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HomeMy WebLinkAboutAB-3426T""" 0 � > I (9 -0 :::;; > I Cl .:;; "".c(/) /en� :, mI i 2'i � u :, :j:j 0 .c (/) /..Cl 0 O'.'. / Cl z w z Cl (/) w 0 / � f-; O'.'. 0 a. (/) z � � C: 0 "iii·;;;0 ,:, I en 0 C: � 0 0 (/) 0 0 - CXl N DMJM HARRIS I AECOM 10900 NE 8TH STREET, SUITE 750 BELLEVUE, WASHINGTON 98004 PHONE: (425) 454-5600 FAX: (425) 454 0220 APPROVED FOR CONSTRUCTION CITY OF RENTON CITY OF RENTON • FEDERAL AID NUMBER: ARRA-0167(044) SW 7th St :s:: (/) <I) > <t'. .:::, C: ::J S 3rd St '1'J�3rd Pl �-�-<.'!., �c::-,"'\ 6�"'\"'' PROJECT SITE () (/) Dra !l; (/) <t'. cu C: > 0 <t'. � C: D(l) .c en Q'.'. (I) :r:: C: 0 10th ---, .____�s__,w 16th �st��� DATE (/) .:::, I"- Q'.'. <.D >, � (I) 0 O'.'.'. > U) w !l; : S 17th St ·.:::: � I s 18th Ii VICINITY MAP NTS SURVEYED: 1--1--------------1--...L-..L-loeioESiiGNIGNmED,----i sCALE, NTSA.O'BRIEN DRAWN: Y.JIANG CHECKED: I ONE INCH I 1---r-------------,-,-,-L___:R.:::.M::::E:.:.YE:::R.:__J ,r'TN.W'iiN�H I SCALE ACCORDINGLY VERTICAL: NAVO 1988 HORIZONTAL..: NAO 1983/1991 CITY OF RENTON Public Works Dept. RECORD DRAWINGS SEPTEMBER 2010 BASED ON CONTRACTOR'S RECORDS RAINIER AVES (SR 167) IMPROVEMENTS PROJECT PHAS E 1 SHATTUCK AVES STORMWATER BYPASS TITLE SHEET AND VICINITY MAP FIELDBOOK: PAGE: VM01 SHEET, 1 OF, 48 ci. 1---1--------------+----1---4-----I APPROVED, FED AID NO.: ARRA-0167(044) � ______________________ ..... _____________ .....__N_o._._ _____ R_EV_1s ... 1o_N _____ ......_B-Y ..i..;D-AT�E..a..;.;A-PP-R...__R_.M_E_YE_R_..._ ___ ...... ____ ..._ _________ ...1., _________________ ....,11,...., __ .....D-273426 T"" 0 z -I Cl "' ;: ""CJ -0 z I (.'.) /� Q) Q) .c (/) /en ±: ::, (D I en <( / 0 <( /-"' u ::,� 0 .c (/) / ..Cl 0 Q'. / (.'.) z w z (.'.) (/) w 0 / � f-' Cl'. 0 Q_ (/) z <( Q'. /en C 0 ·en·;;; � I en 0 C Q) 0 0 (/) 0 ::a: <( Ol 0 -- I 0 - Ol N Cl. Q) (/) INDEX OF DRAWINGS SHEET DRAWING NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 33A 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 DMJM HARRIS I AECOM 10900 NE 8TH STREET, SUITE 750 BELLEVUE, WASHINGTON 98004 PHONE: (425) 454 5600 FAX: (425) 454 0220 NO. VM01 IN01 LG01 AL01 AL02 AL03 RS01 RS02 RS03 RS04 RS05 SP01 SP02 SP03 RP01 RP02 RP03 RD01 RD02 RD03 ST01 ST02 ST03 ST04 ST05 ST06 ST07 SG01 SG02 SG03 SG04 SD01 SD02 SD02A