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04-102113
City of'Federal Wan Sign Permit#:04 - 102113 - 00 - SG Communityunity Development Services 33530 1st Way S Federal Way,WA 98003-6210 O 2 Ph:253.661.4000 Fax:253.661.4129 Inspection request line: 253.835.3050 Project Name: COLUMBIA BANK Project Address: 33370 PACIFIC HWY S Parcel Number: 797820 0050 Project Description: Install new,free-standing pylon sign. Owner Applicant Contractor COLUMBIA STATE BANK PLUMB SIGNS INC*CONNIE DUFFEY* PLUMB SIGNS INC*CONNIE DUFFEY* PO Box 2156 909 S 28TH ST 909 S 28TH ST TACOMA WA 98409 TACOMA WA 98409 PO Box 2156 !Tacoma,WA 98401-2156 (253)473-3323 Comprehensive Plan Designation Community Business Zoning Designation BC Free Standing Signs Registration# Sign Type Illuminated #Sign 'Setback Sign Face Sign Face Sign Height Base Height Landscape Are Faces (Ft.) Width(Ft.) Height(Ft.) (Ft.) (Ft.) (Sq.Ft.) L J A 04-0076 Pedestal Yes 2 18 7 4.25 12 7.75 100 PERMIT EXPIRES December 20,2004. Permit issued on June 23,2004 I hereby certify that the above information is correct and that the construction on the above described propert3 the occupancy and the use will be '- .ccor. ce with the laws,rules and regulations of the State of Was ' gt. the City of Fe.eral Way Owner or agent: -. Date: 23 _ //- "7-d / amC its OSS/�s 51 S63, Ie/ • THIS CARD IS TO REMAIN ON-SITE CITY O Community Development Inspection Record Federal Way IVR INSPECTION REQUEST PHONE # (253) 835-3050 PERMIT#: 04-102113-00-SG Owner: PLUMB SIGNS INC Address: 33370 PACIFIC HWY S FEDERAL WAY, WA 98003 This card is part of your required inspection documents. Scheduled inspections may be failed if this card is not on-site. DO NOT LOSE THIS CARD. Inspections are listed as close to sequential order as possible(read left to right,top to bottom). Please schedule inspections as appropriate. Work must not be covered until it is approved. Check with your inspector if you are unsure about any of the inspections or the inspection sequence. On-going inspections are logged on the back of this card. 13-*--- Footings/Setback(4110) ❑ Final-Electrical(4055) ❑ Final-Sign(4085) Approved to place concrete Approved Approved B�xc5 Date/D _p 4 By Date By Date 0 Attachment(4010) Approved By Date RECEIVED A MAY 7 �pp� SIGN PERMIT APPLICATION �� G EDEIZAL CITY Y n,=F fIERAL way APPLICATION NUMBER: Q L1 LQL L13 oO uV F75, EU!!