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HomeMy WebLinkAboutzT-3224SetLost Sore q -'7-09 A PORTION OF SW 1/4, SEC. 3, T. 23 N,11 R. 5E., W.M. �T �0 FED. AID NO. STPH- 0900(21) �w 33301 9TH AVENUE SOUTH CALL 48 HOURS FEDERAL WAY, WASHINGTON ALe a BEFORE YOU DIG BERGERIABAM 98003 -2600 E N G N E E R S N c. VOICE: (20631 -2300 1- 800 - 424 -5555 EXPIRES 6/4/2011 FAX: (206)431 -2250 Cost Sored on Mon ✓N 09 2009 at It. WAY by Angel.mmkl/ F/e Nome: 0 IFede�o /Woyl20041 FAPWT- 04- 03 /1CAODIdwgslChonneiization ICN- Ol.dwg Scale: / A STA 168 +35.36. 16.95' RT Ld / WHITE LANE STRIPE 5 DOUI O 6 O CEN' A STA .21, 6.01' LT BEGIN STRIPING I I -.._ - LINE CE NE SUNSET BLVD SR900 J'lfi 68 +41.40, 17.09' RT IRIPING 38 +68.54. 28.98' RT LEGEND xx QUANTITY TABULATION ITEM # 1 w z Lq Q V) w X 0 0 z z a RECORD DRAWING INFORMATION SHOWN ON RECORD DRAWINGS FOR LOCATIONS AND ELEVATIONS OF FEATURES WERE PROVIDED BY THE CITY OF RENTON AND /OR ITS CONSTRUCTION CONTRACTOR. BERGERABAM ASSUMES NO LIABILITY FOR THE ACCURACY OF THIS INFORMATION. FA ..-. �.m - 1.69+00 -- 170 +0 T{— — +- - - + - - +- -- - - --F- --I- O4 YELLOW TWO WAY / LEFT TURN STRIPE OWHITE LANE STRIPE n 3 YELLOW TWO WAY LEFT TURN STRIPE TRAFFIC ARROW OO E E TYPE C TRAFFIC OCURB 50 0 50 100 scale feet T- 322402 nC4 w VUj a= wN zw — =1 r?i v — =a NE SUNSET BOULEVARD (SR 900)/ 6/03/09 omaNm AS SHOWN " °xa°"ru'r"°'°°3'°°' Q� ,.� CITY OF nonmx R TY OF DUVALL AVE NE INTERSECTION IMPROVEMENTS °NEXP1 DATUM Planning /Building /Public Works Dept. CHANNELIZATION PLAN C H 1 F Mf IXi @CN NO. REVISION BY DATE APPR � y SHEET 1 OF 3 sw-. 18 0:30 . c�, 3aa�o2. A PORTION OF SW 1/4, SEC. 3, T. 23 N., R. 5E., W.M. RECORD DRAWING INFORMATION SHOWN ON RECORD DRAWINGS FOR LOCATIONS AND ELEVATIONS OF FEATURES WERE PROVIDED BY THE CITY OF RENTON AND /OR ITS CONSTRUCTION CONTRACTOR. BERGERABAM ASSUMES NO LIABILITY FOR THE ACCURACY OF THIS INFORMATION. `i -7 —0? I��!a11�I�[ia ,CHANNELIZATION PLAN SCALE: 1 " =50' CALL 48 HOURS 333019TH AVENUE SOUTH AS SHOWN mMU w°°' .9 CITY OF FEDERAL WAY, WASHINGTON RENTON BEFORE YOU DIG BERGER/ABAM 96003 -2600 E N01 NE ERIC I N c. L DATUM VOICE: (20631 -2300 �: wf � � Planning /building /Public Works Dept. 1- 800 - 424 -5555 s �E �N FAX: (206)'131 -2250 .rte ruc NO. REVISION BY DATE APPR pppphp; NYIE KWROMi.T Lost So✓ed on Mon ✓N 06 2009 of 11.41AM by Angel.m.1alm Re Name: a IFedera/ woy120041F APWT- 04- 03 /1CA001dwgslChonne/i,1ion IM -02dwg Scale.- / 50 scale 0 50 100 Eiiii feet 1 J NE SUNSET BOULEVARD (SR 900y — 6/03/09 DUVALL AVE NE INTERSECTION IMPROVEMENTS CHANNELIZATION PLAN CH2 SHEET 2 OF 3 9" 19 °"30 a6- T.-3Aa -463 111 1 1-77 co A PORTION OF SW 1/4, SEC. 3, Tm 23 N., R. 5E., U A STA 180 +84.62, 1.86' LT ENDS * 40:1 TAPER, BEGIN 4:1 TAPER W A STA 181 +27.98, 12.74' LT Z END 4:1 TAPER A STA 182+26.00, 13.11' L I ` / PC 6. RADIUS III, ¢ 1 g Ip, MAT EXIST I� END PROJECT I p \ + A STA 182+40.00 j 1` Be IN 4 zu wx 182 +00 183 +00 m„ w= (SR900) NE SUN T BLVD A —LINE ° _ — ----------- Z N � —_—. �� a.. _ z / - - - - - - -� - - -- — —� A STA 182 +26.00, b.QO' RT PT 6.55 RADIUS MATCH EXIST SHOULDER VARIES FROM 4' AT A STA. 179 +11.82, 33.05' RT TO 23' AT A STA. 182 +27.23, 11.40' RT A STA. 182 +27.23 11.40' RT END *40:1 ACCELERATION LAI MATCH EXIST. FED. AID NO. STPH -0900 21 o w CALL 48 HOURS FEDERAL WAY, WASHINGTON NAL`` BEFORE YOU DIG BERGER/ABAM 98003 -2600 E N E 1 N E E fl 3 I N c. VOICE: (206)131 -2300 EXPIRES 6/4/2011 1- 800 - 424 -5555 FAX: (206 )431 -2250 Lost 50✓ ed on Mon✓u/ 062009 et 11 41AU by Angelmonta /w Re Name :O'IFeder.mayI2004IFAPWI -04 -031 ICADD Idwgs Ichannehiaftn I01 -01dwg 1 CHANNELIZATION PLAN SCALE: 1 " =50' * 40:1 TAPER IS RELATIVE TO EASTBOUND DOUBLE YELLOW CENTERLINE LOCATION 50 0 50 100 scale feet 1� FNR dIl: tY196iBBt AS SHOWN cid ,.P.. CITY OF RENTON DATUM "�-Planning /Building /Public Works Dept. NO. REVISION BY DATE APP'T RECORD DRAWING INFORMATION SHOWN ON RECORD DRAWINGS FOR LOCATIONS AND ELEVA11ONS OF FEATURES WERE PROVIDED BY THE CITY OF RENTON AND /OR ITS CONSTRUCTION CONTRACTOR. BERGERABAM ASSUMES NO LIABILITY FOR THE ACCURACY OF THIS INFORMATION. T- 322404 NE SUNSET BOULEVARD (SR 900)/ DUVALL AVE NE INTERSECTION IMPROVEMENTS CHANNELIZATION PLAN SHEET 3 OF 3 6/03/09 mI O Ch WRING SCHEDULE CONDUIT RUN # CONDUIT SIZE CONDUCTORS REMARKS J CS IEH /CLE HEADS 5C PEDESTR IAN HEADS ILLUM RON 11DfO POWER 5C 2CS 1 J. 1 2 2 2 1 2 2" 2 3 J. 1 2 2 1 4 3" 1 5 J. 2 4 4 2 6 3" 1 3 2 1 7 2" 1 8 3" 1 2 1 1 9 3" 1 2 2 1 10 3" 2 5 4 2 2" 2" SPARE 11 2" 3116 POWER 12 2" 3,f2 SERVICE [11 13 2" 2 14 2" 2 [2] 15 r [21!31 i � I I 1 I I1N0 � I I i I I I I I i I I I� I IZ I I IQ I Q I i ° ° CONTROLLER CABINET LEGEND ° VEXHICLE SIGNAL HEAD r� ",'� z -,) \-H* PEDESTRIAN SIGNAL HEAD ® SERVICE CABINET NEW TYPE 1 L STANDARD, TYPE III NH O SIGNAL STANDARD N0. NORTH H PROJE SIGNAL ® LIMITS PED. HEAD STANDARD, TYPE PS m TYPE 1 JUNCTION BOX — J015, J016 2 CONSTRUCTION NOTE 4" SCH 80 Q TYPE 2 JUNCTION BOX — J015, J016 CONDUIT El TYPE 3 JUNCTION BOX — J015, J016 1 WIRE NOTE 0 --■ PREEMPTION DETECTOR (EVP) O EXISTING STANDARD OR POST SIGNAL STANDARD — MOUNTED TRAFFIC SIGN - - - -- CONDUIT 4" SCH 80 II CONDUIT 0 REPLACE TYPE 1 �( j 1 13 HANDHOLE W/ NEW 25 TA� HANDHOLE AND EXTEND; !, EXISTING 2" CONDUIT (4 "X2 ") RECORD DRAWING INFORMATION SHOWN ON RECORD DRAWINGS FOR LOCATIONS AND ELEVATIONS OF FEATURES WERE PROMDED: BY THE CITY OF RENTON AND /OR ITS CONSTRUCTION CONTRACTOR. BERGERABAM THIS INFORMATION. TON. LIABILITY FOR THE ACCURACY OF THIS INFORMATION. /f' I AS NECESSARY [11 CONSTRUCT CONDUIT, RISER AND WIRING TO POINT OF CONNECTION PER PUGET SOUND ENERGY REQUIREMENTS COORDINATE WITH PUGET SOUND ` fib � I I31 81 D 82 179k' ENERGY. [2] REMOVE AND REPLACE CONDUIT BETWEEN DUVALL AVENUE NE AND LIMITS OF SIDEWALK R£CONS7RUC77ON (APPROX. STA. 168 +50) . PROVIDE AND INSTALL TYPE 2 ✓UNC77ON BOXES AT THE POINT OF CONNEC7ON TO EXIS77NG CONDUITS �' 7 7 I A 2 i Q`�,fl AND /OR AS REQUIRED AT EACH RELOCA7ED LIGHT POLE. I' .�G� v Vv 1T8 +00 j 3 PROVIDE AND INSTALL NEW 6 —PR INTERCONNECT BETWEEN SIGNAL CON7ROLLER /j U Q GJ`v�`►`� u '_,",.��° [ )CAB /NETS AT DUVALL AVENUE NE AND ANACOR7ES AVENUE NE. �/ 7� 27 I ,i i �" O i y >` 0 P 3 -' %' v. //LIGHT POLE % 8 FOUNDATIONS / ' % ,j l` OF 12 /� 11 3 13 ( I l f v J . . F �� N/ .F 9 12 i tlt �M1) s• a f. F, - 21 I �z_ Tm322405 �- 61 12 ^� i ��� CONSTRUCTION NOTES C *OCONSTRUCT FOUNDATION AND INSTALL TYPE III SIGNAL STANDARD WITH 55' MAST ARM. FOUR VEHICLE SIGNAL HEADS, EVP DETECTOR, TWO PEDESTRIAN SIGNAL HEADS, ONE STREET SIGN PER RENTON STANDARD PLAN G022 (DUVALL AVE NE), TERMINAL CABINET, TWO TRAFFIC SIGNS, AND 5 / ONE 250 WATT HPS M —C —III LUMINAIRE. .fir r��f i ' "� 5 ,t ° " 2 CONSTRUCT FOUNDATION AND INSTALL TYPE III SIGNAL STANDARD WITH 55' MAST ARM. FOUR I 13 1 C l 0 \j OVEHICLE SIGNAL HEADS, EVP DETECTOR, TWO PEDESTRIAN SIGNAL HEADS, ONE STREET SIGN PER i 5k00 1 I I 6 I`• ' 1 ,� \ RENTON STANDARD PLAN G022 (SUNSET BLVD NE), TERMINAL CABINET, ONE TRAFFIC SIGN, ONE 9 13 I I 1 �� ' 250 WATT HPS M —C —III LUMINAIRE, AND TWO PEDESTRIAN BUTTONS. 