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HomeMy WebLinkAboutARB201800149 Plan - Approved 2019-02-05 FO F-73 P18 E• 14'-9" 1 6' 3 1/4" (%2=e11 40"Cladding 221-6" 14'-11 3/4" 1 �p r 5 NC S This document is the sole property of Architectural Graphics,Inc., and all design,manufacturing,reproduction,use and sale rights regardingt ther same are expresslyforap forbidden.e,is d the r submitted under a II / \ l} confidential is document for a special purpose,and the recipient,by ( ;1) accepting this document will not be copied or reproduced in whole cts or In part,nor Its contents revealed In any manner or to any person MI except for the purpose for which It w s tendered,nor any special L I N C O L N features pecufar to this design be incorporated in other projects. Title: F-73 P18 Customer: Ford Architectural Graphics, Inc. 2655 International Pkwy.,Virginia Beach,VA 23452 Date: 9/30/11 Drawn by: N/A PHONE:(757)4271900-Fax(757)430;297 www.AGISign.com Customer Rep: N/A Scale: 1/4"=1' - / /1/�II Architectural 3M 'Ford Blue' is Pantone PMS 294C. NOTES: � CI In orprg ncorporated 1. "FORD"COPY&ACCENT RING TO BE EMBOSSED 1/2". 2655lydemational Parkway 2.APPLY PRE-MASK TO FIRST SURFACE OF FACE AFTER P.O Boa 9175 This sign shall have a non-illuminated, opaque background (zero light transmission FORMING TO PREVENT SCRATCHES. Vero,(757)427_1V 4150 900 background). Only the text shall illuminate. 3.ALL GRAPHICS TO BE SCREENED SECOND SURFACE. Project Me OD Sign Type F-73-OBS , r 2-5 5/5" / Drawing Type 3'-3 5/5" 8'-213/16" 3'-2 5/8" 2'-1^ ELEVATIONS Date 08.30.13 a a AOI EON M.SMITH Leed Drafter ELB 9 1/2"EMBOSSED ACCENT RING TO SE Din By NJC SPRAYED GRIP-GUARD BCTR 110 WHITE' PROM Mgr.J.OVERTON N- General Sign SpawNloatlone ❑Interior ■Ertedor Single Faced ❑Double Faead i0 THERMOFORMED.177 CLEAR BD R POLYCARDONATE FACES ARE ❑Non-Illuminat.d Intv SPRAYED GRIP-GUARD BCTR'FORD BLUE' .Illuminated in T). TD 120 Vohs _ ArnpnlN-) m ❑277 Veks Ampals/-) 1/2"EMBOSSED'FORD'COPY TO DE SPRAYED GRIP-GUARD BCTR 110'WHITE' AanpN•/-1 a- IIII IN U/L Listed El Non U/L Listed Location '� Windload 90 MPH/2000 INC d) Area Weight 16 GA.5.5.RETAINER TYP. Drawing Revisions II15 GA.5.5.PANELS TY?. 111 lin !A DraWn By Date Change a 0\ A A C1 \ FRONT ELEVATION ( 2 l SIDE VIEW F-73-OB5.1 J 1/2" 1'-0° F-73-055.1 J 1/2" 1'-0" Q A A A A A RECESSED DISCONNECT SWITCH A 0 0 / 1 is GA.5.5 ACCESS PANELS ft ewer. """"^'�""""'�'"""'_'^ 0 .a...w.w..