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HomeMy WebLinkAboutSDP201600019 Plan - Approved Major Amendment, Final Site Plan 2016-12-16B410 i fth IN i (I IT 11 MAJOR SITE PLAN AMENDMENT ��' 1 •111 • COUNTY OF ALBEMARLE, VIRGINIA 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: 90-35V PARCEL AREA: 6.772 ACRES LIMITS OF DISTURBANCE: 0.90 AC ZONING: L1, EC, MANAGED STEEP SLOPES REFER TO SHEET C0.1. PREVIOUS SITE PLANS: SDP00000411 MAGISTERIAL DISTRICT: SCOTTSVILLE SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP 2815 N AUGUSTA ST SUITE C STAUNTON, VA 24401 TELEPHONE: 540-885-0920 CONTACT: PAUL HUBER PAUL.HUBER@TlN4NAONS.COM SURVEY CONDUCTED: FEB 2016 DATUM: HORIZONTAL: VERTICAL: NAD83(NA2011) VIRGINIA STATE GRID SOUTH NAVD88 ESTABLISHED 'THROUGH LEICA SMARTNET BUILDING SETBACKS: FRONT: 1OFT FROM RIGHT -OF WAY SIDE ADJACENT TO LI: BASED ON BUILDING SEPARATION REQUIREMENTS PER THE MOST CURRENT EDITION OF THE BUILDING CODE SIDE ADJACENT TO NMD: 30FT REAR ADJACENT TO LI: BASED ON BUILD)INs_, SEPARATION REQUIREMENTS PER THE MOST CURREN 1 EDITION OF THE BUILDING CODE PARKING SETBACKS: FRONT: 1OFT FROM RIGHT -OF WAY SIDE ADJACENT TO LI: OFT SIDE ADJACENT TO NMD: 30FT REAR ADJACENT TO LI: OFT A 30' UNDISTURBED BUFFER IS REQUIRED TO BE MAINTAINED ADJACENT TO ANY DISTRICT OTHER THAN COMMERCIAL OR INDUSTRIAL. IF THE EXISTING VEGETATION ALONG THE ENTRANCE CORRIDOR (RT 20) IS MODIFIED OR REMOVED IN ANYWAY. ADDITIONAL PARKING LOT SCREENING MAY BE REQUIRED. BUILDING HEIGHT: 32' BUILDING SQUARE FOOTAGE: 11,600 SF BUILDING FOOTPRINT: 8,650 SF PROPOSED USES: SIGN SALE & FABRICATION TOTAL IMPERVIOUS AREA (WITHIN PROJECT LIMITS): 0.45 ACRES KNOX BOX REQUIRED, CONTACT ALBEMARLE COUNTY FIRE MARSHAL OFFICE FOR LOCATION, WETLAND IMPACTS: NONE UTILITIES: PRIVATE ON SITE WELL AND SEPTIC SYSTEM DRAINAGE DISTRICT: COW BRANCH PARKING REQUIRED: 32 EMPLOYEES X 1 SPACEJEMPLOYEE + 10)00 SF (OPEN TO THE PUBLIC) X 1 SPACE/500 SF = 34 SPACES* *BASED ON PRODUCTION, PROCESSING, TESTING, REPAIRING, (OR SERVICING MATERIALS, GOODS OR PRODUCTS. PARKING PROVIDED: 34 SPACES ADA PARKING REQUIRED: 2 SPACES (PER ADA GUIDELINES, IF A FACILITY HAS 26-50 SPACES, 2 ADA SPACES ARE REQUIRED 1 OF WHICH MUST BE VAN ACCESSIBLE) ADA PARKING PROVIDED: 2 SPACES (1 REGULAR, 1 VAN ACCESSIBLE) THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100 -YR FLOODPLAIN. PRIOR TO ZONING CLEARANCE A CERTIFIED ENGINEERS REPORT FOR EACH PROPOSED INDUSTRIAL USE SHALL BE SUBMITTED AND APPROVED. LAND USE ITE CODE AMOUNT UNITS WEEKDAY COVER AM PEAK HOUR PM PEAK HOUR ADT IN OUT TOTAL IN OUT TOTAL NOTES & DETAILS C2.0 EXISTING CONDITIONS & DEMOLITION PLAN General L)Oht Industrial 210 32 E,-nployees 97 12 2 14 3 11 13 HIGH DENSITY POL Y -ETHYL ENE PPE EXISTING TELECOM PEDESTAL C4.0 3/21/2016 VICINITY MAP SCALE: 1" = 21000' OWNER: RO NAYN E LLC 1144 E. MARKET ST CHARLOTTESVILLE, VA 22902 CONTACT: TJ RONAYNE EMAIL: TRONAYNE@GROPEN.COM ENGINEEROF RECORD: TIMMONS GROUP 919 2ND STREET, S.E. CHARLOTTESVILLE, VA 22902 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: (434) 327-1688 Sheet List Table Sheet dumber Sheet Title CO.0 COVER C0.1 OVERALL PLAN C1.0 NOTES & DETAILS C2.0 EXISTING CONDITIONS & DEMOLITION PLAN TERRA COTTA PIPE POLY -VINYL CHLORIDE PIPE HIGH DENSITY POL Y -ETHYL ENE PPE EXISTING TELECOM PEDESTAL C4.0 LAYOUT PLAN C5.0 GRADING PLAN RITAN E1.0 PHOTOMETRIC PLAN L1.00 PLANTING PLAN LI A O CONSERVATION PLAN L1.20 TREE REQUIREMENT DIAGRAM TOTAL: 10 SHEETS LEGEND PROPOSED STORM PIPE & STRUCTURE NO. 10 PROPOSED STORM STRUCTURE (SHAPE VARIES BASED ON of TYPE) & STRUCTURE NO. — — — — — — EXISTING WELL HEAD a EXISTING STORM DRAINAGE MANHOLE (MHD) " j EXISTING STORM INLET W/GRA TE =: < EXISTING FLARED -END SECTION (FES) q C; ' REINFORCED CONCRETE PIPE TERRA COTTA PIPE POLY -VINYL CHLORIDE PIPE HIGH DENSITY POL Y -ETHYL ENE PPE EXISTING TELECOM PEDESTAL EXISTING CABLE PEDESTAL F EXISTING UTILITYPOLE EXISTING LIGHT POLE EXISTING GUYANCHOR ...... _.......... __.. EXISTING OVERHEAD POWER UTILITY EXISTING FENCE -- --- --rix ------ EXISTING CEN TERLINE SWALE/DITCH _._._.-.-------- ------- .............Y...._.............,...._._.._._.... __.... EXISTING EDGE OF PAVEMENT (EP) ;;, .,..._... _......... _._ .. _. EXISTING WATER LINE EXISTING SANITARYLINE r .:r EXISTING DECIDUOUS TREE (DEC) OR AS NOTED EXISTING CONIFEROUS TREE OR AS NOTED OH ROOF OVERHANG EDGE OF GRAVEL SIDEWALK EXISTING SIGN PROPERTY CORNER FOUND (AS NOTED) EXISTING STORM PIPE SAN -p►— PROPOSED SANITARY LINE W PROPOSED WATERLINE TP PROPOSED TREE PROTECTION FENCING 00 PROPOSED STORM PIPE & STRUCTURE NO. 10 PROPOSED STORM STRUCTURE (SHAPE VARIES BASED ON of TYPE) & STRUCTURE NO. — — — — — — PROPOSED ROOFLEADER — ---- 200 — — — EXISTING CONTOUR 200 PROPOSED CONTOUR .,--240.50 PROPOSED SPOT ELEVATION TC = TOP OF CURB TW = TOP OF WALL BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS APPROX. = APPROXIMATE 'ARTNT OF E 0 N� a oc)�E NE W N, � LL aUj oo a- M L Q1 UIU Uc1 ZE"�dM- oU,Q �a) �� a - w Lo 0 _ O a LU w U z O ZD O .5pp 2416_ l I z O d U U) W z LU O ti ti W W W W O O O O wWww Q_ a n 4. 0000 W W W W cc cC Q� Q� 0 0 ko 0 Uj M � n Q 0000 DATE 03-21-2016 DRAWN BY J. WILSON DESIGNED BY J. WILSON CHECKED BY C. 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N > n '1 YL ®� L.Li >a N U LL , '- (D > N O O U a) O 11) z U t 0 U a) V) O CL H Q I I 6 O z (1) N O -0 LLj H ! 11' r/ z ,�/y/( O _ C6 co LL __j in J�/ � 1 m L Q LL z LU co _j < O 2 0L �q N I. ��r7iis > N o:E 0 & L.L. = = - U) '1 YL ®� L.Li >a Q) O Fm , '- ry oU) N O O U -z a)0 2 z U 02 r - - U O -0r- C OJ co N I 0.O xy LLj 0 3 Z N 2E ,an) 2E Lx � v m �q N I. ��r7iis > N o:E 0 (n o O 7 uj Q) '§ 2'§, Q� �q N I. ��r7iis > N xN U r (n o O V ; V) Fm , '- z O N O O U E: -_a SHEET N0. J ra U o c� - _0g m JOB NO. (n o 7 %U � 1 ! m Vo O U ,0 SHEET N0. 