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Home My WebLink AboutzT-3991SetT M M T 0 rr 0 z W W > 0 rr n z O U W rr W z 0 z Q Q z 0 0 U_ LL LL Q rr 0 Q 0 rr 0 m Q W z W U Q U_ 0 W LJJ Q > w a Z U_ ROAD DETAILS ROADWAY POSTED NAME CLASSIFICATION SPEED TALBOT RD S COLLECTOR 35 MPH ARTERIAL S 177TH ST LOCAL ROAD 25 MPH O N NO O Q Q_ W Z J `�' z `) (ic IQ—) Q EX R �•v rf►, LNu RPM CENTER LINE MATCH EXISTING PAVEMENT MARKING AND SIGNING PLAN FOR UW MEDICINE -VALLEY MEDICAL CENTER TALBOT ROAD TRAFFIC SIGNAL AND INTERSECTION IMRPOVEMENTS 177 STA 10+45.0 18.0' LT TO 0.0 RT, STOP BAR h h 0.0 RT, BEGIN RPM CENTER LANE R/W 177 STA 10+34.5 7 � 17.5' LT TO 14.5' RT, CENTER CROSSWALK J L _ 0o C6 - h r EX 5 — SIDEWALK h 7 EX 4' R/W _.. 12 4 4 8- 8 5.5 10 10, 3 0 2 - - -- -- -- - - 10 3 5' ® o 2 _ 1 _ 5' SIDEWI - Z Z J ->O J� Z 144 -4 m � 7 / ~a 8 2Va� a C> W `� ry / o W�000Q� ►� Imo 2 \ / NZ pOO�W�hJ�2Z V 2 +� �3 mZZZ ha,��v v vQ 5 o� +m°ZWWo ��oo to J�m �qT Qm oQ�`►mmm �ZWW� rno �►�� hin NE Cy 3 oWmma +� M oa a;N SFF �I' �o m� Q,%�►\Q oQ MOZ==Z �M ONE ST M ► M iQ��hop hire^ � �� Q�►�►�h►� o L'� O co cVN Q�� h� h� co J�� Q J I/ 9 Cc Q� NS PAVEMENT MARKING CONSTRUCTION NOTES O INSTALL WHITE 3M STAMARK ALL WEATHER TAPE 380AW WITH CONTRACT TAPE 380AW-5 CROSSWALK PER CITY OF RENTON STD. PLAN #127. INSTALL 24" WHITE 3M STAMARK ALL WEATHER TAPE 380AW WITH CONTRACT TAPE 380AW-5 STOP LINE PER CITY OF RENTON STD. PLANS H008 AND H009.1. 0 INSTALL WHITE 3M STAMARK ALL WEATHER TAPE 380AW WITH CONTRACT TAPE 380AW-5 TYPE 2SR TRAFFIC ARROW PER WSDOT STANDARD PLAN M-24.40. ® INSTALL WHITE 3M STAMARK ALL WEATHER TAPE 380AW WITH CONTRACT TAPE 380AW-5 TYPE 2SL TRAFFIC ARROW PER WSDOT STANDARD PLAN M-24.40. O INSTALL WHITE 3M STAMARK ALL WEATHER TAPE 380AW WITH CONTRACT TAPE 380AW-5 TYPE 3SL TRAFFIC ARROW PER WSDOT STANDARD PLAN M-24.40. © INSTALL WHITE 3M STAMARK ALL WEATHER TAPE 380AW WITH CONTRACT TAPE 380AW-5 TWLT TRAFFIC ARROWS PER WSDOT STANDARD PLAN M-24.40. O7 INSTALL YELLOW RPM YELLOW DOUBLE CENTER LINE PER CITY OF RENTON STD. PLAN H001. ® INSTALL WHITE RPM APPROACH LINE AS PER CITY OF RENTON STD. PLAN H002. O INSTALL 4" WHITE 3M STAMARK ALL WEATHER TAPE 380AW WITH CONTRACT TAPE 380AW-5 DOTTED EXTENSION LINE PER WSDOT STD. PLAN M-20.10. 10 INSTALL WHITE THERMOPLASTIC WIDE LINE PER WSDOT STD PLAN M-20.10. 11 INSTALL YELLOW RPM TWLT LINE PER CITY OF RENTON STD PLAN H001. 12 INSTALL TUFF -CURB PER WSDOT STANDARD PLAN F-10.64. SEE TUFF CURB DETAIL, SHEET R15. 19TENW Transportation Engineering NorthWest Transportation Planning I Design I Traffic Impact & Operations PO Box 65254, Seattle, WA 98155 1 Office (206) 361-7333 Project Contact: Chris Bicket, P.E. Phone: 425-250-5002 ONAL•� � 07/18/2= h �' my =2 2 N i) Ui h t W -310 WqL W \ 5, S' 4 8 10, o S� 4 SIpEwgCK \ \ \ ►v g4pOT ro 9X 'SSS NrFR < o a, Rr ro cRoSSwq�k \ \ \ 23 120�0' RT I CF Sr o Rr FN FRD R,oyrFR Sro9',47 0 \ \ \ 12 0 , Rr RT 6 pM gppRo,�,rFR `Bg19 \ F F eF�/N �iN RpM Srq cy �ii�F / FNrFR ApAcF�rFR ,�?? S RRoh'S o/ic 'y �7NF �4NFS PAVEMENT MARKING & SIGNING GENERAL NOTES 1. THIS PROJECT SHALL BE CONSTRUCTED PER 2016 WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, CITY OF RENTON STANDARD PLANS (CURRENT EDITION), AND WSDOT STANDARD DETAILS (CURRENT EDITION). EACH OF THESE DOCUMENTS SHALL BE CONSIDERED PART OF THIS CONTRACT. 2. REMOVE EXISTING CONFLICTING STRIPING AS NECESSARY TO ACCOMMODATE NEW STRIPING. CONTRACTOR SHALL COORDINATE STRIPING REMOVAL WITH ASPHALT RESTORATION AND OVERLAY WORK. CONFLICTING MARKING SHALL BE SAND BLASTED IF LOCATED ON FINAL OVERLAY. 3. TAPER RATES FOR LANE TRANSITIONS ARE BASED ON WSDOT DESIGN MANUAL, CHAPTER 13, CURRENT EDITION. 4. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNS AND CHANNELIZATION PER CITY OF RENTON STANDARDS, CURRENT EDITION. CONTRACTOR SHALL LAYOUT OUT ALL SIGNS AND CHANNELIZATION, AND THEN CONTACT THE CITY INSPECTOR 48-HOURS IN ADVANCE OF INSTALLATION TO VERIFY LAYOUT. 5. UNLESS OTHERWISE NOTED, INSTALL ALL SIGNS AT 7' ABOVE FINISHED GRADE, AS MEASURED TO THE BOTTOM OF SIGN. ON THE SAME POST, THE LOWEST SIGN SHALL BE 7' ABOVE FINISHED GRADE, AS MEASURED TO THE BOTTOM OF THE SIGN. 6. CONTRACTOR SHALL PRUNE ALL VEGETATION IN CONFLICT WITH SIGNS TO ENSURE UNOBSTRUCTED VISIBILITY FOR DRIVERS. 7. THE CONTRACTOR SHALL PREPARE AND SUBMIT TRAFFIC CONTROL PLANS TO TRANSPORTATION SYSTEMS TRAFFIC OPERATIONS AT LEAST THREE (3) WORKING DAYS PRIOR TO ANY ROADWORK. 8. ALL TRANSPORTATION FEATURES ARE TO BE MAINTAINED ON LEVEL GRADE IF THE SURFACE LEVEL FROM CONSTRUCTION IS CHANGED (I.E. JUNCTION BOXES, LUMINAIRE POLES, TRAFFIC SIGNAL POLES, SIGN POSTS). ALL OTHER TRANSPORTATION INFRASTRUCTURE SHALL BE PROVIDED TO BE ON LEVEL GRADE ONCE CONSTRUCTION IS COMPLETE. ALL EXISTING OR PROPOSED TRANSPORTATION FEATURES WITHIN THE PROJECT CONSTRUCTION LIMITS SHALL MEET CURRENT ADA STANDARDS (I E JUNCTION BOXES SHALL HAVE NON-SKID LIDS) PER CITY OF RENTON STANDARD PLAN 135 Z LEGEND EXISTING NEW DESCRIPTION O PAVEMENT MARKING NOTES SIGN NOTES POST MOUNTED SIGN OVERLAY LIMITS SURVEYED: SCALE: DESIGNED: JLS DRAWN: JLS ONE INCH CHECKED: AT FULL SCALE GMD IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY CTB SIGN LEGEND Alk ORANGE FLAGS NEW SIGNAL AHEAD W20-902 36 "X36" BLACK ON ORANGE S1 TEMPORARY (REMOVE SIGN & FLAGS AFTER 60 DAYS) NO PARKING NORTH OF HERE EXISTING R7-101 MOD 12"X18" S2 X , S S��FW qLk R C TY OF RENTON Planning/Building/Public Works Dept. NO PARKING ANY TIME R7-101 12"X18" RED ON WHITE S2 S3 NO PARKING SOUTH OF HERE EXISTING R7-101 MOD 12"X18" S3 o NEW SIGNING NOTE INSTALL TEMPORARY W20-902 SIGN WITH S 1 ORANGE FLAGS ON 4 "X4" WOOD POST. REMOVE SIGN, FLAGS AND POST 60 DAYS AFTER COMPLETION OF CONSTRUCTION. REMOVE EXISTING R7-101 S2 MOD "NO PARKING NORTH OF HERE" SIGN AND WOOD POST. INSTALL NEW R7-101 "NO PARKING ANY TIME" SIGN ON A NEW STEEL POST PER CITY OF RENTON STANDARD PLAN 129. S3 REMOVE EXISTING R7-101 MOD "NO PARKING SOUTH OF HERE" SIGN AND WOOD POST. INSTALL NEW R7-101 "NO PARKING ANY TIME" SIGN ON A NEW STEEL POST PER CITY OF RENTON STANDARD PLAN 129. h O� v h 1'�4 Okv �" �XryO _44�<" Q O �Q O h' h h h ca• h � h' h CO. A,, h^ h' h 10 � \ Q V LL ' LL Q N 0 Q 10 40 0 0 20 60 11-- SCALE IN FEET 0 m Q T-3991 01 ~ rr 91 Al" F H H Q0 Q J O LO C) 0 T 7 � M O O oX��Q X �� v � z W <v > 0 O h �h — o h1 1'' h z O U W Cn O W h0• z X Q) — z Q Q z 0 0 X IN COMPLIANCE WITH CITY OF RENTON STANDARDS W TRANSPORTATION OPERATION Z z Lii cbarnes 09/19/2018 U — J Q REGIONAL FIRE AUTHORITY ��NToti APPROVED a U 3,<[ , cthomas 09/24/2018 .. ,aE> ui W PAVEMENT MARKING AND SIGNING PLAN DATE: 7/18/18 UW MEDICINE - VALLEY MEDICAL CENTER \ FIELDBOOK: TALBOT ROAD INTERSECTION UPGRADES PAGE: W J DRAWING NO: 400 SOUTH 43RD STREET P M 1.01 RENTON, WA 98055 Q > SHEET: 1 OF:17 T M T O rr C) z W W O n 2 z O U LEI C/) rr W z 0 z Q Q z 0 C/) U H LL Q rr 0 Q O rr O m Q rr LU z LU U Q U_ 0 LU LU Q w a w J cx 5' S/OEw q�k \ IPTENW Transportation Engineering Northwest Transportation Planning 1 Design 1 Traffic Impact & Operations PO Box 65254, Seattle, WA 98155 1 Office (206) 361-7333 Project Contact: Chris Bicket, P.E. Phone: 425-250-5002 PAVEMENT MARKING AND SIGNING PLAN FOR EDICINE - VALLEY MEDICAL CENTER TALBOT ROAD TRAFFIC SIGNAL AND INTERSECTION IMR.POVEMENTS OF4q`� � Q \ o \ - 6 S/pF�q` 10 40 0 20 60 r SCALE IN FEET WA&*' •.,gyp 00 W WW J�2 Z J W �� WQ Q = _I O Q J !� J J !W L J L- ~ �� oCQoo � ~zz to rn Q Q + 4iw Z W W 2 0 W4im +Z�Q WmW JJQ- Q�j^ trj�pJ' Q hhh x' o �h o F R/kk SURVEYED: I SCALE: W .P0,. �c� STE�c�aG� r/ONAL `` ON DESIGNED: JLS DRAWN: JLS ONE INCH CHECKED: GMD AT FULL SCALE IF NOT ONE INCH /�� NO. REVISION BY DATE AP P R SCALE ACCORDINGLY APPROVED: CTB �j DATUM PAVEMENT MARKING CONSTRUCTION NOTES O INSTALL WHITE 3M STAMARK ALL WEATHER TAPE 380AW WITH CONTRACT TAPE 380AW-5 CROSSWALK PER CITY OF RENTON STD. PLAN # 127. 0 INSTALL 24" WHITE 3M STAMARK ALL WEATHER TAPE 380AW WITH CONTRACT TAPE 380AW-5 STOP LINE PER CITY OF RENTON STD. PLANS H008 AND H009.1. O INSTALL WHITE 3M STAMARK ALL WEATHER TAPE 380AW WITH CONTRACT TAPE 380AW-5 TYPE 2SR TRAFFIC ARROW PER WSDOT STANDARD PLAN M-24.40. ® INSTALL WHITE 3M STAMARK ALL WEATHER TAPE 380AW WITH CONTRACT TAPE 380AW-5 TYPE 2SL TRAFFIC ARROW PER WSDOT STANDARD PLAN M-24.40. O INSTALL WHITE 3M STAMARK ALL WEATHER TAPE 380AW WITH CONTRACT TAPE 380AW-5 TYPE 3SL TRAFFIC ARROW PER WSDOT STANDARD PLAN M-24.40. © INSTALL WHITE 3M STAMARK ALL WEATHER TAPE 380AW WITH CONTRACT TAPE 380AW-5 TWLT TRAFFIC ARROWS PER WSDOT STANDARD PLAN M-24.40. O7 INSTALL YELLOW RPM YELLOW DOUBLE CENTER LINE PER CITY OF RENTON STD. PLAN H001. ® INSTALL WHITE RPM APPROACH LINE AS PER CITY OF RENTON STD. PLAN H002. O INSTALL 4" WHITE 3M STAMARK ALL WEATHER TAPE 380AW WITH CONTRACT TAPE 380AW-5 DOTTED EXTENSION LINE PER WSDOT STD. PLAN M-20.10. 10 INSTALL WHITE THERMOPLASTIC WIDE LINE PER WSDOT STD PLAN M-20.10. 11 INSTALL YELLOW RPM TWLT LINE PER CITY OF RENTON STD PLAN H001. 