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SDP202000058 Plan - Approved Major Amendment, Final Site Plan 2021-04-12
r i tj SITE DATA: TAX MAP PARCEL: 05600-00-00-064EO COUNTY OF ALBEMARLE SCHOOL BOARD DB. 1044, PG. 498 DB. 1098, PG. 703 PARCEL AREA: 21.16 AC LIMITS OF DISTURBANCE: 6.35 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@TlMMONS.COM SURVEY CONDUCTED: MARCH 2O20 DATUM: HORIZONTAL: NAD83(NA2011) VIRGINIA STATE GRID SOUTH VERTICAL: NAVD88 VIA GPS RTK OBSERVATIONS REQUIRED BUILDING SETBACKS: FRONT 75 FT MINIMUM (EXISTING PUBLIC ROAD) FRONT 25 FT MINIMUM (INTERNAL PUBLIC/PRIVATE ROAD) SIDE 25 FT MINIMUM REAR 35 FT MINIMUM MAXIMUM BUILDING HEIGHT: 35 FT PROPOSED BUILDING HEIGHT: KITCHEN ADDITION 16 FT CLASSROOM + MOVEMENT ADDITION 28 FT (AVERAGE) LOWER LEVEL VESTIBULE 10 FT PROPOSED BUILDING SQUARE FOOTAGE: KITCHEN ADDITION 2,180 GSF (1 STORY) CLASSROOM + MOVEMENT ADDITION 31,753 GSF (3 STORIES) LOWER LEVEL VESTIBULE 982 GSF (1 STORY) TOTAL 34,915 GSF EXISTING USE: ELEMENTARY SCHOOL PROPOSED USE: ELEMENTARY SCHOOL ±34,915 GSF BUILDING ADDITION ±6,175 SF BASKETBALL COURT ADDITION ±33,350 SF PLAYGROUND RENOVATION ±6,250 SF COURTYARD ADDITION WETLAND IMPACTS: NO WETLANDS ARE IMPACTED AS A PART OF THIS PROJECT WATER SUPPLY: ACSA PUBLIC WATER SANITARY SUPPLY: ACSA PUBLIC SEWER DRAINAGE DISTRICT: RIVANNA NOTES: 1. THERE ARE MANAGED STEEP SLOPES WITHIN THE PROJECT LIMITS. 2. THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 1010-YR FLOODPLAIN. 3. THE SITE IS LOCATED IN A WATER SUPPLY PROTECTION DISTRICT. 4. A WPO STREAM BUFFER IS LOCATED ON THE SUBJECT PROPERTY AND WILL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. PARKING REQUIRED: THE NUMBER OF REQUIRED SPACES SHALL BE DETERMINED BY ALBEMARLE COUNTY PUBLIC SCHOOLS, DOCUMENTED IN A PARKING STUDY, AND SUBMITTED TO THE ZONING ADMINISTRATOR FOR APPROVAL EXISTING PARKING: 86 SPACES PROPOSED PARKING: 130 STANDARD SPACES 6 ADA SPACES 136 TOTAL EVERYDAY USE SPACES 12 BUS SPACES 41 SPECIAL EVENT SPACES 189 TOTAL SPACES SPECIAL FLOOD HAZARD AREA INFORMATION: SPECIAL FLOOD HAZARD AREA (FLOODPLAIN) YES [ ] NO [ X ] TRIP GENERATION LAND USE: ELEMENTARY SCHOOL ITE CODE: 520 AMOUNT: 680 UNITS: NUMBER OF STUDENTS Trin Generation for Crozet Elementary School LAND USE ITE CODE AMOUNT UNITS WEEKDAY AM PEAK HOUR PM PEAK HOUR ADT IN OUT TOTAL IN OUT TOTAL Elementary School 520 680 # of Students 1285 239 203 442 104 127 231 UTILITY DEMANDS WATER FLOW (AVERAGE DAILY DEMAND) AVERAGE FLOW RATES (FROM TABLE A 12VAC5-590-690) ELEMENTARY SCHOOL = 10 GPD/PERSON 10 GPD/PERSON x 770 PERSONS (90 STAFF + 680 STUDENTS) TOTAL = 7,700 GPD AVERAGE HOURLY DEMAND = 7,700 GPD / 24 HOURS = 320.83 GPH MAXIMUM HOURLY DEMAND = 320.83 GPH X 300% = 962.5 GPH PEAK HOURLY DEMAND = 962.5 X 150% = 1,443.75 GPH 1,443.75 GPH / 60 MIN = 24 GPM TOTAL FIXTURE COUNTS WATER CLOSETS = 44 LAVATORIES = 38 DRINKING FOUNTAINS = 12 SERVICE SINKS = 7 SEWER FLOW (AVERAGE DAILY FLOW) ESTIMATED TOTAL = 10 GPD/PERSON x 770 PERSONS = 7,700 GPD ARM I 94M I I INI W401 COUNTY OF ALBEMARLE VIRGINIA WHITE HALL DISTRICT 3/18/2021 . . ........................... ............................ .. . . ..... ........ .... . ............. ... .......... X. N' GYP z pry PROJECT L©CATifJN r � z ��. ............ '..... :.: Y .. .... ::: ... b : .... :.:.: :, :.:. ........ - _ r£34 Lx 1 .. ... .. .:, e: �.. ,'.: Fw ggi� y¢t h T ................: XXX :: } L d .. #: #: . .. .... .... ...................... .. ............ ........................... . . .. ... ............. ...... .. .. . .. ... ..... I ...... .... .... ....... ........... ............. -I..","", ...... . .............. ...... .... . .... ... ........ ............ ....................... .. . .. ....... ................... ........... ............... .... ........... ..... ........ ........... .... .: ,y ... ..:. ..:::. .. ... .. . ... ........................... . ... ......... . . ............. . ..... . ...... . ... .. .. .... .... .......... .. ..... . .......... ......... . . . ........... ........... . ....... ............. .................. VICINITY MAP SCALE: 1" = 2000' OWNER: ALBEMARLE COUNTY SCHOOL BOARD 401 M CI NTI RE RD CHARLOTTESVILLE, VA 22902 CONTACT: JOE LETTERI TELEPHONE: (434) 975-9340 FAX: (434) 975-9341 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. CHARLOTTESVILLE, VA 22903 CONTACT: BRYAN CICHOCKI, P.E. TELEPHONE: 434-327-5380 Sheet List Table Sheet Number Sheet Title C0.0 COVER Co.1 OVERALL SITE PLAN C1.0 NOTES & DETAILS CIA NOTES & DETAILS C1.2 NOTES & DETAILS C1.3 NOTES & DETAILS C2.0 EXISTING CONDITIONS C2.1 EXISTING CONDITIONS C2.2 DEMOLITION PLAN C2.3 DEMOLITION PLAN C4.0 LAYOUT & UTILITY PLAN C4.1 LAYOUT & UTILITY PLAN C5.0 GRADING &DRAINAGE PLAN C5.1 GRADING & DRAINAGE PLAN C5.2 GRADING SPOT SHOTS PLAN C5.3 GRADING SPOT SHOTS PLAN C7.0 STORM SEWER PROFILES C7.1 STORM SEWER PROFILES C7.2 STORM SEWER TABLES C7.3 UTILITY PROFILES C8.0 VDOT SIGHT DISTANCE PROFILE 1-1.0 LANDSCAPE PLAN 1-1.1 DETAIL LANDSCAPE PLAN 1-1.2 DETAIL LANDSCAPE PLAN L2.0 LANDSCAPE NOTES AND DETAILS L3.0 OVERALL LAYOUT AND MATERIALS PLAN L3.1 PLAYGROUND AND MATERIALS PLAN L3.2 COURTYARD AND MATERIALS PLAN L4.0 DETAILS A004 PHASING DIAGRAMS - PHASES 1 & 2 A005 PHASING DIAGRAMS - PHASES 3 & 4 ES100 SITE LIGHTING LAYOUTS ES101 SITE LIGHTING CALCULATIONS ES100 SITE LIGHTING FIXTURE CUT SHEETS 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 = 34 aF()')Architects 43429,6,5684 YOUR VISION ACHIEVED THROUGH OURS. A bemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number VMDO Project Number Checked By Designed By Drawn By 002-34-00-101 1284 TH op Bryan D. Cichocki Z ' Lic. No. 53741 ss10NAL B. CICHOCKI K. ROESER K. ROESER tti 1 ^4 _ ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 COVER tSEE SHEETS C2.1, C2.37 C3.37 C3.51 C3.73 C3.91 C4.1) C5.1) C5.3 & C5.5 .............. .............. ................. .......... .............................. le ........... -_-------------- ........... ............ ........... ADD -ALTERNATE 5 e , Y , Fr SEE SHEET C9.2 > tLWORM > ........ . ....... t. ... . ... . *,.-' .............. 0 0 V 0 00'0 ... . .... .. . ..... .. .... < >/ N .......... ........ ADD -ALTERNATE 1, SEE SHEET Cb.0 a. 645 OF COUNTY sct E?R)MGMALWO7� B0, G SEE SHEET C9.1 ZONEV; RA O?U94L AREAM -y � 43 +, }y ; } +'$ � t:, fir:, �; 1 � :Lt ADD -ALTERNATE 4 :SEE SHEET C9.1 V ................ > ............. . ............. ---------- - .. ................... .. . ........... - ------ I e . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1.5" RC. ... ....... ... ..... ..... M V1. ti �N t5 -X t ....... ..... 7R_ f _-A N. UT T W, X, N�Q J.. ..... ..... 'C% r grx e.......... ...... .. .. UFO . .. . ...... ................. r .......... . V "o !al , . 'p. - %- It ------------ ---- ------ ............ ........... a7 ..... . ..... 5 ............. . . r �_t => -W z 5. 4 gah ..................... 00 00;l e-te ON C., !U, . .. . ......... Ile �Q 7, t .. ..... . ... TO =2� ...... ......... ........... pq .. . ..... -SEE SHEETS C2.0, C2.2 C3.2 C3.4 C3.6 C3.8 C4.0 C5.0 C5.2 & C5.4 LEGEND WATER VALVE WATER METER N/ FIRE CONNECTION FIRE HYDRANT POS T-INDICA TOR VALVE STORM DRAINAGE (SD) MANHOLE STORM INLET W/ GRATE ROOF DRAIN IDOWN-SPOUT RCP REINFORCED CONCRETE PIPE PVC POL Y- VIN YL CHL ORIDE PIPE HDPE HIGH -DENSITY POL Y-ETHYLENE PIPE CMP CORRUGATED METAL PIPE SANITARYMANHOLE CLEAN -OUT TELECOM PEDESTAL UTILITYPOLE LIGHT POLE GUY WIRE UTILITY VAULT, AS NOTED j..] ELECTRIC BOX ELECTRIC METER GAS METER ..........................SAPV . ............. ............. .......................... SANITARYPIPE . ........ - - - ---------- ------- - ----- - -- ---- ---------- W4 TER-L INE — - - ------------ UNDERGROUND TELECOM/FIBER UTILITY .......... ............. ------------------ -- - UNDERGROUND POWERIELEC UTILITY OVERHEAD POWER UTILITY UNDERGROUND GAS UTILITY >1 ............... ............... ............. X ............... .................... FENCE -LINE CENTERLINE SWALEIDITCH . ...... — — - — ------ —,— EDGE OF PAVEMENT (EP) CONIFEROUS TREE (CNFR) Alvll, DECIDUOUS TREE (DEC) EG EDGE OF GRAVEL SIDEWALK SIGN BOLLARD P MONITORING WELL (F) PROPERTY MONUMENT FOUND, AS NOTED THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF JOSEPH C. MEDLEY FROM AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION; THAT THE ORIGINAL DATA WAS OBTAINED ON THE FOLLOWING DATES: MARCH 10-12, 16, 18, 23-24 & 30, 2020. THIS BASE -MAP AND DIGITAL GEOSPATIAL DATA INCLUDING METADATA MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED. SURVEY NOTES : 1. HORIZONTAL DATUM IS BASED ON NAD83 (NA201 1), VIRGINIA STATE GRID, SOUTH ZONE. VERTICAL DATUM ISBASED ONNAVD88 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 BOUNDARY SURVEY- BOUNDARY SHOWN HEREON IS BASED ON DEEDS AND PLATS OF RECORD IN THE CLERKS OFFICE OFALBEMARLE COUNTY, VIRGINIA, AND RECOVERED MONUMENTS AND FIELD OBSERVATIONS. 4. BASED ON FEMA FLOOD INSURANCE RATE MAP (FIRM), MAP NO. 51003CO229D, PANEL 279 OF 575, EFFECTIVE DATE MAY 16, 2016, THE PROPERTY LINES IN UNSHADED ZONE X, AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. 5. MISS UTILITY TICKET INITIATED, TICKET NO. B622100685-OOB, NO UNDERGROUND UTILITY INVESTIGATION BEYOND INFORMATION PROVIDED VIA MISS UTILITYHAS BEEN CONDUCTED BY THIS FIRM, 6. TITLE REPORT FURNISHED BY CHICAGO TITLE INSURANCE COMPANY, TO TIMMONS GROUP, CASE NO. 27120034, DATED FEBRUARY 1, 2020 7 CONTOUR INTERVAL = V 8. ACPS PRIVATE UTILITIES WERE LOCATED BYACPS PRIOR TO SURVEY - ----------- ..... ........ ��i Archftecl:; 4 3 4. 2 9 .i, 5 6 8 Al 2"1"J, E., iltrlark,,,� `v,% 22902 VVil t - i ofs, E.", C 2 0 0, 0, 6 YOUR VISION ACHIEVED THROUGH OURS. ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number VMDO Project Number Bryan D. Cichocki Lie. No. 53741 IONAL 002-34-00-101 1284 Checked By B. CICHOCKI Designed By K. ROESER Drawn By K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE I FINAL SITE PLAN & WPO PLAN SUBMISSION 10,AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION 91 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 OVERALL SITE PLAN SCALE 1 "=40' 0 40' 80, 0114;4 LEGEND ROADS - TRAFFIC STOP BAR STORM PIPE & STRUCTURE NO. DROP INLET & STRUCTURE NO. CURB CURB & GUTTER DRY CURB & GUTTER PROPOSED PAVEMENT PAVED DITCH JUTE MESH DITCH - - CENTERLINE OF DITCH BENCH MARK . .. f, CLEARING LIMITS �- R-1 VDOT STANDARD STOP SIGN ....... ...... 200 ..... ..... ..... EXISTING CONTOUR 200 - PROPOSED CONTOUR + 240.5 EXISTING SPOT ELEVATION TIC 240.5 PROPOSED SPOT ELEVATION 1U PARKING COUNT SEWER �� ------ - - EXISTING SANITARY SEWER G-SAN-0►-OS PROPOSED SANITARY SEWER 0 PROPOSED SANITARY SEWER LABEL WATER ................................... W............... EXISTING WATER LINE 6" W PROPOSED WATER LINE -0 . gM W PROPOSED VALVE --IZI- g" yy PROPOSED TAPPING SLEEVE PROPOSED FIRE HYDRANT ASSEMBLY (FHA) (COMPLETE) V PROPOSED FIRE DEPARTMENT CONNECTION (FDC) ® PROPOSED POST INDICATOR VALVE (PIV) TC = TOP OF CURB BC = BACK OF CURB EP = EDGE OF PAVEMENT TW = TOP OF WALL BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT PRESERVED AND MANAGED SLOPES ..... -... I CRITICAL SLOPES ISO FIRE FLOW CALCULATIONS FOR CROZET ELEMENTARY SCHOOL TYPE OF CONSTRUCTION: CLASS 3 CONSTRUCTION COEFFICIENT: F= 0.8 BUILDING SIZE: 1990 ORIGINAL CONSTRUCTION 46,742 sf 1995 ADDITION 7,375 sf CURRENT ADDITION 34,915 sf EFFECTIVE AREA 78,387 sf CONSTRUCTION FACTOR: C =18F (A)^0.5 C= 4,032 CONSTRUCTION COEFFICIENT: F= 0.8 TYPE OF OCCUPANCY: C-2 LIMITED -COMBUSTIBLE 0= 0.85 OCCUPANCY FACTOR EXPOSURE (X) AND COMMUNICATION (P) X1 + P1 = 0.14 NEEDED FIRE FLOW: NNF = [C][01(1+[X+P)) = 3,907 CONSTRUCTION COEFFICIENT: F= 0.8 SPRINKLER REDUCTION = 50% TOTAL FIRE FLOW NEEDED = 1,953 GPM AVAILABLE FIRE FLOW: HYDRANT LOCATION Crozet Elementary School STATIC PRESSURE 87 PSI RESIDUAL PRESSURE 68 PSI ACTUAL FLOW 1,152 GPM @ 68 PSI MODELED FIRE FLOW 2,275 GPM @ 20 PSI ....... ........ .......................... Location Cozet Elementary School ..: [date and Time of Test 5/29/20181.32:00 PM Minutes of Flow 2 Ripe<.Size (inches) 8 ............ Pressure Hydrant 11144 ....... ............. Static Pressure (psi) 87' ........ .......... Residual Pressure (psi) 6S 11 Q20 Looped ' 1 Q20 Multiple tnline Hydrants LI Q20 Single Flow 0 Sprinkler Test Single Flow Flow Hydrant 111 w, 11145 Pitot Pressure ##1,(psi) ...... 68 Yellow'1 LI Test Flow 1 1152: . Flow Hydrant #2 Pitot Pressure #2 (pat) .::.. ........ .., ifditow 2 I..l Test Flow 2 ' 0 ............ Flow Hydrant ##3 : Pitot Pressure #i3<(pii) yellow l :l Test Flow 3 ` 0 Total Estimated Flow (gpm) 1152: AwWA Q2q;Gatculaton (gent) 2215` {Pra tatue in QZo 11 4cates Instiffiderit pr€sure drop for 020 QH a sole :,prink(Lt. test.) Corinments ................................. _...... ............................ Hydrant open all the quay. For method of pkuli tmn yltot ISM with a red Italtwd diffum isee VI, 13, Wl Lki and twahitide IM0.dourmal Mei3g3 ent awl Opw4tions WAVA.. Nr y1flow Pollard dit(m.u, a:trst rit tiuf34 S;rder polynPafai cyUat W of the Nbnl flow Vs. ghot proswe gwne is 1JSP.tI. ........................................... Estimated Consumption (gal) 2304: For use for water audit j Signature of Tester, ACSA AVAILABLE FIRE FLOW INFORMATION No Scale GENERAL NOTES 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 CONT ACT CT 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-73HERE 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 (HORIZONTALVERTICAL). 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 PIIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 10. RETAINING WALLS GREATER THAN 3 FT IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FT IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 11. ACCESSIBLE PARKING SPACES, ACCESS AISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI Al 17 1-09 AND THE 2015 VIRGINIA CONSTRUCTION CODE. 12. ALL WATER LINES, SEWER LINES AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 13. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. CONSTRUCTION RECORD DRAWINGS NOTES 1. CONTRACTOR SHALL PROVIDE ALL INFORMATION REQUIRED FOR CONSTRUCTION RECORD DRAWINGS: COUNTY OF ALBEMARLE 1� Department of Colmnunity Development f'1l�fAL�`. 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 draivings. 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 theinspection records to verify proper dimensions, materials and installation. The items include, but are not limited to the following: I , 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. fonds 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 Glitch 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. 1.2. 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 trust 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 dawns. 15. Manufacturers certifications for proprietary BMP's certifying proper installation and functioning. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE OWNER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT IOOOLBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) 23. STABILIZATION OF DISTURBED AREAS MUST, AT A MINIMUM, BE INITIATED IMMEDIATELY WHENEVER ANY CLEARING, GRADING, EXCAVATING OR OTHER EARTH DISTURBING ACTIVITIES HAVE PERMANENTLY CEASED ON ANY PORTION OF THE SITE, OR TEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING FOURTEEN (14) CALENDAR DAYS. STABILIZATION MUST BE COMPLETED WITHIN THE PERIOD OF TIME DETERMINED BY THE ADMINISTRATOR. IN ARID, SEMIARID, AND DROUGHT -STRICKEN AREAS WHERE INITIATING VEGETATIVE STABILIZATION MEASURES IMMEDIATELY IN IS INFEASIBLE, ALTERNATIVE STABILIZATION MEASURES MUST BE IMPLORED AS SPECIFIED BY THE ADMINISTRATOR. (WATER PROTECTION ORDINANCE SECTION 17 - 405 6.h) JUNE 27, 2019 ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. Albemarle County Engineering Final Plan General Notes Page I of 4 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Cotastructiou Notes 1. Prior to any construction within any existing public right-of=way, including connection to any existing road, a permit shall be obtained from the 'Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe ..... Class 111. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). NOTE: ANY CHANGES TO THIS DOCUMENT AFTER BIDDING THAT ARE REQUIRED BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT SHALL APPLY. >.; t.2 s; 5684 YOUR ViSI N ACHIE ` D THROUGH OURS. ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 TH o' Bryan D. Cichocki Z Lie. No. 53741 �SSIONAL�1 y5��3 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 91 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02,DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18,MAR.2021 NOTES & DETAILS C1.0 VA. SIGN FOR THE DISABLED ON 0.80 GAUGE 2 R LEGEND 4„ 2 R R= /4" ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, 2" 51' TOP OF CURB 1 R ROADS GRADING ° . CONC CURB AND GUTTER CLASS 3A, ° (f'c=3,000 PSI) CONCRETE ° 1 CONTROL JOINT SPACED e AT WIDTH OF WALK (MAXIMUM) WHITE BACKGROUND. �� 3T 4" THE DEPTH OF CURB MAY BE •.p ' . > TRAFFIC STOP BAR TC =TOP OF CURB EP =EDGE OF PAVEMENT \ \ / 6 _� \/ �' ° 1 :1 // a a d EXPANSION JOINT AT MAX /4 °` OF 30', WITH PREMOLDED ° RESERVED RESERVED A MINIMUM OF 13" AND A MAXIMUM OF 19" , ... ' o SURFACE: STORM PIPE & STRUCTURE NO. EX. - EXISTING - 13" a a ° a ° q ... EXPANSION FILLER PAF�CING PAPoCaVG . 16" °.' �:.' • PROP. =PROPOSED DROP INLET &STRUCTURE N0. APPROX. = APPROXIMATELY X\ ° ° a 7" ° a COMPACTED �/ . ° ° ° a SUBGRADE CONC. WALK " o BASE :• .... p CURB PRESERVED AND CURB & GUTTER \/ ° a° d ° �� ° ° •°a ° °°° �• a° € ..:..� MANAGED SLOPES o CONTINUE 21B STONE ° 6 ° ° - ° - VDOT A-3 CONCRETE �.'' o o 4 MIN. ° .. - e q • ° • �� 4" MIN. — •_- 20{ --- -- _-- EXISTING CONTOUR f- CRITICAL SLOPES E - BASE FROM ADJACENT o �' PAVEMENT SECTION o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 $100 - i500 FIDE $100 - =500 F1�E SUBBASE � .:.........:.:::..) 200 PROPOSED CONTOUR / , \ /\ /\ /\ \ /\ /\ /\ / \ /\ UNDER CURB \ /\ /\ / 6" \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ i \ \ \ \ \ \ \ \ \ \ \ /i /i /i /i /i /i /�/i i /i /i /�� TOW AWAY ZONE TOW AWAY ZONE TC 240.5 6" -- 2'-0" . . , , , , , Ciii , _F 6„y 7„ CONTINUE STONE BASE PROPOSED SPOT ELEVATION COMPACTED SUBGRADE `— 4" 21-B STONE VAN FROM ADJACENT PAVEMENT PARKING COUNT 6' ABOVE ACCESSH.E 6' ABOVE SECTION UNDER CURB VDOT STANDARD CG-6 CURB & GUTTER CONCRETE SIDEWALK JOINT DETAIL FINISHED FINISHED GRADE GRADE No Scale No Scale VDOT STANDARD CG-3 41' SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS No Scale TOP OF CURB !. R=2 I I RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON \/\\/\\ VARIABLE WIDTH' NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2% SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. ° . ° ° ° 611 » 6 ° d SIGN SHALL BE PLACED ON STEEL POST SEE DETAIL. I ......... STEEL CAP 7' OR AS SHOWN IN PLAN. SLOPE NOT TO EXCEED 1: 12 WHEN ALONG SIDEWALK ° SURFACE..:.::: �/ / / ° 18"/�\/� ° VDOT A-3 CONCRETE ADA PARKING SIGNS 6 DIAMETER HOLLOW STEEL PIPE COAT YELLOW) a _ v 4. a.6, .' \� \� q� BASE \//\//\ a a. ° FROMCONTINUE 21B STONE BASE AD ADJACENT PAVEMENT NOTE: SIDEWALKS SHALL BE / 4" 3,000 PSI AIR -ENTRAINED CONSTRUCTEDIN ACCORDANCE WITH CONCRETE COMPACTED SUBGRADE 4 TYPE 21B STONE No Scale 4 (POWDER a ° ° EP/ FC//\\//\\/ _ a. SECTION UNDER CURB VDOT STANDARDS. 611 VDOT A-3 TOP OF CURB CONCRETE STEEL SLEEVE ° UB BASES V v m.' - . a DENOTES AREA OF CONCRETE SIDEWALK 1 OR AS SHOWN ON PLAN PAVEMENT WHEN NOT ALONG SIDEWALK p d ° 7.51 r \ ::SURFACE Q ..-..... \//\/j / \/\/\ ° BASE �`a � 4 °00 4d.op .�: o•oQodM A p04o odO •$o. •?'� o Bo09.�° o.o�o o°oop •oopo do0 p,� q 0�py •.o •O , I I 91 I —III a O I I—III—s I •I 'OI ° T I I • ° ° I�iiii: ii----il CURB WIPE DOWN DETAIL VDOT STANDARD CG-2 CURB CONCRETE SIDEWALK PAVEMENT SECTION No Scale No Scale No Scale ° ° a 3.5' . 