2 o ca i - E GENERAL NOTES 12" MINa, 141 AO -em }''� EXISTING PAVEMENT PROPOSED PAVEMENT 1 1.5"DIA GALV. (TYP.) I j",, `- `_ x 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND 4 21 STANDARDS. RAIL (TYP.) o- SAWCUT THROUGH MATCH EX. CROSS EX. SURFACE w r 2. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE U SLOPE UNLESS OTHERWISE i r,,-a•�n X COURSE w SPECIFIED ON PLANS AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION 2'-10" w &REMOVE I �HNu £i4320/1,e2150' WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). EXP. (TYP.) PAVEMENT PROPOSED 2'MIN\ /1 2'-10" JOINT . 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. SURFACE 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, 12" MIN FINISHED 2" ± COURSE GRADE WATERLINES, ETC, PRIOR TO CONSTRUCTION. (TYP.) 12" 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE EXISTING CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S (TYP.) PAVEMENT REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 118" o 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. WASH MILL EX. 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 112" R SURFACE COURSE o 0 SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. (MAX.) - - rn E 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION V-4" SAWCUT EX. BASE COURSE � E AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. �g� ° ° 5 EDGE OF PAVEMENT AGGR. BASE r w 10. ALL CONCRETE SHALL BE A3 -AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. FIGRADE U. a� 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. EXP. ° ° CONCRETE p LL. ry JOINT NOTE: PROPOSED PAVEMENT MUST TIE uJ 0 � m 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER #3 REBAR (12" O.C.) IN WITH EXISTING PAVEMENT Q UJ Zco PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, 1/8' WASH fl o ,°, o Sri O WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 5" # 57 STONE �, ca a s 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO $„ d STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN, IF THERE APPEARS TO BE # PAVEMENT REPLACEMENT JOINT DETAIL � x u A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE a ;$ & - - 0 OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE 9° a No Scale ,z �'� T1 -0' (2) #5 REBARS, BOTTOM CONTINUOUS, DEVELOPMENT. LAP 2'-2" AT SPLICES 1 „ U ' O 3" R= /4 CONTROL JOINT SPACED = aLn 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) +- Ln V) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS INCLUDING SERVICE LATERALS AND SLEEVES SHALL BE COMPLETED PRIOR TO THE PLACEMENT "-- NOTES: AT WIDTH OF WALK rn OF AGGREGATE BASE COURSE. ( ) 1, 4„ COMPACTED SUBGRADE � •` ;� � � � 1. FINE BROOM FINISH ALL STAIRS. $1 I,,, I,., 2. RAIL ON BOTH SIDES OF STEPS (IF NOTED) 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED 3. SEE PLAN FOR RISER HEIGHT., ° EXPANSION JOINT AT MAX OF 30 ,WITH www w NECESSARY. /a I- z z z 1 14 PREMOLDED EXPANSION FILLER 17. 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 EXTERIOR STAIRS COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). No Scale aw a Qw a 18. 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. m: u1 un V) to 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS CONC. WALK (D Lu Lu wj W PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 0 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIREDI�- FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE 6' LENGTH � °°° 0 ID t0 � � BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 0.5' FROM FIC ° a < ° a ... . Lu 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES 5 ° 8 ° ¢ PRIOR TO STATE ACCEPTANCE. (N/A) 4:cU 0 0 0 0 o o Q 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. - 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE c �\ \ \ \ \� \ \� \ \ \ ,\ \ \ \ \� \ \ �\ �\ \ \ \ WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 9//�/�/�/�/�/�/�//�/�\/�/�./�/�// ///; /\ �, DATE 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATI'v/E FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE 5 > ANCHOR WITH /$ REBAR �o �p c9 cp �o cp o OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINEDI RIGHT OF WAY. N/A COMPACTED SUBGRADE 4" 21-8 STONE 0 03-21-2016 ( ) IMBEDDED 24" IN GROUND; � � � 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE 2 PER WHEEL STOP/ OF ROAD. (N/A) /i\\�/\\ \ \i/- \\�/\�i/\\i/\i/\�/\�/ CONCRETE SIDEWALK JOINT DETAIL DRAWN BY 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM i / //// // // No Scale 1. WILSON SLOPE OF 0.004 ft./ft. 27. 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 DESIGNED BY ON EACH SIDE OF THE INLET. (N/A) VARIABLE WIDTH' 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND �RECAST CONCRETE WHEEL STOP NON -'SLIP BROOM FINISH MAX. CROSS SLOPE 2% J. WILSON 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 R(DADS. Scale \ \ \ \ ° CHECKED BY 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2006 UNIFORM STATEWIDE //\\/�/\/��\///\ ° °\� C. KOTARSKI BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI Al 17.1-03. RESERVED REQ 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT.\ �/ SCALE 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. PAJiKMVG/� NA \//\ 4" 3,000 PSI AIR -ENTRAINED 32. 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 CONCRETE ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES COMPACTED SUBGRADE 4" TYPE 21B STONE COVER °` 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE MATY� DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS 0-00FI E W-$NORE NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. AWAY ZUE, TOW AWAYZORE) ACCORDANCE WITH VDOT STANDARDS. 