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HomeMy WebLinkAboutR-377801AS BUILT SR 515 MP 4.00 TO MP 4.23 JCT. S.E. 192ND ST. CHANNELIZATION KING COUNTY W A9­T!IN $! AT ,E- RTVILIT OF TRANSPORTATION OLY NFIA.WASHINGTON SCALE. HORIZ. I INCH• FEET VERT.I INCH. FEET STATION 261A� TOSTATION 2'14 o0 CONSTkUCTED LENGTH p,ZyT NILE CONTRACT No 1274C F.A. NO. H HS-IOW(J) CONTRACTOR MOSS C..c'RMCTION,IHC. WORK BEGUN T16� 14, 1974WORKCONPLFTED -7— 4 199q PROJECT ENGINEER LA. KNF 4o DISTRKTTRANSPORTATIONADMINISTRATOR J,D, ?IRTZIL AFPROVED 19 SECRETARY OF TRANSPORTATION T (It D§` f • I N T L-2 4`1 L n A, rr M.Jp. 9.00 I. L S,tA. 2 6f + 0, BE NON 0FHHS-16(. \ \' T 2e. N T 2 7 N "b" me, i PAM i 10 PROAO ;n 00 10 WASk I ` rr \� �154 ; t - _ r5 r R 5 E--, --:o R 7 0110 c: z c z A S C T RU C >k. hire" . ,)S`�LY FZ 8 � SR 515 MP 4.00 TO MP 4.23 JCT. S.E. 192ND ST. CHANNELIZ•MN KiNO COUNTY VICINITY MAP WASHR407ON STATI DIPARTMANT OP TRANSPOVATION oLymwm,. WASM"Wo" W. A. VUUlY WCOATART ApmK-m July 7, 1976 SHM j To 12 94mrsolm PROJECT LIMITS, SUMMARY 0F• (JUAN T ITIES STA. 264 +00 TO STA. 276 +00 LENP m: 1200 LIN. FT. 0.227 MILES ITEM TOTAL UNIT 1 T E M N0. QUANTITY 73W154 //H.5 - ion i FfJ GROUP 1 SR 515 192nd St. 26T000 11+00 f[t ti•( tl• M la �- CONTROL CONTROL PICrt tFl((T Tgryl tT�f( I(t •It Oy1(CT �� r(.• C 6wYYTt WASH NNs- i�61 iI� L Liz tit I LATIN L.S. 2 1 ACRE _ CLEARING AND GRUBBING 3 1 limp �lllm LS- REMOVAL QE STRUCTURE AND OBSTRUCTION 162 U L.F. REMOVING_ TEMP PARY S R i� �RR G 1,545 C.Y. ROADWAY EXCAVATION INCLUDING HAUL 80 GR�VEL nnnn,i f,,Irl UDINr U 850 510 n 4 COMPACTION - _I 700 41� DRAINAGE 103 C.Y. DITCH EXCAVATION INCLUDING HAUL 108 10 5 ION 8 INCH QUARRY ROCK 5 5 A;7 i F SCHEDULE A CULVERT PIPE 12 IN DIAMETER 650 207 SEWER 7 EACH CATCH BASIN TYPE 1 4 3 _ V F R I - EA H OLID '-,ETAL FRAM- AMD COVER 1 STRUCTURE 15 21 n r v GRAVFI RACKFitI FOR WALL a ti SURFACING .. s 17 1,310 1 TON G R1VEL BASE CLASS B I 960 3SO 715 T FACING TOP COURSE 523 192; :r ASPHALT LIQUID -- - - - _ - — - - -- - 1.5 TON ASPHALT FOR TACK COAT 1,3 0.2 ION ESTMATES ONLY RECORD COOK N0. ' * •_ z lilt 515 W 4.60 TO Mf 41X. JCT. S.E. 192ND ST. CMANNELIZATION KING COUNTY _ _ ' WASHINGTON STAY! D"ARTMHR O! Yo UtwoRTAIYOK.., 1 �: f ' ' u o�Yttru, wA(NINeT*tat( ,F 4e W. A. wufY tidlRiM►. 