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Home My WebLink AboutSDP201500017 Plan - Other (not approved) 2015-06-10u r I N jV i SITE DATA: ENGINEER: TIMMONS GROUP 919 2ND ST. S.E. CHARLOTTESVILLE, VA 22902 TELEPHONE: 434 - 327 -1688 CONTACT: CRAIG KOTARSKI, P.E. CRAIG. KOTARSKI @TIMMONS.COM TAX MAP PARCEL: TM 56 -17C PROJECT DESCRIPTION: THIS PROJECT INCLUDES THE REMOVAL OF AN EXISTING MOBILE CLASSROOM UNIT AND THE REMOVAL OF SOME OF THE EXISTING PARKING LOT. A NEW STRUCTURE, WHICH SHALL FUNCTION AS A GREENHOUSE/LEARNING SPACE, WILL BE BUILT ON THE SITE ALONG WITH THE ASSOCIATED SITE WORK REQUIRED, THE LIMITS OF DISTURBANCE ARE 9,780 SF. ZONING: RURAL AREAS ENTRANCE CORRIDOR MAGISTERIAL DISTRICT: WHITE HALL SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP. 2815 N AUGUSTA ST SUITE C STAUNTON, VA 24401 (540) 885 -0920 CONDUCTED ON MARCH, 15TH 2015 DATUM: HORIZONTAL: BASED ON NAD83, VA STATE GRID SOUTH ZONE" VERTICAL: BASED ON NAVD 88 ESTABLISHED THROUGH LEICA SmartNet BUILDING SETBACKS: FRONT: 25 FT SIDE: 25 FT REAR: 35 FT NUMBER OF EMPLOYEES: NO NEW EMPLOYEES BUILDING HEIGHT: 181611 BUILDING AREA: 3,500 SF (FIRST FLOOR AND PARTIAL BASEMENT) BUILDING FOOTPRINT: 2,431 SF PROPOSED USES: GREENHOUSE PARKING: EXISTING PARKING ON SITE: 457 SPACES PARKING REMOVED: 10 SPACES CLASSROOMS: 57 STUDENTS: 1,055 STAFF: 120 LOADING SPACES PROVIDED: NO NEW LOADING SPACE IS PROPOSED LIMITS OF DISTURBANCE: 9,780 SF TOTAL IMPERVIOUS AREA (WITHIN PROJECT LIMITS): 3739 SF LANDSCAPING: NO ADDITIONAL LANDSCAPING IS REQUIRED DUE TO THE REDUCTION IN PARKING AND NO DISTURBANCE OF THE EXISTING EXTERIOR TREE CANOPY, WETLAND IMPACTS: NONE UTILITIES: ACSA AT ROUTE 250, ONSITE IS A PRIVATE SYSTEM THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100 -YR FLOODPLAIN, WESTERN ALBEMARLE HIGH SCHOOL ENVIRONMENTAL STUDIES CENTER MAJOR SITE PLAN AMENDMENT COUNTY OF ALBEMARLE, VIRGINIA WHITE HALL DISTRICT 5/1/2015 _" T.. ON 'Jlfy �if_•` .�}v_ ~�.'�i` � _ �F rfrz },�- - - �-Y`.- � `��(�j�� r !. x wY.A�F'�v . 1,1erllei ?v iddle Sch"dol Uri r� 94 FOREST GLEN PROJECT LOCATION ; , 88 VINS dLL , iiEi[ ;ti rS �' � 4'lealerrt �llaerllarle I ligh SOILS cI ,i Stipp VICINITY MAP SCALE 1 :1000 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 919 2ND STREET, S.E. CHARLOTTESVILLE, VA 22902 CONTACT: CRAIG KOTARSKI, P, E. TELEPHONE: 434 -327 -1688 Sheet List Table Sheet Number Sheet Title C0.0 COVER C0.1 OVERALL PLAN C1.0 NOTES, DETAILS, & DEMOLITION PLAN C2.0 SITE PLAN & PROFILES TOTAL: 3 SHEETS APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPIWNT .PLANNEIVZOMNG ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVILE AUTI-IORITY VIRGLNIA DBPARNIENT OF TRANSPORTATION HEALTH DEPARTMENT V" I VMDO ARCHITECTS 200 E MARKETSTREET CHARLOTTESVILLE, VA 22902 P 434 "296 "5684 F 434,296,4496 www.vmdo.com *. • *� 0 • TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROLINA I WEST VIRGINIA THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE 919 2ND ST SE CHARLOTTESVILLE, VA 22902 TEL 434.295.5624 FAX 434.295.8317 wwwAlmmons,com Site Development lResldentialI Infrastructure ITechnology i CCounty Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS WARS - ENVIRONMENTAL STUDIES CENTER 5941 ROCKFISH GAP TURNPIKE CROZET, VA 22932 Client Project Number VMDO Project Number 15 -1166 Q CRAIG J. KGrARS KI Lic, No. 0402048507 � /►0,15 �SSxONAL �.�� Checked By C. KOTARSKI Drawn By J. WILSON ISSUES AND REVISIONS NO, SUBMITTAL DATE 1 SUBMISSION 04,14.15 2 BID DOCUMENTS 05,01 "15 3 REVISION PER REVIEWERS COMMENTS 06.10.15 COVER C0.0 r v VMDO ARCHITECTS 200 E MARKET STREET CHARLOTTESVILLE, VA 22902 P 434.296.5684 F 434.296.4496 wwwwdo,com TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS, VIRGINIA I NORTH CAROLINA I WEST VIRGINIA THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE 919 2ND ST SE CHARLOTTESVILLE, VA 22902 TEL 434.295.5624 FAX 434.295.8317 WWW.dmmons.Com Site Development lRaldentlallInfraetructurelTechnology • • [bemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS WAHS - ENVIRONMENTAL STUDIES CENTER 5941 ROCKFISH GAP TURNPIKE CROZET, VA 22932 Client Project Number - VMDO Project Number 15 -1166 0�' l� p CRMGw J. KOTARSKI Lia. No. 0402048507 k '�� "/I o/ 5 �, SIONAL Ve Checked By C. KOTARSKI Drawn By J. WILSON ISSUES AND REVISIONS N0, SUBMITTAL DATE 1 SUBMISSION 04.14.15 2 BID DOCUMENTS 05.01.15 3 REVISION PER REVIEWERS COMMENTS 06.1015 OVERALL PLAN C0.1 I� E GENERAL NOTES 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 2. 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. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 4. 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, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH CURRENT ALBEMARLE COUNTY AND VDOT STANDARDS, 5. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT I AND I LD -94 (D) 121,13. 6. ALL CONCRETE SHALL BE A3 -AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 7. 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. 8. 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. 9. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 10. ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 11. INSPECTOR 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). 12, 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. 13, THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS, 14. THE OWNERS 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). 15, A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO ACCEPTANCE. 16. ALL VEGETATION AND ORGANIC MATERIAL MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 17. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 18. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft, /ft. 19. 