ I ASPHA(T \ 1 . ' . / / 1 FFE=702.35' 6' (W) DBL. 6' (W) DBL. DOOR \ . . . . . . . I \ \ 1 \ , /\ // \ \ \ \ \ 1 1 / 1/ / I DOOR FFE=704.32' I R�M VEI SIGN (2)1 M \ . \ / \ \ \ \ \ \ \ 1 ( 'I � s • ' BAS TBALL To -6 66' o \ \ \ 15'W/OTH UN ERGRO ND / ppC RELOCATE I I \ \ \ \\ / \ 6'(W)OBL. DOOR REMOVE GONC. m9 I I \ h \ \ \ \ \ / • / '...'. I I L UTILITYEASEMEN FOR VIR /N I I/ / // f, / /. y ` ` UTILITIES GONG STEPS FFE=7o4.30' CONCRETE STAIRS •� . a I I GUA S 1 1 1 INV 6N=664.93'8' VCN(N)\. `O \ \ \ \ \ \\ ELECTRIC 90WER COM NY , I /1 • �' , • /. ' , I i� PINE 23 R/SERS \ STAIRS ......M I I 1 1 I I \ INV 1a=664.8T 8" �C (f�) \ \ . \\ \ \ \ \ \ 1 I .'.•. DB. 1101, P . 310 /l RELOCATE ROOF I I \ \ \ \ / ,I / ( /1 / /I . r, •I. :. •\ I CANOPY • ' . . Y I (PROTECT THE S 1 INV &U\T=664.84 PVC\ \\ \ \ \ I \ \ \ \ \ \ r I I ./ • .I . DRAIN I ` \ EP • • / I I I \ \ \ 11 \ \ \ \ / / / 11 I POR ION Ot= L ' • 13 \ A o y 3' (W) DOOR - 1 I II I 11 I I \ APPRQ' �.IAREAS O\ \ \ \ \ \ \ / 5P� 1 I .'.'INA ERL/NE,'. ,- .. . . . i ., ., .. DOOROBL - w - - - - - 1W - - - - - , ,- ^ - FFE=693.55' , _ - - _ - - / / I I III 11 1 1 \ RE�EN PLA / \\ \ 1 \ / _ _ I NT WH/PS - / / I I I / 1 KETCHE $.4SED ' / 1 . . \ - CONC. _ - _ -_ _ _ - - 1 I I .ONA SA,G/S'.'..'. .I/.'.'I.. I\ 1 ! I 1 .4.'./Y WALL - REMOVE REMOVE - \\\ I I 1 I I\ \\\ \\ II/ \\\\\ \II\1\I `\\ s(wJ - _ _ - _ - _ \ REMOVE ASHPALT/ I I I ` ` \ 1 1 t / I r colt - _ - - \ %Q \ l I \ \ �. \ / EMOVE C N ETE I I '•'I'. \ I\ RELOCATE (2) DUMPSTERS \ \ colt. y / \ / CONCRETE STAIRS - - - - - - - \ \ \ \ \ SPORT COURT, / 1 \ I I I I \ \ \ \ \ \I 1 ' \ 111\\ SIDE LK & URB a \ ~ I REMOVE WALL - CONC. / SIDEWALK - - - \ / I I.., I � \ �J _ I I R O, �.'.'. •, _ - - - ` CONCRETE ` - - I I REMOVE PORTION - -- - - - ` / \ \ \ \ \ wy / / I I / I \ \ CONC. DIVERSION �T \ 1 \ \ \ \ \ I \ \ / ^ OF CURB p2 - I a - \ � \ � \ \ \ \ // / // / / // // I \\ I \I J TOP-6�796' \\ \ \I 'I \ \ .', % _ SIDEWALK � \ \ y',r^/S RI y. �I. 701 CONC. Y> \ I \: . \ .. \ \ / / i \ \ \ \ \\ /TOP=698.05' 1 I II ./ .'. \ SWK 0 - b b b k I- ` \ \ \ c / 1 \ / *� 1 1 I I I \ 15"PI E \ _ \ \ - F-F1910.1tE; �V\ \ ! / / , / / U \ \ \ \ \ INV.=1980 ' "bVC I i - - \ \ I \ \ 1`' \ \ \ \ \ I \ \ \ \ I I . . ' / . . - - 12" DEC 8"SEC 8"DEC \ - - \ y \:: \' : : �: \ \ / I / / '\ I INV OUT=680. ' ✓A" PVC 4 I `1Si PINE14\ I , .y . �' \ \ I I I \ \ \ \ \ I I I II I I I \ I I II coNG. swK ` \ I \ ` `\ / / conic. swK / PROTECT EXISTING � . \ . �. \ \ I I I \\ \p i 1 �\ \ \ \ \ \ \ \ \ \ \ CURB \ / / TREES TO REMAIN CURB \ \ . : • : \: \:: \. \ I I I \ 1 / \ \ \ \ \ \ I I \ I I I I 1 I .... \ ' : 1 .:.: 'RE`MOV \ \ \ I i I / \ 11 \ \ \. II \\\ v¢i I \ I I I I I I .,. • .... . ....EP�< ._. ' I I \ I I I I .• , ,�69�;'.'.' ' ...... • .....e '.SAWCUT • .. I I I 'SAWCUT \ \ \ C�jrIT� `\ / / I \ \ I \\ I \ \ \ \ \ \ \\ \ \ ^,�2EMCIVE lb-64 �ETE 1• ' ' ,, I I I CLi .') ... I . \ \ I \ \ \\\ \ \ \ \\ / I d � .r \ \ \ \ \ I SD CURB /NL T W/GRA E I I I .\. - I ,Q'. \ 1 TO 696.02' (F) / / I L \ - • . . -� . / \ \ l \: . / . .REMOV.E'.' ,'.'. _ ,REMOVE CONCRETE PROTECT FLAGPOLE TP IN .OUT=6.3T 15"R - ' <O , \ I I / II / I I �, 8 4 8„ 4� 8. 5 4 6„ 4 %o/ - - \ \ \ , SIGNS' .... \ i- -Y T \ \ \ � \ \ \ I _ - - -� _ _ UGP UG k" - - UGP _ - Z a 4 - 4 4 _ - \ \ 1' r�� r ` \ \ :\; : C \ \\ \ \\ \�J \ \ \ I I ' \x/ I / / ' ' \\ \ 9,5 RCF'.'.'.'.'.' --- conk. swK - ' \ \ CURB CiONC SWK ' \ \ ` ' ` \ \ N I I/ ^ .-T- --. .__ ----- r -�. �-_ -EP-r- - - - - - - - -- - . - - - - - - - - - - ------ - \ \ \ \ \ \ \ m \ \ \ \ \ 4. I I I - REM E'.'.' /) '...... \: �: \\. ` \ \ \ \ \ \ \ \ \ \ 15"RCP \ \ \ : \ \ \ \ \ I I b REMOVE CONCRETE \ \ \ \ I Ia 1 \ /'.INLETTDP.' REM{OVHSfi.OR \ \\ `\ FLIYMEANDDF2AINPIPE \\ \ \ \ I ADJU�T INLE TOP II I /N EC . . . :: �. Y : \ \ \ \ rn \ \ I PER INAL I I ..6916 \ \': - ::: \ \\ \ \\ \ \ \ \\ `\ o \ \\ \ \ \ \ \ \ I GRADINGPLANI , RELO ATE.'.., - -- \ \;:\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ PAC . ' I LL . '/. RB /NLET IN/MHD .\ P ... \ \ \ \ \ \ \ \ \ m '\ \ I I I II I I r� I ,.,.,..P• WER','.'. .....'a•,'.'. SDCUR9.lNLET Wf MW4'. - I'. .TOP=69&53'. E V�IGNS\ ` \ \ \ \ \ \ \\ �N \\ I II I '�.'.' LINE.'. i. `5• .TOP=698;62'. 4.'.'. i . ... . . ./. •_ '.'.'' ',rNl! IN=691.92>'$"FRCP.'.. Ns68fi 58'15"RCP.'..'.. \:\ \ \ \ \ \ \ \ ` \ \ \ `\ \ \ `\ Z I I I I I I to . 1 . . . . , . . , • . , . - 1'=6'is6,$3'.15" RCP, I \ \ \ \ �ST�EP $LOPS \ \ \ \ \ \ \ \ \ "I \ I Z I `I I I / . . . I'.. . • • ... . . . lk YNV' OUT=69>:8T N5" IjCP. ' ' / A .'. \ : I :: j: \ (WIAINAG D) \ \ \ \ \ \ \ -1 ',�.... ,'.� .... \ ;:1. I 1 1 1 I I 1 \ \ \ \\ \ \ \` \ \\ \ \ `Z. \ 1 � ^ `,'. .'. 1• :: : �I:::I: I I I I I I 1 1 \ \ \ \ \ \ \ \ \ \ \ 0 /\\ 1 \ \ z/ N I / I I / I ..... REM'OVEASPHALT.'.' ASPHALT.'.... 1 \. I 11 I I \ \ \ \ \ \ \ \ \ / \\ I I. P \ \ \ .'./' '. g I I I \ \ /% \' I I -./ f I / I '.'\'.,. . // .;1� .: „DEC I 1 \ I V - I :.::, / I I I II I I 11 11 I �\\ \ `\ \\ \\ \\ \ \ ` II I / I I LL}ff / I \ P TREES \ I \121 :;l / I 1 1 \\ \ \ I �I I I `y0 RELOCATE CURB // / `��_ � -� ` CURB REMOVE \ RELOCATE 1Q I l I / 11 11 I 1 I I ROTECT `\ \\ \ \\ \ `\ \ r I I I/ I /I I �� - - - u - _ f POWER L� - r /- - I I -/ I = - - \ 12z_DEc NCRETE PbWER L1N��o r / I I I \\ \ \ \ \ \ \ \. 12" DEC -' UGP- UGp-� -UGP- - - UG -UGP- n / W I �, (,,Y ) UGP / / / I ` \ \ \ \ \ \ \ \ I I \ \ \\ I I - I .... RELOCATE - 15" DEC SAWCUT I - REMOVE SIDEWALK - C' UR8 P. 1 I .. �._ _... . I I I _ \ - - I / / \ I - I A / / � /' \ \ LIGHT POLE \ / CURB - I - \ �_ CURB / . \ I �� / T / I I I ' 1 I l \ - - I \ - \ T\ \ \ \ \ \ \ \ \ o� I \ ••,), . . . . . . %,.. . . . . . . . . . . . . .E.p . . . . . . . . . , . . / . . . , . . . . . . . . ..'. / h- -1-+ �- -t -T \ \ \ \ I II _ /. . . . . . . /. .'. M O x I , ....... 'I.'..... MONUMENT�SIG TO.'... .. \ - -, I I-1 \ \ \ \ \ ` \ b"P� RE OVE C N RETE \ .. ..... /.. ......'/ . , . ," . ...�;.... N ..4..... . I /.'.......... .......... ....... BE RELOCATED'.'.'.'.'.'.'.'... I .. •........... !'.'.'.'.'... �, / i I I I I \ ` \ . . . . . ` . ' . -� . ' , :. / / / I I \ \ \ \ ` \ \ OPEN qOND�\ .'./.;. '... �.REMOVEASPFf'pLL- SEXBACK .... / I I I \ \ \ \ I I - � I .... .1. ........ .. • .... ...... .; I ` ON . ::\ ' '......... 4 / /)REM(UVE IGN I I I I \ \ \\ \ \ \ \ \ ` \ \ \ \ \ \ 75,FR I \ \ \ \ I I I I/ .... 1.....'. '� ....;.;.;.I .� .....-T..EP .'.�• .....,.• •)\. // // // ! 1 1 1 I 1 \\ \\ \` \ \ \ \\ \\ \\ \ \\\\` \ I -Y 'I . . . -E,, . . . CURB \ /'. �/ / / / 1 II 11 \I I 1 \ \\ `\\ \ \\\ \\\ `\ \ \\\ \ \\ \ I I I - - i - - I- - " OVE i CURB REMOVE / / / / � \ \ ` \ \ \ I I mSIGNS '' \ \�\ ' •1 SIGN REMOVE , / / / / % I \ \ \ \ \ \ \ \ \ \ `\ . I - 699- - - - - - - CONCRETE CU B / ` \ \ \ ` \ \\ � I ) I - - - - 1' / / PROT�6 TREES ` \ \ I I I 0 r \ \ / I / (Ty ) / PROTE(�T TREES \ \ \ \ o \ \ \ \ \ , I \ R (1QQc�' } .. ' I I I \ \ o I I -t O �\ /�R(2rv' Y1�i / r 1\ REMOVE CONCRETE I // I /' / I \ \ \\\ \ \ \ may\ g ` ` \\-, \ II I -' I I I 0 - - _- 700� �- _75- - _____1 _ - /' SIDEWALK&CURB / / // \ ` 1� � / \ �� \ I _ I I I \ \ - - REMOVff 18,�EC\ / r / / I I- \ I ` \ / / 03 II - i_ I -- I -� -- �_ '----��---------------- -CONCRETE-MRB \ \\ I/.. ''/ O �_ /'/ -_ _ _� '' i / \// /'/ /-/ % \ /' /' / \ / � 1 TI \✓/ ! �. I I I - I I -k� - - - - - - _ - _ - - _ - - _ � - _ - - _ - _ _ \ , \ \ , ^p / / - / I I ' \' /' /' 1 / , / /' � -I' Imp \ 6"PIPE - - I - - _ \ _ _ _ - - - - - _ _ 20'WATERLINE EASEMENT _ \ / I _ I a I 11� - _ I - - - - - - - - - - - - - - - -O - _ ` FOR ALBEMARLE COUNTY' - (' / /' / _ - - /' / - - ' _ ' - // b / / - - - ( / / Iy / /b I / 8"D C / \\ INV=681.56' - ' /' - m „' " t - - j - \ "Aoq \ ` ' SERV/C'E A�THOR/TY \ \ m / , - \ J - - \ - - _ -� _ -/ - -` ' /r , l / ` 8"DES / \ - - - _ - /�-►"- - , I I I I I �_ - \ - \ � \ \ - - - _ / DB. \! 63, PG. 28 1 Z r / �( i - - - - _ i _ _ „DtC , / - 6 EC , / / / - _ - \ - ' - OPPiEND NOT FND T - - - - I O \ O 16"DEC - - _ ' / AP�R�X TREE r Cl - _z - _ _ _ - - I I I ' \ �- _ _ Ip/ I - - - - /L�ry+�.,� 1 \ yq \ ,4y+�, I .. '\) I / \ 6"DEC - - - i _ _ _ \ - - i 695 / - L / - - -i' - - - _ - - -- ORIPLINE (TYP,) _ / - = ' - - - i \ _ _/ - . _ - _ _ I I 1 '� I / 1 SJU' I \�� 8t�'OMEC l / I - I - / i i -- J, / - I y - - rz = --- -- --- - I--- - / _---_- _ eL_ - _ �� / -, UFO �I / _15 CMP- _ - ' - '- - _ - _ _ _ _ II I I I I \' I 1 \ I / /\ 12"DEC /--"---- \ �C 1 � � / 11 / / - 'I / ®// -INV-(BUT)=694 -1 , - / -f� � � - _ -- -_ - _-_--__-- _- - ----- _ _� _ \ \---�---- - I / I_ 7/- _>� \ I I __ ��_ - _ -r- -- - _ -- -- -- -6 - I� �- � APPROX. TREE � s �� _ - _ ` \ \ -11 \ \ - - BS I y I I \ \ / - ' VARIABLE WIDTH POLE LINE I ( ) r 1 / 15" 8MP _ � _ -1_ _ - - - - - - - _ ` \ - \ \ \ ` \ \ EP \ Z / ORIPLINE TYP. / \ \ \ INV (1N)=R6 I I / - - - EASEMENT FOR R COMPANY o \ / l / , _ _ - -= - - - I \ \ \ - ` I \ \ \ i ELECTRIC POWER COMPANY / / / / I \ \ \ \ \ ` �- \ If \ I I I --'��- 08. 1101, PG. 310 II \ / / '// / _! i i O -- \ EP \ \ \` \\ I I Ic �\ \\ \` \I\ \ I / - \ \ I / � - jr // / J � \ \ \� \ o \ = \- \ J - / / I I 1 i I !I/ I I II III / \ \ \ \ � �/ i ' -i'/� / ' / �- /\\ SA CUT STRIPING �\ \` \ rn \ \ �` \ I - /--____---�� - �I \ ` I \ \\ \ \ \ I I I I I _ _ - \ _ - ' �� :. - - ' - - - - _ - - - - - - _ - _ _ - _ - ` \ STOP BA \ \ \ \ \ `I I Il I EP _ _ -- - - _ - _- UFO \ I \ _ \ 1+ � _- - - ----- \_ TOREMAII\INona \ \ \ I I / / _ _s__ ► \��\( \\ \ I z I �.� -7 -- �' \ I _- 1y- UFO pH^ � 1"T� 1 O - _ _ -- _ _ _ _ =5'fEP S�DPE3' - - - = = _ - - _ - - �_ - - - - - - - - - - - - - - - - - - \ °' \ I ` I I I / I / /______________ -1 \ _ � / _ .-__� �\ \ \\ h - _ -� -j1LfANAGE4j - _ - - - - \ \ \ \ I � no \ I / / / / --- \ \ UFO::��- i- \ I \\`\ �I-__I____- ':`-__ -- ___- _---- --- - ` g o I / oom 1 I 1 / / / \ �� CONCH-��1 -. \, _ \ - \ 'C \ _\ I --I - - _ 0��-- - - - _ - _ - _ - - - - - - - EP_ _ \ ` \ \ \ +r 1\ / O // I l /' / 1 \/ I \ UFO % , = -(� / OHP' (15 \ I � \ - t - _ - - dN0 - - - - - \ \ \ \ \ I\ I \ I // / I I \ \` 0 \CFO \ / � T 0 OHP-/ I__ �----- I 1 . CURB �� i ' ,'-OHP _ - \ (VAR. WIDTN�R�) / // \ \\ \ \ _ _ UFO -.- ---` �/ / ' / / 'OHP (L GRAVEL dF/O \ \ DB. __ PG.741 / / / EP ` O� T _-\ ---- ` j ` r - ' OH ENTR. MHS / / / � _ _ ___ --_o� -� I / r / - / EP / TOP=704.14' HO / I �_ \ �UF ` _�- --- �� \ \ \ \ I , off / / INV. 1N=692.25' 8" PVC \ � , / / � d / 11 I / W- \ \ _ - _ r - ` - - - - - \ \ \ \ I I I H I MHD INV. OUT=692.03' I �j- _ _ /105' � , 1 / / EP I 1 15" R _- �`� - - - - \ i , r � 1 / / / / 1=688.72' LEGEND: / I / / 11 I �' -� -> - - - � � - - _ - - - - I \ \ I / 1<0 / /�/OH / INV. 1N=68526' 18" HDPE � / �� \ 1 \ _ _ _� ' _ _ - _ _ \ \ / 09 SD CURB INLET W/ MHD INV. OUT=683.14' 18" HOPE / I ' 0__ i :�e-_- --;Z ! - - - - - - - 7 I - I \ / OHP- / TOP=688.38' / / _ \ \ / . - - � - - _ - - I � I ' \ \ \ \ \ INV. 1N=681.24'>8"HDPE / INV OUT=681. 18' 18"HDPE REMOVE CONCRETE CONC. SWK / r \ / \ d \ HO ' r - I 1 N \ / NOTES: � \ �- - - \ r \ - \ l '- ' I / - - .- . �. - / / ( r I I I I oHP / 1. PRIOR TO THE START OF DEMOLITION, CONTRACTOR SHALL VERIFY THE DEPTH AND LOCATION OF ALL UTILITY -� EP Q r Y:: - - - - - / 1 off LINES, THAT ARE TO BE REMOVED OR RELOCATED, ADJACENT TO EXISTING SCHOOL BUILDING. CONTRACTOR El REMOVE ASPHALT Sac ' :- -�~-::.:-: _ `:_,- L. - �. -. L -. r = _ .