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HomeMy WebLinkAboutARB201600125 Plan - Approved 2017-01-17Timberland Park Old Lynchburg Road Charlottesville, Virginia Materials Selections 1. Roofing - Certainteed Landmark AR Architectural Profile Shingles - Georgetown Gray 2. Fiber -cement lap siding, painted. Color - SW 2805 Renwick Beige 3. Windows, Trim and Soffitt - White 4. Brick General Shale, Old Mill Lightweight Modular Gray mortar. 5. Shutters - Dark Gray U J J d U UU�r°co �ENo Q 0U cZ O O�md �ND-F Q I O F- U I— z M P, LTH WILLIArz. WAYNE JS > Lic. No, 14( TIMBERLAND PARK OLD LYNCHBURG ROAD CHARLOTTESVILLE, VIRGINIA 80 RESIDENTIAL UNITS THESE DRAWINGS ARE THE PROPERTY OF JONES ARCHITECT URE. PLLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN PERMISSION. COPYRIGHT BY JONES ARCHITECTURE, PLLC ALL RIGHTS RESERVED. JA JOBU: DATE: 09-19-2016 FILE: REV. REV: REV: PRELIMINARY DESIGN NOT FOR CONSTRUCTION DRAWING INDEX COVER Note: Window glass shall meet the following criteria: Visible light transmittance (VLT) shall not drop below 40%. Visible light reflectance (VLR) shall not exceed 30%. Specifications on the proposed window glass should be submitted with the application for final review. Window specification is based on Silverline Series 2900 window, Energy Star for North/Central Climate Zone. U 0.29, SHGC 0.23, and VLT 0.45. Silverline does not publish VLR data, so that is not available. This is a standard apartment -style window, it should not have an appearance any different from other comparable apartments. See window specs below. WW11212112016 Note: Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. STAIRWELL.ve v .az cao sr. ewer STAIRWELL .ae w ax sw WALL 2324 WALL 2324 BRICK 2324 BRCK 2324 INCL BOTH 9DESINCL BOTH SIDES01 BUILDING TYPE B3 - FRONT ELEVATION (REAR REVERSED) A5.01 SCALE: 1/8"=V-0" wo ss. an sr. STAIRWELL STAIRWELL WALL 2324 WALL 2324 BRICK 2324 BRICK 2324 INCL BOTH SIDES INCL BOTH SIDES 02 BUILDING TYPE D3 -FRONT ELEVATION (REAR REVERSED) A5.01 SCALE: 1/8"=V-0" Wal Area Bilok A- 1482 SF. m W. BUILDING END ELEVATION 3 STORY AT 03 26R UNIT WITH SPRINKLER CLOSET rO3 2BR U A5.01 SCALE: 1/8" = V-0" (24x36) 04 BUILDING END ELEVATION 3 STORY AT 3BR UNIT A5.01 SCALE: 1/8" = V-0" (24x36) U J J 0- a) - N v v r to UU.m En d Q U Z = m CQ T Q O 7ND=1— q P. IN WILLIAM WAYNE JONES Lia No. 14653 %RCHITE—' •e TIMBERLAND PARK OLD LYNCHBURG ROAD CHARLOTTESVILLE, VIRGINIA 80 RESIDENTIAL UNITS THESE DRAWINGS ARE THE PROPERTY OF JONES ARCHITECTURE, PLLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN PERMISSION. COPYRIGHT BY JONES ARCHITECTURE, PLLC ALL RIGHTS RESERVED. JA JOB#, DATE: 02-05-2016 FILE: REV: REV: REV: PRELIMINARY DESIGN NOT FOR CONSTRUCTION BUILDING ELEVATIONS A5.01 ARCHITECTURAL SHINGLES, PREFINISHED ME FASCIA, GUTTE DOWNSPOUTS, VINYL Sh WIN[ VINYL SHUTTEF Fly 42-4 x 1257" 42'-4Z. ;7-r 625,2 S.F. 584,9 8F. .9.8 G.W i.2 2,2S9 BUILDING TYPE G2 - FRONT ELEVATION (REAR REVERSEU) Wall Area Brick Area 2227 S.F. 327 &F. SCALE: 1/8"=1'-0"(24x36) Wall Area Brkk Ad" 284 S.F. 284 S;F, r05'� COMMUNITY CENTER -RIGHT SIDE ELEVATION SCALE: 1/8"=1'-0"(24x36) Materials Selections 1. Roofing - Certainteed Landmark AR Architectural Profile Shingles - Georgetown Gray 2. Fiber -cement lap siding, painted. Color - SW 2805 Renwick Beige 3 . Windows, Trim and Soffitt - White 4. Brick General Shale, ON Alill Lightweight Modular Gray mortar, 5. Shutters - Dark Gray Well Arsa Brick Am 3T5 SFr. 375 SF. Well Area Brick Area 57'-7' x I8'-6 57'-7' x Ar -W 1065.3 S.F. 79110 SF. 0 UAW= 711 u M I a D 0: a a I *1: 4 4 av, f, ad v to] a I P, M tol a4va's an "m I a M SCALE: 1/8" = 1'-0" (24x36) COMMUNITY CENTER - REAR ELEVATION Wall Area Brick Area 401 S.F. 227 S.F. 9 FT, STUDS THIS BUILDING, 06 'COMMUNITY CENTER - FRONT ELEVATION �A5.02TSCALE: 1/8" = 1'-0" (24x36) ARCHITECTURAL PROFILE SHINGLES, FIBER -CEMENT SIDING. VINYL WINDOWS, ALUMINUM ARCHITECTURAL 12' COLUMN NON-TAPERED COLUMN WRAP WITH CAPITAL AND BASE, Eq $�a���OLTj��®� %.S WILLIA WAYNE JONES Lic, No. 14653 S G Ble" 0 • OLD LYNCHBURG ROAD CHARLOTTESVILLE, VIRGINIA THESE DRAWINGS ARE THE PROPERTY OF JONES ARCHITECTURE, PLLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN PERMISSION. COPYRIGHT BY JONES ARCHITECTURE, PLLC ALL RIGHTS RESERVED. A JOB#: DATE: 09-19-2016 FILE: REV: REV: REV: 101 Lei = I L01 10190012 5461110111M 061113 i zll/ i��r��c'S����:�--�J♦�'iN�if�iP� iK>• iL�ila�i[�i/-iG�iF�i'di��i� W.1 -1r. Sch.tluk SYmbol Oly LaW Amngem.nl Lum. Lulnem LLF IMANUFACI D...dpdon Lum.Wa -� 2 T2 SINGLE 14131 1.000 BEACON PRODUCTS VPLS 1143841(-T2 137 3 T4 SINGLE 15338 I.M BEACON PRODUCTS VPLS NB -1384K -T4 137 4 TAH SINGLE 8949 1.000 BEACON PRODUCTS VP-L4414134384K.T4 BLC 137 q� 2 T42L 2 @ 90 DEGREES 15338 1.000 BEACON PRODUCTS VP14 NB -13"1(44 137 ^C I -►tl 9 WO SINGLE 15274 1.000 Bacon Prod.ct, TRV40148-1384K-T4 13] Cakula0on Summery Leb.l CelcTypa Untie Avg Mu Min Avg1MIn MaXIMin Properly Una IIIVminanu Fc 0.04 0.5 0.0 NA NA $Be III -menta Fc 0.52 12.0 0.0 NA N.A. pave...... 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THE OUTPUT ON THIS PHOTOMETRIC LAYOUT IS SPECIFIC TO THE MANUFACTURER AND CATALOG NUMBERS LISTED IN a ro ro w ro a a ro ° a -e -1p a ° THE LUMINAIRE SCHEDULE. SUBSTITUTIONS OR DEVIATIONS FROM THIS PLAN MAY INCUR SIGNIFICANTLY DIFFERENT RESULTS. ANY SUBSTITUTIONS MUST RECEIVE ENGINEER AND ARCHITECT APPROVAL. REVIEW COSTS, REWORKED ro ro ro ro a ro ro ro ro tr ro ro ro w ��_' 401' , PHOTOMETRIC LAYOUTS, PRODUCT SUBMITTALS AND A FULL SET OF ITL REPORTS WILL SOLELY BE THE RESPONSIBILITY OF ANY CONTRACTING FIRM MAKING A SUBSTITUTION, AND MUST COMPLY WITH DESIGN CRITERIA AND WITH ANY APPLICABLE ro a ro ro •° a w ro ro ro ro ro ry JURISDICTIONAL CODES.3. ro w ro w ° a ro ro ro ro ro ro tr ro ro " + , BITE DETAILS PROVIDED HEREON ARE REPRODUCED ONLY AS VISUALIZATION AID. FIELD DEVIATIONS MAY SIGNIFICANTLY A AFFECT PREDICTED PERFORMANCE. PRIOR TOWANEDINSTALLATION,THE CRITICAL SITE INFORMATION (POLE LOCATIONS, ORIENTATION, a ro ° a ro ro tr a a ro ro ro ro ro ° •3 roM1 w - ro MOUNTING HEIGHT, ETC.) SHOULD BE COORDINATED WITH THE CONTRACTOR AND/OR SPECIFIER RESPONSIBLE FOR THE PROJECT. a 4. LUMINAIRE DATA IS TESTED TO INDUSTRY STANDARDS UNDER LABORATORY CONDITIONS AND SUPPLIED BY OTHERS TO \tea? A+ +_ ° ° w ° ° *°A° --. •° LIGHT ING VIRGINIA OPERATING VOLTAGE AND NORMAL MANUFACTURING TOLERANCES OF LAMP, BALLAST, AND LUMINAIRE ro ro a ro ro ro tr a ro ro ro ro tr w'I y, MAY AFFECT FIELD RESULTS. ° a ro ° a w ro ro ro ro ro tr ° a roY iw% roe - . / .- ° ro �M1 ro ro ro ro° ro° roe 5. CONFORMANCE TO FACILITY CODE AND OTHER LOCAL REQUIREMENTS IS THE RESPONSIBILITY OF THE OWNER ANDIOR THE J OWNER'S REPRESENTATIVE. ro ro ° •°> ° ro ro ro a a a ro rol/ tr ro• w + n M1 1 - 3 ° 'Y •° tr C CHECK GRAPHIC SCALE. DOCUMENTS PRINTED OR PLOTTED FROM ELECTRONIC FILES MAY OCCUR AT OTHER THAN THE a a a ro ro ro ro ro , DESIRED OR ASSUMED GRAPHIC SCALES. MIS THE RESPONSIBILITY OF THE RECIPIENTTOVERIFYTHAT THE PRINTED OR 3O O 3O 6O JO ° ° y- M1~�(, i - •o° PLOTTED-TOSCALE DRAWING IS PRINTED TO SCALE. ro a ° a ro ro ro ° a ro ° .4' tr /a''° gV e' •5 ro• ^a' w G�,` + ° ro It Y 7. LIGHTING FINISH MUST BE DARK BRONZE TEXTURED. SEE DETAILS. ro ro ro ro ° ° °y��roc 1 •S w " 'S" ° �° " o,? ° a" " a� ro ro° ro¢ 8. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF SCALE: 1" = 30' ro ro tr ro a f. /° ^ w4 ry , tr ro ° ° �°° ° ° ro LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND SCALE: w ' AWAY FROM ADJACENT ROADS. 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Kent O'Donchue, k' MD. No. 0!06001683 F, 7 12-09-2016 1� d�c4 PE AROl1. CL Yo �o Q� E� d- m U Z Z LLL/-.�I CID L DRAWN BY DKO DESIGNED BY DKO CHECKED BY WSM DATE 09-07-2016 SCALE 1"=30' REVISIONS: 09-26-2016 ARB 12-09-2016 ISP-+ A46 *9 SHEET N0. C18 o120 JOB NO. 34160034 Date. Oct 4, 2016 LIGHTING Transmittal VIRGINIA Lighting Virg a -Central apt 400 G2 So thlke Blvd.. Rich—W VA 23236 Phone (804}379-7777 Farm. Diana Atlas PmjecL Tnee—nd P—pemer.. S OMOte# LV—CENTRAL—Rel Location va C—or ATTACHED WE ARE SENDING YOU 1 COPY OF THE FOLLOWING ITEM: ®DrawingsSpacii cafions Other Ennis H Information ❑ Plans ❑ Submittals THESE ARE TRANSMITTED FOR ❑Pd.r Apprmal ❑R bmittal far ApplGval QRecord Approve! ❑ C cions Oda due on: ApIarmal as Noted Ned ®R Usentl Comment Other: ppro a❑ a Ory Type MFF Part T2 3 2 RWUds VPLl84N8-13t4HR2NNVIRAlX%% 1 T3 BeawnPrWuda VPL%4N&19'd4KR5NNVIRAIXX3( EeaemPrWUde VPLM4NE-125r4K?4NNVIRAIX%X 2 T4H eeaan Prvduda VPLN4N&135141%r4NNV18LCIRAI%X% 8 ran Llle Ade SNS-2S4P11-A&PC%%-DMt&8C SGL POLE s VPL184N&iS5t4HR4NNVIRNX%X Lice MI SNE2s-11-A5-PC%X-DM2&BC 8 W4 eeamn RW— TRV-DlM6-13&4N(UNV/X%X Page 111 FF00009 Linhtin0 Virninia- Central Phone 378-7777 Pax 804-3797778 Pegs 111 T2 SERIES --a Nu x vvuaaNai3NwnrzzuNvinu: x Type: T2 D80agNe INPoFNMTWN opxm HAaEnI av x� ®� wvnw mavwY ac�eaai .»w WWrm`aw" w sa." ¢w maacm trw.a .r T lla_r a.,.,- 1LiJl1 w._ n:w mrxn @ xr�rxxr ®1%6 �8I50 ® wee Tides a.,..mnm�.»....a.......�..d.....c�...r....m....�...».,xa.,a® of T4 2 --a Nu x vvuaaNai3NwnrzzuNvinu: x Type: T2 D80agNe INPoFNMTWN Q' . av x� ®� w sa." a.,.,- 1LiJl1 Jimpxk.rmraax n:w {ernationat j � m ... bark -Sky Assoeration .t ail t��i ,r ONAL ' a DARKSIC, ASSOCIATION wvw.dar skywg T2 .e� xA Ja Ham w, t k . rc PU R&T36/4Klr2NNVIRP/%%% IT—:T2 ,eeA � bbp, nsys bnn �� ASOUTFSA ABOUT IDA'S FIXTURE SEAL OF APPROVAL I e IT APPR04°"°" RIBNPLYflFYUaF • an.euuuax THE PROGRAM arm m, Pima a aaanrs eau oma uaaevni v uexgmiy vxynen.m�wmwxs.uani�a wmm'mea: aaalnv Pux4caxNlq pakxmana mmaxvWanxyi**uvtrMtatwym a au nava n nermronmem wrbaimpem. na,kstasi¢evmgn pmmvwi aalaPomaval UravMeaapawve..IM1namn{ywWevtivnfxlun:nvrs mmmaamaogmxrmro�Nmve:pau. uu bu ngnt aAy. For a m W eG bx, IPA w'U evelEh xm pndvmxt eau d ary' FxwN.ax ix.mwnlxe mu m .mama ra wevmm Fovea EcmdAgaavxw eNw+raxem arum ureru xu aavw,aemm lwncmavev,. aemsamwaMYvakm. pvmnrzamva, sn pryempa¢wvgeidPpwmeooamwm�ammt aramwuo-. evmxms. CERTIFICATION swine a, r. dlvnaauaulPAkre a�wx xnyknxuwaSxlvfapp,owpropmm eakm war' v NdM�P &wmH:Svaatvn amx ppc-axe !einem - roeax¢r ffiw� a a'¢nMImN . ipYnituu-view:mapnF^.c�nmu�.... ttpttnwamearaNAemrna xpn®timpapeeiw vmauar kiln pw c1tena nalred aai,ma mlgl aA Nlry dcelN,a ourputa mre 800egmuln ue venicupMnv •Nxvxh p mWele available In 410UN CCT antl pvbr VIPER L Q' . SERIES w sa." n:w _ a T ...,Ing w_x, MUM AND ASSOCIATES INC REFLECTING TOMORROW www.balzer.cc Staunton New River Valley Roanoke Richmond Harrisonburg RESIDENRALlANODEVELOPMENTENGINEERING SUIDNELOPMENTENGINEERING