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SDP202000058 Plan - Revision 2021-02-05
CROZET ELEMENTARY RENOVATION AND SITE DATA: TAX MAP PARCEL: 05600-00-00-064EO COUNTY OF ALBEMARLE SCHOOL BOARD DB. 1044, PG. 498 DB. 1098, PG. 703 PARCEL AREA: 21.16 AC LIMITS OF DISTURBANCE: 5.41 AC IMPERVIOUS AREA: 2.79 AC ZONING: RURAL AREAS (RA) STEEP SLOPES (MANAGED) OVERLAY MAGISTERIAL DISTRICT: WHITE HALL SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP 28 IMPERIAL DRIVE STAUNTON, VA 24401 TELEPHONE: 540-885-0920 CONTACT:JOE MEDLEY JOE. MEDLEY@Tl MMONS.COM SURVEY CONDUCTED: MARCH 2O20 DATUM: HORIZONTAL: NAD83(NA2011) VIRGINIA STATE GRID SOUTH VERTICAL: NAVD88 VIA GPS RTK OBSERVATIONS REQUIRED BUILDING SETBACKS: FRONT 75 FT MINIMUM (EXISTING PUBLIC ROAD) FRONT 25 FT MINIMUM (INTERNAL PUBLIC/PRIVATE ROAD) SIDE 25 FT MINIMUM REAR 35 FT MINIMUM MAXIMUM BUILDING HEIGHT: 35 FT PROPOSED BUILDING HEIGHT: KITCHEN ADDITION 16 FT CLASSROOM + MOVEMENT ADDITION 28 FT (AVERAGE) LOWER LEVEL VESTIBULE 10 FT PROPOSED BUILDING SQUARE FOOTAGE: KITCHEN ADDITION 2,180 GSF (1 STORY) CLASSROOM + MOVEMENT ADDITION 31,753 GSF (3 STORIES) LOWER LEVEL VESTIBULE 982 GSF (1 STORY) TOTAL 34,915 GSF EXISTING USE: ELEMENTARY SCHOOL PROPOSED USE: ELEMENTARY SCHOOL ±34,915 GSF BUILDING ADDITION ±6,175 SF BASKETBALL COURT ADDITION ±33,350 SF PLAYGROUND RENOVATION ±6,250 SF COURTYARD ADDITION WETLAND IMPACTS: NO WETLANDS ARE IMPACTED AS A PART OF THIS PROJECT WATER SUPPLY: ACSA PUBLIC WATER SANITARY SUPPLY: ACSA PUBLIC SEWER DRAINAGE DISTRICT: RIVANNA NOTES: 1. THERE ARE MANAGED STEEP SLOPES WITHIN THE PROJECT LIMITS. 2. THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100-YR FLOODPLAIN. 3. THE SITE IS LOCATED IN A WATER SUPPLY PROTECTION DISTRICT. 4. A WPO STREAM BUFFER IS LOCATED ON THE SUBJECT PROPERTY AND WILL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. PARKING REQUIRED: THE NUMBER OF REQUIRED SPACES SHALL BE DETERMINED BY ALBEMARLE COUNTY PUBLIC SCHOOLS, DOCUMENTED IN A PARKING STUDY, AND SUBMITTED TO THE ZONING ADMINISTRATOR FOR APPROVAL EXISTING PARKING: 86 SPACES PROPOSED PARKING: 130 STANDARD SPACES 6 ADA SPACES 136 TOTAL EVERYDAY USE SPACES 12 BUS SPACES 41 SPECIAL EVENT SPACES 189 TOTAL SPACES SPECIAL FLOOD HAZARD AREA INFORMATION: SPECIAL FLOOD HAZARD AREA (FLOODPLAIN) YES [ 1 NO [ X 1 TRIP GENERATION LAND USE: ELEMENTARY SCHOOL ITE CODE: 520 AMOUNT: 680 UNITS: NUMBER OF STUDENTS Trio Generation for Crozet Elementary School LAND USE ITE CODE AMOUNT UNITS WEEKDAY AM PEAK HOUR PM PEAK HOUR ADT IN OUT TOTAL IN OUT TOTAL Elementary School 520 680 # of Students 1285 239 203 442 104 127 231 UTILITY DEMANDS WATER FLOW (AVERAGE DAILY DEMAND) AVERAGE FLOW RATES (FROM TABLE A 12VAC5-590-690) ELEMENTARY SCHOOL = 10 GPD/PERSON 10 GPD/PERSON x 770 PERSONS (90 STAFF + 680 STUDENTS) TOTAL = 7,700 GPD AVERAGE HOURLY DEMAND = 7,700 GPD / 24 HOURS = 320.83 GPH MAXIMUM HOURLY DEMAND = 320.83 GPH X 300% = 962.5 GPH PEAK HOURLY DEMAND = 962.5 X 150% = 1,443.75 GPH 1,443.75 GPH / 60 MIN = 24 GPM TOTAL FIXTURE COUNTS WATER CLOSETS = 44 LAVATORIES = 38 DRINKING FOUNTAINS = 12 SERVICE SINKS = 7 SEWER FLOW (AVERAGE DAILY FLOW) ESTIMATED TOTAL = 10 GPD/PERSON x 770 PERSONS = 7,700 GPD SCHOOL ADDITION, SITE IMPROVEMENTS MAJOR SITE PLAN AMENDMENT - SDP2020llllllllllll00058 AMENDING - SDP2010llllllllllll00012 COUNTY OF ALBEMARLE, VIRGINIA WHITE HALL DISTRICT VaQ �d Jae 02/05/2021 PROJECT LOCATION Crozet Thr�h d ad ee Wo nppolochion Mcuntoins kt,Sh Rr�rnwillp Eton 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: BRYAN CICHOCKI, P.E. TELEPHONE: 434-327-5380 i \f7 Sheet List Table SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING & ZONING ENGINEERING INSPECTIONS DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION TOTAL SHEETS = 35 APPROVAL DATE V M I) 0 VMDO Architects vmdo.com 434.296.5684 200 E Market Street 2000 Pennsylvania Ave NW Ste 7000 Charlottesville, VA 22902 Washington, DC 20006 000000*' 46 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 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 45873 Checked By Designed By Drawn By Bryan D. Cichocki Lie. No. 53741 B. CICHOCKI K. ROESER K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 COVER Como _710� -706 0 bHP , _ \ OHP 1 / \ _ VV ,706- \ / ---- —--- ----_ I �► �— \ � �703, � \ / �. \ \ \ \ III � , i i _ _ — � i _ ', � i / \ 4•A.r'�' �''7�iL�'' I , \ \\ _ _ _ f� \ 1 °'� N6 5047"W \,Z54.77'. ✓' -� 1 II �/ � � OF , , , / - �� CMP I Ili OF / �, -'�- i \ \ 41 % - \ \ I >•� \ Tip. I 11°20_575�4W \moo I \ I \ o t QFIP�-�-�� _ - `- - - - _ CD \—700-/-'� I I \ ��_ -_ -�-~ __-- ------ \ \\ \ s / / I / / \® _ / taO�OHP;f- \ O \ \ I , J / S/ 1 / I �1�F0� _-- _ \� T , , OH W I SEE SHEETS C2.1, C2.37 C3.31 C3.51 C3.71 C3.91 C4.17 C5.1, C5.3 & C5.5 If If 11 h / 1 � I I I ::k" I 1 � � 1 ADD -ALTERNATE 5 1 1 1 I I 1 I 1 1 I'I��'!� 1 \ � I I /� SEE S_ E .2 ,\ \ I I I lillrj. -'110 j \/ 1 I 1 I I I co :.}..T3&IQ:.: CD x O� � 1 \ � I 1 co _ \ - I I I I \ 1 1 1 1 1 I / I \ \ I[Ft'1}' I \ \ \ I (/ I /l , =b-N23°3156"W — I 1 ��r.,Ic,` ` — ` � I \ I \ , ► I \\, 11 1 ► II 'I I I I 'I '' �I l I i � � \ \\ \ \ \ \\I ; 1`t; � w N 8,• 1 2II \ I \� �� I• 1 I I I I l I \\ lI Ill \ \ \ \� \ `\\11 a \ 1 1 `�� 1 I I 1 1• I l l \\ I II 11 \ \ \\\111 a \ 1 C� (S' N 1 \\ 1 I04/1/ 1 Z r \ I I I f 1 I / \ \ \\ \`�\\1ST \� C \ \ \ \ 1 \\ \ \ 0\ \ \ \ 0 1 \ \ 1 \ 0 7 _ ` V \ / - - I 6BS . \ . \� \ s o \ \ \ \ \ \ \ c) 1 HI 692 \\\\ NA b b ^ \ \® \ \ ®t \ \ 1 I I I \ \ \ \� �\ bS \ \ \ I OI I I I� I II ppM 5 O O '\ b Egg 1 III W o o \\\\��\\\`\ \�\ \ \'1 1\\\�\���\`• \\ \ 1 ADD -ALTERNATE 1, SEE SHEET C9.0 TMP 56-64E COUNTY SCHOOL BOARD OF 1 1 1 I , \ ` \ `s \ \ \ \ \ Z:I J/t/ / •�-1 ALBEMARLE COUNTY, VIRGINIA 1 W / / I ® / 605 , / / / \t DB. 1044, PG. 498 I I� Op / ADD -ALTERNATE 3 DB. 1098, PG. 703 ^ I j SEE SHEET C9.1 ZONED: RA (RURAL AREAS) I - \ ICOo 0 1 \ ADD-ALTERNATE4I/ w — a -nil SEE SHEET C9.1 -701 - \moo ' \ _ 102� b b .,�- -v\\\\�` o o p -�- — - \ I I \ \ \ \ \ \\\\ ty T— n- ,� � w—� -� '10- IN L 15"RC, I // \ - �... i.- i.- �... J \ \ \\ I \\\ \\ \` \\` \ \ \\ \\ sj \ \ \\\\\\ \\ell \\ I I I rI I I I ,\\\\ o N\\\\\ I 1 I I I Y al O I I ' ° / I _ 6 \ ml \` \ _,b✓ \\\\\\\ fill I \ \\\ \ \ \ 699 �s III It \\`\ \\1\ 1 \ye ! I z I I1/ \\\ 9( 1 I I I ,IIII I \ — - - `\ I 1 I I \ \ 1 I I I I I , JT -7l / I I 1 , \ \ \ \ ` \ \ 1 \ \ `\� \ \\ 1 I` T SETBACK ` , , I I I I I I I I 1 E K a I�I I o ROT LEGEND ® WATER VALVE ® WATER METER FIRE CONNECTION FIRE HYDRANT ® POST -INDICATOR VALVE STORM DRAINAGE (SD) MANHOLE ® ® STORM INLET W/ GRATE o ROOF DRAIN / DOWN -SPOUT RCP REINFORCED CONCRETE PIPE PVC POLY -VINYL CHLORIDEPIPE HDPE HIGH-DENSITYPOLY-ETHYLENEPIPE CMP CORRUGATED METAL PIPE 0 SANITARYMANHOLE ® CLEAN -OUT M TELECOM PEDESTAL 0 UTILITYPOLE Oo LIGHT POLE < GUY WIRE ® UTILITY VAUL T, AS NOTED ID ELECTRIC BOX m ELECTRIC METER ® GAS METER SAN SANITARY PIPE w WATER -LINE UFO UNDERGROUND TELECOM/FIBER UTILITY UGP UNDERGROUND POWER/ELEC UTILITY OHP OVERHEAD POWER UTILITY G t=� UNDERGROUND GAS UTILITY FENCE -LINE CENTERLINE SWALE/DITCH EDGE OF PAVEMENT (EP) CONIFEROUS TREE (CNFR) DECIDUOUS TREE (DEC) EG EDGE OF GRAVEL SIDEWALK SIGN OO BOLLARD MONITORING WELL (F) PROPERTY MONUMENT FOUND, AS NOTED THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF JOSEPH C. MEDLEY FROM AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION; THAT THE ORIGINAL DATA WAS OBTAINED ON THE FOLLOWING DATES: MARCH 10-12, 16, 18, 23-24 & 30, 2020. THIS BASE -MAP AND DIGITAL GEOSPATIAL DATA INCLUDING METADATA MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED. SURVEY NOTES 1. HORIZONTAL DATUM IS BASED ON NAD83 (NA2011), VIRGINIA STATE GRID, SOUTH ZONE. VERTICAL DATUM IS BASED ON NAVD88. DATUM ESTABLISHED THROUGH NETWORK RTK GPS (LEICA SmartNET) OBSERVATIONS. 2. TOPOGRAPHIC DATA DEPICTED BASED ON A CURRENT FIELD SURVEY BY THIS FIRM, COMPLETED MARCH 30, 2020. 3. THIS IS NOT A BOUNDARY SURVEY, BOUNDARY SHOWN HEREON IS BASED ON DEEDS AND PLATS OF RECORD IN THE CLERKS OFFICE OFALBEMARLE COUNTY, VIRGINIA, AND RECOVERED MONUMENTS AND FIELD OBSERVATIONS. 4. BASED ON FEMA FLOOD INSURANCE RATE MAP (FIRM), MAP NO. 51003CO229D, PANEL 279 OF 575, EFFECTIVE DATE MAY 16, 2016, THE PROPERTY LINES IN UNSHADED ZONE 'X, AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. 5. MISS UTILITY TICKET INITIATED, TICKET NO. B622100685-OOB. NO UNDERGROUND UTILITY INVESTIGATION BEYOND INFORMATION PROVIDED VIA MISS UTILITY HAS BEEN CONDUCTED BY THIS FIRM. 6. TITLE REPORT FURNISHED BY CHICAGO TITLE INSURANCE COMPANY, TO TIMMONS GROUP, CASE NO. 27120034, DATED FEBRUARY 1, 2020 7 CONTOUR INTERVAL = V 8. ACPS PRIVATE UTILITIES WERE LOCATED BYACPS PRIOR TO SURVEY mT\ ' �► �1 OHP mod` OHP \ r A0._ _ I f - ���/■�3AN� — I — \ ' \ y OHP� I 1\ \\ \ 6111`--O�h9 /-7-/ / \ 1705 ---------------------------- ,SEE SHEETS C2.0, C2.21 C3.29 C3.49 C3.61 C3.81 C4.07 C5.01 C5.2 & C5.4M MOM 1 , I � E8 Ob'N SCALE 1 "=40' 0 40' 80, V AA I VMDO Architects vmdo.com 434.296.5684 200 E Market Street 2000 Pennsylvania Ave NW Ste 7000 Charlottesville, VA 22902 Washington, DC 20006 � 00090 s �0 0 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. bemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 Bryan D. Cichocld Z lie. No. 53741 yS87���sSIONALGti Checked By B. CICHOCKI Designed By K. ROESER Drawn By K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 OVERALL SITE PLAN GENERAL NOTES GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL LEGEND ROADS SEWER TRAFFIC STOP BAR ® (St-- S ------ (D EXISTING SANITARY SEWER m STORM PIPE & STRUCTURE NO. DROP INLET & STRUCTURE NO. S-SAN AQS PROPOSED SANITARY SEWER CURB O PROPOSED SANITARY SEWER LABEL 0 CURB & GUTTER WATER DRY CURB & GUTTER - - EXISTING WATER LINE PROPOSED PAVEMENT g• yy PROPOSED WATER LINE PAVED DITCH -0 g• yy PROPOSED VALVE - - JUTE MESH DITCH TF g• W PROPOSED TAPPING SLEEVE - CENTERLINE OF DITCH PROPOSED FIRE HYDRANT ASSEMBLY (FHA) (COMPLETE) BENCH MARK y PROPOSED FIRE DEPARTMENT CONNECTION (FDC) . . �. CLEARING LIMITS ® PROPOSED POST INDICATOR VALVE (PIV) R-1 VDOT STANDARD STOP SIGN GRADING - -200 - -- EXISTING CONTOUR 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 1Q PARKING COUNT BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT aPRESERVED AND MANAGED SLOPES CRITICAL SLOPES ISO FIRE FLOW CALCULATIONS FOR CROZET ELEMENTARY SCHOOL TYPE OF CONSTRUCTION: CLASS 3 CONSTRUCTION COEFFICIENT: Foo0.8 BUILDING SIZE: 1990 ORIGINAL CONSTRUCTION 46,742 sf 1995ADDITION 7,375 sf CURRENTADDITION 34,915 sf EFFECTIVE AREA 78,387 sf CONSTRUCTION FACTOR: C ee 18F (A)AO.5 C= 4,032 CONSTRUCTION COEFFICIENT: F=0.8 TYPE OF OCCUPANCY: C-2UMITE D-COMBUSTIBILE 0= 0.85 OCCUPANCY FACTOR EXPOSURE(X) AND COMMUNICATION(P) X1+P1 = 0.14 NEEDED FIRE FLOW: N N F oo [C] [0] (1+[X+P]) oo 3,907 CONSTRUCTION COEFFICIENT: Foo0.8 SPRINKLER REDUCTION = 50% TOTAL FIRE FLOW NEEDED = 1,953 GPM AVAILABLE FIRE FLOW: HYDRANT LOCATION Crozet Elementary School STATIC PRESSURE 87 PSI RESIDUAL PRESSURE 68 PSI ACTUAL FLOW 1,152 G PM @ 68 PSI MODELED FIRE FLOW 2,275 GPM @ 20 PSI AlbemarleCouttty Hydrant Flow Date of Report SeMceAuth�rity 5/29/2018 Test Report Inx y.nn+h u�,nl uyibReMg, VA Tdll I,a,HrrJ9n Location Cozet Elementary School Date and Time of Test 5/29/2018 1:32:00 PM Minutes of Flow 2 Pipe Size (IndHesl 8 Pressure Hydrant 11144 >, Static Pressure (psi) 87 Residual Pressure (psi) 68 1 1 Q20 Looped Q20 Multiple Inline Hydrants V Q2g'Single FlOW n sprihkler Tn est Single Flow Flow Hydrant #1 11145 Pitot Pressure #1 (psi) 68 Yeilow 1 F11 Test Flow 1 1152 Flow Hydrant #2 Pitot Pressure #2 (psi) Yellow 2 LJ Test Flow 2 0 Flow Hydrant #3 Pitot Pressure #3 (psi) Yellow 3 1 Test Flow 3 0 Total Estimated Flow (gpm) 1152 AWWA Q20 Calculation (gpm) 2275 (No value in WO Indicates Insufficient pressure drop for (1h00R a sole sprinkler test.) Comments Hydrant open all the way. For me' hod of cahmaling pitot flow with a red Pollard diffuser: see en. 13, Wall and Lines article 3990 journal Management and Operations A"A. Pollard diffusers,a best fit third order polynomial equation of the Pollard lbw vs. pilot pressure gangs Is used. Estimated Consumption (gal) i '2304 zr For use forwate aludi, �1 �T Signature of Tester: C4 1.-..--1 . 1429 ' \ 1425� �j433 6 FH1208 i A �I' a - m� o no 3 ' � m to J Z.J 1408 - l '� Diameter = s^ Jn a - H 1 ,to r - » G _- I� f c; CSA HYtlrart _ .. 700,ioe, m ad � o _ nSen Ownership o FHH, to - -! Not In Service, ACSA Owned Not In Service, Private Ownerehi a .. r In Service, Private Ownership In service, ACSA Owned .J'_ CSA Water Main wnership 6� ACSA �6 Private nershi OO - 6g2 676 - CISCIAIMER 11Yli4ee, aVuduR5.IG1Iinee. and SThispnhtca roabdlttletl an Niamap are ie men Ekr9ene21 Nleav a �oNmuse Nankrprer inary p'mN Iowa land a Cat Y r anb Pranni Pat ahawn N p eel qen O9ent Pataccurate, W E conernal pry Theacrosssystem `, Fruntr slmbe updateaved r chwy Y hmx b updated phy Me Mx I o. A p at N typography p�m A Yd l of Ili nY depicE of e Aut �rlty imp... thmin hly Ins b d- ror9 mpmvd d o unamused car me, r general S dens modifiWon. or mn Wch a tm -p emmst alprope,ryof good plat delennnaboo )Service e 0 70 140 210 280 cpnba AcsAd alCo pew gh of Aerial AC agery O CommoM.reelAIN vccomc Feet Plammelnc oam RropeM acouny alNcemade $�„ry♦Centernlg ACSASIan MMlOD2oW ACSA AVAILABLE FIRE FLOW INFORMATION No Scale 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 15. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 16. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 17. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 18. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 19. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 20. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO COUNTY ACCEPTANCE. 21. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 22. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 23. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. 24. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 25. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7,THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) 26. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 27. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2015 UNIFORM STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI Al17.1-03. 28. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 29. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 30. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY 31. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 10. RETAINING WALLS GREATER THAN 3 FT IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FT IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 11. ACCESSIBLE PARKING SPACES, ACCESS AISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI Al 17 1-09 AND THE 2015 VIRGINIA CONSTRUCTION CODE. 12. ALL WATER LINES, SEWER LINES AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 13. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. CONSTRUCTION RECORD DRAWINGS NOTES 1. CONTRACTOR SHALL PROVIDE ALL INFORMATION REQUIRED FOR CONSTRUCTION RECORD DRAWINGS: A COUNTY OF ALBEMARLE t-0 Department of Community Development VIhV'LNIP Construction Record Drawings (As -built) for VSMP The following is a list of information required on construction record drawings for stormwater facilities (reference Water Protection Ordinance 17-422). It is preferable that the construction record drawing be prepared by someone other than the designer. Please do not provide design drawings as construction record drawings. A. A signed and dated professional seal of the preparing engineer or surveyor. B. The name and address of the firm and individual preparing the drawings on the title sheet. C. The constructed location of all items associated with each facility, and the inspection records to verify proper dimensions, materials and installation. The items include, but are not limited to the following: 1. Inspection Records and photographs for pipe trenches and bedding, including underdrains. 2. Video Pipe Inspection for any pipes which are not accessible or viewable. 3. Updated Location with geo-coordinates of all facilities. 4. Verified Drainage Area maps for the drainage area treated, and for drainage to the facilities. 5. Current physical and topographic survey for all earthen structures. Ponds should include a survey of the pond bottom. Surveys should verify pond volumes are per design. Corrections may be required for alterations from the design. 6. Plants, location and type. 7. Plans and profiles for all culverts, Pipes, Risers, Weirs and Drainage Structures - Display the installed type of drainage structures, culvert1pipe size, weirs, materials, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. 8. Computations: For significant deviations from design, provide sealed computations verifying that the as -built condition is equivalent or better than design. 9. Ditch Lines - Display the constructed location of all ditch lines and channels, including typical sections and linings. 10. Easements - Show all platted easements with dead book references labeled. Facilities and e drains P g must be within platted easements. Provide copies of recorded documents. 11. Guardrail, fences or other safety provisions - Display the constructed location of all safety provisions; fences, guardrail, including the type, length and applied end treatments, compared to design. 12. Material layers - biofilter media, stone layers, sand layers, keyways and cores must be verified as to material types and depths. Include inspection reports, boring or test pit reports and materials certifications. Biofilter media must be an approved state mix. 13. Access roads - show location of access roads, surface treatment, drainage, etc, as applicable. 14. Compaction reports are required to verify fill compaction in dams. 15. Manufacturers certifications for proprietary BMP's certifying proper installation and functioning. 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:00AM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE OWNER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) 23. STABILIZATION OF DISTURBED AREAS MUST, AT A MINIMUM, BE INITIATED IMMEDIATELY WHENEVER ANY CLEARING, GRADING, EXCAVATING OR OTHER EARTH DISTURBING ACTIVITIES HAVE PERMANENTLY CEASED ON ANY PORTION OF THE SITE, OR TEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING FOURTEEN (14) CALENDAR DAYS. STABILIZATION MUST BE COMPLETED WITHIN THE PERIOD OF TIME DETERMINED BY THE ADMINISTRATOR. IN ARID, SEMIARID, AND DROUGHT -STRICKEN AREAS WHERE INITIATING VEGETATIVE STABILIZATION MEASURES IMMEDIATELY IN IS INFEASIBLE, ALTERNATIVE STABILIZATION MEASURES MUST BE IMPLORED AS SPECIFIED BY THE ADMINISTRATOR. (WATER PROTECTION ORDINANCE SECTION 17 - 405 6.h) JUNE 27, 2019 ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING' PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. Albemarle County Engineering Final Plan General Notes Page I of 4 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT), This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class 111. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). NOTE: ANY CHANGES TO THIS DOCUMENT AFTER BIDDING THAT ARE REQUIRED BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT SHALL APPLY. VAA 1) 0 VMDO Architects vmdo.com 434.296.5684 200 E Market Street 2000 Pennsylvania Ave NW Ste 7000 Charlottesville, VA 22902 Washington, DC 20006 •00•900 • • 0 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • rbemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Ill Project Number 002-34-00-101 VMDO Project Number 1284 Bryan D. Cichoeld Z laic. No. 53741 .Z/5/u Nss't��i Checked By Designed By Drawn By B. CICHOCKI K. ROESER K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 NOTES & DETAILS C100 2" R VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN BORDER & 2" 5" TOP OF CURB 1 R LEGEND 2 R I~4 R=Y4" LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, ° CONIC CURB AND GUTTER CLASS 3A, 1 CONTROL JOINT SPACED WHITE BACKGROUND. THE DEPTH OF CURB MAY BE 4' A MINIMUM OF 13" AND A ROADS GRADING TRAFFIC STOP BAR TC = TOP OF CURB ° ° \C(=3,000 PSI) CONCRETE \ 6' \ 8 1":1' —� ° AT WIDTH OF WALK (MAXIMUM) q" .' EXPANSION JOINT AT MAX L OF 30', WITH PREMO DED • MAXIMUM OF 19" , ` SURFACE';. ® EP =EDGE OF PAVEMENT �j a . ° a EXPANSION FILLER RESERVED RESERVED m STORM PIPE & STRUCTURE NO. EX. = EXISTING 13" \ 4 ° PARKING PARKNG 16„ D' ' " �® PROP. = PROPOSED O DROP INLET & STRUCTURE NO. APPROX. = APPROXIMATELY ° ° 7" COMPACTED . CONC. WALK BASE CURB PRESERVED AND ° 4 SUBGRADE ° . °' \/ °d a VDOT A-3 CONCRETE O CURB & GUTTER MANAGED SLOPES T CONTINUE 21B STONE e T o 0 0 0 0 0 0 0 SUBBASE 4" M SUBBASE — — 200 — -- EXISTING CONTOUR El CRITICAL SLOPES 4" MIN. BASE FROM ADJACENT L I PAVEMENT SECTION $M-$W0RE $I00-$500RPE 200 PROPOSED CONTOUR \ /\ /\ /\ \ /\ /\ /\ /\ /\ /\ /\ /\ UNDER CURB TOWAWAYZOPE TOWAWAYZOPE CONTINUE STONE BASE 6 7" FROM ADJACENT PAVEMENT TC 240.5 PROPOSED SPOT ELEVATION 6" 6" 2'-0" COMPACTED SUBGRADE 4" 21-B STONE VAN SECTION UNDER CURB 1 PARKING COUNT 6' ABOVE ACHE 6' ABOVE VDOT STANDARD CG-6 CURB & GUTTER CONCRETE SIDEWALK JOINT DETAIL FINISHED FINISHED GRADE GRADE No Scale No Scale VDOT STANDARD CG-3 4„ No Scale SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS TOP OF CURB R=2" RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE I I VARIABLE WIDTH' ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2% SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. ° ° S ° j \/ \/ 6„ °'\/\/\/\ SIGN SHALL BE PLACED ON STEEL POST SEE DETAIL. , e , <; • s ° m, \/�\//\ ° ° STEEL CAP SURFACE ,;;: 1811�j\�j\� d a VDOT A-3 CONCRETE \/\/\ �7' OR AS SHOWN IN PLAN. SLOPE NOT TO EXCEED 1:12\\/\\ WHEN ALONG SIDEWALK ADA PARKING SIGNS 6" DIAMETER HOLLOW BASE \\�\\� NOTE: SIDEWALKS SHALL BE 4"3,000PSIAIR-ENTRAINED No Scale STEEL PIPE ° CONTINUE 21 B STONE BASE \//\//\ FROM ADJACENT PAVEMENT CONSTRUCTED IN CONCRETE ACCORDANCE WITH 4' (POWDER COAT YELLOW) ° .. 6' , COMPACTED SUBGRADE 4" TYPE 21B STONE VDOT STANDARDS. 6 a + EP/ FC SECTION UNDER CURB VDOT A-3 STEEL SLEEVE %. ' TOP OF CURB CONCRETE 1 OR AS SHOWN ON PLAN UB BASES " ° e a... DENOTES AREA OF CONCRETE SIDEWALK PAVEMENT 7.5' WHEN NOT ALONG SIDEWALK :............ BASE='f—�='ll 12 4Rp B�pOe geffi'eeA�esp.oe . . a e 4 eeee qq,, : <.f II�I�=II=I=� CURB WIPE DOWN DETAIL VDOT STANDARD CG-2 CURB CONCRETE SIDEWALK PAVEMENT SECTION No Scale No Scale No Scale ° 3.5' s. 2'-O" DIAMETER FOOTINGA CONIC. SIGN EXPA JOINT WITH SUBBASES d • 3,000 PPSI @ 8 DAYS EOP LOCATION (VAN) HANDICAP SIGN PP DION 1/4" SEALANT I a 1.5" ALUMINUM LOCATION (TYP.) FILLER, "ZIP STRIP" OR NON -SLIP BROOM FINISH EQUIV., SEAL WITH ' ° WWF 6x6 W2.9xVV2.9 CONTINUE 21B STONE BASE o o SILICONE SEALANT 2 FROM ADJACENT PAVEMENT NOTES: } FCURBF SECTION UNDER CURB 1. PROVIDE SHOP CONCRETE BUMPER I ° . 10" 3,000 PSI AIR ENTRAINED PORTLAND °;.; DRAWINGS FOR BLOCK ANCHOR WITH PAPER D 2% MAX 18' 18' CEMENT CONCRETE REMOVABLE BOLLARD DETAIL HANDRAIL FOR REVIEW PRIOR TO CONSTRUCTIONS 2. RAIL ON BUILDING9. SIDE OF RAMP TO 3' 0" 5/8" REBAR IMBEDDED 24"IN GROUND SPEC PAINTED 4" STRIPE (TYPICAL) 8' 5 8' 11' 6"TYPE2IASTONECOVER / //\\/X\\/�/ //\�j� COMPACTED SUBGRADE (CBR 11.2) FLUSH CURB (PARKING LOT) No Scale No Scale 2' SIGNAGE NOTES: BE MOUNTED TO TYPICAL VAN BUILDING FACE. ACCESSIBLE ACCESSIBLE ' DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH 4„ MAX HANDICAP SPACES REGULAR SPACE THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY SL P AS ° REVISION THERE TO: SHOWN IN P MAX. A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 1:12 •° TYPICAL PARKING SPACE DETAILS HEAVY DUTY CONCRETE SECTION B. THEVIRGINIASUPPLEMENTTOTHEMANUALONUNIFORMTRAFFIC CONTROL DEVICES. ° '. No Scale No Scale EXISTING PAVEMENT PROPOSED PAVEMENT RIVER STONE (8" DEPTH)//// °'' d .' \/ //\\/ C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE ° e NON -WOVEN GEOTEXTILE FABRIC SPECIFICATIONS.-1 D. THE 2000 INTERNATIONAL FIRE CODE. I III III II III III ~ 2" ASPHALTIC CONCRETE SURFACE i/° ° III COURSE SM-9.5A VDQT CURB (SEE DETAIL, /�\/\� -III-III-III-III-III-III-III -III I —III III —III > a - 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE — _ I I— _ III —III III— III SAWCUT THROUGH a- MATCH EX. CROSS NOTE: PROPOSED J EX. SURFACE w 3" INTERMEDIATE BASE COURSE - BM25.OA AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER III— PAVEMENT MUST TIE O COURSE X SLOPE UNLESS OTHERWISE CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN III- MAX 6' IN WITH EXISTING x w SPECIFIED ON PLANS w & REMOVE s NOTE 1 ABOVE. PAVEMENT PAVEMENT 8" TYPE 21-B AGGREGATE SUBBASE COURSE PROPOSED 2' MIN. 