12 INSTALL TUFF -CURB PER WSDOT STANDARD PLAN F-10.64. SEE TUFF CURB DETAIL, SHEET R15. SIGN LEGEND ORANGE FLAGS d NOs� NEW PARKING SIGNAL AHEAD ANY TIME R7-101 W20-902 12"X18" 36"X36" RED ON WHITE BLACK ON ORANGE S2 S1 TEMPORARY (REMOVE S3 SIGN & FLAGS AFTER 60 DAYS) NO O PARKING [PARKING NORTH OF H OFHERE RE EXISTING EXISTING R7-101 MOD 12"X18°' R7-101 MOD 12"X18" S2 S3 NEW SIGNING NOTE INSTALL TEMPORARY W20-902 SIGN WITH S 1 ORANGE FLAGS ON 4 "X4" WOOD POST. REMOVE SIGN, FLAGS AND POST 60 DAYS AFTER COMPLETION OF CONSTRUCTION. REMOVE EXISTING R7-101 MOD "NO PARKING S2 NORTH OF HERE" SIGN AND WOOD POST. INSTALL NEW R7-101 "NO PARKING ANY TIME" SIGN ON A NEW STEEL POST PER CITY OF RENTON STANDARD PLAN 129. S3 REMOVE EXISTING R7-101 MOD "NO PARKING SOUTH OF HERE" SIGN AND WOOD POST. INSTALL NEW R7-101 "NO PARKING ANY TIME" SIGN ON A NEW STEEL POST PER CITY OF RENTON STANDARD PLAN 129. LEGEND EXISTING NEW DESCRIPTION O PAVEMENT MARKING NOTES SIGN NOTES POST MOUNTED SIGN OVERLAY LIMITS C TY OF RENTON Planning/Building/Public Works Dept. T-399102 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TRANSPORTATION OPERATION cbarnes 09/19/2018 PAVEMENT MARKING AND SIGNING PLAN UW MEDICINE - VALLEY MEDICAL CENTER TALBOT ROAD INTERSECTION UPGRADES 400 SOUTH 43RD STREET RENTON, WA 98055 DATE: 7/18/18 FIELDBOOK: PAGE: DRAWING NO: PM1.02 SHEET: OF: 17 F H H Q0 T J N O L0 O O 7 Cn z W 2 LEI O Ir a_ 2 z O U LEI C/) W z 0 z Q z (3 C/) U LL LL Q 0 Q O O In Q LU z W U J Q U_ 0 LU LU J Q w z W H H T Q D J N O LO O O O C� 7 C/) z W 5 W O rr n 2 z O U w rr w z 0 z Q J Q z CD Cl) U H H Q rr Q O rr O m J Q rr W z W U J Q U_ 0 w w J J Q U) z LU W 0 rr, n L z O I— U W W rr W z 0 z Q Q 0 l/ zI•''[) V J U_ H LL Q rr 0 Q O rr O m J rr W I— z W U J Q U_ 0 LEI LU J Q I EDGE LINE 1 H , L 6• 1 r=1- PAVED SHOULDER HALF MARKER (1R MILE INTERVAL) EDGE LINE >r 11J 1 b (I II1 C PAVED SHOULDER FULL MARKER I I MILE INTERVAL) AERIAL SURVEILLANCE MARKERS CENTERLINE OF / CROSS CULVERT EDGE LINE _....— __ ANGLE OF CROSS CULVERT i PAVED SHOULDER CROSS CULVERT EDGE LINE ,r TYP.--i"�-- /,�� b `I F~=-i T t PAVED SMOULDER - CATCH BASIN OR GRATE INLET DRAINAGE MARKING PAVEMENT MARKING AND SIGNING PLAN -CITY DETAILSco U') FOR o UW MEDICINE -VALLEY MEDICAL CENTER T TALBOT ROAD TRAFFIC SIGNAL AND INTERSECTION IMR.POVEMENTS U GENERAL NOTE - CROS IVAck See contract for location and material requirements. ` 53i USE TYPICAL SET FOR SHOULDERS WIDER THAN f SEE NOTE 2 TYP SEE NOTE 1 N S MAX. / ROADWAY LANE CROSSWALK _ - ----- -UNES 2' I V FOR W SHOULDERS 2 FOR WIDER SHOULDERS SEE NOTE 2 f��7STOP LINE NOTES apuDER LANE LANE SIVILUEA 1. For skewed crosswalks, position the lines parallel to the traffic lane. 2 Install Crosswalk Line in shoulder area only when adjacent to sidewalk or separate walkway. STANDARD PATTERN F MAX ROACI € r TYP. 7 Ij b r= OLLDBI LANE LANE SHOUDE LOCALAGENCY OPTIONAL PATTERN CROSSWALK LINES TYPICAL 5 LANE, 581 ROADWAY SECTION LAYOUT MEASUREMENTS TO CENTER OF LANE MARKERS 12' —�+— 11 3 --�— I I' 6 �—�— t 13 -'--�..-_ 12 ' -- IN ONLY s 10 10 10'7- l0'8" Io•9' � — Io DRIVING WIOTHS BETWEEN 12� LANE MARKERS J 7 - 10'6- 10'7 10110' 4. 19TENW Transportation Engineering Northwest Transportation Planning I Design I Traffic Impact & Operations PO Box 65254, Seattle, WA 98155 1 Office (206) 361-7333 Project Contact: Chris Bicket, P.E. Phone: 425-250-5002 II ` 12"—"' iI SB• FACE OF. CURB TO FACE OF CURB ---Wo:� � G� ONAL•� � 07/18/21M EXPIRES MAY 5. 2003 USE W LINE FOR SHOULDERS NO UNDER THAN 4• SEE NOTE 2 PAVEMENT MARKINGS STANDARD PLAN FI-Sc SHEET 2 OF 3 SHEETS ADOPTED fp CITY OF RENTON STANDARD PLANS LAST DATE: 06/24/2002 SP PAGE H009.1 r� Typical b Lane- 58' Roadway Pavement Markings Y ADOPTED' ~ CITY OF RENTON .► STANDARD PLANS LST DATE:3-Jun-88 DWG NAME: HR-14 SP PAGE. H013 NO. REVISION CURB LANE LANE LANE CURB LANE CENTER CENTER IN INI LANE LANE 1 D' 8"TYP.)-STRIPE 6"MIN.(TYP.j 24' 8"ITYR.)-OPEN LANE �TYP.1 LANE 8"(TYF.)-STRIFE CONCRETE LIN= LINE GUTTER -'T Ii i LTIRE J THE TIRE � LTIRE J{yj TRACK E TRACKS TRACKS TRACKS * TYPICAL_ 4—LANE ROADWAY CONFIGURATION NOTE: FOR ROADWAYS WITH MORE OR LESS LANES, THE SAME CONFIGURATION APPLES. KEEPING THE THERMOPLASTIC/PAINTED DARS CENTERED ON THE LANE LINES AND IN THE CENTER OF TRAVELLED PORTION OF THE LANE TO MINIMIZE THE WEAR ON THE THERMOPLASTIC/PAINT. STD. PIAN PUBLIC WORKS THERMOPLASTICIPR1 INTER ROVE 7 DEPARTMENT CROSSWALK r 41� D SURVEYED: SCALE: DESIGNED: JLS DRAWN: JLS CHECKED: GMD DATE APPR APPROVED: CTB ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY �j 4 DATUM) HAND OR MOUNTING ON EXISTING METAL POLE OR LUMINAIRE '• MIN. T DGE OF GALVANIZED BOLT WITH GALVANIZED WASHERS. W a i NOTES 1. DIMENSIONS FOR THE PARTS USED TO ASSLMBLE IHE BA5E CONNECTIONS ARE INTENTIONALLY NOT SHOWN. BASE CONNECTIONS ARE PATENTED, MANUFACTURED PRODUCTS THA- ARE IN COMPLIANCE WITH NCHRP 350 CRASH TEST CRITERIA. THE BASE CONNECTION DETAILS ARE SHOWN ON THIS PLAN ONLY TO ILLUSTRATE HOW THE PARTS ARE ASSEMBLED. 2. A 2" (IN) POST WITH A 2 1/4" (IN) PSST ANCHOR OR A 2 1/4" (IN) POST WITH A 2 1/2" (IN) PSST ANCHOR MAY BE SUBSTITUTED" SEE CONTRACT PLANS. 3. PERFORATED SQUARE STEEL POST SHALL MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATION 9-06. 4. USE ONLY BASE CONNECTION MANUFACTURER SUPPLIED HARDWARE THAT MEETS THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS 9-06 AND 9-28. EDGE OF TRAVELED ROADWA" 90 30'� 1 FOR REFLECTORIZED SIGNS: MOUNT FACING 3*(degree) OUTWARD IF SIGN IS WITHIN 30 FEET OF ROADWAY SIGN FACE ORIENTATION LOWER SIGN POST SUPPORT - 2.25" (IN), 7-GAGE, HOT -DIP GALV., VNIIAM'HEAVY-DUTY.9ANCHOR COMMERCIAL CONCRETE MOUNTING ON METAL POST Gti Y SIGN MOUNTING ON SINGLE STD. PLAN- 129 ** PUBLIC WORKS METAL POST APPROVED: ~ DEPARTMENT (ADOPTED) 6-7= #_!�L16 NTH DATE %+ 0CC TY OF RENTON Planning/Building/Public Works Dept. H r~ T J W z W 2 \W O Ir a_ 2 z O I— U LU W W z r) z J Q z C3 W U_ LL LL Q 0 Q O rr O m J Q T-399104 IN COMPLIANCE WITH CITY OF RENTON STANDARDS LJJ TRANSPORTATION OPERATION z LU cbarnes 09/19/2018 U J Q U_ 0 W 2 PAVEMENT MARKING AND SIGNING PLAN - CITY DETAILS DATE: 7/18/18 UW MEDICINE - VALLEY MEDICAL CENTER FIELDBOOK: \ TALBOT ROAD INTERSECTION UPGRADES PAGE: J DRAWING NO: 400 SOUTH 43RD STREET PM 1.04 RENTON, WA 98055 Q > SHEET: ^ OF: 1 7 T I T It O rr V) z 5W L w Op /rr' n 2 z O I— U �W V i rr W z 0 z z �0 V J U H H rr 0 Q O rr MO W I— rr W I— z W U J U_ 0 5w LU J Q PAVEMENT MARKING AND SIGNING PLAN -CITY DETAILS FOR UW MEDICINE -VALLEY MEDICAL CENTER TALBOT ROAD TRAFFIC SIGNAL AND INTERSECTION IMRPOVEMENTS NOTES — w — — 1. The dual faced curb may be constructed by using two _ _ _ _ —__ precast sloped mountable curbs (longitund nal - -_ a - 6 halves) so long as the installation is consistent with the - - _ m — - - -- - dimensions shown in the plan. — 2. Reinforcing steel shall Conform to Standard CLR. TOP CLR. _._.._..._----- .-_------- Specification 9-07. 1 10- 2" (IN) R. 03 BAR (TYP-) C r - If MIN re1? TOP CLR. v� CLR 2" (IN) R. 4• S - V �2 5W 2'(MR. 2' ON) 931 BAR -) �3• 'II 2"!7!4 M T 2 SIDE z (IN) R. (IN) R rD -----_-----_--- ----- ` J� —.t tr DUAL SLOPED BLOCK • TYP.) -4 Tl1M• $I END _.._ yl. ( SIDE - � — � FRONT 24 x 20 TAPER BLOCK mP.) 2a" --__ ___�' BACK 11m 1'-tr �._.._......_...`.--. CLR TOP -- .................._.. - --..... _... .._......_... -...- - 6 ��.--...-...,,......_.___.�-----._..._.._._._._......,....-.. 5 0' MAX _ ___..._.-..:---:- �_w.:;.::� m Y (IN) R. M9 BM (TVP.)� 2" (IN) R r (IN) R CLR TOP CLR. _I 2"1111" 9• (TYP) 1Y 25V !7 0' 3SIDE �r(IN)EL sl 2' (IN)�R.(TYi END 21' (IN) R.-.-._......_.......-----------.._.__......__..._..._ r(IN)R. NOSING BLOCK • • TNOSING BLOCK T �SIDE4"a DUAL SLOPED BLOCK P yCH, Pt FRONT 20 x 16 TAPER BLOCK �) ts" 16 12 TAPER BLOCK i' ��01 WASy7 sC0� . F'• y't BACK _..........-----------'---._. 20 >< 18 TAPER BLOCK � ABCI STS'li If ..-..__..._.-_.___._.._-._ 24 s 20 TAPER BLOCKLL NAL !'+''�� Ilakotich, Pasco J ,.!ii Apr2220149:21 n\1 11? T� Cam'/ ISOMETRIC VIEW � 1 cuI �fi� PRECAST DUAL FACED 13V 8-0. +,.�='' SLOPED MOUNTABLE CURB 2-(IN) R S3 BAR (TYP-) rp(I :::---::::-:-----_-�__- a STANDARD PLAN F-10.64.03 2" 2" (IN) R. 2' (IN) R. SHEET 1 OF 1 SHEET T') A//�PJyP[AR�,O/.VED FOR PUBLICATION 16, ( SIDE ) 12 STA70 GN ENGNEER FRONT 16 x 12 TAPER BLOCK BACK 7 W"hiRgmn St D•ponn•m el Tranaporrafi n NOTE SYMBOL SYMMETRICAL ABOUT & LCt ANE p type of Traffic Arrow Use the dimensions shown on this Ian for each being placed on roadways with a posted speed limit of 40 mph or lower- 1'-3' j SYMBOL j & LANE SYMBOL &LANE au I ELLIPSE A" — m b MARKING AREA b •! H o 7.73 SQ.FT._ I m b i TYPE 2SR (RIGHT) ELLIPSE -B' w TRAFFIC ARROW - a 1' - 4- 3 1 MIRROR IMAGE OF I W i TYPE 2SL TRAFFIC ARROW I j i (SHOWN AT REDUCED SCALE) 1' - r i CENTER POINT MARKING AREA _ 12.86 SQ.FT. - - OF ELLIPSES MARKING AREA 1'-4' I I - � I e 8.03 SQ.FT. I 1 1 N SYMBOL &LANE ry, i GRID IS R ON SQUARE ELLIPSE'A" _ f— I i I zv I 8a TYPE 4S 4 i m Eo TRAFFIC ARROW 1'- 2" g, ry ELLIPSE "A" I ELLIPSE "A"\ _ ELLIPSE 'B" AXIS 13" -ELLIPSE "B" AXIS TYPE 1s go TRAFFIC ARROW b ELLIPSE "B- rn b IL m< h(a nn- OFjMARKING AREA14.83 SQ.FT.CENTER POINT ! ELLIPSES ! W O j N TYPE 3SR (RIGHT) crJ 2(11 GN CENTER POINT - OF ELLIPSES ! GRID IS 4" (IN) SQUARE I TRAFFIC ARROW `�7O VAL �' MIRROR IMAGE OF Q- islfi OI �2:21 PM TYPE 3SL TRAFFIC ARROW ,_1' ��- A P w GRID IS 4"(IN)SQUARE ! w MARKING AREA 8" 8 (SHOWN AT REDUCED SCALE) SYMBOL MARKINGS 14.63sQ.FT. TRAFFIC ARROWS FOR W t'-r 1'-B" LOW -SPEED ROADWAYS y MARKING AREA B.. ELLIPSE •A" STANDARD PLAN M-24.40.02 Q m 7.73 SFT- - / AXIS SHEET 1 OF 2 SHEETS p 10" - ELLIPSE "B" AXIS 1'-r 1' - 6" APPROVED FOR PUBLICATION m /ELLIPSE "A' TYPE 3SL (LEFT) TRAFFIC ARROW Ap,m sawn 11 AM J,L%Y s. �n ^n AXIS --a-- 10" -ELLIPSE "B" AXIS i STATE DESIGN ENGINEER T Washington SMb Dep.ln t.f`r..porlolion o TYPE 2SL (LEFT) TRAFFIC ARROW -„ 19TENW Transportation Engineering Northwest Transportation Planning I Design I Traffic Impact & Operations PO Box 65254, Seattle, WA 98155 1 Office (206) 361-7333 Project Contact: Chris Bicket, P.E. Phone: 425-250-5002 S N�••.. B •�F_Aj . zw%-liws�i s�oivAi:'��G 07/2/2= ke F� �k w 1(Y 30' 10' w SEE CONTRACT FOR LENGTH o U � 1 } EDGE LINE & SOLID LANE LINE - see W OR m WHITE CENTERLINE & LANE LINE YELLOW -CENTERLINE. SEE CONTRACT FOR LENGTH WHITE - LANE LINE � � OR 1r -' 10, _ 30' to' _ r SEE NOTE 3 DOUBLE CENTERLINE & DOUBLE LANE LINE CENTERLINE, WHITE - DBL LANE