1o2 76 1,1 y 7, 197 8 amm"a whim a w 2 w -1, il I I I E S I M HINA l4QTE , for soociol hOturN tN %W'01 PMV'9'0"$. oon.lrrr iIBa1�c. ITEM TOTAL NO. QUANTITY UNIT SUMMARY OF 0UANTITI ES LENGTH: f I T E M 781d154 GROUP 1 SR 515 192ND ST. 264 +00 7 +50 TO TO 11 +00 276 +G0 elf N.f f1Y M 1p GROUP 2 EROSION CONTROL (1f 1( [[f •.$ �gOJ[Ct M WASH HHS- 1061 0) /. ►Cfl fM((7 fOffl (.f �[ fplft{ 12 ASPHALT CONCRETE PAVEMENT T 500 DOLLAR CRACK A N _. 21 200 TON ASPHAL=NQ, FOR PRELFVFLING CL_ B INCL_ PAVING ASPHALT 22 PAVING ASPHAIT 1,400 440 - 23 18 EACH ROAD APPROACH 13 5 -A$_PHALT_CQNCRETE SEEDING AND PLANTING 24 0.5 ACRE SEEDING 25 015 ALR 0.5 26 ACR -LRIILILING M HMG 0.5 27 1 E T.2,000 TEINPOR RY WATER POLLUTION CONTROL – _ —LII TRAFFIC I,. ,CXIIIA A I E PREC6NSTRU - --N 8 98 L.F TYPE T 9 20, 100 L.E. BEAM GUARD RAIL TYPE L— LOG _. ! 4. r -1, 30 A 1 _GUARD RAIL ANCHOR TYPE 1 _ 2 3 2.000 L.F. TE11PORARY STRIPING 1 500 3,820 L.F. PAINT STRIPING 33 _ 40 L.F. THEP.MOPLASTIC STOP BAR 40 34 2,070 S.F. BARRIER STRIPING 2.070 1 35 00 4 EACH PL A Si-IC TRAFFIC UT 34 36 LUMP SUM L,S, _ ILLU!jINfjIOj SYSTEM COMPLETE L.S. L.S. - [ '� - -- 37 500 HOUR LABOR FOR TRAFFIC CONTROL 400 Ica OTHER ITEMS V .»., i• 687 C,.v, STRUCTURE 95 C,Y, GRAVEL BACKEILL FOR PIPE BEDDING 71 24 -� — _ 4 12 O.Y. GRAVEL BACKFILL 12 40 M GAL WATER 25 15 _ 4j g 'JI'J !JALL LUMP SUM LS. TRIMMING AND CLEANUP L.S. L.S. OjQ:l�,flr- 7 SR 515 FAP coo TO NIP 4.13 JCT. S.E. 192ND ST. CHANNELIZATION KING com" WA4MM OTOM STATE DEPARTMENT Or TRAMPORTATEOM. . OLYMPIA. WAE1,146079" W. A. BULLET mca"A" ` y � Ili C n - - Al - - - AV) — a__....... ......I e.eariRiel[IS. I MOTE . for patrai Jw....,, ... :.-- - - - 1, I I � !I i I e i. I, i i I II I, te N v c � I N c 7 � v w r LV `n * Var. a` Var, * Var .4- 8 _I_ f0 II _I_O 6 _ _0-6'_ _ Id -W _i 4' 8' Profile Grade 1 rvot Point /7 Existing P.C.C.1 Pavement ��• -u1- nl eln= lo' la 7 ROADWAY SECTION A SR -515 STA. 264 +00 to 276 -00 See Shee4 10 Fur W iA+hs of Pavemini' ROADWAY SECTION 'B S.E. IQ?nd St. STA. 7 *50 to 10 +90 r Nl i .e ID �o wwSH.. H145-10610) '4 If 12 1BW154 3 0-AsphaIt Concrete Pavement Class B O.iZ' Min. Comp. Oeptlt O-Asphalt COncreie Pavement Class B 0.3:' Min. COnp. Depth O'Crushed 5urfacinq op fours¢ l O.ZO' Min. Comp. Depth (J -Grave I Base Class B 0.40'Min. ComR Depth O- Asphalt Concrete Pavement Class B Wearinq Course 0.15' Min. Comp. Depth © Asphalt