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 TH!E APPROVED EROSION CONTROL PLAN AND MUST BE VAN INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. -7 6' ABOVE ACCE996LE 6' ABOVE CONCRETE SIDEWALK PAVEMENT SECTION 1--� 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. FINISHED FINISHED No Scale ` 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE GRADE GRADE ` 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. SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR U 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING { 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) EXPANSION JOINT WITH 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARFOR THE CONSTRUCTION INDUSTRY (29 CFR PART WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL PREMOLDED EXPANSION STANDARDS 1/4" SEALANT 1926). BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE. FILLER, "ZIP STRIP" OR NON -SLIP BROOM FINISH EQUIV., SEAL WITH SILICONE SEALANWWF 6x6 W2.9xW2.9 T \ 2 BLASTING MOTES VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN BORDER & 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, ° ° 10" 3,000 PSI AIR ENTRAINED PORTLAND <( WHITE BACKGROUND. ° ° CEMENT CONCRETE Z ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES H ' o 0 0 o a o 0 6" TYPE 21A STONE COVER 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 PARKING SIGNS FOR THE DISABLED �� > APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. No Scale 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. �� \ j\�\�\� �j\\j\'--- COMPACTED SUBGRADE (CBR 11.2) c 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS <� A Q NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. �.i.. LU u Lu DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS 2! 0 < O CONCRETE BUMPER BLOCKIHEAVY DUTY CONCRETE SECTION o ANCHOR WITH 5/8" REBAR '- IMBEDDED 24" IN GROUND tido Scale f � 4„ HANDICAP SIGN 3 TOP OF CURB R=2" HANDICAP SIGN LOCATION (VAN) 1'� C J LOCATION (TYP.) v \\X\\�\\�° a TOP OF CURB 6" ��\\\ uj a SURFACE EOP FACE OF PAINTEDCURB 18 \\,X \\\ ° ° SURFACE 12"\��\�� q BASE PER 2°1° MAX. 1$ 18'4„ \// X / ° � ° BASE \\ - - y .-4„ SP OC i PAINTED s \X�\Xj�� ° X/ STRIPE ° a STRIPE VDOT A-3 CONCRETE - 9, (TYPICAL) 1.5 ASPHALTIC CONCRETE SURFACE Li ; COURSE - SM -9.5A 1.• 2.5" INTERMEDIATE BASE COURSE - BM25.0 8" TYPE 21-B AGGREGATE SUBBASE COURSE 8' 5 8 8' $ �I I - O SUBBASE,\//�����\\;���;��\;!�\;���;\�\;���' DOT A-3 CONCRETE HANDICAP SPACES REGULAR SPACE TYPICAL VAN V -I L� ACCESSIBLE ACCESSIBLE o- o o p_ SUBBASE COMPACTED SUBGRADE CONTINUE 21B STONE BASE FROM ADJACENT PAVEMENT CONTINUE 21 B STONE BASE SECTION UNDER CURB ' FROM ADJACENT PAVEMENT JOB NO. 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(absolute) Luminaire Lumens 1584 Downward Total Efficiency N.A. Total Luminaire Efficiency N.A. Luminaires Efficacy Raiing (LER) 61 Antal Luminaire Watts 26 Ballast Factor 1,00 Upward Waste Light Ratio 0,00 Max. Cd. 697.1 (300ti, 57.5V) Max. Co. (.<90 Vert.) 697.1 (300t I, 57.5V) Max. Cd. (At 90 Deg, Vert.) 7,5 (0"5%Lurn) Max. Cd. (80 to <90 Deg. Vert,) 181 (11.4 %Lunt) CutofiPClassificat on (deprecated) N,A. (absolute) Lam. Classification System (LCS) Uplight DATE s Lumens °l Lamp r FL (0-30) 189.0 N.A. " 1 583.7 N.A, 36.9 FH (60-80) %J N,A, 24,4 FVH(80-90) 1 N.A. 2,1 BL (0-30) 90,4 I 5.7 BM (30-60) 204.5 Lam. Classification System (LCS) Uplight DATE LCS done Lumens °l Lamp °I Lural FL (0-30) 189.0 N.A. 11,9 FM (30-60) 583.7 N.A, 36.9 FH (60-80) 386.0 N,A, 24,4 FVH(80-90) 3113 N.A. 2,1 BL (0-30) 90,4 N,A, 5.7 BM (30-60) 204.5 N.A. 12.9 BH (60-80) 90,9 N.A. 5.7 BVH(80-90) 4.8 N.A. 0.3 IJL (90=100) 0.0 N.A. 0.0 UH {100-180) O,0 N.A: 0.0 _ Total 1563,1 N,A, 100"0 BLDG Elating B0 -U0 -G1 Luminaire Lumens Uplight DATE 584 433 O v 7811 146-. :100 90� -, as 1 `90 vi N ® O 80 DRAWN BY 31+ f f 6060 i. O DESIGNED BY Back 0 Front Mounting Height = 10 ft. Grid Spacing = 10 it, In the interest of product improvement, BEGA reserves the right to make technical changes without notice_______ _ __ _ BEGA 1000 Bega Way, Carpinteria, CA 93013 (805)684-0533 Fax ($05)566-9474 wvvw.beg,3-us.com O Copyright BEGA-US 2014 10/30/14 {.y� 6" EVO OLJ Jams, iDownlight Solid -State Lighting C0I'sieitrutton Gurue (3lstatbtitiot beta '' Clutyjtit D.r _,. llzatnob Nltmti41 ,n e Si gle. 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E.S. 0 v.1 �V 6.t1 0,0 G} o [) 3,8 2.1 05 i3"n r.> ).1 G.a -,1), -1 1.2 2,8 3.1 1,3 1,9 i),5 00 1 4 >0.4 C). 1 0A 'u".1 0.:3 1.0 a. f' w6 � � lir-; '3"1 i.€ '0,'2 {;.4 1.3 :i.3 3.3 1A a5 ii.? 0.1 '0M 0.0 tk.ii 'tin ti L 0 r f1 } 3 ` 7.0 l.3 1 u.0 0 0.1 4,2 0.8 a 2,1 ti,, 4.2 43.1' }.1 540-1 rt. `2 0.B ,"0"0... 0.2 lJ.1 L 1 0.0 0.47 0 40 0.0 C1<:; 0 4.0 2 0,0 0,1 i;,1 0.4 <1.Ta :.E ).; O.'0 0,0 :"1<.1 0 t11 "..G.' 0.0 "0.0 Oi Lt,O 0.4 3^10 J.tJ 1.3 0, i f° EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INTIAL LUMENS SHALL BE FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHEILDED ti TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM PROPOSED LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESISDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF FOOT-CANDLE E DATE CLo O v 03-21-2016 O vi N ® O } DRAWN BY J. WILSON O DESIGNED BY J. WILSON N � CHECKED BY C. KOTARSKI W N v SCALE N Q) N/A LU v 0 ro G( L6 O U. g c ro Ld � ® a � M o o a. 00 z t• -t Z � � o 1--� d- ..i O Lt') W Fi I- C)) k ­t c > N i"' .c >co , U I � U re o 0 Q 5c `o U) LL W C) D s i N 0 Q Q LL.�a 0 z0 oU) o_ U) Ln ,0 0 % Z F Lri U) o r U - 7 F- o � o ro ro o V a- ::) 0 01-- 2 L41 uJ L41 L J Z LU Z � v � Q Ooc x C) o is O � O O � O O c si > 2 3 m � WW Qa W CL. W 4- 0 ® Q Q Q Q _ W V) W V) W L1J � ro o - ti e) ® ALJ 1.14mow/ N o w .