SD03 SD04 SD05 SD06 SD07 SD08 SD09 TS01 TS02 TS03 TS04 LS01 LS02 LS03 LS04 DRAWING TITLE TITLE SHEET AND VICINITY MAP INDEX OF DRAWINGS AND GENERAL NOTES LEGEND AND ABBREVIATIONS ALIGNMENT/RIGHT OF WAY STA 10+00 TO 13+50 ALIGNMENT/RIGHT OF WAY STA 13+50 TO 17+50 ALIGNMENT/RIGHT OF WAY STA 17+50 TO 22+33 TYPICAL SECTIONS 1 OF 5 TYPICAL SECTIONS 2 OF 5 TYPICAL SECTIONS 3 OF 5 TYPICAL SECTIONS 4 OF 5 TYPICAL SECTIONS 5 OF 5 SITE PREPARATION/EROSION CONTROL STA 10+00 TO 13+50 SITE PREPARATION/EROSION CONTROL STA 13+50 TO 17+50 SITE PREPARATION/EROSION CONTROL STA 17+50 TO 22+33 ROADWAY PLAN AND PROFILE STA 10+00 TO 13+50 ROADWAY PLAN AND PROFILE STA 13+50 TO 17+50 ROADWAY PLAN AND PROFILE STA 17+50 TO 22+33 PAVING DETAILS ROADWAY DETAILS INTERSECTION DETAILS SACRIFICIAL BEAM ELEVATION, PLAN AND SECTION HEIGHT DETECTION WARNING SYSTEM ELEVATION AND PLAN FOUNDATION DETAILS PAVEMENT DETAILS STEEL CONNECTION DETAILS 1 OF 3 STEEL CONNECTION DETAILS 2 OF 3 STEEL CONNECTION DETAILS 3 OF 3 SIGNING AND STRIPING PLAN STA 10+00 TO 13+50 SIGNING AND STRIPING PLAN STA 13+50 TO 17+50 SIGNING AND STRIPING PLAN STA 17+50 TO 22+33 SIGNING AND STRIPING DETAILS STORM DRAINAGE AND UTILITIES PLAN AND PROFILE STA 10+00 STORM DRAINAGE AND UTILITIES PLAN AND PROFILE STA 13+50 WATER REVISION STORM DRAINAGE AND UTILITIES PLAN AND PROFILE STA 17+50 STORM DRAINAGE AND UTILITIES PROFILES AND SECTIONS STORM DRAINAGE AND UTILITIES PROFILES AND SECTIONS STORM DRAINAGE AND UTILITIES DETAILS STORM DRAINAGE AND UTILITIES DETAILS STORM DRAINAGE AND UTILITIES DETAILS FIBER OPTIC PLAN TRAFFIC SYSTEM AND WARNING LIGHT SYSTEM HEIGHT DETECTION WARNING SYSTEM ELEVATION AND PLAN SACRIFICIAL BEAM, LED FLASHING BEACON CONTROL ASSEMBLY RAILROAD STRUCTURE WARNING LIGHT SYSTEM LANDSCAPE GRADING PLAN PLANTING PLAN HARDSCAPE DETAILS LANDSCAPE DETAILS APPROVED FOR CONSTRUCTION CITY OF RENTON DATE NO. GENERAL NOTES: 1.UTILITIES SHOWN ON THE PLANS ARE BASED ON THE BEST INFORMATION AVAILABLE AND AREAPPROXIMATE ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTINGUTILITIES AND AGREES TO BE RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE AND PRESERVE ALL UNDERGROUND UTILITIES. 