C.oncrete Pavement Gass 8 Leveling Course 0.20' Min. Comp Depth O7 -Gravel Borrow 0.45' Min. Comp. Depth r S Inch Quarry Rock, 5ta 266 +25 to 2(.6.55 Rf — �Tn- 1iT?IT 1T ALTERNATE SHOULDER SECTION SR S %S sfd Z&7>06 / 27I +00 =1 _ul -in o_o Irl _u- - IG "iiDC III Q.o 'III -i! —__ 0 it e 41 Gravel BaCk t-or o.s Brdd nq PI PE DETAIL (Tvp•) 2� yard Rail I'min� i ooc Voids to be Shc¢d wit roc s 1 ?? r @askfi _F 044.r rain Pipes ROCK RETAINING WALL SR -515 STA. Zbb +43 to Z67 +1!o (36' at) �OR "AS CONSTRUCTf -1 --- ...4 %NS" ONLY SR 515 MP 4.00 TO MP 4.23 JCT. S.E. 192ND ST. CHANNELIZATION VINO COUNTY R.OADWAV SECTIONS WASHINGTON STATE DEPARTMENT Of TRANSPORTATION OtrMNA, WASNIN07011 W. A. W ASY IVAITAR► nrTRrv� July 7, 1978 tONT.AO Ml'0E0 14 '74 — ow 4 OF 12 Omm i a In s ! r o \i. ` Q) y v c ...to . wes.H ..5.8161(1) IS aF 12 7810154 "rIs` c lid r`cd'0.`.� 269.92.58 (SR515) A.P= - c�e� 4,4 �• 10.00 (SE. 1921° 5f) a.F 1 STA. 264 +00 Remove. Conc. Curb BEGINNING OF PROJECT�ri MP 4.23 BEGINNING OF HHS-iO61 (1) Remove Brick Well s.�t E ST A. c7b-00 Remove Rocker v� EN OF PROJECT • s'WolKwy Easement --\ �(�k ^� > 6 F ENO OF HHS-1o6i (i) �cr` Remove Concrete Gurb Remove Lenient �.onc Driv¢wn \ �a`' 9.200 Bid b - - ; k�N' W 1 - y SR-515 c------------------------ 1' o Vtj 1 0-64 28'E _____ `__!_EOfeESE^1. S8Tf. _ <Gv.L___ __ ___ _ -�, -e fF _< y _pA �--------------- _______ -_ ------ _ / r bo`a wRO r. Fso,� rc;ti' _ I ....,r "`•M'r " -:'�� o m " i..o. ro.,m w H ...r yaa.o®iu !3gWeo�w ` y g 9 2 3® ie 3oa N 7 B v L Rve Con emoc. Curb nr,•ec a. r - - / CURS nN � / gip* Remove Wood border `Remove Rockery F b • I �. -' ji CO. *3 Sig Cie, U as � " •, I� D. Nei Rer..ov� er st, Giles 8 -IX t aa;N,+ C.a. -its j ! Add New Gw+e•L,I,4 t �IeI lip N 12` oI b�I I� vl LLi SR 515 MP 4.00 TO MP 4.23 JCT. S.E. 192ND ST. CHANNEIIZATION RING COUNTY PLAN 50 M /0 0 50 /00 150 100 d'aolo /N real wAfIONOTON sun OPARTMWT O/ TUMMORTATION OLTW#M• WAY 66110 i W. A. KqM *=TOT J.ly 7, 89T8 celn.•c. wAmm 1.2 Mw 5 OF 12 M" 1-17 ziill I II aia Slt I III ii ICI ✓j I I!I IIgII'I Ion a e a I RT. ..I.. TT -I. - - �QUANTITY TABULATION _ �I NOTES' - THE SHEET NUMBER REFERS FII! � �NONNNN N TOTHE PLAN SHEET SHOWING NNtaNNNNNNNNd THE CONSTRUCTION FEATURE. NNNNN�N�NNE]i N p NNNNNNN NJ Z SEE STRUCTURE NOTES FOR U NNNiNNTr N NONN� N 73 o J NNME W ALL DRAINAGE ITEMS. < 