- y' `' - - sacue7�iv ezlu r \ • - - - - _ , - - - // I/ j d�D I / / / SHALL NOTIFY THE ENGINEER UPON DISCOVERY OF ANY DISCREPANCY BETWEEN FIELD CONDITIONS AND £9 OVN / � : �-� ` , � _ ,_ L TDP 7DD /� \ _ / CONSTRUCTION DOCUMENTS. / -- '� _ _ - =' - _ - - - - : ;1 vi,.: F,-694.W S"nCP \ _ - _ I 1 - 1 / ' / / / 2. CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT SCHOOL PROPERTY TO INCLUDE BUT IS NOT ® REMOVE GRAVEL /CONC. - - :. :�:_ - - �_• _ " \ ' / / MHD LIMITED TO SIGNAGE, BENCHES AND OTHER EQUIPMENT. ITEMS THAT CAN BE MOVED SHALL BE RETURNED TO SWK _ _ �' - - - - - _ - - -:: : � : =:-: - :�; _; _ -; :�; .::.. ; �i0 ` \ \ \ \\ t / ' / TOP=69577' OWNERSHIP FOR STORAGE DURING CONSTRUCTION. - - - - - 7 - _ - _ - - - - - \ \ \ - - -- _ INV. IN=691.71'15"RCP 3 ALL SIGNS THAT ARE T BE REMOVED HALL BE RETURNED T OWNERSHIP. SG S O O S U 00 S MILL OVERLAY &O - / _ it - - -' - - _ - _ - ^�� ti \ \ \ \ \ INV. OUT=691.62' 18" HOPE 4. ALL MISCELLANEOUS EQUIPMENT NOTED TO BE RELOCATED SHALL BE RETURNED TO THE OWNER. CONTRACTOR - -� - - - - - - - - - - _ _ _ _ - - - - - - _ ^'_' : . = ` . . =; ` o a h \ - SCALE 1 "-20' SHALL COORDINATE WITH OWNER ON FINAL LOCATION OF ALL NOTED EQUIPMENT. - - - - - - - _ - - _ _ - _ - T' s.... - - ` ' . Y _: - :- : .::: - _ . _. ° 5. PRIOR TO THE REMOVAL THE UNDERGROUND FUEL TANK AND ASSOCIATED UTILITIES, CONTRACTOR SHALL ��y�J x REMOVE TREE - _ 'Y= - - - - _ _ - - - _ _ I ._ o o - / I - - STEEPSLOPES SD /NLET (GRATE) ET (GPo.09 PROVIDE A TEMPORARY ABOVE GROUND TANK FOR USE DURING THE WINTER MONTHS OF CONSTRUCTION. 0 20' 40' ' r _ � - 09- - - - _ _ h (MANAGED) INV IN=694.04' 15"RCP UNDERGROUND TANK SHOULD BE REMOVED PRIOR TO THE START OF CONSTRUCTION OF THE KITCHEN 4 u INV. OUT=693.94' 15"RCP ADDITION. CONTRACTOR SHALL FOLLOW ALL REGULATIONS ASSOCIATED WITH THE REMOVAL AND DISPOSAL OF ------- SAW CUT ,b THE UNDERGROUND FUEL TANK AND COORDINATE WITH ALL REGULATORY AGENCIES ACCORDINGLY. Vhx D O VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com •00••00 s 4* 0' TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • bemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1,407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 Checked By Designed By Drawn By vj �' Bryan D. Cichcel . Z Lie. No. 53741 ,� 12/i/26 A 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 DEMOLITION PLAN C2n2 / _ I \ \ \ \ \\ A—ROCKRMOR 1 coAL \\ \\ I f I I / / / / /' /I( // // / / / I \ V/'� \ \ \ I 1 \ El I I ROCKARM�R \ 1 I \ 1 IT LEGEND: REMOVE CONCRETE REMOVE ASPHALT REMOVE GRAVEL MILL & OVERLAY REMOVE TREE SAW CUT 0\/N _/ / I I \ I I I (3) TENNIS COURTS (36' x 18 J I I I w I 1 1 ' I \ I , I / I I , / ' I / / / / , , . / / / � � / / SCALE 1"=20' / ' 0 20' 40' 2 I I \ 1 II I I i GRAV�L LANE 1 1 1 1 NOTES: PRIOR TO THE START OF DEMOLITION, CONTRACTOR SHALL VERIFY THE ro I x I I \ \ \ \ I I I I I I I I / b , / / / / / / /, / / / DEPTH AND LOCATION OF ALL UTILITY LINES, THAT ARE TO BE REMOVED OR RELOCATED, ADJACENT TO EXISTING SCHOOL BUILDING. CONTRACTOR SHALL NOTIFY THE ENGINEER UPON DISCOVERY OF ANY DISCREPANCY BETWEEN FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS. I 1 I ,,: ; ::I' :6 2. CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT SCHOOL 1 I I I PROPERTY TO INCLUDE BUT IS NOT LIMITED TO SIGNAGE, BENCHES AND ./ i 1 1 I 1 1 • I ' : I / / I I , / I / i OTHER EQUIPMENT. ITEMS THAT CAN BE MOVED SHALL BE RETURNED TO BLOCK.0'6W)NlNG / / / OWNERSHIP FOR STORAGE DURING CONSTRUCTION. I I watLLo'dl't'1 3. ALL SIGNS THAT ARE TO BE REMOVED SHALL BE RETURNED TO OWNERSHIP. ' ` ` 4. ALL MISCELLANEOUS EQUIPMENT NOTED TO BE RELOCATED SHALL BE \ REMOVE F)-=N _ — — I I:: : I I III I / / / RETURNED TO THE OWNER. CONTRACTOR SHALL COORDINATE WITH OWNER ON FINAL LOCATION OF ALL NOTED EQUIPMENT. 1 x I 1 ' MHS , \ I I ' 1 \ .I ' L . ' .:I .: \ : ; : W .. \ \ I TOP=670.43' r-\ I\ 1 I I I I \ I I L: I\: k \\ I I I INV. 1N=662.97' 8"PVC (S) \ \\ 1 HAIN-LINK I I I \ I '1: I: I': j I \ \ \ \ 1 I I I I / \ INV. 1N=663.21'8' PVC (W) \ \ I FENCE I I I\ 1 \'I' I : I : \ I Qj \ \ \ 1 I / \ ICI I I I INV. OUT=662.78' 8"PVC \\ I x 1 I I II I 1 \ STEEP SLOPES I I I I :: ' I:: ; : \ \ \\ \ \ \ I I I I I MHS \ I \ I I I / (MANAGED) I I ' 1; \ \ I I �I f \ \ I I\ \ \ \ II I I \ TOP= ' INV. =663. .8"PVC I IINVOUT=66309'8"PVC I \ REI OVE FjENCE TMP 56-64E \ \ \ \ I COUNTY SCHOOL BOARD OF I I I ALBEMARLE COUNTY, VIRGINIA \ I I I I \ 1\ \ 1 DB. 1044, PG. 498 ZONED: RA (RURAL AREAS) 1 \ DB. 1098, PG. 703 \ I I I I I \ \ \ \ \ \ 1 1 \ I I I I \ \ 1\ I I \ X / ; , , II I '1 `I , , I I I, \� \\ \ \\ \\ 1'1 \I 11 1j m 1 _ 1 MTOP=67762, // I I I \ \\ \ \ 1 \\ \\ 1 1 \1 1 / 1 I I I 1 1 INV. 1N=670.82' 8" PVC .------------ 1 INV. OUT=670.54'8"PVC RELOCATE 1 GOAL , ' \ \ ELECTRIC PANEL /------------- ' / _ — — — — . — / 1 \ \ \ 1 I I \ \ I I \ I I PROTECT -- --___ ,,, x r \ ter— 1 \ \ \ \ III I \ 1 EXISTING / — \ — — / \ \ \ \ \ \ \ 1 \ APPROX. TREE I TREES TO ,' DRIPLINE (TYP.) MAlel ' / \ \/ \ \ \ \ \ \ \ 15"DEC \ \ \\' \ \\ 1 Za \ I I I I 8"DEC , / �/ 1 / \ `h rn� \ \ \ \ \ \\ \ 1 m I / REMOVE \ \ \ \ \ \ \ \ \ \ \\ \ I F a� / ETE , ____` I� :r18 RELOCATESHED.S�1'/__v \/STEPSL PE .. I / — _ ".C' ECl E x8 SHEET\L1.0 FOIR NE REMOVE PLASTIC / \PROT TISY NGMANAGSHED LOCATION I 12"DEC / BORDER TREES T9 REMAIN \ \ \ \ 9 \ \ -SiE 9L Of ES 1 I !� j 1 _AGED) \ \ \ \ \ \ \ \ \ \ \ \ \ \ 6" DEC 1 \ I I \ \ 1 N :�:;: \ \ ','�..,.,.•. r _ �\ I i \ b \ \ \ 8„DEC \ \ I \ . I MTL. d BEND \ - — \ , �6�Y]LTS — / / STEEP SLOPES , \ L. S \ \ \ \:,: :: \::: :\ \ I I '/'. /I I / I 1� BENav r/ / // / ^� / / MULCH (MANAGED) / \ a l -1- / \. r — —en ti \: �,4 : \ I j I I i I I �2DE� / / l j \ i . ' GAME . ' . ' / C\ WIN \( PLAYAREA / � \ RELOCATE .'RAc _ i P \ (SWINGS) I I I / \ ' S 1 ` I I I " '.REMOD/EI EXISTING \ \ BENCH / \ RELOCATE MTL. I I \ \ \ \ \ \! / \ / ADJUST AME RAGik \ 15"DEC BENCH o� \ \ \ 1 ........ / 16 E BIORET NTIIQN PACILI \ MULCHPLAYAREA BENCH \\ >5"DEC /. .;. :. / / TOMAXCHFINAII �8 \r \ \\1�2 \ \ \I \\ \ \\\ \\ \\ \\ \ \ \\ \\ 1\\\ I ::: /. . • \ \\ 1 . . , I \ C IN -LINK \ I (SET W/SLIDES) (RAMP) ' . ', . ', . \ t \ F ,,( EC \ ENCi� (RAMP) GRAVE / RELOCATE EQUIPMENT as EQUIPMENT \ z SwM/BlO c0=666.77' 1 I - �,' l > / I I 1 \ \• , Q 1 \\ \ \ � Pl,asnc TO REMAIN ' (SEE LANDSCAPE �LANS \ l /ORDER / . / \ / I I \ %.'. C0=686.54' \ \ 0.3,Y<(w) / ; \ ,` EQUIPMENT �� \ 1 1 \ \ \ \ \\\ \ g PLASTIC �. /I TO REMAIN 1o^DEC\\ —RELOCATE ASPHALT;/•. / BORpE?' REMO�FEC.ULVERT'PIPF \ — — `° , I \ \ \ I / 633'(W). / MULCH STEEP SLOPES — i .I; ,� :/ , / r / I I \ \ BENIGN 0 / I PLAYAREA - \ I \\ \ \ \ \ \ \ \ \ \ \ (CRITICAL SLOPES) b \ \ \ \ \ \ \ \ \ \ \ \ �. �. '. �. �'. �`'. �. '. �. �'. '. �. �', �. �'. ��. ��. '. �. �� , (✓-GYM) 2 I I \ . \ \ PLASTIC S \ \ \ \ \ \ \ \ \ \\ \ BORDERS I \\ \ \ \ \ \ \ \ �d, \ 033'W 1 1 I 4"DEC \ \ REMOVE ( S�Lr' I / . • ./• . (: � / I cz ' . I20CK' RMOR . l l \ \ \ / _ r _ - 12"RCP I\ I \ \ \ \ \ i:: \ PLASTIC 10"DEC r - - 682_ - _ - - \\ \ \ \ \ \ \ \ \\ REMOVE ROCK AR _R- — (: t / / 1 I / EMOVE 6� \'. • / 7 _ 1— H Nu. _sso.a4 — RE OV�Pf ASTIC BIORETENTION FACT T1L _ \ \ \ \BORDER \ Cr — k — _ _ ` ` _ _ _ R SIGNS — / \ — \ BORDER \ 1 1 1 I \ \ \ \ 8RCP LNA(N-LINK �_ o ` — _ .\ \ REMOVE \ \ `\\ / �/ /' / N0.=880.44' FENCE — _ . \. \ \'Gb \\ \ 0' SA TA�R"�Y SEWER EASEMENT .'.. C�JRB \ \ REMOVE — ASPHALT l / . \• \ \ / I \ \ \\ \\ \ FOR AL RLECOUNTY \ \ \ \ \ \\ \ 1 \ •.•I \ \ 8"'PLASTIC \y FENNY \�\ PA •.� . \ •r CURB'.' \ _ - \ SERVIC AUTHeRITY \ \ \ \ \ INV = 682.0� rf T,'i �_ - \ - = \ \ \ I \ OB. 976, PG. 96 ./ . , \ . • ,i \ \ \ \ (OPP. END i r / 15" RCPyW FES l: l; / \ . . . . . . \ \ \ \ NO) FOUND 'i� ^p� _ INI>OUT= 68202' b' D REMOSIGI<l, ' REMOVEPQRfi16N — — \ \ \ \ \\ \I \ . . . . .. . . . \�/_ _ \68S \\ \ \ I........... //.... HND ISLANIZ RCP _ \ \ \ \ \ \ � ... ......,...�.I.�..'.'.'. GONG — I I I •' .1. �. •. .\. � ,'%. \ \/ �'� / r PLANTER WI•. . . Rtil.' .�= . . 4L'A,r -_CONC-1STEPS RE—MO, VE`C9NCRET€ \ \ \\,\ \ S SPKWALKsTREADS, TRAMPS TddPs7s.38' 1 .6RISERS W/RAIL (NVIN 66815'8"PVC LIGHT POLE ..... \T=66783 8 PVCRELOCATE \ ` \ \ \\\\\\\\ \ 1\1 / \. -� '..I,',.. \ / / , \ MATCHIN EET2.0 NIHD:: 1 I IXDEC i _ \ CONC. \ \ \ \ \ \\ TOL?-689.33':; .MANHOLE P'.P,TO'B� R) LO L' •'.', .r... / \/ _ P�6\T�CTBENCH /, — \ENTER \ \ \ \ \ \ \\ Gb \ \ \ \\ \\ h z r ` _ i C�ONC. STEPS CANOPY \\ \ \ \ \ \ \ \ \ \ \ S \ \ \ \ \ \ \ Q lNV lN= 83.56'95'':RGR(N): I I �',',','.ADJUSTED,P R'FINAL• ,�IGFirpOLE r'. 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IN 673.74' PVC -EAT' / 3'(W)DOOR 3, W \ \ \ 90 \ \ \ S \ \ �\ \ \ \/°\ \ A \\ \ \ S \ \ \ \ \ \ \ NV. 1N7665.85'8"PVC REMOVE PORTION I �.',,-.'9 / REMOVE CONCRETE pORTIOhTDF SA111�ARY \ \ (\ \ \ \ \ 8"Pvc\�� \ \ \ \ \ \ \\ \ \\ \ \ / 6' f • l�' . ' INV 1N=673.44' 8';PVC W / DOOR \ \ \ 'b \ \ \ \ \ \ INV. OUT=665.63' 8" PVC OF 15" RCP ) \ \ \ ` NV=676.84' \ \ ...' '. / ' ' ��.. I.... / VOUT=s73.ao'8"PVC / WITHIN BREEZEWAY \ \SEWER�INETOBE \ \ \ \ \ \\ \\ \ \ \ \ \\ I L'RE\LOCAT\ED(S E ARCH \12"D C \ \E\XST. CONC. .. PLANS)REMOVE SO INLET I I I / MANHOLE TOP TO BE \ \ \ �I PAD SD INLET GRATE r ��. r ) REMOVE REMAIN TOPGRAT o I' — '�' ' • G / ADJUSTED PER FINAL I / / • • CON BETE / CONC. < \ > ® \ \ I I I \ \ \ \ \ I I I I I IV I II i GRADING PLAN b b 3'(W)DOOR \ \ ® ® INV. OUT=685.00'15"RCP r 1 . . '�' DEWALK / 1 l t�G'�q,' \ \ �G[.,. '/ FFE=69��6' CONC. \ - War' CONC. FFE=693.45' \ 3'(WI DOOR \ Z I/ / f TOPsBS'B®E� fi"QEmP=69283' (THRESHOLD) / \F FFE=681.36' MECH. / \ \ \\ \ \' 1 \ \ , pl I I \ I C I I ✓ I /• -. _ - - '7 /`.� ��. I (THRESHOLD) '-' \\.. Bor=sassa' \ \ (BSMr) YARD \ \ , �- \ \ , 1\. \ \ \\ \ \ \ 6;. \\ \ \ li coo i III I I Il \, 4oT s8s.8s' \ 2 \ V hx D O VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. bemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 kD. ld Lie. No. 53741 12/i/26 Checked By Designed By Drawn By ti B. CICHOCKI K. ROESER K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 2 FINAL SITE PLAN RESUBMISSION #1 3 WPO PLAN RESUBMISSION #1 DATE 10.AUG.2020 25.NOV.2020 02.DEC.2020 DEMOLITION PLAN C23 GENERAL EROSION AND SEDIMENT CONTROL NOTES EROSION AND SEDIMENT CONTROL NARRATIVE: Sediment Trap #1 design drainage area (acres) (<3) 1.04 T trap volumes: OFHG„& CREST OF STORE WEIR y„ygF elevation (ft) area (so wlume(cy) xG 680.5 533 \ q 681 643 10.9 DRYSTORAGE 682 888 28.4 683 1191 38.5 684 1545 50.7 WET STORAGE 685 1970 65.1 (ExuvATEn) GROUND 193.5 1RERaoTx GROUND ELF.LN. -SEE PLATE 3.13-1 COARSE ACCWF TE CLMS I RPRAP wet storage: wet storage required (cy) (67*DA) 69.7 bottom of stone weir (ft) 683.0 wet storage provided at this elevation (cy) 77.7 *"coarse aggregate shall be VDOT #3, #357 of #5 slope of wet storage sides 21 weir length (ft) (6xDA) 6.2 dry storage: bottom of trap elevation (ft) 680.5 dry storage required (cy) (67*DA) 69.7 bottom trap dimensions: 29X19 crest of stone weir 685.0 top of dam elevation (ft) 686.0 dry storage provided at this elevation (cy) 115.8 top width of dam (ft) 2.9 slope of dry storage sides 21 top trap dimensions 4TX39 ST1 3.13 SEDIMENT TRAP 1 No Scale Sediment Trap # 2 design drainage area (acres) (<3) 1.24 �ARw E trap volumes: IXLCw WEIR elevation (ft) area (st) volume(cy) cRGUND\\,1 ELEV. 677 816 0 678 1294 39.1 vARw E 678.85 1721 47.5 Z 679 1798 9-8 680 2328 76.4 ,, mx 172.7 FILTER CLOTH ORGNAL ctquxG EIN. wet storage: -SEE PLATE 3.13-1 COORSE AGGREGATE" CLASS I RPRAP wet storage required (cy) (67*DA) 83.1 bottom of stone weir (ft) 678.85 wet storage provided at this elevation (cy) 86.5 *'coarse aggregate shall be VDOT #3, #357 of #5 slope of wet storage sides 2-1 weir length (it) (6xDA) 7.4 _ dry storage: bottom of trap elevation (ft) 677 dry storage required (cy) (67*DA) 83.1 