5 13 Y r *OCONSTRUCT FOUNDATION AND INSTALL TYPE III SIGNAL STANDARD WITH 45' MAST ARM. THREE ;��"4 „i .05 g'1 VEHICLE SIGNAL HEADS, EVP DETECTOR, ONE PEDESTRIAN SIGNAL HEAD, ONE STREET SIGN PER RENTON STANDARD PLAN G022 (DUVALL AVE NE), TERMINAL CABINET, ONE TRAFFIC SIGN, ONE 12 °(LED) GRS 12 '(LED) 42'1 250 WATT HPS M —C —III LUMINAIRE, AND OBE PEDESTRIAN PUSH BUTTON. i 6 13 iz s *0 A �� ®y 12 (LED) GY= 12_(LED) �Y� LJ"6 D a� 02 4 CONSTRUCT FOUNDATION AND RELOCATE TYPE III SIGNAL STANDARD WITH 45' MAST ARM. THREE VEHICLE SIGNAL HEADS, EVP DETECTOR, TWO PEDESTRIAN SIGNAL HEADS, ONE STREET SIGN PER 11 1 4 s G 12 ^(LED) 12" "(LED) w� RENTON STANDARD PLAN G022 (SUNSET BLVD NE), TERMINAL CABINET, ONE TRAFFIC SIGN, AND �� 43 42 �B 41 I, ONE 250 WATT HPS M —C —III LUMINAIRE. CONTRACTOR WILL REPLACE ALL EXISTING 8" SIGNAL I HEADS WITH 12" SIGNAL HEADS. AkpO 14 _ _Y` II < HEAD //61,62,41,42, HEAD 1/11,1271, HEAD Jf43 1�3 � � 07 i' t`�'� h 21,22,81,82 51,31 B CONSTRUCT FOUNDATION AND RELOCATED TYPE PPS PED POST WITH ONE PEDESTRIAN PUSH '- Ii / BUTTON. __ -_ VEHICLE SIGNAL HEADS 6 CONSTRUCT FOUNDATION AND RELOCATED TYPE PPB PED POST WITH ONE PEDESTRIAN PUSH I I I l .04� �8 BUTTON. 12 15 Y 13 I I O7 CONSTRUCT FOUNDATION AND INSTALL TYPE PS PED HEAD STANDARD WITH ONE PEDESTRIAN SIGNAL / 2 I \ 'vv� '�u� HEAD, AND ONE PEDESTRIAN PUSH BUTTON. *ACTUAL 2 I Ii <0* PR07£CIE9 MOVEMENT it AS —BUILT I it C;¢`a PEDES7R /AN MOVEMENT BUTTONS. FOUNDATION AND INSTALL TYPE PPB PED POST WITH TWO PEDESTRIAN PUSH i 5 10 I LUNAR WHITE PORTLAND ORANGE BUTTONS. LOCATION e,/ r 1_. I I (LED) (LED) 9 DRILL 1 INCH DIAMETER HOLE IN THE BOTTOM OF LUMINAIRE ARM 1' FROM LUMINARIES HEAD. *ACTUAL HEAD #67,86,66,47, SIGNAL PHASING OINSTALL CITY — SUPPLIED VIDEO AND POWER CABLE(S) FROM CONTROLLER CABINET TO LUMINAIRE 46,27,26,87 LOCATION 10 I I / ARM. COIL 6' OF CABLE(S) AT LUMINAIRE ARM AND 10' AT CONTROLLER CABINET. INSTALL PEDESTRIAN S/G/VAL HEADS R 1. ALL VEHICLE SIGNAL HEADS SHALL BE CONVENTIONAL HEADS WITH RED, YELLOW AND GREEN LED INDICATIONS, BACKPLATES AND TUNNEL VISORS. ALL VEHICLE SIGNAL HEADS SHALL USING MOUNTING TYPE M. USE CITY OF RENTON STANDARD PLANS J019 AND J020. REPLACE ALL EXISTING 8" HEADS WITH NEW 12" HEADS. PRE- EMP77ON PHASES DEVICE SIGNAL PHASES A 2 +5 B 4 +7 C 6 +1 0 8 +3 UBBER GROMMET AND SEAL HOLE ON LUMINAIRE ARM WITH CAULKING. CITY TO PROVIDE AND INSTALL CAMERA AND RELATED EQUIPMENT REQUIRED FOR COMPLETE VIDEO DETECTION SYSTEM. ,INSTALL FOUNDATION AT SUNSET BLVD NE (SR 900) STA 174 +92.66, 51.65' RT. PER STANDARD PLAN J028. RELOCATE NEMA TYPE P TRAFFIC SIGNAL CONTROLLER CABINET, NEMA TRAFFIC SIGNAL CONTROLLER AND AUXILIARY EQUIPMENT. FOR ACTUAL AS —BUILT LOCATION SEE 10 * 11 CONSTRUCT FOUNDATION AT SUNSET BLVD NE (SR 900) STA 174 +87.66, 51.66' RT. PER STANDARD PLAN J010. RELOCATE 120/240 VOLT SINGLE PHASE ELECTRICAL CABINET, COORDINATE NTH PUGET SOUND ENERGY FOR SERVICE CONNECTION. FOR ACTUAL AS —BUILT LOCATION SEE 11 * ALL PEDESTRIAN SIGNAL HEADS SHALL HAVE LED I SYMBOLIC LEGEND AND 'Z' CRATE VISORS. 