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HomeMy WebLinkAboutR-378201AS BUILT * 1",fz1e SR 167 SR 900 TO SOUTH GRADY WAY MASMINGTON STAIF IIEF49TMENT OF TRANSMNTATION GLYMPI A. MASMINTITM i':CM= FEET —I IENM• FEET ST STION 1771`Ti,VT05T ATION 2414X CONSTRUCTED LENG!M 0.'74 Hn �MILE l 0N1R A('T NO Ze 7,3 F A. ND F'147 �17) CONTRACTOR LJ0VrXYN ACPHACT �N„Yb NORRSFGON Mans+ (y IAfs WORRCOMPIETED rAAV 24) 1985 PROIECTENGINEER SJL'VC'fo,W X INSTRICT TRANSPORTATION ADMINISTRATOR p,<-, votws-p-ot APPROVED IA ��_ SECRETMY OF TRAMMRTATIOM J , tiZ � T T. 2 3 N. R. 5 E. W M. r10 1 I I 1 I r LO I I I vv-77 �" ✓ --- -- - - - - -- - -- - -- ujll -____---- - -- - - -= =III MORRIS_�!,_AVE._5_ - -- - - \ 7 - r = - -- -- - - - - - - -- II lf -- - - - - - - - - -�� -- \ II I I'll II 1I \\ SR 167 ! M P 2 7.23 \ I WHITWOR- H -_ _,I 1 ` SR 167 \,--- ___ - - -- - A�,E -s._ == II \ \` MP 26.46 STA. 127 75.00 \\ STA. 2 . 25.00 !�i BEGINNING OF PROJECT �I; �„ 5e�1N F-1670?-) END OF PROD SHATTUCK 1, AVE_S. - - - r�=---- J_- ' - - - = =1 \ END F- 167(IZ) o II iyv �II Qwv O O- 1n I Z � u S \\ � = r o ill a \\ 'Q 0 Z \\ 89 ,00 p,q /T-, TO SEATTLE; STA. 130 +62.40 SAP 13 %I HARDIE AV E. S.W. 1 L / � _NARDiC \ II STA. 260 +04.8 W w �J m 1l.- S R 405/ SR 167 SOUTH RENTON I NI T r]/`,,A All E VICINITY MAP 1 200 0— 4�o FOR "AS CONSTRUCTED Z�O 1 SCALE /N FEET PLANS" ONLY I ul O r T ww' Revised 6/80 STATE FED_ AID PROJ. NO. '; '' sr EErs I DIV!SION OF HIGHWAYS +�E� 51! "�F j 'o. if' y OCe 15,1984 � .,;,�.�,� ~'•••»• APPROVEO PROJECT DEVELOPMENT ENGINEER � Washington State Department of Transportation SR 167 SR WO TO SOUTH GRADY WAY F '(57c1z> DRAWN R M BJWMAn. 4e�EWE� PA PRICE CHECKED V DANG;G MAHCUM roe NVMBER 84W'75 5_,E_ I 9 h r PROJ. ENGR. J L GUTZ _ GIST, ADM. .PE 9X,1(5)r5YUGK ,ieSAdded Fed.A,d Pro No. F- 16702) t•.n, ^n CONTRACT NO. 73 VICINITY MAP DATE REVISION BY APPD v -c .. roau 991 -011 ww' Revised 6/80 SUMMARY OF OURNT I T I ES 84WI75/06 PROJECT LIMITS LENGTH: .768 MiLE SR 167 4,057.60 L.F. F- 1671121 STATE FUWS , STA. 127 +75 TO SiR. 261.25 EQUATION! 