-G)l;NC; EEo . T. **The following is required information—Please print(in ink)or type** • PROPERTY INFORMATION SITE ADDRESS: 33370 Pacific Highway S ASSESSOR'S TAX/PARCEL#: 7978200050- LEGAL DESCRIPTION OF SUBJECT PROPERTY(ATTACH SEPARATE DESCRIPTION IF LENGTHY): • PROJECT INFORMATION TYPE OF PROJECT(Check all that apply): ❑ PERMANENT ❑TEMPORARY X❑ NEW ❑ALTERATION o REFACE ❑EXEMPT NUMBER OF SIGNS APPLIED FOR WITH THIS APPLICATION: 1 PROJECT DESCRIPTION(Provide detailed description): Install freestanding pole sign. _ BUSINESS/TENANT NAME: Columbia Bank • PEOPLE INFORMATION SIGN OWNER: NAME: DAYTIME PHONE: Columbia Bank 053 ) 471 - 4092 MAIUNG ADDRESS(STREET ADDRESS;CITY,STATE,ZIP): 5210 - 74th St. ET , Suite B, Lakewood CITY OF FEDERAL WAY BUSINESS LICENSE NUMBER: EXPIRATION DATE: / CONTRACTOR: NAME: DAYTIME PHONE: Plumb Signs Inc. ( 253) 473 - 3323 MAILING ADDRESS(STREET ADDRESS;CITY,STATE,ZIP): EVENING PHONE: 909 S. 28th St. , Tacoma, 98409 ( ) - CITY OF FEDERAL WAY BUSINESS LICENSE NUMBER: FAX NUMBER: 19 98 -105516 00- BL ( 253) 472 -3107 CONTRACTOR'S REGISTRATION NUMBER: EXPIRATION DATE: (Copy required) PLUMBSIO.Z7DS. 11 / 10 /05 APPLICANT: NAME: DAYTIME PHONE: Connie Guffey 053 ) 473-3323x13 MAIUNG ADDRESS(STREET ADDRESS;CITY,STATE,ZIP): EVENING PHONE: 909 S. 28th St. , TAcoma, 98409 ( ) - N CONTACT FOR THIS PROJECT: FAX 5 3UMBE)R:472_3107 72-3107 o PROPERTY OWNER XXPPLICANT o CONTRACTOR E-MAIL ADDRESS: connie@plumbsigns .com • **TEMPORARY SIGN APPLICATIONS ONLY** TYPE/PURPOSE OF EVENT: DATE OF INSTALLATION: DATE OF REMOVAL: TEMPORARY SIGN TYPE: o BANNER o INFLATABLE o PORTABLE ❑SEARCH LIGHTS/BEACON NUMBER OF EACH TYPE: PROJECT DETAILS PROPOSED NUMBER OF WAL SIGNS: PROPOSED NUMBER OF FREE STANDING SIGNS: 1 TOTAL ESTIMATED PROJECT COST: 3,400 NUMBER OF TENANTS/BUSINESS SPACES ON PROPERTY: 1 ■ TYPE OF SIGN(S) (Check all that apply) PERMANENT FREE STANDING: = JdONUMENT o OTHER =PEDESTAL o POLE o TENANT DIRECTORY NUMBER OF EACH TYPE: X PERMANENT BUILDING MOUNTED:o AWNING o CABINET ❑CANOPY o CENTER IDENTIFICATION(CID) ❑CHANNEL LETTERS NUMBER OF EACH TYPE: o MARQUEE o OTHER ❑ PROJECTING o TENANT DIRECTORY NUMBER OF EACH TYPE: • DETAILED SIGN INFORMATION FREE STANDING SIGN SIGN AREA(SQ.FT.) ILLUMINATED?: REFACE? PART OF CID TOTAL SIGN BASE TYPE WIDTH X HEIGHT X#OF FACES NO/INT/EXT YES/NO SIGN? HEIGHT(Fr) HEIGHT(FT) A Pedestal 4 ' 3"x7 'x2=59. 