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND SURFACE DENOTES GRAVEL FILTER STRIP ON PLANS INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. CORE DRILL CONCRETE FOR 2" * COURSE HANDRAIL POST, EMBED HANDRAIL A EXISTING MINIMUM OF 6" BELOW FINISHED PAVEMENT COMPACTED SUBGRADE SOLID WHITE LINE 24" S T 0 P (TYP.) GRADE AND GROUT TO THE FULL DEPTH OF EMBEDMENT (TYP.) MILL EX. SURFACE COURSE BASE COURSE SAWCUT EX. EDGE OF PAVEMENT AGGR. COURSE DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS GRAVEL FILTER STRIP DETAIL No Scale 2' FROM EP OR FACE OF CURB I 12' ADA RAMP AND HANDRAIL DETAIL PAVEMENT REPLACEMENT JOINT DETAIL HEAVY DUTY ASPHALT PAVEMENT SECTION 7-1/2 6' LENGTH R1-1 (VARIES) No Scale No Scale No Scale 5 NOTE: STOP SIGNS TO BE 30" WITH STOP BAR DETAIL NOTES: HIGH INTENSITY SHEETING NO SCALE 1. FINE BROOM FINISH ALL STAIRS. ....................... .......... 2. RAIL ON BOTH SIDES OF STEPS (IF NOTED) ANCHOR WITH " REBAR 3. SEE PLAN FOR RISER HEIGHT 2" ASPHALTIC CONCRETE SURFACE IMBEDDED 24" IN GROUND; METAL INSPECTION FRAME W/ SOLID LID 4. MAX. CENTER TO CENTER SPACING BETWEEN COURSE - SM-9.5A 2 PER WHEEL STOP EXIST GRADE (NEENAH R-1975 OR EQUIVALENT) STAIR POST TO BE 6'. ADD CENTER POST IF SOLID WHITE LINE J.CONCRETE COLLAR NECESSARY TO MAINTAIN MAX. SPACING 1.5"ALUMINUM 12" MIN 8" TYPE 21-B AGGREGATE SUBBASE COURSE CRUSHED STONE BEDDING RAIL (TYP.) (TYP.) 6" DI CLEANOUT COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) PRECAST CONCRETE WHEEL STOP 2' 2' PLUG AT END OF LINE 3,_D„ (TYP.) EXP. JOINT No Scale (TYp,) (TYP.) FINISHED DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS ELLLD 12" MIN GRADE SIGN CONCRETE (TYP.) (TYP-) STRIPING AND SIGNAGE DETAIL CLEANOUT DETAIL No Scale No Scale LIGHT DUTY ASPHALT PAVEMENT SECTION STD. U POST T-D" 1. I... ` GALVANIZED 1/2" R (MAX) No Scale FINISHED 1" ��1/g" GRADE �IWASH a 1,4„ EXP. 8 CORE DRILL CONCRETE FOR 1.5"-2" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A FOR DESIGN OF BACKBOARD REFER JOINT ° HANDRAIL POST, EMBED 5 6' "NATIONAL FEDERATION OF STATE HIGH HANDRAIL A MINIMUM OF 6" 1/8 SCHOOLS ASSOCIATION" & "THE VA. HIGH (4) OUTDOOR BELOW FINISHED GRADE AND WASH "FAN" SHAPED 4'-0" SCHOOL LEAGUES" BASKETBALL GOALS GROUT TO THE FULL DEPTH POST TO BE DRIVEN METAL BACKBOARD/SUPPORT/BASKET I` a. OF EMBEDMENT (TYP.) (SEE VDOT DETAIL STP-1) BACKBOARD WITH NET(SEE 8" 5" # 57 STONE EXISTING AGGREGATE BASE RIM DETAIL THIS DWG) � + #3 REBAR (12" O.C.) ° 1 _p 9" (2) #5 REBARS, BOTTOM CONTINUOUS, TfA \/\/\/\/\/\/\/\/\� COMPACTED SUBGRADE Iff LAP 2'-2" AT SPLICES .. . . . . . . . V BASKETBALL U 10' 8.83' MILL AND OVERLAY SEQUENCE: V-6" R STRIPING 3 COMPACTED SUBGRADE REMOVE EXISTING ASPHALT. COMPACT AND ROLL TEST EXISTING BASE COURSE. THEN PLACE 3.75' 13.75' 1' 4" NEW ASPHALT SURFACE. J 10'-01, t12 12'yl 4" DIA. s' 12' 65' GALVANIZED `' FINISHED PIPE FORMED SIGN AND POST DETAIL EXTERIOR STAIRS MILL AND OVERLAY PAVEMENT SECTION No Scale No Scale No Scale COURT SURFACE UPRIGHT 4' 15' R6.17' R6' WWF #4 BARS VERT. 6X6-W2.9XW2.9 @ 12" O.C. ;:. R3.17' R19.75' 4" DIAMETER STEEL PIPE #4 BARS LONG. = CONC. FOOTING 5 25' FILLED WITH CONCRETE. 6„ I 1' 6" @ 10" O.C. ' ` L 3'-6" 3' "'•! !. BOLLARD SHALL BE PAINTED YELLOW o 0 6" TYPE 21-B AGGREGATE BASE COURSE VARIES :. ANCHOR PIN �..�;+�.; L' 10.75' 4, ''_' PAVEMENT 2 1 MAX. 6„ 2, 5' SIDELINE 95' 0" DIAMETER CONC. FOOTING \/�VA/AAA/AAA/�A/�\/�VA/AAA/AA 6" TO EDGE OF 3,000 PSI @ 28 DAYS 3, i/ INSTALL VAPOR \\ \ "1'_0"MIN. PAVEMENT COMPACTED SUBGRADE BARRIER FOR INTERIOR '/ STANDARD BASKETBALL GOAL OUTDOOR BASKETBALL COURT LAYOUT APPLICATIONS ' 6" VDOT FINISHED NO SCALE NO SCALE NO.21A GRADE STONE 8" 0 o p DENOTES GRAVEL SECTION ON PLANS TURN DOWN SLAB DETAIL TYPICAL BASKETBALL COURT LAYOUT FIXED BOLLARD DETAIL GRAVEL ROAD SECTION No Scale No Scale No Scale No Scale VAJx D O VMDO Architects vmdo.com 434.296.5684 200 E Market Street 2000 Pennsylvania Ave NW Ste 7000 Charlottesville, VA 22902 Washington, DC 20006 � 00090 s �0 0 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • bemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 r� Bryan D. Cichocld Z lie. No. 53741 .Z/S�u ysn��*%ti Checked By B. CICHOCKI Designed By K. ROESER Drawn By K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 NOTES & DETAILS C101 WP-2 2016 ROAD & BRIDGE STANDARDS SEE ROAD PLANS I�-MAX. 6'-0"MAX. 6'-0"�{ GRIPPING RAIL RETAINING HR-1 O.C. LAPS PIPE PICKET D[FOR WALL DETAILS. I I 4%%" " O.C. SOLID PICKET t�MAX. 6'-0" MAX. 6'-0" PROVIDE VDOT HR-1 ALONG EXTENTS iv WHERE DIFFERENCE IN GRADE IS 30 1/2" CAULKED EXP. INCHES OR IT, g11 If GREATER. CONC. SIDEWALK 4 d< IfCAST IN PLACE 8 . CONC. WALL ". ° 3,000 PSI CONC. ° d' ✓ a, a ED ad. 8 M q' #5 REBAR @ LL.I 15; 10" HOR Q 2;i m 6 ° x Q GRAVEL BACKFILL ,° d #5 REBAR @ 14" G VDOT #57 STONE VERT W/TYP HK d Yam/` A4 . 1/2" CAULKED EXP. y 4" PERFORATED 3T, g HDPE. TIE TO �° STORM SEWER VA. SLOPE -► d 101, it5 REBAR @ 14" ° �.. ° 4 °-I .. d. if q : CONC. SIDEWALK a° < a q VDOT #57 STONE ° �' . ° CONC. FOOTING q dq :Q 3,000 PSI CONC. q ., q (2) #5 T&B Nil Nil ICI I- 1211 COMPACTED SUBGRADE ASTM D-698 95% COMPACTION IW o= OF L� STRUCTURAL DESIGN OF CONCRETE WALL IS BY FOX + ASSOCIATES. CONTRACTOR B. IRELAND, III SHALL SUBMIT SHOP DRAWINGS Lic. Np. 25355 TO CIVIL AND STRUCTURAL 2l� ENGINEERS FOR APPROVAL PRIOR TO CONSTRUCTION. CAST IN PLACE CONCRETE RETAINING WALL DETAIL (MAX HEIGHT 3'6") No Scale 2" R �{ 2" 5" CONC CURB AND GUTTER CLASS 3A, I (fc=3,000 PSI) CONCRETE j 4 D 4T \ " 1„ R o o p 7„ D 4 D p D D. o oD 4" MIN. I RPM 6" 6" 2,-0" CONTINUE 21B STONE COMPACTED BASE FROM ADJACENT SUBGRADE PAVEMENT SECTION UNDER CURB VDOT STANDARD CG-7 CURB & GUTTER No Scale Apri12015 Page 6H-53 Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC-23"1) aY311 - )Ia0 av0 OY3HY avow 3NYl 3110 aV3HV s na - -�� al 6 � ROAD WORK G20-2 (V) z >n' or, 500 + P NOIltl1S 21309V1J 00 O 50, - 100, O 0 -� SEE NOTE 4 �\ 80'- 120' SHADOW VEHICLE REQUIRED o SEE NOTE 4 O O O 50' - 100, o FLAGGER STATION 0 SEE NOTE 2 SEE F NOTE 1 + 009 i ■ W20-7 0w SEE n YOa NOTE 1 BE Iiii PREPARED W3-4 SEE TO STOP SEE NOTE 9 'PORTABLE NOTE TEMPORARY RUMBLE W20-V26 RUMBLE STRIPS STRIPS SEE NOTE 14 SEE NOTE 14 SEE AHEAD (OPTIONAL) NOTE 1 ONE LANE W ROAD 20-4 SEE AHEAD NOTE 1 ROAD WORK W20-1 I EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS 11 EXISTING SUBBASE PROPOSED SUBBASE COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 1 %2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) z MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 11/ INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE. UNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 8. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS. '�VDOT ASPHALT PAVEMENT WIDENING SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC 315 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION GRASSPAVE2 Firelane Detail Use this detail for delineating a Grasspave2 firelane GRASSPAVE2 FIRELANE STMPPING TAPE CONTANS EITHER GRAVEL, NON -SHRINK MORTAR, CONCRETE ETG MEGRATFDOR REMOVABLEm RS far OTHERS) END 7Yi e ._-v�� GRASSPAVE2 FIRELANE �mPACI®SA" (aAVLL ROADaA SHRUB MASS NOT TO SCALE GROUNDING ELECTRODE IrI BOLTS INTERVALS NOT EXCEEDING 3„ MAX- ° RAIL EXPANSION JOINTS AT F-1'[7- 4" O.C.�I (TYP) 30 FEET. 1'-3" POSTS t 2" MIN. NPS (2.375" O.D.) SCHEDULE 80 PIPE I -QC 2" RETAINING WALL RAILS a 2" MIN. NPS (2.375" O.D.) SCHEDULE 40 PIPE KMIN EXPANSION JOINT PICKETS : -'," MIN. NPS (1.05" 01 SCHEDULE 40 PIPE 3" MAX. OR MIN. SOLID STEEL SMOOTH ROUND ROD HR-1 TYPE II PEDESTRIAN RAILING ANCHOR BOLTS (FOR USE ALONG SIDEWALKS AND RAMPS) e ro SEE ROADWAY PLANS 2 min. 12 OR TYPICAL SECTIONS CONCRETE STEPS FOR DISTANCE TO 11/2" NPS SCHEDULE 40 PIPE I I POSTS r 1/2' MIN. NPS (1.90" O.D.) SCHEDULE PIPE SIDEWALK OR SHARED GRIPPING RAIL RAILS r 1%2' MIN. NPS (1.90' O.D.) SCHEDULE 400 PIPE USE PATH. GROUNDING 2" 21/4" min. ELECTRODE MIN. HR-1 TYPE I HANDRAIL (FOR USE ALONG STEPS) NOTES SOLID STEEL SMOOTH ROUND RO 1. THE CONTRATOR SHALL SUBMIT DRAWINGS DETAILING ALL ASPECTS OF FABRICATION AND INSTALLATION OF RAILING, CONCRETE FOOTING TO INCLUDING CONCRETE FOUNDATIONS FOR APPROVAL BY THE BE DESIGNED BASED ON GRIPPING RAIL DETAIL ENGINEER PRIOR TO INSTALLATION. SHOP DRAWINGS SHALL SOIL CONDITIONS. 2'• ANCHOR BOLTS (FOR USE ALONG SIDEWALKS AND RAMPS) BE SIGNED AND SEALED BY A PROFFESSIONAL ENGINEER, MIN HOLDING A VALID LICENSE TO PRACTICE ENGINEERING IN GRIPPING RAIL SHALL BE INSTALLED WHEN THE COMMONWEALTH OF VIRGINIA THE SIDEWALK OR RAMP GRADES ARE EQUAL 2. ALL RAILING COMPONENTS AND FASTENERS SHALL BE GALVANIZED IN EARTH FOUNDATION DETAIL TO THAN 5 GRIPPING WITH THE CURRENT ROAD D BRIDGE RAILOWILLRBE7ER NCIDENTAL TOTHEPERCENT. OF WITH TYPE RAILINGS) TOCACHIIEEEA UNIFORM COATING ON ALL SURFACES VENTING AMID(FOR USE II& III THE RAILING. DRAINAGE HOLES FOR GALVANIZING SHALL BE INCLUDED IN THE SHOP DRAWINGS. 3. ALL FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A307, �- MAX. 6'-0" MAX. 6'-0" ASTM A563, AND ASTM F844. ALL ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH AASHTO M314, GRADE 36. SEE ROAD PLANS 4'/2" O.C. 3'4" NPS PIPE PICKET 4„ FOR RETAINING 4. A CHEMICAL ANCHOR SYSTEM FROM VDOT'S APPROVED MATERIAL 41/g" O.C. s/a" SOLID PICKET 4" WALL DETAILS. LIST MAY BE USED IN LIEU OF CAST IN PLACE ANCHORS AND SHALL BE INCLUDED IN THE SHOP DRAWINGS. --I 5. POSTS SHALL BE MITERED TO MATCH GRADE OF RAMPS, SIDEWALKS, AND STEPS. I 6. HANDRAILS SHALL MATCH GRADE OF RAMPS SIDEWALKS AND STEPS. It 7, ALL POSTS AND PICKETS SHALL BE SET PLUMB. 8. RAILINGS SHALL BE GROUNDED AND EFFECTIVELY BONDED. GROUNDING MATERIALS INSTALLATION TO BE IN ACCORDANCE WITH ST'D. FE-6. 9 G SYSTEMS MAY BE USED IN LIEU COMMERCIALLYAVAILABLE LATHE I I OF DESIGNING FABRICATING RAILING. DOCUMENTATION FROM 1 ANCHOR THE MANUFACTURER VERIFYING THAT PROJECT REQUIREMENTS ARE RAIL EXPANSION JOINTS AT BOLTS MET WITH THE RAILING SYSTEM SHALL BE SUBMITTED WITH THE INTERVALS NOT EXCEEDING 3" MAX. INSTALLATION DRAWINGS AND APPROVED BY THE ENGINEER IN 30 FEET. ACCORDANCE WITH NOTE 1. 1'-3" POSTS 2" MIN. NPS (2.375" O.D.) SCHEDULE 80 PIPE 10. HANDRAIL TO BE IN ACCORDANCE WITH THE LATEST EDITION OF RETAINING WALL RAILS : 2" MIN. NPS (2.375" O.D.) SCHEDULE 40 PIPE THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. EXPANSION JOINT PICKETS : )'," MIN. LAPS (1.05" O.D.) SCHEDULE 40 PIPE 11. THIS HANDRAIL IS TO BE USED ONLY AS A PROTECTION FOR OR s "MIN. SOLID STEEL SMOOTH ROUND ROD GROUNDING PEDESTRIANS AND SHOULD NOT BE PLACED IN ANY LOCATION ELECTRODE Ii TYPE III BICYCLE RAILING WHERE IT MIGHT BE SUBJECT TO ANY VEHICULAR IMPACT. FOR VEHICULAR PROTECTION STANDARD GUARDRAIL SHOULD (FOR USE ALONG SHARED USE PA7H3) BE USED. SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. 1Vp�-r REFERENCE STANDARD HANDRAIL ROAD AND BRIDGE STANDARDS 105 105 METHOD OF LOCATING AND ERECTING REVISION DATE SHEET 1 OF 1 601.05 504 VIRGINIA DEPARTMENT OF TRANSPORTATION 7/11 RAS.SI FIREUNE I 2016 ROAD & BRIDGE STANDARDS pgE�rpppTHEh ACO DRAIN ACID DRAIN OR BRICK PAVER F 1 1 - , , , KlassikDrat in - K200 Galvanized steel edge rail channel system One meter channel Inside View of channel -showing channel ID number J� �� ItouNOED mIaelTs and knockout if applicable (every 5th channel) FIRELANE RAND CONCRETE Win, HEIGHT VARIES " t PAm®SANDY RDSII CONCRETE (aAVF1 RONXfASE WRB NM' THSINETALISSCHEMATICINNATURE. DFSIGNERSMA SPEOFYSPACNGAFDOESGNOFEOGE TREATMENTS. SPACING WILLVARY WrrH TURF TYPE, SLOPE, FIRE MPARrMw FMWREMEMS, ETC.. GRASSPAVE2 BY INVISIBLE STRUCTURES" REINFORCED TURF DETAIL No Scale DIRECTION OF FLOW FROM PATH l PONDING AREA 1.0 `SEE SITE PLAN FOR LENGTH GRAVEL FLOW SPREADER DETAIL No Scale 3,000 PSI 28 DAYS TYP. J LJ.L ( ) DIRECTION OF FLOW FROM PATH �y BROWNSTONE J MARAFI140N DEPTH = 1.5' FILTER FABRIC WIDTH = 2' OR EQUIVALENT GRASSPAVE2 FIRELANE SURFACEMOUNTED LANDSCAPE UPLIGHT BM ARDAL FIXTURE WAPACrm SANDY GAVEL ROPDBASE 1.7►1.71►[eLV77_1 WIDTH PER PLAN TOTAL WIDTH GATE ASSEMBLY MINUS 6" �g/" OD X 0.322 PIPE Y2" x 18" DIA STEEL COLLAR (GATE) CG-2 CURB ASPHALT 6%" x 0.432 HINGE (SEE SHEET C1.1) (SEE SHEET C1.1) POST PIPE L32„ GATE NO. 57 STONE WIDTH= 1' SURROUNDING PONDING AREA X" x 3" SHIM ASSEMBLY 1 WELDS PIPE (8 TOTAL) 3 Yz" x 3" SHIM 1. WELD (8) CONTRACTOR SHALL FIELD VERIFY ALL MEASUREMENTS Y z" x 15" DIA NECESSARY FOR THE INSTALLATION OF THE GATE PRIOR Ig" 3,r STEEL COLLAR HINGE TO THE PURCHASE OF MATERIALS. (POST) POST PIPE 2. PIPE SHALL MEET ASTM A 53, GRADE B. 3. CUT PIPE TO PROVIDE TIGHT FITTING JOINTS. HINGE POST 4. USE 100% PENETRATION WELDS FOR PIPE Y2' x 18" DIA SECTION CONNECTIONS. LIL",-STEEL PLATE HINGE POST DETAIL 5. GATE AND POSTS SHALL RECEIVE 1 COAT PRIMER, 2 COATS PAINT AFTER FABRICATION. COLOR SHALL BE YELLOW. olo_u1Fw ® Half meter channel i 19.69' (0.5 meter) M 10.83" (275mm) 0 Q l l I �l 14.80" (325mm) . t.1 •Awl 39.37' (1 meter) 9.92" (252mm) 1,76" (325mm) l�-m) 16.73" (425mm) *i •lea �fIIII,I1r\--////"////��I,,rrr���IIlljjjIl���� 7.87' (200mm) 8.86° (225mm)7.87" (200mm) (�+�►l r®� ®®®"to Q. 16.73" (425mm) 5.75" (40omm) !i 6.30' (160mm) 10.24" (260mrp) 2.68' (68mm) (� Q 011 Knockouts included on every 5th channel B A Type 902G In -line catch basin 19.69"(SOOmmI 9.927°(200n r 125y2mM 22.67°(576mm1 7) Total capacity (►i (.i 19 gallons E •N •N EInn '^ •ItJ wFeri 09 v v Description pan No. Invert kfdkuQ mn6 w'9' Lbs. Description Part No. Invert Itdke{A mrlfa Wgt Lbs. K2-00 Neutral channel - 39.37" (Imp 75041 7.87 200 83.6 K2-28 Sloped channel - 39.37" Ilm) 75028 13.39 340 113.3 K2-1 Sloped channel-39.37"Ilm) 75001 8.07 205 83.6 K2-29 Sloped channel -39.37"(lm) 75029 13.58 345 114.4 K2-2 Sloped channel -39.37"(lm) 75002 8.27 210 84.7 K2-30 Sloped channel - 39.37"(1al 75030 13.78 350 115.5 K2-3 Sloped channel -39.3T(lm) 75003 8.46 215 85.8 K2-030 Neutral channel - 39.37" (Imp, 75047 ll 350 115.5 K24 Sloped channel - 39.37' (1 rid 75004 8.66 220 86.9 K2-0303 Neural channel-19.69" (0.5mp 75048 13.78 350 68.0 K2-5 Sloped channel -39.3TI1Mm 75005 8.86 225 88.0 K2-31 Sloped channel -39.37"(lm) 75031 13.98 355 116.6 (26 Sloped channel -39.37"Ilm) 75006 9.06 230 89.1 K2-32Sloped channel -39.37"(lm) 75032 14.17 360 117.7 K2-7 Sloped channel-39.3T(lm) 75007 9.25 235 90.2 K2-33Sloped channel-39.37"(1m) 75033 14.37 365 118.8 K28 Sloped channel -39.37'(lm) 75008 9.45 240 91.3 K2-34 Sloped channel -39.37°(lm) 75034 14.57 370 119.9 K2A Sloped chancel-39.3TIlml 75009 9.65 245 92.4 K2-35 Sloped channal-39.37°(1mP 75035 14.76 375 121.0 K2-10 Sloped channel - 39.37" U min 75010 9.84 250 93.5 K2-36 Sloped channel-39.37"(lm) 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" (lm) 75037 15.16 385 123.2 K2-0103 Neutral channel-19.69" (0.5mp 75044 9.84 250 56.0 K2-38 Sloped channel - 39.37" (lm) 75038 15.35 390 124.3 K2-11 Sloped channel -39.37"(lm) 75011 10.04 255 94.6 ti Sloped channel-39.37°(lm) 75039 15.55 395 125.4 K2-12 Sloped channel-39.37"(lm) 75012 10.24 260 95.7 K240 Sloped channel -39.37"I1mP 75040 15.75 400 126.5 K2-13 Sloped channel -39.37"(lm) 75013 10.43 265 96.8 K2-040 Neutral channel - 39.37" (Imp 75049 15.75 400 126.5 K2-14 Sloped channel -39.37"(lm) 75014 10.63 270 97.9 K2-0403 Neutral denval-19.69'10.5mp 75050 15.75 400 77.0 K2-15 Sloped channel- 39.37" (Im)D 75015 10.83 275 99.0 K2-901G Nine catch basin -19.69" 10.5mP 94611 32.81 a33.3 68.0 K2-16 Sloped channel- 39.37" (lm) 75016 11.02 280 100.1 K2621G catch basin-19.69" 10.5mP 94620 37.33 948.1 91.0 K2-17 Sloped channel - 39.37"Und 75017 11.22 285 101.2 K2631G catch basin -19.69"(0.5mp 94633 49.33 1252.9 101.0 K2-18 Sloped channel- 39.37" (lm) 75018 11.41 290 102.3 K2Seres 600 Optional plastic riser 99902 - - 10.0 K2-19 Sloped channel -39.37"(lm) 75019 11.61 295 103.4 Foul air trap - Ills both 900& 600 series basins 90854 - - 1.2 K2-20 Sloped channel- 39.37" (Imp 75020 11.81 300 104.5 Universal end rap 96821 15.71 399 1.4 ll Neutral channel - 39.37" (imp 75045 11.81 300 104.5 Debris strainer for 8' bottom knockout 93498 - - 0.2 K2-0203 Neutral channel-19.69" (0.5mp 75046 11.81 30D 64.0 K24nstallabon device 97478 - - 2.8 K2-21 Sloped channel -39.37"(lm) 75021 12.01 305 105.6 Grate removal tool 01318 - - 0.3 K2-22 Sloped channel- 39.37" (lm) 75022 12.20 310 106.7 K2Quickl ok locking bar 10457 - 0.5 K2-23 Sloped channel -39.37"(lm) 75023 12.40 315 107.8 K2-24 Sloped channel -39.37"(lm) 75024 12.60 320 108.9 II Sloped channel-39.37°(Im)v 75025 12.80 325 110.0 K2-26 Sloped channel- 39.37"(1m) 75026 12.99 330 111.1 K2-27 Sloped channel- 39.37"1 75027 13.19 335 112.2 Ois •N flotBc t _ , 1.•�l Fund Cap Ui • PAl 1. TNs channel Eve ffersfor a button knocka end; for female rw r G roudepth s 2. Inverts slwlm aretorthe male end; for female imed depttl subtract 5mm (=0.2") from 8R rule invert (except for neutral channels, where it will be sane as male irertl. To calculate the overall channel depth add 25mm (-1.01 to rust 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 Clow rates 0.20' 15mm1 �� U / ` V 4. This catch basin kit includes a polymer concrete top, removable Quicklok locking bar, deep trash bucket, plastic riser act plastic base. Select an appropriate grate. Outlet Product Outlet size (Sch. 40) CFS A A R Bottom outlet -111 Bottom outlet - K2-040 Bottom outlet A2-00 Bottom outlet-K2-040 End outlet-K2-00 End outlet- Il 4" round 4" round 6"round 6"round 4"round 4" round TnPM 53034 16 44 86 32 02 0.48 0.77 1.08 0.29 0.45 0.71 B C C p End outlet-ki 6"round 20 p n outlet- T K2-902G round. 7 0.59 V round 25.33" 263 IF Type K2-902G 4" round 31.83" 297 0.66 G Type K2-902G 4' round 23.76" 254 0.57 x 1 Type K2-902G Type K2-902G Type 1C2-902G 6" round 4' round 4" round 31.83" 23.91" 30.40" 658 255 290 1.47 0.57 0.65 K Type K2-902G Type K2-902G Type K2-902G Type K2-902G Type K2-902G Type K2-902G Type K2-902G 6"round 24.68" 24.13" 31.82" 31.26" 31.26" 31.82" 30.32" 570 1.27 .57 1.47 0.66 1.45 2.56 1.43 L M N O 4" round 5 6" round 658 4" roun-d_ 6" round 8" round 6" round 2 4 651 1149 640 Q Rtype S - Type K2-90 roun roun Note: these are the I9pe now II rates at the specified autet, NOT charnel flow reps. -Catch E basin flars. rates sheucket-all thish E Sonto in end traubudcet-using. o told bucket reduces flow. a 4'or 6'Sch. L mC ,a rram�..,, ^^ _ pine v J Cie) �1.25'132mm1 V V All Inc ■ Northeast Sales tven Sales Office Southeast Ales ElElectronicContact: Pleasant Roadd irdoOACODrain.us �r9 Z 9470 Pinecone Drivea 825 W. Beechcre8 SSt.4211 Mentor, 01144060 Casa Grande, AZ 85122 Fort Mill, SC 29708 w .ACODrainms Tel: (440) 639-7230 Tel: (520) 421-M Toll free: (800) 5434764 9m Toll free: (800) 5434764 Toll Free: (888) 4909552 Fax: (803) 802-1063 mllo Fax (440) 639 7235 Fax (520) 421-9899 y^ o s l amb curate but £soM gwmWoosmu w arcgtaau aato rewl6hatb uninnuse iomauc tee wareb%Mnnbl isBe A m[. cs ther Pl useme bryatlalrmntrdnn pnv.. the customer responsm llryt ty salaalla a taPt p,oaud m, his owo use. Ai Mons concerns me aemmmanRemwadun wN ceakt rnmout no,c" April 2018 4A!'Rdt - I . -r ,r A O April 2018 www.ACODru ACO DRAIN 1 1 ACO DRAIN 11 KlassikDrain - KS100 Stainless steel edge rail channel system One meter channel Half meter channel I� _lacer lsoonml A91• 1 mm O O 993T11 nMl 3.9p• 669" nrem,n 1 knob > Immm1 .\�1 Yri I,]umml Knockouts included on every 5th channel ,•SCwknaka4A O Type K9015 In -line catch basin I---.a•owI IVlack,w[ B sly m.N ® _ 41' 1 0 0 •T.h •Pl T 1049 II V V Part Invert Weight Part Invert Weight Description No. Inches® mfhP Lbs. Description No. Incthesm mindLbs. KSI-00 Neutral channel -39.37"(Imp 74441 3.94 100 28.1 KS1-28 Sloped channel -39.3T(lm) 74428 9.45 240 49.8 KSIA Sloped channel-39.37"(lm) 74401 4.13 105 28.1 1129 Sloped channel-39.37"(lm) 74429 9.65 245 50.6 KSl-2 Sloped channel -39.3T(lm) 74402 423 110 28.9 KS1-30 Sloped channel -39.3T(lm)m 74430 9.84 250 51.4 KS1-3 Sloped channel -39.37'Ilm) 74403 4.53 115 29.7 KS1-030 Neutral channel -39.37"(lmp 74447 9.84 250 51A KS14 Sloped channel -39.3T(lm) 74404 4.72 120 30.5 KS14M Netral channel -19A KI.SmW 74448 9.84 250 24.0 KS16 Sloped channel-39.3T(lm)O 74405 4.92 125 31.3 KSI-31 Sloped channel-39.3T(lm) 74431 10.04 255 52.2 KS16 Sloped channel-39.3T(lm) 74406 5.12 130 32.1 KS1-32 Sloped channel - 39.37' (1m) 74432 10.24 260 53.0 KS1-7 Sloped channel - 39.37 (1 nu 74407 5.31 135 32.9 11 Sloped channel -39.3T(lm) 74433 10.43 265 53.8 KS18 Sloped channel -39.3T(lm) 74108 5.51 140 33.7 131-34Sloped channel - 39.37"(IN 74434 10.63 270 54.6 KSl-9 Sloped channel -39.3T(ln) 74409 1,71 145 34.5 KSI-35 Sloped channel - 39.37 (Imp 74435 10.83 275 55.4 I l-lO Sloped channel .39.3T(lImp 74130 5.91 150 35.3 KS1-H6Sloped channel 39.37'(1m) 74435 11.02 28D 56.2 KS1-010 Neutral channel - 39.37"(lmp 74443 5.91 150 35.3 KS1-37 Sloped channel -39.3T(lm) 744V 11.22 285 57.0 KS1-0103 Neutral channel -19.69(0.5mp 744" 5.91 150 27.0 KS1-38 Sloped channel -39.3T(till 74438 11.42 290 57.9 KS1-11 Sloped channel -39.3T 1m) 74411 6.10 155 36.1 KS1-39 Sloped channel -39.37"(lm) 74439 11.61 295 58.7 KSL-12 Sloped channel -39.3T(lmd 74112 6.30 160 36.9 KS140 Sloped channel.39.37"(1ri 74440 11.81 300 59.5 1031-13 Sloped channel -39.3T Uri 74113 6.50 165 37.7 KSI-M Neutral channel - 39.37" (Imp 7440 11.81 300 59.5_ I l-14 Sloped channel -39.37'(1M 74114 6.69 170 38.5 1081-0103 Neutral channel - 12W'(0.5mp 74450 11.81 300 27.5 KS1-15 Sloped channel-39.3T(lmp 74415 6.89 175 39.3 11 Inline catch basin -19.69"(0.5mP 94609 27.63 702 52.6 K31-16 Sloped channel-39.37"(ln) 74416 7.09 180 40.1 KS1-621S catch basin-19.69"(0.511 94618 28.86 733 55.8 KSl-17 Sloped channel.39.3T(lm) 74117 7.28 185 40.9 KS1631S catch basin-19.69"(01 94632 40.86 1038 65.8 I l-18 Sloped channel -39.37"(Ind 74418 7.48 190 41.7 Series 600 Optional plastic riser 99902 - - 10.0 KSI-19 Sloped channel -39.3T(lm) 74419 7.68 195 42.5 Foul airtrap-fits both 900&60D series basins KS1-30466•Net Cap 90854 96844 - 9.84 - 250 1.2 5.2 KS1-20 Sloped channel - 39.3 7" (1 mp 74420 7.87 20D 43A KSI-020 Neutral channel -391(Imp 74445 7.87 200 43.4 KS1-30866'Outlet Cap 96M 9.84 250 5.0 KUlMMN••sldumW-19.89'(05rnp' 74446 7.67 200 20.5 KS140466' Inlet Cap 96846 11.81 IGO 6.0 KS1-21 Sloped channel -39.37"(lm) 74421 8.07 205 44.2 KS14086 SIDI Cap 96847 11.81 300 5.8 KSI-22 Sloped channel .39.37" r m) 74422 8.27 210 45.0 Universal end cap 91 11.81 300 0.4 KSI-23 Sloped channel-39.37"Und 74423 8.46 215 45.8 Debris strainer for 4' bottom knockout 93488 0.2 KSI-24 Sloped channel .39.37' (1M 74424 8.66 220 46.6 4" Oval to 6' mund outlet adapter 95140 1.1 KS1-25 Sloped channel -39.3T(lmp' 74425 8.86 225 47.4 K141stillaton device 97477 - - 28 KS126 Sloped channel -39.3T (lm) 74426 9.06 23D 48.2 Crate rem usual tool 01318 - - 0.3 1031-27 Sloped channel -39.3T Uni 74427 9.25 235 49.0 1 K1Quickiok locking bar 029" - 0.1 ofa capaciy = ga ons. • N • 4►1 Notes: Outlet flow rates 6" Oval inlet cap End Cap 1. This channel offers a bottom knockout feature; 4" round/6" oval. 2. Inverts am for the male end; for female invert depth subtract 5mm(-0.21 from the Invert(except for neutral channels, twill be same as male invert). Outlet Product Outlet size Invert GPM _ K1-304-6 CFS III e Rol shown male where To calculate the cy ral channel depth add 20mn (=0.89 to imed depth. ]0.64° N (270m ♦� V ' ` 3. This catch basin let includes a Polymer connate to%removable Quckok ticking bar, trash bucket and plastic base. Select an appropriate Brae. 4. This catch basin kit includes a polymer concrete top, removable Quicklok locking bar, deep trash bucket, plastic rise and plastic base. Select an appropriate grate. (Sch. 40) Depth A Bottom outlet- KS00 4" round 3.94" 108 0.24 A Bottom outlet- KS40 4" round 11.81" 187 0.42 R Bottom outlet - KS00 6" oval 3.94" 177 0.39 B Bottom outlet- KS40 End outlet-KS20 6" oval 4" round 11.81" 7.87" 306 132 0.68 0.29 C C End outlet-KS40 4" round 11.81" 171 0.38 D KS1-308-6 6" outlet cap KS1408-6 6" outlet cap Type KS1-901S Type KS1-901S 6" oval 6" oval 4" round 4" round 9.84" 11.81" 19.30" 25.67" 233 264 226 265 0.52 0.59 0.50 0.59 E F G H Type KS1-901S Type KS1-901S 4" round 4" round 25.30" 18.56" 263 222 0.59 0.49 1 Type KSIAOIS 6" round 4" round 25.85" 26.43hi 586 1.30 K Type KS1-901S 269 0.60 L Type KS1-901S 4" round 19.36" 227 0.51 M Type KS1-901S TypeKS1-901S 6" round 6" round 27.30" 19.99" 604 505 1.35 1.12 N 0 Type KS1-901S 8" round 27.30" 1051 2.34 P Type KSI-901S 6" round 26.43" 593 1.32 Q Type KS1-901S 4" round 27.17" 273 0.61 RR Type KS1-901S 4"round 4" round 20.68" 20.68" 235 235 0.52 0.52KS1-901S S Type KS1-901S _ Type KSIAOIS 4" round 6" round 18.99" 27.17" 224 602 0.50 1.34 T K1-404-6 !6rr.s� eflAk `� 12.61" (320mN W W CIO) r4 O O 6" Oval outlet cap r - DK1-308-6 V V 10.64"(270mN K1-40" C E 12.61" (32Om 1 w /r NACOor Polymer Products, Inc. C C 9470 inec Sales ONiu West Acts Office Sout4211 eastleas nt Rod FWknv m on J 9470 Pinecone Delve 825 W. BcechcroR St. 4211 Pleasant Road Mentor, ON 44060 Casa Grande, AZ 85122 Fort Mil, SC 29708 9119 Tel: (440) 639-7230 Tel: (5201421-9988 Toll free: (800) 5434764 Electronic Conn Note: These are the pipe flux rites a the specified outlet, NOT cmnnsl flow rates. Catch basin now rates am without trash bucket -using trash bucket reduces flow. Toll free: (800) 5434764 Toll Free: (888) 490-9552 Fax: (803) 802-1063 info®ACODrain.w Fax: (440) 639.7235 Fax: (520) 421-9899 WWW.ACODra nbus ®spt b Pa 2016 o cogmer Products, Inc. Th 1 ar Is bellleved To be ate be a u, her r tq mm eeato aooM Brassure raaty ,esuns forthat bh , lots ID our product since conditions of use are bei the control of me companyits the customers responsible,t t sutaoraana safely of ereeli Ns ACO Pohmu• Products Inc. reserves cre right b e the product and s s&coons fentrussuff chase. • 110 September 2016 www.ACODrain.us O September 2016 wwwAll 5,CO K200 DRAIN No Scale V AA I VMDO Architects vmdo.com 434.296.5684 200 E Market Street 2000 Pennsylvania Ave NW Ste 7000 Charlottesville, VA 22902 Washington, DC 20006 � 0 090 s 0 0, TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • 15emarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 Checked By Designed By Drawn By Bryan D. Cichocld Z lie. No. 53741 �" 2/5- O.G 1Y' �11.