- W 7 7�/'�) 3 9J 6./ ro U cN 7 l SHEET N0. El, o =o U a o S J -- W %D 1D 1`0 10 W M n W Q Q 0 0 0 Z O C DATE CLo 03-21-2016 O } DRAWN BY J. WILSON DESIGNED BY J. WILSON tU CHECKED BY C. KOTARSKI SCALE N Q) N/A v 0 ro C CLo r= tU N 3 U N Q) v 0 ro O 0 O Q 7 g c ro o o t• -t Z � � o 1--� � c .c >co , � U re o LL 5c `o LJ.J co D s i N 0 Q LL.�a 0 z0 oU) o_ U) % Z o r U - 7 F- o � o ro ro o V a- ::) 0 01-- 2 Z Z � v � Q Ooc x o is � O O � CL c si > 2 3 m x � � U Y�irr I rot �N r° o o � (U O a � ro o - a 1 -O.F= -15 _Zi5.9 JOB NO. N o w .- 7 7�/'�) 3 9J 6./ ro U cN 7 l SHEET N0. El, o =o U a o I VIP"\L I iiY L-/JIIL!"\I\L!-\ VJLL/ I VI\ I nl\I\!i V\J 1-\1 VL./ YL! II\,,,.V L! -\I\ �,,.II\�,..V L!'�1!\JIV IJ 102,316,5. 5% IS EQUAL TO 5,115.8 SF OF LANDSCAPED AREA, AND IS MET THROUGH THE HATCHED AREAS SHOWN ON THE PLAN (5,164 SF). EXI ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE LOT MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. FUTURE LANDSCAPE DEVELOPMENT ALONG THE ENTRANCE CORRIDOR WILL BE REQUIRED TO MEET THE ENTRANCE CORRIDOR GUIDELINES. r. IN THE EVENT THAT EXISTING AND/OR PROPOSED PLANTINGS BETWEEN THE \ PARKING LOTS AND THE ENTRANCE CORRIDOR ARE REMOVED IN THE FUTURE, SCREEN PLANTINGS WILL BE IMPLEMENTED CONSISTENT WITH THE ALBEMARLE COUNTY ENTRANCE CORRIDOR DESIGN GUIDELINES. TPZ TO BE INSTALLED ACCORDING TO NOTES \ L (1) JUNIP VIRGINIA t \. ,NA ,NA J (1) JUNIPERUS VIRGINIIANA — (2) JUNIPERUS VIRGINIANA —� (1) JUNIPERUS VIRGINIANA (3) JUNIPERUS VIRGINIANA V� / _ �, �, -� EXISTING STRUCTURE STING PARKING ISTI I (1 1) ACER RUBRUM TO BE RE -STRIPED/ ' ` L BE I 'ARMSTRONG' ` HATCH TYP. OF PARKING LOT AREA CALCULATIONS 4 MAGNOLIA VIRGINIANA ,� NATIVE SEDGES, D O GRASSES, AND EXISTING VOLUNTEER D (19) PRUNUS LAUROCERASUS 'OTTO LUYKEN' , / • PERENNIALSJ� f /J TO REMAIN r (13) V RNUM D�RYOPTERIS ERYTHROSORA %+ DENTATU UNDERPLANTED WITH PROPOSED STRUCTURE r , / HATCH TYP. OF PARKING EX. HOLLIES \ SPRING BULBS1 / "'' • J'� LOT AREA CALCULATIONS BE REMOVED, PAVED COURTYARD j TYP. OF 11 / / EX. 8'' CHERRY `' r 13 GINKGO BILOBA EX TING PARKING I 'PRINCETON SENTRY' T TO BE RE -STRIP EX. 30 MAGNOLI -- NIS., (10) FOTHERGILLA (5) MELANCHIER ARBOREA GARDENII EX. 8 DOGWOOD \ • --- / �j,/ , / , _ LAWN SEEDING ERUS TPZ NA / LIMITS OF DISTURBANCE -_ _ — _ _ \ + + (CLEARING + GRADING) , v + + + _ + + + + +, // EXISTING 5", 7'', 10 + + + + + -+- _- + + + +� '+ 1,; + ; ' i:= / TPL. ACER SP. EXISTING P KIN / LOT TO BE �-STR ED / + +, + + + ++ - + +..-- \ + + ',+ + i +, /+, / / + + + + + + + + + LIMITS OF DISTURBANCE + +- + +, +r '+f +f + + + , + + + + + + �+ + (CLEARING + GRADING) _ + Fi I+ b/ + /+ + TPZ ' HATCH TYP. OF PARKING + + + + +- + + ++_++ +_+ -++ +/LOT AREA CALCULATIONS + + + + EXISTING 14" DBL. . + A + + CATALPA SPECIOSA + + +-+ +6 PLATANUS + +_ f X ACERIFOLIA +/ + + +- +__+- + + +, +/ + +(3� Jgt4IP S VIRGINIANA 2.5" CAL. / ' + + +-+ i +_ -+ �' + +, ' +�5) PL+PST NUS X ACERIFOLIA + + - + + + ... -+ + + + + + + + + . + + +'� -+ - + + + -� -- -+Z + +1 + + + - \ - - 4 JUNIPERUS VIRGINIANA + + /+ + MfAp�W PL+/�N`TIN' + + + + `+ + + + + +�+ + +TYP+ Of HATCHED AREA + + + + + + + + + +, + + + + + + + + + + ++ + + + +1 + + + + +, + + + (2) JUNIPERUS VIRGINIANA +. + + NJ VI,BtlFNQM+ + + + + + '+ + + -2 DENTA4fUM + + +, + + + + + + + V (7) PLATANUS X ACERIFOL IA + + HATCH TYP. OF PARKING + + + + + + + + + \ / / 2.5" CAL. �� LOT AREA CALCULATIONS + + + + + + + +i i (36) MYRICA CERIFERA ' += ++++ ++++++++ Q / (1) JUNIPERUS VIRGINIANA 7 -_ 30BUFFER HATCH TYP. OF PARKING LOT AREA CALCULATIONS 1 ' �' ' - EXISTING 26'' MAGNOLIA EXISTING 12'' WALNUT TPZ EX. 9" TPL. HOLL I EX. 9" TPL. HOLD EX. 10" TPL. HOL i ` v EX. 10 TPL. HOttY� EX. 8 HOLT EX. 10" TPL. HOLLY EX. 8" HOL1,r` , EX. 10" TPL. HOLLY EX. 8'' TPL. HOLLY .-� ` ` ` — - i N 0 10 20 40 EX. 10'' TPL. HOLLY PLANT SCHEDULE CANOPY CALCULATIONS. CITY., Symbol Scientific Name Common Name Size Condition Spacing Comments SF/PLANT SF/TOTAL r a t e r s t re e I \ I Frees L� landscape architecture I erwneerm x 11 AR lacer rubrum 'Armstrong' Red Maple 2.5" cal. B&B Specimen 53 583 5 AA Amelanchier ai-borea Downy Serviceberry 19 HT. B&B 8.50.C. !Single. Trunk, Matched Specimen 181 905 13 G8 Ginkgo Mica# cr 'Prtnce#ort Sentry Ginkgo 12' HT. B&B as shown Single Trunk, Matched Specimen 14 182 20 JV Juniperus virginiana Eastern Red. Cedar 8' HT. B&B Single leader, full to ground 16 320 r 4 MV Magnolia virginiona Sweet Bay Magnolia 8' HT. B&B Matoned Specimen 113 452 I VIP"\L I iiY L-/JIIL!"\I\L!-\ VJLL/ I VI\ I nl\I\!i V\J 1-\1 VL./ YL! II\,,,.V L! -\I\ �,,.II\�,..V L!'�1!\JIV IJ 102,316,5. 5% IS EQUAL TO 5,115.8 SF OF LANDSCAPED AREA, AND IS MET THROUGH THE HATCHED AREAS SHOWN ON THE PLAN (5,164 SF). EXI ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE LOT MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. FUTURE LANDSCAPE DEVELOPMENT ALONG THE ENTRANCE CORRIDOR WILL BE REQUIRED TO MEET THE ENTRANCE CORRIDOR GUIDELINES. r. IN THE EVENT THAT EXISTING AND/OR PROPOSED PLANTINGS BETWEEN THE \ PARKING LOTS AND THE ENTRANCE CORRIDOR ARE REMOVED IN THE FUTURE, SCREEN PLANTINGS WILL BE IMPLEMENTED CONSISTENT WITH THE ALBEMARLE COUNTY ENTRANCE CORRIDOR DESIGN GUIDELINES. TPZ TO BE INSTALLED ACCORDING TO NOTES \ L (1) JUNIP VIRGINIA t \. ,NA ,NA J (1) JUNIPERUS VIRGINIIANA — (2) JUNIPERUS VIRGINIANA —� (1) JUNIPERUS VIRGINIANA (3) JUNIPERUS VIRGINIANA V� / _ �, �, -� EXISTING STRUCTURE STING PARKING ISTI I (1 1) ACER RUBRUM TO BE RE -STRIPED/ ' ` L BE I 'ARMSTRONG' ` HATCH TYP. OF PARKING LOT AREA CALCULATIONS 4 MAGNOLIA VIRGINIANA ,� NATIVE SEDGES, D O GRASSES, AND EXISTING VOLUNTEER D (19) PRUNUS LAUROCERASUS 'OTTO LUYKEN' , / • PERENNIALSJ� f /J TO REMAIN r (13) V RNUM D�RYOPTERIS ERYTHROSORA %+ DENTATU UNDERPLANTED WITH PROPOSED STRUCTURE r , / HATCH TYP. OF PARKING EX. HOLLIES \ SPRING BULBS1 / "'' • J'� LOT AREA CALCULATIONS BE REMOVED, PAVED COURTYARD j TYP. OF 11 / / EX. 8'' CHERRY `' r 13 GINKGO BILOBA EX TING PARKING I 'PRINCETON SENTRY' T TO BE RE -STRIP EX. 30 MAGNOLI -- NIS., (10) FOTHERGILLA (5) MELANCHIER ARBOREA GARDENII EX. 8 DOGWOOD \ • --- / �j,/ , / , _ LAWN SEEDING ERUS TPZ NA / LIMITS OF DISTURBANCE -_ _ — _ _ \ + + (CLEARING + GRADING) , v + + + _ + + + + +, // EXISTING 5", 7'', 10 + + + + + -+- _- + + + +� '+ 1,; + ; ' i:= / TPL. ACER SP. EXISTING P KIN / LOT TO BE �-STR ED / + +, + + + ++ - + +..