bottom trap dimensions: 7.675(106.5' crest of stone weir 680.0 top of dam elevation (it) 681.0 Cry storage provided at this elevation (cy) 86.2 top width of dam (ft) 3 slope of dry storage sides 2:1 top trap dimensions 19.67'x118.25' ST2 3.13 SEDIMENT TRAP 2 No Scale ES-1: UNLESS OTHERWISE INDICATED, CONSTRUCT AND MAINTAIN ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. ES-2: THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY WILL MAKE A CONTINUING REVIEW AND EVALUATION OF THE METHODS AND EFFECTIVENESS OF THE EROSION CONTROL PLAN. ES-3: PLACE ALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO OR AS THE FIRST STEP IN CLEARING, GRADING, OR LAND DISTURBANCE. ES-4: MAINTAIN A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN ON THE SITE AT ALL TIMES. ES-5: PRIOR TO COMMENCING LAND -DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFFSITE BORROW OR WASTE AREA), SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE ARCHITECT/ENGINEER AND THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY FOR REVIEW AND ACCEPTANCE. PROJECT DESCRIPTION THIS PROJECT INCLUDES THE CONSTRUCTION OF THREE ADDITIONS TO AN EXISTING ELEMENTARY SCHOOL BUILDING FOR EXPANDED KITCHEN SPACE, GYM SPACE, AND CLASSROOM SPACE. ADDITIONALLY, THE PROJECT INCLUDES THE CONSTRUCTION OF A MODIFIED BUS LOOP, ADDITIONAL SURFACE PARKING, AND ASSOCIATED SITE, UTILITY, DRAINAGE, AND LANDSCAPE IMPROVEMENTS. LIMITS OF CLEARING AND GRADING ARE 5.41 AC. ADJACENT PROPERTY THE PROPERTY IS BOUNDED BY CROZET AVENUE TO THE WEST, A RESIDENTIAL PARCEL AND RURAL FARMLAND TO THE NORTH, FARMLAND TO THE EAST, AND RESIDENTIAL PARCELS TO THE SOUTH. EXISTING SITE CONDITIONS THE SITE CONTAINS THE EXISTING CROZET ELEMENTARY SCHOOL FACILITY WITH SURFACE PARKING, PLAYGROUNDS/PLAYFIELDS, AS WELL AS ASSOCIATED LANDSCAPING, UTILITIES, AND DRAINAGE. ADDITIONALLY, PARROTT BRANCH CREEK RUNS ALONG THE SOUTHERN PORTION OF THE SITE. OFF -SITE AREAS NO WORK WILL BE CONDUCTED OFF -SITE. ES-6: PROVIDE ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS CRITICAL EROSION AREAS DETERMINED BY THE RESPONSIBLE LAND DISTURBER. (MODIFIED NOTE) CRITICAL SLOPES ARE NOTED ACCORDINGLY. ES-7: ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND -DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT. ES-8: DURING DEWATERING OPERATIONS, PUMP WATER INTO AN APPROVED FILTERING DEVICE. ES-9: INSPECT ALL EROSION CONTROL MEASURES DAILY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT. MAKE ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES IMMEDIATELY. SOILS INFORMATION: SB - BELVOIR LOAM, 2 TO 7 PERCENT SLOPES. MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, SOMEWHAT POORLY DRAINED, HYDROLOGIC SOIL GROUP: D 7B - BRADDOCK LOAM, 2 TO 7PERCENT SLOPES. MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC SOIL GROUP: B 8C3 - BEDROCK CLAY LOAM, 7 TO 15 PERCENT SLOPES. MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC SOIL GROUP: B 25B - DYKE SILT LOAM, 2 TO 7 PERCENT SLOPES. MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC SOIL GROUP: B 26C3 - DYKE CLAY LOAM, 7 TO 15 PERCENT SLOPES. MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC SOIL GROUP: B 37C3 - HAYESVILLE LOAM, 7 TO 15 PERCENT SLOPES. MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC SOIL GROUP: B 56B - MEADOWVILLE LOAM, 2 TO 7 PERCENT SLOPES. MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGICAL SOIL GROUP: A CONTRACTOR SHALL PROVIDE ALL INFORMATION REQUIRED FOR CONSTRUCTION RECORD DRAWINGS: A/ COUNTY OF ALBEMARLE m Department of Community Development Am R/FGIri1PF Construction Record Drawings (As -built) for VSMP The following is a list of information required on construction record drawings for stormwater facilities (reference Water Protection Ordinance 17-422). It is preferable that the construction record drawing be prepared by someone other than the designer. Please do not provide design drawings as construction record drawings. A. A signed and dated professional seal of the preparing engineer or surveyor. B. The name and address of the firm and individual preparing the drawings on the title sheet. C. The constructed location of all items associated with each facility, and the inspection records to verify proper dimensions, materials and installation. The items include, but are not limited to the following: 1. Inspection Records and photographs for pipe trenches and bedding, including underdrains. 2. Video Pipe Inspection for any pipes which are not accessible or viewable. 3. Updated Location with geo-coordinates of all facilities. 4. Verified Drainage Area maps for the drainage area treated, and for drainage to the facilities. 5. Current physical and topographic survey for all earthen structures. Ponds should include a survey of the pond bottom. Surveys should verify pond volumes are per design. Corrections may be required for alterations from the design. 6. Plants, location and type. 7. Plans and profiles for all culverts, Pipes, Risers, Weirs and Drainage Structures - Display the installed type of drainage structures, culvert/pipe size, weirs, materials, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. 8. Computations: For significant deviations from design, provide sealed computations verifying that the as -built condition is equivalent or better than design. 9. Ditch Lines - Display the constructed location of all ditch lines and channels, including typical sections and linings. 10. Easements - Show all platted easements with dead book references labeled. Facilities and drainage must be within platted easements. Provide copies of recorded documents. 11. Guardrail, fences or other safety provisions - Display the constructed location of all safety provisions; fences, guardrail, including the type, length and applied end treatments, compared to design. 12. Material layers - 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. SEQUENCE OF INSTALLATION PHASE 1. A PRE -CONSTRUCTION MEETING IS REQUIRED WITH ALBEMARLE COUNTY E&SC INSPECTOR, CONTRACTOR, OWNER, AND ENGINEER. THIS MEETING SHALL TAKE PLACE AT THE ALBEMARLE COUNTY COMMUNITY DEVELOPMENT BUILDING, OR OTHERWISE, AS DETERMINED BY THE COUNTY. CLEARING LIMITS MUST BE FLAGGED PRIOR TO THE MEETING WITH ONE (1) WEEK OF NOTICE. 2. INSTALL PERIMETER MEASURES: CONSTRUCTION ENTRANCE, SILT FENCE, SAFETY FENCE, AND CULVERT INLET PROTECTION AS SHOWN ON SHEET C3.2 & C3.3. 3. INSTALL SILT FENCE BELOW PROPOSED SEDIMENT TRAPS. CLEAR AND GRADE SEDIMENT TRAPS 1,2, & 3. 4. INSTALL DIVERSION DIKES, REMAINING SILT FENCE, AND INLET PROTECTION. 5. AFTER ALL EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, SITE WORK CAN BEGIN. 6. SEED ALL DENUDED AREAS PER VESCH STANDARDS. PHASE II 1. BEGIN SITE WORK ASSOCIATED WITH THE BUS LOOP, PLAYGROUND, & BASKETBALL COURT AREAS. INSTALL ADDITIONAL E&SC MEASURES. 2. BEGIN INSTALLING UTILITIES AND PROPOSED CONSTRUCTION SHOWN ON SHEETS C3.4-C3.5. 3. INSTALL STORM SYSTEM AS SHOWN ON SHEET C3.2 & C3.3. INSTALL ADDITIONAL INLET PROTECTION AS THE STORM SYSTEM IS CONSTRUCTED AND BECOMES OPERATIONAL. 4. ALL STORMWATER PIPING & STRUCTURES, INCLUDING SWM FACILITIES SHALL BE INSPECTED FOR SILT/SEDIMENT. IF PRESENT, SILT/SEDIMENT SHALL BE CLEANED OUT FOR THE SYSTEM TO THE SATISFACTION OF THE ESC INSPECTOR. 5. ONCE THE SITE UP HILL FROM EACH SEDIMENT TRAP HAS BEEN STABILIZED AND APPROVED BY THE ESC INSPECTOR REMOVE AND BACKFILL ACCORDINGLY. APPLY PERMANENT SOIL STABILIZATION AND STABILIZATION BLANKETS AS REQUIRED. CONSTRUCT BIORETENTION FACILITIES 2C & 3A ONCE BUS LOOP AREA CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING DRAINAGE AREAS HAVE BEEN STABILIZED. 6. ONCE ALL EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE AS SHOWN ON SHEETS C3.4 & C3.5, EXCAVATION & SITE WORK WORK CAN BEGIN ON THE KITCHEN ADDITION, DUMPSTER/LOADING AREA, GYM ADDITION, & CLASSROOM ADDITION. 7. PERFORM APPLICABLE UTILITY INSTALLATION ASSOCIATED WITH THIS CONSTRUCTION. 8. ALL STORMWATER PIPING & STRUCTURES, INCLUDING SWM FACILITIES SHALL BE INSPECTED FOR SILT/SEDIMENT. IF PRESENT, SILT/SEDIMENT SHALL BE CLEANED OUT FOR THE SYSTEM TO THE SATISFACTION OF THE ESC INSPECTOR. 9. FINE GRADE PROJECT AREA ASSOCIATED WITH THIS PHASE. SEED ALL DENUDED AREAS PER VESCH STANDARDS. PHASE III 1. ONCE ALL EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE AS SHOWN ON SHEETS C3.6 & C3.7, SITE WORK CAN BEGIN ON THE FRONT PARKING AREA. 2. PERFORM APPLICABLE UTILITY INSTALLATION ASSOCIATED WITH THIS CONSTRUCTION. 3. ALL STORMWATER PIPING & STRUCTURES, INCLUDING SWM FACILITIES SHALL BE INSPECTED FOR SILT/SEDIMENT. IF PRESENT, SILT/SEDIMENT SHALL BE CLEANED OUT FOR THE SYSTEM TO THE SATISFACTION OF THE ESC INSPECTOR. 4. SEED ALL DENUDED AREAS PER VESCH STANDARDS. PHASE IV 1. FINE GRADE PROJECT AREA. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITH SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. APPLY SOIL STABILIZATION BLANKETS FOR ALL SLOPES THAT EXCEED 3:1. 2. ONCE THE SITE UP HILL FROM EACH SEDIMENT TRAP HAS BEEN STABILIZED AND APPROVED BY THE ESC INSPECTOR REMOVE AND BACKFILL ACCORDINGLY. APPLY PERMANENT SOIL STABILIZATION AND STABILIZATION BLANKETS AS REQUIRED. 3. INSTALL BIORETENTION FACILITIES 2A & 2B ONCE ALL CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. 4. ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED, EROSION CONTROL MEASURES CAN BE REMOVED UPON APPROVAL FROM THE E&SC INSPECTOR. EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE CURRENT ADDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. THE MINIMUM STANDARDS OF THE VESCH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE BY LOCAL AUTHORITIES HAVING JURISDICTION. STORMWATER RUNOFF CONSIDERATIONS PROPOSED IMPROVEMENTS TO MAINTAIN CURRENT SITE STORMWATER CONDITIONS CONSISTING OF SHEET FLOW TOWARDS MOORES CREEK. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN ACCORDANCE WITH VESCH AND THE CONSTRUCTION SEQUENCE, INCLUDING THE INSPECTION OF ALL MEASURES AFTER ALL RAIN EVENTS. STRUCTURAL PRACTICES: 1. TEMPORARY CONSTRUCTION ENTRANCE - 3.02 A TEMPORARY CONSTRUCTION ENTRANCE SHALL BE PROVIDED AT THE LOCATION INDICATED ON THE PLANS. IT IS IMPERATIVE THAT THIS MEASURE BE MAINTAINED THROUGHOUT CONSTRUCTION. ITS PURPOSE IS TO REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. 2. SILT FENCE BARRIER - 3.05 SILT FENCE SEDIMENT BARRIERS SHAL L BE INSTALLED DOWNSLOPE OF AREAS WITH MINIMAL GRADES TO FILTER SEDIMENT -LADEN RUNOFF FROM SHEET FLOW AS INDICATED. ITS PURPOSE IS TO INTERCEPT SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS AND PREVENT SEDIMENT FROM LEAVING THE SITE. 3. STORM DRAIN INLET PROTECTION - 3.07 STONE FILTERS SHALL BE PLACED AT THE INLET OF ALL DRAINAGE STRUCTURES AS INDICATED ON PLANS. ITS PURPOSE IS TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION. 4. DIVERSION DIKE - 3.09 A RIDGE OF COMPACTED SOIL CONSTRUCTED AT THE TOP OR BASE OF A SLOPING DISTURBED AREA WHICH DIVERTS OFF -SITE RUNOFF AWAY FROM UNPROTECTED SLOPES AND TO A STABILIZED OUTLET, OR TO DIVERT SEDIMENT -LADEN RUNOFF TO A SEDIMENT TRAPPING STRUCTURE. MAXIMUM EFFECTIVE LIFE IS 18 MONTHS. 5. SEDIMENT TRAP - 3.13 A TEMPORARY BARRIER OR DAM WITH A CONTROLLED STORMWATER RELEASE TO DETAIN SEDIMENT -LADEN RUNOFF FROM DISTURBED AREAS IN "WET" AND "DRY" STORAGE LONG ENOUGH FOR THE MAJORITY OF SEDIMENT TO SETTLE OUT. 5.1. MAINTENANCE OF SEDIMENT TRAP - INSPECT TRAP EMBANKMENT WEEKLY TO ENSURE IT IS STRUCTURALLY SOUND AND HAS NOT BEEN DAMAGED DURING CONSTRUCTION ACTIVITIES. ADDITIONALLY THE TRAP SHALL BE CHECKED AFTER EVERY RAINFALL EVENT. ONCE THE SEDIMENT HAS REACHED THE DESIGNATED CLEANOUT LEVEL IT SHALL BE REMOVED AND PROPERLY DISPOSED OF. 6. OUTLET PROTECTION - 3.18 THE INSTALLATION OF RIPRAP CHANNEL SECTIONS AND/OR STILLING BASINS BELOW STORM DRAIN OUTLETS TO REDUCE EROSION AND UNDER -CUTTING FROM SCOURING AT OUTLETS AND TO REDUCE FLOW VELOCITIES BEFORE STORMWATER ENTERS RECEIVING CHANNELS BELOW THESE OUTLETS. 