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SDP202400013 Plan - Submittal (First) Initial Site Plan 2024-02-16
SITE INFORMATION TAX MAP PARCEL, ZONING, AND OWNER INFO: PARCEL AREA: 15.80 AC LIMITS OF DISTURBANCE: 13.20 Acres IMPERVIOUS AREA: EXISTING 0.05 ACRES PROPOSED 4.54 ACRES ZONING: R1 OVERLAY DISTRICT: STEEP SLOPES (MANAGED) NE 09100-00-00-01100 COUNTY OF ALBEMARLE SCHOOL BOARD 133 GALAXIE FARM LANE CHARLOTTESVILLE, VIRGINIA 22902 DB. 5258 PG. 620 W SOUTHERN FEED AIRPORT IMPACT AREA MAGISTERIAL DISTRICT: SCOTTSVILLE SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP 28 IMPERIAL DRIVE STAUNTON, VA 24401 TELEPHONE: 540.885.0920 CONTACT: JOE MEDLEY, L.S. JOE.M EDLEY@TIM MONS.COM SURVEY CONDUCTED: SEPTEMBER 2023 BENCHMARKS: NAIL SET TM 91-11 ELEV = 542.71 NAIL SET TM 91-2A ELEV = 503.15 DATUM: HORIZONTAL: NAD83(NA2011) VIRGINIA STATE SOUTH GRID VERTICAL: NAVD88 VIA LEICA SMARTNET RTK DRAINAGE DISTRICT: MOORES CREEK WETLAND IMPACTS: NO WETLANDS ARE PRESENT ON PARCEL 91-11, THUS NONE ARE IMPACTED AS A PART OF THIS PROJECT. BURIAL SITES: NO CEMETERIES FOUND ON SITE. STORMWATER: FLOW ATTENUATION WILL BE ACHIEVED THROUGH THE USE OF ONE WET POND & ONE DRY SWALE. AGRICULTURAL/FOREST DISTRICT: NONE SPECIAL FLOOD HAZARD INFORMATION: SPECIAL FLOOD HAZARD AREA (FLOODPLAIN) YES[] NO[X] NOTES: 1. ALL WATER AND SEWER FACILITIES ARE TO BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. 2. ALL NFPA REGULATIONS REGARDING PLACEMENT AND SETBACKS OF UNDERGROUND PROPANE TANKS SHALL BE ADHERED TO. ZONING REQUIREMENTS EXISTING USE: UNDEVELOPED PROPOSED USE: PUBLIC ELEMENTARY SCHOOL (BY -RIGHT IN R1) REQUIRED SETBACKS: FRONT YARD MINIMUM: 5' FRONT YARD MAXIMUM: NONE SIDE MINIMUM: 5' SIDE MAXIMUM: NONE REAR MINIMUM: 20' REAR MAXIMUM: NONE MAXIMUM ALLOWABLE BUILDING HEIGHT: 35' PROPOSED BUILDING HEIGHT: 30' (AT AVERAGE GRADE PLANE ALONG BUILDING FACE FRONTAGE) PROPOSED BUILDING GROSS FLOOR AREA: 71,664 SF REQUIRED PARKING: 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. PROPOSED PARKING: 95 STANDARD SPACES 5 ADA SPACES 8 BUS SPACES 108 TOTAL SPACES 26 SPECIAL EVENT PARKING (IN BUS LOOP) 132 TOTAL SPACES TRIP GENERATION LAND USE: ELEMENTARY SCHOOL ITE CODE: 520 AMOUNT: 500 UNITS: NUMBER OF STUDENTS Buildout Wei Land Use AM Peak Hour PM Peak Hour Average Land Use Sine Units Code h out Total In Out Total Daily Trips 1. ITE Trip Generation(`) Proposed Development Elementary SchoolO 500 Students 520 203 172 375 104 121 225 1,135 Total ITE Generated Trips 203 172 375 104 121 225 1,135 Notes: (1) Based on the Institute of Transportation Engineers Trip Generation, 11th Edition. Assumes General Urban/Suburban land use category. (2) Land Use Subcategory "Students" utilized. 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 570 PERSONS (70 STAFF + 500 STUDENTS) TOTAL = 5,700 GPD AVERAGE HOURLY DEMAND = 5,700 GPD / 24 HOURS = 237.5 GPH MAXIMUM HOURLY DEMAND = 237.5 GPH X 300%p = 712.5 GPH PEAK HOURLY DEMAND = 712.5 X 150%D = 1,068.75 GPH 1,068.75 GPH / 60 MIN = 18 GPM SEWER FLOW (AVERAGE DAILY FLOW) ESTIMATED TOTAL = 10 GPD/PERSON x 570 PERSONS = 5,700 GPD INITIAL SITE PLAN PATTERN COUNTY OF ALBEMARLE, VIRGINIA J Ccumry Green S r .d Mam. `* Oe4 Xal 9 a �Ap p � s a S� � 6 F��C 6 Saps k4 S4yna#^0. wooga c S 3 02/16/2024 Pak e"... STH 1W fs LONGWOOD OR wlbyghby 011 Ap IJ /..LW�C _r®cam- �pmwa'^.tT, j e roe - s Memorial MertA�i Wah Pve weyNm Wry Y Plue Pldge ae. Iwenne AlbemarCa+myle uo OnenVnn sa ep a w 1�` t b 3 es, �elt-(m g s �c'cew P� t°M1, 01 9 eYlWiia • 6 A p` >t Fark u �e ii d�e:, r V O � Af C ewe. PROJECT LOCATION VICINITY MAP SCALE: 1" = 2000' OWNER: ALBEMARLE COUNTY SCHOOL BOARD 401 MCINTIRE RD CHARLOTTESVILLE, VA 22902 CONTACT: GERALD HARRIS TELEPHONE: (434)-249-2937 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 CO.0 COVER C1.0 NOTES AND DETAILS C1.1 NOTES AND DETAILS C1.2 NOTES AND DETAILS C2.0 EXISTING CONDITIONS AND DEMOLITION PLAN C2.1 EXISTING CONDITIONS AND DEMOLITION PLAN C2.2 EXISTING CONDITIONS AND DEMOLITION PLAN C4.0 OVERALL LAYOUT AND UTILITIES PLAN C4.1 LAYOUT AND UTILITIES PLAN C4.2 LAYOUT AND UTILITIES PLAN C4.3 LAYOUT AND UTILITIES PLAN C4.4 PAVEMENT MARKING AND SIGNAGE PLAN C4.8 FIRE ACCESS MARKING PLAN C5.0 GRADING AND DRAINAGE PLAN C5.1 GRADING AND DRAINAGE PLAN C5.2 GRADING AND DRAINAGE PLAN C6.2 STORMWATER FACILITY DETAILS C6.3 STORMWATER FACILITY DETAILS C6.4 STORMWATER FACILITY DETAILS C7.0 STORM PROFILES C7.1 STORM PROFILES C7.2 UTILITY PROFILES C8.1 ENTRANCE SIGHT DISTANCE PROFILE C9.0 PARKING LOT PHOTOMETRICS L100 OVERALL PLANTING PLAN L101 PLANTING PLAN - PARKING LOT L102 PLANTING PLAN - SCHOOLYARD AND BUS PARKING L103 PLANTING PLAN - STORMWATER POND L200 PLANTING SCHEDULE, NOTES, AND DETAILS TOTAL SHEETS = 29 SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING & ZONING ENGINEERING INSPECTIONS DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION APPROVAL DATE VMDO VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com • 0 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. Albemarle County Public Schools New Southern Feed Pattern Elementary School 133 Galaxie Farm Lane Charlottesville, VA 22902 Client Project Number VMDO Project Number 23-1358 6141z Checked By Drawn By BD� Bryan D. C)chocifl 11c. No. 53741 B.Cichocki T.Bright ISSUES AND REVISIONS NO. SUBMITTAL 1 INITIAL SITE PLAN COVER Como DATE 16.FEB.24 LEGEND ROADSCD - TRAFFIC STOP BAR STORM PIPE & STRUCTURE NO. �® I�J DROP INLET & STRUCTURE NO. CURB O CURB & GUTTER DRY CURB & GUTTER PROPOSED PAVEMENT PAVED DITCH JUTE MESH DITCH - - - CENTERLINE OF DITCH BENCH MARK CLEARING LIMITS R-1 VDOT STANDARD STOP SIGN - -200 - -- EXISTING CONTOUR 200 PROPOSED CONTOUR + 240.5 EXISTING SPOT ELEVATION TC 240.5 PROPOSED SPOT ELEVATION O PARKING COUNT SEWER (Ds - S) EXISTING SANITARY SEWER S�SAN-W--OS PROPOSED SANITARY SEWER OPROPOSED SANITARY SEWER LABEL WATER EXISTING WATER LINE g• IN PROPOSED WATER LINE 0 6" ll PROPOSED VALVE T 1 60 yy PROPOSED TAPPING SLEEVE PROPOSED FIRE HYDRANT ASSEMBLY (FHA) (COMPLETE) V PROPOSED FIRE DEPARTMENT CONNECTION (FDC) ® PROPOSED POST INDICATOR VALVE (PIV) GRADING 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 ElCRITICAL SLOPES Alb@wrk C011" Hydrant Flow Date of Report SerAce Auth♦ri 12/14/2023 Se'"ir'g'Conse`""g <:::�� Test Report 977-0 11 oa ctlarldtesnue, itm Spotnap Rs VA 911 t4U) 22 Location (Albemarle Health and Rehab Pressure Zone lUrban Ring Date and Time of Test I 12/14/2023 9:11:00 AM Minutes of Flow 0 Pipe Size (Inches) 10 Pressure Hydrant 12685 Static Pressure (psi) 37.5 Residual Pressure (psi) 31.8 Q20 Looped ed Q20 Multiple Inline Hydrants Q20 Single Flow Sprinkler Test Single Flow Flow Hydrant #1 12686 Pitot Pressure #1 (psi) 18.4 Yellow 1 V Test Flow 1 707 Flow Hydrant #2 12687 Pitot Pressure #2 (psi) 23.9 Yellow 2 Test Flow 2 813 Flow Hydrant #3 Pitot Pressure #3 (psi) Yellow 3 Test Flow 3 0 Total Estimated Flow (gpm) 1520 AWWA Q20 Calculation (gpm) 2785 (No value in Q20 indicates insufficient pressure drop for Q20 OR a sole sprinkler test.) Comments Hydrants opened all the way. For method of calculating pitot flow with a red Pollard diffuser: see eq. 13, Walski and Lutes article 1990 Journal Management and Operations AWWA. Foryellow, Pollard diffusers, a best fit third order polynomial equation of the Pollard flow vs. pitot pressure gauge is used. Estimated Consumption (gal) 3040 Modeling Purposes Only For use for water audit Signature: Signature: Wines, structures, lot lines, and all appurtenances irdmated on this map are morded for general ���� County and reference locotan only. This printout Is not Intended for any other use than for preliminary planning and general location purposes. The utilities shown on this map are believed to he aeul • recentoutiry improvements and/or system charges may been updated sirs the Service Au t h ♦ ty Ome of this printout Any contours, or any of physical bmh0weof t of topography , or ri r bouranation to shalldepxuon only and shall not be use fa the not improements, property lines ru bion i es is for general real -� despn, modification, or construction of ro real property for flood plain determination. property of impmtly f�� Se ving • Conserving A for si locations. Contact ACSAdirectlyforspedficutilityVirginia Aerial Imagery © Commonweakhof County Planimetrk Data property of County of Albemarle Albema AC5.4 Staff MM/DD/20ri ,tm 170 160 150 140 130 120 E 110 n 100 0 E 90 S 80 70 N so 40 W 20 to 0 50100 200 300 400 Feet ■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■ r.: Public Schools, Public Buildings, Hospitals ■■■■■■■■■■■■ ■■■ ■■■■■■■■■■N-Em ■■■■Wi/N■■■■■■NE Domestil■■ Motels. Trailer Parks mo=o■■■■■■■■■■■■ ■■ .■■■■■ ■■■■■■■■■■■■■■■■■■■■ 100 200 000 400 No am 700 Combined Fixture Value Figure 4-2 Water flow demand per fixture value - low range am 900 Iwo 1100 1200 Iwo ACCESSIBILITY NOTES: 1. THIS PROJECT IS DESIGNED TO MEETTHE INDICATED ACCESSIBILITY REQUIREMENTS CHECKED BELOW: a. 2010 ADA STANDARDS _X_ b. DRAFT PUBLIC RIGHTS -OF -WAY ACCESSIBILITY GUIDELINES (PROW) c. FAIR HOUSING ACT DESIGN MANUAL d. IBS 2009 WITH ICC/ANSI A117.1-2003(VA) e. UFAS (SECTION 504) 2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLIANT CONSTRUCTION OF ALL ACCESSIBILITY REQUIREMENTS IN THE REFERENCED STANDARDS, CONSTRUCTION DRAWINGS AND DETAILS. SPECIFICS REGARDING ANY QUESTION OR CONCERN OF THIS DESIGN SHALL BE PROMPTLY SHARED WITH THE ENGINEER OF RECORD. 3. FOR PURPOSES OF THESE NOTES, ALL REQUIREMENTS FOR ACCESSIBLE ROUTES AND CIRCULATION PATHS APPLY TO PEDESTRIAN ACCESS ROUTES AND THE ACCESSIBLE MEANS OF EGRESS TO THE PUBLIC WAY AND AS SPECIFICALLY INDICATED ON THIS PLAN. 4. ANY PART OF AN ACCESSIBLE ROUTE WITH A SLOPE GREATER THAN 5% (1:20) SHALL BE CONSIDERED A RAMP. (2010 ADA 403.3) 5. RAMPS SHALL BE CONSTRUCTED PER FOR FOLLOWING REQUIREMENTS (2010 ADA 405) a. MAXIMUM LONGITUDINAL SLOPE 8.33% (1:12). MAXIMUM CROSS SLOPE 2% (1:48) b. BOTH RAMPS AND LANDINGS SHALL HAVE EDGE PROTECTION, CURBING OR PROVIDED WITH HANDRAIL. (2010 ADA 405.9) c. SLOPES BETWEEN 5% (1:20) AND 8.33% (1:12) WITH A VERTICAL RISE MORE THAN 6" SHALL HAVE HANDRAILS ON BOTH SIDES (2010 ADA 405.8) d. MAXIMUM VERTICAL RISE BETWEEN LANDINGS SHALL BE 30". (2010 ADA 405.6) e. RAMPS IN PUBLIC RIGHTS OF WAYS MUST COMPLY WITH PROW UNLESS AHJ ADOPTS SPECIFIC STANDARDS EXPLICITLY STATING THAT HANDRAILS, EDGE PROTECTION, OR LANDINGS ARE NOT REQUIRED. 6. LANDINGS (2010 ADA 405.7): a. MAXIMUM SLOPE IN ANY DIRECTION IS 2% (1:48) b. LANDINGS SHALL BE MEASURED BETWEEN EDGE PROTECTION c. MINIMUM WIDTH SHALL BE AT LEAST AS WIDE AS THE RAMP d. MINIMUM LENGTH OF 60" e. CHANGE IN DIRECTION REQUIRES MINIMUM SIZE OF 60" BY 60" CLEAR f. TOP LANDINGS AT LOCKABLE DOORS SHALL BE 60" BY 60" CLEAR (ICC A117.1405.7.5) 7. CROSS SLOPE (2010 ADA 403.3): a. MAXIMUM CROSS SLOPE ON ANY PART OF THE ACCESSIBLE ROUTE IS 2% (1:48). EXAMPLES BUT NOT LIMITED TO WALKWAYS, SIDEWALKS, POOL DECKS FOR IDENTIFIED ACCESSIBLE ROUTES ON THE PLANS. b. CROSS SLOPE IS MEASURED IN ALL DIRECTIONS WHERE THE ACCESSIBLE ROUTE TURNS. c. 2% MAXIMUM SLOPE (1:48) WHERE ACCESSIBLE ROUTE CROSSES VEHICULAR TRAVEL WAYS 8. WIDTH OF ACCESSIBLE ROUTE (2010 ADA 403.5): a. ON PRIVATE PROPERTY, ACCESSIBLE ROUTE SHALL BE 36" MINIMUM. FOR DISTANCES OF 24" OR LESS, THE ACCESSIBLE ROUTE MAY NARROW TO 32" MINIMUM WITH SEGMENTS OF 36" WIDTH AND 48" LENGTH ON EITHER SIDE OF CONSTRICTION. b. WITHIN ANY PUBLIC RIGHT OF WAY, THE MINIMUM WIDTH SHALL BE 48" NO EXCEPTIONS (PROW R302.3) c. OBSTRUCTIONS (EG. WHEEL STOPS) MAY NOT REDUCE THE CLEAR WIDTH EXCEPT PER 8a (2010 ADA 403.5.1). 9. PASSING AREAS (2010 ADA 403.5.3) a. WHERE ACCESSIBLE ROUTE IS LESS THAN 60" WIDE, EVERY 200' INTERVAL PROVIDE EITHER 60" BY 60" PASSING SPACE OR T-SHAPED INTERSECTION COMPLYING WITH 2O10 ADA 304.3.2. 10. OPENINGS ALONG THE ACCESSIBLE ROUTE INCLUDING DRAIN COVERS INLETS AND CONSTRUCTION JOINTS, SHALL NOT EXCEED W IN THE DIRECTION OF TRAVEL. LONG DIMENSIONS OF OPENINGS SHALL BE PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL. (2010 ADA 302.3) 11. PROTRUDING OBJECTS (2010 ADA 307): a. MINIMUM OVERHEAD CLEARANCE: 80" b. WALL -MOUNTED: IF BOTTOM EDGE IS BETWEEN 27" AND 80" ABOVE THE ACCESSIBLE ROUTE, THEN OBJECT CANNOT PROJECT MORE THAT 4" INTO THE CIRCULATION PATH. c. POST -MOUNTED: IF BOTTOM EDGE IS BETWEEN 27" AND 80" ABOVE THE ACCESSIBLE ROUTE, THEN OBJECT CANNOT PROJECT MORE THAN 12" INTO THE CIRCULATION PATH. d. IF OBJECT IS MOUNTED BETWEEN POSTS AND BOTTOM EDGE IS BETWEEN 27" AND 80" ABOVE THE ACCESSIBLE ROUTE, THEN CLEAR SPACE BETWEEN POSTS IS 12" MAXIMUM. 12. CURB RAMPS IN THE PUBLIC RIGHT OF WAY AND ON PRIVATE PROPERTY SHALL COMPLY WITH VDOT STANDARDS. (2010 ADA 406) SEE VDOT DETAILS FOR ADDITIONAL INFORMATION. a. REGARDLESS OF STATE AND LOCAL DETAILS, THE SLOPE OF THE 6" CURB PORTION OF THE CURB RAMP IS 8.33% (1:12) MAXIMUM AND THE COUNTER SLOPE OF GUTTER 5% (1:20) MAXIMUM. b. REGARDLESS OF THE STATE AND LOCAL DETAILS, THE COUNTER SLOPE OF THE GUTTER IN ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL BE 2% (1:48) MAXIMUM IN ALL DIRECTIONS. c. SLOPE: 8.33% (1:12) MAXIMUM, 6" MAXIMUM VERTICAL RISE. d. LENGTH: IN PUBLIC RIGHTS OF WAY THE LENGTH FOR A CURB RAMP SHALL NOT EXCEED 15' LONG. e. LANDING LENGTH AT THE TOP OF CURB RAMPS SHALL BE 36" MINIMUM AND MAXIMUM 2% (1:48) IN ALL DIRECTIONS. LANDING LENGTH IN PUBLIC RIGHTS OF WAY, SHALL BE A MINIMUM OF 48" (PROW R304) 13. WHERE THE ACCESSIBLE ROUTE CROSSES A VEHICULAR TRAVEL WAY AND A CURB RAMP OR A CURB TRANSITION IS USED, PROVIDE A DETECTABLE WARNING THAT COMPLIES WITH VDOTSTANDARDS. THE DETECTABLE WARNING SHALL EXTEND THE ENTIRE WIDTH OF THE CIRCULATION PATH AND SHALL BE 24" MINIMUM DEEP. (PROW R305) 14. IN MULTI -FAMILY DEVELOPMENTS THAT ARE COVERED BY FAIR HOUSING, STAIRS ADJACENT TO ACCESSIBLE ROUTES MUST BE ACCESSIBLE. (2010 ADA 505.10) a. INSTALL ACCESSIBLE HANDRAILS ON BOTH SIDES. b. HANDRAILS SHALL EXTEND OVER THE TOP AND BOTTOM LANDINGS IN THE SAME DIRECTION AS THE FLIGHT OF STAIRS. EXTENSIONS OVER THE TOP LANDING SHALL BE HORIZONTAL AND SHALL EXTEND 12" MINIMUM. EXTENSIONS OVER THE BOTTOM LANDINGS SHALL AT THE SLOPE OF THE HANDRAIL FOR AT LEAST THE DEPTH OF THE TREAD. 15. ALL STEPS THAT PROVIDE PUBLIC ACCESS SHALL MEET ADA-ABA ACCESSIBLE GUIDELINE STANDARDS (ICC A117.1504). 16. PARKING (2010 ADA 502): a. SPACE AND ACCESS AISLE, MAXIMUM SLOPE IN ANY DIRECTION: 2% (1:48) b. PARKING IS DIMENSIONED TO THE CENTERLINE OF THE LINES AND TO THE FACE OF CURBS. c. VAN SPACES: I. PROVIDE AT LEAST ONE. PROVIDE ON VAN SPACE FOR EVERY 6 ACCESSIBLE SPACES. ii. WIDTH 132" MINIMUM d. ACCESSIBLE SPACE WIDTH, 96" MINIMUM e. ACCESS AISLES MINIMUM WIDTH SHALL BE 60" f. PARALLEL PARKING IN THE PUBLIC RIGHT OF WAY: I. MINIMUM WIDTH 96" (FACE OF CURB TO EDGE OF TRAVEL WAY) ii.IF ADJACENT SIDEWALK IS 14' OR LESS IN WIDTH, NO ACCESS AISLE IS REQUIRED. SPACE MUST BE LOCATED AT THE END OF THE BLOCK. (PROW R308.2) III. IF ADJACENT SIDEWALK IS MORE THAN 14' WIDE, THEN PROVIDE ACCESS AISLE THAT IS 60" WIDE MINIMUM. CONNECT ACCESS DIRECTLY TO A CURB RAMP. I. CROSSWALKS ON PRIVATE TRAVEL WAYS PROVIDING AN ACCESSIBLE ROUTE MAY PROVIDE A SPEED HUMP (WHEN NECESSARY) FOR CONTRACTOR TO ENSURE THAT LONGITUDINAL STREET GRADE DOES NOT EXCEED 2% (1:50) THROUGH THE WIDTH OF THE CROSSWALK (MIN. 3 FEET WIDE 2010 ADA 403.5). j. ACCESSIBLE PAVEMENT MARKINGS AND SIGNAGE SHALL BE PROVIDED BY THE CONTRACTOR PER LOCAL JURISDICTIONAL STANDARDS. SIZING WATER SERVICE LINES AND METERS Water Customer Data Sheet Customer: Phone: Building Address: Southern Feeder Pattern ES Map/Lot: Type of Occupancy: Elementary School (Apartment, Hotel, shopping Center, etc.) Fixture Fixture Value Number of Total @ 60 PSI Fixtures Value Bathtub 8 x = Bedpan Washers 10 x = Bidet 2 x = Dental Unit 2 x = Drinking Fountain - Public 2 x = Kitchen Sink 2.2 x = Lavatory 1.5 x = Showerhead (shower Only) 2.5 x = Service Sink 4 x = Toilet - Flush Valve 35 x = -Tank Type 4 x = Urinal - Pedestal Flush Valve 35 x = -Wall Flush Valve 16 x = Wash Sink (Each Set of Faucets) 4 x = Dishwasher 2 x = Washing Machine 6 x = Hose (50ft Wash Down) - 1/2 in. 5 x = -5/8in. 9 x = -3/4in. 12 x = Combined Fixture Value Total = 300.0 Nater Flow Demand from Fig. 4-2 or4-3 72.0 Press. Factor from Table 4-1 0.77 Customer Peak Demand From (Fig. 4-2 or 4-3) x (Press. Factor from Table 4-1) = 55.4 gpm Add Irrigation Sections* x(1.16or0.40)** = gpm 3 Hose Bibs x Fixture Value x Press. Factor = 27.7 gpm Added Fixed Load = gpm TOTAL FIXED DEMAND = 83.2 gpm * 100 ft2 area =1 section ** Spray Systems - Use 1.16, Rotary Systems - Use 0.40 Figure4-5 Water customer data sheet Adoptedfrom AWWA Manual M22 GENERAL NOTES 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION AS REQ UIRED UIRED BY THE Q LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 15. