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SDP201700073 Plan - Submittal (First) Major Amendment, Final Site Plan 2017-12-04
T -k 0 1 0 C E 0 kuIrml q 14 W rm is 4 SITE DATA: ENGINEER: TIMMONS GROUP 608 PRESTON AVENUE, SUITE 200 CHARLOTTESVILLE, VA 22903 TELEPHONE: 434-327-1688 CONTACT: CRAIG KOTARSKI, P.E. CRAIG.KOTARSKI@TIMMONS.COM TAX MAP PARCEL: 05600-00-00-017CO LIMITS OF DISTURBANCE: 1.25 ACRES SETBACK: 75' FRONT 25' SIDE 35' REAR ZONING: RURAL AREA MAGISTERIAL DISTRICT: WHITE HALL SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP. 28 IMPERIAL DRIVE STAUNTON, VA 24401 (540)-885-0786 SOURCE TOPOGRAPHY: TIMMONS GROUP, SEP 25, 2017 BENCHMARK: BENCHMARK: SET IN BASEMENT OF TWO STORY BRICK BUILDING. BM = 676.22' DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE VERTICAL: NAVD88 ESTABLISHED THROUGH LEICA SMARTNET SITE AREA: 75.0 ACRES PROPOSED USES: SCHOOL BUILDING AREA: FOOT PRINT 3904 S.F_ TOTAL 7808 S.F. (TWO FLOORS) EXISTING IMPERVIOUS AREA (WITHIN PROJECT LIMITS): 0.92 ACRES NEW IMPERVIOUS AREA (WITHIN PROJECT LIMITS): 0.64 ACRES PARKING COUNT: PARKING SPACES REMOVED: 32 SPACES THERE IS A FRONT PARKING LOT NEAR U.S. RT. 250 WITH 40 SPACES. LIGHTING WILL BE ADDED TO THE PATH FROM THE SCHOOL TO THE PARKING LOT TO ENABLE THE LOT TO BE USED FOR STUDENT PARKING YEAR ROUND. WETLAND IMPACTS: NONE WATER SUPPLY: ACSA SANITARY SEWER: ACSA DRAINAGE DISTRICT: RIVANNA THERE ARE NO CRITICAL SLOPES LOCATED WITHIN THE PROJECT LIMITS. THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100 -YR FLOODPLAIN. THE SITE IS LOCATED IN A WATER SUPPLY PROTECTION DISTRICT. MAJOR SITE PLAN AMENDMENT COUNTY OF ALBEMARLE, VIRGINIA WHITE HALL DISTRICT 12/04/2017 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 AVENUE, SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: 434-327-1688 Sheet List Table Sheet Number Sheet Title C0.0 COVER C1.0 NOTES AND DETAILS C2.0 EXISTING CONDITIONS C2.1 DEMOLITION PLAN G3.0 EROSION AND SEDIMENT GONTROL [DETAILS 11 3 11 EROSIGN AND SEDIMENT GONTROL PHASE 1 G3.2 FROSION AND SEDIMENT GGNTROL PHASE 11 C4.0 LAYOUT PLAN C5.0 GRADING PLAN C5.1 GRADING SPOT SHOTS PLAN G6.2 STORMWATER SUMMARY PLAN G6.9 8TeRMWATE-R MANAGEMENT RI=AN L1.0 OVERALL LANDSCAPE PLAN L1.1 LANDSCAPE PLAN L1.2 LANDSCAPE PLAN L2.0 LANDSCAPE NOTES & DETAILS L2.1 LANDSCAPE NOTES & DETAILS TOTAL SHEETS = 12 +.I7 )i' fzJ °`. s I YOUR VISION ACNIEVED T11-411OUG14 OURS, ALPS Addition and Modernization Western Albemarle High School Science Labs 5941 Rockfish Gap Turnpike Crozet, VA 22932 Client Project Number VMDO Proiect Number �� A �C, yq, Y✓ _. �t 5 4 Lig, Noi 0402048507 12/0 T 117 17-1232 Checked By C. KOTARSKI Designed By J. SHOWALTER Drawn By J. SANDERS ISSUES AND REVISIONS N0, SUBMITTAL IST COUNTY SUBMISSION COVER C0.0 DATE 12.04.2017 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. 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. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 5. 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. 6. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT I AND I LD -94 (D) 121.13. 7. ALL RCP 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. 8. IF PRE -CAST UNITS ARE TO BE USED, THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 9. ALL CONCRETE SHALL BE A3 -AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 10. 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. 11. 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. 12. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 13. ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 14. 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. 15. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 16. 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). 17. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 18. ALL VEGETATION AND ORGANIC MATERIAL MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 19. 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. 20. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 21. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON-SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2012 UNIFORM STATEWIDE BUILDING CODE, 2012 VIRGINIA CONSTRUCTION CODE, 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN AND ICC/ANSI Al 17.1-03. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:00PM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 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 1 OOOLBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 1801LBS/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) 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). ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF COPTIMUM 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 AREAS 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. SITE PLAN LEGEND VV WATER 100 STORM MANHOLE -0- METER SETBACK - AT/FP ST 0 GAS VALVE OO BOLLARD 0 STREET SIGN ❑ GAS METER LIMITS OF DISTURBA -X FENCE XXX MAJOR CONTOUR XXX MINOR CONTOUR •-Q SITE LIGHT OX PARKING SPACE CC GRADING TC =TOP OF CURB EP = EDGE OF PAVEMENT FL = FLOW LINE TW = TOP OF WALL BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT 11llVtiTJ 00, YOUR VISION ACHIEVED THROUGH OURS . ACPS ;ounty Public Schools Addition and Modernization Western Albemarle High School Science Labs 5941 Rockfish Gap Turnpike Crozet, VA 22932 Client Project Number VMDO Project Number Li�Q< No. 0402:04550 r 12/x-117 NAT 17-1232 Checked By C, KOTARSKI Designed By J. SHOWALTER Drawn By J. SANDERS ISSUES AND REVISIONS NO. 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SUBMITTAL 1ST COUNTY SUBMISSION DEMOLITION PLAN C21 DATE 12.04.2017 ;WA 6. 