7. DUST CONTROL - 3.39 DUST CONTROL IS TO BE USED THROUGH THE SITE IN AREAS SUBJECT TO SURFACE AND AIR MOVEMENT. VEGETATIVE PRACTICES: 8. TOPSOIL (TEMPORARY STOCKPILE) - 3.30 TOPSOIL SHALL BE STRIPPED FROM AREAS TO BE GRADED AND STOCKPILED FOR LATER SPREADING. STOCKPILE LOCATIONS SHALL BE LOCATED ONSITE AND SHALL BE STABILIZED WITH TEMPORARY SILT FENCE AND VEGETATION. 9. TEMPORARY SEEDING - 3.31 ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN 30 DAYS SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING OF THOSE AREAS. SELECTION OF THE SEED MIXTURE SHALL DEPEND ON THE TIME OF YEAR IT IS APPLIED. 10. PERMANENT SEEDING - 3.32 FOLLOWING GRADING ACTIVITIES, ESTABLISH PERENNIAL VEGETATIVE COVER BY PLANTING SEED TO REDUCE EROSION, STABILIZE DISTURBED AREAS, AND ENHANCE NATURAL BEAUTY. MANAGEMENT STRATEGIES 1. PROVIDE TEMPORARY SEEDING OR OTHER STABILIZATION IMMEDIATELY AFTER CLEARING. 2. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED UNTIL THEY ARE NO LONGER REQUIRED TO COMPLY WITH THE CONTRACT DOCUMENTS OR STATE LAW. PERMANENT STABILIZATION ALL NON -PAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISHED GRADING. SEEDING SHALL BE IN ACCORDANCE WITH STD. & SPEC. 3.32, PERMANENT SEEDING. SEED TYPE SHALL BE AS SPECIFIED FOR "MINIMUM CARE LAWNS" AND "GENERAL SLOPES" IN THE HANDBOOK FOR SLOPES LESS THAN 3: 1. FOR SLOPES GREATER THAN 3: 1, SEED TYPE SHALL BE AS SPECIFIED FOR "LOW MAINTENANCE SLOPES" IN TABLE 3.32-D OF THE HANDBOOK. FOR MULCH (STRAW OR FIBER) SHALL BE USED ON ALL SEEDED SURFACES. IN ALL SEEDING OPERATIONS SEED, FERTILIZER AND LIME SHALL BE APPLIED PRIOR TO MULCHING. MINIMUM STANDARDS: AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR LOCALITY MUST BE CONSISTENT WITH THE FOLLOWING CRITERIA, TECHNIQUES AND METHODS: MS-1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. MS-2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. MS-3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. MS-4. SEDIMENT TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. MS-5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. MS-6. SEDIMENT TRAPS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP. A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. MS-7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. MS-8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. MS-9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. MS-10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. MS-11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. MS-12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. MS-13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. MS-14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. MS-15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. MS-16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. MS-17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. MS-18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. MS-19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE STANDARDS AND CRITERIA LISTED IN SECTION 19 OF VIRGINIA ADMINISTRATIVE CODE 9VAC25-840-40 MINIMUM STANDARDS. VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com �0*00 • s TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • lbemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number VMDO Project Number 1284 kD. ld Lie. No. 53741 12/I/26 Checked By Designed By Drawn By B. CICHOCKI K. ROESER K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 EROSION & SEDIMENT CONTROL NOTES & DETAILS C3n0 PIPE OUTLET CONDITIONS 70' MIN. 5.1 EXISTING A 3' PAVEMENT A A TYPICAL ORIENTATION OF VESCH TREATMENT - 1 SOIL STABILIZATION ( FILTER 0' M A MOUNTABLE BERM CLOTH (OPTIONAL) SHALLOW BLANKET) SIDE ELEVATION SLOPE " "' EXISTING GROUND ON SHALLOW SLOPES, STRIPS NETTING ado d PROTECTIVE COVERINGS MAY BE APPLIED PIPE OUTLET TO FLAT 9 ACROSS THE SLOPE. CK T 10' MIN. BAL AREA WITH NO WHERE THERE IS A BERM AT THE BERM DEFINED CHANNEL PLAN VIEW TOP OF THE SLOPE, BRING THE OMIN�� 1I EXISTING - 12' MIN.MIN. COMPACTED SOIL CWD TO HAVE VDOT MATERIAL OVER THE BERM AND PAVEMENT STANDARD EC-2 MATTING ON UPHILL STEEP ANCHOR IT BEHIND THE BERM. - SLOPE VDOT#1 COARSE AGGREGATEBE 170' MIN. 18"MIVNI I I I I I I SIDE ON STEEP SLOPES, APPLY PROTECTIVE E TO ,LMUST EXTEND FULL WIDTHOF FLEW COVERING PARALLEL TO THE DIRECTION T INGRESS AND EGRESS OPERATION TRAPPING DEVICE j1jL JIM 0 o�y OF FLOW AND ANCHOR SECURELY. PLAN VIEW _ � BRING MATERIAL DOWN TO A LEVEL AREA BEFORE 12' MIN. 4.5' MIN.' IIII 4 TERMINATING THE 3"MIN. SECTION A -A FILTER KEY IN 6"-9"; RECOMMENDED INSTALLATION. TURN THE 12,: FLOW 3" MIN. DD 3.09-1 CLOTH FOR ENTIRE PERIMETER DITCH END UNDER 4" AND STAPLE AT 12" INTERVALS. FILTER CLOTH SECTION A -A A >i IN DITCHES, APPLY PROTECTIVE COVERING TEMPORARY DIVERSION DIKE PARALLEL TO THE DIRECTION OF FLOW. 5 7 No Scale USE CHECK SLOTS AS REQUIRED. AVOID A 3do (MIN.) JOINING MATERIAL IN THE CENTER OF THE DITCH IF AT ALL POSSIBLE. do I t REINFORCED CONCRETE DRAIN SPACE PIPE OUTLET TO SECTION B-B 2 X 4" WOOD SILT FENCE DROP INLET PROTECTION DROP INLET FRAME WITH GRATE WELL DEFINED CHANNEL BM 3.36-1 CE 3.02 PLAN VIEW 1 5' -� _� FRAME 11 SOIL STABILIZATION BLANKET (TREATMENT-1) STONE CONSTRUCTION ENTRANCE MAX. _ - -�-- NO Scale No Scale La 3' TYPICAL VESCH TREATMENT - 1 (SOIL STABILIZATION BLANKET) MIN. INSTALLATION CRITERIA GATHER o EXCESS -_ AT - I ANCHOR NOTES CORNERS SECTION A -A SLOT APPROXIMATELY 200 STAPLES REQUIRED GRAVEL CURB INLET SEDIMENT FILTER FILTER KEY IN 6"-9"; RECOMMENDED CLOTH FOR ENTIRE PERIMETER PER 100 SQ. YDS. OF MATERIAL ROLL. ANCHOR SLOTS, JUNCTION SLOTS & CHECK SLOTS TO BE BURIED 6" TO 12". PERSPECTIVE VIEWS NOTES: STAKE 12" MAX. OR FLATTER JUNCTION _ 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR TE 6" MAX. STEEPER THAN 4:1 SLOT FABRIC CONCRETE. EDGE AND END JOINTS CHECK SLOT TO BE SNUGLY ABUTTED I I I I III I I I 1' III 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. TERMINAL FOLD (JUTE MESH WILL HAVE \ MIN 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 LAP JOINT 2" MIN. (JUTE STAPLED LAP JOINT IN LIEU OF EDGE JOINT) I I I I I I ,E°d A INCHES. OP MESH ONLY) TAMP FIRMLY I DETAIL A O ANC T V MAX. 4:1 OR FLATTER 3' r MAX. STEEPER THAN 4:1 11 . OUTLET PROTECTION N I GRAVEL FILTER 12" I I RUNOFF WATER WIRE MESH No Scale CHECK SLOT FILTERED WATER ELEVATION OF STAKE AND FABRIC ORIENTATION 1 TOI 2" I a. SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN El E�II ��II Il F I� 1� ��II �1I KE01 TAMP F RMLY CHECK SLOT °o VAR.--rVAR. " O L7 <., "•n <' '''' - :` •. a., ,- SEDIMENT I I o •. ;•A ; o 5 /o) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT 2" EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT APPLY _I I_ _ _ 1-�U I� El 61 CONCRETE GUTTER TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET CHECK SLOTS AT MIN. 50 CC ~ STAPLE FORMED FROM NOA 1 STEEL WRE. 1�O INTERVALS; 12 CURB INLET OR HIGHWAY MEDIANS. STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION a'STAPLE MIN. LENGTH FOR SANDY$OIL. 6" STAPLE MIN. LENGTH FOR OTHER$OIL. COMBINATION BLANKETS ' GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. FENCE ATTACHED TO POSTS (PRE -WEATHERED WOOD, JUNCTION SLOT f TAMP FIRMLY TERMINAL FOLD IP O 3.07-1 GALVANIZED STEEL, IRON OR THICK PVC PLASTIC), AT LEAST TAMP FIRMLY 40" ABOVE FINISH GRADE WITH SPAN BETWEEN POSTS NO GREATER THAN 6' ON CENTER. EVERY NINTH POST SHALL 2 SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE AT STORM DRAIN INLET PROTECTION CONTAIN A WARNING SIGN THAT CLEARLY IDENTIFIES THE i� O 2" CURB INLETS WHERE PENDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND No Scale FENCE AS A TREE PROTECTION FENCE. T I- 0 UNPROTECTED AREAS. TP NO SCALE O 3.38 BM 3.36-2 IP 3.07- 6 SroNE 70' Mw. - TREE PROTECTION SOIL STABILIZATION BLANKET TREATMENT-1 STORMWATER INLET PROTECTION CONSTRUCTION No Scale No Scale No Scale 3" SM-2A ASPHALr-,J_,-. COLRSF 2y 29 I Lx , I pA. N-A Iwo, ERNST CONSERVATION SEEDS e" MN. 2'A ACGREGAIE EasE, RIGHT-OF-WAY NON-NATIVE WOODS MIX - ERNMX-132 1. SET THE STAKES. 2. EXCAVATE A4"X 4" TRENCH UPSLOPE PROFIL TABLE 3.31-B ALONG THE LINE OF STAKES. ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS 6, 5 "QUICK REFERENCE FOR ALL REGIONS" BOTANICAL NAME COMMON NAME � `' 70M'.N. STONE PLANTING DATES SPECIES RATE (LBS./ACRE) PRICE/LB � � consruuclloN A PAVED ASPHALT'NASHRACK ACCESS 30.00% FESTUCA RUBRA CREEPING RED FESCUE 1.90 o� IV i SEPT. 1 - FEB. 15 50/50 MIX OF FLOW 4„ EXIST 7: 2% I ANNUAL RYEGRASS 20.00% LOLIUM PERENNE, PERENNIAL RYEGRASS, 1.85 p PA FvPVT- 2% '2 M.N.* (LOLIUM MULTI-FLORUM) 'FASTBALL RGL' 'FASTBALL RGL' 3. STAPLE FILTER MATERIAL TO STAKES AND 4. BACKFILLAND COMPACT THE 1 . �! t & 50-100 (TURF TYPE) EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. _ CEREAL (WINTER) RYE 7 DRAINAGr ---TO (SECALECEREALE) 20.00% PHLEUM PRA TENSE, TIMOTHY, 'CLIMAX' 1.20 'CLIMAX' OF IN EXr_ND FI.L_ WIDTH A 1 TO SEDIMENT OF INGRESS AND EGRESS FEB. 16 -APR. 30 ANNUAL RYEGRASS 60-100 OPERAT'.ON TRA-PING P VICr (LOLIUM MULTI-FLORUM) 12.00% TRIFOLIUM HYBRIDUM ALSIKE CLOVER 3.25 PLAN MAY 1 - AUG. 31 GERMAN MILLET 50 10.00% AGROSTIS PERENNANS, AUTUMN BENTGRASS, 14.00 �� IIII FLOW �Cc IIII (SETARIA ITALICA) ALBANYPINE BUSH - ALBANY PINE BUSH - 17 I- - vIv TO vt DRnINAGL 27 ro sE'I'°'E>"r INA�PING PS 3.31 NYECOTYPE NY ECOTYPE SHEET FLOW INSTALLATION � II DEVICE - --__ 8.00% AGROSTISALBA REDTOP 8.00 (PERSPECTIVE VIEW) q - TEMPORARY SEEDING PLANT MATERIALS rI Tca a D-I I- 100% MIX PRICE/LB BULK: $3.61 3' SECTION A -A No Scale I FLOW I MAX. SEEDING RATE: 40-60 LB PER ACRE A A\� WOODLAND OPENINGS B A utnlnmmr water tip of 1 nrch must be uutalle(I with a nrunLutuu 1 nrch ballcocl. _ V � Shutoff valve .applying a wash hose with a (fianteter of 1.9 niches for adequate THE SHADE -TOLERANT GRASSES AND CLOVER ARE GOOD FOR WO constant pressm'e. Wash water must be carried away from the entrance to all WOODLAND OPENINGS AND PARTIALLY SHADED SITES. MIX approved settlhtg area to remove Sednuent. Al se(hinent sha0 be prevented from FORMULATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE DEPENDING entering stor7u drams, (htches or watercourses. TABLE 3.32-D ON THE AVAILABILITY OF EXISTING AND NEW PRODUCTS. WHILE THE POINTS A SHOULD BE HIGHER THAN POINT B. PAVED WASH RACK SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA FORMULA MAY CHANGE, THE GUIDING PHILOSOPHY AND FUNCTION OF THE MIX WILL NOT. TOTAL LBS. PER ACRE DRAINAGEWAY INSTALLATION MINIMUM CARE LAWN COMMERCIAL OR RESIDENTIAL 175-200 LBS. (FRONT ELEVATION) PC KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100% SF 3.05-2 IMPROVED PERENNIAL RYEGRASS 0-5% SLOPE STABILIZATION SEED MIX SILT FENCE (W/O WIRE SUPPORT) KENTUCKY BLUEGRASS 0-5% GENERAL SLOPE (3:1 OR LESS) PAVED CONSTRUCTION ENTRANCE No Scale No Scale KENTUCKY 31 FESCUE 128 LBS. SILT FENCE CULVERT INLET PROTECTION No Scale RED TOP GRASS 2 LBS. SEASONAL NURSE CROP20 LBS. DOOoo ENDWALL 150 LBS. ��■ a LOW -MAINTENANCE SLOPE (STEEPER THAN 3:1) 4111 �� DLIE] TOE OF ' SEE SLOPE STABILIZATION SEED MIX . FILL CULVERT O LL 1 TEMPORARY RIGHT-OF-WAY DIVERSIONS ' USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES AS STATED BELOW: DISTANCE IS 6' MINIMUM FEBRUARY 16TH THROUGH APRIL.................................. ANNUAL RYE TOE OF IF FLOW IS TOWARD MAY 1ST THROUGH AUGUST 15TH ............................ FOXTAIL MILLET PERSPECTIVE VIEW FILL EMBANKMENT SILT VDOT#21ASTONE MN AUGUST 16TH THROUGH OCTOBER ............................... ANNUAL RYE FENCE NOVEMBER THROUGH FEBRUARY 15TH........................ WINTER RYE " SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF d+," ° FLOW "OPTIONAL STONE COMBINATION FARMVILLE, VA MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL ;w;, " OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU OF CROWNVETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEED ,, ,;' o I(•-�•I�� MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE 5' ADDED TO ANY SLOPE OR LOW -MAINTENANCE MIX DURING WARMER ! "'J CVMINIMUM SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES. TYPICAL GRAVEL STRUCTURE "I WRA FABRIC FLOW- 2.5 yj LINE POST CONVENTIONAL �yl 10 GROUND LINE I"� MAX. N��B SOR BRACINc� MAX "VDOT #3, #357, #5, #56 OR #57 COARSE CLASS I 5' MIN. CONCRETE FOOTING AGGREGATE TO REPLACE SILT FENCE IN " RIPRAP 3.11-1 TS 3.32 PERSPECTIVE VIEW PERSPECTIVE VIEW SAF PLASTIC FENCE METAL FENCE 3.10 HORSESHOE " WHEN HIGH VELOCITY OF FLOW CI IS EXPECTED 3.08-1 TEMPORARY RIGHT-OF-WAY DIVERSION IPERMANENT SEEDING MIX FOR PIEDMONT AREA SAFETY FENCE CULVERT INLET PROTECTION No Scale No Scale No Scale No Scale Vhx D O VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. bemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 kD. ld Lie. No. 53741 12/1/26 J ta- Checked By Designed By Drawn By ISSUES AND REVISIONS B. CICHOCKI K. ROESER K. ROESER 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 EROSION & SEDIMENT CONTROL NOTES & DETAILS C3ml ILIHD : . I \ JN TP iOP-6$9.33' I I I , �'� / i ' , INV. IN= 83.5a . 75.'''- I-. (N): I I III /�� - I } / \ // \ INV. 1N=6 ,.:40' INV. N; 044.13' 4" (BLD) coNc. ' INV. O fi83:40' 15'° RCP . _ _ I FFE=69If 00R /CAN �Y ' / COLUMN / I i qYP ' (THRESHOLD) MF" / �G 1.010 TYP. 60 ICLATI,1', 3' (W) DOOR / o� I / DID .20'8"PVC / Nil IP SD INLET (GRATE) TOP=689.00' INV. OUT=68500' 15"RCP I 3' (W) DOOR UGP FFE=693.46' CONC. ' ' \\ 70f (THRESHOLD) / /C-1p / /\ CONC. �s'L�y BOP92.84✓ /VAULT �° 6' (W) DBL. DOOR / IP / 6' DELI FFE=693.44' \ If ' /� ' j' / \I 3' (W) DOOR FO 6' (W) DBL. DOOR FFE=693.43' C / �/ I� UGP \-- (VVEL �) LE / 41 �\ O INLET T O NYLO TOP=691.85' BLD LINE7:PLANTER ) DBL. D APPROXIMATELOC / BACK -FLAW NV OUT=68L30'12"HOPE FFE=693.43' EX COMM SKETC D COOLING IN BASED ONT 1 \ / / / / -� - -TOWER ON CONC. PAD AVAILABLE ATA LIMITS OF DISTURBANCE / APPbx 5.41 AC ' VAULTS ? .APPROX' BO� h r" /I / 6' (W) DBL. DOOR / /g5 ®/ FFE=7033' -LEVEL MASONRY, BLOCK & FRAME AP ROX. C. IEXI TING SCHOOL FACILITY / UNDErR ROU#UEL^aINE CROZETE.S. / R r ' I Jli 2 / / _ - (1407 CROZET AVENUE) / y�, Cf / O U I 11 \ FF(W) DBL3. DOOR 6' (W) DBL. DO R 15' WIDTH UN ERGROUND / 1 - / / / \ / UTILITY EASEMEN FORVIRGIN CONC. S ELECTRIC BOWER COMPgNY , / / / '� 4<PINE \ ® r - 23 RI OB. 1fOZP .3f0 I /l/ I 1 \ OF WA ERLNE / 3 \ \ X (W) DBL. I w DOOR _ _ KET E BASED '-- ------ �N A SA G/S CONC a I \ e 1 \� \ I \\ `\ WALL_ I /TOP=698.05' yl I Ia I Q / <m` _ \ b q 701 b SWKC. I I INV. 1N=680.35'8"PVC I I \ 115"P/ E \ _ _ _ \ AV, _ Y II INV OUT=680.25' & PVC I i IIII i ( I \iSi' PINE " - \ 72" DEC 8'"'BEC 8" DEC - - _ \ I \ III I III I \ CONC. SWK I \ \ \ \ CURB \ \ \ r CURB I I I \\ I I I I \ EP / ill EP I \ III I 6. 0� -? - - I I I / I V I �I \ II I I I -I W \ �I W IifaO SDICURB TW`GATE O -696' INOUT615"RCP _ 8" b - 6" \ UGP �UG - UGII ILI I /---------- ----- \ \ cJRB conic. s TP \ z 1 ---15"RCP--- / \ I DEC \ LBEEN a SD CURB INLET W/ MWD I / IN1N9 = V. 691.9215"RCP M / I I Z I / I INV.OU7=691.8T p5" RCP v¢i I / / I j I / / I ASPHALT 1 (12 SPACES) I �\°° (5 SPACES) ^ / U - UGP- ,Z- - - iatT U P r / - -UGP- � \ 12" DEC CURBCL \ / I ' I I EP I I X _ , CURB \�\ I�'II a II I I _ ----/_ - - C-KTMP 6-64 SETBA ROBERTS. &BLAIR R. ANPERSO�/4- 700 ONT DB. 1871,IPG.34 ----------- - - - --- ZONED: RA(RUALA*AS) `L- --\\--------------- - r---- / �\ \ E IIII I ` 1� _>��S ='�'WMI111111111111WEI - - - - - - - -O _ _ \ FOR AL9'EMARLE COUNTY 1 SERV/CEAUTHORITY I I I I dt TP \ i \ DB. \l �63, PG. 28 I � I Oy12 I / 8" DEC / 1 I I 8"DEC TP 1 ---UFO UFO TP I I I I 12" ' 12" DEC - _ _ _ rP APPROX. TREE TIP < I I \ VARIABLE WIDTH POLE LINE I DRIPLINE(TYP.) , / 15"AMP EASEMENT FOR VIRGINIA o , / INV. (IN)=098.95 I d ELECTRIC POWER COMPANY OB. 1101, PG. 310 CIP CONCRETE WASHOUT _ 56' N 11 °20'54"W CE _ o IVANA _ 0P _ \ --\ \\ CIP _--- - - - - -- Q -�dHo \` f - � - _ - cps dHo \ \ `\ STgTE ROUTE 810 �ROZET AVENUE li SAN _ AR. WIDTH'RN`1) (L GRAVEL \ dH0` DB. 1096 P1-- , ENTR. / MHS / ' EP / TOP=704.14' / INV. IN=692.25' 8" PVC INV. OUT=692.03 T // EP `/ I 1 -- - ---- -- -- -- --- -- - -- - -- - 1 / 12 SPACES CONc. \ ' _ CONC. STEPS _J �tANTER 2 TREAW, / A p) Y �\ \ \ \ \ ` \ \ ` \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ Co N _3-RISERS _ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ < ` \ \ \ \ \\ \ \\ \ \\� / \ ST GEORGE PROPERTIES, LLC R\\ \\\ \ \\ / 1.3'(W) \18"DEG. \ t \ \ \ \ \ \ \ \ \ \ \ _ _ \_WQOD PED. \ \\oo \ \ \ \ \ \ \\\ \ \ / \ DB. 4967, PG. 722 CONC. WALL \ \ \\\ BRINE \ \ \ \ \ \ \\ \ \ \ \\ \ \ \\ I / \ ZONED.' R2 1.3' W 3' (W) DOOR C \ \ \ \ \ \ \ \ \ \ \ ` K 2b \ \ \ \ \ \ \ O FFE=693.45' se\ \ \ \ \ I (THRESHOLD) \ ` \ \ \ \ \ \ \ \ \ \ \ \ ` \ \ \ \ \ \ \ \ \ \ \ ` \ \\\\\\ COLUMN -Tm\ \\ \ \\\2\ \ \\ 6 \\ \\ \ \ \\ \ \\ \ \ \ \ \\\\\\\\\\\ 1\ \1 I I \\ I I\I II I I I ( \ \ MHS 1.010 TYP. 6s TOP= 676.>3' 3(W(BREEZEWAY) PVC` 6' INV. OU7665.638"PVCDOOR \\\\ Q C, 12" D1kC ��, CONIC. Il A \ > ® \ \ \ \ \ l I I \ \ ♦ \ \`'y\ \ \ \ \ \ \ I 1 I I I I I I I I� I 3' (W) DOOR \ \ \ \ \ CONC. FFE=693.45' \ \ - 3' (W) DOOR \ \ \ I I I I I z E� MECI-% .6"QEWP=69283' (THRESHOLD) / \ FFE=681.36' \ \ \ =689.90' \ \ - ` \ \ I 1\ CD I (BSMr) YARDATC -SEES ETC \ 1 o I I Milk mmmmmon 6"D \ �� \ \ \ \ \ \ \ T x i' NYLO ® \ � ` \ \ \ \ I \ \ \ \ \ \ \ \ INLET( TYP) I P _ S7 FFE=693.42' L 1 w�D \� 5 (2) HVAC ON FFE=704.2T L2 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ TOP=692. 1 \ CONC. PAD \ STEPS B0T=690.5 / \ \ lhf(RAIL \ \ \ \ \ \ \ \ I I \ \ \ \ \ \ J 6' (W) DBL. \ 1 1 \ \ \ \ \ \ \ \k O I P CONC. FFE=693.43' Co�vC. WALL \ \ \ \ \ \ \ 2 1 I \ \ \ \ F C (W) \ \ \ \ \ \ \ \ \ \\ 6s \ 1 \ \ \\\ \ \ 6' (W) DBL. DOOR 3' (W) DOOR EXT. (GROUND) FFE=693.43' STAIR \ \ \ �\ \ \ \ \ \\\ \I 1 I \\\\\\\\ \ N FFE=693.40' LEVEL 1 \ I I \ \ \ \ \ \\ BLD LINE ) 1 - - - - - - \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \\ \ It 6' (W) DBL. DOOR ) b �'^✓" _ - - - - - _ _ \ ` \ ` \ \ \ \ \ \ \ \ \ \ \ \\ \\\ 1 \ 1 1 FFE=693.43' 3' (W) DOOR (3y10"DEC - - _ - - _ \ \ ` \ \ \� \ \ \ \ \ \ \� 1 \ \ FFE=693. 62'61\ TMP 56-64E COUNTY SCHOOL BOARD OF \\ \ \ \ \ SAN \ \ \ ALBEMARLE COUNTY, VIRGINIA DB. 1044, PG. 498\\ DB. 1098, PG. 703 CONC STAIRS ZONED. RA (RURAL AREAS) W/RAIL = W GOAL I GOAL 11 11 I Z6 I 6' (W) DBL. DOOR \ ASPHALT FFE=704.32' 1 1 I I �' )1,..,, 6' (W) DBL. DOOR `6. I I 1 I I I I I \ 1 \ \ Mr 6 \ \ \\ \ \ GONG. s9 1 I I I 1 I I 1 \ TO-67C.66' \ fFE=704.30' - STAIRS \H Ell Q I I 1 /NV. )\N=664.93'8' VgfN) \ I I I I I 1 I \\ INV lfV=664.87' 8" �C (I�) CANOPY \ EP / I 11 I II I 11 I � � I IN C�L`T=664.84' PVC\\ \\\ \ \ I \ \ \\ \\ \\ 3' W DOOR U) / I I I I I \ APPJQ - AREAS d \ \ \\\\ \\ ( ) _ = I I 1 I \ RI' EN7G ) -PLANT WH/pS \ \ \ FFE=693.55' \ ,/ I/ I I I I I \ \ \\ I - \ \ WALL)-__'103- 1.57wr - CONC. - _ - \69p, TP \ �;. \ 1 1 ,1 1 I \ CONC. I y / ' i ?JJ ` - _ \ \ \ \ 6cvo / / I I 1 S. S. F CONC. DIVERSION �T \ \ I 1 11 1 \ W/MHD 1 I \ -702 ' � \ \ '; \ _; . \ \ \ , / / / / , �/ / 1 \ I I �TO>_=67796' 10o CIP \\ \ i &" DEC 8"DEC 8"DEC \ �\.j.;\'�;.�' \ I \ \ \ \ \ dL \ \ \\\\ \ \\\ \ \ \ - s \ I ..:: �''�•'` \ ` \ / / I ' I \ \ \ SSFLqAF / �\ / CONIC. SWK CURB EP 102 \ TP :V..I \ \ I \ \ \ . \ \ : \ \ I � \ \ LIM S DISTUR�ANCE \ \ \ / _ I 'INV'©t'J�r=68�3: T- TP C,ONC. SWK -- I--- 5„RCP VC. -- / a \ 5"RCP SD CURB \ 1 /NV/N=687. 7'ffi\"RP IP DEC IP \ I INV O T=687. 5'15"Rr o \ \ \ \ \ \ \\ MEN!! MEMO NEW Moll (12 SPACES) SD B/NLET W/MHO ': \�;\'.tP� \ \ \ \ \ \ 1 \ \ \ 11 \\ `INV.O =686.33'15"RCP \: LLL:::. s, ..p \ \ \STEP LOPS \ \ \\ \ \ \\ \ \ \ \ A \\ ASPHALT 69 , Q' /,p \ (M'IANAG�D) \ o \ 1 \ \ \ \ \ \ zr \ (SSPACES) ��pp \ \ (12 SPACES) `696 \ \ I• :I: : ' I I I INV 1�1=691.50; \ \ \ \ \ \ \ \ o /\ l \IV EP CURB / ---UGP 122_DEC I-- \'��J �P - - UGP- = -UGP- - IdG _ / / UG UGP- _ - \ \ \ \ \ \ \ \ 12" DEC CURB 1 - g )" pry 474 5 mi _now _' OPEN 0/JD�\ ' 75, FRONT SETBACK / I ICONCREr WA QUT \ \ SSF \ \ \ \ \ \ \\ \ \ / EP \ S� , / / / 1 1 1 1 \ \\ \\ \ \\\\\\\ CURB \ ' / / / \ \ \ \ \ \ `\ \ SAF SAF/ / / / / I i I \ 0 \ TP \ \ \ \ \ \ SAF / ' /' ' / / \\ \� RIND \ \ \ \\ \ \\ 400 SIF o° / TIP CE ��\ 6"P/PE TP TP '' TP TP q TP \ INV=681.56' _ _ - - ' _ _ i b ' / 8"D�C \ - OPP. END NOT FND_ _ _ I _ _ I -1 6"DEC / / 8"D O ' - y � � 6�OPC 3VIP N / A�PFROX THE TP- z / 6"D 6"DEC 5' - _ J OR/PLINE(TYP. N6°50'47" o/ - - _--- - - - )- --UFO �' �' �_ _ �' F _-'' ® SF 5"CMp - - _--- CIP----- - - - - -- - -- --'-' - _-GONTRAC_TOR-Tfl TREE- /-NV-(BUi)=694�11 - _ _ -=� _ = _ _ _�_ _ - - - - - - - - ( -BRANCFTES TO AEL9W FOR �6B INSTALLATION OF \ \ CO�1ST[RUCTION ENTRANCE 15" CMP_ - \ - _ ` \ \ EP EROSION CONTROL LEGEND LIMITS OF CLEARING AND GRADING - d _ \ EP \ \ . \ \ \ \ \� \� \ \ SOIL AREA DIVIDE \ 1 \ \ \ \ \ \ \ \ \ o ) SAF SAF SAFETY FENCE 3.01 MEMO \\ OWN EP CE CONSTRUCTION ENTRANCE 3.02 I Xv \ � mono �� SUPER SILT FENCE 3.05 1 XX vim. o /o / / / / \ CONCH��n SILT FENCE 3.05 \ / j / / / ,/ / 1 \/ 1 \ __ .UFO \\ 1 1_ I / / \ `\ ® \UFO /' IP ® INLET PROTECTION 3.07 I\ ) I / / EP 1 \ \ UFO _ CIP ® CULVERT INLET PROTECTION 3.08 mom// CURB \ _ 1SUF0- 1--------` UFO-=r-----�`� -/ /' ' / �-'OHP EP \ \ _ \�UFO � OHP� / DID �F DIVERSION DIKE 3.09 \ �UF'\ ___ �� \ / OH , W_\ _ - _ \ \ \ I 1 1 H I MHD ' RWD -=-wow� RIGHT OF WAY DIVERSION 3.11 11111 15 R TOP=686 OHP�T INV 1N=685.26' 18 ", H"OPE _ ST SEDIMENT TRAP 3.13101n cllaa Ina ar nIu noun dH0 i _ - / O \ - \ Ohr- I 6Z INV. UUI=687.78'78''r/UI't CONC. SWK / -� _ \ / _ \ / ' I I / I IOHF TEMPORARY SEEDING 3.31 2.-Z05:. l / C&G �. r,�: ;•r; ._. -_ -_- T E\ \ `/D- II �1 i l / / / E8 OVN PS PERMANENT SEEDING 3.32 . _ _ - . _ :7pp\ /�\ _ // TMP 56-61156-62 _-NV-OUT..=694.'1,2' _- S"•l3CP \ \ / COUNTY OFALBEMARLE, VIRGINIA 77 �'':':-'�:- V / MHD DB.1132,PG.262 ` MU MULCHING 3.35 CONC. SWK _ - ._ _ TOP=6957T ZONED: R2 --_ _ - - -:: -_ - \ \ \ \ \ ----_ - / INV. IN=691.71'15"RCP - - - _ - _ - - \ \ \ \ \ - INV. OUT=691.62'18"HOPE TP TP TREE PROTECTION 3.38 �� - - - - - - - - - - =• - m \ _ NOTE:CONTRACTOR TO COORDINATE SAFETY FENCE SCALE 1- 20' LOCATIONS WITH SCHOOL TO ENSURE EMERGENCY DC DUST CONTROL 3.39 SD INLET (GRATE) EGRESS PATHS ARE MAINTAINED. CONTRACTOR TO ADJUST ' 09 - - / _ STEEP SLOPES (MANAGED) TOP=700.09' 0 SAFETY FENCE AS NEEDED DURING CONSTRUCTION TO 20' 40' r _ INV IN=694.04' 15"RCP ENSURE SAFETY OF STUDENTS AND FACULTY AT ALL TIMES. / TSD TEMPORARY SLOPE DRAIN 3.15 / b o ° INV OUT=693.94' 15" RCP "VIRGINIA ` * EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER b V hx D O VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • bemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 Checked By Designed By Drawn By vj kD. Cichocld 'Z lie. No. 53741 12AI/26 A 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 EROSION & SEDIMENT CONTROL PLAN - PHASE C3.2 - -ROCK / EROSION CONTROL LEGEND / 1 I \\ \ \ \ ARMOR / \ I coAL \ 1 / ' \,' LIMITS OF CLEARING AND GRADING \ \ I I / � ' / / / / ` Yr * SOIL AREA DIVIDE II I i ` \\\\\ SAF -SAF SAFETY FENCE 3.01 CE CONSTRUCTION ENTRANCE 3.02 SF X X SUPER SILT FENCE 3.05 \ROCKARM�R SSF XXXX SILT FENCE 3.05 / IP ® INLET PROTECTION 3.07 1 1 \ \ CULVERT INLET PROTECTION 3.08 26C3/!