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) 20. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, AND ICC /ANSI Al 17.1 -03, 21, THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 22, HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES, 23. 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 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). BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT, 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, LEGEND (CONT,) LEGEND STORM PIPE & STRUCTURE NO. O DROP INLET & STRUCTURE NO. VA UL T EXISTING CONTOUR ZWATER FIRE HYDRANT (-240.50 ® WATER VALVE TC =TOP OF CURB Q STORM DRAINAGE MANHOLE (MHD) SD STORM DRAINAGE BS = BOTTOM OF STAIRS RCP REINFORCED CONCRETE PIPE PVC POLY -VINYL CHLORIDEPIPE APPROX. = APPROXIMATE CPP CORRUGATED PLASTIC PIPE --+- DRAINAGE DIRECTION ARROW M CLEAN-OUT(CO) 0 UTILITYPOLE 0* LIGHT POLE CJs ELECTRIC BOX Q ELECTRIC METER < GUYANCHOR -�- SIGN -- - - - - -- - - UFO-- -- - -- - -- - -- UNDERGROUND FIBER OPTIC /TELECOM UTILITY - - - - - - -- - UGP- ------ - - -- - -- UNDERGROUND ELECTRIC UTILITY - -- - -- -- -- W - -- -- -- UNDERGROUND WATER -LINE - - - OHP OVERHEAD POWER UTILITY EDGE OF PAVEMENT (EP) ' DECIDUOUS TREE (DEC) CONIFEROUS TREE SW SIDEWALK EP EDGE OF PAVEMENT CONC CONCRETE TREE-LINE/ WOODED AREA LEGEND (CONT,) -J MIRAFI 140N STORM PIPE & STRUCTURE NO. O DROP INLET & STRUCTURE NO. - -200 - - - EXISTING CONTOUR 200 PROPOSED CONTOUR (-240.50 PROPOSED SPOT ELEVATION ZZ4 TC =TOP OF CURB FC =FLUSH CURB TS = TOP OF STAIRS DETAIL BS = BOTTOM OF STAIRS TW = TOP OF WALL BW = BOTTOM OF WALL APPROX. = APPROXIMATE EXISTING PAVEMENT PROPOSED PAVEM n. SAWCUT THROUGH cL U EX. SURFACE COURSE & REMOVE PAVEMENT I \ 12' MIN, EXISTING PAVEMENT MATCH EX, CROSS SLOPE UNLESS OTHERWISE SPECIFIED ON PLANS PROPOSED /SURFACE /( COURSE MILL EX. ' SURFACE COURSE SAWCUT EX. BASE COURSE EDGE OF PAVEMENT AGGR. BASE NOTE: PROPOSED PAVEMENT MUST TIE IN WITH EXISTING PAVEMENT PAVEMENT REPLACEMENT JOINT DETAIL No Scale 2.5" BITUMINOUS CONCRETE SURFACE COURSE - SM -9.5A VARIBLE DEPTH 21 B AGGREGATE BASE COURSE EXISTING BASE COURSE i � \ \ \ /�� \ /� \ \ \ � \ /�� \ /�� j,• COMPACTED SUBGRADE DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale R= Y411 CONTROL JOINT SPACED AT WIDTH OF WALK -' '.:1, • •' ' EXPANSION JOINT AT MAX OF 30', WITH y ' "' ' ' PREMOLDED EXPANSION FILLER 4 t4 CONC. WALK COMPACTED SUBGRADE CONCRETE SIDEWALK JOINT DETAIL No Scale VARIABLE WIDTH' NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2% 4" 21 -B STONE / �-- 4" 3,000 PSI AIR - ENTRAINED CONCRETE /COMPACTED SUBGRADE 4" TYPE 21 B STONE COVER "'' ` ?