„....... \._ ) \• Approved By M.SMITH• Date Approved Code Type C I 3 l BOTTOM VIEW 12557 A F-73-085.1 1/2"=1'-0" Job Number Sheet Number Rev. F-73-OBS.1 I A 8" 1'-5" 6 7/8" 1'-4 3/8" 1'-3 7/8" 1'-7 3/4" 1'-7 3/4" 1'-3 7/8" 1'-4 3/8" 6 7/8" 1'-5" 8" // V I I G P posted r r OFuriUWHT MATERI(UNLESS OTHERWISE TE (UNLESS OTHERWISE NOTED) zees International Parkway STEEL SHAPES-ASTM A36 P.0 Box 9175 N 2"X 2"X 3/16"ROLLED STEEL STEEL SHEETS-ASTM A591 Virginia Beach,vn 23450 TUBE FRAME STEEL TUBES-ASTM A500 GRADE B (757)427-1900 ALUMINUM SHAPES-6063-T5 Project Title : // / // 2"X 2"X 3/16"STEEL TUBE ALUMINUM SHEETS-3003-H14 ..F \\\ CROSS SUPPORT MO NOTE: ♦ 1 1/2"X 1 1/2"X 3/16"STEEL ANGLES 1.)ALL STEEL SHALL BE SHOP PRIMED \ 1 I WELDED BETWEEN STEEL TUBE FRAME Sign Type -ALL DIMENSIONS TAKEN TO BACK F-73-OBS LEG OF STEEL ANGLES Drawing Type C1 \ PLAN VIEW STRUCTURAL ELEVATION F-73-OB5.2) 1/2"=1'-0" Date 08.30.13 14'-2 3/4" ROLLED TUBE / AOI EBB M.SMITH 7-107/8" 4'-21/2" 4'-21/2" 7-107/8" Drawn NJC Lead matterELB 5 1/2"%3 1/2"X 3/8"STEEL TOP PLATE By JC 4 ,r / Wl 13/16"9 T uRU HOLE 'OD project Mgr.J.OVERTON e OF UPAGHTS WELDED TO TOP OF STEEL UPRIGHT - ---, rr&CROSS SUPPORTS f OF UPRIGHT General Sign SpeNDutbna \ \ J : _______________ 12 GA.STEEL SUPPORT BRACKET ❑Ior ■11 P WELDED TO ROLLED STEEL FRAME �,. O Single F,o.d ❑DogN.Fawd �IlluminatedI 9 I� 3/8"6 STEEL THREADED SAG ROD i an v.5. gradate/4 N 2"X2"X1/4"X2"LONG STEEL ANGLE ❑an Volta AmwN/•1 Ampe(H-) 2"X 2"X 3/16"ROLL FORMED STEEL TUBE FRAME 1119 ILL LIeMd ❑Non U/L Listed ID a� �- 5"%3"X 1/4" Location STEEL UPRIGHT t. Q 1MYtdWa�lH/>a00k Arra MOM i. 1 1/2"X 1 I/2"%3/I6" Drawing jyyyyM i STEEL TUBE UPRIGHT Drawn y Drag Change O 1 1/2"X 1 1/2"X 1/4"X 3" A N 1 LONG STEEL ANGLE a J I 1/2"X 1 1/2"X 3/16"STEEL ANGLES . �' WELDED BETWEEN STEEL TUBE FRAME41 7/8".0 THRU HOLE t✓ n I I dy i \_JI 3/4"STEEL PLATE ' , C-73- 852 .2 1 FRONT"ELEVATION F vz"=r-o 4 l CENTER UPRIGHT p F-73-055.2 1/2"=1'-0" I an •Inn •••Ma r."`...a�."s mono now rewne.v.,rw•sw�w ..ander me,.tie IT 8" 1'$" TTan5500rT1lII 77/8' 2,11/16" 10S/16= 5-3 3/4" 1-3 3/4" 10 3/16" 7-11A6" TI 77/8" 5-5" TI 8" aped peoll.p.. " gym �� "IMI"wwwwww in le*or In pork nor re cent* \ I I I i I le- 2"X 2"X 3/16"ROLLED STEEL Approved By M.SMITH TUBE FRAME Date Apprmr.d $g at" I . - 2"X 2"X 3/16"STEEL TUBE co I Type I CROSS SUPPORT 12557 A . 1 1/2"X 1 1/2"X 3/16"STEEL ANGLES • I I I I WELDED BETWEEN STEEL TUBE FRAME Job Number -ALL DIMENSIONS TAKEN TO BACK C3 l BOTTOM VIEW LEG OF STEEL ANGLES F-73-OB5.2 J 1/2"=1'-0" Shoe<Number Roe. F-73-OBS.2 I A 7.13/8' 7-13/8" Architectural r r r �l„II ic MATERIAL SPECIFICATIONS: C1 Incorporated 5'-17A8" 6-17A8° (UNLESS OTHERWISE NOTED) 2855 Intentional Parkway / r / r ' STEEL SHAPES-ASTM A36 P.0 Box 9175 STEEL SHEETS•ASTM A591 Virginia Beach.VA 23450 7-8 VS" 2'-81/8" STEEL TUBES-ASTM A500 GRADE B (/57)427-t900 r ALUMINUM SHAPES-6063-T5 project Title OF 12 GA MOW 6 C C ALUMINUM SHEETS-3003-H14 4130 I -I i - - t- I.