2.CALLOUTS REFERING TO WSDOT STANDARD SPECIFICATIONS SHALL MEAN TO REFER TO WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, 2008 (M41-10). PROJECT CONTROL: HORIZONTAL: HORIZONTAL CONTROL IS BASED ON THE WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE (1983/91, US SURVEY FEET). THE SCALE FACTOR IN THIS REGION IS VERY CLOSE TO 1 AND WOULD BE NEARLY NEGLIGABLE OVER THE LENGTH OF THIS PROJECT, SO NO SCALE FACTOR WAS APPLIED. PRIMARY CONTROL POINTS: CITY OF RENTON POINT #1898 LOCATION: FOUND 1.5" R.R SPIKE WITH PUNCH MARK IN ROAD SURFACE AT INTERSECTION OF SHATTUCK AVE S. AND S. 6TH ST. MONUMENT: R.R. SPIKE WITH PUNCH MK. NORTHING: 176,367.35 EASTING: 1,299,156.69 MONUMENT CASE AND COVER (SHATTUCK AVE.) LOCATION: FOUND MONUMENT CASE AND COVER IN ROAD SURFACE SOUTH OF INTERSECTION OF SHATTUCK AVE. AND S. 4TH PL. NORTHING: 176,927.97 EASTING: 1,299,169.41 TO 13+50 TO 17+50 TO 22+33 RECORD DRAWINGS SEPTEMBER 2010 BASED ON CONTRACTOR'S RECORDS SURVEYED: RAI NIER AVES (S R 167) �·�= =, NTS VERTICAL: NAVO 1988 IMPROVEMENTS PROJECT DESIGNED: HORIZONTAL.: NAO 19S3/1991 ' Y.JIANG SR CITY OF PHASE 1 PAGE: DRAWN: RENTON SHATTUCK AVES ST O RMWATER BYPASS Y.JIANG I�•�•"'•� .. �: DATUM INDEX OF DRAWINGS IN01CHECKED: I ONE INCH I Public Works Dept. A.LASZLO AT FULL SCALE IF NOT ONE INCH AND GENERAL NOTES APPROVED: SCALE ACCORDINGLY FED AID NO.: ARRA-0167(044) SHEET: L OF: 4-0 A.MEYERREVISION BY DATE APPR D -2 7 3 4 2 6 l!) 0 Cl) a: I () II:s: I"Io::: IXI WI II l - -i 30' 14.0'± � R/W 8.0' TRAFFIC ISLAND SEE DETAIL SHEET RS02 I 30' OJ 0 VARIES **\; �- , , 8] VA�S r::::-1--�1;) I -�, �::::c:::��"'�--�"':::::::�:::::::::::::::::::::��:::::::::::::::::::::::::::::����:::::::::::::::::::::::: . r ,' -_, I l:s: I"--I o::: 1C:SI I 30' � S. 4TH PL. t 30' 21.5' AND V ARIES r 0.5' I�t 7.5'&V ARIES SIDEWALK - ----- X w ·-10 @ 2"0 OJ r-;;-1 · V ARIES OJ �-�2% @ L . --� -- - �=====;,c==-__ � ,==:i=;;�---.---© 4"© �-.---�'' 6" EXISTING GROUND ·. 2";-;\. 0 ROADWAY SECTION K - S 4 TH PL. --� "'".,,u-i 0CJ) Q'. I u Q) Q) .c CJ) / :, m I 5 � u /-" u:, 0 .c CJ) -;;0 Q'. / Cl zw zCl [:i 0 � Q'. 0 0.. CJ) z � /"' C 0 ·;;;·,;0 ,:: I "' 0 C e 0 0 CJ) 0 ROADWAY SECTION J -SHATTUCK AVE STA 21+21.77 TO STA 22+33 ... 5.5' SIDEWALK 0.5'-- 02" -/ �/_.--· �--- STA 39+29.21 TO STA 39+ 72.86 � HOUSER WAY S. 14' '-VARIES ... I 1 o' 5.5' s1DEWALK 0.5' fil QJ -0 OJ 1' r===�·==V=A�R�IECS�-=1�.