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HomeMy WebLinkAboutSDP202000058 Plan - Submittal (First) 2020-08-11SITE DATA: TAX MAP PARCEL: CROZET ELEMENTARY RENOVATION AND 05600-00-00-064EO COUNTY OF ALBEMARLE SCHOOL BOARD DB. 1044, PG. 498 DB. 1098, PG. 703 PARCEL AREA: 21.16 AC LIMITS OF DISTURBANCE: 6.51 AC ZONING: RURALAREAS(RA) MAGISTERIAL DISTRICT: WHITE HALL SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP 28 IMPERIAL DRIVE STAUNTON, VA 24401 TELEPHONE: 540-885-0920 CONTACT: JOE MEDLEY JOE.MEDLEY@TIMMONS.COM SURVEY CONDUCTED: MARCH 2O20 DATUM: HORIZONTAL: NAD83(NA2011) VIRGINIA STATE GRID SOUTH VERTICAL: NAVD88 VIA GPS RTK OBSERVATIONS REQUIRED BUILDING SETBACKS: FRONT: 75 FT MINIMUM (EXISTING PUBLIC ROAD) FRONT: 25 FT MINIMUM (INTERNAL PUBLIC/PRIVATE ROAD) SIDE: 25 FT MINIMUM REAR: 35 FT MINIMUM MAXIMUM BUILDING HEIGHT: 35 FT PROPOSED BUILDING HEIGHT: KITCHEN ADDITION 15 FT MOVEMENT ADDITION 25 FT CLASSROOM ADDITION 30 FT (AVERAGE) PROPOSED BUILDING SQUARE FOOTAGE: KITCHEN ADDITION 2,203 GSF (1 STORY) MECHANICAL ADDITION 519 GSF (1 STORY) MOVEMENT ADDITION 1,904 GSF (2 STORIES) CLASSROOM ADDITION 28,432 GSF (3 STORIES) TOTAL 33,058 GSF EXISTING USE: ELEMENTARY SCHOOL PROPOSED USE: ELEMENTARY SCHOOL WETLAND IMPACTS: NO WETLANDS ARE IMPACTED AS A PART OF THIS PROJECT WATER SUPPLY: ACSA PUBLIC WATER SANITARY SUPPLY: ACSA PUBLIC SEWER DRAINAGE DISTRICT: RIVANNA NOTES: 1. THERE ARE NO CRITICAL SLOPES LOCATED WITHIN THE PROJECT LIMITS. 2. THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100-YR FLOODPLAIN. 3. THE SITE IS LOCATED IN A WATER SUPPLY PROTECTION DISTRICT. PARKING REQUIRED: THE NUMBER OF REQUIRED SPACES SHALL BE DETERMINED BY SCHOOLS THE ZONING ADMINISTRATOR EXISTING PARKING: 86 SPACES PROPOSED PARKING: 136 TOTAL SPACES (INCLUDING 6 ADA SPACES) SPECIAL FLOOD HAZARD AREA INFORMATION: SPECIAL FLOOD HAZARD AREA (FLOODPLAIN) YES [ ] NO [ X ] TRIP GENERATION LAND USE: ELEMENTARY SCHOOL ITE CODE: 520 AMOUNT: 400 UNITS: NUMBER OF STUDENTS Trip Generation for Crozet Elementary School LAND USE ITE CODE AMOUNT UNITS WEEKDAY AM PEAK HOUR PM PEAK HOUR ADT IN OUT TOTAL IN OUT TOTAL Elementary School 520 400 # of Students 756 140 120 260 61 75 136 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 750 PERSONS (90 STAFF + 660 STUDENTS) TOTAL = 7,500 GPD AVERAGE HOURLY DEMAND = 7,500 GPD / 24 HOURS = 312.5 GPH MAXIMUM HOURLY DEMAND = 312.5 GPH X 300%= 937.5 GPH PEAK HOURLY DEMAND = 937.5 X 150% = 1,406.25 GPH 1,406.25 GPH / 60 MIN = 23 GPM SEWER FLOW (AVERAGE DAILY FLOW) ESTIMATED TOTAL = 10 GPD/PERSON x 750 PERSONS = 7,500 GPD SCHOOL ADDITION, SITE IMPROVEMENTS FINAL SITE PLAN - SDP2O2O COUNTY OF ALBEMARLE, VIRGINIA WHITE HALL DISTRICT 8/10/2020 OPROJECT LOCATION Crozet , Three No%Cb d 9#6 • Appalachian Mountains L ram% ,S"SW.SVv* RrrwncvillP R� VICINITY MAP SCALE: 1" = 2000' OWNER: ALBEMARLE COUNTY SCHOOL BOARD 401 MCINTIRE RD CHARLOTTESVILLE, VA 22902 CONTACT: JOE LETTERI TELEPHONE: (434) 975-9340 FAX: (434) 975-9341 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. CHARLOTTESVILLE, VA 22903 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: 434-327-1688 Sheet List Table Sheet Number Sheet Title CD.0 COVER C0.1 OVERALL SITE PLAN C1.0 NOTES & DETAILS C1.1 NOTES & DETAILS C1.2 NOTES & DETAILS C1.3 NOTES & DETAILS C2.0 EXISTING CONDITIONS C2.1 EXISTING CONDITIONS C2.2 DEMOLITION PLAN C2.3 DEMOLITION PLAN C4.0 LAYOUT & UTILITY PLAN C4.1 LAYOUT & UTILITY PLAN C4.2 TEMPORARY CLASSROOM TRAILER LAYOUT C5.0 GRADING & DRAINAGE PLAN C5.1 GRADING & DRAINAGE PLAN C5.2 GRADING SPOT SHOTS PLAN C5.3 GRADING SPOT SHOTS PLAN C5.4 STORMWATER SUMMARY PLAN C5.5 STORMWATER SUMMARY PLAN C7.0 STORM SEWER PROFILES C7.1 STORM SEWER PROFILES C7.2 STORM SEWER TABLES C7.3 UTILITY PROFILES C8.0 VDOT SIGHT DISTANCE PROFILE L1.0 LANDSCAPE PLAN L2.0 LANDSCAPE NOTES AND DETAILS SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT TOTAL SHEETS = 41 I.L'\I0 VMDO VMDO Architects 200 E Market Street Charlottesville. VA 22902 434,296.5684 vmdo.com TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. Iblemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 U CAATGW. J. KOTARSKI Lic. No. 0402048507 F'4 b110120 -el Checked By C. KOTARSKI Designed By K. MELLON Drawn By K. MELLON ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 COVER C0.O -710 os I f0HP v OHP 1 / SEE SHEETS C2.1 C2.37 C3.3, C3.5, C3.7, C3.9, C4.1, C5.1, C5.3 & C5.5 ; 1' l' / I I /I;I;;;I„i 16( 6h I// I11��1 /,/!/ EE > ` 1/ rn , � , � I II I clO II I 1 \ \ \ 1:�l.j::�( � \ • Y I , / , / h = N23°31'S6"W — I h In \� 1 1 ZII \ I \\ \ I I I if Ill IIIIII II / 104/// N _ l�rVq-�, iN /144 \\ 1 II 11, J {11\I\ / c `� pl'I1` fl\\ /-�-----'_--�I \ \I I I I I \ �. If - to 11 � fI 1 o I, 5P 1 l/rl fl' y \ 85 J —`I 6sS \\ `1 S\ o \ ` \\ \\ \\ u,\ \® \ \ \ \ I I I I—\\ `\\ \\\\\\Z6S' \\ \\ \\ I 'plll z ill, I \d6� ..NEW ,� M M' MMMMM O O if IMP 56-64E COUNTY SCHOOL BOARD OF \ J/ �JA OB. 1044. PG. 498ALBEMARLE COUNTY VIRGINIA 695 .� ®I , / \\ V1.Ir \ \ \ J 111 \ \ \ rn DB. 1098, PG. 703 ZONED: RA (RURAL AREAS) 1 -76 102' I� ! �0— —off p— —� —� �- 0 t Z I I I W W 1 0_ LEGEND ® WATER VALVE ® WATER METER V FIRE CONNECTION FIRE HYDRANT ® POST -INDICATOR VALVE O STORM DRAINAGE (SD) MANHOLE ® ® STORM INLET WIGRATE o ROOF DRAIN/DOWN-SPOUT RCP REINFORCED CONCRETE PIPE PVC POLY -VINYL CHLORIDE PIPE HDPE HIGH -DENSITY POL Y-ETHYLENE PIPE CMP CORRUGATED METAL PIPE OS SANITARYMANHOLE ® CLEAN -OUT In TELECOM PEDESTAL D UTILITYPOLE oa LIGHTPOLE < GUY WIRE ® UTILITY VAULT, AS NOTED ❑ ELECTRIC BOX © ELECTRIC METER ® GAS METER —SAN SANITARYPIPE W- WATER -LINE UFO UNDERGROUND TELECOM/FIBER UTILITY UGP UNDERGROUND POWER/ELEC UTILITY OHP OVERHEAD POWER UTILITY UNDERGROUND GAS UTILITY FENCE -LINE CENTERLINE SWALE/DITCH EDGE OF PAVEMENT (EP) CONIFEROUS TREE (CNFR) DECIDUOUS TREE (DEC) EG EDGE OF GRAVEL SIDEWALK SIGN OO BOLLARD MONITORING WELL (F) PROPERTY MONUMENT FOUND, AS NOTED THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF JOSEPH C. MEDLEY FROM AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION; THAT THE ORIGINAL DATA WAS OBTAINED ON THE FOLLOWING DATES: MARCH 10-12, 16, 18, 23-24 & 30, 2020. THIS BASE -MAP AND DIGITAL GEOSPATIAL DATA INCLUDING METADATA MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED. tY�r.�i�i.�L.jr� 1. HORIZONTAL DATUM IS BASED ON NAD83 (NA2011), VIRGINIA STATE GRID, SOUTH ZONE. VERTICAL DATUM IS BASED ON NAVD88. DATUM ESTABLISHED THROUGH NETWORK RTK GPS (LEICA SmartNET) OBSERVATIONS. 2 TOPOGRAPHIC DATA DEPICTED BASED ON A CURRENT FIELD SURVEY BY THIS FIRM, COMPLETED MARCH 30, 2020. 3. THIS IS NOT A BOUNDARY SURVEY,. BOUNDARY SHOWN HEREON IS BASED ON DEEDS AND PLATS OF RECORD IN THE CLERKS OFFICE OFALBEMARLE COUNTY, VIRGINIA, AND RECOVERED MONUMENTS AND FIELD OBSERVATIONS. 4. BASED ON FEMAI FLOOD INSURANCE RATE MAP (FIRM), MAP NO. 51003CO229D, PANEL 279 OF 575, EFFECTIVE DATE FEBRUARY4, 2005, THE PROPERTY LINES IN UNSHADED ZONE X; AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. 5. MISS UTILITY TICKET INITIATED, TICKET NO. B622100685-00B. NO UNDERGROUND UTILITY INVESTIGATION BEYOND INFORMATION PROVIDED VIA MISS UTILITY HAS BEEN CONDUCTED BY THIS FIRM. 6. TITLE REPORT FURNISHED BY CHICAGO TITLE INSURANCE COMPANY, TO TIMMONS GROUP, CASE NO. 27120034, DATED FEBRUARY 1, 2020 7. CONTOUR INTERVAL = V 8. ACPS PRIVATE UTILITIES WERE LOCATED BYACPS PRIOR TO SURVEY =====T I 1 T77' \�@�1 I I , \ \11�1.1,:1\1\\\\ \ o \\ \\ \ \ \n�\ \\\ol t \ 1 I I I II I(XI I ' I / I \ _ — ;i�;:ia!3, \ \ \ \ \ \ \ \ \ \ 1 _ \ \. \ \ \ \I I z I I1/ I O I I I II I I I \\\ \\ \ \ I I \`�I\\ay \ \\ \ \ I , / I I \ \ \ \\\ \\\\. 1 \� 1 \\\ fl 1\\ I FFROf1T SETBACK \ / ` ` \ \ ` - `�1 �i/ \ 1 I I Cr _y — RO T E3.08 B -I, —MT oHP, OHP \ f If >I ` \ /\ -SANS _1 -UFO_y\OHP— 1 1 — f 705 _ — — / O " 15"R '�_ , . � h / / dHP 1 OI / I UI � \ (r h - - - --- - r i \ _ _ O � /I /ir ��", � /( ivl.r' � /// 1 • \/ ) ` I Jam. N 50 5 VFo C) CMP hill / N \\ �_54w �+ — 416.56', N11°20'- -' ' \moo I \ Imaim O \ \ \I `� _ I ___c IF0. — OWN 115 700 -0Nr —--,-I--- O `\ 1 I / �i 1 / I 1�F0� OHP r I "1~SEE SHEETS C2.0, C2.2, C3.2, C3.4, C3.6, C3.8, C4.0, C5.0, C5.2 & C5.4 , / � �:ti� �`� � � � � � � � � � � � � � � � � � � � � � It !• )• � � � � � � it t t t t t � l• >t It It S >t r I \ I p \ \ I \ / SCALE 1 "=40' 0 40' 80, VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com •�0000 0I TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • bemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 Checked By Designed By Drawn By 'a Q CRAIG W J. KCITARS 111 > Lic. No.. 0402048507 C. KOTARSKI K. MELLON K. MELLON ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN 8 WPO PLAN SUBMISSION 10.AUG.2020 OVERALL SITE PLAN GENERAL NOTES GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL LEGEND ROADS SEWER TRAFFIC STOP BAR ® (Si- S O EXISTING SANITARY SEWER STORM PIPE & STRUCTURE NO. DROP INLET & STRUCTURE NO. S-SAN-W S PROPOSED SANITARY SEWER CURB O PROPOSED SANITARY SEWER LABEL 0 CURB & GUTTER WATER DRY CURB & GUTTER EXISTING WATER LINE .:....:..:.::..:.::..:..:..:..:. PROPOSED PAVEMENT g• yy PROPOSED WATER LINE 13 PAVED DITCH E� g• yy PROPOSED VALVE JUTE MESH DITCH �T!- g• yy PROPOSED TAPPING SLEEVE CENTERLINE OF DITCH PROPOSED FIRE HYDRANT ASSEMBLY (FHA) (COMPLETE) BENCH MARK PROPOSED FIRE DEPARTMENT CONNECTION (FDC) . . CLEARING LIMITS ® PROPOSED POST INDICATOR VALVE (PIV) R-1 VDOT STANDARD STOP SIGN GRADING - -200 - -- EXISTING CONTOUR TC = TOP OF CURB 200 PROPOSED CONTOUR BC = BACK OF CURB +240.5 EXISTING SPOT ELEVATION EP = EDGE OF PAVEMENT TW = TOP OF WALL TC 240.5 PROPOSED SPOT ELEVATION BW = BOTTOM OF WALL TS = TOP OF STAIRS 1D PARKING COUNT BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT PRESERVED AND MANAGED SLOPES CRITICAL SLOPES 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 15. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 16. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 17. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 18. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 19. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 20. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO COUNTY ACCEPTANCE. 21. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 22. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 23. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. 24. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 25. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7,THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) 26. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 27. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI Al17.1-03. 28. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 29. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 30. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY 31. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 10. RETAINING WALLS GREATER THAN 3 FT IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FT IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 11. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT HAVE A SURFACE SLOPE GREATER THAN 1:48. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE. 12. ALL WATER LINES, SEWER LINES AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 13. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. BLASTING NOTES BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. Albemarle County Engineering Final Plan General Notes Page I of 4 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes 1, Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices, 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class 111. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). 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 9:00PM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LEIS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) 23. STABILIZATION OF DISTURBED AREAS MUST, AT A MINIMUM, BE INITIATED IMMEDIATELY WHENEVER ANY CLEARING, GRADING, EXCAVATING OR OTHER EARTH DISTURBING ACTIVITIES HAVE PERMANENTLY CEASED ON ANY PORTION OF THE SITE, OR TEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING FOURTEEN (14) CALENDAR DAYS. STABILIZATION MUST BE COMPLETED WITHIN THE PERIOD OF TIME DETERMINED BY THE ADMINISTRATOR. IN ARID, SEMIARID, AND DROUGHT -STRICKEN AREAS WHERE INITIATING VEGETATIVE STABILIZATION MEASURES IMMEDIATELY IN IS INFEASIBLE, ALTERNATIVE STABILIZATION MEASURES MUST BE IMPLORED AS SPECIFIED BY THE ADMINISTRATOR. (WATER PROTECTION ORDINANCE SECTION 17 - 405 6.h) JUNE 27, 2019 ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. roe Am COUNTY OF ALBEMARLE CONTRACTOR SHALL PROVIDE ALL INFORMATION t Department of Community Development REQUIRED FOR CONSTRUCTION RECORD DRAWINGS: P Construction Record Drawings (As -built) for VSMP The following is a list of information required on construction record drawings for stormwater facilities (reference Water Protection Ordinance 17-422). It is preferable that the construction record drawing be prepared by someone other than the designer. Please do not provide design drawings as construction record drawings. A. A signed and dated professional seal of the preparing engineer or surveyor. B. The name and address of the firm and individual preparing the drawings on the title sheet. C. The constructed location of all items associated with each facility, and the inspection records to verify proper dimensions, materials and installation. The items include, but are not limited to the following: 1. Inspection Records and photographs for pipe trenches and bedding, including underdrains. 2. Video Pipe Inspection for any pipes which are not accessible or viewable. 3. Updated Location with geo-coordinates of all facilities. 4. Verified Drainage Area maps for the drainage area treated, and for drainage to the facilities. 5. Current physical and topographic survey for all earthen structures. Ponds should include a survey of the pond bottom. Surveys should verify pond volumes are per design. Corrections may be required for alterations from the design. 6. Plants, location and type. 7. Plans and profiles for all culverts, Pipes, Risers, Weirs and Drainage Structures - Display the installed type of drainage structures, culvert/pipe size, weirs, materials, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. 8. Computations: For significant deviations from design, provide sealed computations verifying that the as -built condition is equivalent or better than design. 9. Ditch Lines - Display the constructed location of all ditch lines and channels, including typical sections and linings. 10. Easements - Show all platted easements with dead book references labeled. Facilities and drainage must be within platted easements. Provide copies of recorded documents. 11. Guardrail, fences or other safety provisions - Display the constructed location of all safety provisions; fences, guardrail, including the type, length and applied end treatments, compared to design. 12. Material layers - biofilter media, stone layers, sand layers, keyways and cores must be verified as to material types and depths. Include inspection reports, boring or test pit reports and materials certifications. Biofilter media must be an approved state mix. 13. Access roads - show location of access roads, surface treatment, drainage, etc, as applicable. 14. Compaction reports are required to verify fill compaction in dams. 15. Manufacturers certifications for proprietary BMP's certifying proper installation and functioning. VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com • 0 0 0 54*41 • 041 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • bemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 Checked By Designed By Drawn By 'a Q CRAIG W. J. KOTARS 111 > Lic. No, 0402048507 C. KOTARSKI K. MELLON K. MELLON ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 NOTES & DETAILS C100 VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. r 1 PEA 59 FARCWG PBJALTY PBJALTY $l - $500 FIE SI00 - S500 RE TOW AWAY ZONE TOW AWAY ZONE TVAN U ABOVE ACCU 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—---L'1 CONCRETE SURFACE BASE 1211/�A/�A/ 1\ TO THE DEPTH OF CURB MA' A MINIMUM OF 13" AND A MAXIMUM OF 19" VDOT A-3 CONCRETE CONTINUE STONE BAS_ FROM ADJACENT PAVEMENT SECTION UNDER CURB VDOT STANDARD CG-3 No Scale STEEL CAP 6" DIAMETER HOLLOW STEEL PIPE (POWDER COAT YELLOW) STEEL SLEEVE /-- PAVEMENT 2'-0" DIAMETER CONC. FOOTING CONTINUE 21 B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB FLUSH CURB PARKING LOT REMOVABLE BOLLARD DETAIL No Scale No Scale 2' 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. RIVER STONE (8" DEPTH) //\// \/ \ ° C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE NON -WOVEN GEOTEXTILE FABRIC ✓ //\/ SPECIFICATIONS. D. THE 2000 INTERNATIONAL FIRE CODE. VDOT CURB (SEE DETAIL) 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 DENOTES GRAVEL FILTER STRIP ON PLANS INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. GRAVEL FILTER STRIP DETAIL 24" No Scale O SOLID WHITE LINE TYP.) Z FROM EP OR FACE OF CURB f� 12 7-1/2" STD. (VARIES) 6' LENGTH R1-1 5 NOTE: STOP SIGNS TO BE 30" WITH STOP BAR DETAIL HIGH INTENSITY SHEETING NO SCALE ANCHOR WITH %" REBAR IMBEDDED 24" IN GROUND; 2 PER WHEEL STOP PRECAST CONCRETE WHEEL STOP No Scale sl STD. U POST GALVANIZED SIGN AND POST DETAIL No Scale 6X6-W2.9XW2.9 6 V-6" t C 6" \ INSTALL VAPOR BARRIER FOR INTERIOR APPLICATIONS 6" VDOT NO. 21A STONE TURN DOWN SLAB DETAIL No Scale POST TO BE DRIVEN (SEE VDOT DETAIL STP-1) �#4 BARS VERT, 12" O.C. #4 BARS LONG. �@ 10" O.C. VARIES 2'-1" MAX. V-13" MIN. - FINISHED GRADE 8" SOLID WHITE LINE 2 2' (TYP.) (TYP.) STRIPING AND SIGNAGE DETAIL "FAN" SHAPED 4'-0" METAL BACKBOARD FINISHED COURT SURFACE 3 16„ 3, V-6" R 4" DIA. GALVANIZED PIPE FORMED UPRIGHT CONC. FOOTING ANCHOR PIN RIM 8 STANDARD BASKETBALL GOAL NO SCALE Z I TYPICAL BASKETBALL COURT LAYOUT No Scale LEGEND ROADS TRAFFIC STOP BAR mSTORM PIPE & STRUCTURE NO. DROP INLET & STRUCTURE NO. �� CURB 0 CURB & GUTTER — —200 — -- EXISTING CONTOUR 200 PROPOSED CONTOUR TC 240.5 PROPOSED SPOT ELEVATION 1Q PARKING COUNT GRADING TC = TOP OF CURB EP = EDGE OF PAVEMENT EX. = EXISTING PROP.=PROPOSED APPROX. = APPROXIMATELY PRESERVED AND MANAGED SLOPES CRITICAL SLOPES a a �•+ � 8a g ,ate TOR AS SHOWN IN PLAN. SLOPE NOT TO EXCEED 1:12� WHEN ALONG SIDEWALK d 6 EP/ FC 1 OR AS SHOWN ON PLAN WHEN NOT ALONG SIDEWALK CURB WIPE DOWN DETAIL No Scale 1.5" DIA. GALV. 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 INSPECAON FRAME W/ SOLID LID (NEENAH R-1975 OR EQUIVALENT) 3" CONCRETE COLLAR CRUSHED STONE BEDDING 6" DI CLEANOUT CLEANOUT DETAIL No Scale FOR DESIGN OF BACKBOARD REFER "NATIONAL FEDERATION OF STATE HIGH SCHOOLS ASSOCIATION" & "THE VA. HIGH SCHOOL LEAGUES" BASKETBALL STRIPING 8' TALL CHAIN LINK FENCE PLUG AT END OF LINE 8' TALL CHAIN LINK FENCE n ------------------------ Jn�n n 10, 8.883, 0.5' ------------ 3.75' 13.75' b I---12 12'� I 4-()]- R6.17' R6' R3.17' R19.75' i 0.5' 10.75' 95' - (4) OUTDOOR BASKETBALL GOALS BACKBOARD/SUPPORT/BASKET WITH NET(SEE DETAIL THIS DWG) 8' TALL CHAIN LINK FENCE & 6' 12' 25' 5' SIDELINE 5' TALL CHAIN GATE (TYP.) TO EDGE OF_LINK FENCE PAVEMENT OUTDOOR BASKETBALL COURT LAYOUT NO SCALE I_ COMPACTED SUBGRADE —\ T 4" MIN. 2" R CONC CURB AND GUTTER CLASS 3A, (fc=3,000 PSI) CONCRETE a as a °d a a 7„ d Q. ° a a a CONTINUE 21B STONE Wwp�p$ BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB VDOT STANDARD CG-6 CURB & GUTTER No Scale 4" VDOT A-3 CONCRETE CONTINUE 21B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB VDOT STANDARD CG-2 CURB No Scale HANDICAP SIGN EOP HANDICAP SIGN LOCATION (VAN) LOCATION (TYP.) 11 0 0 } FACE OF CONCRETE BUMPER I CURB BLOCK ANCHOR WITH PAPER D o MAX.18' 18' 5/8" REBAR IMBEDDED 2/o 24" IN GROUND VDOT 4 SPEC. PAINTED ~4" STRIPE (TYPICAL) 8' 5' 8' 11' S" �� TYPICAL IVAN ACCESSIBLE ACCESSIBLE HANDICAP SPACES REGULAR SPACE TYPICAL PARKING SPACE DETAILS No Scale EXISTING PAVEMENT PROPOSED PAVEMENT H NOTE: PROPOSED a SAWCUT THROUGH a MATCH EX. CROSS PAVEMENT MUST TIE U EX. SURFACE W SLOPE UNLESS OTHERWISE IN WITH EXISTING COURSE X SPECIFIED ON PLANS w & REMOVE W PAVEMENT PAVEMENT 2' MIN. PROPOSED SURFACE 2"+ 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"DIA GALV. 12" MIN RAIL (TYP.)1N I (TYP-) EXTERIOR STAIRS No Scale 4' 44 FIXED BOLLARD DETAIL No Scale 4" DIAMETER STEEL PIPE FILLED WITH CONCRETE. BOLLARD SHALL BE PAINTED YELLOW -PAVEMENT 2'-0" DIAMETER CONC. FOOTING 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 21B STONE VDOT STANDARDS. DENOTES AREA OF CONCRETE SIDEWALK a CONCRETE SIDEWALK PAVEMENT SECTION No Scale EXPANSION JOINT WITH PREMOLDED EXPANSION 1/4" SEALANT FILLER, "ZIP STRIP" OR NON -SLIP BROOM FINISH EQUIV., SEAL WITH WWF 6x6 W2.9xW2.9 SILICONE SEALANT 2„ T 10" 3,000 PSI AIR ENTRAINED PORTLAND CEMENT CONCRETE 6" TYPE 21A STONE COVER / \ / /\\ COMPACTED SUBGRADE (CBR 11.2 DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS HEAVY DUTY CONCRETE SECTION No Scale 2" ASPHALTIC CONCRETE SURFACE COURSE - SM-9.5A 3" INTERMEDIATE BASE COURSE - BM25.OA 0 0 0 0 0 8" TYPE 21-B AGGREGATE SUBBASE COURSE 0 0 0 0 COMPACTED SUBGRADE DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale "�Mf "11114 2" ASPHALTIC CONCRETE SURFACE COURSE - SM-9.5A 8" TYPE 21-B AGGREGATE SUBBASE COURSE YX COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale 1.5%2" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A o EXISTING AGGREGATE BASE COMPACTED SUBGRADE MILL AND OVERLAY SEQUENCE: REMOVE EXISTING ASPHALT. COMPACT AND ROLL TEST EXISTING BASE COURSE. THEN PLACE NEW ASPHALT SURFACE. MILL AND OVERLAY PAVEMENT SECTION No Scale " TYPE 21-B AGGREGATE BASE COURSE COMPACTED SUBGRADE 0 0 o DENOTES GRAVEL SECTION ON PLANS GRAVEL ROAD SECTION No Scale VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com • •00041 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. e��County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 