50 Int No No 12 7 ' 9" Pedestal 2 'x5 'x2=20 Int No No 12 7 ' q" C STREET FRONTAGE(Fr): BUILDING MOUNTED ILLUMINATED? SIGN AREA(SQ.FT.) BUILDING EXPOSED BUILDING SIGN TYPE NO/INTERNAL/EXTERNAL WIDTH X HEIGHT X#OF FACES ELEVATION(N,S,E,W) FACE(SQ.FT.) A B C D E • DISCLAIMER/SIGNATURE BLOCK I certify under penalty of perjury that the information furnished by me Is true and correct to the best of my knowledge,and further,that I am authorized by the owner of the above premises to perform the work for which the permit application is made NAME/TITLE: _K2 :,/*/ DATE: 5/6/04 SIGNATURE NAME(Print) Constance R. Guffey PRINT 's f0 •1 • D/F illumanted sign with plex faces 4' 3" Columbia Bank 4 3/1›.' A .5o0 s" . 1 1 12' 2' : time and temp unit 6 it,-.0 3 /a 0' I 1 7,9N t 6.. pipe " 5' Pole Cover ----"------11 pato, coo e{ i et.e... C., F6.,# I insert adaptor rings and �- I �jWABO certified weld v 2A z9L, 1 ( E- 8" stub pipe set in "r"*"/'g, lHsptc.-1-ioA `r,c,oQ concrete be.Tr+r G p o c...r:V Co,Ac_risco�T , e_____3, 1\()X4 E'• .5r.„r..o .4.,C3 n it ..C; i134 w ilR' 1 J46� \lkac1 C o -1111 CAP PLATE A36 p. � ; 133/8' THICK 11 1) TI CI • (:), , 1 1 NE.37„,_ , \-„, 31 in x 1„ i k?\° x a ,i PIVG WELD 4 PLCS. �e FE trl.;178G. EACHRING �w�, 1I � ,\ Z PLATE A36 TTOCK ) i�AY 2 7 20( cl12,j1— 0 r A CITY OF FEDERAI Z o .1 ' .5c,,e„ /ib BUILDING DEF tai+ SPLICE DETAIL N -a” o 0 A . , • ©2000 .,:•:•„•:„...,.„..„:„.%%%%%%.„•:•„,„:.%%%%%%%%%%%%%%%%::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::,..:,.,•„.::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: Center Pole Installation - Base Calculations Calculation Factors 1. Height (H) /l' Width (W) 7 Area (A) 2. Design Wind Pressure (PSF) Exposure C = f 0 @ A.2_, Height above ground. P -_,. PSF (see below).. v.3,7, x (A) ,57 = /- ,,,23.0P2 Lbs. Pressure (PSF) / Height Factor 0-15 = 24.34 20-25 = 25.94 25-30 = 21.32 30-40 = 28.24 40-60 = 30.08 60-80 = 32.83 3. Height to center of windload (H) /0 4. Bending Moment (M) . (P) _/,,cc.23 ,5 x (H) _ /0 = (IVI) _/4,-.-19 9.00 Ft. Lbs 5. Section Modulus (Sx) =__- Mx 12 .1-- 1.33 x 16 x 1000 et1.12 8.0 Sx Definitions: 12•Factor to change to inches 1 33- Windload factor(UBC) 16 Steel Standard Factor 1000 Factor(fingineeling) Base Schedule VSNSS117r1SX)33N3SY,SS.1!•11rSS1S}51.1/!•',1}7,1W.Y.,11!•:'rS!..13515,,Y,SN:•!..NWY,!..Y.:,..,!r1.!?,!