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 16. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 17. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 18. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 19. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 20. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO COUNTY ACCEPTANCE. 21. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 22. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 23. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. 24. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 25. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION VVITH ROLL FACE CURB AND GUTTER OR CG-7,THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) 26. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 27. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2015 UNIFORM STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI Al17.1-03. 28. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 29. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 30. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY 31. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTALMERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 10. RETAINING WALLS GREATER THAN 3 FT IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FT IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 11. ACCESSIBLE PARKING SPACES, ACCESS AISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI Al 17 1-09 AND THE 2015 VIRGINIA CONSTRUCTION CODE. 12. ALL WATER LINES, SEWER LINES AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 13. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. CONSTRUCTION RECORD DRAWINGS NOTES 1. CONTRACTOR SHALL PROVIDE ALL INFORMATION REQUIRED FOR CONSTRUCTION RECORD DRAWINGS: ISO FIRE FLOW CALCULATIONS FOR NEW SOUTHERN FEED PATTERN ELEMENTARY SCHOOL TYPE OF CONSTRUCTION: CLASS 3 CONSTRUCTION COEFFICIENT: F=0.8 BUILDING SIZE: LARGEST FLOOR OF BLDG (FLOOR 1) ALL OTHER FLOORS EFFECTIVE AREA CONSTRUCTION FACTOR: C = 18F (A)-0.5 CONSTRUCTION COEFFICIENT: F=0.8 TYPE OF OCCUPANCY: C-2 LIMITED -COMBUSTIBLE OCCUPANCYFACTOR EXPOSURE (X) AND COMMUNICATION (P) X1+P1 NEEDED FIRE FLOW: NNF= [C][0](1+[X+P]) CONSTRUCTION COEFFICIENT: F=0.8 SPRINKLER REDUCTION TOTAL FIRE FLOW NEEDED AVAILABLE FIRE FLOW: HYDRANT LOCATION STATIC PRESSURE RESIDUAL PRESSURE ACTUAL FLOW MODELED FIRE FLOW 29,772 sf 41,892 sf 50,718 sf C= 3,243 = 0.00 = 2,757 50% 1,378 GPM Albemarle Health and Rehab 37.5 PSI 31.8 PSI 1,520 GPM @ 31.8 PSI 2,785 GPM @ 20 PSI 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 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5%p 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) ACSA GENERAL WATER & SEWER CONDITIONS SEPTEMBER 14, 2021 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. 16. PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER SERVICE, ALL BACKFLOW PREVENTION DEVICE INSTALLATIONS SHALL MEET THE ACSA BACKFLOW REQUIREMENTS AS DETAILED IN SECTION 8 OF THE MOST RECENT REVISION OF THE ASCA RULES AND REGULATIONS. 17. A DEED OF EASEMENT AND EASEMENT PLAT FOR THE UTILITY EASEMENTS, APPROVED BY THE ACSA, SHALL BE RECORDED PRIOR TO ANY WATER AND/OR SEWER SERVICE BEING ESTABLISHED. 18. ACSA EASEMENTS ARE TO BE CENTERED ON AS -BUILT LOCATIONS. 19. COMBINED WATER AND SANITARY SEWER EASEMENTS, ARE CENTERED ON THE AS -BUILT LOCATION OF THE WATER AND SEWER LINES (THE "EASEMENT AREAS"); PROVIDED HOWEVER, THAT THE WIDTH OF THE EASEMENT AREAS SHALL BE AND HEREBY ARE EXPANDED TO THE EXTENT NECESSARY TO ENSURE THAT THE OUTSIDE BOUNDARY LINES OF EACH EASEMENT AREA EXTEND AT LEAST 1 O' FROM THE CENTER OF THE AS -BUILT LOCATION OF THE WATERLINE AND 10' FROM THE CENTER OF THE AS -BUILT LOCATION OF THE SANITARY SEWER LINE, WHICHEVER IS GREATER. NOTE: ANY CHANGES TO THIS DOCUMENT AFTER BIDDING THAT ARE REQUIRED BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT SHALL APPLY. V M D O VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. Albemarle County Public Schools New Southern Feed Pattern Elementary School 133 Galaxie Farm Lane Charlottesville, VA 22902 Client Project Number VMDO Project Number 23-1358 Bri�✓ yan D. Cichocki lac. No. 53741 ?_/lG zf ZONAL Er� 01 12, -, I Checked By Drawn By ISSUES AND REVISIONS NO. SUBMITTAL 1 INITIAL SITE PLAN B.Cichocki T.Bright NOTES AND DETAILS C100 DATE 16.FEB.24 VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. RESBiII® RESERVED PARKING I PARKWG PMTY PBrALTY $ 00 - $ 00 FIE =1M - W FIE TOW AWAY ZONE TOW AWAY ZONE VAN 6'ABOVE ACE U ABOVE FINISHED FINISHED GRADE GRADE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST SEE DETAIL. ADA PARKING SIGNS No Scale TOP OF CURB I ---LEI CONCRETE Xd SURFACE \X\�/\�X�� BASE `CONTINUE 21B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB FLUSH CURB (PARKING LOT) No Scale 2 RIVER STONE (8" DEPTH) NON -WOVEN GEOTEXTILE FABRIC VDOT CURB (SEE DETAIL) DENOTES GRAVEL FILTER STRIP ON PLANS GRAVEL FILTER STRIP DETAIL No Scale 2' FROM EP OR FACE OF CURB 7-1/2 6' LENGTH ANCHOR WITH %" REBAR IMBEDDED 24" IN GROUND; 2 PER WHEEL STOP PRECAST CONCRETE WHEEL STOP No Scale SIGN STD. U POST GALVANIZED POST TO BE DRIVEN (SEE VDOT DETAIL STP-1) v SIGN AND POST DETAIL No Scale 6X6-W2.9XW2.9 6 � 1'-6„ C. 6" INSTALL VAPOR BARRIER FOR INTERIOR APPLICATIONS 6" VDOT NO. 21A STONE TURN DOWN SLAB DETAIL No Scale �BARS VERT. @ @ 12" O.C. #4 BARS LONG. �@ 10" O.C. VARIES 2'-1" MAX. V-0" MIN, - FINISHED GRADE 8" TOP OF CURB THE DEPTH OF CURB MAY BE A MINIMUM OF 13" AND A MAXIMUM OF 19" VDOT A-3 CONCRETE 4" MIN. CONTINUE STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB VDOT STANDARD CG-3 No Scale 7 oo 000000000000 IF STEEL CAP 6" DIAMETER HOLLOW STEEL PIPE (POWDER COAT YELLOW) STEEL SLEEVE � PAVEMENT 2'-0" DIAMETER CONC. FOOTING 3,000 PSI @ 28 DAYS REMOVABLE BOLLARD DETAIL No Scale SIGNAGE NOTES: 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY REVISION THERE TO: A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. D. THE 2000 INTERNATIONAL FIRE CODE. 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN NOTE 1 ABOVE. 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. SOLID WHITE LINE 24" STOP (TYP.) 12 STD. (VARIES) R1-1 NOTE: STOP SIGNS TO BE 30" WITH STOP BAR DETAIL HIGH INTENSITY SHEETING NO SCALE SOLID WHITE LINE 2 2' (TYP.) (TYP.) STRIPING AND SIGNAGE DETAIL No Scale FOR DESIGN OF BACKBOARD REFER "NATIONAL FEDERATION OF STATE HIGH SCHOOLS ASSOCIATION" & "THE VA. HIGH SCHOOL LEAGUES" "'FAN" SHAPED 4'-0"-J METAL BACKBOARD /RIM FINISHED COURT SURFACE 3 I6„ 3, V-6" R 4" DIA. GALVANIZED PIPE FORMED UPRIGHT CONC. FOOTING ANCHOR PIN 10" o, or 8'-0" STANDARD BASKETBALL GOAL NO SCALE TYPICAL BASKETBALL COURT LAYOUT No Scale i 61 1 E d d a61, 8 a ------------------------------- --------- TOR AS SHOWN IN PLAN. SLOPE NOT TO EXCEED 1:12� WHEN ALONG SIDEWALK 6„ d EP/ FC OR AS SHOWN ON PLAN WHEN NOT ALONG SIDEWALK CURB WIPE DOWN DETAIL No Scale 1.5" ALUMINUM NOTES: 1. PROVIDE SHOP DRAWINGS FOR HANDRAIL FOR REVIEW PRIOR TO CONSTRUCTIONS 2. RAIL ON BUILDING SIDE OF RAMP TO 3'-0" BE MOUNTED TO BUILDING FACE. 4" MAX SL P qS SHOWNjN zl�tN :MAX. 112 cd ' d d CORE DRILL CONCR_. HANDRAIL POST, EMBED HANDRAIL A MINIMUM OF 6" BELOW FINISHED GRADE AND GROUT TO THE FULL DEPTH OF EMBEDMENT (TYP.) ADA RAMP AND HANDRAIL DETAIL No Scale EXIST GRADE METAL INSPECTION FRAME W/ SOLID LID (NEENAH R-1975 OR EQUIVALENT) -�� 3" CONCRETE COLLAR CRUSHED STONE BEDDING 6" DI CLEANOUT CLEANOUT DETAIL No Scale (2) 8' OUTDOOR BASKETBALL GOALS BACKBOARD/SUPPORT/BASKET WITH NET(SEE DETAIL THIS DWG) BASKETBALL STRIPING PLUG AT END OF LINE HOPSCOTCH DETAIL NO SCALE (2) 10' OUTDOOR BASKETBALL GOALS BACKBOARD/SUPPORT/BASKET WITH NET(SEE DETAIL THIS DWG) 4 13 1 J�- 15' T 7.5' 1 12, 6' 12 17' R19. R6.1 TJ 10.42' If1 '-I 4 3 2 1 10 7.5' FOURSQUARE COURT (TYP.) , 7.5' SIDELINE 5 HOPSCOTCH (TYP., TO EDGE OF 8' SALVAGED GOALS SEE DETAIL ABOVE) PAVEMENT NO SCALE 2" R 4" a CONC CURB AND GUTTER CLASS 3A, / a (fc=3,000 PSI) CONCRETE 6„ / 8 d 4 1 .1 -' a a 13" \ a 4 d 4 a 4 a 7„ COMPACTED � a a n 4 SUBGRADE �� a 4a � a 4 a oo T CONTINUE 21B STONE 4" MIN. o BASE FROM ADJACENT o L PAVEMENT SECTION \\\\\\\\V/I UNDER CURB Im6°-I-fill 2'-0" - VDOT STANDARD CG-6 CURB & GUTTER No Scale 4" VDOT A-3 CONCRETE CONTINUE 21 B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB VDOT STANDARD CG-2 CURB No Scale HANDICAP SIGN EOP HANDICAP SIGN LOCATION (VAN) LOCATION (TYP.) CONCRETE BUMPER o fo BLOCK ANCHOR WITH P PERED 2/o o MAX. 18, 5/8" REBAR IMBEDDED 24" IN GROUND VDOT 1 SPEC. 4„ 1 8' 1 5' 8' 1 11' 1 5" TYPICAL VAN ACCESSIBLE ACCESSIBLE HANDICAP SPACES TYPICAL PARKING SPACE DETAILS No Scale EXISTING PAVEMENT PROPOSED P `FACE OF CURB 4" PAINTED STRIPE (TYPICAL) REGULAR SPACE F > NOTE: PROPOSED d SAWCUT THROUGH o- MATCH EX. CROSS PAVEMENT MUST TIE U EX. SURFACE W SLOPE UNLESS OTHERWISE IN WITH EXISTING COURSE W W SPECIFIED ON PLANS w & REMOVE PAVEMENT PAVEMENT PROPOSED 2' MIN. 2"+ SURFACE COURSE EXISTING PAVEMENT MILL EX. SURFACE COURSE BASE COURSE SAWCUT EX. EDGE OF PAVEMENT AGGR. COURSE PAVEMENT REPLACEMENT JOINT DETAIL No Scale NOTES: 1. FINE BROOM FINISH ALL STAIRS. 2. RAIL ON BOTH SIDES OF STEPS (IF NOTED) 3. SEE PLAN FOR RISER HEIGHT 4. MAX. CENTER TO CENTER SPACING BETWEEN STAIR POST TO BE 6'. ADD CENTER POST IF NECESSARY TO MAINTAIN MAX. SPACING 1.5"ALUMINUM 12" MIN RAIL (TYP.)�i (TYP.) R= %4" 1„ CONTROL JOINT SPACED pp AT WIDTH OF WALK (MAXIMUM) ° Y4v e EXPANSION JOINT AT MAX OF 30% WITH PREMOLDED EXPANSION FILLER CONC. WALK m COMPACTED SUBGRADE CONCRETE SIDEWALK JOINT DETAIL No Scale VARIABLE WIDTH' NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2% 4" 21-B STONE NOTE: SIDEWALKS SHALL BE 4" 3,000 PSI AIR -ENTRAINED CONSTRUCTED IN CONCRETE ACCORDANCE WITH COMPACTED SUBGRADE 4" TYPE 21 B STONE VDOT STANDARDS. m ' a DENOTES AREA OF CONCRETE SIDEWALK CONCRETE SIDEWALK PAVEMENT SECTION No Scale EXPANSION JOINT WITH PREMOLDED EXPANSION 1/4" SEALANT FILLER, "ZIP STRIP" OR NON -SLIP BROOM FINISH EQUIV., SEAL WITH WWF 6x6 W2.9xVV2.9 SILICONE SEALANT 2„ a T 8" 4,000 PSI AIR ENTRAINED PORTLAND CEMENT CONCRETE 0 0 0 0 0 0 0 0 6" TYPE 21A STONE COVER COMPACTED SUBGRADE (CBR 11.2) DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS HEAVY DUTY CONCRETE SECTION No Scale 1.5" ASPHALTIC CONCRETE SURFACE COURSE - SM-9.5A 2.0" INTERMEDIATE MIXTURE - IM-19.OA 2.5" BASE MIXTURE - BM25.OA 8" TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale 2" ASPHALTIC CONCRETE SURFACE COURSE - SM-9.5A 8" TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) (TYP.) EXp, JOINT """"""' FINISHED DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS 12" MIN GRADE (TYP') 12" CONCRETE (TYP.) LIGHT DUTY ASPHALT PAVEMENT SECTION T-0" 1/2" R d No Scale (MAX) FINISHED 1"1/8" 1IWASH GRADE 1'-4" EXP. 8 CORE DRILL CONCRETE FOR 1.5"-2" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A JOINT a 5„ HANDRAIL POST, EMBED HANDRAIL A MINIMUM OF 6" 1/8" d BELOW FINISHED GRADE AND WASH GROUT TO THE FULL DEPTH OF EMBEDMENT (TYP.) 8" 5" # 57 STONE EXISTING AGGREGATE BASE f + #3 REBAR (12" O.C.) d 1'-01, 9" (2) #5 REBARS, BOTTOM CONTINUOUS, �j jVA//���jVA/�i COMPACTED SUBGRADE • Y LAP 2'-2" AT SPLICES MILL AND OVERLAY SEQUENCE: COMPACTED SUBGRADE REMOVE EXISTING ASPHALT. COMPACT AND 3„ ROLL TEST EXISTING BASE COURSE. THEN PLACE EXTERIOR STAIRS No Scale 4' 3.5' �'O • ° FIXED BOLLARD DETAIL No Scale 4" DIAMETER STEEL PIPE FILLED WITH CONCRETE. BOLLARD SHALL BE PAINTED YELLOW -PAVEMENT 2'-0" DIAMETER CONC. FOOTING 3,000 PSI @ 28 DAYS NEW ASPHALT SURFACE. MILL AND OVERLAY PAVEMENT SECTION No Scale IF TYPE 21-B AGGREGATE BASE COURSE COMPACTED SUBGRADE 0 0 o DENOTES GRAVEL SECTION ON PLANS GRAVEL ROAD SECTION No Scale VMDO VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com 0 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. Albemarle County Public Schools New Southern Feed Pattern Elementary School 133 Galaxie Farm Lane Charlottesville, VA 22902 Client Project Number VMDO Project Number 23-1358 Bryan D. Cichocld 11c. No. 53741 s "10NAL G G�41z Checked By Drawn By ISSUES AND REVISIONS NO. SUBMITTAL 1 INITIAL SITE PLAN B.Cichocki T.Bright NOTES AND DETAILS C 1 1 DATE 16.FEB.24 V M D O 4 x 4 METAL POST ( 6 x 6 METAL RIGHT-OF-WAY DEDICATED TO EXISTING PROPERTY LINE RIGHT-OF-WAY DEDICATED TO EXISTING PROPERTY LINE 33' nnv nrrrnT nri ro i't+YN►a 1 x 6 TRIMM 2 x 4 RAILS 1 x 6 OUTSIDE ELEVATION 3 SIDES CONC. -- STONE) INSIDE ELEVA TION 3 SIDES NOTES: 1. ALL LUMBER SHALL BE PRESSURE TREATED. 2. WOOD SHALL BE SECURED WITH SCREWS AND/OR BOLTS SHALL BE STAINLESS STEEL, NAILS SHALL NOT BE USED. 3. ALL STEEL INCLUDING HINGES, LOCKING HASP, BOLTS, NUTS, WASHERS, BRACES, ETC SHALL BE ZINC GALVANIZED. PROPOSED RIGHT-OF-WAY PROPOSED RIGHT-OF-WAY DUMPSTER ENCLOSURE DETAILS N.T.S. CONTRACTOR SHALL PROVIDE SHOP DRAWING FOR REVIEW AND APPROVAL PRIOR RO MATERIAL ORDERING AND CONSTRUCTION 4 x 4 METAL POST UNLESS RAIL OTHERWISE NOTED �\ �ON PLAN 3'-0" 3'-0" 1 x 6 SIDING 3'-0" 12" POST ELEVATION 1 T P + O SOIL +/ 4" #57 STONE GEOTHERMAL TRENCH - " THROUGH WEATHERED ROCK 4" PVC UNDER DRAIN 0 0 0 0 0 0 REFERENCE GEOTHERMAL ENGINEERING DETAIL FOR SPECIFICATIONS UNDER DRAINAGE FOR SOCCER FIELD WITHIN GEOTHERMAL PIPING TRENCH VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. Albemarle County Public Schools New Southern Feed Pattern Elementary School 133 Galaxie Farm Lane Charlottesville, VA 22902 Client Project Number VMDO Project Number 23-1358 loryan D. Cichocln Lie. No. 53741 Z/ /6 Y Gy4i��l Checked By Drawn By ISSUES AND REVISIONS NO. SUBMITTAL 1 INITIAL SITE PLAN B.Cichocki T.Bright NOTES AND DETAILS DATE 16.FEB.24 C1.2 VMDO VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com • 0 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. Albemarle County Public Schools New Southern Feed Pattern Elementary School 133 Galaxie Farm Lane Charlottesville, VA 22902 Client Project Number VMDO Project Number 23-1358 Bryan D. Cichocla Uc. No. 53741 6/W 2. Checked By Drawn By ISSUES AND REVISIONS B.Cichocki T.Bright NO. 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Trt�(P' 12E COG YOF ALB RLE v^�wEc°ua*v sEAV; EaRSEOEN. g \ \ waOBR BIS PO 11 --- — — ___ -___ wvour=sasans'H°PEMwi � \\ \\ \\: _ _--- ^ \ — — ---- _ EWr°TH \\ _ __ _ _ _ UP FASEM INT� \ _ - _-- IM P - _ COUNTY _ --_-__OF ) \ \\ \1 — - — ALBEMEARL- \\I --- — ------ --� CCIN1E1VME11111 — Ere„ ° HEFGEMENr S14 31'09"W 41 ° EN 10. 7' GR fl NIE( VornT=�rr°A"6 N' °B441PG"E1' IIII ^ TMP91-1 \ ALBEMARLE COUNTY oeannGEEasEn,ENr SERVICEAUTHORITY ce. 442E. Pc. 1E DB. 1089, PG. 670 W F \IM III III rNC11111.11 NOPE (SWI INVOUTSr&8215 NUPE MC-, 11,3" W/ 171 SCALE 1"=50' 0 50, 160, SD CURB vaET r TMP 9f-2E NVI-111 -w37r1'R "I COUNTYOFALBEMARLE v ui�L4Nv IT-nrsbc�sron ryd wU , n,B'Rcv(Nq OR 1623, PG. 649, 651 PLAT/ 0H.159Q 421 24(PLA THRU 424 (PLAT) OB. 1492, PG. 678,6824 zo'orenwacEeavE�mNT 683(PLAT) � DB 4425. Pc. n, #1515 FOUNDERS PLACE \ 1VOP-1T7- RGPME, \ \B�IS'RCPP \\ NVIN�1531,8' TIOPS (9E1 (SWI ( \ ,NVOUi=2N 89 ,5'HOPE (NWl / TMP 91-12 0 -� 1540 FOUNDERS PLACE LLC DB 5549, PG. 680 #7540 FOUNDERS PLACE mP=s NV DUT- 03�Ib"HOP 11( 1 O 5 5 HUP (SE/ ' IM1VOUi=INN 15O TUPB52565 _ M/M 16'HOPE MWI 15 f9'HUPE) ; Tr STAFF AND VISITOR PARKING 95 TOTAL SPACES I I II MAIN ENTRANCE I I II FROM PARKING DROP OFF I1 1 I I II I I 11 I I u BELOW GRADE I I I II BUILDING WALL II I II I I nF I I II I I II e. I� 11 , I I- • I I 1 N I X TMP 91-11 COU!!!! ARLE 3 �I I I II I I' I I MAIN ENTRANCE It II w I I I FROM BUS LOOP W 4 W I �11 I I I P ..� .. •... U-10SOCCER ~�o I I iiJi I I I FIELD (NATURAL TURF LOADING &TRASH � J. I I II I > / I I II O / I j II I •� I I I I t •` I I II j X ' II FIRE LANE R, I I I 11 4 � •` I ® G- it ii I 0 DEDICATION OF ii + �\ RIGHT OF WAY w z III I \ BUS LOOP �® ¢mo¢ II �moxw � III III �, I i \ II \� m re>Qraw � \V AA A\ VVv r, °� v°Ir Vvv v 6, \ \\ I \ k my l \441p \ \\ \ \ 15 'A \\ \ \\ \ \ O \\ \ TMP91-11 \\ \\ \\ \\ \ COUNTYO ALBEMARLES HOOL 5 \\ BOARD rotivr 4 \ 1A A 9 re'b�c \ . S25B, PG. 6 - �,�} v vv a 14 mE SWM WET' bE°II \\ POND \ �!