156.38.3 8K 249 +30.7 RHO sR 167 SR 167 GROUP 1 0,qm 2 !tEM rte. TOiPEITG!, O;JWN 11 tr I itLM N0. ITEM 127.15 !RENiON I 10 STA. 261 +25 CS 171602 AGREEMENT OG 7640 CS 171602 I ' PREFRRgTFON 1 i I UMP --UM r,00I _ MOF rt IZgT FON 1. .5. L •S. 2 EgC_H rIINCRETE INLET 1 — 3 4 3 i 6 7 I 1 _REM04EN1 nCVINO rGNCRE TE ENC93ED PIPE 22 _ RLMOVINr TEMPCRRRf STR I !Nr, —_ 5 210 rIlb S f. R:. nOV!NC PI N;r IC ?RghF IC MARKING 6 210 ✓c,I ER('H RLMO -V!NG TRRFF j P' L) t TON 240 e4,_ 10 HUN,- REMCV!NG IRNL MgR.;ER 24.3 — GRACING d t•.6 _ 'j 33 r .f. PRVEM'LNT REPAIR EXCgVRTIGN INCLUO M' HAUL 60 _ ORPINRGE_ —A t _ FgrH Hf;G rF!EG `-CNCRETE fNLLt 2 _ — STORM SEWER —�- - i0 11 ;J Iq iG 17 21 2 c�4 27 4—�— 2y 1 _ O3I �1n I d'[ ? L9T.__GG _ E Gr L 470 4. < ^C- I.�:.r 4- f7G G 2 91 a1.9� 394 6td — 1 63[0 5 _14 S7C.. b-4 ,QLI �_ td'14 �. j 6 "71 6Inb G9tG ETCH .F I.r L.F- 'IN _ TCN GUII AR 0' 11 iCN -'FF 1 r. I F. ^H EPrH ERCH HUNU y�IN7 rATCH RPS!N TYPE rF =r IN *ORM '.:h WER PIPE PLF1N CONCRETE "IORr `EWER PIE B INCn GIRM. PIR1N CGNfBETE ',TORN SEWER PIPE 12 INCH OIRM. 9JRFRCING rRl'G.H F. f, `iU RF ACING TOP rOUR` ":E IfGU!G gSPH R;T gSPHNLi hC4 TACK ^OAt ANT I-3TR IPPlNr, HGG!liVE — g PHhLr CONrRETL PFVEMENT rRarK SEHL rNr A -Ptgl i FOP pRE -!4C CL. r MCI T CNCRETE PWEMENr CL a;g G INCI PVING RSPHf, * TRRF FIC �'Ji STR i %c 1 PA[N TF.O `1Cgc grgrPE PI T!r, 7rUa PlR IR;T rr 'R-IF Ii ARR7W _ PLq - *IC TR FrFI' IETTFR _ I PL R'`IF 'RRFr!C Rd ii T,N L FNE MgRi_R T flE 1 lfiNl rRR_LE°� (IL 2 JEF, FIE !NG4.ii0N LOOP COMPI ETE 103 10 93 I f rt 1 42 E5T. I.SrC LCT. 11600 1 120 2 470 _ _ I __ � _ 7 �- 4.25 1,9SG 243 i9 ISE 177 _ _ _ _- -- - -- — 20.1 = — --' —_-- �.3 L.i 3 Q4 a L 1 _ r .00' 43 1 PQ,, i; S9el CGS 4G ., yr lu OO1LA�CR /� f.1 FR H I E;"I ;F ^, fNrrgl 44ROW `!rN f i R iR.iF f - ONTROf_ OTHLR ITEMC tiTR7rtU4r. cXf H VA Tr N 1 q R Nn UGING HAJL t'RRVEL 8RItt !IL OR PIPE REO "NG _ - -t gr IT rOV RE rNt Ef HG 3170 CCU ES�4— — — -- - -- T_ �n -- I __- 39 4'i If h _ _ li 1 0 4.i 7380 -- E9'H LHf —ti t i.J.3T i9rL'M_9R..,N 9G !',I,' 4RI JL hI< 1 RG WiT. MONUMENT rgtia RNG COVER — —. . - - -- - __ 9 II FrL-0 MA0 _ —y- __— — - - f0. - -- - -- — too. — _— NOTE: FOR SPEC IAt FEATL!RES SEE 5PEf'!AL PROV (IONS FOR "AS CONSTRUCTED PLANS" ONLY „ sly_ 's Oct. 15,1984 APPROVED Washington State Deportment of Transportation SR 167 SR 900 TO SOUTH GRROY WRY V 10 WASH F- 167(12J -- BIA175E iELT L q sN r r /14/85.Ndded Item 