101 3 SIDED DUMPSTER 1<1 ENCLOSURE FOR 4 DUMPSTERS GRASS PAVERS SEE LANDSCAPE PLANS FOR DETAILS R1 11.25'+45' BEND — 4 OVERHEAD .4 A CANOPY K' 4 - PLANTED SUMP AREAS WITH RISER 1 OVERFLOW AND 4" RAISED CURB ALONG SIDEWALK SIDE. SEEf J 4 LANDSCAPE PLAN FOR DETAILS. EXTERIOR STAIRS /V FROM SECOND FLOOR IQ SEE ARCHITECTURAL PLANS FOR DETAILS -.000% 15'/ FD21, Al '117C 11"It I J HANDRA LL' ��8 < 4 C B 0 /"( 2-7v D 4' e O LEGEND: SIDEWALK CONCRETE ------ ---- - -- - -------- HEAVY DUTY ASPHALT 10", STONE DUST (SEE L2.0 FOR DETAIL) GRASS PAVERS (SEE L2.0 FOR DETAIL) 33 TIE TO EX. WATERLINE 11.25'+45' BEND REPLACE 2' OF HEAVY DUTY ASPHALT. TIE TO EX. IN ACCORDANCE WITH PAVEMENT REPLACEMENT JOINT DETAIL. 8" WATERLINE R1 11.25'+45' BEND — 4 OVERHEAD .4 A CANOPY K' 4 - PLANTED SUMP AREAS WITH RISER 1 OVERFLOW AND 4" RAISED CURB ALONG SIDEWALK SIDE. SEEf J 4 LANDSCAPE PLAN FOR DETAILS. 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SUBMITTAL 1ST COUNTY SUBMISSION LAYOUT PLAN C�� DATE 12.04.2017 LEGEND: SIDEWALK CONCRETE HEAVY DUTY ASPHALT HEAVY DUTY CONCRETE STONE DUST (SEE L2.0 FOR DETAIL) GRASS PAVERS (SEE L2.0 FOR DETAIL) 7, -------- f SCALE 1"=20' 2'0' 40' Q;' V t'A � (-',5 6 �A YOUR VISION ACHIEVEED THROUGIA OURS, • UNIC �)Cnoois ACPS Addition and Modernization Western Albemarle High School Science Labs 5941 Rockfish Gap Turnpike Crozet, VA 22932 Client Project Number VMDO Project Number 17-1232 J Q C-RAdG Iff. J. KOTARS KI Li�, No. 040204850 7 7 Checked By C.KOTARSKI Designed By J. SHOWALTER Drawn By J. SANDERS ISSUES AND REVISIONS NO. SUBMITTAL 1ST COUNTY SUBMISSION LAYOUT PLAN C�� DATE 12.04.2017 p, ADD CLEAN OUT AND r1nK1f11Mr1_r E:v 011%n= JJ 1117h�/TY A >F a r aa'-`;�E iv ?�C1,_v"C', V 6 5, GRAVE SECTION MIN. TOP=69 1, 1"'Y - ------ --- LIVIV fAl=� WV (V 1� . CHAIN LINK FENCED E Llv E_ A! v uCipi) T, b. .. .. .. 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I - / ,,,,, � IA -1 --,,, a ... ... - , ly, � �, � -- I 'T � � --,--------11/, I SCALE 1"=20' I I 0 20' 40' I I, , . ,,f- 11EME - ---------`�� J �-=Z�; � 1-1 z--1-1tl`� "i - � -� - ! --------- --A- , -1.1 . , E SHED !� � :I I I I lir -Iir KEY PLAN_ SCALE: 1"=300' I 1 " 11, 11 , , � 11 I.- / --, " , , / / , , / WIMA, � 111--Wnl I v. l,gmj%�Iff R,� I / IF fa, mw,v,p�,MMA'01�� "'W' ,-------.,---1111- � , � -------- 1-11-- 1*'�*vm mo -- W M co 0 < Z SCALE 1"=300' 1 1 11111111111111111111111 6 300' 600' - .,.,n-.. -1- --- . ....... 1-11 I- --- 1111„ ^.....," i, -, -- ---.- -- - I , I i . 11 �- f , �', " � - " - , I �- I I / i / / , � , I � / I I I , , � I I , -1 I t' , , � � / I / , " I f I , /, I I ,r , I I , � , / 11 I I I 11 i I 11 , I 11 I i t ,11, � I / , f z I � I I , � li I , --1-1 11EME - ---------`�� J �-=Z�; � 1-1 z--1-1tl`� "i - � -� - ! --------- --A- , -1.1 . , E SHED !� � :I I I I lir -Iir KEY PLAN_ SCALE: 1"=300' I 1 " 11, 11 , , � 11 I.- / --, " , , / / , , / WIMA, � 111--Wnl I v. l,gmj%�Iff R,� I / IF fa, mw,v,p�,MMA'01�� "'W' ,-------.,---1111- � , � -------- 1-11-- 1*'�*vm mo -- W M co 0 < Z SCALE 1"=300' 1 1 11111111111111111111111 6 300' 600' - .,.,n-.. -1- --- . ....... 1-11 I- --- 1111„ ^.....," i, -, -- ---.- -- - I -- -- I- ,�11 , 1` --I- I -i ` A,V " L I E'�'�LKS /,- ,--,,,%, "", , " l- , I i . 