LEND USE BANNING S ZONING IANDSCNPE ARCHITECTURE lANO SURVEYING ARCHIIECIURE STiUCNRAL ENGINEERING TRANSPORTARON ENGINEERING ENMRONMENTALSSOILSCIENCE WEI'lANO DELINEATI— STREAM LVALUAUMS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540-248-3220 FAX 540-248833221 -3 J , i 2 "D. Kent O'Doao6ue, Ir.9 C, Lie. No. 0406001683 ti 7k 12-09-2016 l� dS,c4 PE pjL0 Vl Yo ryo a0 tt CO U z ZJ Q o J o LU W Q z F- (D U � 5 �> o H- W z J D J O U t>J) W H � O (0 m J Q DRAWN BY DKO DESIGNED BY DKO CHECKED BY WSM DATE 09-07-2016 SCALE NIA REVISIONS: 09-26-2016 ARB 12-09-201613P- l "-a SHEET NO. C19 of 20 JOB NO. 34160034 T41-11 VIPER L SERIES xn Ell RE-: �mmmmm� VIPER L SERIES T4H �nn ®mmom a En!nn a on nnn ..... m® in unn ann Ia ".n Una ®®�®®® nna� no man mon� 000� mon� win an .0 an an no an no unun nnno�l3Mm�M no 88 ®mon "no ��u non Z on MIN Ong-- YY W4 OMMINMINN)ROATION FiTJ Rw E I Grranran. ........ 14 ............................. 1.7 valfflu I ni -11 M www.balzer.cc Staunton New River Valley Roanoke Richmond Harrisonburg RESIDERnk- LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING ZONING LANDSCAPE ARCHITEMRE , DSUMYING ARCHIT MRE MUGMI- ENGINEERING _NSPOR—ONENSINEERING ENVINONME—SOIL SCIENCE Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540-248-3220 FAX 540-248-3221 N'TRyf Op A Amt O'Donallue, Jh� .1 Lic. No. 0406001683 ti erg 12-09-2016 4 p E pjL0 DRAWN BY DKO DESIGNED BY DKO CHECKED BY WSM DATE 09-07-2016 SCALE N/A REVISIONS: 09-26-2016 ARE 12-09-2016 -I"l )qize) ed SHEET NO. C20 of 20 JOB NO. 34160034 — - - -- �% :. ,A'. -'I 1 2L v TRAVERSE 2E x" 7 BER �nn ®mmom a En!nn a on nnn ..... m® in unn ann Ia ".n Una ®®�®®® nna� no man mon� 000� mon� win an .0 an an no an no unun nnno�l3Mm�M no 88 ®mon "no ��u non Z on MIN Ong-- YY W4 OMMINMINN)ROATION FiTJ Rw E I Grranran. ........ 14 ............................. 1.7 valfflu I ni -11 M www.balzer.cc Staunton New River Valley Roanoke Richmond Harrisonburg RESIDERnk- LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING ZONING LANDSCAPE ARCHITEMRE , DSUMYING ARCHIT MRE MUGMI- ENGINEERING _NSPOR—ONENSINEERING ENVINONME—SOIL SCIENCE Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540-248-3220 FAX 540-248-3221 N'TRyf Op A Amt O'Donallue, Jh� .1 Lic. No. 0406001683 ti erg 12-09-2016 4 p E pjL0 DRAWN BY DKO DESIGNED BY DKO CHECKED BY WSM DATE 09-07-2016 SCALE N/A REVISIONS: 09-26-2016 ARE 12-09-2016 -I"l )qize) ed SHEET NO. C20 of 20 JOB NO. 34160034 — - - -- �% :. ,A'. -'I clog umber:'7�4- 2L TRAVERSE 2E x" 7 --res K. J- �nn ®mmom a En!nn a on nnn ..... m® in unn ann Ia ".n Una ®®�®®® nna� no man mon� 000� mon� win an .0 an an no an no unun nnno�l3Mm�M no 88 ®mon "no ��u non Z on MIN Ong-- YY W4 OMMINMINN)ROATION FiTJ Rw E I Grranran. ........ 14 ............................. 1.7 valfflu I ni -11 M www.balzer.cc Staunton New River Valley Roanoke Richmond Harrisonburg RESIDERnk- LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING ZONING LANDSCAPE ARCHITEMRE , DSUMYING ARCHIT MRE MUGMI- ENGINEERING _NSPOR—ONENSINEERING ENVINONME—SOIL SCIENCE Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540-248-3220 FAX 540-248-3221 N'TRyf Op A Amt O'Donallue, Jh� .1 Lic. No. 0406001683 ti erg 12-09-2016 4 p E pjL0 DRAWN BY DKO DESIGNED BY DKO CHECKED BY WSM DATE 09-07-2016 SCALE N/A REVISIONS: 09-26-2016 ARE 12-09-2016 -I"l )qize) ed SHEET NO. C20 of 20 JOB NO. 34160034 — - - -- �% :. ,A'. -'I 10— T ITY, W 4 TRAVERSE Mar"Go-111- �n,W Auw,.,, ._ �..M_._ P.a..