141 i;W Ud Na. F- f67(fi) — - REVISION - — PI 8rRPPp W CON FACT NO. SUMMARY OF QUANTITIES GATE ,t . Y 4Ad�� n, J } Yi �U a Is �' C Voriee 68' Varies 22,41 44' Varies t5" to O' Ez�gf�rq ,Passed Trai/iC /s /and Or Precast TroiFic Curb `E+r. Pavement vanee, 33' to 53 ROADWAY SECTION 5R 167 5 7A. 1Z 7,7,5 to 5TA. 26,1 +25 fide 5treel Approach INTER5ECROAl PAVING DETAIL (UNLE55 OTHERWISE NOTED ON THE CHANNELiZATION PLAN -- Exi6111% Cement LImerele Curt And Duller CTyp.) rExig/Nrq Cemerr/Carkreld 1 6,dewaih (TYPL) J I i I I � Ex SNdewo/k I Ex. Curb CNnt. � I Ex. Crown I – - 0.15Compactert Deuth — Crushed BurfocNng Top Course 0.75'Compacted Depth (Indud n Over.NOV) A5phatl CoXrele Xbvtmtni Glass G. Maxim✓m Base Lift 0.35'Compacted Depth PAVEMENT REPAIR DE7A/L AT BNRR tJNZE1?CR655 1N6 5R 167 NB 97A. f441,4,0 to STA. f45,185 And Vic. Nd 5TA. 144 +40 L EGEAID AsphoN Caoc /ar Pre /eveGrAj C/G Aspho /l 416- -it"e ibVdm "/ Class Q 008 Foot Compacted Depth FOR "AS CONSTRUCTED PLANS"' ONLY „ STATE FED. A10 PROD. N0. '" s. *s I DIVISION OF HIGHWAYS DRAWN ,P. B F -167 (12) DoE ` scc�rr Am Washington State SR 167 OWMAAI 10 WASH •�' REw�WED RA PR /CE Nr flnnnr +rr�nni of Trnncnr�►tf1 ?(An SR WO TO SOUTH GRADY WAY CHECKED V DA�G16.MANLUM oB NUMBER VjAr vV.F%Al ew�� v� nv�w'r ..� S..rl• PROJ ENGR. J L LUTZ 84W175 3 GIST. ADM 2.E 01,111 Added Fed. Ad Pro'. No. P•161(i21 pp. W CONTRACT No Oct 15.)S64 ROADWAY SECTION. PAVFMEti1T 0, DATE REVISION 8Y APPD APPROVED REPAIR AND INTERSECTION PAVIk6 DETAIL T "'E DOT ` =R° Revised 6/80 SR 161,74 CTDI Ir QUANTITY TABULATION %.OT 111 10% E 1k .1 1 fE S 4 w NOTES z z V) w LL 2 - . I 0 LJ z L) or LJ x 0- THE SHEET, NJMeER REFERS �: - 2f 4, a: < 1- �.< 0 u 7<2 1 10 ING I- cr x 1 0 M - - L, & z 1� uJ -OTHE,P,-AN SHEET smow D wl - j 5-0 -j 2 1 & . I w ul w uj �- 11 !L) u z N a: D In ;: 0- - 3: 1c: 0 V) IAJ -1 - 0 _j L. >- z THE FIRST NUMBER OF Lu I'- I'- I Ox V) U I< z < cr In I Lu w w SEE S7RuC7URE NOTES FOR u I CODE DESIGNATION w CL Ln 1z w a) 4 U U w 12 :j w u Ix M III > a 4 REFERS TO THE SHEET I - Cy 0: 'n L. w w W 3: 1z V U I'- w u D LL 1� z 1. L 1Z w 0 1.- F ALL DAkNAGE ITEMS, 0. CL c: -i = or z 2 00 L, ;x -J X 0 X 0 < z NUMBER OF THE CONTRACT CL z (x w u cr 0. 