5 Y�yfy t. F� Q CRAIGW. J. KOTARSIIJ Lic. No. 0402048507 8/10/20 _ Checked By Designed By Drawn By C. KOTARSKI K. MELLON K. MELLON ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 NOTES & DETAILS C 1 1 v GRASSPAVE2 ITULONE si la MASS NOT TO SCALE GRASSPAVE2 Firelane Detail Use this detail for delineating a Grasspave2 hrelane D $AN GRAVEL ROAWA �S'LTS XlU]YAucl 11.ra[ PRECAST CONCRETE OR BRICK PAVER F8" ROUNDED coal FIRELANE A , CURB, rot RB, EIGHr VARIES �. �OMPACfED SANDY GRAVEL ROADFnSE One CONI]IEIE FIRFIANE i BUILDING i GTK2T i -�FIRELANE EDGE ___ TRFATMFm AREAS None TIIS1haffi IS SUWAG WU NATURE. TUR1`ERSMALLBPECnY SPAGNGANO MQUI O S. nRFATNIFMS SPACING WILL VARY WmV TURF ttPE, SLOPE, FIRE DFPARTMRM REf,UIRFA4M5. ETC.. GRASSPAVE2 eY INv w e[ea11R.CTyReal Invisible Structures, Inc. GP21i'ireWnei i.dw9 REINFORCED TURF DETAIL No Scale GRPSSPAVE2 FlRELPNE SURFACE MOUNTED U1,11i PE UNIGNi FIXnaE 90hunts t1GHT COMPACTED SANDY GMVEL AOADBASE NVISIB-CE STRUCTURES" 303-233-8383 wvrv,•.invisiblesmaures.com V4.1 _ VDOT CG-6 SEE DETAIL (SEE DETAIL SEE D NEENAH R-4990-LX W/ TYPE D LID (SOLID) EXPANSION JOINT OR APPROVED EQUAL CONCRETE SIDEWALK REBAR TO TIE TO CONCRETE SIDEWALK (SEE DETAIL C1.1) EXPANSION JOINT STORY STAIRS (SEE LANDSCAPE PLANS) CURB CUT 10, CONCRETE CHEEK EXTERIOR STAIRS WITH\� a OUT HANDRAIL d VDOT #21 B STONE BASE UNDER CURB &GUTTER (SEE DETAIL C1.1) 5" #21 B STONE COMPACTED SUBGRADE EXTERIOR STAIRS WITH OUT HANDRAIL (SEE DETAIL C1.1) COMPACTED SUBGRADE BIOFILTER MEDIA CURB CUT & BIOFILTER #3 WATER FEATURE SECTION No Scale PERMEABLE INTERLOCKING CONCRETE PAVER (PICP) SYSTEM - USING AQUA-BRIC 4 "L" A OUTLET PIPE CONCRETE EDGE r� RESTRAINT AROUND 1 B f PERIMETER - JU Cr LI i � L ift . IuRLRDE UPTURNED ELBOW/RAISED OUTLET (OPTIONAL) UNDERDRAIN PLAN VIEW NTS L17slta DESIGNERS SHOULD SPECIFY ONE OF THREE TYPES OF PICP DESIGN INTENT.., FULL INFIL TRA 77ON REQUIRES HIGH INFILTRATION RATES IN THE SUBGRADE AND THEREFORE DOES NOT INCLUDE AN UNDERDRAIN; PAR77AL - INF7LTRATION ALLOWS F INFIL TPA 77ON BUT ALSO i INCLUDES A PIPE UNDERDRAIN all WHICH IS THE MOST COMMON TYPE OF DESIGN; NO INFILTRATION REQUIRES THE USE OF AN IMPERMEABLE LINER THAT PREVENTS INFIL 7RA 7701V. 4d DATE SWM\PAVE EAGLE BAY STORMWATER SYSTEM 18" OBSERVATION WELL, SOLID (NO PERFORATIONS) 4" PVC 12" (MIN.) \`UNDERDRAIN CONCRETE EDGE RESTRAINT AROUND PERIMETER A CLEANOUT/ INSPECTION PORT (TYP.) W_a n % tv�l , BLOCK DIMENSIONS NTS MODIFICATIONS OF DRAWINGS ARE ONLY PERMITTED BY WRITTEN AUTHORIZATION FROM EAGLE BAY 05-01-15 DWG: 1 OF 14 SWM PAVE STANDARD DESIGN EAGLE BAY AQUA-BRIC 4 "L" BILE PAVERS WITH #8 STONE IN JOINTS #8 STONE 4" COMPACTED #57 STONE 12" COMPACTED #2 STONE FILTER FABRIC ON SIDES (TYP.) bib -I III III -I III -III- I= I=_ II - - - ��� TYPICAL SECTION 'A -A' NTS MODIFICATIONS OF DRAWINGS ARE ONLY PERMITTED BY WRITTEN AUTHORIZATION FROM EAGLE BAY 'ITIONAL STONE AS SPECIFIED BASED STRUCTURAL AND HYDROLOGIC DESIGNS DATE: 05-01-15 DWG: 2 OF 14 SWM\PAVE SWM PAVE AQUA"BRIC TYPE 4 11L" EAGLE BAY STORMWATER SYSTEM PERMEABLE PAVERS STANDARD DESIGN PROFILE NEENAH R-4990-LX W/ TYPE D LID (SOLID) OR APPROVED EQUAL EXPANSION JOINT CONCRETE SIDEWALK (SEE DETAIL C1.1) O 4 ° 0 ° d 4n 4 ° d ° 4 A II ° 4" VDOT #21 B STONE BASE NOTE: THIS ITEM MAY BE PRECAST OR CAST IN PLACE. IF CAST IN PLACE, CONCRETE TO BE CLASS A3. IF PRECAST, CONCRETE TO BE 4,000PSI. ACID DRAIN ACO DRAIN 1 111 K:;• t t t KlassikDrain - K200 Galvanized steel edge rail channel system One meter channel Inside view of channel - showing channel ID number I� and knockout if applicable (every 5th channel) J aormtns ® Half meter channel 19.69' (0.5 meter) Z 10.83"(275mm) 0 wrm b 12.80"(325mm) as as 4w 1 1 14.76"(375mm) "(252mm 9.92 39.37' D meter) ) 16.73" (425mm) `I.l •iftl r--"I 7.87" (200mm) t ® 1 8.86" (225mm) 7.87" (2200mm) ea bto O 16.1 (425mm) 15.75" (400mm) Li 6.30"(160mm) 30.24°(26On9U O 2.68" (68mm) O O Knock -outs included on every 5th channel B A B A Type 90ZG In -line catch basin _ 19 69" (500mm) 9.92' (252mm) 22.67 (576mm) 7. 7" (ZO ml Total capaclly = !�i !�i 19 gall0ns Z Z ® a33n wa B O O m 11 •N 0 0 Cs Description Panii No. Invert IMass mars b'st Description PanNo. Invert tMaeine mrs1A bs. K2-00 Neural channel -39.37"(Imp 75041 7,87 200 83.6 K2-28 Sloped channel-39.37"(lm) 75028 13.39 340 113.3 K21 Sloped channel -39.37"(lm) 75001 8.07 205 83.6 K229 Sloped channel 39.37"(1m 75029 13.58 345 114.4 K2 Sloped channel - 39.37" (1m) 75002 8,27 210 84.7 K230 Sloped channel 39.37"Un-P 75030 13.78 35G 115.5 K2-3 Sloped channel 39.37"(1m) 75003 8.46 215 85.8 K2-030Neubral channel-39.37"(Imp 75047 13.78 350 115.5 K2-0 Sloped channel 39 37" Inn ce 1 1 75004 8.66 220 86.9 K2-0303 Neutral channel - 19.69" 0.5m I � 75048 13.78 350 68.0 K2-5 Sloped channel 39.37"(1mR 75005 8.86 225 88.0 K2-31 Sloped channel -39.37'(lm) 75031 13.98 355 116.6 KM Sloped channel 39.37" (1m) 75006 9.06 230 89.1 K232 Sloped channel 39.37" (lm) 75032 14.17 360 117.7 K2-7SIdiedcharm 39.37"(Inn) 75007 9.25 235 90.2 K2-33 Sloped channel-39.37"flm) 75033 14.37 365 118.8 K28 Sloped channel 39.37"(1m) 75008 9.45 240 91.3 K2-34 Sloped channel-39.37"(1m1 75034 14.57 370 119.9 K2A Sloped channel-39.37"hml 71009 9.65 245 92.4 K2-35 Sloped channel-39.37"(1mP 75035 14.76 375 121.0 K2-10 Sloped charnel-39.37"(lmµ' 75010 9,84 250 93.5 K236 Sloped channel -39.37'(that 75036 14.96 380 122.1 K2-010 Neutral channel -39.37"(Imp 75043 9.84 250 93.5 K2-37 Sloped channel -39.37"hm) 75037 15.16 385 123.2 N2-0103 Neutral channel - 19.69" (O.Sm) r 75044 9.84 250 56.0 K2-38 Sloped channel-39.37" Ilml 75038 15.35 390 124.3 K2-11 Sloped channel -39.37'(lm) 75011 10.04 255 94.6 K2-39 Sloped charnel-39.37'(1m) 75039 15.55 395 125.4 K212 Sloped channel-39.37" (Im) 75012 10,24 260 95.7 K240 Sloped channel 39.37" (1nd 75040 15.75 400 126.5 K213 Sloped channel-39.37'(1m) 75013 10.43 265 96.8 K2-040 Neutral channel-39.37"(Imp 75049 15.75 400 126.5 K2 14 Sloped channel -39.37°(lm) 75014 10.63 270 97.9 K2-0403 Neutral channel -19.69"(0.5mP 75050 15.75 400 77.0 K2-15 Sloped channel-39.37"(lml 75015 10.83 275 99.0 K2-901G InAne catch basin-19.69"10.5ri 94611 32,81 833.3 68.0 K2-16 Sloped channel- 39.3r Ind 75016 11.02 280 100.1 K2621G catch basin -19.69" (0.5m)c 94620 37.33 948.1 91,0 K2-17 Sloped channel -39.37'(lm) 75017 11,22 285 101.2 K2631G catch basin -19.69"(Q.5mp 94633 49.33 1252.9 101.0 K218 Sloped channel 39.37" (1m) 75018 11.41 290 102.3 K2 Series 600 optimal plastic riser 99902 - - 10.0 K2-19 Sloped channel - 39.37' Dart 75019 11.61 295 103.4 Foul artap -fits both 900&600 sees basins 90854 - - 1.2 K220 Sloped channel-39.37"(ImP 75020 11,81 300 104.5 Universal end cap 96821 15.71 399 1.4 K2-020 Neutral channel - 39.37" (lmy' 75045 11.81 300 104.5 Debris strainer For 8" bottom knockout 93488 - - 0.2 K2-0203 Neutral channel - 19.69" (01 75046 11.81 300 64.0 K24nstallatlon device 97478 - - 2.8 K221 Sloped channel -39.37'(lm) 75021 12.01 305 105.6 Grate removal tool 01318 - - 0.3 K222 Sloped channel-39.37"(Im) 75022 12.20 310 106.7 K2QuickLok locking bar 10457 - - 0.5 K2-23 Sloped channel -39.37'Inn) 75023 12.40 315 107.8 K224 Sloped channel - 39.3T (1m) 75024 12.60 320 108.9 K2-25 Sloped channel - 39.37' (IMP 75025 12.80 325 110.0 K2-26 Sloped channel - 39.37' Dan) 75026 12.99 330 111.1 K2-27 Sloped channel -39.37"Ilm1 75027 13.19 335 112.2 Y- O • [rl • lJ Notes; f� 1. This chanml offers a bottom knockout handles; 4" & V round 2. Imerts sholm are for the mad and; for female intent depth subtract 5mm (4.21 from the mob hot (except for neutral channels, where it Will be same as male irve0. End Cap • Ti • To calculafo the overall channel depth add 25nm (=1.01 to invent depth. 3. This catch basin kit includes a polymer concrete top, removable Quicklok locking bar, trash bucket and plastic base. Select an appropriate grate. Outlet flow rates 0.20'15mni U ' ` V 4. This catch basin kit includes a polymer concrete top, removable Cull locking bar, deep trash bucket, plastic rise and plastic base. Select an appropriate grate. Outlet Product Outlet size (Sch. 40) Invert Depth GPM CFS A Bottom outlet- K2-00 4" round 7.87" 153 0.34 A Bottom outlet - K2-040 4" round 15.75" 216 0.48 B Bottom outlet 4t2-00 6" round 7.87" 344 0.77 8 Bottom outlet - K2-040 6" round 15.75" 486 1.08 C End outlet - K2-00 4" round 7.87" 132 0.29 C End outlet -K240 4" round 15.75" 202 0.45 D End outlet - K2-10 6" round 9.84" 320 0.71 D End outlet -K240 6" round 15.75" 437 0.97 E Type K2-902G 4" round 25.33" 263 0.59 F Type K2-902G 4" round 31.83" 297 0.66 G Type K2-902G 4" round 23.76" 254 0.57 N Type K2-902G 6" round 31.83" 658 1.47 1 Type K2-902G 4" round 23.91" 255 0.57 I Type K2-902G 4" round 30.40" 290 0.65 K Type K2-902G 6" round 24.68" 570 1.27 L Type K2-902G 4" round 24.13" 256 0.57 M Type K2-902G 6" round 31.82" 658 1.47 N Type K2-902G 4" round 3L26" 294 0.66 0 Type K2-902G 6" round 31.26" 651 1.45 p Type K2-902G 8" round 31.82" 1149 2.56 Q Type K2-902G 6" round 30.32" 640 1.43 R Type K2-902G 4" round 23.19" 251 0.56 5 Type K2-902G 4" round 29.90" 288 0.64 Nob: These are the pipe flaw rates at the specified outlet, ;g3 NOT channel flow nte"Tatch ELD '- basin flaw rates are wRheat EE Bell eM trbveket redauces nwvtasn pT a o a' Scn. Calls (on `1 e40 plDe "� J 1 25'132mm) O O U U - ACO, Inc. SPEC Northeast Sales Office West Sales Office Southeast Sales Office Electronic Contact: 4211 Pleasant Road infoOACODrain.us 9470 Pinecone Drive 825 W. Beechcraft St. Mentor, ON 44060 Casa Grande, AZ 85122 Fort MITI, SC 29708 wiewACODrain.us Tel: (440) 639-7230 Tel: (520) 421-9988 Toil free: (800) 5434764 on Toll free: (800) 5434764 Toll Free: (888) 490-9552 Fax: (8031802-1063 Milo Fax: (440) 639-7235 Fax: (520) 421-9899 ' amby ftco dtltt .R',S sees vb,lllytoeaWmestablliryandsafelyplpm tfc b¢omun .1m. seee�o5d0checous April 2018 April 2018 ACO DRAIN ACO DRAIN KlassikDrain - KS100 Stainless steel edge rail channel system One meter channel LRI ff Half meter channel 19b9'(SWmm) t I � Am nnax,mp O 3933-(I memo ay,. _ 11aT"U c�A 1 �i `✓ I • vi as 4v mi A9r y.A `I.4 rt Knockouts included on every 5th channel 4" YHaU knock -out A O Type K9015 In -line catch basin II�� . 6"-loro[k iii �l llawmml r. ,�m-IMPaZmM ^, pr`nm, som 01 •!y aNy a 'N •i�l Ttl -1049 II V It Description Part No. haet Inches rtrcnc Weight Lbs. Description Part No. Im d Inche52' mnl'--' Weight Lbs. KS1-00 Neutral channel -39.37"(Imp' 74441 3.94 100 28.1 KSI-28 Sloped channel -39.37"(lm) 74428 9.45 240 49.8 KS1-1 Sloped channel -39.37"(that 74401 4.13 105 28.1 KSI-29 Sloped Channel -39.37"(Im) 74429 9.65. 245 50.6 KS1-2 Sloped channel -39.37"Uml 74402 4.33 110 28.9 KS1-30 Sloped channd-39.37"(1m)m_ 74430 9.84 250 51.4 KSI-3 Sloped channel-39.37" th l 74403 4.53 115 29.7 K61-030 Neutral channd - 39.31 "(im)z 74447 9.84 250 51.4 KS14 Sloped channel 39.37"(1m) 74404 4.72 120 30.5 KS143M Neutral dland-19.69"(05ni 74448 9.84 250 24.0 KSI-5 Sloped channel 39.37"(Im)0 74405 4.92 125 31.3 KSI-31 Sloped channel-39.37"(lm) 74431 10.04 255 522 KS16 Sloped channel 39.37"Unt) 74406 5.12 130 32.1 KS1-32 Sloped channel-39.37"(lm) 74432 10.24 260 53.0 KSI-7 Sloped channel -39.37"(lm) 74407 5.31 135 32.9 KSI-33.Sloped channel -39.37"(1m) 74433 10.43 53.8 KSI8 Sloped channel -39.37"(lm) 74408 5.51 140 33.7 ll l Sloped channel -39.3T(1m) 74434 10.63 _265 270 54.6 KSI-9 Sloped channel -39.37"(lrail 74409 5.71 145 34.5 KSI-35 Sloped channel -39.37"(1MP 74435 10.83 275 55.4 KSI.10 Sloped channel-39.37"(lmP 74410 5.91 150 35.3 KSI-36 Sloped channel-39.37"(Im) 74436 11.02 280 56.2 KSI-010 Neutral channel -39.37"(Imp 74443 5.91 150 35.3 KSI-37 Sloped channel 39.37"(Im) 74437 11.22 285 57.0 K51-0103 Neutral chard-19.69-(0.5mP 74444 5.91 150 17.0 KS1-38 Sloped channel -39.37"(lm) 74438 11.42 290 57.9 KSI-11 Sloped channel - 39.37" (1m) 74411 6.10 155 36.1 KSI-39 Sloped channel 39.370m) 74439 11.61 295 58.7 KSM2 Sloped channel -39.37"(lm) 74412 6.30 160 36.9 KSI40 Sloped channel-39.37"Oanµ' 74440 11.81 300 59.5 KS1-13 Sloped channel -39.37"(lm) 74413 6.50 165 37.7 KSI-040 Neutral channel -39.37"(Imp 74449 11.81 300 59.5 KSI-14 Sloped channel -39.37"(lm) 74414 6.69 170 38.5 KS1-0403 Neutral channel -19.69"(0.5mp 74450 11.81 300 27.5 KSI-15 Sloped channel - 39.37"ImP 74415 6.89 175 39.3 KS1901SIrhine catch basin 19.69"(0.50 94609 27.63 702 52.6 KSI-16 Sloped channel. 39.37"(1m) 74416 7.09 180 40.1 KSI621SCatch basin-19.69"(0.5mP 94618 28.86 733 55.8 KS1-17 Sloped channel 39.37"(1m) 74417 7.28 185 40.9 KSI631S catch basin -19.69"(Q5mP 94632 40.86 1038 65.8 KSI-18 Sloped channel 39.37" (lm) 74418 7.48 190 41.7 Series 600 Optional plastic riser 99902 - - 10.0 KSI-19 Slopedchannel 39.37"(lm) 74419 7.68 195 42.5 Foul air trap -fits both 900& 600 series basins 90854 - - 1.2 KSI-20 Sloped channel 39.37" (1mP 74420 7.87 200 43.4 KS1.304,66" Ir Cap 96844 9.84 250 5.2 KSI-020 Neural channel -39.37"(Imp 74445 7.87 200 43.4 KS1-30866"Outlet Cap Sal 9.84 250 5.0 KSI.Ol Neutral charand-19.69'(0.5my' 74446 7.87 200 20.5 KS140466' Inlet Cap 96846 11.81 300 6.0 KSI-21 Sloped channel -39.37"(Inch 74421 8.07 205 44.2 KS140866"Outlet Cap 96847 1181 300 5B KSI-22 Sloped channel -39.37"(lm) 74422 8.27 210 45.0 Universal end cap 96822 11.81 300 0.4 KS1-23 Sloped channel - 39.37" (lm) 74423 8.46 215 45.8 Debris strainer for 4" bottom knockout 93488 - - 0.2 KSI.24 Sloped channel -39.37'(lm) 74424 8.66 220 46.6 W Oval to 6' round outlet adapter 95140 - - 1.1 KS1-25 Sloped channel - 39.37" (1mP 74425 8.86 225 47.4 KI-hstallation device 97477 - 2.8 KSI-26 Sloped chard- 39.37" Iml 74426 9.06 230 48.2 Grate removal tool 01318 - - 0.3 KSI-27 Sloped channel -39.37"(lm) 74427 9.25 235 49.0 K1Quil locking bar 02899 - 0.1 o a capacity - ga ors. 11!►1 as Wl Notes: Outlet flow rates 6" Oval inlet cap End Cap 1. This channd offers a bottom Imockoutfeatu ri 4" round/6" oval. 2. lovers for the for female invert depth Sol (=0.21 from the male intent (except Or d be ima 1. shown are male end; subtract rled uchannels, where YAK same as mad Outlet Product Outlet size Invert GPM CFS 3.94" 108 0.24 A Bottom outlet -KS40 4" round 11.81" 187 0.42 B Bottom outlet KS00 6" oval 3.94" 177 0.39 B Bottom outlet -KS40 6" oval 11.81" 306 0.68 C_ End outlet- KS20 4" round 7.87" 132 0.29 C End outlet- KS40 4" round 11.81" 171 0,38 D K31-3086 6" outlet cap 6" oval 9.84" 233 0.52 E KS140845 6" outlet cap 6" oval IL81" 264 0.59 F Type KS1-901S _ 4" round 19.30" 226 0.50 G Type KSI-901S 4" round 25.67" 265 0.59 R Type KSI-901S _ 4" round 25.30" 263 0.59 1 Type KS1-901S 4" round 18.56" 222 0.49 1 Type KSI-901S 6" round 25.85" 586 1.30 K Type 1(31.901S 4" round 26.43" 269 0.60 L Type KSI-901S 4" round 19.36" 227 0.51 M Type KSI-901S 6" round 27.30" 604 1.35 N Type KSI-901S 6" round 19.99" 505 1.12 0 Type KSI-901S 8" round 27.30' 1051 2.34 P Type KS1-901S 6" round 26.43" 593 1.32 Q Type KSI-901S 4" round 27.17" 273 0.61 R Type KS1-901S _ 4" round 20.68" 235 0.52- S Type KS1-901S 4" round 18.99" 224 0.50 T Type KS1-901S 6" round 27.17" 602 1.34 12.61"(320mm) rr� vJ O O 6" Oval outlet cap r _ K1-308-64'v V D 10:6f270mm1hall K1.408.6 C E 12.61" (320mm) _ ACO PolymerOffcCF, Inc. SPEC - Northeast Saleses Office West Sales Office Southeast Sales Office Follow us on ` t 9470 Pinecone Drive 825 W. Beechcraft Sit Pleasant RoadIn Mentor, OR 44060 Casa Grande, AZ 85122 Fort Mill, SC 29708 U Tel' (440) 639-7230 Tel: 421-9988 Toll free: (800) 5434764 Electronic Content: Note: These are the pipe flow rates athe specified outlet, NOT channel flow miss. Catch basin Row rates are without trash burket-using trash bucket reduces dew. 8 12.61"(320mm) rr� vJ O O 6" Oval outlet cap r _ K1-308-64'v V D 10:6f270mm1hall K1.408.6 C E 12.61" (320mm) _ ACO PolymerOffcCF, Inc. SPEC - Northeast Saleses Office West Sales Office Southeast Sales Office Follow us on ` t 9470 Pinecone Drive 825 W. Beechcraft Sit Pleasant RoadIn Mentor, OR 44060 Casa Grande, AZ 85122 Fort Mill, SC 29708 U Tel' (440) 639-7230 Tel: 421-9988 Toll free: (800) 5434764 Electronic Content: Note: These are the pipe flow rates athe specified outlet, NOT channel flow miss. Catch basin Row rates are without trash burket-using trash bucket reduces dew. 8 Toll free: (800) 5434764 Toll Free: (888) 490-9552 Fax: (803) 802-1063 dfo®ACODrain.us Fax: (440) 639-7235 Fax: (520) 421-9899 wvw.ACODrain.us ® SepkmpM2n16 Aep Pgyrrer PMIS6, Irt. This IMormeWn IS beReaM to acwale W it h uteealanRetl ro be 50. We cannM aswme INNII1yfq resuMs rbMbyYrIN pbtans will- our pmtlu[t silCemndUnrs of use are beyond IM1e [pMml NNe company. ttis nM1e customeR responAbddy la ¢valuane suRabilM1y anE safety M prplud far M1iz eemuse. ACO Ppn'merhWucts m[. reservesme nFN to WlaeMe ppduttaM specMcauons rhmolR notice. Nil O September 2016 vi vuwACd3 Ora in.tss September 2016 5C0 K200 DRAIN No Scale VMDO VMDO Architects 200 E Market Street Charlottesville, VA 22902 434,216.5684 vmdo.com •40*000 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • Cbemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 3 t. �i J{ ;6�" x� 'a 0 Q CRAIG W. J. KOTARS1'J > Lie. No.. 0402048507 Checked By C. KOTARSKI Designed By K. MELLON Drawn By K. MELLON ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 NOTES & DETAILS PERMEABLE PAVER DETAIL No Scale Cl..2 FRAME & COVER SEE FIG. S-1-D, E STREET SURFACE OR 'NON -PAVED AREA SLOPED AREA 2'_p^ RUBBER COATED STEEL STEPS 1'-0" MAX e > CAST IN PLACE �- PRECAST REINFORCED CONCRETE SECTIONS WITH NOW RING SEALS OR APPROVED EQUAL 3'-0" MIN e THE DROP CONNECTION SHALL BE e DUCTILE IRON PIPE CLASS 50 5" BACKFILLED IN 6" LAYERS AN COMPACTED BY HAND TAMPERS OR 12 MIN BACKFILLED WITH SELF -COMPACTING 16" MAX STONE. 5" .0 MINIMUM ELEVATION DIFFERENCE 12-MIN 12"MIN ACROSS M.H. FROM INLET TO VI 0 OUTLET SHALL BE 0.20 FEET °. A FILLETED INVERT FOR A SMOOTH A IL " TRANSITION OF FLOW BETWEEN y p. AA INLET & OULET PIPE SHALL BE •' A°!Qt -!t PROVIDED. 3/4 DIA OF LARGEST PIPE IN MANHOLE MIN. 6" BEDDING WITH NO. 68 STONE NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES. TYPICAL MANHOLE WITH DROP CONNECTION NTS FIG. S-1-C TD-28 PLACE 5' GALVANIZED WITNESS POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS b AS DIRECTED. MARKER LOCATION MAY BE SUBJECT a TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE -� 0 ADJUSTABLE TRAFFIC RATED VALVE BOX W/ LID II L LL a Z_ N M.J. GATE VALVE llliil�l)s11�, �-�1 c11':i7Y17 250E P.S.I. CONCRETE �' d THRUST BLOCK . d d C d d a .. 2'x 2' BEARING AREA. NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 I WATER VARIES ML31MAIINLU JUIINI FII IINGJ TO METER BOX (SEE FIG. W-6A THRU W-7E). 7-2" COPPER 4" PLUG THREADED FOR 2" COMPRESSION FITTING NOTES: • GATE VALVE WILL BE4" UNLESS OTHERWISE SPECIFIED BYTHE ACSA. • SERVICE LINE TOCONNECTATMAIN WITH X"x4"TEE. • REFER TO FIG. W-3 FOR THRUST BLOCK DErAILS ON TEE. • REFER TO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT, USE PLASTIC SHEETING AS PROTECnON FOR BOLTS. '• USE 2500PS.I.CONCRETE. LARGE METER SERVICE LINE NITS FIG. W-BC TD-12 PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V, SECTION G OF THESE SPECIFICATIONS. l , 4 SET DOGHOUSE BASE•'° ON CONCRETE BLOCKS .4' DOGHOUSE OPENING SHALL • '"4 ' i' BE PREFORMED BY 4 MANUFACTURER OR SAW CUT TO FIT PIPE .. OUTSIDE DIAMATER ' •° ...:• PLUS 6". 8"x8"x16" AND 4"x8"x16" '-N' SOLID CONCRETE BLOCKS CEN WALLE(4 EACH'RIII .. .... MANHOLE ABOVE BASE SHALL BE CONSTRUCTED AS SHOWN ON FIGURE S-1-A ...•..•. 1 • 1 /100 ❖.•:::.•.• '• • • • C TD-26 _ EXISTING SANITARY SEWER PIPE MIN. 12" CLEARANCE BETWEEN EXISTING PIPE AND STONE BEDDING THICK VDOT No. N°. 68 STONE BEDDING DOGHOUSE MANHOLE BASE METER SIZE DIMENSION A DIMENSION B DIMENSION C 1 1/2' 311' 510' 3'8' 2' 3'1' 510' 318' 3' 5' MIN. 4' 5' MIN, 12' MIN. ' GREATER THAN 4' PROPOSALS WILL BE SUBMITTED, DOOR HINGES i � I I 1 I I I I I I I I I I I LIFT HANDLE L---------------- TYPICAL METER VAULT N.T.S. FIG. W-7A FILL DOGHOUSE OPENING AROUND EXISTING PIPE WITH 3,000 PSI CONCRETE OR NON -SHRINKING GROUT SIDE VIEW .75' DIAMETER DRILLED IDLE P13R TOUCH READ )NITS, TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH 24' X 360 4LUMINUM ACCESS iATCH NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS 6" X 6" TEE 250E P.S.I. CONCRETE BASE AND THRUST ; ';'`':':'li�•)jIAA A:`.�' �' BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBED OJ� WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 2�•'GA10E OR DIVE tic" HE%IDEA SQUARE TUBE SIGN POST �'• HEXHEAD IU • I6 GRAE B SERRATED/2• - 13 GRADE 8 LMIGE NUT / UPPER SUP BASE OR ITO - GGRACEB • WCAST RON ITH SUP BASE TORQUEE TREE BOLT WEDGE (SEE NOTE II (SEE OETALS) . � TORQUE FREE BOI ISEE NOTE 1) '� % 1N" FILLET WELD $"-13 USS FLAT WASH, %13 USS FLAT WASHER HARDENED, TEFLON COAT WASHER SHIM MADE 8 LARD fIIVIQ FLANGED x 3112"SHOULDER LDEDE 8 FLMGEO SHOULDER BOLT HARDENED, TEFLON COATED WASHER SHIM N STP-1 " MAXMUM STUB HEIGHT R%(' RECOMMENDED HI SLIP BASE BREAKAWAY PROFILE DETAIL FLAT WASHER Il ERNIF R I MOO FI ANf.F MIT SLIP BASE BREAKAWAY DETAIL MATERIALS: TUBE RECEIVER - 3" x 3" . T GAUGE ISTM A500 GRADE B TUBE PLATE - ASTM M72 GRADE 50 DN VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com •0•0004 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • bemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 R DN A SOIL F 0.31251' R •y 'R w C MINIMUM WALL F THICKNESS IS 0.3{" Q w 0 REDI-TORQUE MULTI -DIRECTIONAL BOLT ON SAE1035 STEEL FORGING SLIP BASE TOP FOR 21/a' SQUARE POST WITH Checked By CAST IRON LOCKING WEDGE )'r HER 2Y." r" Designed By TOP POST RECEIVER/ HEAD FOR 2%2' SQUARE POST #R*-:17' Drawn By NOTES: THREADS V. 1. TIGHTEN THE TORQUE FREE BOLT USING THE LARGER Y. HEX HEAD, HEAD THEN LOOSEN THE BOLTS BY THREE COMPLETE TURNS USING THE 1'4" HEX HEAD. RETIGHTEN EACH TORQUE BOLT USING THE SMALLER RA^ TORQUE FREE MATCH PLATE HARDWARE HEX HEAD UNTIL THE tic'• HEX HEAD TWISTS OFF. SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING Is ON FILE N THE CENTRAL OFFICE. \V= REFERENCE SQUARE TUBE SIGN POST ROAD AND BADGE STANDARDS 700 FOUNDATION TYPE B AND C DETAILS REVISION DATE SHEET 7 of 12 VIRGINIA DEPARTMENT OF TRANSPORTATION NEW 01/15 1321.15 R F C CG-12 I NOTE = COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES. AREA N SQUARE YAROSI GENERAL NOTES' DETECTABELE WARNING SLURF2ACER( REA IN SQUARE FEET) 1. THE DETECTABLE WARNING SHALL E PROVIDED BY TRUNCATED DOMES. EACH OF THE PROVE ITEMS 15 A SEPARATE PAY ITEM AND SHOULD 2. OETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR BE SUMMARIZED FOR EACH CURB CUT RAMP. DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 1211 MAX THE REQUIREMENTS OF THE SPECIAL PROV19ON FOR CG-12 DETECTABLE 48n MAX WARNING SURFACE AND SHALL E SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 4' FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JONT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST. HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST N PLACE AFTER PLACEMENT OF IO1 No PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A 5. REQUIRED BARS PRE TO BE NO,5 x 8" PLACED TCENTER TO CENTER ALONG BOTH SIDES OF THFI RAMP FLOOR,MID-DEPTH OF RAM FLOOR. MINIMUM PERPENDICULAR CONCRETE COVER 1/z". S. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPSv`➢R�/KS'�'YJ�.ZYr`i'�J,ASI'( PRE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. ccCRNT'BiCwWJK%Q�P/,j.!erY 4+1 5'MN 7. CURB RAMPS ARE TO E LOCATED AS SHOWN ON THE PLANS OR As DIRECTED ' WYp 1lw 12'1� T BY THE ENGINEER. THEY ME TO E PROVIDED AT INTERSECTIONS WHEREVER 121 MAX AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING. PROPOSED. OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE 8 FIRE HYDRANTS, DROPHINILETS, ETC. STOPVEHICLE LINES. ROUTES PROVIDEHT OAE CONTINUOUS PARALLEL UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL AND EUSED SSIBLEBY ESTRIANSp FACILITY THAT CM BE APPROACHED, ENTERED��. �VjryA'TIL Y"AI 1.' I" 8. RAMPS MAY E PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT _ t THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND 1211 MV ; eP PERPENDICULAR TO ATTHE CUCONNECTION OF THE LURE OPENING 15 S1MNI T, 4 x x Xp v I 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RAIDICANNOT \ice ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK qMN TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE HEAVY qi 1. , 2" HIGHER THAN TRUCK iRMFICt FOR CONCRETE DEPTH. EDGE OF PAVEMENT 10. WHEN CURB RAMPS PRE USED IN CONJUNCTION WITH A SHARED USE PATH, AT I(8( . SAME AS TOP OF CURB THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (OAGONA I. TYPE C A 4' x 4LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. TARS 4'. 4' LANDING AREA MAY INCLUDE THE GUTTER PAR. TRUNCATED DOME 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF .6"-2.4" C-C CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE WARNING SURFACE SHALL HAVE A FACTORY RADUS OR E FIELD 0 0 0 0 0 0 -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH THE BACK OF CURB. - A 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O O O O LANDING RAMP 60 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �a + 0 0 0 0 0 0 0 0 0 0 0 0 0 0 E O O O G O D O 0 0 0 0 0 0 0 0 40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 r11. � t, Aa WINE Q CRAIG W J. KOTARS 11J > Lic. No.. 0402048507 ,V" 8/10/20 F C. KOTARSKI K. MELLON K. MELLON 50X-65Y. OF BASE DIAMETER 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 DETECTABLE WARNING d I ISSUES AND REVISIONS AT BACK OF CURB I 1 09"-1 {•' VARIABLE FULL WIpiR OF RAMP FLOOR SEE NOTE 12. 8 DI TE DETECTABLE WARNING PAY uMTs TRUNCATED DOME DETECTABLE WARNING NO. SUBMITTAL DATE INSTALLED ON A RADIUS DETAIL DETAIL 1 FINAL SITE PLAN 8 WPO PLAN SUBMISSION 10.AUG.2020 �voErr CG-12 DETECTABLE WARNING SURFACE SR E A ROAD AND BRIDGE STANDARDSID EFERENCEN SHEET I OF 5 1 REVISION DATE (GENERAL NOTES) 105 07/15 VIRGNIA DEPARTMENT OF TRANSPORTATION 502 203.05 CG-12 T S A 5' MN •5 DOWELS. B" LONG ~ PERMISSIBLE 1s%- AT 12" L-C 5'MIN. CONSTRUCTION JOINT qn Muc 6'a\ 4MM 12 1 MAX '+5 B B MAX 1 WITH BUFFER STRIP L RAMP RAMP 5'MIN (SEE TABLE) A f1E TABLE) 1`2� ' TRUNCATED COMES Oe1 = >. iO I MIN SEE SHEET IOF 5 FOR DETAILS T R 5' O" MIN SHAPE TO MATCH FACE OF ROADWAY CURB BALK OF CURB 4 :1 WITH BUFFER STRIP 2011 40 + 1 5' MIN z•MIN. SECTION A-AJ 777;1T.OU' 16 BUFFER STRIP PERMISSIBLE CONSTRUCTION N CROSSWALK I 0 0= 1 SECTION B-B -. .- CROSSWALK ET 11 �\ A.'S NVREL"RIGRWA WTLIE OF TRAVELWAY �/ IR U. RE %INWARD FOR CROSSWALK PERRIVIND IAAR CRGVWMVK WITHIN TIE ARMED NOTES SEE SHEET'1'OFO 5E5 ON THE DETECTABLE WARNING SURFACE. CROSSWALK AREA TYPICAL PLACEMENT THE REQUIRED LENGTH OF A PARALLEL RAMP 61G Is LIMITED TO 15 FEET. REGARDLESS OF THE AT INTERSECTION 4 SLOPE. LAID c .en uM WITHIN CROSSWALK FORD TYPE 9 PARALLEL APPLICATION ROADWAY GRADE IN MINIMUM RAMP LENGTH IN FEET 9" CURB F 6" CURB 0 4 6 1 5 2 s e 3 8 B 4 8 2 5 0 5 6 R 15 XV DETT ROM AND BRIDGE STANDARDS IEET 3 OF 5 REVISION DA' 203.0] 07/15 DIAGONAL PLACEMENT �� R 15•MN k A .'SOIIIRE IMN YEA DIIiSWE OL' ianVELWAY A C SOIIME LANDING AREA 0RDs5w 41KL SIDE THENtOviDEO FOR OIITYCE OF iRPVELWAY PERPERON.NNCIILPi CROSSWYN SHAL E PROVIDED FOR 490AWN IAEAANNEO K PERPENOICU M CROSSWALK WITH BUFFER STRIP cRDSSWA. WITHN ONE MARKED CROSSWALK AREA CG-12 DETECTABLE WARNING SURFACE SPECIFIC, REFEREEREI TYPE 8 (PARALLEL) APPLICATION 105 VIRGNIA DEPARTMENT OF TRANSPORTATION 502 NOTES & DETAILS C13 TD-9 TD-14 MHO TOP-689.33' INV. IN= 83.6' 15":RCP (NJ: : I%' / \ / , 692- INV. IN >• =6 40>•' 1; " DPE:(W) INV 613'4`:(8LDJ: . i- CONC 'co-N//c.INO60.'40'15"RCPCONC ` - - con 3'(W)DOOR CANQpY FFE=693.4V COLUMN (THRESHOLD) j1GYP) 1.0'0 TYP.MHS TOP=68b 96' 3' (W) DOOR7 INV. I5=673.74' PVC-LAT' (BREE2 690 INV'1N=67344'8':PVC NW)IF IA1'V. OUT=673.20'8"PVC < Nil SDINLET(GRATE) TOP=689.00' CO 3'(W) DOORINV OUT=685.00'15"RCP f coNcI UGP- .l (THRESHOLD) ��EC 4OT6 b Imo� �(% >•t /M MMMM TOPS9284- II I I I II/ I II I I II I I0 II I/I I aI I I I III/I IzI II C' �O N ' _?C✓ . I 1 \ -I I i> `�lE oI\2p / /\ / -_,-- _- \_ (lB/ _\0\ \ /T _ \ =/ I G-\ 9I '0 _ ` 4^IIII I III -I� I' \ II � / 0T I I -_- -- _ / -_ i-_�' I I � ELECINLET VAULT G(W)DBL. DOOR FFE=693.44' 6"DE6 3'(W) DOOR CONC. 0 FFE=693.43' EI 6'(W) DBL. DOOR CONC.. LU UGP-(V�) PLANTER(TYP)LEVEL Y BLD LINE 6'(W) DBL. DOOR / 0NYLOTOP=691.85 V) I BACK-FLeW > I INVOUT=68730'12"HOPE FFE=693.43' N PRErTEIF ELE LI t COOLING I TOWER ON / 6g5�CONC. PAD ;(2) WTR. vau[6'(W) DBL. DOOR / MULTI -LEVEL FFE=70233' MASONRY,BLOCK& FRAME SCHOOL FACILITYr CROZETES.d (1407 CROZETAVENUE) () . FFE=702.35' 15'WIDTH UNYRGROUND UTILITYEASEMEN/FORVIRGIN CONC STEPS ELECTRIC POWER COMPNY 44Z PINE 2DS. DB 11310 3 RISERS BL ( DOOR - - - - -- CONC. a INC WALL CONC. y SI01 -701 SWK 0 TOP=69805' b INV 6815" Pl INVOU680.25'SPVC \1SiP1NE 12" DEC 8"BEC 8"DEC CURB CON SWK CURB EP W SD CURB L=/(TE TO69602FK) IN ..OUT=6X.37'15"RCP 8 �GUG2 4„- x I -UGPCONC. SWK i5' RCP CONC. DEC (12SPACES) SO CURB W/MWD(5 TOP=696.62' INV. IN=691.9215"RCP INV OUT=691.87'115"RCP ASPHALT I (12SPACES) (5SPACES) CURB -- --/,/I 4 LUGP- � 12" DEC CURB EP FT I EP X CURB LLJ TMP�6-64 , t 7�RONT SETBACK ROBERTS. & BLAR. A\DERSO, C- - - (•. DB. IH\ P1\Il-8\�\ 7I T-1I,\-PI\ I/ GI .I`I3I \4 �II III IIII II I I --✓ _- \II II UJtII I IB /- -_ _-- -`° _-- --d\ \ --° _-_-1 o 1 -'-goy - �-\_ _-_-_`` - ZONED' RA(RUPALA*AS) --------- - - - - -- --703- - - - -- - _- ,- \-\ -/ - - - - \-/ /8` 1200 'W� AJ/TE!Rl L'I_ NE/-E/\ ASJ1= E\5BM " 9//Q8E .MW Q --- - - - FOR AL&VARLE COUNTY SERVICE AUTHORITY DB.\63, PG. 28 8" DEC 8"DEC -UFO UFOP1 \ /\- / I - _I \ UF_O 12" 12" DEC APPROX. TREE DRIPLINE(TYP.) VARIABLE WIDTH POLE LINE INV(IN) EASEMENTFOR VIRGINIA ELECTRIC POWER COMPANY DB, 1101, PG. 310 54W�56' ��N11 20 5EEP3_, ___ ____-_______�•rWANAGEQJ__ _ FROZEVENUETAo EP VSAN ROUTE STA- _- -\I - (VAR. WIDTH'RW / 1� GRAVEL dH0 \ D8.1096, PG.741 ENTR. / MHS EP / TOP=704.14' \ / / INV. 1N=692.25'8"PVC � � 106- INV. OUT=692.03' EP d CONC ' CONC S7 - CANOPY \ER TMP 56A1-1-73B2 LL ST GEORGE PROPERTIES. LLC i` 18"DE6. \ t �\ ` \ \ ` ` ` \ \ \ - _ \ OD PED. \ \ l o \ \ \ \ \ \\\ \ \\ ' \ \ \ \ E \ \ \ \ \ \ \ \ / ZONED.' R2 V Aw) 3' (W) DOOR COAL /\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ b Zbs \ \ \ \ \ \\\ \\ \\ I \ FFE=693.45' \ \ \ Q \ \ \ \ \\\ \ \\ I \ (rHREsrlO[D) \\ \\ \ \\ \\ \\ \\ \ \\ \� � �� 6,\\y�\ I f ' COLUMN \ �'p U\ . \ \ I MHS ' 1.0'k7TYP. 1 \ ` '6, \ \ \ \ 6, \ \ \ \ \ T \ \ 6] \ \ \ \ \ \\\ \ \\\ I Q \ \ .90 \ \ \ \ \ 8S \ \ �\ \ \ \ \ !fl \\ \ \ S` \ \ \ \ \ \ \ \ \ I I tD TOP=676.13' 'Ay 3'(WJ \ \ \ \ \ \1� \ \\ INV. IN=665. 85'8"PVC J DOOR \ \ \ \ \ \ \ (\ 5��,� \ \ \ \ \ 8-PVC \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \I \\ \ \\ \ I \ INV OUT=66563'8"PVC C, \ \ \ \ \ \ \ \ \ \ IN ✓\.84' \ \ \ \ \ \ \ \ \ \\ \ \ I I I Zn \ \ \ \ \ \ \ \ \ 12" DCC \ \ III I I I/ G y ^ \ \ \> ® \ \ \ \ \ 1 I I I 1 \ \ \ \\ \ \ \�\ \ \ \\ \ \ \\ \ 1 I I II I II I it I( q \ 3' (W) DOOR \ \ \ \ \ C\ \ \ ® I I I \ \ \ \ \ �\ \ \� \ \ \ I I II It I I CONC. FFE=693.45' \ \ 3' (W) DOOR \ \ \ \ &"QaDP=69283' (THRESHOLD) FFE=681.36' MECH. ROT=689 90' \ (BSMT.) YARD \ \ \ \ \ \ I n I I \ \ \ ` \fv1ATCHLINE -SEE SF�€ET C2.1 I o MMMMM FFE=693.42'L1 0 ® \ \ (2) HVAC ON FFE=704.2T L2 \ WOOD TOP=690..82' ) \ CONC PAD \ \STEP\S \� \ \ \ \ \ \\ \\ \ \ \ aor=ssGso' i \ \ W(RAIL` � \ \ \ \ \ \ � \ \ I I \ \ \ \ \ \ \ \ J \ 0 6' (W) DBL. DOOR I \ \ \ \ \ \ \ \ \ \ \ 1 I \ \ \ \ \ \ \k coNc FFE=693.43' co(�c WALL \ \ \ \ \ \ \ \ \ 2 \ \ \ \ \ F o.6i'(W) \ • \ \ \ \ \ \ \ \ \\ °s I \ I 11 \ \\\\ \ \ \ 3' (W) DOOR 6' (W) DBL DOOR (GROUND) FFE=693.43' FFE=693.40' LEVEL 1 \ , STAIR I - _ _� \ \ \ \ \ \ \ \ \ y \I 1 \ \\ \ BLD LINE ® ® / - -- '(W) DBL DOOR FE=693.43' 3' (WJ DOOR (3N0„DEC FFE=693.62'\\AAN TMP 56-64EI'OUNTYSCHOOL BOARD OF\ o` I 1 1 \ l \ m \ \�\ BEMARLE COUNTY, VIRGINIA 1 DS. 1044, PG. 498 CONC. I I DB. 1098. PG. 703 STAIRS 1 ?ONED: RA (RURAL AREAS) W/ RAIL w I \ \ 1 \ \ \,N 1, GOAL 1 GOAL 1 1 I I A m I 6' (W) DBL. DOOR \ ASPHALT 11 1 FFE=704.32' F (W) DBL. DOOR CONC. \se I, 11 I I I I I I \ 1 \ \ M66' \ \ \\ \ \ \ 1 \ \ I FFE=704.30' - STAIRS i9 I-="4� <"1 I I I I I I \ �N=664. 93' 8' _. N) \ \ \ \ \ \ \ 1 \ I \ I I I INV. \ C \ I I I I I \ 1NV 1a=664.8T 8" V II I III II 1 I I \\ INV 6U\T=664.84'\\\ CANOPY 1 I \ EP / I I I I I 1 \ AP\PRQ� AREAS OF, \ \ \\ \ \\ \ \ \ \ 3' (W) DOOR I I I \ \ Al dTt1,, \ \ \ I I RE E F(.L-PLANT WHIPS , .- > > ' FFE=693.55' - - _ 1 / I 1 \ \ \ \ I CONC - WALL - CONC v ` - - _ 6g \ i' l I \ Y / STAIRS / \ ��`o / ' /l I I / I \ \ \ CONC. DISSIPATOR\ \\ 1 1 11 1 \ \ l \ \ \ W/ MHD 1 1 \ \ 702 ' I ( \ \ . -. . ` \ \ \ ' / / / / ) / I I TOP-677.96' \ \ 1 1 \ a, 8"DEC y8"OE 8 \ _ `\ �v'�' \.�;�:��:; .• \ \ \ / / I I \ \ \ / / w \ \ SWK I CURB I \:.y..\: \_:5;:\:•. \ \ I I I EP / I _ I \ \\\\• \\\\\ < \\ \ \ \ \ \\ \\ \\ \ \ \ \\ \ \ - - UGP r �'-UGP- - �_ - _--��,7L.r'- �'.. •. \\ NC. SWK \ jh �. \ .\. CURB � � ' � I \ \ \ \ \ \\ \ \ \ 15"RCP %::\.� :\:\:j: \'.�:\:15" RCP SD RB lNL TW/M-ID ,yry�, \:\. ;C_.:;: \ \ \ \ \ ��696. 8' \ I INV. 1N=687. 7' 15�R P DEC INV.O T=687. 5' 15"k P / II (12SPACES) \\ \\ SDCURBINLTET IMHD9653' ,�: :�:\\: -INV IN=68658' 15" RCPSST EP LOP✓♦S \ \ \ \ \ \ \ \ \ \ Z \\ \ 6g9` ASPHALT NV OUTsb89j3'\5"RCP \\': \I \I \I \ M1N�I) 1 s : I : ANAG D \ (5SPACES) �p \ (12 SPACES) MONU ENT \ \ \ / I I I I SIGN\Al Y \ \ \ \ \ \ I : I 1 I I I , I I \ \ \ \ \ \ \ \ \ \ 1 EP \ �/ / \'� I I I I I CURB \ ` 1 11 1 I I 12" DEC - UGP- - - ^ /VJG UGP-F - - }.-4fc UGP \ \ O I \ \ \ \ \ \ \ \ \ 12" DEC CURB / I I I I - SETBACK \ / - 75' FRONT \ I \ \ \ \ / EP CURB ,' I / �I� L1b �' A \ 6"PIPE 5A.7' I \ INV=681.56' J I \ / /- 1� ' ' // - i ' /� / /' / \ 8„ D�C l \ OPP. END NOT END� i C DEC z / 6"D _ _ / i 6"DEC / 6Q5 i \ C' r-`, PPROX.-TREE _ - / / / _ ' -_ / 2J�4�7T- ' _ - O / 6-DEC _ / i' 'DR/PLINE(EVP-J - _ - _ _ _ - �_� N6°50'47"W s _ _ _ _ _ _ _ _-_ J 4NV- (OUi)=694J>1 15"CMP� EP too e-Z EP _ \ __UFO £FRB-= _ - °' UFOmom mono Pam/ �- �� \ �UFO� 1- o 1 / / \ CONC. SWK _ I UFO % / / h �P� .� 0 I \ 1 / / I / \ \ \ ® - \\UFO 0 OH A JUFO- son"(5HP- / / P _/ I / CURB \ _ _-fB*JFO� 1_==-----`-OH I / - -- - - UFO-- �-__=r-- � �/ /' ' / 'OHP \ \-UF_ I / �OHP / �- C&G S -- -- \ \�� I I 1 bHP I MHD / OHP�- TOP=686.72' _ _ ` INV. IN=685.26' 18"HDPE _ \I I\ \ /' rC�h / -/OHP 7- / SO CURB INLET W/ MHD INV. OUT=683. 14' 18" HDPE TOP=688.38' / / OHP /, / t INV. OUT=681.18' 18"HDPE \ CONC. SWKoHF \ --- .�r� - -'-- / l wt T40a /�� \ I /l / TMP 56-61156-62 s5q.1z' 5",3CP , ' - \ \ - _ ' / ' ' COUNTY OFALBEMARLE, VIRGINIA E8 OVN ` �- _ - _ -- - - \ / _ _ _ \ MHD DB. 1132, PG. 262 _- covc. swx 1 - MEW - - Rio ` \ \ \ \\ , / ' / TOP=6957T ZONED.' R2 _- \ _ - 710 _ _ ��o ` \ \ \--_-_-_ �/ J t INV. IN=691.71'15"RCP INV. OUT=691.62' 18" HDPE SO INLET (GRATE) - / STEEP SLOPES 09 - _ _ (MANAGED) TOP=700.09' ' INV. IN=694.04' 15" RCP I 4 INV OUT=693.94' 15"RCP q VMDO VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • lbemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 d 9 x$ Q CAAIGW J. KOTARSKI Lic. No. 040204E507 vA 8/10/20 Q, Checked By C. KOTARSKI Designed By K. MELLON Drawn By K. MELLON ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 EXISTING CONDITIONS SCALE 1 "=20' / 0 20' 40' C2n0 II\\ \-\ROCK \ARMORfil i Ik CIO I ( ROCI /If / / / / / I I I 1 I I I (3) TENNIS COURTS (36' x 18 ) I I GRAY �LANFj B,�// TMP 56A i-1-73B 11 II I \\ \ 1 II I 1 \I 1I:I: ' // 1 ///// / 1 I .I / \ r \ I I / / / / / / / / CHRISTOPDS. 4929, PG LYN 177 M. SCOTT 1 1 I 1 I \ . I I / L / I I / / ZONED: R2 LL1 I I :l:: l; : I . / \ �i BLOCK.0' INING I 1 I I I I I I I 1 I l:{1 f , wALt1.o•dw) �:I:j:;l.;l,a,.1 I ►o 00 N23031'56"W 25.17' — — — — co In Oct— r W Iv ', TIOP=670.43' INV. /N=662.9T 8" PVC (S) \ I \ I I I ,HAIMUNK INV. 1N=663.21'8"PVC (W) \ �/ c, I CJ:::: \ \ \ \ I \ � I PENCE 1 1 I I I I I 1 1 \ I I r: l I \ \ \ \ I I I I 1 ` INV. OUT=662.78'8'PVC \ I I I I 1 I STEEP SLOPES I I I 1:. �' �:� �� I \ \ \ 1 I I 1 / MHS 2 I ^\ I\ I (MANAGED) I I I'. I \ \ \\ I I I I I (yam TOP=670.62' PVC Q I I I II I :14 : \\ \ \ \ \ 1 III I..!!!_� INV. OUT6663.09'' 8' PVC GRAVEL AREA B" -C�J I\\\ I 11 W 1 I 11 W I I I ' II I II I II I 1 II \\ II I I I w \ \ \ I I I I I I I \ I 1 \ \ \ 1 \ \. 1 \ I V \ 1 1 I I I I I \ m 1 I I I I I I I 1 TMP 56-64E I \\ I I I I I \\ \ 1 \\ \1 1 1 l a COUNTY SCHOOL BOARD OF ALBEMABLE044,PG.498RG1NlA \\ I II 11 II \\\ I\\ \ 111111 \ m to \ ` I I DB. 1098, PG. 703 ZONED: RA (RURAL AREAS) I \ \ \ I \ \ \ 11 11 0 \ TMP 56A 1-I-7383 ELIZABETH B. PEDERSON OR 2 1 \ \ \ x / I I 1 I \ \ \ \ \ 1 1 1 1 J. JUSTIN TAYLOR 1 I ' I I I I \ \\ I 11 1 m DB. 1625, PG 150 I 1 y { \ ZONED R2 INV.V r rn I MHS / I I I `\ \ \\ l � I TOP=67762' / \ ------ 1 INV OU67670.54'8"PVC // I I I + \ \ \ \\ 1 \\ \III 11 11 1 1 GOAL /------------- 1 \ 1 1 I \ APPROX TREE EG L _ \ / It I l 6"l/7EC DRIPLINE(TYP.) // \ , , / \ ` \ \ \ \ \ 15"DEC \ \ �\ \ �\ \ \ \ II 1.._20' A \ I \ I I I I EF - V1 1 \ , STLFP AOPEIS o \ y \ (MANAGLD) 1 I SHED 1 I I 1/ / \ , 1 / \ \ \ f2"DEIC 8. \ \ rn \ I \ rn I -STEEPSLQPESGRA � I1 - -- ---- ` \— —� (MANAGED) I ' II 1 // // '-- / MTL \\ r----- - ___ _7.------111 \l I II I \\\\\ \1 N \ I / B" DEC - - - , I 8" DEC TMP 56-64 , M L. / BENCH \ J - - / / / / STEEP SLOPES \ S \ \ \ \ \ \ \ \ \ \ I ' BE / _ MULCH (MANAGED) MTL. \ \ \ \ \ \ I \ \ 1 GR VE ROBERTS. & \ \ I I I / , \ / / BLAIR R. ANDERSON \ I I 12" DEZ\ / \ = / \ \ \ \ 1 1 \ \ , l } GAME ^/ - PLAYAREA _ H D8. 1871. PG. 34 \ :: I I / \ \ <_ _ RAcI j / ' S \ \ f . I \ I I / 1PEC \ / J _ P (SWINGS)\�,Mry\��54�,ZONED: RA RURAL AREAS TlMTL.( ) \ / \ \ \ 15" D >5"DEC BENCH I MULCH PLAY AREA ' t ' SET W/SLIDES (RAMPI :A:�:;:/: •:. 1 1\1 I I W ( i i 4„DEC\\ 11 \\CH•kENCif \ \ I ( ) 1`- \ (RAMPI \ \\ \ \ I - PLASTIC '/ I , \ \ \ 1 `\ \ `\ \ \ \ \ \\ I / / / L I I I I \ \ \ q ` \ \ \\\\\\ SWM / BlO T,(Co=686.77' I \ I Y \ l EORDER �/ I _ \ can 7 I I r I \ \ \ \ /- I / yP / PLASTIC I \ x \ 1 \ \ \ 10"DEC\ �.n.�' ASPHALT / / BORDER STEEP SLOPES \ ASPHALT '`I — 3' W ' (CRITICAL SLOPES) _ I 6 . ,!, :O. 1 1 / , / / I PLA R \ \ C MULCH YA E �\ y q I I \ \ \ ` \' fi / / l (J-GYM) \ I PLASTIC\ bS - .�-- 12'RCPI7 ROCK. RMOR ! I - I \ \ \ \ 10"DEC �- _ - 80.44 \ \ \ 1 I ' ` \ ` \ \ \ \ \ ` � ^ � / / / rr LH�IN-LINK ` \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 ..: ; : ,1:: , 1 I I I I I 1 \ \ / -INV.= 68D44' FENCI' - _ 1 1 \ \ \ \ \ - - _ - ` \ \Zb \\ \ 20' SA TARY SEWER EASEMENT i _ \ \ \ 'CURB - - - - \ 1 SWK. - _ - _ - = - _ ` �-, ' - ASPHALT 1 \ \ \ \ ` FOR AL �7.4RLE COUNTY \ \ \ \ \\ \ I \ \ \ \ 8"'RLASTIC b \ /- \ \ INV.=682.0�'1 E T i�\/ --_' ^\ 1 - ----� � PATH 9 / , , I \ 'OPEN' - - - - \ \ \\ \I \ ` \ DBRV76, -PA G96QRlTY ;,:: : ; \ ` \ \ OPP. END _ - _ �. — \ \ \ \ ` \\ ��t, \ ( 15 RCPJtW FES \ I I \ \ N I.I: /',' \Zq2 \ \\ \\\ `\\N09Y•OUN / i� 68J� �lN1fOUT=682`02'� --:\ ^\�� ��\�\ \ f / \ I \ \\ \ \`\ \ \ \ \ `\ \\ \\ \ cn \ \\ \�\II1111� T 6„DEC I/ \ \ L---- -_--�\�\�``\\ \ \ I I I\ \` \ \\ \ ` \\\ \\\ / VIA CONS - _ _ - _ _ _ - AIL _ _ \ \ \ 'PLANTER - - - _ - - - - A CRAM V�I R \ \ \ ` \ \ \ \ \ ` \ \ I\ 1 �' \ \ \ \ \ ` \ 9 \ \ 1 \\ 1 i` cn I 4 \ _ _ / zi \ // ICON \ \ \ \ ` \ 1 \ \ \ \\ / \ \ \ \ W - -688 R , cn / q / / i / / i /' _ _ CONLrSTEPS _ ` \ 1 1 \ \ \ T P-676.38' \ \c \ \ \ \ \ `\ 1 I I h \ /i / ASPH WALK, STREADS. 'Or - - \ \ \ ` \ \ \ \ 1 \ _ O \ i / 6 RISERS W/ RA L - \ \ \ \ \ \ \\ (NV IN=668.15' 8"PVC ll/. UT=667.83' 8"PVC 0 / - \\ \ N MATCHLINE - SEE SHEET C2.0 =MM MM:�I :. � MIl♦Il♦MMMM , \ - Il♦ \ �� 1x■�E'��I� �M�-�M� i�i��\��il��\���������\�■■Imk\� \M M Ib HD w \ \ \ \ \ \ \ \ \ \ \ cONc \ i - _PtANTER \ \ ♦ \ \ ` \ \ ` \\ 2 \ \ \ \ \ \ / CONC STEPS CANOPY INV. IN= 83.56' 15":RGP (nl): I II - �'i C , / - 692- - - _ 2 TREA48, gyp) INV. 1N=63.:40'12'".l-tDRE:(W): I I I \------ Q / _i' / � / / \ i^-- \ \ \ \ INV. N;684;13;9":($LDJ: IN 0-683.40;15" RC . , I I I 690 b i SO INLET (GRATE) Ir I f- TOP=689.00' I INV OUT=685.00' 15" RCP I 1 1, UGP,. J GOING. ^ i \ \ \ \ \ \ \ \ \ \ \ \ \ \ - _ - ` \ \ \ \ \ \ \ \ \� / / TMP 56A1-1-7352 CONC. - 692- - �wv \ \ \ \ \ \ \ - \ e \ \ \ \ \ \ \ GONC. WALL ` \ ` ` ` \ \ \ \ \\ \ \ \\\ / \ SL GEORGE PROPERTIES, LLC 1 ff(W) �VupOD PED. \ \ loo \ \ \ \\ , DB. 4967, PG. 722 CONIC WALL BRINE�\\ \\\� \26- \\\ `\\ \ \\ \\ \ \\\\�\ / ZONED: R2 3' (W) DOOR C \ \ \ \ \ 3'(W) DOOR t3'(WI /CAN �Y / ( ) FFE=693.45' \ 9 / COLUMN FFE=693.41' \ \ \ \ \ \ ♦ \ \ \ \ \ \ \\\\ 1 (THRESHOLD) \ \ \ \ \ \ \ \ \ / / 7YP) G 1.0'O TYP. (THRESHOLD) \ ' COLUMN \ \ \ \ ` \ \ \ \ �tP \ \ �\ =�\ \ \ \ \ \ \ \ U\\ \ \\ \ ' 7.0' LTYP. \ \ 'G \ \ \G \ \ > \ \ \ \\ I m MHS TOP=686.96' ' /\ GO \ \ \ \ \ MHS / <J \ \ \ \\\ \ 3' (W) DOOR \ ` `90 \ \ \ S ` \ �\ \ \ ` \ \\ \ \ 6 \ \ \ \ \ \ \ \ I TOP=676.13' INV. 14673.74' PVC-LAT / (BREEZEWAY) 3'(WJ \ \ \ \ \ \ \ \ \ \ \ 8'PVC` \ \ \ \ \ \\, \\ \ \ \ INV 1N=66585'8'PVC r / 4 INV /lN=673.44' 8':PVC (NW) / DOOR \ \ \ \ \ �\ C \ \ \ �\ \� \ \ \ \ ry \\ I / (9 %�V. OUT=673.20' 8" PVC / p \ \ \ \ \ \ I \ INV = 676.84' \ \ \ \ \ \ \ \ \ \ \ \ I I INV. OUT=66563' 8" PVC J / o \ \ \ \ \ ` \ \ \ \ \ 1z"D�c / SCALE II ' 'I---;- �P �U/ I11011111 20' \ 40' � 1/ /I CONC. < 1 \ \ \ \ ® p q2 I p, q.2 3' (W) DOOR \ \ \ 3' (W) DOOR - \ I ' c 'c.A,r' \ CONC. FFE=693 45' \ \ 3' (W) DOOR \ FFE=693.46' CONC I MECH. +` O I a TOPs89BWEC "QE@P=69283' (THRESHOLD) FFE=681.36' \ 1 \ \\ \ \` \ \ I I O N (THRESHOLD) / / \ - YARD t.. \ 1 \ \ \ \ \ \4O'7=689. 89' BOT=689.90' \ �. (BSMT) \ I I ( J co I I VMDO VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • Ibemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 \ 9 x$ V 0 (7 Q CAAIGW. J. KOTARS(I> Lic. No. 0402048501 F,4 8/10/20 k; Checked By C. KOTARSKI Designed By K. MELLON Drawn By K. MELLON ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 EXISTING CONDITIONS C2ml \\ \ \\ \ \ .\ \ \ \ -\ \ 1\ \ \ \ \ \\ \\ \\\ \V�\\�\\1 TOP-6$9.33': p ANHOLE TOP, TO BF RJ L'O i %� / I O\T€CT BENCH /- - ' ' - _ - - ��64NTERCONC ` \ ` \\ 2 \ \ \ \ \ \ \ CONC S7EPS� \ \ \ \ \ b \ \ \ \\ h z • i / - - - CANOPY \ \ \ \ \ I \ \ \ \ �\ \ \ '� a INV. IN= 83.M':i5'°RGP(N): .: I I I JUSTEDPF�RFINAL ',LIGHT .. ... �,- - I - . / / ANDLAN�CAPIPJG -692- - zrREAq, j dyp) �\ \ \ ` `\ \ \ \ \ \ ` \ \\ \\ \ \ \ \ \. N INV. 1N=6 340' 1; HOPE:.W,' I I IGRADiNG.PLAN _ � -3-RISERS - \\ \ \ \ \ \ \ \ \ \ � \ \ \\ \ e _ AWCUT` \ \ \ ` \ \ \ \ \ \ \ \ \ \\� \ ( ) - \ i i \ \ \ \ \ \ \\t\ \ \ \ \ INV M; 684 13 4 (BLDJ a • / .. / y ) J \ \ \ \ \ \ \ \ \ \ . \ \ \ \ \ \\\\ \ \ INV. O-683.4��1**:, . .. l I ._ 'i ./ � -7 �' `\ \ \ \ \ \\ \ \ \ \ \ �\ \\ Imo\ \ \\ \ \\\\ \ / l) .\./ / / I\ CONC. 18"DE6. t \ \ \ \ \ \ \ \ \\ - _ ! OD PED. o \ \ \\ \\ \\ -WQ '\\ . l \ \ \ \ \ \ \ \ \ I \ 1 \ \ \ / 4 / / •,\','. .4REMOVEASPHAL•. -y ��.'.;. '; �,/i' C'O \\ ♦ \ \ \ \ \ \ \\ `\ \ \ R�11Q� \`/ E \ \ \2 \ \ \\ \ \\ \\�\\\\\>\ 7 / I / 1 - '+'' i .II'. . �,Q 3'(W)DOOR C � � \ \ \ \ \ � \ BRIDD9H ro s \ \ \ \ \ \ \ \ . . . . . . �,�. . . ... 1� / i / /- - / \ \ \ \ \ \ \ \. \\ \ b \ \\ Y \\\ I \ 3' (W) DOOR FFE=693.45' ` v ` v A ` ` I ' \','.'.'. .. i..... I. , A v v v - A Q \ v A A A V A V I \ l I .......... - /CANp�I' " (THRESHOLD) (THRESHOLD) v A v v v v v v v A \ v \ v A \w V A ' i i'I . . - _ _ ,GYP COL LIMN (THRESHOLD) \ ` \ \ \ \ \ \ \ \ 6+ \ I L`\ \ \ \ \ �\ , \ \ �\ REL, T.E •- � , - . - MHS / j1 �G 1.0'II TYP. COLUMN \ \ \ \ \ \ \/ \ \ \ cP� \ \ �\ �\ \ \ \ V\ . \ \ I MHS LIGHT POLE'.'.'. / .. ,. �.'. TOP=sa59s / /\ G 3'(WJDOOR 1.0'k7TYP. \ \ \ ob \ ♦ \ \ 68. ` \ \ \ \/°\ R \ \ \ \ \ \ \ m TOP=676.13' REMOVE PORTION I', .� , , i'. .' t• NV. l J=673.74' PVC -AT / 3'(W) \ \ \ \ \ \ \ \ \ \ INV IN=665. 85'8"PVC B9 ' • . - INVIIIN=673.44'8':PVC (7NW) / REMOVE CONCRETE DOOR \ \ PORTIOI\TOF SANITARY \ \ (\ o \ \ ` \ B"Pvc\ \ \ \ \ \ \ \ \ \ \ \ \\ \ I OF 15" RCP o• F. �'. Z \ Nv=s7ss4' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I \ \ \ INV. DUT=66563' 8" PVC ->' /, ,�?...I.V OUT=673.30'8"PVC / WITHIN BREEZEWAY c \ \SEWER�INE TO BE \ \/ \ \ \ \\ \ \ \ \ \ \ i o \ RELOCATED (S E ARCH \\ 4 \ \ \ \ \ \ \ \ \ \ \ 26 \ I III \ ,! , 4,b / o . \ € \ \ s \ \ \ 1 I - .'ll.'