� MMII �nn ®mmom a En!nn a on nnn ..... m® in unn ann Ia ".n Una ®®�®®® nna� no man mon� 000� mon� win an .0 an an no an no unun nnno�l3Mm�M no 88 ®mon "no ��u non Z on MIN Ong-- YY W4 OMMINMINN)ROATION FiTJ Rw E I Grranran. ........ 14 ............................. 1.7 valfflu I ni -11 M www.balzer.cc Staunton New River Valley Roanoke Richmond Harrisonburg RESIDERnk- LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING ZONING LANDSCAPE ARCHITEMRE , DSUMYING ARCHIT MRE MUGMI- ENGINEERING _NSPOR—ONENSINEERING ENVINONME—SOIL SCIENCE Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540-248-3220 FAX 540-248-3221 N'TRyf Op A Amt O'Donallue, Jh� .1 Lic. No. 0406001683 ti erg 12-09-2016 4 p E pjL0 DRAWN BY DKO DESIGNED BY DKO CHECKED BY WSM DATE 09-07-2016 SCALE N/A REVISIONS: 09-26-2016 ARE 12-09-2016 -I"l )qize) ed SHEET NO. C20 of 20 JOB NO. 34160034 — - - -- �% :. ,A'. -'I PX1FA Us REFLECTING TOMORROW www.baizer.cc Staunton New River Valley Roanoke Richmond Harrisonburg RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540-248-3220 FAX 540-248-3221 D. Kent O'Donohue, Jr.' . Lrc. No. 0406001683 r, 03-14-2017 J ' E A R G� Z Q n W <C U U) Q Z Q LL] U) DRAWN BY DKO DESIGNED BY DKO CHECKED BY WSM DATE 09-07-2016 SCALE AS SHOWN REVISIONS: 09-26-2016 ARB 12-09-2016 ISP #1 01-04-2017 WPO #1 03-14-2017 SDP/WPO #2 SHEET NO. C20 0 11 24 JOB NO. 3416on34 III IL IH ION INN M1 CyI =1 no PLANT SCHEDULE LARGE TREES CODE QTY BOTANICAL NAME / COMMON NAME CONT CAL HT REMARKS V0 FA2 3 Fraxinus americana 'Autumn Purple' / Autumn Purple Ash B * B 2.511 CAL. MIN. SDP/WPO #2 Area of Canopy = 322 sf Z Z� w O Q Total = 9GG sf 0 U) p Z >� J FP 17 Fraxinus pennsylvanica 'Patmore' / ' Patmore' Ash B * B 3.511 CAL. MIN, Area of Canopy = G04 sf Total = 10,2G6 sf • QP 5 Quercus palustris / Pin Oak B * B 3.5" CAL. MIN, Area of Canopy = 370 sf Total = 1,650 sf • Q5 5 Quercus shumardii / 5humard Red Oak B * B 2.5" CAL. MIN. Area of Canopy = 329 sf Total = I ,G45 sf • ZV 9 Zelkova serrata 'Village Green' / 5awleaf Zelkova. B * B 2.5" CAL. MIN. Area of Canopy = 452 sf Total = 4,OG8 sf f,. N�j MEDIUM TREES CODE QTY BOTANICAL NAME / COMMON NAME CONT CAL HT REMARKS CB I G Carpinus betulus 'Fastigiate' / Pyramidal European Hornbean B * B 2.5" CAL. MIN. Area of Canopy = G9 sf • Total = 1, 104 sf ORNAMENTAL TREES CODE QTY BOTANICAL NAME / COMMON NAME CONT CAL HT REMARKS AR I G Amelanchier arborea 'Robin Hill' / Robin bill 5erviceberry B * B 1.5" CAL. MIN. Area of Canopy = 130 sf 4, J Total = 2,080 sf CE 17 Cercis canadensis/ Eastern Redbud Multi -trunk B � B MULTI -STEM G'-8' MIN. HT. Area of Canopy = 124 sf Total = 2, 108 sf SMALL ORNAMENTAL TREES CODE QTY BOTANICAL NAME / COMMON NAME CONT CAL HT REMARKS t CV 10 Chionanthus virginicus / White Fringetree B * B MULTI -STEM G'-8' MIN. HT. Area of Canopy = 125 sf ��. Total = 1,250 sf ,., LT 10 Lagerstroemia x 'Tuskegee' / Tuskegee Crape Myrtle Multi -Trunk B * B MULTI -STEM G'-8' MIN. HT. Area of Canopy = 77 sf Total = 770 sf SMALL TREES CODE QTY BOTANICAL NAME / COMMON NAME CONT CAL HT REMARKS CA 9 Carpinus caroliniana / American Hornbeam B B 1.5" CAL. MIN. Area of Canopy = 129 sf Total= I , I G I sf ,j 8 DECIDUOUS SHRUBS CODE QTY BOTANICAL NAME / COMMON NAME CONT HT SPR REMARKS CA2 48 Ceanothus americanus / New Jersey Tea 3 gal 18`-24" MIN. Area of Canopy = I G sf Total = 7G6 sf HW 45 Hydrangea arborescens / Wild Hydrangea 3 gal 24" MIN. Area of Canopy = I G sf Total = 720 sf KG 39 Rhus aromatica 'Gro -Low' / Gro -Low Fragrant 5urmac 3 gal 15"- 1 8" MIN. Area of Canopy = 7 sf Total = 273 sf VN 