0 v 0 L. w w < z w uu 0 > 0 cr W U UJ Ix cr u 0 0: 1 U 7 a. , -j 0: u a: I z < � Z 4 0 PLANS. THE SECOND NUMBER u U (I. z (L M a v LAJ w t i w - 0 (i u Ld to F- REFERS TO THE CONSTRICTION 0 0 c a: 0 u u 0 0 211; z .3 u u 113 -j w Lu 'D (D 0 > z FEATURE FOUND ON THE Lu �_u 03 0: z z u 0 liI w 4 LL x z cr 0 Lu - - jw PARTICULAR SHEET In w U u u 8 u P zo� zw 0 Z Lj D > O z w w cr L)- 0 z d < 0 0 cr 0: Ll .7 u CL V) a_ 0 tv) U 0 a. u 4 4 4 w LLI W I :) D iZA I I :� , 1�i 4 1 0 0 �c 0 Ln 0 u 2 a Lu uj 0 L.J W Li -j x a: 5: cr a. r- r, _3 a. T x PLACENEN SH. I i LZ �,: •,x• -- . . .., L: LL' - ' - t I :t. z I - - N 'Affl-' . u LL: U U LL LL: LL I )� ).; GENERAL STRUCTURE NOTES! 1. REMOVE EX. CONCRETE INLET ON RT, AND CONCRETE ENCASED PIPE. PLUG E T' LCT l- V. 0.. LT. VI Cdfk-'RETE CLASS C. LAN ACCEPTABLE ALTERNATE 15 TR. 15 5T, 51ORM SEWER, PIPE O.C*Or IN THICK tZ IN-DIAM. STATION It -. Q ES& REMARKS - -j J -j < v '' I 3 _3 11 :5 z La -j u 0 NO. I :c WEN 41 w W ui Uj I w I., L� X x LJ Ld 5 BEGIN PROJ. TO S. 3- 57, '3910 f5 .3.1 3920.115 1.4 0.2 It •1. 144-1550 3 . *Lt . A . 0144-7 50TH.5 f - 7---- 7 1.5 _1.3 •5 3- INTERSEC T ION. Ita to 0.6 15 U" 41. f 4 W 0.7 0-1 - ♦ ---144-7t(13'L 0144t-75(4'F?t.)t---�---1 iS. 3a ST. TO S. 419� % intIo 17 24 'Z? Z,5 0.4 1 75 7-3 144.75(4'Rt,)'0145-51(B'Rt, j �5 64 tS. 3�L PI • ` =., .r-CTION. 580. J-4 144-B5(13'Lt.)tqj44?L35Q��Rt T- -t le 11 -TO S. 42"1 PL. 6304 3.6'0.5 1 1 3" PL -21 16 24 27 , IBEGIN PROI TO S.3rd 5,T_LRL)_� 01 PL INTERSECTION. .56 400 45 -S. � 3 -rd S T. -T(5--S-j-r-d -�5E -(F-? iT -4- L'TO o8od 42 3.4 8800 11 fa I& Sz 4.1 0.1 �3 3 ST. T -3rd SIT TO S 3rd RL. (Lt.j 100. W .510 Ito B INTERSECTION. 3rd PL. TO 7-T- S, + S. GRADY WY. 846d 4460* 4-1 '16.3 10.9 2 3 S. 3fh -PLTO -B. 4th L&�(Lt TO 14 $.7A ST --45 -grk PL � TO S.7thST(RO /6 $.GRADY WY INTERSECTION 1 10`1 74 Z; 3 /Z .10 '0.4 D. -- S. 4th PL. TO S. 7 th R t.,; 24 IS. GRADY WY TO END PROJJIW 0.5 JIM00 S 7 th ST. TO GRADY W.) S. 7 th ST 1*0 GRAC WY .