�� I� '-----�'/• I / >���-��YP.) ©--. @-/ w 6" �--ROADWAY SECTION L -HOUSER WAYS STA 50+00 TO STA 50+40.77 GENERAL NOTES: 1.ALL DEPTHS SHOWN ARE COMPACTED DEPTHS SURVEYED: APPROVED FOR CONSTRUCTION o---t--------------+---1-----1------.0 DESIGNED: SCALE, NTS VERTICAL: NAVO 1988 HORIZONTAL: NAO 1983/1991 Y.JIANG --� NOTES: MATCH EXISTING PAV EMENT GRADENOT USED SEE DWG RD03 FOR PAVEMENT ELEVATION GRADES AND CURB LOCATIONS MATCH EXISTING GUTTER PAN FULL DEPTH SAWCUT OVERLAY EXISTING PAVEMENT SURFACE AND MATCH THICKNESS OF PAV EMENT IF LESS THAN 8" SAWCUT MATCH EXISTING PAV EMENT SURFACESEAL W/ CSS-1 ASPHALT NOT USED SLOPE NOT TO EXCEED 3: 1. SURFACING LEGEND: 0 HMA CL. 1/2 IN. PG 64-22 SURFACE COURSE0 HMA CL. 1 /2 IN. PG 64-22 BASE COURSE0 CRUSHED SURFACING TOP COURSEr;\ CEMENT CONC. SIDEWALK/PER RENTON STANDARD � PLAN DWG F-005 ©CEMENT CONC. TRAFFIC CURB AND GUTTER DETAIL SEE DWG RD02 @ PLANING BITUMINOUS PAVEMENT RECORD DRAWINGS SEPTEMBER 2010 BASED ON CONTRACTOR'S RECORDS RAI NIER AVES (S R 167) IMPROVEMENTS PROJECT PHASE 1 FIELDBOOK: PAGE: DMJM HARRIS I AECOM 10900 NE 8TH STREET, SUITE 750 DRAWN: Y.JIANG CITY OF RENTON SHATTUCK AVES ST ORMWATER BYPASS I Ul'{AWING rtu: 2 BEll.EVUE, WASHINGTON 98004 CHECKED·. I ONE INCH I OCl• PHONE: IA'.)J{I 454 5600 FAX: '425) 454 0220 CITY OF RENTON DATE • • N ,-, � r--r------------,-r-1--L___:R::::.M:::E:..:.:vE�R:___j lT.tii''-1,.�"i'.'tH---o SCALE ACCORDINGLY � 1---1--------------------1---=··' DATUM Public Works Dept. TYPICAL SECTIONS RS05 50F5 FED AID NO.: ARRA-0167(044) SHEET, 1 1 OF, 48 " NO. REVISION BY DATE APPR A.MEYER(/)-----------------------------------------------=------.....1.....;.;....1,�;;..i.---.... ____ ....1, ____ ..... ___ ....1, _________ ...... __________________ .._ __ ..... D-273426 C\I 0 I­C/) I Cl) "' ;: ,:, I Cf) Q) Q) .c Cf) / :, m I 5 � u / -" u :, 0 .c Cf) 0 a:: / Cl z w z Cl [:i 0 �a:: 0 0.. Cf) z �/"' C 0 ·;;;·,;0,:: I "' 0 C e 0 0 Cf) 0 0 � 00 N SEE FACE OF CURB I-� DRILLED SHAFT :r: U) � I-U) 0 o_ • • � COLUMNLOCATIONDIMENSIONTABLE S-LINE PLAN *CONTRACTOR TO VERIFY NIPPLE LOCATION, PRIOR TO SIGN STRUCTURE FABRICATION.NO FIELD WELDING & DRILLING SHALL BE PERMITTED. ** HANDHOLD IS ONLY REQUIRED IF NIPPLE LOCATION IS GREATER THAN 1 '-6" FROMANOTHER HANDHOLE LOCATION. w_J m <( 1- z 0 :r: U) z w 2 0 w w U) HEIGHT DETECTION FRAME DIMENSION LOCATION COLUMN LOCATION LEFT RIGHT SOUTH FRAME S-LINE STA 100+46.19, 18.88' LT