� :: i `'�' DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS, CONCRETE SIDEWALK PAVEMENT SECTION No Scale 4" MIN lam- 2" R 411 CONC CURB AND GUTTER CLASS 3A, ° ° (fc =3,000 PSI) CONCRETE 4 4 1,,.11 4 4 a' ° 4 a a 4 d 71 ° ' ' a •4 a Q � Q, / 4° �. a \ . .. a4 d 4 ell Ni -611 QII 21 -0I1 COMPAACTED CONTINUE 21B STONE SUBGRADE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB VDOT STANDARD CG -6 CURB & GUTTER No Scale /r4" VDOT STANDARD CG -2 No Scale VDOT A -3 CONCRETE VV1\ 1117VL� 21B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB COMPACTED SUBGRADE Q2!MD DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale L 13.5' 0 50' --10' I_[_� _ -J MIRAFI 140N i. qo* �'M...: FILTER FABRIC �►� R- `111 OR EQUIVALENT 2.5" BITUMINOUS CONCRETE SURFACE COURSE - SM -9.5A VARIBLE DEPTH 21 B AGGREGATE BASE COURSE EXISTING BASE COURSE i � \ \ \ /�� \ /� \ \ \ � \ /�� \ /�� j,• COMPACTED SUBGRADE DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale R= Y411 CONTROL JOINT SPACED AT WIDTH OF WALK -' '.:1, • •' ' EXPANSION JOINT AT MAX OF 30', WITH y ' "' ' ' PREMOLDED EXPANSION FILLER 4 t4 CONC. WALK COMPACTED SUBGRADE CONCRETE SIDEWALK JOINT DETAIL No Scale VARIABLE WIDTH' NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2% 4" 21 -B STONE / �-- 4" 3,000 PSI AIR - ENTRAINED CONCRETE /COMPACTED SUBGRADE 4" TYPE 21 B STONE COVER "'' ` ?� :: i `'�' DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS, CONCRETE SIDEWALK PAVEMENT SECTION No Scale 4" MIN lam- 2" R 411 CONC CURB AND GUTTER CLASS 3A, ° ° (fc =3,000 PSI) CONCRETE 4 4 1,,.11 4 4 a' ° 4 a a 4 d 71 ° ' ' a •4 a Q � Q, / 4° �. a \ . .. a4 d 4 ell Ni -611 QII 21 -0I1 COMPAACTED CONTINUE 21B STONE SUBGRADE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB VDOT STANDARD CG -6 CURB & GUTTER No Scale /r4" VDOT STANDARD CG -2 No Scale VDOT A -3 CONCRETE VV1\ 1117VL� 21B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB COMPACTED SUBGRADE Q2!MD DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale L 13.5' 0 50' --10' I_[_� _ VDOT STD. CLASS Al RIPRAP, -J MIRAFI 140N WIDTH AT PIPE OUTLET =3' FILTER FABRIC �►� R- `111 OR EQUIVALENT (SEE PLAN VIEW) � i�. r 1 ZZ4 PLACE, 4000 PSI IF PRECAST LEVEL SPREADER DETAIL VDOT STD. CLASS Al RIPRAP, -J MIRAFI 140N WIDTH AT PIPE OUTLET =3' FILTER FABRIC WIDTH AT LEVEL SPREADER= 20' OR EQUIVALENT (SEE PLAN VIEW) CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST LEVEL SPREADER DETAIL EX. GROUND �- MIRAFI 140N FILTER FABRIC \ OR EQUIVALENT VDOT STD. CLASS Al RIPRAP, WIDTH= 20' 2 LEVEL BRICK SCHOOL FACILITY MHD TOP =689 67' INV. CL= 685.67' (90" CPP IN, 92" CPP OUT) MHD No Scale TOP= 688.90' RAMP 2L \� „ INV. CL= 683.58' 36.9'x 23.5' \ \ (92" CPP IN, OUT) --: MOBILE \ \ '�,�� ° �� KDEC \ CONC c CLASSROOM \ \ ` ° _ _ ``� STEPS oiNO 2 LE BRICK S cd FACT, 690 \ \\ 38.9' x 23.5' MOBILE _ \ \ ' / / a 12" DEC ~`'��, ' J 1 `\ \ / cpNc� �` _ (ON IN CLASSROOM I Vic" Dfi° ~� \ o , SAWCUT CURB & GyJ 17..Ef AND SIDEWALK AT NEAREST - / JOINT FOR UTILITI( INSTALLATION, ! / I \ 1 F1926 j I 1 Z 1 AD05 ADZct �\ c \ \\ I I \ >, NN \ \ I I `•-- I / y2" DEC _ > \� - - ' ,`` `~ \ \/ I D -r `\ '- UGp I ,L/VCOD' Ins G�1�1 RD lL - �IDS�r n D RA , I _ -V - ' F_1926` bt0 /' /' / / i . \, .