LINE YELLOW SEE CONTRACT FOR LENGTH NO -PASS LINE & TWO-WAY LEFT -TURN CENTERLINE fo fa 30' -- 10' WIDE LANE UNE WHITE �► T SEE CONTRACT FOR LENGTH REVERSIBLE LANE LINE to' 30' WIDE BROKEN LANE UNE 3' B' T 9' T S WIDE DOTTED LANE LINE 1' V 7 6' 2' 3 YELLOW OR WHITE - SEE NOTE 1 DOTTED EXTENSION LINE 4'- 5" 2'-4 I I v /,YM'BOL & LANE 2 i 1' 4" � re - I i I ! J I � I I IIIVRF 5 (III A � ELLIPSE B � m a w tv a W i CENTER POINT SYMMETRICAL ABOUT ! - I OF ELLIPSES 0 I GRID IS 4' (IN) (SQUARE 8" 8" v MARKING19.58 Q ELLIIPPS11 "A•� w 10" - ELLIPSE "B" AXIS J TYPE 7S TRAFFIC ARROW O m 0 SURVEYED: DESIGNED: JLS DRAWN: JLS CHECKED: GMD BY DATE APPR APPROVED: CTB YELLOW vT�� 10 DOUBLE WIDE LANE UNE WHII(E SEE CONTRACT FOR LENGTH �— C. WIHITE of }►AsBI tt'> a BARRIER CENTERLINE YELLOW 5� J Q Q C) I T 3 9 T o -, 9 Hill '^ NOTES ��A .p 29115 0 �,� �1 3 I- 1. Dotted Extension Line shall be the same color r�ONAL �� z as the line it is extending. W 2. Edge Line shall be white on the right edge of�°� WHITE traveled way, and yellow on the left edge of 2 traveled way (on one-way roadways). Solid LONGITUDINAL MARKING w Lane Line shall be white. PATTERNS 3. The distance between the lines of the Double STANDARD PLAN M-20.10-02 > Centerline shall be 12" everywhere, except 4" for left -turn channelization and narrow road- SHEET 1 OF 1 SHEET O ways with lane widths of 10 feet or less. Local APPROVED FOR PUBLICATION Agencies (on non -state routes) may specify a 4" distance for all locations. Pasco Bakatich IA 06-03-11 WHITE The distance between the lines of the Double "elk STATE DE6IGNENSINEER DATE DOTTED LANE LINE Lane Line shall be 4". W_] AngipO Sii r1•Por+n«,IdTrQ,•Poeoeo. z O U w 0 W I— z LANE L TRAFFIC ARROW TYPE 6SR (RIGHT) TRAFFIC ARROW MIRROR IMAGE OF TYPE 8SL (MIRRORED ABOUT LANE CENTERLINE) (SHOWN AT REDUCED SCALE) 01 WASy/ "Pp % T1' 44 36103 �BG1 ST6o. OAAL Y�G nprlhzulsz., r%l SYMBOL MARKINGS - TRAFFIC ARROWS FOR LOW -SPEED ROADWAYS STANDARD PLAN M-24.40.0 SHEET 2 OF 2 SHEETS APPROVED FOR PUBLICATION K. lJ1 A,21 Ps111— r STATE DESIGN ENGINEER Washington SIO Depmlm t d`r a porMion SCALE: VERTICAL: C T Y O F HORIZONTAL: NAD AD 1983/183/1991 RENTON ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY 0 CZ/' \///z V 0 U_ LL LL O I— O In 2 Q T-399105 Q� IN COMPLIANCE WITH CITY OF RENTON STANDARDS W I— TRANSPORTATION OPERATION z LU cbarnes 09/19/2018 '� U J Q U_ 0 W PAVEMENT MARKING AND SIGNING PLAN - CITY DETAILS DATE: 7/18/18 2 UW MEDICINE - VALLEY MEDICAL CENTER >_ FIELDBOOK: TALBOT ROAD INTERSECTION UPGRADES PAGE: W J DRAWING NO: 400 SOUTH 43RD STREET PM 1.05 J RENTON, WA 98055 SHEET: OF: 1 7 z ILL] ILL] O rr n 2 z O C) LLI C/) rr LL1 z 0 z Q Q z (3 C/) U_ LL ILL Q rr 0 Q O rr O m Q rr ILL] z W U Q U_ 0 LLI J Q Q Z L, /. RJ' i/ 2 1:10 SCALE NW CORNER \\ 3 t9A is 1// /G d 1:10 SCALE SW CORNER - 6 - - - -/' 1�\ N 10 40 0 20 60 SCALE IN FEET IPTENW Transportation Engineering Northwest Transportation Planning I Design I Traffic Impact & Operations PO Box 65254, Seattle, WA 98155 1 Office (206) 361-7333 Project Contact: Chris Bicket, P.E. Phone: 425-250-5002 SHEET TS1.02: • POLE PLACEMENT DETAIL • WIRE SCHEDULE SHEET TS 1.03: • WIRE DIAGRAM SHEET TS 1.04: • SIGNAL POLE SCHEDULE SIGNAL CONSTRUCTION NOTES (THIS SHEET ONLY): N TRAFFIC SIGNAL PLAN CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-21.10, AND POLE PLACEMENT DETAIL, 0 SHEET TS1.02. FURNISH AND INSTALL BLACK TYPE PS SIGNAL POLE WITH ONE PEDESTRIAN L ) FOR SIGNAL HEAD 68 AND ONE NEW POLARA INAVIGATOR 2 WIRE APS PUSHBUTTON 68. PEDESTRIAN PUSHBUTTON SHALL FACE EAST PARALLEL TO CROSSWALK. 0 0 UI%MW MEDIC(VALLEY MEDICAL CENTER CONSTRUCT FOUNDATION PER STANDARD PLAN J-26. AND POLE PLACEMENT DETAIL, I� SHEET TS1.02. FURNISH AND INSTALL BLACK TYPE III DECORATIVE SIGNAL POLE WITH THREE r VEHICLE SIGNAL HEADS, ONE VECTOR VIDEO DETECTION CAMERA, ONE "LEFT TURN YIELD ON . . TALBOT ROAD TRAFFIC SIGNAL AND INTERSECTION IMRPOVEMENTS FLASHING YELLOW ARROW" SIGN, ONE PRE-EMPTION DETECTOR, AND ONE STREET NAME SIGN. INSTALL ONE TERMINAL CABINET, ONE PEDESTRIAN SIGNAL HEAD 49, AND ONE NEW POLARA (� 1:10 SCALE NE CORNER -6w1wv-0 1:10 SCALE SE CORNER SIGN LEGEND THIS SHEET ONLY S1 S 177th St LEFT TURN _J YIELD LEGEND - BLACK D3-1 * ON FLASHING ARROW - YELLOW 84"x18" S3 YELLOW BACKGROUND - WHITE s2 Talbot Rd S oo D3-1* CUSTOM 8611x18" 30"x36" MAST ARM STREET NAME SIGNS SHALL CONSIST OF UPPER AND LOWERCASE LETTERING FOR NAMES AND SUFFIXES AND SHALL USE MUTCD D SERIES 12" UPPERCASE LETTERS AND NUMERALS AND 9" LOWERCASE LETTERS. SIGNS SHALL FOLLOW THE LASTEST FHWA MUTCD, WSDOT STANDARD SPECIFICATIONS, AND WSDOT SIGN FABRICATION MANUAL. SIGN INSTALLATION SHALL FOLLOW WSDOT STANDARD PLAN G-30.10-04. *CONTRACTOR SHALL VERIFY STREET NAME SIGN LENGTHS WITH NEB T MANUFACTURER AND SHALL SUBMIT STREET NAME SIGN PROOFS \S�OR., DURING MATERIAL SUBMITTAL REVIEW. wq o f Sy . 6'1STE9: G� ONAL., , 07/18/2= REVISION SIGNAL DISPLAYS (THIS SHEET ONLY) 12" OR 12" (R 12" O 18" 12" OY 12" �Y 12" O 12" . 12" . FYA 12" 12" . 12" GL OLB PEDESTRIAN HEADS VEHICLE HEADS VEHICLE HEADS 8,2 9 VEHICLE HEADS NEW: 28,9 NEW: 21,22 NEW: 1 110LA NEW: 4310LB 68,69 41,42 511OLC 88,89 61,62 81,82 ALL VEHICLE AND PEDESTRIAN DISPLAYS SHALL BE LED. ALL VEHICLE HEADS SHALL HAVE 12" LENSES AND TYPE M MOUNTS (CONNECTED BETWEEN THE RED AND YELLOW SIGNAL FACES). ALL PEDESTRIAN HEADS ON TYPE II OR III POLES SHALL USE TYPE E CLAMSHELL MOUNTS. ALL PEDESTRIAN HEADS ON TYPE PS POLES SHALL USE TYPE D TOP MOUNT. PHASE DIAGRAM OLC L( YA) I YA) 01 05 U:1 MI Cf:3 PROTECTED VEHICLE MOVEMENT FLASHING YELLOW ARROW VEHICLE MOVEMENT -= PEDESTRIAN MOVEMENT PRE-EMPT (VEHICLE) EVP A = 02 & 05, OLC(FYA) EVP B = 08 EVP C = 01 & 06, OLA(FYA) EVP D = 04 & OLB SIGNAL AND ILLUMINATION LEGEND EX NEW/RELOCATE DESCRIPTION m 0 JUNCTION BOX TYPE 1,2,8 (SKID -RESISTANT) H MAST ARM MOUNTED SIGN VEHICLE SIGNAL HEAD PEDESTRIAN SIGNAL HEAD �a VIDEO DETECTION CAMERA �® PTZ CAMERA SIGNAL POLE TYPE III O TYPE PPB OR PS POLE PPB EMERGENCY PRE-EMPTION DETECTOR -A TENON - - - CONDUIT/CONDUCTOR ® ELECTRICAL SERVICE CABINET W/BPS ® CONTROLLER CABINET OCONSTRUCTION NOTE SIGNAL POLE NUMBER/ CONSTRUCTION NOTE AWIRE NOTE UTILITY POLE INAVIG,4TOR 2 WIRE APS PUSHBUTTON 49 ON SIGNAL POLE. PEDESTRIAN PUSHBUTTON SHALL FACE NORTH PARALLEL TO CROSSWALK. FURNISH AND INSTALL ONE DOMUS 135W LED DECORATIVE LUMINAIRE WITH SHORTING CAP PER CITY OF RENTON STD PLAN 117.3. CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-20.1 1, AND POLE PLACEMENT DETAIL, SHEET TS1.02. FURNISH AND 00 O3 INSTALL BLACK TYPE PS SIGNAL POLE WITH ONE PEDESTRIAN SIGNAL HEAD 48 AND ONE NEW POLARA INAVIGATOR 2 WIRE APS C'7 PUSHBUTTON 48. PEDESTRIAN PUSHBUTTON SHALL FACE NORTH PARALLEL TO CROSSWALK. 0 00 GCONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-26.10. FURNISH AND INSTALL BLACK TYPE III DECORATIVE SIGNAL POLE WITH THREE VEHICLE SIGNAL HEADS, ONE ITERIS VIDEO DETECTION CAMERA, ONE "LEFT TURN YIELD ON FLASHING YELLOW 0 ARROW" SIGN, ONE PRE-EMPTION DETECTOR, AND ONE STREET NAME SIGN. INSTALL ONE TERMINAL CABINET, AND ONE PEDESTRIAN SIGNAL HEAD 29. FURNISH AND INSTALL ONE DOMUS 135W LED DECORATIVE LUMINAIRE PER CITY OF RENTON STD PLAN 117.3. T 0 CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-26.10 AND POLE PLACEMENT DETAIL. FURNISH AND INSTALL BLACK Q TYPE III DECORATIVE SIGNAL POLE WITH THREE VEHICLE SIGNAL HEADS, ONE VECTOR VIDEO DETECTION CAMERA, ONE PTZ INFARED SIQURA CAMERA MODEL #HSD626 INCLUDING A SEPARATE POWER SUPPLY AND POWER CABLE ON LUMINAIRE, ONE "LEFT J TURN YIELD ON FLASHING YELLOW ARROW" SIGN, ONE PRE-EMPTION DETECTOR, AND ONE STREET NAME SIGN. INSTALL ONE TERMINAL CABINET, AND ONE PEDESTRIAN SIGNAL HEAD 28. INSTALL ONE DOMUS 135W LED DECORATIVE LUMINAIRE PER CITY OF RENTON STD PLAN 117.3. CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-20.1 1, AND POLE PLACEMENT DETAIL, SHEET TS 1.02. FURNISH AND CV 6 O INSTALL BLACK TYPE PS SIGNAL POLE WITH ONE PEDESTRIAN SIGNAL HEAD 89 AND ONE NEW POLARA INAVIGATOR 2 WIRE APS 0 PUSHBUTTON 89. PEDESTRIAN PUSHBUTTON SHALL FACE SOUTH PARALLEL TO CROSSWALK. L0 0 0 CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-21.10, AND POLE PLACEMENT DETAIL, SHEET TS1.02. FURNISH AND 0 INSTALL BLACK TYPE PS SIGNAL POLE WITH ONE PEDESTRIAN SIGNAL HEAD 88 AND ONE NEW POLARA INAVIGATOR 2 WIRE APS C) PUSHBUTTON 88. PEDESTRIAN PUSHBUTTON SHALL FACE SOUTH PARALLEL TO CROSSWALK. C9 FOUNDATION PER WSDOT STANDARD PLAN J-26.10 AND POLE PLACEMENT DETAIL, SHEET TS1.02. FURNISH AND r ©CONSTRUCT 8 INSTALL BLACK TYPE 111 DECORATIVE SIGNAL POLE WITH TWO VEHICLE SIGNAL HEADS, ONE ITERIS VIDEO DETECTION CAMERA, ONE "LEFT TURN YIELD ON FLASHING YELLOW ARROW" SIGN, ONE PRE-EMPTION DETECTOR, AND ONE STREET NAME SIGN. , INSTALL ONE TERMINAL CABINET, ONE PEDESTRIAN SIGNAL HEAD 69, AND ONE NEW POLARA (NAVIGATOR 2 WIRE APS PUSHBUTTON 69 ON SIGNAL POLE. PEDESTRIAN PUSHBUTTON SHALL FACE EAST PARALLEL TO CROSSWALK. FURNISH AND INSTALL ONE DOMUS 135W LED DECORATIVE LUMINAIRE PER CITY OF RENTON STD PLAN 117.3. CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-20.11, AND POLE PLACEMENT DETAIL, SHEET TS1.02. FURNISH AND INSTALL BLACK TYPE PPB SIGNAL POLE 0 WITH ONE NEW POLARA INAVIGATOR 2 WIRE APS PUSHBUTTON 29. PEDESTRIAN PUSHBUTTON SHALL FACE WEST PARALLEL TO CROSSWALK. CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-20.1 1, AND POLE PLACEMENT DETAIL, SHEET TS1.02. FURNISH AND INSTALL BLACK TYPE PPB SIGNAL POLE WITH ONE NEW POLARA INAVIGATOR 2 WIRE APS PUSHBUTTON 28. PEDESTRIAN PUSHBUTTON SHALL FACE WEST PARALLEL TO CROSSWALK. CONSTRUCT COMBINATION TRAFFIC SIGNAL CONTROLLER/BPS/SERVICE CABINET FOUNDATION PER CITY OF RENTON STANDARD PLAN 126.2. INSTALL TYPE P-PLUS TS2 O