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Home My WebLink AboutSDP201500017 Plan - Approved 2015-07-23SITE 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 DATUM: CONDUCTED ON MARCH, 15TH 2015 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 PARKING REQUIREMENTS: 0.23 SPACES /STUDENT (PER ITE PARKING GENERATION MANUAL 1,055 STUDENTS 1,055 X 0.23 = 243 PARKING SPACES PARKING PROVIDED: 457 SPACES (EXISTING) - 10 SPACES = 447 PARKING SPACES 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 CRITICAL SLOPES: CRITICAL SLOPES SHOWN ON SHEET C2.0. SLOPES CREATED AS A PART OF A COUNTY APPROVED PLAN. SDP -402 "WESTSIDE HIGHSCHOOL" UTILITIES: ACSA AT ROUTE 250, ONSITE IS A PRIVATE SYSTEM THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100 -YR FLOODPLAIN. N tfi V WESTERN ALBEMARLE HIGH SCHOOL ENVIRONMENTAL STUDIES CENTER MAJOR SITE PLAN AMENDMENT COUNTY OF ALBEMARLE, VIRGINIA WHITE HALL DISTRICT 5/1/2015 1 G 1 PROJECT LOCATION 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: 4 SHEETS APPROVALS DATE DEPARTMENT OF COMvIMUNTrY DEVEI.OPMF.,NT PLANNER&ONTNG el . *12311 '7' ENGINEER k ', INSPECTIONS r ARB 3 DEPARTMENT OF FIRE RESCUE 06.10.15 ALIi,Ci' MME C0U'`i,TY SERVICE Aft - TORITY x 15 VIRGINIA DEPAR.MENI' OF TRANSPORTATION Auk / 15' HEALTH DEPARTMENT VMDO ARCHITECTS 200 E MARKET STREET CHARLOTTESVILLE, VA 22902 P 434.296.5684 F 434,296.4496 www,vmdo.com TIMMONS 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 Site DwelopmentI Residential I Infrastructure ITechnology • be-marle County P ublic Schools ALBEMARLE COUNTY PUBLIC SCHOOLS WARS - ENVIRONMENTAL STUDIES CENTER 5941 ROCKFISH GAP TURNPIKE CROZET, VA 22932 Client Project Number VMDO Project Number 15 -1166 Jv t � , C7 Q CRATC."TW J. KarARSKI Lie. No. 0402048507 �a -7/ A/ i9 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 4 REVISION PER REVIEWERS COMMENTS 07.02.15 COVER C0.0 C7 r" ■■ w w t I M L SCALE 1" =100' 0 100' 200' T-- VMDO ARCH ITECTS 200 E MARKET STREET CHARLOTTESVILLE, VA 22902 P 434,296.5684 F 434.296.4496 wwwsmdomm 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.timmons.com Site Development IReaidential I infrastructure I Technology ',Atemamrle County 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 Checked By Drawn By I' VI Ox's 0 U CRATOw J. KOTARSKi Lie. No. 0402048507 71 A/ 115 �SS�dNAL �� 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 4 REVISION PER REVIEWERS COMMENTS 07,02.15 OVERALL PLAN C0.1 P 1� R� v 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 111. 