S-LINE STA 100+52.00, 13.27' RT NORTH FRAME S-LINE STA 101+41.93, 13.39' LT S-LINE STA 101 +55.09, 13.39' RT DMJM HARRIS I AECOM APPROVED FOR CONSTRUCTION 10900 NE 8TH STREET, SUITE 750 BELLEWE, WASHINGTON 98004 PHONE: (425) 454-5600 FAX: (425) 454 0220 CITY OF RENTON DATE w": _J U) 0 :r: w 0 z o_ <( >­ :r: .t:::, -"""'CJ 0..:I >­-I-� � TABLE SOFFIT ELEV. 42.50' 41.47' -c.o I c.o SPAN LENGTH (L) SEE DIMENSION TABLE HANDHOLE ** (TYP.) SEE ST07 HSS 6 X 6 X 3/8" BEAM (TYP.) 1" NIPPLE SOFFIC ELEVATION ISEE DIMENSION TABLE I FOR CONDUIT (TYP. AT HANGER) * SWING ARM 8" DIAM. PVC SCH. 80 PIPE PAINT PIPE WITH ALTERNATING SPIRAL OF BLACK AND YELLOW COLOR 1' WIDE @ 45· 0 0 (TYP.) ST07 I I • ' I HORIZONTAL OFFSET VARIES I CX) i SWING ARM (TYP.)SEE DIMENSION TABLE ERECT VERTICAL ± �" S-LINE@i BEAM (TYP. BOTH LEGS) BOT. OF BASEPLATE ELEV. PROFILE GRADE AND PIVOT POINT z <( 1-z <( 2 HEIGHT DETECTION ELEVATION BOTTOM OF H L BASE ft ELEV. 29.55' 13.37' 32.68' 28.52'13.37' 29.84' SURVEYED: o---+--------------_,_ _ _._ _ ___._ _ __. DESIGNED: SCALE, N.T.S. VERTICAL: NAVO 1988 HORIZONTAL: NAO 1983/1991 s.ru DRAWN: --+----------------1-----1------1-----1 Y.JIANG CITY OF RENTON WARNING LIGHTSEE TRAFFICSYSTEMS DWGS z 2 BOT. OF BASEPLATE ELEV. / I I/ (TYP.) --HANDHOLE AS REQUIRED W12-2 SEE DWG SG01 FOR LOCATIONSSEE DWG SG02 FOR DETAILS HSS 6 X 6 X 3/8" POST (TYP.) C (TYP.)ST06 ,...-/ "\ I .......__-11.......__,/f-,,�o--=-2 '----'-16 ·t, EXISTING 16" WATER LINE EAST SIDE OF STRUCTURE SHAFT (TYP.) SEE DWG ST03 RECORD DRAWINGS SEPTEMBER 2010 BASED ON CONTRACTOR'S RECORDS NOTES: 1.FOR GENERAL NOTES, SEE SHEET ST01 2.FOR CURB FACE DETAILS SEE DWG ST01 RAI NIER AVES (S R 167) IMPROVEMENTS PROJECT PHASE 1 SHATTUCK AVES ST ORMWATER BYPASS FIELDBOOK: PAGE: CHECKED: K.LINTS I ONE INCH IAT FULL SCALE Public Works Dept. HEIGHT DETECTION WARNING SYSTEM ST02 PLAN AND ELEVATION ci_ --+----------------1-----1------1-----1 APPROVED: IF NOT ONE INCH SCALE ACCORDINGLY FED AID NO.: ARRA-0167(044) " NO. REVISION BY DATE APPR R.MEYER (f) _______________________________________ ..__ ...... _____ ....., _______ ...... ....;.;.....1,�.;..i.�..;.;.a-----..a..----&...----&...-----------'l....