— 2"X 2"X 3/16"ROLLED STEEL NOTE: TUBE FRAME 1.)ALL STEEL SHALL BE SHOP PRIMED Sign Type — e 12 GA.STEEL SUPPORT BRACKET F-73-OBS - WELDED TO ROLLED STEEL FRAME Drawing Type r I - 1 11/2"X11/2"X3/16"STEEL ANGLES STRUCTURAL ELEVATION - - WELDED BETWEEN STEEL TUBE FRAME -ALL DIMENSIONS TAKEN TO BACK LEG OF STEEL ANGLES Date 08.30.13 C1 1 PLAN VIEW ADI FOR M.SMITH F•73.01558 1/2"=1'-0" Lead Drafter ELB M' yn5• Drawn By NJC 3"X 3"X 3/8"SPACER PLATE WELDED Project Mgr.J.OVERTON TO STEEL TOP PLATE 2°X 2"SX1/4"THREADED SAG ROD 1'-111/4" 5 1/2"X 3 1/2"X 3/8"STEEL TOP PLATE l 2°X 2"X 1/4'X 2"LONG STEEL ANGLE General Sign Specifications VP __ _ _ W/13/16".0 THRU HOLE 1 e----F- 1 1/2"X1 1/2°X 3/16° Interior IIIExterior WELDED TO TOP OF STEEL UPRIGHT I I STEEL TUBE UPRIGHT ■Single Faced ❑Double Faced 12 GA.ROLLED STEEL BAR a I 3/4,10 A663 HEAVY HEX NUT I I - -- FOR SHIPPING SUPPORT iy I ❑Non-Illuminated S. S. �r�I� -SEE SHIPPING STANDS PG8 _ _ WELDED TO UNDERSIDE OF TOP PLATE I Y%Y X 3/16"ROLLED STEEL U Illuminated � fa I I 2"X2"X 3/16"STEEL TUBE I TUBE FRAME ttt�, l I LJ / MO Void A,np4e/-) 1'-5 15/16"RADIUS e1 - CROSS SUPPORT n 0 777 Volta AmPais/-) —Ir��— 12 GA.STEEL SUPPORT BRACKET I 2"X 2'X SAG'ROLLED STEEL 1 I WELDED TO ROLLED STEEL FRAME i mea(s/-) roroF I TUBE FRAME t/ f u/L LBW El Non U/L urea \ ANGLE I 3/8"0 STEEL THREADED SAG ROD — i Waal. 2'X Y X 1/4"X Y LONG STEEL ANGLE S/16"STEEL TUBE yyy�gb 9O MPH/soon IBC - - - c CROSS SUPPORT Ana Wit O 5"X 3°X 1/4•STEEL UPRIGHT [Mewing �' ( 3 1 BLOW UP DETAIL (F-73oass) BLOW UP DETAIL .�� 1 1/2"X 1 V2"X 3/16"STEEL ANGLES ` J - 3/16"=1" Drew/)r MY Change WELDED BETWEEN STEEL TUBE FRAME F-73-OB5.3 BLOW =1" m Ia X,-- Ill/ - r 10" r a h 2"X 2"X 3/16"ROLLED I�- - - -` rIli 41/4" 11 �GUSSET/ STEEL TUBE FRAME I I I1/2"X11/2"X1/4'X3" �f \ e01TOM L I LONG STEEL ANGLE 1/2" T 1 1 21/2" of AIIGLE I I OF THRU HOLE f I 2"X 2"X BE F - O e--- 1 3/8"8 HOLES FOR 11/2 1" \ .� STEEL TUBE FRAME 1 1/8"8 MOUNTING HARDWARE . OI�ID■ 3/4"STEEL PLATE ray larbl.en.h kw*Alba,under, 1. 1m.7 '7i 5 = ( N 2"0 THRU HOLE 1 STEEL UPRIGHT p STEEL TUBE UPRIGHT LII T 0 IIMENIMMEM i \ I 1 e 3/16"STEEL GUSSET 1a)- • - +-1-- 3/4"STEEL PLATE F 73 055.3 REO.O Approved By M.SMITH 'i, \ 7 1 GUSSET DETIAL Date Approved 6 l BASE PLATE DETIAL J 1/e -r, cede Type BLOW UP DETAIL F-73-o5s.3 B"=r' a 12557 I A Cz 1 SIDE VIEW F.73-035.3) 1/8""=1 F-73-OB5.3 Job Number Sheet Number Rev. F-73-OBS.3 I A MI Architectural � `.'