(� �SSIONAL �G B. CICHOCKI K. ROESER K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 NOTES &DETAILS 1: Revision 1- 4/1/2015 VEHICLE GATE DETAIL No Scale C 1 2 1 x 4 CAP OVER 10'-6" 10'-6" T 6 x 6 METAL POSTS • BOLLARD ITYPJ 1 7'-11.5" • DUMPSTER DUMPSTER • 4 x 4 METAL POST (TYR) 3' Nam- CONC. • ( PAD Nz \_ \ • 8'-6A' DUMPS7ER BOLLARD (TYP.) • • • L11 14'-5" 1 x 6 CAf 1 x 6 TRIMMEF 2 x 4 RAILS 1x6 12' S'7 HINGE OUTSIDE ELEVATION 3 SIDES ��IIIIIII IIIIIIIIIIIII I NOTE: ALL LUMBER SHALL BE PRESSURE TREATED GENERAL Ire-' 1. METHOD "A" PIPE BEDDING SHALL BE USED FOR ALL TYPES OF PIPE CULVERTS WITHIN THE APPLICABLE HEIGHT OF COVER RANGE NOTED IN THE STANDARD PC-1 TABLES UNLESS OTHERWISE NOTED ON TIE PLANS. 2 H - !EIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FINISHED GRADE. 3. b - EXCAVATION DEPTH AS SHOWN ON PLANS OR TO FIRM BEARING SOIL. CIRCULAR PIPE 1. D - OUTSIDE DIAMETER OF PIPE. 2. d - INSIDE DIAMETER OF PIPE. 3, % - WIDTH OF CLASS I BACKFILL MATERIAL BEYOND WE EXTREMITY OF THE PPE. I % - U WHERE tl S LESS THAT 38". % - 18" WHERE d S 38" AND GREATER. 4. WHERE DIRECTED BY THE ENGINEER. BEDDING MATEMA. MAY BE ELMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE) 30' AND LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LESS. S REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BWKFILL MATERIAL FOR ALL FONDATION TYPES FOR ROUTINE ENTRANCE WE (EXCEPT PLASTIC PPE) 30" AID LESS IN DIAMETER WIN HEIGHT OF COVER 15' OR LESS. 8. BEDDING MATERIAL AND CLASS IBACKFLL MATERIAL MY BE ELIMINATED FOR SHOULDER SLOT INLET (3I-13) OUTLET PIPES NST&LATIO6. ELLIPTICAL PIPE 1. S1 - OUTSIDE SPAN DIMENSION OF WE. 2. S2 - NSDE SPAN DIMENSION OF PPE. 3. R - OUTSIDE RISE DIMENSION OF PIPE. 4. X - WIDTH OF CLASS IBACIFUL MATERIAL BEYOND THE [EXTREMITY OF THE PIPE. X - 12" WHERE 52 S LEW... I55 THAT X - 18" WHERE Sp S 3,' AND GREATER S. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL ANY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE WHERE 52 IS 38" OR LESS AND HEIGHT OF COVER IVOR LESS. 6. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF GLASS I BWKFlLL MATERIAL FOR ILL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S2 5 38" OR LESS AND HEIGHT OF COVER 15'OR LESS. PIPE ARCH 1. S - SPAR DIMENSION OF PIE. 2. R -ARSE DIMENSION OF PIE, 3. B - SEE PC-1 TAKE FOR APPLICABLE PIPE MATERIAL 4. x - WIDTH OF CLASS IBAX(FILL MATERIAL BEYOND THE E%TRENTY OF WE PIE. x - 2" WHERE S2 5 LESS THAN 36'. IS" x - WHERE S2 5 36" AND GREATER 5. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL NAY BE ELRNATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE WHERE S2 IS W" OR LESS AND HEIGHT OF COVER 15-OR LASS. 6. REGULAR BACKFILL MATERIAL MAY E USED N LIEU OF CLASS I BACHFLL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIE WHERE S 5 35" OR EM MD HEIGHT OF COVER WON LESS. ATION SPECIFICATION �VD� REFERENCE INSTALLATION OF PIPE CULVERTS & STORM SEWERS GENERAL NOTES ROW AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 302 303 VIRGINIA DEPARTMENT OF TRANSPORTATION D].OD NO PROJECTION OF PIPE ABOVE GROUND LINE Section 2721 TOP OF FILL TOP OF FILL Engineered Surface Drainage Products = cRGUNO uNE _ GROUW LNE _ r GENERAL PVC surface drainage inlets shall include the drain basin type as indicated on the contract drawing and referenced within the contract specifications. The ductile `, - -11 rrrrr rrrr rii rri Jr 6 ri Ilr"' - EARTH - .1 rrrrr rrrr JrJ /rr rr 6 r ' - Ilr^DI K OR UNYIELDING iron iron grates for each of these fittings are to be considered an integral pad of the surface drainage inlet and shall be furnished by the same manufacturer. The ' =1 I o n SOIL surface drainage inlets shall be as manufactured by Nyloplast a division of Advanced Drainage Systems, Inc., ar prior approved equal. e - - ur31 MATERIALS The drain basins required for this contract shall be manufactured from PVC pipe stock, utilizing a thermoforming process to reform the pipe stock to the specified configuration. The drainage pipe connection stubs shall be manufactured from PVC pipe stock and formed to provide a Watertightconnection with the specified pipe system. This joint tightness shall conform to ASTM D3212 for joints for drain and sewer plastic pine using flexible elastomeric Seals. The flexible elastomeric seals shall conform to ASTM F477. The pipe bell spigot shall be joined to the main body of the drain basin or Catch basin. The raw material used to manufacture the pipe stock that is used to manufacture the main body and pipe stubs of the surface drainage inlets shall conform to ASTM D1784 Cell class 12454. The grates and frames furnished for all surface drainage inlets shall be ductile iron for structure sizes 8", 10", 12", 15", 18", 24", 30" and 36" and shall be made specifically for each basin so as to provide around bottom flange that closely matches the diameter of the surface drainage inlet. Grates for drain basins shall be capable of supporting various wheel loads as specified by Nyloplast 12" and 15" square grates will be hinged to She frame using pins. Ductile iron used in the manufacture of the castings shall conform to ASTM A536 grade 7115. Grates and covers shall be provided pointed black. INSTALLATION inlet shall installed inconventional flexible i fil r' h kfill material ri I I The specified PVC surface drainage n et s a be sta etl us e back I materials and procedures. The bac ate a sha I be crushed stone or other granular material meeting the requirements of class 1, class 2, or class 3 material as defined in ASTM D2321. Bedding and backfill for 9 9 D 9 surface drainage Inlets shall be well placed and compacted uniformly in accordance with ASTM D2321, The drain basin body will be cut at the time of the final g grade. No brick, alone or concrete block will be required to set the grate to the final grade height. For load retHtl installations, a concrete slab shall be poured under and around the grate and frame. The concrete slab must be designed taking into consideration local soil conditions, traffic loading, and other applicable design factors For other installation considerations such as migration of fines, ground water, and soft foundations refer t0 ASTM 02321 guidelines. MIN. 1/I0 D z D x BEDDING NORMAL EARTH FOUNDATION MIN. 1/10 0 X D % BEDDING I/" PER POP H B"• MAX.24" ROCK FOUNDATION MIN. 1/10 DO� X D x FOUNDATION SOFT, YIELDING, OR OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE MIN. 1.51.5 x D -_ - - - - - o _ MIN. 1.5 x D MIN. 1.5 x D TOP OF FILL MIN. iS x D MIN. 1.5 x 0 7 TOP OF FILL NiI TOP OF FILL ~� x x :•: S;: •+. -_ _- L rrrr/J, rrrrrrr rrrrr Jr J / I /r/r rrr rr' w r • - ........ :.::r5••.'• {j{;;•: R N J{3}j'• c ou D :, LINE ::v. _- - ••• I_� ROCK OR - p rirrrrrr/r/rrn rrrr/i/ARIA/rJ / / ////irrrrrr / /iriririi rr/rrrr/irr r//rrrrJrr/ rrrrrrrr/r rrrrrrrrr/ rrrrrrrr/ rr/rrrrir = _ eROUN[ -LINE a c = ' •: rrrrrr, rrrrrrr :: _ /' rr ':;{;{;{' _ rr I� {riri+?' cRouNo 6 / ;. LINE I - - III III II : EARTH - - = - = - IE31 "' - _- =I ; MIN.V D % 0 X BEDDING MIN. 1/10 D - UNYIELDING- SOIL II"OFEH MATERIALMIN. %. D N 1/10 D If BEDDING EARTH MIN. B", BEDDING MATERIAL MAX. 24" MATERIAL FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL ®BEDDING MATERIAL IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE ® EMBANKMENT NOTES: SPECIFICATIONS. I WITH SECTION BIONK 302 MATERIALINCO BRIDGE FSEE OR GENERA NOTES ON PIPE BEDDING, WITH SECTIONAL 302 OFT THE ROM NID RIDGE :•••OF THE AND INSTALLATION OFGE'NE CULVERTS NOTES SPECIFICATIONS. SPECIFICATIONS. ON SHEET 107.00. FOR ALL OTHER PIPE REGULAR SACKFUL MATERIAL O FOR PLASTIC PIPE : I IN ACCORDANCE WITH SECTION 302 OF THE ROAD CRUSHED GLASS CONFORMING TO THE 6" MINIMUM CLASS I BACKFILLA MATEMPLACED DIRECTLY AND BRIDGE SPECIFICATIONS. SIZE REQUIREMENTS FOR CRUSHER RUN OVER PIPE AND 6" REGULAR SACKFUL MATERIAL, AGGREGATE SIZE 25 AND 26 MAY BE OR 12" OF CLASS I BACK FILL MATERIAL, USED IN PLACE OF CLASS I BACKFILL. rOISCLOSESSUNSORMATTERINWHIGH DIWWNBY CIA MATERIAL AIMWWNAAW Si XAS PROPETMYMGIMTS. ME ME" BUFORD, GA 88R8 IN ACLOROM'CE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. ES6DN OFNSPRINTDOESNOCNFER DATE MOM PXN ImiMMe AR NRRLFWICRNSETE E�USEEWTTHEDESDNOIR N r� r • o'd .PSI FFAXDTID3-2dN Y'°°N "" REWBED BY XMX PROTECT NORUIIE `Y71�I�T A COPY OF H I IL H INSTALL. OF PIPE CULVERTS AND STORM SEWERS SPECIFICATION REFERENCE TITLE INFOWNnON X:TIONOFNBPANU ROAD AND BRIDGE STANDARDS ACTUR HE HERBAL OIMMEDISCITRE CUTE N-N-18 BIN-J6IX DRAIX BARN 9PECIFlGLDNS CIRC. PIPE BEDDING AND BACKFILL - METHOD "All SHEET 1 OF 4 REVISION DATE HERENOM,FORNE019O09URETOONN3 RILE TO 3D2 )DEN,DDEPT BY9PEGFIGWARIEN .er, ON FROM NYILgA4T ¢m.lmrn 10].O1 07/19 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 Slaf A SCALE 1:1 SHEET fOF1 MADRID. TN-110N1 REV J NYLOPLAST DRAIN BASIN WITH DOME GRATE (1, 21 INTEGRATED DUCTILE IRON GRATE TO MATCH BASIN O.D. MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER (3) VARIABLE INVERT HEIGHTS RECOMMENDATION CCOROING TO AVAILLANSIT RIN (MIN. MANUFACTUG PLANSrAKE �Fl RED. SAME AS MIN. SUMP) (4) VARIOUS TYPES OF INLET &OUTLET ADAPTERS AVAILABLE: 4'-36' FOR CORRUGATED HOPE ADS N12till DUAL WALL ADSMANCOR SINGLE WALL N-72 HP PVC SEWER (EX: SDR 35 SON PVC OWN (EXCO RUG40), PVCIBBED P05, CORRUGATED 8 RIBBED PVC WATERTIGHT JOINT J (CORRUGATED HOPE SHOWN) T 1 - G ADE70,M GRATE99HAL BE OUCTIIE IRON PERA9TAIA86 GRADE DOME G 2 - OFAP DOME GATES m ATONE DRAIN 9ARINS WIIHNEUSE OFAPVC BODYNTOBE.SEEDMWING NO. IDN-)IONS. 3. DRAINS RI TORE CUSTOM MAUFWSUREDACCODIUE TO PLAN DEITIES. RISERSARE EEDIMI EDFOR BASINS 0ERM'OUE iO SHIPPING RESTRICTIONS. CONNECTION STUB JOITTIGHT ES 65. d-ASTVDDRAINAGE 12 FOR ORRUGATEDH PE(ADNESSSHALCONFORMTO ASTM D3212 FOR CORRUGATED HOPE (ADS W12AUNWR DUAL WALL), N-12HP, SCMBWERIP-)6'). 5 WAMUMACAN BETWEEN ONAmANGIDD•TOCIO°. TODETERMINE MINIMUM ME UE GRATES NAM NO LOAD 9EE DRAWING NO.iW1-116D2. 8 - S'-J0 WARE GRATES IWVE W LOW RATING HASPROPRIETARY MGM. TXERECEIPT Ri OF THIS PRIM GOES Nm CONFER, JR LICENSE THE WE GENE DESIGN OR NFORMATION SHOWN HEREIN ION OF THIS PRINT OR ANY INFORMArON HEREIN, OR MANUFACTURE GE ANY EFROM. FOR THE DISCLOSURE TO OTHEF N, EXCEPT BY SPECIFIC WRITTEN FROM NYLOPIPSIE a"IemRm. (6) ADAPTER ANGLES VARIABLE D'- 360' ACCORDING TO PLANS (3) VARIABLE SUMP DEPTH 4'MINON F-24' ACCORDING TO PLANS 6'MIN.ONB'-24' 10'MIN.ON30' F MIN ON 30' 838' & 7T' MIN. ON 38' BASED ON MANUFACTURING RED,) THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM 02321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. FAX BY NMH PROJECT,MANE myloplal xNVINMHNJA.. N ITIE W12-18 DRAW MIN WITH DOME GATE QUICK SPEC INITNIATAN DrNL A ISICALE 1:A0 NISI IMI IDWGND. TIDI.11041T MEN E GALVANIZED STEEL STEP Srt #4,GRADE 60,RENFORCING ROD ENCASED N A CORROSION RESSTNT RUBBER OR OTHER MATERIAL IMPROVED BY THE ENGINEER. (DIMENSION MAY VARY WITH MANUFACTURER'S DESIGN) 3 CORROSION RESISTANT MATERIAL p4 REINFORCING ROD CAL SECTION N ALL STRUCTURES WITH A DEPTH OF OTHERWISE NOTED ON THE PLANS. E 41/2" FROM INSIDE FACE OF BE 16" C-C. MINIMUM FORCE OF 300 POUNDS WHEN FACE OF THE SUPPORT. LILY ALIGNED AND UMPORMILY SPACED FOR WE ENTIRE DEPTH OF MY STRUCTURE. N PRECAST WITS STEPS MAY BE CAST IN MADE MORTARED NTO HOLES PROVIDED BY THE FABRICATOR, OR Dd1VEN, ME YNMM OF W EMBEDMENT STETS DIFFERING IN DIMENSIONS, CONFIGURATION, OR MATERIALS FROM THOSE SHOWN MAY ALSO E USED PROVIDED THEY MEET ME MINIMUM REQUIREMENTS SHOWN HEREON AND THE CONTRACTOR HAS FURNISHED WE ENGINEER WITH DETAILS NO CERIFED TEST REPORTS OF THE PROPOSED SUBSTrUTE AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE ON SUCH STEPS. Ill STEPS INSTALLED SHALL E PROVIDED WITH SLP-ESSTANT RF SUACES SUCH AS BUT NOT LIMITED TO. CORRUGATED KNURLED, OR MP SURFACES. &UINUM STEPS SHALL BE FABRICATED IN ACCORDANCE WIN ` ASTM 8221 ALLOY BW5-T5. THAT PORI'MN OF WE STEP ENCASED IN MASONRY SHALL E UNIFORMLY COATED WITH A BITUMINOUS. SOLVENT TYPE. ASBESTOS FILED &IMAM PDAENTED COATING CONFORMING TO FEDERAL SPECIFICATION TC-C-00415A TEP STANDARD STEP VIRGINIA DEPARTMENT OF TRMSPORTATION ROAD AND BRIDGE STANDARDS VISION DATE SHEET L OF 1 NR 119 INSIDE ELEVATION 3 SIDES DUMPSTER ENCLOSURE DETAILS N.T.S. FRAME & COVER SEE FIG. S-I-D, E STREET SURFACE OR NON -PAVED AREA SLOPED AREA IF 2. 0. RUBBER COATED STEEL STEPS 1'-0" MAX CAST CAST IN PLACE ' PRECAST REINFORCED CONCRETE ° SECTIONS WITH NO" RING SEALS OR APPROVED EQUAL 3'-0" MIN THE DROP CONNECTION SHALL BE " DUCTILE IRON PIPE (CLASS 50) 5" BACKFlLLED IN 6" LAYERS AND COMPACTED BY HAND TAMPERS OR 12 MIN BACKFlLLED WITH SELF -COMPACTING 16" MAX STONE. 5" T A r 4 MINIMUM ELEVATION DIFFERENCE A 12"MIN 12"MIN .Q ACROSS M.H. FROM INLET TO VARIE OUTLET SHALL BE 0.20 FEET A FILLETED INVERT FOR A SMOOTH " TRANSITION OF FLOW BETWEEN >. INLET & OULET PIPE SHALL BE • , t ' Q 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-I-C TD-28 PLACE 5' GALVANIZED WITNESS POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE --\ Z_ L EE RIE Ini WATER 2500 P.S.I. CONCRETE THRUST BLOCK ADJUSTABLE TRAFFIC RATED VALVE BOX W/ LID M.J. GATE VALVE 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 OUTSIDE GATE VIEW !K�hTI•� J 1../1J ICI\ YYI ILLLJ INSIDE GA TE VIEW 4 x 4 METAL POST UNLESS 2 x 4 RAIL OTHERWISE NOTED (TYP.) ON PLAN 1 x 6 TRIMMER 3' -0. L1 x 6 SIDING 3'-0" 3'-O" 12" POST ELEVATION SLOPE TO DRAIN TO INVERT OF OUTLET PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS NOTES: SHIPPING OF MANHOLE AND IN INVERTS IN ACCORDANCE WITH \\ THIS DRAWING IS TO IMPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WIFE INVERT OF PPE 5 ABOVE AVERT OF �\ , MOM TO DRAIN TO INVERT OF STRUCTURE. Tj OUTLET PPE MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED / IN/ ACCORDANCE WIN MPUCM1_E STANDARD OR Si DRAWING. THE INVERT SHARING AS DETAILED HEREON IS TO CONSIST OF A e PORTLAD CEMENT CONCRETE MIX CONFORMING TO CLASS AT OR / AS CLS C1 EXCEPT THAT 251. OF COARSE AGGREGATE MAY BE UP TO PSMOOTH / � ` BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE I I Y, BDY MEANSCONSIST SHALL EI LEFT OFFHANDNTROWELLING.RNOW I .il', •' OF THE COURSE AGGREGATE SHALL REMAIN EXPOSED, . , DETAILS OF INVERT SHARING AS SHOWN HEREON PALE FOR EXAMPLE PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED - INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LNES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES ROAD Pro �IDc=E STANDARDS STANDARD METHOD OF SHAPING REEFEREN'L10E" SHEET 1 OF 1 REVISION DATE MANHOLE & INLET INVERTS 302 108.0 B VIRGINIA DEPARTMENT OF TRANSPORTATION PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V, SECTION G OF THESE SPECIFICATIONS. •4 4.'. ' 4.. ` SET DOGHOUSE BASE•'4••- " EXISTING SANITARY ON CONCRETE BLOCKS A. SEWER PIPE DOGHOUSE OPENING SHALL '.4' ' '•'A 0. i.' MIN. 12" CLEARANCE BE PREFORMED BY ` ' ' • '.'. " BETWEEN EXISTING PIPE MANUFACTURER OR '- •'r : �'• •' AND STONE BEDDING SAW CUT TO FIT PIPE'_ OUTSIDE DIAMATER •° +..4'•. PLUS 8". 12" THICK VDOT No. 68 STONE BEDDING 8"x8"x16" AND 4"xe"x16" SOLID CONCRETE BLOCKS CENTER W DOGHOUSE MANHOLE BASE WALL (4 EACH)ACH) I II IIIIII IIIII II (III(IIIIIIIIIIIII(III(IIIIIIIIIIIII IIIII IIIII IIIIIIIIIIIII II IIIII IIIIIIIIIIIII IIIII IIIIII III IIIII I MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING BE CONSTRUCTED AS SHOWN AROUND EXISTING PIPE WITH 3,000 PSI CONCRETE ON FIGURE S-1-A OR NON -SHRINKING GROUT 061 00 ii,•i is i (. dJPi•000••K ..• OU i,�. y� •%r III • N' - •'oil BIL I I ' • • • • • N •-IN IN IN IN IN •• • - • IN . N ° A • : A • �• •NO• NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270') 18 -22 VALVE BOX 7 CU. FL I/r #68 STONE-1 \\�\0 Illy IN INso 0 •• • 1 11 • 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 BJ 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 M-8 // O STP-1 10 GMGE OR 2%2" - 12 GAUGE 76"Y4" EX HEAD = O - - _ \_ SQUARE TUBE SIGN MOST i'N" HEXHEW FLANGE GRADE 8 SERRATED TI•• - 13 GRADE 8 I 1 e �i FLANGE NUT TORQUE FREE BOLT / (SEE NOTED I I UPPER SLIP BASE OR /z" - 13 GRADE 8 x CAST IRON LIP SE I�" X T/x•• FILLET WELD - TORQUE FREE BOLT _ _ = (SEE NOTE 11 (SEE METALS) - 1•"-13 U55 FLAT 'WASHER ®� ' HARDENED. TEFLON COATED %"-13 USS FLAT WASHER WASHER SHIM - 4" MAXIMUM STUB HEIGHT 1/j' - 13 GRADE 8 LARGE '� ' (21/i' RECOMMENDED HEIGHT) x 3y2' GRADE 8 4 -I- HARDENED, TEFLON COATED PLAICE NUT '- '• FLANGED SHOULDER BOLT WASHER SHIM ' ' SLIP BASE BREAKAWAY PROFILE DETAIL li FLAT WASHER y2" - 13 GRADE B LARGE FLANGE NUT 8" MULTI-DRECTIONAL COMBINATION 2.52 ANCHOR/ SLIP BASE PLATE I (FOUNDATION B) OR MULTI-IARECTION& COMBINATIONANCHOR/ SLIP BASE PLATE - SOIL(FOUNDATION CI 0.3R5" R '"SLIP BASE BREAKAWAY DETAIL MINIMUM WALLTHICKNESS IS 0.34"6 ' 3 3 0 „3,. L35" 3.6.. A' MATERIALS:. I TUBE RECEIVER - - 3" x Y' x 7 GAUGEASTM W00 GRADE - TUBE s,PLATE -ASTM .. pi0M72 GRADE 50(TTP.) - - RED( TOR UE MULTI DIRECTIONAL BOLT ON SAE1035 STEEL Q FORGING SLIP BASE TOP FOR 21/z' SQUARE POST WITH CAST IRON LOCKING WEDGE lye' TOP POST RECEIVER/ HEX ly," 2�" FOR 21/2' SQUARE POST OF] NOTES: #HEAD _II&..F" PEX THREADS Yi' 1. TIGHTEN THE TORQUE FEE BOLT USING THE LARGER '" HEX HEAD, HEAD / I�'• T THEN LOOSEN THE BOLTS BY THREE COMPLETE TURNS USING THE y4" HEX HEAD. RETIGHTEN EACH TORQUE BOLT USING THE SMALLER Y." TORQUE FREE MATCH PLATE HARDWARE HEXSPECFICHATTION UNTIL THE 1(F'• HEX AHCOPY OIFTTHEFORIONAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. REFERENCE SQUARE TUBE SIGN POST ���� ROAD AND BRIDGE STANDARDS Tao FOUNDATION TYPE B AND C DETAILS REVISION DATE SHEET 7 OF 12 VIRGINIA DEPARTMENT OF TRANSPORTATION NEW 01/15 1321,16 CG-12 NOTES COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES. AREA N SQUARE YARDS) GENERAL NOTES: OERE WHERE REQUIRE SURFAC0 CG- IN LINEAR FEET) SQUARE YAR051 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AJD SHOULD 2. DETECTABLE 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 12.1 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE a81 MAX WARNING SURFACE AMID SHALL BE 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 JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR 5 PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO e THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF 10:1 No PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A 5. REQUIRED BARS ARE TO E NO.5 X B" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR CONCRETE COVER 1%y'. 5!M 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPSARE INCLUDED N PAYMENT FOR CURB / CURB AND GUTTER. '1y S' MIN 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTEDBY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER IN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY 12'1 MAX CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, MD SHOULD NOT TYPE B BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES FIRE HYDRANTS. DROP INLETS. ETC. ACCESSIBLE ROUTES PROVIDE A dONTNUOUS PARALLEL y� ACCESSSLEUNOBSTRUCTEEEMENBSEbi'RM AND L SLIPRESISTANT SCAN TBE PATH IMPROWHEDT'NG ALL ENTERED v„yfDvyj •,S�•yl'v5aM1'K�IV AND USED BT EMENTSRINIS. ,r,. S. RAMPS MAY BE PLACED LA RADIAL IN TANGENTIAL SECTIONS PROVIDED THAT " 12.1 THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AN) 122,1 MAX ;'Ey THAT THE SLOPE Ai THE WNNECiION Of TXE CURB OPENING IS y\\ PERPENDICULAR i0 THE CURB. 'MN XX Y^\ I- 5 9. TYPICAL CONCRETE SIDEWALK E a - THICK. WHEN THE ENTRANCE HEAVY T CANNOT ACCOMMODATE THE TURNING REDDIREM OMM OF ANTICIPATED (HEAV TRUCK TRUCK TRAFFIC) TO STANDARD DEPTH. COMMERCIAL ENTRANCE (HEAVY 4'MN AT 2" BICKER THAN TRUCK iRAFIC) FOR CONCRETE DEPTH. T EDGE OF PAVEMENT 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, \ AT X.W. . SAME AS TOP OF CURB THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. TYPE C 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAWNAL), PARALLEL & PERPENDICULAR A 4' x 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4'x 4' LANDING AREA MAY INCLUDE THE GUTTER PAIN. 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 RADIUS OR BE FIELD O O O O O -MODIFIED AS RECOMENDED BY THE MANUFACTURER TO MATCH THE BACK OF CURB. -10... 00000 0 0O- O O O O O O O OO OLADINGG O O O O O 0 00 0 0 0 0OO O O O OO O O O 00000 0 0 0 00 0 0 0 �85Y. OF BASE OIMIETER 0 0 0 0 0 0 0 0 0 0 0 0 0 TOP DIAMETER ;EE CTARLE WARRING ACK OF CURB 0.9"-1.4" VARIABLE FULL WIDTH OF RAMP FLOOR _I OTE 12. O BASE DIAMETER DETECTABLE WARNING TRUNCATED DOME PAY LIUITs INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING DETAIL �VI�oT CG-12 DETECTABLE WARNING SURFACE SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET t OF 5 REVISION DATE (GENERAL NOTES) 105 203..5 07/5 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 CG-12 T R A 5'MIN -5 DOWELS. B" LONG -Ni PERMISSIBLE 1 AT 12" C-C 5'MIN. CONSTRUCTION 12:1 M-Alf. MIN 12:1 MAX _'S 5 B y�' 12:1 MAx WITH BUFFER STRIP RAMP RAMP 5'MN (SEE TABLE) A (SERE TABLE) TRUNCATED DOMES u" Mm r.. •y� \ a' Mlry SEE SHEET 1OF 5 FOR DETAILS 5'-O" MN SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB 4 :11 WITH BUFFER STRIP 20'1 4 : 5' MIN 7 IY1 M�7,.' ;�� �.SECTION A -AT BUFFER STRIP PERMISSIBLE CONSTRUCTION N CROSSWALK DINT 1 u= y t CROSSWALK SECTION B-B p: r ASH a'SOUME LANDING AREA Sl11_ UA TRAVPROVIDE] AY FOR II II sNaL 9E GRONUEo SW PERPEH)IHE MA cFosswKK CROSSWALK C*THNRO. THE MARKED NOTES: FOR GENERA NOTES ON THE DETECTIBLE WARNING SURFACE, cRasswAK uEA SEE SHEET tOG 5. THE REQUIRED LENGTH OF A PARALLEL RAMP TYPICAL PLACEMENT fi1y 15 LIMITED TO 15 FEET, REGARDLESS OF THE AT INTERSECTION SLOPE. rLrxDlNc sea MM. WITHIN CROSSWALK cum TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 2 5 10 15 6 M 15 XV00T ROAD AND BRIDGE STANDARDS MEET 3 OF 5 REVISION DA 207 07/15 s'eTN DIAGONAL PLACEMENT z p p'SpVME LmDING AGEA OUiSDE OF iRnVELW4Y p 4'$WPRE LAONC AREA CppSplµ EL :E FROv0E0 FOR f A :% CF TRAVELWAY PEIPENACUL.w CROSSWXR SHALL BE PROVED FOR WITXX ilE MMrcEO PERPENDKLLM CROSSWALK WITH BUFFER STRIP CROsswAR naER. ORDsswA WITHIN THE MARRED CROSSWALK AREA, CG-12 DETECTABLE WSPECIFICATION ARNING SURFACE REFERENCE TYPE B (PARALLEL) APPLICATION 105 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 V AA I VMDO Architects vmdo.com 434.296.5684 200 E Market Street 2000 Pennsylvania Ave NW Ste 7000 Charlottesville, VA 22902 Washington, DC 20006 .00090 • 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 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 Checked By Designed By Drawn By Bryan D. Cichocld Z Lie. No. 53741 \.o" O.y, lY' ' iSSIONAL G B. CICHOCKI K. ROESER K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 NOTES & DETAILS TD-9 IU-26 C 3 JN covc. t \ \ \ \ \ \ \ \ \ 4 \\ �_PkANTER I \ , CONC. STEPS- - CANOPY INV. IN(63 5,":IZGP (N): : I I _ _ / ' / / / /' 692- ` - _ 2 TREA45• f \ \ \ \ \ \ \ \ \ \ \ \ \ u INV. IN=63nl�ERsp)INV. 3;4"(BLD): / I \ / P v ) /\ \ \ \ \ \ _ _ \ `\\\ INV. 0� 1J° RCP J CONC. ` _ - \ ,. ` \ \ \ \ \ - ` \ \ \ \ \ \ \ / TMP S6A1-1-7382 CONCCONC. WALL ST GEORGE PROPERTIES. LLC ` 18DE6. -WQOD PED. \ \ \CI \ \ \ \ \\ \ \\ DB. 4967, PG. 722 1.3' (W) \ \ \ \ \ \ \ \ \p \ \ \ \ \ \ / �E ZONED: R2 CONC. WALL 3' (W) DOOR \ 3' (W) DOOR 1.3' (W) \ \ \ \ \ \ \ \ \ b s \ \ \ \ \ \ \ \ \ / / FFE=693.45' \ \ \ \ \ - - - \ \ \ Y \ \ FFE=693.41' \ \ \ \ \ \ \ \ \ \ \ \\\ \ \ \ CAN (THRESHOLD) \ \ \ \ \ \ 4 \ \ \ \ ` \ \ \ \ \ �\ I COLUMN (THRESHOLD) / ' ` \ \ \ \ \ ` ` \ �T\ \ \ \ \ vL r I / / TYP) \ \ ^ �- -\ 6' \ \ \ \ u \ MHS�\0• 1.0'H TYP. COLUMN \ \ \ \ \ ` \ \ \/ \ \ \ �p �\ „\ \ \ \ MHS / 1.010 / / TOP=68�.96' / /\ 0 3' (W) DOOR ` 190 \\ \ \ \ \ \ \ \ I TOP=676.13' I I ` i� i % / INV. ll6 673.74' PVC-LAT / (BREEZEWAY) 3'(I'v) \ \ \ \ \ \ \ \ 8"PVC` ;13\ \ \ \ \ \ \ \� \ \ \ INV. 1N=66585'8"PVC / 090 f / 4 \ INV/1N=673.44'8:PV1; (NW) / DOOR \ \ \ \ \ \ \ \ \ \ \ \ /NV.