TYPE 1 CONTROLLER CABINET (SIEMENS M60) WITH USB DATA PORTS AND ALL ASSOCIATED COMPONENTS (CONTRACTOR TO PROVIDE CONTROLLER SOFTWARE 3.57B) (n WITH FOUR PREEMPTION PHASES. THE CABINET DOOR SHALL OPEN TO THE WEST. INSTALL ALPHA BATTERY BACKUP. INSTALL SERVICE CABINET WITH 1201240V SINGLE PHASE POWER. CONTRACTOR SHALL VERIFY CABINET LOCATION AND LAYOUT WITH CITY PRIOR TO INSTALLATION. CONTRACTOR SHALL PROVIDE THE CONTROLLER z TO THE CITY FOR CONTROLLER PROGRAMMING AT LEAST 3 WEEKS PRIOR TO SIGNAL BEING TURNED ON. w OPOWER SOURCE CONNECTION POINT. CONTRACTOR SHALL COORDINATE WITH PSE FOR SPECIFIC REQUIREMENTS. PSE TO PROVIDE 1201240 VOLT SINGLE PHASE POWER 2 SOURCE. CONTRACTOR SHALL COORDINATE WITH PSE FOR SERVICE CABINET ELECTRICAL HOOK-UP, SHALL PREPARE/SUBMIT ALL APPLICABLE PERMITS, AND SHALL PAY w ALL ASSOCIATED FEES. > O3 ALL JUNCTION BOXES OUTSIDE OF SIDEWALK MUST HAVE A CONCRETE PAD PER CITY OF RENTON STANDARD PLAN 125. O O SEE BID PACKAGE A FOR MORE INFORMATION. (UTILITY POLE TO BE RELOCATED OR REMOVED.) O INTERCONNECT CONTINUES TO 98THICARR INTERSECTION. SEE SHEET TS3.01. O INTERCONNECT FROM VALLEY MEDICAL CENTER SIGN TO SPLICE IN INTERCONNECT JUNCTION BOX. z SIGNAL GENERAL NOTES O 1. THIS PROJECT SHALL BE CONSTRUCTED PER 2016 WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, CITY OF RENTON STANDARD PLANS (CURRENT EDITION), AND WSDOT STANDARD DETAILS (CURRENT EDITION). EACH OF THESE DOCUMENTS SHALL BE CONSIDERED PART OF THIS CONTRACT. C) 2. CONTRACTOR SHALL CHECK FOR OVERHEAD CLEARANCE VERTICAL CLEARANCE REQUIREMENTS PER SHEET TS1.04 FOR ALL SIGNAL HEADS ABOVE THE STREET PRIOR TO L1J POURING OF FOUNDATION. U) 3. ALL TRAFFIC SIGNAL AND PEDESTRIAN HEADS AND PUSH BUTTONS SHALL BE SECURELY AND COMPLETELY COVERED WHILE NOT IN OPERATION. L1J 4. JUNCTION BOXES SHALL BE PLACED OUTSIDE OF PAVEMENT SURFACE AND WHEELCHAIR RAMPS UNLESS OTHERWISE INSTRUCTED BY THE ENGINEER. ALL JUNCTION BOXES WITHIN THE PAR/SIDEWALK SHALL USE NON-SKID COVERS PER WSDOT GSP8.20.2(9-29.2(1)A).OPT 1.GR8. z 5. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS AND THE CURRENT EDITION OF THE CITY OF RENTON STANDARD SPECIFICATIONS AND DETAILS. THE CURRENT EDITION OF THE CITY OF RENTON STANDARD SPECIFICATIONS AND DETAILS SHALL BE CONSIDERED PART OF THIS CONTRACT. Q 6. THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS NECESSARY. z 7. THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE INSPECTOR FOR MATERIALS APPROVAL THREE WEEKS PRIOR TO REQUESTED APPROVAL DATE. Q J 8. ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL CONTACT ALL PERTINENT UTILITY AGENCIES 48 HOURS BEFORE COMMENCING WORK, AND SHALL COORDINATE WITH AFFECTED UTILITY AGENCIES THROUGHOUT THE PROJECT. z 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANY AND THE CITY 0 OF RENTON IMMEDIATELY UPON DAMAGE. 10. EXISTING FEATURES TO REMAIN UNLESS OTHERWISE NOTED. U) 11. ALL CONDUCTORS FOR SIGNAL HEADS, LOOPS, PEDESTRIAN HEADS, PUSHBUTTONS, AND STREET LIGHTS SHALL BE LABELED IN EACH JUNCTION BOX. U 12. ALL SIGNALIZED CROSSWALKS SHALL BE OPERATIONAL AT ALL TIMES UNLESS FLAGGERS/POLICE ARE PRESENT TO ASSIST PEDESTRIANS. ILL ILL 13. SALVAGE REMOVED SIGNAL EQUIPMENT TO THE CITY AS REQUESTED, INCLUDING TRAFFIC SIGNAL HEADS, TRAFFIC SIGNAL CONTROLLER CABINET, MAST ARM STREET Q NAME SIGNS, AND OTHER ITEMS AS REQUESTED. CONTRACTOR SHALL DISPOSE OF ITEMS NOT DESIRED BY THE CITY. 14. CONTRACTOR SHALL PROVIDE TENW WITH REDLINE MARKUPS SHOWING ANY AND ALL CHANGES FROM THESE APPROVED PLANS FOLLOWING CONSTRUCTION. 15. SIGNAL POLE BASE PLATES AND FACE OF PUSHBUTTONS SHALL ALIGN WITH THE BEARING OF THE CROSSWALK IT SERVES. FAILURE TO ORIENT POLES/BASE PLATES WITH THE CROSSWALK WILL REQUIRE THE FOUNDATION TO BE REMOVED AND RE -POURED BY THE CONTRACTOR. SEE SIGNAL POLE PLACEMENT DETAIL SHEET TS1.02. Q 16. CONTRACTOR SHALL CONFIRM PREFERRED TRENCHING/BORING METHOD WITH CITY OF RENTON PRIOR TO BEGINNING CONSTRUCTION. 0 17. TRAFFIC SIGNAL, ILLUMINATION AND INTERCONNECT CONDUIT SHALL BE PLACED SUCH THAT IT WILL NOT CONFLICT WITH FUTURE STREET TREE OR STRUCTURE INSTALLATIONS. VERIFY CONDUIT PLACEMENT WITH ENGINEER PRIOR TO BEGINNING CONSTRUCTION. O 18. EXISTING AERIAL UTILITIES IN THE VICINITY OF THE INTERSECTION TO BE m UNDERGROUNDED. SEE CIVIL PLANS FOR MORE INFORMATION. UNDERGROUND WORK J SHALL BE COMPLETED PRIOR TO INSTALLING TYPE III SIGNAL POLES. Q 19 AT I CONTRACTOR ETAIN E SERVICES OF NGINEERS TO SERVE THE ARME O EXCAVATION FOR THE FOUR (4� MAST ARM SIGNAL POLES POLES 2, 4, 5 8. EXCAVATION F RHALL RC FOUR (H MAST5,TEN T-399106 . THAT SUBSURFACESIG R EDITIONS ARE CONSISTENT WITH THE ASSUMPTIONS IN THEIR 03119118 RECOMMENDATIONS PRIOR TO THE IN COMPLIANCE WITH CITY OF RENTON STANDARDS LLJ CONTRACTOR POURING THE FOUNDATION. CONTRACTOR SHALL COORDINA7E�GDTTR-DEVON � MCLAY, P.E. OF GEOENGINEERS TO SCHEDULE (DMCLAY@GEOENGINEERS.COM; z 425-861-6033). TRANSPORTATION OPERATION w 20 SCOO �NTRAFFICM CON(TROLE NEED� THE RETAIN SIGNAL � M 0 CONTRACTOR T OF 09/19/2018 ' C) SHALL L cbarnes WESTERN SYSTEMS TO PERFORM THIS WORK. J 21. A LICENSE FEE FOR THE CITY'S SCOOT TRAFFIC SINGLL CONTROL SYSTEM WILL BE Q ASSESSED AT PERMIT ISSUANCE. THE LICENSE FEE OF $13,266.60 SHALL BE PAID BY C) THE DEVELOPER. - 0 W SURVEYED: SCALE: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM . C T Y OF VR Planning/Building/Public Works Dept. TRAFFIC SIGNAL PLAN UW MEDICINE -RENTON VALLEY MEDICAL CENTER TALBOT ROAD INTERSECTION UPGRADES 400 SOUTH 43RD STREET RENTON, WA 98055 DATE: 7/18/18 ui J J Q DESIGNED: LS FIELDBOOK: PAGE: DRAWN: JLS NE INCH DRAWING NO: TS 1.01 CHECKED: GMD ATOFULL SCALE ACCORDINGLY IF NOT ONE INCH1:�Pv BY DATE APPR APPROVED: SHEET: OF:1 7 00 rn O O O c� Q J N O LO O O O y 7 Cn z w w O rr n 2 z O U w Cn rr w z 0 z Q J Q z G U H H Q rr 0 Q O rr O m J Q rr W z W U J Q U_ 0 w w J J Q > T rn Co T ,"t Cn z Lu G w O im n G z O U W U) rr LJJ z r) z Q Q z U) U_ LL H Q 0 Q O O m Q rr w z w U J Q U_ LJJ G ui J Q z O U w w 0 O O J w J U D 04 941 942 945 z = ED w a_ > B 08 981 982 985 w U Li 0- Q:f A 02 921 922 925 � w C f�—a �w w Q U D_ � w wU) U o_ 0� w 2¢ U 0- � w w U) U 0- w� OfU) 0U) C/) w O12� Lu a_ 0n > czn 24V PWR 1 24V RTN 2 GROUND 3 24V PWR 1 24V RTN 2 GROUND 3 24V PWR 1 24V RTN 2 GROUND 3 24V PWR 1 24V RTN 2 GROUND 3 VIDEO 1 VIDEO 2 VIDEO 3 VIDEO 4 CONTROLLER CABINET TO SERVICE CABINET VTENW 3-#6 1-24CT Transportation Engineering NorthWest Transportation Planning I Design I Traffic Impact & Operations PO Box 65254, Seattle, WA 98155 1 Office (206) 361-7333 Project Contact: Chris Bicket, P.E. 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I I I I I I I I I I I .I SIGNAL CONSTRUCTION NOTES (THIS SHEET ONLY): 0 CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-21.10 AT STATION 07+43.0, 33.5' RT. FURNISH AND INSTALL BLACK FB SIGNAL POLE (15-FT HEIGHT), BASE, AND CAP. INSTALL TWO 36 "x36" W 1 1-2 SIGNS, ONE 24 "x 12" W 16-7P(R) SIGN, ONE 24"x12" W16-7P L SIGN, ONE W1 1-501 SIGN, ONE CARMANAH TWO-SIDED WRAP AROUND RRFB UNIT WITH PEDSTRIAN VERIFICATION LIG T , ONE CONTROLLER UNIT WITH CABINET AND ONE NEW POLARA MODEL X APS PUSHBUTTON ON THE SIGNAL POLE. SEE POLE 1 DETAIL, SHEET 2.02 FOR CONFIGURATION OF SIGNS AND BEACONS ON THE POLE. PEDESTRIAN PUSHBUTTON SHALL FACE NORTH PARALLEL TO CROSSWALK. CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-20.11 AT STATION 07+37.0, 30.0' LT. FURNISH AND INSTALL BLACK FB SIGNAL POLE (15-FT HEIGHT), BASE, AND CAP. INSTALL TWO 36"x36" W11-2 SIGNS, ONE 24"x12" W16-7P(R) SIGN, ONE 24"x12" W16-7P L SIGN, ONE W1 1-501 SIGN, ONE CARMANAH TWO-SIDED WRAP AROUND RRFB UNIT WITH PEDSTRIAN VERIFICATION LIGHTS, AND ONE NEW POLARA IMODEL X APS PUSHBUTTON ON THE SIGNAL POLE. SEE POLE 2 DETAIL, SHEET 2.02 FOR CONFIGURATION OF SIGNS AND BEACONS ON THE POLE. PEDESTRIAN PUSHBUTTON SHALL FACE NORTH PARALLEL TO CROSSWALK. 3 REMOVE EXISTING POLE AND EQUIPMENT. SALVAGE AND RETURN ALL TO THE CITY OF RENTON SIGNAL MAINTENANCE SHOP. REMOVE FOUNDATION TO A MINIMUM 24" BELOW SURFACE GRADE. COMPACT VOID. SIGNAL GENERAL NOTES o f EX - I v � o i 5.5' - 1. THIS PROJECT SHALL BE CONSTRUCTED PER 2016 WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, CITY OF RENTON STANDARD PLANS (CURRENT EDITION), AND WSDOT STANDARD DETAILS (CURRENT EDITION). EACH OF THESE DOCUMENTS SHALL BE CONSIDERED PART OF THIS CONTRACT. 2. 3. ALL TRAFFIC SIGNAL AND PEDESTRIAN HEADS AND PUSH BUTTONS SHALL BE SECURELY AND COMPLETELY COVERED WHILE NOT IN OPERATION. 2. JUNCTION BOXES SHALL BE PLACED OUTSIDE OF PAVEMENT SURFACE AND WHEELCHAIR RAMPS UNLESS OTHERWISE INSTRUCTED BY THE ENGINEER. ALL JUNCTION BOXES WITHIN THE PAR/SIDEWALK SHALL USE NON-SKID COVERS PER WSDOT GSP8.20.2(9-29.2(1)A).OPT 1.GR8. 3. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS AND THE CURRENT EDITION OF THE CITY OF RENTON STANDARD SPECIFICATIONS AND DETAILS. THE CURRENT EDITION OF THE CITY OF RENTON STANDARD SPECIFICATIONS AND DETAILS SHALL BE CONSIDERED PART OF THIS CONTRACT. 4. THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS NECESSARY. 5. THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE INSPECTOR FOR MATERIALS APPROVAL THREE WEEKS PRIOR TO REQUESTED APPROVAL DATE. 6. ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL CONTACT ALL PERTINENT UTILITY AGENCIES 48 HOURS BEFORE COMMENCING WORK, AND SHALL COORDINATE WITH AFFECTED UTILITY AGENCIES THROUGHOUT THE PROJECT. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANY AND THE CITY OF RENTON IMMEDIATELY UPON DAMAGE. 8. EXISTING FEATURES TO REMAIN UNLESS OTHERWISE NOTED. 9. ALL CONDUCTORS FOR SIGNAL HEADS, LOOPS, PEDESTRIAN HEADS, PUSHBUTTONS, AND STREET LIGHTS SHALL BE LABELED IN EACH JUNCTION BOX. 10. ALL SIGNALIZED CROSSWALKS SHALL BE OPERATIONAL AT ALL TIMES UNLESS FLAGGERS/POLICE ARE PRESENT TO ASSIST PEDESTRIANS. 