` -•c ~ C/GA`.` / / / / / ,' �� /' / / / / / _ _ - - 5 _ CO 685 �� / / /' I I /' 10 I/ // I _-FAINT OVER '` �\ SAWCUT ASPHALT 141 I I I ► I \ WITH BLACK �\ ` ' \ LINEAR FEET \ I I I 1 PAINT ---- --•�� _ \ / / ,' /' ' I / / J/,' i I I I I I o 1 1 1 1 SAWCUT-CURB & t ► ` I I I 1 GUTTER AT 1 I \ 1 11 NEAREST JOINT- ASP6iAL T �' I' ' -RAMP < - � SAWCU/T CUR &, 1 , 'GUTTER AT I / 1 1 1 A DFO \ ASPaA[ r ` \ - `�� - _ , I EAff ST JOI VVO+OD S•rEPS\ & LANDING \ AL U>ViINU�LI \ \ 36. I x 23.5` \ RAIVP NN MOBXE 6,ASSRO Nl p `' - �,, ASPhIAL T - \ REMNANT - •�O - I - _ r� _ J REMO / d \ \ ` -,_ASP HAI r-� _ -- � �`� � � 7 / ASPHALT' I / � jI / I I /' �' NOTE: PARIQNG AREA DRAINS TO \ ~ \ � �- "M ,� THIS CORNER; NO OUTLET MEANS \ \ REMOVE ` - --REMOVE 1811P - - _ - \ ASPHALT' `s l ' / ' ' ' ' OBSERVED. CURB IS BROKEN OR \ TREE , _ _ - �� I / / / / / h / r / J / / /' DE I ERORIATED AT THIS AREA. 1 � / A5PHAL r I,e / 680 ALUMINUM / / ' CONTRACTOR TO _ - -RAMP- _ - - - - _ _ - ' _ COORDINATE/ / ` _ REMOVE, /' RFLOCA�'ION OF GOL4P_OST WOOD STEPS _ _ - TREE / / FIBER LINE 71 �MPORARY FENCE S TORAG� " - _ - LANDING j3= S - - - J / / (GARCIENAREA) `l - - - _ _ f MOBILE _ , f / J ' ASPHALT SURFACE TO BE REMOVED CLASSROOM- BASE MATERIAL TO REMAIN HARDSCAPE TO BE REMOVED 1 i REMOVE TREE 675 _ - -MOBILE CLASS -- - ROOM, RAMPy' ,r LANDING, AND STEPS , T-O -BE- REMOVEQ BY / k OTHERS_ 670 r DEMOLITION PLAN M CO 0 Z SCALE 1 " =20' 0 20' 40' VMDO A RCH I T E C TS 200 E MARKET STREET CHARLOTTESVILLE, VA 22902 P 434,296,5684 F 434.296.4496 www.vmdo.com x.00% 0 • TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROLINA I WEST VIRGINIA THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE 919 2ND ST SE CHARLOTTESVILLE, VA 22902 TEL 434,295,5624 FAX 434,295.8317 www,tlmmons.com Site Development lRSsidantlallinfrostructuralTechnology • Public OUrity Schools ALBEMARLE COUNTY PUBLIC SCHOOLS WAHS - ENVIRONMENTAL STUDIES CENTER 5941 ROCKFISH GAP TURNPIKE CROZET, VA 22932 Client Project Number - VMDO Project Number 15 -1166 Checked By Drawn By CM.G W J. KO'rARSKI Lie. No. 0402048507 ss?ONAt 0;� C. KOTARSKI J. WILSON ISSUES AND REVISIONS NO, SUBMITTAL DATE 1 SUBMISSION 04,14,15 2 BID DOCUMENTS 05,01,15 3 REVISION PER REVIEWERS COMMENTS 06,10,15 NOTES, DETAILS, & DEMOLITION PLAN C1.0 r w ;c 1. SET THE STAKES, O,c /A 36.Vx23.5' MOBILE CLASSROOM ib S 38. V x 23.5' MOBILE CLASSROOM 0 I 0 OF ASPhIAL T o - 18° PINE WOOD STEPS & LANDING z ° j I 2 LEVEL BRICK SCHOOL FACILITY /r / A 06 ASPHAL T RAMP co/l/I TO EXISTII)IG �a "DEC �� CONC CRAWL SPACE. 