20 0 20 40 12 REMOVE FOUNDATIONS AND SIGNAL, MASTS, POLES, LUMINAIRES, AND JUNCTION BOXES,OOO S Gp--- "" I PEDESTRIAN SIGNAL HEADS SHALL USE CLAM SHELL THE ABOVE MENTIONED ITEMS, EXCEPT FOUNDATIONS, ARE TO BE HAULED AND STORED AT THE I� T� TYPE E MOUNTS. scale feet CITY SHOPS LOCATED AT 3555 NE 2ND STREET, RENTON, WASHINGTON, FED. AID NO. STPH- 0900 21) �!4 I I I S * SIGNALSPORE FOUNDATION BY CONTRACTOR TO A DEPTH OF 10' MIN TO CONFIRM samnm: scar: Ymnrx w.w N 33301 9TH AVENUE SOUTH AS SHOWN "°"�°"* °'°��BBf �� CITY OF NE SUNSET BOULEVARD (SR 900)/ 6/03/09 ur .eon Gw CALL 48 HOURS FEDERAL WAY, WASHINGTON ,: RENTON DUVALL AVE NE INTERSECTION IMPROVEMENTS pa°°'° OVAL BEFORE YOU DIG BERGERIABAM 98003 -2600 E N G I N E E R S I N c. VOICE: (206 )431 -2300 1 aECxm —{ DATUM � G TS 1 EXPIRES 6/4/2011 1- 800 - 424 -5555 (206k131 -2250 . Planning /Building /Public Works Dept. TRAFFIC SIGNAL PLAN FAX: N0. REVISION BY DATE APPR Ypvpq.� SCYr MCORON4Y SHEET: C4: 21 30 Cast Saved on Mon Jul 05 2009 of 11.42AM by Ange.montalw File Nome: O.' IFedera /Way 20041FAPWT- 04- OJiICA001 dwgr lChonnelizotion TS- Oi.dwg Scale: I n6: - - 3 3L�' ( P5 RECORD DRAWING lalsvV 'IF F_11 0]11&1:ceTITIa go] am 1*0101zip] AYNIlkel.0111 101 Q LOCATIONS AND ELEVATIONS OF FEATURES WERE �— PROVIDED BY THE CITY OF RENTON AND /OR ITS O CONSTRUCTION CONTRACTOR. BERGERABAM ch ASSUMES NO LIABILITY FOR THE ACCURACY OF THIS INFORMATION 2' -6" — POLE 5' -0" EE (?) STD HOOKS /-ON #8 BARS I M I_ 1t_�I ® TELEPHONE 3' -0" CIA PIERS -- __ (8) #8 VERTICAL 0 #4 HOOPS ® 12" I I � 15"o TS1 J SCALE: NTS 1' -6" S. 6' -6" TION SECT FED. AID NO. STPH- 0900(21) c" x 33301 9TH AVENUE SOUTH oR �wW CALL 48 HOURS FEDERAL WAY, WASHINGTON °?oNAL� BEFORE YOU DIG BERGER/ABAM 96003 -2600 AL 1- 800 - 424 -5555 E N G I N E E R S I N VOICE: (206)431 -2300 EXPIRES 6/4/2011 FAX: (206)431 -2250 Cos( Sawd on Mon ✓N 06 2009 of It42AM by Any VL m?&/ Pe Name: ¢'IFe dero/ ebyl20041FAPwr- 04- 03IICA ODI0'wgslCho4nelzolonl7S- OIA.dwg Scale: I REVISION ELEVA -H 0 I 0 I N 0 I I� FIBER OPTIC a c I c I c m 2'-0" LIGHT POLE PIER - SCALE: NTS OR BOLTS PER VALMONT DT SHORTEN "J" DIMENSION -6" 9) 6" MAX (APPROX 16 EA) TO SUIT POLE BASE 3EST 32"0 - VERIFY) OOPS @ 3" (. PIERS W/ 8 VERTICAL OOPS ® 12" T= 322406 AS SHOWN sea ,w, "% sa CITY OF NE SUNSET BOULEVARD (SR 900)/ 6/03/09 xoN¢prtu: NW � DUVALL AVE NE INTERSECTION IMPROVEMENTS o RENTON F DATUM 0PAN1N01° Planning /Building /Public Works Dept. TRAFFIC SIGNAL DETAILS TS A F NOf qE Olp1 µpp�p TIIEI.Y 22 X30 as <i -3aa o'6 N 0 Ich H FOUNDATION DEPTH TABLE ALLOWABLE LATERAL FOR DOUBLE MAST ARM STANDARDS XYZ (CUBIC FEET) BEARING PRESSURE FOUNDATION TYPE 11.111 AND SO MAST ARM STANDARDS (Psf) r� O MIN. I MAX. MIN. E J N 16.5 17.5' 16.5 600 1900 1 1,200 1,500 1,900 2,300 3' ROUND 10' 10' 11' 11' 13' 15' 11000 3' SQUARE 8' 8' 9' 9' 10' 11' 20.8' 4' ROUND 8' 8' 9' 9' 10' 11' 0 NUT HT. 3' ROUND 8' 8' 9' 11' 13' 15' 1,500 3' SQUARE 7' 7' 7' 8' 8' 9' 4' ROUND 7' 7' 7' 8' 8' 9' . f 3' ROUND 6' 6' 7' 11' 13' 15' 2,500 3 SQUARE 6' 6' 6' 6' 7' 7' 4' ROUND 6' 6' 6' 6' 7' 7' vE ORIENTATION 41 O �O *190' O _ C 0 180' Uv *90'F_ J U z 90' 270' Q E1 G T O Z�JF, THIS TABLE BASED ON AO/ VALUE OF 26. FOR DOUBLE MAST ARM STANDARDS 0 0' WITH 90' BETWEEN ARMS, USE THE LARGER XYZ VALUE FOR FOUNDATION r� O SIGNAL STANDARD IDENTIFICATION TAG DETAIL EXAMPLE y STD. NO. XX SIGNAL STANDARD NO. SRXXX, MP XXX.XX STATE ROUTE AND — ATTACHMENT MANUFACTURER MILE POST NO. POINT APPROVED DWG. XXXXXX APPROVED DRAWING NO. —ALL HANDHOLES FAB. X /XX /XXXX FABRICATION DATE AT 180' FROM E1 RECORD DRAWING INFORMATION SHOWN ON RECORD DRAWINGS FOR LOCATIONS AND ELEVATIONS OF FEATURES WERE PROVIDED BY THE CITY OF RENTON AND /OR ITS CONSTRUCTION