22 Viburnum nudum 'Winterthur' / Smooth Witherod 3 gal 24" MIN. Area of Canopy = 28 sf ,) Total = G I G sf EVERGREEN SHRUBS CODE QTY BOTANICAL NAME / COMMON NAME CONT HT SPR REMARKS IV 53 Itea vir mica 'Henry's Garnet' /Henr 's Garnet Sweetspire 3 gal 24 MIN. Area of Canopy_ I G sf Total = 848 sf JH 44 Juniperus virginiana 'Hillspire' / Hillspire Juniper B * B 4' MIN. Area of Canopy = G4 sf (D Total = 2,81 G sf GROUND COVERS CODE QTY BOTANICAL NAME / COMMON NAME CONT SPACING REMARKS AM 290 Achillea millefolium / Common Yarrow flat 30 o.c. AT 72G Asclepias tuberosa / Butterfly Milkweed flat 12" o.c. `\ w y FA Festuca arundinacea / Tall Fescue sod Complete cover of all distrubed areas of site W bio. except mulch areas Area of Canopy Total = 33,31 1 sf LANDSCAPE SPECIFICATIONS LANDSCAPE DETAILS RUBBER HOSE AT BARK 3UY WIRES (3). WHITE FLAG ON EACH TO INCREASE VISIBILITY. TURNBUCKLE (3). GALVANIZED OR DIP -PAINTED SET TREE AT ORIGINAL GRADE MULCH: PINE BARK OR WOOD CHIPS 3" MIN. SOIL SAUCER: USE PREPARED SOIL 6" MIN. WOOD DEADMEN (3) COPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 1/3 DF BURLAP. NON -BIODEGRADABLE MATERIAL SHALL BE TOTALLY REMOVED PREPARED SUBSOIL TO FORM PEDESTAL TO PREVENT SETTLING 1. PLANT MATERIAL NAMES ARE IN COMPLIANCE WITH HORTUS THIRD SIZES AND GRADING ARE TO COMPLY WITH THE LATEST EDITION OF AMERICAN STANDARDS FOR NURSERY STOCK. PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMAN. 2. ALL WORK SHALL BE COORDINATED WITH TRADES. 3. USE EXISTING TOPSOIL AND/OR PROVIDE NEW TOPSOIL, WHICH IS FERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL, REASONABLY FREE OF SUBSOIL, FOREIGN MATTER AND ROOTS, STUMPS AND STONES LARGER THAN 2" IN DIMENSION. 4. CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION. 5. CONTRACTOR SHALL MAINTAIN PLANT MATERIAL DURING INSTALLATION MAINTENANCE SHALL BECOME RESPONSIBILITY OF OWNER UPON ACCEPTANCE OF WORK. 6. WHERE THE LANDSCAPE WORK IS COMPLETED, THE OWNER'S REPRESENTATIVE WILL, UPON WRITTEN REQUEST, MAKE AN INSPECTION TO DETERMINE ACCEPTABILITY. IF WORK IS NOT ACCEPTABLE, REPLACE REJECTED WORK AND CONTINUE MAINTENANCE UNTIL REINSPECTION AND APPROVAL. 7. GUARANTEE ALL MATERIALS AND LABOR FOR 12 CALENDAR MONTHS AFTER ACCEPTANCE. A. MAKE REPLACEMENTS OF ALL DEAD PLANTS IN IMPAIRED CONDITIONS IN EARLY FALL FOLLOWING PLANTING. B. ADD ADDITIONALLY IN THE EARLY SPRING FOR THE SAME OR OTHER MATERIALS WHICH ARE DEAD OR IMPAIRED FROM THE WINTER CONDITIONS. 8. WITHIN 10 DAYS AFTER ACCEPTANCE, THE CONTRACTOR SHALL DELIVER AN OUTLINE OF MAINTENANCE PROCEDURES RECOMMENDED FOR THIS PLANTING FOR THE OWNER. 9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY DURING THE GUARANTEE PERIOD TO PROVIDE WRITTEN NOTICE TO THE OWNER OF ANY MAINTENANCE PRACTICE WHICH IN THEIR OPINION WILL AFFECT THE GUARANTEE IF NOT REMEDIED PROMPTLY. 10. DO NOT MAKE SUBSTITUTIONS. BID MATERIALS SHOWN ON PLANS. CONTRACTOR IS ENCOURAGED TO PROVIDE WRITTEN ALTERNATE LIST OF MATERIALS, SIZES AND NUMBERS SUBSTITUTION FOR COST-EFFECTIVE MAINTENANCE OF DESIGN INTEGRITY. 11. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO ACCEPT OR REJECT ANY MATERIAL THAT HE/SHE DEEMS UNACCEPTABLE. REJECTED MATERIAL SHALL BE REMOVED PROMPTLY FROM THE SITE. 12. BALLED AND IBURLAPPED PLANTS SHALL BE DUG WITH FIRM NATURAL BALLS OF EARTH. BALL SIZES SHALL BE IN ACCORDANCE WITH A.A.N. SPECIFICATIONS. ALL CONTAINER GROWN STOCK SHALL BE WELL ROOTED AND ESTABLISHED IN THE CONTAINER IN WHICH IT IS SOLD. AN ESTABLISHED CONTAINER GROWN PLANT SHALL HAVE A ROOT SYSTEM DEVELOPED SUFFICIENTLY TO RETAIN ITS SHAPE WHEN REMOVED FROM THE CONTAINER. 