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HomeMy WebLinkAboutzT-1226SetSCHEDULE 'B' STREET LIGHTING AND TRENCHING 1 40� PROVISIONS ®/ R AVE S. S 3"d S-r TO S 9P ST (Projected) REVISION CITY OF RENTON DEPARTMENT OF ENGINEERING TRAFFIC ENGINEERING DIVISION SCHEDULE IBI �11LLF� L cr I FILE NO DRAW CHit,:, A SCALH P�ra,o eoo�c a�os�.. DATE APPROYfi SHEET OF 34 10 -3 M MR, Mr m in 1z, CL ,Zt = 8 Con cl u c: -ko -r 6.5 2 L-J <j 24�� 0 SERVICE z NOTE: Photo cell to be wired back to cabinet for conta ctor control L I GHTING C IR CUIT 240 VOLT SALLA,5T 'Fu PP IL Y iot L 4 RED ITHOUSIN6 WHITE GROUND 011SIN-5 ROUND /15 WATT LAMP COLOR CORRECTED TERMINAL MERCUR Y VAPOR BOA RA CAPACITOR NEUTRAL 0� —28. 2 , 4 LOCATION—LIGHT FOUNDATION T YPICA L LL CIRCUITS 11, 10 Con c/ucfo-r - T WHITE ,tr-,;t scxr.r (p . !� m= ,q,p.p ro X. 0' -5/8-.K S'Grw?d Rod 5-18 X 2-OX4 GA-LVA,t-j,ZE,p ,STEEL ANCHOR BOLTS:- EX TE IVD- -5' ABOVE FoulvD AT/ ON . STREET LIGHT CONTROL CABINET ... . ...... r ct ry) CEI --------- ........................................................ a ------------------------- --------- ........................................................ a CEDAR AVE S. @0 ---------- ............. -------------- "dimm- dh� . . . . . . . . . . . . . . . . . . (a. l0' VERT. /4 NO. i REVISION 3-14103 1 CEDAR AVE. S. - .--- ..�._._._._._._..._.._. ._._. _._ _ _ _ _ _ _ _ 0 17 L� 18 19 e Underground f+ Termination I uj � F zi I.II l ® ® 2 I Vi n - . _ _ . _ . _ _ . _ . o.. _.. _ . _ . _ .. _ . _ . _.. _ . _ . _ . _ . _ . _ . _ .._ . _ . _ . _.. _ . _ . _ ..._ . _ . -. _.. _ . _ . _ . C % r INSTALL = GUARD RAIL AND 8 "x8" WOO POST t ------------ . ......... 22 23 A Trim tree folige to clear pole ! 4-iff N 0 T E INSTALL GUARD RAIL AND 8" x 8" WOOD POST SCALE: 1 = 20' HORIZ. /0' VER7. 25 t 26 Edge Of -; ' Roadway Use Dirt Fill Around Top of Foundation 2' Approx. 27 3-1,403 0 � i�� \vii\ \` a �=✓i�i_- \ \�\iii� \ \\ �/i / \ \� \ % //� V E N t m _w c J s F a m r/l o H 2 •} 6n 6n Power 24�� tG N O i TRENCH SCHEDULE Approximate Number of Linear Feet n— +tip FCIIG❑ J I4C Location (width x depth) 26" 40" 46" South 3rd Street Crossing 12" x 26" 50 ft 35 South 3rd Street, north side 12" x 26" 40 ft 100 35 South 5th Street - from Cedar 24" x 46" 12'! x 40" 120 ft west 120 feet ' 9 + 68' 12" x 40" 5'• 35 South 6th Street - from Cedar 12" x 40" 12a' x 40" 120 ft 35 west 120 feet' 13 + 50 j2r x 40" 35 South 7th Street - from Cedar 24" x 46" 12!.x40" 70 ft east :70 feet 17 + 00 12" x 40" 35 Cedar Ave. Street'' Crossings STA. Numbars 0 +'25 12" x 40" 105 35 1 + 78 12" x 40" 35 3 + 80 12" x 40" 100 35 7 + 90 12'! x 40" 35 9 + 68' 12" x 40" 5'• 35 11 + 92 12a' x 40" 20 ft - SPECIAL 35 12" x 26" 13 + 50 j2r x 40" 35 12" x 40" 15 +00 12!.x40" 35 12" x 26" 17 + 00 12" x 40" 35 12" x 40" 19 + 6,3 12" x 40 ". 