CONTRACTOR. BERGERABAM ASSUMES NO LIABILITY FOR THE ACCURACY OF THIS INFORMATION NOTE: CORROSION RESISTANT METAL TAG SECURED WITH (2) 0.125" RIVETS AS FOLLOWS: POLE SHAFT - LOCATED WITHIN 6" ABOVE HAND HOLE, SIGNAL AND LUMINAIRE MAST ARM - LOCATED WITHIN 6" OF THE POLE SHAFT * IF Et OR E2 SIGNAL ARM IS CONNECTION POINT. TEXT SHALL BE A MINIMUM OF 3/16" HIGH, STAMPED OR EMBOSED. NOT NINETY DEGREES TO THE ANCHOR BOLT PLATE THEN SPECIAL DESIGN POLE DEPTH SELECTION. A SPECIAL FOUNDATION C v> �S F LOCATION STATION ARM STANDARDS IF THE ANGLE IS NOT 90'. NOTE: CORROSION RESISTANT METAL TAG SECURED WITH (2) 0.125" RIVETS AS FOLLOWS: POLE SHAFT - LOCATED WITHIN 6" ABOVE HAND HOLE, SIGNAL AND LUMINAIRE MAST ARM - LOCATED WITHIN 6" OF THE POLE SHAFT * IF Et OR E2 SIGNAL ARM IS CONNECTION POINT. TEXT SHALL BE A MINIMUM OF 3/16" HIGH, STAMPED OR EMBOSED. NOT NINETY DEGREES TO THE ANCHOR BOLT PLATE THEN SPECIAL DESIGN POLE DEPTH SELECTION. A SPECIAL FOUNDATION DESIGN IS REQUIRED FOR DOUBLE v> �S ANCHOR BOLT PLATE G LOCATION STATION ARM STANDARDS IF THE ANGLE IS NOT 90'. MIN. I MAX. MIN. MAX. MIN. I MAX. MIN. E J N 16.5 17.5' 16.5 19.2' 16.5 20.9' 16.5 22.0' MINE 3/4" CHAMFER PLASTIC DRAIN TUBE � POLE ORIENTATION ANGLE (P.O.A.) 16.5 17.0' POLE ORIENTATION 18.0' DEGREES CLOCKWISE FROM OFFSET 19.7' 16.5 20.8' LINE TO POLE ORIENTATION LINE N GROUT PAD THICKNESS= LINE (SETS ANCHOR BOLT ORIENTATION) 0 NUT HT. +1" MAX PAVED POLE ORIENTATION AND ,- 16.5 1775' SURFACE ATTACHMENT POINT DETAIL n UNPAVED SURFACE CLASS 3000 CONCRETE 8 NO. 8 BARS EQUALLY SPACED 40' 45' 50' 5,3'-150' S H w 0 0 ~ z MIN. I MAX. MIN. MAX. MIN. I MAX. MIN. MAX. J N 16.5 17.5' 16.5 19.2' 16.5 20.9' 16.5 22.0' MINE 4 SECTION 12" 16.5 17.0' 16.5 18.0' 16.5 19.7' 16.5 20.8' �- 2f" CL #4 HOOPS, RD. OR SQ. AT 1' -0" APPROX. CTRS.- 3' SQ. OR RD., OR 4' RD. FOUNDATION DETAIL I 2 TYPE PPB PED. POST 0 I 00 TYPE PS PED, HEAD STANDARD I_1 G G G G 2 0 I 0 ° I I I I 00 TYPE I VEHICLE HEAD STANDARD 11 9 a B3 B4 B i ii I:115A A L A SIGNAL DISPLAY VERTICAI 0 FARANCF (FFFT) FROM CTnP I INIF NOTES OMOUNTING COUPLING INSTALLED AT OFFSET DISTANCE INDICATED IN CHART. O2 FIELD INSTALLED. TYPE II MAST ARM SIGNAL STANDARD ALTERNATE NOTE 1 FOR TYPE N MOUNT ONLY DRILL 1" HOLE IN MAST ARM AND INSTALL PLASTIC SPLIT BUSHING FOR CABLE ENTRANCE, LIMITS OF VERTICAL CLEARANCE REQUIREMENT ROADWAY TYPE III COMBINATION LIGHTING AND MAST ARM SIGNAL STANDARD B9 B10 B11 B B A 2 H nh H I U U II TYPE IV TYPE V STRAIN POLE COMBINATION LIGHTING STANDARD AND STRAIN POLE STANDARD 70 F low Q o 0 I A (0 I N IQ CURB OR EDGE OF SHOULDER TYPE SID SPECIAL DESIGN STANDARD 40' 45' 50' 5,3'-150' MIN. I MAX. MIN. MAX. MIN. I MAX. MIN. MAX. 3 SECTION 12" 16.5 17.5' 16.5 19.2' 16.5 20.9' 16.5 22.0' MINE 4 SECTION 12" 16.5 17.0' 16.5 18.0' 16.5 19.7' 16.5 20.8' 5 SECTION 12" 16.5 17.0' 16.5 1775' 16.5 18.5' 16.5 19.6' O���m NOTES OMOUNTING COUPLING INSTALLED AT OFFSET DISTANCE INDICATED IN CHART. O2 FIELD INSTALLED. TYPE II MAST ARM SIGNAL STANDARD ALTERNATE NOTE 1 FOR TYPE N MOUNT ONLY DRILL 1" HOLE IN MAST ARM AND INSTALL PLASTIC SPLIT BUSHING FOR CABLE ENTRANCE, LIMITS OF VERTICAL CLEARANCE REQUIREMENT ROADWAY TYPE III COMBINATION LIGHTING AND MAST ARM SIGNAL STANDARD B9 B10 B11 B B A 2 H nh H I U U II TYPE IV TYPE V STRAIN POLE COMBINATION LIGHTING STANDARD AND STRAIN POLE STANDARD 70 F low Q o 0 I A (0 I N IQ CURB OR EDGE OF SHOULDER TYPE SID SPECIAL DESIGN STANDARD °tnm I nvu NUNAL PILAU LUUA I IUN UN KLLUGA I LU MAS I A FED. AID NO. STPH- 0900(21) CALL 48 HOURS 33301 9TH AVENUE SOUTH AL s G' ,. FEDERAL WAY, WASHINGTON °?