- s / . _ \ \ \ `PLANS) \ \ \ \ � I EXIST. CONC. \ `\ \ V\ ` \ \ I I I I REMOVE SO INLET - /.' ' N / 'MANHOLETOP \ \ \ \ \ \ \ \ �I I I PAD tQ \ \ \ \ \ \ \ \ \ \ \ I I I II I I I I I� I \ sD/N�ET(GRArE) I \ - [I- , Il / REMOVE ADJUSTED PER TO \ REMAIN \ \ \ \ \ \ \ 8_, \ \ \\ \ \ I \ \ \ \ \ 1 I \ \ \ I I I TOP=669.00' I' . . - '•II CON�RETE / / CONc. 1 < ,� \ ) ® \ \ 1 I I I I \ \ \ \ \\ \ \ \ \ \ \\ 1 I I II I I II I I III I INV OUT=685.00'15"RCP - � I ,Ill % SIDEWALK / GRADING PLAN I SN't It S f 1 3'(W)DOOR \ \ \ \ \ \ \ ® I i I - _ \ \ \ � \ I I 3' (W) DOOR \ Vs5 ! ) \ \ ' \ \ \ \ I \ I 1 I I 'III I I z �. l f FFE=693.46' CONC - - 1 &" EtDP=69283' CONC. (THRESHOLD) / \ FFE 68��6" MECH. / \ \ \ \ \ \' \ \ I O II \a I (THRESHOLD) / \ TOP z92'86�ES' Q ( 1 \ \ ` \ \ \\ \ I O ^ I N i l - - X f.' '_ 4oT=s3sss' Bor=sa9so' \ esnnT) YARD \ \ \ \ \ \NIATCHLIRFL- SEES ETC \ \ I 1` � I I I t \ 1. 1• I ....... ....;M.� 1� �i'.M . M M M M M M I� � i� M M M M M M M 1• I� � � � I� � � � � � � I� � I& � � � "�I� I�� � \ M I� = 1�°� � I� m m\m m m .z iI, . \ \ � \ \I \\ I I I\\ \ I - ... / I I TOP S92 84' _ 6„ DE+.C. E \\\ \ \ \ \\ \ I I t \ \\\ I -- - . . . . . ..-t . Bor=690.25" Vx 1'NYLO - � \ - Rl= OVE \ \ \ \ \ \7. I k\ \ \ \ ADJUSTELEC 5P''• d INLET(TYP) \ q REMOVE/RELOCATE FFE=693.42'L1 ® \ M \ \ \ \ \ \\ \REMOVE SIGN I - I '.'......... `' '.'.' � / ❑ WbOD \ \ AND ISLAND r VAULT'L'I.D.TO 6'(W)DBL. DOOR roP=sszsz _ _ (2)HVACON FFE=7o4.2TLZ \ \ STEPS 8i2AIL\ \ \ \ \ I / MATCW FIN¢CI • I FFE=ss3.44' s"DES CONC. PAD HVAC &CONCRETE PADS \ \srE3s \ B0T=690.50' \ \ \ \\ \ \ \ \ \ \ - ` / \ W(RA1L\ \ \ \ \ \ \ \ \ \ \ \ \ I \ I I / . . . "�/ �` . . . O O 6' (W) DBL. DOOR I \ \ \ \ I \ \ GRADE •, . >/. \ \ \ \ \ \ 1 U / . • . ,�'� .�.'� I (W) DOOR CONC. REMOVE STAIRS C C. WALL \ \ \ \ \ \ \ \ \ \ �\ \ b \ \ I I \ \ \ \ \ \ \ \ \ coNC EEE=ss3.a3' (SEE ARCH PLANS \ \ \ G \ \ \ \ \ \ \ \ \\ s \ \ \\ 11 I . • . / 7 \I,.: C, - ,. L. DOOR EXT. \ R MO�%C \ \ ` \ \ \ \ \ \ \ \ 1 \ \ \ \ \ \Q REMOVE CONCRE E FFE=693.43' \ \ \ \ 1 \ \ z CURB TY `�. . / q 3'(W)DOOR _ \ \ \ \ \ \\ ( .) ti . . _ - CONC. 6'(W)OBL DOOR I ) \ \ \ \ \ \ \ \ \\\\ 1 \\ \ \\\\ m �'.. �,',' � - UGP - - ADJUST INLET TOP PER FINAL GRADES (GROUND) PLANTER(TYP) (GROUND) FFE=ss3.43' RELOCATE STAIR WALL ` ` \ y \ \I \ . \ C\ / _ _ - � LEVEL 1 FFE=ss3.4o' LEVEL 1 ELECTRIC BOX \ 1 \ \ \ \ \ \ \ \ \ 1 \ \ \\\ \ \ \ ADJUST WATER VAULTS, .. � SO INLET BLDLINE BLD LINE - _ - _ _ \\ \ \ \ \ \ \ \ \' \\ \ I \ \ \ \\\\ I I LU � EI I V 0 NYLO TOP=691.85' 6' (W) DBL. DOOR l _ - - \ \ \ \ \ \ \ \ \ 1 \ \ BACKFLOW PREVENTER, / I - / ' ' ' ' FFE=ss3.43' � _ \ \ \ 1 \ \\\ • BAEM-FLAV✓. INV. OUT=6B730' 12" HOPE 6' (W) DBL DOOR _ \ \ \ \ \ \ 1 1 \ \ \ I \ _� it N05 _--__ - \ \ \ \ \ \ \ \ 1 � \\\ \ HYDRANT AND PIV PER / - / \ PROTECT COOLING TOWER AND TRANSFORMER FFE=693.43' 3' W) DOOR - - - - _ \ \ \ \ \\\ \ \ _ \\ { I - _ _ELEC/ ( (3L10"DEC - _ \ \ \ \ \ \ \ \ 1 \ \\ \ / FINAL GRADING PLAN D !� , > COOLING FFE=693.62' \• , , - - \ \ \ ) \\ b L\ - \ \ \ \\ \ t .. . A _ ,- - - _ _ TOWER ON \ \ \ \ \ \ \ \ \ \ N - \i \ t \ \ / ./'.'.' - / �'g5 CONC PAD TMP56-64E RELOCATE .'..'• I •IJ'I,11111', . ' .. I'LI'LI .I .�. •,'.. 1 \ 1 \ \ \ \ \\ \ \ i \ \ s - - _ \ \ I \\ \ \ �/ c DOWNSPOUT (SEE I \ \ I I m 8° r / .'. .... I `_W/ - -6 - - RELOCATE OOF DRAIN LINE .. r, .'.'.'.. \ 1 \ \ rn� „ \\ \ \\ \ \\ \ \ \ I SA \\ \ X ' r / �� COUNTY SCHOOL 80ARD OF r \ \ \ N \ / / �., / i - - - ALBEMARLE COUNTY, VIRGIN/A ARCH PLANS) f.. ..4 ' 1 1 \ \\'7 \ \ . \ \ i\ \\ 'e �(2).wrR.•- r / �G� / I - - - - _ REMOVE OIL TANKAND ..... ;.. 1 I \I 1 \ \ \ , \ _ OB. 1044, PG. 498 \ o m yqut'T8 / ASSOC. UTILITIES (SEE NOTE) cONc. \ \ ` \ \ z o \ \ \ 1 // / �� /. /- / DB.1098,PG.703 STAIRS V. \ \ \ \ \ \ \ I � \ _ / / / - • • i / / / 6' (W) DBL DOOR ZONED: RA (RURAL AREAS) W/RA/L .. w 1 1 I \ \ rn� \ \ \ \ \ \ - I 1 T I I \ \ / .:'g5 • / ' / FFE=702.33' MULTI -LEVEL �,{ • •' •' I 1 1 \ \ \ \ \\ \ I l 1 1 W / ( 6 ... REMOVE CONCRETE PADS \ �\ \ \ \ \ \ \ / ` \ I LIGHT POLE I r � 1 / I / .... // /I \\ MASONRY, BLOCK & FRAME .... • • •/ .... , , , . .. \ \ I \ \ 1 TO REMAIN - ( / SCHOOL FACILITY .I .. I I I m I I 1 1 \ \ \ \ \ \ \ t \ _ \ / / / � \ \ \ �• GOAL',','. ',GOfiL' 1 p I RELOCATE (2) DUMPSTERS CROZET E.S. I. , , , 1 I I 1 I \ \ \ \ \ \. I \ \ / / / \ \ \ \ \ \ \ 1 / I J I/ '.',J, / I\ _ _ (1407 CROZETAVENUE) I, 1 I I \ \ \ 1 \ \ //// / \ \ \ \ 1 m I \ y�� / . .,I/ .� / I I \ 6'(W)DBL. DOOR . .,.•�'..•. •. I I I \ 1 \ \ \ \ ASPHA(T 1 \ 1 1 \ \ \ / / / \ 1 I i'. F / 1 FFE=702.35' 6' (WJ DBL. 6' (W) DBL. DOOR \ • I I I / \ \ \ \ / ,/ / , /, / DOOR FFE=704.32' , , , • . , / \ RELOCATE 6' (WJ DBL. DOOR REMOVE 1 1 1 R�M VEI SIGN (2)I \ \ 1 \ \ 7 I\ \ \\ \ I I 1 M cor/c '................. , ,..'..... BAS TBALLI 1 \ \ 11 \ \ 15'WIDTH UJNNDERGRO NO l / ' ,' I' , . • , , . my . . . . , , t I 1 TO =1 .66' Z \ \ \ \ 1 UTILITYEASEMEN/FORVIR IN� I I/ / // J, / /• c ` - UTILITIES \ CONC ST PS FFE=704.30' \ CONCRETE STAIRS . • �,\,' �� I I UUA S I I I \ INV �\N_664.93'8' VC\(N)\_ '� \\� 1 \ \ \\ 1 \ 1 ELECTRIC POWER COM NY // f I i / ,/ . . . •,• ,'/,', 4<PINE , . • . . . , , , I I INV. 1N-664.8T 8' \ / \,. OB. 1101• P . 310 RELOCATE ROOF 1 3 RISERS CANOPY STAIRS I I I I \ y�C (VC \ \ i 1\ \ \ \ \ \ 1 I 1 I IPRmTEOT TREES 1 INV. (jI.CT=664.84' PVC\ \\ \ \ \ ) \ \ \ \ \ I 1 / \ DRAIN / / � II I I I '. . . . .. . •I. . L, ?.I 3' W DBL. ' -�, o :, 3' (W) DOOR - �.\ EP • . . . I I 11 II I I I I 1 \ \ APPJQ . AREAS r��` I \ \\ \\ \ \\ \ \ \ \ , I I . . . ) - - - n O - - FFE=693.55' - _ - / I I I I 1 \ RE\C\E 1�-PLANT 7 \ 1 \ / 5 / I I I I r .. .1. / . . DOOR - - --- - _ -- I I - II I ...... . /.'.'.'.'. . .'.'.'!• '. . . , . - _ - - -I I I 1 \ \ ` ' I I ;1 1 11 WALL 03 - < � � ` \ . I I I I I \ \ 1 �\ I ., .,. ./, � 1s(w) -1 REMOVE _ _ \ \ REMOVEASHPALT/ I \/1 I I \\ \\\ �\ 1 \�... 1 \ s\� / Y CONCRETE - `----- _ ' - \ 00 -1 1 \// EMOVE C N ETE . 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I \ \ \ Z \ I ' ' I \ \ .EP`i . .,... - I ", \\ \ ` � \ \ � \ � \ ♦ \\ /! I I // / \I \I\ II I\ I\ 1. 11 \ \ V I \ \\ \ I� \\ \ I I I IaI: I \ It I I I I \ 1 I 1 I r i I _ �s�;'.' , '0� SAW. CWT REMOVE. �2EMOVE CO�1C ETt , I SAWC. 1. 1 1 .. ..., . \ I \ \ .... CUR' p: P \ I\ ^ \ \\\\ \ \ - - - - - _ - _ \ \ \ \\ CUORBRTY .) \ \ / I \ \ \ \ \ SD CURB INLIEr W/GRA E I I - \ I ro=sss.or (F J I . ' \ - ... _ _ _ I ... i2EMOa! \ \ \ \ \ \\ \ \ \ \ �( IN .our=s92.3T 15"R I 11 / '..;. REMQV.E'.'.'�, �..., _c \REM o a EO _ _ TP `tTIONtQ.F��;:\�^ \ \ \ \ \ \ \ \ \ \ \ I PROT T FLAGPOLE \ 4. I SIGNS ' ... \ �' 6„ 6,,, s,. - 6„ OVE CONCRETE 4„ - a p �Sq�� - q 1, J \ \ \ \ \ I / I I \' -_ -i- - - \ �l�P UGP 4�.-. _ UGP _ I _ -- =UGP � __- - •� - - - W' �_--7.P'- \ .... R. \ i",\ :\' \ \ \ \ \ \ \ \ I \ ` \ \ \ \ \ I I a - - - ,.. \ \ \ \ I I \�yII / CONC. SWK \ - -CURB C)DIOC. SWK . \ . . ( ' �• . \ \ \\ \\ \\ I Z I II 15"RCP', .. Y - - - - - - - - - - - - - - - - - - - - - - --- - - _ - \ \ I \ \ \\ \ \ \ \ \ I _ -- 7/T-`7 {� O /.. REM� �� 15" RCP � T \ \ \ \ \ \ \ \ \ \ \ \o \ I - NL1 T'TOP ° \ REMOVE C ` \ I I r� REMOVE ST R \ \ \ \ I I 1 /... �; INLET >\ \ \ \ \ FLLYMEANDDRAINPIPE \ \ \ \\ \ ��' \\ \\ ADJUST INL TOP I l . _ DEC \ \ \ \ I 1 PER INAL I I J . ' II...... •.'.'. / I GRADING PLAN I RELOCATE',','.'. oFC / ' ' - -- o I II I I rJ.� I . . . POWER', .'. SD'QURBINLET WIMWQ. LE'T W/•MHD \\ \\ \\\ \ \\\ \ ' \ \1 \ 2 Si RB IN \ \'' \ \ I I . .EL •TOP 69&53' .. ff ICiNS\ \ \ \ \ \ \ \ \ m I. •. , . . ? TOP-69LT 6Z' 4 /. . _ I ( 15 RCP \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ LINE i N 68s s6' SST EP Lo s \ \ \ I I I I y. ./ 7NV. 1N-699. 92 Vd- c _ T�6'iG \ \ \ \ \ � \ \ \ \ \ \ \ \ \. m II Ir I I'• ANAG D) \ I .. I'. \ I 1 1 1 I \ \ \ \ 1 / 69.,.,., IN OUT 697.87Y16'.RCP.. I 1 \ \ \ \ \ \ \ m \ I I '1 1 1 \ \ \ \� \ \ \ \ \ z� \ I m I / �` r I .... 4 ...E..S . 4 ...... a..... 4I'.'.•! .' I I: I I I \ \ \ \ \ \ \ 7 l / I l .I.... 1 ,^\I. I I I I I I I 1 \ \ \ \ \ \ \ \ \ 07 \. I I I I I/ � I .. • yI, •I i I ..,��- � l I I I I j I 1 I II \ `\ \\ 1 I I 4.�,' ... j .. I I I I I \ \ \ \ \ \ \ \ ' \ If / / tt I I I I / \ y4 DEC I \� 1 :l I I I I 1 I I I \ \ \ \ \ \ \ \ \ I J I I I..,�. - _ -\ .l I. . . .I - _ .,. I I I I I I \ \ \ ` \ \ \ \\ \ \ I / I � IN' v L' I I I I I v v A v \ J . ' ' ' ' \do RELOCATE f RB /I . � � CURB 7 MOVE \ RELOCATE �Q� •,','•' 1 / / I I PROTECT \ \ \ \ I I _ I ., ,'•',,. - - - �� '_ I / - '\ 122_DEC y;pNCRETE �. .'.,.'. I I I I \ I 7i�� \ rRE PL7V11ER`L1NE �� l Y f I I TREES ` \ \ \ \ \\ I I I I ` _�POWERLINE - \ \ Z ' -U UGP-�- U P UGP-.J--UGP -UGP ^ �W UGC(TYP.) UGP •.,'.' /I / l O I \\ \ \\ \\ \\ \\ II m I I / I / l LIGHT POLE 72 DEC CURB 1 L \ SAWCUT I I - - - - - - ` REMOVE SIDEWALK 12 CURB ,.. ^ / / I 1 I co I \ \ \ ` \ _ \ T \ -t \ \\ I I / / \ II - L� � . , . . ,. . . ,'.,ER . . / .'.'. --: .• . \. . I / h_ 1-1 -F �- --Y- -T \ \ \ \ \ \ a„p I - - x I � \ EL . • ' ,../..'... • '•',', ........ .. /_ I , .... MQNUMENTSIGN. . .. ......... - � i 00 �l \ \ \ \ IREMOVECbN BETE I / �' �... �. I I I \ \ \ \ l<.474.5' I CU TYP. / .... .�'n.� ' /....................'..' '„ �' ' ,.,.,.. .._ ./_ _ i. _BE RELOCATED'.'.'y . • ., / I \\ \ \ \ \ \ \ \ \\ \ OPEN gONDj\ -._ I I, ! � REMOVE ASPJ�� SETBACK' I I I 1 I I I \ ` \ \ � \ \ \ \ \ I I I - - � I .... / .. • ', ..... •.......,.. ..'.•..'.'.,....•..'.'.'. • .... _ ..' 75 .. .. .. 1 \ \ .. / / /REMOVE $IGN� I I I / 1 \ \ \ \ \ � � � \ \ \ \ \ \ \ \ \ \ II , 1 . ...... ", .. .. ... 1• '. ...... ..... . . '... .%. .......'. ( I .. - �_,. -T ER.. / \,\.. - / / /' // I l 1 1 I \\ \ \ \ \ \ \ ` \ \ \ \ \ \ \\ \ \ I . . .l. . . , . . EP• . . . . . . . '--_.� - / I I I \ \ \ \ \ \ \ I I I -- --I-- Y OVE _ I CURB \ / -- // // I) I I I I \\ \\ \ \ \ \ \ \\ \ \ \\\\\ ; Q x cuRe REMOVE / / \ \ \ \ \ \ ' / \ I I m IGNS _ 6ss- - - - - - ' - / - � \�\ � � SIGN / REMOVE J / / / I 1 1 \ \ \ \ \ \ \ \ \ \ \ , I � I _� - - - - � I' I / CONCRETE CURB / / � I I 1 \ \ \ PROT*_6 TREES \ \ \ \ \ \ \ \ I I II II a rn I_LLJ \ \ \ / I / / (T6) / / / I I PROTEG`T TREES \ \ Z \ \ o \ \ \ \ \ \ I I \ - - _ ` ` _ - - �- _7�R0 - - - � / \ REMOVE CONCRETE / I \ \ o ` \ \ \ \ N� \ -, // I \SIDEWALK &CURB / Z / / / \ \ \ h -O \ I I I - I r - I - - - �_ � _ - - - - - - - - -- - - - - - - REMOVI= 8,DIC\ zl// / i . / / / / I I /I I 1� \ \I \ \ / ) \ \ rm I \ � \ I I _ k. T - ` - - - - - - CONCRETE -CURB - o i - � / / / \ i / 7 \ / I n I \ I - \ - (- . / _ I - / � i ' / 7 7 ,Sty, T I �. I I - I I _ _ _ - - - _ - _ _ _ _ _ - - � \ _ _ _ _ 703- - _ _ _ _ - - \ /20'WATERLlNE EASEMENT _ i I L� \ F - / \ - / sy'�,- \� Z / / / \/ / II' i / I -I' Ltd A \ 6"PIPE 1 I Q I 1IJ-_I ------ ------ --\ FOR ALI�EMARLE COUNTY \ ' i ' \ i - �''- /I .',�bd' I • / s SOi./' �1 _ i - - Z 'I 11 O \ \ i \ / _ // 5.n..d i i i / I / - \ 8 D C \\ INV=681.56' - N t - \ `�Oq \ \ 'SERVICE AUTHORITY \ m / / \� _ I - _ -( _ - - . �r l / 8" DE� / - - I I I II I I �_ - j \ _ - _ / DB.Y k63, PG. 28 1 ' \ / ( '\ ' - - - - _ - _ - I _ -� DEC i i / i / / / - - _ _ - DPP. END NOT END T - - -- _ _ I - 6 EC \ 111 IR i\ -- 1 � ' - - -- _� \ I u --- ---� - �� l ' mil_ -_�,� ' /ice / �_ / �/ \ x' -- j i� d ' /_ II I ' \ �- _ -' - / � �Oy� rfv_. ,\ 1 I / 1 / / \ „D� _ - �- I' - - - EC - /, -�6g5- - \ C r�`APPROX.-TREE - _ ' - / / _ .' - _ - / �_ �` �/_ /_ ' - _ - II I I I }S.�pr2' / I I _ - 1 - - - / i-->\��/ / / -- i- - -- �-DRIPL_.__9'�-J = -�� ---- � -_ / _ _ ___________ _ __ _ dI ' O / I I 1 _ 8" DEC / / I _ O - - _ \ r i \e _ - ' - - / I - � - / i / YW J / \ 8„DEC 1 O �-UFO �1 I -� i �'CMP - - - - - i ' _ �'j ' I I 1 12" DE� / 12" DEc / - - - - - �_ \ _� / / I r -INV- (OUFj=6s4�11 - � _ - -�� - - _ I - - - _. - - - _ _ - - _ - - \ - - - \ 1 APPROX. TREE I / / / Z i i�- -In - _ \ \ \ \ I ¢ I I I \ I r � / I ORIPLINE (TYP.) A- I / 15- =,998. _� _-- _ -- - - - - - - _ \ \ \ - - m VARIABLE WIDTH POLE LINE ✓ -P- \ EP \ / INV (lN)=698. ¢5 _ _ \ I Z EASEMENTFOR VIRGINIA o \ / l / / _ _ - -- - - - - ( \_ \ - ` ` I _ \ \ - ELECTRIC POWER COMPANY // / / _ I \ \ \\ \ \ �, I � \ \ Ir\I I I (9--�,/-'DB. 1101. PG. 310 II \ // / // Z _ I �i O \ \ EP \\ \\ \\\ \\ , ��� -�\ \\ \\ \ I / _ I I \I\ I \ - - jr / J _ 1 \\ o \ __--__-- I \ \ \ ' / -� - - - ," /- I \ \ \ \ \ - / I I I '_ �% - \ -'/ / /\ \ REMOVE \ \ \� \ _ _____-- / � I I I f I I I I \ \ \ - ' \\ STOP BA \ \ � I \I I I EP ________ -- \ - - \ I I I I _ ` _ \ - \ \ -,- I / / _ -UFO -- �� _ - - - - - - - - \� TO REMAIN \ _ eRe - �\H1� \\T- \I11 Ol 1� I� y� - - - 5'lEEP SDI DPE _7 _ - _ - _ - - - �- - - - - - - - - - - - - - - - - - - - - o-\ M \ l \ I 1 / I / /-__---__=-�_=S= - \ UFO- / _ � \ ` \ �I _ T '` - ' _ - ' - - - - - - \ \ I 1 / / / / �- �� \ UFO 1 \ I_ \\ \ \ �T' - - - - S140 - - _ _ _ _ _ _ - - - \ \ g o I -_ / / / 1 I / \ CONC. S�(VK _ I � - / / - / _ _ - _ II _ - _ - - EP � \ % I / / \I I UFO - i_ �P� � I ' \ I _ - - - - - - - - - - - - - - - �Ho_ 0 \ \ \ ` \ \ 1 \ f /I I l \ \ ® _-\ UFO �- -- / T � -OH / 15 JI / - - - - = \s- - - - - - - - �7s dHo \\ TATE ROUTE 810 QROZET AVENUE I \ =// I / EP \ - - = -UFO _ __ _ - �/ / HP sAN _ / CURB \ \ __-'CSUFO 1 --______�__ / � /' . ' OHP OHP - \ dH0 \ S (VAR. WIDTHkRrMII / / � / \\ ` - \UFO=- -\-`______ ,- � -/ i' // // - ( GRAVEL 08. 1096,P / / / / EP \ -\-UFO- _____�_ =� \I / i - / OHP _ HO / / /UFO\ ___ - �: -� � �l \ - \ �I 1 . I OHP / ENTR. / MHS / / / C&G _ - _ < - - . -- EP / TOP=704. 14' \ , / / _ � w___ J- \ _=-__ r' - \ I 1 P / INV. 1N=692.25'8"PVC - - 1 _ - _ I 1 bHINV. OUT=692.03' : / I 1 I _ - �.� _ _ __ \ I MHD�05� % EP I ® - / > / / I P=688.72'/ 5"R __=�= ��- - - - - ' / / o LEGEND: /::::: / 11 / - - - -- ` / h / INV. IN=685.26'18"HDPE / �' '� / / C&� 1 1 11111 _ - - - ; } w i ` _ _ _ _ - �1 I\ \ \ / �� / -/OHP / SD CURB INLET W/MHD INV OUT=683. 14' 18" HDPE / I ! HO _ -•C _ / - ` - - - - - _ I \ \ \ \ _-f /�/- / / INV. 1N=68L24'' 186HDPE / __ I --- - - _ - , o \ ` \ / ® REMOVE CONCRETE i \ \ - - - I O \ \ INV. OUT=681.18' 18"HDPE \ \ CONC. SWK - � �-� \ \ - . ' ' - dH0 \ l ' - '' I I I N OH p / / NOTES: \ _ - / _ d J (r - P 1. PRIOR TO THE START OF DEMOLITION, CONTRACTOR SHALL VERIFY THE DEPTH AND LOCATION OF ALL UTILITY \ EP '1 .� ^...�� . Y � 705� : : \ \ . - - - , - / I oHP I- / I LINES, THAT ARE TO BE REMOVED OR RELOCATED, ADJACENT TO EXISTING SCHOOL BUILDING. CONTRACTOR REMOVE ASPHALT �: �; �r _ - -L. - . SaEUR 1NLEt:Nr r\ _ - - - _ - _ d�� I / SHALL NOTIFY THE ENGINEER UPON DISCOVERY OF ANY DISCREPANCY BETWEEN FIELD CONDITIONS AND D$ ObN El / c&G � � r.�� - _ - _ zoP )�� \ - ` i /I / CONSTRUCTION DOCUMENTS. / r, � _~- _ - _ - - - . .:: Ot T 6941x' S"MCP \ ' - - - 7 / 2. CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT SCHOOL PROPERTY TO INCLUDE BUT IS NOT ® REMOVE GRAVEL "� _ - - _ - - _ - - - _ \ ` \\ \ \ / \ - / / / MHD LIMITED TO SIGNAGE, BENCHES AND OTHER EQUIPMENT. ITEMS THAT CAN BE MOVED SHALL BE RETURNED TO CONC. SINK 1� _ _ _ _ \ \ \ ) - r _ - __p ` \ \ \ \ \ - - - , \ / / TOP=69577' OWNERSHIP FOR STORAGE DURING CONSTRUCTION. _ _ �7'To - - - � � o \ - - _ _ _ - I INV 1N=691.71' 15"RCP - Y- 'T - \ \ \ \ \ INV OUT=691.62' 18" HDPE 3. ALL SIGNS THAT ARE TO BE REMOVED SHALL BE RETURNED TO OWNERSHIP. MILL &OVERLAY - - - - _ t - : -. _ - _ - I \ - - 4. ALL MISCELLANEOUS EQUIPMENT NOTED TO BE RELOCATED SHALL BE RETURNED TO THE OWNER. CONTRACTOR -�� __- - _ - ' _ _ - - - - _ - o SD INLET (GRATE) 5. PRIOR TO THE REMOVAL THE UNDERGROUND FUEL TANK AND ASSOCIATED UTILITIES, CONTRACTOR SHALL 1 JC I REMOVE TREE - - / - STEEP SLOPES roP 7oo.os' PROVIDE A TEMPORARY ABOVE GROUND TANK FOR USE DURING THE WINTER MONTHS OF CONSTRUCTION. 0 20' 40' Y"r _ 09' - - - - _ _ h (MANAGED) INV. IN=694.04' 15"RCP UNDERGROUND TANK SHOULD BE REMOVED PRIOR TO THE START OF CONSTRUCTION OF THE KITCHEN e ° INV. OUT=693.94' 15"RCP ADDITION. CONTRACTOR SHALL FOLLOW ALL REGULATIONS ASSOCIATED WITH THE REMOVAL AND DISPOSAL OF ------- SAW CUT THE UNDERGROUND FUEL TANK AND COORDINATE WITH ALL REGULATORY AGENCIES ACCORDINGLY. VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com • 000004 •49 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • bemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 Checked By Designed By Drawn By r� : , N / F 0 I\//kk QCR-kTGW IKOTARSKI> Lic. No. 0402048507 `l 8110120 �{e ,," �st/ONAL C. KOTARSKI K. MELLON K. MELLON ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN 8 WPO PLAN SUBMISSION 10.AUG.2020 DEMOLITION PLAN C2n2 -ROCK 1 coAL 11 \\ I / / I 1 ' r ' ! it / l I t \ ! \ LEGEND: \ \ ARMOR REMOVE CONCRETE El REMOVE ASPHALT CiD I / \ n ROCKARM�R \ 1 1 \ I ! I ' I I ' ,' /'� / \, /' ® REMOVE GRAVEL MILL & OVERLAY /4/6/'_-!!// x REMOVETREE - IfSAW CUT ' !' !' !! / //' ' '/ / ' /' /' ------ f I I I 1 I I I (3) TENNIS COURTS (36' x 18) II I \ \\ \ I I 1 I I 1 I I I I I 1 I I I I W SCALE 1"=20' 0 20, 40' GRAVf�L LANFj NOTES: 1. PRIOR TO THE START OF DEMOLITION, CONTRACTOR SHALL VERIFY THE x \ I I / p ' / / /, / / , DEPTH AND LOCATION OF ALL UTILITY LINES, THAT ARE TO BE REMOVED OR RELOCATED, ADJACENT TO EXISTING SCHOOL BUILDING. CONTRACTOR SHALL NOTIFY THE ENGINEER UPON DISCOVERY OF ANY DISCREPANCY BETWEEN FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS. 2. CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT SCHOOL � PROPERTY TO INCLUDE BUT IS NOT LIMITED TO SIGNAGE, BENCHES AND / OTHER EQUIPMENT. ITEMS THAT CAN BE MOVED SHALL BE RETURNED TO BLOCKRL�TAlN1NG / / / / / OWNERSHIP FOR STORAGE DURING CONSTRUCTION. 1 \ I 1 I 1 I I, I ! WALL 1.0' AW) / 3. I I I I / ALL MISCELLANEOUS EQUIPMENT NOTED TO BE RELOCATED SHALL BE ALL SIGNS THAT ARE TO BE REMOVED SHALL BE RETURNED TO OWNERSHIP. 4. 1 / / \ - - \ REMOVE F)ENC RETURNED TO THE OWNER. CONTRACTOR SHALL COORDINATE WITH OWNER ON FINAL LOCATION OF ALL NOTED EQUIPMENT. A. // I \ 11 I I I I I I \ I '.1; :I; c I�I:I:I: f \ \ 1 I I I I I � ��'1:�?��I;'I��I: 4✓Jr' / \I \ \II I / I I I.J. qI \ I \ J. ..I_I: \ \ 1 \ I ! , MHS TOP=670.43'W r IC \ INV. /N=662.97' 8" PVC (S) \ \ �HA/N-LINK INV. IN-663.2 1'8" PVC (W) \ ' FENCE I I 1 I I { I' 4:I \ m \ \ \ I I I INV. OUT=66278'8'PVC STEEP SLOPES I \ \ 1 . I 1 I MHS (MANAGED) I I I ' : I : ; : \ \ \ \ \ I I 1 I I 11 TOP=670.62' INV. = OUT.56'8'PVC V. UT6 IN63.09'8"PVC A \ I \ I REII/IOVE FjENCE I 1 I I I I I I \ \\ \ 11 II 1 1 I I ll \\ \\ I II I I I 1 TMP 56-64E \ \ \ I I COUNTY SCHOOL BOARD OF \ I 1 ALBEMARLE COUNTY, VIRGINIA \ I I I I I I \ DB. 1044, PG. 498 DB. 1096, PG. 703 \ I II I \ \ \ \ \ \ ZONED: RA (RURAL AREAS) \N MHS I 1 TOP=67762' INV. IN=670.82'8"PVC \ 1 1 ! ) I I I 1 INV. OUT=670.54'8"PVC RELOCATE \ \l xl ELECTRIC PANEL PROTECT \ \ EXISTING \ \ I TREES TO APPROX TREE DRIPLINE (TYP.) MAIN ' \ 15"DEC \ \ \� \ 1 z I I I I 8"DEC I I /� / A � A \ V A Q \ I REMOVE / - / \ / \ \ \ rn� \ \ \ \ \ \\ \ \ \ LI I I FENCE \ RELOCATE SHED. I !'! /\--_ \ \ \ STLEP AOPE y. - - -� PROT TT�ISY NG \ \ \\� \ (MANAGED) 8'x8' COORDINATE WITH II / REMOVE PLASTIC / \ - / - _ - - \ \ \ I SHED OWNER ON FINAL I , \ \ / 1 12"DEIC / BORDER : - TREES TO RRtMAIN \ 1 \ \ \ \ 9 \ \ LOCATION 6 ::: :: _ \ \ \ \ \ \ ® / — .r/: -\ \ - - -STE .SLC ES \ \ I o I \ AGED) - a - - - \ I / &" DEC' - / MTL. \ 'G \ \ \ \ \ 1 DEC 1 \ \ I \ a MjL. d BENCH \ / / \ \ I ' I 1 / ACy.y •, . _ / STEEP SLOPES ,, \ \ \ / bs' \ / \ \ \ \ \ \ \ I \ \ .. • ............. . 11 BE � �/ 1 // f _ / MULCH (MANAGED) / ' GAME • ' PLAYAREA \ \ \ \ \ \ 1 12 OE� / � \ --_ / < . RAC / SpC\ (SWINGS) I 1 1 I 1 \ \ \ \ \ \ \ \ 1 I I \ \- -\ ! RELOCATE - - / / \ \ \ \ \ \ \ 1 i::: \ , I ! I \ BENCH r \ I/ Mrz. tl \ /l 6JEC\ \ \ \ \ ! '• .'• . / / \ \ 15 Dt�C 15"DEC BENCH I \ \\ \ \ \ \ \ \ \ 1 \ I iOULGtr rL,41' AREA / \ cp 1 v / I I \ 1 \\ CHN/N-LINK \ / I (SET W/ SLIDES) (RAMP). '. .I .. \ W 4 DEC \ 'FENC \ \ 1 \ FRAM?) L:.,,.1..,,.,.., \\ .•••,,.,.. I PLASTIC 11 \ \ \ SWM / BlO TICO=666.77. 1 \ \ RDER /i / / Y/C0=686.54' \ \ \I,y) / ! ''� I \ % \ ! 8.. \ 1 1 II 1 \ \ \ \ n \ \ \ \ t \ \ \ I `n , ! r 1 ,%. I 1q / •' 10"DEC\ \ \ \ .. \ - 2EMOVE . .ASPHA'LT; /• '. / BORpEg. REMOIFE; C.ULVERT'PIPE.. • . , MULCH `q .7.t/j: /, I •,','I.'.'.'. I I \ \ \ I / — � — — — — — — I 'oy / N \ PLASTIC / . ' .0 •/ '. PLAYAREA 1\ \ \ \ \ \ \ STEEP SLOPES I .1 :O. ! , ¢ I I\ \ / (CRITICAL SLOPES) - 6 :: : 9 I \ \ \f BORDER) / .ASPHALT '.• \ (J-GYM \ I \ \ \ \ \ \ \ \ \\ PLASTIC\ I SI \ \ \ \ \ BORDER \ \ \ \ \ \ \ \ \ \ \ \ \\ \ l 'lI. ', �,' I I II � .11 �/- 4-UL=C \\ \\ \ \\ � �0d1 !) .%. •. .'/', � -- •'• .Y �j -_- b3s'(WI REMOVE ROCK AR _R- s8 \r! 5� = - �- 12'RCP EMOVE a' • s Nv=sso44' BIORETENTION FACE T1L — \ SIGNS �\ x\ \ REA�OV�P\AASTIC \\ \ \ \ \ \ \ \\\ Q / tz".RCPwul ) \ LH41N-LINK r_ ; +� - - - .\ . BORDER \ \ \ \ \ \ \ \ \ \ 1 t 1 REMOVE \ , / -ING.= 580.44' FENCE' - _ . ' �' 1 \ `\ \ I \ y\ _ \ 20' SA TARP SEWER EASEMENT \ \ \ \ \ \ \ \ \ \ I K. \ .'\.' \ \ \ / ..E�g \ \ \ _ '' REMOVE - - 1 - i - - - - ASPHALT _ 1 \ ')'\ \ \\ \ \ FOR AL iD1ARLE COUNTY \ \ \ \ \ \ \ \\ \ I \ \. \ / \ 1 - �� PATH ! / \ \ \ 8"�LAsnc y _ - FENCE - - - - - - - - - - - - - \ sFRvic AurF+eRlrY \ \ \ \ \ I CURB'.' INV.=682.0� \ \ rn \ OPP. END / i \ — \ \ I \ I \ \ \ \ w o \\ / . r 1 ( / i i / 15"RCPyY/FES \ _ \ \ \ \ \ \ N01'XOUND / / _ INifOUT=662.02' i I I ........ 6`btc :..; EMO SIGN / KEMOVEPQRfiION - - - - - - - - - - - \68S I I ' ... ',• ...... ,.. I�DISLAFIR -. -- _ -'-' ------ , \ � � j •I � � \\ \ \ \ \ \ �m \ \rl\11\/ I ' ! I I ' .. • •, � L - - - flF"1S" RCP CONE - - - - \ \ \ \' . \ \ \ \ m z --- - I �as \ \ \ \ \ \ -1 \ 11\\II 2 PLANTER \ •a , y /. \ �' / - _ - - SONCrSTE'PS ` \ - - _ _ \ \ \ \ \ \ \ \ \ 11 1 \ \ \ S 'G8 / / - 6 rREADs _ _ - - REMOVEC9NCRLT€ T P 676.38' \ \ 1 ~I..