2'-0" DIAMETER CONC. FOOTING o p o o p o o SUBBASE] p .a : 3,000 PSI @ 28 DAYS HANDICAP SIGN EOP LOCATION (VAN) HANDICAP SIGN EXPANSION JOINT WITH PREMOLDED EXPANSION 1/4" SEALANT d a 1.5" ALUMINUM LOCATION (TYP.) FILLER, ZIP STRIP OR NON -SLIP BROOM FINISH EQUIV., SEAL WITH WWF 6x6 W2.9xW2.9 CONTINUE 21B STONE BASE SILICONE SEALANT �\ 2„ + FROM ADJACENT PAVEMENT SECTION UNDER CURB NOTES: FACE OF CONCRETE BUMPER CURB ° - 8" 3,000 PSI AIR ENTRAINED PORTLAND �° ° < a°° 7 1. PROVIDE SHOP DRAWINGS FOR PAINTED BLOCK ANCHOR WITH PER 2% MAX. 18 18 ° ° CEMENT CONCRETE REMOVABLE BOLLARD DETAIL HANDRAIL FOR REVIEW PRIOR TO CONSTRUCTIONS 2. RAIL ON BUILDING SIDE OF RAMP TO S-011 BE MOUNTED TO 5/8" REBAR IMBEDDED 24" IN GROUND VDOT SPEC. PAINTEDNo _F4" STRIPE�ale y 8' 5' 8' 11' 5" i 91 € (TYPICAL) TYPICAL VAN 11 o 0 0 0 0 0 0 0 6 TYPE 21A STONE COVER ��/\/��\/�//�//\\/� ----- COMPACTED SUBGRADE (CBR 11.2) SH CURB (PARKING LOT) L Scale SIGNAGE NOTES: 2 BUILDING FACE. ACCESSIBLE ACCESSIBLE DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH 4 MAX HANDICAP SPACES REGULAR SPACE THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY SL /\\ \\ / / //°4 a° REVISION THERE TO: A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. P AS SHOWN IN PLAM MAX. 1:12 \\\/�//� ^� a : a TYPICAL PARKING SPACE DETAILS HEAVY DUTY CONCRETE SECTION \\\\\ \\ ° ° a B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. ° ° . ° a. ° No Scale No Scale EXISTING PAVEMENT PROPOSED PAVEMENT RIVER STONE (8" DEPTH) C. THE VIR�GINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE ° NON -WOVEN GEOTEXTILE FABRIC ////�/ d" d \ SPECIFICATIONS. D. THE 2000 INTERNATIONAL FIRE CODE. € ;---::: 2" ASPHALTIC CONCRETE SURFACE \\ \\ :: —.. , : _ .: > COURSE SM-9.5A VDOT CURB (SEE DETAIL) / / /\/\ r \ \ /\/\/ o 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER _ r 1 ! :.°.. I ::. :...:w .. : I I ........... ..... :...... r :.. :: :...;...3:.........:...:...:: :I !:: - i ---- - '' -' '-""-' --'- :. "-'- -€ ........... E -- € ' - € -:: f -..1 .:........ ; a- SAWCUT THROUGH a MATCH EX. CROSS NOTE: PROPOSED J � — EX. SURF CE w SLOPE UNLESS OTHERWISE PAVEMENT MUST TIE U x COURSE - " 3 INTERMEDIATE BASE COURSE - BM25.OA o 0 0 0 0 CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN .::.. ... . .... . ; ; € €;' ;'- ' MAX 6' SPECIFIED ON PLANS IN WITH EXISTING PLA X W o 0 0 0 0 0 0 NOTE 1 ABOVE. 3. ALL SIGNS AND P MARKINGS ARE TO BE FURNISHED AND ............. _ ..._ PAVEMENT w &REMOVE PAVEMENT 2' MIN PROPOSED SURFACE ' 0 8 TYPE 21-B AGGREGATE SUBBASE COURSE INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND CORE DRILL CONCRETE FOR 2" ± COURSE DENOTES GRAVEL FILTER STRIP ON PLANS QED INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. HANDRAIL POST, EMBED HANDRAIL A MINIMUM OF 6" BELOW FINISHED EXISTING COMPACTED SUBGRADE SOLID WHITE LINE 24 (TYP.) STOP GRADE AND GROUT TO THE FULL DEPTH OF EMBEDMENT TYP. PAVEMENT MILL EX. SURFACE COURSE BASE COURSE SAWCUT EX. EDGE OF PAVEMENT AGGR.000RSE DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS FILTER STRIP DETAIL GRAVEL F No Scale 1 2 FROM EP OR FACE OF CURB 12' ADA RAMP AND HANDRAIL DETAIL PAVEMENT REPLACEMENT JOINT DETAIL HEAVY DUTY ASPHALT PAVEMENT SECTION 7-1/2 6' LENGTH STD. (VARIES) R1-1 No Scale No Scale No Scale 5" NOTE: STOP SIGNS TO BE 30" WITH STOP BAR DETAIL NOTES: 1. FINE BROOM FINISH ALL STAIRS. HIGH INTENSITY SHEETING NO SCALE 2. RAIL ON BOTH SIDES OF STEPS (IF NOTED) ANCHOR WITH V REBAR 3. SEE PLAN FOR RISER HEIGHT " - . - 2 ASPHALTIC CONCRETE SURFACE IMBEDDED 24" IN GROUND; METAL INSPECTION FRAME W/ SOLID LID 4. MAX. CENTER TO CENTER SPACING BETWEEN o`._ cj':'.c`''o o' COURSE - SM-9.5A 0 0 0 0 0 2 PER WHEEL STOP EXIST GRADE (NEENAH R-1975 OR EQUIVALENT) STAIR POST TO BE 6'. ADD CENTER POST IF NECESSARY TO MAINTAIN MAX. SPACING 0 0 0 0 0 0 0 SOLID WHITE LINE _� X' CONCRETE COLLAR 1.5"ALUMINUM 12" MIN o 0 0 0 0 8" TYPE 21-B AGGREGATE SUBBASE COURSE CRUSHED STONE BEDDING 6" Dl CLEANOUT\/A�\/��\/i�\/�\�\/i�\/\\\/��\/i�\/ RAIL TYP. (TYP.) (TYP.) o 0 0 0 0 o p 6' 2 2 "' PLUG AT END OF 1LINE 3,-01, (TYP.) EXP. JOINT COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) PRECAST CONCRETE WHEEL STOP No Scale (TYP.) (TYP.) FINISHED .......:.:.:.:..:.:...:....:...:. DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS 12" MIN GRADE ." SIGN CONCRETE (TYP.) (TYP.) STRIPING AND SIGNAGE DETAIL CLEANOUT DETAIL No Scale No Scale LIGHT DUTY ASPHALT PAVEMENT SECTION STD. U POST .: °° . T-0" �/2„ GALVANIZED R ° (MAX.) , s No Scale FINISHED 1 GRADE SH rWi EXP. 8 CORE DRILL CONCRETE FOR 1.5"-2" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A FOR DESIGN OF BACKBOARD REFER JOINT 5 HANDRAIL POST, EMBED 6 "NATIONAL FEDERATION OF STATE HIGH 1/8„ HANDRAIL A MINIMUM OF 6" SCHOOLS ASSOCIATION" & "THE VA. HIGH (4) OUTDOOR WASH °�_ BELOW FINISHED GRADE AND * "FAN" SHAPED 4'-0" SCHOOL LEAGUES" BASKETBALL GOALS ° ° GROUT TO THE FULL DEPTH o v POST TO BE DRIVEN METAL BACKBOARD/SUPPORT/BASKET a OF EMBEDMENT (TYP.) D (SEE VDOT DETAIL STP-1) BACKBOARD WITH NET(SEE 8" 5" # 57 STONE � g-. �. � � EXISTING AGGREGATE BASE RIM DETAIL THIS DWG) + #3 REBAR (12" O.C.) 9" ° ° tl ° 2 #5 REBARS, BOTTOM CONTINUOUS, 1 -0 ° O 311 LAP 2 -2 AT SPLICES/\/\/\/\/\/\/\/\/. / / / i \\/\\/\\/\\/\\/\\/\\/\\/��• COMPACTED SUBGRADE 2. BASKETBALL c,) 10, 8.83' „ STRIPING 3 COMPACTED SUBGRADE MILL AND OVERLAY SEQUENCE: REMOVE EXISTING ASPHALT. COMPACT AND ROLL TEST EXISTING BASE COURSE. -THEN PLACE — 3.75' 13.75' NEW ASPHALT SURFACE. 1 10'-0" 1---12 12'--1 4" DIA. 65' EXTERIOR STAIRS MILL AND OVERLAY PAVEMENT SECTION SIGN AND POST DETAIL GALVANIZED ' " 6 12 No Scale No Scale No Scale FINSHED PIPE FORMED ISURFACE UPRIGHT 4' 15' R6.17' R6' COURT VVWF #4 BARS VERT. 6X6-W2.9XW2.9 @ 12" O.C. R3.17' R19.75' ` 4" DIAMETER STEEL PIPE #4 BARS LONG. 6" 1'-6" @ 10" O.C. `.' ; ;: CONC. FOOTING I 5 25' L 3'-6" FILLED WITH CONCRETE. BOLLARD SHALL BE PAINTED YELLOW 0 0 0 0 0 0 0 6" TYPE 21-B AGGREGATE BASE COURSE 41 VARIES �. ANCHOR PIN :.:',- ;�':: 10.75' -' PAVEMENT o o O O o p 2'-1" MAX. 6 5 SIDELINE 2-0 DIAMETER CONC. FOOTING .° \\/\\/\\/\\/\\/\\/\\/\\/\\ X 611 ;r INSTALL VAPOR33 2' TO EDGE OF 3,000 PSI @ 28 DAYS - ' /�/�/�/�/�/�X COMPACTED SUBGRADE 1 -0 MIN. PAVEMENT ., BARRIER FOR INTERIOR . } '� STANDARD BASKETBALL GOAL OUTDOOR BASKETBALL COURT LAYOUT APPLICATIONS 11 FINISHED 6 VDOT NO SCALE NO SCALE GRADE NO.ONE 3'5 ° DENOTES GRAVEL SECTION ON PLANS 811 TURN DOWN SLAB DETAIL TYPICAL BASKETBALL COURT LAYOUT IXED BOLLARD DETAIL [N�o GRAVEL ROAD SECTION No Scale No Scale Scale No Scale T ° 1 r ,ti <'e! 2 ,'0 u 3 :.. Nftii r• s TIMMONS GFO"UP A ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number VMDO Project Number Checked By Designed By Drawn By 002-34-00-101 1284 Bryan D. Cichocki _Z ' U Lie. No. 53741 ,6� �S"10NAL �1 ISSUES AND REVISIONS B. CICHOCKI K. ROESER K. ROESER NO. SUBMITTAL 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 2 FINAL SITE PLAN RESUBMISSION #1 3 WPO PLAN RESUBMISSION #1 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 5 SIGNATURE SET DATE 10.AUG.2020 25.NOV.2020 02.DEC,2020 05.FEB.2021 18.MAR.2021 NOTES & DETAILS C1. 1 �Il�lai UUINU U UKti HIV U UU I I CK ULHJ�7 3H, i ' s !o caiculate me overan cnannei cepur auu canna I-t.0 I to Invert Uepui. 2 5 ! \, t End Cap` 3. This catch basin kit includes a polymer concrete top, removable Quuflok locking bar, trash bucket and plastic base. Select an appropriate grate. (f'e=3,000 PSI) CONCRETE FIRELANE �.. _ t. ,', 4. This catch basin kit includes a polymer concrete to removable Quicklok locking bar, deep trash bucket, plastic riser and plastic base. Select an appropriate rate. 1 i P Y P, g P8 w--- . ---------------------= i I J i Outlet flow rates axe Outlet ProsluE i]ttlet S[ve Inxert GPM GAS,: Note: These are tine ppe flow _ / - " ,1 „ 'Y-------- FIREtANE EDGE ° "�z-` - t-' CUMPAC TEU SANDY . ;- rates at the specified outlet, m Specifications Ptater absorption 0.07% cast in by the manufacturer to ensure maximum / 3 `+ u, t -� 'iHEATA1ENr AREAS .`�� `'' h� ,v + yF ° GRAVEL ROADBASE Sc11 � ' Iiep ll NOT channel flow rates.'Catc C .ten..Frost roof YES homogeneity between polymer concrete body and . ` i+; oa in Row rates are w tho t 1 Bell end Salt proof YES edge rail. Each edge rad shalt be at least 3 32 fx' a: { A Bottom outlet K2-QD 4" round 7,57" 153 0.34 trash bucket- wing trasb to fit General g 1 „ Q p A Bottom o4Jlfet K2,Q4:0 4" round 1 .75'.". 216 .4€48' o cket reduces flog. a" v 6' Sch. The surface drainage system shall be ACO Drain Dilute acid and alkali resistant YES (2,5mm) thick. 11 / 1 R D MOTE, s Bottom outlet -K2-00 6" round 7,87" 344 0.77 D [r ao pipe K200 complete with gratings secured witti'Qtackl-ok' y�'' $" The norninal clear opening shall be8"(ZO0..rnm)with Grates \ - �� THIS DETAIL IS SCHEMATIC IN NATURE. DESIGNER SHALL SPECIFY SPACING AND DESIGN OF EDGE - u er i .�,..q locking. as manufactured. by AGO, Inc, or approved - - - - TREATMENTS. SPACING WILL VARY WITH TURF TYPE SLOPE, FIRE DEPARTMRprT REQUIREMENTS, ETC.. $ B6ttOrl'f outlet K2 {.40 :6 To nd. 15.75 ? 8 �_ 0�; C - overall width of 10,24".(260rmm�). Precast units Grates shall be specified, See: separate AGO Spec / p a C End outlet - K2 00 4" round 7.87, 132 0.29 equal.shall be manufactured with ether an invert slope of biro grate sheets for details. After removal of grates / p D p End outlet T K2 40 4" round 15,75 202 0€45 t.zs t zn,rn)Q :, . P 4 T`) Materials 0.5/s or with neutral invert and have a wall thickness and' w bLok' bar there shall be uninterrupted End outlet - K2-10 6 round 9,84" 320 0.71 The trench system bodies shall be manufactured of at least 0.50" U 3m T ). Each un!t tw.11 feature a access to the trench to aid maintenance. �P 1 " partial radius In the trench bottom an a male to // N07 70 SCALE b XX; End outlet-iK2.40 6 round 15.75 -: 43T Qk from polyester polymer concrete with the minimurn female interconnecting end profile. Units shall have Installation E Type K2 902G 4 round 25 33" 2b3 0.59 properties as follows: horizontal Cast in anchoring keys on the outside The trench drain system shall be installed in 4" round i; 31.83 ;; . 2.97 f} ', wail to ensure maximum mechanical fond to the accordance with the manufacturer's installation v o v ° ° 3 OF] F 1Type K2.9f}2G Compressive strength: 14,000 psi o ° ° ° ° G Type K2-902G 4 round 23 76 254 0.57 .Flexural strength: 4,000 §, Surrounding bedding material and pavement surface, instructions and recommendations: 4" MIN. ° ° ° ° ° ° H Type K2•[k2G 6 round ... 31 88' 658.. 1:9f7; p The galvanized steel edge rail wilt be integrally ° ° ° v I Type K2-902G 4 round 23 91 255 0.57 \� INVISIBLET K2 �Q2G 4' round :: 30 4Q :: 290 5.5 P,VE �\ z\ K Type K2.902G 6 round 24 68' 570 1.27 ;,.. ra.I_..I,... L TypeK29a2 4"round 24I3"' 256 05i7 ACO, Inc. SPEC „ „ Northeast Sales Office West Sates Office Southeast Sales Office Electronic Contact: 6 7 2 -� M Type K2-902G 6 round 31 82 658 1.St7 9470 Pinecone Drive 825 W. beechcraft. St. 4211 Pleasant Road info@ACODrain.us CONTINUE 21 B STONE REINFORCED TURF DETAIL (...... hype K •9o2G "rollnd 26 294 © Mentor, OH 44060 Casa Grande, AZ 85122 Fort Mill, SC 29708 wsvbY.AG'ODrain,us COMPACTED BASE FROM ADJACENT No Scale o Type K2 902G 6 round 31 26 651 1.A 5 TeL (440) 639.7230 Tel: (520) 421.9988 Toll free: (800) 543-476499 ¢ WO t42-9f}2G $ round 31 82 ' i 149 2 56, Toll free: (800) 543-4764 Toll Free; (888) 4949552 Fax: (803) 302.1063 SUBGRADE PAVEMENT SECTION Q Type K2902G 6 round 30 32 640 1.43 Fax: (440) 6397235 Fax: (520) 421.9899 Type K2 9(}2G. , , , :: round 23 I.9"_: 251 fi 56 @ April 2018 ACO, Irc. rl a mfrr-liv, is bcIeved to be, accwe!e b.A i'., nut guaranteed to be so. we r arvut as_ume !ieotl:ty fw results that buw oLtau,s rrith cur product »a UNDER CURB DIRECTION OF FLOW S Type K2.902G 4" round 29.9M" 288 0.64 \ since conditions at use �re beyond the cono0l of too omparj. its the cuciomer; m_p auibl toe+afuate. swiaollwy and safetynt product iw In c ause,A O, Inc FROM PATH P eservestnei 4iochaned4 rodtrtand speckahos,,Atcutnpdce. - 3: 5 p April 2018April / - / EQUIPPED WITH CHARLOTTES- .. '�"""""' �'-.".:`.I�'�',,'; �1�_IJ�' �' �4"��" � - ""�"" " \ UMPS HINGE . - A Z� THE LOCAL STANDARD, C:.i-�,i.,I,�"I't��,i-,;il::��.',,��l,'�'29��2 M'3�;bing:.Dfl' ".X?"""01015 DUMPSTER I 1 4 x 4 METAL POST UNLESS 6' MIN LENGTH OF BRANCH VARIES -- \ 18"-22" 1."p.@-. 11,30 - ) 1 x 6 TRIMMER 7 CU, FT. ALVE BOX 0 .... . . ".. 61 V__ \ 0 � �_� 1 x 6 SIDING . 11 ..... I I I I I , , 6" GATE ma"IMMONS GROUP"" DUMPS 0 [I d 8,_ 8 " - 1_�` _"_��__L__L_ 1 12" CANE BOLT5 /-_� \ 17 42"MIN V 11.11 V VALVE . I *. I , .) �# Zq� YOUR VISION ACHIEVED THROUGH OURS. \ *1i11\_BOLLAR0 (TYP.) I OUTSIDE ELEVATION J SIDES OUTSIDE GA TE VIEW '? . .; " . ,: TEE 1 14'-5" 1 . I -_ I I ) SOIL. STEEL PILE I--, 1-11 I . S TONE -_ I - WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS . 0 RIMMER ' ._� I A HYDRANT IS LOCATED IN A FILL, IN ADDITION I 1 1 I . . I I I I W1 TH TURNBUCKLE ZZZ-- -_ ZZ__ -_ CONC.-I-_:::�H BE USED AS ADDITIONAL SUPPORT, I I I 1� '__�__� __�_�'. .. emarle Cotoy FRA --- 0 �� ".1 ____ 1 - SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE, ut)iic Schools 2 x 4 RAILS < I 11 . . . . I ME _""�' _� �_ 12 " 2. MAINTAIN A 3 1/2' MIN, COVER FROM THE MAIN TO THE FIRE HYDRANT P "� --i i '__� POST ELEVATION ( INCLUDING DITCHES ) _... 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND ___ . I 1 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE: DITCH. - INSIOE ELEVATION 3 SIDES _� !I (� - I I I IT IS NOT ALLOWED IN THE DITCH, _"_�5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP ALBEMARLE COUNTY PUBLIC SCHOOLS _5 " r HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION� IF NOTE.- ALL LUMBER SHALL - 3ASTER WHEELS REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE BE PRESSURE TREA TED PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. CROZET ELEMENTARY DUMPSTER ENCLOSURE DETAILS - TYPICAL FIRE HYDRANT ASSEMBLY DETAIL SCHOOL ADDITION, N.T.S. . N.T.S. RENOVATION AND SITE 1. METHOD "N' PIPE BEDDING SHALL BE USED FOR ALL TYPES OF PIPE CULVERTS WITHIN THE . : TD-8 1407 Crozet Avenue, Crozet, VA 22932 APPLICABLE HEIGHT OF COVER RANGE NOTED IN THE STANDARD PC-1 TABLES UNLESS I 5r 1 2. H - HEIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FINISHED GRADE. I 2'7," : 12 GAUGE YI6" HEXHEAD '_�� - SQUARE TUBE SIGN POST - G' .1 - - �' .1 . .3. b - EXCAVATION DEPTH AS SHOWN ON PLANS OR TO FIRM BEARING SOIL. : . # . I[ � ��'�'�__ SHAPE TO ELEVATION . . M" 16 GRADE 8 SERRATED . OF MID -POINT p LANGE NUT TORQUE FREE BOLT \ �' - 1 �z GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL . ; UPPER SLIP BASE OR I . HAPE TO I 1. D - OUTSIDE DIAMETER OF PIPE. : '/2" - 13 GRADE 8 CAST IRON ISLIP BASE I/," X % FILLET WELD - , . III - VMDO Project Number 1284 . S . - INSIDE : TORQUE FREE T % �' TH LOCKNG WEDGE I I - 1 3. X - WID H OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. : M_ . . 1 . V_ - __ 4 511, 1 4. WHER JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. - a : � E DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR . __ %"-13 USS FLAT WASHER WASHER SHIM - 4' MAXIMUM STUB HEIGHT I ..' NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE (EX EPT PLASTIC PIPE) � 0 (2'/z" RECOMMENDED HEIGHT) . .. 30�1 AND LESS IN DIAMETER WITH HEIGHT OF COVER 15'OR LESS. I !/?'* - 13 GRADE 8 LARGE �-_ . . ��' , , .. . :. / 1 5. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR I 8I,___ _ ----- - MI q FLA�NGEO SHOULDER BOLT V=�;l . . I I : . . . I I UP . : �. � '/�� 'A . ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE) 30" AND INITIAL BACKFILL a. 0 VARIES - WASHER SHIM .1 ,ty 5'��_� 1 - . :_ 1. LESS IN DIAMETER WITH HEIGHT OF COVER 15'OR LESS. a ; . : 6. BEDDING MATERIAL AND CLASS I BACKFILL MATERIAL MAY BE ELIMINATED FOR SHOULDER MIN. ��_�� I . . . .. 11 SLOT INLET DI-13) OUTLET PIPES INSTALLATIONS. MIN MI . �TJN. � i SLIP BASE BREAKAWAY PROFILE DETAIL '. . I ' �.';.' SECTION A -A 1. S, - OUTSIDE SPAN DIMENSION OF PIPE. ' I q I I- H : MULTI-DRECTIONAL COMBINATION 1 2.52' - 2. S2 - INSIDE SPAN DIMENSION OF PIPE. I \_ 7- R TRANSITION BETWEEN . 4 k * STABLE SOIL ROCK ! IMULTI-01RECTONAL COK48INATION I A P T IN DROP INLETS 3, R - OUTSIDE RISE DIMENSION OF PIPE. ANCHOR/SL PIPES ARE ENCOUNTERED. 4. X - WIDTH OF CLASS IBACKFILL MATERIAL 13EYOND THE EXTREMITY OF THE PIPE. ! 0.3125" R 61, , I I . �& X - 12" WHERE S2 15 LESS THAN 36", * OF THE TRENCH. REMOVE ALL ? SLIP BASE BREAKAWAY DETAIL . 'i C Y-6 - X - 1811 WHERE S2 IS 36" AND GREATER I MINIMUM WALL F L I . 5. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR J I Q ! THICKNESS IS 0.34"" L % NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE S2 IS 38" OR STONES TO INSURE 'rHE PIPE DOESN'T REST ON ROCK AND I 6'/'G 0 �4)' NOTES: , � � \ \ : 6. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR THEN COMPACT THE SOIL OR PRO�ADE A 4" BEDDING OF a 0 . __ihL�_� ; I OINAL SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH \ \ . . ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S2 IS 38" OR LESS AND #68 STONE. L 3" 3.6 " . ;1Z THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED . I SLOPE TO DRAIN HEIGHT OF COVER 15'OR LESS. I ON PLANS OR WHERE INVERT \ - WATER SEWER : I T I I OF PIPE IS ABOVE INVERT OF TO INVERT 0 MATERIALS: -_ "_ R STRUCTURE. OUTLET PIPE TUBE. RECEIVER - __�' I I A L"..-IJI-1 I MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED / E �:" F IN ACCORDANCE WITH APPLICABLE STANDARD // ,I > ?U ASTV A500 - - F OR SPECIAL DRAWING. I 1. S - SPAN DIMENSION OF PIPE. d P GRACE B TUBE -1 _�� THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A I U PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR & , I - . FOUNDATION IN POOR SOIL UNDER -CUT CONDITION PLATIE - ASTM �_� - _. C' CLASS CI EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE �i.::.:-:'It...... IIIII 572� GRADE 50 : (TYP .) F P TO V IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, � :�.'�'::.::�.'.�.'..:-:' ...I;. i �� I L REDI-TORQUE MULTI -DIRECTIONAL BOLT ON SAE1035 STEEL U � - . I. 3 8 - SEE PC-1 TABLE FOR APPLICABLE PIPE MATERIAL : 0 BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE '.i .: . � FORGING SLIP BASE SHA_ BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE I :`.�':::��':-.i"��.' : :'.!"- . UTILITIES ! TOP FOR 21/2" SQUARE POST WITH OF 4. x - WIDTH OF CLASS IBACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE, ! ' CAST IRON LOCKING WEDGE B. CICHOCKI THE COARSE AGGREGATE SHALL REMAIN EXPOSED. A I � x : 12:: WHERE S2 IS LESS THAN 36". (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) � 'I� DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE I . I . , I ; PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED - - - 5. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR ; Y�" HEX INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE S2 IS 35" OR ; TOP POST RECEIVER/ AD 2Y," ly� Designed By CONFIGURATION AND FLOW LINES. ; - K. ROESER LESS AND HEIGHT OF COVER 15'OR LESS. ; FOR 2V2" SQUARE POST 'AD - � SECTION B-B INITIAL BACKFILL--\ 4 MI ' : - PLAN 6. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR UNSTABLE 84 B., . 8I, a ;�� � ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S IS 35" OR LESS AND 8 I T IN MANHOLES HEIGHT OF COVER 15'OR LESS. EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM 7 NOTES: (�)"/'6 1. lip Drawn By KROESER SOIL-,,,, � MI - M1 I ,MIN MIN. WATER & SEWER fl V" t-� '1z" - 13 THREADS - - _,�_ - 30' MINIMUM 1. iIGHTEN THE TORQUE FREE BOLT USING THE LARGER -Y," HEX HEAD, HEAD I , .' - _ - #68 STONE ; THEN LOOSEN THE BOLTS BY THREE COMPLETE TURNS USING THE Y4" '.; ;' '. ,.,. . . . EX HEAD. RETGHTEN EACH TORQUE BOLT USING THE SMALLER Y,G' SHEET I OF 1 1777�7 MANHOLE & INLET INVERTS 302 REVISION DATE �SHEET 1 OF I . . , 11��.' APPROVED BY A, -, - - SkCiFICATION A COPY OF THE ORIGINAL SEALED AND SIGN-ED DRAWING IS ON FiLE IN [HE CENTRAL OFFICE. _____ I LATION OF PIPE CULVERTS & STORM SEWERS ROAD AND BRIDGE STANDARDS �' k: I,. ' , 106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION 107.00 A N�' ABLE SOI '*'� : SQUARE TUBE SIGN POST ROAD VIRGINIA DEPARTMENT OF TRANSPORTATION 303 _S'T' C ZST ' ROCK : AND BRIDGE STANDARDS X SEE PART 3, PARAGRAPH Di SEPARATION OF WATER & SEWER SYSTEMS. : 700 NO PROJECTION OF PIPE ABOVE GROUND LINE NOTE : � TOP OF FILL - TOP OF FILL -A TOP OF FILL ; rr-12 Section 2721 A __'1*1 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. i NOTE; COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLO'NINC;t LN D :�� . - - __ __ ____ 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED I . � THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. DETECTABL SURFACE (AREA IN SQUARE YARDS) ___��N�x . __ - '�GRO NO LINE z ==_"_:::::�_ EACH OF THE ABOVE ITEMS 15 A SEPARATE PAY ITEM AND SHOULD Engineered Surface Drainage Products -------- --- -,-- UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT BE SUMMARIZED FOR EACH CURB CUT RAMP. - _-Ir -1 .0 '=V=H�-W_ - 1, I H= 11 ABOVE 2. ; DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR _,L_ ]!=I Ili III Ill- i=! I 1: H =11I ""'.VA ECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK . I 11�1 : THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE 1 48:1 MAX - . ROCK GR - , ";-. 