°NAL BEFORE YOU DIG BERGER/ABAM 98003 -2600 E N G I N E E N 1 1 N c. VOICE: (206)431 -2300 EXPIRES 6/4/2011 1- 800 - 424 -5555 FAX: (206)431 -2250 • CITY OF AS SHOWN NORn°""` Nw iPss°y+eN+ ' RENTON �� DATUM Planning /Building /Public Works Dept. NO. REVISION BY DATE APPR A. VEHICLE DISPLAY B. SIGN C. LUMINAIRE ARM D. PRE -EMPT DETECTOR E. SIGNAL MAST ARM F. LUMINAIRE G. PEDESTRIAN DISPLAY H. CABINET I. PPB -M J. HANDHOLE T=322407 mm NE SUNSET BOULEVARD (SR 900)/ 6/03/09 DUVALL AVE NE INTERSECTION IMPROVEMENTS PI TRAFFIC SIGNAL STANDARD PI ANNGTC O Last Sored on MOn ✓u/ 06 2009 of Q 42AM by AngeLmonto /ro Fi /e Nome: O.' FeduNWoy 20041FAPWT- 04- OJ7ICAODIdwgs lChonne /izotion l TS -02 dwg Sco /e. / O ne I — � ^ FIELD LOCATION Q_■■�___ ® • • • • • • • • • • • • �� MINE ININ O���m . f . • t �mmm _ � _ _�� lill °tnm I nvu NUNAL PILAU LUUA I IUN UN KLLUGA I LU MAS I A FED. AID NO. STPH- 0900(21) CALL 48 HOURS 33301 9TH AVENUE SOUTH AL s G' ,. FEDERAL WAY, WASHINGTON °?°NAL BEFORE YOU DIG BERGER/ABAM 98003 -2600 E N G I N E E N 1 1 N c. VOICE: (206)431 -2300 EXPIRES 6/4/2011 1- 800 - 424 -5555 FAX: (206)431 -2250 • CITY OF AS SHOWN NORn°""` Nw iPss°y+eN+ ' RENTON �� DATUM Planning /Building /Public Works Dept. NO. REVISION BY DATE APPR A. VEHICLE DISPLAY B. SIGN C. LUMINAIRE ARM D. PRE -EMPT DETECTOR E. SIGNAL MAST ARM F. LUMINAIRE G. PEDESTRIAN DISPLAY H. CABINET I. PPB -M J. HANDHOLE T=322407 mm NE SUNSET BOULEVARD (SR 900)/ 6/03/09 DUVALL AVE NE INTERSECTION IMPROVEMENTS PI TRAFFIC SIGNAL STANDARD PI ANNGTC O Last Sored on MOn ✓u/ 06 2009 of Q 42AM by AngeLmonto /ro Fi /e Nome: O.' FeduNWoy 20041FAPWT- 04- OJ7ICAODIdwgs lChonne /izotion l TS -02 dwg Sco /e. / O ne I — � ^ M O SIGNAL 'J HEAD 51 R 0 G B W SIGNAL HEAD 22 TERMINAL CABINET 1 764 765 PED. HEAD 47 B 0 FIELD WIRE TERMINATIONS SIGNAL HEAD 21 E.V.P. C SIGNAL HEAD 22 TERMINAL CABINET 1 764 765 PED. HEAD 47 B 0 615 2 741 CABINET 1 R G 5C1 0 R R 621 R R 661 R 622 E.V.P. D 662 'J] 933 Y z 662 0 0 735 Y Y Y 622 0 w v° 0 G w R 621 R 681 R 622 G 663 G 633 962 E.V.P. C 664 5C3 L G 623 G 638 972 G 664 p G 623 0 G p 682 p o aw 665 W E.V.P. D a = 624 B W HAND B 645 g 624 g p 683 G W 661 R 648 625 W 8 651 51 785 625 653 g 684 g 654 555 0 662 0 656 a PED. HEAD 46 a n 685 G 663 G 662 663 62 761 762 R HEAD 26 R 651 664 R 667 a W ti 741 668 669 721 R R 742 G R W 0 673 652 7 763 W 722 G 677 678 0 TO 632 G B 653 G 82 CONTROLLER 684 8 743 W 686 633 B R 654 B HEAD 86 723 W G 744 B 634 W R 655 TO W 745 0 781 W 635 782 CONTROLLER B=764 B R 741 R CABINET 783 PFD. HEAD 27 0= -G –T42 R G R CABINET PFD. HEAD 87 721 722 R G G –B W =T4-4 743 W B 0— 781 782 R G 781 R W B 723 W O=745 G 0 —G—' DETECTOR 783 W B p 725 0 O POLE NO. 1 B = 784 B 0 R 721 R VIDEO 785 0 0 R 781 VEHICLE R VIDEO O POLE NO. 3 G 722 G DETECTOR VEHICLE W 723 W G 782 G DETECTOR B 724 i B W 783 W 0 725 0 B P.P.B. 27 724 B 725 0— O POLE NO. 7 SIGNAL HEAD 71 SIGNAL HEAD 41 E.V.P. B EXPIRES 6/4/2011 O POLE NO CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 PED. HEAD 66 2 TERMINAL CABINET 1 ED. AID NO. STPH- 0900(21) O O SIGNAL R Y G HEAD 761 R G W 762 763 764 765 PED. HEAD 47 B 0 615 2 741 CABINET 1 R G 742 1743[--W 2 TERMINAL CABINET 1 ED. AID NO. STPH- 0900(21) O O SIGNAL R Y G HEAD 31 R 0 G B W 631 632 633 634 635 SIGNAL R Y G HEAD 11 R 0 G B W 611 TERMINAL 612 613 614 615 TO CONTROLLER CABINET 3 t I VIDEO VEHICLE DETECTOR 33301 9TH AVENUE SOUTH FEDERAL WAY, WASHINGTON BERGER/ABAM 98003 -2600 EN G I N E E g 5 I N G. VOICE: (206)431 -2300 FAX: (206)431 -2250 FNO. Last Saved on Mon Jul 062009 of 1f42AM by AngeLmontalro Re Nome. O .'IFedero1WOy12004IFAPW7- 04 -03f ICAO01asys lChoanel/zotion l N -030wg Scale. 