3 I D J O Z LL $ aS o GUARD RAIL ITEMS ARE < U I U j CZi F. TABULATED AHEAD OF ALL OTHER MISC. ITEMS. ���iii y H i NNN Vfl Ec� Z I N NNN�■NNNNNNNN = OOH 3 W r o N c w a ' i MEMO immE m mm M gg qq }y{ to V ul NNN N NNNNNNNNNNII M & ME m mm m m 0 0 a a MEN ME T T m PLACEMENT SH. 57ATION 14 i y LL S 14 "• ". I`• �e CASE NO NO. J ci J J J J v; W W `- BEGIN ENO NNNN N 5 SR 515 - 264 +00 TO 276 +C0 NNNNN�i1ii� � 151500 297D NNN 5 192nD ST. �i N NNN (0 192nd ST. 9-74 RT. _ 20 10 1192no ST. 1,0 +26 LT. mum N � L9 2§9 +36 �N N NNNN ID SR 515 - 270 +40 TO 274 +62 ID ___ 1 SR 515 265.16 TO 269 +60 RT. ..I.. TT -I. SR 515 267-04 TO 268-221 RT. NN,NNNNi�■N�N NN N■�IC =NNNNNN��NNNNNNNes• SE 192nd 9+2+ TO 8-5C IT TO N NNNNNN NN NNN© -SR 515 —270+7C TO 271 • 3NNR�NNNNNN N NNNNNNN NNNNN NNO N N NNNNN N N�NNN�N mass ® NNNN N NN NNNNNNN� iii N� NNNi:N�iN NNN NNNN �NN� - NNNNNNNOBiiNNNNNNNNN �NNNNNNONNNINNNNNNNN NNNNNNNNNNNNNNNNNNN N os NNN NNNNNNNNN NNNNN N NNNNiiNN�■NNNNNN�NNNN� N NNNNN�NNNNNNNNN NNNNiN NNNN NNNNN NNNN � �_ NNNNN NNNNiiNNNN NNNN.. IN NNNNMN�N����ii�■�iiiis NNNNNNiNN NON ii N - -- - - -BEEN tea • I _ MR- mm .aetoN ne. .tAn '.o�AeT .a. wi ..o. t0 wAaN. HHs- 1 610) T ei 12 ... 78'.x!!5? GENERAL STRUCTCT S URE NOTE ... -._ _, _ 2. REMOVE EXISTING CATCH BASIN. 3. PLACE S INCH UAR DPY ROCK IN DITCH TO A DEPTH Y 0.75 FT. BETWEEN STA. 266 +25 AND 266.55 NT, SR 515 MP 4.00 TO MP 4.23 JCT. S.E. 192ND ST. CHANNELIZATION KING COUNTY STRUCTURE NOTES MLY ' AND QUANTITY TABULATION p ' ''WASHINGTON STATt DNAtIMIM OF TRANSFORTATIOII — "— ' OLYNI"k WASNINGT0N �! W. l awn YCtf1At7 + App-m J.1T 7. 1978 cow-w w.w.s /_ 76 s m •T OF Q. own se s..r - - - FII! � �NONNNN N NNtaNNNNNNNNd NNNNN�N�NNE]i N NNNNNNN NNNiNNTr N NONN� N NNME NNi>•NN © ©NNNN N =NNNNN NNN N N NNN�■NNNNNNNN = MEMO ' ' i MEMO immE m mm M & N AN r� II wmm, m- 91- N a M NNN N NNNNNNNNNNII M & ME m mm m m 0 0 a a MEN ME T T m mmm M ��� N N NNNN N NNNNN�i1ii� � NNN NNNNN�NNNNes�a � �i N NNN mum N � �N N NNNN ® - - .aetoN ne. .tAn '.o�AeT .a. wi ..o. t0 wAaN. HHs- 1 610) T ei 12 ... 78'.x!!5? GENERAL STRUCTCT S URE NOTE ... -._ _, _ 2. REMOVE EXISTING CATCH BASIN. 3. PLACE S INCH UAR DPY ROCK IN DITCH TO A DEPTH Y 0.75 FT. BETWEEN STA. 266 +25 AND 266.55 NT, SR 515 MP 4.00 TO MP 4.23 JCT. S.E. 192ND ST. CHANNELIZATION KING COUNTY STRUCTURE NOTES MLY ' AND QUANTITY TABULATION p ' ''WASHINGTON STATt DNAtIMIM OF TRANSFORTATIOII — "— ' OLYNI"k WASNINGT0N �! W. l awn YCtf1At7 + App-m J.1T 7. 