•!,,NY•!•!-Y,Y4 Standard Pipe Pipe Size Thickness Measure - A/B Measure - C Pipe Size Weight per ft. Sect. Mod. 2" .0154" 1'6" 2' r 2" 3.652 .5606 .- ' : if 3„ . . 24 .0257 1'6" 3' --- 4" 10.790 3.214 6" .290" 3 0 4' 6" 18.974 8.496 8" .277" 3' 5' 8" 23.554 16.81 10" .297" 3.5' 6' 10" 34.240 25.57 12" .330 4' T ';':. 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Jt..1.2.... : I `I of ; , j ' • • 1 1 • 1 ' 1• 1 1 , I 1 1 ` 1 '. ,• 1 1 , . •, , ,. •1 ' ' 1 1 1 , /. '1 1 1 , , •' ,, • • •,.•' , ' 1.•:,. , (1r,..1.,. . .„..1. •1..,„.,1 1 .. • 11 `,11.1 . 1 .j.' ,•1. .' , ,•• .. 1•• • • I .•• a ..... . •. 11'•• I. 1• ; .'•. .. .....% ' '•• •• '•',. 1 ',,.,. ,1' .',.', 1.,'Ir O 41........1, 1 ,' //.� ,i, • L ' • 1 '1 4.114.4.1: � r�I • 1 , ,,'•' . I • ,• .',J..: ',ij • , '' , • , , „ • ,''• 1 .• 'I II1 I . 1.11 • '. ' '•1'1,,.• ' lc 1 , 1 11 1 •i•' • I ', 1 . .I• , • • • , . ' •T. S 1 ' ..... • ' S.,n,. + O.I'S . *4 4f ';-, 4- ''! i .A tw. .1•...'......1' ,,',-:;e:,,,-,".. ' •1 ' '.1. ' • .11" 1 ♦ 4 .'. • 6 ; , '1 , • I I. ; •,, 1 I. ' , •• .,. ' , '• �%4 4,��. . .-; 1 . . 1 2 I 3 . 4 I 5 I 6 ' II " 1 ' i . I ', G 72+26.4,35.0g RT If --Z 1 • END SIDEWALK R • 4 E • W • N/ • •••-- END CURB AND GUTTER T . 2 1 N . MATCH EXST G 72+25.0 S 818+56,62.0'LT CURB RETURN FLOWLINE ELEVATIONS END EXTR CURB TYPE 6 79.g T CURVE D MATCH EXST PVMT MATCH EAST MATCH EXST - CURB RETURN FLOWLINE ELEVATIONS PC S 814.55.92,52.00'LT 343.33 1 a/ ; r PVMT(TYP) Ali -. ,-----. ., G 72+36.0,22.26'LT ., ' ' • CURVE D- 1-:.."n r---- 1/4 343.72 i i - ....„.. 4 g.----BEGIN SIDEWALK f ,..7.- ,...,.., . PC G:72.36.00 22.25LT • 449.16 .... V2 344.02 ; I i : ---' „. . , ! „..., ',-',i ',',._1 ........! . m6BEGTCINHCExuRsaTAND GUTTER t; '045.09 2.-- r- S-817+33.92'67.0'.ii'-'-----,---r---- -- •-I - , ; _ .•• :. i 1 S 818+71 83 71.5'LT I : i'.-.: 3/4 344.23 i t I I ..! i ....I BEGIN INTEGRAL CURB 2 I i 1 , 1 I t....._i I - i 11;- .-, ' /A ,...:-,,;,:g ;-........,.,....- END EXTR CURB TYPE 6 A PT G 72.36.90,35.05'LT 344_28 ; 1 I ! •I : ' •• i t SEE DETAIL;."---',. i 1 - i ...,.1 ; '-••••'-r•-•;...--. -3/4 i • : i '346.11 f : : - 1 4' 1 . . . 1._: • ii ! ! I .;-. ; • . ,.......____...--. ..-A! II' -, ! : 1.--:,..--2-,, ,., • . 1 i! .. t.......,.'"-----X I 1 ' : - 1...- ' ,:-."-'''-1^PI S 815.83.23,53.00'LT 9,: 46.61 . 1 . PD-1 ! : ; S 818+50.02 63.01r LT ' •••.:. 