+ GGEU,� B.G,MUR4 \ \ \ GG�\ ANTICIPATED FUTURE SET \ \ \ BACK LINE FOR PLANNING \ PURPOSES \\ \ GE)-HOLL\\ \ L� I \ \ RESERVATION OF RIGHT OF WAY FOR FUTURE I °EO \ DEDICATION \` \`\` -____________________________-- _ _- - "IV o-arm � -___ - G'G(�FFA-- RMyNF oTQ _ 43I — _ --- -- --_---- --DITC- _ axP 44 __ - --= 45 _ OPEN _ 46 SPACE — � rErs PoenoE _ 1 47 — rvaR W9mvam�Eww1 ' GALAXIE FARM SUBD. rNGr No zozz msaso PHASE2 I 19 TMP 91-10 COUNTYOF ALBEMARLE DB. 1979, PG. 44 PLANTED SWIM DRAINAGE SWALE II I I I I I I I I I X I I I XI TMP 91-10 COUNTYOF ` • I ALBEMARLE I I OB.$ PG. 44 I �P TMP 918- GALAXIE FAR/vT I)WEST/IONTS C LC NST 6 — TMP91B-12 CRAIG I ENTERPRISES, INC 4 /NST #202300006830 TMP91B-13 CRAIG :,•. ENTERPRISES, INC, � INST. II #202300004198 TMP 978-14 LEGEND: GREENWOOD II I HOMES - HARLI cEsvaLE, CONCRETE SIDEWALK NATURAL TURF FIELD \P NST #202300004470 _ M HEAVY DUTY CONCRETE REINFORCED TURF �tA IM+La84,3rWB"HOPE GALAVIEFARMLANE vWIDTH PUBLIC Rnv INS NST NQTOYI00011916 HEAVY DUTY ASPHALT MANAGED TURF ACCESS III II 0 LIGHT DUTY ASPHALT SEE LANDSCAPE PLANS R ° ASPHALT TO BE MILLED & OVERLAID CRUSHED STONE .V.1.:11ZEMI mEM- INVZ INN6,.. I6 MV- w„GG.a„°4CHCH° E) GRAVEL VMDO VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. Albemarle County Public Schools New Southern Feed Pattern Elementary School 133 Galaxie Farm Lane Charlottesville, VA 22902 Client Project Number VMDO Project Number 23-1358 h/41z Checked By Drawn By Bryan D. Cichocla Uc. No. 53741 B.Cichocki T.Bright ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 INITIAL SITE PLAN 16.FEB.24 OVERALL LAYOUT AND UTILITIES PLAN C4.l I W I Q 20' SEWER EASEMENT N FOR ALBEMARLE COUNTY I I RV II C PG. DE 12" B DFORD PEARS I I (6) I I I 11 I I I I \1 \ I I SD CURB INLET I I TOP=510.57 TMP 912E ° INV 1N=504.37 15" RCP (SE) COUNTY OF ALBEMARLEINV IN=54.37 15- RCP -STUB I \ \ INV OUTo504.47 18' RCP (NE)(W) DB. 1623, PG. 649, 651 II II II (PLAT) DB. 1590, PG. 418, 421 II I I THRU 424 (PLAT) SD CURB INLET W/GRATE „ I \ DB. 1492' PG. 678' 682 & TOP=516.35 I I I INV OUT=512.51 15" RCP (NE) I zQ 20' DRAINAGE EASEMENT 683 (PLAT) y \ DB. 4425, PG. 157 #1515 FOUNDERS PLACE I I \� I OT BLOCK \ I I I DIP IEVVAY" SIGN \\ I \\ \ \ \ NO BLOCKING STRIPING SD INLET W/GRATE I I FOR FIRE LANE I \\ \� TOP=51758 I INV OUT=511.53 18"RCP (NE) I I I \\ 0 \ I MHD I I \\ \ \ TOP=518.79 I \ \ INV IN=509.99 15" RCP (SE FUEL PAD I I INV IN=510.57 15" RCP (SW) I a I INV OUT=509.99 15" HOPE (NW) I MHS I I TOP=524.53 I I INV IN- 1784 8- PVC (SW) I I \\ \ \ \ \ \ INV OUV=517 62 8" PVC (SE) CONC. I DUMPSTERPAD SD CURB INLETW/C6I RATE I I ROCKARMOR TOP=516.31 g uc INV OUT=511.67 15" f CP (NW) / I - \\ \ \ l P� STEEP SLOPES APPROXIM\ \ AI� \\ \ a- `uOP_ - J MANAGED (TVP.) --------OLECTRIC SERVICE`, \� \ O / O _ \ CONNNECTION \ / / MHS \ _ / TOP=524.43 S14°31'09"W \ I I \ �/ S / 'INV 1N=556 01 8" PVC (SW) \10.9T "DO NOT StE)W,� / ',NV OU7�515.65 8" PVC (NE) \Rpt� \ DRIVEWAY" SIGN D CURB INLET-MHS- TOP=518.41 INV 1N=514.16 � "HDPE (SW) I INV IN=518.253-1PVC.(4W) INV OUT=511.44 15" HDPE (NW) ) IV 1 I I INV OUT=518.06 8"PVC (NM- X / MHS SIGHT DISTANCE I I I 5 / TOP=527.91 EASEMENT \ � VI j I I �k4l / INV 1N=516.91 8" PVC (NW) DB, 4425, PG. 157 I t - INV OUT=516.69 8" PVC (NE) DISTANCE y \ 5PG. 1 7 2, PG. 157 I I S SIDE SETBACKEL - III I I I I DRAINAGE EASEMENT PROPOSED 6" PVC 2 DB. 4425, PG. 157 j j I I I RIGHT-OF-WAY P DEDICATION _ W I I IN II I LR=318.00' a \ 2 it I I , I 5' FR04-1.29' R1 SETBACK APPROXIMATE I I 4' , I I I 2' 22L COMMUNICATIONS I 11' SERVICE CONNECTION I 11 11' I 11' So a 22' I I mot I TC) SITE J SIGN, -UGT SEE LANDSCAPING R25' UGT PLANS 20' SEWER EASEMENT FOR ALBEMARLE COUNTY SERVICEAUTHORITY DB. 1817, PG. 47 LEGEND: II El CONCRETE SIDEWALK El NATURAL TURF FIELD VM1 REINFORCED TURF HEAVY DUTY CONCRETE E:1 I MANAGED TURF ACCESS R VMDO Architects I ElHEAVY DUTY ASPHALT � 200 E Market Street Charlottesville, VA 22902 SEE LANDSCAPE PLANS 434.296.5684 LIGHT DUTY ASPHALTEl vmdo.com I CRUSHED STONE ® ASPHALT TO BE MILLED & OVERLAID �O GRAVEL s 0 S I TIMMONS GROUP II YOUR VISION ACHIEVED THROUGH OURS. Albemarle County Public Schools i - J New Southern Feed Pattern II Elementary School 133 Galaxie Farm Lane II Charlottesville, VA 11111 I I Client Project Number VMDO Project Number 23-1358 SD CURB INLET ® o TOP=526.44 I W 3 I INV IN=519.34 15" HDPE (SW) I \ R150' INV OUT=518.82 15" HDPE (NE) V Q 11.25°+45D s o a IRON 111 tot. Q , I / ® 9 �/ a- (F) mm O ro ? 2) 10" GV R25' 10" TO 6" REDUCE /9 �'W 18' i 22' 9Pq�ty \ 1 ..'. VEHICLE / UEUING W i 10"X10' RO:iS / LOWER MA OLE T D i O'.'............. 9' (TYP.) LANE MHS 11.250 BEN FROM 537.50 TO 529.(0 i R15 R5 R20' RTTOP=53787 II - .. R3 1$ (TYP.) INV IN=533.07 8" PVC (W) J� �0 "CLASS 52 R 10' �4' R3 ® TMP 91-11 INV OUT=532.87 B" PVC (E) UT519.48' PVU, I DIP WATE RT COUNTY OF ALBEMARLE a- VEHICLE p° 9 O i SCHOOL BOARD _ _---_ - uGT- ° I C> F QUEUIN 7Z 10 i R3' 18 R3' �� s D. LANE ' DB. 5258, PG. 620 � 24' 9...'.'.'.. / R25' 8. SD CURB INLET a I MACHLINE -SEE SHEE 4.2 R3 TOP=526.65 CO C. S 22' _ ' D _ INV 1N=521.65 15" HOPE (NIN) D IL l 8 INV OUT=520.1515"HDPE(NE) - I :D 1.8 . '..... d �9 ,,i RT R3' I R15' ', CONCRETE I I ° : RT . a 2 DITC D .'. ! 18.(TYP .24 O. ' MHS , e S ° Dd .. 'A D _ TOP=528. 11 I D 9 (TYp:) R10' D D b A. INV 1N=523.23 8" PVC (W) r ° .6: ` 45 BEND (2) eD , °. r NV OUT=523. 07 8" PVC (E a P \\ 12 D D '^ V D V D 5 �91 D I ONCEPTUAL J T O R3 VJ RETAINING WALL WIT 11.25 BE1 I ° ELECTRIC AND R5 \/,\\ FALL PROTECTION COMMUNICATIONS 18' 22' ` CURB PEDESTRIAN 5' FRONT DUCT BANK ..... 9 6 ° ° D LA RIDGE PLANS)EE RAMP STAIRWELL b. SETBACK 8'7 8'TYP.O D a 2'X4' HAND HOLE (� P\V AZ GCT 6 5 12 5 ° �... o it 79.6' D 18 , R3' ° WI 6" GV OUTDOOR 45° BEND (2 JCr� ° . L LASSROACES O PROPOSED L RIGHT-OF-WAY GC R15' D. . D L G I DEDICATION T a ,. e D e D e e e ANOPY D D 'D'' O D JGC D FDC 3 L 5' a 2 FLAGPOLES, SCALE V=20' I SEE LANDSCAPIN e' I PLANS D ° 5'ARCHITECTURAL L, In p' SAFETY FENCE TH oF � f� Bryan D. Cichocld Z, U Uc. No. 53741 Ago zllGIt� w� IONAL G141t Checked By B.Cichocki Drawn By T.Bright � PIPE (F) " u NOTE: PROVISION FOR UTUREINTERPARCEL CONNECTION -R36 R 7' UARDRAIL I ISSUES AND REVISIONS a a NO. SUBMITTAL DATE 1 INITIAL SITE PLAN 16.FEB.24 ° I I I WIRE FL I HEIGh j II REAR SETBACK II TMP 9 1- 10 COUNTY OF ALBEMARLE DB. 1979, PG. 44 II LAYOUT AND UTILITIES PLAN C4n 1 SD CURB INLET TOP=526.65 INV IN=521.65 15" HDPE (NW) INV OUT=520.15 15" HOPE (NE) MHS TOP=528.11 INV IN=523.23 8" PVC (W) IV OUT=523.07 8" PVC (E) TMP 91-12C GALAXIE LLC LU N Z J M � N LL11:' LU ` NJ 1-Z�Or� � O Z � m N CONCRETE 79.6' 10" 1 b I �'HA p .< �L q, eV 18' R3' KID " °> �W/ 6" GV L 450 BEND D I I A e s L L PROPOSED \ RIGHT-OF-WAY GC R15' L T '.. ,° L.'°'D•'. . .. B e. a '. L I I DEDICATION .'D .. °., a (2) FLAGPOLES, es "' °° G JG� Da .' b A. ° CD SEE LANDSCAPIN ° , , p, • ° . • • . I PLANS ,. ° .' • 'e p , c e n y G D e e., a •l: e' a s a' 8, b I10" CLASS 52 °• .p IDIP WATERLIN , . °. D , :. L nD10' 1 G ° r s 'el ma's• Oi p ° e °. 4 L' D' .4 a , CD , i e D' b D > Cq ° b ° HA p' W/ 6" GV I D. .4 4L. ° 'A% ° UNDER DRAINS TO BE i� � i :.-mow\�j -i :au:R�sar�rPJ►/.::a:.:W I �e a� } i a OUTDOOR CLASSRO( SPACES PEDESTRIAN RIDGE (SEE LA PLANS) 5' ' (• 4 x✓ . \L ; .3 D 1 k X k C. L 5' ARCHITECTURAL . ''MATC H L I N E- S E S SAFETY FENCE `X X 5 eA. 1 k e • e' k X , X .k s X CDP D °L • ' �, X {I k .e e , kl k % ® !S LY S°'. '1 11• TRAIL L \ 1 , 4 a k • p D a '•'e° 00 pe' 1° 00' , p LAYGROUND k k x k • B .p .. .! 1a 'k .X x I ADD ` ® x ALTERNAT L ;. 777 C& x 1 k X 900 LL k X I < k ® xl k x ® TMP 91-11 k X ® COUNTY OF ALBEMARLE SCHOOL k l BOARD ® DB. 5258, PG. 620 x k x 1 M , k 1000 '• L. x x I L ep a L< X k e '? HA X k x e°" W/6"GV X k X x l • x 'k X Ik e'. .°. x k X I ENERATOR E LINE x 20 MESTIC LIN RECEPTACLES p, 4.. BASKETBALL k 3 � • COURT x x A. X x'Ix .x e ..e ,., e, y ° Xk I CAN®PY. • X 450 BE 5 '...D .. X X b°e a 'e ',' a °.D: .•� x k D ' 11.25° + 22.50 "TYPE WATER • . + 45° BEND / X x LINE °'. :P•• f-�.L °D x V 18,,. SEAT: WAtL UNDER SEE _ o ' e• r � L im Olin \ '—RS' R1 30' R5' R45' \ \ / © \ D 4" WIDE WHITE' �\,,3 \ \ \ STRIPING < 1 X \ \ \ 42 \ \ \ L P D e ..1 20' LEGEND: CONCRETE SIDEWALK lil HEAVY DUTY CONCRETE E:1 HEAVY DUTY ASPHALT Ll LIGHT DUTY ASPHALT F-1 - ASPHALT TO BE MILLED & OVERLAID GRAVEL REAR SETBACK TMP 91-10 COUNTY OF ALBEMARLE DB. 1979, PG. 44 I I KEY MAP J NATURAL TURF FIELD REINFORCED TURF MANAGED TURF ACCESS SEE LANDSCAPE PLANS CRUSHED STONE V M D O VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com s�0,,, TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. Albemarle County Public Schools New Southern Feed Pattern Elementary School 133 Galaxie Farm Lane Charlottesville, VA 22902 Client Project Number VMDO Project Number 23-1358 � TH of � Bryan D. Cichocki lac. No. 53741 °'ZONAL Er� 0/4/2 -, I Checked By Drawn By ISSUES AND REVISIONS NO. SUBMITTAL 1 INITIAL SITE PLAN LAYOUT AND UTILITIES PLAN B.Cichocki T.Bright C4.2 DATE 16.FEB.24 I�UCflJ m 0 NLUoL �N� IRON (F) Q (WITNESS TO CORNER) O8. 1979, PG. 454) INLI A FENCE i 10"X6" TEE\ T 7 FHA W/ 6" GV R12.5'J N DIP -WATERLINE R15' I � ^` 30' 9 �(�\\' /� \ RS R45' 18 D •' I I 4D I 10" GV \ ' GV CAP FOR FUTURE \ CONNECTION ROLLED ASPHALT CURB OF 15" CMP INV. 1N=535.26 V. OUT=535.07 S" 15" CMP INV. IN=533.41 INV. OUT=533.54 J KEY MAP II (FLAGGED) 26" SYCAMORE iJ .50° BEND 'I WYEW STRIPE (TYP.) (8 BUS SPACES) kx k kV M I k x k x . kk Ik 'gIII1I .k k x I I VMDO Architects TRAIL x x k 200 E Market Street k k k I Charlottesville, VA 22902 x x x k x I 434.296.5684 k k x I vmdo.com STEEP SLOPES MANAGED (TYP.) x k kk I k k kX I X k x k kk I x X k k k TMP 91-10 �O 0 0 kk Xk I COUNTYOF TIMMONS GROUP x k k X k k x k x I I ALBEMARLE YOUR VISION ACHIEVED THROUGH OURS. x x DB. 1979 PG. 44 x k x k k I I � x k x k k xk k k k k x k x x x x x I \ k c I � ` MATCHLINE - SEE SHEET C4.2=1`W = = = \ / V4"WIDEWHITE ° \",3 STRIPING \ \ ° •e `. SPECIAL EVENT PARKING STRIPING D D .D D D° D ' 4D (DENSE WOODSQ VEGETATION) TMP 91-11 COUNTY FALBEMARLE BOARD (FLAGGED) 18"DEC B. 5258, PG. 62 (FLAGGED) 14"DEC 0 (FLAGGED) 10" II 4 \ (FLAGGED) \ X (FLAGGED) 18"HOLLY \ \ x \ (FLAGGED) 18" DEC. IRON (F) ftft ` (FLAGGED) 16" DEC. ` (FLAGGED) 20" CONIFER 41S" IRON (F) \ GAL q,YjtcFARMLAN 6 NINE I � _ LEGEND: I �— CONCRETE SIDEWALK F7 NATURAL TURF FIELD I REINFORCED TURF I HEAVY DUTY CONCRETE I I MANAGED TURF ACCESS R HEAVY DUTY ASPHALT I I SEE LANDSCAPE PLANS 47 LIGHT DUTY ASPHALT �O I CRUSHED STONE 6Z ASPHALT TO BE MILLED &OVERLAID GRAVEL SCALE 1"=20' I ngn- — — OPEN SPACE GALAXIE FARM SUBD. PHASE 2 U BLACK PVC CHAINLINK FENCE Albemarle County Public Schools New Southern Feed Pattern / Elementary School Ir Ir 133 Galaxie Farm Lane Charlottesville, VA 11111 k I Client Project Number VMDO Project Number 23-1358 y y y O� y y y y y} y ..�TH y Sf+ y y Bryan D. C/chocifl 'Z, U 11c. No. 53741 vo SSIONALG y y, y 8,-x-I y TRAIL V0009, y TMP 91B-C Checked By B.Cichocki y I GALAXIE FARM Drawn By y T.Bright INVES32TIENTS, INST. #202200011976 y y I y y l TMP 91 B-12 y y CRAIG ENTERPRISES, INC. y x I INST. y #202300006830 y y I y y 8y y y I TMP 91 B-13 y y CRAIG y y I ENTERPRISES, INC. y INST. #202300004198 y y I I ISSUES AND REVISIONS y � I NO. SUBMITTAL DATE y y I TMP91B-14 1 INITIAL SITE PLAN 16.FEB.24 y + GREENWOOD HOMES - II ;HARLOTTESVILLE, LLC INST. Ft�P J P,?02300004470 IRON (F) k CONC. HEADWALL INV. = 484.37 18" HDPE APPROX. LOCATION OII EXISTING SIDEWAL 'I GALAXIE FARM LANE VAR. WIDTH PUBLIC R I I — — — III T. INSNO. 202200011976 (THIS PORTION) GALAXIE FARM LANE (VAR. WIDTH PRIVATE R/W) INST. NO. 202200013850 it II I I IRON (F) MHD TOP=48799 INV. IN=482.99' 18" HDPE (N) INV. IN=481.64' 15" HDPE (NE) INV. IN=481.59 15" HDPE (W) INV. OUT=481.49' 24" HDPE (S) LAYOUT AND UTILITIES PLAN C4.3 SIGNAGE LEGEND STRIPING LEGEND SIGN SIGN/PLAQUE SIGN DESIGNATION SIGN STRUCTURE SIZE ST'D TMP 912E STOP COUNTY OFALBEMARLE AA STOP R1-1 30"x30" STP-1 DB. 1623, PG. 649, 651 (PLAT) DB. 1590, PG. 418, 421 THRU 424 (PLAT) SCHOOL ZONE DB. 1492, PG. 678, 682 & SIGNAGE 683 (PLAT) B RIGHT TURN ONLY R3-5 36 x36 STP-1 #1515 FOUNDERS PLACE ONLY C LEFT TURN ONLY R3-5 36"x36" STP-1 ONLY b SCALE 1"=20' 0 20' 40' 5 DO NOT ENTER RESERVED PARKING AD AE PAINTED LETTERING (TYP.) 11 o� s0M moz 10 DO NOT ENTER R5-1 36"x36" STP-1 RESERVED PARKING R7-8 (for persons with disabilities) 12"x18" u � \ 4. y � C s STP-1 SYMBOL DESCRIPTION DESIGNATION THROUGH LANE USE -ARROW MUTCD 36.20 TURN LANE USE -ARROW MUTCD 3B.20 ASTOP BAR MUTCD 3B.16 A3 CROSS WALK MUTCD 3B.18 A4" SOLID SINGLE WHITE LINE MUTCD 36.04 CENTER LINE MARKINGS 5 SOLID DOUBLE YELLOW LINES MUTCD 313.01 --------- WHITE 4" WIDTH, 2' LONG, 10' SPACING VDOT 6T STANDARD "C" PIPE (F) x x X TMP 91-10 x COUNTY OF ALBEMARLE DB, 1979, PG. 44 X V M 1) VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com ® �0 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. Albemarle County Public Schools New Southern Feed Pattern Elementary School 133 Galaxie Farm Lane Charlottesville, VA 22902 Client Project Number VMDO Project Number 23-1358 TH OF G Bryan D. Cichocld IZI U Uc. No. 53741 Ago 2/rGIt�w� IONALG� G/4�t Checked By B.Cichocki Drawn By T.Bright ISSUES AND REVISIONS NO. SUBMITTAL 1 INITIAL SITE PLAN PAVEMENT MARKING AND SIGNAGE PLAN C4A DATE 16.FEB.24 EASEMENT OB 4425 PG. 157� I III I 1C717yA \ ITMP91-1 1ARLECOUNTY DRA INA GE EA SEMEN T II 1 EAUTHORITY DB, 4425, PG 157 I 5 1089, PG. 670 \ W I II f' °62 Ilj II, "=30' IIv I SCALE 1 III 0 30' 60' SO CURB INLET II TOP=526.44 I INV IN=519.34 15" HOPE (SW) I WVOUT=518.8215"HDPE(NE) I I I I IRON (P) 0 W II ai TMP91-12 5 1540 FOUNDERS PLACE, LLC SANi DB. 5549, PG. 680 ' ' #1540 FOUNDERS PLACE TOP=534 87 INV IN530.37 15" HOPE (SW) INV OUT=52567 15" HOPE (SE) SO CURB INLET TOP=526.65 INV IN=52185 15" HDPE (NW) INV OUT=52015 15" HDPE (NE) TMP 91-12C GALAXIE LLC / W N J / (3) cc CL W � ¢ I zlt co / LU / W co W V i Q m o Q / W o W rn a�(SQ (D Z��� IRON (F) Q NETO CORNER) OB. 1979, PG 454) CHN// FENCE � 1$"CMP J INV IN=5959R • - y I DISTANCE 111 aSEM NT PG.�157� II I I II I i I R=318.00' L=1.29' I III II III I J� I y = up J ,Q ¢ IO , 6'W I I a L O � I � � I 6" PVC/ _ IM amp ro y o TMP 91-11 00 COUNTY OF ALBEMARLE SCHOOL BOARD DB. 5258, PG. 620 ' p p p p *► p 0 >� 42' y 30' . 22' J� 0 6 N I I. \\ FDC MAIN ENTRANCE (LOBBY) 133' Z= -\ #� I� I FHA Gc MAIN ENTRANCE (GYM) 148.7' I I ICD 000, Ir INTERNAL STAIRS'`, —2 STORY BUILDING WITH BASEMENT INT NAL STAI S COUNTY` FALBEMARL SCHOOL BOARD ` D�a 5258, PG. 62 15' - 30' ADD ALTERNATE ADDING 1 CLASSROOM PER LEVEL TO WING -3 STORY BUILDING OVER 30' HEIGHT Qv0 LLLL LLLLLL LLLLLL4 62' 186.7' O LL LLLLL LL L z6 °oo� 1 5'I \ LLLLLLLLL LLL L LLLLLL LLLLLL L LLLL L LLLLLLL LLL L LL LLLLLLL L LLLLL LLLLLLLL LL LLLLLLLLLLLLLLLLLLLLLL L LLLLLLLLLLLLLLLLLLLLLL L R TA N I N G x / LLLLLLLLLLLLLLLLLLLLL L LLLLLLLLLLLLLLLLLLLLL L LLLLLLLLLL LLL L ALL LLLLLLLLL LLL LLL L L LLLLLL LL LLLLL LLLLL L L LLLLL L 3 LLL LLL LLLLL LLLLL LL LLL LLL LLL LLLL I 50' - (�� 126' 100' MAIN ENTRANCE X (CAFETERIA) FHA Bd. (DENSE WOODS /VEG \ \\ MOUNTABLE CURB / 20' FHA 20' ALBEMARLE COUNTY DEPARTMENT OF FIRE & RESCUE GENERAL CONSTRUCTION NOTES A. SMOKING SHALL BE PROHIBITED IN AREAS WHERE SMOKING MAKES CONDITIONS SUCH AS TO MAKE SMOKING A HAZARD AND THESE AREAS SHALL BE DESIGNATED WITH NO SMOKING SIGNS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. B. AREAS WHERE SMOKING CAN OCCUR, SHALL HAVE APPROPRIATE RECEPTACLES FOR DISCARDED SMOKING MATERIALS PER VIRGINIA STATEWIDE PREVENTION CODE. C. PER THE VIRGINIA STATEWIDE FIRE PREVENTION FIRE CODE, VEHICULAR ACCESS FOR FIREFIGHTING SHALL BE PROVIDED AT ALL CONSTRUCTION AND DEMOLITION SITES, INCLUDING ACCESS TO WITHIN 100 FT. OF TEMPORARY OR PERMANENT FIRE DEPARTMENT CONNECTIONS, AND HAVE NO OVERHEAD WIRING OR THERE OVERHEAD OBSTRUCTION LOWER THAN 13 FT. 6 INCHES; THIS ACCESS MAY BE VIA PERMANENT OR TEMPORARY ROAD, BUT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS IN ALL PIPE (F) _ _ WEATHER CONDITIONS. �— D. CONTRACTOR SHALL ENSURE THE STREET NUMBERS ARE ALWAYS PLAINLY VISIBLE /X —X— — - FROM THE FRONTAGE STREET DURING CONSTRUCTION PER THE VIRGINIA STATEWIDE FIRE CODE. E. AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL BE IN PLACE AND AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS ARRIVE ON SITE. F. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF EACH DAY AND DISPOSED OF IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. G. FIRE EXTINGUISHERS SHALL BE PROVIDED, WITH NOT LESS THAN ONE APPROVED FIRE EXTINGUISHER AT EACH STAIRWELL, ON ALL FLOOR LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED, IN EVERY STORAGE AND CONSTRUCTION SHED AND IN AREAS OF SPECIAL; HAZARDS, SUCH AS WHERE FLAMMABLE AND COMBUSTIBLE LIQUIDS ARE STORED OR USED, IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. H. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL COMPLY WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE AND SHALL REQUIRE A PERMIT FROM THE ALBEMARLE COUNTY FIRE MARSHAL'S OFFICE. ALBEMARLE COUNTY FIRE PREVENTION CODE. SECTION 6-204 FIRE LANES A. THE FIRE OFFICIAL MAY REQUIRE BOTH PUBLIC AND PRIVATE FIRE LANES, AS DEEMED NECESSARY FOR THE EFFICIENCY AND USE OF FIRE AND RESCUE APPARATUS. FIRE LANES SHALL HAVE A MINIMUM WIDTH OF 18 FEET. NO PERSON SHALL STAND OR PARK A MOTOR VEHICLE WITHIN ANY FIRE LANE ESTABLISHED AND DESIGNATED IN A PARKING LOT OR TRAVEL LANE OPEN TO THE PUBLIC. B. DESIGNATED FIRE LANES SHALL BE FREE OF OBSTRUCTIONS, VEHICLES AND MARKED IN A MANNER PRESCRIBED BY THE FIRE OFFICIAL. C. ALL DESIGNATED FIRE LANE SIGNS OR MARKING SHALL BE MAINTAINED IN A CLEAR AND LEGIBLE CONDITION AT ALL TIMES AND REPLACED WHEN NECESSARY TO ENSURE ADEQUATE VISIBILITY. D. THE COUNTY POLICE AND THE FIRE OFFICIAL SHALL HAVE CONCURRENT JURISDICTION TO ENFORCE THE PROVISIONS OF THIS SECTION, AND EACH SHALL HAVE THE AUTHORITY TO ISSUE PARKING CITATIONS FOR ANY VIOLATION OF THIS SECTION. E. ANY POLICE OFFICER OR THE FIRE OFFICIAL WHO FINDS ANY VEHICLE IN VIOLATION OF THIS SECTION SHALL ALSO HAVE THE AUTHORITY TO REMOVE SUCH VEHICLE AT THE OWNER'S RISK AND EXPENSE. THIS AUTHORITY SHALL EXTEND TO ANY FIRE OR RESCUE OFFICER IN CHARGE OF A FIRE OR RESCUE OPERATION WHO FINDS ANY SUCH TMP 91-10 VIOLATION TO BE INTERFERING WITH SUCH EMERGENCY OPERATIONS. COUNTYOF F. VIOLATION OF THIS SECTION SHALL BE PUNISHABLE BY A $25.00 FINE. THE CONTEST OF ALBEMARLE SUCH FINE ANY PERSON SHALL BE GOVERNED BY THE PROVISIONS OF SECTION 9-118 DB. 1979, PG. 44 OF THIS CODE M I LEGEND: F__1 FIRE LANE ACCESS LLLLL LLLLLL AREA ACCESSIBLE TO AERIAL LLLLL APPARATUS (6% SLOPE OR LESS) DROP OFF QUEUEING LANE - — — - 15PROPOSED BUILDING OFFSET 30' PROPOSED BUILDING OFFSET MAIN BUILDING ENTRANCE FIRE LANE SIGN A —� (NO PARKING - FIRE LANE) FIRE LANE SIGN B - WITH RIGHT ARROW —C� (NO PARKING - FIRE LANE) C FIRE LANE SIGN C - WITH LEFT ARROW —� (NO PARKING - FIRE LANE D FIRE LANE SIGN �— (EMERGENCY ACCESS ONLY) EXHIBIT A: FIRE TRUCK AUTOTURN f i u 0 ow L � �a Q I \eAial Fir Tr_ U \ REP RT OP3r 65 ) NC 1 i° BE S r 2"TYPE WATER LINE r�r r�i FHA W/ 6" GV �FH M SCALE 1 "=20' 0 20' 40' 11.250 + 22.50 + 45° BEND V M D O VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. Albemarle County Public Schools New Southern Feed Pattern Elementary School 133 Galaxie Farm Lane Charlottesville, VA 22902 Client Project Number VMDO Project Number 23-1358 Bryan D. Cichocld U Iac. No. 53741 Ago 2/fG/ZY IONAL ECG G/4/Z Checked By Drawn By ISSUES AND REVISIONS NO. SUBMITTAL 1 INITIAL SITE PLAN FIRE ACCESS MARKING PLAN B.Cichocki T.Bright C4n8 DATE 16.FEB.24 V M D O VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com 00000 1* TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. Albemarle County Public Schools New Southern Feed Pattern Elementary School 133 Galaxie Farm Lane Charlottesville, VA 22902 Client Project Number VMDO Project Number 23-1358 Bryan D. Cichocki lac. No. 53741 /!G Lf -01 °ZONAL Er� 'G/4/2 -, Checked By Drawn By ISSUES AND REVISIONS B.Cichocki T.Bright NO. SUBMITTAL DATE 1 INITIAL SITE PLAN 16.FEB.24 GRADING AND DRAINAGE PLAN C5n0 V M D O VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com 00000 1* TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. Albemarle County Public Schools New Southern Feed Pattern Elementary School 133 Galaxie Farm Lane Charlottesville, VA 22902 Client Project Number VMDO Project Number 23-1358 Bryan D. Cichocki lac. No. 53741 /!G Lf -01 °ZONAL Er� 'G/4/2 -, Checked By Drawn By ISSUES AND REVISIONS NO. SUBMITTAL 1 INITIAL SITE PLAN B.Cichocki T.Bright DATE 16.FEB.24 GRADING AND DRAINAGE PLAN C5ml V M D O VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com 00000 1* TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. Albemarle County Public Schools New Southern Feed Pattern Elementary School 133 Galaxie Farm Lane Charlottesville, VA 22902 Client Project Number VMDO Project Number 23-1358 Bryan D. Cichocki lac. No. 53741 /!G Lf -01 °ZONAL Er� 'G/4/2 -, Checked By Drawn By ISSUES AND REVISIONS B.Cichocki T.Bright NO. SUBMITTAL DATE 1 INITIAL SITE PLAN 16.FEB.24 GRADING AND DRAINAGE PLAN C5n2 V M D O I POND ACCESS ' II I / I I I( I I ,II 11I EMERGENCY SPILLWAY n I I / II I11 I / I ' I I I I �m \ \ \ \\• ............ \ GABION _ S?2 FUREESAY \ \ • a �t \ ` \ \ • ` 4 \ \ \ \ 8" DRAWDOWN PIPE CT ON \ f\f \\ \ zDDO \ GABTON q f• fa «f-` --- _ '`� j`< `�`� ` ` BAY 9j `_ ♦4f_ \ \ \\ f { T\« « a ` 4.• `\ \490 a 3.` ` a. a « f f ` ` «`tat\«\ \ •taf�„ - \ \ S T 6.3 O \ 490 ! f « « fti « a f a T \a « r 00 \ a 10 \ --\ \494 _ \ \ O6 w g9 J _ \ \ } \ \+ \ \ _ w 495 ¢9 \ 496 \ \ 496Do 41 \ 49 \ \ -- O \ \ \. \\ \ 4 \\ POND \ O \ \ \ \ \ \ ,500 --- \ \ �/ ' EMBANKMENT �49 � Oa 5 - - - - - - - - - - - x r X At X X X x al: it, it k k 497X � X 04 y� A N �'t N m $ 'Now \ \ wa I O Z r O O- I N y N m T \� am �j \ \\ TNENNWMNM v 70 WET POND (LEVEL 1) LEGEND: PERMANENT WSEL Np0 g3 SCALE 1"=2D' 0 20, 40' BMP: WET POND 1- LEVEL 1 A Soils 0.02 0.15 TOTALS I gai 30 (RV Coemrientl Me naged Turf B Sol Is, Rv = 0.14 Impervious,Rv= 0.29 Rv= OA3 0.03 0.04 0.05 0.10 0.22 1.21 6.19 Treatment Volume, Tv (Spec. No. 14, Table 14.31 Tv=[{(1.0 in) x IRV) x (All: 121-volume reduced by upstream BMP Drainagekess A= 269,636 sf Upstream Volume Treated= 0 tuft "per RRM3.00olumnE Treatment Volume, TV= 9,612 aft Required 30 'ibuthi DA=10 t325acres Yes 6.19acres 3ulichead=6-8' Yes 8' Setbacks 20' from property, 25' bl dg foundations, 100' from septic Yes 28' setback to we storage elevation t to water table >2' Yes C or No B Sol l s, Cl By core is required is Slope=0.5%-1.0% Ves 0.5%is provided 3ry Spillway Yes Riser with trash rack =1ORR1ng Low Orifice Yes Side mounted tras h rack gency Spi IIway Yes Emergency Spi l Iway El. -033.25' Drain Yes Yes Treatment Volume - Stage Storage for Tv El Area la) Inmakme Tmal VVollume 423.5 3,498 0 0 424.5 4,591 4,032 4,032 425.5 5,739 5,154 9,186 426.5 6,922 6,321 15,508 427.5 8,219 7,561 23,069 Treatment Volume, TV = 23,069 aft Provided Forelpav Volume Forebay Volue- =(0.10-0.25 inches per Impv. Acre) Impervious Area to Wet Pond= 1.88 ac [oao]1 I0.251 F1 Impervious Runoff/ Impervious Area 1,706 lauft Required Range Forebay Volume/ Treatment Volume= 7% <15% Stan Stories far Foci 01 El Area lsfl Inv.Volume (a k) Total Volume (a- az4s v7 a o 425.5 412 286 286 426.5 691 548496 332 427.5 1,007 1,676 Total Pond Volume Pond Bottom Elev.= 422.0' El Depth o Pond Bottom Area (at)as Ina.Volume ft Total Volume a ft 422 0.0 2,193 0 0 423 1.0 3,607 2,874 2,874 424 2.0 5,117 4,340 7,214 425 3.0 6,727 5,904 13,117 426 4.0 8,438 7,566 20,684 427 5.0 10,250 9,329 30,013 428 6.0 12,162 11,192 41,205 429 7.0 14,175 13,156 54,361 430 8.0 16,297 15,219 69,580 431 9.01 18,500 17,382 86,962 432 10.01 20,815 1 19,646 106,608 432.5 10.5 22,010 1 10,705 1 117,313 Total Pond Volume = 117,313 aft Provided coi canger;'.y.1omeano, Length to Width Option =2L:3 W L= Length from inlet to outlet(ft) L= 180 ft W =Average Width (ft) W = 48 ft L/W > 2 [Required] L/W> 3.8 ft OKI, Basin L to W Patio is 2U or greader LEGEND: VV/ TURF IA W/TURF COVER 328 ---30 0. 520 zmC n 1 cn \ , rn 0 _ m 515 - - - _ _ _ - \ \ \524. W 524 515 3 520 510- --' 7 \ ---- --- - - 510 \\\ \\\ 400 / 575�515 _500 \ ------ \ \ - X X ,X X x X'X.x X X x � X X x x X X x X x X x X'2l X X �k- o _ X X k X k X \ X X X X X X x X M x X X X X -. X X v Lf)\X X X X k• X X' jt x. x x _ X\ X X O X \/> X X X X x x x x X X x X x X x k X X X X X �x �X�X x X x X X x X X X x X ar X X X Ao X x X k, X X• 1C x\ x z X x\' X x x x X x x x X x x X x X x X x �. x x X�-k \ - X X a _X_ X X X x 1t ar X X X X X X X v x .x x X X X r'r k k LO X X pL. it X X X \X X X \X X X x X _ate �- \ \ x x_ X. •X x x X X x X x x 'r 5Q3 \ \ \ \ \ 03 X x r X X x x 2r k 1p, x x X 497 X x \ -\ \ \ S \ t X X �� \\ \ \ \ ` \ _ X� --- --- 500-\ \ \ \ ---_X- mmm \ \ V A \ \x>r- � A CY -x---x _ \ Mi /� m-11 rI CO y CO \ o DRY SWALE (LEVEL 2) BMP: Dry Swale - LEVEL 2 Runoff Coefficients (Rv) A Soils BSoils CSoils DSolis Forest/Open Space 0.02 0.03 0.04 0.05 Managed Turf 0.15 0.20 0.22 0.25 Impervious Cover 0.95 0.95 0.95 0.95 Proposed Condition for TR-55 HSG RCN Area (ac) % RCNxArea I (Impervious) 98 1.98 40% 194 B(Managed Turf) 61 2.97 60% 181 TOTALS 4.95 76 RCN = 76 Site RV IRV Coefficients x Land Cover %) Managed Turf B Soils, RV= 0.12 Impervious, Rv= 0.38 Rv = 0.50 Treatment Volume, Tv (Spec. No. 9, Table 9.4) Tv= [1(1 in) x (Rv) x (A)) . 12] - volume reduced by upstream BMP Drainage Area, A= 215,622 sf Upstream Volume Treated = 0 cu ft per RRM 3.0 Column E Treatment Volume, Tv = 8,984 tuft Required Treatment Volume - Storage Depth Storage Depth (ft) Void Ratios Surface Forcing Depth= 0.5 1.00 Depth of Mulch & Media Filter= 2.00 0.25 Stone Sump Depth= 3.00 0.40 Treatment Volume, TV = 2.20 It Provided Treatment Volume - Surface Area SA (SF) _ [(1.1*Tv) - volume reduced by upstream BMP]/storage depth] Minimum Required Surface Area- 4,492 sf Surface Area Provided= 4,500 sf Other Design Requirements Meets Requirement? Comments Contributing DA<5.0 acres Yes 4.95 acres Filter Media Depth> 24" Yes 24" Min. 12" Stone sump below underdrain Yes Planting Plan Yes Turfcover with trees and shrubs Buidling setbacks Yes NPO g3 SCALE V=20' 0 20' 40' VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com 00000 { 4r TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. Albemarle County Public Schools New Southern Feed Pattern Elementary School 133 Galaxie Farm Lane Charlottesville, VA 22902 Client Project Number VMDO Project Number 23-1358 bryan D. Clchocki lie. No. 53741 ?-/lOf I v°IONAL Er� Checked By Drawn By ISSUES AND REVISIONS NO. SUBMITTAL 1 INITIAL SITE PLAN STORMWATER FACILITY DETAILS B.Cichocki T.Bright DATE 16.FEB.24 C6n2 2016 ROAD & BRIDGE STANDARDS SWM-DR /4 2 WILLUB—'/y'"x1'/4" BOLT 3'i' DIA /4" METAL PLATE R''/i' J` SIDE VIEW OF BOLT WELDED ON TO METAL PLATE SIDE VIEW DETAIL FOR DEBRIS RACK HOLDER FRONT VIEW 1. COST OF DEBRIS RACK, METAL PLATE, AND DEBRIS RACK HOLDER TO BE INCLUDED IN THE BID PRICE FOR THE SWM DRAINAGE STRUCTURE. 2. DEBRIS RACK MAY BE FTRICATED FROM WELDED �/. DIAMETER BARS OR %2" THICK HIGH DENSITY POLYETHYLENE. METAL COMPONENTS OF DEBRIS RACK MUST NOT BE GALVANIZED. 3. DEBRIS RACK TO BE HINGED AS SHOWN OR CONTRACTOR MAY SUBSTITUTE A COMPARABLE DESIGN AS APPROVED BY THE ENGINEER. 4.THE LOCATION OF THE DEBRIS RACK HOLDER MAY BE ADJUSTED FOR VARIABLE CONDITIONS. WHEN HOLDFTR BOLT IS LOCATED ON THE METAL PLATE THE /z' DIA. BOLT LENGTH IS TO BE REDUCED '/4 LG. AND WELDED TO THE PLATE. DEBRIS RACK HOLDER AND ALL HARDWARE IS TO BE GALVINIZED. MEN TOP VIEW m ❑❑❑❑❑❑❑ TOP TO BE HINGED TO ALLOW ® ❑ ❑ ❑ ❑ ❑ ❑ ❑ ACCESS TO WATER QUALITY ORIFICE (SEE HOLDER DETNL ABOVE) 0000000 �Q}• TOP TO BE HINGED TO ALLOW ACCESS TO WATER QUALITY A ,y ORIFICE (SEE NOTE 3) ❑ ❑ ❑ z DIA. BARS NOT GALVANIZED [Ell El El El El El ZE]EIL i SEE NOTE 2511 ❑ ❑ ❑ ❑ ❑ ❑ c ❑ ❑ ❑ 0 2" SQUARE OR El ❑ ❑ ❑ 3" DIA HOLES El ❑ ❑ ❑ El (SEE NOTE 2) ❑❑❑❑❑ ❑� 1'-0" MIN. L T-0/2' MIN' FRONT VIEW HIGH DENSITY POLYETHYLENE SIDE VIEW METAL DETAIL FOR DEBRIS RACK (FOR WATER QUALITY ORIFICE) SPECIFICATION REFERENCE STORMWATER MANAGEMENT (SWM) DETAILS DEBRIS RACK, METAL PLATE, WATER QUALITY ORIFICE, CONCRETE CRADLE �VDOT ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 2 OF 5 302 (FOR SWM DRAINAGE STRUCTURES, SWM RISER PIPES AND SWM DAMS) 114.05 VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS ADAPTER FOR REMOVABLE TURN HANDLE UP TO AND ACCESSIBLE THRU TRASH MANHOLE STEPS RACK (VDOT STD. ST-1) GATE VALVE STEM MODIFIED JUNCTION BOX OUTLET STRUCTURE — STEM GUIDES ANCHORED TO WALL OF MODIFIED JUNCTION BOX. — SPACING TO BE DETERMINED BY MANUFACTURER GATE VALVE CONNECTED TO 12" DIP DRAW DOWN. MINIMUM IFUNSEATED HEAD PRESSURE RATING (*TO REMAIN CLOSED JOINTS AROUND UNDER NORMAL OPERATIONS) PIPE TO BE SEALED WITH A WATER TIGHT MATERIAL 90 ELBOW PIPE OUT 8" DIP DRAW DOW 0 JOINTS AROUND PIPE T BE SEALED WITH A 8" #57 STONE BEDDING WATER TIGHT MATERIAL WET POND DRAIN GATE VALVE IN OUTLET STRUCTURE N.T.S. ................................ .......... 3:1 SIDE SLOPES TRAPEZOIDAL TRAPEZOIDAL NOTCH WEIR TURF COVER NOTCH WEIR PLAN 0.75' PONDING � ' DEPTH ................... #4 EPDXY COATED REBAR (MIN. 18" 1"-3" DIAMETER ................ '.'.'.'..'.'.'.'.'.'.'.'.'........ BELOW GRADE) OR STONE TO BE............................................................................................ OTHER APPROVED PLACED 6"DEEP """""""""""""""'""" EQUIVALENT AND UNDERLAIN BY ................. NON -WOVEN FILTER FABRIC 6" UNDERDRAIN AND STONE SUMP, REFER WEIR DETAIL TO DETAIL ON THIS 2' MIN. KEYED SHEET INTO SLOPE T WIDE X 3" HEIGHT V-NOTCH WEIR I -I TURF COVER - 24" BIOFILTER MIX 3" NO. 8 STONE 30" NO. 57 STONE LEVEL 1 WET POND NO SCALE EXISTING GRADES 8'EMBA14KMENT ACCES ROAD TOP OF EMBANKMENT 497.00' 495 490 INSTALL CLAY CORE TO A MINIMUM OF 2' BELOW OUTFALL PIPE AND 485 5' HORIZONTALLY FROM PIPE, OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER 24" RCP RISER INV. EL 485.29' STRUCTURE, SEE DETAIL THIS SHEET �EMERGENCY SPILLWAY 495.00' 1 1 --RISER ELEVATION 494.00' PROPOSED GRADE 10' AQUATIC BENCH PERMANENT POOL EL. 4910.00 8" DRAWDOWN PIPE NV. EL. = 485.58' j 10' AQUATI BENCH GABION BASKET, SEE DETAIL THIS SHEET NOTES: 1. PROPERTY OWNER SHALL NOT PERMIT GROWTH OF TREES OR OTHER WOODY VEGETATION ON THE SIDES, CREST OR EMERGENCY SPILLWAY OF THE EMBANKMENT AND SHALL REMOVE SUCH VEGETATION WITHIN 25 FEET OF THE TOE OF THE EMBANKMENT PER VIRGINIA LAW 10.1-609.2 2. IMPERVIOUS CORE AND CUTOFF TRENCH SHOWN FOR INFORMATIONAL PURPOSES ONLY. FINAL DESIGN TO BE PROVIDED BY GEOTECHNICAL ENGINEER. 3. WARNING SIGNS PROHIBITING SWIMMING MUST BE POSTED 4. POND EMBANKMENT TO BE STABILIZED WITH TURF. NO OTHER PLANTINGS ARE PROPOSED WITHIN POND FOOTPRINT. ND BqTTOM 1' TO SOIL INSTALL CLAY 6 LINER (T=12") BENEATH TOP SOIL LAYER TO ABOVE NORMAL POOL 8' DIA. X 1.5' (POND LINER MATERIAL SHALL BE COMPACTED CLAY [CH] WITH COMPACTION OF CONCRETE 95% OF STANDARD PROCTOR DENSITY, WITH AN IN -PLACE PERMEABILITY OF BASE 1X10-6 CM/S, PLASTICITY INDEX OF NOT LESS THAN 15%, LIQUID LIMIT OF NOT LESS THAN 30%, CLAY PARTICLES PASSING OF NOT LESS THAN 30%) 9+50 10+00 11+00 12+00 13+00 13+50 WET POND SECTION A -A HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 SWM-DR AaHESVE BOLTS / \ W/FLAT WASHERS AND / \ LOCKABLE ACCESS SELF LOCKING NUTS / \ DOOR W/HINGE, TYPICAL 8 PLACES -EQUALLY / / MIN. 2' x 2' SPACED ON AN "E" DIA B.C. CLEAR OPENING / SEE NOTE 1 j 1 LOCKABLE ACCESS DOOR HINGE, MIN. 2'x 2' CLEAR OPENING 'II SEE NOTE 2 j 1— 1 `2" WIDE X /4" \ / THICK STEEL \ / RING BOLTED STEEDLABAR - - / TO RISER IA % 6" LG. % ' THICK 31VE BOLTS ${EEL PLATE A MAX. TYPICAL 8 PLACES -EQUALLY SPACED ON AN "E" DIA B.C. IIIIIIIIJIL-IL-AIWILLJIL 11 111WIUIIL11 11 111 CIRCULAR I I STORMWATER RISER D. MANAGEMENT RISER O.D. I DRAINAGE STRUCTURE RISER DIMENSION I.D. O.D. A B C D E 24 30 31 28% 7 11 27 36 44 45 411/2 13 19 40 48 58 59 54 z 13 21 53 60 72 73 67 y 17 28 66 72 86 87 80% 23 35 79 84 100 101 931/4 25 39 92 96 114 115 1061/4 22 38 105 M0.119AP �II'I,I■ _■I■ ■I■I�I�I'll RISER DIMENSION APPROX. I.D. O.D. A 8 C D E SEGMENT WT. (LBS.) 24 30 30 6 7 10 27 15 46 36 44 42 6 13 18 40 22 82 48 58 55 9 13 20 53 29 120 60 72 68 9 17 26 66 36 169 72 86 81 9 23 34 79 42 227 84 100 94 12 25 37 92 49 290 96 114 107 12 22 36 105 56 341 HIGH DENSITY POLYETHYLENE METAL NOTES: 1. ALL METAL TRASH RACKS 36" IN DIAMETER AND LARGER OR WITH A TOTAL 3. ANTI -VORTEX PLATE IS TO BE USED WHEN SPECIFIED ON THE PLANS. WEIGHT OF 75 LBS OR GREATER SHALL HAVE A HINGED, LOCKABLE ACCESS COST OF FURNISHING AND PLACING THE ANTI -VORTEX PLATE IS TO DOOR WITH A MINIMUM 2' X 2' CLEAR OPENING. BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. 