\� /. �SPK WALK / \ _ - �Sl`E AND RAMPS \ \ \ \ 1 \ \ \ . . . . i\ 6RISERS W/RAIL M \ \ \ \ \ \ \ 1 \ \ NV IN=668.15'8'PVC \ \ \ \ ' / ! I \ \ \ RELOCATE / ! I P� - — \ \ \ \ \ \ \ \ \ T=667.83 8 PVC LIGHT POLE ;.', / 5 / - - C E SEESH ,I' . •4 . — / / \ " \ ` \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ MAT H IN - EET 2.0 \ 1 \\\\\ \ \ ��� �1•� T �� � M' 1• > 1•M»i% 'Y ,i�l� M1.1•-�M� 1•i��>���iillm— mmm1 mMEllmil\� 1•��\�1• �� �I�>�1• 1•��1�1•����� v•/ TOP 6$9.33' 1 MANHOLEP, TO BE . ' J�EL'O /i' _ - P{R� Y€CT BENCH /- ' \BANTER \ \ \ \ ( . . . ' . y / / l� / CONIC STEPS- .{ CANOPY \ \ \ \ \ b \ \ \\ \ \ \ 10 \Q INV. lN= 83.4:15":RCP N::.: ADJUSTED P R'FINAL • IGHT POLE i.'. / r', i \� \ \ \ \ \ \ s \ \ \ \ O . I'.' l _ . �. / C ANDLANiZCAPING _s92- 2rREaus, /yP) n INV. 1N=6 3.:40' 11'".lt©RE: IN::: I GRADING.PCAN, _._ .. _ _ / _�RL�ERs - i I _ Q.. ..,.. ice,% .. .-/ / \ i i _ A,IVCZIT _ \ \ \ \ \ \ \ \ \ \ \ \ INV. Nd 684;13'4":($LDJ:: / I I\, .i4i. ) �SAWCUJ \ \ \ \\ \ \ \\ \\ \ \ \\\ �\` \\ \ \ \ \ \ \ \ \ \ \\\\ IN V 0-683:40' 15" / CONC. l '. •. .- � /. .I. .,'. r \ i % � ` ` 18"DEG t \ \ \ \ \ � \ \ \ � -VVQOD PED. o \ \ \ \ \\ \ \ I � \ i \ - \ / REMOVEASPHAC' l - .o . I,.. /•. / / / i 3' W DOOR 'I0 \ \ \ \ \ M � l O / \ \ i i . �' 3' (W) DOOR \ \ ` \ • • `' � • .i. . I"FFE=693.45' \ ! I I ..I' \ •. , i.., I , i �\ \ \\ \ �\ \\ \ \\ \\ �\ \ - \BRIDD�iC� \' \\ \ Q /CAN9�Y FFE=693.4 i' (rHRESHOLD) \ \ \ \ \ \ \ \ \ \ \ '� (I _ _ - ( / COLUMN \ \ \ \ \ \ \ \ ♦ \ p� u\ q\ . % j • I / 7 TYP) G 1.0' 0 TYE. (THRESHOLD) COLUMN \ \ \ \ \ \ \ \ \ \ \ p8p \ \ ` �\ \ \ \ \ \ \ \ v\ \ \ \ j \ I RELOCAT.E'. MHS .) I —MHS ! / Ulf \ \ \ \ \ \ \ \ \ \ \ \ T \ \ ' LIGHT POLE'.'.'... /� .! TOP-68g.96' /\ G Lo'a rYP. \ 'e \ \ \ 68 \\ \ \ m \ \ �s \ \ \ \ \ \ \ \ \\ 1 m TOP=676.13' REMOVE PORTION I'.' — ' ' % %• C NV. lV 673.74' PVC-LAT' ! 3'(W)DOOR ` ` 90 \ s / ! ) REMOVE CONCRETE 3 (W) \ \ \ pORTIOITOF SAt�I7ARY \ \ \ I \ \ \ \ ` \ 8"Pvc\ \\ \ \ \ \ \ \ \\ \ \ \ \ \ INV. IN=sss.ss8"Pvc / 69Q f . . . lNV IN-673.44' 8':PVC NW ! DOOR \ \ 't \ \ C \ \ \ \ \ \ I OF 15" RCP \ \ \ \ INV=676.84' \ \ \ \ \ \ \ \ NV. OUT=66563'8"PVC • V OUT=673.20'8"PVC / WITHIN BREEZEWAY C \ \SEVVERVNE TO BE \ \l \ O2� \ \ RELOCATED (S E ARCH \\ 12"DNc \ \ \ \ \ \ \ \ REMOVE SO INLET ! /.' b . / \ \ \PLANS \ _1 IX1,ST. AD Q \ \ \ \ \ s\ \ \ \\ I I{ _ — .. Q _ _ u' . '.. \ , MANHOLE TOP TO BE - ; \ \ \ \ \ \ \ \ \ \ \ REMOVE \ \ REMAIN cp. SD/NLET(GRATE) t. ` �" V ADJUSTED PER FINAL I I \ \ \ \ \ \ \ \ \ I I TOP=689.00' I' - / — ' I L'.'.'.' SIDEWALK CONCRETE ! / CONIC. I < GRADING PLAN \ \ I - _ i lNV OUT=68500' 15"RCP � l•I % DEWALK / 1 b d 1 3' (W) DOOR \ \ \ ® I , \ \ \ \ I A 3' (W) DOOR t CONC. FFE=693 45' \ \ 3' W DOOR \ \ \ \ \ \ \\ \ \ \ \ \ I I IIIIII II I z \ (i \ \ \ \ 1 FFE=693.46' CONIC 1 MECH. I TOP=69t.'WEC -6"QL-69283' (THRESHOLD) FFE=681. 36' 1 \ \ \ I I\ (THRESHOLD) \ YARD J % \t40'T=689.89' BOT=689.90' \ \ (BSMT.) VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com •�4p000 •49 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • bemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 Checked By Designed By Drawn By e '� s 'lJ & � I w Q CR-kTGW. J. KOTARSKI Lic. No. 0402048507 ,, 8/10/20 o, OS /yam'' NAL C. KOTARSKI K. MELLON K. MELLON ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 DEMOLITION PLAN C2.3 1 WIDE I. I //i' 7 7 \ 12"DEC ON E RISERS ° CONC S at. •I //i// °. / \ '-1 PLANTER TRIP C TF1 HANDRAILS .'• CA Y 6S N WHITE I / E (TYP.) / / C ° °,/� CONCAETEACCESSIBLE J al yP� PWITFhkIANDRAILS / / aCONC / \\ 4" WIDE YE L IOW / / CONC. ` '• P.)1.3,(W g„DEC WALE, "\ \ STRIPE aI � // III / / <. �\ /� °" :.3'(W)d° / i� III• °°/, I / ° ' - / / .. ° `GONG. 4UALi' : 3'(W)DOOR Q / \ 5' 3' (W) DOOR • . ' ° (WJ . + I FFE=693.45' S\ \ w 8' + FFE=693.41' . ° 4 ' . • ° '° °' / •d° CANOPY COLUMN (THRESHOLD) d • (THRESHOLD) \ \ SANITARY \ \ MHS MHS ( ) �G' 1.010TYP. I COLUMN / / �\ \ \ SEWER U / I III I ° TOP=689.96' GO 1.010 TYP. \ ', • M \ \ CONNECTION \ m TOP=676.13' / A \ \ INV. lN=6s585'8"PVC Q I \ / INV. 1N=673.74' PVC-LAT 3' (W) DOOR 3' (by) I b \ \ \ INV. OUT=66563' 8" PVC 1"TYP WAE-K COPPER I r D T INV. I DOOR DOMESTIC WATER LINE } �18' I ADJUST CONE SECTION � I \ (MIN. 3.5 FT COVER) i / 1 / J� III, ° I / \ INV. V. OUT=673.20'8"PVC OF MANHOLE TOP TO 0�2 lz"DEC l \ \ \ \26 \ \ \ A. bS MOVE LID INTO THE S \ / ° • I CONCRETE SIDEWALK PROPOSED \ \ \ ADJUST CONE SECT40N ENCLOSED OF MANHOLE TOP TO CONC. VESTIBULE ` GATE \ \ \ \ I \\ \ MOVE LID OUTSIDE OF ® ® \ \ / / 3' (W) DOOR b b conk. ' ((W) DOOR 3' (w) D OR 5 \ z 4" WIDE WHITE / \ \ STRIPE (TYP.) THE PAVED AREA R a ° FFE=693.46' CONC. 6" DEC 6" D C (THRESHOLD) FFE=681.36' ECH. I N / / •I I ' : (PG12; (THRESHOLD) (BSMT) \ `2 \ MATCHLIN SEE SHEET C4.1 N10 I ° ° TEMP. ABOVE GROUND WOOD SCREEN WALL \ \ ADJUST GATE �,b� - II \ ° I ° OIL TANK LOCATION 554y+�y, 6"DEC 6 FT HEIGHT \ \ \ l °' AEC, p < • (SEE NOTE #1) SvLY S i FFE=693.42'LI \ VALVE PER SvLY .......... ° VAULT . , . • ° °: '•d FFE-704.2T L2 GRADING PLAN / I °d °•d: 6'(W)OBL. DOOR Q I I ° FFE=693.44' 6"DEC °• \ \ / R40 O O 6' (W) DBL. DOOR \ \ \ ADJUST VAULTS, A ,' 3'(W)DOOR CONC. CONC. FFE=693.43' I \ IbS \ \ \ Q FFE=693.43' \ Z BACK -FLOW PREVENTER, m I / / 6'(W)DBL. DOOR CONC. 3'(w)DooR \ \ \ N HYDRANT AND PIV PER W / - - APPROX. LOCATION OF EXIST. FIRE LINE (GROUND) PLANTER(TYP) 6'(W)DBL. DOOR (GROUND) FFE=693.43' ® 10 v) a' / LEVEL 1 FFE=693.40' LEVEL 1 FINAL GRADING PLAN P� / CONNECTION. CONTRACTOR PROTECT BID LINE I BLOLINE STAGE ASSEMBLY AREA PROPOSED \\ \ \ 6FE=69BL.DOOR ) MOVEMENT © DURING CONSTRUCTION (TURN DOWN SLAB FFE=693.43' (/� BACK-F w � 6'(W)DBL. DOOR 20 FT WIDE OVERHEAD SANITARY ;o p /° CONTRACTOR TO PROTECT CLEANOUT AND ASSOCIATED UTILITY LINE FFE=693.43' 3'(W) DOOR ADDITION SEWER ELECOOLING FFE=693.62' SECTIONAL "GARAGE" DOOR \ \ / UT l TOWER ON BUILDING SERVICE \ vN b / CONC. PAD TMP 56-64E OVERHANG (2) 6" RISERS WITH CENTER HANDRAIL \ x / 24' / / APPPROX. LOCATION OF 12' PVC DOMESTIC WATERLINE. COUNTYSCHOOL BOARD OF 2 12.46' / / EXISTING CROZET O 6" RISERS _ \ � N °" / CONTRACTOR TO FIELD VERIFY PRIOR TO CONSTRUCTION. ALBEMARLE COUNTY, VIRGINIA ° I 15 � Q WITH CENTER HANDRAIL /�. /zj i'v'rR' I JG / I RELOCATE AND PROTECT WATERLINE ACCORDINGLY. ELEMENTARY DB. 1044, PG. 498 VAULT j / SCHOOL BUILDING DB. 1098, PG. 703 - 0' q 10c'. PROPOSED 6'(w) DBL. DOOR ZONED: RA (RURAL AREAS) ,d __J LANDSCAPE RETAINING WALL (TYP.) I MOW / / S / / KITCHEN FFE=702.33' MULTI -LEVEL LANDSCAPE RETAINING WALL (TYP.) (2 FT HEIGHT) I C mowMAINI NAN E I/ I (10) 4" GS/GR (GEOTHERMAL) PIPING MASONRY, BLOCK& FRAME (2 FT HEIGHT) I 1 \ . j ADDITION ACCESS d CONNECTION TO KITCHEN ADDITION SCHOOL FACILITY ." 8 7" RISERS WITH I \ STORY STEPS COURTYARD () I \ STRIP \ \ CROZETES. CENTER HANDRAIL \ I (1407 CROZETA VENUE) (ASSEMBLY AREA) ° - ° I \ (5FT MIN.) d° CONCRETE ACCESSIBLE / yP� / CURB s'(W)oBL. DOOR $ 7" RISERS WITH \ O / 5' RAMP FFE=702.35' 6'(W)DBL. 6'(W)DBL. DOOR O " .. g ° RAMP WITH HANDRAILS ° DooR FFE=7oa.32' CENTER HANDRAIL m' \ H2O RATED GREASE TRAP G E I MH BLACK OMEGA FENCE 6'(W)DBL. DOOR RETAINING WALL TYP. WITH GATE (5FT TALL) \ 15' SEME UN RGROUND (P ( ) ? '•'' '• TO=678.66\ / 16 (6) 6" RISERS CONC. STEPS `FFE=704.30' d ° ' UTILITYEASEMEN ER COMGINY I / / I ADA LANDING 1 6' e' °' (4 FT HEIGHT) a : d: NV. 1N=664.93'8 VC (N) \ ELECTRIC 90WER COMPyNY / � WITH HANDRAIL ° ,• 2TREADS, ADA LANDING ° '.° $ PROPOSED I INV. lN=664.87'8" VC (W) OB. 1101, P . 310 / R5' d , 3RlSERS CANOPY BLACK OMEGA FENCE - d CLASSROOM I INV OUT=664.84' "PVC \ LOADING DOCK SEE ARCH. PLANS ° ° APPROX. AREAS LOADING ( ) (4) 6" RISERS GATE DOOR ,. •i \ {� •• • ''• ADDITION I k \ 3' (W) DBL. . DOOR (3) 6" RISERS - - - - - coNc. - - - - - - ° WITH HANDRAILS Cr / / I I � SPACE � ` PROPOSED 206ACSA� ° J ° � O RECENI�Y-PLANTED WHIPS CROSSWALK 6' J WITH HANDRAILS ,• < ygLL 5' ° ADA RAMP WITH HANDRAILS \ \ STRIPING 5' 1.5'(W) . WATERLINE EASEMENT 131.2' „ , , 3 Y ? RETAINING WALL (TYP.) TYP. OUTDOOR SITTING AREA 2 "WATER METER VAULT I / / I (TYP.) 6' CONC. � 3 3 FT HEIGHT) / / I I (SEE ARCH. PLANS) d a wqu CONC. m 5' (END OF ACSA OWNERSHIP) 10't�`20 6S 3" PVC DOMESTIC WATERLINE I/ I (3) 6' x 5' 'DUMPS "RS d' 5' •'d ° 3" CLASS-52 DIP DOMESTIC WATERLINE CONNECTION I \ /TOP=698.05' IC I I 4, -'-CLOSURE . °` • ;' • • .. •d .' • " d ' �. b b b b \ ...\ . \ I INV. 1N=680.35'8"PVC I , 4 •; d RISERS ° � °° LI E CONNECTION " CLASS-52 DIP RE I \ I j • •° • ' • . WITH HANDRAILS 8"DEC 8"DEC 8"DEC 8'DEC °+ . 5.85' I I INV. OUT=680.25'8"PVC R fi I I III I I R3' ° 4' "NO PARKING �PD/T��SW ~ "NO PARKING FIRE LANE" SIGN CG-12 CONO SWK NO PARKING FIRE LANE" SIGN a°.. ° FDC ; W r y D \ I - FIRE LANE" SIGN CURB d. ° ° EXIST. CURB CURB 45. B6ND.S n \" 1 \ \ I II I a 5- .. d CG-2 EP . � EP i \ z } EXIST. CURB 8" X 6" REDUCE CG-6 I I I I I CURB R5'- -PAINTED YELZOV�J - EXIST. CURB \ - -� NO PARKING RAMP - CROSSWALK 6.42' ISERS N RAMP CROSSWALK RAMP' $" CLASS-52 DIP STRIPING (TYP.) w ®- R5, FIRE LANE CURB EXIST. FLAG POLE FIRE LANE" SIGN I _ w a STRIPING (TYP.) I 8"X8"TEE I I I I (2) BOLLARDS I - - - 45° BEND WITH DRAILS I ORETENTIO CURB (4) ADA PARKING SINS I I I I (TYP.) . (2) ADA �6 I FAILITY 26 \ \ L_ R15' CG-12 PAINTED LANE CURB 6' X 3" TEE° ` RETAINING LL WITH I 1 \ _ b v SAFETY RAIL I I I I CG-12 & VALVE I \ 4- mar'- emu' I ° (3 5 FF:HEIGHT) I \ I I I U w --UGP - UGP �'d✓' UG 6" UGP UG mot" UGC UG 6,^ 12" 6 R26' I I x I I i0 CONC. SWK - + ° .: • ° ° a ° . 5, 4' ` , u 5' CONC. SWK - - - - - - ---- d Cii-2 G-2. -e° 1 CURB I I PAINTED YELLOW I I I I U FIRE LANE CURB 13 1$'..'.' ..1.8" '..' 1 Y/65 20' 1 .72' \ I I � 12" DEC 0 \ I 24' •' I' �.Y .' .' BUILDING I OVERHANG XX X ... ..... I ) I RELOCATE R4' R4' �kXkXYX�� X X Y v V . ...... X. 1.1.... 8ice '. f S ) R R5, U \ . I I I I EXIST. CUR A" I I POWER LINE o STOP AND R5', y \ m \ STOP BAR RESTRIPE EXISTING 5' 5' RESTRIPE EXISTING' °a ` STEEP SLOP Z U 6" CONC. EDGE )CONC. WHEEL CROSSWALK PARKING SPACES I I RESTRAINT TYP. PARKING SPACES (MANAGED) m� I GRAVEL ( ) PAINTED YELLOW STOPS STRIPING TYP. (6) CONC. WHEEL 4" WIDE WHITE m \ z RELOCATE POWER (TYP.) STRIPE P: STOP SIGN'AND I FIRE LANE CURB STOPS 5 A' STOP BAR . PAINTED YELLOW ILTER STRIP LINE AND TIE IN LIGHT RELOCATED �. R ' o I (TYP) RT POLE SERVIC - SCHOOL SIGN I I I a I 9, EXIST. CUR FIRE LANE CURB 60' • \• • \ \ CLEANOUT � ° � RELOCATE POWER N .° "NO PARKING $ 5 d 5 LINE AND TIE IN LIGHT PAINTED Y C9 FIRE LANE" SIGN D \ \ I I I (TYP.) 1 4' °': U a POLE SERVICE' FIRE LANE CURB' \. ... I I I P R 26'-.. \ . I I I I I I I w 6" CONC. EDGE CURB 4" WIDE WHITE " .'•• CURB 4" WIDE WHITE \ II I I I I I I I l U RESTRAINT TYP. IPE TYP. v (T\ P) STRI P. 2' D \ \ 1 D I. D I 3s 1 R14 1 \ W 13 I NOPA KING ANY I CG2 ° "I o. ___ _ ___ _____ CONCRETE 9.38' J D WHEELED ACCES GATE' 7EME" SIGN I R10 R5, R10 R3' 5,' CG-2 ° E-W POSITION URINGI I I I I 9 d SIDEWALK BEORELE TION \ �I I� 6" CONC. EDGE RESTRAINT �75' FRONT SETBA R3' � ��`{{ SCHOOLMOURS 4" WIDE WHITE 4" WIDE WHITE (TYPO (TYP.) D E / C.ICA`YT . . N-S POSITION DURING I I STRIPING (TYP.) STRIPE (TYP.) 24' SPECIAL E\(ENTS STOP SIGN AND D I x U :, �oJ 9' STOP BAIR 9' D R56' CONTRACTOR AHALL I I I I R �(TYP.)� R_ R20' ' EMERGENCY ACCESS I .21' MOW /C R10' CG_2 - PROTECT EXIST. �IBER 156 LF o LINE FROM DAMAGE I I LU R10 MAINTEN\ ACCESS A C DURING CONSTRUCTION I I III I I I - \ 7 � _ d•• I N 74' -y 1 YIELD ��� •+:;%.. REINFORCED TURF(GRASSPAVE20� / \ IO / STRIP II I I CG-2 I SIGN - - - - - - - - \ CONTECH URBANGREEN R�STIC PAVERS) (5FT II I I II '° °•e •d ..° ':• •. ..:CG-6 .. .�;• '• I \I 6" CONC. EDGE 20'WATERL/NEEASEMEN, FOR ALBEMARLE COUNTY PINTED ELLOW FIRE LANE CURB 4" WIDE �/ITE 8"DEC GRAVEL RESTRAINT(TYP,) l/ A SERVICEAUTHOR/TY Cl I 6, R8' II I I I II II aI I \ /\ 'ut ( I STRIPE TYP.) l \ / DEC/ \ 8"DEC DB. 116PG. 28 6DECFILTER STRIP 4"WIDE WHIE (TYP.) PAINTED YYLLOW FIRE LANE CURB / e ( I STRIPE J \ \ 6"DEC - - I \ / y7 PAVEMENT 12' ! \ 6"DEC 6"DEC / \ ATREE O 12' 6"CON�EDG� � OR/IPLIPLINE(TYP.) D 8 8^ECO I STR IPING OO---- II 12' 0 5 R20' -� \ TIE TO _ FHA RESTRAINT (TYP.) I I I I I \I 12"/ / \ 12"DEC 4" WIDE WHITE I O EXISTING I CURB ..NO PAKING ANY TCURB STRIPE 10' R25' ATREE (3) REMOVABLE BOLLARDS R10' 24' _JvE SIGN DRIPLINE(TYP.) TRANSITION R2O' VARIABLE WIDTH POLE LINE EP _- EASEMENT FOR VIRG/NIA I I ELECTRIC POWER COMPANY - _ _',- 0 \ I I I C9 DB. 1101, PG. 310 't -- - LL EP PAIRT WITHIN RIGHT-OF-WAY PER VDOT II I III / U WHEELED ACCESS GATE �__- \ R2'---------_ E-W POSITION DURING SCHOOL HOURS R2' c� 6" CLASS-52 DIP S I I RD / I I N-S POSITION DURING SPECIAL EVENTSsoma TCURB TRANSITION MUTCD STD EP ------------------ _I I II _____ ___ - _ - - - TURN ARROWS -UFO-- I I seRa=- _ I:�\pHP OH� I� STEEPSLOPES EXIST. STOP BARsom_______-� -UFO - \ I (MANAGED) EXIST. STOP I _ UFO - SIGN 3 -� CONC. SWK - LOCATE AND CONNECT TO I EP IOlga I - -UFO- _ EXISTING WLI ATERNE GHP ® - - -UFO ll CROZE1JWlfVVlTF[ 6" ING SLEEVE AND VALVE. IP R25' dHo I - - __-_- Rz5' T AVENUE EP _uFo- off �sAN� - Q dHo CRDZE I - _ ______-- _ - - STATE ROUTE 810 CURB -UFO = _ - OH� L STOP SIGN AND dH (VAR, WIDTH R1 - _ -UFO - GRAVEL O DB. 1096,PG. 741EP -UFO ENTR. MHS STOP BAR - -_ EP TOP=704.14' Ho C&G �UFO � -= OHP LEGEND: INV. IN=692.25'8"PVC - -W- _-- - �� OHP� INV. OUT=692.03' EP d 111 ' _ d _ _ _�_ _ OHP- CONCRETE SIDEWALK � GRAVEL ROAD cac 11 ' - � _v OH Ho _- - .s OHP HEAVY DUTY CONCRETE REINFORCED TURF OH� dy CONC.SWK 0_ - OHP OHP HEAVY DUTY ASPHALT BIORETENTION PLANTINGS - C&G C2GVN LIGHT DUTY ASPHALT DDD�D° MULCH PLAY AREA NOTES: �Op Pp� o;. CONC. SWK 1. CONTRACTOR SHALL PROVIDE A TEMPORARY ABOVE GROUND OIL FUEL TANK TO SERVICE THE SCHOOL �:.,. DURING THE WINTER MONTHS WHILECONSTRUCTION IS ONGOING. REFER TO ARCH/MEP DRAWINGS El ASPHALT TO BE MILLED OVERLAID & O El S TONE DUST FOR FURTHER DETAILS AND UTILITY ROUTING. ;. ti � 2. A KNOX BOX SHALL BE REQUIRED FOR THE PROPOSED BUILDING ADDITIONS. CONTRACTOR SHALL 0 0 a COORDINATE WITH THE FIRE MAR HAL' OFFICE FOR FINAL LOCATION. 4 COO S S O C O OC N. O o LLLJ EXPOSED AGGREGATE IM PERMEABLE PAVER ° ALE 1 "=2 ' SC 0 STEEPSLOPEs 3. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL (SWM PAVE AQUA BRIG) h (MANAGED) BE A FULL CUTOFF LUMINARE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM o ADJOINING RESIDENTIAL DISTRICTS. SEE SITE PHOTOMETRIC SHEETS FOR ADDITIONAL INFORMATION. 0 20' 40' GRAVEL FILTER STRIP b VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. eCb marle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 Q CRAIG W. J. KOTARSKI Lic. No. 0402048507 r0 Checked By Designed By Drawn By C. KOTARSKI K. MELLON K. MELLON ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 LAYOUT & UTILITY PLAN C4n0 1 J� I � I I \ ) I \ J12' \ CHAI (LINK FENCE \ 1 FT HEIGHT \ \ N PARKING SPACES TO BE USED DURING SPECIAL EVENTS ONLY. CAR ACCESS TO BE PROHIBITED FROM BUS ENTRANCE 1" TYPE-K COPPER DOMESTIC WATER LINE (MIN. 3.5 FT COVER) STEEP SLOPES \(MANAGED) 4" WID� YELLOW STIR E 4" WIDE WHITEI STRIPE (TYP.) i M R1 9' i — (4) BASKETBALL GOALS 10 FT RIM HEIGHT BASKETBALL COURT STRIPING 4.. '1 d A PAINTED YELLOW FIRE LANE CURB 7 CHAINLINK FENCE 5 FT HEIGHT R, \ \ I GEOTHERMAL WELL SUPPLY AND 26� I RETURN SERVICE LINES (10) 4" GS/GR (GEOTHERMAL) PIPES e, °. � I (48" MINIMUM COVER) b BIORETENTION FACILITY 3A GOAL EXISTING SOCCER FIELD CONTRACTOR TO REPAIR IRRIGATION SYSTEM DAMAGED OR REMOVED DURING GEOTHERMAL WELL INSTALLATION. REESTABLISH SOCCER FIELD GRADES AND TURF QUALITY TO MATCH EXISTING CONDITIONS. APPROX. EXTENT GEOTHERMAL WELL FIELD. SEE MEP PLANS T! COUNTY SCHOOL BOARD OF FOR ADDITIONAL INFORMATION. ALBEMARLE COUNTY, VIRGINIA DB. 1044, PG. 498 RELOCATE SOCCER GOAL DB. 1098, PG. 703 OUTSIDE OF LIMITS OF ZONED: RA (RURAL AREAS) DISTURBANCE UNTIL SITE RELOCATED (4) 6" CONCRETE RISERS IRRIGATION WITH HANDRAILS 4 ELECTRICAL PANEL CONSTRUCTION IS COMPLETE. MHS TOP=67762' INV 1N=670.8.' INV OUT=C: J ..,JAL NOTES: 1. CONTRACTOR SHALL PROVIDE A TEMPORARY ABOVE GF OUND OIL FUEL TANK TO SERVICE THE SCHOOL DURING THE WINTER MONTHS WHILE CONSTRUCTION 11 ONGOING. REFER TO ARCH/MEP DRAWINGS FOR FURTHER DETAILS AND UTILITY ROUTING. 2. A KNOX BOX SHALL BE REQUIRED FOR THE PROPOSED BUILDING ADDITIONS. CONTRACTOR SHALL COORDINATE WITH THE FIRE MARSHAL'S OFFICE FOR FINAL LOCATION. 3. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP TH4T EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINARE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS. SEE SITE PHOTOMETRIC SHEETS FOR ADDITIONAL INFORMATION. jBLOCKRETAINING WALL 1.0' (W) LEGEND: CONCRETE SIDEWALK GRAVEL ROAD HEAVY DUTY CONCRETE REINFORCED TURF HEAVY DUTY ASPHALT BIORETENTION PLANTINGS LIGHT DUTY ASPHALT MULCH PLAY AREA P' 1 ASPHALT TO BE MILLED & OVERLAID STONE DUST EXPOSED AGGREGATE IM PERMEABLE PAVER fSWM PAVE AQUA BRICI GRAVEL FILTER STRIP \\ I � I \ U \ 1 I I I � � I \ i \ — — MHS — — TOP=670.43' \ INV. 1N=662.97' 8" PVC (S) INV 1N=663.21'8"PVC (W) INV OUT=662.78'8'PVC \ MHS \ 6= O f TOP=670.62' � ti \I \ INV. UT.56'8"PVC V. UT INV 1 1 N 1 --'r SAN onSAN \ \ APPROX. TREE 5' 2 / \ � / \ 15" DEC \ \ rd ..................... i..'.' .... ......... . �........ ........ ........'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'....'.'.'.'.'.'.....'.... \ .. .. \ .. vc" .✓v'c✓..v. "✓c.�v`�.1 7 vb�.. `.' .... .. ./ ./. .\ ... 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UT=667.83' 8"PVC \ I RELOCATE CLEANOUT O O \\ \ U .d �'/ �- / q:.,. : d: \ \ MATCHLINE -SEE SHEET C4.0 \ /\ 000 FEE I I /12" DEC WHITE (5) 6" CONCR E RISERS PLANTERa YSTRIPE /P. covc. \ T; �.• . CONCRETE ACCESSIBLE J4Z. Il�/ P WIT"ANDRAILS44 \ \ \ \ GONG. a ° \ R \ 'd 8"DEC \ \\ oo\ \ \ 4 C \ \ \ d q � 3' A \ 5' 3' (W) DOOR FFE=693.45' O `r Y. • ° •°' % d•' CANOPY FFE=693.4V d ° _ (THRESHOLD) I I ' / ' (TYP) COLUMN (THRESHOLD) e : a \�� \ \ \ SANITARY \ �\ \ \ ° / MHS �G 1010TYR COLUMN / \ / \ \ \ SEWER MHS TOP=689.96' GO 3' w DOOR 1.0 0TYP. m \ CONNECTION \ m TOP=676.13' INV IN=673.74'PVC-LAT ( ) ° I 3'(WJ A \ \ \ INV/N=66585'8'PVC I 0` / NV 1N=673.44' B" PVC (NW) DOOR / \ \ \ INV. OUT=665.63' 8" PVC T-18' ADJUST CONE SECTION I \ \ 9' / I ° I / \ INV. OUT=673.20' 8" PVC C� \ \ \ I I' � \ti OF MANHOLE TOP TO UZ \ 12"DEC bs MOVE LID INTO THE PROPOSED \ \ s \ i I° • I \ CONCRETE SIDEWALK \ \ \ / tl /: e.I ADJUST CONE SEC`F4QN ENCLOSED OF MANHOLE TOP TO coNC. , VESTIBULE / e MOVE LID OUTSIDE OF soh i��s'�ti��' 3' (w) 000R ® ® GATE 5, \ / THE PAVED AREA 3' (W) DOOR �j '�.{ CONC FFE=693 45' ECH \ \Q R40' °� ' ° FFE=693.46' CONC. (�'G-128' d (THRESHOLD) 6"DEC 6" ,1C (THRESHOLD) FFESM .36' (BSMT.) \ 26 \\ \ /CANOPY D I (SEE ARCH. I • 10 ' I PLANS,- 4" WIDE WHITE I I STRIPE (TYP.) I A T I '•°"I T VMDO Architects 200 E Market Street Charlottesville. VA 22902 434,296.5684 vmdo.com •�0000 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. bemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 Checked By Designed By Drawn By � I Q CRAIG W. J. KOTARS 111 > Lic. No.. 0402048507 C. KOTARSKI K. MELLON K. MELLON ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 LAYOUT & UTILITY PLAN C4n 1 / I i I I I I I I I I I I I � I I ' 1 I 1 I I I I I I I I I I I � I \ I I I GRAVEL LANE \ I I I I I I I II I 'I I II I I I I I , I I I \ ' I 1 ' I I I \ I I '1 I I II I I I \ II ---------- I I —x I I II I I �f x I \ I I II \ I I II ;I 690\ I I � � � �� 95.5' I I I I I I � / � , I , , I � I I I i I I W x \ I \\ \ I \ \ r� � II 1 \ 1 1 \ \ I \ 1 \ � 1 1 I I \ 1 1 I I \ 1 1 � \ I \` \\\ \f I I I I I I I � I � I I I . ► , I � I --x—T_ I/ 6 CLASSROOM FLEX PLEX FFE = 69f.50 (BY 0 ER) I i CONTRACTOR SHALL INSTALL GRAVEL ACCESS ROAD PRIOR TOI THE INSTALLATION OF THE I TEMPORARY CLASSROOM TRAILEF I I � I / / / , I I I I I Y EG II I 1 1 x I I I 1 I I 1; 1 1 GRAVEL AREA I I x I II I I I x I 1 I I I I I xl I 23 FT METAL RAMP WITH HANDRAILS 1"COPPER WATERLINE FOR TEMP. CLASSROOM TRAILER. FOLLOWING TRAILER REMOVAL CONTRACTOR SHALL CAP WATERLINE BENEATH GRADE (3.5 FT COVER MIN.) \ 1 1 I II 1 1 I \\ \ I I 1 1 I 1 1 I II I I I \\ \ 1 I I I I I 1 11 I I I I I I l I \ I I \ I I 1 1 I I \ \ I I 1 1 I I I I \ I 1 I I I \ 1 I I I I I \ 1 1 1 1 I I I \ 1 1 I 1 I I I \ 1 I I 1 I I 1 \ \ 1 I I I \ 1 I 1 I 1 I I I 1 1 I I \ \ 1 I I I I ' I I I 1 I I I I I I \ I I 11 I 'I I I I I I \ I I I I I I I \ 11 I II I I II I I I I I I I 1 I i I I +1 I I I TEMPORARY CLASSROOM TRAILER TlD BE I INSTALLED OVER TOP OF PROPOSED ` I I I BASKETBALL COURT. BASKETBALL COURT , i PAVING AND CONSTRUCTION SHALL TAKE PLACE FOLLOWING THE DEMOBILIZATION OF I I1 THE THE TEMPORARY CLASSROOM TRAILER. I 1 I I 1 I I I I I7 I I Ln Co 1 I 1 I \ I 1 I I I I I I \ 1 1 I \ I 1 I I I I I Q I I I SCALE V=10' I I \ \ I I I I I I I I I I I I I 1 I I I I 0 1020' I I I I 11 III I II I I I I 1 ' I I \ I I \ I I 6 4" \ SANITA♦Y SEWER CONNECTION FOR 1 TEMP. CLASSROOM TRAILER. FOLLOWING I 1 TRAILER REMOVAL CONTRACTOR SHALL REMOVE SEWER LINE BACK TO THE I 1 \ NEAREST C�EANOUT AND CAP SERVICE. REMAINING LINE TO BE FILLED WITH I 1 FLOWABLE FILL AND ABANDONED IN PLACE. j I 1 I COf TRACTOR TO PROVIDE CONCRETE I 1 SID�jWALK PATH TO ALLOW STUDENTS TO I TRAWEL BETWEEN THE EXISTING SCHOOL I 1 ANDITEMPORARY CLASSROOM TRAILER x , • I � I 2N \ I II I I I 1 I I I I 2� I II I I I I , I 5 Z-1pI / 4 X 1 ' 1 SAN �/ SAN SAN in SAN / x CD , I I I �I I 1 / /UG / — — / \ \ VMDO VMDO Architects 200 E Market Street Charlottesville. VA 22902 434,296.5684 vmdo.com TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • Iblemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 �,��t�ly��iri U CAAGW. J. KOTARSKI Lic. No. 0402048507 FI 8/10/20 _el Checked By C. KOTARSKI Designed By K. MELLON Drawn By K. MELLON ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 TEMPORARY CLASSROOM TRAILER LAYOUT C4n2 1XDEc \ \ \ \ ` ` \ \ \ \ \\ Y` \ IL7H0rBIORETENJIOf� \\\ \ \ 773P=6$8.33'. I B9FfOo1„ 15" RCP \ INV. lN= 83 58' 15;,.RCP N . . I II \ / / I / ELEVATION = / / \ /' _ s92— `' _ . ` ` \ \ \ \ ` \ ` \ \ \ 6s \\ \ \ \ \ \ \ \ \" t\h Q INV. 1N=6 .40' 12"HDPE' W I I _ I - 68 \PROP.