9 I, .-•'TELP,. --,,,,„. -----'' D S 818+10.08 71.0'LT AP ir--:- S.818+76.0 601W17 1 . AP .-.. i; _ '. ;-11 Tt'.F,‘,-,.ANTER v4k / '. . ." i I f......" ...i.fr-,--, 71.0'LT T •- 1 -t ,".....,.. W i' _...:.: i \ , L'',......!V" N-.'-:. .-+\ MATCH EXST PVM r S 818+09.87,69.17'LT S 818+49 87,61.1T LT 1'-....?:: , k S 819+75.58.63.5 LT : / AP AP 1 \ END EXTRCURB TYPE 6 .„ • I'S -., . ,r•.:..,. .i... -,e,„ .„., Aga,/i-. ..k, 3;7 mg-.i•: :t ,?........\ % tz, ' MATCH (ST . , ':.....- ...,VIP' ._. A .................................7.................. : ; ; , . - ••••••••••• • 818+09 66167 01.1' - ...........:.. •, --' (7-;,...,,..!__,::..1::.;..--k'''''. .;_?"'",..."'''''',„.„4-i. 1 , - ;9 ;.,4.•••••••••••••:4 0,',4,IP 111 IMI ; - : ,'. " " -7-----..... -..... ;..-•; _ -11.-tfi .......-,•::-,,,+- ,:+' .._,-,-:::'. .:•.:, i "..-7-.'‘';,...:-.. . i : t...-/ - -----fT..."'"7..-''"'-'''.:t.,‘difik Ve.•••••••••••••••c• .:,, _ , , •-c„.3-1 , ---'' ‘ ;.',"::: ,f\O-4i,--.• ASAIRMILIgliummounr_____A 46:444.x.:440.,- -0?-i-MillEINIESENEY ';... .1r.__igx.:4;•;4;cvitn;, ------'-'"- -rf---.;----,----1" ' \ ••". ';':i-.:3.('.'---';:'-'7;'.''".•••• '.,'---.-F:•:.•••'.7.,--t"... -.,,-.,--- -:--:-_:--it•::.!- --"t,-,..,,,,,,..+-.;=•!,t- -.f,:•-•."-.-..-t.1 :.;-..".... -.."..:.:::qp:3----..-...-,- --1-------"77--'7-----1-7";•--.-TT-'5 -• --:- :I k ON l s'••••••••••••••••AO 4.1W...,: - ''.---' ', •3 --I--I:91 •••4,•e‘a,,•04,0,4•4:Pi < -:•:-;•.--•-:'.3.-.:•-•1:.:-*-• ••'"::-':-•:•-•-; : •••-•1•1 - -,,,- + I' ''. '',.-••.----;:---.'•::::.--"'- '''.,•-••-,'-•- ."- "•-e"?--‘•:..,-'-------1:I;‘,K.'••."---V-,.:,-414k.-.--:.- b.-:•---'-:(:-1-"r-- -,'-'".ILk-,..,•,.-2,--,-* .----i:' -1.-• -• •.•-.-r,).-.-.r •.. alliirel••••••••••••••40 ,---‘ I-...l r--... ;, 1, Q„, ,-.-:-Tr-_-_ :-..:.L',;_•::r•-... .s",-_-_.•:, I CURVE A - CURVE B....: •1,ti.-•• . . . :_ti_',,:,-,••••---. :-;_,,--;',.:___I..- -_ -_;_:_,.. .,_-_,-,- .--rz.-_-...t....,_-.....L._: -,. •,,.--.74....,...;,-.4.,.„..,21D.-• .",--..=_:-.7.: -1L47,,i_t.--;:- --..--7:?..._:,--,--__. :-..-_-.?",-.-__-_-_„:.........-. -01‘..-!::!...:•._, ,,.,•_;. •L,......,...,. :..., . p, ,o,t,,f.•••••,0,•.••4 ,..!..!!!,N ,,, ,...„,,, ____. <---.s 1 < • .... _....-..s.,..--v-f7-:•.7-7-•- -.,-'--3•5'R- ... .. .. .: . --:-"-i -'--4'.:4, -- -..-,. • --------.-.•- - CL Z :-.. -•.-.---.....--.-f--••••:---- r---- : - ----.:-'.. '-' ..