=676.84' \ / ` ` \ \ \ \ \ \ \ \ \ \ \ \\ I I \ INV. OUT=66563'8"PVC 4 I / _/A1V OUT=673.20' 8" PVC \� \ \ \ \\ \ \ \ \ \ \\ I I \ I I ' ✓ I I /� Q OZ \ \ \ \ \ \ \ 12" DkC SD INLET (GRATE) JI,; / I TOP=689.00' l I - / - 1 CONC. / ,sV't, G y A \ ) ® \ \ 1 I I I r \ \ \ \ INV OUT=68500' 15" RCP / / ' / 1 t b� I/ i; b1 \ 3' (W) DOOR / / 3' (W) DOOR ihr' ' FFE=693.45' 3' W DOOR \ \ \ ( FFE=693.46' CONC. ' \ 1 CONC. \ \ \ ( ) ` • \ \ \ \ I I I I I I I Z MECI-1`. \ \ \ O I I I a ` I (THRESHOLD) / \ TOPs69 8 E &"QEtaP=692.83' (THRESHOLD) /\ FFBSMT36' \ ! \ \ \ \ \ \ 1 I p r\1 I I N iv1ATCHLI - SEE S ET C I / �(%T-689.89' ROT=689.90' \ (BSMT.) YARD \ \ \ \ I n I I \ ME mmm MM ' \ 6"DES \ - - . \ ` \ \ \ \ \ \ 1 1 1 t \ \ \ \ \ \ CONC. / TOP BOT692.84J NL i'NYLO _ - ❑ ` \ \ 1\I I I \ \ \ \ \ \ yP \ VAULT A b NLET(TYP) \ p,z J FFE=693.42'Li ® WbOD ' VAULT �° 6' (W) DBL. DOOR / O TOP=692.82' >,� (2) HVAC ON FFE=704.27' L2 \ ` STEPS 1 / , FFE=693.44' _ _ \ B0T=690.50' - \ I'ts(RA/[ \ \ \ \ \ \ I \ \ \ \ W 6" DES \ CONC. PAD \ \ \ \ \ I \ \ \ ^- I CONC. FFE=693.43' \ \ \ \ \ \ \ \ \ \ \ \ 11 1 CONC. O O 6' (W) OBL. DOOR CO1 C. WAL\ \ \ \ \ \ \ \ \ \ \ \ \ \ I I `� f - ` ` 3' (W) DOOR 11 FFE=693.43' / 6' (W) DBL. DOOR 3' (W) DOOR EXT. \ \ \ \ \ \ \ \ \ \ 1 I \ \\\ \ a CONC. _ \ \ \ 1 \ \ \ \ m UGP- - (GROUND) PLANTER(TYP) 6'(W)OBL. DOOR (GROUND) FFE=693.43' !/ I STAIR \ \ ` \ ` \\\ \I 1 1 \\ \\\\ \ \ I _ _ LEVEL 1 FFE=693.40' LEVEL 1 I I / yP SD INLET BLD LINE 6' (W) DBL. DOOR BLD LINE / - - - - - \ \ \ \ \\ \ 1\ 1 \ \\ \ _ _ 6'(W) DBL. DOOR / FFE=693.43' I \ � RACK-F W � I INV OUT=68Z30' 12"HOPE \ \\ \ / I PRE EIF 7 \ FFE=693.43' 3' W DOOR ` - - - - _ _ _ ` \ \ \ \\\ \ \ \\ \ •\� / _ ELEC/ ( ) (3y10"DEC \ \ \ / - COOLING FFE=693. 62' APPROXIMATELOC 1 \ / / _ _ TOWER ON 1 \ \ %� / � - CONC. PAD EX FIBER OPTICS VAULT. 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DOOR CONC. sw I 1 I I TO 6 66' o \ \ \ \ \ \ \ 11 15' WIDTH UN ERGROUND / I I I I \ ^ \ \ \ \ / / / I' ` \ conic. STEPS FFE=704.30' STAIRS \ Q I I I I 1 I INV. �N=664.93' 8' VC N) '� \\ \ \ \ \ \ 4 UTILITYEASEMEN FOR VIRGIN/ / / // y c ,6�I{I 1� \ \ \( \, \ ELECTRIC 90W ER COM Pq Y /r 1 / // r I � PINE --ICI ® - 2TREADS,3 RISERS \ ` - 11 11 1 II II I \\ INV. =6T4 87' 8" ' \C (VW/C \ \ \ \ \ \ \ \ \\ \\ \ \\ O / 1101, II \ r I CANOPY I I \ \ \\ \ \ \ \ \• \ POR /ON OF J 1 3 \ I i1 o o _ 3'(W) DOOR _ _\ EP // 11 II I II I 11 I I \I \ \ \ AppE' . AREAS WA ERL/NE / U DOORDBL. _ _ _ _ w _ _ _ _ _ _ _ _ _ ' 10A _ _ - - } J FFE=693.55' \ - - _ _ / / I I I 11 1 I 1 \ Rf' EN1�y PLANT KETCHE BASED I / I 1 2 \ - - \ WALL = - - -i ` _ _ = _ _ - - r o waLL 3_ ON SAGIS / / / / \ \ , 1.5' w _10 0 _ \ \ I I \ \ \ \ \ 1 1 \ ( � ' CONc. ° _ 69 \ , / / I I I I I I \ \ \ ` \��. 1 1 1 1 CONC y I/ \ 3 / STAIRS" _ - _ - \ \O' / / 1 a� I I I `I \ _ I / / _ - - - - - - \ / I I \ \ CONC. 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AN�UERS I I I _ _ _ _ - - _700 _ _75�/ R - --- --A3 I D1 1871,PG.34 �// L I N I O---------- ZONED.'RA(RU ALAf AS)�jIk-�_� -- \ ------------ - - -n \ / _ py� - - - - 703 - - - - - - - -- - - -- - - -\/20'WATERL/NE EASEMENT \ /�' /\' 1,/ b / �iA' A\ 6"PIPE 1 I ^ / 11� - - I _ _ - - - - - - - - - - - -�- - FOR ALIrEMARLE COUNTY` I _ - - - ��+1 /' ' ' ( / 8"D�O J 1 \\ INV=681.56' ' SERVICE AUTHORITY \ m I / - / _ , / ' ' ' ' - \, DEC / OPP. END NOT FND_T DB. \I �63, PG. 28 \ U I I Y / I \ / I _ - 6� C 8" D psyg\�� �) ,I v / / �� OF C _ /' _ _ _/�AP�RQ TREE / \_ / I I I ` - I -I / \ 6_DEc /' j i695 / �- y L/ -=-� lTR/PL/NE(TYEV _' =i 47"_W 254YT-' / _� �- -' - I I N6°50' •I ,qy7, I / S�L�'7 \�08"DEC // 1 I I- -�- F ' / ' ' \ / / / - I8"DEC 1 do UFO I O i / 5 CMP - ' / '- ' ' _ -' - _ _ -_ _r_ _ - _ - _ - _. - - _ - - - - - - - - - - - - - - - - - _ - _ >2"DEC % _ _ _ _ _ _ / / ' I �- / -INV- (SLIT)=694. 11 _ ' / ' ' 1 APPROX TREE p OF �68 - - \ I ti I \ \ VARIABLEWIDTH PO OF (TYP.) / / 15"AMP INV. (IN)= I VIRGIN/A o I / / 15" CMP ELECTRIC POWER COMPANY ` r OB. 1101, PG. 310 1 \ / / '// / -� - I - \ EP \ `\ \\ \\ \�>\ \\ \\ r \ I \ till \ 416.56'/,, _ ________________-- III N1120 , _-/_/I//'/WON I _ -_ _- \ \ \ \ \ _ UFO �o \ \Vy- 6HRB t O I� �QHFy-�• I 0 Z - - I� y- -ILI_:=_='SIEEP Sal pPE3- _7 _ _ _ - - _ - -' r- - - - - - - - - - - - - - - - \ I \'S_- -1 \ SUP / olo - - - - - - ` ` -t 1 CONC K I UFO 1 _ _ EP ! 1\ / OLL / 1 / / I l `/ I \ .UFO / / CO OHP' ___--- \dHO�---------------\ `\\ \ \\ I \ I / // / / / \ \\ ® --�`P0 % r/ r ----' \ \ T AVENUE I / EP -- uFo- �' / HP snN� - - - \ _ _ _ AOs dHo \ STATE ROUTE 810 FROZE / I♦/ I / CURB t/Fo - - 1_ _ _- - _ _ - -` �� , ` / / = oHP� / - \ (VAR. 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OUT=691.62' 18" HOPE - - - _ - - _ - - _ ' ° ° STEEP SLOPES SD INLET (GRATE) ' - 709- - / (MANAGED) TOP=700.09' INV /N=694.04' 15" RCP / 4 INV OUT=693.94' 15" RCP b SCALE 1"=20' / 0 20, 40' VAA I VMDO Architects vmdo.com 434.296.5684 200 E Market Street 2000 Pennsylvania Ave NW Ste 7000 Charlottesville, VA 22902 Washington, DC 20006 .00090 s �0 0 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • rbemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 Bryan D. Cichocld Z lie. No. 53741 yS87���sSIONALGti Checked By B. CICHOCKI Designed By K. ROESER Drawn By K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 EXISTING CONDITIONS C2n0 I I I 1 II II I I I I \- -ROCK , \ARMOR \ \ / / // , / if ROCKARM�R It / ,� 1\ \ I \ \ I I I I / / / / / // It It I I \ 1 1 I (3) TENNIS COURTS (36'x 18)LU I I \ I I I I \ \ I 1 �W GRAVL LANE II I 1 1 LL I, 1 1 I I ' I \ 1 I 1 1 1 ' I I •{:;I:I 1 / q /\ \I / \ / /,',,',' // TMP 56A1ACLY CHR/STOPHER L. & JACLYN M. SCOTT OB. 4929, PG. 177 L / ZONED: R2 i � BLOCKRl4TAlN/NG I l I / , / I I// I / / I I \ \ - I I I I I I I I 1 :•I:;I;I:;:1:. f / wau1.0'nw) \ / '' ` I \ I I 'I I ' I I ' 1 :�I;:I':I���I��•I -r \ \ I \ I, I I ,I / // I \\ \\ / 111 I II 1 i II I ,\ ::I::I:: I:i�l: I ,- i `. \ \ � / I f 1 I A. ., 4.I.f.l. 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TREE Z \ I I I I I III I y,5 OR/PLINE TYP. \ ' / ' / \ \ \ \ a` \ \ \ \ 1 \ EG L — — I 4 I I 8" PEC / I I i , ( ) �/ i / \ `/\ \ \ \ \ \ 15"DEC \ \ \\ \ \ \\ \ \ rn 1 N 1 '•=20' EP \\\\\w 1 \ tt I I I \ \\ \\ \\ 8 8\ \ \\ \�� \ STIrEPSL P / ,____------ /� /qM %<--__,_ \'\ o \ \ I (MANAG 'SHED \I I I / 1 \ / , \ / �I \ ♦ \ 12`-DEE� \ J — _ \ :�-. - _ �: — — _ \ \ \ \ \ \ \ \ \\ \ \ 9 \\ \ \ \ 1v \ \ I I I 1 I Y , / I , 1 I I / — — _ 6..r/:: — \_—ST£EPa^L PES -- \\ \\ \ \ bv' 1 I ^ : (MANAGED) 15"DEC, ' ' / I I GRAVER '� — — — — — — — — — \ _ �— (— \ \\ \ \ \ 8"DEC \ , I BENCH / \ \ \ ' • ' • ' I I I I / \Nj \ / / / STEEP SLOPES TMP 56-64 I / � �� ,sy��, " MTL. I I� --�qd I I I 1 I� BE �/ ROBERTS. & w _ MULCH (MANAGED) MTL _ ,C MANAGED / \ \: �:: 1: I / / / l } , \ GAME �/ ' ��/ — �/ / PLAYAREA \ BLAIR R. ANDERSON \' ' ' I I I I I I 12^ DE� / \ — / DB. 1871, PG. 34 \ : ; RA! 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END / \, / _ 15"RCPJNI FES \ - - - \ \ \ \ N01`FOUNt� >( -685 INIfOUT= 68202\ — — \ \ \ '� 1 , \ 1 \ I / r 6"DEC r/ \\ \\ \`\/ ' '— L \ _ — \ \ PLANTER •: •�; I , I I W'8 R /' N Lqv' \ /, �i' — SA'dCrSTEPS \ I GONG 68 ASPK WALK, \ \ \ \ \ \ \ \ \ \ \\ \\ 1 \ \\ \\\\\ lUP=676.38' TREADS, 10, 6 RISERS W/RAILO (NLV. 1N=668.15' 8" PVC a UT=667.83'8"PVC O - \ \ \ \ / I — �� \ \ \ \ \ \ \ \ \ \ \ \ MATCHLINE -SEE SHEET C2.0 \ / / / � CONC. l \ \ \\ \\ \ \\ \\ \ \ \ \ \ \ MHQ; : , I �� _ \ \ \ \ 4\ \ \ \\ ir3P-6$g.33': I I I I I ,%' / \/ _ \/ /� ' ' — — / t \�lANTER \ \ \ \ \\ \ G \ \ \ \ \ \\\ \ \ ' , I 1 \ , i ` CrONC. STEPS^ _ CANOPY bs \ \ \ \ \ \ \\ INV. lN= 83.6.15':RCP(N):::: I I l l / —692— 2TREAQS, \ \ \ \ \ \ \ \ \ \ \\ n INV. 1N=6 3.:40' j2'. HDPE: (Vl{) INV. O fi83:4, 0' 15" FZCP / - J I CONC. ' CONC. \ — / ® \ \ \ \ \ \ \ \ \ \ \ �\ — — — < \ \ \ \ \ \ \ \ ST. GEORGE PROPERTIES, LLC CONIC WALL \ \ ♦ \ \ \ \ \ \ \ \ \ _ _ \ \ \, \ \ \ \ \ \ \ \ \ \ � \ / IMP S6A1->-7382 1.3' (W) '18 DEG \ 1 \ \ \ \ \ \ \ \ \ \ \ \ \ . \-WQOD PED. \ \ \ O \ \ \ \\ I \o \ \ \ \ \\ \ \ \ / \ DB. 4967, PG. 722 \_B8/DCE ZONED: R2 CONC. WALL 3' W DOOR C - \ \ \ \ \ \ \ \ \ i \ 2 \ \ \ \ i.3 w O / \ \ \ \ \ �— \ \ \ b 63 \ \ \ \ \ \ \ \ \\ £8OVN 3' (W) DOOR (J FFE=693.45' / FFE=693.41' \ \ \ \ \ \ \ \ \\ \ \ 1 V /CANzn�Y (THRESHOLD) (l YP) ' COLUMN (THRESHOLD) i' \ \ p�� \ \ \ U yp \ MHS�O 1.010 7YP. COLUMN \ \ \ \ \ \ \ \s \/ \ \ \ 8p �\ i\\ \ \ Sj \\ \\ \\ \\\\\\ \` \\ I MHS / 0-� \ \ \ \ \ \ \ \ \ T \ \ \ \ TOP=68�.96' , /\ O 3'(W)DOOR 1.0'OTYP. \ \ 6y� \ \ \ \ \ \ 83. \ \ �\ \ \ \ \\ \ A \\ \ \ s \ \ \ \ \ \ \ \ I TOP=676.13' I _ i / Q i 7 /NV. l/6 673.74' PVC-LAT / \� / 1 \ , ,1' / (BREEZEWAY) 3' (W) \ \ \ \ \ \ \ \ \ \ \ 8" PVC\ \ \ \ \ \ \ \ \� \ \ \� \ 1 INV. IN=66585' 8" PVC I 6'9p , , f / 4 INV.1N=673.44'8:PVC(NW) DOOR \ \ \ \ \ \ \ \ \ INV.=676.84' \ \ \ \ \ \ \ \ \ \ \ \ 1 \ INV. OUT=66563'8"PVC 'IA'rV. OUT=673.20' 8" PVC \ \ \ \ \ \ \ \ \ \ \ \ \` I I 1 I I I I I I SCALEI "=20' Ir IIr— ' 40' CPSD INLET (GRATE) / /ICI CONC. ®\ ®11 3'(W) DOOR 3'(W) DOORINVOUT=685.00'15"RCP FFE=693.46' CONCCONCMECF\!\ \ \\ \\ \ \ \O (THRESHOLD) TOP83' (THRESHOLD) FFE=681.6R YARD \OT= 901, (BSML) . . \zQ N \ \ \ \ \ \ \ 2 \ 1 VMDO VMDO Architects vmdo.com 434.296.5684 200 E Market Street 2000 Pennsylvania Ave NW Ste 7000 Charlottesville, VA 22902 Washington, DC 20006 • 000000 s 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 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 Bryan D. Cichocki Z Lie. No. 53741 yi 45873 Checked By B. CICHOCKI Designed By K. ROESER Drawn By K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 EXISTING CONDITIONS C2ml i / I1. _ : TOP-6$933' I I I .'. M'ANHOLE P' P TO'BE • •,FZECO i i.' \/ _ P�O\T€CT BE /- - \BANTER \ \ ` \ \ \ \ \ `� \ \\ Za \ \ \ \ ` \ \ \ \\ \\ h \ I . . . . , ` _ \ / CONC. STEPS _ J/ CANOPY \ \ \ \ ` \ \ ` \ \ 0, \ \ \ \ �\ \\ t\ Q INV. lN= 83. 6`f5'':RG -ew ,: I I IiII AQJUSTEDP R'FINAL• ',LIGHT..... 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CONC. \ \ V\ \ I I REMOVE SD INLET I / L Fes• I , ,/...' \I \ \ \ ) \ \ \ \ \ \ \ \ \ I I{ III •I I \ / ! .: .., •. N / \ \ \ \ `` �l I I PAD tQ \ \ \ \ \ \ I I I I I I@ r _ r 1 4 - . UREMOVE MANHOLE TOP TO BE -_ ; \ \ EXIST. EQ IPME TO 4EMAIG REM I� \ \ ` \ \ \ \ \ I I I� I I I I I I SDINLET(GRATE) !. • • ' . �• \ ADJUSTED PER FINAL ON I I AND BE f�ROTE TED URIN \ \ \ _ \ \ \ \ \\ I I I I ItiI TOP=689.00, I' - �, . . . . . . . r - ON/CRE C. I A I All \ \ I I I INV OUT=68500'15"RCP �� /' /,III '.'i CCIDEWALKE// GRADING PLAN q C I q \ 3'(W)DOOR \ \ \ \ \ \ \ ® CQNSTRWCTION -_ \ \ �`\ \ � \ \ \ \ I I 0I III I I \ CONC. FFE=693.45' \ � 3' W DOOR \ \ \ \ \ , \ \ \ \ \ `\ I 1 I I I I I Z / f FFE=693.46' CONC. \ O MECI-I\. \ `' \ OI III I Q rs% . . ^ '/` ._ ,' /• ' ` I (THRESHOLD) , \ OP�J.WEL 8"QEYDP=692.83' (THRESHOLD) \ FFE=68L36' t \ \ \ \\ \ I .'1 f '�' %.' Aor sss.89, BOT=689.90' \ I (BSMT) YARD \ � �- \ \ \ `� \NIATCHLINF,,- SEE SF�€ET C ` \ I I F � I I I \ v' - r� kiIII. 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DOOR Exr. REMOJR _ \ ` \ \ \ 1 \ \ CURB (TY .) UGp- - (GROUND) CONC. 6'(W)DBL. DOOR (GROUND) FFE=693.43' RELOCATE / I STAIR I WALL ` ` \ \ \ \ \ \\ \\ \ \\\\ \1 1 I \ \ \ \ \\\\\ \ N X • , / ADJUST INLET TOP PER FINAL GRADES PLANTER(TYP) r\.'', 7 - _ LEVEL 1 FFE=693.40' LEVEL 1 ELECTRIC BOX \ I ` \ \ \ \ ` ` \ \ y 1 1 `\\` \ \ • / - SD INLET BLD EL I 6' (W) DBL. DOOR BLD LINE v / - - - - - - _ \ \ \ \ \ \ \ \ \ ` \ \ \ \ ` \ \ \\ \ 1\ 1 \ \ . \ \\\\` \ � 1 1' 8 NYLO TOP=691.85' \ \ \ \y \ 1 1 a ` I \ / / _ INV OUT=68730' 12"HDPE FFE=693.43' _ _ _ - - - - ` \ \ \ \ \ \ \ 1 1 \ \\` \\\ \ � mot\ • BACK-FL6VV. . • I 6' (W) DBL. DOOR y _ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 1 11 \ \ \\ \ ' I / _P6E E� / ` PROTECT COOLING TOWER AND TRANSFORMER DURING CONSTRUCTION. COOLING FFE=693.43' 3'(W) DOOR (3y10"DEC - - ' - - _ _ _ ` \ \ \ \ \ \\\ \ \1 \` / -,C- I \ / / _ ELEC/ FFE=693.62' - A \ \V A A A V .. 0 V 1 L\ - - V \ A VAV A N / ' . i t COOLING APPROXIMATE LOC 1 A ' / / _ _ _ TOWER oN TOWER TO BE REMOVED ONCE GEOTHERMAL SYSTEM IS INSTALLED AND ONLINE. � •, ...... , , . v A , A V A A V A V A v v A v� \ \ asp - - - v `� VAV A EX FIBER OPTICS VAULT I A A ��-/�� - y - CONC. PAD REFER TO ARCH/MEP PLANS FOR ADDITIONAL DETAILS. TMP56-64E RELOCATE ..,RE�gdW'.. v; '''.'.II.4..'I,'.'.'..• A \ I 1 . A A A v vV , \� \ - � y v V�, I vAVAv A CONTRACTOR TO VERIFY ✓ - ' - - APPROX. LOC FIRE AND DOMESTIC WATER LINES TO BE REMOVED AND REPLACED AS COUNTY SCHOOL BOARD OF DOWNSPOUT (SEE F.ENCE.',', I A \ 1 I I I A v � m \ \ S° \ TS, /'..'.. �., APPg6xcb�Ei - _, - - ARCH PLANS) r,'.'.'.'.'.'.'. , .. I 1 ) 1 v v v v cr m \ \ \ v v v v spN v Q��/®/� _ _ _ - NECESSARY TO ALLOW FOR KITCHEN ADDITION CONSTRUCTION. CONTRACTOR SHALL ALBEMARLE COUNTY, VIRGIN/A j .. I 1 v \\ VA \ v y \ I I A iA' BACVj/�FJg�TER, /y ;'�,', l(2).wrR.• / �� / - ' - - - - COORDINATE WITH SCHOOL TO ENSURE SERVICE IS MAINTAINED WHILE SCHOOL IS IN USE DB. 1044, PG. 498 • ' ' •' • • ' '. ' I I I I �1 I I I 1 v v o m \ v v I v a \ / VgULT - APF�RO� C. B061 CONC. ' ' ' . . . . . ', I 1 1 I I A v ` V 1 Z O A \ I \ HYDRANT AND PIV PER /1 ','.'/ / �� ( �N RELOCATE ROOF DRAIN. REFER TO ARCH/MEP PLANS DB. 1098 PG- 703 /'. ' ' ' 1 1 v A 'z'A \ r A I-T T\ \ 1.,. STAIRS 1 I 1 v v v v v v PLAN / / s'(w)Dec.DooR 1'.'.'.'.'•• APFFr IlR1�L - / I I / ' '/.'.. / 5 ✓ J,,� / FFE=7o233' ZONED: RA (RURAL AREAS) wrRAIL m 1 I \ \ °'cy ` \ \ \ �- , I I \ I I / I / .g9 fj MULTI -LEVEL .. I \ 1\1 \ \ \ \ \\ \ / \ I I l 1 I11l ..'.,....,. RE OVE A . '. TBALL'.... I \ o \ \ \EXCO LE I I / . ' , / / \\ I REMOVE CONCRETE PAD MASONRY, BLOCK& FRAME .. 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REMOVE / , ' - / / / / / / / 11 \ \ \ \ \ � \ \ \ \ \ I 1 _ , I m IGNS _ 699- _ _ _ - - - � \ \�- \ �' � �l / SIGN / REMOVE , / / I \ \ \ \ \ \ \ \ I -� - - - CONCRETE CURB � / / / \ \ \ \ \ \ I I 1 'L \ � / / (�.Ii) / , / / I PROTE(i\T TREES \ \ L \ \ \ o \ \ \ \ \ / I 1 \ I' / / / ` PROT'h6 TREES ` \ \ \ \ I \_ 1 1 1 \ \ q ` I I I - - - = O `\` - - - - �- _7R� / I\ REMOVE CONCRETE I / / I / / I I I 11 \ \� ' \ \\ X \ l� \ ` \ \ I I 1 I r _ \ 700 / SIDEWALK &CURB / , / / , I ` \ \ ` y \ I( ` / \ I b _ _ Oy/T - / / / I \ 1 O \ \ I I _ I - 1 N I - �� - - - - - - - - - - - - - - - - - - - REMOVE \ / / , / / �_ I I / I I \ I \ \ / C \ \ I I-4 1 I _�__� - '-- - -\�-----------------�ONCRETE-CURB \ ��8�� \\ /. // / -' /,/ 7 / �,' //' / /7 / \ �/) 1TI \✓/ I � I I I /I 1 I ---- ---- ------- \ 0 ----703--------------- \/20'WATERL/NE EASEMENT � O� � �' � \ / '- / '/ \/ '/ // 1/'/ / 9 / 'I/ SA t' A\ 6"PIPE -I - 1 _ 1.$'I / _ I ai I „ � "I I� - - I 11 - ' - ' - - - - - - - - - .) �_ ` \ FOR ALYEMARLE COUNTY` / - r /' \ \ J ' \ � ' - - ' � � ' � / // ( ' , ' / ' / - ' ( iA,r' ' �' / I ' 8"D�C / \\ INV =681.56' i t . - oy - _ \ SERVICEAUTHORITY \ \ m , - \, - ( / - - =-(- ' , r / / 8-DE / \ - \ - DPP. END NOT FND �, i 'I, I II I �_ \ -/-- 1\ \ ` _ / OB. `!�63, PG. 28 r ( '\ ,- I �i��1 -' I/ /' - Ii - '- \ "DEC /, ' / 6 EC ,/ /// \ //, /// / d / - ' - /�_ - ' II 0 Y / \\0 �q�,- '\ I /I 1 / / - PQ �' / �' - - 6"DEliC6J6'CF J / - 6"IIEC - - / l - _ - - _ 1- ����APp/?015. TREE \/�- , c/ - ^ / i _ i=_ - I I I,'\ T'-- 1 --� - / / b \\ S,ILr' 1 I U / \ 6"Dt - i --� _ /-- i695- �_ /_L/'------_-_ / �RIPL/NE (TYP.)_' _-^' �// _ ,\ �- �----- - _ - I 1 - Key 1 �Sy lj. _ I - - - - - - _ _- _ _. - ✓ S 7 1 `t./�t" I _ \ ` 8" DEC / / I \ i / i i ' \ s� / / - - ^f _ - � � - - _ - _ / / - _ I I 1 � Y 5 8"DEC 1 \- -tLIFO� /� -15CMP _ -- i -� �+ I - - _ - --- MILL&OVERLAY --- - I I 1 pE ✓ 12"DEC / ^ - - - - - \ / / -' r dNlb (BLIi)=694�1, - r.. / _ _- - _ -� I _ _. _ __ _ _ \ ` �� I 1 I 1_ 7 �� \ -_- �� I / / / Ir I � - - --�- __ _ --- -------- - - - --\ �685- - I �- 1 APPROX. TREE � I / / / ' i � - _ - _ - \ I \ � � ` - _ . '1 I ¢ I I 1 \ r / - 1 ( ) l l 15"AMP --I ` I _\ __ r. . I I I - - EASEMENT FOR V/RGINIA o 16 \ / I / - - - _ _ - I t \ - I \ 11 I ELECTRIC POWER COMPANY ^ ' / / / ' \ \ \ \ \ ` �- ` 1 . f \ I I 1 M - - '\ - ' - OB. 1101, PG. 310 II \ / / / / ' /' , / I O 'I1 \ EP \ \ \ \ \ \� - \ \ \ \ \ 1 .. 1 SAWCUT / I I I // I 11 I ` ��- - / \ \ \ , - �, �� , % , ,� / / i / _ /\ \ REMOVE \\ \ \ \ \ \\ � \� `\ ST IPIN CEDAS I 1 ___ O1 COIN / I I I i I , I I I 1 \ �_ J - - - /� / \ SA CUT STRIPI� \ \ NECESSARY __--___-_- - ` rn \ \`� \\ \ I - \ � �----------- - \\ STOPBAIY \ ' ` � \ , �` \ II I Ep __-- - K&S\URB -\ \ \ I / / _ _ -UFO I \ \ \ \ I I I I I `\ -- � � �_ - _- _ ------ TOREMAII\I \ woo\ \ / I ___ `� I�� H\-\�^` \ 0 z _ - I. y- =_ - -STEP SJ"DPE3' _7 _ _ _ _ _ _ -' - - - - - _ - - - - -'- _ - - - - - - o\ °' \ I \ I I I / /-------_=�'_=5----' \ _ �U / - ------ ow pwwc r\\ ` ` \ _��` : f.�-rN1ANAG_Et7J. - \ \ \ \ 1 m ` 1 row I / / / / ' _ w \ \ UFO �- 1- \ I \ �1 _ _ _ _ _ - _ ` g o I / I I I � \ CONC. W - I - / / - \ / _ _ _ \ T I - - -OT _ _ _ _ _ - - - ` \ I I 1 I f / / ) `/ I UFO ' / �P� ` _ I "" - _-��--------- ~EP ` \ \ oo l � 1 f / l _ ` 1 _ /- �h \ UFO I \ \ I _ _ - - - - - - - -��dH \ \ � � I \\ ) I l If EP \ I ` \ \ - UFO_ -__- \- -' � �/' / 6H �/ fI - - = - - - _ _ _ \ - _ - - - dA/o \ \ STATE ROUTE 810 �ROZET AVENUE / ) \ - _- / / / 1 -// I / \\ CURB ` - \ - _1$UFO� 1----=---` - �� / , -OH �'- GRAVE SAN - dyp \ DBR1 96, P I i I / / / / /// EP \ \ -\ -UFO � A \\ UFO - -V `---- y � -/ / / - // / / OH� ONP LEGEND: ENTR. / MHS / / / / / C&G - \ , - __<-�-`__- �-� �� I \ , / EP / TOP=704.>4' MILL &OVERLAY Ho / / \ UFO\ _-- _--- �l ` . , I I � I ' OHP-/ / INV 1N=692.25' \ / / , W� \ _ - - s - - _ _ - \ I ° bp ' ® REMOVE CONCRETE INV. OUT=692. T / '/ 1 I I �.� _ - _ ! - '- I MHD �05' / / EP I 15" R -�� - - - - _ \ t > / / 1 1 P=688.72' / t \ 1 / - - _ _ 1 \ / f7 / / / INV. IN=685.26' 18"HOPE / Nam' / / Cgs ` 11 __ - - i � _ _ _ _ _- � I ` � / @ / /OH / SO CURB INLET W/MHD INV. OUT=683.14' 18"HDPE `\ \\ REMOVE CONCRETE REPLACED AS / 11111 _� - - _ - _ - - 7 1 ` ` P�� \ ` TOP=688.38' \ \ NECESSARY _ \ 1 ' Ho _ --� _ _ - ' - I I \ NOTES: OH ' „ (ADD ALTERNATE) ---- _ � co vc. swK ` 1 \ / dHo � , ' I ' - I I SZ)n ` \ 1. PRIOR TO THE START OF DEMOLITION, CONTRACTOR SHALL VERIFY THE DEPTH AND LOCATION OF ALL UTILITY \ \ - � �! _- - _ \ _ / - I I I I pHp l /I LINES THAT ARE TO BE REMOVED OR RELOCATED, ADJACENT TO EXISTING SCHOOL BUILDING. CONTRACTOR \ Q L ��- _ _ _ _ _ _ ` � - _ - - - d I / r I I I I I SHALL COORDINATE WITH OWNER'S REPRESENTATIVE TO HAVE PRIVATE UTILITIES LOCATED. CONTRACTOR El REMOVE ASPHALT EP s� - - _ _ _ _ -705� ` ` ` - - I ! OH I I / SHALL NOTIFY THE ENGINEER UPON DISCOVERY OF ANY DISCREPANCY BETWEEN FIELD CONDITIONS AND £B OhN - - _ _ _ _ sOcuRBInuELw/SR�ITE ` `' - - , - `ram / CONSTRUCTION DOCUMENTS. C&G �- - - - - - - - - - - - - - - - - - - - - - - \ / (� I / / � _ _ _ - - - - - - - - - - - - - - - - - - - - - --TOP�7ob �'?Fl✓) \ - _ - I I / / / 2. CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT SCHOOL PROPERTY TO INCLUDE BUT IS NOT ® REMOVE GRAVEL / � � ---- - - -------------------------------hVb:-Gt/T.=694.12'15"'13CP ` _- - - - _ _ - - - - _ _ - - _ - - - - - - - - - - - - - \ \ \ \\ \ ` ' - \ ` - - - \ \ - - , ' ' / / LIMITED TO SIGNAGE, BENCHES AND OTHER EQUIPMENT. ITEMS THAT CAN BE MOVED SHALL BE RETURNED TO / CONC. SINK - �- - - - - - - - - - -- - - - - - - - - - - - - -_' - - - - - - - - - - - - - - - - I \ J ` \ \ \ , / / MHD OWNERSHIP FOR STORAGE DURING CONSTRUCTION. -� __-- -- ___--- _ - -- __ - -- �p \ \\ - i TOP=ss577' MILL &OVERLAY _ _ - - - _ _ - - - - _ - ' _ - - ' _ - 710 � - - ' _ _ - - - - � 0 ` " ` \ ` \ - - - - - _ _ _ - � I INV. 1N=691.71' 15"RCP 3. ALL SIGNS THAT ARE TO BE REMOVED SHALL BE RETURNED TO OWNERSHIP. .-__�- - - - - - - - - - - -- - - - - - - ' -_ _ - - �_ _ _ -_- - - - - 1 \ \ \ \ \ � I - INV. OUT=691.62' 18"HDPE 4. ALL MISCELLANEOUS EQUIPMENT NOTED TO BE RELOCATED SHALL BE RETURNED TO THE OWNER. CONTRACTOR - - - - - - - - - - - - - - - - - - - - - - - _ � - ' _ - - - ' o y \ ` \ SHALL COORDINATE WITH OWNER ON FINAL LOCATION OF ALL NOTED EQUIPMENT. SCALE 1"=20' - - - - _ - _ - - - _ - - _ a o REMOVE TREE _ _ _ a 5. PRIOR TO THE REMOVAL THE UNDERGROUND FUEL TANK AND ASSOCIATED UTILITIES, CONTRACTOR SHALLPE �___ -- _ - 1 - - _ _ _ - - ' ,710- - _ - - - - _ , _ _ - ' STEEP SLOPES SD INLET (GRATE) PROVIDE A TEMPORARY ABOVE GROUND TANK FOR USE DURING THE WINTER MONTHS OF CONSTRUCTION. . 20' . r _ - - 709 - - - / _ - ' h (MANAGED) TOP=700.09' UNDERGROUND TANK SHOULD BE REMOVED PRIOR TO THE START OF CONSTRUCTION OF THE KITCHEN INV. IT=694.04' 15"RCP ADDITION. CONTRACTOR SHALL FOLLOW ALL REGULATIONS ASSOCIATED WITH THE REMOVAL AND DISPOSAL OF ------- SAW CUT q R INV. OUT=693.94' 15" RCP THE UNDERGROUND FUEL TANK AND COORDINATE WITH ALL REGULATORY AGENCIES ACCORDINGLY. V M 1) 0 VMDO Architects vmdo.com 434.296.5684 200 E Market Street 2000 Pennsylvania Ave NW Ste 7000 Charlottesville, VA 22902 Washington. DC 20006 s00000 I �a TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • rbemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 `r#73 Checked By Designed By Drawn By Bryan D. Cichocld Z lie. No. 53741 .'b- B. CICHOCKI K. ROESER K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 DEMOLITION PLAN C2.2 — —ROCK \ \ I NOTES: \\ARMOR / 1 °OAL \ \ 1. PRIOR TO THE START OF DEMOLITION, CONTRACTOR SHALL VERIFY THE DEPTH AND LOCATION OF ALL UTILITY LINES THAT ARE TO BE REMOVED OR RELOCATED, ADJACENT TO EXISTING SCHOOL BUILDING. CONTRACTOR SHALL COORDINATE WITH OWNER'S REPRESENTATIVE TO HAVE PRIVATE UTILITIES LOCATED. CONTRACTOR SHALL NOTIFY THE ENGINEER UPON DISCOVERY OF ANY DISCREPANCY BETWEEN FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS. 2. CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT SCHOOL PROPERTY TO INCLUDE BUT IS NOT LIMITED TO SIGNAGE, BENCHES AND OTHER EQUIPMENT. ITEMS THAT ` CAN BE MOVED SHALL BE RETURNED TO OWNERSHIP FOR STORAGE DURING CONSTRUCTION. I / 1 1 \ I I / 3. ALL SIGNS THAT ARE TO BE REMOVED SHALL BE RETURNED TO OWNERSHIP. y - \ ROCKARM�R \ \ I \ \ II I I I r / SCALE 1"=20' 4. ALL MISCELLANEOUS EQUIPMENT NOTED TO BE RELOCATED SHALL BE RETURNED TO THE OWNER. CONTRACTOR SHALL COORDINATE WITH OWNER ON FINAL LOCATION OF ALL NOTED I I \\ 0 20' 40' EQUIPMENT. 1 \ \ I I I I 5. PRIOR TO THE REMOVAL THE UNDERGROUND FUEL TANK AND ASSOCIATED UTILITIES, CONTRACTOR SHALL PROVIDE A TEMPORARY ABOVE GROUND TANK FOR USE DURING THE \ \ \ \\ 11 I I ' I I _ ✓' / WINTER MONTHS OF CONSTRUCTION. UNDERGROUND TANK SHOULD BE REMOVED PRIOR TO / / - - \ \\ \ \ \I \ 1 1 { \\ \\ I i ^ / THE START OF CONSTRUCTION OF THE KITCHEN ADDITION. CONTRACTOR SHALL FOLLOW ALL _ _ _ REGULATIONS ASSOCIATED WITH THE REMOVAL AND DISPOSAL OF THE UNDERGROUND FUEL TANK AND COORDINATE WITH ALL REGULATORY AGENCIES ACCORDINGLY. x / I�------ I r.., I I 1 I I \ 1 I \ I I I I I \\ I \ I A - c4'o I I I \ I I I (3) TENNIS COURTS (36'x 18) I I I \ 1 I I U 11 \ \\ II I I I 1 1 I / /' / I ,/ /' ; I // / /',','/ / zs,Mr,,.n /T... r_L—_ it w+.ert•eaLu LL I I GRAM�/ LANE[1 I I ? I I � \\ '1 1 I I 1 I ' I I f/ I // , // , I /; / /,////// / _'.'. •;1.� <.�,". .,gin I T�— I I I I U !Z/ \ I I I I , \ I I 1 I I 7::: 1' : I. I , \ r• / \ / / I / / / i e .aw„n,b A BLOCKNwG I fI DIVERSION STRUCTURE WALL 1.0'AW)NITS REMOVE FiENC STRUCTURE. DETAIL PROVIDED FROM PLANS DATED 8/22/1988. I I / X--�- �_� EXISTING DIVERSION STRUCTURE 1 ::I::I::. No Scale \ I 1 I II { ' \ 1:1:1:1: ve 03 MHS TOP=670.43' 1 1 ' r — \ I ` \ � � \ I 1 I I , \ \ : 1: ; ' � C ; ::: LI. \ \ \ \ I I I I / INV. 1N=662.97' 8"PVC (S) \ "OOD BOARD 1 1 I I I \ I I I: J I I I , INV. 1N=663.21' 8"PVC (W) \ I ftNCE MHS OUT=662.78' 8"PVC \ 1 { 1 1 STEEP SLOPES I ` (MANAGED) IINV.N=663. 