11 ; WARNING SURFACE' ,V4D SHALL BE SUBMITTED TO THE STANDARDS AND PVC surface drainage inlets shall include the drain basin type as indicated on the contract drawing and referenced within the contract specifications. The ductile � t M I � " :: 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. SPECIAL DESIGN kCTION FOR APPROVAL. . iron grates for each of these fittings are to be considered an integral part of the surface drainage inlet and shall be furnished by the same manufacturer. The 0 1 0 � L -1 '�� - 0 1 x 6 1 11 / 11 V M Idom, () I - - I I , -ill SOIL � k"e' 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED 1. ; SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 1. \ `�\_ Jivision of Advanced Drainage Systems, Inc,, or prior approved equal. - . !� FLOOR OR BY USING PERMISSIBLE CONSTRUCTION surface drainage inlets shafl be as manufactured by Nyloplast a r ,�- F0i I 0 -Flil" BEDDING JOINT WITH REQUIRED BARS. - - ,- I I I , , . I . _1 t , - �W' MATERIAL 4. � IF RAMP FLOOR 13 PRECAST,HOLES MUST BE PROVIDED FOR DOWEL BARS SO 8' I I E,I I 1�_ I ID I EJ I 1�1 11 I / � ! I THATAA JOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF _lGo MAX MATERIALS f � t i __1_' I U�m_" LI =1 - : PREC D RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. ' �� 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. : I X X ;: BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR configuration. The drainage pipe connection stubs shall be manufactured from PVC pipe stock and formed to provide a watertight connection with the specified MIN. 1/10 D- - X -1/21, PER I'OF H MIN. 1/10 J - I � CONCRETE COVER 1$/2". The drain basins required for this contract shall be manufactured from PVC pipe stock, utilizinga thermoforming process to reform the pipe stock to thespecified __ X I- BEDDING X BEDDING 5. � REOU fiE BARS ARE TO BE NO. 5 X 8" PLACED V CENTER TO CENTER ALONG TYPE A -r plastic pipe using flexible elastomeric seats. The flexible elastomeric . 8" M FOUNDATION SOFT, YIELDING, OR 6. I CURB CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS I'll pipe system, This joint tightness shall conform to ASTM 03212 for ioints for drain and sewL - . AX. 24" - _�_ : seats shall conform to ASTIM F477. The pipe bell spigot shall be joined to the main body of the drain basin or catch basin, The raw material used to manufacture NORMAL EARTH FOUNDATION ROCK FOUNDATION . ARE INCLUDED IN PAYMENT FOR CURB I I 11 - 1 5, MIN the pipe stock that is used to manufacture the main body and pipe stubs of the surface drainage inlets shall conform to AsTM DI 784 ce I OTHERWISE UNSUITABLE MATERIAL . / CURB AND GUTTER. ... ...... . DUCTILE IRON WATER I , By T I . BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED .. 2:1 MP-4 PIPE PROJECTION ABOVE GROUND LINE UTILITY LOCATIONS & EASEMENT WIDTHS ! HE ENGNEER THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 12:1 MAX ; AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY - The grates and frames furnished for all surface drainage inlets shall be ductile iron for structure sizes 8', 10'. 12", 15", 18', 24', 30' and 36' and shall be made J CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING. PROPOSED, . MIN. 1.5 , D - MIN. I * 5 � D I ?AIN. 1.5 � D I MIN. 1.5 � 0 MIN. 1.5 x D I � MIN. 1.5 . O 1 AS SHOWN ON PLANS OR AS DIRECTED Bf THE iNGINEER. AND SHOULD NOT TYPE 8 specifically for each basin so as to provide a round bottom flange that closely matches the diameter of the surface drainage inlet. Grates for drain basins shall be - '_ I PIPE INSTALLATION & BEDDING N TS : OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS _i�_I ! BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LICHT POLES, FIRE manufacture of the castings shall conform to ASTM A536 orade 70-50-05, Grates and covers shall be provided painted black. ,or- T P FI 101- F FILL I ,/- TOP 0 L -I NTS : HYDRANFS, DROP INLETS, ETC. capable of supporting various wheel loads as specified by Nyloplast. 12' and 15' square grates will be hinged to the frame using pins. Ductile iron used in the � 0 OF LIL I - -1 TOP 0 �� F FiL� FIG, W-1 ! ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL 8. : RAMPS MAYBE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT -3.1 -,,A" \ \1 The specified PVC surface drainage inlet shall be installed using conventional flexible pipe bacKfill materials and procedures. The backfill material shall be : = - ... ... ;� .-:.:-'.v.'- :... . * ..:; :=. : THE URB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND /D_2 .~ ^ crushed stone or other granular material meeting the requirements of class 1, class 2. or class 3 material as defined in ASTM D2321. Bedding and backfill for �' L�= X . .. ,-,- � =:� 11��1111�1111�"' ". I "I ��11�111 _-�_' �_ : PERPENDICULAR TO THE CURB. - _ surface drainage inlets shall be well placed and compacted uniformly in accordance with ASTM D2321. The drain basin7body \,vill be cut at the time ofthe f 1� N .4... I inal . - :' 6 INF , :: GROUND I 1. I TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RAD0CANNOT 11 a[ grade height. For load rated installations, a concrete stab shall be poured = - . . .. . 11 : ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK 11 grade. No brick, stone or concrete block will be required to set the grate to the fin - I E L__�� .- LINE I ; .. 1E I I = a "_ ,- I I - I i TRAFFIC, REFER TO STANDARD CO-13. COMMERCIAL ENTRANCE �HEAVY under and around the grate and frame. The concrete slab must be designed taking into consideration local soil conditions, traffic loading, and other applicable , - I I ; TRUCK TRAFFIC) FOR CONCRETE DEPTH. IN 11 I F-11 7 r - =I- , I N i = 7 4' MIN AT X 2" HIGHER THAN design factors. For other installation considerations such as migration of fines, ground water, and soft foundations refer to ASTM D2321 guidelines. 'T I " - ' 1, I , � i . 10. I WHEN CURB RAMPS ARC USED IN CONJUNCTION WITH A SHARED USE PATH, --V �- .I- 11 UN-__ I ffi/' .. I'll I ULF . THE WIDTH OF THE SHARED USE PATH. .1iVI'___ _�.. Ig -1 . IT. � WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C ; HE SLOPE AT THE CONNECTION OF THE CURB OPENING 15 , MATERIAL I" OF H - XI MIN. IiF07I6 %f' _L; -P'' � . . I . I I . I PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE : ., - - - D - X BEDDING EARTH : A 4'. 4-LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR MIN. 8 , J _\ - BEDDING MATERIAL PLACE 5' GALVANIZED " WITNESS " POST MTH INTO THE CROSSWALK WITHOUT GOING INTO THE PARALLEL & PERPENDICULAR MAX . 2�" - MATERIAL - I WITH PART V, SECTION G OF THESE SPECIFICATIONS, LANDING AREA MAY INCLUDE THE GUTTER PAN, TRAVELWAY. THIS 4'x 4' FOUNDATION SOFT, YIELDING, OR CAPPED ENDS PAINTED BLUE IN REMOTE AREAS . - NORMAL EARTH FOUNDATION a I I 1. . 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF TRUNCATED DOME , I ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL I 0 / AS D.IRECTED.:MARKER LOCATION MAY BE SUBJECT CURBI AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE _ �:L:2_'t�_ .' - _J I . I I I I . I WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD mBEDDING MATERIAL IN ACCORDANCE WITH I I -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH - t SECT,ON 30 OF' THE ROAD AND DRIDGE = EMBANKMENT NOTES: _10- TO HIGHWAY DEPARTMENT APPROVAL. I .. '' '' THE BACK OF CURB. - - 44� (V 0 0 Q 0 0 C) 0 0 0 0 0 r_ - FqR GENERAL NOTES ON PIPE BEDDING, . ..4. . . . . _� � y [ 0 Q 0 0 0 0 0 0 Q 0 0 0 E)- - PMCLASS I BACKFILL M TERAL IN ACCORDANCE REGULAR BACKFILL MATERIAL IN ACCORDANCE 5 - . ' 4 ' 4RAMP C a WITH SECTION a M WITH SECTION 302 OF THE ROAD AND BRIDGE E INSTALLATION OF PIPE CULVERTS . . : . LANDING I I : 302 F THIE ROAD AND BRIDGE AND STORM SEWERS GENERAL NOTES , 'A . : . , : IN ACCORDANCE WITH SECTION 302 OF ROAD CRUSHED GLASS CONFORMING TO THE . I �� 6 MNIMUM CLASS I BACKFILL MATERIAL PLACED DIRECTLY AND BRIDGE SPECIFICATIONS. SIZE REQUIREMENTS FOR CRUSHER RUN SET DOGHOUSE BASE 41 .. I " EXISTING SANITARY __4L BASE DIAMETER THIS PRINT OVER'PIPE AND 6" REGULAR EACKFILL MATERIAL, �6GREGATE SIZE 25 AND 26 MAY BE . . - : TOP 5IMiEVER - ----- - - DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY CJA MATERIAL 130 VERONA AVE OR 12' OF CLASS I BACK FILL MATERIAL. I I . I I . I . . . . . . . SEWER PIPE '-i- YLOPLA HAS PROPRIETARY RIGHTS. THERECEIPT BUFORD, 30518 SECTION 302 OF THE ROAD AND BRIDGE - _____ I I :. . . . . .. . 6-- - ST ' IN ACCORDANCE WITH USED IN PLACE OF CLASS I BACKFILL. . I . . I . . - . 'i GET TABLE W 1�111 1�k ISSUES AND REVISIONS OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 3-10-00 PHN (770) 932-2443 SPECIFICATIONS. . i � I I DOGHOUSE OPENING SHALL - ' .' .�]` � ' A:1� ' .. SEE NOTE 12 . � - I _VARIABLE FULL INIDTH,2E RAMP FL..R� TECHNI I( Nyl'otla A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. W I I I __' CAL INFORMATION SHOWN HEREIN REVISEDBY NMH PROJECT NO.INAME �.nyl.pfast-u�.C.m -\VDOT TiON . .1 , BE PREFORMED BY .. .. .' �4 : : 4 - DETECTABLE WARNING NO. SUBMITTALREPRODUCTION OF THIS PRINT OR MY INFORMATION TITLE . - INSTALL. OF PIPE CULVERTS AND STORM SEWER I : .'.1 - 4.,. - - " , BETWEEN EXISTING PIPE INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING DATE CONT-A NED HEREIN, OR MANUFACTURE OFANY ROAD AND BRIDGE STANDARDS S a ER OR . . .. '..'�. .' ARTICLIE HEREFROM, FOR TH - DATE 02-21-18 8 IN - 36 IN DRAIN BASIN SPECIFICATIONS I I 0 1 ' ... I . i, . . AND STONE BEDDING - DETAIL E-E DISCLOSURE TO OTHERS CIRC. PIPE BEDDING AND BACKFILL - METHOD "A I SAW CUT TO FIT PIPE . . . . .. . - 1 FINAL SITE PLAN &VYPOPLAN SUBMISSION 1O.AUG.2020 _ SHEET I OF 4 REVISION DATE . . . 11 XVDOT SPECIFICATION . OPLAST. 1'W13wPWg I DING SIZE A I SCAL5 1:1 SHEET I OF I I DWG NO. 7001A10101i REV _7___d 07/19 1 . ' ECTABLE WARNING SURFACE REFEREN I I P RMIS CH FRE OF TRANSPORTATION .- '4. -! .4%, ROAD AND BRIDGE STAND -12 DET 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 VVPOPLAN RESUBMISSION #1 O2.DEC.2O2O FINAL SITE PLAN &VYPOPLAN SUBMISSION 05.FEB2021 5 SIGNATURE SET 18.MAR.2021 NYLOPLAST DRAIN BASIN WITH DOME GRATE 1 .4- CG 12 1 - � - . A CORROSION RESISTANT RUBBER OR OTHER � ----- -1 - < 5. MIN (1, 2) INTEGRATED DUCTILE JRON NO. 6 GALVANIZED STEEL STEP MATERIAL APPROVED BY THE ENGINEER. �� WALL (4 EACH) # 5 DOWELS, 8" LONG --I PERMISSIBLE ,,, 4A',, _ * (DIMENSION MAY VARY WITH MANUFACTURERS 2" C-C - CONSTRUCiION 12:1 MAX, �' \ - "i �Fr7- 11 SHOWN , AROUND EXISTING PIPE . - IT, WITH BUFFER STRIP TYPICAL SECTION I _ ON FIGURE S-1-A ��:�� WITH 3,000 PSI CONCRETE � I I T I I I J I.- I I -1 __._1__-__ I I 1 M.J. GATE. VALVE / �'FE TABLE) " IPAEILI�) 4PA, DEPTH PER PIPE (5) ADAPTER ANGLES VARIABLE f/ . . 2x I NMIN. MANUFACTURING I,--, . A APE5�YU ATCH FACE PLANS[FAKE OFF) ' I I . I ALLOW CONCRETE WRAP EXISTING PIPE WITH BACK OF CURB ROADWAY CURB I R�Q. SAMEASMIN. SUMP) * : I MAX WITH BUFFER STRIP - i ,---' �..� _[ I E )_ OF STRUCTURE . BEFORE FILLING THE OPENING I I 1/4 " . . STEPS WILL BE REQUIRED,IN ALL STRUCTURES WITH A DEPTH OF . I 0 ��M_ � SECTION A -A '. . .. WATER -f I I )m LINE EACH SIDE OF OPENING �= � .7=1 4" ...' - 4'-O" OR GREATER UNLES OTHERWISE NOTED ON THE PLANS. I .... ... -_ I , . 'A -, e ALL STEPS SHAI L PROTRUDE 4y2" FROM INSIDE FACE OF I ERMISSIB�E I WITHOUT BUFFER STRIP � .. ' ' STRUCTURE WALL. I .' CONSTRUCTION - CROSSWALK 1 E: 4"- 36' FOR CORRUGATED HOPE - 6 ya" R .�-I. �. STEPS SHALL WITHSTAND A MINIMUM FORCE OF 300 POUNDS WHEN I I . ". 11.1 � - SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), 11 . STEPS ARE TO BE VERTICALLY ALIGNED AND UNIFORMALY SPACED I I . I SECTION B-B ..' PVC DWV (EX: SCH 40), PVC C900IC905, 1-1 I BASED ON MANUFACTURINGREQ.) TYPICAL SECTION FOR THE ENTIRE DEPTH OF ANY STRUCTURE. 2500 P3.1. I 11 . FOUNDATION SECTION VIEW U7� �1_ 11 A 4 SQUARE LANUING AREA CORRUGATED 8 RIBBED PVC . 1. (DIMENSIONS MAY VARY WITH N PRECAST UNITS STEPS MAY BE CAST IN PLACE. MORTARED I I . ; I I I I � I : : I I I ; I I I I : I . . . I : I OUTSIOE OF TRAVELWAY MANUFACTURER'S DESIGN) INTO HOLES PROVIDED BY THE FABRICATOR,OR DRIVEN. ,CONCRETE . 'y I 12*x 2' BEARING AREA. I :; �: ::::. : � � ;I: I : : PH WATERTIGHT JOINT __// I * MINIMUM OF 3" EMBEDMENT . 1. , . NOTES: FOR CD4ERAU NOTES ON THE DETECTABLE WARNING SURFACE, WITHIN THE L MAR,,E0 �U�������� �� DETAILS ����~�^UU �� NOTES K_�� �� ���_ U�~�UK~�� .V -4;tt � w -J! i " ! — ------ Is -o, \n N N. 2 .. ...................... V t4 N iU N nvv used, A, V. w, PJT�'_ n. "N x AN LL.; . . ..... . n' ......... ... tf� 0 7 s; OE' N4 DO A r, "n st .1 ki 4, . ..... X 's, to 1\41 V.' chilects 4 3 4.2 9 -5-5 8 4 'Vi `ILL COJV�l 10AN-M No"n /* wK k 7 'T Yp, tt V11 d j, To N . ......... 2W E Market Show V, % 0, N s Jii! I Ist N T N A- n 1.. 1 ,% \ n, 7— v A, TE), � In 's .1V x I h I Nt 7, IWIV, 11 1�5, 001 71 5 t� F?f ...1, '.11 ; J; , I `�` "n 4611 _",6)Pff3. 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I -, -11 - - , , I -- �, - --- - . **,7117 .... *** - - — - ------ — - - ------ * .... . ......... -". - -11,11, ........ .. . ............... , 7�,*V, i`e '10;-`�-- ^,�V, -- - ...- -.- ��- -1 - f, .. ............. ........... .�---.-...-...e----::��::�:,.,.���.,- 11 .... � .... . :--',-,'.':.'.'.*�.'.*.*.:=,r7-�7-- .� ........... —11, ........... � .... . ..... �; ��-� �, ............. ". (1111011-111"'f/.161B � -111; I �*.,; �, . 11 ! blv'114 "IN-6, f"'? , -, -, ---- .�,S�-�-.��-,- � * ". 1`15 " 'i ""-' �� , ,I, 11:�.` JINIV OIVT.-69�39�-` f-`�If'?f-1;11 .-J, - — �;,1111 I.... 1-1�1 .. , I �- . " , ��� I , r, , -, ., . " � : i �, '. " I i 11 " i I v ,,.,,,T- . / / UUNO I I-WU I 1UN UUUL11V1t1N I 0. REMOVE GRAVEL � I " 11, 11 . I -, . � . .." 1-- I., "I'll : I / " I "I 1� : : 2. CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT SCHOOL PROPERTY TO INCLUDE BUT IS NOT I �, " � 11 ,-�_J : LIMITED TO SIGNAGE, BENCHES AND OTHER EQUIPMENT. ITEMS THAT CAN BE MOVED SHALL BE RETURNED TO 1� I... 1 I : 11 '� / p, ;",; ..... : 4��-11 ,h�.,.� I I "" OWNERSHIP FOR STORAGE DURING CONSTRUCTION. -� - r " � Ili if ,�--",, F =J��,:', 77, lAr" lf%,'�.- lJ"! �15` RC,P 3. ALL SIGNS THAT ARE TO BE REMOVED SHALL BE RETURNED TO OWNERSHIP. MILL & OVERLAY / I - -- �,1/111 `l�,�:��=.== 1i / "' , , 69. - - * iP-'11!V 01�brl 111.61".2` 1-6'V-11'0,4�1"' 4. ALL MISCELLANEOUS EQUIPMENT NOTED TO BE RELOCATED SHALL BE RETURNED TO THE OWNER. CONTRACTOR --- : .I.- � ,,� 1 / SHALL COORDINATE WITH OWNER ON FINAL LOCATION OF ALL NOTED EQUIPMENT. SCALE V=20' FUEL TANK AND ASSOCIATED UTILITIES, CONTRACTOR SHALL x REMOVE TREE -.1., 11 / 5. PRIOR TO THE REMOVAL THE UNDERGROUND i 1,,,,,,,,,%-,, ,/ . ,,�.�j - PROVIDE A TEMPORARY ABOVE GROUND TANK FOR USE DURING THE WINTER MONTHS OF CONSTRUCTION. 6 2'0 �0, UNDERGROUND TANK SHOULD BE REMOVED PRIOR TO THE START OF CONSTRUCTION OF THE KITCHEN ADDITION. CONTRACTOR SHALL FOLLOW ALL REGULATIONS ASSOCIATED WITH THE REMOVAL AND DISPOSAL OF ------- SAW CUT . I THE UNDERGROUND FUEL TANK AND COORDINATE WITH ALL REGULATORY AGENCIES ACCORDINGLY. I ..... ..... WON) Ard,ftect.,, vindo.,,,.Vi.� -1 3 4.2 96, 1) a,', "O", " ,,, V * 1-1 --- , - .- Mia: keu,� �'V ��,--�� -�,,_,,,-,�,'-,��,,,�-,�:-��i,,,� �;.z�i..,I�,,VU���"N""*;,;"-i,.".e)�". I Cha--,k)?*� ,�.,,M:,?. "h" 2,200 2 '?�'a�ii:hci,,:)J)lc.�f, . ,00, .1. " 6 w 10 *. e. . � 0. q. , 111, I �, 01 # ,. 0 0 ,%%�%* I ; .:�. � 1� �:� 11" ': � �;I%k� , I I YOUR VISION ACHIEVED THROUGH OURS. ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number VMDO Proiect Number 002-34-00-101 1284 I , ) N ( 'k t,� . 'e-, - �A L;A I' ' "�' , Bryan D. Cichocki Z � , Lie. No. 53741 ,.�, 1 V16 1311 V , 0 � L 0 10 L 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 I O.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 DEMOLITION PLAN C2n2 M P/ PZ � 1/111q)/1 /_1 ... " � ______,__ . , ...... _ ........... _ .......... i � I � _ i I " — .. ........ � --- � � ..... : \ I � " , I \ \ "I 11, \ i � : : , " X : : : *1 \ I �. // � -.,' 11�.10-_,"_'%�' I . : % 1 , I , .; 11 � NOTES: : , / I I ,.." i i "I-.-.,.,.,. __1_1.1__1__-_11 . � 6:01.AL : i. 11 I / -.-.. -.--. : 11 �, ___.. / I ____1 / , - ,�V' �;;", .�_. 1i I \ 1%� � , . 11. � : I 11 I . � ---.-.---..-.-._ ,I / I \ I �-�iVVX .. ...... � ..."I/ \ I` \ I : \ I 1 . PRIOR TO THE START OF DEMOLITION, CONTRACTOR SHALL VERIFY THE DEPTH AND � : ___.._i_._.__.,// / \ , " * � /117 t _'_-- , __(___-_____-_____1____ :� .................... "I ------------------------------- 11 "I \ / � . : : I I I \ �4,/ ) * � ______11 ; %, I LOCATION OF ALL UTILITY LINES THAT ARE TO BE REMOVED OR RELOCATED, ADJACENT TO i i __� I I ;�/ r/--,&%i/1'_',, ill\ i , 11 I'll � i : _ I ./ \ : 1-M I -, _�11` � �, , I / EXISTING SCHOOL BUILDING. CONTRACTOR SHALL COORDINATE WITH OWNER'S , : / \ I : I.. ) 11 11 - Y�l -.�' "', " _,1,--- 1 ! : I i -, / ; I 11 , - / '� \,�, , I % 11 � I I 1, I : ., REPRESENTATIVE TO HAVE PRIVATE UTILITIES LOCATED. CONTRACTOR SHALL NOTIFY THE I � ,,- " '- ,,,, \ , � i I I I I t , I I 1 ""! :11 I \ ", I I ! i : I , . I i ; i , __ i I � % I ; I ; i ENGINEER UPON DISCOVERY OF ANY DISCREPANCY BETWEEN FIELD CONDITIONS AND �_ I / 11 I . I � I � : I \ "I "I I ! ;% � : � � ; t �', : I \ \ 1, I � , 11 z / _""�� � ��� CONSTRUCTION DOCUMENTS. . ; � . , , � , / i / 1, '� : ; I � . i -- "', �i � 0 I \ \o ir i i \ ; t i I I \,,,, \\ : 11 1_1�) � t 2. CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT SCHOOL PROPERTY TO \ i 11 , \ I i I \ I i ! , I �. � ; : � / / INCLUDE BUT IS NOT LIMITED TO SIGNAGE, BENCHES AND OTHER EQUIPMENT. ITEMS THAT \1 N11 : � d � I � : I : 11 I \ " *�,�) � : 11 � . ! '� `X: I � ;, " � � ; i I ;; ./ I ;�', \ � ; -11 \ � I '1/ / CAN BE MOVED SHALL BE RETURNED TO OWNERSHIP FOR STORAGE DURING CONSTRUCTION. ii . . , z ; � ; i " _- -.1 _` " "[ , , 11 � *1% t ,I I z / I � : . � It li 11 i : : ! � . .� (N,�,, _.._.'.1_N ---- - - i:t,"OC'K AR�v1s",'A' I it, t % . . / 3. ALL SIGNS THAT ARE TO BE REMOVED SHALL BE RETURNED TO OWNERSHIP. : � ! ", � : * � '� ,,,� I \ , , \ I I i : . : C, `-, . 1, � \ I 11 i I : ; SCALE V=20' 4. ALL MISCELLANEOUS EQUIPMENT NOTED TO BE RELOCATED SHALL BE RETURNED TO THE � I f 11 i � ,,, \ % � I � I : . . � : . , i .. , , I , t . --- - ; r i\ ! ." 11 i � 1� 11 11 I : ,I I OWNER. CONTRACTOR SHALL COORDINATE WITH OWNER ON FINAL LOCATION OF ALL NOTED I I : , i "I \ . \ . I MR i � i ." I i I., , 11 ....... . . � � � I ".. �, � I ; : : .1 '.., I I : EQUIPMENT. : : ; .� - ...... __� ,I i , : i i I �, . ,� \� - " I , . i , // --j. 11 ,... ; I , i . 0 20' 40' ; "'., ; ; I . ; . / . 1, I 11 I : ; ; : : __ , 11 I . . : i 1 5. PRIOR TO THE REMOVAL THE UNDERGROUND FUEL TANK AND ASSOCIATED UTILITIES, : : I . I- _.,'�� .1. I I I . I li i � ! I " : I , I 11 t i ; ,Y_)i - ..., - " I'll : . I ; ; i CONTRACTOR SHALL PROVIDE A TEMPORARY ABOVE GROUND TANK FOR USE DURING THE - , ; I : : I . ; . . , I : - - 11. ",\' -.11 � � "I 11 I � i ,� " : 1�___,! - I : ; � _ 11 �1 % ; ; I , .--: I . ..... . 1, � . . : 1 1 , ; __ .&�, -, -, . , ... I . . ; f ; WINTER MONTHS OF CONSTRUCTION. UNDERGROUND TANK SHOULD BE REMOVED PRIOR TO : : _ ._ 11, *1 . � " . ., - - __ � I I � . : ". - - , '.. 11 It I '. ", t I ,_ - -, ; � I— � � i __,__ I ! 11 , ; ; i I I 11 .", ---,\ � . ; . ! THE START OF CONSTRUCTION OF THE KITCHEN ADDITION. CONTRACTOR SHALL FOLLOW ALL � � � / /_;1*i]`1;i'_ * - - , 11 ", , . I 'I 11 11 : . i. : / ,�"" - ..., - ..., _ -1 I � " � i I 11 :. . � . - % � I I ; . -.1 - / \ \ '%, ! .11 REGULATIONS ASSOCIATED WITH THE REMOVAL AND DISPOSAL OF THE UNDERGROUND FUEL : I / : t I I" � I % i : M__ 11 � � I - I , i " � 11 I "I "I 11 . _. ..., � . ..... , I I . ; . I f .,� __ , I 1 $1 . : .- " � .. . I / I ! : , - ( - ....... ...... � .... .. � 11 � i TANK AND COORDINATE WITH ALL REGULATORY AGENCIES ACCORDINGLY. I ; : , - .i _` . \ � : I i : . �, , -;-.4::e��, `` ...... ........ � ... � � ", � � 3 11 f � .! . ; ....... I-- :� I � 1, I 11 � � ; I i . � I : I "I I I t i I I I � I ! � I I I '� I � : I- 11 I I ?'/ ,,,," 11 ; : . � � � I � \ I : . . I . / / - "I ; . ; I . . . , � , I " : � . - . : : 1. , I ; : . , , ! � I / � / / ( / ; 11 : : F" � , I : / / ,> : : �11 -, � % i 11 .1-11 I x I % � : . I : I I I � , .1 � " . I - / 11 / / ", / ,,� , i I . %, , I i i / . I ; � "I ....... ; : I I i �, 1 $1 " / / �, 1 1 � ; I : I \ i . \ , ? . ; //, i : : . 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ROESER ISSUES AND REVISIONS NO, SUBMITTAL DATE I FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION 91 25,NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 DEMOLITION PLAN C2m3 'N . K qlala,11 YV LLARD DR 0 75 ----------- ........... LEGEND: fx F-7-- CONCRETE SIDEWALK GRAVEL ROAD ................ Jk NOTES: HEAVY DUTY CONCRETE REINFORCED TURF I CONTRACTOR,0H/iLL'-PROVIDE /A lt:IVlt'UM/-\MT /AMUVr- k-ill-WUNU OIL FUEL TANK WITH rl CONTAINMENT /-kll'4]Vlr-1'41 TO SERVICE :EHE-SGHOOL RING THE WINTER MONTHS WHILE CONSTRUCTION IS ONGOING. CONTRACTOR IS TO MAINTAIN ACCESS TO TANK SO THAT ACPS CAN KEEP IT FILLED; THERE SHALL BE NO GAP IN AVAILABILITY OF FUEL OIL HEAVY DUTY ASPHALT BIORETENTION PLANTINGS WHILE SCHOOL IS IN SESSIONS DURING THE TRANSITION TO THE TEMPORARY TANK. REFER TO ARCHIMEP CR CIVN 2. DRAWINGS FOR FURTHER DETAILS AND UTILITY ROUTING. A KNOX BOX SHALL BE REQUIRED FOR THE PROPOSED BUILDING ADDITIONS. CONTRACTOR SHALL LIGHT DUTY ASPHALT MULCH PLAY AREA COORDINATE WITH THE FIRE MARSHAL'S OFFICE FOR FINAL LOCATION. 3. EACH OUTDOOR LUMINARE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINARE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING ASPHALT TO BE MILLED & OVERLAID STONE DUST RESIDENTIAL DISTRICTS. SEE SITE PHOTOMETRIC SHEETS FOR ADDITIONAL INFORMATION. 4. BIORETENTION BASINS MAY NOT BE CONSTRUCTED UNTIL ALL CONTRIBUTING DRAINAGE AREAS ARE STABILIZED. BIORETENTION FACILITIES MUST BE CONSTRUCTED IN ACCORDANCE WITH WP0202000039 PLAN. SCALE 1"=20' 77777771 . ...... ... . EXPOSED AGGREGATE GRAVEL FILTER STRIP 5. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR CONCRETE RETAINING WALLS TO CIVIL AND STRUCTURAL 0 20' 40' ENGINEERS FOR APPROVAL PRIOR TO CONSTRUCTION, V..'ADO Archftact,,� vrndo.com 434.296,5;38,1 2 Q, Q, L" "."A 'S' t , 2 "J P i 4 71 r NO, a YOUR ViSION.ACHIEVED THROUGH OURS. ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 TH 0" Bryan D. Cichocki Lie. No. 53741 �SSj OINAL 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 I0.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 LAYOUT & UTILITY PLAN C4.0 M �� t�IlAlll IORET04TION IE�'EXIST. PIPVTO B TTOM. RIPRAP OUTLETP ROTE CTI ON, ROP. INLET ELEVATION =, 0.5'AVG DIA. 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FOUNDATION DRAIN �,P3.42 01 "LOG TIE DOWNSPOUT TO 4" PV -"E S -A LO COU TY SCHOOL BOARD OF ALEEM4RL COUNTY, VV?GM INT 7,/--696 -1 EXISTING CROZET 4" SOLID HDPE TO TRENCH DRAIN ELEMENTARY If Pa 4-8 8" ACO K200 TRENCH DRAIN SCHOOL BUILDING (ADA RATED GRATE) URA ZOAED�iM M L ARE&V PROPOSED APMQ i� L :69 Tc KITCHEN ADDITION ....... ....... 8" PVC ROOF LEADER (2 4" HDPE 6" SOLID HDPE ROOF FT COVER MIN) (1% FFFE- 702. ILol SLOPE MIN) (1% SLOPE MIN.) LEADER (2 FT COVER MIN) ro (3FT COVER MIN.) (TYP.) 98 (1% SLOPE MIN). ...... . ............. .. . .. ......... TIE DOWNSPOUT TO r .. . ........ ..... .. 140 PROP. 6" PVC 704 CLASSROOM ... ...... . TIE EXISTING DOWNSPOUT TO ADDITION 4" SOLID HDPE TO TIE TO PlPE Vl� VQQ PROP. 4" PVC ... ....... ....... ....... . ...... ....... ...... ....... ....... ...... AN "INSERTA-TEE" 4 ACO KS100 TRENCH%'DRAIN (ADA RATED GRATE) am 703 (L39 03 U LOFFE:68y.75 Ll FFE: 693.42 ................. 10 139 7�- ... ..... . 39 00— CLSANOU�,,," E �IN (TYP, 6" HDp UNDATION DRA TRAFFIC RAT D ... ......... --- -------- ----- - - .... ....... ----- ------ ............. ............. ............. ............ W ----- ------ ... . .......... --------- -- .............................. - .... . ..... .......... ------------ ............. ........... . ............ ........ .... ............ ... oy ------------- ............. . ............ --- CLEANOUT .................... ............... . .. . .............. . .. . . ........................... (TYP.) 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X'7: SCALE I "=20' of.�. 1915?. 7 j' P V,; �T� 'E -6-) 0 20' 40' d.� NOTES: . ...... . .............. . .. . ... . ............ . . ...... . . . . . . ............... ............ . . . ...... . .. . ....... . . . ............. . ....... . . ... . liVV Rcv H . . . ....... . 1 CONTRACTOR SHALL AVOID DISTURBANCE WITHIN T WPO .. . . .. . . . ........... . . ......... BUFFER TO THE GREATEST EXTENT PRACTICAL. No... No... ME NEE NEE MEN V ?A D 0 A r c h � t. I?,- �,,; Vf "i'l I's .296,5684 X 20006 9,01? 1 YOUR ViSION ACHIEVED THROUGH OURS. ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 Bryan D. Cichocki Lie. No. 53741 IONAT 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 1 O.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05,FEB.2021 5 SIGNATURE SET 18.MAR.2021 GRADING & DRAINAGE PLAN C5mO 1 � __.,/'.__ �i --\ \ : � / - i . - ROC'1'1` : � , I - . ; WW- W Iff "W"I , 1. iw 1W AN 1:, � . i " f, It -, __ J. ! 1,.:36'.AQ'CESS RISE ; i : z : i�li�! I i; 1 I", _____ I I . ., ; � I S ;1 I I , ? - `MH d - \ .--. - . , " VyITDOT I : . - , . . ., i.?, I. .. Hifi�i�i�! , *' ��� ,� . : I I , 11 -, - %, -,%", I � -�'. A" ; _... - J . �,, i . � ... -1. : ' ' 14 11 1_:�N . ....- /. FRAME Ap4 ATL / I I I. I i R:;;: I ,'� $ e 1L. . . a _.. ........ : �::;;; . - - :� 71 - - 11 I,.'.,.- I., ", . "', I a ; ....,_ 11 .. . ; I I" � � , . . . ( Y �.p ; ! _... _... I I ..:I�: . 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',;,,; .. ,V�;i;,Ic�.�:�"):),:�",C 200,06 chaelo.-�S,Al::""i,.i �-.. 1%,,'J", "�,n� . ; 0 * .411 op �W.. .... - , ,. ., .. : . 0 4. ... _... 0 ... ff Is ff Is TIM M 00" N S G R 0"' U P YOUR VtS ION ACHIEVED THROUGH OURS, ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number VMDO Proiect Number 002-34-00-101 1284 � � � - TH op, , * - . . Bryan D. Cichocki Z I FU 01 Lie. No. 53741 ,� , Y�6 20, �31//4/u IONAL Checked By B. CICHOCKI Designed By K. ROESER Drawn By K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE I FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 GRADING & DRAINAGE PLAN C5.1 7 TS 678.02' 692.87.1 692.8 690.28' ,GNE) - ? N11 .5 3N l- - I " I " .., `-_4�--�� 7. 8' d 678.08' 689.26" : .............. f . ..... 677.58- 689.261". 69 2. . ..... .... 411V V. D): %V A . . .......... a 677. .47' % V(y 7 TO 67, W "o! V-?VIWArcNtxact� 41.64- 691.6 .............. QUIRB GND TC- 690.77' "I ".]', 4.2 9,6, 5 8A, "CG-6 "Nia: �,e;, CG-1 .......... RA\14TION: 691.64 692.96' 692.00' �_J J 691.8 71 01 �V_ ?0 7, 693.42 5 GNID v(, 6 2 EX. 693.13' _-�TC 693.27' A 692.57' t 4 TO 694.72 N -EX. 3.13'_� A 693- --L-693-�- 9 11 693.02' KJ SEE SNET C5,A3 . f. I -1V t t), 693 P4 A7CHLhE. x MAM M M M,1101111111 M-M M,�,= M M M M M 0 ME "Oft \\M TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. ��x X �b I - - - ----------- ............ .. ................................. 94' <7 6 69a 42' V-1 4' - - - - ------- - 693�. A: 0, J, . . ........ .... .. Y. �0 - - ----- FFE�F= 80.75- �fi�80.75 _4_ LP ............. -- ------- - ----- 691.60' 680.0� Z 680.58 PROPOSE ononw, D J, .......... MOVEMENT U ch 4 ZU SA., A? TC-,\ ADDITION [FFE--.- Q�3,42] -F 696.17' FE=693.42' FFE=693.42' y C) 693.50' FF 693.42' emarle Co �jty -7 696 .3�,§ V11 TS- 05i 680.�75' .7 692.32' 693.32' TWi BOARD OF E=693.42' EXISTING CROZET ALHE KE ELEMENTARY TS tUNIC Schools Da /W Pa 498 693.32 SCHOOL BUILDING B 2� 693.42' 694.81' (RUR4 AREA 692.54' DR 10, Pa OC PROP OSED 692.32' BW HEN 'WE KITC BW 693.32' 693.93' ADDITION TW TW 694.82' 694.82' 692.3 b TW 1113w 2.32' cn, I - ----- ----- 69' ALBEMARLE COUNTY PUBLIC SCHOOLS .. ........ .. - I BW 694.81' 692.33' '702.7 FFE� ro 9 8 TC-r- ;c- _TC 693 42' 699.44" /698.06- CROZET ELEMENTARY TW r-Bw 694.82' r EP TW bVV BW SCHOOL ADDITION -702.96' 704 694.53' 693.,.,." PROPOSED 697.fi f ......... 92.00" 693.32' . ....... .. BW FFEr702.35' TW ......... . .. ........ BW 695. 703.74' 95.00' 693 93.19' 6S ADDITION 00 RENOVATION AND SITE CLASSROOM 699.18''- TW 05' 32' 702 .... ....... . ...... . - ------ ...... ...... . .... ..... ...... BS TW 694.98' --- ------- ----- . ...... ... 693.95', Oo,,� /0) '02.74' 703.95' BS 93. IMPROVEMENTS (0 BW- 695.03' 9918, _1 6 70274' 5' 1407 Crozet Avenue, Crozet, VA 22932 TS 6935, 695.15' 703 69' 694.81' \-703.85' .24' 703 TW 694.81' TO 85' 7W. 1, rQ 701.17' TS 70 TW 'T 693 42' 1U2.48' -TS 697.57' S co 703.08' 693.41' 7.70'- QQ BW Co. VDOE Project Number 699. TW 700.98' 69 logo= 002-34-00-101 ro TS I - 02.23' BS 693.38 70324' 702.23' 7 -08, 696.87'1 -------- 700.85' -10.80, 0, 698.18, HP ==4H- 693.42" FFE=693,4Z VMDO Project Number 1284 97 37'-: Ef BW 700.95' 701.93"' TO BC 701.5 701.99' 8 697.64 700.88' 700.7 699.56' 700.66 701.52' 01.1 TO 69 .97' 700.94 -700.85' 698.25' 0 FFE: 687.75 3,qq- -TC L EP TO.............. Ll FFE: 693.42 ILL 7001pk 9'7 111 1 eu TO 6 57' TC TO _-Zo TC-BC 701.22' 70 TO 701.89' 697.81' among= =NEW= _13- 700,62' EP EP 698.10' -taw", . ..... .... 700.72' --IUU 6(Y-- Co- -RIM ......... - ----- ...... ............ ... ............ I------- -- - - ---------- .... W 701.54' 701.66' 0) T 697.31' 9 TO .... ... ........... --- ----------- -- ---------- ------ - . ............. ............ JQP TO --- ------ .............. 51'. ............ ............. .......... ...... ........ ...... ............. TO 11 RIM V TO ........... 6 6.87' TO ------------ W iv. --- -------- ........ . 698.1 699.22' TO S D C 701.06' T TS ................. ------- . . .... p ........................... ........................... 700.. .................... .......................... . . ...... ............ . 701.18' 001 36 Bryan D. Cichocki . ...... ----- - ----------- 696.88' 700.62 TO Lie. No. 53741 00 W1. ... . ..... . . . ......... 8 7Q'! ,,'G� . ........... .. ........ ..... .......... . 697.97' ...... . . ........... 696.08'- 4. 680 76' 'TF3" Y�6 696 po ........................ . ....................... TO ..... ..... .... ..... ..... < 696.19' �10XAL .... .... ..... .. - ----- ........... . .... .... ..... ..... .. ..... ..... ..... . .... ..... ..... . ... ..... ..... ... ..... ..... ... : i ..... ..... . . ..... .... TO 697.00, r TO 08.67' T: o699.22' 'Co Checked By 6.80' B. CICHOCKI Ep.............. 696.27 681,.99' CP Designed By 682 2i" SEE DETAIL THI:� SHEET TO Ili BW 0, K. ROESER 692.67 691.53, 696.86 Drawn By -TC V KROESER 698.98' 699.00, 'T _TC TO �f�97.78!" 699.14' 6Q8.88' '697.56. 83 TC' TO .......... ... 699.02' TO . . . . ........ 69.8 8' .................. ............... ........................... ..... TO I'll . ......... TO . ..... 00 ` ... ... ---- - .............. 702.3 TO . .... CY) ... ........... 0.32' ................... 699,98' . . . . . ....... EP TO - - 7�1 .1 J ................. 9- .................... TO 702.17' 7 41' -TC 02 0. 700.33' T 702.43�' TO 700.19' TC- TO TG- . .... . 71 683. 6998 C -700 702 700.77' TO- -702.42' 03' 700.65" TO Tq. 700.65' TC Etp 695 51'1 ................. ................. ................ ......... ................ ................ ....... ...... .......... ................. .......... 7'02.51' 684. 10' -71�..74' cr) TO /-TC . ......... TO . ......... . . . ....... 70Q'86' . . .... 7 .84' TO 701.95' 84' �-701 TO TO 700.94' 90 TO .,/,701-69' TO: ;;: TC1_/ 70flT 700.72'/ --T�02.07' -702 �Tc T C 696, 7- 702.13' 6' 702 TO TO 702.4 . . . .... ..... ..... ..... 7nn TC-J 4 .......... 6, 698.48!-, TC__ UF. `696.61' E P -703 700.18' . . ........ 686.90� TO 7 0.28' f UF . ... ...... ...... .... ... ....... . ISSUES AND REVISIONS .......... . ............. 699.74' U-) Q0 - ------------- TC- co 00 > NO. SUBMITTAL DATE .. ..... .... .. (0 (0 8 TO 6/9 4 U 701.61' FINAL SITE PLAN & WPO PLAN SUBMISSION I O.AUG.2020 FO 0) ------- ... 4, 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 E P 684.66' 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 �_LEX UFO 70 ................................ . . . ...... --- - ------ 686.82' EP E N Y X 700.84�' E 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05,FEB.2021 685.97' C -TC 5 SIGNATURE SET 18.MAR.2021 AL 705 705.00' 0 705 TO 705 93' .... .......... . ...... . . ............ ............. ........ .......... - - - - - ----- ... ....... �5.93' .......... . - - -------------- . ...... now .......... ---------- now allow --- --- ----- . . .... loom memo EX man .......... .7,94.47' ----------------- ... ....... .. soon, . ..... . . ..... .. ........... ----------- ------ EX TO 705.02' . ......... .... . ...... ..... 701.7�' . ........... --- TC= . . . . . . . . . . . ...... TO 701.77 . . . . . . . . . . . . . . ........ . . ............. 70 8' ...... ...... ............ F TO ....... . .. ............. TO 9 ...... ............. r . . . ........ p ... ...... ..... ........... . ............. ........... 70T.'39' JGG.89' .. ............ .......... .......... 1-1 . ...... . . ... ......... GRADING SPOT 701.27' TO :::=1C TO TO 701.30' 701.29' .......... 0- fQ00 oo 0 .... ..... ... . .... ... ... ..... ..... .. ..... ..... .... .. 701'.'62 . ..... .. .... ... 771 7 ... . ..... . \701.08' 01.72' 701.77, TO 71 00. SHOTS PLAN -------- -- :TC-BC TO 701.01' TC-BCJ '�TC-13C� 701.30' LTC-6C 700.68' --- ----- - 400.74' 701.67'1 700.77' -- ------- 700.32' . ..... ..... 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F' � � '\ £ t , I 7' "' 688 0 .2 , ''k r /. 690 8' , 'f ' '?'t , ;5; S f 'f :;:: J c l` V` w i ' "r / , S 3E: 8 / f 33 n i �j s s I:, 687.86' 3 r s ij i 9 i $ >s 8 f 7 ," < Y :.,: w f J� , 6 h: 8 ••S}, h / / 'f .� I , t' t i , 0 (I s 678.8 i 687.8 ' / J'' F" �: I TS h s 9 t0 /�` 6 0.35' 'r i 1', BS '?i` f a; ^L O - E�.. ET' 5.2 MATCH- INE SE SHE r (E r E a9, { r'+ fry \ 9 i f`( 6 0.28' 1' f' f €ft s9 6 9 �:w 1 /:» " 8 9ii■ M.^ia >• �i ® :I�i�yt.. `.. <M r �,, �.. r... rl1 ® ® ®"` ®� ®>• EW M M M r ® ■� >r _ o o >• ® ® M M a M: im `� ; ®.. o _M !� >� ors , " \. ') ; {a\ is "{° �a r` 678.02' 677.43`. " i , ,: . .Irr .,f - �F f S `h v \ h'Y' , 9 F f iq:;, t , '� { i 2 7 69 .8 .°�` 67 8' E E / ~ �\ _Q t. 8 N G D \ r ' # � '' 1 f,.� .;t "';: ✓ E i' / 678.08' `�. G Yl tf I 3: 4{ 692.8 6 , i '� 1 f , 3 / %"' ti t.: iE: "Ac � v3 , J 's f , ± ? i 3' 5 ',1 r ✓ ::: iv r r I` t � , f , `x 677. 8'` t± 5 \ , #. i a • t ± < , • i, , ........... ,. g 1h , t' ., ., i , ti t „fi ,: . # � a fi. % , ,. ;: .:»»..»-•- a»»,..»».»...,,:.. »»»»»,,. � 5,` I „ 3 � ` °\ }q , F ..f tr »:/ .. r ,r r. I r t , ,.,. .: , .. f,.. ..J' 3 '°a¢e " : \ 4 i, . .,- ,: 3' < t. , e;.;J< .� > >. I , , ..,T ; „w , ,, t. ,:., ,y » »rJ, :f^•f- •t I \ < t ,. €...... ,: f t ,,1 g5 9 J•, f.. L. r I ..a t s "..\ » 6 \ \ .w, . # , t. : r- f , 5 1 " .. J / `F F f f r"" , < �. .> » ,c. 3>.,. .: , .., .i: : t ' : 2 ...,, (: / r , '•-:' F i `�} ,k 677. I a� , 4 r- • • J' :" I ■r , } �. t " 7.47' ' •, �; ;i "± f E ii^^ i ! � i - �, ;"" ( ±5: 1 ;i ��? >\ :h {i C f f `"h � \ S� £i: \ } f 3 f 691.66'' r : 6 .55''.: rJ, . , f _ : J„ !' -, f, . ,i, r i ' f I / :: I I £€i:+ Iii n GND /' a ✓ : �C r, "i <; n \ ,7 + t l.«�FC i TC L i .»»t ' ,, y.:.. : r: �, f 690.77' 69 .96' f I -'� ,.. TC 3' :� i i ? . 6 91.64' 3 \ ; 1 \ , R N ITION: A / t. i 2. EE f' 69 00' I �� ,-�T :; . / { : " . .i �' , N s GN ,>` F' , \ f !` \ ; 1. gf '' 3 , 0 Y S S 3'4 ,: r \ , t .,,,.»u:> ,..6 » ii 1 e f:. /" .,\ I \ i as �'' f : / > / Uri '\ „ s ,+, j . /, c �FJ '1 . I TC:. / 3. m \ i 1 s � � I � rkF-: : l ii f 692 't✓ ; t i EX. 693.13' i t ,, t i w r i € ..,.< 693 27' , ; „ i \ :, ,I I I. TC • ,°�. \ I i i { / r ! rf' 4 i i \ i , , I / ,' } , r '. 3 ' . ,,.,. - , 3 „{ I .,+,±"` 1"`1 F. \ 4 , •, ., i i r �\ • �y ..t �[3 I II- 1 F "r•, / i :f 1 1. ✓r „ " 3.✓ - \ \ i I C 1 -20 j i j ! I � F_l u i ll ''x i` i _ » " t r 2. 4' r xEX.6 3,13'`" i C ! t r J I \ T `\ I# 693 8' {> is 694.72 � '\ ..' f�.rf I I '=} s n %" is 1 i p} ft !f >e''" r3',.,;J'. ; �` I ,i 2 I 4 '.%c 6 9 3 ! i } 3 ✓/ 6 J•r. 3 } ': �0 1 I { , r 693.02' r , „ h #I t f (� `59' / ✓/'»,". is .J., ...,' .f f•f , ty , ,"� �' \fir f I I i[3is f,,,hIt3ct: h1€£<r.1.3f #k # k k ¢„ Yi t.€S t LS J%,=,» ki J :3 }`t'{�i .i �'; ,,.,.,,_ ... '�� ""OUR VIS<IO .ACHIEVED i� G > RS> ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 TH OF / Bryan D. Cichocki { 4 , U ~' hie. No. 53741 � ��, �/�2' ��Y�. . 1 ASS ONAL ��1 ys-613 Checked By B. CICHOCKI Designed By K. ROESER Drawn By K. ROESER ISSUES AND REVISIONS N0. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05,FEB.2021 5 SIGNATURE SET 18.MAR,2021 GRADING SPOT SHOTS PLAN C5.3 V� 9+50 10+00 11+00 11+50 STORMTECH DETENTION WITH ISOLATOR ROW HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 _o _Q a. a. U U O c 0 c v L0 v Lo rn O O co O Lo - 0M0 N 0 cc) O Cb CO 0 0 0 W -c0Z W �co0 o a> I4-O o o_ PO > ,n to I- Z ,n U) h Z (7 700 695 PROPOSED GRADE 690 685 670 710 705 695 IN. 685 EXISTI G GRADE J L501 35.90' OF 15" RCP @ 2.70% 675 9+50 10+00 11+00 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 CM �- Cl) x W f� `-' t- oo O L0 a 7 00 STORMTECH DETENTION WITH ISOLATOR ROW 9+50 10+00 10+50 UG DETENTION - STR 134 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 STORMTECH DETENTION WITH ISOLATOR ROW 9+50 10+00 11+00 12+00 13+00 14+00 c0 �- O - �- O O O N v M CM N N 00 0 CO d �d N R O o v O M� d M M co d Op 0 t' N 00 M 0 00 °0,��� iN O O 126:MH-1 v7 ((( 0 O M� U N Ln "'OMD `nrnti o ti rMt` � Nor coo r- r; o r OOM r m o m C70M? Kv STA 10+02.44 0 �rn 00 > C� ,ri 0� p�co cn W C) 0 �-�Z =0000 D=OOD 0 co 2=cflZ Z =��0 �r (0Z_ O TOP 681.58 Z NN�tO _ + o NQo o Qa> 014-�> occfl.��o» z���zz °°h`tO> C\J cfl�a_ INV IN677.63(107) N�=(O ��0z CO~�z r��z z z �,��Z INV IN677.63(127) o <O> INV OUT 677.53 (105) U) - Z 720 705 1 1 705_ 715 715 700 715 i i j i 715 710 1 i 1 710 705 i i 705 EXISTING i i i GRADE 700 i 700 PROPOSED GRADE Y , 695 695 3' M I 690 690 685 685 680 ; 680 ►11 695 .•1 5 131 24.21' OF 12" HDPE @ 8.00% 670 PROPOSED GRADE 101 105 45.98' OF ? 39.84' OF 2 C'�FiDP 2 4 F4DP-E- @ 0.50% @ 0.50% EXISTING GRADE 127 60.08' OF 21" HDPE (a) 1.00% I11 690 'MIN. STORMTECH DETENTION WITH 685 ISOLATOR ROW STONE BASE AND 129 UNDERDRAIN 54.73' OF 21 HDPE @ 1.40% 680 STORMTECH DETENTION WITH ISOLATOR ROW 675 9+50 10+00 10+50 9+50 10+00 11+00 12+00 12+50 UG DETENTION - STR 132 STR 100 - UG DETENTION HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 710 710 705 705 EXISTING GRADE PROPOSED 700 GRADE 700 695 695 3' MIN. 690 4 690 Ju 145 27.69' OF':. 12"' HDPE 685 8.00% 685 680 680 675 675 695 EXISTING GRADE PROPOSED 685 GRADE .:1 5 665 ..I *1 23.50OF 12" HDPE @ 1.57°fo 700 695 685 .:1 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 STORMTECH DETENTION WITH ISOLATOR ROW STONE BASE AND UNDERDRAIN 9+50 10+00 11+00 12+00 139A: 24" Nyloplast Basin - Solid Cover STA 10+77.85 TOP 697.31 INV IN 689.39 (139B) 139C: 24" Nyloplast Basin - Solid Cover INV OUT 689.29 (139) STA 10+97.65 138: 24" Nyloplast Basin - Pedestrian Grate TOP 697.56 STA 10+66.18 INV IN 689.80 (139D) TOP 696.75 INV OUT 689.59 (139B) INV IN 689.17 (139) 140: MH-1 INV OUT 689.07 (137) STA 11+28.57 136: DI-3C 6 ft Throat TOP 692.75 STA 10+19.04 INV IN 690.11 (143) TOP 696.16 INV IN 690.28 (141) INV IN 688.48 (137) INV OUT 690.11 (139D) INV OUT 688.38 (135) 715 715 675 STORMTECH DETENTION WITH ISOLATOR ROW 670 710 j i 710 705 705 700 700 EXISTING GRADE PROPOSED GRADE 695 695 TRENCH DRAIN uyu ( i 690 141 27.85' OF 8" HDPE @ 1.50% 685 135 137 139B 685 18.43' OF 47.14' OF 19.80, OF 139D 15" HDPE 12" HDPE 12" HDPE 30.92' OF @ 1.28% @ 1.25% @ 1.00% 12" HDPE @ 1.00% 133 680 11.67' OF 680 12" HDPE @ 1.000%. 675 i 675 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 0 i;1;:1co � 00cam o o._�- NCH DRAIN 9+50 10+00 11+00 9+50 10+00 11+00 9+50 10+00 11+00 12+00 9+50 10+00 11+00 UG DETENTION - STR 146 STR 126 - STR 106 PROFILE UG DETENTION - PIPE 141 STR 140 - PIPE 143 HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 0 50 PROFILE SCALE ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 r� Bryan A Cichocki U Lie. No. 53741 IONAL� y5�73 Checked By Designed By Drawn By B. CICHOCKI K. ROESER K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 STORM SEWER PROFILES C7nO UNDERG DETENTION 9+50 10+00 11+00 9+50 10+00 11+00 PIPE 315 - STR 316 STR OD1 - PIPE 231 PROFILE co N cM W M 04 O O M rn O O M " cc) c0 "T CO _+0)(0 (0Z O Ncj�Z Z 715 10 95 685 m E 0 co M co - v tB N 0- o Sri j, O CO Z O°p - (O +�F- O O CO D 0 a> N (j�Z ROPOSED RADE EXISTING GRADE 715 710 705 700 695 .•R 680 233-� 680 89.73' OF € 15" HDPE APPROXIMATE LOCATION @ 0.90% I OF PROPOSE i GEOTHERMAL WELL PIPES I 9+50 10+00 11+00 11+50 0 co i- cD V CD N Co IP LO CO 236:ES-1 m00rnm INV for 15 inch Pipe- °? F- + rn0 CO =O STA 10+04.64 0 (D TOP 686.56 0 > z IN 685.19 (237) N fA F- 715 715 710 710 705 705 I 700 700 695 695 PROPOSED GRADE € EXISTING F� GRADE 690 690 685 685 23 14.04' OF 15" HDPE 0.50% 680 680 675 i 675 9+50 10+00 11+00 212: 18" Basin - Circular Grate 214: 18" Basin - Circular Grate STA 12+68.62 STA 12+87.86 TOP 683.10 TOP 683.75 INV IN 678.05 (213) INV IN 679.96 (215) INV OUT 677.95 (211) INV OUT 678.24 (213) 210: 18" Basin - Circular Grate STA 12+30.28 206: MH-1 TOP 682.06 STA 10+71.73 INV IN 677.66 (211) 220: 24" Nyloplast Basin - Dome Grate TOP 681.19 INV OUT 677.56 (209) ui STA 13+66.81 INV IN 676.67 207 ( ) 208: 18 Basin - Circular Grate L r r- TOP 685.75 INV OUT 676.57 (205) STA 11+85.32 v "€ INV IN 681.60 (219) 204: ES-1 for 18 inch Pipe TOP 680.70 0_ N o a INV OUT 681.50 (217) STA 10+04.36 INV IN 677.34 (209) �' CO N o m o ce) o o cm 218: MH-1 TOP 677.90 INV IN 677.34 (223) - + LO CO o t- 000o STA 14+08.23 INV IN 676.23 (205) INV OUT 677.24 (207) °r° co Z Z D O> TOP 688.09 Q a > Z INV IN 683.04 (EX 229) � z z z INV OUT 682.94 (219) 700 700 95 PR GR M 675 670 665 O EXISTING GRADE I E 207 j 113.61' OF 18" HDPE @ 0.50% I 695 .