1 a O O O SIGNAL HEAD 81 E.V.P. D SIGNAL HEAD 82 TERMINAL CABINET 1 614 615 R 2 TERMINAL CABINET 1 922 E.V.P. A SD1 0 R 661 R R 661 R 622 E.V.P. D 662 0 933 Y z 662 0 0 735 5D2 Y p 11w 628 w v° 0 G w G E.V.P. A R 681 R 31 G 663 G 633 962 E.V.P. C 664 B 5D3 L 664 B 638 972 G 664 B 973 41 p 682 p o aw 665 W E.V.P. D a = 767 665 W HAND B 645 4 MAN p 683 G R 661 R 648 649 N 8 651 51 785 NEUTRAL 653 g 684 g 654 555 0 662 0 656 a PED. HEAD 67 a n 685 G 663 G 662 663 62 761 762 PED. HEAD 26 6 B 664 B 667 a W ti 668 669 721 R R 672 631 R W 673 7 763 W 722 G 677 678 0 TO 632 B 683 82 CONTROLLER 684 8 0 G 686 633 G R LL PED. HEAD 86 723 W G f[ B 634 B R -w —T63 W 13- 781 W 635 782 G B=764 B O 783 CONTROLLER 0= 765 0 R 721 R CABINET PFD. HEAD 87 G-722 G VIDEO 0— 781 782 R G 781 R W B 723 W B 724 G 782 —G—' DETECTOR 783 W –w -T83 p 725 0 O POLE NO. 1 B = 784 B -=O= 785 0 0 R 781 R VIDEO J.0 VEHICLE OPOLE NO. 4 G 782 G DETECTOR W 783 W B B P.P.B. 26 0=785 724 B — 725 0 SIGNAL R Y G HEAD 12 E.V.P. A R 5A1 0 0 5A2 Y G 5A3 BL B W 611 612 613 614 615 ra-ra • P.P.B. 67 766 B 767 0 O POLE NO. 6 P.P.B. 86 786 B — 787 0 — O POLE NO. 5 ink s 0— FY— L e 0- �Y- L R 0- G- B- W- R- 0- G- B- W- R- 0- G- B- W- R- 0- G- B- W- R- G- G B- W- R- 0- G- B- W- R- O- G- B- W- R- FO- FrG- B- W- � � C, INFORMATION SHOWN ON RECORD DRAWINGS FOR LOCATIONS AND ELEVATIONS OF FEATURES WERE PROVIDED BY THE CITY OF RENTON AND /OR ITS CONSTRUCTION CONTRACTOR. BERGERABAM ASSUMES NO LIABILITY FOR THE ACCURACY OF THIS INFORMATION CONTROLLER CABINET WIRE TERMINATIONS 911 SIGNAL HEAD 62 812 612 913 GNAL HEAD 61 921 2 TERMINAL CABINET 1 922 E.V.P. A 661 R R 661 R R 661 R 622 E.V.P. D 662 0 933 Y z 662 0 0 735 p 662 p 627 628 w v° 663 G w G E.V.P. A 663 G 953 31 G 663 G 633 962 E.V.P. C 664 B 635 636 664 B 638 972 g 664 B 973 41 665 W 8 o aw 665 W E.V.P. D a = 767 665 W HAND 77 645 4 MAN 646 NEUTRAL 647 R 661 R 648 649 N 8 651 51 785 NEUTRAL 652 653 787 DETECTOR 654 555 0 662 0 656 a PED. HEAD 67 a n 659 G 663 G 662 663 62 761 762 R G 664 6 B 664 B 667 a W ti 668 669 671 672 W 665 W 673 7 763 W 676 U W N 677 678 679 TO 61 B 683 82 CONTROLLER 684 8 0 685 686 R 761 R CABINET PED. HEAD 86 G 762 G f[ R -w —T63 W F 781 782 G B=764 B 783 W 0= 765 0 B VIDEO 0— 781 R VEHICLE G 782 —G—' DETECTOR –w -T83 w O POLE NO. 1 B = 784 B -=O= 785 0 P.P.B. 67 766 B 767 0 O POLE NO. 6 P.P.B. 86 786 B — 787 0 — O POLE NO. 5 ink s 0— FY— L e 0- �Y- L R 0- G- B- W- R- 0- G- B- W- R- 0- G- B- W- R- 0- G- B- W- R- G- G B- W- R- 0- G- B- W- R- O- G- B- W- R- FO- FrG- B- W- � � C, INFORMATION SHOWN ON RECORD DRAWINGS FOR LOCATIONS AND ELEVATIONS OF FEATURES WERE PROVIDED BY THE CITY OF RENTON AND /OR ITS CONSTRUCTION CONTRACTOR. BERGERABAM ASSUMES NO LIABILITY FOR THE ACCURACY OF THIS INFORMATION CONTROLLER CABINET WIRE TERMINATIONS 911 1 E.V.P. C 17 812 612 913 1 715 921 2 615 616 922 E.V.P. A 618 619 923 722 931 3 NEUTRAL 726 622 E.V.P. D 623 22 933 37 3 z 941 4 0 735 943 E.V.P. B a u 627 628 w v° 951 5 w 631 E.V.P. A a 745 953 31 DETECTOR 961 6 633 962 E.V.P. C HAND 963 635 636 971 7 638 972 E.V.P. B DETECTOR 639 973 41 HAND 981 8 o aw 643 98 2 E.V.P. D a = 