56'8"PVC INVOUT=e609' 8"PVC LEGEND: REMOVE CONCRETE REMOVE CONCRETE (ADD ALTERNATE) REMOVE ASPHALT REMOVE GRAVEL MILL & OVERLAY REMOVE TREE SAW CUT I\ \ I REI OVE FiENCE I \ \ \ I \ \ \ I I I I I I I 1 TMP 56-64E \ \ I I I I I COUNTY SCHOOL BOARD OF \ T \ I I I I 1 1 ALBEMARLE COUNTY, VIRG/NIA DB. 1044, PG. 498 DB. 1098, PG. 703 ' 1 I ZONED: RA (RURAL AREAS) I I I \ \ \ \ I I { \ MHS I 1 1 , I I I I I 1 TOP=67L62' / 1 INV. /N=670.82'8"PVC ----- 1 \ ININV.OUT=670.54'8"PVC RELOCATE 1 I GOAL ` \ I ELECTRIC PANEL PROTECT \ ` \ \l I I I I I /' EXISTING APPROX. TREE I TREES TO DR/PLINE(TYR) MfuN \ \ \ 15"DEC \ I I I I S 8" EE / I / 1 / / ` `h rn� \ REMOVE C� \ \ RELOCATE SHED. SE1 / 1 — — — — — — — — \ \ STEP SL P •i •]:�, I / l _ — — — _ I / PROT T�IS'T NG \ \ \ \ 1 I (MANAG 8'x8' SHEETILI.O FOR NE 1 / \ ^ — 12 O / REMOVE PLASTIC / \ _ — _ _ _ \ 1 SHED LOCATION / / 1 EF / / \�. — _ \ BORDER — — — TREES T9 RE \ \ \ \ \ + \ \ \ sLOf Es AGED) >5"DEG — — _ l I I I ( /' /' / _ \ r — — — — — — — — — — —� — — — _ — _ \ \ r \ \ \ \ \\ \\ \ \\ 1 \ \ I / / @" DEC — \ I I / MTL. \ \ 26 \ \ \ \ \ 1 8" DEC 1 \ /' ' ' ...•.,.•. / / _ — I / CI BENC \ _ / / STEEP SLOPES . .-':)::: I I I / I I M L. / rr lI� / BEr /, 1 . / ^� — / MULCH (MANAGED) \\ \ \ \ I I Y'.'.'.'.'.'.'.'.'. ; I / ,' l Acw ` �. — MTL. C7i 'GAME •. PLAYAREA / — H \ / \ \ \ \ \ I \I I 1 \ \ / I I \ (SWINGS) \ \ 11 \ \\ \ 111 ' (\ RELOCATE — /� `' / f \ / 1 1 I\ \ \ \ . I� \ \ MTL. I I \ \ \ \ \ \ \ \ \ \ \ \\ 1 1 I \ t / \ RELOCATE \ `\ ): ::: >::: \ . I , I I 'REMOV9 EXISTING \ BENCH I b \ l I6^PE \ / ADJUST AME RAGi< ` 15"D \ BENCH O \ \ \ \ tl BIaRET NTI N �ACILI \ MULCH PLAYAREA .6, BENCH \ \ 15"DEC\ O I \ \ \ \ \ \ \ `\ \ \ \ 1 I / \ „ TO MARCH FINAI/ EC \ I \\ C kENC \ (SET EQUIPMENT ( (RAMP) '. GRADE / RELOCATE EQUIPMENT 4 \ 1 1 \ \ EQUIPMENT (SEE LANDSCAPE PILANS \ \ \ \ \ 1.. •,I, 1 �/ \ \ I SWM/BlO \ \ - ELORDEC TO REMAIN \ \I I I I\ \ •'/, C0=686.54' RDER ., .',.',,.''.'� .I . • / \�33,(w) / I \ EQUIPMENT \ / 8s \ 1 1 \ \ - / ( I \ \ - - �\ \ ` \ \ 10"DEC ..IL I \ \ \ \ -- / TO REMAIN \ \ \ \ \ \ \ - RECOGATE . ' .ASPHA'LT; ✓. � ' •. • ' . %`'. ' . .9oRpEq REN10\FE C.UL.VERT'PIPE \ / �/ 1 \\ \ \ \ / I / .... BENICH / ', . •, . ••'0 . . /, . '633;JW) . I / PLAYAREA ' \ I \\ \ \ \ \ \ \ \ \ \ — CH STEEPSLOPES — i;:/:� ( Q•', I I\ \ \ \ , .ASPHAL•T / \ \ \ \ \ \ (CRITICAL SLOPES) — II I (::,; : : 1 / I I \ / I 'I::. f, I Ia. I / l \ \ \ \ f.r.' .' .' /.' \ (J-GYM) \ I \\ \ \ \ �� 2 4„DEC \ \ \ \ REMOVE( Vif / / - 1z^RCP- .. . . 1 \ \ \ \ \ \ \ \\\ 13, 10'DEC _ \ \ \ \ \ \ \ \ \ I REMOVE ROCK AR _R- — 1 :/ : '' I �EMOVE \6 \ PLASTIC \ _ _ s -4Nu=6B0.44' - - - - / I \ \ \ \ \ \ \ \ I; l / l \ c9 "" / P -7 1- 1 RE OV�P4ASTIC \ \ \ \ \ \ I z BIORETENTION FACT T`L _ \ ) t SIGNS � �; '` �� BORDER\�� M \ y ,.'.1. . . .'. \ — — / — —' — BORDER \ \ 1 I \ \ ` c \ \ / / / 3"RCP \ LH9[N-LINK � r o •� ` REMOVE \ `/ y —INV.= 680.44' FENCE- (:::: I 1 I • a . \'GVRB\ \ J — — _ . / ' _ . \. 20' SA TARP SEWER EASEMENT \ \ \ \ \ \ \ \ \\ \ \ _ REMOVE \ \ I _ - - / PA ASP\ 8"•RLASTIC — FEN��\�\ \ �\ \\\ \ FORARLE COUNTY \ \ \ \\\ 1 \ _ — — _ _ _ _ PATH \ \ 1 \ \ SERVIC ` \ INV. /1 _ _ _ y I \ / \ \ \ \ \ DB 76 PG. 96 \ T \ . . . . {1 _ \ \ (OPP. END / /i // \ / — — — 15" RCPJtW FES — �. — \ \ \ \ \ \ 't \\ \\ \I 11 \ \ \ NOtFOUND i' /i ��♦,/ _p� lNIlOUT=6_82`02' b' — \ \\ `\ I• \ II \ 1 \ \\ \\ \ \ \� J�S2 N O 1 / r > \ EMO\VESIGN� / 'REMOVEPORTION - - - - - - - - 68s • \ \ \ \ \ / V \\ \ \\ \ \ \ \ \ o\ \ \ \\ 1 1 , IC 1 R - - I l'.'.. / ... f .. ARID ISLAFIR /� �/ - �- - - flF-1S" RCP _ _ ` I . . . . \ \ \ / / / / CONE — , M1 \ \ \ \ l \ PLANTER _ — _ \ \ \ \ \ .. �.t.—;la•8 •.�'.'y. IIII / _ _ SON�STEPS _ — _ \ \ \\ / \I \\ \ \\ 3 \ \\ \\ \ \ \\ \ \ \ /// / _ \ \ \ \ \ I I ....�I, . • • ..... ......:.� •=, \ / / SPH. WALK / _ _ _ - _ REMOVE�9NCRLT� \ \ \ 1 \ \ \ . ?j ,�/ / /. . ' / 5TREADS, ` _ 'STE AND RAMPS \ \ \ \ \ \ \ \ P=676.38' :r: 1 I I .� \ /% / / // 6RISERS W/RA/L M. \ \ \ \ \ \ \ \ \ \ \ \ \\ INV 1N-668.15'8'PVC RELOCATE / I , 1 4',;. \/ %/ — \y - / / / I — \ — \ \ \ \ \ \ \ \ \ \ \ \ \` / 1 \ \ \ / UT=66783'8"PVC LIGHt:P.01-�:: / / •I' '...... .... .... /� 5P .'��( � / 690 � \ .. _ \ .. ' . / - ` \ \ \ ` \ \ \ \ \ \ \ MATCH INE - SEESHEET2.0 / ..... 1� DEC iDP-6$933':; I I MAN LE Pp'.PTO'BE )�EL'O i i.�'.'� \/ P� T�CTBENCH /� - / NTER \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \\\ INV. = Af.JUSYEDP FINAL• . it 2TREA \ \ \ \ (D N r I i / . ` �\ / CrONC. STEPS— CANOPY \ \ \ ` \ \ \ \ ` \ \ \ \ \ \ \ \ Zas \ \ \ \ \ \ \ \ \ \ \ �\\ \ \\ \ 1hi IN 83.56 95'':RGP(N):;.: I I �'.... „ER UIGHTPOLE /,/.... /. / C ANDLAMOLSCAPING —692— -- Qe, gyp) \ ` \ \ \ \ \ \\ \\ \ \ \ \ \ \\ INV. 1N=6 .40' 12"lIDPE: IN,: I I GRAQING._P.L4N• ..... _jai r_._ _ _ _ / / _3RlSrERS INV. N; E$4;13:4 a .. v ) SAVVCUj .._. _ —. — • / J I ..••/.... // / U/ % / / / / . _C t \ \ ` \\ \ \ \ \ \ ` \ \\ \ \\ \ \`\ \ \ �\\ —WQOD PED 18"DEG0' 15'' RCP:CONICINV. O 83:4® \CONIC HAREM� 'AS \\ \ \ �� .I I. / , 3' (W) DOOR NC \ \ \ \ ( �• — / / / 3'(W) DOOR FFE=693.45' \ \ \ \ \ \ \ % % / _ /CAN9�Y / (THFFERESHOLD) OLD) (THRESHOLD) ` _ — ( COLUMN (THRESHOLD) \ \ \ I2ELOC{AT.E // II MHS / /TYPi �\0 1.0'H TYR \ \ ♦ \ \ N - \ \ \ \ \\\\ y\\ COLUMN \ \ \ \ ` \ \ \ \ \ �/ � \ \ �p0 \ \ �\ i\ � \ \ \ \ \ \ v\ \ \ t \ I MHS I ✓ !/ . . . . . I I TOP=686.96' y\ 00 3' W DOOR 1.0' L3 TYP. ` \ \ 'Gy0 \ \ \ \ cPS, \ \ \ \ \ \ R\ \\ \ \ .s \ \ \ \ \ \ \ \ I TOP=676.13' LIGHT POLE \ \ \ \ \ I REMOVE PORTION I I • L '� " i'.'. �• r " ", NV. 16673.74' PVC-LA,T(' / ( ) 3'(W) \ \ \ \ \ ` \ \� ` A \\ INV. IN=66585'8"PVC 69' / !� • / / REMOVE CONCRETE PORTIOWOF SAM ARY \ �\ \ \ \ \ 8-PI OF 15" RCP I �.' • ' ' ! f INV. 1N=673.44'8:PVC,rvW) DOOR \ \ \ \ C \ \ \ \ \ \ \ \ \ \ INV. OUT=66563'8"PVC \ \ \ INV = 676.84' \ \ \ \ I ->• /, ,',' V.OUT=673.20'8"PVC / WITHIN BREEZEWAY \ \ SEWER�INETQBE \ \ \ \l \ \ \ \\ \ \ \ \ \ \\ I I c \ /,! ,a.l.. ...•/fl•.../. N / / CC \\ RELOCATED (S€E ARCH �\ \ \\ \ s \ \ IllIIIIl12"DC I \ PLANS \ \ \ \ I EXIST. CONIC. \ \ 1 I REMOVE SO INLET 1 — F✓' / �I / / 1 \ \ ) \ \ \ \ \ \ \ \ \ \ \\ ♦ I l{ I I l ,I , \ j� • N I /j '... , MANHOLE TOP TO BE \ \ \ PAD _ ; \ \ \ \ EXIST. E UIPMENT TO I�EMAIf� \ \ \ \ \ \ \ \ \ I I I I r REMOVE \ REMAIN SDINLET(GRAT0' !• ADJUSTED PER FINAL I \ AND BE ROTE TED URIN \ \ \ \ \ \ \ I I I I I I . / f �i.'.' CON BETE / colvc. < \ > ® \ \ � Q G �I'I "i GRADING PLAN q \y 3'(W)DOOR \ \ \ ®l \ ® I CQNSTRWCTION INV. OUT=68500'15"RCP / �IDEWALK / 3'(W)DOOR I t \ I, %./•11.G 1 •/,'..'.I CONIC. FFE=693.45' \ \ 3' w DOOR \ \ \ \ \ I I I z I / , ( FFE=693.46' CONC. ' \ I \ O MECI-l\. \ I Q I I • ' ' _ yX /. •i' ' I (THRESHOLD) / \ TOP 9&.BPE-C &"QETbP=692.83' (THRESHOLD) ( FFE=681.36' \ ! \ \ \ \ \ \ \ I I O I I N I /� /•..�'—. �'.., •!•�-/'.'..',• \.. ._ 90' �� \ \ \`\. ♦ \ \ �'b �\ `. \ l lc�o.11ll�l,ll \. \ �D'T=689.89' BOT=689.\ (BSMT YARD v \ V M 1) 0 VMDO Architects vmdo.com 434.296.5684 200 E Market Street 2000 Pennsylvania Ave NW Ste 7000 Charlottesville, VA 22902 Washington, DC 20006 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • rbemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 `r✓73 Checked By Designed By Drawn By Bryan D. Cichocld lie. No. 53741 2/S/Z( Z B. CICHOCKI K. ROESER K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 DEMOLITION PLAN C23 \\ Z \, / 9 I \ p9' J. . I I (5 SPACES) \ (5 ACES) ��p ` (12 SPACES) `�, : ; : • ; : I I 1 1 \ \ \ \ \ , I � / \ eB � \ I 1 I I \ ` \ F�M RGEN CCES3LT� qE CON ZED IN R R TO \ \ I \ 1 I I I \ \\ \ \ RD _RUC T I FEfENTION, \683 \ \ \ `FACIZ TY ANC LOPE I 699 \ 699 A EP ' �l \ EP I I JI I I \ / �\ v —o— ` \ 00 I I I p CURB I y L \� \ s O P IP F' _ _ _ \ I tiQ. I I I 1 - I II I I IP - - - / - - - - y I I SSF I I _ _1 I I \ OPEN PsdNDJ\ 'FRONT SETBACK 11 II I I --I-- -- d01 -__ -J 01 — I I\I I �I� / p U o ro CL TMP �6-64 I I - \ — — — 0 O T SET ACK \ I I I I \ / / I \ \ \ `I TIP ROBERT S. & BLAIR R. ANPERSON� ' I - - - _ _ - - ° n - - - - - - - - _ - - ' DB. 1871, PG. 34 I I\= - 702 j ZONED: RA(RU� 41_AI�AS) - II I �- 702 - - - - \ \ 1 I p _ - �F . . , , , \I I r 1 T 1 I I II I _ — ' — — — , — — __ _ � I I Jr — TIP TP , TIP , � 6"PIPE 1 I z �I \- - - ' \ ' P I TP TP " s / TIP WV.=681.56' ai ' \ 1 1 �.',: ✓ / / 86 \ 8" DC \ OPP. END NOT FND_ / • ' \ i — i ' / OF 6;ZrEC _ 8"DES _ ' --- - - - - -- \\ 'l / - /1�__ � /--- .' \ — / b O \ b ` ,' I / / ' DRIPLIINE TTYP TIP / /� � 8"DEC / 1 —[) %_ _— U i' — ID ___' — _ — --�'_ -- / __ _—. b 8"DEC TP _ Odq— l 1_t I F i i . — F = __ __1— MP _ 5" C — — — SF _ _ - _ _ _ I 1 - — w - d — I II 12 DEC _ — — — — — — TP I I q�`:F":`:!; r (NFL (OClTJ=694�11 — —=— ' — _ —� . . _ _ _ = — — — — — — — 1 APPROX TREETP OF - II a I \ OF (rrP.J 15"�MP :.:....:.ii.ii.:::•:: \ 704- INV (lN)=898.�5 I UFO EP \ �_N11°20'54W /i �✓ /� i' \ I \ 1 �\ \ \ \ \ \� / 1 ___ _` _ — — 1\\\\ loll _ — � _- ,- ----- � _______- _-- \ �( \ \ \ I — �•— _ _ _ — ' _ _ ' ' _ — \ \ \ _ _ _ -- £dR8 \ UFO — ?X�eHp\��'�l ° -- _ _ __— S _ _— _� �_______—_------_--- 'o\ \\ \ UFO \ I \ ` \:�� Ago NA E4J.-- —�-- — `� `\I co UFO _ — _ — _ — — _ 00 11 / / I / I / / / / \ IP CONCH — — — — — — — — — — — _ EP \ \ r \ / o / I l // / 1 \/ \ UFO i — / /��h / /, �P_ \ �--�--- -- - -- dyO�705 _ _ - �\ \ 1 \ 1 // / / \ \ ® _— \ UFO / - f / �OHP—' / ---- - 705 �dy0 \ I - _ / 1 / / EP \ I \ \--UFO _ _ \\oH ROZETAVENUE J / =/ I \ --- \ - SANS _ _ _ \ dy° OUTE 810 " �Y I / / \\ CURB _ —1$ _ —� — — —� / / / i ' s \ STA R \ —\ - TE (VAR WIDTH R / / / \ ` ` — UFO _ _ _ = j _ /_ — i / / / � OHP / 4PiL GRAVEL `// \ \ Dg, 1096 P6. 741 / , EP \ p T __\ —_�_— — / OHP / ENTR. / MHS / /' / / C&G y UFUFO =<_^_ _—� J-�`— _ I %` ' / °HP_" EP / TOP=704.14' y° / / �_ \ _ — _ = — — I / / / INV. IN=692.25'8"PVC \ / , —W— \ \ — — — — _ \ I 4 I bH INV. OUT=692.03' / '6 I 1 I _ _ ��_ C - — — — — — — ` , / ' 1 I I i MHD /105/ EP I ' , R _ _—� � OHP /TOP=688.72' / l �_ I / / / 9 / /OHPI — / / SO CURB INLET W/MH� INV. 1N=68526' 18"HOPE, , / l —1 _` \ / / 6 / , , INV. OUT=683.14' 18'HgPE / — — — — r _ \ OHP TOP-68 38' INV IN=681.24' 18"WDPE \ \ — — IP d OH / / / / , INV OUT=661.18' 1 HDPE \ \ CONC. SINK —_ — \ \ — HO / �„/ EP OHP imm�____----______=====scvRalnuF�wrsR�lr --- d/ / / / C&G —��--- —--—————— -- — — —— / I ( I / --- / — ------------—--— — — — — —— TQP�705713�'�F7{----- / — — — — — — — — — - — — — — — — — — iNb�0UT�694.12' 15"RCP TMP 56-61 / 56-62 / / - - _ — — — — — — — -� -` \ \\ \ ` ' �\� - - '- \ I \ / / COUNTY OFALBEMARLE, VIRGINIA 1 / CONC. SINK _--- —_ - �__—----_—_ —-- / t ,' MHD / / DB.1132,PG. 26?/ _ -�__� / ZONED: _ _ _ — — _ � � _ TOP=69577' / / 7mi — — — — — —I L IN 9�/T 69162'118"HDPE — — — — — — — — — — — — — —710_ i — — — ' ° ° I STEEP SLOPES SI) INLET (GRATE) ' _ _ _— — = 309' _ — _ / ' _� — ' m 1 (MANAGED) / TOP=700.09' lNV N=694.04' 15" INV. O�/T=6 5-RCP/ 6"DEC % I - - - - _ _ _ _ _ -/ JOHN IBB8 LOONI -------- R_YA_NPAIC�ROSSLC DL - 5006, PG. 6 ZONED: R2 (0.52AC.G/3) 1 13.5' / (SEE PROJECT MANUAL SPECIAL CONDITIONS I SAF I SUBSECTION 1.4 "STIORAGE AND STAGING SAFETY" I p / / ' I FOR ADDITIONAL NOtES AND RESTRICTIONS ON THIS 1 / / I I (PROPERTY. I / I I CE I 67' / SAF SSF I / ag/ / SAF/6 1 76.44' 1 1 / I I I I I I 100' I 1 5' 1 95' 1 1 1 1 i / EROSION CONTROL LEGEND LIMITS OF CLEARING AND GRADING - j SOIL AREA DIVIDE SAF —SAF SAFETY FENCE 3.01 19,850 SF OF TEMRORARY DISTURBANCE FOR / CONTRACTOR STA6NG, STORAGE, AND PARKING. (CONTRACTOR SHALL STAY WITHIN THE LIMITS SH�WN ON THIS PLAN AND SHALL NOT DISTURB ANY / I II I 11 PORTION OF THE ADJACENT WPCg3UFFER. CtNTRACTOR SHALL INSTALL ALL E&IS MEASURES 1 I SH WS PRIOR TO ANY DISTURBANCE IN THIS AREA 1 I 1 I AND SHALL MAINTAIN THE PROTECTIONS I THRPUGHOUT CONS1\RUCTION. UPON COMPLETION R 1 I I OFITHE PROJECT C NSTRUCTION CONTRACTOR ' SHALL MAKE BEST FFORTS TO BREAK UP ANY I COMPACTED SOILS IN + IS AREA AND SCIARIFY SOLS PRIOR TO STABILIZATION. CONTRACTOR SHALL PERMANENTLY STABILIIZE AREA AND I RE LACE ANY EXISTING LANDSCAPING THAT WAS REMOVED FROM I THE AREA. I I I I I I I I I I I I I I II I I I 1 I I 1 I I f 1 I I I I I I SSF SAF / I I I I I h I I I I I I I I I I I / I / I / A CE CONSTRUCTION ENTRANCE 3.02 SF X X SILT FENCE 3.05 38\p3 \\ \ \ / / / r � SSF m SUPER SILT FENCE 3.05 IP ® INLET PROTECTION 3.07 CIP ® CULVERT INLET PROTECTION 3.08 DID PO PO DIVERSION DIKE 3.09 RWD --===O� RIGHT OF WAY DIVERSION 3.11 9 / $T SEDIMENT TRAP 3.13 OP OUTLET PROTECTION 3.18 TS TEMPORARY SEEDING 3.31 PS PERMANENT SEEDING 3.32 �� / £8 Ob'N / MU MULCHING 3.35 / I 1 8— P TP TREE PROTECTION 3.38 NOTE: CONTRACTO TO COORDINATE SA ETY FENCE I LOPATIONS WITH HOOL TO ENSUREIEMERGENCY / SCALE 1I=20' I DC DUST CONTROL 3.39 EGRESS PATHS APE MAINTAINED. CONTRACTOR TO ADJUST / SAFETY FENCE AS NEEDED DURING CONSTRUCTION TO I TSD s TEMPORARY SLOPE DRAIN 3.15 ENSURE SAFETi OF STUDENTS AND FACULTY AT ALL TIME 10 2 � 40' f I * "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER V AA I VMDO Architects vmdo.com 434.296.5684 200 E Market Street 2000 Pennsylvania Ave NW Ste 7000 Charlottesville, VA 22902 Washington, DC 20006 �0••�� TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. ounty Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 Checked By Designed By Drawn By Bryan D. Cichocld Z lie. No. 53741 2 /S/U yS87���sSIONALr31 B. CICHOCKI K. ROESER K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 CONTRACTOR STAGING AREA LAYOUT C3n10 ° ' GONG. ........ . 6'G HAN °.a, .!" (A PY PLANTER \26s \\ \ \ (5) CONCH E RISERS ..... ��+ d. 'e \ I �Q '' WIT DRA L ONC>RETFhkIANDRAIBS ..'Q:N)C \ \ \ \ \ 1 � CONCRETE \ a 4" WIDE YEL IOW E 8"DEC 1CONIC. CONIC. WALL \ \ \ 4•. STRIPE P.) 4' WIDf. ; + . / \ WHITE � �� II, � .3'(w) q \ �\ \ i i CONC. WALL C N \ \ STRIPE (TYP.) I 3'(w)DOOR e \ M 2 \ 3' W DOOR 1.3,(W) / \ bs \ \ 5 () (THRESHOLD) SANITARY \ �\ 1D I' i FFE=693.41' \ CANOPY COLUMN (THRESHOLD) (TYP) (THRESHOLD) \ \ cL \ I 1 ♦♦ � i IT, �G' 1.0'H TYP. COLUMN / -rt � SEWER U MHS ♦ S - ss.ss' GO 1.01OTYP. T\ \ \ CONNECTION TOP=67665 I I D 2/ I,I •" \ INV /N=673.74' PVC-LAT 3'(W)DOOR 3'(W) INV. 1N=66585'8"PVC INV /N=673.44'8"PVC(NIN) I ADJUST CONE SECTION DOOR I \ \ \ \ INV. OUT=66563'8"PVC GEOTHERM L WELL SU LY �D 9' 9' / �� ° / \ INV. OUT=673.20'8"PVC RE URN SER E LINES / ' \ OF MANHOLE TOP TO 2 \ 12"DEC \ ybI \ \ (10) 4" GS/GR ( EOTHER 11e PROPOSED \ \ \ \ a NbS MOVE LID INTO THE \ ( 8" MINIMUM OV R) / / P 11 /: ADJUST CONE SECCMN CONCRETE SIDEWALK ENCLOSED ` \ OF MANHOLE TOP TO CONC. VESTIBULE ® GATE \ \ \ \ \ I \ MOVE LID OUTSIDE OF ��q�, ® \ / 3' (W) DOOR' b 3' (W) DOOR 5' \ \ GP THE PAVED AREA CONIC. (THRESHOLD) FFEW68 OR \ z R � a° FFE=693.46' CONIC. 6" DEC 6"D C (THRESHOLD) FFE=687.36' ECH. I Q (THRESHOLD) (BSMT) \ y \ MATCHLIN SEE SHEET C4.1 TEMP. ABOVE GROUND 01 WOOD SCREEN WALL \ \ \ APPROX LOC. TEMP FUEL OIL LINE'. RUN LINES A E / d I ' ° °': ° 6"DEC l TANK WITH CONTAINME 6 FT HEIGHT \ \ GROUND (WITH PROTECTION) AND MA;E CONNECTIO O 11 L'1E�' p (SEE NOTE #1 �b FFE=693.42'Li 10 b \ \ EXISTING BURIED LINES OUTSIDE BOIL ING. CONTRACTOR / I °' ° aed; 6'(W)DBL. DOOR O FFE=704.27'L2 \ \ \ \ \ SHALL VERIFY LOCATION OF EXISTING LIN 6"DEC R4 ' I I (2) 6" S1 R (GEOTHER AL) P PING •'� 'e 6' W DBL. DOOR \ \ AD UST GATE �� d" CONNECTION MECH A CONIC. 0 0 () \ \ \ ADJUST VAULTS, / 3'(W)DOOR CONIC. FFE=693.43' < \ Zbs \ \ \ ALVE PER a ° FFE=693.43' SANITARY z BACK -FLOW PREVENTER, GRA DING PLAN I / 6'(W)DBL. DOOR CONIC. 3'(w)DOOR SEWER \ \ \ \ N HYDRANT AND PIV PER / / I ^ UGP- APPROX. LOCATION OF EXIST. FIRE LINE CONNECTIOgrROUND) PLANTER(TYP) 6'(W)OBL. DOOR (GROUND) FFE=693.43' ® \\ \ \ FINAL GRADING PLAN a j BEVEL 1 FFE=693.40' LEVEL 1 STAGE ASSEMBLY AREA SERVICE CONTRACTOR PROTECT DURING CONSTRUCTION BLOLINE 6'(W)DBL. DOOR BLOLINE PROPOSED © � 6'(W)OBL. DOOR ADDITION ADD -ALTERNATE 1. PROPOSED GENERATOR TO BE INSTALLED AFTER FFE=693.43' (TURN DOWN SLAB) MOVEMENT P \ \ EL ° � / / REMOVAL OF COOLING TOWER. FFE=693.43' 3'(W)DOOR N UT IT FFE=693.62' SEE SHEET C9.0 \ \ APPROXIMATE LOC / 20 FT WIDE OVERHEADvV \ Z \ 6s \ I EX FIBER OPTICS VAULT. { TMP 56-64E SECTIONAL "GARAGE" DOOR / / CONTRACTOR TO PROTECT CLEANOUT AND ASSOCIATED UTILITY LINE ® ® ® I z CONTRACTOR TO VERIFY x 24' / COUNTY SCHOOL BOARD OF 2 6" RISERS N / / t EXISTING CROZET O I \ m \ \ \ SA / \ LOCATION PRIOR TO Q / APPPROX. LOCATION OF 12' PVC DOMESTIC WATERLINE. ALBEMARLE COUNTY, V/RGIN/A WITH CENTER HANDRAIL CONSTRUCTION. CM/(2 I JG / I CONTRACTOR TO FIELD VERIFY PRIOR TO CONSTRUCTION. ELEMENTARY DB. 1044, PG. 498 / RELOCATE AND PROTECT WATERLINE ACCORDINGLY. SCHOOL BUILDING DB. 1098, PG. 703 A. ° 10a U / s'(w)OBL. DOOR 26, (2) 6" RISERS WITH CENTER HANDRAIL \ APPROXIMATE LOC / / I / PROPOSED ZONED: RA (RURAL AREAS) I \ FFE=702.33' MULTI -LEVEL LANDSCAPE RETAINING WALL (TYP.) ° LANDSCAPE RETAINING WALL TYP. \ \ EXCOMMLINE. / '• KITCHEN """" ° (TYP.) / 3 APPROX. LOC PER ELECTRICAL PLAN. MASONRY, BLOCK& FRAME (2 FT HEIGHT) _ _ (2 FT HEIGHT) i CONTRACTOR TO VERIFY I ADDITION REFER TO ELEC. SITE PLAN FOR ROUTING, SCHOOL FACILITY 6" I I \ \ \ \ LOCATION PRIOR TO / ° ADD -ALTERNATE 3. SEE SHEET C9.1 STORY STEPS a;COURTYARD C 7" RISERS WITH I \ / P � SIZES, QUANTITIES, AND SECTIONS CROZET E.S. ° CENTER HANDRAIL CONSTRUCTION. / (1407 CROZETA VENUE) (ASSEMBLY AREA) UR13 6'(W) DBL. DOOR da CONCRETE ACCESSIBLE i \ "NO PARKING ANY / 9/ RqA (8) 7" RISERS WITH d •. .d MP FFE=7o235' 6'(W)DBL. 6'(W)DBL. DOOR RAMP WITH HANDRAILS TIME" SIG AY / o=704.32' CENTER HANDRAIL s y \ \ ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® BLACK OMEGA FENCE MH ° • ' . a 6' (WJ DBL. DOOR A. WITH GATE (5FT TALL) A=67M66\ 15, WIDTH UN ERGROUND CAST IN PLACE CONCRETE' r \ UTILITYEASEMEN FOR VIRGIN/ / / / I I LOADING DOCK (SEE ARCH. PLANS) ; . - `FFE=704.30' ,: , ° ° °: d, ' INV. IN=664.93'8' VC (N) QUTFALL #2 RM DA "B" \ 1 LL A I RETAINING WALL (TYP.) I ) ELECTRIC EWER COMPgNY / • '.a PROPOSED INV. lN=664.8T 8" VC (W) 'Oe. 1f01, P�X.3f0 I // I ADING RSz ° (6)6"RISERS r' .. Q WITH HANDRAIL ° CANOPY A. , a (4 FT HEIGHT) I INV OUT=664.84' "PVC CONTRACTOR T / SPACE <a °' (SEE NOTE 5) a! p CLASSROOM I I \ \ \ WITH TRAP, SEE MEP PLANS A. v ' a .. a r• ..8. ADDITION AP ROX AREASO PROVIDE TEMPO Y P PO ( ) 10'° _ .e ; •',a31' 1 3'(W)DOOR °! I RE EN7VPLANTEDWH/PS 5� / I WATERLINE /' DOORDBL. 1 (%) FLAGPOL€ ! e 'p '. / - _ _ _ - - '. A FFE=693.55' , ° \ OVERHEAD FIBER / KETCHED BASED „/ ADD -ALTERNATE 4. BLACK OMEGA FENCE I \ OPTICS LINE 6URING / ON 6' J ° ` " d d .d , , d WITH GATE (5FT TALL) 5' a ADA RAMP WITH HANDRAILS I I SEE SHEET C9.1 °5. ° 8 e 9d ' e CONS�RUCTIOpr / I CROSSWALK d ° ° '� 4 E I OUTDOOR SITTING AREA • d • ` '' CAST IN PLACE CONCRET E � 3 6' X 5 DUMPSTER STRIPING CURB RAMP • SEAT WALL p . RETAINING WALL (TYP.) () SEE ARCH. PLANS a d a.q1 .. ° ° (4) 6" RISERS c.. ' 10 ��20. ° ENICLOUR (TYP.) '�' d ^ ° (TYP') WITH HANDRAIL (3 FT HEIGHT) I O \ \ e d �$ p 6' SEE NOTE 5 I (3) 6„ RISERSrfe( ) I \ /TOP=698.05' I I� I ° ,.•a • a ,..?. 5' (3) 6" RISER ` . P " '...; •.' '.. WITH HANDRAILS �,' Ob b b : ": ' VDOT HR-1 I _ I = 15 WITH HANDRAIL "Ply 3 : ` 5 I I INV. IN=680.35'8"PVC ' ' ' CURB RAMP .d ' c s ARK[N FIRE L bSIGN a' + I "NO PARKING FIRE I INV. OUT=680.25' 8" PVC E I 12 a . • . - I I I I R3' 16 p LANE" SIGN d' ' 1. L�2s' ,° �l d' e ° ® iiiiiii ,'v ° as .$ .d GONC. SSVK' CG-12 a. °.. 4 'a. I I I .4 3°. n •e ' CURB I I I I 13 z I - CG-2 _ CG 12 °CG CURB 8 BOLLARDS FLUSH CURB I I R5' „NO PARKING - (� "NO PARKING = ; I m RAMP G _2 CROSSWALK DETECTABLE WARNING STRIP - - - - _�` CROSSWALK • , , , , , FIRE LANE" SIGN �_ FIRE LANE" SIGN STRIPING TYP. - - I D / \' I STRIPING (TYP.) ( ) '� (7) ISERS I "NIyY PARKING ANY kV _ C_URBSPP ROD NOT TO (4) ADA PARKING SI S _ \' TIME" SIGN BOLLAR 14 PAINTED YELLOW ° w -= BE PLACED ON TOP OFEEEr -IEEE T W A WITH DRAILS I d \ \ I I TYP.) I FIRE RB EXIST. CURB = � EXIST. FLAG POLE = 6' I \ \ I ( WATE MAIN PAINTED YELLOW CG-2 RETAIRIN ALL WITH \ I I I \ R15' (2) ADA PARKING CG b b FIRE LANE CURB d SAFETY RAIL.; E I I II II n I I I II II I I II I I I II I I II I IIII - --- -- uG-- ---B---- •°.' I� -- - 4" CG'12.�.. ..�.C.G. 12�- . -' --- -- -- ---- ----- --- --- ---°_---- STRU o Ft:TH1E. AL D, WINGS IGHT) 8"b 88"b88, -�_�- R26' 0 ... UGP UGP 4" UGP- 8U 12R50'X GONG. SWK 55CONC. SWK 4° CG-2.CURB N -D -- --- ------ -- -- --- - ---- 0e .......... P INTE YELLOW ... BUILDING12"DECa CLCU ''' '8 ...,eF FIRE O 8 ..... . I I • OVERHANG R4' CG-2 R5' U .EXIST. CURBSTOP SIGN AND R5' 5 ` \ \ \omac \ \. \ \ \ \ \ \ \ 5'J RESTRIPE EXISTING I U STOP BAR RESTRIPE EXISTING STEEPSLOPES I I I U PARKING SPACES (6) CONC. WHEEL' CROSSWALK PARKING SPACES (MANAGED) Tm� I I PAINTED YELLOW STOPS (6) CONC. WHEEL 4" WIDE WHITE STRIPING TYP. STRIPE (TYP.) STOP SIGN AND I z RELOCATE POWER (TYP.) \ z \ � RELOCATE FIRE LANE CURB STOPS I I LINE AND TIE IN LIGHT (s SPA CEs) (s SPACES RELOCATED 2 sPAces) R5' PAINTED YELLOW POWER LINE R3' R3 POLE SERVICE SCHOOL SIGN STOP BAR z I I I I a 9' IST. CURB FIRE LANE CURB 60' I I I (TYP.) R LOCATE POWER N ,° ' "NO PARKING I I ® 5 I I'° 5 LINE AND TIE I LIGH FIRE LANE" SIGN ` I O e O PAINTE YELLOW U "•.' p W 1\ I I EP p POLE SERVICE FIRE LANE CURB 5, I EP ........ .. . N CURB 4" WIDE WHITE .'• CURB 4" WIDE WHITE LL 0 I I 0 IPE TYP. (TYP.) STR P. �8... I .... ... .. .. ...... ..... a ., .. I R e _ xI ` :...:.........'......'..................'.'.'.'.'......'.'.'.'.'.'I".'.'�'.'.' , I 3.'..........................................:......:......................................... . I �NO PAI KING ANY CG-2 ...... .... . .. .... ... O. a ... .. ... ... .. ... D J VEHICL GATE' TIME" SIGN R10 R3 CG-2 y a CONCRETE IORETE LION R10' TO BE CLOSED URINGI I R5' 5' R5' - � _ R3' ,3 \ SCHOOL OURS I I cUj - _ FRONT SETBACK d 4" WIDE WHITE I� '. SIDEWALK FACILITY {j , JID . y &OPEN DURING I I STRIPING (TYP.) 9' .. U W . SPECIAL ENTS E U Oyu STOP SI N AND D Y I x I I m I R5, STOP BAP_ { I J I I I W P' R R20' I 3 RZ R2' R20' C _2 R5' R56' EMERGENCY ACCESS I I CL 1n I R10' CG-2II II I I IzI II I I II xIIIIIIIlIII I I I II N I �\\ .... ....................... 0I' \ .........R1 I ad .p °-!.::CK........:: n.29. 1 156 LF1 / '... ... .. ... ... R74' 1-Er. ' '' '. I .....'.'.'''.1'� . .. ..... 0y . .. . YIELD . .. ..... . . . ' ' REINFORCED TURF (GRASSPAVE2 O ............ . ............ .. CONTECH URBANGREEN RRISTIC PAVESIGN eG : / O Io0 OC JJ OUTFACE #1 (VRRM DA "A) STRIPE SEMNT 4" WIDE WHITE / Oyn'GP FIXED BOLLARDS FOR ALBEMARLE COUNTY C-) LANE CURB CEC WITH D-RING TO SERVICE AUTHORITY c, 6' PAINTED YELLOW FIRE 6" DECDEC 8 DEC DB1163, PG. 28 / I I I I 0- \ ATTACH GATE \Oy PAINTED Y�LLOW FIRE LANE CURB i° 4" WIDE WHITE f / rB, • ° _ STRIPE OF \ '� 8 II I I I I I I 27'-8"`VEHICLE GATE / ✓>4 I PAVEMENT I 12' b ' 4" WIDE WHITE APPROX TREE I I I (SEE SHEET C1.2) \ I 8"DEC l STRIPING 1� - 12'I _ uF UFO CO FIBER OPTICS ( ) OR/PLNNE (TYP.) 'wti✓' STRIPE TYP. FHA 9 ^- I Odn- UFO - - - CONDUITS 8"DEC � 12' 5' R20' TIE TO _ I I 12"DEC 4" WIDE WHITE I O ' EXISTING CURB "NO PARKING ANY T CURB STRIPE O 10 R25' APPROX TREE `' R10' TO ST- GEORGE AVE. 24' _ T�E SIGN UFO TYP) OF TRANSITION R20' I -_�� (3) REMOVABLE BOLLARDS ApPROX.750' VAR/ABLE WIDTH PO - �_ _ - - - EP FIXED BOLLARDS I I� VIRGIN/A TIE IN NEW FIBER WITH D-RING TO I a / ELECT OPTICS LINE TO �_ EXISTING ACCESSIBLE RD DR- MffVp�`rE (SEE SHEET C1.2) _ _-- o RAMP TO REMAIN TO BALLA ATTACH GATE I OB. 11 A BE OPEN DURING SCHOOL HOURS EXISTING I I III � &CLOSED DURING SPECIAL EVENTS � � � - R2' ' j � EP � � � � � � APPROX. 900 ---- I I N R2' _ 6" CLASS-52 DIP ___ __-_---_---- T CURB TRANSITION - - I EP I I I U MUTCD STD mom -UFO I I I I II D OT TER- M BUS 0 LY" SIGNmom TURN ARROWS '�I \ HP I 0 7 E SLOPES I p EXIST. STOP BAR. I \ I (MANAGED) soma EXIST. STOP I CONTRACTOR - - _ �Up0 - �� .I. SIGN 3 TO REPAINT. o I I -� con/c.� - LOCATE AND CONNECT TO I I I dH0 EP mom _ 0 -UFO ll- � UFO RE EXISTING WATERLINE ®HP� \ I I TAPPINCROySLEEVE VffR 6" r - I R45'` T AVENUE Ap1,065' O ST. GEORGE AVE. EP - ------------- - - CONCRETE PING SLEEVE AND VALVE. dH0 CROZE UFO _ - OHP SAN - CURB - -UFO = ---- SIDE _ TE ROUTE 810 ^ RB L STOP SIGN AND 70 STA (VAR. WIDTH . _ --- -UFO - - OHP GRAVEL DB. 1096 PG. - --_-_ _ _ ENTR. EF roP=7o4.14' STOP BAR APPROX. 