11. SALVAGE REMOVED SIGNAL EQUIPMENT TO THE CITY AS REQUESTED, INCLUDING TRAFFIC SIGNAL HEADS, TRAFFIC SIGNAL CONTROLLER CABINET, MAST ARM STREET NAME SIGNS, AND OTHER ITEMS AS REQUESTED. CONTRACTOR SHALL DISPOSE OF ITEMS NOT DESIRED BY THE CITY. 12. CONTRACTOR SHALL PROVIDE TENW WITH REDLINE MARKUPS SHOWING ANY AND ALL CHANGES FROM THESE APPROVED PLANS FOLLOWING CONSTRUCTION. 13. SIGNAL POLE BASE PLATES AND FACE OF PUSHBUTTONS SHALL ALIGN WITH THE BEARING OF THE CROSSWALK IT SERVES. FAILURE TO ORIENT POLES/BASE PLATES WITH THE CROSSWALK WILL REQUIRE THE FOUNDATION TO BE REMOVED AND RE -POURED BY THE CONTRACTOR. SEE SIGNAL POLE PLACEMENT DETAIL SHEET TS2.02. 14. CONTRACTOR SHALL CONFIRM PREFERRED TRENCHING/BORING METHOD WITH CITY OF RENTON PRIOR TO BEGINNING CONSTRUCTION. 15. TRAFFIC SIGNAL, ILLUMINATION AND INTERCONNECT CONDUIT SHALL BE PLACED SUCH THAT IT WILL NOT CONFLICT WITH FUTURE STREET TREE OR STRUCTURE INSTALLATIONS. VERIFY CONDUIT PLACEMENT WITH ENGINEER PRIOR TO BEGINNING CONSTRUCTION. IPTENW Transportation Engineering Northwest Transportation Planning I Design I Traffic Impact & Operations PO Box 65254, Seattle, WA 98155 1 Office (206) 361-7333 Project Contact: Chris Bicket, P.E. Phone: 425-250-5002 "ER••T: B •oF wAj o:14 6'1STE9�P� ONAL•� 07/18/2= _5 23 10' - 1------ 5'------ - F1 - - - I RAW - S1 S3 I I� :EX::jDEWALK I TOOT R- S - -EXR/W _ I EX 5' SIDEWALK RIW SIGNAL WIRING SCHEDULE RACEWAY CONDUIT SIZE FLASH PPB C BEACON PWR #8 EQUIP, GRND. * PULL WIRE CONDUIT FILL ALLOW. FILL NEW NO. 22 2" SCH40 PVC 1 1 0.28 0.890 2" SCH80 PVC 1 1 0.28 0.890 23 2" SCH80 PVC SPARE 1 --- 0.890 24 2" SCH80 PVC 1 2 1 0.45 0.890 2" SCH80 PVC 2 1 0.17 0.890 25 2" SCH80 PVC SPARE 1 --- 0.890 26 2" SCH40 PVC 2 1 0.17 0.890 *EQUIPMENT GROUND SIZE SHALL BE EQUAL TO OR LARGER THAN THE LARGEST WIRE SIZE IN THE CONDUIT. Z 10 40 0 20 60 SCALE IN FEET SIGNAL DISPLAYS EL] ELI] RECTANGULAR RAPID FLASHING BEACON NEW: F1,172,F3,F4 ALL NEW DISPLAYS SHALL BE LED. SIGNAL LEGEND (THIS SHEET ONLY) NEW DESCRIPTION O SIGNAL POLE TYPE FB H POLE MOUNTED SIGN © POLE MOUNTED CONTROLLER CABINET OCONSTRUCTION NOTE ® SIGNAL POLE NUMBER NEW SIGN NOTES (THIS SHEET ONLY) S1 INSTALL ONE (1) 36"x36" W1 1-2 SIGN. INSTALL ONE (1) 24"x 12" W 16-7P(L) SUPPLEMENTAL PLAQUE BENEATH S2 W 1 1-2 SIGN. S3 INSTALL ONE (1) 24"x 12" W 16-7P(R) SUPPLEMENTAL PLAQUE BENEATH W 1 1-2 SIGN. S4 INSTALL ONE (1) 12 "x 12" W 1 1-501 SIGN ABOVE PUSHBUTTON. SIGN LEGEND W 16-7P(L) < 24"x12" > S2 W11-2 36 "x36" W 16-7P(R) S1 24"x12" S3 • W11-501 CROSS TRAFFIC 12 "x 12" MAY NOT STOP S4 USE CAUTION WHEN CROSSING AFFIX R10-25 (9"X12" PER MUTCD) PLAQUE TO PEDESTRIAN PUSHBUTTON ASSEMBLIES PUSH POLARA MODEL X: 2 CT BUTTON TO TURN ON WARNING BACKGROUND : YELLOW LIGHTS TEXT/SYMBOL : BLACK W 16-7P SIGNS SHALL BE FLOURESCENT YELLOW -GREEN WITH BLACK SYMBOLS AND BORDER. W 1 1-2 SIGN SHALL BE FLOURESCENT YELLOW -GREEN WITH BLACK SYMBOLS AND BORDER. SEE POLE DETAILS, SHEET TS-2.02 FOR ADDITIONAL SIGNING REQUIREMENTS. T-3991 010 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TRANSPORTATION OPERATION (Di cbarnes 09/19/2018 SURVEYED: SCALE: VERTICAL: AD HORIZONTAL: NAD 193/183/1 991 DATUM A&W& C TY OF vRRENTON • Planning/Building/Public Works Dept. TRAFFIC SIGNAL PLAN - RRFB UW MEDICINE -VALLEY MEDICAL CENTER TALBOT ROAD INTERSECTION UPGRADES 400 SOUTH 43RD STREET RENTON, WA 98055 DATE: 7/18/18 DESIGNED: J LS FIELDBOOK: PAGE: DRAWN: JLS ONE INCH DRAWING NO: TS2. 1 CHECKED: AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NO. REVISION BY DATE APPR APPROVED: SHEET: 1 O OF: 1 7 00 M O O Cfl T Q J N O L0 O 0 (0 T 7 C/) z Lu 2 Lu O z O_ U Lu C/) Lu z 0 z Q J Q z 0 C/) U_ IL IL Q 0 Q O O In J Q L L1 z L L1 U J Q U_ 0 L L1 G J > U) z Lu LJJ > O rr n z O U LJJ U) rr LJJ z 0 z Q J Q z U H H Q rr 0 Q O rr O m J Q rr LJJ z LJJ U J Q U_ 0 LJJ LJJ J J Q > SCALE 1:10 00 \ ` 25 �4 © / S1 S2 / ll /L I1o1ftw� CONTROL CABINET W11-2 \> 36"x36" �4tiit -A \\ -RRFB F1 W 16-7PfR) 24 "x 12' POLE 2 W11-501 12"x12" TRAFFIC SIGNAL PLAN RRFB NOTES AND DETAILS FOR UW MEDICINE -VALLEY MEDICAL CENT � TALBOT ROAD TRAFFIC SIGNAL AND INTERSECTION IMR.POVEMENTS � SIGNAL WIRING SCHEDULE RACEWAY CONDUIT SIZE FLA H5C PPB#8 BEACON PWR EQUIP. GRND. * WIRE CONDUIT FILL ALLOW. FILL NEW NO. 22 2" SCH40 PVC 1 1 0.28 0.890 2" SCH80 PVC 1 2 1 0.45 0.890 23 2" SCH80 PVC SPARE 1 --- 0.890 2" SCH80 PVC 2 1 0.17 0.890 24 2" SCH80 PVC SPARE 1 --- 0.890 25 2" SCH40 PVC 2 1 0.17 0.890 *EQUIPMENT GROUND SIZE SHALL BE EQUAL TO OR LARGER THAN THE LARGEST WIRE SIZE IN THE CONDUIT. SIGNAL CONSTRUCTION NOTES (THIS SHEET ONLY OCONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-21.10 AT STATION 07+43.0, 33.5' RT. FURNISH AND INSTALL BLACK FB SIGNAL POLE (15-FT HEIGHT), BASE, AND CAP. INSTALL TWO 36"x36" W11-2 SIGNS, ONE 24"x12" W16-7P(R) SIGN, ONE 24 "x 12" W 16-7P. (L1 SIGN, ONE W 1 1-501 SIGN, ONE CARMANAH TWO-SIDED WRAP AROUND RRFB UNIT WITH PEDSTRIAN VERIFICATION LIGHTS, ONE CONTROLLER UNIT WITH CABINET AND ONE NEW POLARA MODEL X APS PUSHBUTTON ON THE SIGNAL POLE. SEE POLE 1 DETAIL, SHEET 2.02 FOR CONFIGURATION OF SIGNS AND BEACONS ON THE POLE. PEDESTRIAN PUSHBUTTON SHALL FACE NORTH PARALLEL TO CROSSWALK. QCONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-20.11 AT STATION 07+37.0, 30.0' LT. FURNISH AND INSTALL BLACK FB SIGNAL POLE (15-FT HEIGHT), BASE, AND CAP. INSTALL TWO 36"x36" W11-2 SIGNS, ONE 24"x12" W16-7P(R) SIGN, ONE 24 "x 12" W 16-7P(L1 SIGN, ONE W 1 1-501 SIGN, ONE CARMANAH TWO-SIDED WRAP AROUND RRFB UNIT WITH PEDSTRIAN VERIFICATION LIGHTS, AND ONE NEW POLARA IMODEL X APS PUSHBUTTON ON THE SIGNAL POLE. SEE POLE 2 DETAIL, SHEET 2.02 FOR CONFIGURATION OF SIGNS AND BEACONS ON THE POLE. PEDESTRIAN PUSHBUTTON SHALL FACE NORTH PARALLEL TO CROSSWALK. OREMOVE EXISTING POLE AND EQUIPMENT. SALVAGE AND RETURN ALL TO THE CITY OF RENTON SIGNAL MAINTENANCE SHOP. REMOVE FOUNDATION TO A MINIMUM 24" BELOW SURFACE GRADE. COMPACT VOID. POLE DETAILS LOOKING NORTH EAST NOT TO SCALE *NOTE: 3.5' MEASUREMENT IS FROM CENTER OF PUSHBUTTON TO ADJACENT PEDESTRIAN SURFACE. POLE 2 C U X o "? W11-2 36 "x36" POLE 1 CONTROL CABINET W11-2 W11-2 36"x36" 36"x36" 0 0 �--RRFB F4 RRFB F2 C ► ® W 16-7PfR) W1 ' 24"x12' 24"x12 i� W11-501 W11-501 °Q W 12"x12" * 12"x12" o v LOOKING SOUTH WEST *NOTE: MEASUREMENT IS FROM CENTER OF PEDESTRIAN �` o NOT TO SCALE SURFACE. TO ADJACENT PEDESTRIAN PUSHBUTTO 0 VTENW Transportation Engineering Northwest Transportation Planning I Design I Traffic Impact & Operations PO Box 65254, Seattle, WA 98155 1 Office (206) 361-7333 Project Contact: Chris Bicket, P.E. Phone: 425-250-5002 ��•'oE WAS,�,.� 07/18/2= REVISION SURVEYED: DESIGNED: JLS DRAWN: JLS CHECKED: GMD BY DATE APPR APPROVED: CTB SCALE: RFB F3 W 16-7PfL) 24 "x 12' W11-501 12"x12" PEDESTRIAN PUSHBUTTON ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY POLE S1 F1 &SIGN, F2&SIGN ® — 0 — F2FBI PPB ❑W WIRING SCHEMA TIC POLE S2 F3&SIGN, F4&SIGN ® CONTROLLER 0 ® FLASH 1 F4 F3 © �0 FLASH 2 ©—LEAD GROUND (FLASH RETURN) © :[E—PPB OUT PPB 5C (TYP) PPB RETURN BLINKING SIGN & SIGN ATTACHMENT INFORMATION 1. RRFB UNITS SHALL BE MOUNTED PER MANUFACTURERS RECOMMENDATIONS. 2. ALL SIGNAL POLE MOUNTED SIGNS SHALL BE INSTALLED WITH MOUNTING BRACKET AND STEEL STRAP PER WSDOT G-24.10. POLE 1 DETAIL PLACEMENT 2.5' 4' -� 1 0 5 BASE PLATE SCALE IN FEET �I 05 20 0 10 3 SCALE IN FEET C TY OF RENTON [;R Nbspr Planning/Building/Public Works Dept. POLE 2 DETAIL PLACEMENT 91 H CID C'7 0 O Cfl Q J CV 0 C) C9 T y 7 z LJJ 2 LJJ > O z O U LJJ U) LJJ z Q z 0 U LL LL Q 0 Q O O m J Q T-399111 IN COMPLIANCE WITH CITY OF RENTON STANDARDS L1J TRANSPORTATION OPERATION LJJ cbarnes 09/19/2018 '� U J Q 0 C) 0 W TRAFFIC SIGNAL PLAN RRFB NOTES AND DETAILS DATE: 7/18/18 UW MEDICINE - VALLEY MEDICAL CENTER OOK: \ TALBOT ROAD INTERSECTION UPGRADES PAGE: PAGE: W J DRAWING NO: 400 SOUTH 43RD STREET TS2.02 RENTON, WA 98055 Q > SHEET. 1 1 °F17 z W W > O rr n 2 z O U LJJ rr LJJ z 0 z Q J Q z U H LL Q rr 0 Q O rr O In Q rr W z W U J Q U_ 0 LJJ LJJ J J Q > Q Z J 24 SMFO CARR & BENSON (EB) 1-12 13-18 19-24 TRAFFIC SIGNAL PLAN —INTERCONNECT SCHEDULE co 0 LO FOR o UW MEDICINE —VALLEY MEDICAL CENTER T TALBOT ROAD TRAFFIC SIGNAL AND INTERSECTION IMR.POVEMENTS V INTERCONNECT GENERAL NOTES 1 1 10 S 177TH ST NEW S 177TH ST / TALBOT RD S CONTROLLER FIBER OPTIC SPLICE SCHEMATIC 24 SMFO CARR & TALBOT (WB) 1-12 13-18 19-24, 1 25 100 0 50 150 SCALE IN FEET IPTENW Transportation Engineering Northwest Transportation Planning I Design I Traffic Impact & Operations PO Box 65254, Seattle, WA 98155 1 Office (206) 361-7333 Project Contact: Chris Bicket, P.E. Phone: 425-250-5002 24 SMFO 98TH & CARR 1-6 7-12 OLD 13-18 NEON 19-24 �pRNER••T: B o:14 6'1STE9�P� ONAL•� 07/18/2= NEW 24 SMFO I 177TH & TALBOT I 1-6 7-12 13-18 19-24 -_� 2 ST N ST S 1' EX 98TH AVE S / SE CARR ST CONTROLLER \l91 SPLICE FIBER IN EXISTING SPLICE BOX PER FIBER OPTIC SPLICE SCHEMATIC, THIS SHEET. REVISION IN SURVEYED: DESIGNED: JLS DRAWN: JLS CHECKED: GMD BY DATE APPR APPROVED: CTB 1. THIS PROJECT SHALL BE CONSTRUCTED PER 2016 ((WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL EACHT OFCTHES,E CDOCUMENT SNSHALL BE DCONSIDERED PART OFT THIS CONTRACD WSDOT STANDARD DETAILS (CURRENT EDITION). T. 2. JUNCTION BOXES SHALL BE PLACED OUTSIDE OF PAVEMENT SURFACE AND WHEELCHAIR RAMPS UNLESS OTHERWISE INSTRUCTED BY THE ENGINEER. ALL JUNCTION BOXES WITHIN THE PAR/SIDEWALK SHALL USE NON-SKID COVERS PER WSDOT GSP8.20.2(9-29.2(1)A).OPT 1. GR8. 3. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS AND THE CURRENT EDITION OF THE CITY OF RENTON STANDARD SPECIFICATIONS AND DETAILS. THE CURRENT EDITION OF THE CITY OF RENTON STANDARD SPECIFICATIONS AND DETAILS SHALL BE CONSIDERED PART OF THIS CONTRACT. 4. THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS NECESSARY. 5. THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE INSPECTOR FOR MATERIALS APPROVAL THREE WEEKS PRIOR TO REQUESTED APPROVAL DATE. 6. ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL CONTACT ALL PERTINENT UTILITY AGENCIES 48 HOURS BEFORE COMMENCING WORK, AND SHALL COORDINATE WITH AFFECTED UTILITY AGENCIES THROUGHOUT THE PROJECT. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANY AND THE CITY OF RENTON IMMEDIATELY UPON DAMAGE. 8. EXISTING FEATURES TO REMAIN UNLESS OTHERWISE NOTED. 9. ALL CONDUCTORS FOR SIGNAL HEADS, LOOPS, PEDESTRIAN HEADS, PUSHBUTTONS, INTERCONNECT AND STREET LIGHTS SHALL BE LABELED IN EACH JUNCTION BOX. 10. ALL SIGNALIZED CROSSWALKS SHALL BE OPERATIONAL AT ALL TIMES UNLESS FLAGGERS/POLICE ARE PRESENT TO ASSIST PEDESTRIANS. 11. CONTRACTOR SHALL PROVIDE TENW WITH REDLINE MARKUPS SHOWING ANY AND ALL CHANGES FROM THESE APPROVED PLANS FOLLOWING CONSTRUCTION. 12. CONTRACTOR SHALL CONFIRM PREFERRED TRENCHING/BORING METHOD WITH CITY OF RENTON PRIOR TO BEGINNING CONSTRUCTION. 13. TRAFFIC SIGNAL, ILLUMINATION AND INTERCONNECT CONDUIT SHALL BE PLACED SUCH THAT IT WILL NOT CONFLICT WITH FUTURE STREET TREE OR STRUCTURE INSTALLATIONS. VERIFY CONDUIT PLACEMENT WITH ENGINEER PRIOR TO BEGINNING CONSTRUCTION. 14. CONTRACTOR SHALL BE RESPONSIBLE TO RESTORE ALL SURFACE FEATURES TO EXISTING CONDITIONS FOLLOWING INTERCONNECT INSTALLATION. 15. ALL JUNCTION BOXES OUTSIDE OF SIDEWALK MUST HAVE CONCRETE PAD PER CITY OF RENTON STANDARD PLAN 125. INTERCONNECT CONSTRUCTION NOTES (THIS SHEET ONLY): OINSTALL NEW CONDUIT AND 1-48CT FIBER INTERCONNECT, FROM NEW SIGNAL CONTROLLER AT S 177TH ST/ TALBOT RD S TO EXISTING SIGNAL CONTROLLER AT THE INTERSECTION OF SE CARR ROAD AND 98TH AVENUE S. ROUTING OF INTERCONNECT SHOWN ON THIS PLAN IS SCHEMATIC ONLY. CONTRACTOR SHALL SCHEDULE A FIELD MEETING WITH THE CITY INSPECTOR AND TENW TO CONFIRM INTERCONNECT PLACEMENT PRIOR TO BEGINNING CONSTRUCTION. INTERCONNECT SHALL BE INSTALLED WITHIN CITY OF RENTON RIGHT-OF-WAY ONLY. JUNCTION BOX LOCATIONS SHOULD BE FIELD LOCATED WITH THE CITY INSPECTOR PRIOR TO INSTALLATION. 20 INSTALL TYPE II JUNCTION BOX AT MAXIMUM 500-FT INTERVALS. ra SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY SIGNAL WIRING SCHEDULE zRACEWAY CONDUIT SIZE 1-48CT FIBER PULL WIRE CONDUIT FILL ALLOW. FILL NEW NO. 2" SCH40 PVC 1 0.20 0.890 10 2" SCH40 PVC SPARE* 1 --- 0.890 2" SCH80 PVC 1 0.20 0.890 20 2" SCH80 PVC SPARE* 1 --- 0.890 21 EXISTING** 1 --- 0.890 *VALLEY MEDICAL CENTER INTER CONNECT MY USE PROPOSED SPARE FOR THEIR FIBER. **OTHER CONDUIT AND CONDUCTORS MAY BE PRESENT. �j 4 D AT U MI) C TY OF ' RENTON NUIV Planning/Building/Public Works Dept. T-399112 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TRANSPORTATION OPERATION cbarnes 09/19/2018_� DATE: TRAFFIC SIGNAL PLAN - INTERCONNECT SCHEDULE 7/18/18 UW MEDICINE - VALLEY MEDICAL CENTER FIELDBOOK: PAGE: TALBOT ROAD INTERSECTION UPGRADES DRAWING NO: 400 SOUTH 43RD STREET TS3.01 RENTON, WA 98055 SHEET. 12 OF:17 00 M O O Cfl T Q J N O L0 O O T y 7 z Lu 2 Lu O C� G z O U W Lu z 0 z Q Q z 0 U_ LL LL Q rr 0 Q O rr O m J Q LJJ z LJJ U J Q U_ 0 L L1 G J Q > Cn z LJJ W > O z O U W C) rr LJJ z 0 z Q Q z Cn U LL H Q rr 0 Q O rr O m J Q rr LJJ z W U Q U_ 0 LJJ LJJ J Q > EXISTING PHASE DIAGRAM 01 05 _:7�) 02 06 03 07 04 08 PROTECTED VEHICLE MOVEMENT --- PERMISSIVE VEHICLE MOVEMENT PEDESTRIAN MOVEMENT PRE—EMPT (VEHICLE) EVP A = 01 & 06 EVP B = 02 & 05 EVP C = 03 & OOLB EVP D = 04 OLA OLB OLB OLB NOT USED 1:10 SCALE NW QUADRANT EX ESMT SIGNAL DISPLAYS (THIS SHEET ONLY) 18" 12" OR 12" 12" OR 12" OY 12" 12" OY 12" OG 12" 12" OG 16" 12" PEDESTRIAN HEADS VEHICLE HEADS VEHICLE HEADS VEHICLE HEADS EX: 28,29 38,39 EX: 12,13 EX: 11161 EX: 33/0LA 48,49 22,23,24 31/51 68,69 32 43,44 41,42 OLB 1:10 SCALE SW QUADRANT TRAFFIC SIGNAL PLAN FOR UW MEDICINE -VALLEY MEDICAL CENTER TALBOT ROAD TRAFFIC SIGNAL AND INTERSECTION IMR.POVEMENTS � I 4 / m /RZ4 28 6 41 E6 I 42 43 29 VD2 E6 I E4 I E7 I � I � I III E7 I 2� I I 11 61 �=1121 I EVP I I E5 F �I I 12 < II I c13< of �� II I E1 o II CCTV' 38 I I 1 EVP D I I I 1 2 VD1 3 2 �� —3 E6 -- 11-- 33/OLA 3 EXISTING SIGN LEGEND (THIS SHEET ONLY) TALBOT RD S 4 S Carr Rd S 43rd St 167 NORTH E 1 D3-101 S 43rd St S Carr Rd ♦ ONLY EXISTING D3-401 E2 EXISTING E3 EXISTING E4 (CUSTOM EXISTING) �1 R3-4 EXISTING E5 N' NOT ONLY L K 9NTEE0N R3-5L R10-7 EXISTING EXISTING E6 E7 IPTENW STOP FOR ME© IT'S THE LAW LED SIGN EXISTING EXISTING ES E9 Transportation Engineering Northwest Transportation Planning I Design I Traffic Impact & Operations PO Box 65254, Seattle, WA 98155 1 Office (206) 361-7333 Project Contact: Chris Bicket, P.E. Phone: 425-250-5002 ��•'oE WAS,�,.�� Si ONAL� � 07/18/2= R3-8A (MOD) (EXISTING) E10 L EVP B 11 (°) I II I O 2 m E10 N� 9 2 S CARR RD qaap A 24 2 6 TYP. \ I� 3 E9A 0 1:10 SCALE NE QUADRANT SIGNAL WIRING SCHEDULE (THIS SHEET ONLY) RACEWAY CONDUIT SIZE PED HEAD 5C PPB 2C(SH) VIDEO EQUIP. GRND. * CONDUIT FILL ALLOW. FILL NEW NO. EX NEW EX NEW EX NEW EX NEW 1 2" SCH40 PVC 1 1 0.180 0.890 2 EXISTING" 1 --- --- 3 2" SCH40 PVC 1 1 0.280 0.890 4 2" SCH40 PVC" 2 2 1 0.600 0.890 ~ I * EQUIPMENT GROUND LARGEST SIZE WIRE SIZE INBTHEQUAL TO OR LARGER CONDUIT. SIGNAL GENERAL NOTES "OTHER CONDUIT AND CONDUCTORS PRESENT. 1. ALL TRAFFIC SIGNAL AND PEDESTRIAN HEADS AND PUSH BUTTONS SHALL BE SECURELY AND COMPLETELY COVERED WHILE NOT IN OPERATION. 2. JUNCTION BOXES SHALL BE PLACED OUTSIDE OF PAVEMENT SURFACE AND WHEELCHAIR RAMPS UNLESS OTHERWISE INSTRUCTED BY THE ENGINEER. 3. THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS NECESSARY. 4. THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE INSPECTOR FOR MATERIALS APPROVAL THREE WEEKS PRIOR TO REQUESTED APPROVAL DATE. 5. ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL CONTACT ALL PERTINENT UTILITY AGENCIES 48 HOURS BEFORE COMMENCING WORK, AND SHALL COORDINATE WITH AFFECTED UTILITY AGENCIES THROUGHOUT THE PROJECT. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANY AND THE CITY OF RENTON IMMEDIATELY UPON DAMAGE. 7. EXISTING FEATURES TO REMAIN UNLESS OTHERWISE NOTED. 8. ALL CONDUCTORS FOR SIGNAL HEADS, LOOPS, PEDESTRIAN HEADS, PUSHBUTTONS, AND STREET LIGHTS SHALL BE LABELED IN EACH JUNCTION BOX. 9. ALL SIGNALIZED CROSSWALKS SHALL BE OPERATIONAL AT ALL TIMES UNLESS FLAGGERS/POLICE ARE PRESENT TO ASSIST PEDESTRIANS. 10. SALVAGE REMOVED SIGNAL EQUIPMENT TO THE CITY AS REQUESTED, INCLUDING TRAFFIC SIGNAL HEADS, TRAFFIC SIGNAL CONTROLLER CABINET, MAST ARM STREET NAME SIGNS, AND OTHER ITEMS AS REQUESTED. CONTRACTOR SHALL DISPOSE OF ITEMS NOT DESIRED BY THE CITY. 11. CONTRACTOR SHALL PROVIDE TENW WITH REDLINE MARKUPS SHOWING ANY AND ALL CHANGES FROM THESE APPROVED PLANS FOLLOWING CONSTRUCTION. 12. SIGNAL POLE BASE PLATES AND FACE OF PUSHBUTTONS SHALL ALIGN WITH THE BEARING OF THE CROSSWALK IT SERVES. FAILURE TO ORIENT POLES/BASE PLATES WITH THE CROSSWALK WILL REQUIRE THE FOUNDATION TO BE REMOVED AND RE -POURED BY THE CONTRACTOR. SEE SIGNAL POLE PLACEMENT DETAIL SHEET TS2.01. 13. CONTRACTOR SHALL CONFIRM PREFERRED TRENCHING/BORING METHOD WITH CITY OF RENTON PRIOR TO BEGINNING CONSTRUCTION. 14. TRAFFIC SIGNAL, ILLUMINATION AND INTERCONNECT CONDUIT SHALL BE PLACED SUCH THAT IT WILL NOT CONFLICT WITH FUTURE STREET TREE OR STRUCTURE INSTALLATIONS. VERIFY CONDUIT PLACEMENT WITH ENGINEER PRIOR TO BEGINNING CONSTRUCTION. 15. THIS PROJECT SHALL BE CONSTRUCTED PER 2016 WSDOT STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, AND MUNICIPAL CONSTRUCTION, CITY OF RENTON STANDARD PLANS (CURRENT EDITION), AND WSDOT STANDARD DETAILS (CURRENT EDITION). EACH OF THESE DOCUMENTS SHALL BE CONSIDERED PART OF THIS CONTRACT. REVISION SURVEYED: SCALE: DESIGNED: JLS DRAWN: JLS CHECKED: GMD DATE APPR APPROVED: CTB ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY SIGNAL CONSTRUCTION NOTES (THIS SHEET ONLY O1 CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-20.1 1-02, AND POLE PLACEMENT DETAIL, SHEET TS4.02. FURNISH AND INSTALL TYPE PS POLE PER WSDOT STANDARD PLAN J-21.10-4. POLE SHALL BE CENTERED IN OF LANDING. RELOCATE EXISTING PEDESTRIAN SIGNAL HEAD 29 AND PUSHBUTTON 29 FROM EXISTING PS POLE TO NEW PS POLE. PEDESTRIAN PUSHBUTTON SHALL FACE EAST AND BE PERPENDICULAR TO CROSSWALKS. OREMOVE EXISTING SIGNAL POLE AND FOUNDATION. RELOCATE EXISTING PEDESTRIAN SIGNAL HEAD 29 AND PPB'S 29 TO NEW TYPE PS POLE 1. RELOCATE EXISTING PEDESTRIAN SIGNAL HEAD 38 AND PPB'S 38 TO NEW TYPE PS POLE 3. CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-20.1 1-02, AND POLE PLACEMENT DETAIL, SHEET TS4.02. FURNISH AND INSTALL TYPE PS POLE PER WSDOT STANDARD PLAN J-21.10-4. POLE SHALL BE CENTERED IN OF LANDING. RELOCATE EXISTING PEDESTRIAN SIGNAL HEAD 38 AND PUSHBUTTON 38 FROM EXISTING PS POLE TO NEW PS POLE. PEDESTRIAN PUSHBUTTON SHALL FACE NORTH PERPENDICULAR TO CROSSWALKS. OCONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-20.1 1, AND POLE PLACEMENT DETAIL, SHEET TS4.02. FOUNDATION, BASE PLATE AND ANCHOR BOLT PATTERN SHALL BE ADJUSTED FOR 4" DIAMETER POLE. FURNISH AND INSTALL TYPE PPB POLE (4" DIAMETER POLE FROM GARMIRE IRON WORKS). POLE SHALL BE CENTERED IN OF LANDING. RELOCATE EXISTING PEDESTRIAN PUSHBUTTON 39 NEW PPB POLE. PEDESTRIAN PUSHBUTTON SHALL FACE SOUTH PERPENDICULAR TO CROSSWALK. EXISTING TYPE III SIGNAL POLE TO REMAIN. RELOCATE EXISTING PPB'S 39 AND 28 TO NEW PPB POLES 4 AND 6. RELOCATE EXISTING PPB CONDUCTORS TO EXISTING POLE TERMINAL CAN. CONNECT NEW PPB CONDUCTORS FOR PPB'S 39 AND 28 TO EXISTING TERMINAL CAN AND PULL TO NEW PPB POLES 4 AND 6. PLUG HOLES WITH DOTTIE D70S, 3-PIECE, 2.5-IN DIAMETER, ZINC PLATED, KNOCKOUT SEAL AS APPROVED BY THE CITY. 8 CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-20.1 1, AND POLE PLACEMENT DETAIL, SHEET TS4.02. FOUNDATION, BASE PLATE AND ANCHOR BOLT PATTERN SHALL BE ADJUSTED FOR 4" DIAMETER POLE. FURNISH AND INSTALL TYPE PPB POLE (4" DIAMETER POLE FROM GARMIRE IRON WORKS). POLE SHALL BE CENTERED IN LANDING. RELOCATE EXISTING PEDESTRIAN PUSHBUTTON 28 NEW PPB POLE. PEDESTRIAN PUSHBUTTON SHALL FACE EAST PERPENDICULAR TO CROSSWALK. EXISTING TYPE 11 POLE AND ASSOCIATED EQUIPMENT TO REMAIN. INSTALL ONE NEW RZ4 CAMERA FOR THE SCOOT SYSTEM. CAMERA SHALL FACE NORTH. 