. Grh Incorporated 2655 International Parkway P.0 Box 9175 Virginia Basch,VA 23450 (757)427-1900 Project Title 18 GA.5.5.PANELS Sign Type AIIIIIIIIIIIIIIIIMIN 18 GA.5.5.RETAINER F-73-OBS Drawing Type 118"ALUM.RETAINER CLIP STRUCTURAL ELEVATION I 3/16"POLYCARSONATE LUG TYP. U� Date 08.30.13 THERMOFORMED 56100VIIIIIZI U CLEAR POLYCARBONATE AM FOR M.SMITH I Lead Drafter ELB Drawn By NJC Project Mgr.J.OVERTON General Sign Specifications E Interior .Exterior simmi1 Millianall -.Ili Milk.- •1 m ���. •Single FaeM ❑Double Faced 111711Z MO ono O rirt I I ■,■ E NoNon-illuminated.illuminated ,gIsiL • A mps(M-■,■ •Locati_!-m �- I ' I ■,■�I I , .' Ater WekM . Drewny Revislens IIVI IWI .1. A Drawn By Dab Champ _._ : % MINIM 1 MIN C1 STRUCTURAL ELEVATION OW2 ) SIDE SECTION 0 F-73- 85.4 F-7 B 4 " - " ""R..!rwr""".• 3 5 is o m. we.nv�. �,�- • 1/16'AIRCRAFT CABLE W/STAKE EYE _ _w.d""e' E-- CONNECTION o�..."�I.. . 111. g nla -(2)REO'D PER EACH ACCESS DOOR :' "".to v.e"..rt L. aua b°'°,z.: :�w a. iliff POP RIVET GABLE TO BOTTOM Approved By M.SMITH 18 GA S.S.PANEL Date Approved Code Type 12557 I A Job Number Sheet Number Rev. F-73-OBS.4 I A \III Architectural �i/�(`- Graphics Incorporated 14'-9• 2'-I" 2655 Intematlonal Parkway P.O J. or / ,, 5 Virginia Beach,ach,VA VA 23450 (757)427-1900 8'-101/2• Project Title Sign Type® \ ,—f �� F-73-OBS Q Drawing Type BTRUCTURAL ELEVATION Date 08.30.13 AGI EoR M.SMITH O Leaa Drafter ELB it Drawn By NJC 9 project Mgr.J.OVERTON General Sign Specifications ❑Interior •Exterior •Single Faced ❑Double Faced Non-Illuminated •Illuminated \ ■277 vow Amps14-) a ❑277 vow An1pNv/-) Ampa(4-) •U/L Llated 0 Non UA.wad C 1/2"=r-0'1 \ FRONT ELEVATION F-73-OB5.5 rrNmlew go MPH/sooB lsc 2 -. SIDE VIEW A.. w«°M f-73-OB5 5 Dra'`IB Revisions Dawn b Dab CMnge A 2,1" a. 31/4• 1'-6 1/2" 3 1/4" i _ :::::::: ::' 1'-8 3/8• 2.3 7/8" 2-37/8' 1'-8 8/6• r CUTOUT 'r CUT OUi . a� Q L OF CUTOUT rr omens wrrr4wrv—rrrw, ieRvemer wawa.rrrrrrr4wewrw • / . norm*.a arr armerr• r \ 4 TYP.SECTION ':.""`". "r'• Nabovo icrh t oil F-73-065.5 1 �. omn�rrwr.\ ae ...r other protect.. *Si \ Approved By M.SMITH 1 lb CA.5.5.ACCG!4ANEL5(2)REQ'D Date Approved 10 1/2" 111 Cad. Type 12557 ' A ( 3 1 BOTTOM VIEW 7/16 HOLE Job Number F-73-055.5 1/2"=1' 0" Sheet Number Rev. F-73—OBS.5 ' A f II Architectural 13/16" rc IGraphicsncor ated NOTES: por 26551ntemabonal Parkway 1. "FORD"COPY&ACCENT RING TO SE EMBOSSED 1/2". --------- ---- ----� P.0 Box 9175 2.APPLY PRE-MASK TO FIRST SURFACE OF FACE AFTER T - -' Virolm.Beach,VA z5e50 FORMING TO PREVENT SCRATCHES. (75t4171900 3.ALL GRAPHICS TO SE SCREENED SECOND SURFACE. tv Project Title® i. tD Sign Type F-73-OBS to 1/2° Drawing Type FACE DETAILS Date 08.30.13 \ ADI EoR M.SMITH '---. Lead Drafter ELB Drawn By NJC 1/8"RADIUS TYP. Project Mgr.J.OVERTON i F-73-OB5C 3 l PLAN SECTIONG°""°'s'°"S°"" °"°"° 6 1/2"=1'-0" E Interior ■Exterior ▪Single Faced ❑Double Feyed E Non-Illuminated ▪Illuminated 120 Volts Ampe(o/-) --- — ❑277 Volts Ampe(o/-) 14'-23/8" C 4 SLOW UP DETAIL _Amp.