(Lt.) f 4-1 t T -4- - iy 4 j fl + PLO Quwou 4-- Ties BE! AL pOp NO BOCK OW) 4 + t t I--- I _ -- 4,250 1950 26902,46-'�'7q 050' i7b 20.2 K-0 -4-- ''1-1 Lt, z 1 '90 2. UP TOTALS 320370 220 24.3 - L P t(ff T(jTALS 1 7 T go.. 07j fOR AS CONSTR CTED QUANTITY NOTES n a I 1 1, V) NO. DESCRIPTION FLANS" ONLY v 4 .44 N-o 4 Y) L It I TSTATEi NO.. D1VP;11,)N OF -Alrl-IWAY�, F 167(1?) r, A-% J,' Amh, Washington State SA 167 SAAIKS I SR 900 TO SOUTH (WADY WAY N.z 2,)s 414Y4fq i4i Department of Transportation � K- QNEN01 IN V DAA16 16 WhIZ OM 84W175 j(des,.Awel A64 III W-. F-tt;�6,-) X� 4 Z. 44ITZ (,3 C.V -TY t-& 7 10" AND M R. 41 6006 11 K 94 Aiafa Stl-14.�c o6to, 15 ISA4 Ob�kl`T/ A JLA D '! .. --.- lov! 1 STRUCTURE NOTE5 RE - SION Br I .".. E DOT 5R 16194 IZ r% i 3 \ 5 ' j T. 23 N. R. 5 E. Val M. Sec. 18,19 6rA. 12_ 7 —'_ 5 _--- -- gc "GlAI PROib (1Z) Po v, STA. f35 pEGfN F- Egy5 '79.00 B�G/N OVERLAY P v. L�w�LS � I FEAIIWR TO'PRLV /1/G PAUtINENT x /nrer5k.ton (MATGN FRtVI0U5 OVERLAY? ,{o'�, , 0 v I (�� ` v SL. r. Arrowd gau /yf Ase =s Arrows Eq Spaced - + 1 `r 01 r n M o � s \ J/ / a.�y e q r�� a a m a1Z /1 G.._ valve. Box Ad /usW BY OY '*rs Ak / (sea 6pec,ol Prov/s)an) `t' Iry STA. 130 +62.40 (5R 167) y� Orne3 ''�,,•,1 5 TA. 9 +14.40(5R900) S. 3RD PL. INTERSECTION S. 3RD ST. (SR 900) INTERSECTION Pav tr��m� 4" Solid Yellow Painf 5fripe «� � 9 4 7 tz 4j �, 1 Arrows Equa/lY 50 cod n w � IN �I O a ti � 35 K C O 40 0 40 60 Scale /r, reer 5 TA. 14? +6900 l " V e �a S. 4 TH •PL. INTERSECTION LEGEND O1 P/oofib Bfop Bar, ZQ Plodfc Lroddwo /k, O3 Type 1 Wh to Lana Markers per DafoU 5heat -2-. ® TYpe B Yellow P'aflie Bul fond With Doub /e 4" Ye / %w omn/ 5tr peg. See Typ vera i. 5O -ryve 3 While rrweke Buttons Wish A 6" Wr,tt Port 5trpe See ;yp. DeAul Street 9. © Type B Yellow rralle Bultnn5 Spaced At /O'O.0 With Double 4" Ye /low FB,nf 5tr.pe. 4J Type 6 Ye/ %w Trachc Buttons Spaced Ai 72 "0 . C. WIM rwo way ZOO ;urn Pa,nl 51npe• See Defa,l. abed 9 08 b,Vinq ka,ud Tra /hc Mond 7b Cemo,n. — 9e Er,shn9 Curb ro eemain K•E DOT " ed1`11 Revised 6/80 Jhw��9'i FOR "AS CONSTRUCT PLANS" ONLY;O ";LY " STATE FED. AID PROJ. NO. s "`E' noi'r`e DIVISION OF HIGHWAYS ,� �_` cYl4 • �...� Q Ir�,t� APPROvED �. Washington State a'°� V& Department of Transportation sR ,87 TO SOUTH GRADY WAY 10 WASH F 157(1?