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 WATER VAULT FIRE HYDRANT WATER VALVE STORM DRAINAGE MANHOLE (MHD) STORM DR41NAGE REINFORCED CONCRETE PIPE POLY -VINYL CHLOR /DE PIPE CORRUGATED PLASTIC PIPE DRAINAGE DIRECTION ARROW CLEAN-OUT(CO) UTILITYPOLE LIGHT POLE ELECTRIC BOX ELECTRIC METER GUYANCHOR SIGN UNDERGROUND FIBER OPTIC/ TELECOM UTILITY UNDERGROUND ELECTRIC UTILITY UNDERGROUND WATER -LINE OVERHEAD POWER UTILITY EDGE OF PAVEMENT (EP) DECIDUOUS TREE (DEC) CONIFEROUS TREE SIDEWALK EDGE OF PAVEMENT CONCRETE TREE-LINE/ WOODED AREA LEGEND (CONT.) r 1 STORM PIPE & STRUCTURE NO. O DROP INLET & STRUCTURE NO. 200 EXISTING CONTOUR 200 PROPOSED CONTOUR f- 240.50 PROPOSED SPOT ELEVATION MATCH EX. CROSS TC =TOP OF CURB EX. SURFACE FC =FLUSH CURB SLOPE UNLESS OTHERWISE TS = TOP OF STAIRS COURSE X BS = BOTTOM OF STAIRS SPECIFIED ON PLANS TW = TOP OF WALL & REMOVE BW = BOTTOM OF WALL APPROX. = APPROXIMATE EXISTING PAVEMENT PROPOSED PAVEMENT E- a S SAWCUT THROUGH a a M MATCH EX. CROSS U C EX. SURFACE SLOPE UNLESS OTHERWISE COURSE X X S SPECIFIED ON PLANS & REMOVE PAVEMENT P PROPOSED 2' MIN. S SURFACE (COURSE PAVEMENT COURSE SURFACE SAWCUT EX. : BASE COURSA EDGE OF BASE NOTE: PROPOSED PAVEMENT PAVEMENT IN WITH EXISTING PAVEMENT REPLACEMENT JOINT DETAIL No Scale 2.5" BITUMINOUS CONCRETE SURFACE COURSE - SM -9.5A VARIBLE DEPTH 21B AGGREGATE BASE COURSE EXISTING BASE COURSE \/\ % \� \ \ \ \ \ \ COMPACTED SUBGRADE DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale 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 ,', .J . ��'�'` ' DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. CONCRETE SIDEWALK PAVEMENT SECTION No Scale 2" R 411.., CONC CURB AND GUTTER CLASS 3A, ° (fc =3,000 PSI) CONCRETE 611 d 4 G 13° j �4 d 11 a a � a.a d a 4 '7 � d C \ ,/ b o ° a. 4 �. , CONTINUE • r • r VDOT STANDARD CG -6 CURB & GUTTER No Scale VDOT STANDARD CG -2 No Scale VDOT A -3 CONCRETE %.1W11 1114Vf_ 216 STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB `- COMPACTED SUBGRADE DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale -135 0.50' 10' 7.511 1 MIN 411 4 1 VDOT STD. CLASS Al RIPRAP, MIRAFI 140N WIDTH AT PIPE OUTLET =3' FILTER FABRIC WIDTH AT LEVEL SPREADER= 20' (SEE PLAN VIEW) OR EQUIVALENT CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST LEVEL SPREADER DETAIL No Scale EX. GROUND �- MIRAFI 140N FILTER FABRIC \ OR EQUIVALENT VDOT STD. CLASS Al RIPRAP, WIDTH= 20' PAINT OVER SAWCUT ASPHALT 141 WITH BLACK LINEAR FEET PAINT SAWCUT CURB & / GUTTER AT NEAREST JOINT 1 SAWCUT CURB & GUTTER, AND SIDEWALK AT NEAREST JOINT FOR UTILITY INSTALLATION ; `- SAWCUT CURB & GUTTER AT NEAREST JOINT / REMOVE ASPHALT REMOVE REMOVE ✓ / ✓ ✓✓ _.145 ASPHALT // TREE CONTRACTOR TO COORDINATE REMOVE RELOCATION OF TREE FIBER LINE ®ASPHALT SURFACE TO BE REMOVED BASE MATERIAL TO REMAIN HARDSCAPE TO BE REMOVED REMOVE TREE MOBILE CLASS ROOM, RAMP, LANDING, AND STEPS TO BE REMOVED BY OTHERS DEMOLITION PLAN Cn CO Q Z SCALE 1 " =20' 0 20' 40' V_ VMDOARCHITECTS 200 E MARKET STREET CHARLOTTESVILLE, VA 22902 P 434.296.5684 F 434.296.4496 www.vmdo.