--\I\ I DD �� DIVERSION DIKE 3.09 A_x \I/Z /',/ PI_ RIGHT OF WAY DIVERSION 3.11 I 1 / / / , ST SEDIMENT TRAP 3.13 \ / / t/ / I I / / / OP OUTLET PROTECTION 3.18 ,- 1 I II \ I T$ TEMPORARY SEEDING 3.31 (3)TENNISCOURTS (36'x-18I I \ \ I J II 1 1 II I I 2 PS PERMANENT SEEDING 3.32 MU MULCHING 3.35 y I I 1 I I I GRAVE LANE TP TP TREE PROTECTION 3.38 DC DUST CONTROL 3.39 II I TSD TEMPORARY SLOPE DRAIN 3.15 I %I I I 1 \ \ 1 I I 1 11 / /IT// - l; . / I \ I / / / / / / / / x * "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER L\ 1 I 1 BLOCKR<TAINING I' I ' WALL 1.0' 6W)y/l l , / , NOTE: CONTRACTOR TO COORDINATE SAFETY FENCE \ I I I 1' � � LOCATIONS WITH SCHOOL TO ENSURE EMERGENCY _ SSF I I - I \ / I / I:: I � EGRESS PATHS ARE MAINTAINED. CONTRACTOR TO ADJUST SAFETY FENCE AS NEEDED DURING CONSTRUCTION TO ENSURE SAFETY OF STUDENTS AND FACULTY AT ALL TIMES. la:t:i j: I 00000 '.r:..l.,.,,1; h V / 1 ; xI, 1,' I n Co I:!'J: CONTRACTOR STAGING - I I I I? AND STORAGk AREA m N23 °31'S6"W \ - ` I I '� II I I I II 1 1: :. \ \ \ \ \ 1 `\ I I !y 00 MHS - - - - TOP=670.43' \ I I I INV IN=662.97' 8"PVC (SJ j ° V. W \ I -LINK E UININ=663.21'8'PVC (W) \ �� I I \ \ \ ' 1 I I' 1 ' I I I I '1: ; 1 I.; \ \ \ \ I I 1 / INV. OUT=662.78' 8"PV z l 1 I \ I I I / II I MHSSLOPES .;STEEP (MANAGED) J;TOP=670. I INV. T3. 56'8" Q INVOU=663.09' 8" PVC / I `\ , ► 1- I I `\ 1 II 8C3TP GRAVEL AREA I- A I I I I I I I I V I I A \I V A 1 1 1 - w I 1 \ I I I 1 I v \ TMP 56-64E IRBANCED STU\ COUNTY SCHOOL BOARD OF ILIMITS OF \ \ \ \ \ 1\ 1\ \1 \ \ r 5.41 AC ALBEMARLE COUNTY, VIRGINIA-- \ - DB. 1044, PG. 498 I 1 \ 1 \ to DB. 1098, PG. 703 \ \ \ \ \ 1 1 \ ZONED: RA (RURAL AREAS) I II II \ \ \ 1 \ \ 1 1 I o \ I TOTAL DRAINAGE AREA 0.49 1 1 II I 513 \ 1\ \ 1 \ I I I I SSF I \ \ \ \ \ I I I I TMP 6A1-1-73B3 ACRES C=0.36,610=0.88CFS I I I I \ \ \ 1 1 1 \ ELIZABE7 . PEDERSON OR \ J. JU IN TAYLOR O _ 3.05 MAX ALLOWABLE DA =1 AC I I \ 1 1 m I _ \ \ ` 1 OB. ONE PG. 150 MHS MAXI ALLOWABLE FLOW =1 CFS I 1 ` \ I 1 1 \ Z01yED.' R2 TOP=67762' 1 / INV. 1N=670.82'8"PVC cs 1 1 I I I I / I I I Il f_____________- 1 INV. OUT=670.54'8"PVC \ \ \ 1 \ / GOAL I , - _- ANN mom oe Lm \ _ I Sow lowIREE \\ q \ \ \ \ \ \ -Z \ \ \ I I I I \ EG L - l l I 8' EC I.LINE(TYP.)CJD�� 1 / / \ \/ SSF lifts\WMA\ \ `\ 15"DEC \ \ \\. \ \\ N 1 \a - - - - - I 9 / I / SSF - TP / / \ ` rn� \ \ \ \ \ �\ \ \ \\\ \ \� 11 N EP IDD\ \ 0 \\ � 1 \ `� L \ \ Cm \\ `S� I STI PSi P I I I JI I // / / iMANAG B / \ TP / ( 1 SHI\ I \ / --\ ES N GRAV -� _ SSF TMP 56-64 / / / / MTL. - - - - - - - \ 2b \ \ \ \ I \ I \ ` ` ' I I I / BENCH _ TP \ \ I \ ROBERTS. & ) \ \ \ I I ' Sh I I ` - / / / MULCH (MANAGED) TEEP SLOPES \ \ \ \ \ \ I \ `\ ` 1 11 I / q 1 BE % _MTL. BLA/R R. ANDERSON . 1 I I / , t } / \ GAME /,� �/ - / (SWING)PLAYAREA_ V j :\ I I I I I I 12" DE�\ / \ I -B H / (SWINGS) D8. 1871, PG. 34 17 \ \ / \ Mrz. \ 1 \ ZONED: RA RURAL AREAS j: :::1 : \ \ / \ I \ ' I / // / \ TP 5"OfiC >5"DEC \BENCH ( ) I EC \ I \ \ \\ \ \ / I MULCHPLAYAREA / / \ \ \\ N-LINK \ ' I (SET W/ SLIDES (RAMP) sue"' \ \ \ 1\'G \ \ \ \ \ 1 I \ \ \ \ \ \\ \ _ DEC `v ENc S�ONE W RAMP) (SEE VFCH STANDARDS)/ / / / \ TP I II D,4Y\STAGING�` \ \ \ \ I1 I I 1 �/ \ 1 �) , I I SW BIO T�CO-686,77'\I \ \ I - PORDER CLA I RIPRAP / / L I I \ \ \ \ m � I I \ l ORDER �i / ANP S�[ORAGE \ \ z qd \ %' r(co=ssss4' I \\ \ \ o33yw) L�4.7S / P / I \ ' k "" \ 1 -W = 12' S PLASTIC , \ \ \ \ \ \ 10"DEC\ \ \ \ \\ \ I = \ ASPHALT 0.0O33(WJ / MULCH _ / I D=2.00' - - y ./ / /� I PLAYAREA `\\ I \\ \ \ SSF \ \ \ \ STEEP SLOPES - I (' : / :[p. / , = I I ❑ I P \ \ \ / I / // ASPHALT (CRITICAL SLOPES) - ! :/; : I I a \ \ ¢ / / / l (✓-GYM) \ 2 I \ \ \ \ \ \ \ \ \ \ \ ' I / 1 PLASTI S \\ \ I TP / / gF \_ 'oRDER ROCK RMOR l I I \ �p 0" 1 8 \ \ \ \ \ \ \ \ \ \ \ \ \ I \ � '` \ ' _' - = H IML=sso.4� !-"Rcp 1J18[N-LINK o •_ - - \ -INV.=680.44 CIP FENCl �` ` _ - \ 1 ENT / _ \ \ 1 \ �b `\ ` 2 ARY SEWER EASEMENT SWK. _ ! / \ ASPHALT I \ '�' \ \ \ L )D0.,4RLE COUNTY\ \ \ \ \\ \ 1 - - - _ PATH S C AUThIeRITY \ \ \ \ \ \ 'OPEN' 8 (71 I P / ` I - \ \ ' \ \ \ \ \ \ \ / SEDIMENTT P h \ ND /i/ \ - - 5"RCPy]!/FES - \\ \ i \ DB. PG. 96 uND '/� / INifour=sB2.02' G _ / `\ \ \ _ / \ 40' ST1 ✓ / / �C -685 , - - _ _ - \ \ \ \ \ I \ \ \ \ LIMITS OF D TURBAN E \ \ \ M \ \ \\1 11 \ / 0.79 ACRE DRAINAGE AREA /: (, I I I 6"D STORAGE REQUIRED: 105.9 CY \ j - - - - - - - - - - S8s SF ` \ I \ \ \ - 5.41 AC \ ` \ � 11 1 r I II I AL STORAGE PROVIDED: 108.5 Clf 3Y' / /L - - - - - - - ' - - - - - - \ \ \ I \ \ \ \ \ ` \ \ \ \ U \ 1\\ 1 BOTTOM OF TRAP ELEV: 682.9 -/ \/ / / LONG - - - - , - - - - �, - \I \ \ \ \ �ds \ \ \ \ \ \ mi \ 1\\\`I U1 a \ TOP OF DAM ELEV: 686.0 / i _/ - / / CANTER _ - - \ - - ONG RAM - \ \ \ \ \ \ \ `\ \ \ \ \ \ \ ? N _ _ _ 688 a / /, i' / /'� - - L'STEPS \ \ G _ _ _ - \ \ \ \ \ \ / ` \ J 1 1 \ \S \ \ \ \ \ C1 \ \\\\\ 1 00 / \ I hl U' / / PH. WALK TREAD \ 1 \ T P-676.38' Off TO DAYLIGHT (TY �i / / SOON 9 CIVIDE TEMPORARY 15'; \ ` \ \ \ \ \ \ \ 1 (NV. 1N=668.15'8"PVC \ \ _�iOE D EE TO DIVERT CtEQN WATER \ \ \ \ \ lluu UT=667.83'8"PVC AROUN Sl LLATION OF NEW STORM SEWER I , \N ECFIO TO EXISTING 15" STORM \ \ \ \N I \ \ \ \ , \ \ \ \ \ \ MATCH INE - SEE\SHEET3.2 \ \ \ \ v� / MHD : / 1 I \ ///I \ D TP \111f\ \ \� \\ \ \ \\ \ \ \ \ _ -\ CONIC. \ \ \ \ \ \ \ \ \ %ANTER \ \ \ \ \ \ \ \ \ GONG.. STEPS A Y \ \ \ \ \ \ \ \ lNV lN= 53.56' 95':RGR (N): - 69 - 2 TREA45, INV. 1N=6 3.:40' 12'°HDP.E:(Wf : - - - INV. M= 684,43' A": BLD - �®�, J / 5 GONC. - _ `y4vL./' \ \ \ \ \ \ ` \ \ ��- _ \ \ \ \ \ \ \ \ \ \ Q@ / TMP 56A1-1-7382 INV. O -683:40' 15'! RCP Wnv�u" \ \ \ \ _ \ \ CONIC. \ \ \ \ \ e \ ` ` \ \ y` \ \ / \ ST GEORGE PROPERTIES, LLC CONIC. WALL \ �\ \ \ \ \ \� \ \ \ \\ \ 1.3• �, �18" DEG t \ \ \ \ \ \ -WQOD PED. \ o \ \ \ \ \ \ \\ / \ OB. 4967, PG. 722 3' (W) DOOR\�E ZONED.' R2 GONG. WALL \ O/L�'AN �Y / x FFE=6900R 1.3'(Wl \�`\\\ \\ Q J FFE=693.45' \ \ \ \ \ (Al \ Y \ / , \ \ \ \ \ \ \ \ I \ (THRESHOLD) \ \ \ \ \ \ \ \ \ \ ) / COLUMN (THRESHOLD) / ' \ \ \ \ \ \ \ \ \ \ \\ \ I /TYP ) �- 6' 1.010 TYP. \ COLUMN \ \ \ \ \ \ 6+ \ \ \ \ \ \ MHS (W) DOOR ' 1.0' O TYP. ` \ \ '�90 \ \ \ \ \ \ 6d\ \ �\\ \ \ \ m ` \\ \ \ �S \ \ \ \ \ 8 �1VAPOP=676.13' C-LAr / (BREEZEWAY) 3'(W) \ \ \ \ \ \ \ \ v �1 \ \\ OU66665.63'8'VPVC DID 4'8",PVC (NW) / DOOR \ \ ` \ \ \ \ Y; ? \ I \ \ �\ INV.- P84' \ / ` \ \ \ \ \ \ \ \ \ \ \ \ \ \ `\\� \ \\ \1 12"D C \ \ \ \ \ \ \ \ \\ I I I Q OZ \ \ \ \ \ \ ` \ \ \ ` \ 26 \ \ \ I I 1 I I I I \ 1p 6 :IL1�11 SD INLET (GRATE) I � ' , I CONIC. I l _ < I $t1M F 1"=2 i \ TOP=689.00' '� \ I 11r \ \ \ \ \ / q q 3'(Wf DOOR \ \ \ INV. OUT=685.00' 15" RCP / / / 3' (W) DOOR I 1 \ CONIC. FFE=693.45' \ ` \ \ ®\ \ ® I 3' WOOR ` \ \ \ \ \\ I III \ UGP -,` , `, FFE=693.46' CONC. ' \ 1 fi,� ( MEC/-/�01 I O I I I 40' I (THRESHOLD) , , \ TOP9�" E� QECDP-69283' (THRESHOLD) !\ FFE=681.36' =6lii Gii%/�T=689.901, \ \ _ (BSMT.) YARD V iV\ I ) O VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com •000 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • rbemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 "M Checked By Designed By Drawn By kD. Lie. No. 53741 12AI/26 ti B. CICHOCKI K. ROESER K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL 1 FINAL SITE PLAN 8 WPO PLAN SUBMISSION 2 FINAL SITE PLAN RESUBMISSION #1 3 WPO PLAN RESUBMISSION #1 DATE 10.AUG.2020 25.NOV.2020 02.DEC.2020 EROSION & SEDIMENT CONTROL PLAN - PHASE C33 rytHp:: 1 I ,\ � TP � G INV. lN(3.40'12`HDPE:,(0 5'':l7GP (N): :: /, i / ,I C j / �\ /' _ 692 INV. IN=6 INV 347(&LINV. O0'15"RCP:: /Jr / �G. CO 690 Cr CONC. AOpT e6 / n ' TOP =fi92 84' ELEC. 0� i'i 8 0. VAULT ( N. t _ ' -AN ER \ CONC COS7EPS J B 2 TREA4S. \ 3-RI S \ TMP 56A1-1-7382 ST. GEORGE PROPERTIES, LLC ALL C'ON\\\\ \\ \ �� `\ ZONED.'R2 q /\ \ \ \ \It w) 090 Y) \ \ ` \ \ \ \ \ I \ \ PVC` \ \ \ P 12"DECRk / \ 1 IIII \\ \\\%d\ \ Imo Epp I \ \ \\\ \\\ \ \\\ 1 I I'll, `I \\ I� ^ \\ /\ ® \ \WU \ \ �b6 I�I 1 \ \ \ \\\ \ ® \ \ I I \ l 1 CONC. \ \ \ \ \\ \ \ I I I I I I I Z T=689.99' \ , \ , �- , . , ` A L I EE SHEET O�. � I'I ; mmm1♦ �_ 41 -rxVNYLo \ ❑ "\\ \ \ \ \ \ \\ \\\ \\ 11\ 1 I ��1\\\\\\\\\ \ INLET(TYP) IP 1 r TS / I IP / "DES IP BTOP=692.6 '- \ \ �\ \\'.\\\ \ \ / 6 _ \ OT-690.50' II\ \ \ \ \ \ \ \ W 11I DC _ ,% ' 6{ \-- CONC. 0 0 IP CONC. DID CONC. N / / P PLANTER (TYP) , (o - - SO INLET TEMP. ABOVE GROUND _ ) PROPOSED - _ _ _ _ _ \ \ \ \ \ \ \ 1 \ \ \\ \\\ \ VONYLOTOP=681.85' OIL TANK LOCATION MOVEMENT APPROXIMATE LOC / / / ' a'o \ INV. our=687.30. 12"HDPE / 7 ADDITION EX COMM SKETCHED / - - / _ - ELE . t COOLING _ - _ _ - - _ \ \ \ \ \ \ \ w \ L� IN BASED ON BEST i1TxI TOWER ON _ AVAILABLE DATA / / CONC PAD 1 \ TMP 56-64E .. I \ 1 I I I \ \ .� -pm \ \ \ \ I LIMITS OF DISTURBANCE COUNTY SCHOOL BOARD OF 1 \ \ s \ \ \ \ \ \ SAN \ = 5.41 AC 696 Z / 96r - ' - ' - - - - EXISTING CROZET ALBEMARLE COUNTY, VIRGIN/A ELEMENTARY DB. 1044, PG. 498 I I 1 q I \ o m�\ \ \ \� \ SCHOOL BUILDING DB. 1098, PG. 703 PROPOSED ZONED: RA (RURAL AREAS) \ \ 695 / ® / / KITCHEN \ - 1 \ � \ � � \ \ \ T r \ I I ,N I 1 APPROX.L C./EJ..ADDITION A I / UNDLIRGROU PUEl7\�INE Z C'W / - o� \ o� `JONC. STEPS I 2 TREADS, \ / I I \ \ \ \ \ \ \ \ PROPOSED CLASSROOM / ADDITION II 1I' II \ \ APP AREAS C1p_ _ - _ - _ _ _ - - - - - _ - - - - - > SSF RCEN7\\PLNTt7F, WHIPS \ \ \ \\ CONC \ \ \ \ \ / 1 \ wALL 3- \ -CONC- TIP WALL CONC. SSF CONC. DIVERSION W/MHD 702 _ 701- - CONCTOP=677.96 _ - N.SINK 11 1 \\\\ \\\. 1 UNDEIZDRAIN T� \ \ \ \ SSF DAY \ \ v LIG�.{ T \ I I I I \ �, l ` CONC. SWK \ \ / / CONC. SWK /' / SAF `> : \ \ \ I / 1 I I \ l �f I... CY / I I \ G yb \\ > ALL W BU &DS1-Fti/JRINCi TO ; CURB CURB \� : \ \ J I I I I \ I 1 1 I \\ EP / EP EP S \ \:.,: .�\\ \ N 1 a \ I I I \ I / I T. \ W . .. FO NDATION AL / \ s I I \ I I I I 69�- 6�9 �, I 1 \ \ \.�;\ i 11 + TP I \ \\ \ \ \ \ � SAF INSTALLATION I 1� 10� 6g9 {: SIGNIBY C NTKACOR) \ \ \ \ \ \ \ \ II SDIGURB INIIET W/GRATE TO-696.02' F/L \ \ O IN . OUT=6 .37' 15" RCP I I l \ \ b b / _ - I t : \� \:� \ ,` \ \ I - 41 ITS S-FURBA 1 I b --b� b b _ - $ - -$ / b_ b/ b \ oaeo\ rn\ \ \ \ s,• g•, s„ s„ � � � bS \ r \ ::\: \ \ � 1 = 41 A \ \ LA x/ - �� TP T P„RCP - - 95" RCP , ' cJR@ CONC. S T P ,- \ 5 TP gONC. SWK ----- -- - ---- -- -- -- ------ - - -- - 1---------- CONC, / Q \ 5"RCP I I I 1 / , / / _ SD CURB TW/M D ,��,� \ :\ \ \ \ \ (SEE VEISCH STANDIQR ) 1 b / ySIr�., \ L� \ \ \ \ \� STON WEIR �-696. 8'Y, s ,7 \ � ' \ \ \ \ \ \ I I P / \ \ INV. IN=687. T 1 "R P ,7T11` I P \. \ \ \ \ `s \ DES I I I II I I I IP 11 INV O T=687. I P DEC \ \ \ CLASS I�PRAP \ I I I I I I DEC //6 (12SPACES) r/ S ' = S )� I (12 SPACES) \ \\ \.\\\.\\\ \\ \\ \DD \ \\\ \ \ o\ \\\ \\ \ \ \\\ \ W_71F' \\ \ \ I I I I I I I I SD CURB INLET W/MWD / 1 \ \ SD B INLET W/MHD :\ : \ \ \ \ \ \ \ \ \ 9 1 a / _ TOP=696.53' \ : ;F \ \ \ \ \ \ \ \y��y - 3 N_ \\ TOP=696.62' / _ 1 \ �INU-68658'15"RCP / INV. IN=691.92 15"RCP M I _ \ 4 \ \STEP LOPS I I I W / _ _ _ - 1 \ INV O =686.33' >5" RCP \ (n { \ \ \ ANAG D ` I I 1 / 6g1 I INV. 