-) DRAWN k BOwMAA/ REwEWEO PPP /CE CHECKED V DANG /G MA/l[UM joe NVMaER 84W 175 9 PPOJ. ENGR, J. LUlZ PL A� DIST, ADM, R E 80"6MUCK 1 16/85 Added Fed. Ald F— j. No. F • 167(1? CONTRACT Na. `j DATE REVISION BYAPPD K•E DOT " ed1`11 Revised 6/80 Jhw��9'i 1 u 5 e e AL TEe V,4iT TRAFFIC &/r,r0,4J AIVO T,PAFFIC A,ele4 KI PGAC6Alev r DE7A /L / BP �6 flies E2 �r v N T. 2 3 N. R-5 E. W. M. �% ��;,� Z /M /to Sec. 18,19 BTA. >54' 52.96 `r QJ / I I �I� c' � V Poan Limfs a S. 7TH ST INTERSECTION 5TA �La SAP PKD x\21 ENp D\�-1 � PPVEM�N� 0',410 1� EX�5S�t4 F EPT NER y� llnvr 5rr,Pe bit coo W v ti c r N K -E DOT FORM C41 -UlI Revised 6/80 �o /',0V NOTE : For Lane Mcrk¢r Placement Goo d 8Y Ofn� Fr UI� See Detm! Sheet 2 if) / S.W. GRADY WAY INTERSECTION N076-: For L — - For egend aeef A/o. r - -- 5[e 5 — FOR "AS CONSTRUCTED1 40 O ,0 eo Sn ONLY PLANS" Y ON L tole / Feet L L STATE FED, AID PROJ. NO. S.EE* s „oEts DIVISION OF HIGHWAYS +�E�. SLFq Cfiv�x 1133q Qct 5. 4PPROVEO EW�ypashington State VG ur tiiieiii uf Tru� �a or to i l:�n sR,s� SR � TO SOUTH GRADY WAY 10 WASH F' 167 (12) DRAWN R BOWMAN FIEVIFWED P PeiC6' CHECKED V DAVE /G MANL UM SOS NUMBER 8gW17 5 «E`” b 9 r PROD. ENGR. J LUiI DIST. ADM. R E BOGKSl2UGK Hip /85 Added Feu. A d Pro Nc. F -167f i2) •A e / CONTRACT N0. a .y 'CA.OrI J PLAN DATE REVISION BY K -E DOT FORM C41 -UlI Revised 6/80 i <t T.23R.5E.WM. Sec. 18 3 ° 0 t� I I 5TA. 14-1,18V.00 >I Ex. COMC. 5rdtwa /k �I I N I u �Ex Curb >r 6UHer ' Ex.M.H— 1; — — — — — -- II/ x /2 "5toim ewe. -ipe I Ex. E'oi5ed I5 /ond Ex CS J a �-£x. 24" Storm 5ewe� Pipe ` Ex. l8° 5tvrm Sewer Pipe I Ex.MH� ' �- — Ex. Cnnc.Sidewa /k � I 51aliM DRAINAGE PLAN v v � u 11 O � FED. AID PROJ.NO.' c c M, n. o NIA 1784 _ f6 — 8 "In le f7 - f !o l5 f4 13 r r 40 20 0 40 80 SCALE IN FEET n r\ C O( r ti 0 V '0 LEGEND Ex. Atv-�owt?x >n o w d k 4 N. 7G• DRAINAGE PROF &E a V t f9 r 45 I i +f7 R + f(a iP -15 to t13 Et. Sidewalk — — -r -1 12y la I I Slarabrd Meta/ Frame Axx/ 6ro4 -i ® +3 -"- _ _ _ Finisntd Rdwy Grad[ L— — MOD /F /ED CONCRETE /Aa E T (5116 51,aridard Plan B-40 For Remforunq 5tee/ 415J And Other Deda,15 Not Shown) F E� DIM I V 2" 3' F PLAN A ro'lr' 1014, l0'lr' 8 9%' 4 %d C 8' 8" 8" D q, q. Q„ Q F I %j! z.: 3.. ' 2'/4. P 3<' 3 /! ItOR CO ;"STRUCTED "Or ylron A5I•M4.48CC419 PLANS" ONLY SECTION A -A MONUMENT CA5E R 15, lR &/N65 e £ > , " ISTATE FED. AID PROJ.NO.' c c M, n. o NIA SR 167 SR 900 TO SOUTH GRADY WAY 8 "In le or 001, P' pe - F (I `N DRAWN R Bowlw� 12' ouilef Oipe- 2 (D*3 CHECKED