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.timmons.com Site Development IReMential I infrastructure I Technology emarle County 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 CR.ATGW1. KO`t"ARSKI Lie. No. 0402048507 14 -71a/ 15 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 4 REVISION PER REVIEWERS COMMENTS 07.02.15 NOTES, DETAILS, & DEMOLITION PLAN C1.0 NOTES, DETAILS, & DEMOLITION PLAN C1.0 V TIE TO EXISTING CRAWL SPACE. SEE PLUMBING PLUMBING CONTRACTOR DRAWINGS RESPONSIBLE FOR WATER LINE & FORCEMAIN FROM 5' OUTSIDE THE BUILDING TO INTERIOR TIE IN (2) 11.250+22.50+45° BENDS CONTRACTOR TO COORDINATE ELECTRICAL THROUGH SAME TRENCH REPLACE CURB GUTTER,AND SIDEWALK AT NEAREST JOINT / HEAVY DUTY ASPHALT / PAVEMENT 2" SANITARY / FORCEMAIN / / 2" DOMESTIC / WATER LINE / TIE TO EXISTING / CURB AND / GUTTER (2) 11.250 BENDS QUERCUS PHELLOS EXPANSION / "WILLOW OAK" 3.5" CAL JOINT / QUERCUS PHELLOS EXPANSION / "WILLOW OAK" 3,5" CAL JOINT / TIE TO EXISTING (2) 45° BENDS CURB AND �. GUTTER..! :......... ... ................. S 6 .......... ::4 . r ::?"`:,: ; t' (2) 45° BENDS r EXPANSION JOINT PROPOSED WHERE SIDEWALK GREENHOUSE MEETS BUILDING DECK I / 5'X5' CONCRETE SIDEWALK ` ` �• 1 v CONTRACTOR TO / COORDINATE THE RELOCATION OF / FIBER LINE CONTRACTOR TO COORDINATE THE RELOCATION OF UTILITIES LIMITS OF DISTURBANCE = 9,981 SF M CD Q Z LAYOUT AND UTILITIES SCALE 1 " =20' 0 20' 40' TABLE 3.32 -D SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA TOTAL LBS PER ACRE 1. SET THE STAKES. 2. EXCAVATE A 4 "X 4" TRENCH UPSLOPE MINIMUM CARE LAWN m o a ALONG THE LINE OF STAKES. y° COMMERCIAL OR RESIDENTIAL 175 -200 LBS. 6. 6 ao ° 04 KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90 -100% m06 � �c6 cro IMPROVED PERENNIAL RYEGRASS 0 -5% KENTUCKY BLUEGRASS 0 -5% o`-tOZ O O FLOW 'r "� GENERAL SLOPE (3:1 OR LESS) o�p> > > 4 KENTUCKY 31 FESCUE 128 LBS. 3, STAPLE FILTER MATERIAL TO STAKES AND 4• BACKFILL AND COMPACT THE RED TOP GRASS 2 LBS. EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. SEASONAL NURSE CROP * 20 LBS, 150 LBS. Vocicno , LOW - MAINTENANCE SLOPE (STEEPER THAN 3:1) LO o KENTUCKY 31 FESCUE 108 LBS. �- + air, r, RED TOP GRASS 2 LBS. ¢a> Q �� SEASONAL NURSE CROP * 20 LBS. FLOW CROWNVETCH ** 20 LBS. 6 SHEET FLOW INSTALLATION 150 LBS. (PERSPECTIVE VIEW) * USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES FLOW 3' ( MAX. AS STATED BELOW: FEBRUARY 16TH THROUGH APRIL ... ............................... ANNUAL RYE A g A �\ HR T 1 TH . FOXTAIL MILLET MAY 1ST THROUGH AUGUST 5 ........................... 