9EE O _ UFO- \ (2) STEPS PLUM ING PLUMBING C ti RAO,�n R DRA �NGS �Q �� 2✓ijn� 2 LE EtESPO , SIBLE F W TER•LINE &G xQ R FOB EMAIf��OM�5' OUTSIDES BRICKS T BUILDING TO IN � FACT ERIOR�� W 2 \\(2) 11.250+22:5 °,±45° F- 9 `� \ \ BENDS - \ w 0 12" DEC ` °� CONTRACTOR TOE \ cpN > (ON O N, \ FA COORDINATE °\ ELECTRICAL `\ T . ROUGH SAME \\\ TRENCH t Q Q C RB REC� F1926 GUTTER, AN� �D� AD05 SIDEWALK AT�- ' NEAREST JOINT 92 "DEC HF;AVY DUTY �ASP&, AVEMP T - AD64 _ \ \\ Q ` 4� Q� �lb _QUERCUS PHELLOS "WILLOW OAK" 3.5" CAL TIE-TO EXISTING CURB AND \` GUTTER F(� ASPHALT I RAMP ALUMINUM F,92 / \\ 0 ADGI,_ -2"-SANITARY J \\ \\ FORCE-MAIN 2" DOMESTIC \� CO WATER LINE CdQ \~ �. --T,IE TO EXISTING ?� r / CURB AND \ Q / (2) 11.25° BENDS GUTTER G7ERCUS PHELLOS EXPANSION ° '_'WILLOW OAK"-3.5" CAL JOINT / EXPANSION \ / ~`;JOINT (2) 45° BENDS 0 / / (2) 45 ° BENDS / 36. i' x 23.5' RAMP MOBILE EXPANSION JOINT CLASSROOM `� WHERE SIDEWALK PROPOSED MEETS BUILDING GREENHOUSE I 1 DECK 5'X5'`CONCRETE // SIDEWALK --UFO = CONTRACTOR TO \ I. / CO RDINATE THE - / RELOCATION OF F BER LINE CONTRACTOR TO COORDINATE THE - RELOCATION OF / UTILITIES 1 LIMITS OF DISTURBANCE = 9,981 SF 2. EXCAVATE A 4 "X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. FLOW 4" 3. STAPLE FILTER MATERIAL TO STAKES AND 4, BACKFILL AND COMPACT THE EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. FLC jmEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) SF SILT FENCE (W 10 WIRE SUPPORT No Scale 3,05 -2 YOUT`AND UTILITIES TABLE 3.32 -D SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA TOTAL LBS. PER ACRE MINIMUM CARE LAWN COMMERCIAL OR RESIDENTIAL 175 -200 LBS. KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90 -100% IMPROVED PERENNIAL RYEGRASS 0 -5% KENTUCKY BLUEGRASS 0 -5% GENERAL SLOPE (3:1 OR LESS) KENTUCKY 31 FESCUE 128 LBS. RED TOP GRASS 2 LBS. SEASONAL NURSE CROP * 20 LBS. 150 LBS, LOW - MAINTENANCE SLOPE (STEEPER THAN 3 :1) KENTUCKY 31 FESCUE 108 LBS. RED TOP GRASS 2 LBS. SEASONAL NURSE CROP * 20 LBS. CROWNVETCH ** 20 LBS, 150 LBS. * USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES AS STATED BELOW: FEBRUARY 16TH THROUGH APRIL ... ............................... ANNUAL RYE MAY 1ST THROUGH AUGUST 15TH ............................ FOXTAIL MILLET AUGUST 16TH THROUGH OCTOBER ANNUAL RYE NOVEMBER THROUGH FEBRUARY 15TH ........................ WINTER RYE ** SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF FARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL OTHER PERIODS, USE UNHULLED SERICEA), IF FLATPEA IS USED IN LIEU OF CROWNVETCH, INCREASE RATE TO 30 LBS. /ACRE. ALL LEGUME SEED MUST BE PROPERLY INOCULATED, WEEPING LOVEGRASS MAY BE ADDED TO ANY SLOPE OR LOW- MAINTENANCE MIX DURING WARMER SEEDING PERIODS; ADD 10 -20 LBS. /ACRE IN MIXES. PS 3.32 PERMANENT SEEDING MIX FOR PIEDMONT AREA No Scale Drainage Summary Table Western Albemarle Highschool Greenhouse County of Albemarle 6/10/2015' Structure Number Description Length (ft) Invert In Invert Out