13. ALL PLANT MATERIAL SHALL BE NURSERY GROWN UNLESS OT E H RWISE SPECIFIED. PRUNING SHALL BE DONE BEFORE PLANTING OR DURING THE PLANTING OPERATION. 14. ALL PLANT MATERIAL SHALL BE COVERED AND PROTECTED FROM EXCESSIVE DRYING DURING TRANSIT. 15. ANTI -DESICCANTS SHALL BE APPLIED ON ALL MATERIAL DUG WHILE IN FOLIAGE. 16. MULCH MATERIAL SHALL BE EITHER SHREDDED HARDWOOD MULCH OR APPROVED EQUAL. MATERIAL SHALL BE MULCHING GRADE, UNIFORM IN SIZE AND FREE OF FOREIGN MATTER. 17. TOPSOIL MIXTURE SHALL BE 2 PARTS EXISTING SOIL MIXED EVENLY WITH 1 PART SPAGNUM PEAT MOSS OR PEAT HUMUS. EXISTING SOIL SHALL BE FREE OF STONES, LUMPS, PLANTS,ROOTS AND OTHER DEBRIS OVER 1 1/2 INCHES. IT SHALL NOT CONTAIN TOXIC SUBSTANCES HARMFUL TO PLANT GROWTH. TOPSOIL SHALL HAVE A PH RANGE OF 5.0 TO 7.0. 18. PLANTING PROCEDURES FOR TREES AND SHRUBS A. PLANTING SHALL OCCUR IN ACCORDANCE WITH ALL DETAILS. B. TREES AND SHRUBS SHALL BE PLACED IN THE PLANTING PIT, BY LIFTING FROM THE BALL (NEVER FORM THE BRANCHES OR TRUNK). ALL PLANT MATERIAL SHALL BE PLACED IN A STRAIGHT POSITION WITHIN THE PLANTING PIT. WITH THE MOST DESIRABLE SIDE PLACED TOWARDS THE PROMINENT VIEW (SIDEWALK, STREET, ETC.). C. THE TREE PIT SHALL BE BACKFILLED WITH A SOIL MIXTURE AS PER SPECIFICATIONS. THE PIT SHALL BE FILLED HALFWAY INITIALLY AND TAMPED FIRMLY. ALL ROPES, WIRES, ETC. ON THE ROOTBALL SHALL BE CUT AND THE BURLAP OR BALL WRAP PULLED BACK TO THE EDGE OF THE ROOTBALL. COMPLETE BACKFILLING PLANT PIT AND TAMP FIRMLY. BACKFILL SOIL SHALL NOT COVER TOP OF ROOTBALL. MULCH ROOTBALL AND SAUCER WITH MINIMUM OF 3 INCHES SHREDDED OR CHIPPED HARDWOOD OR PINE MULCH. WATER THOROUGHLY OR UNTIL PLANT PIT IS FILLED. 19. LANDSCAPE ORDINANCE REQUIREMENTS: STREET TREES REQUIRED: 19, FOR 570' OF EXPOSED EC FRONTAGE 14, FOR 480' OF OLD LYNCHBURG RD. PROVIDED: 19 PROPOSED ALONG WITH EXISTING TREES IN EC 14 ALONG OLD LYNCHBURG RD INTERIOR TREES REQUIRED: 16 (1 MEDIUM OR LARGE TREE PER 10 SPACES) PROVIDED: 16 SITE SCREENING REQUIRED: TREES REQUIRED EVERY 40' ALONG PARKING PROVIDED: 15 PROVIDED (ADDITIONAL FOUNDATION PLANTINGS WILL BE PERFORMED AROUND BUILDINGS, PLAN NOT YET PROVIDED) TREE CANOPY REQUIRED: 50,684 SF (15% OF 337,895 SF SITE AREA) PROVIDED: MAINTAIN EXISTING 105,692 SF W/ ADDTL. PROP. 33,311 SF = 139,003 SF TOTAL 2X BALL DIA. MIN. RUBBER HOSE ON EACH MAJOR STEM. ALL MAJOR STEMS SHOULD BE WIRED TOGETHER. SET TREE AT ORIGINAL GRADE MULCH; PINE BARK OR WOOD CHIPS 3" MIN. SOIL SAUCER; USE PREPARED TOPSOIL 6' MIN. WOOD STAKES 3" IN FIRM SOIL ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 1/3 OF BURLAP. NON -BIODEGRADABLE MATERIAL SHALL BE TOTALLY REMOVED. PREPARED ADMIXTURE BACKFILL PREPARED SUBGRADE PEDESTAL THIN BRANCHES BY 1/3 RETAINING NORMAL PLANT SHAPE. BARK MULCH 3" MIN. CREATE SAUCER WITH TOPSOIL 6" MIN. ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 1/3 OF BURLAP. NON -BIODEGRADABLE MATERIAL SHALL BE TOTALLY REMOVED. GENTLY COMPACT TOPSOIL MIXTURE. TAMPED ADMIXTURE BACKFILL tf`onskia Nation Plait Checklist - Vo lace ptitecd on i,,.audsc aape Plans (14anrlbtoki lily 11.1-2,84-1 11-297 for cornplete specifje,�atioits) l" R itr " ilcr h °fttots sh ail pp lit° la �t rr rasa iicc l,att: e saverl, 21"L,itnits cit ol( arirat (rruMkkf i1dplhle ortrees to he mt,ct);. �l,s;; rtrrslt a 0d typk2 ii I}°is.)kc,° .SES'$ f(ig:Y � in gi f Grade chaatl„.e s ra%CI`uir hitt tt°ee waells or walls t t'i°r poNc d tt' mehinLa, or tunneling beyond the €s`rnit°a of cl,-,ni inn" . �P, �i;as`lcrrit��s> ,I!l ttc;es;; k l bt, sa,vQ ! skr£.tgf bo ji,Kked with lar inL of ribbon at a, height oleady vlsiblQ to �gaipmeant r: pc antra,, :�,ra ,a,r�ltrt� els&4ll rs�tg�ira tliittl ,°tc trc.r tatasrl�tr.i� leas lir arat ttti�;rr,�r�ti �trral ttl�lsa�ra'wi"J ksy �t t��ettttrR� li�w�gtet�str. , }'r yt°rttaa5ti°ta Cic,ts :rrtal"t t°trace: l'r'a c I rc ;a r tat'ir to , sial ar`s teali€sra mo a ure shall be revicwcd with, Baez Contractor on site,. 