2. ALL HIGH DENSITY POLYETHYLENE TRASH RACKS 48" IN DIAMETER AND LARGER SHALL HAVE A HINGED, LOCKABLE ACCESS DOOR WITH A MINIMUM 2' X T CLEAR OPENING. SPECIFICATIONSTORMWATER MANAGEMENT DETAILS TRASH RACK XVD❑T REFERENCEFERENCE FOR SWM DRAINAGE STRUCTURES ROAD AND BRIDGE STANDARDS 302 REVISION DATE SHEET 4 OF 5 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/16 114.07 2016 ROAD & BRIDGE STANDARDS SCHEDULE 40 I PVC UNDERDRAIN MIRAFI 140N FILTER TIE INTO OVERFLOW FABRIC OR EQUIVALENT. STRUCTURE TO BE 2' WIDE CLEANOUTS @ 100' CENTERED ON LF SPACING UNDERDRAIN NOTES 1. FILTER MEDIA MUST BE SUPPLIED BY AN APPROVED VENDOR LEVEL 2 DRY SWALE SECTION NO SCALE COMPACTED FILL N.T.S. NORMAL 3 POOL ELEV TOP OF EMBANKMENT EL = 4 EMERGENCY SPILLWAY WEIR EL = 495. 100 YR WSE = 495.91' / ... _. _..._...�...—... �NORMAL POOL = 490' — .......—...�... — CROSS SECTION VEGETATED TURF TOP OF EMBANKMENT ACCESS ROAD VEGETATED TURF COVER SEE 97.00' ELEVATION 00' VIEW BELOW 1 ---------�\J / VIEW VEGETATED TURF SPILLWAY ELEVATION VIEW WET POND EMERGENCY SPILLWAY No Scale TYPE 304 STAINLESS STEEL w_ WIRE MESHof Q > POND FOREBAY BOTTOM (SLOPE VARIES) (�OPEM `VARIES) 4' RISER STRUCTURE 102 DETAIL \ a / No Scale RISER TO[ ELEV. 494. ELEV.490. 3ROUT IN GABION j WALL ADJACENT TO FOREBAY & POND BOTTOM 6' GABION BASKET DETAIL N.T.S. GABION BASKET NOTES: 1. INSTALL GABIONS IN ACCORDANCE W/ MANUFACTURER'S SPECIFICATIONS. 2. GABION BASKETS MUST MEET ASTM A974-97. 3. GABION BASKET WIRE MESH MUST BE TYPE 304 STAINLESS STEEL GAUGE 11 OR LOWER 4. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR APPROVAL PRIOR TO INSTALLATION. 5. FILL GABION BASKETS WITH 4" TO 8" STONE D50 = 6" 7 100 YR WSE 495.91' 7 10 YR WSE 494.52' — 1 YR WSE 492.16' " RCP PIPE EV. 485.30' VMDO VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. Albemarle County Public Schools New Southern Feed Pattern Elementary School 133 Galaxie Farm Lane Charlottesville, VA 22902 Client Project Number VMDO Project Number 23-1358 G/41Z Checked By Drawn By �. Bryan D. Clchocla Uc. No. 53741 ISSUES AND REVISIONS NO. SUBMITTAL 1 INITIAL SITE PLAN STORMWATER FACILITY DETAILS B.Cichocki T.Bright DATE 16.FEB.24 C63 V M D O .y�ll)l�r1�/�E 1)_R 7:]LLI [IL[ 117rL /_\ i►Y Y Of►`"MC40 A thick, healthy grass cover, free of trees and brush, should be maintained on the embankment. Such a cover will help stabilize the surfaces of the embankment and will simplify inspections. The maintenance and inspection guidelines presented below are NOT all-inclusive. Specific facilities may require other measures not discussed here. It is the designer's responsibility to decide if additional measures are necessary. 1. The embankment should be mowed periodically during the growing season, ensuring that the last cutting occurs at the end of the season. The grass should not be cut less than 6 to 8 inches in height. 2. If necessary, the embankment should be limed, fertilized and seeded in the fall, after the growing season. Lime and fertilizer application rates should be based on soil test results. The type of seed should be consistent with that originally specified on the construction plans. 3. All erosion gullies noted during the growing season should be backfilled with topsoil, reseeded and protected (mulched) until vegetation is established. 4. All bare areas and pathways on the embankment should be properly seeded and protected (mulched) or otherwise stabilized to eliminate the potential for erosion. 5. All animal burrows should be backfilled and compacted and burrowing animals should be removed from the area. 6. All trees, woody vegetation and other deep-rooted growth, including stumps and associated root systems, should be removed from the embankment and adjacent areas extending to at least 25 feet beyond the embankment toe and abutment contacts. The root systems should be extracted and the excavated volume replaced and compacted with material similar to the surrounding area. All seedlings should be removed at the first opportunity. Similarly, any vine cover and brush should be removed from the embankment to allow for inspections. 7. Any repairs made to the principal spillway (riser or barrel) should be reviewed by a professional engineer. Vertical trenching to expose the barrel should not be allowed under any circumstances. The trench side slopes should be stepped back at a 2:1 slope, minimum. SECTION B-12: OPERATION AND MAINTENANCE This section presents general operation, maintenance and inspection guidelines for principal spillways and components. However, these guidelines are not intended to be all-inclusive. Specific structures may require special measures not discussed here. The engineer is responsible for determiningwhat if any, additional items are necessary. 1. Spillway structures should be cleared of debris periodically and after any significant rainfall event where inspection reveals a significant blockage. 2. During low water conditions, concrete spillway structures should be inspected to decide if water is passing through any joints or other structure contacts and to identify any cracks, spalling, broken or loose sections. Any cracked, spalled, broken or loose sections should be cleaned and refilled with an appropriate concrete patching material. A professional engineer should be consulted to repair extensive leakage, spalls or fractures. 3. Outlet protection (stilling basins) and discharge channels should be cleared of brush at least once per year. 4. Trash racks and locking mechanisms should be inspected and tested periodically to make sure they are intact and operative. 5. All sluice gates (or other types of gates or valves used to drain an impoundment) should be operated periodically to insure proper function. The gate and stem should be periodically lubricated and all exposed metal should be painted to protect it from corrosion. 6. Any repairs made to the principal spillway (riser or barrel) should be reviewed by a professional engineer. Vertical trenching to expose the barrel should not be allowed under any circumstances. The trench side slopes should be stepped back at a 2:1 slope, minimum. SECTION C-12: OPERATION AND MAINTENANCE The following maintenance and inspection guidelines are recommendations. The engineer must decide if additional criteria are needed based upon the size and scope of the facility. 1. Vegetated emergency spillway channels should be mowed concurrently with the embankment and should not be cut to less than 6 to 8 inches in height. 2. The emergency spillway approach and discharge channels should be cleared of brush and other woody growth periodically. 3. After any flow has passed through the emergency spillway, the spillway crest (control section) and exit channel should be inspected for erosion. All eroded areas should be repaired and stabilized. SECTION D-12: OPERATION AND MAINTENANCE In general, sediment should be removed from the forebay every 3 to 5 years, or when 6 to 12 inches have accumulated, whichever comes first. To clean the forebay, draining or pumping and a possible temporary partial drawdown of the pool area may be required. Refer to the Virginia Erosion and Sediment Control Handbook (1992) for proper dewatering methods. To reduce costs associated with hauling and disposing of dredged material, a designated spoil area should be approved and identified on the site during initial design and development of the project. �7 Arej 0 Colo DUyK11 d a1;7111113IM1i;117d/1__04_WKNIZ16111 A maintenance schedule should be provided in the project plans and/or specifications. This is particularly important for BMPs that have a vegetative component that is integral to the pollutant removal efficiency. The schedule should include guidance regarding methods, frequency, and time of year for landscape maintenance and fertilization. Specific plant communities may require different levels of maintenance. Upland and floodplain terrace areas, grown as meadows or forests, require very little maintenance, while aquatic or emergent vegetation may need periodic thinning or reinforcement plantings. Note that after the first growing season it should be obvious if reinforcement plantings are needed. If they are, they should be installed at the onset of the second growing season after construction. Research indicates that for most aquatic plants the uptake of pollutants are stored in the roots, not the stems and leaves (Lepp 1981). Therefore, aquatic plants should not require harvesting before winter plant die -back. There are still many unanswered questions about the long term pollutant storage capacity of plants. It is possible that aquatic and emergent plant maintenance recommendations may be presented in the future. CONTRACTOR'S STORMWATER BMP "AS -BUILT" CERTIFICATION I HEREBY CERTIFY THAT THE WET POND SHOWN ON THE PLANS AND IDENTIFIED BELOW HAS BEEN CONSTRUCTED IN ACCORDANCE WITH THE PLANS. NAME (PRINTED) SIGNATURE VA P.E. NUMBER DATE "CERTIFY" MEANS TO STATE OR DECLARE A PROFESSIONAL OPINION BASED ON SUFFICIENT AND APPROPRIATE ONSITE INSPECTIONS AND MATERIAL TESTS CONDUCTED DURING CONSTRUCTION. STORMWATER BMP CERTIFICATION NOTES • UPON COMPLETION OF FINAL STABILIZATION OF THE SITE, AN AS -BUILT TOPOGRAPHIC SURVEY AND BMP CERTIFICATION SHALL BE FURNISHED TO THE ENGINEER. • SUFFICIENT INFORMATION SHALL BE INCLUDED TO VERIFY THE BMP CONSTRUCTION INCLUDED IN THIS CONTRACT. • SURVEY SHALL BE SUBMITTED IN AUTOCAD FILE FORMAT, USING THE SAME HORIZONTAL AND VERTICAL DATUMS AS THE PROJECT. • CERTIFICATION SHALL BE SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE COMMONWEALTH OF VIRGINIA. • GEOTECHNICAL INSPECTION REPORTS STATING THE SOUNDNESS OF THE BEARING SOILS AND COMPACTION OF THE BACKFILL MATERIALS AND CLAY CORE SHALL ACCOMPANY THE CERTIFICATION. • DIGITAL PHOTOGRAPHS DOCUMENTING THE CONSTRUCTION AND INSTALLATION OF THE BMP SHALL ACCOMPANY THE CERTIFICATION. • PROJECT CLOSEOUT WILL NOT BE COMPLETE UNTIL THE JURISDICTION HAVING AUTHORITY HAS REVIEWED AND APPROVED THE AS -BUILT PLANS. GENERAL YES/NO Is the facility located on the site according to the approved plans with respect to distances from ROW, curb lines, parking areas, sidewalks, structures, etc.? YES/NO Is the facility in need of maintenance (ie. clogged inlets/outlets, accumulation of sediment/trash/debris, etc.)? YES/NO Is there evidence of eotechnical failure structural problems, or poor 9 P . construction methods (slope failure, concrete failure, poorly compacted dam, poorly grouted or separating pipes)? If yes, explain. YES/NO Are barriers (ie. guardrail, bollards, fencing) provided in accordance with the approved plans? INLET STRUCTURE Structure # Material Size Invert at Discharge Into Facility OUTLET STRUCTURE Structure # Type: PIPE Material Size Length Invert In Invert Out WATER QUANTITY CONTROL ORIFICES Structure # # of Orifices Size (diameter or length/width) Lowest Elevation Wire Mesh / Stone Designed As -Built Designed As -Built Designed As -Built GEOTECHNICAL NOTES 1. REFER TO THE GEOTECHNICAL REPORT FOR SPECIFIC GEOTECHNICAL RECOMMENDATIONS. SHOULD THERE BE A CONFLICT BETWEEN THE REPORT, SPECIFICATIONS, AND THE PLANS, THE REPORT WILL GOVERN, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 2. THE OWNER'S GEOTECHNICAL ENGINEER SHOULD PERFORM DENSITY TESTING OF FILL OPERATIONS AT A FREQUENCY OF ONE TEST PER 5,000 SQUARE FEET, OR A MINIMUM OF ONE DENSITY TEST PER DAY OF FILLING. ALL SUBGRADES TO RECEIVE FILL SHALL BE EVALUATED BY THE OWNER'S GEOTECHNICAL ENGINEER TO DETERMINE IF THE SUBGRADE IS SUITABLE FOR OVERLYING FILL PLACEMENT OR IF SUBGRADE REPAIRS ARE NEEDED. 3. EMBANKMENT MATERIALS SHALL TO CONFORM TO THE PROJECT SITE EARTHWORK SPECIFICATIONS (COMMON FILL) FOR MATERIALS, PLACEMENT AND COMPACTION. MATERIAL USED FOR POND LINERS OR EMBANKMENT CORES SHALL BE CLASSIFIED AS SC, CL, OR ML MATERIAL FREE FROM ROCKS, ROOT MASS OR CLODS AND HAVE A MINIMUM PERMEABILITY OF 1X10-6 CM/S. FILL SHALL BE PLACED IN LIFTS NOT TO EXCEED 8" AND EACH LIFT SHALL BE COMPACTED TO A MINIMUM 95%OF STANDARD PROCTOR. 4. THE DESIGN HEIGHT OF THE EMBANKMENT SHALL BE INCREASED BY THE AMOUNT NEEDED TO ENSURE THAT THE DESIGN TOP OF FILL ELEVATION WILL BE MAINTAINED AFTER SETTLEMENT HAS TAKEN PLACE. NO DEPRESSIONS ARE ALLOWED. 5. MINIMUM COMPACTION REQUIREMENTS MUST BE MET AT CRITICAL POINTS (AGAINST THE CONCRETE WEIR, AND WING WALLS, ETC.). THE MOISTURE CONTENT OF THE FILL MATERIALS SHALL BE MAINTAINED IN THE RANGE OF+/- TWO TO THREE PERCENTAGE POINTS OF OPTIMUM MOISTURE CONTENT. 6. PLACE THREE INCHES OF TOPSOIL ON DAM SLOPES AFTER GRADING COMPLETION. TOPSOIL SHALL BE TRACKED (PERPENDICULAR TO THE AXIS OF THE DAM) WITH TRACKING EQUIPMENT. PERMANENTLY SEED THE DAM SLOPE PER SEEDING SPECIFIED IN THE EROSION AND SEDIMENT CONTROL PLAN. BMP NOTES: 1. THE BMP MUST BE CERTIFIED BY THE CONTRACTOR PRIOR TO RELEASE OF THE BMP PERFORMANCE BOND. 2. BMP CERTIFICATION DOCUMENTATION MUST INCLUDE THE FOLLOWING: 2.A. GEOTECHNICAL TESTING RESULTS OF CLAY CORE, CLAY LINER AND COMPACTION. 2.B. AS -BUILT SURVEY OF THE FACILITY SURVEYED BY A LICENSED PROFESSIONAL. 2.C. CERTIFICATION FORM PROVING AS -BUILT ELEVATIONS/DIMENSIONS OF BMP ELEMENTS (INCLUDING BUT NOT LIMITED TO: UNDERDRAINS, GRAVEL LAYER, MEDIA LAYER, MULCH, OUTFALL STRUCTURE, GRAVEL DIAPHRAGM, UNDERGROUND DETENTION STRUCTURES, ETC.) 2.D. CERTIFICATION FORM PROVIDING AS -BUILT VOLUMES FOR STORMWATER QUALITY AND QUANTITY. 2.E. PHOTOGRAPHIC DOCUMENTATION SHALL BE PROVIDED WHICH COVERS THE CONSTRUCTION/INSTALLATION PROCESS 2T. THE CERTIFICATION DOCUMENTATION MUST BE STAMPED AND SIGNED BY A PROFESSIONAL ENGINEER, CERTIFIED LAND SURVEYOR, OR ARCHITECT. WET POND MAINTENANCE NOTES -S, SHRUBS, OR ANY OTHER PLANTS SHALL NOT BE PLANTED ON THE EMBANKMENT OR ADJACENT AREAS EXTENDING AT LEAST 25 FEET BEYOND EMBANKMENT TOE AND ABUTMENT CONTACTS. FURTHER, EXISTING WOODY VEGETATION WITHIN THIS DEFINED AREA SHALL BE REMOVED. ESTABLISHMENT OF WET PONDS REQUIRES THAT THE FOLLOWING TASKS BE UNDERTAKEN DURING THE FIRST YEAR FOLLOWING JSPECTIONS. FOR THE FIRST SIX MONTHS FOLLOWING CONSTRUCTION, THE SITE SHOULD BE INSPECTED AT LEAST TWICE AFTER STORM THAT EXCEED A 112-INCH OF RAINFALL. G OF AQUATIC BENCHES. THE AQUATIC BENCHES SHOULD BE PLANTED WITH EMERGENT WETLAND SPECIES, FOLLOWING THE PLANTING 9ENDATIONS CONTAINED IN STORMWATER DESIGN SPECIFICATION NO. 13 (CONSTRUCTED WETLANDS). SEEDING. INSPECTORS SHOULD LOOK FOR BARE OR ERODING AREAS IN THE CONTRIBUTING DRAINAGE AREA OR AROUND THE POND AND MAKE SURE THEY ARE IMMEDIATELY STABILIZED WITH GRASS COVER. VG. TREES PLANTED IN THE POND BUFFER NEED TO BE WATERED DURING THE FIRST GROWING SEASON. IN GENERAL, CONSIDER WATERING DAYS FOR FIRST MONTH, AND THEN WEEKLY DURING THE REMAINDER OF THE FIRST GROWING SEASON (APRIL - OCTOBER), DEPENDING ON MAINTENANCE OF A WET POND IS DRIVEN BY ANNUAL INSPECTIONS THAT EVALUATE THE CONDITION AND PERFORMANCE OF THE POND, NCLUDING THE FOLLOWING: MEASURE SEDIMENT ACCUMULATION LEVELS IN THE FOREBAY. MONITOR THE GROWTH OF WETLAND PLANTS, TREES AND SHRUBS PLANTED. RECORD THE SPECIES AND THEIR APPROXIMATE COVERAGE, AND NOTE THE PRESENCE OF ANY INVASIVE PLANT SPECIES. -INSPECT THE CONDITION OF STORMWATER INLETS TO THE POND FOR MATERIAL DAMAGE, EROSION OR UNDERCUTTING. INSPECT THE BANKS OF UPSTREAM AND DOWNSTREAM CHANNELS FOR EVIDENCE OF SLOUGHING, ANIMAL BURROWS, BOGGY AREAS, WOODY GROWTH, OR GULLY EROSION THAT MAY UNDERMINE EMBANKMENT INTEGRITY. INSPECT THE POND OUTFALL CHANNEL FOR EROSION, UNDERCUTTING, RIP -RAP DISPLACEMENT, WOODY GROWTH, ETC. INSPECT THE CONDITION OF THE PRINCIPAL SPILLWAY AND RISER FOR EVIDENCE OF SPALLING, JOINT FAILURE, LEAKAGE, CORROSION, ETC. INSPECT THE CONDITION OF ALL TRASH RACKS, REVERSE -SLOPED PIPES, OR FLASHBOARD RISERS FOR EVIDENCE OF CLOGGING, LEAKAGE, DEBRIS ACCUMULATION, ETC. INSPECT MAINTENANCE ACCESS TO ENSURE IT IS FREE OF WOODY VEGETATION, AND CHECK TO SEE WHETHER VALVES, MANHOLES AND LOCKS CAN BE OPENED AND OPERATED. INSPECT INTERNAL AND EXTERNAL SIDE SLOPES OF THE POND FOR EVIDENCE OF SPARSE VEGETATIVE COVER, EROSION, OR SLUMPING, AND MAKE NEEDED REPAIRS IMMEDIATELY. Table 14.6. Tvnical Wet Pond Maintenance Tasks and Frequencv Maintenance Items' Frequency' • Remove debris and blockages Quarterly or after major storms • Repair undercut, eroded, and bare soil areas (>1 inch of rainfall) • Mowing embankment Twice a year • Shoreline cleanup to remove trash, debris and