1978 cow-w w.w.s /_ 76 s m •T OF Q. own se s..r ti y. L 3LA Lij ;; Lr!i L AIM �1 ZIfV 7aoer l'Sfo Exist P. --f `II t I�c BE 192At St. Ste. 7 *SL> Amomr t p I � Illh C. a- A I MP. 4.00 I SIN mn, ,Ic 4 e.3z'wcv =— liar— Klr.�^— G � ¢ - -- / M, 4.00 TO MP 4.23 Teper /.•�'te Exist Po � !, fee SteCp.'3 C.O,+�S rim !SIT See Cp•»I �Cc,'RI t 3 DRAINAGE PLAN SE. 192 MD St SYa, /U+•90 I I�N � I ti', JO rh LPlas tie Tra ff,c E�� »oor OCARIART c0' Can *a rs A o 4 I M a 1 I � I Y 4 � �I� !1I � 1 A 8-9 delci•ed -CO T+� � M c- rJ tt3 �I �! B- I I deVe }e4- Co, W ` I I' E- I'�deleie� -G,O, zsI I I I I I $-ISdele4 eci-C.G,*l3 - MEMO" 50 ,17 v 0 SO DO 150 100 amm In feet GION STATE tAL A!� C1 SHEET NO 10 MASK 14HS-ID6! (IT $ of 12 7$ W 154 MP 423 4 xh A - .�4W. 14A r� {tr1 `AS C0N'7,, R CT SR 515 M, 4.00 TO MP 4.23 JCT. S.E. 192NO ST. CHANNBIZAnON Rwo souRm _ „__ DRAINAGE PLAN — sWMaIOM VAR DWARTM NI Of TRi"MIATIOM WAWA, WASHlGYM, W. A, sup OCARIART A1r1 ate J-11 7, i91b co-aw —00 /d 71 •eRe 8 or 12 sRns s,e J'/ ! :v iie o In V Vi 1 it W 3� GOVT LOT 3 Lijl� 5EC. 5 V)�Z c ?1n! 9 E A SW V4 5EC 32 Tr 1:15 ro Exist P rement MP 4.00 a ~ pe 5E 192•° St S +e., 7 +50 JTA 264100 BEGINNINO OF PROJECT BEGINNING OFHHS•1061 (l) e >, u ✓� w � L � n $ + ro m 1 I 269.92.58 (5R515) A.P= n — 3� a c e ' •..1 I I to•Oo (S.E. 1920/ 516.) A.. o m m e J� Fti .um E` 8" S-JA VAiir 51rip. it 1c N E 18 "Bomare�r) Stripa W Edye Stnpa N c9 ca �_ `\\ l _%1145 / W RlW \\ I End Toper I 5 i j - �w - - - -- — - -- — '4 °i —m -- —L �` Tops y /B ",gorriar Stnpe n 0 v �Edye Stripe I ss'R. 33'R, N o' i to Exist Pevemonf I, SE. l92 o �. id H. w St Stn. /0+90 m .: c! D. o w' N Pl—h. T-01" Buttons m e I w +° m� a °I on 20' Centers (TVP) m vll i� m i r o S W 114 5 E V* ' t: SEC 32 GOVT LOT 2 I SEC.5 50 30 l0 0 by /00 150 10o . SCO /c In Feet NEGgN SLAT F D 5--P ROJECT ND 5 -EET 10 (WASH H H 5.1941( I) IOo(12 781.1154 I MP 423 8TA 276100 END OF PROJECT ENO OF HHS•1061 (f) a XINr u�0 e n � col W FOR "AS _CONSTRTUCTE PLAINS vltl SR 513 MP 4.00, TO MP 4.13 JCT. S.E. 192ND ST. CHANNELIZATION KING COUNTY CHANNELIZAT10N WASHINGTON STATT OBMTmw 01 TWNMW:ATM M OLYWP . WA(/MMGTOM W. A VAAr NOtlTAST AIeeT'! July 7. 