CNECr.ED V ,fin ,G Mohlum 5 "Min 0MAM. f._ �� b l/z "Max. g uz "Max. _ PROJ. ENGR. J [. Lutz MOD /F /ED CONCRETE /Aa E T (5116 51,aridard Plan B-40 For Remforunq 5tee/ 415J And Other Deda,15 Not Shown) F E� DIM I V 2" 3' F PLAN A ro'lr' 1014, l0'lr' 8 9%' 4 %d C 8' 8" 8" D q, q. Q„ Q F I %j! z.: 3.. ' 2'/4. P 3<' 3 /! ItOR CO ;"STRUCTED "Or ylron A5I•M4.48CC419 PLANS" ONLY SECTION A -A MONUMENT CA5E R 15, lR &/N65 OUT .,, -_ Revised 6/80 110! , " ISTATE FED. AID PROJ.NO.' " "' s „'e ^a DIVISION OF HIGHWAYS �o`` uF " "F v od ` �' tMlyl OCt 15.1984 " ""' APPROVED AML . Washington State Department of Transportation SR 167 SR 900 TO SOUTH GRADY WAY 10 WASH F (I DRAWN R Bowlw� CHECKED CNECr.ED V ,fin ,G Mohlum 1Oe NUMBER 89'.ti'1�'5� 7 ` 9 HE T PROJ. ENGR. J [. Lutz DIST, ADM. )e E Bocks/ruak ha!B5 Added Fed. A,6 Pro . No. F- 16707) 7.TRR7 No. DRAINAGE PLAN DATE REVISION 8Y APP OUT .,, -_ Revised 6/80 110! U %•I N M 1 � 5 I I�N �I �o m �l ,r, N �Is A BradShaw ED T Pace D 6 Slaa —On 4GR. - C L Ku nu P 5 8�e f31a+JJ Z U\ I o iI S. 3RD ST. INTERSECTION D r 135 +qp — 133'17 2 0 135 +79 S. 3 RD PL. - Q I- 142 *G4 \I 5 2 L4,2 B9 S. 4TH PL. T23 R.5 E. W M. Sec. 18,19 ae1�l�' er C•0 � L000 P swo'Ll T" w. Nub► 1 000" a 0 INDUCTION LOOP DETAIL 4 C5 1-1 x ¢ �D tilm Z 0 a s N .- Ci w Tor Fillar X = l�2" 0(ciZPih Cor PolYQThYlana Cord Oa Twis�¢d PL th LooP Wlra 1/4." Sand 3/6 3/6 'IZ „ +X ° e ° MIZI/Z11 A -A B-B NOTE: NOTE: TNiS+ aoc:, pau Z Turns o+ rv;re 1.) a; ach Tuns per Coo+ 4rom LOOP as shown on Pull Box 40 2nd oC Da+ac +ors Schadula Loop or as dlrac +ad by *It anolrlaar O 5 o CONSTRUCTION (VOTES �I O Raploca 6'x6' vahicla Dataoion Loop and mS +all na.w Sbl,.Q at !IQgraS+ Junction Box. SLa spard 1 Prov151on5, Data�l Shaat, 4nd Vhandard PIDn J -8a Raplaca (' K'b0' vahi Cla Da +acilor) Loop qnd ZO ms+all naw splicas at mares+ Junction Box, Soa 6paGa1 Prowslms, oa+ail Sheaf O ExiS+,n9 Junction Sox 14 E.xigt ng COndu�t and homy rvn Cobia. O5 'Prior to and iftirwAiataly {ollowrnq the pavirkq opaYdi *4 COntroc +orskall +act the ax1&firlq (-,'X6 Loop par 5tgndard G�nr_,lirn +inn Q-2-O.6( 0. "'^ STATE FED.AIOtKOJ.NO: " "' "i`s I +.�� DIVISION OF HIGHWAYS F ' 167 (I Z) JOE L. Slfy,M'ti 10 WASH � .df9� AOB NUMBER s 4w'] 7 5 ?.a:; Feci.A,d Pro No. F 167(12) Rr, c� CONTRACT No. 