767 983 771 HAND 611 HAND 17 1 612 11 12 1 715 613 614 615 616 a 0 W 617 618 619 2 722 621 21 NEUTRAL 726 622 727 623 22 HAND 37 3 624 732 2 735 625 626 a u 627 628 w v° HAND 46 629 631 742 MAN 745 632 31 DETECTOR 747 633 3 HAND 634 635 636 a 637 638 w va 756 DETECTOR 639 641 41 HAND N ° 642 o aw 643 42 766 a = 767 644 771 HAND 77 645 4 MAN 646 NEUTRAL 647 w 777 DETECTOR 648 649 N 8 651 51 785 NEUTRAL 652 653 787 DETECTOR 654 555 5 656 a 657 658 a n 659 661 61 662 663 62 664 6 665 666 a 667 a W ti 668 669 671 672 71 673 7 674 675 676 U W N 677 678 679 681 61 682 683 82 684 8 685 686 C nn N 687 688 689 I� I. 1 I. I i� 1 1` 8 : B° W° BL 1 OR W- GN W. B- W- NE 711 HAND 17 1 712 ®N© 715 NEUTRAL 716 DETECTOR 717 DETECTOR 721 HAND 26 2 722 MAN 725 NEUTRAL 726 DETECTOR 727 DETECTOR 711 HAND 17 1 712 MAN 715 NEUTRAL 716 DETECTOR 717 DETECTOR 721 HAND 26 2 722 MAN 725 NEUTRAL 726 DETECTOR 727 DETECTOR 731 HAND 37 3 N o 732 MAN 735 NEUTRAL 736 DETECTOR 737 DETECTOR 741 HAND 46 4 < a o z 742 MAN 745 NEUTRAL 746 DETECTOR 747 DETECTOR 751 HAND 56 5 a N w = 752 MAN 755 NEUTRAL 756 DETECTOR 757 DETECTOR 761 HAND 66 67 6 o aw 762 765 MAN NEUTRAL 766 DETECTOR 767 DETECTOR 771 HAND 77 7 772 MAN 775 NEUTRAL 776 DETECTOR 777 DETECTOR 781 HAND 87 8 782 MAN 785 NEUTRAL 786 DETECTOR 787 DETECTOR 511 _ 512 F 513 w 514 z 515 z 516 z 501 _ U60 III CITY OF NE SUNSET BOULEVARD (SR 900)/ 6/03/09 RENTON DUVALL AVE NE INTERSECTION IMPROVEMENTS D9RN0 W Planning /Building /Public Works Dept. TRAFFIC SIGNAL WIRE TERMINATIONS TS3 24 X30 Last s" Last soi N A PORTION OF SW 1/4, SEC. 3, T. 23 N., q DRIVEWAY 2J R2 -1 B LINE K--i -) W20 -901 I Zx 11 '�N HELP KEEP RENTONr -7v LITTER FREE L 3 J \1 HELP KEEP RENTON LITTER FREE NE SUNSET BLVD '- 4 7 I 4 16 R3 - MO[ MOD DUVALL AVE NE 5 Z �+ 3 `',R3 -16 MOD DRIVEWAY / I -09 FED. AID NO. STPH- 0900(21) 33301 9TH AVENUE SOUTH CALL 48 HOURS FEDERAL WAY, WASHINGTON ALea BEFORE YOU DIG BERGER/ABAM 98003 -2600 1- 800 - 424 -5555 E N G I N E E R$ 1 N G. VOICE: (206)131 -2300 EXPIRES 6/4/2011 FAX: (206)131 -2250 Zest Sowd on MOn ✓N 06 2009 01 11.52.46/ by Ange[mmklw Foe Nome: 0. IFe dery /Woy12004I FAPWT- 04 -OJII CAOD l dwgs l cbonndizotion l SC -02dwg Sm /e: 1 _/ 24 R3 -2 27 r 5 'DUVALL AVE NE D3 -301 � 6 ENE SUNSET BLVD MOD 4 R3 -7R R —2 yo \o � \ R 176 +00 _._J 3331 30 R3-5L R3 -5L L L 1 -1 D3 -301 MOD L —J RIGHT LANE r _, / ENDS AHEAD DUVALL AVE NE 8 NE SUNSET BLVD) 9 -P DRIVEWA R3 -2 R. 5E., R3 -7R r 2'i RIGHT LAInc--E-4IDS 179 +00 181 ^' 12 /-BUS SHELTER PAD / 1 CL DRIVEWAY \ 15 \V �T —1 L 7 J R3 -2 NE SUNSET BLVD , q DRIVEWAY R3 -2 - i j�vN�s�� t SGT k MP SEA w U a J RECORD DRAWING INFORMATION SHOWN ON RECORD DRAWINGS FOR LOCATIONS AND ELEVATIONS OF FEATURES WERE wmmm PROVIDED BY THE CITY OF RENTON AND /OR ITS CONSTRUCTION CONTRACTOR. BERGERABAM ASSUMES NO LIABILITY FOR THE ACCURACY OF THIS INFORMATION. II. I li 2 21 1 �;1 '. ,� 1 20 i R3 9B 11 RM_ OD i 1 q DRIVEWAY 1 STOP 1 1 2 CITY ORIDINANCE 3 NO PARKING T -32241 tJ — 181 +00 _. DUVALL AVE NE LEGEND EXISTING SIGN & POST NEW SIGN & POST a NEW SIGN MOUNTED ON LUMINAIRE XX NEW SIGN INSTALLATION NOTE SIGN RELOCATION NOTE 'L-X-" SIGN REMOVAL NOTE 50 0 50 100 1"=50' scale feet AS SHOWN �0 „� CITY OF NE SUNSET BOULEVARD (SR 900)/ 6/03/09 NDIB°XfN: � ,� ,�, DUVALL AVE NE INTERSECTION IMPROVEMENTS "°°°°°" w RENTON P� Planning /Building /Public Works Dept. SIGNING PLAN S V Z N0. REVISION BY DATE APPR ° SHEET 2 OF 3 27 W. 3C Ct6;T 3a2.�Fl,l`' Lost Sare