floatables • A full maintenance inspection Annually • Open up the riser to access and test the valves • Repair broken mechanical components. if needed • Pond buffer and aquatic bench reinforcement plantings One time -during the second year following construction • Forebay Sediment Removal Every 5 to 7 years • Repair pipes, the riser and spillway, as needed From 5 to 25 ears Y 'Maintenance items and required frequency should be verified with local requirements VA DCR STORMWATER DESIGN SPECIFICATION NO. 10 DRY SWALES 8.3. Construction Inspection Inspections are needed during construction to ensure that the dry Swale practice is built in accordance with these specifications. Detailed inspection checklists should be used that include sign -offs by qualified individuals at critical stages of construction, to ensure that the contractor's interpretation of the plan is consistent with the designer's intent. An example construction phase inspection checklist for dry swales is provided at the end of this specification. Some common pitfalls can be avoided by careful construction supervision that focuses on the following key aspects of dry Swale installation. • Check the filter media to confirm that it meets specifications and is installed to the correct depth. • Ensure that caps are placed on the upstream (but not the downstream) ends of the underdrains. • Make sure the desired coverage of turf or erosion control fabric has been achieved following construction, both on the filter beds and their contributing side -slopes. • Inspect check dams and pre-treatment structures to make sure they are properly installed and working effectively. • Check that outfall protection/energy dissipation measures at concentrated inflow and outflow points are stable. • Upon final acceptance, the GPS coordinates should be logged for all dry swales and submitted for entry into the local BMP maintenance tracking database. The real test of a dry swale occurs after its first big storm. The post -storm inspection should focus on whether the desired sheetflow, shallow concentrated flows or fully concentrated flows assumed in the plan actually occur in the field. Also, inspectors should check that the dry Swale surface drains completely within 6 to 12 hours after a storm.. Minor adjustments are normally needed as a result of this post -storm inspection (e.g., spot reseeding, gully repair, added armoring at inlets or outfalls, and check dam realignment. SECTION 9: MAINTENANCE 9.1. Maintenance Agreements The Virginia Stormwater Management regulations (4 VAC 50-60) specify the circumstances under which a maintenance agreement must be executed between the owner and the VSMP authority, and sets forth inspection requirements, compliance procedures if maintenance is neglected, notification of the local program upon transfer of ownership, and right -of -entry for local program personnel. • All dry swales must include a long term maintenance agreements consistent with the provisions of the VSMP regulations, and must include the recommended maintenance tasks and a copy of an annual inspection checklist. • When dry swales are applied on private residential lots, homeowners should be educated regarding their routine maintenance needs by being provided a simple document that explains their purpose and routine maintenance needs. Version 2.0, January 1, 2013 Page 24 of 30 CONVERSION FROM SEDIMENT BASIN TO WET POND: NOTE: A QUALIFIED GEOTECHNICAL ENGINEER, AND NOT A CONSTRUCTION INSPECTOR, SHALL BE PRESENT ONSITE DURING THE CONSTRUCTION OF THE WET POND EMBANKMENT, FLOW CONTROL RISER AND OUTLET PIPE. • CONVERT SEDIMENT BASIN TO WET POND ONLY AFTER ALL UPSTREAM DRAINAGE AREAS HAVE BEEN STABILIZED • FLUSH AND CLEAR ALL ON -SITE PAVING AND STORM DRAIN PIPE OF ANY SEDIMENTS • DE -WATER AND DREDGE BASIN • RE -GRADE AREAS TO ACHIEVE FINAL PROPOSED ELEVATIONS • REPAIR/CLEAN ALL RIP RAP OUTFLOW PROTECTION AREAS TO BE FREE AND CLEAR OF SEDIMENT • CONVERT RISER STRUCTURE FROM SEDIMENT BASIN DESIGN TO FINAL POND RISER DESIGN COMPACTION TESTS SHOULD BE PERFORMED REGULARLY THROUGHOUT THE EMBANKMENT CONSTRUCTION. • TYPICALLY, ONE TEST PER 5,000 SQ. FT. ON EACH LAYER OF FILL OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER. • USE EITHER A STANDARD PROCTOR TEST (ASTM D698) OR A MODIFIED PROCTOR TEST (ASTM D1557 - USUALLY MORE APPROPRIATE FOR EARTHEN DAMS). • A NEW PROCTOR TEST IS REQUIRED IF THE MATERIAL CHANGES FROM THAT PREVIOUSLY TESTED. • THE ENGINEER SHOULD CERTIFY, AT THE TIME OF CONSTRUCTION, THAT EACH FILL LAYER MEETS THE MINIMUM DENSITY. A GEOTECHNICAL OR CONSTRUCTION INSPECTOR SHOULD BE ON SITE DURING EMBANKMENT CONSTRUCTION TO DO THE FOLLOWING: • TEST FILL COMPACTION • OBSERVE FOUNDATION PREPARATION. • OBSERVE PIPE INSTALLATION. • OBSERVE RISER CONSTRUCTION. • OBSERVE OUTFALL PROTECTION INSTALLATION. • OBSERVE GROUNDWATER CONDITIONS DURING THE POND CONSTRUCTION AND BE PREPARED TO ADVISE CONTRACTOR ON MITIGATING GROUNDWATER INTRUSION INTO THE POND CAPACITY/TREATMENT HORIZON. VA DCR STORMWATER DESIGN SPECIFICATION NO. 10 DRY SWALES • A deed restriction, drainage easement or other mechanism enforceable by the VSMP authority must be in place to help ensure that dry swales are maintained and not converted or disturbed, as well as to pass the knowledge along to any subsequent owners. • The mechanism should, if possible, grant authority for VSMP authority to access the property for inspection or corrective action. 9.2. First Year Maintenance Operations Initial and subsequent annual inspections are used to trigger maintenance operations such as sediment removal, spot revegetation and inlet stabilization. The following is a list of several key maintenance inspection points: • Initial inspections. For the 6 months following construction, the site should be ins pected ected at least twice after storm events that exceed 1/2 inch of rainfall. • Spot Reseeding. Inspectors should look for bare or eroding areas in the contributing drainage area or around the dry swale area, and make sure they are immediately stabilized with grass cover. • Fertilization" One-time, spot start-up fertilization may be needed for initial seed and/or plantings. • Watering. Depending on the time of year of initial planting, watering is needed once a week during the first 2 months, and then as needed during first growing season (April -October), depending on rainfall. 9.3 Maintenance Inspections Ideally, inspections of dry swales should be conducted in the spring of each year. • Check to see if 95% turf cover or vegetation density has been achieved in the bed and banks of the dry Swale. • Check for sediment buildup at curb cuts, gravel diaphragms or pavement edges that prevents flow from getting into the dry Swale, and check for other signs of bypassing. • Check for any winter- or salt -killed vegetation. • Check inflow points for clogging or accumulated sand, sediment and trash, and remove it. • Inspect dry Swale side slopes and grass filter strips for evidence of any rill or gully erosion, and repair it. • Check the dry swale for evidence of excessive pending or concentrated flows, and take appropriate remedial action. • When sediment accumulation is noted, look for any bare soil or sediment sources in the contributing drainage area, and stabilize them immediately. • Check for clogged or slow -draining soil media, a crust formed on the top layer, inappropriate soil media, or other causes of insufficient filtering time, and restore proper filtration characteristics. • Inspect upstream and downstream of check dams for evidence of undercutting or erosion, and remove trash or blockages at weepholes. Example maintenance inspection checklists for dry swales can be accessed in Appendix C of Chapter 9 of the Virginia Stormwater Management Handbook (2010). Version 2.0, January 1, 2013 Page 25 of 30 VA DCR STORMWATER DESIGN SPECIFICATION NO. 10 DRY SWALES 9.3 Maintenance and Operation Once established, dry swales have minimal maintenance needs outside of the spring clean up, regular mowing, and pruning and management of trees and shrubs. The most common non -routine maintenance problem involves standing water. If water remains on the surface for more than 48 hours after a storm, adjustments to the grading, rehabilitation of the surface infiltration, or underdrain repairs may be needed. The following represents an easiest to hardest selection of possible solutions: • The surface of the filter bed can become clogged with fine sediment over time. This will be evidenced by accumulated sediment, a fine crust that builds up after the first several storm events, or cracking of the surface sediment layer). Remove accumulated sediment and till 2 to 3 inches of sand into the upper 8 to 12 inches of soil. • Open the underdrain observation well or cleanout and pour in water to verify that the underdrains are functioning and not clogged or otherwise in need of repair. The purpose of this check is to see if there is standing water all the way down through the soil. If there is standing water on top, but not in the underdrain, then there is a clogged soil layer. If the underdrain and stand pipe indicates standing water, then the underdrain must be clogged and will need to be snaked. • If the evidence indicates that a soil layer is clogged, install sand wicks from 3 inches below the surface to the underdrain layer. Sand wicks can be installed by excavating or augering (using a tree auger or similar tool) down to the gravel storage zone to create vertical columns which are then filled with a clean open -graded coarse sand material (coarse sand mix similar to the gradation used for the soil media). A sufficient number of wick drains of sufficient dimension should be installed to meet the design dewatering time for the facility. • Last resort - remove and replace some or all of the soil media. VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com • TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. Albemarle County Public Schools New Southern Feed Pattern Elementary School 133 Galaxie Farm Lane Charlottesville, VA 22902 Client Project Number VMDO Project Number 23-1358 y ryan D. Clchocln Lie. No. 53741 Z/16 /� y Checked By Drawn By ISSUES AND REVISIONS NO. SUBMITTAL 1 INITIAL SITE PLAN STORMWATER FACILITY DETAILS B.Cichocki T.Bright C6.A DATE 16.FEB.24 NOTES: 1. RCP SHOWN IS TO BE CLASS III PIPE UNLESS OTHERWISE NOTED. 2. A z" STEEL PLATE SHALL BE INSTALLED IN THE BOTTOM OF ALL DROP MANHOLES WITH A DROP OF 4' OR GREATER. 3. PROVIDE SAFETY SLABS FOR ALL MANHOLE STRUCTURES WITH HEIGHTS GREATER THAN 12'. 5 0 cn o rn v @ rn M 416: DI-3B 6 ft Throat o o a 0 rn `ov no V o 2 v n V STA 16+55.25 cli�� o� . M a v v M o C v go TOP 528.21 o O1 o a o o u�'i M o a N N rn a0 412: DI-3B 6 ft Throat o INV IN 523.55 417 _ + MLO � H MGM ��? N r- uY CD CD OD r M ( ) ���z z 'It 0 ui 0 N N r' M.-N H m�M, STA15+75.81 �0rN N INV OUT523.455 qq 5 0 Qa-- 0 �No� ~ =NN0 o�MZ D mo+rSM TOP529.73 +oN H 418�D�-B6ftThroat 0 50 o�0> z z o -Mzz Z m1cc'Z 0 a- 0 �ItMz � _ uO PROFILE SCALE v U) v a a - _ 0 a a» 66 > a _ 0 INV IN 522.96 (413) 2 �'M" Z 70 STA 16+95.22 o<Q_ > a�0> z o 0> oH0> > INV OUT522.86(411) 4Q0> > TOP528.35 �mFzz z vU) Z_ z �mFZ z 4U) z INV OUT 523.75 (417) 540 540 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50 STR. 402- STR. 418 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 ca �' � R 402: MH-1 C� C7 STA 10+54.46 M m m TOP 513.93 2 N N Cl) c�i °i cv INV IN 509.58 (423) o Cl) m +� L cli N N o °i �j N U INV IN 509.58 (403) r- N N 2 � u� ` ` coD N c cot INV OUT 509.48 (401) ,� V v m�vo0M ,88 Mrs Mor1v n mNo'cyo It I 1 C5 400:ES-1for24inchPie m�vooM cOrnro MN �o0 if1 No0 u) CD m(6Mo1 � m P N U') + n � F +" H + p er H - +"t H co+ r am `- H m � zZ o ] CM Z moNu'j 00�N� STA10+06.65 n'n +vH '0 -_ O 0 U') D�ir,Z_z_ 0 ��oz 0 .- 00 TOP511.17 O` LnzZ 0 E5��n0 NCO>>> oQd> Qd»> oQ(L N�O> INV IN509.00 401 NCO»> �dQo->> amFz z z r>UOZ $~Oz z z C4 z vU) Z ( ) �mFz z z NHOz �U1H _ 4U)H _ _ _ 4U) _ _ V U7H _ 530 530 535 535 530 530 11 9+50 10+00 11+00 11+50 9+50 10+00 11+00 12+00 12+50 9+50 10+00 11+00 12+00 13+00 14+00 14+50 STR. 424- STR. 430 STR. 404 - STR. 422 OUTFALL 400 HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 EXISTING / GRADE / 535 535 / n, 530 530 11.3' / j 1 8.2/ 4.6' \. 3' M I 525 PROPOSED / \' 525 GRADE / / 411 "34 417 40.00' OF / 409 174.09' F 15" RCP 520 0.50 /0 520 108.53' O 1� ..rg" HDPE (� 0.50° 8.2' 18" HDPE � 0.76% @ 0.80°k. - 405 � / 30 SANITARY PIPE 515 515 APPROXIMATE DEPT OF WEATHERED ROCK, 03 OF i' SHOWN FOR g0 � � REFERENCE ONLY. 510 123� pPE 510 / i 505 / 505 N CD � CD W CD f� N h R CD O M h h h h h h h h h h h h h h 525 525 PROPOSED 520 GRADE 520 515 515 �I 2.7 510 510 429 65.25' OF EXISTING 15" HOPE GRADE 1.00% 505 505 500 500 495 495 o h (Sj O O P h h EXISTING 530 GRADE 530 / PROPOSED � GRADE 525 � 525 /- 3. ' 520 / 520 3' 42107' O 7q, DP 15 Z �.., 41 9 OF O 50 � 515 '� 515 15 3 ,. APPROXIMATE DEPTH 510 OF WEATHERED ROCK, 510 � SHOWN FOR REFERENCE ONLY. 505 505 500 500 o w M h r� ai ri h � h h h 525 525 PROPOSED GRADE 520 520 515 515 5' .5' 510 - 425 510 423 401 8$�89'�F 47.82' OF 72.58' F 15" HDPE 18" HD HDPE E � 0.50% 24" � 0.50 /o (a� 1.00°k 505 EXISTING GRADE 505 500 500 495 495 M � O M O A O O � °J h h h h h V M D O VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. Albemarle County Public Schools New Southern Feed Pattern Elementary School 133 Galaxie Farm Lane Charlottesville, VA 22902 Client Project Number VMDO Project Number 23-1358 Bryan D. Cichocki lie. No. 53741 °IONAL Er� Checked By Drawn By ISSUES AND REVISIONS N0. SUBMITTAL 1 INITIAL SITE PLAN STORM PROFILES B.Cichocki T.Bright DATE 16.FEB.24 C7n0 V M D O NOTES: 1. RCP SHOWN IS TO BE CLASS III PIPE UNLESS OTHERWISE NOTED. 2. A z" STEEL PLATE SHALL BE INSTALLED IN THE BOTTOM OF ALL DROP MANHOLES WITH A DROP OF 4' OR GREATER. 3. PROVIDE SAFETY SLABS FOR ALL MANHOLE STRUCTURES WITH HEIGHTS GREATER THAN 12'. cu 0 U U N 7 6) N CU U N `M-' v M ui (0 7 rn 7 �n rn n M M (O U m m N co M7 0) 2 ^O N O N C00 0) - n O` MCIJ M V O` M M co M n U N �..' U Cl) MM n Cl) M 0) u) mCo rN� � co I- (O a0- ~ 1M ~ u0) O n °0 O n N , MO C� O n (0 C(0 03 0) M _+ V 0 F CO �M�f1 O O �r N O 5O 0 0 N CNN N C M O M (U 0 00 7 O n IU Dj � N � �� � � F N O� Z O cD +- N 7 U� N� UD O Co 00 °D u) �on N u) co M (O N V m n 0) 0) LO m O O LO = 0 LO �� 0 — U) (0 N M �()N F `-ooM F (°M� u) u)•-r. F _ +nH O(V o¢ >> 0 r)+u) H +(oH PROFILE SCALE o N (() = M U) C0 322: DI-3B 6 ft Throat ao N (() ' 00 O N E �'� z z 0 N O Z z o Q a> a N () +� ] O C4 0 U)Z 0 �r-U')Z 0 (V N(M (() ~ `-' (()Z Z •--c-LO Q(L —HOz O�L('J _Z Z O co M U) — i6Qd» a6Qa» -�LOz STA12+48.49 oQa--O id¢n- o~Ozzz M(nH_ iiQa»> �¢a> �O �O o r0>> > N�O> M(nH_ _ _ � N�DZ MU) z c)U) z NFO» TOP 538.26 M�FZZZ M(nFz (n(n�ZZZ MU) M rn F z z INV OUT 534.83 (321) 54S SAN S11S SIAN S35 53S A3.ri 535 EXISTING GRADE — 540 i 540 PROPOSED GRADE-7/7 / 5.7' 31' � 1- 535 535 / 10.4'7'F 321 / 34.6S OF / - 12"HDPE @ 1.00% 530 530 525 525 2' MJ 3� AOO Q� 1 APPROXIMATE DEPTH ^�OOo10 lJ OF WEATHERED ROCK, SHOWN FOR 520 REFERENCE ONLY. 520 515 515 510 510 W V (D (D O V'j h a1 O O 9+50 10+00 530 11+00 12+00 STR. 316 - STR. 322 13+00 13+50 EXISTING 530 GRADE 530 PROPOSED GRADE WATERLINE CROSSING 525 525 1' MIN. 520 520 32 !OF 69', pPE @ pp°k 515 515 APPROXIMA E DEPTH OF WEATHEF ED ROCK, SHOWN FOR REFERENCE ONLY. 510 510 505 505 500 500 o � 9+50 10+00 11+00 11+50 STR. 310 - STR. 326 530 530 PROPOSED GRADE 525 525 520 520 29 Of / 1.6V 327 F 15�p/to 2 515 515 16"Hp° ��2 / 510 510 EXISTING GRADE CONTRACTOR TO COMPACT FIL L TO AT LEAST95% S ANDARD 505 505 APPROXIMA rE DEPTH OF WEATHE RED ROCK, SHOWN FO 500 REFERENCE ONLY. 500 Cl) h Lo CIS �6 b h h 9+50 10+00 11+00 STR. 308 - STR. 330 12+00 PROPOSED 530 GRADE EXISTING 530 GRADE 525 525 3' MIN. 520 32 65 OF 520 515 515 APPROXIMATE DEPTH OF WEATHERED ROCK, SHOWN FOR REFERE14CE ONLY. 510 510 505 505 500 500 O L h H 9+50 10+00 11+00 11+50 STR. 312 - STR. 324 VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. Albemarle County Public Schools New Southern Feed Pattern Elementary School 133 Galaxie Farm Lane Charlottesville, VA 22902 Client Project Number VMDO Project Number 23-1358 Bryan D. Cichocki lac. No. 53741 �_/lG zf OVERT SCALE: 1' =5 HVOERT SCALE: 1' =5 HVOERT SCALE: 1' =5 HVOERT SCALE: 1' =5 ICOA112. vJSIONAL 1 MO Cl) co LL7 M M M M M O) u) 00 0>Ov H �aCD F _ 0 ,1z 0 -+ o�az O aM� o>> vQa UJPZ Z (OjU)0Z Z (QO M (¢0 ^ O Q O n 2 �..