\ \ \ CULVERT PIPE \ \ / m /. ' ' TIE IXIST. PIPE TO INLE'T INV. Nr6B4.34"'($LD)' l I --\ J / I - 6O P� y `J \) - //i C'\\ \ \ \ \\ \ \ 1\ \ R TO CATION INV. O-683:40' 15" RAP _ / / 9 / / _ ® IXISTRACT PR OR O CIONSTORUCTIQN OF \ \ \ \ 2 231 \\RI�RAPIITLET`�\ PRbTECrGN s\� 69 ! // \\ Y- \ \\ I Z / ! EMERGENCY s \ \ \ 23 / 1 /\ I \ \ 6 \ \ `\ 8s \ a \ \ s \\ \ \\ \\ \\\ \\ / ! OVERFLOW DRAIN ` \ \ \ \ 90 \ \ \ s \ \ TO DAYLIGHT \ 8• Pv ADJUST CONE SECTION \ \ \ I \ y INV= 676.84' \ \ \ \ \ \ \ \ \ TOWARDS ` \ \ \ \ /\ \ \ ���Zb \ \ \ \ \ I I I J I I 11{ 6g r ! OF MANHOLE TOP TO \ \ 1r o c \ ) \ ALIGN THE FRAME AND PLAYGROU - G - 1 = I / �I COVER VVITHIN THE OD1 \ \ \ \ \ \ 1 ! _ _ _/- / P / I / ! ! CONCRETE SIDEWALK. - - \ I I \ \ \ \ 1 I I I \ \ \ I I I > S / -III I \ / - I/� ADJUST INTERNAL < \ I STEPS ACCORDIN i✓ ' q \ © \ in ' 693 / / \ I t 1 \ \ \ \ I I I I I '-693�f \ \ ` \ \ \ \ \ \ I I of I I I I Q rloP ,eg rWEC &„ 4 P=692 83' \ \ \ \ \ \ \ O 4 N daT-689.89' sor=Sasso• \ \ \ ` \ \ \ CHILI 6 SEE S T C \ \ I r\ V o I I I \ `DEC\ \I \ \ / TOP ,692.84' 6" S \ \ \ 1 1 \ \ \ �O'l�� 1' x i' NYLOELEC1 VAULT 0° 1.h.1" / INLET(TYP) \ Z,q•d — \\ \\ \\ \ \\ \ \ \\ \ \� \ \\ \ \\\\ \ \\\\\\\ \\ ! L LY O O TOP-692 aor=ssoso• q9. s ADJUST INLET TOP PER SPOT ELEVATION PLAN SD INLET , \ \ \ \ \ \ \ \ \II 1 \ \ \ i'fDNYLOTOP=691.85' J / PROPOSED _ _ _ _ _ _ _ \ INV. OUT=68Z30'12"HDPE —/� MOVEMENT - - - - -- \ \ / ELE I / - TMP 56-64E u l \\\ / _ _ _ _ _ COUNTY SCHOOL BOARD OF \ s \ \ \ SdN \ \ \ \ ! rn / ' r \\ \ jt \ `O - - IX/STING CROZET ` 696 ' >'' _ - - , - - ALBEMARLE COUNTY, VIRGINIA 1 a \ \ \ \y\-ril / �T _ ELEMENTARY I 1 I 1 UIN RAI , \ i � _ - DB. 1044, PG. 498 _ I I � �� \ ^ / ' / I- SCHOOL BUILDING DB. 1098, PG. 703 8" ACO K200 TRENCH DRAIN \ ` \ ` \ \ 1 Z .\ \ \ h ZONED: RA ADA RATED GRATE PROPOSED - (RURAL AREAS) ( ) _ KITCHEN 6y�/ I o \\I STABILIZATION II 11 \I \1 \ \\ \ \\\ \\ \\ \/ ! \ \\\ \ \\\ ADDITION I, RIPRAP \ HOPE MIN)OF LEADER SLOPE (MINT 15' WIDTH UNDERGROUND l / 1l / /"Sl / / / \ ` / _ ( ) 140 I I I \ \ \ \ I \ \ \ \ 1 \ 1 \ UTILITY EASEMENIFOR VIRGIN ELECTRICBOBER07.PP310 /l l / / / \ J _ �� �c�704 PROPOSED 'PO CLASSROOM 15 I' \I \ \ I \ \ \ \ \ \ \ \ \ \ \ \ ( ' Q 1 GABI�N Rl'PE1VxY PLAN. AREAS T WHI S \ \ \ \ - - _ 4" SOLID HOPE TO TIE TO PIPE V FOREBAY \ TL\ \ P AN "INSERTA-TEE" } (! 116 1 \ \ \ \ WALL -103 _ \ 4" ACID KS100 TRENC DRAIN \ \ \ \ \\ 1 1 \ \ (ADA RATED GRATE) / 1 (CEP) OU 703 3 4" SOLID HDP�TO STRUCTURE / I \ \ r ' I I \ 6, \ 101 \ CONC. DISSIPATOR\ \ I 11 1\I 1 \ I I I 1 ! 114 / \ r \ \ wr MHD v; v` 1 -70 9$ r.. A / c9 I 1 TOP=677.96' A A 1 1 A A OEM 100 / 1 _ ' s� EC a"DEC ,e"DEC s'•DE I I \\ I I I r l I \ \ I 699 , - , /LO F : I I I I I \ ° 700 t \ 104 \ L1 FFIE: 693.42 / z I \ / 1• \ rn \ \ \ \ \ I1 —� --� — • 139 \ \ \ \ L38— \ \ \O E/ EVAT ON TENTION 067 I I / I I V I I \ I I 1` - 0� o e 1♦ , -co 138 \ � \ \ \ \'� I I I11-- I w -�- w-� wJ 1•-� w- w SD URB INLItT W/GRATE \4� \ i _ - - / I / �/ / ! I I I TO=696.02'(F/L) Q I I I ( ) I '_ 8•I t��4I�4�' - —��Iy ' � / N\�Y4'l, , �'4't, / I 137 I lNl{ DUT=6�. 37' 15"RCP I� ll �,hJ' �ti.X \ Qk1 b °°,.. e° —UGP p-2, bs' ' q L,bb'� q I 136 \ \ \ \: \ \ p \ \\ \ \ \\\ \ \ \ UNDERD PIN --!__ I —UGP q NGe _ q v1 \ P _ - - G 4 - \ -� �- UGP 8• 121 8•, \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 40 - _ - - - \ \ �\ --- RCP so RB lNL s/ a' 15 qC 133 \ \ \ 681 I Q. I 406 \ o \ \ \ \ INV. O 1T=687. 5' 15 R P DEC 135 �+ 3i \\ \ \ \ \ 682 \ 1�\ I I I 4" SOLID PVC / I !! / / oo \ 6� I INSPECTION I / \ VDOT MEH1 RISER WIND 6Q u \ E L- a REPLAC INLET TOP WITH / I cp \ 0 \ \ PORT (TYPJ' I VDOT MH-1 FRAME AND COI ^oo �D7 \ 699 GRATE (TYP.) \s9�, m GRAVEL bpJUST TO FINAL GRADE. �j x\° C �� ` \ 9� 4" ID f \ \ \\ a DNDER� IN \ � FILTER INSPECTION / / / \ - - _ ` PORT TYP. \ / / / I STRIP / / I \ . ( ) 83 \ II I 6g9 \ 699 I / \ \ I I \ \ \ \ \ \ \ \ V 4" SOLID PV I \ \ � INJEB - - - \ I / _ , •- \ \ ! I 131 I � I / I I I \ \ \ FO}�EBAY IF RI P 151 U - -I ]L::� IR I i I \ s K+BICIZTIE ATJ �\ 109 I x I !! 700 150 149 / I / I / / I \ \ \ \ \ \ \ \ b"P',\�je� 674.5' 4" SOLID PVC 107 SWM_#1- 7 FRONT SETBA / \ co \ \ \ \ \ \ \\ y / I MH-1 WITH FLOW \ 110 \ OPEN kC)ND I - 27 �f OF 72" CMP \ \ r I 1 I SPLITTER IJLVlUE \ 6 t 1 \ \ \ \ \ \ \ \ I _ _ <b_ 0 r / �IORETENT40N BOTTgM \ \ \ \ \ / DIET NTION SYSTEM \ �^ , /o I I I \ - 1 147 \ g. ro / / I ELEVATION = 680. 0 \ \ \ \ \ \ \ \ \ \ \ \ I va II�/ x I I _\\�\� _ '101 - 148 LO _ _ O T SET ACK 4" UNPERD IN 0 - - - - 7 153 '' - (TY I \\\� - - - - - - - 70z - --- --- _ _ ' PJ 68 702 L INSPECTION \ _ _ �yry•�,,' , 6"PIPE _ I I I I I I - - - - _ - -- - - - - - -J��- - - - PORT (TYP.) _ - - - - - - - - - FORALIfEMARLE COUNWATERLINE TY' 1 I - - - _ - - Lod -' / I/ / / / / YwL>b / \ INV=681.56' _ _ R \ \ / \ I / / / _I / ' ii..LLrrl' / / / / / \ 8"D C \ OPP. END NOT FND_ I _ _ _ ( / 11 SERVICE AUTHORITY \ I ! _ ,�, - ' / �BDEC / / 8"DEy' , OB. \1i63. PG. 28 / / / _ _ I 2,bd - _ I/"SOLID6�CfEC ' \D / ' I - -- _ _ _ \ \ g. �✓�ww''' J� _ - 46 /_ - _ - _ /' / / / / \ / , /501 /� 500 1 _ 703 / \ -- /----,---` \ \ I / / �'' ---� �6„mac_' /� ' _ -/- - I 6"DEC - E"DEC / �6g5 \- 1��APPROJC -TREE I _ 'ORIPLINE_(TXPj -_ _ - - - - - - DEC l / I I FO ' ' - _ ' _ / _ ' _ - _ - ' - - - - _ - - _ -= - - - - - I I I 1 I 8" DEC 1 UFO \-UFO ---I —® / 5' CMP _ - ' ^ / / -—� / - - - - - - - - - _ - - _ - - 7.- - - — W —�F _ - _ - - - _-�� I I I 12" of \ / 12"DEC / _ - - - - - _ \ I / ! I 00 / -HVV- (CUT)=694 61: / _ �'�_ - _ _ - :f - _ _ �� _ _ - _ _ _ _ 0 1�I 7D - , 1 APPROX. TREE / / 154 °j / / �� - '�- _ _ _ - - - \ \ ` - RIPRAP OUTLET DRIPLlNE (TYP.) `� / / 75" S)MP I - - - - - _ - - \ \ ` \ - \ PROTECTION O VARIABLE WIDTH POLE LINE ✓ P _ \ co INV. (IN)=@98.¢5 r I I EASEMENT FOR VIRGINIA_1 J_-CM_-_� ELECTRIC POWER COMPANY \\ I I I M �` DB. 1101, PG. 310 IN 705 _ slow- --UFO \ IOHP\--r�• OI� �- - SEEPS PE3' �� _ _ -- _ _ - s_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ '\ c' \ �I ---------� \ _ _UFO / — \ \ \ \ \ \ ANA ELll _ - - - \ \ \ \ 1 I / II //UFO' ► 1 - \ --� _-= Q6 - - _ - - - - - _ - - \ \ \ g o 1 Ip / 1 / / , \/ I \ UFO, - / / —h OHP' �LLnow - - - - - \ \ ` \ \ \\ 1 \\ I/ _ / // I 11 / / \ \\ ® l _ -\UFO �- -� / / T' //rD� OHP—/ r / I —UFO - - - - - - _ - �705- \ RIPRAP O 11E3 \ \ / ' I♦ \. — 1a I ! \ UFO SAN — SOS\PROTECTION \ / \ _ \ UFO—_r =r------`` �/ i' / OHP _ UFO ___-__ �� I / �OH w— \\ / UFO\ _ `I I I I ' - OHP / / \ bHP MHD 7 O5 / '` / HP TOP=688.72' INV lN=68526' 18" HDPE /OHP / / SO CURB INLET W/ MHD INV OUT=683. 14' 18" HOPE / z - - _ _ _ _ TOP=688.38' - - _ - - I I I \ \ \ \ ,�OHP r t / INV. IN-68L24' 18"HDPE OHP / / / INV. OUT=681.18' 18"HDPE oH - - SO-CURdINLEZVY/ `! -t I — — fig' 5"RCP _ _ - - - - _ " - - - - \ \ 1 / / /! t TOP=6957� \ \ - - - � INV IN=691.71' 15"RCP INV. OUT=691.62' 18" HDPE STEEP SLOPES SO INLET (GRATE) SCALE 1 "=20' - / TOP=700.09• 09--'- _ (MANAGED) r - i - � - INV. IN=694.04' 15"RCP I INV OUT=693.94' 15"RCP 0 20' 40'/ Yn .7 VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com •�0000 0' TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • bemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 Checked By Designed By Drawn By O Q CRAIG W. J. KOTARS 111 > Lic. No.. 0402048507 C. KOTARSKI K. MELLON K. MELLON ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN 8 WPO PLAN SUBMISSION 10.AUG.2020 GRADING & DRAINAGE PLAN C5.l ROCK I ARMOR \ CZ 1 1 1 I \ 1 ROCKARM�R i \ I / r.., II I 1 r I I \ \ I I Lki \ I I LU I I I \ \ + I I I I 1 1\ 1\ I I I 1 11 I I \ 689 1 I ' I I' I+ � \ \ to (, a°Jo �\ I I I I I \ \S9 I 690 1 (D C& \ I I I I 1 I \ I I \ \ \_� I L r I I \ l I 1 I I I I I \ I \ \ 1 I I I I I I I I I 1 L / \ 1 I 1 m 11 '0ao II I 11 r \ \ \ I WEIR j 309 PLATE 10 / SAN 1 rn `D I + / 1 II 31 308 \ VI 1 SWM #2 �S\ I 3113 I ` \ I 100 L OF 48" CMP / v DETENT ON SYSTEM \ °� I , / �� , I - - - - _ ---- -�1\682 \ STLEPAOPEfS \ V I ('MANAGED) I \ CLEANOUT '1 v 12 \ \ (TYP.) / ' UNDERA6\/,[N 1 1 316 GAME BIORETENTION BOTTOM RA 68q � ELEVATION = 683.50 — �: :li:�ii�:i:��:•: \ 1{,\\\ I I I se6 \ I II � / I TIE EXIST. PIP O PROP. MANHOLE. CO RACTOR TO r l {'_ I I\ C-6NrRM LOCH ON OF EXIST PIPE PRIOR TO C INSTRUCT STEEP SLOPES (CRITICAL SLOPES) 361, ACCESS{ RASE WITH VD4T IMH-LL1 216 1 ; ppt _ _ - a \ \ 22 ' FRAME AND CATt 1 . (rYPc) A TIC e)66 If I\ If If If If If \ I I I I I I BLOCK RATAINING WALL 1.0'AW) \ I \ 1 I \ I EXISTING SOCCER FIELD A. \ STEEP SLOPES I / (MANAGED) I / , , I I ,�.I:: ^O \ \ •\ , 1 ; 'Ill ; I -" II I I I TMP56-64E COUNTY SCHOOL BOARD OF I \ I I \ \ 1 1 1 \ ALBEMARLE COUNTY, VIRGINIA \ I I I I I I \\ \ o DB. 1044, PG. 498 DB. 1098, PG. 703 I \ I I I \ \ \ \ \ ZONED: RA (RURAL AREAS) RIPRAP OUTLET 4'\SOLID HOPE TO PROTECTION I I I \ \ 1 \ 1 11 \ 1 u' TIL TO PIPE VIA AN IMSERTA-TEE" I I I I \ \ \ \ 1 \\ 1 1 \ 11 IIAN EX / / \ 302 '680 15"DEC \ \ �\ \ \ �\ \ \ \ au 1 "=20' `. / 305 v vv v v �`� vv vv vAvvv\ \ --------- - -- 678 sDEc 1 \ I \ I + \ \ \ 1SLO can "ACRKS600 NCHD IN MANAGED)PES 15' D `P 15" DEC \ 1 \ \ cD \ \ \ \ \ \ \ \ \ \ \ \ 1 N 1 I TIE EXIST. STORM / I / \ \/ /x / �` \ \ \ \ 10„ DEc\ \ \ \ \ \ \ \ \ / PE TO STRUCTURE 212 13 211 J - - - 208 \ \ \ \ \ \ \\ I z 00 0g 1 1 \ O \ \ \ \ \ \ \ 1 20' SA TARY SEWER EASEMENT OR A �7.4 — COUNTY \ \ \ \ \ \ \ \ \ \ \\ \ 1 \ 2 \ I ERVIC A 68 UTNORITY _ - - ILIZATION I % \\\ / 863� `� �\. \ �` \ \ II I \ \\\ \ \ \ \ \ \ \ CP o\ I 60 ` • \ \ T,687 1 r 688 689 688 _ 690 689 --, , , 1 \ / 90 224 �� �\ `�\ �\ ` ���� OO / I GABION I 6 1 \ / ' - / ODEN GUARD -7 -691 \ \ ` \ ` O O \ \ \ \ MATCH INE - SEESHEET�5.0 *::arc ; 6 i: ;>• 9Qif3 I s % >.il >� �� ■il� \>• M M\M M I■■I M \ M M M M M M ILIHD I I s '1y/ ` IORETEN310N. 2 DEC p \ l \ \ \ �\ ( I �� �� I I I i' 89 '_l?rX 229�/ C /, - / _ / \ \� \ \ \ \ \\ \ \\ \\ \ \ \�• \ \\\\ , TOP-6$9.33' f \ \ BgTTO(vj \ \ \ 2a \ \ 15" RCP \ \ \ \ \\ h \ INV. IN= 53.56' 15":A9P (N). I I I N \ I / ' / /I / ELEVJITIO / �\ // _ 692- \ \ \ \ \ \ \ \ \ \ \ \ \ \\ r\ \ \ \ CULVERT PIPE \ \ \ \ \ \ \\ \� \\ /1 an - _ / / _ TIE EXIST. PIPE TO PROP. INLET. INV. 1N=6 3.:40' j1'"l-t©RE:(lN):: i I I \ _ _ Q , I - -- � 6+' � 685 \ - - j � -`� � � � \ \ \ \ \ \ \ \ \ \ `90 P� � — TRACTOkt O CONF\IRM LOCATION OF 1 I > `\ CAI \\ \ \ \ \ \ IN V 0 - 0140' 15"R�Pi . Gy _ J I / / / / ' - \ �� \ `� y \ EXIS E PRIOR TO CONSTRUCTION. \ \ \ ` - 692- - \ \ 202 6,- DEG RIPRAP OUTLET' PROTECTION 6 \ \ \ \ \ \ \ \\\ \ \\ \ \\ \ \� �\ \ �� `�\ \\ 6�0 �t; Q I I 23 EMERGENCY 61 \ \ J OVERFLOW DRAIN \ \ \ \ ( Pv \ \ I 90 s9d T /// III / \� / / l TO DAYLIGHT \ \ \ \ \ \ \ \\ \ \ / V=6768 ADJUST CONE SECTION \ \ /�/ wv=s7ssa' I/ I ✓ J , I - - 692 / OF MANHOLE TOP TO TOWARDS \ ` \ _ I /s�� ALIGN THE FRAME AND PLAYGROU 12^D�c G i I / COVER WITHIN THE \ \ \ \ \ \ \ \ \ \ OD CONCRETE SIDEWALK. \ \ \ \ \ \ ADJUST INTERNAL < \ +-681 I I $ 1 rr \ I I I \ / STEPS ACCORDIN n a \ ® \ II // ' i S' J 6g3—�693—r /'/ \\ I \\ �. \\ \\\ \` \`\ \v\ \\ \\ \\ \\ I101 I �oll IIII 40' - / TOP=89t WEC &" Q P=692 83, \ Q v t4O1-=689.89' BOT=689.90' \ \ \ \ \ ` \ 2a \ \ I I I VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com •�0000 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. bemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 Checked By Designed By Drawn By -,�L_xIOFoo 1 F� 'a Q CRAIG W J. KOTARS 111 > Lic. No. 0402048507 C. KOTARSKI K. MELLON K. MELLON ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN 8 WPO PLAN SUBMISSION 10.AUG.2020 GRADING & DRAINAGE PLAN C5ml \ sass \s s�7.13\\\nu)\,\\\ \III1/DEC \MHp I 69287 w / _ 692.8 ' - J\\890.28' \ \ \ \ \ > p\1 689Y / //691\\\\\ \ d7 \\7 \ \ \\ \\ '\hQ TOP-6$9.33'\\\78.02 \ \INV. IN- 83\`INV. IN=6 3 40'12"HDPE W - 6as.46'INV lV; 664.13'4":(&LD INV. O-6689.yd' t ' / - 69 -i'� 677.50'1 `FX 23�i' /7.24' \ GND\ \ \\ 1p\ a i .fi93.06' 693.07' \ \ \\6917T U.- / i /GND \\\ \\\\\ZbS� GND \ \ \ � 'p \693.25'692.96' \ \ \ \ \ \ \ \ Q \ \ \ \ 690.55'/ \\ \ \ \� � \`\6�\ \\ C\\\ \ \\ \ \1 \ 9p 69� f / I \ r - FFE=693.ST \ -rn \692/ / '�- \ \ \ 12" OCC \ \ �0\G-- /II TCss2so'TC 692.99'< \ ) \ I I/-681\ j 694.7i \/1 693��693� \ \II\ ",\'fi" Q P=692 83' /\\\\\\\ \ \ I 1 O O I I I I I N 11 693.06' 1 ' �O'7-669.89' BOT=s89so' \ \ \ \ \ CHLI -SEES ETC � � >, � � >, � � 1• -�- � � � /;♦ � � � 1• � _' � ,1� 1• >, � 1� � � 1� >, 1• � � 1� 1• � � � 1� � � 1� � ��� � � � �� � � 1• � rt�°� I J,1 1� � ��� � � 693.I I / / TOP k9284' 1'x 1'NYLO - _ ` 6 Ot'C /Y TC I / ELEC g� 47 BOY=690. INLET TYP VAULT O O \ \ \ \ \ \ \\ \ / 694.38/ 693.42' / 6" DE6 rDP=692.62' >8077=690, III I / ---�6L1 6. 57 O FFE�680.75' 11 I /9S / \ \ \ \ \ \ \ \ \ \ 1 \ / I ^ ^\ x LP \ - 680.62' 693.17' 680.60' - \ \ \ SD INLET PROPOSED MOVEMENT 6C ' 1 1'ONYLO TOP=691.85' \� \ INV. OUT=6B730' 12" HOPE 7 \ ADDITION I \ / 0) ELEC > - - \ \\ \ \ \ / TC /r I_ U I FFE=693.42' FFE Fi93.42 FFE=693.42' \ \ sss.1 s' TMP 56-64E rn 8�_ 694.46' TW TS I 693.42' FFE=693.42' COUNTY SCHOOL BOARD OF / p Ts ! 696696. / - _ i _ - ALBEMARLE COUNTY, VIRGINIA / '69wA4r - - EXISTING CROZET 693.32' 3, y 680 �60' 1 I 1 \ I \. \ m \ \ \ \ \ g N\ \ \ \\ ' / f" r , �Q / ' ' - - ELEMENTARY DB. 1044, PG. 498 693,32' 95.54' / / SCHOOL BUILDING D6. 1098, PG. 703 BS ssa.ar I 692.32' 693.32' 694 32' BW I 1 I I \ \ \ \ \ \ / l / i I PROPOSED ZONED: RA (RURAL AREAS) Byy / .605 / / / 1 _ / 693.32' I 1 I 1 \ \ \ \ ( l / _ 6 - KITCHEN \\ I ss3.32' TW _ TW 9j/' ADDITION 694.42' Bs ssa.3z' 69442 6s$BN' 692.32' BW 692.32' 11RRR 1, 698 I FF '702.35 \1 rn `\ (O10 693.04' / �C i' TC 75' WIDTH UNDERGROUND l I 699.34' \ wy Tw I I UTILITY EASEMEN/FOR VIRGIN I I/ / // I .96' , TC ./ BSA \ TW BW \BW 694.29' J 704 694.03' 693 692.50 PROPOSED 698. T � � r 93.90' I I \ \ \ \ \ 1 1 \ ELECTRIC,POWER COMP NY / 699.23' PpDB. 1107, P;310 /l - - (f >/ "� � / EP BW I I I \ \ \ 1 \ \ y 703.65' 693-55' - 695.00' I I \ \ \ \ \ // / 697.64' - - TS �.., TW _ Bw s93.29' CLASSROOM ,ao" \ T 702.23 0 0 - 6s3.19' Bs Tw ADDITION 1 I \ AREAS \\ \ \ \ \ \ \ BW 70 23' 702.65' - - - 10 - - _ 93.0 ' I \ P / \ a ,� N -'� BS 1 694.98 / I I \ APPE A E \ \ I I I I I J Opi / - - \ - - - _ CONO - - - - - ' - BW1/ 1 O I 1 \ RE\ ENT WHl S 703.5T fFFE=702. 8S 702.57' / %Q3 , WALL _ _103 - 693.55' \ 699.3' - T)� 700.85' J / \ \ / t5'(wJ _ _ TS 6g6, - - _ '✓rC; 693.2T / / I 11 I \ \\ \ \ \�`. ` \ 1 1 1 1 '0 \ TS \ C \ / 703.10' TW i / If \ 702:28' TS 702.33' \ / 697.57' 6g lTS - - _ T / / \ \ 1 1 1 701.15' 702.35' \ \ wau 703 s / 1 I / ® \ \ 1 11 \ - _ " \ - I I / 6 .7. _:67. .o / / / / / \ O \ CONC. DISSIPATOR \ 1 1 1 1 \ TC 10 -70 BS --6g_ 6s744' �TOP=677.96' 1 BS BS / I \\ I ' \ � 8 : 697$T `693.41' / / / � 1 / \ � \ \ \ I W/ MHD - _ I TW 1 0�,\ ) ��, 701.22' b Zbd N.bd 4 I I TC % / 701.33' 0 i 1 5•..LLrr'' rhwrLLss'' 693.38' I I HP OQ 702.35' 702,35' I _ 2 702.11' 701.04' a Ec 8"DEC 8"DEC 8'DE 698.18' 6 3.42' NFE=693.42' I ow \\ I I 1 I�� J I I 696.87' _ - 702.56 702.5 ' \ I 1 1 c0 \ \ \ \ \ 44II II I \ _ S \ 697.2 Q / / \ \ / / I I 1\ I I697IJ7'1 I I I I EP 6' BW BW \ 702.25' , O- / 698 25' 696.97, 1 I \ D \ \ \ \ \ \ TC I \ ???, / \ \ f \ \ \ \ \ 697.64' 99 699.56' 700.85' \ , '\ / LP Tvy /LO F : 68g75 / \ \ I / \ \ \ \ I I I I \ 699.04' - / - 700 - --__ 696.7s' \6s6,87' IL1 FFE:693.42 / \. \ \ \ z 1 I I I \ EP / 1♦ 701.64' ,m / 1 I 1 \ I \ 151 \ \ \ \ \ < 697197' I / I 1 BW \ cr \ \ \ I I \ I I I I11 I e9j T, TC 6y0 O -�- - 1- 693:40 \ ` I / / 1 1 1 \ I \ \\ \ \ I V I I \ I 1698.10' I 0� O = ,� ! _� _ T� TS \ EP EP J_ 69781' 696 8T. \ l\ l I I \ I 1 \ \ \ \ \ \ 1\ 0 7ot54' 7o1.6s' �� 0 � a I \ g - 0 p ® 696.51 \ \ I 1 \ \ 1 \ \ \ \ \ \ \\ \ w W �W TW W -� \ \ -�J \\� I - 69 Tc / = I =/7,� W _0_ Ly °ol I �6.88' �`\ I TC �., I 698.1G' 699.22' / o) v A 1 I SD CURB /NLIET W/GRATE I Il 11 I 697.45' ` I - I _ 1 IN .OUT=6.3T 15"RCP l� l I I •' gg_ / TC 69052 \ 1 \ \ \ \ \ \ I / I TC - - _ 8" b - \ IUGP _ _ ...a \ / i0 -/ � / 697.92' 696.08 690 \\ \68 T� b 7 b X I 15"RCP .I 697'� \ =U~P- - �P - _ _ �\ _ �y_` �UG�4" I _ UGP�_ �_ �_ UGP� / / 8" - ' / 8" ` - - \ \ 696.1TC 9' gVV 690.01' W7 / \ l / EX 40, \ \ I z I �I 40 ---- --- - /_ - ---� -- - -- -- ------ - - ----- --- -- -- __ _ ___ - - - -- -- - ---------- --- ---- -- -_ ___ - - - ' -__- D 690.55-1 m I r / ! \ I 15"RC TW 1 681 \ \o \ I rX 40T / 6°�e \ \ \ �-696. 8' 693:92' R TC _ SD CURB /NL T W/ M D i \ \ \ C TC ew O \ \ \ \ rn \ \ \ I I I I jj 697.00' i l //X 6 8.6T / O\ \ \ \ \ TC T 1 QIL� \ I INV. IN=687. T 15�R P 'DEi. 696.90' 690.55 O 1 6,92 \ \ \ \ 69922' 9. / / \ , \. I 000 I INV O T=687. 5' 15"R\ P \ \ \ \ \ \ \ \ \ \ TC 6'9 7 �/ 1 \ Oo' EP 68 .99' O \ \ \ \ I \ \ 696.80' 9 1 m EP \ \ \ / 1 1 ` ` TC 696.2TTW 00 \ -' �., w �\ \ �\ \ \ \ 6,0'0 i O \ 6' `� w s 682.25' \ \ v MINE SEE DETAIL THIS\SHEET 1 696. 692 \ \ W- I II I I 96 I 6 8.98' 10 0/ \ 699' \ I I 1 I I I I I 1 \ \\ OO N \\ z A / \ ¢99.00' I ,�\\ syB\ _TC > 1 TC- T 1 699.14' 698.88' I frT I I I \\ \ /" / 69 .5' \11 I I I II II\683 I( o- qq I I 1 / O \ I I �I 69g 699 69 TC \ \ \ \ \ \ \I t 699. 1' 1 / \ \ 6 .4$' / /. _ //,... 1 I 1 I I \ \ \ \ \ \ \ \ \ \ I \ I TC / TC / TC \ TC IV P 699,98' n 701JGp.15' / 702.32' _ �- \ 700.32' \ MID, / I / I EP / TC I I/ I 1 i I 51' �0 ------ �- ---- -- _ 9 O rT� 9 -TC ___ ___ _ \ ___ __ __ 702.17' 1 - - 1 / co 1 I a / 700.19' A TC 3 702.41' TC - - - 1= - \ - /698 TC \ \ \ \ \ TC 69980' -yam 700.33' - �❑ 702.43j - - - r - -C 697.22' 700 .7T / / 02.58' I I 03' 1 I \ a-_ _L_ ----- --\ I \ OPEN 700 Tc 702.42' .. I I Y \ 700.65' TC �� (I I 700.65' \ 7p2 rc , FRONT SETBA 697.9 702.51' / 7 T(]2.74'i' \ 1 \ x I `7� -� J01 - =� -' I �I� D p0 -y 10�' w I I TC I ` Q„ TC �G r\ p 701073' _ - l / ' 79184' \ \ I I I I / .�O / 70d86' J' \ I TC 3 f® 0 \ \ / / / I I \ \ \ "i � \ TC 701.95' o \ \ \ \ I I _ ._701= Tc _ _ RO T SETSACK I I Imo' I I �� - --__��01.69--=0--- -- - - / 72.05'\ TCI 4 TC / '/ 696.61 _-- '��' TC I I I \\ \ lO _ _7 _-TC s' I N TC _ _ 'D -7 - - - \ �' 702 1701.97' / 70072' --- -- -- - - ' ) \ O \ \ _ _ _ ----- f 70�_OT T C TC _ _ - 1 / / , 696.96 , \ / / \/ �i / / 'T I \ ✓ / \ 702 702.13' - \ `� - 702.80' 1 I TC -703- - TC r - TC 700.59' �- / i / / / / , / I 6"PIPE _ TC \ --73.44' _ _ _ _ _ _ _ - _ _ _ 20' WATERLINE EASEMENT 1 - - / A I I I ___ O \ I - 701.11' INV=681.56' N I702.08' - FOR ALBEMARLE COUNTY // 8" DI \ DPP. ENO NOT FND_ SERVICE AUTHORITY \ 1 / _ � 698.48'- _ -(- _ - / i /r , / / / 8"DES ^ _ \x _ �,5b� , _ _ _ _ _ - 6"DEC DB. \/ 63, PG. 28 I / ` _ 5.lLr' -�6•, DEC EP '7D3 - - ! J/ - 6"fl�C, , 685.T� I I I TC 700.18/ / \ 6 DEG - ll i - _ - 6"DEC / �6�5 , , �- _ , PPROX.-TREE ' I / ivtr' \ / / I I 700.28' / / s% DR/PLINE(EYP-) 8" DEC 1 1 t ,:0 - J / 699.74' \_ _ _ _ _ 8•, DEC 1 UFO -UFO- i / ® / 15'CMP __' i- / / _�' �_____ __ __--' - _ .� �f1 - _ �Y_ __--------- I-12" / \ 12" DEC _ / - - - - - - - _ �' \ / / / TC I I 00 �TC / / 11 / -INV- (OUiJ=694�1 __ �� _ ' _ /�- - - - - - - - - - - - - - - �685 6EP 8.30' I / \ APPROX TREE /101.61' I rn s i� - _ _ _ EX I z DRIPL/NE(TYP.) / / 15" MP / ' =--_ _ -- - - - - - - - ` ` \ _ VARIABLE WIDTH POLE LINE INV. (INf=B98.M; P - -I \ I I I I I EASEMENT FOR VIRGINIA o \ / / / , EP _ _ 15 CM _?- _ - t. - - - t \ \ \ EX \ \ \ 684.66' / ELECTRIC POWER COMPANY / / / / / 700� -� - I \ \ \ \ \ \ �'- \ 685.96' \ 1 DB. 1101, PG. 310 I I\ I I I 705 / jr CD \ oo __--_---- _ ----UFO \ 1 �C \ \ \ cs \ �r � 1 1 \/ / / I -- -'--- \ ` � \ \ , \ I z ✓ I� 706501: UFO / 7EFP SSpPE3- I \ \ \ \ - _ _ EP_ - - 70'J 'NAGEgj - - - _ - _ - - - \ \ \ \ I m \ / I / / // / =�w---- \ \ UFO 1 705.8�C' _ - _ -- _-- - - - -- -- 0 1 /O / I / / / / / \ �- 1 _ \ / 7 I / / / / / > \/ I \ _ UFO / OI'IP� D _4� - - - - - - - - - - - - - \ \ \ \ \ \ I\\ 1 \J / \ \ \ \ I - - - - - - - - - - - - - - - - - - - - dH0 \ I \ UFO6HP- _ _ \ Ex dHo \\ _/ \ _uFo- 1--'-=''i - _ �� / �oH 10 sAN --- _ J 704 72' _- �_...r OS\ \\ 1 / / \\ _ -UFO= (�=��� HO / EX- / 705.04' HO / / / UFO\- d / 11 '106_ OHP OHf .r y SDEU.kRJNLEt / / .ri+� _ - - _ T - - FOP 701E /� / . �; �. r�." - -. r. i. - - . _ _ ' - - -: ;iNtt Ot%TK-H94. h'. 5"..BCP E8 py N - _ - - -, ' - i - - -.--• : `i \ \ - - _ - \ ' / MHD TOP=695.77' \ \ \ �,a - -- --- _- .� pro_ _ \ - - - -___ _ _ / / INV /N=691.71' 15"RCP _ INV OUT=691.62' 18"HOPE SD INLET (GRATE) SCALE 1 "=20' - ' - 09' - - - ' STEEP SLOPES TOP=700.09' MANAGED VMDO Architects 200 E Market Street Charlottesville. VA 22902 434,296.5684 vmdo.com •�0000 0' TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • bemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 Checked By Designed By Drawn By 'a O Q CRAIG W J. KOTARS 111 > Lic. No.. 0402048507 � 8/10/20F C. KOTARSKI K. MELLON K. MELLON ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN 8 WPO PLAN SUBMISSION 10.AUG.2020 GRADING SPOT SHOTS PLAN C5n2 r ' 11 Or `2 INV. IN=694.04' 15"RCP I VJ INV. OUT=693.94' 15"RCP 0 20' 40' ADA GRADING DETAIL b ALE: 1" = 10' ROCK I ARMOR \ / / \ C I \ � \ l m 1 I it j v v 1 � �• I 1 ROCKARM�R \ I \ I I \ \ 1 I I / r.., II I I 1 I \ \ I I LkJ I I 11 I I 1 I 2 I I I \ \\ 1 I I 1 \ I I LU I I I \ \ I I I 1 I 1 I II I \ 11 I I I I \ I I 1\ 1\ I I I 1 11 I I / \ 689 689.57' 1 1\ 1 I I I I 689,81, s89 62' \ 1 1 II 1 'I II 1 1 I I 689 \ I I I I 1 t I II • 1 i ,1 I I I ' \ to II f \ I C) I \S - 1�690 1 sBssT `9 0• I IIII� O ` 689.62' 1 I II I 11 1 1 \ \ \ r � I I It II I II II II 11 I 1 689.65' \ \ I I \1 689.97' I 689.79' 690.45' 690.41'� \ \ \ \ I I I I 690.62' I 690.69' 1 1 I I I II 1 \ \ _ II Vv TC I 1 1 I 1 I \ I 690.37' , I I I 1 Co00 ''o to I 00 Colo I 1 690.5f\ 3C I TC ' C 1 I •/V I I 689.8T 9.00, 1 696W / 1688.92' / 1 ' I 309 ' 688.85' / I I / / SAN 1 \ \ n / 69p 1 I I \ I \\\I I / I I I X 7REE 1 I I 31ti I I 1 TC / S\ I D / I 69 I 690.40' , 689.83' , , Ir I V / \\ \\ I I I / - - - - �(\ 682 STEEP SlOPErS \ I 1 1 I - - �8321 \ \\(MANAGJ=DJ I I 1 IG a \ �' 683.21' i /1 \ \ 12" \\ \ \ \ I I I I 684 68 / L / 684.37' \ 1 GAME R71 6 0' 684.90'\ FTC 690.90, STEEPSLOPES - - I (CRITICAL SLOPES) _- 685.4� 10 DEC RI 6.8 , D a 1 689.1 689.6T `\ �� \ .END / r 85.54' - \ r 1 \ I BS I r RIM / i,/ 1685.29' I� \ �/ 79 % 685- _ IV TC \ // / 88660° 689.30''/ / 689:89' `\/// _ ' �8"86.601 �8559' If! If I I II 5 \ I I II I I I L ; I4V I' : ' : I : : I \ �i ' BLOCK RATAINING WALL 1.0'AWJ :A: J: EXISTING SOCCER FIELD Uj \ STEEP SLOPES I / (MANAGED) II I \ I I \ \ \ 1 11 1 1 I I I \ \ \ \ 1 \ ' \ TMP56-64E COUNTY SCHOOL BOARD OF I \ I I \ \ 1 1 \ ALBEMARLE COUNTY, VIRGINIA \ 11 I I I I \\ \ o DB. 1044, PG. 498 DB. 1098, PG. 703 I \ I I I \ \ \ \ \ ZONED: RA (RURAL AREAS) \N I \ \ \ 1 BS I / 6b \ \ \ \ 679.8�5'' / 303 \ \ \ \ \ \ \ 79AT �680 / \ \ \ \ \ \ 1s" DEC \ \ \ FIBS / 305 680.39' \ \ 19 \ \ 67 677 07g Ts 679 8 0 \ 6)S '9 \ \ \ \ c \ 682.12' - 680 - _ _ 6�8 \ \ \ 9 \ \ 3 _ \ -8\ \ \ \ 673.19' - _ _ - \ _ Big\ \ \ \ \ \ 680 STEEPSLOPES \ \ \ \ \/ \ \\ \ \\ \\ \\ \\ 8"DEC 1\ \ l \ I \ II 1 \\ \\ Il m \ \ \ I \ 1 1 \ (MANAGED) 15 DEC 15"DEC , \ \ \\ \ ' v1 :. \ J f0"DEC\ s 13 ---- -- 683.2T 683.27' _ - - _ ` 1 \ \\ 20' SA TARP SEWER EASEMENT / \ ORAL IKARLECOUNTY \ \ \ \ 1 BS - 680.87- - _ 1 1 \ \\ \ ` I ERVIC - \ 68 O \ \ \ D . 