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ANPERSON, ' � - - _ _ - , - DB. 1871,IPG. 34 II I N '�----------- - - - --- v 18" FC\ / ZONED: RA (RU AL A*AS) I - ` - - _ _ _ _ _ - - _ _01 - 9 most_ ` �� TP TIP / , ' flvaL CE 6"PIPE I Z I - ------------------ J \ / ___-` - TP TP TP TP END C � I- i / / 8" D�C \ OPP. END NOT FND_ I y _ / 8"DES , OQ \ \ \ \ / Y f i ' i ' 6�DtC 6" DEC / ,' / _ -- 5_ _-/ LAPROXTHE TP sALn, \ b 0 � � �' , _ � � Ta/PLINE(rYP. _ N6°50'47"W • I b'n;,5 8" DEC 1 / c� i Ta_ F _ _ _ _ _ _ _ - _ _ P d I I / - SF CIP - - - - -_ ---- - 12" DEC / / o- r -INV- (oUP)=694_§11 APPROX. TREE I.n TP - I ¢ I I DRIPLINE(TYP.) / 15" AMP , / / ' _-- -- - - - - - - _ ` \ _ TP 704. INV. (IN)=@9895'' -1- \ I I o \ , 95°CMP EP EROSION CONTROL LEGEND LIMITS OF CLEARING AND GRADING EP \ \ \ \ \� \ \ \ \ SOIL AREA DIVIDE CONCRETE WASHOUT i\ jr ' CIP \ \ \ \ \ -r , / / / \ .\ \ \ \ \ o \� SAF -SAF SAFETY FENCE 3.01 705 ��N11 °20'S4� 416i56'//- _ \ \ \ \ \ �\ \ CE CONSTRUCTION ENTRANCE 3.02 \ I \\ II IOI _ _ - --- I� - - CE _- __' ------ _ - \ \ \ EP - - - - - - - - - - - - - - - - - - \�� \ \ \ \------------ Z of /\ \ SF `X X SUPER SILT FENCE 3.05 ANA _ _ _ _ _ _ - - - yy,0 _ _ - _ p)O - - - - - _ _ _ \ \ \ C) 1 / I I / I /l , \ \ I CONC. SICVK SSF �cn�c- SILT FENCE 3.05 _ _ _-- -- - -EP \� \� \ I \ l / / / 05_ \ \ \ \ \ 1 \MONOI / ( / \ \ ® \ 11 ` / IP ® INLET PROTECTION 3.07 I \ _CIP _ Q 7 dH0 \ \ ` \ NUL\ I I / / EP \ \ \ -�/ / (20ZE _ �SAN� > dH0 \ ROUTE810' I ' -/ / CURB CULVERT INLET PROTECTION 3.08 - - / \ CIP i ---- OS \ STATE VAR. WIDTHIRM>) (L GRAVEL \ dH0 ` COB. 1096. PG. 741 / / / / EP \ \ \ - _ `- - - y \ , ' ' ' ENTR. / / C&G y \ \ _�,__--_---`�-� I -OHP / DID �� DIVERSION DIKE 3.09 OHP EP \ / _/ / _ ---- - L�� - - _ \ 1 RWD RIGHT OF WAY DIVERSION 3.11 I \' \ --____ r _ - I I bHP I MHD ' R _ _ .� _ _ - , -' c _ > > / / 1 IOHP�- TOP=688.72' ST SEDIMENT TRAP 3.13 __ �_ / 40 / / _ I INV. IN=685.26' 18"HOPE / CSC 11 _ _ _ - - - _ - �I I\ \ / 09 / - OHr- / / SD CURB INLET W/MHD INV OUT=683.14' 18" HOPE � / TOP=688.38' i _-__ HO _ _-� _ _ - - _ / � - _ _ _ I I I \ \ \ / OHP / t / INV 1N=68L24' 18"HOPE i \ / d OH / / / INV. OUT=681.18' 18"HDPE OP OUTLET PROTECTION 3.18 \ \ CONC. 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SCALE 1 "=20' 0 20' 40' DC DUST CONTROL 3.39 TSD _ = TEMPORARY SLOPE DRAIN 3.15 "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER 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 qu873 Checked By Designed By Drawn By Bryan D. Cichoeld Z Lie. No. 53741 B. CICHOCKI K. ROESER K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN 8 WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 EROSION & SEDIMENT CONTROL PLAN - PHASE II C3n4 ROCK ` \ ARMOR ` I \ 1 1 1 \\ D 1 ROCK ARM�R \ 11 / r I I I I 1 i I (3) TENNIS COURTS (36' x 18i I I \\ \\ II 1 I 1 I 1 I I I I I \ I I I I I Z I I \ I I I U \ I I I I I GRAVL LANE I I I I I I 1 \ I I I \ 1 I I x I I I / \ I I 1 I I Z I 1 TS DC 11 1 I I I I II \s I I Ego 1 i `90. Ir C I I 1 1 ► 1 I I \ CONTRACTOR STAGING I 1 I I AND STORAGIk AREA in cep L\ I / N \\ I I I 1 I I II II I II II II II I � SSF I I I. \\ \\ \ -✓-- � �O � III I II EROSION CONTROL LEGEND LIMITS OF CLEARING AND GRADING SOIL AREA DIVIDE SAF SAFETY FENCE 3.01 CE CONSTRUCTION ENTRANCE 3.02 SF X X SUPER SILT FENCE 3.05 SSF XX)0( SILT FENCE 3.05 i I IP INLET PROTECTION 3.07 CULVERT INLET PROTECTION 3.08 DIVERSION DIKE 3.09 PI_RIGHT OF WAY DIVERSION 3.11 ST SEDIMENT TRAP 3.13 OP OUTLET PROTECTION 3.18 TS TEMPORARY SEEDING 3.31 PS PERMANENT SEEDING 3.32 I 1 MU MULCHING 3.35 / // , / /� / / TP TP TREE PROTECTION 3.38 If / DC DUST CONTROL 3.39 TSD TEMPORARY SLOPE DRAIN 3.15 )/ / / / / ,' / * "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER CHRISTOPOB. 929, PG. YN M. SCOTT 1 1 :I • :1 : ' I : : I / / \ I 77 L i I / I/' ZONED: R2 BLOCKRATAIN/NG 1 I 1 :�I::I:•:�:1;I r / wALL1o•nwJ £8 OVN SCALE 1" 20' 0 20' 40' 'O ko N23031'56"W 25.17' I \ \ II - - - - - - - - \ \ �' �I• �14 : I: �`':: � � \ \ I I � to �•� / 1 STEEPSLOPES I / (MANAGED) I , 1 1 ; :: Q I \ I I I I I 1 II \\ I 3Tp I I I \ \ \ A I \ I I I \ \ \ \I 1 N m TMP 56-64E \ I I I I I I \ 1 \ 1 1 I p \ COUNTY SCHOOL BOARD OF \ I I I I I \ \ , 1 11v1 \ y \ I \ I I ALBEMARLE COUNTY, V/RG/NlA I I I I \ \ \ \\ 1 1 0 DB. 1044, PG. 498 LIMITS OF DISTURBANCE \ \ 1 \ I a ` I I I DB. 1098, PG. 703 \ I I I I 1 \ \ \ \ \ \ \ \ 1 m 1 \ = 5.41 AC I I � I I co I I I \ I I l I to \ I I I I Q0 I SF \ \ SID / 69p IP IP o \ \ I Ieo \ I ZONED: RA (RURAL AREAS) TMP56A1-1-73B3 ELIZABETH B. PEDERSON OR OBu 6/5, PG. 15 2D ZONED: R2 1 1 , I ------------ GOAL , No PPROX TREE / r5"D\ \ \ \ \ \ EC \ \`. \ \ N 1 a \k ST EP P 1 I _ - - TP o(mANAG - - 1 I � I, 12"DEIC 01 ♦ 88 �j ` \ SSF \ \ \ \ �. \ C)NZMANA 1 1 / 151, TMP56-64 , I I / i - - - -\_ I 1 _ / _ / /� S \ \ \ \\ \ \\ II \\\\\ \\ \11 I N -bSLOPE \ \ TP ROBERTS. & \ I I i'` -----� (MANAGED) / ♦ I\ ♦ \ \ \ \ \ ` I I \ 1 I BLAIR R. ANDERSON \ ' I I GAME :'\ I I I I I DB.11,PG. 34 \':4::t. 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SUBMITTAL DATE 1 FINAL SITE PLAN 8 WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 EROSION & SEDIMENT CONTROL PLAN - PHASE III C3n6 ROCK \ARMOR I \ I I v I j \ \ \ \ 1 ROCKARM�R II I I I I I \ r I I I I I \ I I I I \ \ 11 I I I I \ I I (3) TENNIS COURTS (36' x 18 J I \ \ \\ I I 2 I GRAVL LANE II ro' x I /,,J' I 111 11 i II i i \\ II 'II I II III I 1 Lm 'rm I I I I I I I 1 I I I I EXISTING SOCCER FIELD \ I 1 CD 00 mD 1 I I I II 1 I \\ c�io C690 - � L f \ I I 1 I I II I II I I 1 I I I SF SSF I I I I I EROSION CONTROL LEGEND / It/ / / \ LIMITS OF CLEARING AND GRADING If I / i , /li i I I \ \ SOIL AREA DIVIDE / /' // // /' SAF SAFETY FENCE 3.01 \\ I I / / / I / I ' / / / ' I I (\ ` \ CE CONSTRUCTION ENTRANCE 3.02 SF X X SUPER SILT FENCE 3.05 SSF XX SILT FENCE 3.05 I I If/' / / / IP INLET PROTECTION 3.07 CULVERT INLET PROTECTION 3.08 DIVERSION DIKE 3.09 PI_ RIGHT OF WAY DIVERSION 3.11 ST SEDIMENT TRAP 3.13 OP OUTLET PROTECTION 3.18 — II TS TEMPORARY SEEDING 3.31 PS PERMANENT SEEDING 3.32 MU MULCHING 3.35 TP TP TREE PROTECTION 3.38 If DC DUST CONTROL 3.39 TSD TEMPORARY SLOPE DRAIN 3.15 "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER CHRISTOPHER L. & JACLYN M. SCOT7 DB. 4929, PG. 177 L ZONED: R2 BLOCKR<TAINING WALL 1.0'6W) SCALE 1"=20' I 0 20' 40' \ I I \ :-:r:!:I:I:I: \ STEEP SLOPES I I I ; I: ; I: :: \ \ \ \ I I I I I I I I / (MANAGED) I all \1 \\ \\\11\ 11 11 \ I TMP 56-64E \ I I I I I \ \ \ \ I I LIMITS OF DISTURBANCE O \ 1 1 COUNTY SCHOOL BOARD OF \ I I I 5.41 AC I I \ I I T P y \ � ALBEMARLE COUNTY, V/RG/NlA I I I I \ \\ 1 \ \ DB. 1044, PG. 498 DB. 1098, PG, 703 I \ I I I I 1 \ \ \ \ \ \ 1 1 I \ ZONED: RA (RURAL AREAS) I I I \ \ 1 \ I I 1C I I I \ \ 11 /II II \\ \\ \\ \\ 11 \ I I TMP 56A 1-1-73B3 Q \\ \ \ \\ 1 \\ 1 1\ 11 11 ELIZAJ. TH JUSBTIN TAYLORNOR / I I I \ \ \ \ I 1 1 I J. DB. 1625, PG. 150 I ' I 1 1 M I 1 ' I / \ \ 1 1 1 ZONED.' 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Cichocld 'Z lie. No. 53741 12/1/26 A 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 EROSION & SEDIMENT CONTROL PLAN - PHASE IV C3n8 \\ - -ROCK \\ARMOR / \ �1 I 11 GOAL ROCKARM�R I / r (3) TENNIS COURTS (36' x 18i I 1 I I I ILU I I I \ I I I �Llu I I I \\I I I GRAV.�/ LANE I m' X 1 EXISTING SOCCER FIELD II \ I I 00 00 co I \s9 Ir 690 O to � 21 I 1 II y \\ 11 1 I II I II I ` ` I 1 SSF I II EROSION CONTROL LEGEND LIMITS OF CLEARING AND GRADING SOIL AREA DIVIDE SAF SAFETY FENCE 3.01 CE CONSTRUCTION ENTRANCE 3.02 I / SF X X SUPER SILT FENCE 3.05 SSF XX XX SILT FENCE 3.05 / I IP INLET PROTECTION 3.07 CULVERT INLET PROTECTION 3.08 DIVERSION DIKE 3.09 PI- RIGHT OF WAY DIVERSION 3.11 / ST SEDIMENT TRAP 3.13 OP OUTLET PROTECTION 3.18 �- II TS TEMPORARY SEEDING 3.31 PS PERMANENT SEEDING 3.32 MU MULCHING 3.35 / ; ; / / / / // / TP TP TREE PROTECTION 3.38 DC DUST CONTROL 3.39 I I TSD TEMPORARY SLOPE DRAIN 3.15 // /// // / / / / * "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER CHRISTOPDB. 4929, PG. 177 M. 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OUT=66563'8"PVC I I / ✓ II ''/ 9? ,/ / *Z \ \\ \\ \ \ \ \ \\ 12""D¢C \ \ G 1 _\f\\ \\ 93�GONG. >-69GONG. P es�'P=sszas' TO or=�II I II l I III II III IZamCONC. - I ' naa, I l \ V iV\ I ) O VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • bemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 Checked By Designed By Drawn By �f kD. Cichocld 'Z lie. No. 53741 12/i/26 A B. CICHOCKI K. ROESER K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN 8 WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 EROSION & SEDIMENT CONTROL PLAN - PHASE IV C3n9 :All 12"DEC V ... .. 6" CONCRE RISERS CONC \ \ \ q� a ?•. / / �H'HANDRAILS °a' CA Pv PLANTER \ 26 \ \ N / b CONCRETE ACCESSIBLE \ \ \ \ P WITPMANDRAILS WALL \ 4" WIDE YEL OW / / CONC. cONc wA ® \ \ \ \ 4" DE \ o \ STRIPE P.) WI8„DECWHITE / w / 3'(W) II STRIPE (TYP.) / - / / CONC. WALL 3'(w)DooR l' , . a f 5' 3' (W) DOOR L3' (W) I FFE=693.45' 1 e ' ° �' 8 e' CANOPY FFE=693.41' (THRESHOLD) i7 I. /.r (TyP) COLUMN (THRESHOLD) \� \ SANITARY MHS 1 ♦♦ i i L—MHS 6 1.0'0TYP. COLUMN \ \ \ SEWER u a I ♦ s roP=sss.ss' G0 3'(WJ DOOR 1. 010 TYP. \ m \ \ \ CONNECTION V. \ \ m TOP=676.13' (] I1 •/ / i 4 � IN1N=673.74' PVC -CAT 3' (W) I \ \ \ INV. 1N=66685' 8" PVC 1$' 0' • / INV. 1N=673.44' 8"PVC (NW) DOOR I C° os' \ \ �. !NV OUT=665.63' 8" PVC b GEOTHERM L WELL SU LY FWD 9' / 9' / J� e / V. OUT=673.20'8"PVC ADJUST CONE SECTION CO S \ \ of a OF MANHOLE TOP TO 2 12"DEC 7 RE URN SER E LINES \ti \ \ a \ (10) 4" GS/GR ( EOTHER €S Ile ;/. \ PROPOSED \ \ \ \ I I�° S MOVE LID INTO THE \ ( 8" MINIMUM OVER) / P t I / ADJUST CONE SECT40N CONCRETE SIDEWALK ENCLOSED / 5) OF MANHOLE TOP TO CONC. VESTIBULE \ \ \ \ \ MOVE LID OUTSIDE OF q 3'(w)DOOR ® ®� GATE UGP �R40, a THE PAVED AREA 3'(W)000R w FFE=693A5' ® 3'(W)D OR \ ` z CONC e FFE=693.46' CONC. 6" DEC 6" D C (THRESHOLD) FFE=681.36' ECH. �- / : (3G12; rHREs o[D) BSMT) \ 2 \ MATCHLIN SEE SEiiEl C4.1 17 APPROX LOC. TEMP FUEL OIL LINE'. RUN LINES A E / TEMP. ABOVE GROUND OI WOOD SCREEN WALL \ \ n . I ° °' : " 6" DEC \ l \ _ TANK WITH CONTAINME 6 FT HEIGHT GROUND (WITH PROTECTION) AND MA E CONNECTI0 11 yN EC. p (SEE NOTE #1) Soh FFE=693.42'L1 10 \ \ EXISTING BURIED LINES OUTSIDE BOIL ING. CONTRACT / I °' a4; 6'(W)¢gDBC DOOR O iv3 FFE=704.2TL2 \ \ \ \ \ \ SHALL VERIFY LOCATION F EXISTING LIN / °d' ° ° . 