� O U) (U M u7 to C' M n Cl) O iyj .- M M M C14M LO M r M a. u) O 0) r M U M .M. M ~ co .M. s (O .M. M U ^ N O M Lo M M Lo C (O 0) (0 (0 W C � O VD � M g °D 0) M n) N 3 0 (O C! It 0) °D (p E O M O V n O (� 102: MH-2 v N N O t � o Un o v um u�i u) m i n a; 06 (n U 3 (� o 00 (n U n a u) pl: M STA 11+09.58 N n o n (O O.-u)Z' �(n ~ �O _ + �� �' ~ Cl? + O(NC) u) F M + u)yN.) H �-0+0 u'1 (V H n n O r O Mu)OOi Qd u)Z S+ONLO(OH FO�NII)LL) V(V l0(V 'ON(O I�M� TOP494.00 •'_4yano oNv (gF0 o_O g�(nzZ� I+)zz0 o��zz0 o�u)z_O 0�U)Z0 Nr— v INV OUT 485.32101 a7c �(+O uiH M (nH O 0» �¢0_--0 oQd»> N¢0_>>> �¢a» Cb +(flame ( ) yoa,v 'oo� MU) z o�0» > ~Oz z z ~Oz z z �0z z F0> Z Oco w .-vz o�a0 MU) Z Z Cl)U) _ _ ce)U) _ _ M(nH_ _ M(nH_ _ 0 z O O HOZ O~OZ 530 505 () OF z z 505 sin N ~ N ~ 51 n PROPOSED GRADE / 525 525 / 15 520 520 15" HDPE 313 @ 1.00% / OF 54124'O:i 15"0 DPE WATERLINE 3� 18' H E 1 00°k CROSSING 515 ` OF 515 1�2D5/o / j / l 510 3 4P Q� 510 00 / �� i 505 505 EXISTING GRADE / / 1A 500 500 �— — — i 5.7' APP OXIMATE DEP rH 495 MIN. 495 SHOWN FOR REFERENCE ONLY. 22 OF 106 HpPE 490 303 21' 50.0 490 301 92. 0' OF 30" HDPE 30" HDPE @ 1.00% @ 1.00% 485 485 480 480 Cl) 0) ^ N Cl) h M CO O O n O O OOUj O O O (3i ko 9+50 10+00 11+00 12+00 13+00 14+00 STR. 304 - STR. 316 15+00 16+00 16+50 500 PROPOSED GRADE 500 495 495 WET / OUTF / STRL / 490 490 / 485 10 485 107CP EXISTING 24I GRADE @ 0.80% 480 480 CONTRACTC COMPACT FI LEAST 95% PROCTOR DI 475 475 470 470 b rn N a c a POND ALL CTURE ,R TO LL TO AT ;TANDARD NSITY. 9+50 10+00 11+00 11+50 STR. 100 - STR. 102 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 505 505 EXISTING GRADE PROPOSED 500 GRADE 500 495 495 490 490 201 60.60' O 24" HOP @ 1.00° 485 485 480 480 475 475 o v o (d a a 9+50 10+00 11+00 11+50 OUTFALL 200 HORIZ SCALE: V=50' VERT SCALE: V=5 Checked By Drawn By ISSUES AND REVISIONS N0. SUBMITTAL 1 INITIAL SITE PLAN STORM PROFILES B.Cichocki T.Bright DATE 16.FEB.24 HORIZ SCALE: 1 "=50' VERT SCALE: V=5 C7ml V M D O 0 50 PROFILE SCALE 545 STA 10+03.48 X TOP 527 91 INV IN 516.79 (2-EX 1) EX INV OUT 516.69' 540 STA 12+55.03 2 TOP 531.78 INV IN 519.51 (3-2) INV OUT 519.31 (2-EX 1) STA 13+63.64 3 TOP 524.77 INV IN 521.00 (4-3) INV OUT 520.80 (3-2) TOP 527.42 INV OUT 523.03 (4-3) 540 555 535 535 _ / WATERLINE 1 PROP SED GRADE EXISTING 3RADE / 530 / 530 F E=528' I I STORM PIPE 407 525 2.1' 7' 525 520 `— 3-2 101.79' F / 520 1 8.6Z OF 6" PVC .. . 2-EX 1 _ ... 6., PVC @'2.00O 251.54'OF —., 119% �.• • . 6,- pVC 515 0 515 APPROXIMATE DEP H 510 OF WEATHERED RO K, 510 SHO FOR REFS ENCE ONLY. 505 505 500 500 SANITARY SEWER HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 Fri 550 550 (STING GRACE / _ _ _ _ _ 545 � 545 PROPOSED GRADE / 540 540 / I 535 535 STA. 13+50.4 10"X6" TEE1 TO FH \ 1 STA. 1 10A." TEE TEE 530 W/ 10" GV 10" CLAS 52 530 EX SANITARY 131PE INV. EL.=522. 't CAP WATERLINE FOR \ FUTURE EXTENSION _ 525 1.0, ( IN.) 525 520 520 (3) 2 .5° BENDS O'X10" CROSS CONNEC TO EXIST114G WATERLINE W/ 10" G 515 515 FOUNDERS PLACE WATERLINE HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 545 / 540 —__�—� 540 \ EXISTIN 3 GRADE0000 535 \ 535 / PROPOSED GRADE 11.25° VE�TIC L BEND — 1 \ \ / 530 • . 530 1 00 \ \ / 525 110'X6" T+ E W/ 6" GV 11.250 VERTICAL BEND 525 \ / 11250 VERTICAL BENDS \ / \ \ 520 \ i A J7)TA + 520 ' • r • • STORM PIPE 413 10"X6' TEE \ \ STORM PIPS 3 5 / S ORM PIPE 421 i ' � W/ " GV 515 " CLASS 52 DI \ \ / / 515 WATERLINE:\ i ' STORM PIPE 313 \ �' i 510 STA. 13+2 .08 / 510 6'X6" TEE TO FIRE LINE 6'X4" TEE TO DOMESTIC 505 WEATHERED ROCK 505 LOCATION 500 500 495 495 co co v h co Mai oMS v MN N N LO ri v coLr) Lo h aN Mv roM R AR oR oR aMi NM hi hd h h h h h h h 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 BUILDING LOOP WATERLINE HORIZ SCALE: V=50' VERT SCALE: 1"=5 M,[A U"11 i / (STING GRADE / / 535 535 s i PROPOSED GRADE- 530 % _ 530 FFE=528. 0' 525 525 .0' (MIN.) STA. 11 +41.39 UNDERGROUND PO"ER 520 CROSSING 520 THERED ROCK PPROXIMATE L CATION STA. 10+12 6" CLASS 52 DIP FIRE 515 2" WATER METER1 1PIP1 515 (DOMES IC) 2" PE K WATEF LINE (D MESTIC) STA.10+00 TEE TO 6" IV AIN W/ GV 510 510 h h h h 19+00 20+00 21+00 22+00 23+00 23+50 9+50 10+00 11+00 12+00 12+50 FIRE LINE & DOMESTIC PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. Albemarle County Public Schools New Southern Feed Pattern Elementary School 133 Galaxie Farm Lane Charlottesville, VA 22902 Client Project Number VMDO Project Number 23-1358 Bryan D. Cichocki lac. No. 53741 /!G Lf ZONAL Er� 0/4/2 -1 1 Checked By Drawn By ISSUES AND REVISIONS NO. SUBMITTAL 1 INITIAL SITE PLAN B.Cichocki UTILITY PROFILES T.Bright DATE 16.FEB.24 C7n2 1 � , 1 C 1 16,It r I II 1 4-311,09"W1097 N31 32'S6' E ` \ \ _ ' i / / IT, 92.71' 530 -_ i ' " j, ,l =fl= _ \= t _ _ ' --�N31 °3236' E 167.77' TC UG .GAULT 537- - 533 C14- 530 —535 I'/ I / l // \ fro \ y Sa / l�l ` 0 O 532 'CPOo / �� o Will l/I / I 411 / ' / / h/li/' 1 t1 I I b / N / 1 %1 I/ jj1 I 05), /I ,✓III Ihrl l / I g700 I V Ao / / / 3lg)� / it Q l. l y/ \ s4/In i 114�I III -==A AAR SdS HT OFOECT-� �—IJG 5` — J 540 � -� 540 EXISTING SOS GRADE � 2ao• I \ I EI HT OF EYE _ .5' 535 535 \ 530 530 PROPOSED \ GRADE \ O� 525 . 525 ' 520 520 \ EIG T OF \ OBJE T = 3.5' 515 \ 515 510 510 9+50 10+00 11+00 12+00 13+00 14+00 15+00 ENTRANCE #1 SIGHT DISTANCE PROFILE PROFILE HORIZ SCALE: 1 "=20' VERT SCALE: 1 "=2 16+00 16+50 0 50 PROFILE SCALE 0 30' 60' V M D O VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com 00000 1* TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. Albemarle County Public Schools New Southern Feed Pattern Elementary School 133 Galaxie Farm Lane Charlottesville, VA 22902 Client Project Number VMDO Project Number 23-1358 bryan D. Cichocki lac. No. 53741 /!G Lf ZONAL Er� 6/4/2, -, Checked By Drawn By ISSUES AND REVISIONS NO. SUBMITTAL 1 INITIAL SITE PLAN B.Cichocki T.Bright ENTRANCE SIGHT DISTANCE PROFILE DATE 16.FEB.24 C8ml V M D Oilk 0 L ALBEMARLE COUNTY SOUTHERN FEEDER SCHOOL - ALTERNATE 1 r Q � z z > N o � co C U ~ CD N O o � O N +� Q (B ObtrusiveLight_1_III_Seg2 N O U U U p Entrance Road ` ` ` ` • ` ......................... :::: ` :... „ „ <o : ` C I- ° ............... it :::::::: .: r Y: Z J ........................... Parking W W • in ObtrusiveLight_1_III_Seg1 /I•1� ^ 0/ LU 0 LU LU ILL Z LU LU = Q z AM Top View Gray Scale 0 w J � Image File: TYPE B Q J 50 0 00 � PROJECT NOTES: U f=, (D 1. THIS ALTERNATE SHOWS A CHANGE IN LUMINAIRE U-1 TYPE TO THE LAP 2G AREA LIGHT J V J 2. DRAWING IS NOT TO SCALE �/ z 3. THIS CALCULATION MODEL AND REPORT ARE 0 BUILT OFF OF CUSTOMER PROVIDED DRAWINGS AND LIGHTING SPECIFICATIONS C 4. A STANDARD LIGHT LOSS FACTOR OF 0.72 IS w G ' . • ' ' ' • • . ' ' ' ' ®� APPLIED TO SHOW ESTIMATED LIGHT OUTPUT o AT END OF NORMAL LIFE m i 5. CALCULATION POINTS ARE ON 5' CENTERS AT J O' A.F.F. AIt1 Top View Pseudo Q U z ' ' ' ' ' • 6. REFLECTANCE VALUES ARE 0.1 AND 0.5 FOR THE GROUND AND BUILDING, RESPECTIVELY 7. AN OBTRUSIVE LIGHT CALCULATION PLANE w ObtrusiveLight_1_III_Seg4 - ` ` ` ' ` ` ' I' ` ` ` ' ` ` ` ` ' ` ` ` ` ` ` ` ` ' ` ` ? ' ` ` ` HAS BEEN PLACED AT THE PROPERTY LINE U °- SHOWN IN THE PROVIDED DWG FILE WITH �"' ''-' POINTS SPACED AT 5' ON CENTERS FROM •� � � a) m O' A.F.F. TO 30' A.F.F. 8. REQUIREMENTS USED TO DRIVE THE LUMINAIRE U U POSITIONING ARE: <0.5 FC LIGHT SPILL AT PROPERTY LINE AS PER SECTION 4.17 OUTDOOR LIGHTING OF THE ALBEMARLE a ObtrusiveLight_1_III_Seg5 Bus Loop Parking COUNTY CODE OF ORDINANCE; 0.2 MINIMUM FC a AND 20:1 MAX:MIN UNIFORMITY RATIO AS o 'w b� RECOMMENDED BY THE IES Cl) Y cc 60 X �E�o N O rq CL N4= M N W a O y a) O O C O AM Bus Loop Isometric Q o c • v r`n 7 E rp 0 o N L >. a) O a) ObtrusiveLight_t_III_Seg6 Q CL N E a) 'oO g N O L C N � � U H r0 N w a vi vi iV O Q j O o ObtrusiveLight_1_III_Seg7 E O U i+ C N ��_ f0 'O O � N fOp U m C y 2 U O ObtrusiveLight_i_III _Seg8 O E O O • N -0 C14 -0 ObtrusiveLight_t_III_Seg9 ObtrusiveLight_1_III_Seg11 O� O O I O O ObtrusiveLight_1_III_Seg10 Obtrusive Light_1_III_Seg12 ... .r E O a) 7 N O O c w w. E�� > w o v U) aa) � � -0 PLAN VIEW U AM Entrance Drive Parking Isometric ° Not to Scale o � >,� w CU > " 3 .>. N W Oatw8 > M m pt f0 Cl) m 0 ?% EE Cl) J g N> O Luminaire Schedule Qty Symbol Tag [MANUFAC] Label LLF Luminaire Arrangement Description Lumens Watts 1 � B1 Utopia Lighting LAP2G-141LED-T3 0.720 16371 141.7 Pole mnt area light, 141 LEDs, 70CRI, 4000K, type 3 dist. 7 � B2 Utopia Lighting LAP2G-141LED-T4 0.720 17855 140.7 Pole mnt area light, 141 LEDs, 70CRI, 4000K, type 4 dist. 4 � B3 Utopia Lighting LAP2G-141 LED-T5w 0.720 19895 141 Pole mnt area light, 141 LEDs, 70CRI, 4000K, type 5 wide dist. 2 �+ C1� B4 Utopia Lighting 2x LAP2G-141 LED-T3 0.720 32742 283.4 Double head pole mnt area lights, 141 LEDs each, 70CRI, 4000K, type 3 dist. Calculation Summary Label CalcType Description Units Avg Max Min Avg/Min Max/Min Bus Loop Parking Illuminance 0' aff Fc 1.67 4.5 0.2 8.35 22.50 Entrance Road Illuminance 0' aff Fc 0.70 5.7 0.0 N.A. N.A. ObtrusiveLight_1_III_Seg1 Obtrusive -III 0' to 30' aff Fc 0.00 0.0 0.0 N.A. N.A. ObtrusiveLight_1_III_Seg10 Obtrusive -III 0' to 30' aff Fc 0.00 0.0 0.0 N.A. N.A. ObtrusiveLight_1_III_Seg11 Obtrusive -III 0' to 30' aff Fc 0.00 0.0 0.0 N.A. N.A. ObtrusiveLight_1_III_Seg12 Obtrusive -III 0' to 30' aff Fc 0.00 0.0 0.0 N.A. N.A. ObtrusiveLight_1_III_Seg2 Obtrusive -III 0' to 30' aff Fc 0.01 0.2 0.0 N.A. N.A. ObtrusiveLight_1_III_Seg3 Obtrusive -III 0' to 30' aff Fc 0.01 0.3 0.0 N.A. N.A. ObtrusiveLight_1_III_Seg4 Obtrusive -III 0' to 30' aff Fc 0.08 0.4 0.0 N.A. N.A. ObtrusiveLight_1_III_Seg5 Obtrusive -III 0' to 30' aff Fc 0.03 0.4 0.0 N.A. N.A. ObtrusiveLight_1_III_Seg6 Obtrusive -III 0' to 30' aff Fc 0.00 0.0 0.0 N.A. N.A. ObtrusiveLight_1_III_Seg7 Obtrusive -III 0' to 30' aff Fc 0.00 0.0 0.0 N.A. N.A. ObtrusiveLight_1_III_Seg8 Obtrusive -III 0' to 30' aff Fc 0.00 0.0 0.0 N.A. N.A. ObtrusiveLight_1_III_Seg9 Obtrusive -III 0' to 30' aff Fc 0.00 0.0 0.0 N.A. N.A. Parking Illuminance 0' aff Fc 1.81 6.9 0.3 6.03 23.00 VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. Albemarle County Public Schools New Southern Feed Pattern Elementary School 133 Galaxie Farm Lane Charlottesville, VA 22902 Client Project Number VMDO Project Number 23-1358 Checked By Drawn By ISSUES AND REVISIONS N0. SUBMITTAL 1 INITIAL SITE PLAN PARKING LOT PHOTOMETRICS B.Cichocki T.Bright DATE 16.FEB.24 C900 \------------------- —------------------------y----I---------'N v h / 520 4P /I v I VVVvvvV I 1 Vv vV v vvvvvv vvvv VavVvvV / / I VVV v V v V v V v V v V 1 \ {b p V \ p VV VV V VVvVv VVVV V A pvy�ppp p pv vv A / O V V V v V v O v O v O v O v O'Q O v v v v 1 _VV VV VV V V V V V V V V V V V V vp V vvv I � O vvv V v O v V v O v V v O v O v V v V O v V V V V V / V v V V V V V V V V V V v V v O v v p O V v V O V v V O V V p O V v V O V v O V V V p V V V V V V V V V V V 0 / vp vvvv Vvovvvvvvvov Vvoo vvvvv Vv - - -- LO ^h 1 (S� v O v v V V V v O V O v O v O V O v V V V V V v O V O v v 0 �� ✓-v vvvv VV Va Vvovovovov vvvv aVOVOV ov V V V v v O V O V V v V v p V O Q-R V II V V v O v 0 VrV V V v O V 0 V v ♦�Lv op Vv vvvvv vav_v v_v vvvv ov pVV Vvov vvv / / / VIV OVVV vV VOVOVOVOVOVVVV VVVVOVVV vvvv / I \ V V V V p v v V v V V V v V v V v V V V V O v O V 0 0 0 v 0 v v v v VVVRQ V.QQOV Vv VVVVVV VVVV V O V O O v O v O v O v O. 0 v v v v v v V V V O V O V O V V V I / vvv o�ov o °ovv vo ovv vvvv o°v ov ov ov v °ov V v �tih i 'ovvvvv VVVV / I O v 0 0 VVVV v 4 ° v v vvv \ / ♦`� Qc OV V O V p � v p v I I O V V V V v VVVV VV VVv / I. 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GROUNDCOVER /PERENNIAL MIX HILLSIDE MEADOW MIX BIODETENTION GRASS AND WILDFLOWER MIX V M DO Arch itects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com 2000 Pennsylvania Avenue NW Suite 7000 Washington, DC 20006 202.843.2081 waterstreetstudio landscape architecture I civil engineering 802 a Jefferson St. Ste.N3 Charlottesville,VA zzgoz 434_295.8177 OF �I.TH Op IN �� Cf� V� 02.16.2024 �y JOHN JOSEPH MEANEY No.0406001240 % bk ���LANDSCA4� Amu\' Albemarle County Public Schools New Southern Feed Pattern Elementary School 133 Galaxie Farm Lane Charlottesville, VA 22902 Client Project Number VMDO Project Number 23-1358 SOUTH ERN .°'. 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I IIIIII, IIII■ IIIIIIIIIIII■ ( V V V s �V v V V V V V V V V O V V O O V V V V O VV v V V R V O O V V V V V V O V V 535� I I V v V v V v'4-Y �L♦Ly♦j59 a�s.ccs �s.ci:s ¢.as.ccs �.vs7 V �7 7 V V �s.a7 s7 V — — — — — — — — — _ vvvvvvVVvvovdvovvv �� vvvvvvvvvvv Vvvv Vv VpVvv 520 -- — VVVVVVVvo vvvvVVVvvv V V V V V V V 7 V V V V V V V 7 V vvv vvvvv VVv V V V V �vvYl, - / / \ vo a + vvv vvvvVvovvovoVvvvoovvvvvovvovvvvvvov vvvv ovv/v'�-5ivv v�fi�- 0 50'-0" 100'-0" 150'-0" P'6 0"6 0"6 S J4 P'9 w� d"0 Tot 0"p,4r 0"4 �� �'^� �vT ♦ J"r 0'0 �� r- — — — — — — — — �r V p V v v v V v o o p v v v �o� v v v v- / vVVVgs V V V V V V V V V V V V V V V-= / vvv vvv vv ov vv vvvv vvv - v-_� -- ✓ -' O V O�j��7(j � •�� / / / ,h^l / / / -510 II V yV 7o777 O v vvvv vvv^vvv Vv° ovv v z- V v v v v v v v v V VVV V V. V V V V V V O V O V V V -605-� I � Vv vvv o V Vv� ��vV vV pvvV V O V / I v v v v v V V v V V C v V V V V V V V I - -- 'a vvv Vvv vv VVVVVVVI v V V VVVV V- V ._.� , ..: _.. a°v V V V v V v V Vvp� V V O V V V F V a V V v V V v V v V V VVVV V vvvv V v O V O vvvv V V V I h \ I / � 1 I v V °': A coo \ 1 O v V \ ° \ V I \ \ I I I I \ 1 \ I — — — — — — — — — — — — — — — — — — — — — — — — — ' ISSUES AND REVISIONS NO. SUBMITTAL 1 INITIAL SITE PLAN DATE 16.FEB.24 OVERALL PLANTING PLAN t I PLANTING PLAN SCALE : 1 :50 N 0 25' 50' 100' Ll 00 V hx i) o VMDO Architects ' I /0 17 '7 i 71 0 0 0 0 0 it /oo 0000 0°� �\ V / 0 17 0 0 0 0 17 0 0 0 0 0 0 VVVVVVV 0 0 0 0 VVVVVVVVVV \ \ n I I i i 7I Ii I IMN 110 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +/+ + + + /+ + + 0 V Q 0 0 0 0 , 0 'V V 0 i i i i i i i I I I I I I I I i i i i I 7 I I i i i � 0 '7 �i 7� / 7 0 P V � 0 V V V 7 0 0 17 0 / 0 0 V 0 0 / 0 0 0 0 / 0 V 0 0 0 17 17 17 17 0 0 0 0 0 V / 0 0 V 0 0 / 0 0 '7 0 0 0 0 0 0 �s0 0 0 0 0 V V 0 0 0 17 17 + 0 0 0 0 0 ++ 0 V 0 V 0 0 + + + 0 17 17 '7 + + + + 0 0 -00 0 V V 17 17 + + + + + + + V 0 V 0 + + + + + + 17 0 17 '7 0 + + + + + + + + + + + + + + 0 0 0 + 7 0 7 0 '7/7 + + + + + 0 0 0 0 0� + + + + V 0 V 0 + + + '7 0 '7 1 Q 17 0 0 0 '7 0 0 0 0 0 HILLSIDE 0 '\Aq, 1 '7 MEADOW / MIX, TYP. 0 0 0 17 00000 V 00000 000000 000000 0000000 + 170000000 '17 0 0 0 0 0 0 0 0 00000 000 0 7 0 0 V V 0 0 V �7 �7 7 77 �7 7 7 7 200 E Market Street 2000 Pennsylvania Avenue NW Charlottesville, VA 22902 Suite 7000 434.296.5684 Washington, DC 20006 vmclo.com 202.843.2081 waterstreetstudio landscape architecture I civil engineering 802 a Jefferson St. Ste.#3 Charlottesville,VA 22902 434.295�8177 G 02.16.2024 fy JOHN JOSEPH MEANEY No.0406001240 Albemarle County Public Schools New Southern Feed Pattern Elementary School 133 Galaxie Farm Lane Charlottesville, VA 22902 Client Project Number VMDO Project Number 23-1358 Checked By Drawn By J. Meaney S. Pate GRAPHIC SCALE -1" = 20'4- 0 20' - 0" 40' - 0" 60' - 0" ISSUES AND REVISIONS NO. SUBMITTAL 1 INITIAL SITE PLAN PLANTING PLAN - PARKING LOT DATE 16YEB.24 ea ZA / 01 "\ PLANTING PLAN ENLARGEMENT L101 SCALE : 1 :20 N 0 10' 20' 40' Ll 0 1 + ++++++++++++++++++ - +++Aoo++Aoo++o +,o, o+ +++� +++++ + ++++++++++++++++++ ++o +++,a++,oJ +e°e +e°e,+++ + + �+++++ + +++++++Q++++++++++++ ++ �_'+ + :++++ O + + + + + + + + + + + + 0 + + + + + + + + + + + + + + 6"W 6"W 6"Vl��, 6"W + + + + + + + + � + + + + + + f + + + + + + +J + + + + + + + + + + + + + w + + + + + + + t, + + + + + + + + + + + + + + + + + + + + + + + + + + + + = �' + + + + + + +(04 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + *, + + + + + + + + + + _+- + + + + + + + + + + + + + + + + + �\ + + + + + + + + + i / + + + + + + + + + + + + + + + + + + + + + + + + + + + G + I + + + + + + + /+ + + + + + + + + + + + + + + + + + + + + + + + + + + MATCHLINE, SEE L101 - PLANTING PLAN - PARKING LOT + + + + + + + + + + + ypo L— \ UGC �GT + + O + + + + ^ + + +++0 / + + + + ++ ++++++++++++++++++ ++++ 489SFGC-0� + ++++++++++++------o — — — — — — — o — j + + + + +y+1+LL+l+y+y+ + + + + + + + + + + + + + + + ` � + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + W + + '+++++ ++++ + + + + + + + + + + + + + + + + + + + + + / + + + + + + + + + + ++ + + + + + + + + + + + +.