•e 685 E � r 219 680 41.43' OF E 217 15" HDPE i 215 € 57AT OF i @3.23% € 21.76' OF 115" HDPE 209 € 15" HDPE i @ 1.75% i 98' OF i @ 2.00% 675 44 DP € 0.50% € i 211 ` € EXISTING 8" 38.35' OF ! SANITARY SEWER. 18 HDPE : @ 0.75% 213 670 19.24' OF 18" HDPE @ 1.00% 9+50 10+00 11+00 12+00 13+00 STR 204 - STR 218 PROFILE HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 208: 18" Basin - Circular Grate STA 10+01.61 TOP 680.70 INV IN 677.34 (2 216: 18 Basin - Circular Grate INV IN 677.34 (22323) ) STA 13+09.62 INV OUT 677.24 (207) TOP 685.32 222: 12 Basin -Circular Grate INV IN 680.50 (217) STA 10+17.81 224: 12" Basin - Circular Grate INV IN 680.50 (221) TOP 685.54 STA 10+48.53 INV OUT 680.40 (215) INV OUT 680.91 (221) TOP 690.23 INV OUT 681.09 (223) 710 710 710 710 705 II I 7051 1705 lI II ------------ 705 7001 1700 11 1' 700 695 695 E 695 1 695 'PROPOSED GRADE 690 690 690 690 PROPOSED GRADE f EXISTING EXISTING GRADE: GRADE ,- 685 685 685 685 3' MIN. € 680 680 680 680 221 13.78' OF i O € 12 HDPE t1b. o�o @ 3.0060 675 i 675 675 675 670 i 6701 1670 i 670 9+50 10+00 11+00 STR 216 - STR 222 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 9+50 10+00 11+00 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 cv LO O) M 'IT Lr)v N O) (fl ('� O N O SMO O) , _ d M LO �cMrn M + �oOO (0 p -(2ZZ o �� 0>> > OQO0 L � U) Uf- _0> 720 720 715 715 710 710 705 705 PROPOSED GRADE EXISTING GRADE 700 700 695 695 153 61.33' OF 12" HDPE: @ 0.75% 690 I 690 685 685 680 680 9+50 10+00 11+00 STR 148 - STR 154 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 404: MH-1 406: DI-3C 6 ft Throat STA 10+36.21 STA 10+50.67 TOP 697.97 TOP 697.86 INV IN 691.92 (EX 405) INV IN 692.04 (EX 407) INV OUT 691.87 (EX 403) INV OUT 692.04 (EX 405) 402: DI-313 6 ft Throat STA 10+00.00 ;,€ca TOP 698.38 INV IN 691.42 (EX 403) 7'1 P1 '9 0 INV OUT 691.62 (EX 401) 1£; . ' ,... 37 -f.. 715 715 710 i I i i 710 705 i 705 EXISTING GRADE I PROPOSED GRADE 700 700 i 695 ....E 695 4 690 LJ 690 .{ 03 i ) �u .f0� •f'.i..:'f t +,.;'i�" EX :.Yip ,.iEJ, i.t '10, .t,. r; v 685 s% .3, a:� 685 680 € I i 680 675 i 3 675 9+50 10+00 11+00 11+50 STR 402 - EX STR 408 PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 304: 15" Basin - Solid Cover STA 10+57.87 TOP 679.78 INV IN 675.85 (305) o' INV OUT 675.85 (303) U 0 i o ro (n O - 302: ES-1 for 15 inch Pipe STA 10+11.96 in o �: � TOP 676.59 Co � INV IN 675.22 (303) Z O M[_ 0z z 705 700 695 685 45.93' 0 15" HDP @ 1.38` 9+50 10+00 PROPOSED GRADE 665 14+00 14+50 310: 24" Nyloplast Basin - Dome Grate 0 STA 12+22.67 a r TOP 684.00 o 0,)o INV IN 679.32 (311) M 00 INV OUT 679.22 (309) rn r` N m 00 6 rn oo (D 312, 12" Basin - Circular Grate L m z STA 12+43.94 O TOP 686.51 o � 0 INV IN 679.82 (313) `o U) P Z Z INV OUT 679.72 (311) 700 695 1 € WEIR PLATE i EXISTING; UNDERGROUND GRADE DETENTION SWM 2 (0.2% SLOPE) 680 313 w 24.57' F 15" HD E 01!@ 0.75 o 4" SOLID 675 42.99' O HDPE WITH I L307 311 15" HDPE INSERTA TEE 1 88 2g OF 309 21.27' 0 @ 1.40% CONNECTION; 15" HDPE 33.53' OF 151'1 @ 1.73% 15" HDPE @ 90°0 @ 3.40% EXISTING 8" SANITARY SEWER 11+00 12+00 STR 302 - STR 310 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 13+00 13+50 5 0 50 PROFILE SCALE ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 TH o f Bryan D. Cichocki '2,0 ' U Lie. No. 53741 SSIONAL Checked By B. CICHOCKI Designed By K. ROESER Drawn By K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 STORM SEWER PROFILES C7z 1 ROUTE CROZET ES DESIGNER: A.BARNES DATE 1212/2020 rHFrKFn- I1NITR;Nr.I I.RH INLET - Z 0 � �- 14 < ��, �14 �� � 7 g � - �� I �.) I < U I < U �) I �� tz -- . = . . � 9 I 6� 2 U L, U - ;�� Q 4 �./ 1 � " �� �4 � 0 F � � U � U 6 l - � � � � U 17-1 I I 5 K 0 �� 5 I k1! :;- -� I �� �� I i7- , E, - 5 1-1) ��-- 1A I �1� Z� -.1 I � � � - � E: - t X, 1� I - �� �- -- �� :� " " �4 � �s �- I �� �� - � 5� �-Q �,-- �u ��- - �� I t �: I q t - I - ,�� �- - ��,- 2 7- �'�' - 5 , t t �: � - x �, :� � I 2 I Q � 1� -�� - � 1-1 I . � - �� � I . . 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I I ��z :�- 1 g �f 11 - �Fi ,I; = 9 I � � (�) - � �� �' � � - � 1� �- I 132 Dl-3C 1 6.000 - � 0.190 0.89 0.169 � I - Back/Lt. - 0.000'RIGHT 0.169 4 0.676 0 0.001 0.0370 5.704 2.000 0.351 0.0833 2.251 3.11 Back/Lt. 0 4 0 0 Aliead/Rt. . 0.676 1 0.001 I I 1 6 1 1 0.676 1.173 1 0.296 0.333 1 0.8889 3.173 1 2.642 Weir Flow 136 131-3C 1 6.000 � I - I Back/Lt. 0.000'RIGHT 0.192 4 0.768 0 ----T- 0001 0.0330 6.447 2.000 0.31 0.0833 2.524 3.21 � Back/Lt. 0 4 0 0 � Ahead/Rt. --F 1 0.768 0.001 I 1 6 I 0.768 1 1.277 . 0.264 0.333 I 0.7928 3.277 I 3.225 Weir Flow 138 IDI-1 I 1.000 0.0to 0.90 1 0.009 1 1 1 1 1 1 1 Back/Lt. 0,000'RIGHT 0.009 4 0.036 0 0.0010 0.0208 3.050 2.000 0.656 0.0208 1 2.00 Back/Lt. 0 4 0 0 I � I Ahead/Rt. 1 0.036 0.0010 1.000 I I I 1 0.036 . 0.532 . 0.166 2.532 . 2.132 Weir Flow 146 Dl-3B I 8.000 1 0.170 1 0.83 1 0.141 1 i I 1 � I I � 0'R[GHT 0.564 0 0.564 0.0360 � 0.027 1.834 2.000 1.091 0.0833 3.085 1.000 3.35 0.1396 0.1666 6.337 8.000 1.262 1.000 0.564 0.000 1.834 � � I I I - 150 D1-3B 4.000 1 1 � I � I Back/Lt. I I 0.000'RIGH 1 0.159 4 0.636 0 0.0180 0.0300 1 2.508 2.000 0.797 1 0.0833 2.777 3.28 � Back/Lt. 0 4 0 0 1 Aliead/Rt. 0.636 0.0180 1 :::# 1 4 1 0.636 1.316 0.240 0.333 0.7207 3.316 3.656 Weir Flow 152 D1-3B 6.000 0.070 0.84 1 0.059 1 I I I .. 1 O'RIGHT 0.236 0 0.236 0.0350 0.0208 1.331 �" 0.0833 4.005 1.000 3.50 0.145 8 0.1666 4.358 6.000 1.377 1.000 0.236 0.000 1.330 � � 154 Dl-3B - 4.000 0.050 0.90 0.045 � � O'RIGHT 1 0.045 4 0.18 0 0.180 0.0200 0.0200 1.335, 2.000 1.498 0,0833 4.165 1 1.000 3.52 0.1466 0.1666 1 3.288 4.000 1.217 1.000 l 0.180 1 0.000 1.335 1 � � 208 Dl- 1 1.500 1 0.150 0.38 0.057 Back/Lt. 0.000'RIGHT 0.057 4 1 0.228 0 1 0.0162 0.0704 1.517 1 2.000 1.318 10.0833 1 1.183 2.31 - � I I I - Back/Lt. I � 0 4 0 0 AlicadJRt. 1 0.228 0.0162 1.500 1 1.5 0.228 1.390 0.563 4.889 1.645 - Weir Flow 210 Dl- 1 1.500 1 0.050 0.40 0.02 I I I I I I Back/Lt. 0.000'RIGHT OM 4 0.08 0 - 0.001 0.0208 1.727 2.000 � 1.158 0.0833 4.005 3.5 0 � . � - I Back/Lt. I I I I 0 4 0 1 0 1 1 1 Alicad/Rt. 0.080 0.001 � 1 1.5 0.080 0.691 0.166 4.191 2.770 Weir Flow 212 Dl- 1 1.500 0.025 0.90 0.023 1 ---F---T I I I Back/Lt. 0.000'RIGH 0.009 0.35 0.003 � Back/Lt. I I I I 0.026 4 0.104 I I 0 I - . . � . Back/Lt. � 0 1 4 0 0 Alicad/Rt. 0.104 � 0.001 1.500 1.5 � 0.104 1 0.721 T> 8.0 ft 214 Dl- 1 1.500 � � 0.020 0.35 0.007 � Back/Lt. I � 0.000'RIGHT 1 0.007 4 1 0.028 0 0.001 0.0208 1.165 2.000 1.717 0.0833 4.005 3.50 1 . I Back/Lt. � I I I 11 . Aliead/Rt. I � 1 0.028 0.001 1.500 � 1 1.5 0.028 0.343 0.166 3.843 1.376 Weir Flow 216 Dl- 1 1.500 0.020 0.90 0.018 . Back/Lt. 0.000'RIGH 0.050 0.35 0.018 -- I . Back/Lt. 0.036 4 0.144 0 1 0.0079 0.0779 1.461 -- 2-000 - F1 369 0.0833 1.069 2 13T � Back/Lt. I 0 4 0 0 1 I I Aluead/Rt. � 0.144 � 0.0079 - 1.500 1 1 1.5 0.144 1.023 0.623 I 4.523 1.095 Weir Flow 222 Dl- I 1.000 � 0.010 0.90 0.009 � ---T- I I -F-- � I Back/Lt. 0.000'RIGH 0.050 0.35 0.018 1 - - - F I I Back/Lt. . 0.027 4 0.108 0 1 1 Back/Lt. I 0 1 4 0 0 1 . I I Ahead/Rt. --T 0,108 0.0100 1.000 --F I 1 --7 0.108 1 0.968 T> 8.0 ft 224 Dl- I 1.000 1 0.030 0.59, 1 0.018 1 1 Back/Lt, - 0.000'RIGHT 0.018 4 0.072 1 0 1 1 Back/Lt. � 0 4 0 0 --F Ahead/Rt. � 0.072 0.0100 1.000 I 1 0.072 0.739 T> 8.0 ft 234 Dl- 1 2.500 1 3.420 0.45 1.539 Back/Lt. 0.000'RIGHT 1.539 4 6.156 1 0 I I - I -7- I I Back/Lt. I I 0 4 0 0 I Alicad/Rt. � 6.156 0.0100 2.500 2.5 6.156 11.605 T> 8.0 ft 238 D1-3B 8.000 MIGHT 1 0.255 4 1.02 1 0 1.020 0.0330 1 0.0270 2.984 2.000 0.67 0.0833 3.085 1 0.985 3.35 0.1396 0.1645 7,979 8.000 1.003 1 1.000 1.0120 1 0.000 2.318 1 . I I � I I 1 316 DI-3C 6.000 0.540 0.80 0.432 -7- Back/Lt. 0.000'RIGHT 0.432 4 1.728 0 0.0340 0.0290 4.182 2.000 0.478 0.0833 2.872 3.30 � Back/Lt. I 0 I 4 0 1 0 1 . I I I Aliead/Rt. � 1 1.728 0.0340 1 � I I 6 1.728 2.194 � 0.232 0.333 0.6967 4.194 6.304 Weir Flow 02 402 D1-3B 6.000 --T- -- . Back/Lt. 01.000-RlGf� 0.070 0.35 0.025 � . � Back/Lt. I I ---- I 1 0.247 4 0.988 1 0 10.0270 0.0160 3.892 0.0833 5.206 1 3.62 1 1 1 1 1 Back/Lt. � I I 0 . 4 0 0 � � I I I Alicad/Rt. I- 0.988 0.0270 � 6 0.9188 1.511 0.128 0.333 0.3844 3.511 7.869 Weir Flow 406 4 06 DI-3C 6.000 1 0.510 0.74 0.377 1 Back/Lt. . . 0,000'RIGHT 0.377 1 4 1.508 0 0.0240 0.0240 4.697 2.000 0.426 0.0833 3.471 3.42 1 Back/Lt. I 4 0 1 0 . . I . . I Ahead/Rt. - 1 , 1.508 ' 0.0240 6 I 1.503 1 I 2.003 'O.192 0.333 0.5766 ' 4.003 r 6.956 Weir Flow - EX Dl- I ' 1.000 1- 0.060 ' 0.35 0.021 I Back/Lt. I I 0.000'RIGHT I I -- 0021T4 0.084 0 1 1 1 1 . I I I Back/Lt. 0 4 0 0 I Alicad/Rt. - - r 0.084 EO. 0100 I 1.000 � --T- I � -1 1 0.084 F 0.741 T> 8.0 ft EX 400 Dl-3B ' 6.000 .� �-- 0.240 0 240 I - 0.90 - 0.216 ------------------- i- 1 � I I � � Back/Lt. I 0.000'RIGH r� 11 11-11 0.080 I � 0.35 0.028 � --F- I I � I --T � I I Back/Lt. 1 0.244 4 0.976 0 � 0.02 0 0.0330 2.929 - 2.000 0.683 � 0.0833 2,524 1 ' 3.21 Back/Lt. 0 4 0 0 I --7 . r0.2-64 Allead/Rt. I I 1 0.976 70.0270 6 1 � 0,976 r- 1.499 0.333 0.7928 ' 3.499 ' 3.784 Weir Flow EX408 Dl-3C I ' 6.000 I 0.120 ' 0.75 0.09 . � � I . I I Back/Lt. 0.000'RIGHT 0.09 4 0.36 0 F 0.0490 0.0218 1.464 r 2.000 1.366 0.0833 3.821 I 3.48 Back/Lt. I I- 0 4 0 0 - . Ahead/Rt. II I � 0.360 F- 0.0490 F-T-7 I 1 6 I 0.360 7- 0.7�710.174 'O.333 0.5225 r 2.771 2.945 Weir Flow . I - � � .1 - .1 I I . � -.- -- �... . 1. I I . . I I � ....... : ... � - .�-i � 1: � ... I cross-1119 -�A Design i, � �. 're IS ,,. -10's.sallor I D'scharc :�4,.Z��c' . ''I'll., - .1. I t�� � 7": � I , 'R. - I �. .." I .1--1 I I'.- ... . � .. � . I - � �.... - 11 ... .. V -." I . - ,� '. , - , .1 I - � , " .1 � � , . I I I � � , , I � . . I .11 I I. .11, I .1. . . .1 I ., X;.- I � ei� char � '. 4 C 5 : : , �, I � , '. I . C 1*, - , , I � . . I I 1, - , ert CWA-ea 501 Cuh-, Dis 4 2 f! . * .. � I.... .. . .9�.:.�'- ..... 1. � 11 . .. - . I. . I &atJon (ft) Discharge To ve t Healwaler Inlet Outlet Flow Normal I Criti,al I Outlet I Tailwater I t.'�tty �, Name lischt:,19e, � DCI�ulh.rge I Elevation � Control I Control I Type � Depth (ft) � Depth (ft) Depth (ft) Depth (ft) vollul) elocity � (cfs) lots) (R) Depth (ft ) Depth (ft ) I I _ I N (ff/s) (fus) 10-YR 1 3.68 1 3.68 1 685.02 I i 173 1 OV I 1-S2n 1 0.458 1 0.776 1 0.486 1 0.597 1 8348 1 3.444 25-YR 1 4.16 1 4.16 1 685.13 1 1.280 1 0.082 1 6-S2n 1 0.489 1 0.826 1 0.622 1 0.626 1 8. P, CULVERT 501 No Scale Culvert Calculations C Area Impervious Pervious C*A I 10yr 1 25 yr Q 10 yr Q 25 yr 505 0.44 0.05 0.01 0.04 0.022 6.47 7.31 0.15 0.16 Ex Cu Ive rt 0.53 0.36 0.14 0.23 0.191 6.47 7.31 1.24 1.40 501 0.581 0.97 0.461 0.511 0.5691 6.47, 7.311 3.681 4.16 � . 1. I 1. I � I 11, . I I 11, I 1. 11 � - � � ..'' I � � , - � 'I 11� .1� I �� - � . , , I � 1. � � � - .1.1 . . I . . .1 . - CWSS' I Cl. os, , 2 Desi Dikh�'(fqe �- 0 2 efs, 411a::,�! S114r ., - �--,--i * I -.- -:�,_. -..-..-- - -* -�/- �... ,- - - � - �, 1. 1, --... �. � , -A-, I I W-11-1-1-1.1c, - � - ....,."...- . ."...1-1.1 - , I I - .-:: - .1-1--.1 I.... .1 - ... - 1. -:cUh-,.Tt ti�,W-Vei.t 565$3 tul�tft Di'scligge - 0 2 cft - 11 I I I I � I 11 - I . - - I I - I I � � statio.rilft) .... 111-.. , Dischar( To I I") t I Ile 1w te, Inlet Outlet Flow Normal) Critical Outle(tf,) Ta I' aler Outlet Taik,vate !- Dis0t:1qe DCI�oi�al`g. 'on ,1:.ta � 0 Contr I I Control I T ype � Depth (ft I Dep h (ft) I � Depth � D e p t"h (ft) Velocity � Veto city � (cfs) I (cfs) (ft) Depth (ft ) Depth (ft ) (flis ) INS) 0.15 1 0.16 1 703.40 0.200 0.0- I 1-JSlt 1 0.117 1 0.149 1 0.215 1 0.216 1 1.065 1 1.081 0.16 1 0.16 1 703�41 1 0.207 1 0.0- I 1-J31t 1 0,121 1 0.154 1 0.220 1 0.220 1 1.097 1 1.099 CULVERT 505 No Scale - �.- I -,".1-. - .....".- .1 �.. - �. - ..... I. -. I - 1, I. I I..., I.- I., �. I 1. -" .1 .�-., �.-. .. �. I 1. - - , - , I ....". . I I . . , . , , . . . � I .., �, ,..... � . .::4., -d t .1il .S foSslll :.: 11 I I , , I . Ig � . , C � * I EklstffiZ Clltv6il . Destgn.Di iat e::. , A: I - � ., � I .9. .. .. -, ". . .", ... �4 , 1 - I -, �.. � _:> � .. .. .. ..� '. �., .. �. * :, * * I �.. � I.. .- � . I......... � : ��**: ,: . .,:. 11-- 1 �, - : . � .. -1.11111 - � . 1. 1. �. .:. , 1: � .CtA%4a"-.t�d*",.C-& 1. r-tdN3tn.'Disqharge. - � 1A c-6:1 :.: 1.1.11 q., - - ,.- I I I I . . I � . , , -1 1, � 1, I.. . I � I 1. � I . .... . -11 - V : . IffL� I ". � �, �, � .. � , - I I . � ,.. .. 1, - . . 1. Discharge To I a] Culver t He:,1,,,,ta1'er Inletel Outlet Flow Normal Crit at Outlet 'wa'e, T:p Outlet Tailw e, Names Dis,h arge � Discharge � � El ,., Com, � Cc" trot I � Type Depth (ft) � tic I � Delp h (ft Depth (ft) I � D th( ft) Velocity I V,,,. city I lots) Ids) (ft) Depth (ft) Depth (fit I ift1s) (fus) 10 yr 1 1.24 1 1.24 1 698.69 1 0.638 1 0.0- I 1-32n 1 0.430 1 0.439 1 0.430 1 0.476 1 3.312 1 1.834 26vr 1 1.40 1 1.40 1 69873 1 0.684 1 0.0' I 1-S2n 1 0.459 1 0.468 1 0.469 1 0.497 1 EXISTING CULVERT No Scale . I I I . . . I . . I : . : I . . � . � LD-229 ; . . . . . * � . . . I-- ........ I-- ......... ----- ............. 1.------- ... - ... . . . " " , "' ` :STORM SEWER DESIGN COMPUTATIONS - - 11 - I ----. I --. � 11 � I-- -. � � I 1. ; . I . . : I . . . . : : I ; . * . . : . .****** 1-1-1 I . ........................................ ...... ........................... ; .. . . .. ................ .... : : : .STORM FREQUENCY F 0 : ; . --T-] - : :--- ,�ll,"" 1; I -I - �-- ... "I'll � � "I'll - ..... -.11 - � - - 11- : : . . . . . : : . . : : ; ; : .... -- � - .... I I I I.. - -.1 : . .. ........ . I : : ... ........ . -1-1 -.11 I : . � I : : . . . . . : . . . . . . . . . : ; . � : : "' "" " . I 11 I ; : . : : ; ................. 11 ..... -l-, 1-1111-1 : : : : . . I I � . : . . . I . . . . I . I . . . . . . . . 'PROJECT. CROZET ES . q : : � . � . � .................... ---1.11-111-- ... - .............. � ...... � ............... -- .... -- ........................ � .... - .............. . ................................. � ................ --- . : I . . . LOCATION: ALBEMARLE COUNTY . . I . . -l- - . - - -111 - 11 1.11 I I I 11 - � � .1 I . . I . . I . 1. . . : ; COUNTY: Free Union : : . : : . ....... d .................................................................................................. I .. .............. � .... ......... ; . ............. : . : . . . : . . . . . : . I I - - 1.1-11 I I I 1. � I -1 I - � - "I'll 11 .1-1111 . , I --- : : : : . I : : . . . . . . - � - - � � 11.1 ... - �. I --- � � � ---- -- - - ... .. ---- -- I-- -- - ----- -- . . . . . . . : . : . : . � . : : . : : ; ............ .. --- : . . . :1 � . . : : : ........................ : : : . . . � -- I : : : . : : : . : . .... I ........ �.���,��.1,�.I.��.I.I.I.�..,.": ....... --------- . I . q I : . . :� � I 11 I -1 - � � � -- � "I'll I"... . : I . : . . : .................................................. : ..................... . : : . : I : : - � I - - - � � - ---- � � 1-11-1111 . I ; . . : : : . . -- � � - � �. - . : : I ; . . I I I -- � I 11 � � � 11 I-- I I . ; I . . : . : . . I Designed by: � . . : : I - I .......... : ...... -- ......... ---- ... ----1-1111-1- "I .................. ---- ...... : . . . f- .... -- ....... � ....... ----4- ..... - .................... ---- � �--- ............... . . . . I . . . . I . . . . . I : ; . I q : I . .- . 1-1.1-1--.- � . 11 - ... -:.. --- . I-- 1, I I - � I . � . . : : I : � . . I : . . : . I I . . . 'Check b . I I . : I . ......................................... % ......................................... 0 ..... Y'... ............................................... � .... ; .............. I ..... ..................... - ....................... : . . I : I : I I � I I : . I . : . : . I : : I : I . : I --l'-, . -l- - 111-1111 -- - I - -1111111 ... ' . . . : . I . . : I I . : UNITS I ENGLISH : I : ; I . . I � � 1. 1. - � - . . , - - . .11, . I -,""I'll . I . . : . . . . I . : . I . I I I I . I ; I . . I .... I ...................... - PIPE � - -Na - - ...... � ................... - . . ; 11 I I - ........... - 111.11.11 ---- - 11 1. FRONI POINT : : : : I-- - �. 11 - I 1.11 - I 11 I 11 TO P ORNIT DRAW., I - 1-1-1-1-11 AREA - "Alf - -- � Acre .r (1) RUNOFF "I'll.,�ll -.111. I COEFF. � 1 � I "C', � - � .... � .... � ........... (4) CA I ......... I-- - . UNTLET - TINfE I � - Nwutes r ........... � (7) RAIN .............. - FALL I I hLJHr r (a) RUNOFF NVERT ELEVATIONS LENGTH ofPipe I ft r -�i� . ...... ( -) SLOPE � ... - -, I",". I - Ft./Ft. �- ii . .... ( ) SIZE ..................... � ... (Dia� Or --- . � SpariiRise) .. 111. ------,---�--- - (14 SHAPE ... - 1.1.11,1111, - 111.11 - -- Nmiber I I - - - of Pipes -- Capacity - 11 --- 11.1 CFS Of (I i) 1. - - ..... Frictiou NORMAL FLOW FL OXV T N,E INCRE- I - AIENT � � ....... ' (5) ACCUM- � 11111-111 ULATED V ... (6) Lateral I - 11 I CFS TotalQ 11 "I'll - "I'll I CFS r - (9) UPPER I "I'll, E N'D r ... - .. (10) LOINER � END or . . . ........ - (I 1) 1-11-11 111. .Slope FtJFt, Deptli of - Flo-w., dii Ft. Area of I'll, 11 Flow, An SqFt -********* Hrn �. 1. � .... - Ft. *** V11 I - 111- ''I'll, Ft/Sec (16) En �. I 11 - 11 Ft. ** * * LN-CRE- I NIENT . I � I mil-tutes (17) 1 ACCUNILl I'll, - I I -LATED Minutes , (17) E - � �. � or (1) 11 * .r -- I � - ............... ... � ..... � .... (2) 1.11 11 11 1. - - � - . � ...... .. -.. --v r 101 F 102 01 100 I I MG I 0�00 , 0.00 � 5.45 .3,76 OM 2.99 677.23 , 677M 45.93 0M500 r 21 Citettlar , 1 12.14 10.00030 0.59 032 0.33 4AS 1 0.86 0,19 5.64 I r 105 r 126 IF 102 0,00 OM 0.00 � 5.29 . 5,80 OM 1 199 677,53 1677,33 39,84 0,00502 P' 21 CircWar 1 1 12.16 1 OA0030 0.59 0.72 033 1 4-1 8 O�86 0.16 5.45 V 107 F 106 F� 126 0.00 0,00 0.00 � 5.00 om 0,93 679,00 677,63 23,50 - 0,01574 - 12 circtilar 1 , 4M 0M060 � 030 0.20 0.13 � 4,76 1 0.65 0.08 5,08 , � F 10.9 IF .110 r- 108 0,00 OM I 0.00 1 5A7 5.F,4 0.00 L27 680M 680,50 68,49 0,00496 I- 12 Circtdar 1 172 0.00110 0,48 I 0,37 0.24 1 3-40 0.66 1 0.34 1 5. io F Ill S�kwl#l; ou r 110 0100 0,00 OM 5M 0400 1.27 684.50 682.79 57,15 0.02992 r 12 Ciudar 1 6�68 OM110 0,30 0.49 0,17 6,55 0,96 0.15 5.15 r 115 F 116 1 t4 t4 ' 0.00 OM 0,19 5,67 530 1 0.00 3,48 67833 678.1-5 10�04 OM797 P, is Circular 1 6.2-3 0,00260 I 0,67 I .1 - 0,67 0.33 5.23 1.09 0.03 i,70 01 117 r 118 - � 6 116 E 0.00 0.00 0�0-9 5�01 1 5M � 0-00 0-56 678.74 678.43 61.50 0,0050�4 - r 8 Circtdar 1 O�93 U0190 03? 0.20 0A8 239 0.49 0.37 533 � 119 1 ROOF A , , , 118 0,11 0.90 OM 0,09 5.00 1 4.93 OM 0,56 I I 678.84 673,74 4,00 OM500, r 8 Circtilar I � 2.07 � � O�00190 0,24 0.11 0.13 1 5M 0.63 0,01 i,01 121 IF 122 I r 116 0.00 I 0,00 OM 5.39 1 4.83 0,00 2�94 &M-19 678,43 71,50 OM.5503 r 15 Circidal: 1 4.96 I 0,00180 0,69 � 0,70 I 033 -I - 4.22 1-0-97 OM 5.67 1 123 ROOF B r 122 1 0,11 0,90 0,09 0,09 5.00 5.89 0,00 -- � 0,56 678,91 678-89 4,00 - 0M,500 r 8 Citcutlar 1 0,93 0,00190 037 I 0120 OAS 1 2,78 1 0,49 0,02 -1M 125 P" .126 r 122 0.00 0,00 0.00 5.00 0.00 07007 2. 5 0 681A0 1678,89 53,22 0-04153 r 12 CirrLdar 1 7.97 0.00440 039 I 0.28 0.21 -- 1 &90 7162 0A0 5.10 IF 127 ri 2 8 r 126 0.00 0,00 0,00 I 5.08 M6 0,00 2.99 678,32 677,63 (191,08 0,00999 r 21 Circ,War 1 17A6 0,000,30 0,49 0,5 I -6 0.29 5,36 0 �94 I 0.22 i.,)q - IF 129 S �,wvi # I, 0 U r 128 0.00 OM 0,00 5.00 1 0,00 0.00 I 2,99 684.50. - - 683.93 -1 . I I 54,73 0.00950 21 I ircular I I 11 11 1 16,73 0M0030 1 0,50 037 0.29 5.26 0,93 0,17 5,17 F 131 IF 1 SNVN14.1, IN 0.19 , 0.89 0,17 0-17 5M 1 5�89 1 0.00 I M , 690�,70 688.76 24.21 0,08013 01 I') Circtdar 1 10.93 0�00070 � 0,120 0.12 0-12 9,66 1.37 I 0.05 5A5 . -132 P, 133 I 0 134 S WN1 # 1, IN Mo 0-00 0,80 6.31 1 �5��10�00 1 639 6�71 686.i7 17.59 0M796 r 13 Cifctilar 1 10.15 0,00330 � 0.86 1 1,05 - 0,41 T 6.07 I 1.44 0.05 6.35 135 I- 136 . S-WW1 # 1, INP , 0.26 O�85 OM 0,23 5.43 1 5.76 1 0,00 � 3.26 1 68&38 ,688,14 18.89 0,01271 r 12 Circrilar . I 435 OM740 0.65 I 1 0,54 0.29- =6-091 22 O.Oi 5.48 I- 137 0, ,138 136 �] 0,23 0,90 0,21 0.39 5,23 -5.82 0,00 � 3.14 689,07 WAS 47.14 0,01252' ' 12 circtilar I 1 4.32 0-00690 � 0.63 0. 52 1 O�29 1 6,00 1 1.19 0.13 5.36 F 13-9 138A 71--38 138 0,00 , OM OAS 5A9 5.�3 0-0.0 1,93. 68M9 689,17 11,61' 0,01028, F- 12 Cirudar 1 3.91 0-00260 O� 50 0.39 0.25 1 4.97 OM 0.04 5.23 139A 139B � 138A 0100 0,00 I 0-18 5.12 8,159 0,00 1,93 6M59 689,36 19,80 0,01162 r- 12 Circtflar 1 4.16 0,00260 O�48 0,37 - OT4 - F 5,20 0.90 0�06 5. 19 ,9 139B TD 139B O�26 0.90 O�2 3 0.23 5.00 . 