2 6" 6S/6.R GEOTHER AL P PING 6" DEC \ \ R4 I I 4 1 O ( ) 6' W DBL. DOOR AD UST GATE °/ oo a" CONNECTION MECH A CONC. 0 O \ \ \ ADJUST VAULTS, 3'(W)DOOR CONC FFE=693.43' a \ Zbs \ \ ALVE PER ° FFE=693.43' SANITARY \ BACK -FLOW PREVENTER, m I '..' / O 6' W DBL. DOOR 3'(W)DOOR \ \ \ Q GRA ING PLAN uF^ (J CONC. 6' W DBL. DOOR SEWER 1 \\ \ \ \ m HYDRANT AND PIV PER / / UGP— APPROX. LOCATION OF EXIST. FIRE LINE CONNECTIOIrRODNO) PLANTER(TYR) ) (GROUND) FFE=693.43' ® \ FINAL GRADING PLAN ? a' / j I evLI 1 FFE=693.40' LEVEL 1 STAGE ASSEMBLY AREA SERVICE CONTRACTOR PROTECT DURING CONSTRUCTION BLOLINE BID LINE PROPOSED \\ \ \ � O 6'(WJDBL. DOOR TURN DOWN SLAB \ PROPOSED GENERATOR TO BE INSTALLED AFTER FFE=693.43' ( ) MOVEMENT \ \ \ \ APPROXIMATE LOC s 6'(w)D3,43' R ADDITION P ° / ELE REMOVAL OF COOLING TOWER. FFE=ss3.a3' 3' (w) DOOR EX COMM SKETCHED v EL IT FFE=693.62' \ \ IN BASED ON BEST i' 20 FT WIDE OVERHEAD \ z \ bs \ I AVAILABLE DATA CONTRACTOR TO PROTECT CLEANOUT AND ASSOCIATED UTILITY LINE TMP SCHOOL B SECTIONAL "GARAGE" DOOR I A \ x / 24 / / z EXISTING CROZET COUNTY SCHOOL BOARD OF WITH CENTER HANDRAIL \m \ \ gPN / / ' + . / / APPPROX. LOCATION OF 1 �" PVC DOMESTIC WATERLINE. ALBEMARLE COUNTY, VIRGIN/A I \ z \ N /(2 I JGe / I CONTRACTOR TO FIELD VERIFY PRIOR TO CONSTRUCTION. ELEMENTARY DB. 1044, PG. 498 °a I_ o 16 \ \ / / i RELOCATE AND PROTECT WATERLINE ACCORDINGLY. SCHOOL BUILDING DB. 1098, PG. 703 a 10e J �" h / v / I / / PROPOSED 6' (W) DBL. DOOR ZONED; RA (RURAL AREAS) ° 2®' ° e (2) 6" RISERS WITH CENTER HANDRAIL I \ \ \ KITCHEN FFE=702.33' MULTI -LEVEL LANDSCAPE RETAINING WALL (TYP.) LANDSCAPE RETAINING WALL (TYP.) 3 ADDITION APPROX. LOC PER ELECTRICAL PLAN. MASONRY, BLOCK& FR; ML: (2 FT HEIGHT) _,_ (2 FT HEIGHT) REFER TO ELEC. SITE PLAN FOR ROUTING, SCHOOL FACILITY $ 7" RISERS WITH "NO PARKING ANY ° STORY STEPS ° °'COURTd ARO C I \ \ \ SIZES, QUANTITIES, AND SECTIONS CROZETES. TIME" SIGN �GQ 5' (1407 CROZETA VENUE) (ASSEMBLY AREA) CENTER HANDRAIL / yP0 Z (EURB 6'(W)OBC. DOOR a Q a CONCRETE ACCESSIBLE I \ p / RAMP FFE=702.35' 6' (W) OBE. 6' (W) DBL. DOOR ($) 7 RISERS WITH DOOR FFE=704.32' CENTER HANDRAIL a "' 4 �.' RAMP WITH HANDRAILS I H \ 6' W) DBL DOOR BLACK OMEGA FENCE y MH 15'WIDTH UN ERGROUND ( RETAINING WALL (TYP.) a °, WITH GATE (5FT TALL) r ro=s7s.ss� \ UTILITY EASEMEN FOR VIRGIN I / / I LOADING DOCK ARCH. PLANS) ADA LANDING CONC. STEPS FFE=704.30' 6' ; .' (4 FT HEIGHT) < ' °: a' < I /NV. IN=664.93'8' VC (N) OUTFACE#2 RM DA "B")\ ELECTRIC BOWERCOMP NY / / e° e TREADS, ADA LANDING ° '.< PROPOSED INV 1N=664.87'8" VC W) ' DB. 1101, P . 310 / I / R5� ^. (6) 6" RISERS 3RlsERs CANOPY BLACK OMEGA FENCE - - ( \ / LOADING a I I INV. OUT=664.84' "PVC a CLASSROOM \ / SPACE a WITH HANDRAIL WITH ATE (5FT TALL < . � \ PC — (4) 6" RISERS 3'(W)DOOR) ° .� ADDITION I AP ROX AREAS OF GREASE TRAP - - WITH HANDRAILS a e ° C� 3' (W) DBL. RE EN Y PLANTE i WHIPS 5 WAler. — — — — — — — FFE=693.55' P / / ( / DOOR (3) 6" RISERS -- I SKETCHED BA.. .6' WITH HANDRAILS 4 b ' �a• WALL ''S' e a ADA RAMP WITH HANDRAILS 1 ON ACSA cS CONC, r \ C I CROSSWALK 6 �� s (W) ° RETAINING WALL (TYP.) 3 6' X 5 DUMPST�R STRIPING OUTDOOR SITTING AREA 6' , 5 CONC. 3 e a a v , , .. (3 FT HEIGHT) I \ 101 �20 , \ O (SEE ARCH. PLANS) � a �' wau CONC. � '° b I ENICLOSiUR (TYP.) 6 I 17.1�5' S G /TOP=698.05' aU' I b, . °°' ° ° ° p ° ° a+• INV IN=680.35'8"PVC ' - RISERS I (2) 6„ 85 = LL 15 WITH HANDRAILS B^DEC B"DEC 8"OEC B"DEC 1 +' INV OUT-680.25'8"PVC J < I I I 12 R3, O PARKING ��T� "NO PARKING FIRE LANE" SIGN ° °n 5 I I I I SWK "NO PARKING FIRE LANE" SIGN CG-12 i° 13 FIRE LANE" SIGN CURB CONC. SWK EXIST. CURB ¢ C 2 = _D ° EXIST. CURB EP I z I I I URB c RS'— pAINTEd YELLOW — — — _ EXIST. CURB _"NO PARKING eCG-6 I N I RAMP °C _2.. CROSSWALK —� RAMP — RAMP CROSSWALK — R5' FIRE LANE CURB �— EXIST. FLAG POLE FIRE LANE" STRIPING TYP. D I STRIPING TYP. ( ) �• (7)6" ISERS "N PARKIN ANY _ CURBSTOP ROD NOT TO I G o BOLLARD _ w w w- 1• ®-� li - - - - -w — w WITH. DRAILS I � I vy \ TIME" SIGN TYPO 14 EXIST. CURB BE PLACED ON TOP OF ' (4) ADA PARKING SIGNS S I ( ) WATE MAIN PAINTED YELLOW RETAINING LL WITH \ \ \ ( I I N q q q q R CG FIRE LANE CURB �, C GP UGP q q 101,6 SAFETY RAIL . 8„ 8„ 8„ 8„ 4" CG-12g � �.1' Sd. (3.5 FT HEIGHT) (2) ADA PARKING � 1 \ I I G 4„ —UGP R26' L) N UGP �� _ �_ �_ 8,• 8„ a I I I x ., B I I Z CONC. SWK 5' G- --- --- ------ CONC.SWK — --- — --- _ ----/. _ I "..\ ` a C 2 G2 UG 12 \ ¢ — — — — — I I — ----- — —------- — -- -- ------ --- — -- — -- -- -- e� --- --- ------ -- -- --- — --- --- ---- i _ a 5' cuRe r t o I N 10' P INTE YELL W a I I I I I I U F RE LA E CURB 13 18'.'.'.' I ... ... 12" DEC I I ,.........'..'..' '..'.'.'. BUILDING 1 I' �.1 . .. . co OVERHANG 1 \ I'1 1...........'. '.'. < . �... . I I I I I I� R4 R4' EXIST. CURB t11' 8'-I CG-2 R5'8'8'8'-t�9' -I z SPACES) EXIST. CURB U V \ STOP SIGN AND 51J RS rr1J r�'J RESTRIPE EXISTING I I I U STOP BAR RESTRIPE EXISTING (6) CONC. WHEEL STEEP SLOPES .1 PARKING SPACES CROSSWALK PARKING SPACES (MANAGED) Am I I I I I I I PAINTED YELLOW RELOCATE POWER STOPS STRIPING (TYP.) (6) CONC. WHEEL 4" WIDE WHITE . • . • �. \ Z STRIPE (TYP.) STOP SIGN AND PAINTED YELLOW \ ¢ I I RELOCATE FIRE LANE CURB LINE AND TIE IN LIGHT 5 SPACES) s SP;; RELOCATED STOPS 2 sPAces) R5' II I I I I a POWER LINE 9 R3' R3' POLE SERVICE SCHOOL SIGN EXIST. CURB STOP BAR 60' • ` \ FIRE LANE CURB \ NO PARKING \ ...1 � I (TYP.) I ° °° RELOCATE POWER i N ` + LINE AND TIE IN LIGH PAINTED YELLOW'' FIRE LANE" SIGN I _� cuRe 4" WIDE LANE CURB S EP I POLE SERVICE FIRE I 126 I I I I �. CURB 4' WIDE WHITE a.'• WHITE O cG-2.'.'.'.'.'.'..'.'.'.'.'.'.'.'.'.'.'....'.'.'............' J a I I K 4MPIPE TYP. (TYP.) STR P.RIP 18. m I ' I R' 1 df . . 5 �. -- 8 — I 13 ;.. 3,4 �..'.'.'.'.'.'..'.'...'. .. .' R14' — — _ — VEHICL GAT' NO PA KING N R10 CG-2 0. CG_2 . . a TO BE CLOSED URING� I R10 R3 IORET6 -'0 �{{ I I C7 \ R5' 5' R5' . SIDEWALK E SCHOOL OURS I ) 4" WIDE WHITE �iYGILIT , & OPEN DURING I I STRIPING (TYP.) 9 U - W SPECIAL E ENTS Y STOP SIGN AND D O TYp Y m x \ o� -I 9' STOP BAR- I ° , 0 ° Rom, CONTRACTOR$HALL I I I I �, R5' I- --- R ' R20 RZ R2' R20' Z R5 TYP :,.° EMERGENCY ACCESS PROTECT EXIST. IBER I a v R10' CG_2 156 LF o �j o 0 LINE FROM DAMAGE I ET CK R10' I _ R74' ... . 13'..... F •OD T.$.'.'.' 1.8+.'.'..'....'..'....' '.'... I �$' \ DURING CONSTRUCTION 7 a' t I\o'..'.'.'.'.'......:..........'.'.'..'.'.'.'.'................... YIELD .'.'.' REINFORCED TURF (GRASSPAVE207 O ... . ... ... . ... ... I I I X I I CG-2. I SIGN a CONTECH URBA�REi N F�ASTIC PAVEc 4„ WIDE WHITE " b •... a .. CG ;. '� . �. I _ , ... ' ° • ' ,• ..'. <" : " 6� .. ., .. Sit A OUTFACE #1 (VRRM DA „A„) I I I I �D STRIPE (TYP.) 20'WATERLINE EASEMENT— ¢ I yr� FOR ALBEMARLE COUNTY GP I I m I (2) FIXED BOLLARDS ° 4" WIDE WHI�E � J / ' 6"DESDEC 1 I � \ SERVICE I . R8' PAINTED YELLOW FIRE LANE CURB_ I III I \ WITH D-RING TO DB. 1163, PG. 28 G) 6' STRIPE (TYP 6" DEC \ DECDEc II I I \ ATTACH GATE �� PAINTED Y�LLOW FIRE LANE CURB N I 4" WIDE WHITE — I � I � \ � STRIPE � � �APPROX. TREE _ � — I I I I I 27'-8"VEHICLE GATE 4" ' O'�� I PAVEMENT 12, 12' $: DRIPLINE(TYP.) 8"DEC / STRIPING - _ d I I } (SEE HEET C1.2) 8"DEC \ UFO --- - 12' 5' R20' ® TIE TO — FHA N 2"D I II III II I C� 2' DEC qR/ 4" WIDE WHITE I O EXISTING CURB_ 10' R25' I I I 24' c� TI OEISIGN G ANY—APPROX TREE T CURB STRIPE 2 (3) REMOVABLE BOLLARDS R10' z I TRANSITION T. GEORGE AV ¢ � ORIPLINE (TYP.) R20' I _ _ _� - APPROX- VA 750' TO S RIABLE WIDTH POLE LINE - FIXED BOLLARDS I / EASEMENTFOR FOR VIRGINIAWITH D-RING TO I a - I DR. ppPROX.900'TO BOLLARD ATTACH GATE I ��'�`fE (SEE SHEET C1.2) - ---__ _-- o DB. 11GA�BE OPEN DURING SCHOOL HOURS - RZ d EP I II I III N� & CLOSED DURING SPECIAL EVENTS � RZ 6" CLASS-52 DIP I 0 �\ TCURBTRANSITION two ---------------- I II � � _ -- L) _ MUTCDSTD --___ — — I TURN ARROWS EP _ _UFO 6HRB I zswo — _—_— .UFO i QHP O �� TFEP SLOPES EXIST. STOP BAR _ _ _ _ _ _ _ _ _ — I \ I (MANAGED) NomEXIST. STOP I ==-_p UFO — .I. SIGN 3 CONC. SWK _ LOCATE AND CONNECT TO I I d EP I UFO _ — EXISTING WATERLINE GHP' I HO _LL_ & I R45' '- 065' GEORGEAVE. —-------- upo ILI 71L T AVENUE O ST. EP---_ _ — — — — — OH� OHp PING SLEEVE AND VALVE. — _ - -_dH0 AP —_ __-- UFO SAN TE ROUTE 810 CROZE CURB -UFO = ----- VAR.WIDTH RNA UFO _ OHP L STOP SIGN AND dH0 STA _ - - - EP _UFO — --_ OHP— GE AVE• pe. toss, PG PR TO BALLARD I _ _ oHP— I GRAVEL — ENTR. MHS STOP BAR T. GEOR _ - EP TOP=704.14' APPROX.1,275'TOS HO OX.585' — c&G �UFO, — a__-=___� INV. IN=692.25'8"PVC w� INV. our=6AL� EP d 111 — OHP— LEGEND: RDDR PPROX.375' I I'-- -; _o ' � c&G 11 OHP— OHP OHP CONCRETE SIDEWALK GRAVEL ROAD CONC. SWK V dH0 — OHP HEAVY DUTY CONCRETE REINFORCED TURF EP .r C&G�'-• *TES: HEAVY DUTY ASPHALT BIORETENTION PLANTINGS 1. CONTRACTOR SHALL PROVIDE A TEMPORARY ABOVE GROUND OIL FUEL TANK WITH CONTAINMENT TO E8 QyN CONC. SWK �. SERVICE THE SCHOOL DURING THE WINTER MONTHS WHILE CONSTRUCTION IS ONGOING. REFER TO ARCH/MEP DRAWINGS FOR FURTHER DETAIL AND UTILITY ROUTING. ILI LIGHT DUTY ASPHALT EE MULCH H PLAY AREA 2. A KN X BOX HALL BE REQUIRED FOR THE PROPOSED BUILDING ADDITIONS. HALL COORDINATE WITH THE FIRE MARSHAL'S OFFICE FOR FINAL LOCATION. h EACH OUTDOOR L MINAIRE EQUIPPED WITH A LAMP THAT EMIT R MORE INITIAL LUMENS HALL 3 C OU 00 U U S 3 000 O O U S S OF-1a° ASPHALT TO BE MILLED & OVERLAID STONE DUST BE A FULL CUTOFF LUMINARE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM 0 e ADJOINING RESIDENTIAL DISTRICTS. SEE SITE PHOTOMETRIC SHEETS FOR ADDITIONAL INFORMATION. SCALE 1"=20' STEEP SLOPES h (MANAGED) 4. BIORETENTION BASINS MAY NOT BE CONSTRUCTED UNTIL ALL CONTRIBUTING DRAINAGE AREAS ARE I EXPOSED AGGREGATE E:1 GRAVEL FILTER STRIP o STABILIZED. BIORETENTION FACILITIES MUST BE CONSTRUCTED IN ACCORDANCE WITH WP0202000039 0 20' 40, ,+ I+ I _ F PLAN. Vhx D O VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. emarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 �Y�E% `j•� Bryan D. Cichocld 'Z U Lic. No. 53741 Off, S �&SIIONAL G 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 LAYOUT & UTILITY PLAN C4n0 1 / / I I I / I I I I I I I I i i I I GRAVEL LANE I i i I CONNECT TO EXISTING GAVEL LANE I o� I� M I o o6 EDG OF ASPHLT X I o0 � I p � I � I I APPR I . LOCATION I GEOTHERMAL WELL FIE SEE MEP PLANS F \ ADDITIONAL INFORMATI, \ PARKING SPACES TO BE \ STEEP SLCCJ)F USED DURING SPECIAL \(MANAGE EVENTS ONLY. CAR ACCESS TO BE EENTRANCEPROHIBITED FROM BUS 4" WIDE\ YELLOU V i i I o GEOTHERM L WELL SU LY FWD RETURN SER E LINES (10) 4" GS/GR (, EOTHER "ES (3) TENNIS COURTS (36'x 18i PAINTED YELLOW FIRE LANE CURB — w-o _ 04 R1 4" WIDE WHITE _STRIPE (TYP.) L i OGP/ U W Z 2 U 14' (TYP.) 4" WIDE WHITE E (TYP.) v- i cy/ 10 Ad L GOAL EXISTING SOCCER FIELD TMP 56-64E COUNTY SCHOOL BOARD OF ALBEMARLE COUNTY, VIRGINIA DB. 1044, PG. 498 DB. 1098, PG, 703 ZONED: RA (RURAL AREAS) BIORETENTION (4) 6" CONCRETE RISERS FACILITY 3A WITH HANDRAILS RELOCATED IRRIGATION ELECTRICAL PANEL ------ MHS TOP=67762' INV 1N=670.82' 8" PVC INV OUT=670.54'8"PVC NOTES: 1. CONTACTOR SHALL PROVIDE A TEMPORARY ABOVE GRO NO OIL FUEL TANK TO SERVICE THE SCHOOL DURING THE WINTER MONTHS WHILE CONSTRUCTION IS O GOING. REFER TO ARCH/MEP DRAWINGS FOR FURTHER DETAILS AND UTILITY ROUTING. 2. A KNOX BOX SHALL BE REQUIRED FOR THE PROPOSED BUI DING ADDITIONS. CONTRACTOR SHALL COORDINATE WITH THE FIRE MARSHAL'S OFFICE FOR FINA LOCATION. 3. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT �C ITS 3,000 OR MORE INITIAL LUMENS SHALL ARRANGED A FULL CUTOFF LUMINARE AND SHALL BE ARNGED O SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS. SEE SITE PHOTOMETR SHEETS FOR ADDITIONAL INFORMATION. 4. BIORETENTION BASINS MAY NOT BE CONSTRUCTED UNTIL ALL CONTRIBUTING DRAINAGE AREAS ARE STABILIZED. BIORETENTION FACILITIES MUST BE CONSTRI JCTED IN ACCORDANCE WITH WP0202000039 PLAN. IBLOCKRETAINING WALL 1.0' (W) I I OUTFALL #3 (VRRM DA "C") 1 1 1 1 1 LEGEND ElCONCRETE SIDEWALK C GRAVEL ROAD HEAVY DUTY CONCRETE REINFORCED TURF HEAVY DUTY ASPHALT BIORETENTION PLANTINGS D D p LIGHT DUTY ASPHALT J�ppDpD MULCH PLAY AREA pp E] ASPHALT TO BE MILLED & OVERLAID STONE DUST E 11 EXPOSED AGGREGATE GAVEL FILTER STRIP �I U 1 I I I l I MHS TOP=670.43' INV. IN=662.97' 8"PVC (S) INV. IN=663.21' 8"PVC (W) ` INV OUT=662.78'8"PVC R\ MHS I `r� TOP=670.62' 1 1 INV. 1N=663.56'8"PVC INV. 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FFE=693.45' 3'(W)DOOR \ � \ \ a° FFE=693.46' CONC. 6" DEC 6" D C (THRESHOLD) FFE=681.36' GG-12 G (THRESHOLD) VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • bemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 Checked By Designed By Drawn By vj kD. Cichocld '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 LAYOUT & UTILITY PLAN C4n 1