------------------...... ----1 D-273426 2' -3" ct POST g'' SQUARE HOLE CENTERED THRU STIFFENERS WITH 3" RADIUS AT CORNERS (TYP.) BEAM STIFFENER ft_ 3/4 LO 0 I­C/) 5 1 /2" 1 '-4" ct POST 5 1 /2" STIFFENER ft_ 3/8 I Cl) --0 I 0 , , , , , � I /" I I, -1 /2" X 1" I/ DRAIN 2 N "-� LO I ANCHOR BASE ft_ 2 <( w [I] 01 3/4" ¢ DRAIN HOLE BOTTOM FLANGE ONLY -:.:i-1 POST DETAIL STIFFENER ft. 3/4 ST06 SIM STIFFENER ft_ 3/8 BEAM 1'' POST I/� I SLOT (TYP.) <( w [I] 0 0 -:.:i-�01 I n I •o_tj->­I-RECORD DRAWINGS SEPTEMBER 2010 BASED ON CONTRACTOR'S RECORDS DETAIL � =sto6 IM "' ;: "O I ,-...__ o_• >-n I- 0 3" 2" I '.!.I � I , , , , I '-- 10 Yz" SECTION � � ,• , ?J � c, 1 0 Yz" 3" . � N -STIFFENER(TYP.) • N� LO [\_2 1/4"¢ HOLE F OR YP.) ANCHOR ROD (T NOTE: DIAGONAL ft_ NOT SHOWN 1 ct POST CLIP 3/8" STIFFENER PLATES AT RADIUS (TYP.) SECTION STIFFENER ft_ 3/8 rr-------------r------N "-� ct 6"DIAM. HANDHOLE CENTERED OVER NEMA TERMINAL CABINET * 1 / 4" 11 -----.. \ DETAIL / I \ I (f) ct POST 6"¢ HANDHOLE SEE DETAIL B ON DWG ST07 11 11 11 H I 11 11 11 11 ;i­i \ / �--+1'-4"(H) x 1'-0"(W) x 8"(0) STAINLESS STEEL NEMA 01�-, �111 3R TREMINAL CABINET Q) Q) .c (f) / :, m I 5 � u / -" u :, 0 .c (f) 0 a:: / Cl z w z Cl 0 a:: 0 0.. (f) z � /"' C .Q :� 0 I "' 0 C e 0 0 (f) 0 TYP. 5/16 A ,-------�-< TYP. 5/16 DETAIL STIFFENER ft_ 3/4 (GRIND EDGES TO FIT) POST --STIFFENER ft_ 1'' (TYP.) 1/4 C F STIFFENER ft. 3/8 1 /2" i-----1 I.1'-4" 2 1 /2"-----1 I .I 11 11 11 ),fo" MAX. REINF. * --... ----t ----- 4' ct 3/4" ¢ DRAIN HOLE *MT & VT @ ROOT PASS 100%& @ COVER PASS 1 00% DETAIL 2" DIAM. TAPPED HOLE W/ THREADED NIPPLE -- END BUSHING (TYP.) _ _,,., 3/8" x 1 �" BOLT & WASHER (4 TYP.) _ __,. 0w 0::: Wz !z:::e w ::::J 01°6I-uw zz [I] 0 <( u 3/8"¢ LOCK WASHER & LOCK NUT (4 TYP.) �-14" GAP W/ 14" THICK NYLON BUSHING WASHER FOR SPACER (TYP.) *IF NO OTHER HAND HOLE IS WITHIN 1'-6" OF CABINETCOLUMN NEMA 3R TERMINAL CABINET/ TILT SWITCH ENCLOSER ATIACHMENf DETAIL PLAN VIEW � r-------------.---:::-::-:--.---......;;.....,,i;;;...... ______ r-,-----------r---r-""T'"-'TTulsuRVEYED�,---,----,-----,r----------r-.:::::::::::;R;A;,IN;;l;E;R::-A�V�E=-,=:S�(l'=S"=R�1:-:6�7�) ----1111""'"---1 � DMJM HARRIS I AECOM APPROVED FOR CONSTRUCTION r-----+------------+---+------,1----_J-D--ESIS---N�TU-, ----lsCALE, NTS HDR;fD",J}��'"\91\'1991 A=!" CITY OF IMPRQVE�J�tROJECT 10900NE8THSTREET,SUITE750 a---t--------------+---+--+----1 DRAWK.MCBRIDE RENTON SHATTUCK AVES STORMWATER BYPASS2 BELLEWE, WASHINGTON 98004 oo PHONE: (425) 454-5600 FAX: (425) 454 0220 CITY OF RENTON DATE CHEK�LINTS I ,,°��IN��UE I Public Works Dept. STEEL CONNECTION DETAILS "' "NOT ONE INCH 1 OF 3 SCAUE ACCORDINGLY FIELDBOOK: PAGE: STOS ci_ t--+--------------+---+--+---1 APPROVED, FED AID NO.: ARRA-0167(044) �-----------------..... -----....a.