3.89 I OM 1.38 1 690.11 689M 30M 0.01003 - 12 Circular 1 3,87 0,00130 0,41 031 0.221 4�51 0.73 0.11 5,11 145 11,16 . smal 4 1, IN 0.22 0.8-5 0.19 0-19 1 5M � 5�99 � 0.00 , 1.10 1 69G..98 688.76 27.69 0,0801' 12 CirWar I . 10.93 OM080 1 MI i 0 12 OM 8.92 I 1,45 0.05 5.05 LJ1 147 1148 s WIM 14 1, N 0,00 OM 0,24 6,03- --- i,60 ] - 0-00 1 1.41 1 692�92 689-15 � 103.31 O�03481 15 circt1u 1 13,06 1 0.00040 0.28 0.20 . 0,17 - 6.95 703 TI 0,26 6.29 149 1 5 0 148 0,21 0.80 0-11-1 O�23 524 5, Z'2 � 0.00 � I -33 2 � 694A9 693,02 172,49 � OM678 1 5 Circrtlar 1 5.76 � 0,00040 0.41 03� 0.23 3-81 0.63 035 5.99 1,51 152 150 0,07 , 0.84 0,06 0.06 5.00 1. i.89 0.00 � 0,35 � 695.00 684.29 94,03 0,11390 15 Circular 1 23.62 0M000 0,11 0-05 0,07 1 6.95 0,86 0.23 5.23 153 154 1 148 I 0,02 OM 0-01 0.01 5.00 , 5. 'J- 0-00 OM 695,36 1694,90 61.33 0M750 � 12 Circidar � 1 I 3.34 0.00000 . 0.11 O,Oi 0.07 1 1,83) 0.16 M6 5. 56 205 206 204 0100 0.00 0.16 6.02 � 5.60 0,00 7.44 676w57 676.23 . 6737 0,00565 is circ,war 1 8-09 0.00450 1.13 1.43 0-45 5.19 1.55 1 0 1 .22 6.24 207 208 206 0.1-10 0.138 0�013 0,16 5.66 1 i,70 OM 7.44 67-7�24 676.67 113,61 0.00502 is Circular 1 8.06 0.00450 1.14 1.44 0,45 5.18 1,55 0.37 6.02 209 1210, 1208 0.05 1 0A0 0.02 . OM . 5.41 1 5-77 - 0,00 6.91 I 677,56 6-1734 44.98 10,004,99 18 1 CircWar 1 7.96 0A0380 1-08 1 1,36 0.45 5,07 1.48 0.15 5�56 211 �212 210 0.03 0,77 0�1)j 0,06 5.15.�] 5,84 � 0.00 � 6.90 � 677.195 677.6.6 318,35 1 0A0756. is Circular . 1 9,89 1 0M370 1 0,91 � 1.13 0,42 6.03 � 1.48 0,11 1 -3.25 213 �214 212 0,09 0.41 0,04 L40 10.66 1 4.63 1 0,00 � 6.65 1 67&24 678.05 19,24 0.00988 18 Circidar 1 1 1131 1 0-00360 � 0.83 1 1.00 0.40 I 65.66 1. 52 0.05, I 10.111 215 12 1, 6 214 . 0107 0.51 0,04 1 in .- I � "t 0.00 6.41 630.40 679,96 2136 0.02022 15 Circular I 9.95 0M890 0.73 0-75 0.34 I 864 1 89 0.04 10.66 21 7 13101 216 0,00 OM 0.00 IiM 0.00 0-00 L73 681.50 680.50 57,17 O�01749 15 Circidar 1 9.26 0.00060 0.37 0.30 0.21 5-78 0.89 � 0.17 5.17 219 218 B103 0.00 I 0,00 L34 10.43 4�67 0,00 6�34 682.94 681,60 41.43 .0.03234 15 Circtilar . 1 12.59 0M860 M3 0.62 0.31 1 M7 227 0-07 10.50 221 222 216 032 0190 0.9-9 1 0.29 1 5,00 5, 00 I 1,70 1 680.91 680.50 13 38 0�0297i 1 12 Circular 1 6,66 10,00200, 0.34 0.24 0,19 7M 1,12 0.03 5�03 22.1 224 1 208 0.40 0.75 0,30 1 0.30 5M � 5.99 i 0.00 � 1.76 1 681,09 617.34 46.92 0,079921 12 Circtdar 1 10.91 1 0.0021-0 � 0.27 � 0.17 OA6 1 10�21 1 �89 0.08 , 5-08 233 12,34 232 3.82 0.35 L34 1 1.34 MOO- 4,74 0A0 6.34 685.20 684.39 8933 0.009031 15 CiEctdar I 6.6-5 � 0,00860 1 0.98 1 1.03 0,38 6-17 1.57 0.24 10,24 237 - 238 236 0,28 . OM 0.25 1 0.25 5M 5.89 OM L45 68536 685,19 14,04 OM499 15 circitlar 1 4.94 � 0.00040 � 0,46 1 0.41 0.25 3-50 0.65 O� 07 - 5.07 303 � 304 302 01,00 0,00 0,00 I 5.63 5.71 0.00 5 38 675,85 675.22 45�93 0,0 1 372 15 CiEctlu 1 M0 1 0M710 0-711 0.80 0.35 7,24 1.59 0.11 I 5.74 305 306 304 0,00 0,00 0.00 5,46 5.75 . 0-0.0 539 676,45 1675,85 42.99 0,01.196 15 Circkdar 1 8.27 0.00710 0,77 0.79 0.3.5 1 M9 1 1.60 , 0.10 .. 5.56 307 308 306 0.00 - 0.00 0M 5 �2 2 5�a2 0,00 5.78 677.98 676.45 88.28 0.01733. 15 Circtdar 1 9-21 OM7 1 0 OM 0.73 0-3=47,93 1 1.69 0- 19 5A 1 309 3 10 308 0M OM OM 5.00 0.00 OM 5.78 679.22 673.03 33,i3 O�03400 15 Circular . 1 12,90 0,007101 0,59 1 037 0.30 1 10,23 1 2.21 006 3.06 311 13112 1 310 1 0.00 I 0.00 0.00 5.09 5.86 0.00 . 426 679,721 6-9,32 , 21.27 0,01881 15 circtflar 1 M0 O�0,0390 1 OM 1 0.56 . 030 7,59 � 1.43 0.05 1 5A4 313 1 SWINP2. ou- 1 312 - - 0,00 0-00 OM 5.00 0,00 I � I 4.26 � 690.90 679.82 24.57 OM733 15 . Circullar 1 -5.99 � 0.00390 0.78 0�80 0.3 5 530 1 1.22 0,08 i,o 1 8 315 �316 - WNW, IN' 0.54 M8 0,42 0.42 1 5.00 � 5.89 1 0,00 1 2.49 1 683�29 .682,26 12,18 0,08456 15 Circtdar . I 2035 � 0.00130 030 012 0.17 11.24 2.26 0.02 5,02 EX 15" �EX400 134 0, -12 M6 O�24 0.80 6,25 � i. 5 4 0,00 6,39 687,35 686.98 19,19 0,01928 15 citcl tiff � 1 &97 0,01020 0.78 0.80 0.3i 7.94 1.76 0,04 6,29 E-X 2 2 9 EX230 1218 0,00 OM 134 10,34 4.68 0-00 6-14 683-52 683,04 35,62 0�01348 15 Circidar 1 7.50 0.01010 0.88 0,93 0.37 6-86 1.61 0� 09 10AI EX 231 232 EX 230 0.00 0,00 I 1.34 10.22 ,L70 0.00 6.34 684,39 683.88 51.06 0,00999 15 Circtdar I 6.46 0�0.1010 1.01 1.0 039 6.00 1.56 0,14 I 1036 EX it 0 1 402 EX 400 1 0.32 - 0.78 -0.25 � 0.55 , 536 i.78 OM 1 5.03 691�62 6 8 3.5 3 309.7i ,0.009981 15 Circular I 6,45 0,00630, 0,83 I 0,87 - 0.36 532 136 1 0,39 - 6.25 EX 403 404 1 40') 1 0.00 0.00 1 � 031 1 513 1 5,32 I 0,00-- � 3.61 691,87 691.42 1 36-21 0,01243 15 Circtdar I I -�qo 10.00330 � M3 1 0,161 0.31 1 5�87 1 1.16 0-10 . 534 EX 405 406 � 404 1 0.49 0.75 1 037 1 0,62 1 5,18 1 -3,83 1 OM � 3,61 � 6,92.04 691.92 14A6 0M.830 1 15 � 1 CicctiLu I I 5,89 0,00330 � 0. 71 � 0,72 0.34 1 5.04 � 1. to 0.05 1 3,22 EX 407 EX408 � 406 I 0.15 , 0,83 , 0A 3 � 0.13 -� 1 5,00 5.al 9 I 0-0.0 � 0.74 � 69237 69 L04 38,02 OM868 Ii Circtilar I I 6.02 0.000101 0.30 1 0,22 0.17 1 3,33 1 0.47 0.19 - 1 5.19 : ........... .. . ........ --- ......................... - ...... � ....................... .......... ; ............. � ... - ................ � ........ - ............. -- ..... � ........................... � ..................................................................................................... � .... .... .... . ... ..... - , � - ......... : .................... . � . I . . i : . I . . - - � . : LD-347 : : : :PROJECT: CROZET ES I I . . . . . : i . I . . I : . . . I . : I I . I . I : I . I ; . .HYDRAULIC GRADE LINE ANALYSIS :� � : I . I . I : I I - . I I I : 11 ........................ I ................................................................. ...................................................................... -e ... � .................................................................... ....................... . � ........ ............ . ............. � .. . . . . ...................... -------- ..... .... p .................................................... ... I ........................ .. .................... I ........................................................ I . . I . : I I I I . . . . . I . . I I : . I . ; . . I I i I . . . . : . . . . . . I . . ............. . . . . I . . I � ; I . � ; : I . .... I :;;: ; I I . I I . : :INCIDENCE PROBABILITY ,:,JQ:,::, Year � I I . I � . . I I I . I : : : . I I I - ............................. I ....... I ........................................ I .... 11 ..... I -1-1111.1 ....... ..... ............. I ................... . - .......... --- ....... � ............. ...... ............. ...... ......................................................................................... : ....................... ----.- ................ .................................................. ..... � ..................... -- .......... -- ..... � .... � ............................................. : .................. -- ... .......... . I I , . . I . . . I . I . I I I I . : I . . . I w I . . . : : . I . . : . . . . . . . I . . � ......... ............ - ........... I : I . : : I I I � - ........ � ... � ........... I . . . .......... . .................. . . : : : :DESIGNED : ............ I ..................................... : . . : : : :Checked: . . . � ..... ...... . . . ............. ...................... : ....... - .................... . I I I I I BY: I I I I : I I % � . � I . . p . % ............................ I ... I ................................... I ...... � .................... ... . I 11 . . I .1 . . I ,. .1 . i . : : . ..... I ......... 11 ....... I ............................................................... � .... - ........................ : I . . � . ; I . � ; . ...... .1, ..... 1.11 ... I ................. � . .... NLET sTA, ...... ................................... --- .. ... -.......... ql�. ... . JUNCTION I ......... ...... INVERT ..... I ..... I .............. DEPTH ..... .................... OUTLET ......... .... I ...... � ... � .... Dt�\. I ............... - DESIGN - ............... I ..... I .. LENGTH ....... I ....... -- FIRIQTION ..... ...................... FRICTION ........... .... . . . JUNCTION - - I ; . . . LOSS . I -1 ... ----.. ... I ................. ... ..... FLOW .... ... .... I ........... I � Adj. Ht F 1.3 I ................. � . Ht I .... I .................. (FVM) Inlet ............. Shapil 7 ...... I .......... .. � ... I ....... -- ...... I ... YIN. r ...................... ............. 0.5 ....................... Ht - ........... I ... .............. (FtIM) I ......... ... FINAL ... ........... ......... - H .......... � ...... ......... (FtIM) blet - .... � ................... Water ... � ......................... Surface I ............... --- Elevation Top of MH ----- ..... � .............. ... Tqp of Inlet Elev. � ...... - .......... --- ....... APPROX. ....... - � ............... Adjustment? , .... I ... - ................ ..., ......... 11 .............. I EL. ........................ . I OU . TFLO . W ...... I .................. I PIPE OF FLOW � .......................... I I OU I TFLOW .......................... . PIPE WATER � ... � ................. 11 ...... SURF I AC I E .. ... ........... ..... ......... I ELEV, PIPE .... - ............ .......... Do ................... 1(IrV.m)I1(CFS1CMS)1 DISCH. ... I .............. Qo ......... � .......... PIPE ..................... . La - (FUM) SLOPE, Sfo ....... � ................... . (IFTIFT) ....... � ............. 11 (N140) I I ....... LOSS I ................. � ...... Hf I .............. I ...... � . I (FUM) ..................... ... Vo ....... I ......... � ....... I Contr, - .... ...... ...... -- Ho .............. �.. ..... ................. (FUM) ---.- ..... I ...... V, .......... ... 11 ................... Vi*232g . �.. .............. ...... Hi,(Expji) . I ...... I ............... � I 0,35'MAX ......................... (Vlz,�g) SKEW I ............... I ..... I . A .q.Ie .. . .. .... rl ....... ....... .......... ..... K - .. i3end .... ...... ............... H .............. (FVM) Sum ............... .......... HL ....................... ... (FOA) P, (1) � (2) F- -1 � (8) � (4) [ (5) [ (6), ' (7) r (8) r (9) (10) F- (I 1) I r (I 2) r (1 3) 1 F, (14) (15) r (I 6) I ' (16) ' (17) (18) F (1 9) F 100, � I � � I � I 1 678.400 1 P, 102 1677.000 1.75 678.400 21 2.990 45.98 0.00032 0.015 4.178 0,068 4A 84 0.272 0.095 0.0 0.00 0.000 0.163 OMO 10.163 YES 0.081 0.096 6178.496 680.310 OX 126 678.890 1.00 679.690 12 2.500 53.22 0M439 0.233 8.895 0307 5.356 0.445 0.156 0.0 0.00 0.000 0463 0.000 0.463 YES 0.232 0.466 61181.487 687.270 O.K I F 128 677.630 1.75 681 A87 21 1 2MO 69M OM032 0.022 1 5.356 0.111 5.261 0.430 1 0.150 0.0 0.00 0.000 1 0.262 M00 O�262 YES . 0A31 . 0.163 . 681�640 690.000, OX SWIVI 91, OUT 683.9801 1.75 1 .685,380 21 1 2MO 54.73 ,I M0032 0.017 5.261 0.107 MOO 0.000 I 0.000 O�O , 0.00 0.000 0.107 , I MOO , OAG 1 7 .� YES 1 0.054 1 0.0,71 685,451 1 686.500 OX IF 108 1 1 ------ --- I � � � 681.300 1 110 680.500 1,00 681,300 1 12 1.270 68.49 MOM 0.078 3.404 M45 6,545 0.665 0.233 0.0 � 0,00 0.000 0.278 0.000 0.278 YES OA39 0.216 681.516 689.450 OX SWM 91, 0 1 683,980 1.75 685.380 21 2.990 � 54�73 M0032 0,017 1 6.261 1 0.107 1 0,000 0.000 0.000 0.0 0.00 0.000 O� 107 0.000 0.107 YES 0,054 0.071 685.451 686.5oo O.K. r 204 � � � � 677.430 F 206 676.230 1.50 677,430 18 7.436 67,37 0M446 O�301 5.192 0.105 5.178 0.416 0,146 0�0 0.00 O�000 O�250 0.000 0.250 YES 0.125 0,426 67T856 681.190 r � 208 676�670 t50 61T870 18 T486 1113.61 0.00446 I 0.507 5-178 I 0;104 . 54072 � � 0399 . 0.140 I 0.0 . 0.00 � . . 0.000 O�244 0A33 0.244 YES, 0-122 0.629 678.499 68,1.040 ' -OX OX F- 224 1677.340 1.00 678.499 12 1.763 1 46-92 0.00218 0.102 10.209 ,0.405 1 0�000, 0.000 0-000 0.0 O�00 O�00,0 0,405 1.763 0.526 YES 1 0.263 0-365 1 6,81.362 690.230 OX 1 210 677.340 1�50 1 678.540 18 6,912 44.98 I 0.00386 I 0.173 5.072 0,100 6,034 0,565 0.198 0.0 0.00 0.000 0.298 0.115 0.298 YES 0.149 0.322 678.862 682.060 OX F- 212 677.660 1.50 1 678�862 18_ 6.797 38.35 O�00373 0.143 6.034 0-141 6.657 0.688 0.241 0.'O � 0.00 O�000 0,382 0.152 0.382 YES 0.191 0.334 679.196 683.230 OX r 21 1 4 1 7&050 1.50 1 679.250 18 6-1345 19.24 0.00356 0,069 6,657 0-172 &635 1 A 58 1 0.405 0.0 I O�00 0.000 M77 OJ71 0.577 YES I O�289 I 0.357 I 67M07 683150 OX F 216 1,25 �960 15 6.4 0.00895 0,195 8,635 Q,289 7,084 0,779 0.273 0.0 O�00 0.000 0.562 0.167 0.562 YES 0,281 0.476 681.436 683.750 O.K. F 222 1�00 12 1�6 0.00202 0.028 7-084 0. . . 00 0000 Of) 0 on O�000 I 0.1 95 1.695 0.253 YES 0.127 0.154 881 590 685540 OX I I B103 680.500 1.25 681.500 15 1.730 57.17 0�000134 0.037 5.779 0.1 30 1 O�274 1.639 0.574 0.0 0.00 0.000 0,703 0.000 0.703 YES 0.352 0.388 681.888 685.750 OX r � 21 . 8 I 681-600 I 1.25 I I . 682.600 1 . 5 6-34 1 0 I 41.43 . 0-00858 I . 0.355 10.274 1 0A1 . 0 6�855 0J30 1 O�255 1 0.0 I 0.00 O�000 0,665 0.000 0.665 YES 0-333 0.688 6a3.568 1 687.150 OX EX 230 683,040 1.25 1 684.040 15 6�340 , 35�152 0�01007 0.359 6.855 10,182 5�998 0,559 1 0.196 0.0 Q..00 0.000 0.378 0,000 0.378 YES 0,189 0.548 684.588 691.380 OX, r 2 . 32 1 - 683.880 1.25 684.885 15 6�340 51.06 0.01007 0.514 5.998 0.140 6.169 0.591 1 0.207 0.0 0.00 0.000 0.346 0.000 0.346 YES 0-173 0.687 685.572 692.780 OX r 234 684.390 1.25 685.572 1 15 6-340 89.73 0.00858 0370 6A69 0A48 1 0-000 -000 0.000 M 0.00 0.000 OJ48 1 6.540 0.192 YES O�096 0.866 686.438 6W300 OX F 302 1 1 1 676.220 -1 304 675.2201 1.25 676.220 15 5-780 4&93 M0713 Q.328 7.239 0.2Q3 7.288 0;525 0,289 0;0 G;00 0,000 0.492 101,000 1 0.492, Y IES 0.246 0.574 676-794 680.,010 04, I IF 306 675�850 1 1.25 676,850 15 5.780 42.99 0.00713 0.307 7.288 0.206 7.928 0,976 0,342 0.0 0.00 0.000 0.548 0.000 .430 679,340 OX I- I 309 - MAW 1. � I I 5.780 I 88.28 I O�.00713 I O�630 I � I 7.928 0.244 I 10226 1�624 I 0.568 I 0.0 . OwOO � 11 I 0.000 0.81 . .2 I . 0,000 ES . 0.406 I 1�036 678-698 681.830 OX F- 310 678.080 1.25 679�080 15 5J80 33�53 0,0071:3 0.239 10.226 0.40,6 7.588 0,894 0.313 0,0 0-00 0.000 0319 0.000 0-719 YES 0.359 0,599 6,79.806 6.84.00,0 OX. F- 312 679.320 1.25 680-320 15 4-260 21.27 0.0038,7 0�,082 7.588 0224 5.301 0.436 0.153 0.0 0.00 0.000 0.376 O�,000 YES 0.188 0.271 680.591 686.510 O.K. SWM#2, OUr 679.8201 1.25 I 680�8 0 I 15 I 4.26 I 24.57 , 0�00387 1 0,095 5.301 I 0.109 0.000 I 0.000 I ,G.000 I Q.0 0.00 0.000 0�109 I 0�000 YES I 0.055 , 0.150 I 680.970 684.000 OX SWM #1, IN I � I I I � I I I I � 89.000 r 136 688.140 1,00 68,9.000 12 a.257 18.89 0, 00744 � 0,141 6.078 0, 143 5.997 0.558 0.1,95 0.0 0.00 0,000 0,33,9 1.273 0,441 YES 0.�220 0.361 689.361 6,96.160 O�K r 138 688.480 1 �00 689,361 12 1136 47.14 O�006901 0,325 5�997 0.140 4,968 0-383 GA34 0,0 0.00 0.000 0,274 1.205 0-356 YES 0,178 0-503 689,864 696,750 O.K. 1�8A 689-1.70 1.00 689.970 , 12 1,932 11,67 I 1 0.00262 0. 0.147 0,0 Q.00 0.00Q G,243 0,000 0,243 YES 0,121 0.152 1 690.122 697-310 oX 139B - 11589,360 1.00 690.160 12 1,932 19�80 O�00262 O�052 5200 0.105 4.508 0.316 0.110 0.0 0.00 0.000 0,215 0,000 0,215 YES I 0.108 0.160 690.320 697.560 OX. TD 1689.800 1.00 690.600 1.377 30.92 0.00133 0.041 4�508 O�079 0.000 0.000 O�000 0,0 0.00 0-000 0-079 0.000 0.079 YES 0-039 0-081 690.681 692,750 O.K - r 134 686.570 1.50 689.000 , 18 6.385 1 IT59 , 0.00329 0.058 , 6.071 0.143 7.937 , 0.978 , 0.342 I 0.0 I 0.00 I 0,000 0.485 0.000 , 0.485 YES, O�243 0.301 I 689.301 696.450 OX EX 400 686.980 125 689 15 6.385 19J9 0-01021 0.196 T937 0-245 5�816 O�525 0.184 0.0 0.00 0-000 0A28 1.353 0.557 YES 0�278 0.474 689.775 696.680 OX F 402 688,530 1.25 689 5.033, 309.75 0.00635 1.966 5.816 0,131 5.870 0.535 0, 1 87 0.0 O�00 0.000 0.319 1-428 0,414 YES 0,207 2.173 692A50 698.380 O.K. r 404 691.420, 1.25 692-450 15 3-605 36.21 1 O�00326 0A 18 5.870 0.13.4 5.037 0.394 OA38 0.0 0.00 O�000 0.272 0.000 0,272 YES, O� 136 O� 254 692.704 697.970 OX r 406 091,920 1.25 692.920 15 3.605 14.40 Q.00326 O�047 5�037 O�098 3328 0.172 0,060 0.0 0.00 0.000 0.159 2.147 0�206 YES 0.103 0.150 693.070 697.860 O.K- ------ EX 408 F ,692,040 1.25 693.070 1.5 0.736 38.02 0.00014 0.005 3.328 1 O�043 0.000 0.000 0.000 0.0 0.00 0,000 0.043 0.73.6 0,05.6 YES 0,028 0,03,3 693.103 696.020 OX. 1 I- 132 6,88,760 1,00 OW560 I 12 I 0,995 24.21 I 0.00009 I 0,017 8�656. 0,291 Q,OQQ I 0�000 O�000 0.0 0.00 0,00Q , 0,291 0.995 I 0,378 YES 0,189 I 0,206 6W904 I 695.320 o.K. � I- 148 689.150 1.25 690.150 15 1 A05 108.31 0.00042 0.046 15�954 0A88 3.813 0.226 0.079 0.0 O�00 0.000 0.267 0.000 0.267 YES 0-133 0.179 693.197 700.830 OX F 150 093.020 1 �25 694.020 15 1.324 172-49 G.00037 0.065 3.813 0.056 6.953 0,751 0,263 0.0 0.00 0.000 0.319 0.977 0.415 YES 0.207 0.272 694.597 700.110 O.K r 152 684.290 1 �25 694.597 15 0.347 94.03 0.00003 0.002 6.953 0.188 0.000 0.000 0.000 0.0 0.00 0.000 I 0. `188 0.347 1 0.244 Y ES, 0.122 0.124 695.106 1 699.740 OX I I I I I I I I I F 146 688,760 1.00 689.560 12 1.100 27.69 0,00085 0.024 8.919 0.309 � 0.000 0.000 0.000 � O�O O�00 0.000 0.309 - 1-100 0,401- YES 0,201 0,224 691.194 696.690 O.K 154 694�900 1.00 695.700 12 0.085 61.33 0,00001 0.000 1 �825 0.013 O�000 0.000 0.000 0.0 0.00 0.000 1 0.013 0.085 0.017 YES 0-008 1 0-009 1 695.709 699.530 OX SWM#2, IN � I � I I I I I 1 I I � � � 683.000. 1 r3- 7-,:-, --I I '? r, I r,9J'?r,n I 4 r- I ') A Q'I � 12.18 1 0.00132 � 0-016 11.238 1 0,490 1 0,000 I 0,.Ooo � o.000 I oo I n no 1 dCJ0 2 4 " 1 0,637 YES 01319 0.335 683,595 1 687,790 , OX, 2,',*,',,',) E, ,10�-,I:,�,,,.-,,� S't�uell- 2 "J ""? "'! P t-" : .,!: ... :-,-,,! . ...... z- " - , � , ; % 14 � -,7,.'1. " e � �!"-Z.-,IP,V-N� S "u- , ,��, .. , . :.0 , C ') (3 0 0, " f'..;i,i..,I�-t���,�-,..,�il�-..'�,�',, 229n'� VV',iiihirl��,i� :�; D .. , $ -*-*�*. -� I , - -9-1 4p! - �-.-- 01, , 0 * `1-* 10 . . � ��:: I i � .�� - I . �. . ��� � . ....... 1!.'i ... wk, ..,.-A I YOUR VISION.ACHIEVED THROUGH OURS. "-�-�-00---, 0 K * r, unty I I * Punlic Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number VMDO Project Number Checked By Designed By Drawn By 002-34-00-101 1284 e�i - t, ,TH O-P �01V� � � (j�� MeA I . F Bryan D. Cichocki Z , U I Lie. No. 53741 �� i 1* � �31141-2-1 1 ;�P71 W"> ��61�� IONAL ISSUES AND REVISIONS B. CICHOCKI KROESER K. ROESER NO. SUBMITTAL 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 2 FINAL SITE PLAN RESUBMISSION #1 3 WPO PLAN RESUBMISSION #1 4 FINAL SITE PLAN & WOO PLAN SUBMISSION 5 SIGNATURE SET STORM SEWER TABLES DATE I O.AUG.2020 25,NOV.2020 02,DEC.2020 05.FEB.2021 18.MAR.2021 C7n2 M K 4�1,4�1 CLEANOUT STA 10+15.11 10 TOP 691.88 INV IN 687.22 (11-10) INV OUT 687.22 (10-EX MH) EXISTING MANHOLE STA 10+00.00 TOP 692.02 EX2 INV IN 673.44 (EX 8_ PVC) INV IN 686.92 (10-EX MH) INV OUT 673.20 (EX. 8" PVC) 705 695 690 INTERNAL DROP CONNECTION PROPOSED GRADE CLEANOUT STA 12+23.84 13 TOP 697.57 INV IN 691.42 (14-13) INV OUT 691.42 (13-12) CLEANOUT STA 12+19.79 TOP 697.52 12 INV IN 691.32 (13-12) INV OUT 691.32 (12-11) CLEANOUT - TA 10+89.3511 1 Ly OP 694.56 NV IN 688.71 (1:2-11) NV OUT 688.71 (11-10) ...................................................................................................................................................... EXISTING GRADE a� EXIS ING ..................................................................... P.O... R.............. . LINE CLEANOUT 14 STA 12+52.78 TOP 698.24 INV IN 691.97 (15-14) INV OUT 691.97 (14-13) CLEANOUT rN +79.51 8.74 92.62 (16-15) T 692.46 (15-14) CLEANOUT 16 STA 12+89.17 _ TOP 699.17 INV IN 692.86 (GT-16) 695 DOGHOUSE MANHOLE INV IN I I INV OUT 705 700 i I 7001 695 i 1 6951 690 1 1 6901 EXISTING GRADE P t�J 'OP. 8690 6 75 675 685 BEND _.� ...................... .................................................................................................................................�=-GT-3.6685 12-�1 W TERLINE y....a....................................................... OF 13.01' OF 13Q 43 puC 4" PVC 14-13 FIRE 3' MIN: „ 6, 0% @ 0.50% 8.94' OF HYDRANT1':S-52 6" TAPPING WATOERLINE @ 2'0 BUI DING - 10 SLEEV AND VALVE 6" PVC 16-15 3. 6 9' OF :1'MIN 1 89% 9.66 OF 685 INTERNAL DROP 670 670 680680 15-14 4" PVC CONNECTION 1 Q-9 @ 00% .......................................... .............18��.....T...................................... EX ORM ° 26.73 O @ 2.50 /0 PIPE 11-10 6" PVC 4.39' OF ; 74.24' OF @ 1.85% 6";PVC CLAS 6" PVC @ 8.00% DIP @ 2.00% 680 665 665 675 675 TI SANITA Y SEWER WELL SUPPLY AND RETURN LINES 9+50 10+00 11+00 12+00 13+00 SSWR 15 - EXISTING MANHOLE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 EXISTING PROPOSED 7700 GRADE GRADE .......................................................................................................................................................................................... 