1,275' TO ST. GEORGE AVE• HO 585' TO BALLARD DR. EP �uFO _ _ - __ _ OHP- -UFO OH ApPROX. c&G - _ INV. IN=692.25'8"PVC 11 -VV INV. OUT=692.03' `i BALLARDDR. EP _--®_ -OHP- LEGEND: PPROX.375' 11 ' _--- cac II 11111-oHP CONCRETE SIDEWALK GRAVEL ROAD - -° CONC. SWK _ dH0_ NOTES: OHPOHP OHP HEAVY DUTY CONCRETE REINFORCED TURF EP </ 1. CONTRACTOR IDE A TEMPORARY ABOVE GROUND OIL FUEL TANK WITH CONTAINMENT TO SERVICE - TH URING THE WINTER MONTHS WHILE CONSTRUCTION IS ONGOING. CONTRACTOR IS TO MAINTAIN d� ACCESS TO TANK SO THAT ACPS CAN KEEP IT FILLED; THERE SHALL BE NO GAP IN AVAILABILITY OF FUEL OIL cac HEAVY DUTY ASPHALT BIORETENTION PLANTINGS WHILE SCHOOL IS IN SESSIONS DURING THE TRANSITION TO THE TEMPORARY TANK. REFER TO ARCH/MEP E8 QyN DRAWINGS FOR FURTHER DETAILS AND UTILITY ROUTING. CONIC. SWK _ 2. A KNOX BOX SHALL BE REQUIRED FOR THE PROPOSED BUILDING ADDITIONS. CONTRACTOR SHALL LIGHT DUTY ASPHALT MULCH PLAY AREA - ° ° COORDINATE WITH THE FIRE MARSHAL'S OFFICE FOR FINAL LOCATION. 3. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A o FULL CUTOFF LUMINARE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING ASPHALT TO BE MILLED & OVERLAID STONE DUST a RESIDENTIAL DISTRICTS. SEE SITE PHOTOMETRIC SHEETS FOR ADDITIONAL INFORMATION. F7 E] STEEP SCOPES 4. BIORETENTION BASINS MAY NOT BE CONSTRUCTED UNTIL ALL CONTRIBUTING DRAINAGE AREAS ARE SCALE 1"=20' (MANAGED) STABILIZED. BIORETENTION FACILITIES MUST BE CONSTRUCTED IN ACCORDANCE WITH WP0202000039 PLAN. EXPOSED AGGREGATE GRAVEL FILTER STRIP a 5. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR CONCRETE RETAINING WALLS TO CIVIL AND STRUCTURAL 0 20' 40' El y E:1 ENGINEERS FOR APPROVAL PRIOR TO CONSTRUCTION, V AA 1) 0 VMDO Architects vmdo.com 434.296.5684 200 E Market Street 2000 Pennsylvania Ave NW Ste 7000 Charlottesville, VA 22902 Washington, DC 20006 � 00090 s �0 0 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. emarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 Bryan D. Cichocld Z lie. No. 53741 yS87IONAL Y"'G Checked By B. CICHOCKI Designed By K. ROESER Drawn By K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 LAYOUT & UTILITY PLAN C4n0 1 / ► I I I � I � I ► I I I I I i I I ► I I I I I i I I i ► I GRAVEL LANE I I I I i ► II I ► CONNECT TO EXISTING GRAVEL LANE I, ADD -ALTERNATE 5. SEE SHEET C9.2 5' '. 65, Eii 1 (3) TENNIS COURTS (36'x 18) L:: I till 2 2 U 0 R15'� IN CG-7 4" WIDE WHITE _STRIPE (TYP.) I. 91 1 CG-7 14' (TYP.) 11. 4" WIDE WHITE E (TYP.) / 10 GOAL NOTES: 1. CONTRACTOR SHALL PROVIDE A TEMPORARY ABOVIf GROUND OIL FUEL TANK WITH CONTAINMENT TO SERVICE THE SCHOOL DURING THE WINTER MONTH WHILE CONSTRUCTION IS ONGOING. CONTRACT( MAINTAIN ACCESS TO TANK SO THAT ACPS CAN KEEr IT FILLED; THERE SHALL BE NO GAP IN AVAILABIL FUEL OIL WHILE SCHOOL IS IN SESSIONS DURING THE TRANSITION TO THE TEMPORARY TANK. REFER l ARCH/MEP DRAWINGS FOR FURTHER DETAILS AND TILITY ROUTING. 2. A KNOX BOX SHALL BE REQUIRED FOR THE PROPOSD BUILDING ADDITIONS. CONTRACTOR SHALL COORDINATE WITH THE FIRE MARSHAL'S OFFICE FO FINAL LOCATION. 3. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP HAT EMITS 3,000 OR MORE INITIAL LUMENS SHAL FULL CUTOFF LUMINARE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJ RESIDENTIAL DISTRICTS. SEE SITE PHOTOMETRIC EETS FOR ADDITIONAL INFORMATION. ` 4. BIORETENTION BASINS MAY NOT BE CONSTRUCTED UNTIL ALL CONTRIBUTING DRAINAGE AREAS AR STABILIZED. BIORETENTION FACILITIES MUST BE CONSTRUCTED IN ACCORDANCE WITH WP0202000 sL. LEGEND: IS TO OF ,''. CONCRETE SIDEWALK HEAVY DUTY CONCRETE .BEA ITNING HEAVY DUTY ASPHALT PLAN. D ppppp ;... LIGHT DUTY ASPHALT PDDDpD pp ASPHALT TO BE MILLED &OVERLAID EXPOSED AGGREGATE UI I II ► l I MHS TOP=670.43' i INV. /N=66297'8"PVC (S) INV. /N=663.21' 8"PVC (W) INV. OUT=662.78' 8'PVC R\ MHS I �y� TOP=670.62' 1 ,-,r INV. 1N=663.56' 8" PVC 1 \ B v INV. OUT=663.09'8"PVC N IMP 56-64E 1 1 1 \ COUNTY SCHOOL BOARD OF ALBEMARLE COUNTY, VIRGINIA 1 \ DB. 1044, PG. 498 DB. 1098, PG. 703 1 \ ZONED: RA (RURAL AREAS) 1 1 1 \ OUTFACE #3 (VRRM DA "C") BIORETENTION (4) 6" CONCRETE RISERS 1 \ FACILITY 3A WITH HANDRAILS 1 Q RELOCATED MHS 1 I \ N IRRIGATION TOP=677.62' \ PVC ELECTRICAL PANEL _ INV. OU67s80.54,'8"^PVC 1 I GOAL ---� / GRAVEL FLOW SPREADER 1 / \ (SEE DETAIL ON SHEET C1.2) 1 I \ JG APPROX. 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WALL \!\\ 1.3, (W) C' 8"DEC \ \ q\ \ \ \ \ \ GONG.. WALL 3' (W) DOOR II '� 3'(W)DOOR 1.3'(W) FFEI S 5 (THRESHOLD) OLD) \ \ \ SANITARY \ �\ \ \ ° CANOPY COLUMN FFE=693.41' (THRESHOLD) (THRESHOLD) � IT S. (TYP) O�G 1.010 TYP. COLUMN / � T \ SEWER u , MHS I \ m\ \ \ \ \ CONNECTION \ \ \ a TOP=676.13' 1 0 O TYP \ INV. IN=66585' 8" PVC ( I I •" 189.96' O 3' (W) DOOR 3' OR +SV'k \ \ \ \ INV. OUT=66563' 8" PVC INV. 1N=673.74' PVC -CAT DOOR tibd \ 0' NV. 1N=673.44'8"PVC (NW) ADJUST CONE SECTION I Y \ / \ INV. OUT=673.20' 8" PVC l \ \ \ a \ OF MANHOLE TOP TO 02 \ 12"DEC MOVE LID INTO THE CONCRETE SIDEWALK PROPOSED ` \ \ \ s \ \ \ \ ADJUST CONE SECMN ENCLOSED \ OF MANHOLE TOP TO '0 CONC. VESTIBULE \ \ \ \ I \\ \ MOVE LID OUTSIDE OF 3' W DOOR ® ® GATE 7 3' (W) DOOR b b ( ) .' THE PAVED AREA 6 CONC. (THRESHOLD) FFE=68 OR ECH. \ \ ° FFE=693.46' CONC. .' OG-12<' A (THRESHOLD) 6"DEC 6"D C (THRESHOLD) FFE=681.36' ., (BSMT.) \ \ \ 26 \ \ GRAVEL ROAD REINFORCED TURF BIORETENTION PLANTINGS MULCH PLAY AREA STONE DUST GRAVEL FILTER STRIP EXISTING SOCCER FIELD 1 1 1 1 1 VAJx 1) 0 VMDO Architects vmdo.com 434.296.5684 200 E Market Street 2000 Pennsylvania Ave NW Ste 7000 Charlottesville, VA 22902 Washington, DC 20006 � 00090 �0 0 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. bemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 Checked By Designed By Drawn By Bryan D. Cichocld Z lie. No. 53741 \� O.y, 1Y' yS87� �SSIONALG B. CICHOCKI K. ROESER K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 LAYOUT & UTILITY PLAN C4.. 1 � \ 12''DEC \ \ \ \ \\ 'V ITRHD; : 1 I I \ I / 69 \ IORETENJIO11 - �\\ \ \ ` \ \ ` \ \ \ \ \ \ \ \ \\\ \ \ t/ / \ B -Ff0 EXIST. PIPPP� TO 7DP=6$9.33': �1 \ ^ \ \ \ \ \ \ \ \ \ es \ \ R PRAP OUTLE ROTECTIOtJ \ \ \ \ \ \`\ h z <J 9 wROP. IN / \ \ \ \ \ Q INV. IN= 83. B'95'':RCP(N):::: I I 7 �/ 21 / / EL no / / ,6sz- _ f \ \ \ \ \ \ ` \ \ \ \ \\ CO N I 1 _ Q - -I _ f 68�5 ^ _ �' �� - TIE EXIST, RIPE TO RROPANUET\ \ ` \ \ \ \ \ \ \ \ \ \ -\ ` \ \ 0. 'AVG DIA. RI P\� \\ / INV. 1N=6 .40' 12'". HDPE: ( ' : ; I - - - - / x6 1 \ INV. 15 A' 4.43'47-(BLDJ: / I I - e - ``�O' �I ` \ - \ C9AlTRACTOR �0 COFIFIRM LOCATION OF \ \ \ \ CL S Al J / F ` \ ` \ ` _ ` 6� \ \ D 6s / / w . \ EXIS E PRIOR TO CONSTR7JOTIQN ` \ \ l, 6 \ \ \ \ WID H 1 - 4.5' \ \ \ \ R r INV. O _ 83:40' 15'. RCP:. 2 / I X23 ii' / ` �P\ ` \ \ ` \ �\ \ ` \ �-� 6�9� \ \ \�� WIDTkl2=6.1' 231 \\ /\ \ \\ `\ `\\ \\\ \ `\\ `�\\\ \ `�6'80 \\\ `� \ \\ b �2 DEIr�•\�1.\ TIE EXIST. PIPE TO I �\ `\ \ `\ `\\ \\ \\ \ `� 20b \`\ \\\�\ \\ Q \ \ \ �\\ \\ \\\ \\ \WXAI\\\\\ I PROP. MANHOLE.�\\ \ \� I I ♦ �' S J s / ' CONTRACTOR TO 4ti- / / CONFIRM LOCATION I EMERGENCY o \ \ s I \ �\ ` / O 9 J 2 OVERFLOW DRAIN \ \ \ �r?5 \ INV=676.84' P 6 7 /• / ' / OF EXIST. PIPE PRIOR \ \ \ \ \ `\ \ \ \ Wl ` I \ ` \ 8'Pvc` d / / / r TO CONSTRUCTION. \ \ \ \ \ J I / 1' TO DAYLIGHT \ \ \ \ \ \ \ TIfX15'OF \ \ a 69 N / TOWARDS \ / / L NG s / , , \ \ \ \ \ \ LEAD TO E VIA\AN I \ \ \ \ I I I I I I 232 ../ II \ \ \ \ / \ \ \ 20 \ \ \ \ \ I l I I I I I I / 2 b / ADJUST CONE SECTION \ PUMPED / / �/ / OF MANHOLE TOP TO OD - ' \ \ \ \ \ "INSRTA-TEE" I PLAYGROUND NP i DISCHARGE OF - '/ / 9 ALIGN THE FRAME AND r 1 / \ \ \ I 1 I \ \ \ \ \ I I I INCIDENTAL ' ` / / / /� COVER WITHIN THE I < y ^ \STORM WAT �' Il \ \\ \\ \ \ /C CONCRETE SIDEWAL q q \ \ I \ I I / I / I THATIII� Y , ; \ ! / 'I 693 / 693 t ADJUST INTERNAL _ ' \ / / ` I STEPSACCORDI LY. / \ OP�9 EEL _6"Q P=692.83' \ \ \ ` I 1 o I`I I I N IFER VA 6 / for-s8sss T=689.90' \ \ \ \ \ ` \ TCHLI SEES T C \ \ I m I I I \ ' / P I I , �/ 4�6ao7 ssa ma's DE,�' ® \ 1(90, O \ \ \ \ \ \ I 1 \ \ \ \ \ \ ' ELEC 0 q /NLET(TYPf I \ \ 8 \ \\\�\ \ \ \ 6'DES O O TOP=692.82' >` \ \ ` \ ` \ ` \ \ \ ` \ \ ' . \ \ \ \ \I �\ \ \ \ L\ \ \ \ \ \ \ \ \\ it BOT=690.50' \ \ \ \ \ \ I \ \ \ \ \ \\ \\ \ \\ \` \` \\ \\�\\ \ 1 1 \ 1 \\ \\\\ \ N UGP— ADJUST INLET TOP PER SPOT ELEVATION PLAN - �/ - \ \ �\ \ \ \ \ \ \ \ a \I 1 \I \ `\ \\ \ \ SD INLET _ J PROPOSED - - - - - - \ \ \ \ \ \ \ \ 1 1 \\ \\\ I O) © 1 V O NYLO TOP=691.85' - ' MOVEMENT 4' SOLI HDPE TO 7 / \ INV. OUT=68730' 12"HDPE ADDITION ELE TRENCH DRAIN APPROXIMATE L OC 'u liY EX FIBER OPTICS VAULT. I \ \ / / _ TMP 56-64E CONTRACTOR TO VERIFY - COUNTY SCHOOL BOARD OF 1 \ \ \ 696 - - - _ EXISTING CROZET gaN I _ ., 1 I \ l I Rr \ LOCATION PRIOR TO / z � � - - � ALBEMARLE COUNTY, V/RG/N/A 4" SOLID HOPE TO CONSTRUCTION. \\ 6y6 G�� - _ ELEMENTARY DB. 1044, PG. 498 TRENCH DRAIN I 1 1 I 1 I I 1 1 \ \ o x SCHOOL BUILDING DB. 1098, PG, 703 8" ACO K200 TRENCH DRAIN I 1 ►-� 1 1 I I \\ ` \ `\ \ 1 z o5L r I ADA RATED GRATE I I l \ \ \ \ \ \ \ I APPROXIMATELOC 69y /PROPOSED - ZONED: RA (RURAL AREAS) ( ) EXCOMMLINE. / / _ KITCHEN CONTRACTOR TO VERIFY ADDITION 4" HOPE LOCATION PRIOR TO I I I \ \ \ CONSTRUCTION. / � l I // t/ `o (3FT COVER MIN.) M m 11 1 1 1 I \ \ 1 \ I \ \ // / // \ \\ \ \ \ \I 1 698 FFEF 702. (T,P) 6" HOPE ROOF LEADER (2 FT / \ COVER MIN 1%SLOPE MIN). 140 9 I I I \ \ \ \ ^ \ \ \ \ 1 / / / DOWNSPOUT ) ( ) I Ih 1 1 I I \ 1 \ \ \\ I \ •\ 1 \ \ \ \ \ \ 1 15'WIOTH UN RGROUND / � / / \ d I 1 v \ 1 \ UTILITY EASEMEN FOR VIRGIN'\ ELECTRIC WERCOMP NY / •, _ r 7O4 PROPOSED �e. 1fo1 P 310 // , / _ TIE EXISTING - \ \ / / I / I /Z ` J DOWNSPOUT TO I - r CLASSROOM f PROP. 4" PVC „ I 1 \ \ \ \ \ _ - ` _ r 4" SOLID HOPE TO TIE TO PI E V 1 I I I I I / v7 I \ i w yl i0A\ A _ 1 \ N - - 9 � ADDITION I 1 I I \ APPRQX AREAS I I 1♦ I 00 I 1 /I n - - - - - - - - - - N ..INSERTA TEE" / t 1 1 I I II \ RE�E 1 ��PLA T WHIPS \ \ \I 11 1 \\ 4" ACO KS100 TRENCIf DRAIN I \ \ 7O \ fig r - _ 9p (ADA RATED GRATE) I II \ \ \ \ \ 1 1 1 \ \ 3 • • \ / / 3 691r' 4, SOLID HOPE f0 / I I \6 \ \ 1 1 1 1 1 / CONC. DIVERSION T 1 11 \_� -fig - / / 1 / / / l TOP=677.96' STORM PIPE 137 / m \ 1 1 \ S / / / 0 \ \ \ \ -701- 2 1 / I�I _ �O cr 4 b q - �� 8"DEC 4"DEC 8"DE \ /LO F : 68V75 I I I \\ j j I \ I // .• „ I 700 \ \\ / / 1 \I 102 I , % \ I \ \ \ I \\ • \rn, \ \ \\ \\ \ 1\ \ \ L1 FF�E:693.42 / � � � —S' � -�- — \ — I \ 3g 139 . ,� � , . ... • . \ / / 1 I / I \ \\ \ It 1 4' HDPEO°' o 138 < \:.y. �:• t 1 \\\ \ \ \ \\\ \\ TRAFFIC RATED rn IN TO STOR \ \ \ \ /\ 1 1 (T�') \ \ \\ I P 1 ` �EAA OUT �- w w I TYP. = 1• )♦ / WITH INSERTA TE� \ \ \ \ \ \ \ SD CURB /N T W/GRATE \ � \ • . \ '1 \ LIE •...<.• I 137 :A IN OUT=6 37' 15" RCP I Y.� �, —po 4_' p • / \; : C \ \ \ \i 10 ---\ ` `UGP _ �uc _ �uGP�- "— �° b I 136 \ �: �• ...\ \ \ \ i `\ \ \ \\ \\ \ \ \ \ \\\\ \\ \ � b b O Z I t 15" RCP / . _ I 140-------- -----_�---- - -- -- ------ -G ---- -- ---- -- -- I� -- -- -- -- - - -- -- -- --- ---- - --- -- --- - --- - - - --- \: \ r rag I SD CURB /NL 135 I I I Y la 1 I 406 IX40 I INV. IN=687 7' 1 R P `6' \ 1 /NV. O T=687 '� \ 662 \ \ \ \ 48" MANHOLE DESIGNED rn . fl\ \ \ \ I I I I I I I I i d REPLAC INLET TOP WITH / I _ - - ) \ WITH STORMTECH SYSTEM o \ O sy BY ADS TYP I I I I V/DOT MH-1 FRAME AND COVEF�o ( ) 6 \ 1 I I \ \ \ \ \ \ m \ / GRAVEL `' '\ ' I:���':: I I I 1 I \ \ \ I / / �` I I I I 6g8 / �DJUST TO FINAL GRADE. Xo l C o \ �> \ t I I I \I \\ \ 1 �tJ \UNDER 1 I I I al STRIP / ( I i I \ \ ` \ Y \ 1 1 (T\Y \ I I / I S #1 \ _ I I . I I I I I 683 \ \ 1 \ \ CL NOUT \ \ \ STO MTEC ARC 0IPE I / \ / I 1 \ \ \ \ \ \\ �\ 699 I \ \ I TENT ON S ST I I 1 ` \\ \ \ ` ' \ WI H ISO TO ROW 72" NHO E C ROL 1 1 1 1 \ \ \ \ \ OABIOFJ \ \\ \\ I STR CTUR WIT WEIR WALL _ i I \ \ \ \ \ \ FO}JEBAY \ IPP\\ P 151 r pUGP AIIIEIR I \ S BI IZATy II �/ a152 / \\ - \-- - -\_- ---- 3 �❑ - ----I - \ -- � I I l \ \ _ - --r\ C\3L� \ \ \ \ \. 700 1cc 50 149 / / I / / / — 1 Y f- T \ \ \ \ \ \ \ \ \ \ Kk k74\5 / _ I II II / , , r i I I / ' 102 ' / ' FRONT SE eAc 1/ \\ \ \ 108 D \ \ \ \ oPM 1 1 4M 1\ \ \ \ � \ ; � BI�;RETLNTIO A Tl\r 2,(1 I I I I I II l � \ `I / _ I - - - I I - - \ f I � 147 � Ixi- I BIORETENTJON BOTI\ ELEVATION = 680. 0CL \ \ \ \ \ \ \ \ \ \ \ \ 0 O TSET ACKj-7�O / 153-_2 702_ - - - - - - - - - - - - 703- - - - - - - - \ /20'WAT LINE EASEMENT _ _ ^JO ' / _ _ ' / y� ' / / / / / / / / / / I ,y'In., T I\ _ - '0 imj 6" PIPE I Z I 1 __I I _ _-_____ y/J _ _- -_---_---_ ER ME \ I f / ''- _-- - P -- / iis4"i / '/ ' I 'q // / 6I/ / \ INNOTFND ¢ ��II I II -� ` FOR AL1EMARLE COUNTY / i y' S Y / / / 86 8" D C / \ OPP. 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MP 15VIRGINIA ELECTRIC POWER COMPANY / / / — \ \ \ \ ` ` t DB. >1o1.PG. 3fo LENGTH =10.0' I DEPTH = 1.0' I 705 504 wowmo \\ \ UFO\ �IZ —_ _ \ \ _7 �'__ '/_____ ___ �UFO 09IpPC$ _ loom ►+ \ _ )� 1 / \ \ \ _- -- 50 _� _ _ - _ --- - S o 1 /o / / / /pow ` `` \ - - - _ _ - - - - ,OS _ \ // I \ .UFO' / — + �h OHP i I --�_ _ _MHO - - ------ ` \ \ _ __ UFO - - - - - - - - - - - TO =dHo RIPRAP OUTLET PROTECTION \ \ ` \ I I \\ // mom/ \ I ` \ \ UFO_ _ ---=v — 9HP— / I �SAN� - - - - ) Ala, DIA. RIPRAP \ / % /� —/ 18U,F0�---_1==== + +I. / /// =oHP / i' Op CLASS AI / / \ ` - _ UFO _-_=r--_ / / / 'oHP T __\ ---_-_ - y ♦ / \ _ dH0 / WIDTH 2 = 9.25' _ _ - �\�UFO \ \ o/ / oHP / LENGTH =8.0' / / / / < / \ ___ + + �� -� / \ DEPTH"= 1:6r / HO�d/ / / 1 I W� \ UFO=__�_ bH MHD V ` '` — — — C C > / / 11 P TOP=688.72' 15" R ��— — _ _ — _ n \ / / OH I I INV =688,7.26',8"HDPE ` _ _ — n I\ ` / rp� / / /OHP SD CURB INLET W/ MHD INV OUT=683.14' 18" HOPE / sz _ _ _ _ _ — — _ TOP=688.38' I _ \ I O _ —� / i _ _ 1 I I \ \ \ \ /CHIP / / INV. 1N=681.24' 18" HDPE C/190 \ \ I ' ' — I 1 r� ` , OH / / / / / INV. OUT=681. 18' 18" HOPE I I I offE8 OVN + - - - - - - - -705; \ \ - - / I I OHP _ _-------------- - - - -sD uRa/nu�zwrGR�tr / _+ —-------------------------F9P�70/1: 3' _ _ �_ _------___--_'___---_-_ _ — — — — — lnll oukss4.s2's"RcP \\ \ `�\ ----- I\1"'/ // // --- \> ` \` MHD _ _ — _ _ _ 9 - ` \ \ / / TOP=695.77' SCALE 1"=20' 710 _� __— --o `moo ` \ \ \ --- �--__ —i / / INV. IN=691.71'15"RCP INV OUT=691.62'18"HOPE / — — — _ — 710 SD INLET (GRATE) / — _ STEEP SLOPES ET (GR T E) NOTES: 709- — _ ' _ _ (MANAGED) INV IN=694TO 15"RCP i 1. CONTRACTOR SHALL AVOID DISTURBANCE WITHIN TH /WPO / q INV. OUT=693.94' 15"RCP BUFFER TO THE GREATEST EXTENT PRACTICAL. / V AA I VMDO Architects vmdo.com 434.296.5684 200 E Market Street 2000 Pennsylvania Ave NW Ste 7000 Charlottesville, VA 22902 Washington, DC 20006 � 00090 s �0 0 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • bemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 Checked By Designed By Drawn By Bryan D. Cichocld Z lie. No. 53741 yS87�6�sSIONALGti B. CICHOCKI K. ROESER K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 GRADING & DRAINAGE PLAN C5n0 ROCK \ARMOR / 11 rROCKARM�R \ \\ II \ / yLLJ _ Y, r I , I I I I I \ I I I I I I \\ \ I 1 cWi I I I \ \ 1 1 I I I \ I I W III I I I� II II I I II I \ I 1 I \ \ 1 I I I x r I 1 I IIt rn I o 00 1 \ I 1 \ I \G I 690 I O 11 CD 000 �D' CID II 1 \ / \ � / \I ' r—\ I I `\��` I 1 I I I I\ I��I I 1 y\ 1 i I 11 1 I I \ � I I II `• \ II I I � I � \\ I \\ \ I I I I I I I I I\ 1 1 1 1 1 1 1 1 1 1 1 \ I It BLOCKRATAIN/NG 1 : • C 1 : 1: 1: 1; I I / WALL 1.0' IWJ NOTES: 1. TOP OF THE 4" UNDERDRAIN WITH FILER SOCK LOCATED WITHIN THE PLAYGROUND EXTENTS TO BE INSTALLED BENEATH THE I I I I 1 I MULCH LAYER. CONTRACTOR TO PROVIDE POSITIVE DRAINAGE \I 1 I I WITHIN UNDERDRAIN PIPE TOWARDS SOLID HOPE OUTFALL. 2. CONTRACTOR SHALL AVOID DISTURBANCE WITHIN THE WPO 1 1 1 \ 1 BUFFER TO THE GREATEST EXTENT PRACTICAL. EXISTING SOCCER FIELD Lk \ \ STEEP SLOPES I I I •I: L :: \ I \ \ \ I I I I I 1 r (MANAGED) I I 1 ' ' 1; ij \ \ \ I 1 I \ `1 �I IMP 56-64E COUNTY SCHOOL BOARD OF ALBEMARLE COUNTY, VIRGINIA DB. 1044, PG. 498 DB. 1098, PG. 703 RIPRAP OUTLET PROTECTION ZONED: RA (RURAL AREAS) 0.5' AVG DIA. RIPRAP CLASS Al I WIDTH 1 = 3.75' / I I WIDTH 2 = 5.15' I \ \ \\ I \ {{ i 1 Q 4 SOLID �IDPE TO 4'\SOLID HOPE TO LENGTH = 7.0' \ LO00 00C1,4TIE TO PIPE VIA AN TIL TO PIPE VIA AN DEPTH = 1.0 m 1i1 to "INSURTA-TEE" "IN'SERTA-TEE" I \ \ \ \ 1 \\ BIORETENTION FACILITY 3A 1 I WEIR / // I 309 02 1 I \ __ ` I N'E= � \ PLATE , / 40 / / \ \l rn ` c rn ° I / I / 31 308 \` \ c°� I / / / 31 I / APPROXTREE I ///,' �^ 303 / C J ,\ \\\ \ ♦\ \\\ \ \\` '\\ \\\\\\ ', 15"DEC 1 "-20' \ 1 z 100 1=OF48"CMP/ 00� \ \ t I I __ _________ __ 67 \ \ I STEP SL P I TEpTION SYSTEMI I I +� _ -4'!-UNDERDRAIN k 1 / $ 0.2 LOPE TO OUTLE R, SOCK (TYP.)(MANAG CLEANOUT I ( )' 4"UN DRAINts: ::':'_': /:. ' _ 681 •'_ _ — _ Q — W8Gj\ \ \ \ \ \\ \ \ \ o \ \\\ \\ . •'\ .'. \ \ \ I / / — \ , , \ Y 8"DEC \\ \\ I II 1 \\\ ` \ \1 can It I / \ � 7 683` / :C RAc lIlI �� .tom 4" A KS100 TRENC \GAME DSOLID M NAP G4SES OELSI D I P) :: \:: BIORETENTION BOTTOM`KRA GRATE) /- ELEVATION �� \ \ 1 \ = 683.50 EC :1:::':�':•/:•:• 11\\ I / I I \ \ I I I // 1 \ � /r^�= � b \/ s�\ I -------------- --- 8 'i , 1 '—�/ 6� UNDERD IN i // e i:::I , I I 1 \ \ \ I \ � 4/r /\ �"U 1�DERDF�41N `� Ii _ / / W/ FILTER SOC \ I 1 \I \I\ \ \ \ —��—W/FL-TER$—`__=====J' \ `\\ \\ :x::1.;.. ,./ I / I. . { • = I7�Z I\ \ \\ I 1 — — — — — ' = — II / ", 9 ' (TYP.) / // (TY ) \ \ \ \ i i \ P / P. a �\ \ \ \ 10"DEG \ \ \ \\ \ \ r / TIE EXIST.ST RM— STEEP SLOPES / (CRITICAL SLOPES) — / 212 -- PIPE TO STRUCT E I \ IIll \ \ �t L\ \ \ \ \\ l l v 39 \ \\ !�. f0"OIL S Ft VD MH-1 20' SA TARY SEWER EASEMENT _ `Q� ORAL )DIARLE COUNTY \ \ \ \ \ \ \ 1 BI TENTION FACILITY 2C ` \ _ — �!� ' — �_��� `` I \\ . • / / / / / \ , \ �.� \ ASTIC 686 v - 68 ` ` RVIC AUThIeR/TY \ \� _ / \ - 66 2 \ 1 \ \ I D . 976, PG. 96 \ .END _ _ \ \ ` \ RIPRAP \ 3 1 0 Q \ \ g \ \ .9oILIZATION ON \ UND / , `685, 84 \ I I P OF CONC. SLAB 5P 6 222 _ - l c ' 168 \ ` \ 00 \ \ \ \ \ \ \ o \ \\ I I \ \�i �•::j! I r, I I V \/—'/ L689— — I I I I I GABION "! / / 688 - - , , 690 \ \ \ \ \ FORE Q Q Q \ \ \\\ \ \ \AT\C\H NS\EEODEN GUARD SHE\ E\T5.0 \ \\\ \ 7 \ MHp: {/ 1 I I ,6 \\ IORETENJIO11� 12 DEC TOP-6$9.33'::: , I I 109 �' / I //// 8g I� / B0- TOjf (1 PE EXIST. PIP TO r — / _ — \ ` \ \ \ \ \ \ \ \ 6 \\ \ \ a \ \\\ 7 \ ' \� \ \ \ \ \ \\ \ p / , I \PROP. INLET / \ \ \ \ \ \ \ \ \ \ s R PRAP OUTLE ROTECTIOI) INV. lN= /, 21 / ELEVAT1000 / // 692- \ \ \ \ \ \ \ \ \\ \ �, \\ a INV. 1N=6 3.:40 92'`HDPE:(vuj: I I I I _ _ _ _ e I/, Xs Wig, 68 \ — — / i — — _�' , , , \ TIE EXIST, RIPE TO RROP.ANL�T\ \ \ \ \ \ \ \ \ 0. AVG DIA. RI P INV. N;684;13'4"(BLD / I I — '-9 6 5 ' \ Cpp1 \ ` ` \ ` \\ \ \ CL SAI \ \\ \\ \ \\ \\ \ \\ \ ) G J� / o' � TRACTOR 0 CONFIRM L,OCA�ION OF \ \ \ \ \ _ _ 67 \ \ � \\\ \ \ I 8 \ WID H 1 = 4.5' \ \ \ 9 J \ — .— EXIS F PRI R TO CONSTR\JCTIQN. \ \ \ \ \ INV. O fi83:4,0' 15"RCP:. / I 2 — (, YP) \ ` \ \ ` \ ` — �9 _ , \ h TN \ \ \ \ 1 .•� / / / I \ \ \ \ \ \ \ \ � 6 ` WID 2=6.1' 18"DEG \ t \ \ \ ` \ \ \ \ ` — �' \ ,o �FII�GTH = 8.0' 231 \ / \ \\ \ \\ \\ �� \�\\ \ `@\�`\ \ \ \ DE H\1.O' 2O� I \ TIE EXIST. PIPE TO \ \ \ \ \ PROP. MANHOLE. \ CONTRACTOR TO I ` \ \ \ \ \ \ \ \ \ T \ 6' \ \ \ \ \ \ \ a 9/ / / '\ CONFIRM LOCATION EMERGENCY ` \ \ 690 \ \ \ \ \ 6cpS \ \ �\ \ \ \ m \ \ s \ \ \ \ 8>3 BbN 4 7 / \ \ \ ( \ \ \ \ \\ Po OF EXIST. PIPE PRIOR OVERFLOW DRAIN INv=ssa' — TO CONSTRUCTION. TO DAYLIGHT 232 TIE b XI&'�OF L UG LEAD TO VIA\692 PLAYGROUND 11/ OF MANHOLE TOP TO OD �TATqE"II ALIGN THE FRAME AND INSR DISCHGOED COVER WITHIN THE III I INCIDENTAL CONCRETE SIDWLK I/ II \ \ \ \ I I I STORM \ WATERS \ \ \ \ \ \ . \ \ \\ 1 11 I I \ I i I J� / % 693 / ` , —693—t ADJUST INTERNAL ' \ 1 fi"q�P=892.83' f \ \ \ \ \ `' \ \ \ \ I a Io I I It I 40' Q I I THftT 41� Y \ TOP=,J'WF,C n I�TER VA�1�6y �I' �/ I STEPS ACCORDI LY. / \✓ T=689.90' !¢OT=689.89' I \I I 1 I 1 II II I II II II II II II II II II I II 0 I II II II 11 II I I V AA I VMDO Architects vmdo.com 434.296.5684 200 E Market Street 2000 Pennsylvania Ave NW Ste 7000 Charlottesville, VA 22902 Washington, DC 20006 � 00090 s �0 0 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • rbemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 Checked By Designed By Drawn By Bryan D. Cichocld Z lie. No. 53741 001 lY' yS87� IONALG B. CICHOCKI K. ROESER K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 GRADING & DRAINAGE PLAN C5ml • : l A ' . .• . ' : :IL(H� :: ( 1I I \ / - \\ \`\\ \ \\ \\ 678.02' \\26743 692.8 6770' \68y f67' .( \ INV. lN= 83.$6' 15":RGP (N). I I I _ 'i' / / // - 692- �\ \ \ \ \ \ \ \ \ \ \ 677.58' s \ \ \ \ \ \ \ \ \ \\ tD a INV. 1N=6 .:40' 12" H©P. (W.- : I I I f - - - - - �Q I i/ / 6g0 �� ^ INV. N,; 044.13; 4"(BLDJ :: l I I J ft IN O - 83. 01 TJ�, ° RC.f'" S9� J / 689 \ 8"DEG7.4T / C9 691.77, 690.53' \ / / / // \ \ \ \ \ \ \ \ \ \ \ \ \ \ 6 ` \ / / �� 693.02 90.73' \ u\\\\�\\ f \ 6y \\ \ \\ \\ m\ o \ s \ \ \ \\ \ \ \ \ \ \ \ \ INV = 67 64' \ \ \ \ \ \ \ \ \ \ \ I / ✓ II \ / r \ ` ` \ \ \ \ \\ 1ZDkC 'Lb I / G s r � i � --�-� / 5 II/ sszsr �/ \ \ \\ \ 1 \ \ \ \ \ \\ \ \ \ \\ I I I II I . / 1 1 1' I TO 692.94' / I < \ ) \ I I \ \\\ \ \ \ I I V �P/� // e I / 1 b h q 1 \ \ \ \ 1 I 694.72 GP/ \ / ` / / P=692.83' / \ / \ \ \ S - / 11 693.02' I 90117 689.89' T=689.90, \ \ \ \ \ CHLI SEES ETC / 693.II / / rOPk9z.6a' 6"O `66 ` \ \ `. ` \ \ \\ \ \ \ ` 1\I I I \L\\\\\\\\ \ \ \ I ^• I I i rh �''4�'',�. B07=690. INL 1'NYLO \ 0 \ \` \ \ \ O � ELEC. 0 G � v' INLET (TYP) / 0 S�,hNr'' / O O TOP=692.82' 1 %A,,/�� \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \\ \ \ \ / 694.1 I I / 6" DES \ \ \ \ \ \ I \ �\ \ \ B0T=690.50' \ \ \ \ 1 \ \ \ \ � 9 1 \R I - / Y \ \ \ \ \ 1 I / I/ ' c'G FF680.75' .G 1 1 \ \ \ \\ \ \ \ it / 691.50' _� \ \ \\ \ \ m / TO P� / / I j SO INLET / \--680.58 - - - \ 680.4fi' \ \ \ \ \ \ \\\ I \ \\\ C I \ \ \� \\\ \\ \ \\ \\ \\ \ 1 rn o p 1 i'HNYLOTOP=691.85' - s B PROPOSED \ \ \ \ 1 / sss.s8/ / rp 1 INV OUT=68730' 12"HDPE - / MOVEMENT ADDITION-----_13 __- 1 \ / - _ _ l t_ \�� FFE=693.42' FFEi 93.42 FFE=693.42' \ \ \ \ �N \\ APPROXIMATE LOC co / _ _ \ \ \ \ \ \ \ \ \ ` EX FIBER OPTICS VAULT. o 696.17' _ TMP 56-64E I 1 \ rn \\ 1 \\ \ rn TC/ / r _ 693.42 FFE 693.42 \ \\ \ i \ \I 1 \I \ \ \ \ Z_m \ / 693.50' 1- I \ \ A CONTRACTOR TO VERIFY i� _ 0 3. fi - _ COUNTY SCHOOL BOARD OF Tw 680.75' 1 cr \ \ pN \ \ \ 696 I - = =- _ - y EXISTING CROZET ss2.32' 693.32' 1 LOCATION PRIOR TO / - Z I- - ALBEMARLE COUNTY, VIRGINIA 1 I \ \\ z \ \ I \\ \ rn '- a 9/ -' ' ELEMENTARY Ts I 1 1 1 1 1 \ I \ CONSTRUCTION. f S G / , - I DB. 1044, PG. 498 693.32' I I \ o m \ \ \ \ \ / SCHOOL BUILDING Bs 694 81' I \ \ \ \ \ \ \ \ I� to 692.32' 692.54' BW 1 1 I 1 \ \ \ 95.50' 1 DB. 1098, PG. 703 693.42' J 1 �' 1 I \ APPROXIMATELOC / / / / /J / / PROPOSED ZONED: RA(RURALAREAS) gw g5 /j / _ 693.32' I EXCOMM LINE. / 1 / I 6 _ KITCHEN 693.93' TIN \ \ • \ �/\ l 1 / / - I TW CONTRACTOR TO VERIFY / / ADDITION 694TIN BS LOCATION PRIOR TO / / / / / O TIN 6973 2 ssz.32 Bw Q O 694.81' 692.33' I 1 \ \ \ \ I \ \ / / \ \ \ CONSTRUCTION. / r l I- / / ^ - _ I \ \ � \ I FFE'702. \I `\ 698 I I 1 1 \ \ \ \ \ ` \ \ / � \ 693.42' 1 I I \ � / \ \ TC / ' TO / TW I I .\ I I I \ 1 \ \ \\ \ \ \ \ \ 1 15, WIDTH UN ERGROUND / / /698.06' / 699.44'\ UTILITYEASEMEN FOR VIRGIN I / / // / \ _ TIN BW o` \BW 5 6BW82 1 I r 11 I I �o \\ \\ \ \\ \ \ \ \ \ ELECTRIC 90WER COMPgNY TC - \ I 11 I \ \ \ \ \ \ \ \ I 1 OB. 110Z P . 3f0 // l / EP K'698.13 - -' ` \ 702.96' 704 694.53' 693.03' 692.Jo" PROPOSED II II / 697.62' /Z °°""° t I TIN _ BW32 CLASSROOM I 11 II I I I \ \ \ \\ \ \\ \ \ \ ) \ \ \ \\ \\ \ \\ ' BW 693.32' BA \ FF702.35' / I o - t \ 0 703.74' 695.05' 695.0�1' �1 / I I ' I I I I I \ APP AREAS d 1 \ \\ \ \\ \ \ \ \ II I .I q. ssBS s \ ADDITION MEN 699.18' TVJ _ w $ a -� - "` es \ Tw ssass' 1 \ \ \ \ /yP / II I I (/ I /oDl / 702.18' - - - - - - - - - - - I - - r ^10 - _ 7�3 BW \ 93.0 695.03' / / I 1 I 1 I 1 \ \\ Rt'C\E 1G�y PLANT WH/pS I I =/ rn I 702.74' 03.95' I \ 1 1 1 / co BS .4 /1 / \ 702.74' \ 70395� - ' \ �\ _ _1p 693.55' _ - 695.15' TW 694.81' / = 699.1 @' - 703.24' - _ 694.81' TS 1 / 702. 703.85' \ 696, 9C II I = .18i ° \ 103 703.69" / 703.85' / TIN _ 693.42' 701.17' TS \ \ • • \ / 3 / TS 697.57' "69 � " TS - _ T ` 693.41' I a I = FFE=702.35' 702.48' I 70 / 6�JT.67� w� CONC. DIVERSION �7 1 1 \ 1 \ \ \ �` I I \ _ \ \ I 703.08' 6�7.76� BW / / / 1 I Y I W' \ I TC 10/ _ - -70 ` \ ` \ 7 ' \�_ 98 - :69_7;£7�fi89:44'�: ;. \ BS 693.38' // / / I \\ O^W/MHO \ \\ 1 \\\\ \ _ BS \ 7-0353 / / ' _ 02 - I \ / 699. 1' I TW TW 700.98 o,\ 7Q2 TS - j02 I b b 4 : �. : r / / / \ I I / fi7 TO-67�' \ II 11 _f 702.23' 702.23' _ 703. 4' / 8' 6 - \ \693.38' ( / 1 I / �\ \ \ \ I \ \ 700.80' 8"DEC 8"DEC 8^DEC 698.18' \ \ . i 6 3.42' 5FE=693.42' / , \ \ \ \ I \ 4 4C I f , 696.8T Q _ 700.65' _No,.0 y \ 97.29' \ i 1 , \ �1 ` \ \ \ \ \ \ I II�� V' BW �700.95' 701.93' TO BC ' \; : \:\ \ / / , 1 \ \ ' \ I \ IB97.37' ( E S BW BS 701.53' 701.99' 700.88' ,� 700.78' / TC \ 696.97'� I I I I \\ I 1 1 1 I I I I \ 697s� \ _ A� \ 699.56' \ 700.6700.94' \ 700.85' 701.52 701.40' 701.69 . ° / / \ 1 I \ \ \ \ 01.7 ' ,� / sss.25' / \ �' . \ ILO F : 68(�'.75 / JI \ , I I °"` 700 \ L1 FFIE: 693.42 / \ I I I \ \ \ \ \ \ \ \ \ I I I I \ / TC ° ° LTC I / fj / 1 697.