11 �- f , �', " � - " - , I �- I I / i / / I" , , � I I , -1 I t' , I/ -- -.1 , , " I f I , -- -- I- ,�11 , 1` --I- I -i ` A,V " L I E'�'�LKS /,- ,--,,,%, "", , " l- I -�� , �', " � - " - , I --- -- -- I- ,�11 , 1` --I- I -i ` A,V " L I E'�'�LKS /,- ,--,,,%, "", , " l- - t , Y. - X �,�, l' -II ,,�,' A., A"51 I"I ril,4v 71' ROATD Ailr,D D�FRFV�'N` 1--,I,e'0�.,`,`, I- ,� ... " '1�111, MAINTENANCE SHED PLAN SCALE: I "=20' EX 'T0`,,A,ii."- R in AN MR AN-qm I'M&MR AlffI= ,onin AN= =in W- M ( 00'#"'a AN9 vff �V\ I msmw� t , " vo - --i- I , D, "" ,f A I � ch , " I'll' -1-1- I , " , � , 3 , 4,2 c- 1 6 1 - 5 6 I", N Vil,0,0,C,0.11 arle is S ALPS Addition and Modernization Western Albemarle High School Science Labs 5941 Rockfish Gap Turnpike Crozet, VA 22932 Client Project Number VMDO Project Number 17-1232 , - P � 0. - � , .r,. Y Vr'-, q � 11 A I � . ,�-,,X, I - ) �Z 14� ��) CIRAICTIW J. KOTAJ6,Kf �,`- I Lic, No. 0402048507 � ' ' ' 7 � ��N V�3 � I . ' JTVA- Y� , 'klbu Checked By C. KOTARSKI Designed By J. SHOWALTER Drawn By J. SANDERS ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 ST COUNTY SUBMISSION 12.04.201"I GRADING SPOT SHOTS PLAN , / I --- / / / I , - -1 , , � I I , -1 I , -" / I 11 , I II , 1� , , " I f I , /, I f � / d f, I; � 11 i I 11 , I 11 I i t ,11, � I - t , Y. - X �,�, l' -II ,,�,' A., A"51 I"I ril,4v 71' ROATD Ailr,D D�FRFV�'N` 1--,I,e'0�.,`,`, I- ,� ... " '1�111, MAINTENANCE SHED PLAN SCALE: I "=20' EX 'T0`,,A,ii."- R in AN MR AN-qm I'M&MR AlffI= ,onin AN= =in W- M ( 00'#"'a AN9 vff �V\ I msmw� t , " vo - --i- I , D, "" ,f A I � ch , " I'll' -1-1- I , " , � , 3 , 4,2 c- 1 6 1 - 5 6 I", N Vil,0,0,C,0.11 arle is S ALPS Addition and Modernization Western Albemarle High School Science Labs 5941 Rockfish Gap Turnpike Crozet, VA 22932 Client Project Number VMDO Project Number 17-1232 , - P � 0. - � , .r,. Y Vr'-, q � 11 A I � . ,�-,,X, I - ) �Z 14� ��) CIRAICTIW J. KOTAJ6,Kf �,`- I Lic, No. 0402048507 � ' ' ' 7 � ��N V�3 � I . ' JTVA- Y� , 'klbu Checked By C. KOTARSKI Designed By J. SHOWALTER Drawn By J. SANDERS ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 ST COUNTY SUBMISSION 12.04.201"I GRADING SPOT SHOTS PLAN Z Z Z ZZ Z r SCALE 1 "=20' 0 20' 40' SvR M I ) ( ) �'Nl i'; "r 211')() E N`ark� "Os TIMMONS GROUP YOUR VISION HIEEVED THROUGH OURS, • 61M M61 0 ACPS Addition and Modernization Western Albemarle High School Science Labs 5941 Rockfish Gap Turnpike Crozet, VA 22932 Client Project Number VMDO Proiect Number NLTH 67 '&NK W. H I U) III o. 114M 12/04/17 pE AR 17-1232 Checked By F. HANCOCK Designed By F. HANCOCK Drawn By B. DAVIS ISSUES AND REVISIONS NO, SUBMITTAL 1ST COUNTY SUBMISSION DATE 12,04.2017 OVERALL LANDSCAPE PLAN L1.0 I PLANT KEY TREES BOTANICAL NAME ACE ARM ACER RUBRUM 'ARMSTRONG' BET HER BETULA NIGRA'HERITAGE' CAR CAR CARPINUS CAROLINIANA COR FLO CORNUS FLORIDA'CHEROKEE PRINCESS' GIN MAG GINKGO BILOBA 'MAGYAR PLA OCG PLATANUS OCCIDENTALIS CONCEPT PLANT SCHEDULE LANDSCAPE BEDS CAREX BICKNELLII / PRAIRIE SEDGE DRYOPTERIS INTERMEDIA / INTERMEDIATE WOODFERN FOTHERGILLA GARDENII / DWARF FOTHERGILLA IRIS CRISTATA /CREAM