976. PG. 96 \ 685.59%8533' - ` _ _ 6 3 ` \ \ \ O TS ,- / \ 8 4� \ \ I \ 675.71'\ \ \ \ \ \ cr CP 2 w. /` \ \ / I-1 \ \ \ \ Y \ 1 \ i - - - - � ' 887.8$' \ _ _ \ � \ � 68D.'L9 w 1 Q \ \ \ n \ 1 _TS s _ J I / \ /' / / ' / BS 1 6909 \ \ \ \ ` I I I 689.20' 688 - 69028� \ \ \ 1 \ 1 \ / I 6 687:20' i / 688.07' \ \\ \ \ \ \ 68720' , D 689 1 687.86' 69028' I / 690 I 87 1 / i 5 �� _ ! / 9 BS Ts i- i ` ` \ \ \ ` ` \ / 678.833-, \ \ \ \ 68826' s '691 sso.z8' ` \ \ ` ` \ v O \ \ \ \ \ MATCH INE - SEESHEET5.2 ILIHD : 692.87 2� I I I 6 ' 1/ \ / I2''DEC 692.8 ' �\ 890.28' ` \ \ \ ` \ \ ` ` , \ ` \ 677.95' \ 6) 677.13 \ c5ID \ 89-Y .-_____ / GND _ \ \ \ \ ') 67 `87' TOP=6$9.33':::: \ I / IX 22§ \ \ / /, , \ \ \ \ ` s7a.oa' \\ 2 \ \ \ \ \ I \ '~ \ INV. lN= 83.56' 95'':RGR (N): :: I I \ I / � C / � // , s9z- \\ INV. 1N=6 1NV. N; 684;13'9": INV 0-683:40' 15" RCP 6 _ i / 689. d / i \ • ® \� \ \ \ \ \ \ _ } 'I i ' ' - 69 -'�� ` \ \ \ \ \ \ \ \ \ \ �6'j8 \677.50' \ 1\ \ \ \ \ \ \ \ \ /i / % GND \ \ \ _ ` _ 7.24 \ \ \ \�\ \� \ GND B"DEG I \ \ \ \ \ �. \_ o \ \\ \ \ .� C7 ii�i// III /I 691.7T-/i'/' 231 \ \ \\ \\ \\ a 1 i 690:55' i 693.06' 693.0T GND- GND 693.25' 692.96' / I S`90 ` \ \ \ \ 8S ` \ �\ \ \ ` A FFE=693.57' \ \ ` \ ` \ \ � " INV= 676.84' 9it / \ 12" D C S G TC 111=20' I1 I TC / / / / 1 694.72' \ 1 , / I l \ \ \ +-681 ! �lil3.ET v 1693.06' I / / \ roasesf.'s6'E� �" R P=ssz E3' . \ ` \ \ ` \, \ U) \ \ \ \ \ 'l a I o I it 1 40' Z \ \ ` \ .1 - - r4or=saa as BOT=Basso' \ ` \ \ \ 26 ` \ \ 1 1 111 I I I\ \ \ VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com •�0000 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. bemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 Checked By Designed By Drawn By t �L'x( woo 1 F� 'a Q CRAIG W J. KOTARS 111 > Lic. No. 0402048507 C. KOTARSKI K. MELLON K. MELLON ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN 8 WPO PLAN SUBMISSION 10.AUG.2020 GRADING SPOT SHOTS PLAN C53 MHO I I 214 0.40 - s� \ \\1\ \ \ TOP 6$9.33' ° \ \ \ , \ \ �b \ \ \ \ \\ h z INV. IN 83 ,0 15" RCP (NJ I I . 1 I �' / , // - 692- \ , \ , \ INV. 1N=6 3 40' 12" HDPE lN. I I \ _ - _ / �♦ (J iJe�INV M; 684.13'4"(&LDJ l ' 1 \ INV. O-683.40 15"RCP s\ ` \\ �` `` \ 223 ��� - '/II / ' a 8"DE6.If 6 ._ IV Ii a / 91 / \ / I I I // 207 0.90 \ ° \ J INV. 676.84'\\ \ \\\\ 920.62 \ ``\ \ \ ` \\ 12'OrcNG 1030.88iOD10.28 681``\\'\ \\ \\ I I I II I \ 6g3 / �' \ 1 b l b 1 \ \ « + \ \ \ \ \. \ \ \ \ \ I I I I i I III ` /-693 - \ tloP asB"a9E� &,.q P=ss283• \ , \ \ \ \ \ I 1 0 01 I I I I I N '_' 40-sesas' BOT=s89so' \ , \ \ CHLI SEES ETC TOP 69284' 1'x 1'NYLO _ _ ` 6 Dt�C AEC 0� b BOY=690. I'xV YLO / VAULT ( ) r / / a. / O roP=6sz.8r 1 .a i / < 6" DEL$ \ BOT=690.50' 234 0.45 W / , Ib01 C, 5D INLET 3.42 / yP� s EX 0.3 l'ONYLOTOP=691.85' - _ J PROPOSED _ _ _ _ _ / 0.06 INV OUT=68730' 12"HOPE MOVEMENT ` - - - - - - - - - - - - - \ \ \ \ `\`\ \ \ `\ \\ \\ 1 I ADDITION _ \ \ \\ \ �\ \ V \� TMP 56-64E �L \ COUNTY SCHOOL BOARD OF 696 ° �'' - _ - _ - ALBEMARLE COUNTY V/RGINIA m EXISTING CROZET f - - _ ELEMENTARY DB. 1044, PG. 498a- 4 SCHOOL BUILDING \ ti z DB. 1098, PG. 703 � � � � � n a ° a ° < 1 1 I 1 I \ \ \ ,/ / // . / / PROPOSED ZONED: RA (RURAL AREAS) / 6g5 E / KITCHEN \\ �• \I \\ \ \\ \\ \\ \. \\ \ / Tr. I\ I 1 �i 9j' ADDITION / ya ♦ e' I / I / ^0 I• TD 0.7 0.11 � 139 0.90 75'WIOTH UNLYERGROUND l l s '/ / / \ . 1 I I I \ \ \ ^ \ 1 \ \ UTILITY EASEMEN/FOR VIRGIN/ ELECTRIC WERCOMP NY I / / / ° \ / '� \ 70q 0.06 - <'"'�. PROPOSED I I I I I \ \ \ \ ( \ \ \ \ \ / DB. 7101. P 310 I /l /' / / - - 401 0.90 / a - r ° CLASSROOM II \I u \ / , / 1 _ \� 0.04 I o 0 1 y� °� ' a ADDITION �- RQ P� I I .. / a - -- - - > 1�A - -- -- �: ° a / / 1 1 \ ` RE\ Ef) � PLANTC WHI S °� a -- =\ -- - - \ CONC. ----- _� �\ \�. , WALL ° EI p ``II a \. - 703 - RL 0.90 \ CONC. DISSIPATOR\ \ 1 1\ I \ \ e - ,To 9e - _ 0.21 114 1 / \ \ \I W/MHO II I I ° I pl a701 °°- °\a ° \�� ° d^ \ b ' b 4 q 6 TOP-677.96' \ \ 11 1 \ \ \\ zt'Epp ° A02 l0 e \ 8 \\ I \\ y +L } 8✓ EC 8"DEC 8 8' DES. ` \ \ \ \ I Ow 102 \ \ \ I I I I ' III � I ► I '. a . - - , � _ S \ : � - , \ , , ' I co , \ �- , , � �� \ \ \ \ \ \ II I I I I I 1 ' I 1 \ • _ / - 700 \ \ O I I I I s9 0 �` -1♦' S_ I \ ` I 1 r / \ I I \ I \ \ \ \ \ \ ° p ° 136 0.85 138 0.90 13a ` � � ` / 1 / � ► \ I � \ \ \ . \ = w _ Tw �,-� w 1 0.26 0.01 I SD URB /NLI T W/ GRATE I I/ I I 1 I _ / - ' r. - - - - c,_ - TO=696.02' (F/i) 1 I I �-�- is \ \ I IN .our=s 3r 1s"RCP I I 408 0.83 L ` 1 - ` \ - - fh o \ /, 0.15 8,,, b 8" b a8" - \ \ - - - 1 - ,,, - - --- UGP UG 4,. _ 1 d I 1 . - '.".dG _ _ UGP UGP - - ■ \ UGP _ 8 ��.. \ \ \ \ \ I i xl �X40 _ 134 �� C: \ \ 1 \\ 15"RCP / 1. V� -- -- -- a - g --- - / / --- - / \ \ \ 2 \\ \\ \\ \ \ e 1 12 � 12 \ \ \\ m -- -- ---- - -Lr�a -- - -- 15"RC 1 \ 681 \ \ o \ \ I y EX 40T 1 , 69 _ I SD RB /NL T 6 M 8, \� \ 1 INV 1N-687. 7'15�R P DE \ ` INV. O T=687. 5' 15" R\ P I I i II � I � g97 � I 1 ♦ r / � , o � m \ \ \ rn \ \\ \ \ \ \ \ I I I I I 406 0.75 I - - - \ 6 Ip ' \ \ 7 \\ 400.32 78 1 \ � �0/ - \ \ s� 0.32 � � � � � �,�� \ 1 \ (M 'NA � l � �, `, \ \ \\ \ mm \ \ \ I - I / � I I I / I 69,' 1 ♦ I 7/t \ \ �O \69� � `\ I I: I I I I I I I \ � ` \\ \\ \ `\ \\ \ \\ z/^\,, II I I /// I ♦♦ O 1 6g9 `\\/ 699 \ ♦ I ' 1 I\ \ ` \\ \ a. a I I I 'I \ \'� \\ `\ \ \\ \ \\ \\ \\ A11 P - N - - I -_ \-- ---- - ----'_ D I o \ _ 1 / 1 \ I I - X I ♦ 150 / 13 y I �❑ / ♦ 7 / r �- r r ` \ \\ \ `\ \\ a„P I I I �/ ♦ \\ I - a '. _ _____ ___ __ ___ _____ ___ -- -- » �_ �_ _- / \ � \ ` \ OPEN QD1JD / ` 110 108 v I / _ _ �p� SETBA ; 132 0.89 / \\ I -- -- oo ---- , - 150 0.79 ♦ _ - 146 0.85 ♦ 0.19 r� I \ \\ \\ 0.21 0.22 to ♦ `' RO TSET / \ • I ♦ �/ 68S I f 70--------- --- or ---- 1 I \ / m I -703- \ _ ".✓ °.a �- / / i /\ 1/ I �I 6"PIPE 1 I I I J I I -'-�------ - --- \O -i_ -----_ - -- 20'WATERLlNE EASEME I I �' 1/� ' i i i I a ' ,' a ' 1 _ - _ _ \ FOR ALBEMARLE CO \ / / 8"D C \ INV=681.56' , / \ ` .. ' SERVICE AU ITY \ 1 ! • ` ' / ��b�, ' ' // / 8" DES , \ OPP. END NOT FND- II I I \ , _ DB PG. 28 +II • i - - - _ 46 I 6�DtEC ' /\6"DEC , / \ / ; _ _ /I / / ^ 500 703 ' \ \\,\ 1- --�L-'1,- - �I �� Oy0 \` I Lad 6„ DID _ i ' / _ 6„ DEC / 6�5 \ ` APPRQX. FREE I I ' I ♦ / I ivtr' )` `� S.JLY CDR/PLINE (T1"Pd 8„DEC.\_ ,� -_, / _ -- I � �_� __ _ _-' _-__ � _ _ - 6 g„DEC :IPPRO 'r"-UFO �i / ® / 15'CMP i '- / /' �_ _ _ _ _ - _ - - - _ -f �W _ �u ___- _ _ _ _72 , 12"DEC / - - - - ---�- O-INV-(OUi)=694�11 ... _ ��� ��__ __ - - - _ 0`o ♦ ��� o 15-_ � 152 0.84Rl LBA EWIOTH POLE LINE IM (TYP.) r I 15"QMP I U I \ , INV. (IN)=898.¢5 MP - \ �.- I C 15 �ASEMENT FOR VIRGINIA � / , - I I I 0.07 �� LECTRIC POWER COMPANY � 101, 705 I / jr , /, J I l� \ \ \ \ \ I `°o WNW oo 504 UFO now 7NTANA E41 - _ - - ` ` I m ,\ \ma \ \ �I`` _- - ------- - - - - -_ `\ \ 0 1 / I / / / �-w ` ��UFO �1 . _ _ - - _ _ / I I l // / > `/ I \ _ UFO , �- �h OYIP� -- --\ / � I ' \I-�------- -- ------ dH0 \, �\ I\\ / I / / I ` \ \�-UFO ' r - - - _ dHo \\ _/ I \ - _ fig�Fo- 1=====---`-_ �� / ii / -oH �sA, /OS// UFOOHP dH0 \ / __ - _\_UFO ___\ - --=� `I / i' / // OHP� / ■ / HO / / / / / UFO\ - _�::: +r \I 1 I ' OHP-- y / \, i / = -- - - _ _ _ \ `I , I bHP I MHD / LEGEND: /705 0 ' ' 15' R -- - - w > / / / /, oHP�- roP=688.72' INV. IN=685.26' 18" HOPE - _ �l I\/OH / / SO CURB INLET W/MHD INV OUT=683.14' 18" HDPE STR# C \ / TOP=688.38' HO _ _ -� _ / _ _ - - - - - , 1 Ol I \ \ \ \ �OHP , / / INV. IN=681,24' 18" HDPE AREA dHo OHP / / / INV OUT=681.78' >8"HDPE \ \ . I I OH �. 4-705 . I -� :SDEUL76-INI%W/SRATE - _ _ TOPS 70D 3 �F/✓J \ _ / - - - . MHD f'T: .- ;:::.''::�70 TOP=695.77' �.�: r_ - - _ _---- - _ _- _ \ \ \ \ \-_- / INV/N=691.71'15"RCP : INV. OUT=691.62' 18"HDPE SD INLET (GRATE) SCALE 1 "=20' - - _ _ - - - / - ' _ _ - '• STEEP SLOPES TOP=700.09' (MANAGED) INV. IN=694.04' 15"RCP I INV. OUT=693.94' 15"RCP 0 20' 40' / b VMDO Architects 200 E Market Street Charlottesville. VA 22902 434,296.5684 vmdo.com •�0000 • 0 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. bemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 Checked By Designed By Drawn By woo 'a O Q CRAIG W J. KCITARS 111 > Lic. No.. 0402048507 C. KOTARSKI K. MELLON K. MELLON ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN 8 WPO PLAN SUBMISSION 10.AUG.2020 STORMWATER SUMMARY PLAN C5A ROCK I ARMOR \ Z \ 1 it � v v 1 � �• I ROCKARM�R \ I r ilk I LkJ I I I r m I I x I 11 \\ \ \\ 11 I II \ 1 II I II I I 1 11 I I I I \ 1 I II II 1 \ I I I \\ 689 I' � I I `• 1 1 I ' \ I I I f \ I I w aoo I\ I \s I 1 `° co 00 690 , I 1 ', Ln I 1 I I 1 I 1 \ O I ` ' I I 1 1 1 1 1 I , T � I \ 1 I it / _. Ir \\ II I I II I'I II III I `- \\ I II I II I I I I 6190 61, LOD CIO \ \ 1 , \ \ • \\ \ � I / d � I I I , I I N \\ 11 II I I .dl •\'o y 0o I 11 ��C-ODI 1 • \ 1 1 I � � I / .NHS ' —I t\ I rnS \ J I 40 / c C3) `p I 31 / I 308 J \ \'\ I\ �. \ ,' ,' S \ I I / I/ lz/ I / I I I BLOCK RATAINING WALL 1.0•AWJ I \ 1 \ I'I•�F:I��i: 1. \ � ' ` I,1 I I EXISTING SOCCER FIELD If I::I' \\ I \ STEEP SLOPES I / (MANAGED) I I .I:: ^O \ \ •\ , 1 I 'Ill ; I -" II I \ I I \ \ \ 1 \1 1 1 kk TMP 56-64E t\ \ III I I II III I1 \ \ \ \111'1' m COUNTY SCHOOL BOARD OF ALBEMARLE COUNTY, VIRGINIA DB. 1044, PG. 498 DB. 1098, PG. 703 ZONED: RA (RURAL AREAS) \N I \ \ \ 1 SAN / EX XTREE —► 15"DEC 680 \ It OD 6 67g \ 8 \ \ \ \\\\ \ ----�-- - -- / 77 SrLEP AOPEI 679 67g \ MANAG>=DI I i . c� I / \ \ \ 12"DEC \ — 680 , \ I .'681 =nl dI , DES'00 — -- `O 880 \ \ \ \ \ I \\ \ m -- - - -- ^ I 316 �- - ---- -- - ------ \ \\ _ \ \ I I 1 a I I / /'/-_- -\`� I 1 \-_ r / / STEEPSLOPES �I\ \ \� \ \\ \ \\ \ 8"DEC \\ \ \ I I 1\ 1 . F \ 1 I I / , . I ) / \ .. /l / (MANAGED) - -/\ t 1 GAME \ \ \ \ \ \ \ \ \ 1 RAC '�' �P� I 1\ ' \ , , I I ' ` \ \\ \ \ 1\\\ 1 ' \ 14 1 6 h— ' / I 6, \/ p 'y�I I \ \ \ 1 \ 1 kk — — 15 D / \ \ 1 \ \ , \ `!`\�5„DEC I\ \\ \ cep `\ \ \ `\ \\ `\ \ \ \\ I� I I 1 \ \ \ \ \ \ d.,a \I 10°DEc - '� I I \ I STEEP (CRITICAL 5 ES) I [ — 212 ♦ — — ':� / / I' ' ll o ' 316 0.78 / �• — — i i1 I /� l i I 0.54 ---- \ o Ec / _ ��� - dJ I \ / LEGEND: _ - _ - \ ` 1 \\ \ 20' SA AIRY SEWER EASEMENT \ ��`\ _ / �� • ' \_ 1 \ 'S' \ ORAL iD7.4RLE COUNTY \ \ \ \ \\\ 1 snc�686 , 1 ERVIC AUTHQRITY /� 4 I —I 1 I\ \\ % ie �I f'\\ \\ `\ \END d ^ \ -- -- — r--/—�4 ,, 0` \ \ I \ I \ \\ \ \ \\ \` \\ o — J.T')l , _ a ' %N 0 op k cn \ 689 \ \ ` \ \ \ \ \ \ W 1 1 SCALE 1 "=2D' t I I I i I I I 6 �\' d / ♦ j 222 0.46 as 212 0.75 208 0.38 \ `\ `\ \\ ` `\ \ \ \ 1\"'\\\II // I I e / ` ♦l \ \ \ \ '/ / \ / � � 0.057 ^ 22a 0.20 \ p ` \ \ \Iq'\ \\ / ♦ 0.03 \ \ \1 \ \ 0 20' 40' 1 / - d / ♦ ° - \ \ \ ` \ ` 00, \ \ \ \ MATCH INE - SEESHEET5.4 \ \\\'� / all Mil- IL1HD ♦ I I 214 0.40 ,� \ \ \ \ \ . \ \ \ I / arDE_ _ 224 0.59 \ ` ,t \ M"k\ , / S- �X 229d° \ / ♦ �, , h� \ � \ \ \ \ � � \ ` `\ '�a \ \ \ \ \ \ \ \ \ \\\ \ 0z / ♦ 0.03 INV. IN= 83.56' 15 .A9P (NJ. I I _ I / - 692- \ \ \ \ \ \ \ \ INV. IN=6 3 40' 11 1 t©PE: VV , . _ ' ' _ -` \ \ \ \ > \ \ \ \ \ \ \ \ N INV. N; 684.13' 4 ($LDJ / I I + j \ J I 9p 5P v ��.' \\ / INV O-683.4p, 15' RCP:. `y""'.. 8"16'EG A I / i \ \ \ \ \ \ 8 \ U \ 6g —�� / \ \ \ \ \\ \ I z 1 \ \ \ \ I a 207 0.90 °° wv.=67s.84 1.`al 692, 0.62 12o�C \� / S 1 Ll/G . 1030.88 OD 0.28 <y \ 681 I JI / - ., 8_`9A , \_• / it a ■II °683u 693�f '=69283• TOPs69&0 &,R Po I I I I I Q \401-=689.89' 30T=689.90' \ r��I .. ` I Y I \ I (p I I I I 1 l \ 11 II II II 11 11 11 11 II II II II II 0 I II 11 11 11 11 JI VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com •�0000 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • bemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 Checked By Designed By Drawn By t �L'x( woo 1 F� 'a Q CRAIGW J. KOTARS[ri> Lic. No.. 0402048507 C. KOTARSKI K. MELLON K. MELLON ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN 8 WPO PLAN SUBMISSION 10.AUG.2020 STORMWATER SUMMARY PLAN C5n5 1 UNDERGROUND DETENTION - 720 Cl) O � H r': N LC M }� (oH Q O 0)Z) a- 0 (")0Z 720 715 715 710 710 705 705 (STING GRADE 700 700 PROPOSED GRADE 695 695 690 690 685 685 680 680 -131 25.93' OF 12" HOPE @ 8.00% 9+50 10+00 10+50 UG DETENTION - STR 132 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 U 01 cri _O G O N 'aG. a 2- -116: 12" Nyloplast Basin - Solid Cover CD CL o c LO c LO s 'a Lo M STA 10+14.04 m v ° r oo' 00 Co o c o TOP 680.39 v ,M t � N o o o °' N C1qM 0D �= v INV IN 678.43 (117) �� rn °' w o Z o ,° v, o (0 O N N M 114: ES-1 for 12 inch Pie N O O rn ¢ o- - 00 0 o r a0 o P INV IN 678.43 (121) r� o rn ni ao N o- 0> o (0 a-N N 00r O h^ N M 0 o O o rn ,° ri a" (6o STA 10+04.00 00 ao ri a o o <° rn H? r o oar ++ gMCO oNc +(6� F INV OUT678.33(115) O000 F mroo� F 152:DI-386ftThroat c! r- 00 w �rz w �r +�(o v'°CO xoo TOP679.42 xc o0 o It o� EL o O w �oZ +�F g�coz O -�Z_z_ 0 ��rz_ STA13+74.83 +'v°0 v ¢ io ¢ � o o INV IN 678.25 115 O 0 0 U') U) o�0> o¢o� w1(o0 c H0>> ( ) �¢n-»> o¢o>> TOP699.74 o(zZ)� 0U) NOHaO> HUH?? 1U)PZZZ 'o)0Zz INV OUT695.00(151) oFEL o�N (°UH?=UH??(oi N v .c coo 730 730 730 710 710 720 720 705 705 715 715 705 'Z 0 w 0 725 725 720 1 720 715 I 715 PROPOSED GRADE 710 710 705 705 05 4r8'O F700 HDPE 700 EXISTING @ o GR ikDE 695 695 690 1 690 9+50 10+00 11+00 STR 504 - STR 506 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 705 705 700 700 695 695 PROPOSE GRAD 690 690 685 1 685 680 680 EXIST( G GRADE 501 35.90' OF 18" RCP @ 3.15% 675 675 670 670 9+50 10+00 11+00 STR 500 - STR 502 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 3 N U)N v Z:l r N N N N � (OD (00 (00 M. 20 1Z OOO o LO io .0 - O r- 0003 om(tOo(r° o Cl) O r' (° 03co + M r r I- Z N CD co 0'�t to ¢a_- - 0 N °�(oz O M�Coz O of Oz z z a- (nH--- 6E¢a> OO(nOZZ > o6¢a> > C'4 705 705 700 700 695 EXISTIN G 695 690 690 PROPOSED GRADE / 685 685 000 129 / 30.83' OF I 21" HDPE @ 1.00% 680 680 / 127 38.28' OF 107 21" HOPE 105 63.60' OF @ 9.06% 675 60AV OF 21" HOPE 675 21" 5.5 @141% 670 670 665 665 EXISTING GRADE PROPOSED GRADE - UNDERGROUND DETENTION WEIR PLATE UNDERGROUND DETENTION 9+50 10+00 11+00 12+00 12+50 STR 102 - UG DETENTION HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 715 715 710 1 710 705 705 700 700 695 MIN. 695 690 690 685 685 680 133 14.37' OF 15" HOPE @ 1.00% 1 680 9+50 10+00 10+50 UG DETENTION - STR 134 PROPOSED GRADE - UNDERGROUND DETENTION - HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 EXISTING GRADE - PROPOSED GRADE m '° It H rn N d (° o) 00 0]NV)O 0 +O 0 (O O ¢ o- Z 715 U OF 715 710 710 705 705 EXISTING GRADE 700 1 700 695 695 690 690 145 685 685 680 23.59' OF 15" HDPE @ 2.00% 680 675 675 9+50 10+00 11+00 PIPE 145 - STR 146 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 700 700 695 695 (390 685 690 685 680 680 675 675 670 115 10.04' OF 15" HOPE @ 0.75% 670 665 665 710 710 705 APPROX. LOCATION OF EXISTING WATER PROPOSED GRADE 705 LINE. LOCATION AND DEPTH TO BE FIELD ]STING VERIFIED PRIOR TO GRADE CONSTRUCTION. 700 700 J 695 695 151 14 172.q 15" H OF PE 94.03' OF 15" HOPE @ 0.75% 690 141 OF 1 $ \A0 @i 0. 8% 690 685 685 UNDERGROUND DETENTION 680 _ 680 675 1 675 9+50 10+00 10+50 9+50 10+00 STR 114 - STR 116 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 705 m N M .�... - G C:) M M It' r °r° Z O M 00 00 to + ° CD(0(r0 C'J C) (0 O �Fp»> �UFZZZ 3 O .- N O. U N .... .`-... .r... L vOoO N rC'4 00 Co 00 >O N�N� (O (0 (o U =cam+co(oHf-H N CoU o �0�a?000 (/7 > >> > N C 0 1 @U�zzzz C N M M (n V w NN cN- m .., n O Cl) 000 co Z +o��12 Coco o m O _z _z ¢ o-» > N z z z 705 700 700 695 695 690 690 PROPOSE GRADE EXISTING / 685 GRADE 685 680 121 680 71.50' OF 15" HOPE 675 0.509)) 125 675 12" HOPE @ 4.15% 670 670 665 665 9+50 10+00 11+00 11+50 STR 130 - STR 137 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 11+00 12+00 13+00 UG DETENTION - STR 152 705 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 H 0 U d) o c U r v m r O 00V dM', F_ N p) Z C)M Co Co (0 }Oeo(ro(r°~ m ��oZ_Z_0LO to�6 C) (0 �0> > > 'q: O zzz Z+o'0H O(oZ 7 00 O co z z �i.- 705 700 700 695 695 690 690 EXISTIN GRAD PROPOSED 685 GRADE 685 680 0 680 117 61.50' OF 8" HOPE 675 @ 0.50% 675 119 4.00' OF 8" HOPE @ 2.56% 670 670 665 665 9+50 10+00 11+00 STR 116 - PIPE 119 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 _ C m+rco N 2 O00Z N fn�Z 700 700 695 695 690 690 685 685 680 680 109 24.37' OF 113 12" HOPE 46.51' OF @ 0.75% 12" HOPE 675 @ 0.76% 675 61-0 670 665 65 O O 7 Z) 00 Z Z 14+00 9+50 10+00 11+00 STR 108 - STR 126 138A: 12" Nyloplast Basin - Solid Cover- STA 10+75.19 TOP 697.31 INV IN 689.39 (139A) INV OUT 689.29 (139) 138: 12" Nyloplast Basin - Pedestrian Grate STA 10+63.52 TOP 696.75 INV IN 689.15 (139) INV OUT 688.75 (137) 136: DI-3C 6 ft Throat STA 10+16.38 TOP 696.16 INV IN 688.03 (137) INV OUT 687.86 (135) 715 UNDERGROUND DETENTION - HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 0 U -o 0 U) c N ¢ m m M N C')') Ov a " r T0)co co Z (o of (o +r(0 H C)oZ O 0 0> > U�z z 0 50 PROFILE SCALE 140: 15" Nyloplast Basin - Solid Cover STA 11+25.91 TOP 692.77 INV IN 690.11 (143) INV IN 690.28 (141) INV OUT 690.11 (139B) FA 710 710 705 705 DOMESTIC PROPOSED AND FIRE GRADE LINE 700 700 EXISTING GRADE \ 695 695 1.5' i 690 I 690 ----141 27.85' OF 8" HDPE @ 1.50% 685 685 139B 135 139A 30.92' OF 16.38' OF 19.80' OF 12" HOPE 12" HIDPE 12" HOPE @ 1.00% 14% @ 1.57 k 680 680 137 47.14' OF 12" HOPE 139 @ 1 54% 11.67' OF 12" HOPE @ 1.22% 675 675 - TRENCH DRAIN 9+50 10+00 11+00 12+00 UG DETENTION - PIPE 141 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com • 0 •,54*� TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. bemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 Checked By Designed By Drawn By 1 F� 'a 0 Q CRAIG W J. KOTARS KJ > Lic. No. 0402048507 rI C. KOTARSKI K. MELLON K. MELLON ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN 8 WPO PLAN SUBMISSION 10.AUG.2020 STORM SEWER PROFILES C7n0 UNDERC DE1 ca i O V ~ 0 0 N 0 -7 0oo 0 CN M + F 0100 0 F '0 > M rnHZ 7n� 705 715 700 700 695 695 690 690 685 685 ROUND ENTION 680 680 675 315 12.18' OF 15" HDPE @ 8.48% 1 675 670 670 665 665 9+50 10+00 11+00 PIPE 315- STR 316 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 0 U g 0 U) c m fc m _ N I v O p r N N zor66co �0�ZZ0 O 6o»> U)FZZZ 102: MH-1 STA 10+38.85 TOP 679.90 INV IN 676.65 (105) INV IN 676.66 (103) INV OUT 676.65 (101) 100: ES-1 for 18 inch Pipe STA 10+04.00 TOP 678.14 INV IN 676.47 (101) 715 705 710 710 705 705 700 700 PROPOSED 695 FGRADE 695 TR 690 0 690 143 27.98' OF 8" HDPE 685 @ 1.95% 685 EXISTING GRADE 680 680 675 675 NCH DRAIN 9+50 10+00 11+00 STR 140 - PIPE 143 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 104: 24" Nyloplast Basin -Dome Grate STA 10+60.40 TOP 678.87 INV OUT 676.77 (103) 705 700 700 695 695 690 690 685 685 EXISTING GRADE 680 680 675 675 101 34.85' OF 103 18" HDPE 21.55' OF @ 0.50% 12" HDPE 670 @ 0.50% 670 665 665 PROPOSED GRADE 9+50 10+00 11+00 STR 100- STR 108 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 715 a� d am C7 o E ❑ o c , o mc ^ C ^ M rn ca co N N jNx� m N f0Cn O 0 U) O E, 0 G M N T Z 0 0 0 O O CO00 00M �`OMto r O W O o coo =onto F M �, O00❑ O aa-> to O (n�Z M�O> > N a0 ciwFZ Z U)�Z 715 715 710 710 705 700 705 700 EXISTING GRADE PR POSED BADE 695 695 690 690 58.86 OF 6" DIP @ 1,00% 685 685 680 680 675 675 9+50 10+00 11+00 STR OD1 - PIPE 235 PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 216: 18" Basin - Circular Grate M a o n STA 12+32.36 o M � L N i` o cCi 685.21 U N O N O tV M Co INV IN 680.95 (217) 222: 12" Basin -Circular Grate O N ;° U u� O M v m m INV IN 680.50 (221) INV OUT 680.40 E STA ur9 0 o 0 0 � c 00 6•go, 0 0 N � 0 0) 0) rmi N 2Op(Oto yOO� t+o of F (215) TOP mo CO °6 0 m II- m�NO t° t° cn 0 - � Z_ Z_ ❑ O �+ °p F O» > � co O O INV OUT 680.91 (221) So o _ ,- 0Z Z NO0)❑ o �mFz z Z u�i Cn Z 00~0Z O Z Z NFOO NU)�-Z 710 1 1 710 710 1 710 720 1 720 705 705 700 700 695 695 690 690 PROPOSE GRAD EXISTIN GRADE 685 685 3' MIN. / 680 680 221 13.78' F 6" HOPE @ 3.00 675 675 670 1 670 9+50 10+00 11+00 STR 216 - STR 222 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 705 705 700 700 695 695 PROPOSED GRADE 690 690 / EXISTING GRADE 685 685 680 3 680 9 p9n'�, to Q6 675 675 670 670 9+50 10+00 11+00 STR 208 - STR 224 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 715 715 710 710 705 705 PROPOSED GRADE EXISTING GRADE 700 700 695 695 153 61.33OF 12" HDPE @ 0.75% 690 690 685 685 680 1 680 9+50 10+00 11+00 STR 148 - STR 154 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 208: 18" Basin - Circular Grate STA 11+07.73 TOP 681.04 INV IN 678.66 (209) INV IN 678.66 (223) INV OUT 678.56 (207) 212: 16' Basin -Circular Grate STA 11+91.41 TOP 683.23 INV IN 679.72 (213) INV OUT 679.62 (211) 210: 18" Basin - Circular Grate STA 11+53.06 TOP 682.06 INV IN 679.33 (211) INV OUT 679.23 (209) 715 700 710 710 705 705 700 700 PROPOSED GRADE EXISTING 695 GRADE 695 690 690 685 233 685 89.73' OF 16, HDPE @ 0.90% 680 680 675 675 9+50 10+00 11+00 11+50 STR 232 - STR 234 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 404: MHA STA 10+36.21 TOP 697.97 INV IN 691.92 (EX 405) INV OUT 691.87 (EX 403) 402: DI-3B 6 ft Throat STA 10+00.00 TOP 698.38 INV IN 691.42 (EX 403) INV OUT 691.62 (EX 401) 715 406: DI-3C 6 ft Throat STA 10+50.67 TOP 697.86 INV IN 692.04 (EX 407) INV OUT 692.04 (EX 405) EX 408 STA 10+88,69 TOP 696.02 INV OUT 692.37 (EX 407) 715 710 710 705 705 EXISTING GRADE PROPOSED GRADE 700 700 695 695 690 690 EX 403 EX 407 36.21' OF EX 405 38.02' O 15" RCP OF 115" 15" RCP @ 1.24% "RCP @ 0.87° 685 @ 0.83% 685 680 680 675 675 9+50 10+00 11+00 11+50 STR 402 - EX STR 408 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 18" Basin - Circular Grate- STA 12+10.64 TOP 683.75 INV IN 679.96 (215) INV OUT 679.86 (213) -216: 18" Basin - Circular Grate STA 12+32.36 TOP 685.21 INV IN 680.95 (217) INV IN 680.50 (221) INV OUT 680.40 (215) N n N X ES .N.. vW o 0 CD 0 w 220: 24" Nyloplast Basin - Dome Grate °0"0 N STA 13+02.53 = N'o z co TOP 685.75 " d Z O INV OUT 682.25 (219) 66 N U)OZ Z Z 700 695 EXI 3TING 695 BADE 690 690 PROP SED_J G DE 685 Z 685 680 215 19 680 209 207 45.33' OF 21.76' OF .55' OF 103.74' OF 1S" HDPE 211 15" HDPE 1 " HDPE 18" HDPE @ 1,25% 38.3 ' OF @ 2. 