35 12" x 26" 20 + 50 12" x 40" 35 127 x 40'1 22 + 43 12" x 40" 45' 12" x 26'" 23 +187 12" x 40" 35 12" x 401' 25 + 53 12" x 40" 35 12" x 26" 41 Power � min mum TYPICAL IrRENCH CROSS SECTION 12' mini mum Q. n m P 9 C t Y to c N � J t O F _m v) � F 121 TRENCH SCHEDULE Approximate Number Cedar Ave. South of Linear Feet West Side De the Trench Size STA. (width x depth) 26" 40" 46" 0 + 25 to 20+ 53 24" x 46" 2,068 Cedar Ave. South East Side STA. 0 + 25 to 1 + 30 12" x 26" 105 1 + 30 to 2 + 20 12" x 40" 90 2 + 20 to 3 + 20 12" x 26" 100 3 + 20 to 3 + 80 ,2...x 40" 60 3 + 80 to 4 + 75 12" x 26" 5'• 4 + 75 to 4 + 95 Bury red marker over water line and extend 6 ft either side. 12" x 4" CAUTION - over Seattle water line 20 ft - SPECIAL 4 + 95 to 6 + 95 12" x 26" 200 6 + 95 to 8 + 30 12" x 40" 135 8 + 30 to 9 + 40 12" x 26" 110 9 + 40 to TO + 20 12" x 40" 80 10 + 20 to 11 + 45 12" x 26" 125 11 + 45 to 12 + 30 127 x 40'1 85 12 + 30 to 14 + 80 12" x 26'" 250 14 + 80 to 15 + 55 12" x 401' 75 15 + 55 to 17 + 00 12" x 26" 145 17 + 00 to 17 + 75 121 x 40" 17 + 75 to 19 + 15 121! x 26" 140 19 + 15 to 19 + 65 12" x:40" 50 12 + 65 to 20 + 55 12" x 26" 20 + 55 to 24 + 55 24" x 46" 40. Z4 + :5'5 to 26 + 55 12" .x 40" 200 su 7`1 -H! .. Y . ..�,f.. 1. LEGEND: 1 Ft. Wide Trench 2 Ft. Aide Trench MATChT EXIST. CURB RETURN DATA R 8 L T ® 1 15' 91° 06' 14" 23.85' 15.29' © __I.5' 1 89° 53 46 _ 23.53 14.90' o I 3 �i I I o I STA.1 +56.30 CONST TYPED" CONC. DRIVEWAY W =10' H DA 1-I H V G. J 7 STA. 2 +15.00, t �ONST. TYPE 0" S Ii zi �STA.3 +8 . -0 ,T - -1 nwm fl1WM CO,NC. DRIVEWAY W =10' C CONC. DRIVEWAY C CONC. DRI VE. Y Y W=g' W W =9' F' P P / / N � .. i cm N M + a + 18.5' O STA. 0 + 85.20 CONST TYPED' STA. l + 70.00 - CONST TYPE D" I - - z 14 _ CDNC. DRIVEWAY CONC. DRIVEWAY 30 W= 9' W= /O' G D DA 1-I H V G. J J. I STA. 2 +15.00, t �ONST. TYPE 0" S STA. 2+64.00 STA. 2 +88.80 � �STA.3 +8 . -0 CO,NC. DRIVEWAY W =10' C CONC. DRIVEWAY C CONC. DRI VE. Y Y W=g' W W =9' F' P P / / w f -$ ---- - - - z 14 _ Ef STA. 2 +19.50 CONST. TYPED' CONC. DRIVEWAY W =12' o� G�P< sSv�ti SCALE: l = 20 HOR/Z. 10` VERT. CAUTION!! CC -VTACT SEATTLE WATER