(./-) 'y F-73-0B5.8 J 8l8"s 1' In u/L u.e.d ❑Non U/L Listed Location 81/4" 7 ./' 1ARndbaO 90 MPH/2006 IBC _ © Area Weight 14117 Drawing Revisions \ \ _ _ �^ a I `) Drawn By Dab Chow.yy _ !! I ea III X 3"POLYCARBONATE LUG TYP. ve 1 Il11 i . EDGE1111111 RMED.177CLEAR q 'W I POLYCARBONATE FACES ARE 0 SPRAYED GRIP-GUARD BCTR'FORD BLUE' -BACKGROUND TO BE SECOND SURFACE Aecu..a..a r,rrewle.011•1� r°:.mw W.W.I*dew weaww r 1/2"EMBOSSED 1"ACCENT RING TO BE a^ ......�aY•••••••M.• \ SPRAYED GRIP-GUARD BCTR 110 WHITE' ++~�...rw..w.°::.a 11111, a sonme gat this&affirm.1 not.6 666.6 6, \. ........--.,,........,......... 1/2"EMBOSSED'FORD'COPY TO BE „q,,,�,,,,,,,,.,,",r°,°," BC SPRAYED GRIP-GUARD TR 110 WHITE' i —�— —- -COPY TO BE SECOND SURFACE Approved By M.SMITH Date Approved C1 1 FRONT ELEVATION ( 2 1 SIDE VIEW Code Type F-73-065.5 1/2"=1'-0" F-73-085.6 J 1/2"_,-o. 12557 I A Job Number Sheet Number Rev. F-73-OBS.6 I A Mill Gpi Architectural 8' 1'-4• 3'-178A6' 86A6' 96n6' S'-tt 8A6' 1'-4• g• �,/�(`�'r Incorp r 'RACEWAY" RACEWAY ' /RACEWAY/ "RACEWAY RACEWAY "RACEWAYIncor Parkway Cr) 2655 International Parkway 41/2" 41/2" P.0 Boo 9175 -,,--/--/—_,_ Virginia Beach,VA 23450 (757)427-1900 C OF LAMP C - - Protect ONO \- / Sign Type r= 1 I o F-73-OBS \ m IO Drawing Type Z ELECTRICAL r- r- a \ / Date 08.30.13 gD II o I I m O II AOI Eon M.SMITH Lead Drafter ELB \ T7 I- '� / Drawn BY NJC O o f J I I Project Mgr.J.OVERTON 9 0 � a m n a Si r I I I General 81gn SpeelBgetlom .< ❑Int.rbr •Exterior •Single Faced ❑Double Feeed O m of ❑NaHlluminWd \ / •Illuminated rp •120 Volta Amp.(./-) a m O Is LAMPS DHO FLUORESCENT ❑277 Volts AAmpo(N •U/L Listed E Non U/L Listed . Loader G (4)F647I2 DHO FLUORESCENT LAMPS Wlnaload go MPH/zoos IBC _, ir ✓ /—\ Area Weight I.\ -- Drewing Revisions (2)EESB-1048-26L 120.277V (4)F48712 DHO FLUORESCENT LAMPS Drawn By Day Change ELECTRONIC BALLASTS 1/2•LIQUID T1TE CONDUIT ALUM.AGILIGHT BANK RACEWAY i MOUNTED TO STEEL ANGLES _ _ .090"BRAKE FORMED ALUM.BRACKET PROVIDE 2'ELECTRICAL LEADS TO I���� MECHANICALLY FASTENED TO STEEL FRAME OWNER PROVIDED POWER SUPPLY ��1" W/#8 TEK SCREWS TYP. 1Pi , C 1 \ ELECTRICAL ELEVATION —�- / RECESSED DISCONNECT SWITCH •� w.r.•s•a.r••a.• W/LOW PROFILE J•SOX POP RIVETED TO ••er:rr-�+ww.mer*.a 10' 2• 10" .090"BRAKE FORMED ALUM.BRACKET wa..boau•m.Paw•••••••••••• y ua.aaereY�.�•�r�••.0. r.