---------------.a...;N.;,;;O;;.,·..i...----....,;R�EV�l,;;;,SIO,;;;,N;._ ____ ....L,.,;B;:,.:.Y....L,�D:;;,;AT,:;_E ..i.,:;;A:;_:PP;.:,:Ri,__;R;,:.,;;;M;,:EYE.;.:;,R;.__J�---..l.----..l.----------.J..----------------.,---.1,...--_J D-273426 (0 0 I­C/) I Cl) ( TYP.) >-----r----,-------.... 716 4" � POST POST 1 " I 1" ft (TYP.) 1/4 DETAIL 2 <( w (lJ / ( \._ 1 � POST 6" * -------i==i----i:_:=-,-------------T---- <=l-1 1 �1- F -(0 � 3"x6" HAND HOLE SEE DWG ST07 (TYP.) 1 /2" ft 3/8" 1 I I I 11 LJ I I I � I I I I I I i--1 I .. 6" ( ___________ j ____ _ \._ ' SIM. 4" � 1 /2" ¢ DRAIN HOLE 3/8" *MT & VT @ ROOTPASS 100% & COVER PASS 100%.. I SIGN �"x3"X2'-Q" STIFFENER ft L8x3x.12 Yz"¢ BOLT (TYP) (0 HSS BEAM TRAFFIC DIRECTION SECTION DETAIL ANGLE (TYP.) "' ;: ,:, co (f) I (f) ./ +-' Q) Q) .c (f) ./"' :, m I "' 0 <{ ./ u :, +-' +-' 0 .c (f) 0a:: ./ Cl zwz Cl w 0 � 2 a:: 0 0.. (f) z <{ a:: ./ C .Q "' :� 0 ,:: I 1'-5"3" 11 " 3" � POST I "" I t'1 I 8 I 8I LI) I ' �� t'1 2 <( w (lJ <=l-1 -i 1 /2"¢ HOLE _/ 3" 0 I BASE ftj -/ ++1 L STIFFENER /1 I (TYP.) I I I I - I 1 1 /16"¢ HOLE FOR ANCHOR ROD (TYP.) 11 " 3" SECTION t'1 � POST 2 <( w (lJ ' (=l-1' �� t'1 @ 2.12"¢ HOLE 1 /2" ¢ DRAIN HOLE � BOTTOM FLANGE ONLY ¥ SECTION EB CX) + + + 3" (TYP.) DETAIL + + + + + HSS "' 0 C e 0 0 (f) 0 EB RECORD DRAWINGS SEPTEMBER 2010 BASED ON CONTRACTOR'S RECORDS � r-------------T----:'.:":":--1------------,-,-----------r---r-""T'"-'TTulsuRVEYED�,---,----,-----,r----------r-----=R:-:A'":':IN�lr=El"=R::""'A�V�E=-,=:S�{l'=S"=R�1:"':6�7�) ---......ilffl'!"'"---1 � DMJM HARRIS I AECOM APPROVED FOR CONSTRUCTION r----+-------------+---+-------,f-----1 0S�TU SCALE, NTS HDR:fo'm��'"\.1\'1991 A " CITY OF IMPRQVE�J�tROJECT 10900NE8THSTREET,SUITE750 DRAWN RENTON SHATTUCK AVES STORMWATER BYPASS2 BELLEWE, WASHINGTON 98004 a----t--------------+--+--+---1 Y.JIANG 00 PHONE: (425) 454-5600 FAX: (425) 454 0220 CITY OF RENTON DATE CHK�LINTS I AT 0��,N��LE I Public Works Dept. STEEL CQNN 2 E 0 C F T 3 ION DETAILS N IF NOT ONE INCH FIELDBOOK: PAGE: ST06 ,.: t---+-------------�-+---+----1 APPROVED: SCALE ACCORDINGLY ( � FED AID NO.: ARRA-0167 044) � _________________ ..._ _____ ...... _______________ .a...;N.;,;;O;;.. . ..i... ____ ....;R�EV�l,;;;,SIO,;;;,N;.... ____ ....1...;B;:,.:.Y....1.