1978 C MM40 M AIMIN /a 74 mm to a 12 own I f' bj v �ti e c X v h W � J 1n 17 Cons +­ 2In'ti 14,gk r 1-e Wda f 11 Aso�al+ C­— +. B<rm On aAcA A+ 3' I S S.E. 'a nd SB- 0 L l4 And A+ ) S.E. 192nd S +a. 8.40 L+. r f I I I m I I j Edoe o± Shoulder ROAD APPROACH DETAIL I SCHEDULE ,� \ STATION A Rea�afonce Spot Wed (7,,.,,, S-p /acts) GS.TC, si.„ I s" 2 65 +80 Lt 20 40 "(R/V,4 2" 4" 4" 3 Ton 267 + /2 to 268110 Lt 9/, Wd.x 7/8 /.q. S /of j (, yp.,. I I i I i t i i i I 268-34 Lt .. 7 ALTERNATE LAND ANGLE FOR TYPE D STEEL COUPLING BAND ROAD APPROACH SCHEDULE ,� \ STATION A B GS.TC, AC.P 2 65 +80 Lt 20 40 "(R/V,4 4 Ton 3 Ton 267 + /2 to 268110 Lt Match Fxist. Pov. �I G Ton 268-34 Lt 12' 40 '(R/W) 3 Ton 3 Ton 267 +34 to 268 +14 Rt Mct,-k E-Aist. Pay. 17 Ton i4 Ton 270 +52 to 27/ +80 Rt Match Exist Pa V. 11 Ton 272+38 Lt 12' 12 3' 17 Ton 14 Ton 273+10 Lt 10' 40'(R /W) 3 Ton s ion 273 + 76 L t. 12' 40' (R(W) 4 Ton 3 Ten 273 +88 Rt 18" 40'(R /W) 5Ton 5Ton 2 7 4 + 72 Lt 12' 40'(R /W) 4 Ton 3 Ton 274 +88 Lt 12' 40'(R /'tti') 4Ton 3Ton 274 +87 Rt IT 40'(R /W) 5Ton 4 Ton 275 +50 Lt 30' 36' 9 Ton 7 Ton 7 +92 Rt (51. 192M1) 27' 4-5' 2Ton 2 Ton 7 +9b Lt 12' 30'(R /W) 3 Ton 2 Ton 8 +40 Lt 12' 30' (R/W) 3 Ton 2 Ton 9 +00 Rt 12' 60' 5Ton 4Ton 10 +45 to 10 +9OLt Matck Exist Pay. to Ton case r.w nr, —� ,•• 272.475Lf, Iz' 123' 10.1'-60 RI, 10' 20' 'a L y'x2 "x V, ,� \ I �II III 111111111111 ' 70 _eve.'op Str2ngfh �I P/ AN I i IAIt 2-6- A-*7 h'a/�ce/ C.S. p)'I I I -ii llllljllllllllli'Illilllll V, --I A A44- J As s an en o Hernoh fe Sweaga, Br erI`+�' d 8rryscbp may A u ad. ELEVATION m � ���� V".ty!6 a ,wnnr[!w /mg Bend -4: C.S.R CsA wnere Risge. e SECT /ON A -A SECTION B-B CORRUGATED STEEL PIPE FLANGE COUPLING BAND APPROXiFvrATE FRECONSTRUCTInN ESTMATES ONLY AS BUILT QUANTITIES IN FINAL RECORD BOOK NO. Z '�wASN.NMlS•I,0I.1 I.._ T8W154 J J i FOR "AS ra�iNSTRI�C E f PLANS" ONLY SR 515 MP 4.00 TO MP 4.23 JCT. S.E. 192ND $T. CHANNUIZATION KING COUNTY MISCELLANEOUS DETAILS WAWWMION ETA" DPAXINENT OF "AN 'AfMN OLYAWA, WANYNGTON W. A. nMtn 1EMMn unoeM J'N -7,1978 cwv&%p Mrr /.776 wM 11 Gr 12 sum JA J ed7 C T d � m h J � t Z a ivTr N 7- o' it U N K� 1 nt �>th Nat -dp Ga/vanizrd After FaGri- cation. Fasten To lop O{Service Panel Wifh % "- 20Mac4ine0o /fs Nut.