Slope % Rim Elevation Flow (CFS) Capacity (CFS) Remarks 100 ES -1 for 15 inch Pipe - - - - 679.38' - - - 101 15" HDPE 9.25' 678.08' 678.00' 0.86% - 2,83 6.45 - 102 DI -313 - - - - 683.58' - - 4ft Throat 103 15" HDPE 108.23 679.11' 678.18' 0,86% - 1.23 6.45 - 104 DI -3C - - - - 683.36' - - 8ft Throat M 00 SCALE 1 " =20' 0 20' 40' PERMANENT STABILIZATION ALL NON -PAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMENENT SEEDING IMMEDIATELY FOLLOWING FINISHED GRADING, SEEDING SHALL BE IN ACCORDANCE WITH STD. & SPEC. 3.32, PERMANENT SEEDING. SEED TYPE SHALL BE AS SPECIFIED FOR "MINIMUM CARE LAWNS" AND "GENERAL SLOPES" IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK FOR SLOPES LESS THAN M O 00 rCOiin M + cn F-• D ° (D p a> v- R85 C�z /i / ♦r _ ovu �L'4 t Z t AD05 `.D24 UGP 1 II I It Old %1EJ64 r y \ /Q s I I I F-1926- ill \ I 1 1 I t I f -_ -- -_ 1926� / J ' I I I ► `� i _.- -` -.J'` '( ��~``, r 0.87 1 _ _ 0.28 0.90 I \ 685 �- ./ / / / / / / / 6 /, OFD / /�i I I I 1 I ! `� I ` \ / /� i I / / / I / / / / / /w / I I I I i I � , "'" T`'\•, � / . 1 EP I 1 I ► I I ` _ 683:73` ' 6$ 'S8� 102 1 0 I I c I \ I t I I I I I TC 7/ 8.00 / / okp F1926 VDOT /STD C G -2 ADO? I 684.10 ► o / / I I 1 I I TC 103 684.22 { / / 11 ►1 `1 - ...1`� uFO`; `\�l�t�`r EX.TC �� 1 1 / 683_36 �.• I PS \,�° ; •' 681.40 :r,• TW680.58 BW675.4 / TC 683.73 'TC 684.1.4 - - 683.56 I ' 684.40 684.40 / / 675.4/0 684.40 X84,40 / o \ \ SF jW 677.66. 684r,40' t / /BW 675. /' // // / / / LEVEL SPREADER VDOT STD. CLASS Al X75.5 / / RIPRAP P$ �B 67 / Oc / / / / / / WIDTH 1 = 3' 8 / / / / / / WIDTH 2 = 20' 6F8 -• --__ _ _�,- DEPTH = 18" t g /' / SF !! I-- _ -- , r `\ - - - - -' / \--- - -___ 4" HDPE PIPE (TYP). - - - --_ .6�1 \ _ _ x0l 675 610 co _ / r Y / ( `� �� SCALE 1 " =20' � A ND DRAINAGE NOR 0 20' 40' 0 .- 00 M O 06 od L00nw C6 F- cD Z O a. �RZ Z a 'a U ^ c c LO o o n' M a0 ch + W r�CO Z z 685 680 EX. POWER AND FIBER _ 680 1103 LINES VERIFY i �\ 108,?r3' OF 1 AND 685 15" 1 DPE ?.25' OF ISTING GRADE 675 @0 .86% i f HDPE 0.86% 675 -- �` -- ELEVATI 670 1 (STING 1 670 665 ELEV TION 45° 665 N M M M M M BEND 45° BrND 0 ( �W 11.25° +22.5° +45 3 :1. FOR SLOPES GREATER THAN 3.1, SEED TYPE SHALL BE AS SPECIFIED FOR "LOW MAINTENENCE SLOPES" IN TABLE 3.32 -D OF THE VIRGINIA 9 +50 EROSION AND SEDIMENT CONTROL HANDBOOK. FOR MULCH (STRAW OR FIBER) SHALL BE USED ON ALL SEEDED SURFACES. IN ALL SEEDING OPERATIONS SEED, FERTILIZER AND LIME SHALL BE APPLIED PRIOR TO MULCHING. 