-A-V•-i-.--i-t-4-------- ---1:-.4-t--;-----. ,•4:--:--."-`.--:-;i•-1-i-• . .':"" ::',-:-:--39e. -:MATCFt•EXST--.- ---:-7-• - ...'7'71.'7'.- ----.:-. -.- ---,•. -.-.----- .4•1'.--- -- --'4.-e---.•: '-'--. - -',.• '--.-.- ---.7-.-- -:"4: 7±--. 1',.-.-2::: ..-*-- -.--'-.--- Z --,a-*-;-:':•:-. ..-:':-:-.':: ... . .7i < ',_,--_..Lzz...:.._.:.. --...7_,-..-_:.:2::::;:f) ; cC 1 .._............. ... ... ... _... .......S 818+56.5 5767RT .,7.S 8.____. 69. 19+37-1,,...-..__-- _ -:..::........-:----..-.:-.:..,:„..;._,,..:..:,.._..:_z_:....•%.7.7.-.4.4-•. < 57. -T . 1t R I Ct .k. • A 814+91.84,220'LT i S 815+41:27,22.0'LT S 815+83.27,67.0'LT S 816+98.92 67.0'LT END INTEGRAL CURB 2 BEGIN INTEGRAL CURB 3 i 0 ie. 0 : .4 i ; BEGIN WALL 4 END WALL 4' S-LINE SEE DETAIL SEE DETAIL (--7"-----i (....-- (-4-- i 0 , . ,,.., 815+00 . ,.t, 816+00 817.00 818+00 I- B 1 ' i PD-1 -1-- pr.N.1 819+00 1 -" v., , = , 0 • 1•7' ^; I- . ! '1 9.1_,36.31*.618S .01RT._____. • ____ , --- ----- - -- - -- _- ; --- 2,. < S 814+62_87,3.0'LT A ! S' CENTER 2'R t A CEN1TER T R \ S 815+83,27,59.0'15 : 5817+02.68, 2.Cr RT S 818+63.27,42.0'RT \ I, 2 MINIM AP ; S 816+12 36.19.7'RT \ ...s, IL1 •zt '. i ,-_-; FULL DEPTH PVMT ,..... - 111115111111/11.11/111 , CD - CO ' - I:1 k•T. -,....• 9:9 3 3 3 I ::-.------iv:- ..-.1,2,: ,..-.7!:.., , :-..-=-2-": ;-;-..,...,. ...,..7.,......:::,..:,... ..4tt-_:. ;_...„..; _,..„,:_::...-__----... . -„...,. ._....,;:„..„- -..:::„.7.77...„....„..,..,......., ,-..,,3 i.,..„4..„.,..::.;..-.7..... ,..,_..,.....,__,...„....-,,_,_..... ..:-------:. -.-,- --------ritg... ----7,-,,-,--4-,,qr,T., a. .-.•-- -.;:.1).'74:-.1...-.-__-:- . .:-.., .::-...::-::..: .-:-.:.::i...-:..-:-.-..1.-:_75._ eft .. ,"PF4d'S i- f-.,.-.-.2:.17-7.--.-7:4:0,:__,,.-,..•;.: s;.„-..-r::••••-:_': ...„:6!. .•±..;,•••-:-:-.7-!1•:?-.:._ 7,--i,-8-i-2:1$2:4:;•--0'2i2T-s_-1':-4.:!'-.1:".•': :.::e."..-.:...:...,•:.. ....--:......:;. •:-..11.,...1.3},-.":-..."- 7e(.41-:::: •••::......•.:•-•-• . .. ...}..-. ..•....... .. • r......iiA ::, -7!.°:,-;:,•.: '....,-..i.•:::-"4-.:1..!,;.-.--.--1,-.,-...'.:.. ..i,7_4.:„;-,;:- .-. ---7---,,,,4...,_;_-_-_-!z_:-•,:- "*.----": -.---:-".• :-I.--:•ratz,.7.5.•::,:..,::--,-.."-----.7'..-:::'....‘..:-...•-.-,-- .--.-.: •••••-i4•:-.1",..-.1. -....,..-.`':•?-% _.:::: ...,:.:.-°. •:•:•••.- • *,--•-•e -••'• •-' ------- • -•••-'" . '-'' ---.: •I'''+''''';'•'•': ic• 11,, 1/0.