-- \ + + ',+ + i +, /+, / / + + + + + + + + + LIMITS OF DISTURBANCE + +- + +, +r '+f +f + + + , + + + + + + �+ + (CLEARING + GRADING) _ + Fi I+ b/ + /+ + TPZ ' HATCH TYP. OF PARKING + + + + +- + + ++_++ +_+ -++ +/LOT AREA CALCULATIONS + + + + EXISTING 14" DBL. . + A + + CATALPA SPECIOSA + + +-+ +6 PLATANUS + +_ f X ACERIFOLIA +/ + + +- +__+- + + +, +/ + +(3� Jgt4IP S VIRGINIANA 2.5" CAL. / ' + + +-+ i +_ -+ �' + +, ' +�5) PL+PST NUS X ACERIFOLIA + + - + + + ... -+ + + + + + + + + . + + +'� -+ - + + + -� -- -+Z + +1 + + + - \ - - 4 JUNIPERUS VIRGINIANA + + /+ + MfAp�W PL+/�N`TIN' + + + + `+ + + + + +�+ + +TYP+ Of HATCHED AREA + + + + + + + + + +, + + + + + + + + + + ++ + + + +1 + + + + +, + + + (2) JUNIPERUS VIRGINIANA +. + + NJ VI,BtlFNQM+ + + + + + '+ + + -2 DENTA4fUM + + +, + + + + + + + V (7) PLATANUS X ACERIFOL IA + + HATCH TYP. OF PARKING + + + + + + + + + \ / / 2.5" CAL. �� LOT AREA CALCULATIONS + + + + + + + +i i (36) MYRICA CERIFERA ' += ++++ ++++++++ Q / (1) JUNIPERUS VIRGINIANA 7 -_ 30BUFFER HATCH TYP. OF PARKING LOT AREA CALCULATIONS 1 ' �' ' - EXISTING 26'' MAGNOLIA EXISTING 12'' WALNUT TPZ EX. 9" TPL. HOLL I EX. 9" TPL. HOLD EX. 10" TPL. HOL i ` v EX. 10 TPL. HOttY� EX. 8 HOLT EX. 10" TPL. HOLLY EX. 8" HOL1,r` , EX. 10" TPL. HOLLY EX. 8'' TPL. HOLLY .-� ` ` ` — - i N 0 10 20 40 EX. 10'' TPL. HOLLY I 1} fw l r a t e r s t re e I \ I L� landscape architecture I erwneerm civil 41S E j` aair? SLreCet ,i�r�.2t'-i7.t}1/% L`i:ir!C)`tP`;lr'i�`�', �il'.22')02 EXISTING QUINT 12" ,---- - \ Q11 \iD A � P1 1: F- I > I VIP"\L I iiY L-/JIIL!"\I\L!-\ VJLL/ I VI\ I nl\I\!i V\J 1-\1 VL./ YL! II\,,,.V L! -\I\ �,,.II\�,..V L!'�1!\JIV IJ 102,316,5. 5% IS EQUAL TO 5,115.8 SF OF LANDSCAPED AREA, AND IS MET THROUGH THE HATCHED AREAS SHOWN ON THE PLAN (5,164 SF). EXI ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE LOT MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. FUTURE LANDSCAPE DEVELOPMENT ALONG THE ENTRANCE CORRIDOR WILL BE REQUIRED TO MEET THE ENTRANCE CORRIDOR GUIDELINES. r. IN THE EVENT THAT EXISTING AND/OR PROPOSED PLANTINGS BETWEEN THE \ PARKING LOTS AND THE ENTRANCE CORRIDOR ARE REMOVED IN THE FUTURE, SCREEN PLANTINGS WILL BE IMPLEMENTED CONSISTENT WITH THE ALBEMARLE COUNTY ENTRANCE CORRIDOR DESIGN GUIDELINES. TPZ TO BE INSTALLED ACCORDING TO NOTES \ L (1) JUNIP VIRGINIA t \. ,NA ,NA J (1) JUNIPERUS VIRGINIIANA — (2) JUNIPERUS VIRGINIANA —� (1) JUNIPERUS VIRGINIANA (3) JUNIPERUS VIRGINIANA V� / _ �, �, -� EXISTING STRUCTURE STING PARKING ISTI I (1 1) ACER RUBRUM TO BE RE -STRIPED/ ' ` L BE I 'ARMSTRONG' ` HATCH TYP. OF PARKING LOT AREA CALCULATIONS 4 MAGNOLIA VIRGINIANA ,� NATIVE SEDGES, D O GRASSES, AND EXISTING VOLUNTEER D (19) PRUNUS LAUROCERASUS 'OTTO LUYKEN' , / • PERENNIALSJ� f /J TO REMAIN r (13) V RNUM D�RYOPTERIS ERYTHROSORA %+ DENTATU UNDERPLANTED WITH PROPOSED STRUCTURE r , / HATCH TYP. OF PARKING EX. HOLLIES \ SPRING BULBS1 / "'' • J'� LOT AREA CALCULATIONS BE REMOVED, PAVED COURTYARD j TYP. OF 11 / / EX. 8'' CHERRY `' r 13 GINKGO BILOBA EX TING PARKING I 'PRINCETON SENTRY' T TO BE RE -STRIP EX. 30 MAGNOLI -- NIS., (10) FOTHERGILLA (5) MELANCHIER ARBOREA GARDENII EX. 8 DOGWOOD \ • --- / �j,/ , / , _ LAWN SEEDING ERUS TPZ NA / LIMITS OF DISTURBANCE -_ _ — _ _ \ + + (CLEARING + GRADING) , v + + + _ + + + + +, // EXISTING 5", 7'', 10 + + + + + -+- _- + + + +� '+ 1,; + ; ' i:= / TPL. ACER SP. EXISTING P KIN / LOT TO BE �-STR ED / + +, + + + ++ - + +..-- \ + + ',+ + i +, /+, / / + + + + + + + + + LIMITS OF DISTURBANCE + +- + +, +r '+f +f + + + , + + + + + + �+ + (CLEARING + GRADING) _ + Fi I+ b/ + /+ + TPZ ' HATCH TYP. OF PARKING + + + + +- + + ++_++ +_+ -++ +/LOT AREA CALCULATIONS + + + + EXISTING 14" DBL. . + A + + CATALPA SPECIOSA + + +-+ +6 PLATANUS + +_ f X ACERIFOLIA +/ + + +- +__+- + + +, +/ + +(3� Jgt4IP S VIRGINIANA 2.5" CAL. / ' + + +-+ i +_ -+ �' + +, ' +�5) PL+PST NUS X ACERIFOLIA + + - + + + ... -+ + + + + + + + + . + + +'� -+ - + + + -� -- -+Z + +1 + + + - \ - - 4 JUNIPERUS VIRGINIANA + + /+ + MfAp�W PL+/�N`TIN' + + + + `+ + + + + +�+ + +TYP+ Of HATCHED AREA + + + + + + + + + +, + + + + + + + + + + ++ + + + +1 + + + + +, + + + (2) JUNIPERUS VIRGINIANA +. + + NJ VI,BtlFNQM+ + + + + + '+ + + -2 DENTA4fUM + + +, + + + + + + + V (7) PLATANUS X ACERIFOL IA + + HATCH TYP. OF PARKING + + + + + + + + + \ / / 2.5" CAL. �� LOT AREA CALCULATIONS + + + + + + + +i i (36) MYRICA CERIFERA ' += ++++ ++++++++ Q / (1) JUNIPERUS VIRGINIANA 7 -_ 30BUFFER HATCH TYP. OF PARKING LOT AREA CALCULATIONS 1 ' �' ' - EXISTING 26'' MAGNOLIA EXISTING 12'' WALNUT TPZ EX. 9" TPL. HOLL I EX. 9" TPL. HOLD EX. 10" TPL. HOL i ` v EX. 10 TPL. HOttY� EX. 8 HOLT EX. 10" TPL. HOLLY EX. 8" HOL1,r` , EX. 10" TPL. HOLLY EX. 8'' TPL. HOLLY .