\ T .090"BRAKE FORMED ALUM.BRACKET Approved By T M.SMITH MECHANICALLY FASTENED TO STEEL FRAME Date Approved WI#8 TEK SCREWS TYP. ype Oto RECESSED DISCONNECT SWITCH Code 12557 'TA W/LOW PROFILE J-BOX POP RIVETED TO .090"BRAKE FORMED ALUM.BRACKET Job Number C2 1 BRACKET DETAIL F-73-035.7 1/4"=1'-0" Sheet Number Rev. F-73-OBS.7 I A IIArchitecturalap Graphics Incorporated 10' 6'O" 28551Mernational Parkway P.0 Box 9175 V'aginia Be)427-V023450 (757 a Nt Peeled Title C4 X 5.4 STEEL CHANNEL TYP sign Type F-73-OBS 4 :11114;ii..)11:1111111110 C4X6.4 STEEL CHANNELDSF:31 TypeSUPPORT WELDED TO SHIP TDSNIP STAND C $ STANDS n 111111111 n Date 08.30.13 � F• AGI Err M.SMITH ' Lead Draper ELB Drawn By NJC --- Project Mgr.J.OVERTON llI II OM General Sign Specifications a -.—.. �mim..i..imonimT! � ]Interior .Exterior ss Single Faced 0 Double Fated I FRONT ELEVATION 2 SIDE VIEW ]Nan-IlIumbiat.d (P-73-O35.5) 3/8"=1=-0" G-73-055.8) 3/5"=T-Q" ■Illuminated III 120 Volta Ampelo/-) S'40" E 277 Volta AmPNs/-) 5" 6..0" 6" ■U/L Listed ]Non U/L Listed I 4' / Location Wlndlead 90 MPH/2006 IBC 10" 4'-2" 10" Arse maw / / Drwleg Renleiene 1'-61/8" 101/4" Drawn By Data Cl omp TT r ismC4 X 5.4 STEEL CHANNEL TYP. Ita - tv �'.� 1 3/S'BTHRU HOLES jr, h i . N tV II n.r i tar r d t/8' I TYr 1/8' it TYP. ma ant I.um*row.of Arcbilectural rnn,w,inn,uw MY*ill...wemw.... er.o.ruer iw.�. ".W.m'`�wm` 6'-0" r-I0• .r.._.:.,bn;° a.e.a. / / / / / // rfP Tyr Approved By M.SMITH 3/5"RADIUS TYP. T Date Approved I I (] —`-1- I�-M1 Code Type 12557 I A C3 l BOTTOM SHIPPPING STAND DETAIL Job Number F-7Y035.8 1/2".1.-0" Sheet Number Roe. F-73-OBS.8 I A CP '.t c1u V a l l oy Ford Sign Location Exhlblt SDP20I70002I I I/01/2018 1 Column of I '. • freestanding ---- • .O .---:a jIIIIIIIIhh J{ i� ,' :di' °sign 7 X D � + �NINn` if, . , • �, $$! it i .- Illak\N �° o N 112) 1 l• a E, a " -- ,, ,, ;�,,` Approx , to at ion - ! Ex. Sewer Lateral,,s1 I _____ _ Nii ti.'- � `1 / 4/. A. + T t +.D, s S- l:,'N 1, '•�,� t▪;�. . ----tit * A .1.:• 1-.. ... . A ,.. )0 - ---------..___ • 17 ' , '.r •+. --- _ --- -- 1 0 S. I 0 di { -------------------- P: ' .. 4 ._. >Z i i - /1I . . n. .. , i., :. .., _ tfl MIN MIN 111 OV7fr-1 4 p 11M --------_____ 4...:,,„,wio — :4.k, MI i MIN 4) I MIN IF Ira" ,m,%..„ __, „t .7.":' / A I thillaill I- ____________ 111111111111 •' \ 14Meta ( el ., ,, 7-44r--. 1 . fli _ ----- -- —.., IP, elL : .,. 1 ,...i .,, r} r=:ti c---------t:4--.11___....,..b ,-A,',)'- - 7 ertrAw.4.----- ___! 1 O SANS _ SAN S V ; gal ', • � 1 c? t�_, � SAN�SAN_SANI Svnlj � , -- N t &WIYIP ENGINEERING, P.C. %o' ENGINEERING-LAND PLANNING-PROJECT;MANAGEMENT 20 0 20 40 60 ■ • ■ ■ ■ MIIMM i912 E HIGH ST. 2ND FLOOR PHONE: (434) 227-5140 • • ■ • • CHARLOTTESVILLE, VA 22902 JUSTINOSHIMP-ENGINEERING.COM Scale. 1 "=201