IRIS ITEA VIRGINICA 'LITTLE HENRY' TM / VIRGINIA SWEETSPIRE JUNCUS EFFUSUS / SOFT RUSH LOBELIA CARDINALIS / CARDINAL FLOWER PANICUM VIRGATUM I SWITCH GRASS MEADOW PLANTINGS SCALE 1"=10' 0 10' 20' E3 PU' ACPS Addition and Modernization Western Albemarle High School Science Labs 5941 Rockfish Gap Turnpike Crozet, VA 22932 Client Project Number VMDO Project Number 17-1232 p I,-" pF r J 'RANK W,HC III o. 14 y 12/04/17 {� Checked By F. HANCOCK Designed By F. HANCOC Drawn By B. DAVIS ISSUES AND REVISIONS NO. SUBMITTAL 1ST COUNTY SUBMISSION LANDSCAPE PLAN L1. 1 DATE 12.04.2017 PLANT KEY TREES BOTANICAL NAME ACE ARM ACER RUBRUM 'ARMSTRONG' BET HER BETULA NIGRA'HERITAGE' CAR CAR CARPINUS CAROLINIANA COR FLO CORNUS FLORIDA'CHEROKEE PRINCESS' GIN MAG GINKGO BILOBA'MAGYAR' PLA OCC PLATANUS OCCIDENTALIS CONCEPT PLANT SCHEDULE LANDSCAPE BEDS CAREX BICKNELLII / PRAIRIE SEDGE DRYOPTERIS INTERMEDIA / INTERMEDIATE WOODFERN FOTHERGILLA GARDENII / DWARF FOTHERGILLA IRIS CRISTATA / CREAM IRIS ITEA VIRGINICA 'LITTLE HENRY' TM / VIRGINIA SWEETSPIRE JUNCUS EFFUSUS / SOFT RUSH LOBELIA CARDINALIS / CARDINAL FLOWER PANICUM VIRGATUM / SWITCH GRASS MEADOW PLANTINGS SCALE 1"=10' 0 10' 20' LANDSCAPE PLAN L1.2 DATE 12.04.2017 FLOW THROUGH PLANTER DETAIL PLAN 1/4" = 1' - 0" NOTE: SEE CIVIL DRAWINGS FOR DRAINAGE BASIN DETAIL AND ELEVATION 1' ✓�Pp�R a 6" e . GUTTER a A ++++++++++++++++ + +++++++++++++++++ a}}++}+++++}+}+}+++++++}+++++++}+}++t +++++++++++++++++++++++ +++}+}+++}+++++}+++ a ++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + }++++++++++++++++++++++++++++++++ ++++++++++++++++++++++++++++++++ +++++++++++++++++++++++++++++++ a:a +++++++++++++++++++++++++++++++ a a 4: 4 S a .: SECTION ; .:�4.. 4, 'V Q A ♦. A 4. (114") ABOVE TOP OF RING Y FLOW THROUGH PLANTER SECTION 1"=1'-0" 4" CURB CONC. PAVING BEYOND SIDEWALK 4" LARGE RIVER STONE 18" BIORETENTION SOIL MEDIA 4" PEA GRAVEL 12" #57 WASHED STONE Ilk Ivx D C) t 22910-1 Is M Lblemarle County Pubhc Schools ACPS Addition and Modernization Western Albemarle High School Science Labs 5941 Rockfish Gap Turnpike Crozet, VA 22932 Client Project Number VMDO Project Number 17-1232 �:ALTH G �J �FANK W, H C C III o. 1L 12/04/17 U , C� PE ARG 3/16" THK. STEEL EDGING Checked By F. HANCOCK STEEL EDGING DISTANCE VARIES W/ 12" STAKES @ 24" OIC TURF REF. PLAN Designed By F. HANCOCK l i.k!I!;6'N�dF !.-d-.IIMJ ��1,,k11,iY!J"t l,!Grl,ilt.1 pl- iil,t'ail 11 ii#liii..iPl,ti1:,4Kl,I 1!41J;:11;1!4 t.& L;ti,l k 1; P;il V,J,R�ldi Drawn By B. DAVIS \� r I------ ROT-RESISTANT - LANDSCAPE FABRIC - TURN UP AT EDGES i STONE DUST PATH SECTION 1-1/2" = 1' - 0" 50 CM (19.7") 16,7 CM (6.6") 25 ( i : — j t i \ 2" COMPACTED STONE DUST PATH `--- 4" COMPACTED VDOT #21A STONE BASE COMPACTED SUBGRADE - 95% S.P.D. SPECIFICATIONS UNIT SIZE - 50 CM X 50 CM X 2.5 CM (20" X 20" X 1 ") AVAILABLE IN 9 STANDARD ROLL SIZES UNIT WEIGHT - 510 GRAMS (18 OZ.) OR 2.0 KG (4.5 POUNDS) STRENGTH - 402 KG/CM .,(5720 PSI) COLOR - BLACK (STANDARD) RESIN - HDPE (WITH SOME POST -CONSUMER