CO. BEFORE EXCAVATING IN VICINITY OF WATER LINES. CALL 583-5891 L0 Q J FOR SIDEWALK CONSTRUCTION, WEST SIDE, BETWEEN STA. 4 +64.3 8 STA. 5 +32.0 SEE SHEET l0, DETAIL A'. STA. 5 +54.0 CONST. TYPE 'D' r- CONC. DRIVEWAY W= /O' PP -- --- -_� MH 6 MEN CEI DAR AVE. I S. 4" W 6 "SS - - STA. 9 •t 82.0 !0 t 39.0 CONST TYPE 'D' STA. STA. / TYPE 'D` CONC. DRIVEWAY STA. 9+•09.0 W=/O CONC. DRIVEWAY CONST. TYPE 'D' W =9' CONC. DRIVEWAY W = !O' ........... ��� :: ice► • 0 � N h M N W Z_ J STA. lI t 76 .5 CONST TYPE 'D' CW N9. DRIVEWAY STA. 10+89.0 CONST. TYPED' CEDAR AVE �` CONC. DRIVEWAY W =10' CONST. TYPE 'D' STA. l4 +86.7 STA. 13+27.0 CONST TYPE D' CONC. DRIVEWAY CONC. DRIVEWAY W= l0' CONST TYPE A CONC. DRIVEWAY W =!0' I I Q W= 16' I GF , 61 I I I I GF G� I O GPPP .' : PQP ' PQP G -� :. ti ...�....... ... t ..��:i.:::�.J:::�•:e;••'�.:.. _ :... _.�c :... •. ..�......:�.:........'�.. .: ..,.;. � . - -.. ... -.. �.. iii. _.....t. .. .5. .��� off,... � per: ...1:5 ... :. ..: t' %l.':.:i _.`.'. .. s.. ®�. ��� °�. �.. ....•: ti. ..� r... �.: •.:::::•: '::: -..• <.,��` ®� s..�- :•..r.:�' ®� FQ-- C6 LLi �cn S. 5TH ST LU cc :7 —STA. 16+34.5 CONST TYPE V CONC. DRIVEWAY w c "6, CEDAR AVE. S. 0 ILI, 2.. w 17 la L-n wm_ 19 -4 CEDAR AVE. S. 0 0 CURB RETURN DATA R a L 9 !O 0� 00 " 15.3.9 , 1 9/* 29 05" 23 95 /5, Lee 31, 00"_j_ 23.1 1---62'_j STA, 19+270 F.- -`n CONS T TYPE 'D' CONC. DRIVEWAY ,x.l Wz/o, OL OL, N 20 8� 16 + + ce A vpp " ilifill- ILI, 2.. w 17 la 19 -4 lo"ss- 0 CURB RETURN DATA R a L 9 !O 0� 00 " 15.3.9 , 1 9/* 29 05" 23 95 /5, Lee 31, 00"_j_ 23.1 1---62'_j STA, 19+270 F.- -`n CONS T TYPE 'D' CONC. DRIVEWAY ,x.l Wz/o, OL OL, N 20 8� 16 + + ce A vpp " ilifill- ILI, V 3-1-103 - - -- - -- - -- - . _ 23- - - - -- - 24 -- - - - - - - - - -- - -- — — -- -- - -- — — 25 - - _ _ _ _ _ — _ _ 26 _ _ 27 - -- -- - - -- r my c 240 ro pry' + iri - PROPOSED TOP OF CURB E,4ST O Qj Imo. - - - .235. N 3.50. % Nf'� - - - - rb - �W - - ! R ro m - - 230 N ro i art�3 O � - 0.60 % N i ro _. _ .. - - -- - -- -- - - - 240 der rn p M : PROPOSED: GRADE : _ 235 iN a 350% N N O p p O.� 230 1.90 % : 'n _ N M : p + .p v :23Q —7 L __ EXIST. GRADE f 60 _ T i 22 5 _ - - — i i .221 : - 1 �- - -� :f 0R� �� €i�CEf Q��i�.Y: - - -- CITY OF RENTON ICE PARTMEPlT OF PUBLIC WORKS �+ D 293 STREET /MPROI/EME NTS CEDAR AVENUE SO 3RD ST. TO SO. 9TH ST. DESfGNE DRAWN ATE MAT FILE NO .. j t G NO REVI SiON SCALE AS SHOWN I CHECKED ': A R. I APPROVED _ BY PP DATE .o«.s vfa.osooE •wow S HEET.k_LZOR