+ And Woshere. � I I I i --' i Ffono Hinge I- I I I ___ I I I I 1 Front i s'g" S uare O en Mesh Na 14 Go e NOTE: Me ter Bose 1 1 1 a ✓en e_! irc. // re Sno// Be Osub /e Crimped And •Seou,e /y Mounted Photocell When Ins,vIlcd Shat/ Se—ce No SA D 2640 C /inched On Chonne/ Fromes And Have A Minimam Of N07S: A// Electrical Gnnecfions Hot -dip Go/va.nize Ar ter Fobricotian. 2' Clearance Io Any Between The .°hoface// And 7 {,n Fasten Chonne/ Fromes To Inc %sure Parfian Of The Inc:osure. Serr :ce Puree,' S'ba ;! 9e Mnd,• - W�fh %¢ " -ZO Machine Bo/fs And 16' Through Wafer Tyht Nubs And Washers, d \ /D Bushings, 2 Standard Plan ✓ - /BeJ, except insids demension shy :! oe eW instead ` PHOTO ELECTRIC CONTROLLER INSTALLATION DETAIL /d' 42' of /'4 ". ,nsta,l all epu oox t as shown on wiring schematic. Stub out one 7.70#38 Rt 3 5R 515 .II( S.C. 1 spare 2ho,46cui f. RW � N Z Fri V1 to M1 I 1 � �1 1 _ I N (_J Z m 1 LUMINAIRE SCHEDULE STATION Se—ce No SA D 2640 CAW4117 NO TYPE MAST ARM SERVICE CABINET AMMMS NE/GNT nsta /1 Jorwce Type n'Mad Aed. 268"08 Lt `I / -A WIRING SCHEMATIC 16' Cabinet shall conmst aF the /eft /a/F of the Type D "cabinet as shown on /18 d \ /D 269.37 Le 2 Standard Plan ✓ - /BeJ, except insids demension shy :! oe eW instead ` 4 / /d' 42' of /'4 ". ,nsta,l all epu oox t as shown on wiring schematic. Stub out one 7.70#38 Rt 3 © .II( S.C. 1 spare 2ho,46cui f. O 40' ZSO See Znsfa /lotion Instal/ Photo cell On Service Cabinet Power Saurc I -A III S.C. /6' De ai , This 5 ee (See Detail, This Sheet). e40 V Z50 Ta Future S9na/ PS.P{'C,Ca i C IDENTIFICATION LEGEND O10 1L Meter Bose V� Main Breaker (,lee Breaker Schedule) C 03 COntoo/ Breaker (SP- 15Amp) /2 -0 Test 5witch (SR5T- 10Amp- 125Yott- '7"Rated) J /5 ( !J O Photo Eke?,-ie Control 1 Chassis Ground © )Future Breaker) Spare, No Brmker Required /3 T I O Brwvh Breaker (See Breaker Schedu /e) �8 Elapsed Tme Meter (Non- ,Pesetfabk - 99,999 Hours) O— //�� 0, O Contactor (Ste Bleaker Schedule) U1 I O Aleuts/ Bum // Receptacc Groundrd (/—TAP) /2 Receptacle Breaker (GFl - 15 Amp - /ZO YW) 13 Thermostat O Srip Hea ter (,3?OW40- Nominal) /5 Neater Breaker (40•- 0.S°- kbmina /- /SAmp -1Z5 Yo /t) N (_J Z m 1 • WA*L HHS•1o61 (1) 12.(12 78'-j 154 WIRING SCHEDULE LUMINAIRE SCHEDULE STATION CUM /NA/ Fr NO CAW4117 NO TYPE MAST ARM O /Sr,1XfI PAV7ECY,E AMMMS NE/GNT Wf. 268"08 Lt 1 / -A III S.C. 16' /6' 42' ZSD 269.37 Le 2 J -A III SG. 16' /d' 42' ZSO 7.70#38 Rt 3 / -A .II( S.C. 16' /0' 40' ZSO 27T .70 Rt 4 I -A III S.C. /6' /6' 40' Z50 • WA*L HHS•1o61 (1) 12.