---•:.:::,;7„C:::•..co'Ry-E.'le T., --...r„.1.:;;:."-,..-1-2"-a:1 a-....;"..-"-;=:....7.;!:;_lia."..(!,::.....-•:-....-....-- '..'".:°•...s.''....S.-'81644,i-.:.;6-8,.,68-15*-k.r_.--,._.•':.:*:-.,-*:f.*:---_-,:::.::-"---''..--:-:7*- -v-..____L.---AllirAlliiiiiiallillifilliiIMITIMIV. Milli flti.:.;:iecol:.;;e:fpli iffaill.1.4--;:i•ig:•::::;•":•.:•44:11.411.51 4 ;... io '• -: 4- .--, ' 6 I ' .:"••-.*:•;.-.••."-."..---1",•:,F.--,;,"..--,1,,TC---=',... -‘,.."•,;,..-...•.• •.., /111 I II I I I I I I I.II I____...__...___ I n..........111111111111, W::::::+" gk;$.:;:::;.t.:::::::j\:,; 1. .+e••.•!•4.'•Vii; ,. . ,..w ,',.,rw •i!_- •4".-:•-,-.7,=..:-7....=."_:,==.;.,;"---"" '41w ---- -----'2 ---- -• ••• :r !!:•-•••-•'':-"' L:-.1 k.L., •It".•;-:i *-'' A 1W /////// .4.:A..:::..-...._..:...7 .. :I') (..., •,s, .,, i . ::: • , 'i ' STEVE.ii::•q; , :: .. •:.,„I‘M-..: 1 I :.. • :.. : •----• -'. -..•--•-"IA. , / .....-4;: , • - .•'' • F ..... •--?'NI:14 ,..., ; R ,V.017.r! ,....4i .. ' 1 A4. -.:-....---.:"..-_--.- --:----.--r,:..- -'.-..:•,-ti 1 .--:z, .- /7 / .,- E.:r"1 (MIN 84.0'RT '\I 1 di ; .. .. - 4'R /-;- -- -MATCH EXST PVMT-• ... . . I: •'.•-:}T:::.•.•--:-..--:',"..-:.-- '...•:"'fY-. .••....-/1.-''.35 4' , ---: .....,- .. S 817+00'.6577.73'RT • i6 • • C AL(JFABIA `• , . , . --, : ; Il I . .. : ;; ! i 1 -:':••• •••••••.-•--ill----.----•t•- - ;:-7)Ii • / ' .' -'',' 4r, '' : ' \., - ...-1. AP BANK I.‘ 818-15174 76.5 RT \ ; ' ,, 7, ••„. , ,, a " ' CURB ii___..2,_ - - i 7' / • ••., \\ 1 S 814+66.52,76.5 FIT 1-. - I ; -.......i. 1 I \i- -, -/ / ' S 818+44.33,76.5'RT \ 1-1 AP i I I :-.--1:T.'".:::-:. :-:=Q:"-..".1.--,----::: /- I (pm cz, f .i 0 74+16.e,42.6 RT i : ' - -------'- \S 816+42.95,83.5'RT,-...,./ :. , : I END EXTR CUBB_TYPE 6 \ \ / . • ; • I 4'R .jA44.0"-':.-Itg:-..--- :R.E-..: 1.4.3,tlf..‘.1-f0r.--.::.. . ' / - I MATCH E)(ST PVMT AP Nif ; AP , . ---- ------; 1 410'R14 - : K.N--.:-,r..-:-.1-:..:.-.•.::::--'-..--.:....,.1:::--.:-..:, 1,3 1 i---S 816+18.31,83.5'RT --_-__ , I S 818+07.64,189.73'RT S1119+28.8,76.5 RT \ 1 I - / /S 819+66',86,76.5 RT . -t. ;••;" E ‘i: MATCH EXST PVMT k::::. -.- ---..•''• --.•-------: - .-----.•••••••• i 0 ': ; / MATCH EXST PT END DCFR CURB TYPE 6 \ q BEGIN EXTR CURB TYPE 6 E, 4;,'.,• VA•-'4-61•813•'• ----- '-'-'-:-----:-• i _________i f \ '----- ; i . . E / • E.o9 7,1..=1 0,4•••••:1 A t--X-.::: -.:---.