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Home My WebLink AboutD-357062BTM 12'•DI(N,C(NS)=76.5 III 5� Lo G IE 8"CONE)=16.5 C7 CL CHAN 60"CONC(E,W)T12.8 I / N (A ___ -- �D_DEE ------._-- a. _ --------------" -- _ _ _ _ - - .....MH1::....,. ... .................................. . ............. MH. GENERAL RESTORATION NOTES I I 12"PVO(W�=10.7 AbHNALI `"K61Nb r(I 20, SDMH 1, THE HATCHED AREA REPRESENTS THE CB RIM=20.88 H2O=1! IE 12'CMP(S)=17s IE 12"' LIMITS OF PAVEMENT RESTORATION. FOR N = I IE 12'CMP SW - SDMH RIM=2z.29 i' \ IE 12"' IE=17.24 - V a CHAN 6o'coNc(E,w)=1z.a - _ / cMP PAVEMENT DEPTH AND INFORMATION, SEE ssMH�IM=CL CHAN / -� Y;\ °F-1■ CROSS SECTIONS ON DWG C15. WITHIN fF I o 11 c L----- -- ---2-- "DE - 2"D '8•'PVC(E.W)=14.9 r^y '"�/� L gON■ THIS PAVEMENT RESTORATION AREA, 2-------- __---z+--- - - 4/ W 1 _ _ - - scol 3)3"DEC (3)4"DE CONTRACTOR SHALL RESTORE ALL / / /I m O PAVEMENT MARKINGS DISTURBED DURING _ 18 FIFV ` --__ i---__�/ / IRR C_-__-- 0 8'DEC CB RIM=21.0e--------_�. - - T' - - - = - J s \� _ CONSTRUCTION, INCLUDING STOP BARS, 22 ASPHALT - - - - -7 - /- \ �.- LANE MARKERS AND PAINT STRIPES, 66'-�^ _ / 12"DEC 15CDEc { r - -- ■ RAILROAD CROSSING MARKERS, o o UFo _ a°DEc - - _ _' 'S ss s CHANNELIZATION ARROWS, AND ANY OTHER 1-2 -DE CONC Dw>'' _ _ _ - _ CONC WALK s' EXISTING CHANNELIZATION MARKERS. STOP 2'Dec \ -oF -zz__ ? EMP Q -- BARS, RAILROAD CROSSING SYMBOLS, AND G CONC WALK u - _ - i G T u"DC o CROSSWALKS SHALL BE REPLACED WITH OJ THERMOPLASTIC MATERIALS. SEE CITY OF ... -- --- zz - - - - RENTON STD PLAN H001 FOR CENTERLINE ::. '::::::: ':::::::'......................................'.........:................................. PAVEMENT MARKERS AND STD PLAN H002 <.. ................ ......................................................................................................... . D(i................ ........... ].fl+5fl.....................:. .. C;:::.::::::.::::::'::.:..:.:..::::::.:::::.................................':: w FOR LANE PAVEMENT MARKERS PAVEMENT Lu .. ......... 12" '.'��.:o r::`:. _s 0 UFO -'d' ' rV 0DC uG DEC D P UP UFO CONC WALK UFO OF T o 8 CB RIM=20.6'0�1 IE 3•'HDPE(SW)=20.0 .J IE 6"CONC(NE)=18.8 Lu CPq zO 663-15.20MIC N= 75950 s s O VOL. 122, P. 98-101 `�� \ E=tzs4791:23 EL V.=20.94 I 30' a 3G F.=1'.a - - 1 F rl a ) la I- 4"DE�D ■ I /I / F ASPHALT 6'DEC CONC DWY ASPHALT PARKING SSMH RIM=23.14 CL CHAN 6•'PVC(NE)=15.7 CL CHAN 8•'PVC(W)=15.7 a...................................................1 }.+(jfl............ o............................................................. :..::::::.:.. c.................. ........................ ... ................................................................................................................................ �........... ....... .................................................................................................... �,+SQ.....kN.7TM. ...... ............... .................... 2+(74................................ I }3+OU........................ ...................................... ! �t��rr........ REPLACEMENT AT GUTTER FACE SHALL BE ....... ...................... u ........... ........ ... ......... ....................... .......................... - ........ 1............................. ........... ..... ........ ..... ......43+5fl� w Z PER STD PLAN 103. .............. ....... ........................� ............ ............ ... .. tn............................. ................................................................................ ........................................................................................................................ ... ........................ ................................................. ................................1. J.. 2 2. UNLESS OTHERWISE SHOWN CONTRACTOR �_ ........................... ............................... .............................. w ............... .... ............... ................. ................ w ........................1.2.................................................. .......................,_.�._............... ............ ,........................................................................................................ .................................................... ........................................................................................... W. ............... ........................................., '. '.:.:::. ........................... ... ... ':::: ': '.:::.:::::::::::::::::: MH4::::::.:.:::.:.:::. ..... U SHALL RESTORE ROAD GRADE AND ROAD ................ ....... �..... ............ .-. .... ua ........... ............ ................................... ......................................:........-.,�.-�........................... _...........................:::.: w::::.:..................::.:.:::.:.:::.:.:::.:.:::.:. .-..4.................................................w........-�_..w ....................................................... ......... ............... .......................................................... ~ Q CROWN TO EXISTING ELEVATIONS. ........ ..... ..3.0................... ............ ........................................................... ............................................................. .......................................... _...................................................................... ......� ......... ".22 :.-._`._............................................ w ............................. ... ........... .............................................................................................................. ...................................................... ..... ...................................................... ■ T ...................................................................................................... 3. PAVEMENT RESTORATION AREAS MAY BE uc � uP UP UP CONC DWY ....................................:::::::..............:::::. INCREASED TO ADDRESS DAMAGED AREAS, f / ONO W�-UFO U,. uc ua °nl°ru<o uR CONIC DWY ' OR AREAS WITH INADEQUATE PAVEMENT, uro UFO - K oFo UFO P uc WHERE REQUIRED BY ENGINEER. CB RIM=21.01 CPq 19 663-15.19RC N uro uro uFOFo N uro uro E s'•coNc(Nw)=1e.9 N=17s1z1.97 I 1 °`o uro 4. THE SOUTH EASTBOUND LANE IS ASSUMED E=1294821.85 SSMH RIM=21.84 ELEV.=21.61 MH1 TO NEED RESTORATION (WITH 2" OVERLAY) CL CHAN 10"CONC(N,S)=16.8 =AALh} J8 rt} �} �� d DUE TO DETERIORATION FROM BEING USED 2 ■ FOR CONSTRUCTION ACTIVITIES. CITY MAY PAFhK }\1TJ 2 � I ELECT TO REDUCE EXTENTS OF PAVEMENT VOL. 88, P. 80 REMOVAL AND OVERLAY ALONG THIS LANE DEPENDING ON THE EXTENT OF DAMAGES. PLAN 5. A TEMPORARY HOT PATCH SHALL BE PLACED OVER THE TRENCH EXCAVATION FROM STA 9+00 TO STA 13+65 TO ALLOW THE LANES TO BE REOPENED SCALE: 1"=20' TO TRAFFIC AS WORK PROCEEDS. ALSO SEE CONSTRUCTION NOTE 6 ON DWG C15. 6. FINAL ROADWAY RESTORATION SHALL OCCUR IN PHASES AS CONSTRUCTION r ASPHALT PARKING I PROCEEDS, PER SPECIAL PROVISION CB RIM=22.16 II I SECTION 5-06.9. 8.DRC IE 8"PVC(N)=19.3 ASPHALT PARKING CPq 18 o IE 8`CPEP(S)=19.3 E 1z"cPEP(E)=19.0 IE 1 SpcPEP(W)=18.9 a"Dec {� CB RIM=22.21 IE 8"CPEP(s)=19.7 IE 12"CPEP(W,NE)=19.5 663-1a.18MON N=175950 ELEV.=23.16 .46 � E=1295597.85 J I 4 , J � I b oPL Rc 1413 I ■ cPq 17 7. WHERE EXISTING PAVEMENT MARKINGS CROSS THE FULL WIDTH OF WESTBOUND LANES PAVEMENT MARKING RESTORATION _SDMH RIM=z2.67 - n-- _ ----- \-�- - CL CHAN - _-- - 12 EC p OLYMPIC PIPELINE CO. 663-14.17 N=ns949. r SHALL EXTEND ACROSS THE FULL WIDTH, '- 60"CONC(E,W)=12.8 -- _ _ _ _ UFO s"Dec P °F T P cPq 13 - - - - - - - - 4"DEC SSMH RIM=22.80 663-14.13MON U - - - - - 6'DEC - - - J - I E=1z9s64a. ELEv.=z3.z INCLUDING THE EXISTING LANE NOT RECEIVING OVERLAY. _ 3"DEC Ll _ 1 --_--- �� CL CHAN 8" 6DEC N=1 57 960.25 B�BEE - c---� - - - - -- CONC(E,S)=119- - - _ _-�129538? 24� DEC- - 10 DEC I ASPHALT �-0 p I ■ ■ -}- T ELEV.�23:y ASPHALT \ J T -, Fo �UEO- - _ - err COLO WALK JmIIIJmmIIIumIIIg