-� ` ` ` — - i N 0 10 20 40 EX. 10'' TPL. HOLLY professional seal TODD SHALLENBERGER project manager ASHLEY STINSON project team GROPEN DESIGN AND FABRICATION,' FACILITY project n• GROPED client 1766 SCOTTSVILLE ROAD CHARLOTTESVILLE, VA, 22902 project address project number project phase MARCH 21, 2016 issue date REV 1: MAY 19, 2016 ALS REV 2: JUNE 22, 2016 ALS REV 3: JULY 29, 2016 ALS REV 4: SEPTEMBER 12, 2016 ALS revisions PLANTING PLAN sheet title % ,D D sheet number � I r professional seal TODD SHALLENBERGER project manager ASHLEY STINSON project team GROPEN DESIGN AND FABRICATION,' FACILITY project n• GROPED client 1766 SCOTTSVILLE ROAD CHARLOTTESVILLE, VA, 22902 project address project number project phase MARCH 21, 2016 issue date REV 1: MAY 19, 2016 ALS REV 2: JUNE 22, 2016 ALS REV 3: JULY 29, 2016 ALS REV 4: SEPTEMBER 12, 2016 ALS revisions PLANTING PLAN sheet title % ,D D sheet number LANDSCAPE C ALLAT1NSV. Entrance Corridor Rood Frontage - \\ i r Requirement. 1 Large Shade Tree }ger 35 Linear Feet � l J Flowering Ornamental Tees interspersed among Large She Trees r Haute 20 '572 Linear Feet Y 1 J \ Required: 17 Large Shade Trees t Provided: '35 Existing Shade Trees \ �` EXISTING 6" BLACK LOCUST Interior Parking lot Trees ; CANOPY SAVED: 173 SF \ ;� Requirement. 1 Large Shade Tree per 10 Parking Spaces EXISTING 6 BLACK LOCUST CANOPY SAVED: 173 SF Parirlgpcices 34 l EXISTING 8" IRONWOOD ' 3 ` CANOPY SAVED: 307 SF +... ;. 'r Large Shade Trees : TREE TO BE: J,J _ 'Provided: g PROTECTED , EXISTING 6: BOX ELDER .... ........... . . .... OR 12 ... ......... .... .......... .. ........... .. 6 GA. ALUMINUM WIR E TIES E }r CANOPY SAVED' 173 SF Perimeter Parking Lot Trees' GAUGE GALV. STEEL "TPOST CLIPS ' \ .. ... -.. ..... 3' LONG, ORANGE OR MINIMUM 3 PER POST EDGE OF PAVEMENT EXISTING 6" BLACK LOCUST ... ....... .... .... .. ......... ....... ._ r. RED HEAVY WEIGHT .fie uirement., 1 Large Shade Tree per 40 Linear Feet of Parking L(�t Perimeter FLAGGING ® 5' G.G CANOPY SAVED: 173 SF q __ _ __ _ _ 6' STEEL ,.T,. POSTS 4 EXISTING 12" BLACK LOCUST -- - - 8' O.C. MAXIMUM SPACING` - TREE PROTECTION SIGNAGE (TYP.) 30' EXISTING 10" BLACK LOCUST F,erireter Length 277 Linear Feet MAXIMUM SPACING CANOPY SAVED: 481 SF �;; 11 �' �t} CANOPY SAVED: 2768 SF Required: 7 Large Shade Trees 102 GAUGE, 4"X2" WELDED WIRE FENCE D CEDAR . ..... ....... .. FABRIC 4' MIN HEIGHT '% EXISTING _ ,. ` EXISTING 4 SILVER MAPLE ; , :f/J � r� �, / CANOPY SAVED: 614 SF F�ravtded: 8 Large Shade Trees added CANOPY SAVED: 76 SF II - - 2 EXISTING 12 EASTERN RED CEDAR _ = EXISTING GRADE EXISTING 6" BLACK LOCUST - - / / J CANOPY SAVED: 1384 SF .......... - - z Tree Canopy�' �' _ .. _ . _ . .. CANOPY SAVED: 173 SF ;'; , ,� �;: ��/ , %fI, ,;,� J , ' 12" BLACK Requirement., 10�� at Total Area ,� /, , . „ 2 EXISTING ACK LOCUST ' �! Y CANOPY SAVED: 1384 SF EXISTING DBL. 6 8" IRONWOOD , ,, / /�i r�// gl, j NOTES. 1. TREE PROTECTION FENCE SHALL BE INSTALLED PRIOR TO ANY SITE WORK, CLEARING OR DEMOLITION. CANOPY SAVED: 307 SF 2. WHERE REQUIRED, SUPER SILT FENCE MAY BE USED IN LIEU OF WELDED WIRE FOR TREE ---- Total Area 2 7, 73S PROTECTION PROVIDED IT IS INSTALLED AND MAINTAINED AS A TREE PROTECTION MEASURE / , / ` ' / it ,q AND IS POSTED WITH TREE PROTECTION SIGNS. EXISTING 18" EAST RED CEDAR '` , / i, 2 EXISTING 8 BLACK LOCUST 774 3. TREE PROTECTION FENCE SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. REMOVE FENCE ONLY WITH APPROVAL AND AFTER ALL SITE WORK HAS BEEN COMPLETED. CANOPY SAVED: 157 i� ? : �l, / rr, r ; j- tree save] _ '3.x,595 _ y CANOPY SAVED: 614 SF / l// r r 12" BLACK _ EXISTING ACK LOCUST Provide d: .... i .. _ EXISTING QUINTUPLE 12" SI ER MAPLE j r Welded Wire Tree Protection Fence 1 / 1'`l CANOPY SAVED: 692 SF / r Total canopy: '4c�,71�2 CANOPY SAVED: 692 SF � , � l � ,. N.T.S. ;, / EXISTING 8" BLACK LOCUST ` / r EXISTING 9" BLACK LOCUST 1� /'�i, / `A%j; '`ri�l ' rj /� ` CANOPY SAVED: 307 SF 1 / \ } i ,. ; /. „ r r % EXISTING 8 HICKORY GENERAL NOTES: / �, % CANOPY SAVED: 426 SF IV ALL EFFORTS WILL BE MADE TO RETAIN THE 30" / / ' f ` / CANOPY SAVED: 307 SF 4 DBL CATALPA TRIPLE MAPLE, 8 ` , ' / ` ( ` ` MAGNOLIA 1 /.� ' � \ 1 , � F / r r EXISTING 15 EASTERN RED CEDAR DOGWOOD AND 8" CHERRY DURING SITE1 ' TFXTMr 1, !'1N : %� � �' r ` r' r . CANOPY SAVED; 1082 SF CONSTRUCTION. NOTES HAVE BEEN PROVIDED \ EXISTING 12 IRONWOOD REGARDING THE REMOVAL OF PAVEMENT IN TPZS. ALL ` c CANOPY SAVED: 696 SF LANDSCAPE REQUIREMENTS ARE STILL MET IF THE TREES LOADI SPA S - ,!/jam ARE NOT ABLE TO BE SAVED, AND THEREFORE THE `s' -- - - - - EXISTING 5 BLACK LOCUST 'j r r/ ,�, CANOPYAREA HAS BEEN REMOVED FROM THE TOTAL ` \ r� CANOPY SAVED: 122 SF waterstreets' landscape a;-chitectUre I Civil engineering 4l(S E Iti/'Iai'I Sbe..t 1 k.295.8117-7 Cha#'i::)ttesvill ', V` -t 220)02 r li \ /l professional seal TODD SHALLENBERGER project manager ASHLEY STINSON project team CALCULATIONS SHOWN ABOVE. ; / n EXISTING 6" BLACK LOCUST CANOPY SAVED: 174 SF r` `i/ ''` EXISTING 2.5" BLACK LOCUST IN THE EVENT THAT EXISTING AND/OR PROPOSED PLANTINGS BETWEEN THE PARKING LOTS AND THE ^� ` EXISTING 8" BLACK LOCUST ;'; /r 1 / f r`' CANOPY SAVED: 30 SF 1J / , CANOPY SAVED: 315 SF ;f' ! EXISTING 3" BLACK LOCUST ENTRANCE CORRIDOR ARE REMOVED IN THE FUTURE,' /f/ ',' CANOPY SAVED: 44 SF SCREEN PLANTINGS WILL BE IMPLEMENTED CONSISTENT 1 WITH THE ALBEMARLE COUNTY ENTRANCE CORRIDOR / / EXISTING STRUCTURE EDGE OF PAVEMENT DESIGN GUIDELINES. EXISTING PARKI TREE PROTECTION NOTES: LOTTO BE RE- RIP + 1. TREE PROTECTION MEASURES SHALL BE FULLY f � + � /rf EXISTING VOLUNTEER SAPLINGS IMPLEMENTED PRIOR TO START OF CONSTRUCTION - ' • �Jf j;!.%!