�e 1700.73' 701.20'/ °"°°_"°°° TC TO 1 a� \ \ \ TC-BC TCBC- 701.35- TO PC 701.89' I 701.22' 700.�9' \ 697.81' 696.42' I / / I / \ 1 I \ \ \ \ \ \ I I T 6 0 p I NT41'- - 1 TC-BC _= TC-BC0030 -1 \ RIM \ BW �.: \ / / / 98.10' 1 rp0 O 700.55' = 700.62' EP = EP 700.72'-700.g0�i - -W- W' fi93.48' \ 1 v \ \ \ \ \ q _ 0 7o1.5a' 7o1ss' o 0 9 s s:: I I D I 1 C9 IL I Aj \ -lit w LW " ^ �� 6°j O �o_ RIM G96.a7, .51':- . \: \ \ \ I I \ \\ \\ \\ \ \ \\ \ \ \ \ \ \ I I l TC TO TTT� / &96.75' r, TS • . :. \ :\; :: \ :: \ I 1` \ TC O I ` 698.1�G' 699.22' 701.06' = 701.18' 700.68' /700.62' / I SD URB /NLI ET W/ GRATE 697.45' \ _ _ - - / / 696.88' \: • \ . - I \ w \ \ \ \ IN . OUT=6�.37' 15"RCP I I I �� I TO 8„ b� q� 4 - �o_�- iN' 697.52' 696.08' 69 . T Ur _ (iGe _ UGP _ _ UG mot" UGP UGP _ 8 694. 690.76' � \ \ \ \ \ \ \ \ \ / \ 697.97' -UGP =z _ _ v 1 �_- 8" _ 12" 8" - \ :C : \' \ \ \ TO 696.19' I I I 1 15" RCP \ I \ \ \ I N I -------- -�------_�--- - -- ------ - ___-- -- ---- -- _= I __ -- -- -- - - ----- - --- ---- - --- -- --- - --- - - ---- \ \ I II I l / 0 / I / ---�\ --- -Z 15"RC \ 681 I 09 SD CURB /NL T W/M I I I I a I I TO I / / 1 - - - - - - - \\ \ -696. 6 Yr°� TO 697.00' / 699 22'8.67' 1 \ 1 5\ 'i2S "DEC 696.90' \ • ; ' • 8 \ \ 68 \ \ \ -' \ IC9 I 1 L / 1 INV /N=687 7'1 R P \ ` I 6� INV O T=68Z 5' 15" R� P TC N,. ;rD_. d 1 \ \ \ O \ \ \ \ m \ I \ 70 M 6v .: ' 1 \ \ \ S\ 6t \682 \ \ 00 \ \ \ vN \\ \ 1 I / SEE DETAIL THI SHEET 1 \ EP 696.86' 692.67 691.5 ' �' \ \ \ \ \ cq \ \ \ CP \\ \ \ \\ z I i L \ \ I \ \ \ E L \ \ \ I I I / 00 \ 07 ey \,9� \' I Z I I , 0g 7 I 68.98' 10^ C 'o� \ \ 9"\\ 69j 1 I I I I I 1 0/ /1\N 99.00' 1 r/X > 'O\ \�\ s9B1� 697.78 \ h I I I I I II II \ \ \\\ \ \\\\ I I (p TO T I I TC I I I I \\ \ \\ I I 699.14' 6 8.88' I I #197.513\683 \ \ \ I / \ V I �I I 699 699 TO I Tc 7 \ \ \ \ A 699. 2' 1 \ \ ss .a8' \ :d I I I \ \ \ \ I 69 98' / 701.15' / 702.32' ' \ �� -� �- \ 700 32' \ \ ` / 1 1 I TO .\ \ 00 / / D I ` 1 JGp / \ \ II EP I I � - _ I/ I 7,E1IS1' I I _ - �' -TC I / / 1 I � I � i \ \ 683.78' \ ` \\ \\ \ \\ \\ I rT� ��� TO \ 702.17' 1 - - \ / I \ TC TO 100.19' - - 7 0 - - - - - 702.41" �❑ TO - - - - - 1- - \ - - TCCL �\ \ \\ \ \ 699.80' 700.33' T702.43)- / r - C 697.22' 700.93' 700.77' /, 700 / 03.58 702.42 / I 6980 3' / / % I I cc \ \ \ \ \ \ \ X.=674.5` / I _ \ 700.65' 1 TO 02 / T SETBACK TC / Ir 1 1 T I p IP \ N O \ \ OPEN dND1�\ 1 700.65' \ II TO 7 2.51' / ) ' FRON6s7ss' / / 1 1 I I I I 1\ 684.1 \ \ \ O II I I I----\`702.74' / \\ ra`�^ / /rn Z - I I `_ �� - 1 I D O r I I 1 \\ ti III �x I TO `�� TO �� i �I / 6• I I 701 73' 701.53' / - 701.E4' \� i / 10^ / / 70�86' TO a JA/701.95'IO SET / / I I \ 700.941�--- _ 72.05' TCI\ TO TC-1TTO 2_07' -� - - C �'`�702 \ TO \ I 1701.9T // 700./2' / / / 6963116 / I Imo- \ \I \ �\ / \ \ Z I i i I / / -^ 702 702.13' - - - - 702.80' I TC�p / _ - ' / / / / /\ / / / / 11 I TO TCq PE TO - - - - - Ilm Oyq - - - 703= - _ _7 44-- - - - - - - - - - - 20'WATERL/NE EASEMENT 1 I r - _ _ - 01.11' ` 700.59' ^ / / / - ' / / / / / b"e3 1/ / / Zbd/ I / i ' �" 70 \ INV 681/56' ' 702.08' - / �+y 7 Iy iA/P 86 \ 8" D C \ OPP. 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SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 GRADING SPOT SHOTS PLAN C5.2 ROCK \\ARMOR �1 1 rROCKARM�R \ \\ 11 \ \ I , I I ' _LLJ ---- `- Y, i l 1 1 I 1 cWi II \ I I LWL I \ \ 1 I I m 1 x \ I 1 1 688.67' ` 689106' ` 688,73' \ I 689.37' I /J689 / Q II \ I a0 0�o CIO I \s I I 690 689.85' O 11 CDm mD i \\ 1 9�. _ _ I \ 689.15' 1 I I 1 I I I I r - \ \ ` \ \ \ I \ I � � I II •• 11 1', 89.62' I 11 11 I II 11 I 1 \ 69 . 2' 689.95' I 690.45 1 I\ I l \\ \ I I 690.4 e \\ \T \ I 90.62' 1 \ I I I 1 I- - - 6 0.6TC ' \ I I 1 00 1 1 ' 11{1 00 o00 000 m cO 1 TC I I m cD CO C 1 , \ 1 1 ' I ITC TC I a I \\ , 690.4� / 6 9.87' r ' / I 1 I 1 309 1 I 1 \ 6 6$9.001 ' 1 1 / , 1688.92' I / I \ \1 c co 1 1 / , 688.85' / RIM cp I / 1 I I / 680.91' r09 / / / / / APPROX TREE 1 rc f Tc , I D / 31S / 690.40' 689.83'- ` D 1 1 1 1 1 1 1 1 1 1 1 1 1 \ \ \ / / If // , If \ I I / It BLOCKRATAIN/NG 1 : • C 1 : I : j : 1; I I / WALL 1.0' nW) It I I 1 If r:j::• 1 . 1. 1 � I / EXISTING SOCCER FIELDIf If T. co \ \ STEEP SLOPES I I I •I: L :: \ I \ \ \ I I I 1 1 / (MANAGED) I I 1 1; ij \ J \ \ I 1 I \ 1 \\ I I I I I I \ \ \1 �I \ \\ \ 1 1 N IMP 56-64E COUNTY SCHOOL BOARD OF ALBEMARLE COUNTY, VIRGINIA DB. 1044, PG. 498 DB. 1098, PG. 703 ZONED: RA (RURAL AREAS) I I I I \ \ IN,\ \ \ 1 \ I I \ I I I 1 I \ \ \ 1 Q 679,78` 679/4' '.7 I -C 675.04' 674.94' \ \ \ \ \ \\ \ \ \ \ \ \ \ 15"DEC 1 "=20' � � - �81.80' \ \ \ \ I (MA I 1 I I / / / _ - - - - - \ \ rn \ \ \ 681.90' , 1 \\ \ \ 12" DE,C / sa, s3, sa1.7a' . /. � 681 .SLOPES 18 \ \ o \\ \ \ \ 673.29' \ I \ on Du \ \ \ I \ \ 82.56' I-i MANA 673.19' • •\ - / \\ \\ \ \\\ \ \\\ \\\ 8„DEC can 683� / I / / �' .3'iE�PG LOPES -J / 683.55 1 / i/ �%/ - �/ / I - _ - M ED I1 \ / ♦\ \ 68 \ \ \ \ \ \ _ \ \ \ 1 / R4CE \ \ \ \ \ \ � \ \ \ 1 \ I I I _ I 1 \ \ \\ i 1 \�\sa1.2�' \ \\ \ 1 \ \// sue/\1II\/ p / 8T1 / 1 / I 1 878Y\ 1 I \ \ 683.80' \ I jj.•.•:��''/ _ (-/---------- --- 681.17 \ 6>I4 71• � '/' � 1 Ir 4 / � /' \ ♦ ♦ I , 'I I I \ \ 1 \ \ \ \ \ \ \ \\ \\ \ \ 11 \ I \ � t I / l ` \ m I I _ 684.'61 - - \- _ / §84.23' 8q �-/ \ .�.. :I..f: /L� l TC I I \ \ / / 5P� ( 10DE It STEEP SLID,p. 683.37 (CRITICAL SLOPES) , I - - - 6-83-21-' I\ \ \/ - - - 680,77P\ \ I bs 1 .' j':/:: /:;( I \ ♦♦♦♦\ 685.46' ':G: is •':.\\1 /,l _ \ / 1 --- 683.2T\ -�� ! _ ♦♦ A ii 9.95' A \\ \ \ \ \ \\ \\\\\ 1 can �0♦ \ \ ° 685.5 RlM 683.2T _ _ ` ?09 ENT 689. ` / ` 680.92� \ - - - _ _ - \\ / 20' SAARY SEWER EASEM . / / ♦\ _ BS \ , \ � ORAL �IARLECOUNTY \ \ \ \ \ \\ \ 1 \ 6 ♦ ♦ ca \ 1 \ \ RV/C AUT R/TY 68 - - 8Z ♦ 680.45' \ 1 � \ \ \ / / , I HP \ ♦ - / L� _ 6 RIM ♦ , \ D . 976, PG. 96 689.19' f _ \ \ \ ` . 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Cichocld Z lie. No. 53741 yS87� IONALG B. CICHOCKI K. ROESER K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 GRADING SPOT SHOTS PLAN C53 VAJx I) C) VMDO Architects vmdo.com 434.296.5684 O. 0_ O. O. LO M C L O L = x '� ,'t u� L o C LO C ,�..� C ^ C r00 W uM7 ,..� O` _ O _ C 0) M C14 N o N M N N o LL7 O) W MO 0) C14 CS N O N N 0) u� O M p W O) L O O w 0) O (O N L u0 M (D 0 M O Q) 0) u') N a, if1 LL7 " q u) u0 F. 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' MIN. 3' MIN. �- l 695 695 151 149 g .03' OF 147 172.49' OF 1 "HDPE 40.86 OF 15" HDPE 0.75% 690 5" HDPE 0 0.68% 690 APPROX. LOCATION OF EXISTING WATER 685 LINE. LOCATION AND 685 DEPTH TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 680 680 675 1 1 675 9+50 10+00 10+50 9+50 10+00 UG DETENTION - STR 134 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 11+00 12+00 13+00 UG DETENTION - STR 152 0 2 M L) ca O O N o ov nlu;.- rn� 2 o O _ �_ M �_ �_ M �_ N F � .. 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PROPOSED L129 � 685 GRADE 685 54.73' OF 21" HDPE 680 11 I 101 105 @ 1.40% 680 45.98' OF 39.84' OF 675 675 21" HDP @ 0.50 /o @ 0.50% 1 7 6 .08' OF 2"' HDPE 1.00% 670 670 665 665 9+50 10+00 10+50 9+50 UG DETENTION - STR 132 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 -STORMTECH DETENTION WITH ISOLATOR ROW - STONE BASE AND UNDERDRAIN 10+00 11+00 12+00 12+50 STR 100 - UG DETENTION HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 STORMTECH DETENTION WITH ISOLATOR ROW - 710 710 705 705 EXISTING GRADE PROPOSED 700 GRADE 700 695 695TIV 690 :4 IN. 690 PFL 145 27.69' O 12" HOPE 0 8.00% 685 685 680 680 675 675 9+50 10+00 11+00 UG DETENTION - STR 146 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 695 695 690 690 EXISTING GRADE PROPOSED 685 GRADE 685 680 680 0 107 23.50, OF 675 12" HDPE 675 @ 1' 0 670 670 665 665 660 660 139A: 12" Nyloplast Basin - Solid Cover- STA 10+77.85 TOP 697.31 INV IN 689.39 (139B) INV OUT 689.29 (139) 138: 12" Nyloplast Basin - Pedestrian Grate STA 10+66.18 TOP 696.75 INV IN 689.17 (139) INV OUT 689.07 (137) 136: DI-3C 6 ft Throat STA 10+19.04 TOP 696.16 INV IN 688.48 (137) INV OUT 688.38 (135) 715 STORMTECH DETENTION WITH ISOLATOR ROW - 9+50 10+00 11+00 STR 126 - STR 106 PROFILE HORIZ SCALE: V=50' VERT SCALE: 1 "=5 EXISTING 700 GRADE 700 695 1 11 695 690 690 PROPOSED GRADE--] 685 685 2.3' 113 680 109 67. 1161 OF 680 12" HDPE 6 .49' OF @ 3.44% 12' HDPE 0.50% 675 675 670 670 665 665 STORMTECH DETENTION WITH ISOLATOR ROW STONE BASE AND UNDERDRAIN 14+00 9+50 10+00 11+00 12+00 STR 108 - UG DETENTION HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 139C: 12" Nyloplast Basin - Solid Cover STA 10+97.65 TOP 697.56 INV IN 689.80 (139D) INV OUT 689.59 (139B) 140: 15" Nyloplast Basin - Solid Cover STA 11+28.57 TOP 692.75 INV IN 690.11 (143) INV IN 690.28 (141) INV OUT 690.11 (139D) 715 715 710 710 705 705 700 700 EXISTING GRADE PROPOSED GRADE 695 _ \ 695 690 690 - - 141 7 27.85' OF 8" HDPE @ 1.50% 685 135r 137 139B 685 19.80' OF 139D 18.43' OF 47.14' OF 15" HDPE 12" HDPE 12" HDPE 30.92' OF @ 1.28% @ 1.25% @ 1.00% 12" HDPE @ 1.00% 1391 680 11.67' O 680 12" HOPE @ 1.00"/ 675 1 675 - TRENCH DRAIN 9+50 10+00 11+00 12+00 UG DETENTION - PIPE 141 HORIZ SCALE: V=50' VERT SCALE: 1"=5 m 0 U a 0 U C Q co _M m N I V O O Lo N zono0o U�) C)OZZ0 O �0>> > U)P- 715 710 710 705 705 700 700 695 FPROPOSED GRADE 695 I690 143 27.98' OF 8" HDPE 685 @ 1.95% 685 EXISTING GRADE 680 680 675 675 0 50 PROFILE SCALE NCH DRAIN 9+50 10+00 11+00 STR 140 - PIPE 143 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 200 E Market Street 2000 Pennsylvania Ave NW Ste 7000 Charlottesville, VA 22902 Washington, DC 20006 �0••�� • 0 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • rbemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 Bryan D. Cichocki Z Lie. No. 53741 O.G) 1Y' W87� 1SSIONAL G Checked By B. CICHOCKI Designed By K. ROESER Drawn By K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC. 2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 STORM SEWER PROFILES C7n0 UNDERG DETENTIOI` 216: 18" Basin - Circular Grate 212: 18" Basin - Circular Grate 214: 18" Basin - Circular Grate m STA 12+68.62 STA 12+87.86 6 TOP 683.10 TOP 683.75 O O INV IN 678.05 (213) INV IN 679.96 (215) E E INV OUT 677.95 (211) INV OUT 678.24 (213) 0 0 0 210: 18" Basin - Circular Grate ch STA 12+30.28 m @ m CMM m M 206: MH-1 TOP 682.06 P v V M (�i m v P v STA 10+71.73 INV IN 677.66 (211) 220: 24" Nyloplast Basin - Dome Grate F 0) f0 O rn m O H to TOP 681.19 INV OUT 677.56 (209) 12 STA 13+66.81 ro r o 4 Cq 0 00) `'• o 00 N INV IN 676.67 (207) 208: 18" Basin - Circular Grate ^ N TOP 685.75 U � 0) 00 z ao o 0) oo O o ° T O M 0 Co a0 rn m INV OUT 676.57 (205) STA 11+85.32 U V V o INV IN 681.60 (219) M + F N + ri F = o CM I- o °+° of 236: ES-1 for 15 inch Pipe �? + rn 0°0] 204: ES-1 for 18 inch Pipe TOP 680.70 c N O O o '0 INV OUT 681.50 (217) p 00� o CO O oo� m O ��oZ _ O M 000� m O STA 10+04.64 (0 O STA 10+04.36 INV IN 677.34 (209) co ,n ,n N 0o m M o o (o 218: MH-1 6o Q o > O 0 Q d > O M O > > v Q o > TOP 686.56 ad Q ° > N TOP 677.90 INV IN 677.34 (223) 00 + ui 00 00 STA 14+08.23 z (h rn ~ - O z ~ - (� v7 H ? ? N � ? INV IN 685.19 237 ( ) INV IN 676.23 205 ( ) INV OUT 677.24 (207) co Z Z TOP 688.10 F a- > > INV IN 683.04 (EX 229) CM rn P- ? ? ? INV OUT 682.94 (219) 705 705 715 715 715 715 715 715 700 700 700 700 695 695 690 690 685 685 ROUND SWIM 2 680 680 675 315 12.18' OF 15" HOPE @ 8.48% 675 670 670 665 665 9+50 10+00 11+00 PIPE 315 - STR 316 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 STA 13+09.62 TOP 685.32 222: 12" Basin - Circular Grate INV IN 680.50 (217) STA 10+17.81 INV IN 680.50 (221) TOP 685.54 INV OUT 680.40 (215) INV OUT 680.91 (221) 710 710 705 705 700 700 695 695 690 690 PROPOSEIE GRAD EXISTING GRADE 685 685 3' MIN. / 680 680 221 13.78' F 12" HOPE @ 3.00 675 675 670 670 9+50 10+00 11+00 STR 216 - STR 222 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 710 710 705 705 700 700 EXISTING GRADE PR POSED GRADE 695 695 i 690 690 58.86 OF 6. DIP @ 1.00% 685 685 680 680 675 675 9+50 10+00 11+00 STR OD1 - PIPE 231 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 208: 18" Basin - Circular Grate STA 10+01.61 TOP 680.70 INV IN 677.34 (209) INV IN 677.34 (223) INV OUT 677.24 (207) 710 1 224: 12" Basin - Circular Grate STA 10+48.53 TOP 690.23 INV OUT 681.09 (223) 710 720 705 705 700 700 695 695 PROPOSED GRADE 690 690 EXISTING GRADE 685 685 680 680 ,yti�pQ 9 A6 Z > �00 Oo�o 675 675 670 670 9+50 10+00 11+00 STR 208 - STR 224 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 710 710 705 705 700 700 ROPO' RADE EXISTING 695 GRADE 695 690 iF, 690 685 685 680 233 680 89.73' OF 15" HOPE APPROXIMATE LOCATION @ 0.90% OF PROPOSE GEOTHERMA WELL PIPES 675 675 9+50 10+00 11+00 STR 232 - STR 234 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 co 0)M L �n Vi v r_ r _ N F O Cl)Orn N O M �omcoa0 MCOLq, +00 01 H cM ((00 + 0)F �,�Z Z 0 O�O0 CFO >> 0 ICOFZZZ �U)FZ 720 715 715 710 710 705 705 PROPOSED GRADE 700 EXISTING GRADE 700 695 1 695 690 153 61.33' OF 12" HDPE @ 0.75% 690 685 685 680 1 680 9+50 10+00 11+00 STR 148 - STR 154 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 710 710 705 705 700 700 695 695 690 PROPOSED GRADE (STING RADE 690 685 685 680 23 4.04' OF 5" HOPE 0.50% 680 675 675 11+50 9+50 10+00 11+00 STR 236 - STR 238 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 404: MH-1 STA 10+36.21 TOP 697.97 INV IN 691.92 (EX 405) INV OUT 691.87 (EX 403) 402: DI-31B 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 �u 690 690 EX 403 EX 407 36.21' OF EX 405 38.02' O 15" RCP 14OF 15" RCP @ 1.24% 15"RCP @ 0.87° 685 @ @.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 "=5 695 695 690 690 PROPOSE 685 GRADE 685 EXISTING GRADE 1 � - - - - - J L 680 \ 219 680 41.43' OF 217 15" HOPE 215 57.11T OF @ 3.23% 21.76' OF 15" HOPE 207 15" HOPE @ 1.75% 675 113.61' OF 4 9890E @ 2.00% 675 18" HOPE cc 0.50°k @ 0.50% 211 EXISTING 8" 38.35' OF SANITARY SEWER. 18" HOPE 670 @ 0.75% 213 670 19.24' OF 18" HOPE @ 1.00% 665 665 660 -6130 0 P 9+50 10+00 11+00 12+00 13+00 STR 204 - STR 218 PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 304: 15" Basin - Solid Cover- STA 10+57.87 TOP 679.78 INV IN 675.85 (305) INV OUT 675.85 (303) 302: ES-1 for 15 inch Pipe STA 10+11.96 TOP 676.59 INV IN 675.22 (303) 705 0 � O co i M �f1 u6 0 0 co 6 ((00 n O+(0Z 0 - O O�P-z z U) 50 OFILE SCALE 14+00 14+50 5 310: 24" Nyloplast Basin - Dome Grate STA 12+22.67 TOP 684.00 rn con INV IN 679.32 (311) v oo INV OUT 679.22 (309) =v U , 0 0 n o 6 rn 06 (0 312: 12" Basin - Circular Grate O , 00 m � STA 12+43.94 - (O Z O TOP 686.51 O > > D INV IN 679.82 (313) e) U) ~ - - INV OUT 679.72 (311) 705 700 700 695 695 690 690 PROPOSED RADE / 685 685 WEIR PLA UNDERGROL GRADE DETENTION; [EXISTING / (0.2% SLOPE 680 680 000 313 24.57' F 15" HOPE @ 0.75 675 305 4" SOLID 675 42.99'OF HDPE WITH 311 15" HDPE INSERTA TEE 88 28' OF 309 21 27, O @ 1 40 k CONNECTION 15" HOPE 33.53' O 15 OPE @ 1.73% 15" HOP H @ 190% @ 3.40° 670 670 30 45.93' O 15" HDP EXISTING 8" @ 1 38o SANITARY SEWER 665 665 9+50 10+00 11+00 12+00 STR 302 - STR 310 HORIZ SCALE: V=50' VERT SCALE: 1 "=5 TE ND iWM 2 1 13+00 13+50 VAJx I) C) VMDO Architects vmdo.com 434.296.5684 200 E Market Street 2000 Pennsylvania Ave NW Ste 7000 Charlottesville, VA 22902 Washington, DC 20006 � 00090 s �0 0 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • bemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 Bryan D. Cichocld Z lie. No. 53741 " 2/S�Zf O.y, 1Y' yS87.� �SSIONALG Checked By B. CICHOCKI Designed By K. ROESER Drawn By K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 STORM SEWER PROFILES C7ml ROUTE PROJECT CROZET ES DESIGNER: A. BARNES CHECKED: DATE 121212020 UNITS:NGLISH INLET rn a a 5 O 6 u� U u O .n _ v r t. i a m N O E 5 pg Sag Inlets Only m 5 ri f✓ -p� a� q v i 132 DI-3C 6.000 0.190 0.89 0.169 Back/Lt. 0.000'RIGHT 0.169 4 0.676 0 0.001 0.0370 5.704 2.000 0.351 0.0833 2.251 3.11 Bwk/Lt. 0 4 0 0 Ahead/Rt. 0.676 0.001 6 0.676 1.173 0.296 0.333 0.8889 3.173 2.642 Weir Flow 136 DI-3C 6.000 0.240 0.80 0.192 Bwk/Lt. 0.000RIGHT 0.192 4 0.768 0 0.001 0.0330 6.447 2.000 0.31 0.0833 2.524 3.21 Bwk/Lt. 0 4 0 0 Ahead/Rt. 0.768 0.001 6 0.768 1 1 1.277 0.264 0.333 0.7928 3.277 3.225 Weir Flow 138 DI-1 1.000 0.010 0.90 0.009 Bwk/Lt. 0.000'RIGHT 0.009 4 0.036 0 0.0010 0.0208 3.050 2.000 0.656 0.0208 l 2.00 Bwk/Lt. 0 4 0 0 Ahead/Rt. 0.036 0.0010 1.000 1 0.036 0.532 0.166 1 2.532 2.132 Weir Flow 146 DI-3B 8.000 0.170 0.83 0.141 O'RIGIIT 0.141 4 0.564 0 0.564 0.0360 0.0270 1.834 2.000 1.091 0.0833 3.085 1.000 3.35 0.1396 0.1666 6.337 8.000 1.262 1.000 0.564 0.000 1.834 150 DI-3B 4.000 0.230 0.69 0.159 Bwk/Lt. 0.000RIGIrr 0.159 4 0.636 0 0.0180 0.0300 2.508 2.000 0.797 0.0833 2.777 3.28 Bwk/Lt. 0 4 0 0 Ahead/Rt. 0.636 0.0180 4 0.636 1.316 0.240 0.333 0.7207 3.316 3.656 Weir Flow 152 DI-3B 6.000 0.070 0.84 0.059 WRIGHT 0.059 4 0.236 0 0.236 0.0350 0.0208 1.331 12.000 1 1.503 10.0833 4.005 1.000 3.50 0.1458 0.1666 4.358 6.000 1.377 1.000 0.236 0.000 1.330 154 DI-3B 4.000 0.050 0.90 0.045 WRIGHT 0.045 4 0.18 0 0.180 0.0200 0.0200 1.335 2.000 1.498 0.0833 4.165 1.000 3.52 0.1466 0.1666 3.288 4.000 1.217 1.000 0.180 0.000 1.335 208 DI-1 1.500 0.150 0.38 0.057 Bwk/Lt. 0.000'RIGHT 0.057 4 0.228 0 0.0162 0.0704 1.517 2.000 1.318 0.0833 1.183 2.31 Bwk/Lt. 0 4 0 0 Ahead/Rt. 0.228 0.0162 1.500 1.5 0.228 1.390 0.563 4.889 1.645 Weir Flow 210 DI-1 1.500 0.050 0.40 0.02 Bwk/Lt. 0.000'RIGHT 0.02 4 0.08 0 0.001 0.0208 1.727 2.000 1.158 0.0833 4.005 3.50 Bwk/Lt. 0 4 0 0 Ahead/Rt. 0.080 0.001 1.500 1.5 0.080 0.691 0.166 4.191 2.770 Weir Flow 212 DI-1 1.500 0.025 0.90 0.023 Bwk/Lt. 0.000'RIGII 0.009 0.35 0.003 Bwk/Lt. 0.026 4 0.104 0 Bwk/Lt. 0 4 0 0 Ahead/Rt. 0.104 0.001 1.500 1.5 0.104 0.721 T> 8.0It 214 DI-1 1.500 0.020 0.35 0.007 Bwk/Lt. 0.000'RIGHT 0.007 4 0.028 0 0.001 0.0208 1.165 2.000 1.717 0.0833 4.005 3.50 Bwk/Lt. 0 4 0 0 Ahead/Rt. 0.028 0.001 1.500 1.5 0.028 0.343 0.166 3.843 1.376 Weir Flow 216 DI-1 1.500 0.020 0.90 0.018 Bwk/Lt. 0.000'RIGE 0.050 0.35 0.018 Bwk/Lt. 0.036 4 0.144 0 0.0079 0.0779 1.461 2.000 1.369 0.0833 1.069 2.13 Bwk/Lt. 0 4 1 0 1 0 Ahead/Rt. 0.144 0.0079 1.500 1.5 0.144 1.023 0.623 4.523 1.095 Weir Flow 222 DI-1 1.000 0.010 0.90 0.009 Bwk/Lt. 0.000'RIGII 0.050 0.35 0.018 Bwk/Lt. 0.027 4 0.108 0 Bwk/Lt. 0 4 0 0 Ahead/Rt. 0.108 0.0100 1.000 1 0.108 0.968 T> 8.0It 224 DI-1 1.000 0.030 0.59 0.018 Bwk/Lt. 0.000'RIGHT 0.018 4 0.072 0 Bwk/Ut. 0 4 0 0 Ahead/Rt. 0.072 0.0100 1.000 1 0.072 0.739 T> 8.0It 234 DI-1 2.500 3.420 0.45 1.539 Bwk/Lt. 0.000RIGI-rr 1.539 4 6.156 0 Bwk/Lt. 0 1 4 0 1 0 Ahead/Rt. 6.156 0.0100 2.500 2.5 6.156 11.605 T> 8.0It 238 DI-3B 8.000 0.290 0.88 0.255 WRIGHT 0.255 4 1.02 0 1.020 0.0330 0.0270 2.984 2.000 0.67 0.0833 3.085 0.985 3.35 0.1396 0.1645 7.979 8.000 1.003 1.000 1.020 0.000 2.318 316 DI-3C 6.000 0.540 0.80 0.432 Bwk/Lt. 0.000'RIGHT 0.432 4 1.728 0 0.0340 0.0290 4.182 2.000 0.478 0.0833 2.872 3.30 Bwk/Lt. 0 4 0 0 Ahead/Rt. 1.728 0.0340 6 1.728 2.194 0.232 0.333 0.6967 4.194 6.304 Weir Flow 402 DI-3B 6.000 0.247 0.90 0.222 Bwk/Lt. 0.000RIG 0.070 0.35 0.025 Back/Lt. 0.247 4 0.988 0 0.0270 0.0160 3.892 2.000 0.514 0.0833 5.206 3.62 Bwk/Lt. 0 4 0 0 Ahead/Rt. 0.988 0.0270 6 0.988 1.511 0.128 0.333 0.3844 3.511 7.869 Weir Flow 406 DI-3C 6.000 0.510 0.74 0.377 Bwk/Lt. 0.000'RIGHT 0.377 4 1.508 0 0.0240 0.0240 4.697 2,000 0.426 0.0833 3.471 3.42 Bwk/Lt. 0 4 0 0 Ahead/Rt. 1.508 0.0240 1 16 1.508 2.003 10.192 0.333 0.5766 1 4.003 6.956 Weir Flow EX DI-1 1.000 0.060 0.35 0.021 Bwk/Lt. 0.000RIGfrr 0.021 4 0.084 0 Bwk/Lt. 0 4 0 0 tO.741 Ahead/Rt. 0.084 0.0100 1.000 1 0.084 T> 8.0It EX400 DI-3B 6.000 0.240 0.90 0.216 Bwk/Lt. 0.000'RIGII 0.080 0.35 0.028 Bwk/Lt. 0.244 4 0.976 0 0.0270 0.0330 2.929 2.000 0.683 0.0833 2.524 3.21 1Bwk/Lt. 0 4 0 0 Ahead/Rt. 0.976 0.0270 6 0.976 1.499 0.264 0.333 0.7928 r 3.499 3.784 Weir Flow EX408 DI-3C 6.000 0.120 0.75 1 0.09 Bwk/Lt. 0.000'RIGHT 0.09 1 4 1 0.36 0 0.0490 0.0218 1.464 2.000 1.366 0.0833 3.821 3.48 Bwk/Lt. 0 1 4 1 0 1 0 Abead/Rt. 0.360 0.0490 6 0.360 0.771 0.174 0.333 0.5225 2.771 2.945 Weir Flow Crossing - Crossing 1, Design Discharge - 4.2 cfs Culvert - Culvert 501, Culvert Discharge - 4.2 cfs 686-0 685-5 685-0 m 684-5- UJ 684-0 _ 683.5 683.0 0 10 20 30 40 Station (ft) Discharge Total Discharge Culverl Discharge Headwater Elevation Inlet Control Outlet Control Flmv Normal Critical ONler Tailwater Outlet Velocity Tailwater Velocity Names (cfs) (cfs) ut) Depth(fo Depth (ft) TypeDepth (ft) Depth (ft) Depth(d) Depth(ft) Mist (Ns) 10-YR 3.68 3.68 685.02 1,173 0.0' 1-S2n 0.458 0.775 0.486 0.597 8.348 3.444 25-YR 4.16 4.16 685.13 1280 0.082 5-S2n 0.489 0.826 a522 0.625 8.563 3.551 CULVERT 501 No Scale Culvert Calculations C Area Impervious Pervious C*A I10yr 125 yr Q10yr Q25yr 505 0.44 0.05 0.01 0.04 0.022 6.47 7.31 0.15 0.16 Ex Culvert 0.53 0.36 0.14 0.23 0.191 6.47 7.31 1.24 1.40 501 0.58 0.97 0.46 0.51 0.569 6.47 7.31 3.68 4.16 Crossing - Crossing 2, Design Discharge - 0.2 cfs Culvert - Culvert 505, Culvert Discharge - 0.2 cfs 706.5 706-0 705.5 705-0 c -- 704-5 aiUi 704-0 703.5 703.0 702.5 -10 0 10 20 30 40 50 60 70 Station (ft) Discharge Total Discharge Covert Discharge Headwater Elevation Inlet Control Outlet Contrd Flow Normal Critical Gullet Teilweler Outlet Velocity Tailwater Velocity Names (cis) (cfs) (ft) Depth (fry Depth (ft) Type Depth (ft) Depth (ft) spat (ti) Depth (ft) (Ns) rtfs) loyr 0.15 0.15 703.00 0200 D.0^ 1-JSit 0.117 0.149 0.2" 1.065 1.081 25 yr 0.16 D.16 703.41 0207 0.0' 1-JSit 0.121 0.154 0.220 N. N. 1.097 1.099 CULVERT 505 No Scale Crossing - Existing Culvert, Design Discharge - 1.4 cfs Culvert - Existing Culvert, Culvert Discharge - 1.4 cfs 701 700 i 699 c cu 698 au Lu 697 696 695 -20 0 20 40 60 80 100 120 140 Station (ft) Discharge Total Cavan Headwater Inlet Outlet Flow Normal Critical Outlet Tailwater Outlet Tallwater Names Discharge Discharge Elevation Control Control Type Depth (ft) Depth (ft) Depth (h) Depth (ft) Velocity Velocity (�) (�) (ft) Depth (ft) Depth (ft) (�) (Ns) 10 yr 1.24 1.24 698.69 0638 0.0' 1-S2n 0,430 0.439 a430 0.475 3,312 1.834 25 yr 1.40 1.40 698.73 0.684 0.0' 1-S2n 0.459 0.468 a459 0.497 3.424 1.890 EXISTING CULVERT No Scale LD-229 STORM SEWER DESIGN COMPUTATIONS STORM FREQUENCY 10 PROJECT: CROZET ES Designed by: LOCATION: ALBEMARLE COUNTY COUNTY: Free Union Checked by: UNITS ENGLISH PIPE NO. FROMPOINT TOPOINT DRAIN. AREA "A" Acre (3) RUNOFF COEFF. "C" (4) CA INLET TIME Minutes (7) RAIN FALL IWHr (8) RUNOFF INVERT ELEVATION5 LENGTH of Pipe FL (12) SLOPE FOR. (13) SIZE (Dia.. Or Span/Rse) In (14) SHAPE Number of Pipes Capacity CFS (15) Frictim Slope FOR. NORMAL FLOW FLOW TIME INCRE-ACCU_M- MENT (5) ULATED (6) Lateral CFS TotalQ CFS (9) UPPER END (10) LOWER END (11) Dep[b of Flow, do F[. Area of Flow, An SqF[ Hurt Ft. Vn Ft/Sec (16) En Ft. INCRE- MENT Minutes (17) ACCUMU -LATED Minutes (17) REFERENCE (1) STA. REFERENCE (2) STA. 101 102 100 0.00 0.00 0.00 5.45 5.76 0.00 2.99 677.23 677.00 45.98 0.00500 21 Circular 1 12.14 0.00030 0.59 0.72 0.33 4.18 0.86 0.18 5.64 105 126 102 0.00 0.00 0.00 5.29 5.80 0.00 2.99 677.53 677.33 39.84 0.005021 21 Circular 1 12.16 0.00030 0.59 0.72 0.33 4.18 0.86 0.16 5.45 107 1106 126 0.00 0.00 0.00 5.00 0.00 1 0.93 1 678.00 677.63 23.50 0.01574 12 Circular 1 4.84 0.00060 0.30 0.20 0.17 4.76 1 0.65 1 0.08 5.08 109 110 1108 0.00 0.00 0.00 5.17 5.84 0.00 1.27 680.84 680.50 68.49 0.00496 12 Circular 1 2.72 0.00110 0.48 0.37 0.24 3.40 0.66 0.34 5.50 113 swm#i,ot 110 0.00 0.00 0.00 5.00 0.00 1.27 684.50 682.79 57.15 0.02992 12 Circular 1 6.68 0.00110 0.30 0.19 0.17 6.55 0.96 0.15 5.15 115 116 114 0.00 0.00 0.19 5.67 5.70 0.00 3.48 678.33 678.25 10.04 0.00797 15 Circular 1 6.25 0.00260 0.67 0.67 0.33 5.23 1.09 0.03 5.70 117 118 116 0.00 0.00 0.09 5.01 5.88 0.00 0.56 678.74 678.43 61.50 0.00504 8 Circular 1 0.93 0.00190 0.37 0.20 0.18 2.79 0.49 0.37 5.38 119 ROOF A 118 0.11 0.90 0.09 0.09 5.00 4.93 0.00 0.56 678.84 678.74 4.00 0.02500 8 Circular 1 2.07 0.00190 0.24 0.11 0.13 5.03 0.63 0.01 5.01 121 122 116 0.00 0.00 0.09 5.39 4.83 0.00 2.94 678.79 678.43 71.50 0.00503 15 Circular 1 4.96 0.00180 0.69 0.70 0.33 4.22 0.97 0.28 5.67 123 ROOF B 1122 0.11 0.90 0.09 0.09 1 5.00 5.89 1 0.00 0.56 678.91 678.89 4.00 0.00500 8 Circular 1 0.93 0.00190 0.37 1 0.20 0.18 2.78 0.49 0.02 5.02 125 126 122 0.00 0.00 0.00 5.00 0.00 0.00 2.50 681.10 678.89 53.22 0.04153 12 Circe 1 7.87 0.00440 0.39 0.28 0.21 8.90 1.62 0.10 5.10 127 128 126 0.00 0.00 0.00 5.08 5.86 0.00 2.99 678.32 677.63 69.08 0.00999 21 Circular 1 17.16 0.00030 0.49 0.56 0.29 5.36 0.94 0.22 5.29 129 sWM #1' Ot 128 0.00 0.00 0.00 5.00 0.00 0.00 2.99 684.50 683.98 54.73 0.00950 21 Circular 1 16.73 