6 _ - AUGUST 16TH THROUGH OCTOBER ............................... ANNUAL RYE NOVEMBER THROUGH FEBRUARY 15TH ........................ WINTER RYE 11 ** SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF POINTS A SHOULD BE HIGHER THAN POINT S. FARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU 6 DRAINAGEWAY INSTALLATION OF CROWNVETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEED (FRONT ELEVATION) 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. SF 3.05 -2 ps 3.32 6 SILT FENCE (W /O WIRE SUPPORT) PERMANENT SEEDING MIX FOR PIEDMONT AREA No Scale No Scale PERMANENT STABILIZATION 6 Drainage Summary Table ALL NON -PAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE Western Albemarle Highschool Greenhouse County of Albemarle 6/10/2015 STABILIZED WITH PERMENENT SEEDING IMMEDIATELY FOLLOWING FINISHED GRADING. SEEDING SHALL BE IN ACCORDANCE WITH STD. & Structure Rim Capacity SPEC. 3.32, PERMANENT SEEDING. SEED TYPE SHALL BE AS SPECIFIED Number Description Length (ft) Invert In Invert Out Slope % Elevation Flow (CFS) (CFS) Remarks FOR "MINIMUM CARE LAWNS" AND "GENERAL SLOPES" IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK FOR SLOPES LESS THAN 100 ES -1 for 15 inch Pipe - - - - 679.38' - - 3:1. FOR SLOPES GREATER THAN 3:1, SEED TYPE SHALL BE AS SPECIFIED 101 15" HDPE 9.25' 678.08' 678.00' 0.86% - 2.83 6.45 - FOR "LOW MAINTENENCE SLOPES" IN TABLE 3.32 -D OF THE VIRGINIA 9 +50 102 DI -3B - - - - 683.58' - - 4ft Throat EROSION AND SEDIMENT CONTROL HANDBOOK. FOR MULCH (STRAW OR 103 15" HDPE 108.23 679.11' 678.18' 0.86% 1,23 6.45 _ FIBER) SHALL BE USED ON ALL SEEDED SURFACES. IN ALL SEEDING OPERATIONS SEED, FERTILIZER AND LIME SHALL BE APPLIED PRIOR TO 104 DI -3C - - - - 683.36' - - 8ft Throat MULCHING. 85 �oZ v- to Oz 685 80 680 103 108.23' OF 1 15" HDPE 9.25' OF 15" HDPE 75 @ 0.86 % 675 @ 0.86% 70 670 65 665 NN Oo NT_ vi coM jai ccoo �° 10 +00 11 +00 12 +00 STR 104 - 100 HORIZ SCALE: 1 " =50' VERT SCALE: 1 " =5 / r � � r ` / r � J r `�♦ / 1 � II 1 '' ► / 1 � 1 I / r / / 1 / / 1 / / r / / 1 / / 1 r 0.21 0.87 / rO2 0.90 1 / 1 / / 1 1 EP / EX.TC / 1 683.73 683.58 / 1 102 100 / TC 678-00 VDOT STD CG -2 / -Y 1684.10 / 1 TC +t 1 ♦ EX.TC 103 684.22 1 683.36 ♦ PS " 684.40 k J 1 TC 683.73 TC 684.14 683.56 684.40 684.40 679.40 684.40 684A0 SF 684.40 LEVEL SPREADER VDOT STD. CLASS Al RIPRAP PS WIDTH 1 = 3' 8 WIDTH 2 = 20' 82 _ DEPTH = 18" 4" HDPE PIPE (TYP) CRITICAL SLOPES (TYP) GRAD -1 ING AND DRAINAGE bkou Wdu EX. POWER AND FIBER LINES VERIFY!'