� + + + + + + + + + + + +-- + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 30r + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ;0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +- - / /++ ++++ ++++++++++o+ ++++++++++ ++++++++I++z++++ +++ + ++++++++++ ++++++++++++++ +++++++ +++++++ + ++++ +++++++++ +++++++++++++++ +++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + � + + + + + + + + + + + + + �+ + + + + + + + + + + + + + SODDED + + + + + + + + + + + / + + + + + + + + + + + + + + + + + + + + + + + + + + + + + - LAWN, TYP. + + + + + + + + + + + + +(0+ +i + + + + + + + + + + + + + + + + + + + + ... + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + / + + ^o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 5 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + / + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + � + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + / �+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + OUTDOOR + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + LrLA SROOM + +� + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 52C. + + + + + + + + + + + / + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + + + + + + + ++ + + + + + + ++ + + ++ ++++++++++++++ +++ ++++++++ +++++++++++ +++ ++ +++ LIMIT OF / - - + + + + + + /+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +, + + + + + + + + + .. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + DISTURBANCE, + + + + + + + + + + + + + + + + + + + C+ + + + + + + + + + + + + + 2 + + + + + +` + + + + + + + + + + + + + + + + + + + + .G) + + + + + + + + + + + + + + + + + + + + + + + TYP. + + + + + + + /+ + + + + + + + + + +' + + �+ + + + + + + + + + + + + + + + + + + + + + + + + + + + /+ + + + + + + + + + + + + + +... + + + + + + + + + + + + + + + + + + + + + + PROPERTY + + + + + + + + + + + + + +" + + + + + + + + + + + + y+ + + + + + + + + + + + + + + + + + + + + f_ LINE, TYP. +++++++ ++ ++ +++ +++ + + + + + + + + + + + + + + + + + + zAg1 + + + + + + + + + + + + + + + + - + + + + + + + + + + + + /+ + + / + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + - + + + + + + + + + + + + + +,_; 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TYP. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + _5 5 V 7 V V V + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + V V V V V V V V V V 50 V V V V V V V V N 2 ---- S+++++++++++++++++++++++++++++++++++++++++++++++++ Q V V V V V + + + + + + + + + + O + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + V V V V V V V V V V V V V V V V V V V + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + �2 V V V V V V + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + V V V V V V V V`"V V V V V V V V V V V V V V + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 'I V V V V V V + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + V V V V V V V V V V V V V V V V V V V V V V V Q V V V V V V VVVVVVV +++++++++++++++++++++++++++ V V V V V V V V V V V V V V V V V V V V V V V V V I �q VVV 5 V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V �5 V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V �Q I � ; 2 520 ------ �=52o V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V VV �� �� V� �V V V V V V V VVV � V IS✓ ,VVV, � V "W VVV � V III VVV VVV V �S✓ V V '20g V V V V V V V V V V V V V V V V V V V V V D O V V_ V V V V V V V V V V V V V V V V V V MATCHLINE, SEE L103 - PLANTING PLAN - STORMWATER POND V V V V V q V V V V V V V V V V V V V V V V V V V V V V V V V V V_ V V V V V V V V V V V V V V V V V vqy�v�v V V V V /V V V V V V V V V V `\�T^ V V V V O V -V V V V V V V V V Vo V V V V V V V V V V V V V VVV V V V V V V V V V V' V V V V/ /V V V V V V V N 0 10' 20' 40' O1 PLANTING PLAN ENLARGEMENT L102 SCALE: 1:20 V IV\ I) V M DO Architects 200 E Market Street 2000 Pennsylvania Avenue NW Charlottesville, VA 22902 Suite 7000 434.296.5684 Washington, DC 20006 vmdo.com 202.843.2081 waterstreetstudio landscape architecture I civil engineering 802 a Jefferson St. Ste.N3 Charlottesville,VA 22902 434�295.8177 G 02.16.20214 fy JOHN JOSEPH MEANEY No.0406001240 Albemarle County Public Schools New Southern Feed Pattern Elementary School 133 Galaxie Farm Lane Charlottesville, VA 22902 Client Project Number VMDO Project Number 23-1358 Checked By J. Meaney Drawn By S. Pate GRAPHIC SCALE -1" = 20'4- 0 20' - 0" 40' - 0" 60' - 0" ISSUES AND REVISIONS NO. SUBMITTAL 1 INITIAL SITE PLAN DATE 16.FEB.24 PLANTING PLAN - SCHOOLYARD AND BUS PARKING Ll 02 V M DO Architects V V V V V v V V V V V V V V V V V V V V V v /y ♦ V V V —V ` V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V 2 V V V V V V V V V V V V V V V V V V V S7 V MATCHLINE, SEE L102 - PLANTING PLAN - SCHOOLYARD \ im_ r 0 5zoAND BUS PARKING KING 7 V VVV, � V sVVV, �V emsVVV, Q� V SZVSLV, ��V� � V V VV V V V V V V V V V V V V V V V V VV VV V V V V V V V V V V V VV V V V V V V 17 V V V V V7 V VV VVVVVVVVV VVVVVVVVVVV V V V V VVVV VV0V V V V V V V V V VV VVV V V V V V V V V V V V V �VVVVVVV VV V 7 V V V V V V V V V V V V V V V V V V V V V V V V V V V V V 5� V V V V V V V V V V V V V V V V V '17 V V V V V V V V V V V V V V V V V V V V V V V V V V V, V V V V V V V IV L—T�-1P—— VV V VV V am7 V V \�p , V V V� 7 V V V V V V 7 V V V V 2V V i V V V V VV LIMIT OF DISTURBANCE, TYP. PROPERTY LINE, TYP. BIORETENTION GRASS AND WILDFLOWER MIX, TYP. 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com 2000 Pennsylvania Avenue NW Suite 7000 Washington, DC 20006 202.843.2081 waterstreetstudio landscape architecture I civil engineering 802 a Jefferson St. Ste.N3 Charlottesville,VA 22902 434�295.8177 F,AI.TH Op l� rJ� 02.16.2024 �y JOHN JOSEPH MEANEY No.0406001240 kk�-6LANDSCA0" Albemarle County Public Schools New Southern Feed Pattern Elementary School 133 Galaxie Farm Lane Charlottesville, VA 22902 Client Project Number VMDO Project Number 23-1358 Checked By Drawn By J. Meaney S. Pate GRAPHIC SCALE -1" = 20'-0" 0 20' - 0" 40' - 0" 60' - 0" ISSUES AND REVISIONS NO. SUBMITTAL 1 INITIAL SITE PLAN PLANTING PLAN - STORMWATER POND DATE 16.FEB.24 01 L103 PLANTING PLAN ENLARGEMENT SCALE : 1:20 N 0 10' 20' 40' (�) w6MM6...� Ll 03 PLANTING NOTES 1. CONTRACTOR SHALL VERIFY PLANT QUANTITIES SHOWN ON PLAN WITH TOTALS IN PLANTING SCHEDULE. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO FINAL BIDDING. UNITS PRICES BE SUBMITTED AS PART OF FINAL BID. 2. ALL PLANTS SHALL BE GUARANTEED FOR ONE (1) FULL YEAR AND SHALL BE IN A HEALTHY GROWING CONDITION. PLANT MATERIALS WHICH DO NOT FULFILL THIS GUARANTY SHALL BE REPLACED AT NO COST TO THE OWNER. REPLACEMENT SHALL BE GUARANTEED THROUGHOUT THE ORIGINAL GUARANTY PERIOD. PLANTS THAT DIE SHALL BE REPLACED IMMEDIATELY. 3. CONTRACTOR IS RESPONSIBLE FOR WATERING, WEEDING, PEST CONTROL, AND FERTILIZATION OF ALL PLANTS UNTIL, a.) UPON FINAL ACCEPTANCE IS ISSUED BY LANDSCAPE ARCHITECT AND/OR OWNER, AND b.) THE CONTRACTOR PROVIDES OWNER WRITTEN NOTIFICATION OF ALL MAINTENANCE NEEDS OF ALL SCOPE ASSOCIATED WITH THE PLANTING PLAN(S) CONTRACT DOCUMENTS. 4. CONTRACTOR IS RESPONSIBLE FOR CONTACTING MISS UTILITY PRIOR TO THE BEGINNING OF CONSTRUCTION FOR LOCATION OF ALL UTILITY LINES. TREES SHALL BE LOCATED A MINIMUM OF FIVE (5) FEET FROM SEWER/WATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. 5. THE LANDSCAPE ARCHITECT IS THE OWNER'S REPRESENTATIVE AND SHALL BE THE APPROVING AUTHORITY FOR INFORMATION PROVIDED WITHIN THESE PLANS AND SPECIFICATIONS. 6. ALL PLANTS, TOPSOIL, MULCH, FERTILIZERS, SOIL AMENDMENTS, PLANTING SUPPLIES, AND METHODS SHALL BE SUBJECT TO LANDSCAPE ARCHITECTS APPROVAL. REJECTED MATERIALS SHALL BE REMOVED FROM THE SITE WITHOUT DELAY AT NO EXPENSE TO THE OWNER. 7. CONTRACTOR SHALL LAYOUT AND MARK LOCATION FOR ALL PLANTS, AND IMPROVEMENTS SHOWN AND SHALL REQUEST IN FIELD APPROVAL FROM LANDSCAPE ARCHITECT. 8. ALL PLANTS AND PLANTING METHODS SHALL CONFORM TO AMERICAN STANDARD FOR NURSERY STOCK. 8. BEDS TO CONTAIN SHRUBS, PERENNIALS, ORNAMENTAL GRASSES, OR PERENNIALS SHALL BE TILLED TO A DEPTH OF 12" AND THE SOIL CONDITIONED BY ADDING 4" OF A U.S. COMPOSTING COUNCIL APPROVED COMPOST. 9. ALL PLANTING BED AREAS SHALL BE COVERED WITH A 3" MINIMUM LAYER OF MEDIUM TEXTURED SHREDDED HARDWOOD MULCH UNLESS OTHERWISE NOTED. IO.ALL SUBSTITUTIONS OF PLANTS SHALL BE REQUESTED IN WRITING TO THE LANDSCAPE ARCHITECT AND APPROVED IN WRITING BY THE OWNER OR THE OWNER'S REPRESENTATIVE. SUBSTITUTIONS TO BE SOURCED FROM ALBEMARLE COUNTY APPROVED PLANT SPECIES LIST. 11.ALL PLANTING OPERATIONS SHALL BE UNDER THE SUPERVISION OF AN EXPERIENCED PLANTSMAN. 12.LANDSCAPE ARCHITECT RESERVES THE RIGHT TO SELECT PLANTS IN THE NURSERY. 13.FOR TREES BALLED IN WIRE BASKETS, CUT AND REMOVE TOP AND SIDES OF BASKET AFTER INSTALLATION. 14.LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT AND PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO A.A.N. STANDARDS. 15.SOIL SHALL BE FREE OR ALL WEEDS AND ROCKS GREATER THAN 1" IN DIAMETER. 16.PLANT SIZES, QUANTITIES, AND SPECIES WILL BE CHECKED BY MUNICIPALITY INSPECTION FOR COMPLIANCE WITH PLANT SCHEDULE AS APPROVED BY THE MUNICIPALITY. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR DELAY IN ISSUANCE OF CERTIFICATE OF OCCUPANCY BY THE MUNICIPALITY RESULTING FROM UNAUTHORIZED SUBSTITUTIONS OR DOWNSIZING. 17.UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL, AND SCHEDULE A FINAL INSPECTION FOR ACCEPTANCE BY OWNER. 18. CONTRACTOR SHALL REMOVE TREE STAKING AT THE END OF THE ONE YEAR WARRANTEE PERIOD. 19. CONTACT D.P.R. PRIOR TO PLANTING ALL TREES ON SITE TO REVIEW EXCAVATION, PLANTING MEDIA, AND INSTALLED PLANTING STOCK. 20.ALL PEST CONTROL SHALL BE UNDER THE DIRECTION OF A VIRGINIA LICENSED APPLICATOR. PARKING AREAS PLANTING DIAGRAM AREA \ J k k W111 11111 610 PLANT SCHEDULE: STREETSCAPE, PARKING AREAS, AND OPEN SPACES Qty. Symbol Scientific Name 1common Name ISize Ispacing lRoot INotes TREES 8 AG Amelanchiergrandifloro 'Autumn Brilliance' Serviceberry 8' HT AS SHOWN B&B multi -stem 1 1 CC Cercis canadensis Redbud 8' HT AS SHOWN B&B 1 1 CO Celtis occidentalis Hackberry 2 1/2" CAL AS SHOWN B&B 16 INS Ilex X 'Nellie R. Stevens' Nellie Stevens Holly 6-7 HT 6 O.C. B&B 15 JV Juniperus virginiona Eastern Red Cedar 6-7 HT AS AHOW N B&B 29 PA Plotonus x ocerfolia London Planetree'Bloodgood' 2 1/2" CAL AS SHOWN B&B 5 PE Pinus echinata Shortleaf Pine 7' HT AS SHOWN B&B 13 QA Quercusalba White Oak 21/2"CAL AS SHOWN B&B SHRUBS 56 MC Morelia cerif era Southern Bayberry 7 GAL 6O.C. PERENNIAL / GROUNDCOVER MIXES Foundation Sun Mix: Low -maintenance, 489 SF GC Ol native groundcovers and perennials; full sun. Foundation Shade Mix: Low -maintenance, 381SF GC-02 native groundcovers and perennials; shade. SEED MIXES Hillside Meadow Mix: Native wildflower and 154,401 SF GC-03 Ernst Seeds Mix 851 grass meadow seed mix TURF 18.900 SF Athletic Field, See Civil dwgs. 158,200 SF Sodded Lawn PLANT SCHEDULE: STORMWATER BMPS DRY SWALE PLANTING 5663SF Biodetention Grass and Wildflower Mix Ernst Seeds Mix865 LEVEL 1 WET POND PLANTING TREES 6 LS Liquidambarstyraciflua 7 NS Nysso sylvatica 2 SN Salix nigra SHRUBS 7 AA Aronia arbutifolia 13 CEO Cepholonthus occidentalis 7 IV Ilexverticillato 9 VD Viburnum dentatum PERENNIALS 1280 ACA Acorus americanus 103 ASI Asclepias incarnate 553 ELC Elodea canadensis 103 JUE Juncus eff usus 156 PAV Ponicum virgatum 1280 PEV Peltandra virginica 103 POP Potamogeton pectinatus 103 VEN Vernonia noveboracensis Sweetgum 21/2"CAL ASSHOWN B&B Blackgum 21/2"CAL ASSHOWN B&B Black Willow 21/2"CAL ASSHOWN B&B Red Chokeberry 5 GAL 5O.C. Buttonbush 5 GAL 5O.C. W interberry 5 GAL 4O.C. Arrowwood viburnum 5 GAL 6' O.C. Sweetflag 1 GAL 18" O.C. Swamp Milkweed 1 GAL 24' O.C. Waterweed 1 GAL 18" O.C. Soft Rush 1 GAL 24' O.C. Switchgrass 1 GAL 24' O.C. Arrow Arum 1 GAL 18" O.C. Sago Pondweed 1 GAL 18" O.C. New York Ironweed 1 GAL 24' O.C. ALBEMARLE COUNTY PLANTING REQUIREMENTS CODE PLANTING TYPE CODE REQUIREMENT CALCULATIONS MINIMUM REQUIRED PROVIDED 32.7.9.5 Streets One large canopy tree per 50 ft. of street frontage Minimum of 5% paved parking and 32.7.9.6 Parking Areas vehicular circulation area shall be landscaped with trees and shrubs. 32.7.9.6 32.7.9.7 32.7.9.8 Parking Areas One large / medium shade tree per 10 parking spaces. Parking areas with four or more spaces shall be screened from Screening adjacent residential and rural areas districts. Minimum tree canopy is 10% of site Tree Canopy area. 830 LF = Street Frontage 830/50 = 16.6 Canopy Trees Main Parking Lot 40.955 SF = Parking Area 40,955 * 0.05 = 2048 SF Bus Parking Lot 29,638 SF = Parking Area 29,638 * 0.05 = 1482 SF Main Parkina Lot 95 = Parking Spaces 95/ 10 =9.5 Bus Parkina Lot 6 = Parking Spaces 8 = Bus Parking 26 = Event Parking 40/10=4 N/A 15.79 ac Gross Acreage - 0.26 ac Open Space - 0.43 ac Athletic Field 15.10 ac Site Area 15.10ac*0.10= 1.51 ac 17 Large Canopy Trees 20 Large Canopy Trees Main Parking Lot Main Parking Lot 2062 SF 5506 SF Bus Parking Lot Bus Parking Lot 1482 SF 4491 SF Main Parking Lot Main Parking Lot 10 Large / Med Canopy Tree 14 Large Canopy Trees Bus Parking Lot Bus Parking Lot 4 Large / Med Canopy Tree 8 Large Canopy Trees Evergreen trees shall be a minimum 4H when planted. Shrubs shall be a minimum 18" H when planted. Rows of evergreen shrubs and trees have been provided on the Planting to be in double west and north side of the main staggered row of evergreen parking lot. trees planted 15' O.0 or evergreen shrubs planted 10' O.C. 1.51 ac Tree Canopy 2.12 ac Existing Tree Canopy (2.12 = 1.70 x 1.25) + 0.72 ac Proposed Tree Canopy 2.84 ac Total Tree Canopy w f- O z 0- LU w 0 w w LU 9i 01 1 SOIL PREPARATION - SECTION L200 SCALE: 1" = U-0" SEE PLANT SCHEDULE FOR SPACING DEPTH NOTES: -3'-0" FOR ALL TREES -2'-0" FOR ALL OTHER PLANTINGS 4" ORGANIC COMPOST TILLED INTO TOP 6" OF TOPSOIL PROFILE TO CREATE A 10" MODIFIED ROOT ZONE TOPSOIL SCARIFY FACE OF SUBGRADE PRIOR TO APPLICATION OF TOPSOIL DECOMPACTED SOIL -RIP WITH SINGLE -TOOTH RIPPER OR OTHER MECHANICAL MEANS PRIOR TO APPLICATION OF SOIL, SCARIFY FACE OF SUBGRADE SUBGRADE JBLE-SHREDDED NOOD MULCH SOIL PREPARATION - SECTION '.ADE 02 PERENNIAL PLANTING - SECTION L200 SCALE: 1/2" = 1'-0" 3" DOUBLE SHREDDED HARDWOOD MULCH ROUGHEN SIDES OF PLANTING HOLE PULL OR WASH POTTING MIX AND ROOT MAT APART TO DIRECT THE OUTER ROOTS INTO THE-7 ADJACENT SOIL. DO NOT - LEAVE CIRCLING ROOTS 1 AGAINST THE ROOT BALL. - NATIVE BACKFILL SOIL I AMENDED WITH 15% DECOMPOSED ORGANIC COMPOST -1 2 X ROOTBALL DIAMETER MINIMUM 03 ) SHRUB PLANTING - SECTION L200 J SCALE : 1/2" = 1'-0" 2"x2"xC MIN. HARDWOOD -USE 2 STAKES PER TREE AND SET OUTSIDE ROOT PACKAGE 3" DOUBLE SHREDDED HARDWOOD MULCH, TAPER AT TRUNK. MULCH TO WITHIN 2" OF TRUNK IN PLANTING AREAS REMOVE ALL WIRE & STRING FROM ROOTBALL AND ALL BURLAP FROM TOP 2/3 OF ROOTBALL '^ ROUGHEN SIDES OF PLANTING HOLE NATIVE BACKFILL SOIL AMENDED WITH 15% ORGANIC COMPOST COMPACT SUBSOIL TO FORM PEDESTAL TO PREVENT SETTLING r 0 Q o� - SET TOP OF ROOT CROWN 2" ABOVE ADJACENT GRADE - SHAPE SOIL SURFACE TO PROVIDE 3' DIAMETER WATERING RING FINISH GRADE 7 TREE PIT DEPTH EQUALS ROOTBALL DEPTH -MEASURE BEFORE DIGGING TO AVOID OVEREXCAVATION 1 PREPARE SUBSOIL TO FORM PEDESTAL TO PREVENT SETTLING c 3 X ROOTBALL DIAMETER MINIMUM U U WEBBED STRAPPING, ARBORTIE OR APPROVED EQUIV. -LOOPED TO TRUNK -(2) PER TREE -NAIL OR STAPLE TO STAKE SET TOP OF ROOT CROWN 2" ABOVE ADJACENT GRADE SHAPE SOIL SURFACE TO PROVIDE 3' DIAMETER WATERING RING FINISH GRADE TREE PIT DEPTH EQUALS ROOTBALL DEPTH -MEASURE BEFORE DIGGING TO AVOID OVEREXCAVATION DRIVE STAKES 6" TO 1'-0" INTO UNDISTURBED SOIL BELOW ROOTBALL V 1VX I) VMDO Architects 200 E Market Street 2000 Pennsylvania Avenue NW Charlottesville, VA 22902 Suite 7000 434.296.5684 Washington, DC 20006 vmdo.com 202.843.2081 waterstreetstudio landscape architecture I civil engineering 802 a Jefferson St. Ste.#3 Charlottesville,VA 22902 434.295�8177 G �O 02.16.2024 fy JOHN JOSEPH MEANEY No.0406001240 ��,�0el"'I< �j /f/i��L�1NllSCAY� � �YK Albemarle County Public Schools New Southern Feed Pattern Elementary School 133 Galaxie Farm Lane Charlottesville, VA 22902 Client Project Number VMDO Project Number 23-1358 Checked By J. Meaney Drawn By S. Pate GRAPHIC SCALE -1/8" = 1'-0" 0 8'-0" 16'-On 24'-On ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 INITIAL SITE PLAN 16.FEB.24 PLANTING SCHEDULE, NOTES, AND DETAILS 04 1 TREE PLANTING - SECTION L200 % SCALE: 1/2" = 1'-0" L200