4ininesit tea ttiatrsrl' �tast�r aw l cn ,y equipment, vehicular tr rktic and sttataage raiatsri.tls iisa,';ltaAn anti shl--ill not be lrt°rmittr:rl within Ilia 66ph.'ws oftrws'' to be sarvetio S, sail =:vostrarr aand steer°rrra�tri�r° ictrarticsss R3c�srtsa Swch devices sh-all not a dv-or° ty aff'ect trc os. to ba served, fl, If 01 T)ri es iary not Isr.nniLtcd within 100 fo- L oft1w driplin oftr ", to be served, , 'o `` )I vIatterirals,', 1'0XiQ rnatgriiiha shall not be Strrrod within k0.0 fect ofthe dr'tpH ae of trc',ess to lee saayed, ti, ray ctlivc l�crsriira=�° l EL s to Inc rewined within 40 or grux" lrt ;cdvity ,hal! be jvoteatecl by t:enein ,. �s�etra;;ita shard rev its. laEar u �.a,od A-ulll haw iacs cto.d a nd a plaa`r«ved by at {::;rsaaraty itsxl)eCtor° lario r,tea tr'aading or �urr5ti ti ai,a;aa., \\Tame. the t,50ti Id lr VC1 ix U'St be aai%sed wit tin the dripline; apt°"r"t tree to lay; .qr ivtd, s trees well shall be Ix-ovided itud a tMomstruotian detail .,aali rttiit�ai R,)r 4ippriiavaal. 10: True W,"srtls; .w , fl :.'w.. 4k"" , .. � a . n' � '. ,.' ,PR - °.:x. p ` °' :.: . .:3. ^"..^ „H m' "-a -':e: - ". _x „.': ➢'r'i-, ...: .. ,... f q >r.ia t. C, . [ .F ratti',1.4.4.t %€ lett C ie,i { a.. w' `. �"C�� x and "£�i''rstrsae 'i � . i1 �> c t <l tk3ii . I s�. aw€r �k,ttlitrr the ris,lglatar� � tas��" t.� � r. � a,�i, a tti„�, �`zr{l sirttil be l a... , idcit; .rra r, a t[ art st 1im,rtted for aalsliwvaai. l i. `'r°<�atctla lair a arraci't°tarsier:=l�iz "N''l ien trenching is t'a:gkllrel Nvithifi tho lialits of6,iaarittg, it �Alall ire al ne tiE I it awav Krona tlte;t'uei4s sal trQos as lios, ,,ibte, `tunneling c'q.° +raztlr�r ir.aat.c t,e;.° 4>Is�rll tai,, r.,,�t.ztrfasa°aI itr=atrr rattcrtaasti,t a�P°Irkt� it is <ata:Cl�;ai ;shad that atee��aaaa' i;ic,rsailiirt., �Fa,II slc,sttti,"*„ 4�a.ri£:r'r`=.sats:, g> l? � tM 12Cje;int I't'c:rticc,ti �r:. tt�ra�irt sla;ali l�rr ttic !rasa& Ittttas rerrt�s�,ta.�c slat;"trig tta:� tlrixal atl'e:.<arrrrlr. f3. is ,fid Vre SIDaaana Berl tree`s, shall Isar t€cutrud immediately by 1)rk s,llag, fertil aaatlon air other a ethorls recratrn ierided by to tree speialist, 01'l.e; 1k1,',QU1 L1M `rS, 2 0 LI KI JI OI 91 mini 111111111 Le 8 CONTI a (,' i° P R. C31AShR R;;N&' 't1'Rt%P ol" /06 gaga 1, of i A f,. REFLECTING TOMORROW www.balzer.cc Staunton New River Valley Roanoke Richmond Harrisonburg RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540-248-3220 FAX 540-248-3221 r O' ` * � 4 J A Kent 0 Donohue, Jr.� C,, Liic. No, 0406001683 '7 03-14-2017 cS'C,A P E A'? - U) R ii 11-- (D U U F- W Z J 0 J U U) LLJ ry 7 U) Lij m J Q DRAWN BY DKO DESIGNED BY DKO CHECKED BY WSM DATE 09-07-2016 SCALE 1"=10' REVISIONS: r 2 Q ARB Q W ISP #1 V0 015 ryo U) �(� W SDP/WPO #2 m C� z Z Z� w O Q W U) p Z >� J ii 11-- (D U U F- W Z J 0 J U U) LLJ ry 7 U) Lij m J Q DRAWN BY DKO DESIGNED BY DKO CHECKED BY WSM DATE 09-07-2016 SCALE 1"=10' REVISIONS: 09-26-2016 ARB 12-09-2016 ISP #1 01-04-2017 WPO #1 03-14-2017 SDP/WPO #2 SHEET NO. C2: of 24 JOB NO. 34160034