8" DIP WATERLINE 5 665 14+00 14+50 705 695 .............3.:5' MIN:........ I 695..1 CONNECT TO EXISTING CONNECT TO EXISTING WATERLINE. VERIFY LOCATION � WATERLINE. VERIFY LOCATION AND ELEVATION. I 2. 1' AND ELEVATION. WATER CONNECTION NOTES: 1. CONTRACTOR SHALL CONTACT ACSA PRIOR TO THE START OF ANY WATERMAIN CONSTRUCTION FOR A PRE CONSTRUCTION MEETING. 2. DISRUPTION TO THE SERVICE TO THE WATER METER AND FIRE 685 PROTECTION OF THE EXISTING SCHOOL SHALL BE MINIMIZED TO THE MAXIMUM EXTENT PRACTICAL. IN NO CASE SHALL THE SERVICE BE DISCONNECTED LONGER THAN 48 HOURS TO MAKE THE REQUIRED CONNECTIONS FOR THE WATERMAIN RELOCATION. THIS WORK SHALL OCCUR DURING NONESSENTIAL HOURS OF THE SCHOOL. THE CONTRACTOR SHALL CONTACT THE OWNER IN 680 ADVANCE OF THIS CONSTRUCTION TO COORDINATE EXACT DATES AND TIMES FOR THE WORK TO OCCUR AND WHEN SERVICE MAY BE DISRUPTED. w z w 00 0 z. X 0 W z O m w o 1= rn 0 z W m Ln It 690 PROP. SANITARY SEWER` 12-11 z T X w O h w_W ~ J zW w�- 0 Ln - 00 685 675 9+50 10+00 11+00 12+00 WATERLINE RELOCATION PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 9+50 10+00 11+00 11+50 SSWR 10 - SSWR 9 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 6701 6651 9+50 +11+50 HYDRANT PROFILE FIRE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 705 705 1700 1675 EXISTING PROPOSED: GRADE GRADE ..............................695 J ILDING 6851 ........... 680 ..................".............................................................................................................................................................................................................. (11) 4" GS/GR (GEOTHERMAL) (2) 6 G5/GR (GEOTHE MAL) PIPING (TYP.) :PIPES (48" MINIMUM EX 8" PVC SEWER PIP COVER). SEE SHEET V1800. SEE SECTION N SHEET M8W VAULT. EE DETAIL ON I L TIE SUP LY AND SHEET M802. J RETURN LINES TO GEOTH RMAL WELL SYSTEM. (SEE MEN' PLANS) 6701 NOTE: SEE MECHANICAL SPECS FOR PIPE MATERIALS. 665I 9+50 10+00 11+00 12+00 13+00 14+00 GEOTHERMAL WELL SUP -PLY PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 15+00 E 0 50 PROFILE SCALE ..'VID0Archftacts t 1f"do."o E'1 434.29636,84 ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 TH op Bryan D. Cichocki ' Lie. No. 53741 sS10NAL Checked By B. CICHOCKI Designed By K. ROESER Drawn By K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV,2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 UTILITY PROFILES C7n3 Vild D 0 A rc h i t. s 1720 HEIGHT OF OBJECT = 3.5' 685 9+50 10+00 11+00 HEIGHT OF EYE = 3.5' DR - 390' 12+00 13+00 14+00 15+00 VDOT SIGHT DISTANCE PROFILE HORIZ SCALE: 1"=50' VERT SCALE: I "=5 16+00 17+00 7201 7151 7101 7051 ME 18+00 18+50 5 0 50 PROFILE SCALE , .. ........ ............ ................ --- T CO- ....... ............. .......... W .......... ............. ............ ............. (00, 0) - - - - ------------- ............. VIV — -------- ............ - ----- ------ ----- .... .......... ....... ...... ---- (0 .......... . .............. ov" .......... ...... ..... ..... 7 ------ - ---- LJ .1 qY5 .... ........ ... ....... ..... ..... - ............................ ......... .. .............................................. ... ....... i..11...7N .. ........ 01 ..... .... 1Q VM, Zk-- .......... FIE. k 00 co . .......... .......... to 0 1;0 .......... **! q 15y 7!In co .......... .......... 1 C21 ................ .... ....... • L '0 ;JIM CO co ........ . . . ............ ............... .................................. V.� . ........... . ........ . ... 3, (D L• J . ...... 0) (0 ----------- ............................................ ..................... ........... .......... 0) V . ........... .......... ........... ........................ ........... ............. ko w. . ........ . . 7 0 2 - 70Z . ...... .......................... • f ............................................ All, 703 -5* Q. ; I ........ .... ----------------- ............. . ......... ..... .................. . ........ UFO • 704 UFO . ......... .. . .................................. . ... . . . ........ PROPOSED BUS ENTRANCE - 0 . .......... . . . . . . . . .............. LESS THAN 50 TRIPS PER DAY 7 + 5 Al.- 5 -nn 'Roo MOO 50 .................. ........ . . .......................... i--Lll, - 15+00 40 CELEFT -390 moo, . TDI TAN ...... .. Now +50 ----- --- �N moo ..................... ........ .... ...... ...... ........... 5 - - ------ . ... . .... -A. ........... .......... 14.5' -39 IT A2+OUw. 0.- . .... . ------- --- .......... • ----- -- -------- -- ----- ---------- .. ............ ........... ----------- ...........ri ......... "VI SCALE 1"=30' 0 3'0' 60' <3 4.2 9,6,5 6 84 Q 'u "0 � J; k'i: it 2 wiv "i r: i,, i Av e N`;,' a.::: 7, n YOUR ViSION ACHIEVED THROUGH OURS. ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number VMDO Proiect Number TH op, - ' "0' pt; Bryan D. Cichocki Lie. No. 53741 IONAL 002-34-00-101 1284 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 I0.AUG,2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05,FEB.2021 5 SIGNATURE SET 18.MAR.2021 VDOT SIGHT DISTANCE PROFILE TIMMONS GROUP YOUR VISION ACHIEVEDTHROUGH OURS. ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number VMDO Project Number TBD 1284 e��ALTH O� RANK W. HA�,C III 03/18/21 U w Checked By F. HANCOCK Designed By F. HANCOCK Drawn By M. RACHNER SSUES AND REVISIONS 10. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 OVERALL LANDSCAPE PLAN L 1 n 0 til I�la�l 1-1.1 DETAIL PLANT KEY SHRUBS BOTANICAL NAME CEP OCC CEPHALANTHUS OCCIDENTALIS CLE HUM CLETHRA ALNIFOLIA 'HUMMINGBIRD' COR KEL CORNUS SERICEA 'KELSEY[' HYD MUN HYDRANGEA QUERCIFOLIA 'MUNCHKIN' ILE GLA ILEX GLABRA ILE RED ILEX VERTICILLATA 'RED SPRITE' ITE SPR ITEA VIRGINICA 'SPRICH' TM GRASSES BOTANICAL NAME CAR APL CAREX APPALACHICA CAR MRO CAREX MORROWII CAR PYL CAREX PENSYLVANICA DES GOL DESCHAMPSIA CESPITOSA'GOLDTAU' JUN EFF JUNCUS EFFUSUS PAN SHD PANICUM VIRGATUM 'SHENANDOAH' SPO HET SPOROBOLUS HETEROLEPIS PERENNIALS BOTANICAL NAME HEU AUT HEUCHERA VILLOSA 'AUTUMN BRIDE' HYP CAL HYPERICUM CALYCINUM IRI VER IRIS VERSICOLOR LOB CAR LOBELIA CARDINALIS MON MCX MONARDA X 'GARDENVIEW SCARLET' OSM REG OSMUNDA REGALIS RUD FUL RUDBECKIA FULGIDA FULGIDA SED AUT SEDUM X 'AUTUMN JOY' r !\ BIORETENTION FACILITY 2A PLANTING PLAN ounty 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 'NLTH OF Lr� G W. HAIII %. 149� 03/18/21 C) -PE R TBD 1284 Checked By F. HANCOCK Designed By F. HANCOCK Drawn By M. RACHNER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 DETAIL LANDSCAPE PLAN L 1 n 1 ADD ALT 1 - COURTYARD PLANT KEY SHRUBS BOTANICAL NAME COR KEL CORNUS SERICEA'KELSEYI' HYD MUN HYDRANGEA QUERCIFOLIA 'MUNCHKIN' ILE RED ILEX VERTICILLATA 'RED SPRITE' ITE SPR ITEA VIRGINICA 'SPRICH' TM GRASSES BOTANICAL NAME CAR APL CAREX APPALACHICA CAR MRO CAREX MORROWII SPO HET SPOROBOLUS HETEROLEPIS PERENNIALS BOTANICAL NAME HEU AUT HEUCHERA VILLOSA 'AUTUMN BRIDE' EXISTING SCHOOL BUILDING - '�11f 1 £ f r #` £ TURF fir. vt TURF ,. EXISTING TREE ,r. • 6) ILE RED 7((4*3) SEE SHEET 1.0 :E C /(9) (4) ILE RED` SPO HET FOR TREE HYD MUN PLANT S ING fJ � 'r• .' -•i (27) SPO HET ADD ALTERNATE 1 - COURTYARD PLANTING PLAN YOUR VISION .ACHIEVED 'rHROUGH OURS, ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number VMDO Project Number WK W. III z 03/18/21 pE Ae-Wwl TBD 1284 Checked By F. HANCOCK Designed By F. HANCOCK Drawn By M. RACHNER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC•2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 DETAIL LANDSCAPE PLAN L 1 a 2 Professional Erosion Control Seed Mixture SLOPEMASTER is a seed mixture specifically designed for erosion control where rapid establishment is a necessity with little follow up maintenance. SLOPEMASTER features the durable white clover Durana which is a medium -leafed, intermediate type white clover containing as many as 97 stolo.ns per sq. foot which will secure most erodable soils. Durana is a superior white clover that is persistent and will fixate up to 150 lbs of atmospheric nitrogen per acre per year. The Nitrogen fixation by Durana will provide enrichment to a stand of low maintenance cool & warm season turfgrass. Durana is durable and you can count on it to compliment a stand of tall fescue or bermuda with lespedeza to maintain a long stand life. SLOPEMASTER is also treated with Pennington's exclusive GermMax technology for enhanced establishment. Characteristics: • Extremely durable erosion control mixture • Aggressive growth to provide complete ground cover • Contains perennial seed that establish quickly and last for years • Durana White Clover establishes stoloniforus growth to hold soils in place • Durana White Clover fixates atmospheric Nitrogen for reduced fertilizer requirements fVhere to plant: Primary>ltdap;ab Adaplbd to *wme site Establishment: SLOPEMASTER can be planted by drilling, broadcasting, or hydraulic seeding. Planting can be made throughout the year when mixed with companion grasses that are suitable with planting dates, i.e. tall fescue in the fall or bermudagrass in the spring. Planting depth should be no more than 1/4 inch (6.35 mm) for many stand failures result from planting to deep. Liming to a p.H of 6.0 and providing adequate potassium and phosphorus are necessary to ensure a productive stand. Soil testing is highly recommended. Southern Fall/Spring Mixture: Northern illixture: 50% Turf Type Tall .Fescue 75% Turf Type Tall Fescue 40% Unhulled Serecia Lespedeza 11% Annual Ryegrass 10% Durana White Clover 9% Unhulled Serecia Lespedeza 5% Durana White Clover Seeding Hates: 50-200 Ibs / acre (22.7-90.80 kgs / hectare) P.O. BOX 290 " MADISON, GA 30650 � (706) 342-1234-800-277-1412 STEEP SLOPE PLANTINGS - 3:1 OR GREATER NOT TO SCALE Rain Garden Mix - ERNMX-180 Botanical Name Common Name Price/lb 33.40 % SoVzachyrlum scoparlum, Itasca; Alit/ Ecotype Little Bluestem, 'Itasca', MN Ecotype 10A1 20,00 % Elymus Virginlcus, 'Madlson' Virginia Wildrye,'Madison' 5A0 7.00 % Carex vulpinoldea, PA Ecotype Fox Sedge, PA Ecotype 24X0 5.60 % t:7iasmanthlum latifolium, WY Ecotype [liver Oats, WV Ecotype 80.00 5.50 % Echinacea purpurea Purple Coneflower 36X0 3.00 % Ctramaecrista fasciculata, PA ecotype Partridge Pea, PA Ecotype 6.00 3,00 % Coreapslslanceolata Lanceleaf Coreopsis 24.00 3,00 % Panicum dandestrnum, Tioga peertongue, Toga 16.84 3.00 % Panlcum rigidulum, PA Ecotype Redtop Panicgrass, PA Ecotype 48,00 3,00 % Rudbeckiahirta Blackeyed Susan 20.00 � 3.00 % Verbena A7stata, PA Ecotype Blue Vervain, PA Ecotype 32.00 2.00 % Hellapslsheliantholdes, PA Ecotype Oxeye Sunflower, PA Ecotype 28.00 1.80 % Asdeplas Incariiata, PA Ecotype Swamp Milkweed, PA Ecotype 160.00 1.00 % Carexscoparla, PA Ecotype Blunt Broom Sedge, PA Ecotype 72.00 1.00 % Sennahebecaipa, VA & WV Ecotype Wild Senna, VA & WV Ecotype 24.00 0.60 % Helenium autumnal&, PA Ecotype Common Sneezeweed, PA Ecotype 180.00 0.50 {llo Aster novae-angllae, PA EcooW New England Aster, PA Ecotype 360.00 0,50 % Asterprenantholdes, PA Ecotype zigzag Aster, PA Ecotype 360.00 0,50 % Baptisla australis, Southern WV Ecotype Blue False Indigo, Southern WV Ecotype 80,00 0.50 % Pymaathemum tenuifblium Narrowleaf Mountainmint 140.00 0,50% 21ziaeurea Golden Alexanders 240.00 0A0 % ,Monarda Astulosa, Fort bidiantown Gap -PA Ecotype Wild Bergamot, Fort Indiantown Gap -PA Ecotype 80.00 0,30 % Eupatarlum perfollatum, PA Ecotype Boneset, PA Ecotype 160,00 0.30 % .7uncus tenuis, PA Ecotype Path Rush, PA Ecotype 66,00 0.20 % Juncus efffsus Soft Rush 40.00 0,20 o/v Solidago nemoralis, PA Ecotype Gray Goldenrod, PA Ecotype 360.00 0.20 % Solidayo rugosa, PA Ecotype Wrinkleleaf Goldenrod, PA Ecotype 420.00 100.00 % Mix Price/lb Bulk: $31.12 Seeding Efate: 20 Ib per acre with a cover crop of grain rye at 30 lb per acre Stormwater Management, Uplands & Meadows The native perennial forbs and grasses provide food and cover for rain garden biodiversity. Mix formulations are subject to change without notice depending on the availability of existing and new products. While the formula may change, the guiding philosophy and function of the mix will not. MEADOW MIX NOT TO SCALE County of Mbewarle Ctinservatio a flan Checldist -- Tia be placed can Landscape Plans (Handbook, pp'11,1-284-111-297 for complete specillustious) 1. : The 1`nl wjlj�t RRenxs slnit9l lie sho�i'sn�nlnwz 'frees to fie saved; .LnnrnttaOf £.leariYi±; (uilt;;id4+,'lr3phin><r r3ftrct;3 tt7 bc: tsiEV£:d}; Location and the of pac,teutivo tattein�, tFra�fecftanc3rcpttirinlWxeew�llsealcnlfs; Proposed trenching or wonding u, yai.id th€: limits of clearing. yt &i�rlkan =s: Ill Ali ireus to be saved shall bo masked widi print or ribbc€nc et a hei`tht clearly visible to, etluiptnent operators, I Nti gradfnti; shafl ht *in tlatil the try; markinghas been inspected and apprcrved l)y a County lnspeutor, 3. Pre-collstraieticsln 1'.canfereat�e: 'rreu prt.3er�•atitnu asu�,i l,restt;ctiun. meastJres ,shall be rcvievlcd r�itb tl;e cotftracivr ou site, 4. Ea eel 91 giant d�"'a rxtitin inuil3€orn e: Heavy ecluipziient, vehiuuiar iraffiu and storage of construction utaterials iznclndin; soil shall. net lit: perntnitied sitfain the dr1p1irws of treeii to N, saved. I Soil Erosion and Siormsymer Detention Devie r;;. Sauuh devices shall not adversely affect trees to be sa ed, ts. Iti ems: Fires are riot pQritnitted witidn:.100 feet of" the driplfne of tree,, tU be sae cl. 7. Toxic :Miaterhslc Toxic ffjatexials sltazll tlkit: be stored within 100 feet of the dripline of trees to b<M saved. T'r��s to fx retaiustf triihirn �$0 fcs:t trf tE prcp,tnsud lznildlizg crr tiding activity sh:ili 6e pratccted by £cncin�,. Fencing shall be in place wid 'shall ice irn3p=ted and approved by County lnspeatur prior W grading or cartstnnetirfl7.. 9. i'as Wliss Whm be- ground lf-,vel in?nit bw:riniseri sv itliisi tlni; ddPlinc of a tree w be saved, a tree well shall be provided wid a &:true lzttctic,tt detail submitted l'or appruval. 10. Tree Waili: When the ground level mint'bi3 lowered within the drip ltw a Rats; to ba^ save<i, a tree wall shall be provided; arnd. a <ic:tail sltfsiraiRted'.far approval. I.l, `1'eutnelnir,,i � annd;`1`ttrtractiap;�; wmchiug, iy requirod w hin the; timits of ulvariug, it shall be, done as far away f oin thw truriks of tmes a3 persible. '1'unnelhi under a large tree sb itl be v*nsideted as an altem ative what it is and ipated that necessary trmchirxVis ill d aroy fecider roots. :12. Cfe� air Protettive fencing shall be the lust items retnoved during Lite final cleanup. 1, lilli zre,~_e. l l7an�ag��d t=ere ;nhtiil 1,e trdatefl iraineckiately by prtiiring, fei�tilia.�atinit €11ut}ner 2nithusls rrcz,rzarxiu#tdeti by. a tee~ spEciulst. IT IS T E1E fin V ,1ARE S R,T15P41NSIBIL1`l Y TO C tyN.V R W1111'%`HY CONTRACTOR N'i'RRk,'CfJPJ.SElt.Vr A:-rJ()N, }} t RtFQIa.tUM:ITS, s. tATd`I"Idi l L?iJdtCll�nliF: SIC Af1JtdE (DATEl /1f06 Page 1 of f INSTALL SHRUBS SO THAT THE TOP OF THE ROOTBALL IS AT THE SAME GRADE AS ORIGINALLY GROWN OR 1-2" ABOVE IN POOR DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL REMOVE ALL STRING, WIRE, AND BURLAP FROM TOP % OF BALL SHRUB PLANTING NOT TO SCALE 3- 2" x 2" HARDWOOD STAKES ROOT BALL 12 GAUGE GALVANIZED WIRE NEW 1/2" RUB 12 GAUGE GALVAN ALLOW FOR SLIGHT N 3 2x2 HARDWOO 2'-6" MIN BELOW STAKE SHALL BE MIN. 18" OUT FIR, AND OUTSIDE OF SET ROOTBALL FLUSH TO 1-2" HIGHER IN SLOWLY SOILS. DO NOT COVER TI THE ROOTBALL ROOTFLARE SHALL ABOVE FINISH 73�PL: 1:1 SLOPE 01` PLAN SCARIFY SIDES BEFORE PLACE RO( UNEXCAVATED OR TAI MULTI -STEM TREE - STAKING SPECIFIED NOT TO SCALE PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK PRUNE SUCKERS IF FIELD GROWN, CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP 3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1:1 SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING 2-3" MULCH LAYER, KEEP AWAY FROM TRUNK 1" COMPOST LAYER PROVIDE MULCH UP AND OVER SAUCER 6" SAUCER REMOVE CONTAINER. SCARIFY PERIMETER ROOTS GENERAL NOTES PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY CANOPY TOTAL ACE RBR 9 ACER RUBRUM RED MAPLE 2.5" CAL. B&B 452SF 4068SF BET RIV 16 BETULA NIGRA RIVER BIRCH 2.5" CAL. B&B 464SF 7424SF GIN PSG 13 GINKGO BILOBA'PRINCETON SENTRY' PRINCETON SENTRY MAIDENHAIR TREE 2.5" CAL. B&B 17SF 221SF NYS SYL 4 NYSSA SYLVATICA SOUR GUM 2.5" CAL. B&B 151SF 604SF PLA OCC 13 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 2.5" CAL. B&B 1362SF 20430SF QUE PHE 14 QUERCUS PHELLOS WILLOW OAK 2.5" CAL. B&B 419SF 5866SF TIL COR 8 TILIA CORDATA LITTLELEAF LINDEN 2.5" CAL. B&B 288SF 2304SF EVERGREEN TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY CANOPY TOTAL JUN EAS 45 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 7'-8' HT. B&B 20SF 900SF FLOWERING TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY CANOPY TOTAL COR FLO 3 CORNUS FLORIDA EASTERN DOGWOOD 1.5" CAL., 6' HT. MIN. B&B 124SF 372SF = 42189SF SHRUBS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT SPACING CAL ATH 26 CALYCANTHUS FLORIDUS 'ATHENS' ATHENS SWEETSHRUB 24" HT./SPRD. CONTAINER 48" o.c. ILE DWA 64 ILEX CORNUTA'DWARF BURFORD' DWARF BURFORD HOLLY 24" HT./SPRD. CONTAINER 48" o.c. ILE GLA 32 ILEX GLABRA INKBERRY HOLLY 24" HT./SPRD. CONTAINER 48" o.c. ILE RED 13 ILEX VERTICILLATA 'RED SPRITE' RED SPRITE WINTERBERRY 24" HT./SPRD. CONTAINER 48" o.c. ITE SPR 58 ITEA VIRGINICA 'SPRICH' TM LITTLE HENRY VIRGINIA SWEETSPIRE 24" HT./SPRD. CONTAINER 36" o.c. GRASSES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT SPACING JUN EFF 71 JUNCUS EFFUSUS SOFT RUSH 1 GAL. CONTAINER 18" o.c. PAN HEA 86 PANICUM VIRGATUM 'HEAVY METAL' HEAVY METAL SWITCH GRASS 3 GAL. CONTAINER 24" o.c. PAN SHD 327 PANICUM VIRGATUM 'SHENANDOAH' SHENANDOAH SWITCH GRASS 3 GAL. CONTAINER 24" o.c. PERENNIALS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT SPACING ECH PUR 92 ECHINACEA PURPUREA CONEFLOWER 1 GAL. CONTAINER 18" o.c. HYP CAL 97 HYPERICUM CALYCINUM CREEPING ST. JOHN'S WORT 1 GAL. CONTAINER 18" o.c. RUD HIR 139 RUDBECKIA HIRTA BLACK-EYED SUSAN 1 GAL. CONTAINER 18" o.c. SED AUT 253 SEDUM X 'AUTUMN JOY' AUTUMN JOY SEDUM 1 GAL. CONTAINER 18" o.c. PRE -CONSTRUCTION • 1. CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. • 2. VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. • 3. PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE LANDSCAPE ARCHITECT, DO NOT PRUNE TERMINAL LEADER TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. OR BRANCH TIPS • 4. PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS. • 5. SOIL TESTS SHALL BE PERFORMED TO DETERMINE SOIL CHARACTER AND QUALITY. NECESSARY SOIL AMENDMENTS SHALL BE PERFORMED PER TEST RESULTS TO ENSURE PLANT HEALTH. REMOVE TAGS, LABELS AND PLASTIC SLEEVING DO NOT CONSTRUCTION/INSTALLATION WRAP TRUNK PRUNE BROKEN BRANCHES • 6. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT 2-3" MULCH LAYER TO EDGE OF CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" DRIPLINE. KEEP 4-6" AWAY FROM • 7. LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND TRUNK FLARE CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME. • 8. INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING BACKFILL PLANTING PIT WITH NATIVE AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT SOIL. INCORPORATE SLOW -RELEASE INTERFERE WITH SIGHT DISTANCES. GRANULAR FERTILIZER . 9. CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL 6" SAUCER DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE 1" COMPOST LAYER BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. IF FIELD GROWN CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR INSPECTIONS/GUARANTEE WIRE BASKET FROM TOP % OF BALL. IF CONTAINER GROWN, REMOVE 10. UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTAINER AND CUT CIRCLING ROOTS CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD TAMP SOIL AROUND ROOTBALL BASE PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FIRMLY WITH FOOT PRESSURE SO FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. THAT ROOTBALL DOES NOT SHIFT • 11. ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR. • 12. PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY. • 13. REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. :W 12 GAUGE GALVANIZED WIRE �- 3-2"x2" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8' 2"x2" HARDWOOD STAKE, 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL 2-3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNKFLARE SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE 6" SAUCER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 1 COMPOST LAYER PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. HEIGHT VARIES WITH PLANTS 12" MIN. 7�_\i•l�It�i�q L1.1 DETAIL PLANT SCHEDULE SHRUBS QTY BOTANICAL / COMMON NAME MIN. INSTALLED SIZE ROOT SPACING CEP OCC 1 CEPHALANTHUS OCCIDENTALIS / BUTTONBUSH 36" HT./SPRD. CONTAINER 96" o.c. CLE HUM 16 CLETHRA ALNIFOLIA 'HUMMINGBIRD' / HUMMINGBIRD SUMMERSWEET 24" HT./SPRD. CONTAINER 36" o.c. COR KEL 8 CORNUS SERICEA'KELSEYI' / KELSEYI DWARF REDTWIG DOGWOOD 24" HT./SPRD. CONTAINER 48" o.c. HYD MUN 17 HYDRANGEA QUERCIFOLIA 'MUNCHKIN' / OAKLEAF HYDRANGEA 24" HT./SPRD. CONTAINER 48" o.c. ILE GLA 41 ILEX GLABRA / INKBERRY HOLLY 24" HT./SPRD. CONTAINER 48" o.c. ILE RED 157 ILEX VERTICILLATA 'RED SPRITE' / RED SPRITE WINTERBERRY 24" HT./SPRD. CONTAINER 48" o.c. ITE SPR 97 ITEA VIRGINICA'SPRICH' TM / LITTLE HENRY VIRGINIA SWEETSPIRE 24" HT./SPRD. CONTAINER 36" o.c. GRASSES QTY BOTANICAL / COMMON NAME MIN. INSTALLED SIZE ROOT SPACING CAR APL 30 CAREX APPALACHICA / APPALACHIAN SEDGE 1 GAL. CONTAINER 18" o.c. CAR MRO 67 CAREX MORROWII / JAPANESE SEDGE 1 GAL. CONTAINER 18" o.c. CAR PYL 117 CAREX PENSYLVANICA / PENNSYLVANIA SEDGE 1 GAL. CONTAINER 18" o.c. DES GOL 79 DESCHAMPSIA CESPITOSA 'GOLDTAU' / GOLD DEW TUFTED HAIR GRASS 3 GAL. CONTAINER 30" o.c. JUN EFF 589 JUNCUS EFFUSUS / SOFT RUSH 1 GAL. CONTAINER 18" o.c. PAN SHD 114 PANICUM VIRGATUM 'SHENANDOAH' / SHENANDOAH SWITCH GRASS 3 GAL. CONTAINER 24" o.c. SPO HET 417 SPOROBOLUS HETEROLEPIS / PRAIRIE DROPSEED 1 GAL. CONTAINER 18" o.c. PERENNIALS QTY BOTANICAL / COMMON NAME MIN. INSTALLED SIZE ROOT SPACING HEU AUT 87 HEUCHERA VILLOSA 'AUTUMN BRIDE' / AUTUMN BRIDE CORAL BELLS 1 GAL. CONTAINER 18" o.c. HYP CAL 107 HYPERICUM CALYCINUM / CREEPING ST. JOHN'S WORT 1 GAL. CONTAINER 18" o.c. IRI VER 78 IRIS VERSICOLOR / BLUE FLAG 1 GAL. CONTAINER 18" o.c. LOB CAR 176 LOBELIA CARDINALIS / CARDINAL FLOWER 1 GAL. CONTAINER 18" o.c. MON MCX 34 MONARDA X 'GARDENVIEW SCARLET' / GARDENVIEW SCARLET BEE BALM 1 GAL. CONTAINER 18" o.c. OSM REG 52 OSMUNDA REGALIS / ROYAL FERN 1 GAL. CONTAINER 18" o.c. RUD FUL 230 RUDBECKIA FULGIDA FULGIDA / ORANGE CONEFLOWER 1 GAL. CONTAINER 18" O.C. SED AUT 60 SEDUM X 'AUTUMN JOY' / AUTUMN JOY SEDUM 1 GAL. CONTAINER 18" o.c. L1.2 ADD ALT 1 - COURTYARD PLANT SCHEDULE SHRUBS QTY BOTANICAL / COMMON NAME MIN. INSTALLED SIZE ROOT SPACING COR KEL 8 CORNUS SERICEA 'KELSEYI' / KELSEYI DWARF REDTWIG DOGWOOD 24" HT./SPRD. CONTAINER 48" o.c. HYD MUN 9 HYDRANGEA QUERCIFOLIA 'MUNCHKIN' / OAKLEAF HYDRANGEA 24" HT./SPRD. CONTAINER 48" o.c. ILE RED 10 ILEX VERTICILLATA 'RED SPRITE' / RED SPRITE WINTERBERRY 24" HT./SPRD. CONTAINER 48" o.c. ITE SPR 51 ITEA VIRGINICA 'SPRICH' TM / LITTLE HENRY VIRGINIA SWEETSPIRE 24" HT./SPRD. I CONTAINER 36" o.c. GRASSES QTY BOTANICAL / COMMON NAME MIN. INSTALLED SIZE ROOT SPACING CAR APL 30 CAREX APPALACHICA / APPALACHIAN SEDGE 1 GAL. CONTAINER 18" o.c. CAR MRO 67 CAREX MORROWII / JAPANESE SEDGE 1 GAL. CONTAINER 18" O.C. SPO HET 70 SPOROBOLUS HETEROLEPIS / PRAIRIE DROPSEED 1 GAL. CONTAINER 18" o.c. PERENNIALS QTY BOTANICAL / COMMON NAME IN. INSTALLED SIZE ROOT SPACING HEU AUT 87 HEUCHERA VILLOSA 'AUTUMN BRIDE' / AUTUMN BRIDE CORAL BELLS 1 GAL. CONTAINER 18" o.c. EDGE OF BUILDING, WALK OR STRUCTURE VOIDS MULCH LINE PLANT UNDER DRIP LINE OF LIMBED UP SHRUBS & TREES TRIANGULAR INFILL SPACING PLANT PERIMETER AT INDICATED SPACING PLANT UP TO EDGE OF SHRUBS UNLESS OTHERWISE NOTED PLANT 2-3" MULCH LAYER 1" COMPOST LAYER AMENDED SOIL MIX UNDISTURBED EARTH STREET TREE PLANTING REQUIREMENTS * per Sec. 32.7.9.5 of the Albemarle County Code. REQUIREMENT YARD LENGTH CALCULATIONS REQUIRED PROVIDED 15 LARGE TREES 1 LARGE TREE PER 50 LF 745' 745/50 = 14.9 TREES 15 TREES (11 EXISTING) PARKING LOT LANDSCAPE REQUIREMENTS * per Sec. 32.7.9.6 of the Albemarle County Code. REQUIREMENT AMOUNT CALCULATIONS REQUIRED PROVIDED 5% OF THE PAVED PARKING AREA IS TO BE 76,687 SF 76,687 x .05 = 3,834.35 SF 3,835 SF 3,965 SF LANDSCAPED 1 LRG. OR MED. SHADE 181/10 = 18.1 SHADE 19 SHADE TREES TREE PER 10 PARKING 181 SPACES TREES 19 SHADE TREES (1 EXISTING) SPACES TREE CANOPY REQUIREMENTS * per Sec. 32.7.9.8 of the Albemarle County Code. REQUIREMENT SITE AREA CALCULATIONS REQUIRED PROVIDED 10% OF THE SITE IS TO 42,189 SF(PROPOSED) + BE COVERED BY TREE 830,049 SF 830,049 /A 0 = 83,005 SF 83,005 SF 176,343 SF(EXISTING) _ CANOPY 218,532 SF MEADOW PLANTINGS SCHEDULE MEADOW PLANTINGS - SEE DETAIL #6 12,901 SF '1111, AV V )%JX I 2 ,1€ ) C) YOUR VISION ACHIEVED "IH H OURS. 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 �N TH OP FO � NK W. HA M o. 1 7403/18/21 w s ti� C'A pE AR� Checked By F. HANCOCK Designed By F. HANCOCK Drawn By M. RACHNER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25,NOV.2020 3 WPO PLAN RESUBMISSION 91 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 LANDSCAPE NOTES AND DETAILS CONSERVATION CHECKLIST NOT TO SCALE DECIDUOUS TREE - STAKING SPECIFIED NOT TO SCALE GROUNDCOVER/ PERENNIAL PLANTING NOT TO SCALE L 2. 0 �� riMMONS GROUP KOUR VISION ACHIEVED THROUGH OURS. '-)ubhC Schools �LBEMARLE COUNTY PUBLIC SCHOOLS ;ROZET ELEMENTARY 'CHOOL ADDITION, ZENOVATION AND SITE MPROVEMENTS 407 Crozet Avenue, Crozet, VA 22932 '.Iient Project Number /MDO Proiect Number ALTH pF Lr� �r 'SANK W. C KI o. 14 k 03/18/21 APE AR O TBD 1284 3hecked By F. HANCOCK Designed By F. HANCOCK Drawn By M. RACHNER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 OVERALL LAYOUT AND MATERIALS PLAN L3mO MA Gl�ia�a � YOUR VISION ACHIEVED THROUGH 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 PE AA� Checked By F. HANCOCK Designed By F. HANCOCK Drawn By M. RACHNER SSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 PLAYGROUND LAYOUT AND MATERIALS PLAN L3n 1 M 09. Gllja la . 1 : : .......................... : : : i - ' . I t I I : : : : i . : /. F : !,. : : : : : : : . : . 1. . 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' . . - .... ;J. / �' i .c J , .: .. a I '3 , . �f ` -"'. % :........... ' .., -.. ' I // ,. �,J . .. 'O/ 11 : /• i .: : : : \�� ,: _ _ 1 . .-, _ :�iiili§iil�!�',A' 1. ,. ::..................................... .. :% •% , J.. . . F'# O 1 �. '. : ::: - ' E8 aVN :>�< . - 11 ... / . 1. `'. : ': : : .: . : - _:': / .. -, i I. - SCALE 1 /411 1 1011 ..., ... . ... .. , _.... ,. : . . : ,- -, 0 4 8 . . .. \ ' ' 0 * *,& 0 - - � 1. rr:> YOUR VISION ACHIEVED N N OURS. 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 7�1Tx -oF &NK W. C III z o.lIC, - k03/18/21 AAE AR�w Checked By F. HANCOCK Designed By F. HANCOCK Drawn By M. RACHNER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB,2021 5 SIGNATURE SET 18.MAR,2021 COURTYARD LAYOUT AND MATERIALS PLAN L3m2 FACE OF BUILDING V M I) O 2" COMPACTED STONE DUST PATH W/ STABILIZER 4" COMPACTED VDOT #21A STONE BASE COMPACTED SUBGRADE - 95% S.P.D. COMPACTED — SUBGRADE - 95% S.P.D. FLUSH CONCRETE CURB 1 1/2" = 1'-0" :.. _J%_- ►r_ r . M 6" FLUSH CONC. CURB - 3,500 PSI @ 28 DAYS RAIN GARDEN - REF. CIVIL DWGS. 3'-0" SLOPE 2% DECORATIVE STONE BORDER 1 1/2" = 1'-0" 3/16" THK. STEEL EDGING W/ 12" STAKES @ 24" O/C TURF ..................... STONE DUST PAVING 1 1/2" = 1'-0" ADD ALTERNATE #1 3/16" THK. STEEL EDGING W/ 12" STAKES @ 24" O/C LARGE CHALET STONE - 4" MIN. DEPTH ROT -RESISTANT LANDSCAPE FABRIC 2" COMPACTED STONE DUST PAVING W/ STABILIZER 4" COMPACTED VDOT #21A STONE BASE COMPACTED SUBGRADE - 95% S.P.D. 9" MIN. DEPTH PLAYGROUND MULCH EXTRUDED ASPHALT CURB g" Ole ROT-RESISTANT LANDSCAPE FABRIC - LIGHT DUTY ASPHALT TURN UP AT EDGES PAVING - REF. CIVIL DWGS. PLAYGROUND EDGING - SECTION 1 1/2" = 1'-0" ADD ALTERNATE #1 � CONCRETE PAVING 1 1 4" COMPACTED VDOT #21A STONE BASE 1 ' 2'-2" 1/2" CAULKED EXP. JT W/ S.S. DOWEL @ 24'. 1 1 o/c 1 CONCRETE STEPS SLOPE TOP OF CONC. TO 1 DRAIN 5/4 x 3 IPE W/SLOTS r�. ' 1 x 4 STRIP @ 18" 0/C o ..,........ ........... ..........:: (........... ° ..�.._. 1 ATTACH TO 1 x 4 W/DECK V ::::::::::::::.:::::...:: CLIPS ° sr ;� . ..... ..... i i i ... ...... ... ..: f... ,; _ _ !_1 .; ... :... ...: :... ... .. ... E... ...: .. ..... ...... ..... ..... ..... :... ...E NO SLOTS ON E L— —; ,..--.......... - .'...._..—° EDGE PIECES - ::_. TYP. (—I i •—E 1 z - ..... 1......-1 ........... - 1 w .::.:.........: ..:........ ... ......... ::.:::......... I ......., i....,., ..... E :� .. — l — ""'�� .:..mm.;..i— REF. STRUCT. DWGS. FOR _ i. I WALL AND FOOTING DESIGN ..........: : ........... ::.::: L• 1 .... ....... .,........ ... .... ...E E E... .... ,. .... ':..._ �:...............`...`.: .........`.. '..._;y'• ........... ;_�1...._E iYE,..........; L.......... ;.. i.........;•.' I ?....E i i.,.............. ... ?....i i i....i L... ... , ...........� E I .... I ........... ,:..- ::...........:1 iE ._'::.:..' .:' :........:............. �............... . _......__ j] '_.E:y.......jj.... ....?,....:......... :L.i.... �...'...' . . EE i i j... 1 COURTYARD SEATING - SECTION 2 1 1" = 1'-0" ADD ALTERNATE #4 SLOPE TOP OF CONC. TO 1 1'-6" DRAIN ' 1 CONCRETE SEAT WALL #4 REBAR @ 12 O.C. SLOPE TOP OF CONC. TO 1 ' 1 ' DRAIN / • 4� '. AR @ 12" O.C. 5/4 x 3 IPE W/SLOTS 1 HORIZ. 1 1 ol 2' � 1 x 4 STRIP @ 18" O/C 1/2" CHAMFER - TYP. ATTACH TO 1 x 4 W/DECK ' _ CONCRETE WALL I #4 HORIZ. REBAR 18" O/C @ 1 I CLIPS ' _ #4 VERT. REBAR @ 18" O/C 1 1 - — — NO SLOTS ON 1 CONCRETE WALL -SMOOTH 1/2" CAULKED EXP. JT EDGE PIECES - FINISH W/ S.S. DOWEL @ 24" w A ' w TYP. 1 4i< 1 1 / O/C • ° ' 2 , ' ,< .... ..... — 1 SIDEWALK CONCRETE PAVING ;: ..... E _ T 1 ....... ... ..... ,, n.. .... 1 ' 6" VDOT #57 STONE - —T= -::: 4 I 1 ' #21AOSTONE BASEDO „ .. ..: ... .... W _ io r 1 ... .. 1 , RESISTANT FILTERHER_ • t FABRIC 1..........1 .. ... :....... 1 4„ PE RF PIPE HOLES - ►— j.................... . 1 .... ...... .... ...... ... ...... DOWN CONNECT TO ... . �. ..... --) �— ..... .... ..... ROOF DRAINAGE SYSTEM " #4 HORIZ. REBAR @ 18 O/C • - — 3 2 LONG _ 1 .r ` #4 HORIZ RE BAR @ 21 O/C ' ' 1 — .. 1 : ....... .... -:= _ CONT.JJ , ..... ... - ... ;1 a a a CONCRETE FOOTING 3000 ; �. a PSI @ 8 DAYS 2 E E� 1 Q 1 1 ,! 1 v d d. Q 4 4 T COMPACTED SUBGRADE i i k-- i j I _.......:_ i E i """""' : � 4 Q 1 1 '- aFE..........f� 1 CONCRETE FOOTING ' 1 ... REF. STRUCT. DWGS. FOR 2 #4 REBAR x 3' LONG @12" ' ' I WALL AND FOOTING ' O.C. DESIGN ...........:... (6) #4 REABAR - CONT. 1 CONCRETE SEAT WALL 1 COURTYARD PLANTING BED RETAINING WALL DINING TERRACE SEAT WALL - SECTION 1 8 6 3 1 1 1/2" = 1'-0" 1 1"= 1'-0" '' 1"= 1'-0"J 1 L J L t YOUR VISION ACHIEVED THROUGH OURS. Ceim-yarle 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 �ALIH OF �O C J ram: NK W. 14C 1 M. 14� y 03/18/21 ` lcg,PE AR 1 Checked By Designed By Drawn By ISSUES AND REVISIONS F. HANCOCK F. HANCOCK M. RACHNER NO. SUBMITTAL 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 2 FINAL SITE PLAN RESUBMISSION #1 3 WPO PLAN RESUBMISSION #1 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 5 SIGNATURE SET DETAILS DATE 10,AUG.2020 25,NOV.2020 02.DEC.2020 05.FEB.2021 18.MAR.2021 L4mO PROPOSED PHASING PLAN: PHASE 1: SUMMER 1 SITEWORK (APR 21 - JUL 21; 4 MONTHS) INSTALL ALL SAFETY BARRICADES (SITEWORK) 1.1 - GENERAL PHASE SETUP TASKS 1.1A CONTRACTOR TRAILER AREA TO UTILIZE EXISTING GRAVEL LOT; EXPAND AS NECESSARY UP TO FIELD 1.1 B CONTRACTOR TO INSTALL GRAVEL ROAD FOR EMERGENCY ACCESS TO THE EAST SIDE OF THE PROPERTY TO SOCCER AND BALL FIELDS (NOT SHOWN). MAINTAIN CLEAR VEHICULAR PASSAGE AT ALL TIMES DURING THIS PHASE. 1.1C DEMOLISH PORTION OF EXIST WALLS TO CREATE TEMP EMERGENCY EGRESS DOORS FROM EXISTING SCHOOL (TO REMAIN UNTIL PHASE 4) (TYP. OF 2) 1.2 - DRILL WELLFIELD 1.3 - BUILD NEW BUS LOOP AND ROAD TO CROZET AVE. (PROVIDE INTERMEDIATE COURSE OF ASPHALT INITIALLY; FINAL COURSE IN PHASE 4) 1.3A INSTALL STORMWATER STRUCTURES AND PIPE 1.3B INSTALL CURBS 1.3C HATCHED AREA MUST REMAIN CLEAR AND UNDISTURBED UNTIL END OF SCHOOL YEAR (MID-JUNE) 1.4 - BUILD DOAS CLOSET IN EXISTING LEVEL 01 BREEZEWAY (JUN-JUL) 1.5 - BUILD NEW PLAYGROUND & ADJACENT SITE WORK (JUN-JUL) PHASE 2: NEW CONSTRUCTION (APR 21 - JUL 22; 16 MONTHS) 2.1 - GENERAL PHASE SETUP TASKS (MUST OCCUR PRIOR TO START OF SCHOOL) 2.1A INSTALL DUST PARTITIONS AND SAFETY BARRICADES (AT ALL LEVELS ADJ TO NEW WORK) 2.1B ERECT TEMPORARY EGRESS STAIR 01 & CONSTRUCTION BARRIERS (WALLS & ROOF) FROM 1995 WING UPPER LEVEL. EXISTING EXTERIOR EGRESS STAIR AND PATH TO BE PROTECTED FROM NEW CONSTRUCTION & REMAIN OPERATIONAL UNTIL TEMP EGRESS STAIR 01 IS CONSTRUCTED. ERECT NEW TEMP EGRESS DOOR FROM EXIST LOWER LEVEL 2.1C MAINTAIN SAFE EGRESS PATH FROM EXISTING EGRESS DOORS AT SOUTH WALL OF GYM AT ALL TIMES. COORDINATE THIS PATH WITH EXIST SITE STAIRS AND NEW TEMPORARY EGRESS STAIR 01. 2.1D ERECT TEMPORARY EGRESS STAIR 02 (WITH ROOF) AT EXIST AFTER -SCHOOL OFFICE. 2.1E ERECT CONSTRUCTION BARRIERS ALONG ENTIRE LENGTH OF EGRESS PATH TO SIDEWALK, 2.2 - NEW CLASSROOM WING AND MOVEMENT ADDITION 2.2A DEMOLISH EXISTING 1995 ADDITION EXTERIOR EGRESS STAIR (ONCE TEMP EGRESS STAIR 01 IN PLACE & SAFE) 2.3 - NEW KITCHEN ADDITION 2,3A PROVIDE TEMPORARY ABOVE GROUND OIL TANK PRIOR TO THE REMOVAL OF THE EXISTING UNDERGROUND OIL TANK (SEE CIVIL AND MECH.) 2.31B HATCHED AREA MUST REMAIN CLEAR FOR ALL SCHOOL TRAFFIC DURING SCHOOL DAY) 2A - NEW WORK IN EXISTING BOILER ROOM (LEVEL 1) PHASE 3:�SUMMER 1 RENOVATION (JUN 21 - JUL 21: 2 MONTHS 3.OA - INSTALL DUST PARTITIONS AND SAFETY BARRICADES 3.OB - EXIST CAFETERIA TO SERVE AS TEMP ADMIN DURING SUMMER RENO 3.1-ADMIN SUITE RENOVATIONS 3.2 - LIBRARY EXPANSION (RENOVATION) PHASE 4: SUMMER 2 RENOVATION (JUN 22 - JUL 22; 2 MONTHS) DE -MOBILIZE CONTRACTOR TRAILERS 4.1- LEVEL 01 & 02 EXIST CLASSROOM MECH AND ARCH WORK 4.2 - RENOVATE EXIST KITCHEN AS DINING EXPANSION AFTER OWNER REMOVES EXG, EQUIPMENT. 4.3 - FINAL ASPHALT TOP COAT (BUS LOOP AND ENTRY ROAD) 4.4 - PARKING LOT IMPROVEMENTS 4.5 - BUILD PROPOSED OUTDOOR BASKETBALL COURT & COMPLETE SIDEWALK CONNECTIONS TO TENNIS AND SCHOOL NETWORK 4.6 - REMOVE CONSTRUCTION BARRIERS & COMPLETE NEW COURTYARD AT TEMPORARY EGRESS LOCATIONS 4.7 - REMOVE TEMPORARY EGRESS COMPONENTS & RESTORE EXISTING CONSTRUCTION r' GC SHALL PLAN TO'W AROUD (2)'. DUI I- HICH TO REMAIN ACCESSI TO SCH09L STAFF AT TIN i PROPOSED PHASING SCHEDULE: PHASE 1 APR'21- JUL'21 PHASE 2 APR'21 - JUL'22 PHASE 3 JUN'21-JUL'21 PHASE 4 JUN'22 - JUL'22 ............ ......... ..... ............ ._.. .......... �. ............................................� �.. .................................. ...................::::::::::::.......... t• o-. •`S f.+ 2021 2022 APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG NOTE: FOR ADDITIONAL INFORMATION AND DATE, SEE "SUPPLEMENTAL GENERAL CONDITIONS" OF THE PROJECT MANUAL. / l i� i LEGEND O CONTRACTOR STAGING, STORAGE, & PARKING O CONSTRUCTION ENTRANCE PROPOSED CONSTRUCTION FENCE AREA AVAILABLE FOR CONTRACTOR (FOR EACH PHASE) AREA TO REMAIN CLEAR & UNOBSTRUCTED DURING SCHOOL DAY/YEAR BUILDING ADDITION AREAS BUILDING RENOVATION AREAS TEMPORARY EGRESS ROUTES (TO BE PROTECTED FOR DURATION OF PHASE/PROJECT) CAR DROP-OFF / PICK-UP ROUTE BUS DROP-OFF / PICK-UP ROUTE J ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, PHASING DIAGRAMS - PHASES 1 & 2 G005 �,�, LEGEND O CONTRACTOR STAGING, STORAGE, & PARKING O CONSTRUCTION ENTRANCE PROPOSED CONSTRUCTION FENCE AREA AVAILABLE FOR CONTRACTOR (FOR EACH PHASE) AREA TO REMAIN CLEAR & UNOBSTRUCTED DURING SCHOOL DAY/YEAR BUILDING ADDITION AREAS BUILDING RENOVATION AREAS TEMPORARY EGRESS ROUTES (TO BE PROTECTED FOR DURATION OF PHASE/PROJECT) CAR DROP-OFF / PICK-UP ROUTE BUS DROP-OFF / PICK-UP ROUTE J ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, PHASING DIAGRAMS - PHASES 1 & 2 G005 �,�, A. BETWEEN EXIST QUICK START TENNIS '.... _ .. .._..... < i & MEADOW I � i I k i � _.................. l `( it t PHASE 3 (SUMMER 2021) r, , t I .i PROPOSED PHASING PLAN: PHASE 1: SUMMER 1 SITEWORK (APR 21 - JUL 21; 4 MONTHS) PHASE 2: NEW CONSTRUCTION (APR 21 - JUL 22; 16 MONTHS) PHASE 3: SUMMER 1 RENOVATION (JUN 21 - JUL 21; 2 MONTHS) INSTALL ALL SAFETY BARRICADES (SITEWORK) 3.OA - INSTALL DUST PARTITIONS AND SAFETY BARRICADES 2.1 - GENERAL PHASE SETUP TASKS (MUST OCCUR PRIOR TO START OF SCHOOL) 3.OB - EXIST CAFETERIA TO SERVE AS TEMP ADMIN DURING SUMMER RENO 1.1 - GENERAL PHASE SETUP TASKS 2.1A INSTALL DUST PARTITIONS AND SAFETY BARRICADES (AT ALL LEVELS ADJ TO NEW WORK) l AA CONTRACTOR TRAILER AREA TO UTILIZE EXISTING GRAVEL LOT; EXPAND AS 2.1B ERECT TEMPORARY EGRESS STAIR 01 & CONSTRUCTION BARRIERS (WALLS & ROOF) FROM 3.1 - ADMIN SUITE RENOVATIONS NECESSARY UP TO FIELD 1995 WING UPPER LEVEL. EXISTING EXTERIOR EGRESS STAIR AND PATH TO BE 1.1B CONTRACTOR TO INSTALL GRAVEL ROAD FOR EMERGENCY ACCESS TO THE PROTECTED FROM NEW CONSTRUCTION & REMAIN OPERATIONAL UNTIL TEMP EGRESS 3.2 - LIBRARY EXPANSION (RENOVATION) EAST SIDE OF THE PROPERTY TO SOCCER AND BALL FIELDS (NOT SHOWN). STAIR 0113 CONSTRUCTED, ERECT NEW TEMP EGRESS DOOR FROM EXIST LOWER LEVEL MAINTAIN CLEAR VEHICULAR PASSAGE AT ALL TIMES DURING THIS PHASE. 2.1C MAINTAIN SAFE EGRESS PATH FROM EXISTING EGRESS DOORS AT SOUTH WALL OF GYM PHASE 4: SUMMER 2 RENOVATION (JUN 22 - JUL 22; 2 MONTHS) 1.1C DEMOLISH PORTION OF EXIST WALLS TO CREATE TEMP EMERGENCY AT ALL TIMES. COORDINATE THIS PATH WITH EXIST SITE STAIRS AND NEW TEMPORARY DE -MOBILIZE CONTRACTOR TRAILERS EGRESS DOORS FROM EXISTING SCHOOL (TO REMAIN UNTIL PHASE 4) (TYP. OF 2) EGRESS STAIR 01. 2.1D ERECT TEMPORARY EGRESS STAIR 02 (WITH ROOF) AT EXIST AFTER -SCHOOL OFFICE. 4.1 - LEVEL 01 & 02 EXIST CLASSROOM MECH AND ARCH WORK 1.2 - DRILL WELLFIELD 2.1 E ERECT CONSTRUCTION BARRIERS ALONG ENTIRE LENGTH OF EGRESS PATH TO SIDEWALK. 4.2 - RENOVATE EXIST KITCHEN AS DINING EXPANSION AFTER OWNER REMOVES EXG. EQUIPMENT. 1.3 - BUILD NEW BUS LOOP AND ROAD TO CROZET AVE. 2.2 - NEW CLASSROOM WING AND MOVEMENT ADDITION 4.3 - FINAL ASPHALT TOP COAT (BUS LOOP AND ENTRY ROAD) (PROVIDE INTERMEDIATE COURSE OF ASPHALT INITIALLY; FINAL COURSE IN PHASE 4) 2.2A DEMOLISH EXISTING 1995 ADDITION EXTERIOR EGRESS STAIR 4.4 - PARKING LOT IMPROVEMENTS 1.3A INSTALL STORMWATER STRUCTURES AND PIPE (ONCE TEMP EGRESS STAIR 01 IN PLACE & SAFE) 4.5 - BUILD PROPOSED OUTDOOR BASKETBALL COURT & COMPLETE 1.313 INSTALL CURBS SIDEWALK CONNECTIONS TO TENNIS AND SCHOOL NETWORK 1.3C HATCHED AREA MUST REMAIN CLEAR AND UNDISTURBED UNTIL END OF SCHOOL 2.3 - NEW KITCHEN ADDITION 4.6 - REMOVE CONSTRUCTION BARRIERS & COMPLETE NEW YEAR (MID-JUNE) 2.3A PROVIDE TEMPORARY ABOVE GROUND OIL TANK PRIOR TO THE REMOVAL OF THE COURTYARD AT TEMPORARY EGRESS LOCATIONS EXISTING UNDERGROUND OIL TANK (SEE CIVIL AND MECH.) 4.7 - REMOVE TEMPORARY EGRESS COMPONENTS & RESTORE 1.4 - BUILD DOAS CLOSET IN EXISTING LEVEL 01 BREEZEWAY (JUN-JUL) 2.36 HATCHED AREA MUST REMAIN CLEAR FOR ALL SCHOOL TRAFFIC DURING SCHOOL DAY) EXISTING CONSTRUCTION 1.5 - BUILD NEW PLAYGROUND & ADJACENT SITE WORK (JUN-JUL) 2.4 - NEW WORK IN EXISTING BOILER ROOM (LEVEL 1) PROPOSED PHASING SCHEDULE: 2021 2022 APR I MAY I JUN JUL AUG I SEP OCT NOV I DEC JAN FEB I MAR I APR MAY I JUN JUL I AUG PHASE 1 APR'21 - JUL'21 NOTE: FOR ADDITIONAL INFORMATION AND DATE, SEE "SUPPLEMENTAL GENERAL CONDITIONS" OF THE PROJECT MANUAL. LEGEND ® CONTRACTOR STAGING, STORAGE, & PARKING O CONSTRUCTION ENTRANCE PROPOSED CONSTRUCTION FENCE AREA AVAILABLE FOR CONTRACTOR (FOR EACH PHASE) AREA TO REMAIN CLEAR & UNOBSTRUCTED DURING SCHOOL DAY/YEAR BUILDING ADDITION AREAS BUILDING RENOVATION AREAS TEMPORARY EGRESS ROUTES (TO BE PROTECTED FOR DURATION OF PHASE/PROJECT) ............ :' CAR DROP-OFF / PICK-UP ROUTE BUS DROP-OFF / PICK-UP ROUTE J hools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Ave, Crozet, VA 22932 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 M� Lie. NO.. 011680. Checked By KAT Drawn By BP, TJ L/ ISSUES AND REVISIONS NO, I XT'- 1 SCHEMATIC DESIGN PRICING SET 29 MAY 2020 2 DESIGN DEVELOPMENT 04 SEP, 2020 3 75% CONSTRUCTION DOCUMENTS 20 NOV, 2020 4 90% CONSTRUCTION DOCUMENTS 18 DEC. 2020 5 BID DOCUMENTS 09 FEB. 2021 PHASING DIAGRAMS - PHASES 3 &4 MPK 41la)gl v3 k ..Si. . 00 00 LIGHT FIXTURE SCHEDULE i DESCRIPTION BASIS OF DESIGN TYPE 3 DISTRIBUTION LED AREA LIGHT WITH FULL COOPER RV—C40—D-73 �'CUT—OFF P ON 20 FOOT TALL POLE EXISTING TYPE 3 COOPER JPRV DISTRIBUTION LED AREA LIGHT WITH FULL CUT—OFF ALBERMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Ave, Crozet, VA 22932 Client Project Number 002-34-00-101 VMDO Project Number 1284 PLT H OR V ROBERT �Q, ' ANTHONY 2 HANS D Lic. No. t02 043 9 ?/ONAL , Checked By DDY Drawn By DDY ISSUES AND REVISIONS NO. SUBMITTAL 2 PERMIT RE- SUBMITTAL SITE LIGHTING LAYOUTS DATE 05.FEB.2021 PREVAIL Esi 00 mp< 4/010( U.0 ux U.0 U.0 U.0 U.0 U.0 U.0 U.0 U.0 U.0 U.0 U.0 U.0 U.0 U.0 U.0 U.0 U.0 U.0 U.0 U.0 V.0 U.0 U.0 U.0 U.0 U.0 U.1 U.-I U.1 U.1 U.1 U. I U. I UA U.1 U. 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