�D:;;,;AT,:;.E..i..:;;A:;.:PP;.:.:R..L.;.;R;.;. M;;;:EYE:.;,,:;R;.;..._..L----L----L---------....JI.... ___________________ ...... ___ .JD-273426 """ 0 (!J ff) I I- "' ;: ""CJ "' 0 c., (f) I f-./ +-' Q) Q) .c (f) ./"'� :, m I "' 0 <{ u ./ -" u :, +-' +-' 0 .c (f) ./ ..Q 0 a:: ./ c., z w z c., ui w 0 �a:: 0 0.. (f) z <{ a:: CURB LANE CURB AND TIRE TRACKS GUTTER (TYP.) CURB LANE 0 � 8" (TYP.)-STRIPE --I i--8" (TYP.)-OPEN--I i--8" (TYP.)-STRIPE CURB AND GUTTER TYPICAL 2-LANE ROADWAY CONFIGURATION YELLOW FLASHER 30" 30" 8'-0'' R1-1 SIGN NO. 1-6 W12-2 SIGN NO. 11 AND 17 1 2" NO PARKING NORIH OF HERE MOD R7-301 18" SIGN NO. 12 AND 23 48" VEHICLES WITH TRAILERS OR OVER 81 HEIGHT OR OVER 60" 10,000 LBS MUST 24"24" SPEED LIMIT 30" 30" R2-1 R4-7 SIGN NO. 15 AND 16 SIGN NO. 20 AND 21 84" 8 FT O IN 24" W12-301 SIGN NO. 13 AND 14 48" 48" VEHICLES VEHICLES WITH TRAILERS WITH TRAILERS OR OVER OR OVER 8 1 HEIGHT 81 HEIGHT OR OVER 60" OR OVER 60" 10,000 LBS 10,000 LBS MUST PROHIBITED f-TURN LEFT TURN RIGHT ./ � C 0 'iii '> 0 ,:: I RECORD DRAWINGS SEPTEMBER 2010 "' BASED ON CONTRACTOR'S 0 C Q) RECORDS L 0 0 (f) 0 � DMJM HARRIS I AECOM ci_ 10900 NE 8TH STREET, SUITE 750 BELLEWE, WASHINGTON 98004 PHONE: (425) 454-5600 FAX: (425) 454 0220 APPROVED FOR CONSTRUCTION CITY OF RENTON DATE R4-302 MOD C SIGN NO. 19 AND 22 SURVEYED: 1-----+------------+---+-----+----0 DESIGNED: Y.JIANG DRAWN: Y.JIANG SCALE, NTS CHECKED: I ONE INCH I A LASZLO AT FULL SCALE .----i-------------t---r----t-1----=· :::::::::.......a IF NOT ONE INCH l--t--------------+-----1 APPROVED: SCALE ACCORDINGLY R4-302 MOD B SIGN NO. 8 AND 9 VERTICAL: NAVO 1988 HORIZONTAL: NAO 1983/1991 AID CITYOF� RENTON Public Works Dept. FED AID NO.: ARRA-0167(044) R4-302 MOD A SIGN NO. 10 AND 18 RAI NIER AVES (S R 167) IMPROVEMENTS PROJECT PHASE 1 FIELDBOOK: PAGE: SHATTUCK AVE S ST ORMWATER BYPASS .........,,,...,,,..---t SIGNING AND STRIPING DETAILS SG04 " NO. REVISION BY DATE APPR A.MEYER(f)-------------------------------------------------------------------------......--................. ""l""""I D-273426