-•::r'.---.•------.:• I 1 P CURB RETURN: FLOWLINE ELEVATIONS S 819+61.15,6g5'RP ' CURB RETURN FLOWLINE ELEVATIONS •i• ••••-•••1•-•••,.....-.•-•:•• .*:-.:"-....--.•::'......- __ __CURYE D '?"-- .. .1-4:) A--------- . CURVE C 4'R ::::::i ---'.-: --- . . . . . , .. ,.., . _. 1 - NOTES: AP - ••4 -..------ :--." ---:•"•-•, " -.-•••-c•-•;:=L: :•,;-) • .; :PC G 74.26.63,3329 LI 344.74 :r . PC S 814.67.12,58.00'RT 34149 -6.4i • z • ': •' ' •:-.:i-k.f..r.•: ,,,. i (7-',.f ; 1/4 i _._____ 345.20 1. FOR GENERAL NOTES,SEE DWG PA-1. i 1/4 --- 343.74 •; Kis:*14--.-.•:.-.-::'.f.-:----:„;2..7--:•'..-.:.: '''.. : '''--- ! i 'i 1.1 I 1/2 ! 345.65 1/2 34196 f• 3/4 i - 346.10 LEGEND / in co o ..----z-s - in , I :I 1o. f-..'...--:::.•":*--:.•f-.---:*.---.-: 1o. i i , ' x o i x 3/4 344.20 1 -.-,. -- ,----: :',.......- ....:-...--. . . PT S 8152.93.111,.66.00'RT 346.56 I- CC H PT G 74.17.15,22.8111 344.44 i is! --:-..-.-..::.-; -:-6:-.•.....:lif.:,.....:..! . I , . i , • ''s r 44 PROPOSED DRIVEWAY,SEE /---- co r) o r) '7s, E i *, el r) r) re' G 75+00.0,22.45 RT ,r----- ' a 0 • ;‘,... rr t P D-3 :- ,• V; cii tif-:-.W-'---;74 ••. . 1 ..., •••,,,--,-s• PAVING LIMITS rhi END CURB AND:GUTTER i :1 '-';'-t.'n--: ;-,f? -t--, -• - .r - e•.'. END SIDEWALK. : , ij . . . . E _ 0 '4' BEGIN AC CURB FtAMP f du,C/Z 1 I BEGIN CURB AND GUTTER' SR 99 . PD-11 ' G 75+00.0.22.45 RT G 75+10 34 65'LT• ' a) UTILIT1POTOLE I ill • ;.-,r'' KEY MAP END AC CURB RAMP 0 . 20 40 60 BEGIN AC CURB RAMP 75 ,..,.f.;- 2 MATCH EXST PVMT G +0a0 emileueemtmo•ma"......mlo MATCH EX PVMT (..---) CURVE No. li . -.,.. _,_ MATCH EXST PVMT Scale In Feet PD-1 PRELIMINARY DSGN m.Roh,.i. 1MUAIAAU3aSAMIP _ SR9•9 NOV LANES PHASE 2 - S.32 41H TO S.34 0 TH ST. sHEET 32 of 149, ,14 4:1! NOT FOR oR B.J.McCorkle BAR 6 ONE NCH ON ORIGB4AL DRAWING. cm o\sf.- °WC PA-4 C:14121MHILL • .._-• .- -___.- EltarZ11__ NO. .9-,...,,;rg P 2-'1-.-s' CONSTRUC TION ow M.Johnson o mommonmoi r r NOT°NE MN ON DATE JAN.2002 .6 a ....._., \>\> FEY. ALIGNMENT AND PAVING INS SPELT.ADJUST i-,:.:i., APVD M.john,on SCALES ACCRDINGLY. 159668 PR°J E E ? ? NO. DATE REVISION ElY PVD O NO. - THS OO.A.Orarµ,:,, .„..,„0 o.s.CKS“CORPORATED 1.0...AS...4 NSORACH/or ORCSESSicoAs sSrooSS ltrr nIT Of 0.0...11....iS 1.,jj Teljgp.r.1.../O.IN PART.FOR NOV OTISSI ORME"SnO404.11 DIS solbr IC.AOMOSZATPON Or 0.2.41.1... 2510304c Olv 18-JAN-2002 09.39.07