10 +00 11 +00 STR 104 - 100 HORIZ SCALE: 1 " =50' VERT SCALE: 1 " =5 RQn Ran 12 +00 9 +50 10 +00 11 +00 12 +00 2" FORCEMAIN PROFILE HORIZ SCALE: 1 " =50' VERT SCALE: 1 " =5 Fan Ran EX. POWER AND FIBER OCATION AND LINES VERIFY �\ ELEVATION LOCATION AND 685 E' 685 ISTING GRADE ELEVATION ' EX. VyATERLINE VERIFY 685 -- �` -- ELEVATI N ,,. E (STING "-- �. / ELEV TION 45° GRADE BEND 45° BrND 11.25° 11.2p° 11.25° +22.5° +45 680 - PI E 101- BEND BEND 680 END 680 2.0 675 1 .0' _ A 1.19' n 675 TORM "PIPE`" RM PIPE 675 EX- CONNECT TO CONNECTION EXISTING-CRAWL EXISTING CRAWL CONNECTION TO BUILDING COORDINATE ISPACE PACE COORDINATE BUILDING COORDINATE COORDINATE ELEVATION 1-VITH 670 ELEVATION WITH -ELEVATION-WITH-1 670 PLUMBING PLAN PLUMBING PLAN PLUMBING PLAN 665 665 Lo 04 IQ4 V �9 o!Q �00 �S 200 ( �( �00 c°si cD cD 12 +00 9 +50 10 +00 11 +00 12 +00 2" FORCEMAIN PROFILE HORIZ SCALE: 1 " =50' VERT SCALE: 1 " =5 Fan Ran 12 +50 9 +50 10 +00 11 +00 12 +00 12 +50 2" WATERLINE PROFILE HORIZ SCALE: 1 " =50' VERT SCALE: 1 " =5 VMDO ARCHITECTS 200 E MARKET STREET CHARLOTTESVILLE, VA 22902 P 434.296.5684 F 434.296.4496 wwwwdo.com •� • %0 TIMMOMS GROUP YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROLINA I WEST VIRGINIA THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE 9192ND ST SE CHARLOTTESVILLE, VA 22902 TEL 434.295.5624 FAX 434.295.8317 www,timmons.com Sits Development lResidential linfrastructure lTechnology • Iblemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS WAHS - ENVIRONMENTAL STUDIES CENTER 5941 ROCKFISH GAP TURNPIKE CROZET, VA 22932 Client Project Number - VMDO Project Number 15 -1166 0) CRAT,G ?. KO'CARSKI Lie. No. 0402048507 C� Checked By C. KOTARSKI Drawn By J. WILSON ISSUES AND REVISIONS N0, SUBMITTAL DATE 1 SUBMISSION 04.14.15 2 BID DOCUMENTS 05.01.15 3 REVISION PER REVIEWERS COMMENTS 06.10.15 SITE PLAN & PROFILES C2.0 EX. POWER AND FIBER LINES VERIFY OCATION AND /I� ELEVATION EX. WAT VERIFY RLINE 685 ~ 685 -- �` -- ELEVATI N ,,. E (STING .. GRADE 11.2p° +22.5° +45° 680 (2�1° BEND PIPE 101 BE 11:25 ° - ND BEND 680 1,Q' 675 1 .0' _ 1.19' n 675 EX. ST RM PIPE CONNECT TO CONNECTION TO EXISTING CRAWL BUILDING COORDINATE PACE COORDINATE 670 ELEVATION 1-VITH ELEYATLQL�ILILLTH- 670 PLUMBING PLAN PLUMBIN PLAN 665 665 o00 M o!Q �00 200 (D �00 c°si cD cD 12 +50 9 +50 10 +00 11 +00 12 +00 12 +50 2" WATERLINE PROFILE HORIZ SCALE: 1 " =50' VERT SCALE: 1 " =5 VMDO ARCHITECTS 200 E MARKET STREET CHARLOTTESVILLE, VA 22902 P 434.296.5684 F 434.296.4496 wwwwdo.com •� • %0 TIMMOMS GROUP YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROLINA I WEST VIRGINIA THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE 9192ND ST SE CHARLOTTESVILLE, VA 22902 TEL 434.295.5624 FAX 434.295.8317 www,timmons.com Sits Development lResidential linfrastructure lTechnology • Iblemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS WAHS - ENVIRONMENTAL STUDIES CENTER 5941 ROCKFISH GAP TURNPIKE CROZET, VA 22932 Client Project Number - VMDO Project Number 15 -1166 0) CRAT,G ?. KO'CARSKI Lie. No. 0402048507 C� Checked By C. KOTARSKI Drawn By J. WILSON ISSUES AND REVISIONS N0, SUBMITTAL DATE 1 SUBMISSION 04.14.15 2 BID DOCUMENTS 05.01.15 3 REVISION PER REVIEWERS COMMENTS 06.10.15 SITE PLAN & PROFILES C2.0