8 CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-20.1 1, AND POLE PLACEMENT DETAIL, SHEET TS4.02. FOUNDATION, BASE PLATE AND ANCHOR BOLT PATTERN SHALL BE ADJUSTED FOR 4" DIAMETER POLE. FURNISH AND INSTALL TYPE PPB POLE (4" DIAMETER POLE FROM GARMIRE IRON WORKS). POLE SHALL BE CENTERED IN LANDING. RELOCATE EXISTING PEDESTRIAN PUSHBUTTON 29 NEW PPB POLE. PEDESTRIAN PUSHBUTTON SHALL FACE WEST PERPENDICULAR TO CROSSWALK. 91 H 0 O O y 7 EXISTING PS POLE TO REMAIN. RELOCATE EXISTING PPB'S 29 AND 48 TO NEW PPB POLES 8 AND 10. PLUG HOLES WITH DOTTIE D70S, 3-PIECE, 2.5-IN DIAMETER, ZINC PLATED, KNOCKOUT SEAL AS APPROVED BY THE z CITY. LJJ 10 CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-20.1 1, AND POLE PLACEMENT DETAIL, SHEET TS4.02. FOUNDATION, BASE PLATE AND ANCHOR BOLT PATTERN SHALL BE ADJUSTED FOR 4" DIAMETER POLE. FURNISH LJJ AND INSTALL TYPE PPB POLE (4" DIAMETER POLE FROM GARMIRE IRON WORKS). POLE SHALL BE CENTERED IN > LANDING. RELOCATE EXISTING PEDESTRIAN PUSHBUTTON 29 NEW PPB POLE. PEDESTRIAN PUSHBUTTON SHALL FACE SOUTH PERPENDICULAR TO CROSSWALK. O 1 EXISTING TYPE II SIGNAL POLE TO REMAIN. 1 EXISTING TYPE PS SIGNAL POLE TO REMAIN. OREMOVE EXISTING JUNCTION BOX. INSTALL NEW TYPE 2 JUNCTION BOX TO BE FLUSH WITH FINISH GRADE. PULL z EXISTING 2-5C AND 2-2C(SH) CONDUCTORS FOR EXISTING PEDESTRIAN SIGNAL HEADS AND PPB'S TO NEW JUNCTION BOX. ROUTE EXISTING 1-5C AND 1-2C(SH) CONDUCTORS FOR PEDESTRIAN SIGNAL HEAD 29 AND PPB O 29 TO NEW TYPE PS POLE 1. ROUTE EXISTING 1-5C AND 1-2C(SH) CONDUCTORS FOR PEDESTRIAN SIGNAL HEAD 38 AND PPB 39 TO NEW TYPE PS POLE 3. U OEXISTING SYSTEM LOOP TO BE ABANDONED AFTER SAW CUT FOR NEW ADA RAMP. SAWCUT SYSTEM LOOP IN 2 LJJ PLACES TO ENSURE THAT IT IS NON-FUNCTIONING. CONTRACTOR SHALL COORDINATE WITH RENTON SIGNAL TECH PRIOR TO SAW CUT TO ENSURE EXISTING VIDEO DETECT CAMERA IS ADJUSTED. OEXISTING COUNT LOOP TO BE ABANDONED. SAWCUT LOOP IN 2 PLACES TO ENSURE THAT IT IS NON-FUNCTIONING. LJJ INSTALL RIGHT TURN COUNT LOOP PER DETAIL SHEET TS5.02. OEXISTING SYSTEM LOOPS TO BE ABANDONED. SAWCUT LOOPS IN 2 PLACES EACH TO ENSURE THAT THEY ARE z NON-FUNCTIONING. INSTALL TYPE 3 INDUCTION LOOP (SYSTEM LOOP) PER WSDOT STANDARD PLANS J-50.12-01 AND J-50.15-01, SHEET TS5.03. 0 OPULL EXISTING 2-2C(SH) CONDUCTORS FOR EXISTING PPB'S BACK TO EXISTING JUNCTION BOX. ROUTE EXISTING z 1-2C(SH) CONDUCTOR FOR PPB 44 TO NEW TYPE PPB POLE 8. ROUTE EXISTING 1-2C(SH) CONDUCTOR FOR PPB Q 48 TO NEW TYPE PPB POLE 10. DISCONNECT EXISTING LOOP LEAD-IN CABLES IN EXISTING JUNCTION BOX. J CONNECT NEW LOOP LEAD-IN CABLES TO EXISTING 2C(SH) IN EXISTING JUNCTION BOX USING NEW CITY Q APPROVED SPLICE KIT PER CITY OF RENTON STANDARD PLAN J013, SHEET TS5.03. z ONEW RZ4 SCOOT SYSTEM VIDEO CONDUCTOR SHALL BE PULLED BACK TO THE CONTROLLER CABINET IN EXISTING 0 SIGNAL CONDUIT. OREMOVE EXISTING JUNCTION BOX AND FURNISH AND INSTALL NEW TYPE 2 JUNCTION BOX AFTER EXISTING 7 CONCRETE WALL HAS BEEN REMOVED. INTERCEPT AND EXTEND EXISTING CONDUIT TO NEW JUNCTION BOX. (� ODISCONNECT EXISTING 1-2C(SH) CONDUCTOR FROM EXISTING PPB 28 IN EXISTING TYPE III SIGNAL POLE. LL RELOCATE SAID CONDUCTORS TO EXISTING POLE TERMINAL CAN IN EXISTING TYPE III SIGNAL POLE. PULL NEW LL 1-2C(SH) CONDUCTOR FROM EXISTING TERMINAL CAN TO NEW TYPE PPB POLE 6. Q 0 Q O O m Q " T-399113 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Lii TRANSPORTATION OPERATION � z w 10 40 cbarnes 09/19/2018 '� U J Q 0 20 60 (� SCALE IN FEET 0 W • C TY OF TRAFFIC SIGNAL PLAN DATE: 7/18/18 FIELDBOOK: PAGE: RENTON UW MEDICINE - VALLEY MEDICAL CENTER ' TALBOT ROAD INTERSECTION UPGRADES w J DRAWING NO: Planning/Building/Public Works Dept. 400 SOUTH 43RD STREET TS4.01 J RENTON, WA 98055 Q SHEET. 13 °F17 00 rn O O O c� Q J N O LO O O O y 7 Cn z w w O rr n 2 z O U w Cn rr w z 0 z Q J Q z G U H H Q rr 0 Q O rr O m J Q rr W z W U J Q U_ 0 w w J J Q > V ) I- z W W O rr I5 L z O I- U ui C / rr W I- z z z 0 U_ H H rr I- O I- O In I- w I- z w U U_ 5w `Lr Lii J Q 0 -DIAMETER = 7/8- 4-7/8" 1/4" 1/4" LINE 1/4" FUSE- CUTTING RINGS FUSE KIT EPDXY FILL INLINE SPLICE EPDXY FILL WYE SPLICE SPLICE KIT FUSE KIT & SPLICE KIT DETAILS p ADOPTED C17T OP RENTON STANDARD PLANS N •EO EST DATE. 0+/04 DATE I REVISION I BY JAPPR D DWG. NAME: J013 SP PAGE: JO13 LABEL THE STREET FACING S[IE OF THE CONFACIDR CABINET WITH ITS ADRESS NUMBER Z/D STNA USING AN ENGRWFA PHENOUC RVMEPIATE YATX 2 HIGH BLACK.LERERONG ON WHITE BACKGROUND. ATTACH N4 0UTE WITH ADHESIVE 2Ds- - ---- /-;;AImTs 4 I -- --� PAp.000ABIE CONWOIS DRAW LATCH WWN. RAZED' 20 RECE IACIE o1Dx AC UX" LOaI LANDING6j o j_ 0 2D , IILLUMINATIONILLUMINATION°AD"° _ + s p, i MAIN 20 i•-� 7B5 \� DSC Nl1ELT FRONT VIEIP; `E YD� TTE TES 3 WARE NOTE: LOAD CURRENT FOR ALL BREAKER NOT TO EXCEED 80% OF BREAKER AMPERAGE ptlt�eo� ENCLOSURE CONSTRUCTION . NOTE '. iFinnmwp P�apo>® w'� ®®.m am 1 mraakeltW rKL a MpN R wxnpp. ALL Me15, pp1S NA S�tYS »!. K SiMoffi Sim. N,R aPLR > SC>la vu Nm g iCGL 1>CY ptt®C p pCOWC i xlHmi>us avA t: Ha>om a alnlmm a A � nua u a uw® Ar emN nw n rwurvt ,.c IlNemis I� aeo wOpN >u a wem ro Ile Dmoe a A ot0aa"N"'ie plL eF nnotr 1W® AIO laud To >Tleep NOM p. �eodl swaA� MIT IMIKIlIpN BBS W/OPTIONS ELEA GffN SEET CORE LACK BASE PLAN TRAFFIC SIGNAL PLAN -CITY DETAILS FOR UW MEDICINE -VALLEY MEDICAL CENTER TALBOT ROAD TRAFFIC SIGNAL AND INTERSECTION IMR.POVEMENTS DIRECT ACCESS (LUMINARE AN LENGTH) To THE 5CPLWS 45' R 38' [ I IVIUcn I�-I r«�4• 2 5' R II BRAG ET LEADS :n TNS SIDS 1. 00 HOLE MRERAY TOP MEW (LUMNAIRE ARM LENGTH) TERMINAL '^ BLOCK 50' R 46' CONNECTOR e O4' 1 112 POE 4�_0• YAREWAY HALE (LUMINAIRE ARM LENGTH) 2" TANGENT 7.5' R TERMINAL BLOCK HOUSING DETAIL 3.5• DIA HOLE - I Mlk 01 If2• YRREWAv BRACKET SIDE VIEW DETAILS (LUMINAIRE ARM LENGTH) i 16' R 22' o IOUND CAP �, is ALUMINUM SHROUD PIGTAIL FROM 1° OD HOLE BVANUFACTURER Y MANUFACTURER) FIXTURE 70 TERMINAL BLOCK )HALL WELD SHROUD 4- SHALL BE PROVIDED BY MANUFACTURER ALL THE WAY AROUND FOR TERMINAL BLOCK DE1NL, SEE TH1111,s SHEET LUMINAIRE ARM (LLMINAIRE ARM LENGTH) 8 CLAMP -ON TO 20' R 30" UMINAIRE LUMINARE 'ON OUC'ORS a o x> DOME STYLE LED LUMINARE (WATTAGE AND OPTICS PER PLANS, 40001C CC I. 4" OD HOLE 3 120-277V UNIVERSAL DRIVER, WITH FIA' GLASS LENS) BY CYCLONE (OR APOROVED EQUAL) DRIVER SHALL BE INTEGRA_ TO THE FIXTURE DECORATIVE LUMINAIRE LUMINAIRE ARM DETAILS LUMINAIRE ARM MOUNTINO LUMINAIRE AND MOUNTING TD. PLAN- 117.3 • ♦ PUBLIC WORKS BRACKET DETAIL ROV D: DEPARTMENT DALE I6 AWG 1118 AA\WG J GND r--•4� 40- 1 J _ leumr W.orac 9cxa 1pCONTROLLER CART I To I" 1� Tro IE�Ol�lbO°[ OtfA�OUA� WRC 30/2 4'� 8" TYPE PS POLE I I -To 0 4" -I �L 1!8" \Detail f V B"� --C B DETAIL ASTM A-36 318' TOP PLATE DETAIL 05.0 0 3.0 Detail i JAti I AA A-3F1 rTAtU BASE PLATE DETAIL T 10.0 F �x^J 10.0 V G Detail iii HOLE WITH COVER 6.0 4.0 NUN I MARK ITEM TYPE PS A HEIGHT 8'-0" B POLE BASE DIA 6" C POLE TAPER CANT D PLATE THICKNESS 518" E PLATE WIDTH 10"x ID" P HOLE DIA I" x 3" G BOLT CIRCLE 8.41" 1 SLIP FITTER 4" 1. D. K HAND HOLE SIZE 4" x 6" L 3/8" A36 TOP PLATE 5" OD X YID ASTM A-695 ROUND TAPERED STEEL POLE SHAFT ANCHOR BOLTS F1554GR55-GALV ALL HOT DIP GALVANIZED AFTER FABRICATION PER ASTM A-123 POLE SHOULD BE POWDER COATED AS PER PAL 9005 HAMMER FINISH -JET BLACK FOUNDATION AS PER WSOOT STD PLAN J•21.10.04 • PUBLIC WORKS ♦l/ ♦ DEPARTMENT 8' TYPE PS POLE STD. PIA - 131 COY C 7AR TYPICAL LIGHT BASE AND JUNCTION BOX CONCRETE PAD F-- VARIABLE - FRONT VIEW SIDE VIEW TYPICAL JUNCTION BOX lB' .......... CONCRETE PAD 3'-0'° 4,. .r.a • • I ..A �� FRONT VIEW SICE VIEW TYPICAL JUNCTION BOX 'C' CONCRETE PAD 4' ° b � r ;pe aeo .a FRONT VIEW SIDE VIEW 3'-0" RAIN • PUBLIC WOP.KS TYPICAL CONCRETE PAD DETAILS q'0_ DEPI'LRTMEti'T / I LUMINAIRE WIRES WILL BE A CONTINUOUS RUN FROM FUSE HOLDER TO FIXTURE WTH NO SPLICES. GROUND ROD FUSE KITS OUICK DISCONNECT TO LUMINAIRE 3 AMP IN LINE FUSE KITS LUMINAIRE WRES WILL BE /12 SEC OR EGUAL AWG IN A JACKETED CABLE. REFER TO WSDOT LOCKING U0 STANDARD GREEN INSULATED DUTY JUNCTION BOX TYPES 1 LX 2 TO GROUND LUGS STANDARD PLAN J-40.10-03 GROUND LUG 1/4' MINIMUM DRAIN HO F SPLLLICEEE KITS CLEAR EPDXY N1ftEORUNS ON ALL THRU 2C MIN. GROUT UNDER POLE BASE TOP OF CONCRETE FOUNDATION TO BE LEVEL WTH TOP OF SOEWALK 4' CONCRETE PAD OR CIAO 2' MIN, 4B BARE COPPER \ GROUND WIRE 1 GROUND CLAMP + 1-0 EOIAPMENI GROOR VAINSULATION 2' PVC CONDUIT FROM SERVICE CABINET SYSTEM 2 - uanrNc srsTEw WIRES TO CONTACTOR (SIZED AS REO'D.) CONCRETE FOUNDATION ]' S0. OR CIA. COPPER CLAD GROUND ROD 1 NOTES: 1. EQUIPMENT GROUND WIRE & BARE WIRE SHALL BE SECURELY FASTENED TO THE. GROUND LUG INSIDE THE POLE HANOHOLE. ALL BONDING & GROUNDING CONNECTIONS SHALL REMAIN ACCESSIBLE FOR INSPECTION AND MAINTENANCE. I 2. IF THE FIXTURE MANUFACTURER HAS MADE PROMSION FOR THE ATTACHMENT OF A GROUND WIRE A GREEN INSULATED WIRE OF THE SAME SIZE SHALL BE RUN FROM THE FIXTURE TO THE GROUND LUG INSIDE THE POLE HANDHOLE. IF THE FIXTURE MANUFACTURER HAS A GROUND LUG A KB GREEN INSULATED WIRE SHALL BE RUN FROM THE FIXTURE GROUND LUG TO THE POLE GROUND LUG. ♦ ♦ PUBLIC WORKS TYPICAL LIGHTING - DEPARTMENT UNDERGROUND SYSTEM CONDUIT ENTR. AREA 00 PI AN VI W SIZE 70 FIT SIZE TO FIT CABINET CABINET 6- 6• 7'-0' 1'-O' •rv� . • -Grade Level FRONT VIEW SIDE MEW STREET LIGHT CONTACTOR FOUNDATION So: to pbmo Snap to pump L Srr Nott 3 S>t Hots 3 J4 hoop• t µ Doop> G H by e h ZJLIIN�1' lda2' 4 •-� 1' to Y i 3/B' elr.