RECYCLED CONTENT) PLAN GRASSPAVE2 SQUARES ADJACENT GRASSPAVE2 SQUARES SEE ENLARGEMENT BELOW HYDROGROW MIX BELOW RING SUPPLIED FREE BY MANUFACTURER RINGS FILLED WITH CONCRETE SAND (CLEAN, SHARP SAND) Z - COMPACTED SANDY GRAVEL ROAD BASE Z 95% MODIFIED PROCTOR DENSITY `> c 6 INCHES TO 12 INCHES a a (DEPTH OF BASE COURSE TO BE DETERMINED a BY ON-SITE ENGINEER) COMPACTED SUBGRADE, ENLARGEMENT NOTE: GRASS/PLANT TYPES SHALL BE SPECIFIED BY A LANDSCAPE ARCHITECT OR LANDSCAPE DESIGNER, NOT TO SCALE Invisible Structures, Inc. GPOET.OWG TYPICAL GRASS PAVE DETAIL NOT TO SCALE 1600 Jackson St., Ste. 310 GOLDEN, COLORADO 80401 800-233-1510 OR 303-233-8383 FAX: 800-233-1522 OR 303-233-8282 www.invisi biestructures.com rev. 10/05 ISSUES AND REVISIONS NO. SUBMITTAL 1ST COUNTY SUBMISSION DATE 12.04,2017 LANDSCAPE NOTES & DETAILS SECTION TOP OF GRASS ROOT MASS 6 MM (114") ABOVE TOP OF RING GRASSPAVE2 ATTACH WITH i ----------- --- -.- SNAP -FIT FASTENERS ROOT MASS TO FILL GRASSPAVE2 COMPACTED SANDY GRAVEL BASE COURSE ENLARGEMENT NOTE: GRASS/PLANT TYPES SHALL BE SPECIFIED BY A LANDSCAPE ARCHITECT OR LANDSCAPE DESIGNER, NOT TO SCALE Invisible Structures, Inc. GPOET.OWG TYPICAL GRASS PAVE DETAIL NOT TO SCALE 1600 Jackson St., Ste. 310 GOLDEN, COLORADO 80401 800-233-1510 OR 303-233-8383 FAX: 800-233-1522 OR 303-233-8282 www.invisi biestructures.com rev. 10/05 ISSUES AND REVISIONS NO. SUBMITTAL 1ST COUNTY SUBMISSION DATE 12.04,2017 LANDSCAPE NOTES & DETAILS GENERAL NOTES PRE -CONSTRUCTION • CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. + VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE LANDSCAPE ARCHITECT, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT (MATERIAL. • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS. • SOIL TESTS SHALL BE PERFORMED TO DETERMINE SOIL CHARACTER AND QUALITY. NECESSARY SOIL AMENDMENTS SHALL BE PERFORMED PER TEST RESULTS TO ENSURE PLANT HEALTH. CONSTRUCTION/INSTALLATION • LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI 260.1 "AMERICAN STANDARD FOR NURSERY STOCK" • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME. • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES. • CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. INSPECTIONS/GUARANTEE • UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR. • PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY. • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. 3— 2" x 2" HARDWOOD STAKES ROOT BALL 12 GAUGE GALVANIZED WIRE NEW 1/2" RUB 12 GAUGE GALVAN ALLOW FOR SLIGHT N 3 2x2 HARDW00 2'-6" MIN BELOW STAKE SHALL BE MIN. 18" OUT FR AND OUTSIDE OF SET ROOTBALL FLUSH TO 1-2" HIGHER IN SLOWLY SOILS. DO NOT COVER T THE ROOTBALL ROOTFLARE SHALL ABOVE FINISH PRUNE 4"x18" PEI CORRUGATED PLF CAP FLUSH W 1:1 SLOPE 01` PLAN SCARIFY SIDES BEFORE PLACE ROt UNEXCAVATED OR TAI MULTI -STEM TREE - STAKING SPECIFIED NOT TO SCALE HEIGHT VARIES WITH PLANTS 12" MIN. DO NOT PRUNE TERMINAL LEADER OR BRANCH TIPS REMOVE TAGS, LABELS AND PLASTIC SLEEVING DO NOT WRAP