0.00030 0.50 0.57 0.29 5.26 0.93 0.17 5.17 131 132 SWM # 1, IN 0.19 0.89 0.17 0.17 5.00 5.89 0.00 1.00 690.70 688.76 24.21 0.08013 12 Circular 1 10.93 0.00070 0.20 0.12 0.12 8.66 1.37 0.05 5.05 133 1134 SWM # 1, IN 0.00 0.00 0.80 6.31 5.53 0.00 6.39 686.71 686.57 17.59 0.00796 18 Circular 1 10.15 0.00330 0.86 1.05 0.41 6.07 1 1.44 0.05 6.35 135 136 SWM # 1, IN 0.26 0.85 0.22 0.23 5.43 5.76 0.00 3.26 688.38 688.14 18.89 0.01271 12 Circular 1 4.35 0.00740 0.65 0.54 0.29 6.08 1.22 0.05 5.48 137 138 136 0.23 0.90 0.21 0.39 5.23 5.82 0.00 3.14 689.07 688.48 47.14 0.01252 12 Circular 1 4.32 0.00690 0.63 0.52 0.29 6.00 1.19 0.13 5.36 139 138A 1138 1 0.00 1 0.00 1 0.18 5.19 1 5.83 0.00 1 1.93 1 689.29 689.17 11.67 0.01028 12 Circular 1 1 3.91 1 0.00260 0.50 0.39 0.25 4.97 0.88 1 0.04 5.23 139A 139B 138A 0.00 0.00 0.18 5.12 8.59 0.00 1.93 689.59 689.36 19.80 0.01162 12 Circular 1 4.16 0.00260 0.48 0.37 0.24 5.20 0.90 0.06 5.19 139B TD 139B 0.26 0.90 0.23 0.23 5.00 5.89 0.00 1.38 690.11 689.80 30.92 0.01003 12 Circular 1 3.87 0.00130 0.41 0.31 0.22 4.51 0.73 0.11 5.11 145 146 SWM # 1, IN 0.22 0.85 0.19 0.19 5.00 5.89 0.00 1.10 690.98 688.76 27.69 0.08017 12 Circular 1 10.93 0.00080 0.21 0.12 0.13 8.92 1.45 0.05 5.05 147 148 SWM#1,IN 0.00 0.00 0.24 6.03 5.60 0.00 1.41 692.92 689.15 108.31 0.03481 15 Circular 1 13.06 0.00040 0.28 0.20 0.17 6.95 1.03 0.26 6.29 149 150 148 0.21 0.80 0.17 0.23 5.24 5.82 0.00 1.32 694.19 693.02 172.49 0.00678 15 Circular 1 5.76 0.00040 0.41 0.35 0.23 3.81 0.63 0.75 5.99 151 152 150 0.07 0.84 0.06 0.06 5.00 5.89 0.00 0.35 695.00 684.29 94.03 0.11390 15 Circe 1 23.62 0.00000 0.11 0.05 0.07 6.95 0.86 0.23 5.23 153 154 1148 0.02 0.90 0.01 0.01 5.00 5.89 0.00 0.09 695.36 694.90 61.33 0.00750 12 Circular 1 3.34 0.00000 0.11 0.05 0.07 1.83 0.16 0.56 5.56 205 206 204 0.00 0.00 0.16 6.02 5.60 0.00 7.44 676.57 676.23 67.37 0.00505 18 Circular 1 8.09 0.00450 1.13 1.43 0.45 5.19 1.55 0.22 6.24 207 208 206 0.20 0.38 0.08 0.16 5.66 5.70 0.00 7.44 677.24 676.67 113.61 0.00502 18 Circular 1 8.06 0.00450 1.14 1.44 0.45 5.18 1.55 0.37 6.02 209 210 208 0.05 0.40 0.02 0.08 5.41 5.77 0.00 6.91 677.56 677.34 44.98 0.00489 18 Circular 1 7.96 0.00380 1.08 1.36 0.45 5.07 1.48 0.15 5.56 211 212 210 0.03 0.77 0.03 0.06 5.15 5.84 0.00 6.80 677.95 677.66 38.35 0.00756 18 Circular 1 9.89 0.00370 0.91 1.13 0.42 6.03 1.48 0.11 5.25 213 214 212 0.09 0.41 0.04 1.40 10.66 4.63 0.00 6.65 678.24 678.05 19.24 0.00988 18 Circular 1 11.31 0.00360 0.83 1D0 0.40 6.66 1.52 0.05 10.71 215 216 214 0.07 0.51 0.04 1.40 10.62 4.63 0.00 6.47 680.40 679.96 21.76 0.02022 15 Circular 1 9.95 0.00890 0.73 0.75 0.34 8.64 1.89 0.04 10.66 217 BI03 216 0.00 0.00 0.00 5.00 0.00 0.00 1.73 681.50 680.50 57.17 0.01749 15 Circular 1 9.26 0.00060 0.37 0.30 0.21 5.78 0.89 0.17 5.17 219 218 BI03 0.00 0.00 1.34 10.43 4.67 0.00 6.34 682.94 681.60 41.43 0.03234 15 Circe 1 12.59 0.00860 0.63 0.62 0.31 10.27 2.27 0.07 10.50 221 222 216 0.32 0.90 0.29 0.29 5.00 5.89 0.00 1.70 680.91 680.50 13.78 0.02975 12 Circular 1 6.66 0.00200 0.34 0.24 0.19 7.08 1.12 0.03 5.03 223 224 208 0.40 0.75 0.30 0.30 5.00 5.89 0.00 1.76 681.09 677.34 46.92 0.07992 12 Circular 1 10.91 0.00220 0.27 0.17 0.16 10.21 1.89 0.08 5.08 233 234 232 3.82 035 1.34 1.34 10.00 4.74 0.00 6.34 685.20 684.39 89.73 0.00903 15 Circular 1 6.65 0.00860 0.98 1.03 0.38 E17 1.57 0.24 10.24 237 238 236 0.28 0.88 0.25 0.25 5.00 5.89 0.00 1.45 685.26 685.19 14.04 0.00499 15 Circular 1 4.94 0.00040 0.46 0.41 0.25 3.50 0.65 0.07 5.07 303 304 302 0.00 0.00 0.00 5.63 5.71 0.00 5.78 675.85 675.22 45.93 0.01372 15 Circular 1 8.20 0.00710 0.77 0.80 0.35 7.24 1.59 0.11 5.74 305 306 304 0.00 0.00 0.00 5.46 5.75 0.00 5.78 676.45 675.85 42.99 0.01396 15 Circular 1 8.27 0.00710 0.77 0.79 0.35 7.29 1.60 0.10 5.56 307 308 306 0.00 0.00 0.00 5.22 5.82 0.00 5.78 677.98 676.45 88.28 0.01733 15 Circular 1 9.21 0.00710 0.72 0.73 0.34 7.93 1.69 0.19 5.41 309 310 308 0.00 0.00 0.00 5.00 0.00 0.00 5.78 679.22 678.08 33.53 0.03400 15 Circular 1 12.90 0.00710 0.59 0.57 0.30 10.23 2.21 0.06 5.06 311 312 310 0.00 0.00 0.00 5.09 5.86 0.00 4.26 679.72 679.32 21.27 0.01881 15 Circular 1 9.60 0.00390 0.58 0.56 0.30 7.59 1.48 0.05 5.14 313 SWM#2, OU 312 0.00 0.00 0.00 5.00 0.00 4.26 680.00 679.82 24.57 0.00733 15 Circular 1 5.99 0.00390 0.78 0.80 0.35 5.30 1.22 0.08 5.08 315 316 SWM#2, IN 0.54 0.78 0.42 0.42 5.00 5.89 0.00 2.48 683.29 682.26 1118 0.08456 15 Circular 1 20.35 0.00130 0.30 0.22 0.17 11.24 2.26 0.02 5.02 EX 15" EX400 134 0.32 0.76 0.24 0.80 6.25 5.54 0.00 6.39 687.35 686.98 19.19 0.01928 15 Circular 1 8.97 0.01020 0.78 0.80 0.35 7.94 1.76 0.04 6.29 EX 229 EX230 218 0.00 0.00 1.34 1034 4.68 0.00 6.34 683.52 683.04 35.62 0.01348 15 Circe 1 7.50 0.01010 0.88 0.93 0.37 E86 1.61 0.09 10.43 EX231 232 EX230 0.00 0.00 1.34 10.22 4.70 0.00 6.34 684.39 683.88 51.06 0.00999 15 Circular 1 6.46 0.01010 1.01 1.06 0.38 6.00 1.56 0.14 10.36 EX401 402 EX400 0.32 0.78 0.25 0.55 5.36 5.78 0.00 5.03 691.62 688.53 309.75 0.00998 15 Circular 1 6.45 0.00630 0.83 0.87 0.36 5.82 1.36 0.89 6.25 EX403 404 402 0.00 0.00 0.31 5.23 5.82 0.00 3.61 691.87 691.42 36.21 0.01243 15 Circular 1 7.20 0.00330 0.63 0.61 0,31 5.87 Ll6 0.10 5.34 EX405 406 404 0.49 0.75 0.37 0.62 5.18 5.83 0.00 3.61 692.04 691.92 14.46 0.00830 15 Circular 1 5.89 0.00330 0.71 0.72 1 0.34 5.04 1.10 0.05 5.22 EX 407 EX 408 406 0.15 0.83 0.13 0.13 5.00 5.89 0.00 0.74 692.37 692.04 38.02 0.00868 15 Circular 1 6.02 0.00010 0.30 0.22 1 0.17 3.33 0.47 0.19 S.19 LD-347 HYDRAULIC GRADE LINE ANALYSIS INCIDENCE PROBABILITY 10 Year PROJECT: CROZET ES DESIGNED BY- Checked - INLET STA. OR JUNC71ON INVERT EL OUTFLOW PIPE DEPTH OF FLOW OUTFLOW PIPE OUTLET WATER SURFACE ELEV. DIA. PIPE Do (INmm) DESIGN DISCH. Qo (CFS/CMS) LENGTH PIPE to (Ft/M) FRICTION SLOPE, Slip (FT/FT) (M/M) FRICTION LOSS Hf (Ft/M) JUNCTION LOSS SURFACE FLOW Adj. Ht 1.3 Ht (Ft/M) Inlet Shaping? Y/N 0.5 Ht (FUM) FINAL H (FUM) Inlet Water Surlace Elevation Top of MH Top of Inlet Elev. APPROX Adjustment? Via Coll Ho (Ft/M) VI Vi'2/2g Hi (Eapn) 0.35^MAX (Vi2/2g) SKEW Angle K Bend H (Ft/M) Sum HE (Ft/M) 1 2 3 4 5 6 7 8 9 10 111 12 13 14 15 16 16 17 18 19 100 1 1 1 1 1 1 678.400 102 677.000 1.75 678.400 21 2.990 45.98 0.00032 0.015 4.178 0.068 4.184 0.272 0.095 0.0 0.00 0.000 0.163 0.000 0.163 YES 0.081 0.096 678.496 680.310 O.K. 126 678.890 1.00 679.690 12 2.500 5322 0.00439 0233 8.895 0.307 5.356 0.445 0.156 0.0 0.00 1 0.000 0.463 0.000 0.463 YES 0232 0.465 681.487 687270 O.K. 128 677.630 1.75 681.487 21 2.990 69.08 0.00032 0.022 5.356 0.111 5.261 0.430 0.150 0.0 0.00 0.000 0.262 0.000 0.262 YES 0.131 0.153 681.640 690.000 O.K. SWM #1 OUT 683.980 1.75 685.380 21 2.990 54.73 0.00032 0.017 5261 0.107 0.000 0.000 0.000 0.0 0.00 0.000 0.107 0.000 0.107 YES 0.054 0.071 685.451 686.500 O.K. 108 681.300 110 680.500 1.00 681.300 12 1 1.270 1 68.49 1 0.00113 1 0.078 1 3.404 1 0.045 1 6.545 0.665 1 0.233 1 0.0 0.00 0.000 0.278 0.000 0.278 YES 0.139 0.216 681.516 689.450 O.K. SWM #1, OUT 683.980 1.75 685.380 21 2.990 54.73 0.00032 0.017 5261 0.107 0.000 0.000 1 0.000 0.0 1 0.00 0.000 0.107 0.000 0.107 YES 0.054 0.071 685.451 686.500 O.K. 204 1 677.430 206 676.230 1.50 677.430 18 7.436 67.37 0.00446 0.301 5.192 0.105 5.178 0.416 0.146 0.0 0.00 0.000 0.250 0.000 0.250 YES 0.125 0.426 677.856 681.190 OX- 208 676.670 1.50 677.870 18 7.436 113.61 0.00446 0.507 5.178 0.104 5.072 0.399 0.140 0.0 0.00 0.000 0.244 0.433 0.244 YES 0.122 0.629 678-499 681.040 O.K. 224 677.340 1.00 678-499 12 1.763 46.92 0.00218 0.102 10.209 0.405 0.000 0.000 0.000 0.0 0.00 0.000 0.405 1.763 0.526 YES 0.263 0.365 681-362 690.230 O.K. 210 677.340 1.50 678.540 18 6.912 44.98 0.00386 0.173 5.072 0.100 6.034 0.565 0.198 0.0 0.00 0.000 0.298 0.115 0.298 YES 0.149 0.322 678.862 682.060 O.K. 212 677.660 1.50 676.862 18 6.797 38.35 0.00373 0.143 6.034 0.141 6.657 0.688 0.241 0.0 0.00 0.000 0.382 0.152 0.382 YES 0.191 0.334 679.196 683.230 O.K. 214 678.050 1.50 679.250 18 6.645 19.24 0.00356 0.069 6.657 0.172 8.635 1.158 0.405 0.0 0.00 0.000 0.577 0.171 0.577 YES 0.289 0.357 679.607 683.750 O.K. 216 679.960 1.25 680.960 15 6.474 21.76 0.00895 0.195 8.635 0.289 7.084 0.779 0.273 0.0 0.00 0.000 0.562 0.167 0.562 YES 0.281 0.476 681.436 683.750 O.K. 222 680.500 1.00 681.436 12 1.695 13.78 0.00202 0.028 7.084 0.195 0.000 0.000 0.000 0.0 0.00 0.000 0.195 1.695 0.253 YES 0.127 0.154 681.590 685.540 O.K. B103 680.500 1.25 681.500 15 1.730 57.17 0.00064 0.037 5.779 0.130 10.274 1.639 0.574 0.0 0.00 0.000 0.703 0.000 0.703 YES 0.352 0.388 681.888 685.750 O.K. 218 681.600 1.25 682.600 15 6.340 41.43 0.00858 0.355 10274 0.410 6.855 0.730 0.255 0.0 0.00 0.000 0.665 0.000 0.665 YES 0.333 0.688 683.568 687.150 O.K. EX 230 683.040 1.25 684.040 15 6.340 35.62 0.01007 0.359 6.855 0.182 5.998 0.559 0.196 0.0 0.00 0.000 0.378 0.000 0.378 YES 0.189 0.548 694.588 691.380 OX- 232 683.880 1.25 684.885 15 6.340 51.06 0.01007 0.514 5.998 0.140 6.169 0.591 0.207 0.0 0.00 0.000 0.346 0.000 0.346 YES 0.173 0.687 685.572 692.780 OX- 234 684.390 1.25 1 685.572 15 6.340 89.73 0.00858 0.770 6.169 0.148 0.000 0.000 0.000 0.0 0.00 0.000 0.148 6.340 0.192 YES 0.096 0.866 686.438 689.300 O.K. 302 676220 304 675.220 1.25 676220 15 5.780 45.93 0.00713 0.328 7239 0.203 7288 0.825 0.289 0.0 0.00 0.000 0.492 0.000 0.492 YES 0.246 0.574 676.794 6B0.010 OX- 306 675.850 1.25 676-850 15 5.780 42.99 0.00713 0.307 7288 0.206 7.928 0.976 0.342 0.0 0.00 0.000 0.548 0.000 0.548 YES 0.274 0.580 677.430 679.340 OX- 308 676.450 125 677.450 15 5.780 88.28 0.00713 0.630 7.928 0.244 10.226 1.624 0.568 0.0 0.00 0.000 0.812 0.000 0.812 YES 0.406 1.036 678.698 681.830 O.K. 310 678.080 125 679-OBO 15 5.780 33.53 0.00713 0239 10226 0.406 7.588 0.894 0.313 0.0 0.00 0.000 0.719 0.000 0.719 YES 0.359 0.599 679.806 694.000 OX- 312 679.320 1.25 680.320 15 4260 2127 0.00387 0.082 7.588 0224 5.301 0.436 0.153 0.0 0.00 0.000 0.376 0.000 0.376 YES 0.188 0271 680.591 686.510 O.K. SWM#2 OUT 679.820 1.25 680.820 15 4260 24.57 0.00387 0.095 5.301 0.109 0.000 0.000 0.000 0.0 0.00 0.000 0.109 0.000 0.109 YES 0.055 0.150 680.970 684.000 OX- SWM #1, IN 689.000 136 688.140 1.00 689.000 12 3257 18.89 0.00744 0.141 6.078 0.143 5.997 0.558 0.195 0.0 0.00 0.000 0.339 1.273 0.441 YES 0.220 0.361 689.361 696.160 OX 138 688.480 1.00 689.361 12 3.136 47.14 0.00690 0.325 5.997 0.140 4.968 0.383 0.134 0.0 0.00 0.000 0.274 1.205 0.356 YES 0.178 0.503 689.864 696.750 OX 138A 689.170 1.00 689.970 12 1932. 11.67 0.00262 0.031 4.968 0.096 5.200 0.420 0.147 0.0 0.00 0.000 0.243 0.000 0.243 YES 0.121 0.152 690.122 697.310 OX 139B 689.360 1.00 690.160 12 1932. 1980. 0.00262 0.052 5200 0.105 4.508 0.316 0.110 0.0 0.00 0.000 0.215 0.000 0.215 YES 0.108 0.160 690.320 697.560 OX TD 689.800 1.00 690.600 12 1.377 30.92 0.00133 0.041 4.508 0.079 0.000 0.000 0.000 0.0 0.00 0.000 0.079 0.000 0.079 YES 0.039 0.081 690.681 692.750 OX 134 686.570 1.50 689.000 18 6.385 17.59 0.00329 0.058 6.071 0.143 7.937 0.978 0.342 0.0 0.00 0.000 0.485 0.000 0.485 YES 0.243 0.301 689.301 696.450 OX EX 400 686.980 1.25 689.301 15 6.385 1919. 0.01021 0.196 7.937 0.245 5.816 0.525 0.184 0.0 0.00 0.000 0.428 1.353 0.557 YES 0.278 0.474 689.775 696.680 OX 402 688.530 1.25 689.775 15 5.033 309.75 0.00635 1966. 5.816 0.131 5.870 0.535 0.187 0.0 0.00 0.000 0.319 1.428 0.414 YES 0.207 2.173 692.450 698.380 OX 404 691.420 1.25 692.450 15 3.605 3621 0.00326 0.118 5.870 0.134 5.037 0.394 0.138 0.0 0.00 0.000 0.272 0.000 0.272 YES 0.136 0254 692.704 697.970 OX 406 691.920 1.25 692.920 15 3.605 14.46 0.00326 0.047 5.037 0.098 3.328 0.172 0.060 0.0 0.00 0.000 0.159 2.147 0.206 YES 0.103 0.150 693.070 697.860 OX EX 408 692.040 1.25 693.070 15 0.736 38.02 0.00014 0.005 3.328 0.043 0.000 0.000 0.000 0.0 0.00 0.000 0.043 0.736 0.056 YES 0.028 0.033 693.103 696.020 OX 132 688.760 1.00 689.560 12 0.995 2421 0.00069 0.017 8.656 0291 0.000 0.000 0.000 0.0 0.00 0.000 0.291 0.995 0.378 YES 0.189 0206 690.904 695.320 OX 148 689.150 1.25 690.150 15 1.405 108.31 0.00042 0.046 6.954 0.188 3.813 0.226 0.079 0.0 0.00 0.000 0.267 0.000 0.267 YES 0.133 0.179 693.197 700.830 OX 150 693.020 1.25 694.020 15 1.324 172.49 0.00037 0.065 3.813 0.056 6.953 0.751 0.263 0.0 0.00 0.000 0.319 0.977 0.415 YES 0.207 0272 694.597 700.110 OX 152 684.290 1.25 694.597 15 0.347 94.03 0.00003 0.002 6.953 0.188 0.000 0.000 0.000 0.0 0.00 0.000 0.188 0.347 0.244 YES 0.122 0.124 695.106 699.740 OX 146 688.760 1.00 689.560 12 1.100 27.69 0.00085 0.024 8.919 0.309 0.000 0.000 0.000 0.0 0.00 0.000 0.309 1.100 0.401 YES 0.201 0224 691.194 696.690 OX 154 694.900 1.00 695.700 12 0.085 61.33 0.00001 0.000 1.825 0.013 0.000 0.000 0.000 0.0 0.00 0.000 0.013 0.085 0.017 YES 0.008 0.009 695.709 699.530 OX SWM#2, IN 683.000 316 682.260 1.25 683260 15 2.483 12.18 0.00132 0.016 11238 0.490 0.000 0.000 0.000 0.0 0.00 0.000 0.490 2.483 0.637 YES 0.319 0.335 683.595 687.790 O.K VAJX I VMDO Architects vmdo.com 434.296.5684 200 E Market Street 2000 Pennsylvania Ave NW Ste 7000 Charlottesville, VA 22902 Washington, DC 20006 � 00090 • 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 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 Bryan D. Cichocld Z lie. No. 53741 yss7.��i Checked By Designed By Drawn By B. CICHOCKI K. ROESER K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 STORM SEWER TABLES C7n2 CLEANOUT CLEANOUT ;TA 12+23.8 INV IN 691.42 (14-13) INV OUT 691.42 (13-12) CLEANOUT V AA D O VMDO Architects vmdo.com 434.296.5684 INV IN 687.22 (11-10) INV OUT 687.22 (10-EX MH) EXISTING MANHOLE STA 10+00.00 TOP 692.02 EX2 INV IN 673.44 (EX 8_ PVC) INV IN 686.92 (10-EX MH) INV OUT 673.20 (EX. 8" PVC) 7n.R EXTERNAL DROP CONNECTION (SEE DETAIL ON SHEET C1.3) - CLEANOUT ;TA 12+19.7'. INV IN 691.32 (13-12) INV OUT 691.32 (12-11) TOP 698.24 INV IN 691.97 (15-14) INV OUT 691.97 (14-13) CLEANOUT ��STA 12+79.51 . 15 INV IN 692.62 (16-15) INV OUT 692.46 (15-14) CLEANOUT 16 STA 12+89.17 TOP 699.17 INV IN 692.86 (GT-16) TnR CLEANOUT INV OUT 692.8 (16-15) 11 TA 10+89.35 OP 694.56 NV IN 688.71 (12-11) NV OUT 688.71 (11-10) 700 700 EXISTING GRADE PROP SED / 695 GRADE EXIS ING 695 LINE r rL i 690 _ 690 2-' 43OF 13.01' OF 13 4" PVC 1" COPPER 200% 94' OF @ 0.50% Y��10- MH WATERLINE 6" PVC 16-15 685 1.5' 1.89% 9.66' OF 685C 6 PVC 15-1 4" PVC ON @ 2. 0% 26.73' O @ 2.50% 6" PVC @ 1.85°/ 680 EXISTING 12" 680 HDPE TORM EXISTI G 8" PVC SANITA Y SEWER 675 675 WELL SUPPLY AND RETURN LINES 670 670 665 1 665 9+50 10+00 11+00 12+00 13+00 SSWR 15 - EXISTING MANHOLE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 DOGHOUSE MANHOLE STA 10+00.00 9 TOP 675.59 INV IN 667.85 (Ex 8" PVC) INV IN 670.31 (10-9) IV OUT 666.75 (Ex 8" PVC) RRS EXTERNAL DROP )NNECTION 3EE DETAIL iHEET C1.3) - 14+00 14+50 rT0 EXISTING GRADE 680 680 PROPOSED GRADE 675 675 BUI DING - 10 36. 9' OF 670 670 1 _9 @ .00% 4 .39' OF 6' PVC 8.000 665 665 660 660 655 655 FIRE HYDRANT .:E ;ISTIN GRADE BEN 6E T MIN 6" TAPRING SLEEVE AND VALVE 1' MIN 6E EX 18" 3TORM PIPE " CLASS-52 9+50 10+00 11+00 11+50 9+50 10+00 11+00 11 SSWR 10 - SSWR 9 FIRE HYDRANT PROFILE HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 705 705 700 700 EXISTING PROPOSED GRADE GRADE 695 695 UILDING i 1 L � 690 _ Y PROP. SANITARY 690 SEWER 11-10 233 15" HOPE STORM au� 4' MIN any UIR (10) 4" WELL SUPPLY AND EX 8" P) SEWER TIE SUPF LYAND RETURN LINES TO GEOTHE MAL WELL (SEE MER PLANS) 9+50 10+00 11+00 12+00 13+00 GEOTHERMAL WELL SUPPLY PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 14+00 1 PROFILE SCALE 200 E Market Street 2000 Pennsylvania Ave NW Ste 7000 Charlottesville, VA 22902 Washington, DC 20006 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • rbemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 r� Bryan D. Cichocld Z lie. No. 53741 .Z/S�u ysn��*%ti Checked By B. CICHOCKI Designed By K. ROESER Drawn By K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 UTILITY PROFILES C73 VAJx I) C) VMDO Architects vmdo.com 434.296.5684 oI OH--1 VV M 79A 79A 720 720 715 715 EIGHT OF OBJECT = 3.5' EIGHT OF EYE = 3.5' 710 SDR - 390' 710 _ _ _ _ _ _ _ \ \ PROPOSED 705 _ GRADE 705 3,90, HEIGHT OF OBJECT 3.5' \ \ 700 \ \ 700 695 \ 695 EXISTING \ GRADE \ 690 690 685 685 9+50 10+00 11+00 12+00 13+00 14+00 15+00 VDOT SIGHT DISTANCE PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 °� OH II I I I Ji I \ _ OIAP/ � \ IL3.t►0-� SAIN ::SAN�'E+�' 09 12+00 "� T p1ST 9, NT 390 " SIG 16+00 17+00 -_ m ��—■ids I� �1 IL _ II 702 -702 703 DEC �— / 704 OF O PROPOSED BUS ENTRANCE- — — LESS THAN 50 TRIPS PER DAY � 5 .7 1 � —� 15+0015+ } 0 0 c1-HT _ TANCE LEFT - 390' ------------ b' / m-w 18+00 18+50 PROFILE SCALE ,{�, IJ. RT ,�_ f f + +� 79.95 — — - - +500 now moo f >s now f _ �UFO�======w — — f _ _UFO — _ — — OHP- -UFO�- - — OHP— OHp - OHP— £8 OHN AUI SCALE 1 "=30' 0 30' 60' 200 E Market Street 2000 Pennsylvania Ave NW Ste 7000 Charlottesville, VA 22902 Washington, DC 20006 � 00090 s �0 0 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. rbemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 Checked By Designed By Drawn By Bryan D. Cichocld Z Lie. No. 53741 yS87� IONALG B. CICHOCKI K. ROESER K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 VDOT SIGHT DISTANCE PROFILE C8.l 0 r �� I -������ • I, �, .IIII III I 1 \\ I II II I I v I I \ I I I I II I I � I \ I \ I I I I I I \ I I I I I I IIIII I I I I I i I II I II I I I \ I I I I CO (1) ACE RBR (8) QUE PHE • (5) BET RIV I I � 0:00,D yM� v I , 1 • �I � I \ SEE SHEET L1.1 FOR DETAIL �j LANDSCAPE PLAN I I � I I\ ,m I / / \ ,J I�Illllli 1 �\�\ � III II / IL Oil 1 601 SF I I ^IIII I �lillli 1�y �/ 1 Ililllll I �\ \IIII// / 1 � EXISTING SOCCER FIELD V 1279825E— \ \ II III I \ \ \ I III I I \d I \ I \ \ \\ \ I I \ \ o IIII v v v v I I� 7- 0 1743 $F \ v v v 794 F in in in77 c PLANT KEY TREES BOTANICAL NAME ACE RBR ACER RUBRUM BET RIV BETULA NIGRA GIN PSG GINKGO BILOBA'PRINCETON SENTRY' NYS SYL NYSSA SYLVATICA PLA OCC PLATANUS OCCIDENTALIS QUE PHE QUERCUS PHELLOS TIL CDR TILIA CORDATA EVERGREEN TREES BOTANICAL NAME JUN EAS JUNIPERUS VIRGINIANA FLOWERING TREES BOTANICAL NAME COR FLO CORNUS FLORIDA SHRUBS BOTANICAL NAME CAL ATH CALYCANTHUS FLORIDUS 'ATHENS' ILE DWA ILEX CORNUTA'DWARF BURFORD' ILE GLA ILEX GLABRA ILE RED ILEX VERTICILLATA'RED SPRITE' ITE SPR ITEA VIRGINICA'SPRICH' TM GRASSES BOTANICAL NAME JUN EFF JUNCUS EFFUSUS PAN HEA PANICUM VIRGATUM 'HEAVY METAL' PAN SHD PANICUM VIRGATUM-SHENANDOAH- PERENNIALS BOTANICAL NAME ECH PUR ECHINACEA PURPUREA HYP CAL HYPERICUM CALYCINUM RUD HIR RUDBECKIA HIRTA SED ALT SEDUM X •AUTUMN JOY' 1794v5F �, �� v i v �` V` v m �yP� Ir 1 1296 SF \\ MEADOW PLANTINGS 12,901 SF ��% I - - - - - - - _ ...� • \ vv `� A vVA AAvV I �i� �� SEE SHEET L2.0 ® SEE SHEET ® I \ \ \., ` \ \\ / CANOPY COVERAGE AREA • \ ` \ L1.1 FOR DETAIL \ LANDSCAPE PLAN �\ ��Vv\V 1000 S IF EXISTING TREE O (3) NYL4S OCC v f8 PARKING LOT LANDSCAPING KEY I �68 /5 S, �689- ,;�v �; o °oor \ v;vvv;v //' ,• - 8 —• C � ,fie' � ��� � \ \ � � � \ \ 'w \\ \ \ \ \\\\ SCALEV=60' f \ PARKING LOT LANDSCAPING 3,965 SF I _ _ % ' s J /! \i / 692 1 137 SF \ \ ` ` • \ ` \ \ 0 60' 120' 69 \\ `v v �� 6�� o v s v v v vV A v v v 69 2 1266 - 93—L693-- 31 5 SF tl \ ADD ALT. 1 PLAN SHOWN. REF. CIVIL O71 ri SHEET C9.0 FOR BASE BID CONDITION MEADOW\\ 5 v ��M / - SEE SHEET 11.2 FOR _ _ v v vA v v� , �\ PLANTINGS 'v © ADD ALT. 1 - COURTYARD _ - DETAIL LANDSCAPE PLAN BUILDING i �� x i ,� , , v v y ADDITION 011 sA r - ss�� EXISTING SCHOOL BUILDING s I < / / I (42) JUN EAS BUILDING ` ADD ALT. 3 AND 4 PLAN SHOWN. REF. CIVIL SHEET C9.1 FOR BASE BID CONDITION ADDITION 3 COR FLO ° I I I I \ �� i� ( ✓� i \ \ \\\ I - / 704 I I I I �'K \ \ \ \ \\ \ \ / A / / co I 6'j,i 0.0 • - 1 �33 F /Q02 q �� - 1i \ \ \ I\\ \\ ® - ® \ \\VA. \AAVA I \ I 0 . ® ® (5) GIN PSG o° NN (3) JUN EAS ® - ® - 1 Co- A - tee•7!2 ,� i V A vvv I s -mow ® w 1� ��3 BET RIV v \� �i� \\V \ I 9 w_ 0 aO \\\I 1 30 35 pp / - 888 F V I v\ v v vv v — - - / A 1283 I 168Q \ a\\ • /� s� I �sv ,6SEESHEET �v ® '0SEE SHEET ( �� � v 6v 6v A v tt ' i v v = L1.1 FOR DETAIL COP)I + (9) PLA OCC o �A 6 LANDSCL1.1OAPED ETAIL PLAN (4 I)S D AUT' �s� p �t i,4' \ �V LANDSCAPE PLAN v Avv (5) QUE PHE �o DK -® 0 07 OTIL COR 2jp' j O v v v x ( \ p l vvv 11 ILE GA 68 C \ ( ) 1 NYS SYL 3 \ • 699 (1) QUE�PHE ;(149) JUN EF�` I I — / + +�� �_ + +LA ti + r � I I, I a 8) ILE RED v v v ( \ c� \ J( x I v v\ EXISTING TREE \ ( (21) ILE GLA ��� / i� v v 1 �- (118SP D SHD — (37 E RED— / p C9 �o� �� ( )ILE DVVA� - c°'o v , v v v v� SEEDLINGS TO BE +A i ` -\ \ . - 34 \ ( ) ) C �i \\\ \\ \\ UNDER -PLANTED � 30) ILE DWA � � (5) IL o USED AU (p � vAv WITH MEADOW _ I IV I 70, � �(26) BET R _ 82 - I 702 I 7 r PLA OCC 6J,1 8 2 SF / m 1067 8F \ _ I I _ -� �482SF 744 SF 703I 1 0 06 r -- - = - ---- --_ '- _ __ - -- _ _ --- ---- ---- y UFO _ �� / J -'� - • / 3 ^oo __ �� �- - _-- _ _ - - 97 HYP CAL i / -PAN _ — - 86 PAN HEA . 68 _ 0a - - saa- 4 ACE RBR I '. �` = - - (920ECH PURD ( ) ( ) - I /• 704 F SH �) ' ��=_-__- $ ) 33 PAN SHD 24 ITE SPR �/� -----r ` v -(20) ITE SPRY v (77) RUD HIR v ` (71) JUN EFF ` a I EXISTING TREE TO (122)SEDAUT \ \ L �(14)ITESoi�y (3)ACE RBP N -- o—= -- uF- o REMAIN -TYP. uFoL N J I �V O A vv\ rn \ VAS A 0 Z E -�_ UFO� C R goal—_ \\\ 6HF -'��•- 1 -7OrJ_ _--- - - - -- _ _ _ _ _ o� \ o \`� \\ \\ —U O = _ -__ _ _ - - Now _ o �bN 700 CO^ _I- - - - - - - - 706 TO�dH `v f / —UF _ ___ �i� / OHP / J — — — - - _ OS OHP y \ §AN Y, \ / _ x sn T _ \Co V AA D O VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com •00••00 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. NO rbemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 Checked By Designed By Drawn By W. H III Wo. 14 02/05/21 1 F.HAN000K F.HAN000K M. RACHNER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 OVERALL LANDSCAPE PLAN Lli L1.1 DETAIL PLANT KEY SHRUBS BOTANICAL NAME CEP OCC CEPHALANTHUS OCCIDENTALIS CLE HUM CLETHRAALNIFOLIA'HUMMINGBIRD' COR KEL CORNUS SERICEA'KELSEYF HYDMUN HYDRANGEA QUERCIFOLIA'MUNCHKIN' ILE GLA ILEX GLABRA ILE RED ILEX VERTICILLATA'RED SPRITE' ITE SPR ITEA VIRGINICA'SPRICH' TM GRASSES BOTANICAL NAME CAR APL CAREX APPALACHICA CAR MRO CAREX MORROWII CAR PYL CAREX PENSYLVANICA DES GOL DESCHAMPSIA CESPITOSA'GOLDTAU' JUN EFF JUNCUS EFFUSUS PAN SHD PANICUM VIRGATUM 'SHENANDOAH' SPO HET SPOROBOLUS HETEROLEPIS PERENNIALS BOTANICAL NAME HEU ALIT HEUCHERA VILLOSA'AUTUMN BRIDE' HYP CAL HYPERICUM CALYCINUM IRI VER IRIS VERSICOLOR LOB CAR LOBELIA CARDINALIS MONMCX MONARDAX'GARDENVIEWSCARLET' OSM REG OSMUNDA REGALIS RUD FILL RUDBECKIA FULGIDA FULGIDA SED AUT SEDUM X 'AUTUMN JOY' BUILDING ADDITION FOUNDATION PLANTINGS MEN 1 ` 1 ��. 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PLANTINGS / TURF / r r ./ 0 / / / / / r / r / r / i / v - / D D' All j - / v 9 / • h / / +. I _I —I I / \ \ "t : ; • / (128) RUD FUL (116) SPO HET �. . (106) SPO HET / (44) LOB CAR (36) JUN EFF% --• - - ' / / /// ,I ' /(44) LOB CAR / (36) JUN EFF / CAR � • 100 s / . 111111 �I I I I I� (36) JUN EFF TURF , O CEP OCC 1 / s / / / f. f 29 ILE RED / ��� 00. � _ - I T-I�T1 (44) LOB CAR/ ' / T— I I -fir 1111 '/(36) JUN EFF / f' . . . . . 00 / f / \ l / � 1 .,: iso aft ���.r.� Ir' _ j / I \ 00 00 SCALE 1/8"=1'0" PLAYGROUND PLANTING PLAN D 8' 16' V AA D O VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com •0•••00 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • rbemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 Checked By Designed By Drawn By W. H �o. 14 �"'`pC,I�III 02/05/21 1 F.HAN000K F.HAN000K M. RACHNER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 DETAIL LANDSCAPE PLAN Ll n 1 ADD ALT 1 - COURTYARD PLANT KEY SHRUBS BOTANICAL NAME COR KEL CORNUS SERICEA'KELSEYI' HYDMUN HYDRANGEA QUERCIFOLIA'MUNCHKIN' ILE RED ILEX VERTICILLATA'RED SPRITE' ITE SPR ITEA VIRGINICA'SPRICH' TM GRASSES BOTANICAL NAME CAR APL CAREX APPALACHICA CAR MRO CAREX MORROWII SPO HET SPOROBOLUS HETEROLEPIS PERENNIALS BOTANICAL NAME HEU AUT HEUCHERA VILLOSA -AUTUMN BRIDE- I SAN ` t \ \ \ i I � I ------------------ BUILDING ADDITION %rrrrrrrrr_G„l�i'l ®� �� !I�Ir%Ir%Iriririri `yN • yyyMMM s� f� I ` s•� y < �_ • • �M4MMy�0 • <• A I,, -r�r,We lerle reMe rer�r��-r fir; �1 �■ea` ��_—_ f 04 kll �_! IR . 1 . � Jt I . , .: • ADD ALTERNATE 1 - COURTYARD PLANTING PLAN BUILDING ADDITION � A Ill V A SCALE 1/8"=1'0" 0 8' 16' VAJX D O VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com •0•••00 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. ounty Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 Checked By Designed By Drawn By W. HAfpC,I�III �o. 14 �"'` 02/05/21 1 F.HAN000K F.HAN000K M. RACHNER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 DETAIL LANDSCAPE PLAN L1n2