`. LOCATION AND EXISTING ELEVATION! GRADE �s EX. WATERLINE 685 VERIFY 685 LOCATION AND ELEVATION - In0 450 45° BEND 11.25° 11.25° +22.5 ° +45 BEND 1 680 PIPE 101 BEND 1 BEND 680 1.0, 2.9' 675 EX. STORM PIPE 675 CONNECT TO EXISTING CRAWL CONNECTION TO SPACE BUILDING COORDINATE COORDINATE 670 ELEVATION WITH ELEVATION WITH - 670 PLUMBINIG PLAN PLUMBING PLAN 665 665 4-g o$ lq� �° �° co w co co 9 +50 10 +00 11 +00 12 +00 12 +50 2" FORCEMAIN PROFILE HORIZ SCALE: 1 " =50' VERT SCALE: 1 " =5 M c0 Q Z SCALE 1 " =20' 0 20' 40' twu 690 EX. POWER AND FIBER LINES VERIFY LOCATION AND ELEVATION EX. WATERLINE 685 VERIFY 685 _ _ LOCATION AND ELEVATION - EXISTING GRADE 11.25° +22,5° +45° " 680 (2) BEND 45° PIPE 101 } 680 BENDS 11,25° 1.0' BEND 1.0' 675 _ _ 675 EX. STORM PIPE CONNECT TO CONNECTION TO EXISTING CRAWL BUILDING COORDINATE SPACE COORDINATE 670 _ ELEVATION WITH ELEVATION WITH 670 PLUMBING PLAN PLUMBING PLAN 665 665 JV "10 9 +50 10 +00 11 +00 12 +00 12 +50 2" WATERLINE PROFILE HORIZ �Q/,� 5 VERT SCALE: 1 " =5 to VMDO ARCHITECTS 200 E MARKET STREET CHARLOTTESVILLE, VA 22902 P 434.296,5684 F 434.296.4496 www.vmdo.com •�� TIMMONS CROUP 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•timmons•com emarle 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 G1 a i� O CRATG W.1• I {OTARSKI Lie. No. 0402048507 .06 �s�"roNAt, 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 4 REVISION PER REVIEWERS COMMENTS 07.02.15 SITE PLAN & PROFILES C2.0 m o a y° ao ° 04 m06 � �c6 cro o`-tOZ O O o�p> > > Vocicno , LO o M O 2 � �- + air, r, ¢a> Q LU �mZ vi coM jai ccoo �° 10 +00 11 +00 12 +00 STR 104 - 100 HORIZ SCALE: 1 " =50' VERT SCALE: 1 " =5 / r � � r ` / r � J r `�♦ / 1 � II 1 '' ► / 1 � 1 I / r / / 1 / / 1 / / r / / 1 / / 1 r 0.21 0.87 / rO2 0.90 1 / 1 / / 1 1 EP / EX.TC / 1 683.73 683.58 / 1 102 100 / TC 678-00 VDOT STD CG -2 / -Y 1684.10 / 1 TC +t 1 ♦ EX.TC 103 684.22 1 683.36 ♦ PS " 684.40 k J 1 TC 683.73 TC 684.14 683.56 684.40 684.40 679.40 684.40 684A0 SF 684.40 LEVEL SPREADER VDOT STD. CLASS Al RIPRAP PS WIDTH 1 = 3' 8 WIDTH 2 = 20' 82 _ DEPTH = 18" 4" HDPE PIPE (TYP) CRITICAL SLOPES (TYP) GRAD -1 ING AND DRAINAGE bkou Wdu EX. POWER AND FIBER LINES VERIFY!'`. LOCATION AND EXISTING ELEVATION! GRADE �s EX. WATERLINE 685 VERIFY 685 LOCATION AND ELEVATION - In0 450 45° BEND 11.25° 11.25° +22.5 ° +45 BEND 1 680 PIPE 101 BEND 1 BEND 680 1.0, 2.9' 675 EX. STORM PIPE 675 CONNECT TO EXISTING CRAWL CONNECTION TO SPACE BUILDING COORDINATE COORDINATE 670 ELEVATION WITH ELEVATION WITH - 670 PLUMBINIG PLAN PLUMBING PLAN 665 665 4-g o$ lq� �° �° co w co co 9 +50 10 +00 11 +00 12 +00 12 +50 2" FORCEMAIN PROFILE HORIZ SCALE: 1 " =50' VERT SCALE: 1 " =5 M c0 Q Z SCALE 1 " =20' 0 20' 40' twu 690 EX. POWER AND FIBER LINES VERIFY LOCATION AND ELEVATION EX. WATERLINE 685 VERIFY 685 _ _ LOCATION AND ELEVATION - EXISTING GRADE 11.25° +22,5° +45° " 680 (2) BEND 45° PIPE 101 } 680 BENDS 11,25° 1.0' BEND 1.0' 675 _ _ 675 EX. STORM PIPE CONNECT TO CONNECTION TO EXISTING CRAWL BUILDING COORDINATE SPACE COORDINATE 670 _ ELEVATION WITH ELEVATION WITH 670 PLUMBING PLAN PLUMBING PLAN 665 665 JV "10 9 +50 10 +00 11 +00 12 +00 12 +50 2" WATERLINE PROFILE HORIZ �Q/,� 5 VERT SCALE: 1 " =5 to VMDO ARCHITECTS 200 E MARKET STREET CHARLOTTESVILLE, VA 22902 P 434.296,5684 F 434.296.4496 www.vmdo.com •�� TIMMONS CROUP 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•timmons•com emarle 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 G1 a i� O CRATG W.1• I {OTARSKI Lie. No. 0402048507 .06 �s�"roNAt, 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 4 REVISION PER REVIEWERS COMMENTS 07.02.15 SITE PLAN & PROFILES C2.0 9 +50 10 +00 11 +00 12 +00 12 +50 2" FORCEMAIN PROFILE HORIZ SCALE: 1 " =50' VERT SCALE: 1 " =5 M c0 Q Z SCALE 1 " =20' 0 20' 40' twu 690 EX. POWER AND FIBER LINES VERIFY LOCATION AND ELEVATION EX. WATERLINE 685 VERIFY 685 _ _ LOCATION AND ELEVATION - EXISTING GRADE 11.25° +22,5° +45° " 680 (2) BEND 45° PIPE 101 } 680 BENDS 11,25° 1.0' BEND 1.0' 675 _ _ 675 EX. STORM PIPE CONNECT TO CONNECTION TO EXISTING CRAWL BUILDING COORDINATE SPACE COORDINATE 670 _ ELEVATION WITH ELEVATION WITH 670 PLUMBING PLAN PLUMBING PLAN 665 665 JV "10 9 +50 10 +00 11 +00 12 +00 12 +50 2" WATERLINE PROFILE HORIZ �Q/,� 5 VERT SCALE: 1 " =5 to VMDO ARCHITECTS 200 E MARKET STREET CHARLOTTESVILLE, VA 22902 P 434.296,5684 F 434.296.4496 www.vmdo.com •�� TIMMONS CROUP 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•timmons•com emarle 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 G1 a i� O CRATG W.1• I {OTARSKI Lie. No. 0402048507 .06 �s�"roNAt, 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 4 REVISION PER REVIEWERS COMMENTS 07.02.15 SITE PLAN & PROFILES C2.0 9 +50 10 +00 11 +00 12 +00 12 +50 2" WATERLINE PROFILE HORIZ �Q/,� 5 VERT SCALE: 1 " =5 to VMDO ARCHITECTS 200 E MARKET STREET CHARLOTTESVILLE, VA 22902 P 434.296,5684 F 434.296.4496 www.vmdo.com •�� TIMMONS CROUP 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•timmons•com emarle 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 G1 a i� O CRATG W.1• I {OTARSKI Lie. No. 0402048507 .06 �s�"roNAt, 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 4 REVISION PER REVIEWERS COMMENTS 07.02.15 SITE PLAN & PROFILES C2.0 SITE PLAN & PROFILES C2.0