TRUNK PRUNE BROKEN BRANCHES 2-3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNK FLARE BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW—RELEASE GRANULAR FERTILIZER 6"SAUCER 1" COMPOST LAYER IF FIELD GROWN CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP % OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT EDGE OF BUILDING, WALK OR STRUCTURE VOIDS MULCH LINE PLANT UNDER DRIP LINE OF LIMBED UP SHRUBS & TREES TRIANGULAR INFILL SPACING PLANT PERIMETER AT INDICATED SPACING PLANT UP TO EDGE OF SHRUBS UNLESS OTHERWISE NOTED GROUNDCOVER/ PERENNIAL PLANTING NOT TO SCALE PLANT 2-3" MULCH LAYER 1" COMPOST LAYER AMENDED SOIL MIX PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME MINIMUM INSTALLED SIZE ROOT REMARKS ACE ARM 5 ACER RUBRUM 'ARMSTRONG' ARMSTRONG RED MAPLE 2.5" CAL. B&B BET HER 2 BETULA NIGRA'HERITAGE' HERITAGE RIVER BIRCH 2.5" CAL B&B 3-5 STEM ONLY CAR CAR 3 CARPINUS CAROLINIANA AMERICAN HORNBEAM 2.5" CAL B&B COR FLO 2 CORNUS FLORIDA CHEROKEE PRINCESS' CHEROKEE PRINCESS DOGWOOD 8'-10' HT. B&B GIN MAG 1 GINKGO BILOBA 'MAGYAR' MAGYAR GINKGO 2.5" CAL. B&B PLA OCC 4 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 2.5" CAL B&B INSTALL SHRUBS SO THAT THE TOP OF THE ROOTBALL IS AT THE SAME GRADE AS ORIGINALLY GROWN OR 1-2" ABOVE IN POOR DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL REMOVE ALL STRING, WIRE, AND BURLAP FROM TOP % OF BALL BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW—RELEASE GRANULAR FERTILIZER SCARIFY BOTTOM AND SIDES OF PIT NOT TO SCALE PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS—BRANCHES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK PRUNE SUCKERS IF FIELD GROWN, CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP % OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1:1 SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING 2-3" MULCH LAYER, KEEP AWAY FROM TRUNK 1" COMPOST LAYER Ott PROVIDE MULCH UP AND OVER i" SAUCER 6" SAUCER REMOVE CONTAINER. SCARIFY PERIMETER ROOTS DECIDUOUS TREE - STAKING SPECIFIED NOT TO SCALE 1 CROOT BALL i,)GAUGE GALVANIZED WIRE ��— 3-2"x2" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8'2"x2" HARDWOOD STAKE, 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL 2-3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNKFLARE SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE 6" SAUCER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW—RELEASE GRANULAR FERTILIZER 1" COMPOST LAYER PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. N M D C) VM fDC An, h,sc.. i' t .... T I M 'M` Oft N AS L7 0 R Uld' RUB ruft YOUR VISION A IIHI E ED T -'FtO $ OURS, ounty Public Schools ACPS Addition and Modernization Western Albemarle High School Science Labs 5941 Rockfish Gap Turnpike Crozet, VA 22932 Client Project Number VMDO Project Number 'ANK W, H� C III o. 14) 12/04/17 U PE ARS 17-1232 Checked By F. HANCOCK Designed By F. HANCOCK Drawn By B. DAVIS ISSUES AND REVISIONS NO. SUBMITTAL DATE IST COUNTY SUBMISSION 12.04.2017 L2.1