(12 78'-j 154 WIRING SCHEDULE RUN NO COwOJ/TS/ZE W/2ES.2E Cj,11-11T NO BOA — 3 le Service 4 _ i 4z In. 2 of 1 -A 3 SO A Fu✓•ur< Signal /S A Conduit and conductors ft be installed up pawn po% per serving uti /�tys regu/rements. iAPPROXIMATE PRECONS ?RUCTION ESTMATES ONLY BUILT QUANTITIES IN FINAL RECORD BOOK N0. Nofet: / 0 -em,,m shaven ,6r se —re cabinets on S&mLvd Pons " minimum &,me ores, and shall be increased wlvre necessary to encime squired equipmenF 2. Tha fohbwih9 equpwnt within the service enclosure shall be ioFntiF.•'td by an ahompriate engraved phenolic name pate with xfx io av /so flint branch circuit beaker and Canto r name plates shall identify the retpeahve circuits Shown be /ow. item: (L9ht,hy 1 -A) (Signals) (Control) .S7 do /G 0 SO /X /SO 200 &-ale /n Feet LEGEND / ISO t4Fatt Sodium Vaiwr Cumincure And Cum,nw a Number Steel Pole And Mast Arm ® Standard Type '4' or B ",)urethan BOx m S +andard Design C Jorciibn Box ® Service And Cabine't' COndu /t RunJ l�s Conduit Run Number �---(/ New eacat,on I I ! F-j t irg S,gn And Support To Be ReloeaAed exabn9 Cocwton BREAKER SCHEDULE —' 6REAe6,e SIZE 4 Main BOA — 2ranch 15 A Nofet: / 0 -em,,m shaven ,6r se —re cabinets on S&mLvd Pons " minimum &,me ores, and shall be increased wlvre necessary to encime squired equipmenF 2. Tha fohbwih9 equpwnt within the service enclosure shall be ioFntiF.•'td by an ahompriate engraved phenolic name pate with xfx io av /so flint branch circuit beaker and Canto r name plates shall identify the retpeahve circuits Shown be /ow. item: (L9ht,hy 1 -A) (Signals) (Control) .S7 do /G 0 SO /X /SO 200 &-ale /n Feet LEGEND / ISO t4Fatt Sodium Vaiwr Cumincure And Cum,nw a Number Steel Pole And Mast Arm ® Standard Type '4' or B ",)urethan BOx m S +andard Design C Jorciibn Box ® Service And Cabine't' COndu /t RunJ l�s Conduit Run Number �---(/ New eacat,on I I ! F-j t irg S,gn And Support To Be ReloeaAed exabn9 Cocwton BREAKER SCHEDULE —' 6REAe6,e SIZE CONTACTOR Main BOA — 2ranch 15 A .i0 A Coi;tro/ IS A — Si na/ SO A — /S A Tta./Cnnrl 3A kk'A. FOR "AS CONSTRUC PLANS" ONLY SR 515 MP 4.00 TO MP 4.23 JCT. S.E. 192ND ST. CHANNELIZATION KING COUNTY ILLUMINATION WAS MM6T0N RAM Deal~ OF MANarMTATM7M oLTIM111, WANMNOToft W, A. NUAT smm"v AiweM July 7, 1978 emmAo wmm /e2 76 ow 12 of A2 son _'^ ° ja