0% 1.00°k 675 675 18" DPE 213 217 @ 0 75% 19.24' F 49.6 'OF 18" HE PE 15" HOPE @0.7 °k @2. 0% 670 1 1 670 EXISTING 8" 665 SANITARY SEWER. 665 660 660 9+50 10+00 11+00 12+00 13+00 STR 200 - STR 220 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 -304: 15" Basin - Solid Cover STA 10+43.48 TOP 680.01 INV IN 676.12 (305) INV OUT 676.12 (303) 302: ES-1 for 15 inch Pipe STA 10+04.00 TOP 677.38 705 14+00 0 50 PROFILE SCALE 310: 24" Nyloplast Basin - Dome Grate STA 12+10.02 0)M TOP 684.00 coon rn INV IN 679.32 (311) n v 00 INV OUT 679.22 (309) o(6mm co I � m z 312: 12" Basin -Circular Grate - O a- STA 12+31.28 z TOP 686.51 m INV IN 679.82 (313) INV OUT 679.72 (311) 705 700 700 695 695 690 690 PROPOSED GRADE / 685 685 WEIR PLATE EXISTING U DERGROUN GRADE D TENTION i 680 680 1 313 24.57' OF 15" HDPE 305 @ 0.75% 675 675 15" HOr PE E307 309 311 @ 0.75% 88.28' OF 33.5T OF 21.27' OF 15" HD 15" HDPE 15" HDPE @ 1.73% @ 3.40% @ 1.90% 670 670 303 39.21' OF 18" HDPE EXISTING 8" @ 0.59% SANITARY SEWER. 665 665 9+50 10+00 11+00 12+00 STR 302 - STR 310 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 13+00 13+50 VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com • 0 •,5�� TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • bemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 Checked By Designed By Drawn By k g woo iN 'a O Q CRAIG W J. KOTARS KJ > Lic. No. 0402048507 r"ed 8/10/20 �F C. KOTARSKI K. MELLON K. MELLON ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN 8 WPO PLAN SUBMISSION 10.AUG.2020 STORM SEWER PROFILES C7ml STORM PIPE TABLE PIPE # DIA FROM -TO UPSTREAM DOWNSTREAMINVERT INVERT SLOPE LENGTH DESCRIPTION EX 15" 15" - 134 687.35 686.81 1.93% 27.99 LF 15 inch RCP EX 229 15" EX 230 - 218 683.52 682.50 1.35% 75.80 LF 15 inch RCP EX 231 15" 232 - EX 230 684.39 683.88 1.00% 51.06 LF 15 inch RCP EX 401 15" 402 - 691.62 688.53 1.00% 309.75 LF 15 inch RCP EX 403 15" 404 - 402 691.87 691.42 1.24% 36.21 LF 15 inch RCP EX 405 15" 406 - 404 692.04 691.92 0.83% 14.46 LF 15 inch RCP EX 407 15" EX 408 - 406 692.37 692.04 0.87% 38.02 LF 15 inch RCP 101 18" 102 - 100 676.65 676.47 0.50% 34.85 LF 18" HOPE 103 12" 104 - 102 676.77 676.66 0.50% 21.55 LF 12" HOPE 105 21" 106 - 102 677.50 676.65 1.41% 60.13 LF 21" HDPE 107 21" 126 - 106 681.10 677.60 5.50% 63.60 LF 21" HDPE 109 12" 110 - 108 680.68 680.50 0.75% 24.37 LF 12" HDPE 113 12" 126 - 110 681.10 680.75 0.75% 46.51 LF 12" HDPE 115 15" 116 - 114 678.33 678.25 0.75% 10.04 LF 15" HDPE 117 8" 118 - 116 678.74 678.43 0.50% 61.50 LF 8" HDPE 119 8" 118 - 678.74 678.84 2.56% 4.00 LF 8" HDPE 121 15" 122 - 116 678.79 678.43 0.50% 71.50 LF 15" HOPE 123 8" - 122 678.91 678.89 0.50% 4.00 LF 8" HOPE 125 12" 126 - 122 681.10 678.89 4.15% 53.22 LF 12" HDPE 127 21" 128 - 126 684.67 681.20 9.06% 38.28 LF 21" HDPE STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION EX 230 691.38 7.86' MH-1 EX 408 696.02 3.65' DI-3C 6 ft Throat OD1 693.09 2.09' 12" Nyloplast Basin - Dome Grate 100 678.14 997 ES-1 for 18 inch Pipe 102 679.90 3.42' MH-1 104 678.87 3.62' 24" Nyloplast Basin - Dome Grate 106 681.00 3.67' 24" Nyloplast - Dome Grate 108 681.60 3.46' ES-1 for 12 inch Pipe 110 684.24 3.56' MH-1 114 679.42 6.44' ES-1 for 12 inch Pipe 116 680.39 2.23' 12" Nyloplast Basin - Solid Cover 118 680.45 1.82' 8" Nyloplast Basin - Solid Cover 122 680.69 2.01' 12" Nyloplast basin - Solid Cover 126 687.27 6.17' MH-1 with Splitter Weir and Orifice 128 693.94 9.27' MH-1 132 695.32 4.73' DI-3C 6 ft Throat 134 696.17 9.46' MH-1 136 696.16 8.31' DI-3C 6 ft Throat 138A 697.31 8.13' 12" Nyloplast Basin - Solid Cover 138 696.75 8.25' 12" Nyloplast Basin - Pedestrian Grate STORM PIPE TABLE 129 21" - 128 685.00 684.69 1.00% 30.83 LF 21" HOPE 131 12" 132 - 690.70 688.62 8.00% 25.93 LF 12" HOPE 133 15" 134 - 686.71 686.57 1.00% 14.37 LF 15" HOPE 135 12" 136 - 687.86 687.67 1.14% 16.38 LF 12" HDPE 137 12" 138 - 136 688.75 688.03 1.54% 47.14 LF 12" HOPE 139A 12" 139B - 138A 689.70 689.39 1.57% 19.80 LF 12" HOPE 139B 12" 140 - 139B 690.11 689.80 1.00% 30.92 LF 12" HDPE 139 12" 138A - 138 689.29 689.15 1.22% 11.67 LF 12" HDPE 141 8" 140- 690.28 690.70 1.50% 27.85 LF 8" HDPE 143 8" -140 690.65 690.11 1.95% 27.98 LF 8" HDPE 145 15" 146 - 689.29 688.82 2.00% 23.59 LF 15" HOPE 147 15" 148 - 692.92 689.15 3.48% 108.31 LF 15" HDPE 149 15" 150 - 148 694.19 693.02 0.68% 172.49 LF 15" HOPE 151 15" 152 - 150 695.00 694.29 0.75% 94.03 LF 15" HOPE 153 12" 154 - 148 695.36 694.90 0.75% 61.33 LF 12" HOPE 207 18" 208 - 202 678.56 677.95 0.59% 103.74 LF 18" HDPE 209 18" 210 - 208 679.23 678.66 1.25% 45.33 LF 18" HOPE 211 18'. 212 - 210 679.62 679.33 0.75% 38.35 LF 18" HDPE 213 18" 214 - 212 679.86 679.72 0.75% 19.24 LF 18" HDPE 215 15" 216 - 214 680.40 679.96 2.00% 21.76 LF 15" HDPE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION 139B 697.56 7.97' 12" Nyloplast Basin - Solid Cover 140 692.77 2.87' 15" Nyloplast Basin - Solid Cover 146 696.69 7.40' DI-313 4 It Throat 148 700.83 7.91' MH-1 150 700.11 5.92' DI-313 4 ft Throat 152 699.74 4.74' DI-313 6 ft Throat 154 699.53 4.28' DI-313 4 ft Throat 202 679.61 3.19' ES-1 for 18 inch Pipe 208 681.04 2.65' 18" Basin - Circular Grate 210 682.06 3.00' 18" Basin - Circular Grate 212 683.23 3.78' 15" Basin - Circular Grate 214 683.75 4.06' 18" Basin - Circular Grate 216 685.21 4.95' 18" Basin - Circular Grate 218 687.15 5.21' MH-1 220 685.75 3.62' 24" Nyloplast Basin - Dome Grate 222 685.54 4.78' 12" Basin - Circular Grate 224 690.23 8.22' 12" Basin - Circular Grate 232 692.78 8.67' MH-1 234 689.30 4.21' 30" Nyloplast Basin - Dome Grate 302 677.38 3.46' ES-1 for 15 inch Pipe STORM PIPE TABLE 217 15" 218-216 681.94 680.95 2.00% 49.63 LF 15" HDPE 219 15" 220 - 218 682.25 682.04 1.00% 20.55 LF 15" HDPE 221 6" 222 - 216 680.91 680.50 3.00% 13.78 LF 6" HDPE 223 6" 224 - 208 682.25 678.66 7.27% 49.39 LF 6" HDPE 231 6" OD1 - 691.00 690.41 1.00% 58.85 LF 6" DUCTILE IRON 233 15" 234 - 232 685.20 684.39 0.90% 89.73 LF 15" HDPE 303 18" 304 - 676.12 675.89 0.59% 39.21 LF 18" HDPE 305 15" 306 - 304 676.45 676.12 0.75% 44.73 LF 15" HDPE 307 15" 308 - 306 677.98 676.45 1.73% 88.28 LF 15" HDPE 309 15" 310 - 308 679.22 678.08 3.40% 33.53 LF 15" HDPE 311 15" 312 - 310 679.72 679.32 1.90% 21.27 LF 15" HOPE 313 15" - 312 680.00 679.82 0.75% 24.57 LF 15" HDPE 315 15" 316 - 683.29 682.26 8.48% 12.18 LF 15" HDPE 501 18" 502 - 500 683.85 682.72 3.15% 35.90 LF 18 inch RCP 505 18" 506 - 504 703.20 702.49 1.27% 56.18 LF 18" HDPE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION 304 680.01 3.89' 15" Basin - Solid Cover 306 679.34 2.89' 15" Basin - Solid Cover 308 681.83 3.85' 15" Basin - Solid Cover 310 684.00 4.88' 24" Nyloplast Basin - Dome Grate 312 686.51 6.89' 12" Basin - Circular Grate 316 687.79 4.63' DI-3C 8 ft Throat 402 698.38 7.14' DI-313 6 ft Throat 404 697.97 6.29' MH-1 406 697.86 6.00' DI-3C 6 ft Throat 500 684.39 ???' ES-1 for 18 inch Pipe 502 685.52 ???' ES-1 for 18 inch Pipe 504 704.15 ???' ES-1 for 18 inch Pipe 506 704.86 j ES-1 for 18 inch Pipe VMDO Architects 200 E Market Street Charlottesville. VA 22902 434,296.5684 vmdo.com h d 1 u I'u [•]� &Me] ZT 11l YOUR VISION ACHIEVED THROUGH OURS. bemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 e^5• lie U CRAYGW J. KOTARSKI Lic. No. 0402048507 F,4 b110120 ee Checked By C. KOTARSKI Designed By K. MELLON Drawn By K. MELLON ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN 8 WPO PLAN SUBMISSION 10.AUG.2020 STORM SEWER TABLES C7m2 DOGHOUSE MANHOLE STA 10+00.00 15 TOP 693.64 INV IN 688.08 (16-15) INV IN 677.72 (EX 8" PVC) INV OUT 677.72 (EX 8" PVC) Inn EXTERNAL DROP CONNECTION (SEE DETAIL ON SHEET C1.3) Ins CLEANOUT 16 STA 10+60.52 TOP 697.80 INV IN 692.32 (GT-16) INV OUT 692.32 (16-15) Inn i 695 L / 695 1.1T 690 690 GT-16 21.63' OF 4" PVC @ 10.00% 685 1 -1 685 60.52' OF 4" PVC @ 7.00% 680 680 675 675 670 1 670 DOGHOUSE MANHOLE STA 10+00.00 9 TOP 675.59 INV IN 667.85 (Ex 8" PVC) INV IN 669.70 (10-9) INV OUT 666.75 (Ex 8" PVC) 8RS APPROX. LOCATION OF EXIST. WATERLINI VERIFY PRIOR TO THE START OF CONSTRUCTION. H-20 RATE GREASE TRAP (SEE MEP DRAWINGS) EXTERNAL DROP CONNECTION (SEE DETAIL ON SHEET C1.3) - 9+50 10+00 11+00 11+50 SSWR 15 - GREASE TRAP HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 STA 13+80.29 450 BEND CLEANOUT 10 STA 10+57.11 TOP 680.40 INV IN 673.70 (BUILDING - 10) INV OUT 673.70 (10-9) fiRfi / EXISTING GRADE / 680 680 PROPOSED GRADE 675 1 f-/ 675 670 I 670 10-9 BUILDING - 10 57.1 T OF 2.81' OF 6" PVC 6" PVC @ 7.00% @ 7.00% 665 665 660 660 655 655 9+50 SSWR 10 - SSWR 9 HORIZ SCALE: 1 "=50' VERT SCALE: V=5 CLEANOUT 'TA 10+38.81 INV IN 675.14 (3-2) INV OUT 675.14 (2-EX -1) EXIST. MANHOLE STA 10+00.00 TOP 677.73 INV IN 674.56 (2-EX -1) INV IN 670-.82 (8" PVC) INV OUT 670.54 (8" PVC) Ins Ins 700 700 PROPOSED GRADE 695 EXI TIIG 695 GRAE iE E UILDING J r �- 690 1 r� � 690 l 233 / 12" HDPE STORM 685 685 6-5 ' MIN `4" PVC S WER PIPE 1' MIN 680 680 IX " PVC 675 10) 4" HOPE GEOTHERMAL -� SEWER PIPE 675 TIE SUPPLY AND WELL SUPPLY AND RETURN LINES TO RETURN LINES GEOTHERMAL WELL SYSTEM. (SEE MEP PLANS) 670 1 670 665 665 9+50 10+00 11+00 12+00 13+00 14+00 GEOTHERMAL WELL SUPPLY PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 EXTERNAL DROP CONNECTION (SEE DETAIL ON SHEET C1.3) -\ EXISTING SEWER PVC PIPE 7nri 7nri 700 700 695 1 695 690 690 EXISTING GRADE BEN 685 685 3' ML FIRE HYDRANT 6" TAPPING SLEEVE AND VALVE 1' MIN 680 680 EX 18" TORM 76 PIPE CLASS-52 DIP 675 675 670 670 665 1 665 11+50 9+50 10+00 11+00 11+50 FIRE HYDRANT PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 CLEANOUT TOP 680.09 INV IN 675.96 (4-3) INV OUT 675.96 (3-2) CLEANOUT INV IN 677.59 (5-4) INV OUT 677.59 (4-3) CLEANOUT TOP 688.60 INV IN 681.23 (6- INV OUT 681.231 CLEANOUT INV OUT 683.27 (6-5) INV OUT 683.27 (7-6) CLEANOUT TOP 687.90 INV IN 685.30 (7-6) INV OUT 685.30 (TRAILER-7) 71A 71fi 710 710 ]STING 705 GRADE 705 (PROPOSED GRADE 700 700 6" DIP PROPOSED CLASSROOM ADDITION695 f 3.' IN.695 I 2:22' 690 A 690 STOR 139A 685 685 680 680 W � Z ZZ Z m Will m M o X 675 vI v vi v 1 io(575 71:5 ON I 710 705 710 705 700 8" DIP 700 PROPOSED 6"PVC CLASSROOM _ ADDITION 695 695 5' IN. 690 1.5' 690 STORM 139A 3" PVC 685 685 680 I 680 W > W Z) LLJ Z Z W O F mm w"_ Co 2 X co X 675 v v i'J ro bo o0 675 5 0 PROFILE SCALE 9+50 10+00 11+00 9+50 10+00 11+00 FIRE WATER SERVICE PROFILE DOMESTIC WATER SERVICE PROFILE HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 Ins Inn 700 700 695 695 PROPOSED __ PROPOSED TEMPORARY GRADE LASSROOM RAILER 690 690 EXISTING i GRADE 685 685 TRAILER-7 6.45' OF 4" 6 PVC 680 3' MI 5DR0--a 7-6 680 6-5 67.30' OF 36.93' OF 4' SDR-26 PVC 4" SDR-26 PV 5 4 3.03°k @ 5.50°k 45. 6' OF 675 „ 675 3-2 54.41'IOF @ .00 0 54.41' F 4" SDR-26 PVC 4" SD -26 PVC @ 3.06% 2 � 1 @1.5 % 670 670 LJ 4" DR-26 PVC @ .50% 665 665 15+00 9+50 10+00 11+00 12+00 13+00 TRAILER SANITARY SEWER PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 PROPOSED TEMPORARY CLASSROOM TRAILER 07 PROPOSED GRADE 695 EXIS TING 695 GRADE r 3. ' MIN i 690 - - 690 3.5' MIN 233 IETO VDPE EXISTING 12" WATERLINE 685 685 V MINI 680 680 1" COPPER WATERLINE IX 8" PVC SANITARY SEWER 675 675 670 670 665 665 660 660 14+00 14+50 9+50 10+00 11+00 12+00 13+00 TRAILER DOMESTIC WATERLINE PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: V=5 14+00 14+50 VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com • 00000 h d 15 I'u [•]� &IWe] X 11l YOUR VISION ACHIEVED THROUGH OURS. • bemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 '�Lx( F 1 F� 'a Q CRAIG W. J. KOTARS KJ > Lic. No. 0402048507 Checked By C. KOTARSKI Designed By K. MELLON Drawn By K. MELLON ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN 8 WPO PLAN SUBMISSION 10.AUG.2020 UTILITY PROFILES C73 795 775 720 720 715 715 j-HEIGHT OF OBJECT = 3.5' EIGHT OF EYE = 3.5' 710 SDR - 390' 710 _ _ — _ — _ I _ \ \ PROPOSED 705 _ GRADE 705 390, HEIGHT OF OBJECT = 3.5' ` � \ 700 \ � ` 700 695 \ 695 EXISTING \ GRADE \ 690 690 685 685 9+50 vv 10+00 1 1'1 „+DD 12+00 14+00 15+00 VDOT SIGHT DISTANCE PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 W �Q 16+00 17+00 18+00 18+50 PROFILE SCALE • = E —rim i^+— UFO �kM= �PROPOSED BUS ENTRANCE - LESS THAN 50 TRIPS DAY_ —o — 16+00 15+ _�_•+••-� -�'�I- 14+50 cIrHT DISTANCE LEFT - 390' 00 e f p 17+79.95 now Iowa _—_—__— also —UFO— some SINOW— - -UFO �====__w OHP— —UFO ` — OHF� _o 88 ObN 1 SCALE 1 "=30' 0 30' 60' VMDO Architects 200 E Market Street Charlottesville. VA 22902 434,296.5684 vmdo.com •�0000 0 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. bemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 Checked By Designed By Drawn By 'a Q CRAIG W J. KCiTARS 111 > Lic. No. 0402048507 C. KOTARSKI K. MELLON K. MELLON ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN 8 WPO PLAN SUBMISSION 10.AUG.2020 VDOT SIGHT DISTANCE PROFILE C8n0 • I• L • ' 4l • EVERGREEN TREE -TYP. \ 4sc BIO-RETENTION PLANTINGS \ - TYP. I � Vtl 6 z i ,,III 691 4 I: I - I m! - BUILDING ADDITION / / t EVERGREEN III TREE - TYP. �I I I �Ih I I I i `sue I � I fo8,QL I I. I III ; I • i .boo. III - — -- — — — — I EXISTING TREE TO REMAIN - TYP. EXISTING SOCCER FIELD 11 8SS86 \ • FRS f � • \ —6• - u — • • � 11 I ` EXISTING SCHOOL BUILDING • 000 .°o 0 0 O O :o O 0 O O • 0 000 • • TREE -TYP. PARKING LOT SCREENING SHRUBS-TYP. • • • • BUILDING ADDITION • • • CONCEPT PLANT SCHEDULE LARGE CANOPY TREE 77 • - EVERGREEN TREES 27 SMALL FLOWERING TREE 3 PARKING LOT SCREENING SHRUBS 2,640 SF / MEADOW PLANTINGS 12,901 SF 1 BIO-RETENTION PLANTINGS 8,693 SF 11 \ / MEADOW PLANTINGS TYP. 1 / 1 , 1 ' 1 \ 1 / / / Now f _— ---_ /—� qV EN U E MONO —� — Ft Z2000 ET C O mono owns SCALE 1"=30' 0 30' 60' VMDO VMDO Architects 200 E Market Street Charlottesville. VA 22902 434,296.5684 vmdo.com TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. eemar�le County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 W. HA III �o. 14 �� 08/10/20 Checked By F. HANCOCK Designed By F. HANCOCK Drawn By M. RACHNER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 LANDSCAPE PLAN LlnO CONCEPT PLANT SCHEDULE II, IL I' e � Professional Erosion Control Seed Mixture SLOPEMASTER is a seed mixture specifically designed for erosion control where rapid establishment is a necessity with little follow up maintenance. SLOPEMASTER features the durable white clover Durana which is a medium -leafed, intermediate type white clover containing as many as 97 stolons per sq. foot which will secure most erodable soils. Durana is a superior white clover that is persistent and will fixate up to 150 lbs of atmospheric nitrogen per acre per year. The Nitrogen fixation by Durana will provide enrichment to a stand of low maintenance cool & warm season turfgrass. Darana is durable and you can count on it to compliment a stand of tall fescue or bermuda with lespedeza to maintain a long stand life. SLOPEMASTER is also treated with Pennington's exclusive GermMax technology for enhanced establishment. Characteristics: • Extremely durable erosion control mixture • Aggressive growth to provide complete ground cover • Contains perennial seed that establish quickly and last for years • Durana White Clover establishes stoloniforus growth to hold soils in place • Durana White Clover fixates atmospheric Nitrogen for reduced fertilizer requirements Where to plant: Mmm—T—r ► -. tPrimary Adaptation ] Adapted to some sites Establishment: SLOPEMASTER can be planted by drilling, broadcasting, or hydraulic seeding. Planting can be made throughout the year when mixed with companion grasses that are suitable with planting dates, i.e. tall fescue in the fall or bermudagrass in the spring. Planting depth should be no more than'/4 inch (6.35 nun) for many stand failures result from planting to deep. Liming to a pH of 6.0 and providing adequate potassium and phosphorus are necessary to ensure a productive stand. Soil testing is highly recommended. Southern FaWSpring Mixture: Northern Mixture: 50% Turf Type Tall Fescue 75% Turf Type Tall Fescue 40% Unhulled Serecia Lespedeza 11 % Annual Ryegrass 10% Durana White Clover 9% Unhulled Serecia Lespedeza 5% Durana White Clover Seeding Rates: 50-200 Ibs / acre (22.7-90.80 kgs / hectare) P.O. BOX 290' MADISON, GA 30650 - (706) 342-1234' 800-277-1412 STEEP SLOPE PLANTINGS - 3:1 OR GREATER NOT TO SCALE INSTALL SHRUBS SO THAT THE TOP OF THE ROOTBALL IS AT THE SAME GRADE AS ORIGINALLY GROWN OR 1-2" ABOVE IN POOR DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL REMOVE ALL STRING, WIRE, AND BURLAP FROM TOP Y3 OF BALL BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER SCARIFY BOTTOM AND SIDES OF PIT III1 —III 1 i - I'III1 111 I IIIII B&B CONTAINER SHRUB PLANTING NOT TO SCALE 3- 2" x 2" HARDWOOD STAKES ROOT BALL 12 GAUGE GALVANIZED WIRE NEW 1/2" RUE 12 GAUGE GALVAN ALLOW FOR SLIGHT A 3 2x2 HARDWOC 7-6" MIN BELOW STAKE SHALL BE MIN. 18" OUT FIR AND OUTSIDE OF SET ROOTBALL FLUSH TO 1-2" HIGHER IN SLOWLY SOILS. DO NOT COVER T THE ROOTBALL ROOTFLARE SHALL ABOVE FINISH ri.-AIIII 1:1 SLOPE OP PLAN SCARIFY SIDES BEFORE PLACE RO( UNEXCAVATED OR TAI MULTI -STEM TREE - STAKING SPECIFIED TO SCALE PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK PRUNE SUCKERS IF FIELD GROWN, CUTAWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP Y3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1:1 SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT 3 X ROOTBALL DIAMETER DECIDUOUS TREE - STAKING SPECIFIED REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING 2-3" MULCH LAYER, KEEP AWAY FROM TRUNK 1" COMPOST LAYER PROVIDE MULCH UP AND OVER SAUCER 6"SAUCER REMOVE CONTAINER. SCARIFY PERIMETER ROOTS DO NOT PRUNE TERMINAL LEADER OR BRANCH TIPS REMOVE TAGS, LABELS AND PLASTIC SLEEVING DO NOT WRAP TRUNK PRUNE BROKEN BRANCHES 2-3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNK FLARE BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 6" SAUCER 1" COMPOST LAYER IF FIELD GROWN CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP Y3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT PLAN VIEW O ROOT BALL 'r 12 GAUGE GALVANIZED WIRE ` 3-2"x2" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8' 2"x2" HARDWOOD STAKE, 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL 2-3" MULCH LAYER TO EDGE OF DRIPLINE KEEP 4-6" AWAY FROM TRUNKFLARE SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE 6"SAUCER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 1" COMPOST LAYER PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. —7 HEIGHT VARIES WITH PLANTS 12" MIN. PLAN VIEW: LARGE CANOPY TREE 77 EVERGREEN TREES 27 SMALL FLOWERING TREE 3 PARKING LOT SCREENING SHRUBS 2,640 SF MEADOW PLANTINGS 12,901 SF BIO-RETENTION PLANTINGS 8,693 SF STREET TREE PLANTING REQUIREMENTS * per Sec. 32.7.9.5 of the Albemarle County Code. REQUIREMENT YARD LENGTH CALCULATIONS REQUIRED PROVIDED 745'-90'(EXISTING 12 LARGE TREES 1 LARGE TREE PER 50 LF WOODLAND)-69(ENTRANCE) 586/50 = 11.72 TREES 12 TREES (11 EXISTING) = 586 LF PARKING LOT LANDSCAPE REQUIREMENTS * per Sec. 32.7.9.6 of the Albemarle County Code. REQUIREMENT AMOUNT CALCULATIONS REQUIRED PROVIDED 5% OF THE PAVED PARKING AREA IS TO BE 34,176 SF 34,176 x .05 = 1,708.8 SF 1,709 SF 2,612 SF LANDSCAPED 1 LRG. OR MED. SHADE 176/10 = 17.6 SHADE TREE PER 10 PARKING 176 SPACES TREES 18 SHADE TREES 22 SHADE TREES SPACES TREE CANOPY REQUIREMENTS * per Sec. 32.7.9.8 of the Albemarle County Code. REQUIREMENT SITE AREA CALCULATIONS REQUIRED PROVIDED 10% OF THE SITE IS TO 20,650 SF(PROPOSED) + BE COVERED BY TREE 830,049 SF 830,049 /A0 = 83,005 SF 83,005 SF 184,192 SF(EXISTING) _ CANOPY 204,842 SF EDGE OF BUILDING, WALK OR STRUCTURE VOIDS MULCH LINE PLANT UNDER DRIP LINE OF LIMBED UP SHRUBS & TREES TRIANGULAR INFILL SPACING PLANT PERIMETER AT INDICATED SPACING PLANT UP TO EDGE OF SHRUBS UNLESS OTHERWISE NOTED PLANT 2-3" MULCH LAYER 1" COMPOST LAYER AMENDED SOIL MIX UNDISTURBED EARTH GROUNDCOVER/ PERENNIAL PLANTING NOT TO SCALE GENERAL NOTES PRE -CONSTRUCTION • CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWERANATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. • VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE LANDSCAPE ARCHITECT, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS. • SOIL TESTS SHALL BE PERFORMED TO DETERMINE SOIL CHARACTER AND QUALITY. NECESSARY SOIL AMENDMENTS SHALL BE PERFORMED PER TEST RESULTS TO ENSURE PLANT HEALTH. CONSTRUCTION/INSTALLATION • LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME. • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES. • CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. INSPECTIONS/GUARANTEE • 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. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR. • PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY. • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com 0 •,54*� • 0' TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. bemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 Checked By Designed By Drawn By W, HA III Wo. 14 08/10/20 F.HAN000K F.HAN000K M. RACHNER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 LANDSCAPE NOTES AND DETAILS L2n0