'titi�sq�, 'Oct 15.19$¢ REVISION BY APPD • APPROVED S. 7TH ST. QI p� al -7 e• � v s INDUCTION LOOP WIRING DETAIL PARALLEL- PARALLEL LEAD -IN SERIES -PARA. LEAD -IN In�1 t�I J. e. U H ILL 4 O A& SERIES- PARALLEL LEAD-IN J. 8. 4 F LL Ona. Loyar Vinyl riac. Topa and G1 o1ac+ vo Ep�Y EnvaIope Goo+rnq (SCOTCHKOTE) L44d-in H Loop Wvas. Cobh MaTOI TOpe Comilla 99i0n Of Or shield Sold¢r Connac +,on Two Loyars of �C�c I�kW S �it+� spllcinq Co,,,pound p Tapa and one Loa lr Pei, C -m. oC Fr1c +ion TGpa T' r1rM LOOP SPLICING s FlNAL RECORq DETAIL BOOK "UMM.1 FOR "AS C !"11STRUCTED " a PLANS'' ONLY AM, Washington State SR 1e7 SrAfl Department of Transportation SR 900 TO SOUTH GRADY WAY INDUCTION LOOP DE7AILS I 9 SNEE WE DOT voRM eel-` �� I�� •14 Revised 6/80 , w v QL ,Q� o DRAM T I �j REVI CHEC v r y FROJ a '- l�Y��l T. 4.3' 1S 9 /g' 4' 15' 45' 7L' Y¢ 1 /ew P /a9 {,c Traffic 80ron6 ® 72'O.0 TWO WAY LEFT TORN LARNE DETAIL I w. I R- 4,3,.� col �I a 45° 4 2' �� P= 4 "-31-x( Whrfe TRAFFIC ARROW DETAIL H 5 0 pl 5 Whiff¢ Post c Tro %fiC 10 ' Z0 20 �- /0-- - — �- Bu-fon5 w,lh 5o /id G" White Rain! 6tnpe —a-- --o- -- - J 5 aYellow r� /ost,c Tip FliC ON" V,// P,07 ooub /e -��� O n, Ex. Ia/o"d Yellow Pb,71 5triPe 'k 5' 10 � 10' /o ALTERIJATE PLASTIC TRAFFIC BUT70N AND TRAFFIC ARROW PLACEEMEEAIT DETAIL . I 33 t" Type S LANE MARKER PLACEMENT DETAIL RAN PL45M TRAFFIC 14T10NS Z0, Step Bor n lr o Ex. Curb a �1 g'�gt 5rVOr PLASTIC TRAFFIC BUTTON AND TRAFFIC ARROW PLACE'AlEAlT DE TA LL For Leq<nd Set 5hee! All, _ do ' 51ATE FEU. AIp PROD. NO. -N8 4E7c s r• DIVISION OF HIGHWAYS GivM iN 10 WASr; F 167 ( 12) I lG IG MAYL Uti1 OB NUMBER C 40Tz 84w175 E BOClfST£'UCK Ih6IRSAdded Ferl.A d Pro Na. F- 167(12) Pa CV fONT16CT NO t 5198q DATE REVISION BY APPD aR^.'� APPROVED wwur SIMON A-A � 48" 71' To Arrow j 3�.n TI 3,75. 3.75' 3.75' 3.75 3.75 3.75" TRAFFIC LETTER DETAIL 4 Vnn abla 4 • • 000 2' 2' \ 2' 2 ��� V � --"' _Tvpa 1 Whla Lant Harrtr3 5.W• GRADY WAY LANE MARKER PLACEMENT DETAIL (THROUGH INTER5ECTIO/J) FOR "AS CONSTRUCTED PLANS" ONLY Am Washington State VIAT Department of Transportation SR 1e7 SR 900 To SOUTH GRADY WAY 9 OF MISCEILAIVE005 DETAILS 9 WE DOT FORM 221-01, 1 DOT Revised 6/80 SR i67 7'j sfl� ij�s�6