�` / ; '' TO REMAIN ACTIVITIES. STRUCTURE \ PROPOSED S } r ` P DESIGN 2. LANDSCAPE ARCHITECT (LA) SHALL APPROVE TREE G ©O PROTECTION ZONES (TPZ) IN THE FIELD. CONTRACTOR AND FABRICATION SHALL ERECT PROTECTIVE FENCING OR INSTALL SOIL / ,� / , '� + E ISTING Pt�RKIN Q / �/ / / r PROTECTION MEASURES A5 DIRECTED BY THE LA. %; , ,/ . ,; //xz \ o f + OT TO BE/ RE- IP 3. UNLESS OTHERWISE APPROVED BY THE LA, MINIMUM / / / / - ..~' / FACILITY ti '`-. l ` I ;y � %. / //�, / / + _� / i , //, ,//, i , :' // "� project name O b'sras(11t }>P ri1t,<`tr,iYr#at LIMITS FOR TPZS SHALL BE ESTABLISH BY ERECTING / �',#€,t<a#;B>4.#;a,Y ],t`B,;,'<t ,Y]gtt<`,r,4t,1}i€,;f's,r} �`#:,•, / / '!''/ / /: //// r /'/ / �j (il:iiatii t}sktc>.iitr 111 t€,g..f I1 t't' iaa€` s'#,sa};rlc#4° v#sa'citir;idiarra } APPROVED FENCING IN A RADIUS EQUALING 1.25 FOOT S ;' /.. TPZ < O/// /; '' / i wV` AT BREAST HEIGHT-- ` \\ P' / '," __ -_- // ' G ROPEN FOR EVERY INCH OF TRUNK DIAMETER E STIN ANO Y ',' ' ,, �y ' , / /F / % � 1 tzc f'<Y]9estvaas aS€ rdts E#,e I9 iYt �i3tr+a Be < az lttc �lklraz: \ / ;j;" .. _ _ _ _.. _ /.' /// / / / / h1 '# t t , f,. (; ,M1itt:. client EX. 6 DBH YIELDS 7.5 RADIUS TPZ, OR AT THE OUTSIDE/r �� r` EVER !S l \` _ — ,, / r 1766 SCOTTSVILLE ROAD EXTREME OF THE TREES DRIPLINE, WHICH+ r dx; , / / ' GREATER. AT THE DESCRETION OF THE LA, AN INCREASED ti. LIMITS OF GRADING %c - -- -_ ` '/, ' 'r t,rl<,t:s#f}€Y>;t;p#i,tt„w#ii,;`i>``t,Ett=,#;m;#,a„},,:,,#,-;;,,i,,( CHARLOTTESVILLE, VA, 22902 RADIUS FOR THE TPZ MAY BE REQUIRED, - _/ "EX, 30" MAGNOLIA __ r c a ress _ 'i- / i`�/i,� Ni ' /.:,`` .,,1#i€i:t;;Inti ,as3iisitfitic iio(tis#it,tll';i`I},s,tt€I,P#liit!„(11 t€ €uay`.ktEnt,att5'L�i,a#,lt itlt�ije,:,sr,-,tsi'(t#,-,f,.v.f:>s.. CANOPY SAVED:: 4,568 SF + - - -- _ ' i... `f, r/ / /, ,},i{,,i#;v! d(,,€' ;}E ,,.t,t<,'#ii i#, ,,t,,; #,t ,,,,e.;. NSTRUCTION ACTIVITIES OR STORAGE SHALL CHERRY 4. NO CO EX. 8 CH - f r�{�„q�rr (Aifr)��,,�4oeocc TAKE PLACE WITHIN TPZ's WITHOUT EXPLICIT PRIOR CANOPY SAVED: 315 SF i / ' / %:`,� 1,/ 5 =,iEf.,1]t„!tt---- CAVO % - r / / TPL ACER SP.project number EXISTING APPROVAL BY THE LA. FOR WORK TO BE PERFORMED % ' -�- _ - /' �'�, � �� � � - j n1 1-Btrir€aBt,atd} tis Ys„rP 1,gti °r;oe i r; EX, 8” DOGWOOD / z - �.' /,;:.::',. , 'r, EXISTI N P KI G \ /, , ##z ir9 v Cc i a PP,?7 Yt ltitc, ,; .k,U ,, t,i i :,rA#, €h ! 4 7: #in'I},t ., .uL,,,al lost }>,• td,s;itr s ,. , #4y,x !#+r :€Er ,#sr4 ,r, iY :. WITHIN A TPZ, CONTRACTOR SHALL CONSULT THE LA AND / / \ - ''lam ' ' CANOPY SAVED: 2,171 SF / CANOPY SAVED:: 315 SF LOT TO'BE RE -S RIP D ' __.. - /' / ESTABLISH PROTECTION MEASURES AND/OR ' � t ` + it 1 �11t# 1{99S9Y5A412r11 # i112I9#Y#tV, i1zS 1)41�r,1B iix #)l MB4 (. b� EXISTING 14 DBL. W 4 PROCEDURES AS DIRECTED AT NO ADDITIONAL COST TO / F , - - __ �; 1, \ j r - _' ,f// project phase THE OWNER. '\ + +F CATALPA SPECIOSA , f// 1 LIMITS OF DISTURBANCE ,= + __ - CANOPY SAVED: 2,171 SF ,•'t. ` — t ttc=rtti€ , titili(`sS is itt,i tr It{[l c'1 ai# #I[, ((, tt,Si,rE i,( fr, :f. fJ (CLEARING + GRADING) - —..� , Z S°°'=std`, MARCH 21 2016 5. ROOTS LARGER THAN I” DIA. ENCOUNTERED +, --- -i _- - i _/ t t „ lE,:l{, ];#}:. ,r}EEt„a€{,..i,«t ;t,€E,#=t,t;, ,',:((,tE7(, ,,,,,(txt,,,i; ,, 1;> =t ,.f4,,+. + i DURING EXCAVATION WITHIN 5' OF TPZ SHALL BE CUT / �` \ + EXISTING 12” WALNUT issue date + + �''L — J 7 '�%i< I'rBsfetdowa 1`eitrtcr � �, - * CANOPY SAVED: 698 S F ,' + + / � `l � % ^' � #7 ; CLEANLYWITH A SAW OR SIMILAR SHARP INSTRUMENT \ + r L t> Vot9i},,,;I,itf]r,,.,,,r:l,t i.f,r,101;, il,'.#,4P`f¢.,ii,#,t";,; v.,,#,y'lV,lr,, t,,.,,.i'(,>¢#,f]iltr, €i#iti(�ti,t,:,;€€,; fti,lr. PRIOR TO RESUMING EXCAVATION ACTIVITIES. /' + ; - :- TOTAL CANOPY SAVED ' 6. ALL EXCAVATION WITHIN THE TPZ SHALL BE DONE ' �� / /'.:/'. R HOLLIES: 4,145 SF \� fit) EITHER MANUALLY OR THROUGH THE USE OF AN AIR , / .' , - Q / / �:}VfYatt€Pit;}�,r t,pttkk �1.€t,.I•tt,#�.isetsit<;a,tvss3ii#}##Ec-t4r�t£=stt, #a,.t''i(:Ir ]t #,,}i: c( aa#ca#;,.t,t.#'�€r4[;•€s,7nt#t'.f:i?t _ REV 1 MAY 19 2016, SPADE. TO PRESERVE AS MUCH OF THE ROOT SYSTEM AS �' Ol b ALS /, � O \ +/ 1+ � � i \\ sat,tiilttt;# t+,t ,,9# I s s ., , c� ENCOUNTERED AT THE EDGE �'% .. / � � � %'. , + �� � REV 2: JUNE 22 201 �i ALS > \ � J / � 111. 1zs[}�1r,at,�xrzdl iar,�sdldrt,r . POSSIBLE, SURFACE ROOTS E � � �, ,;,',�.,� `�, ,;, , t „'/ - ✓ r� �Y #2t'fi 1, 4:i, t:{d4(li ,i lA',I][S.f£�t] t5'il}1311 .#i(; S!4}Ei}`,"5Ye t, (s„13 F„!":'. 7# (,i1 ]i€)E''t#{ it .#'>. 1.11 ;lM1t',3}' It'i iE[if #it; IF1}#7 �: t,t iti'{':t[';,1 3„€='fes.. (- i} }x'#F Ei 1'' ° � , , //.,. t c REV 3. JULY 29, 2016 ALS Q / ` , // i,' // ,I -. ;317 ] C ,1 t,1 t'4`. 1Yt t. ,#1<t (,_#,x, ;. t,},"+rtEt`Yc ij i{`i 1411.;4#•k Yti•t.: l't': it'rtc,t,.#s.#�';#€'?f it .j ;klt't?..i(1 i# Yit ,. i'',: �4i £,, ii`Y: k15`)tfli�' t41#� t1.',`:£it , r.•5"(it',f':€tx,1 OF THE PAVEMENT TO BE REMOVED SHALL BE CUT EXISTING 26MAGNOLIA CLEANLY WITH A SAW OR SIMILAR SHARP INSTRUMENT 30' BUFFER / / , CANOPY SAVED: 3,192 , y apt,,;,,, • REV 4: SEPTEMBER 12, 2016 ALS i' ,, , ,.% , } /� " / :f xiAi i'l ir(.x titin'. 4ittt.,„,i,4r:Ct,t;t;Y#s,, o PRIOR TO COMMENCING EXCAVATION. THIS WILL HELP "% revisions .r� / ''! ��/ %” '' /�„�%;�/ ,,, .�✓/ � tli. 1):a1f,a sr$ 3Y'x'cti- Q VE THE ROOT STRUCTURE AND AVOID TO PRESERVE W UNNECESSARY E TO THE ROOT SYSTEM. BROKEN DAMAGE 1`1`.: ITIS a i1i 1D1•; Z Q Z O F - LULU z O N H LU W 0 11Q U i LU z O U LU0 N EXISTING TREE CONSERVATION LANDSCAPE CALCULATIONS KEY / W�_ Latin Name Common Name Canopy Size (SF) \\ \ 1 * Acer sp. Triple Maple 2,171 Entrance Corridor Road Frontage 2 Acer negundo Box Elder 173 Requirement: 1 Large Shade Tree per 35 Linear Feet , 3 Acer Double Sugar Maple 76 Flowering Ornamental Trees interspersed among Large Shade Trees � 4 Acer saccharinum Quintuple Sugar Maple 692 Route 20 572 Linear Feet 5 Carpinus caroliniana Double Ironwood 307 Required: 17 Large Shade Trees l' \ 6 Carpinus caroliniana Ironwood 307 Provided: 35 Existing Shade Trees � 7 Carpinus caroliniana Ironwood 696 8 Car a s Hickory 307 EXISTING 6" BLACK LOCUST 9* Catalpa speciosa Double Catalpa 2171 Requirement: 1 Large Shade Tree per 10 Parking Spaces ' CANOPY SAVED: 173 SF EXISTING 6" BLACK LOCUST 10 Cornus florida Flowering Dogwood 15 Ilex sp. Triple Holly 405 Parking CANOPY SAVED: 173 SF Spaces 34 Ilex s Required: 3 EXISTING 8 IRONWOOD Triple Holl 405 p i p y Provided: 4 Large Shade Trees CANOPY SAVED: 307 SF Ilex sp. Triple Holly 478 I Ol EXISTING 6: BOX ELDER Ilex sp. Triple Holly 478 Perimeter Parking Lot TreesCANOPY SAVED: 173 SF _..:.....w... \\� . \ Ilex sp. Holly 315 Requirement: 1 Large Shade Tree per 40 Linear Feet of Parking Lot Perimeter \\ EXISTING 6 BLACK LOCUST i \���\� �� \ Ilex sp. Triple Holly 478 CANOPY SAVED: 173 SF \. ��\ Ilex s Holl 315 Perimeter Length 277 Linear Feet p y *0 EXISTING 10" BLACK LOCUST 4 EXISTING 12" BLACK LOCUST Required: 7 Large Shade Trees Ilex sp. Triple Holly 478 : qCANOPY SAVED: 481 SF �i , �) 1 CANOPY SAVED: 2768 SF Provided: 8 Large Shade Trees added 1 Ilex s Triple Holl 315 2 EXISTING 8" EASTERN RED CEDAR p p y EXISTING 4 SILVER MAPLE ) �� Ilex sp. Triple Holly 478 CANOPY SAVED: 76 SF %) �� ,� J% / CANOPY SAVED: 614 SF 21 Juglans nigra Black Walnut 698 - - - - _ _ _ EXISTING 6" BLACK LOCUST ) , / // 2 EXISTING 12" EASTERN RED CEDAR 22 Juniperus virginiana Eastern Red Cedar 1573 � , CANOPY SAVED: 173 SF ' � / , / '% J ;' CANOPY SAVED: 1384 SF 2 EXISTING 12 BLACK LOCUST 23 Juniperus virginiana Eastern Red Cedar 614 EXISTING DBL. 6", 8 IRONWOOD CANOPY SAVED: 1384 SF 24 Juniperus virginiana Eastern Red Cedar 614 ,'r " CANOPY SAVED: 307 SF 25 Juniperus virginiana Eastern Red Cedar 1384 �'�r �/ 0/ EXISTING 18" EASTERN RED CEDAR ' /r 'r / / 2 EXISTING 8" BLACK LOCUST 26 Juni erns vir iniana Eastern Red Cedar 1384 ' / I 1 < p g , 1 CANOPY SAVED: 1573 SF 1� ,,,� / / I ` ` �� �� � / CANOPY SAVED: 614 SF 27 Juniperus virginiana Eastern Red Cedar 1082 i EXISTING QUINTUPLE 12'' SILVER MAPLE 1 ,, EXISTING 12" BLACK LOCUST 28 Magnolia virginiana Southern Magnolia 3192 ,' - CANOPY SAVED: 692 SF I �� �;�, % / CANOPY SAVED: 692 SF / 29* Magnolia virginiana Southern Magnolia 4568 ' � i �, � , � EXISTING 8" BLACK LOCUST� 30 Prunus s Flowering Cherry 315 ' EXISTING 9" BLACK LOCUST "� '�� // l CANOPY SAVED: 307 SF p g y / CANOPY SAVED: 426 SF /��� l �/ EXISTING 8" HICKORY 31 Robinia pseudoacacia Black Locust 173 � , , > , / , 32 Robinia pseudoacacia Black Locust 173 �� ' ' /; �� i / ,� ,/ , CANOPY SAVED: 307 SF IYZ 33 Robinia pseudoacacia Black Locust 173 �� / EXISTING 15" EASTERN RED CEDAR 34 Robinia pseudoacacia Black Locust 481 - EXISTING 12" IRONWOOD % ,� �/ ' / CANOPY SAVED: 1082 SF 35 Robinia pseudoacacia Black Locust 173 CANOPY SAVED: 696 SF � ' � � seudoacacia Black Locust 426 1 (2) PLATANUS X ACERIFOLIA 36 Robinia p LOADING S 2.5 CAL. - — EXISTING 5 BLACK LOCUST 37 Robinia pseudoacacia Black Locust 122 38 Robinia pseudoacacia Black Locust 174 (13) VIBURNUM ( CANOPY SAVED: 122 SF p , ,�,/' 39 Robinia pseudoacacia Black Locust 315 ,� DENTATUM EXISTING 6" BLACK LOCUST _- CANOPY SAVED: 174 SF '� 40 Robinia pseudoacacia Black Locust 2768 , EX. 30" MAGNOLIA �,� EXISTING 2.5 BLACK LOCUST CANOPY SAVED: 30 SF 41 Robinia pseudoacacia Black Locust 2768 CANOPY SAVED: 4,568 SF EXISTING 8" BLACK LOCUST 42 Robinia pseudoacacia Black Locust 2768 , CANOPY SAVED: 315 SF , EXISTING 3" BLACK LOCUST Locust 2768 (4) MAGNOLIA VIRGINIANA \ , ,'/� CANOPY SAVED: 44 SF 43 Robinia pseudoacacia Blackoc ii , r 44 Robinia pseudoacacia Black Locust 1384 � � (19) PRUNUS LAUROCERASUS'OTTO LUYKEN' ( ) � � p � _1- \ 11 ACER RUBR 45 Robinia pseudoacacia Black Locust 1384 EXISTIN� PARKI� EX. 8" CHERRY ARMSTRONG' LOT/TO BE RE -STRIP CANOPY SAVED: 315 SF 46 Robinia pseudoacacia Black Locust 614 ,' NATIVE SEDGES. 47 Robinia pseudoacacia Black Locust 614 Q (5) AMELANCIHIER ARBOREA 1 GRASSES, 48 Robinia pseudoacacia Black Locust 692 L ; - Q ++ �+ EX. 8" DOGWOOD PE I Ai� 49 Robinia pseudoacacia Black Locust 307+ + + \ CANOPY SAVED: 315 SF /' / + ' +� � < � 50 Robinia pseudoacacia Black Locust 30 DRYOPTERIS JRE 51 Robinia pseudoacacia Black Locust 44 \ ERYTHROSORA Ilk - TOTAL CANOPY SAVED: 35,595 UNDERPLANITED WITH T oj + SPRING BULIBS E ISTING PARKIN *EXCLUDED FROM LANDSCAPE CALCULATIONS ON L1.10 DUE TO _ __i / I I �' _ \ �+ + o ` - + + OT TO BFr RE- IP PROXIMITYTO SITE WORK. SEE GENERAL NOTES ON - \ (13) GINKGO _ + BILOBA SHEETL1.10 ��' + 'PRINCETON SENTRY'cb � \ \ +/ \ 11 1 ' EXISTING 5", 7", 10'' ' EXISTIN //P KI G TPL. ACER SP. � � --� , / / LOT TO'"BE RE -S IIP D Z (10) FOTHERGILLA 77 _ GARDENII - \ /(6) PLATAN UIS J / J / % + + X ACERIFOLIA \�� ++' 2.5" CAL. J (9) VIBURNUM I1Z DENTATUM EXISTING 12'' WALNUT CANOPY SAVED: 698 SF ` \ TOTAL CANOPY SAVED FOR HOLLIES: 4,145 SF (7) PLATANUS X ACERIFOLIA 2.5" CAL. EXISTING 26" MAGNOLIA CANOPY SAVED: 3,192 - r 1 V CANOPY SAVED. 2,171 SF EXISTING 14" DBL. CATALPA SPECIOSA CANOPY SAVED: 2,171 SF (5) PLATANUS X ACERIFOLIA 3.5" CAL. LIMITS OF DISTURBANCE (CLEARING + GRADING) N 0 15 30 60 Ovate r s t r e e t s t u d 10 Idrld,Ldpe 1r011LeLLu(e I civil engineering 0 E Main Street 434.295.8177 Charlottesville, VA 22902 professional seal TODD SHALLENBERGER project manager ASHLEY STINSON project team GROPEN DESIGN AND FABRICATION FACILITY project name GROPEN client 1766 SCOTTSVILLE ROAD CHARLOTTESVILLE, VA, 22902 project address project number project phase MAY 19, 2016 issue date REV 1: MAY 19, 2016 ALS REV 2: JUNE 22, 2016 ALS REV 3: JULY 29, 2016 ALS REV 4: SEPTEMBER 12, 2016 ALS revisions TREE REQUIREMENT DIAGRAM sheet title • sheet number