+eta pa>lIa o.eb 3/I' dvneTw pestle >°.� SIDE MEW SIDE VIEW i'-R- Capine[ o�m Y-6' 1'-e' Cmine[ de 'h 1--6' ♦ 1 •2 . mr^or reel a /4 twr wet E Naap> !4 hoop. !. •. =A PLAN MEW PAD MOUNT PAD MOUNT CONTROLLER CABINET FOUNDATION BATTERY BACKUP SYSTEM 1BB51 FOUNDATION For NOTES see Std. Plan 126.2 Otis --O STD. PLAN - 126.1 s ♦ PUBLIC WORKS CABINET FOUNDATION DETAILS ROVE DEPARTMENT lea T 34p b r>.m Ste W. 3 5nm m pM,V � Yv- 7 L_ L..,. Ie 2' TBDYT MLw% 1/8 mppele. Piapc Oren (md Pr -I) / SM. PLAN - 119 INSTALL DECAL NUMBERS VERTICALLY. INSTALL IN DRY WEATHER, 50" F OR ABOVE NUNMERING EXAMIILES PLAN VIEW FOR STD PLAN 117.1 FOR STD PLAN 116.1,11TZ 117.4 1-3/4" TO 2� 0.88" o\ \M N DECAL: RFFLECTORIZED GOTHIC GOLD OR WHITE LEGEND ON BLACK BACKGROUND STREET LIGHT STANDARD ♦♦ P�HLIC WORKS DECAL NUMBERING SYSTEM DEPARTMENT NOTES 1. >M/r 1W ndoliG pdd b IxdlM .�Inb 4 didrveN. COnM NCI pod lap full ntn >btwoW prod, om it tiny ahomlr vnM tap Ontl lre.pA rpvL poWf o cmvC Mpov m..I It,.-Ir.-3 -1. J n 'r.m M. WSDDT Sldndprd Sp>elfitolidn>. 2. Pod ma,wl deign I. llpkel. J PNc. a >iipm> Npl D>{.rn N. rpvntlpl-pn mtl co0irtt 4. Ancltr palls ma UI SPodng In a .upplid 42 odabtt monubctu.a enp ruDmilletl to Xte riyn4r Ir prprp•p s cme.rt l h/aenp0o Ir Ina contra>r va ee>tpetn emnele tnl� a '�>ialw ins can Vocl ppDA >w. me z' >ppr> u� pPP.e al poll m"•darp". D tndl D> LTplo 3pW. snm le P"ma T 2' mmnre z' -a emn snw pt paeee vom ent em to<Ir Ip lnr r rolr/139s copmt. S al - 1 J A Eatri eepinrl rnN1 han o 41' dlamrW pnpc rrow p•r -_r 9 level° cmduilr cml.pllY •ri,hn Inr capon ttr. u 10. Nnm p'i tMee capineta pre tp De in.illed mtl ;oce all- p mm0ntd 1"u�dolien moll Lti used. IL jjtt - I4 I=rr.tamFip By iw•a ePpm) s/emo•ce d,e'n ID+e pr eml.4q Ser blr 5 5» Note T T/e e.o.wlr P-.ruc d-ar � I°� Sw Hal. i I I Ei_ I �i i % -A L.alrf wee) _ 1D. WdtNl 51 Wdl- 10 PI AN VFW ..^OMf31NFD rIN TROII fTd /eRS/ ON 7A .TOR FO IND1nON PUBLIC WORKS CABINET FOUNDATION DETAILS DEPARTMENT W� ar Y �f COIABINED FOUNDATION �YjF. Ii/IR dA(72AN S piece. SM. PLAIT - 126.2 LED TYPE WATTAGE STD. PLAN- 121 91 H M00 ♦t�J V J O 0 I T J O L / O O I 6 T v / I- z W \W O rr n z O I- U rW V J W I- z 0 z Q l/zI•''�f V IU_ LL C0/' O rr I- O W T-399115 Q IN COMPLIANCE WITH CITY OF RENTON STANDARDS W Z TRANSPORTATION OPERATION w cbarnes 09/19/2018 '� U J Q ENWc�;•DF WAsy,C 0 °•�� O SURVEYED: SCALE: HORIZONTAL: NAD 1983/1991 DATE: Transportation Engineering Northwest 2: ui VERTICAL: AD 1 83/1 C TY OF TRAFFIC SIGNAL PLAN - CITY DETAILS 7/18/18 DESIGNED: BLS UW MEDICINE - VALLEY MEDICAL CENTER FIELDBOOK: �S1°•rc�STE�.•°�•` DRAWN: R E N TON PAGE: Transportation Planning I Design I Traffic Impact & Operations ASS • �� JLS TALBOT ROAD INTERSECTION UPGRADES W ' DRAWING NO: J ANAL ONE INCH J PO Box 65254, Seattle, WA 98155 Office (206) 361-7333 CHECKEDGMD AT FULL SCALE DATUM Planning/Building/Public Works Dept. MOO SOUTH 43RD STREET TSS. IF NOT ONE INCH Ld RENTON, WA 98055 Q Protect Contact: Chris Blcket, P.E. APPROVED: SCALE ACCORDINGLY SHEET: 1 OF: 7 > Phone:425-250-5002 07h8�2= N0. REVISION BY DATE APPR cTB TT V J CIO I T Nt O rr C/) I- z WW IL W O I..L z O I- U W C^ ) rr W I- z 0 Vz I a< l/ z Cl) V U_ H H Q rr I- a< O I- 0 co a< I- rr W I- z W U J U_ 0 W J TRAFFIC SIGNAL PLAN - CITY DETAILS FOR UW MEDICINE - VALLEY MEDICAL CENTER TALBOT ROAD TRAFFIC SIGNAL AND INTERSECTION IMRPOVEMENTS TOP OF FOUNDATION LEVEL W! GROUNDING CONDUCTOR NON- INSULATED 1N4 AWG STRANDED TOP OF FOUNDATION LEVEL W/ GROUNDING CONDUCTOR NON. INSULATED #4 AWG STRANDED NOTES SIDEWALK OR ABOVE SOIL SURFACE - COPPER - PROVIDE III N. SLACK SIDEWALK OR ABOVE SOIL SURFACE- i COPPER- PROVIDE S MIN. SLACK 1. This structure has been designed according to the Fifth SEE STANDARD PLAN J-26.15 ( ROUTE CONDUCTOR TO GROUNDING SEE STANDARD PLAN J-26.15 SIGNAL POLE ROUTE CONDUCTOR TO GROUNDING 1 Edition 2009 AASHTO Standard Specifications for FOR PLACEMENT DETAILS SIGNAL POLE STUD ) FOR PLACEMENT DETAILS STUD I ) Structural Supports for Highway Signs, Luminaires and X- r-0' OR LESS NOTES GROUT W ! 318' 1 DRAIN HOLE CONDUIT COUPLING - INSTALL FLUSH WITH TOP OF FOUNDATION DO NOT GLUE PVC STUBOUT) ( CONDUIT COUPLING - INSTALL FLUSH rc GROUT W i 318' INtt WITH TOP OF FOUNDATION DO NOT i (j DRAIN H�E 1 GLUE PVC STUBOUT) ( Traffic Signals. Basic wind velocity is 90 mph, Design Life/Recurrence Interval 50 years, and Fatigue Category III. r-a MIN xM ALUMINUM xu a 1. Mounting brackets w h steel straps shall be a stainless I 2. Foundations are designed for Type It. III, and SD Signal ! 2'-9' MAx. WIHt�FAM MIN. steel band and buckle system product or an approved �`+ I Standards with a maximum mast arm length of 65'. 1 I') i i equal. Mounting brackets shall be universal channelN q 9 clamps; steel straps shall be 314" (in) wide and 0.030" (in) thick. EARTH EMBANKMENT to t� xx AS REQUIRED ^SEE DETAILS o lu H-and EARTH EMBANKMENT AS REQUIRED -SEE To f� PLACEMENT DETAILS 3. Foundations are designed for Single Mast Arm Standards Double Most Arm Standards with 90° between arms - SIGNALPLACEMENT STANDARD i I _._._ --- - SIGNAL HEAD 2. All signs installed on mast arms or standards (poles) require windbeams. All signs shall be installed with ' p ya 2 I i u 1' I II' 11 EXISTING GRADE c w/� `Sg�av% 3 i Ili n N 2 i I 'J EXISTING GRADE '1'1 Special foundation design is required for Double Arm Standards where the angle between mast arms is other t----_--��, -- v---•�-_ - - - BACK PLATE - horizontal edges level. A skewed windbeam is required only when the sign is mounted within 12" (in) of the o �,-'^III II u 2 = IS r a -l� I z n u I MAX. than 90•. For Double Mast Ann Standards with 90' between larger XYZ value for foundation depth mast arm base (see Detail "A"). a rc I MAX. w a? GROUND SLOPE arms, use p o wN u GROUND SLOPE 1 I S81eCti0n. 3 5'(SEE NOTE 2) 3. The street name sign shall be a maximum of 36 square 'eet the height is maximum 3' Om i I- C,z pJ�U ;�l ANCHOR BOLTS &ANCHOR ZchOl'�L U,p p_- o ANCHOR BOLTS & ANCHOR 4. Foundations not within the parameters of this standard ' MASTARM 8115E and sign a of (ft); signs require a special design Larger than 36 square feet p g lu C Hrn cK o 0, PLATE SUPPLIED BY SIGNAL POLE MANUFACTURER LL w -' 5 PLATE SUPPLIED BY SIGNAL POLE MANUFACTURER require Special Design. Contact the WSDOT Bridge and ! 1 BACK OF SKai PANEL mast arm and signal pole. O �Uo #6 HOOPS u Z G1�in 1'-O'CENTERS O 1-a w n.5 LIMITS OF EXCAVATION 1 O Structures Office through the Engineer for Special 9 9 P i ' i i w w c6 JO m w �'• (TYP.) I 8-#SBARS I IY4 HOOPS r . EVENLY SPACED Foundation Designs. VIEW -LOOKING FROM BACK i .�� r 0--+ EVENLBYASPACED < rw C 1'-0"CENTERS I 5. Where a foundation is constructed within a Media Filter f i m o0a w ¢M Drain. the foundation depth shown in the Contract Plans 3"CLR. (NP) N z / _1shall 9�_ be increased by the depth of the Media Filter Drain. x - MORE THANN - Cr BUT NOT MORE THAN 6.0 Y19 (IN) ALUMINUM UCORRUGATED METAL PIPE 6. The top 2 feet of the foundation shall use a smooth form XJ2_ RIVET ITYP.) - 4- (IN) Max SPAZING I (such as paper or cardboard). After the concrete has 1'-O MIN. 1'-0' ALUMINUM 1'-0" S SIONILL HEAD 7 - i L w 3' - 0' SQUARE UNDISTURBED T - 0 3' - 0' OR 4' - 0' UNDISTURBED EARTH cured, this entire form shall be removed - I VW40BEAM RACK PLATE ! 2'-WMAX RYP.I MIN. i C ° OR ROUND OR 4'- V ROUND EARTH MIN. ROUND ITYP ) (TYP.) 7. For design parameters between the values listed in Table. i ! z FOUNDATION REINFORCEMENT DETAIL FOUNDATION REINFORCEMENT AND BACKFILL DETAIL depth requirements may be interpolated between the SIGNAL i ! w CONCRETE CAST DIRECTLY AGAINST UNDISTURBED EARTH, DRILLED SHAFT O6 CONCRETE CAST WITHIN A CORRUGATED METAL PIPE STAY -IN -PLACE FORM values provided. STANDARD --- - - --- `- BACK OF SIGN PANEL m ALTERNATE # 1 ALTERNATE # 2 8. Install Signal Foundation Identification Tag. See _._. _ _-_ - - - - - - -- . i • " - 1 CONDUIT SIZE AND QUANTITY AS SHOWN IN THE CONTRACT; 41 PAPER OR CARDBOARD FORM SHALL NOT STAY -IN -PLACE O Standard Plan J-26.15 for details ___ - - -'--� I It 1 CAP BOTH ENDS. --- CLAMP CONDUCTOR TO STEEL REINFORCING WITH LISTED ALTERNATE CONNECTOR 02 -CONSTRUCTION METHOD > 0 SEE NOTE 5 METAL (SUBSURFACE) FORM REQUIRED DETAIL OA SUITABLE FOR USE EMBEDDED IN CONCRETE LEVEL TYPICAL FOR EACH CONNECTION ! MAST ARM BASE �� BACK OF SIGN PANEL VIEW - LOOKING FROM BACK SIGNAL HEAD �1 C' N,SB 0 x = MORE THAN C - ' BIVCI( RJ1TE BACK OF SIGN PANEL O Ol YABbj�l�j. RetO 9 EQUALLY SPACED 1'-O'NIL 1'_(r 1'-0' 8' UNIVERSAL CHANNEL CLAMP (SEE NOTE 1) 10 I 2'-B"MWL. I MIN i o q 2sas o Q• 'O10 BOr Stsv 1? ! SIGNAL MAST ARM �S/ONAL Q�G John STANDARD - - , tun 2220159:49 AM _ iT- - - - - - - - SIGN INSTALLATION _ _._._ - - --- ^ -- ' " _ _ _ ON SIGNAL AND LIGHT STANDARDS LEVEL STRAP STANDARD PLAN G-30.10-04 i I I i SHEET 1 OF 2 SHEETS ! VAST ARM BABE WINDBFAM BACK OF 810N PANEL WINDBFIJA APPROVED FOR PUBLICATION L'a,P `left CrYP) Jun 23 2015 7:31 AM VIEW - LOOKING FROM BACK - s.en:mureA.x®r MAST ARM -MOUNTED STREET NAME SIGNS TYPICAL MAST ARM INSTALLATION W.Mirq,en SM. D.psr".n, M Tnangrorb,i", W/ When the existing soil will not retain a vertical face, over -excavate the found- ation area and install a 36' or 48" diameter corrugated metal (pipe) form. The top of the corrugated metal form shall terminate 1 foot below final grade. Continue forming to full height using paper or cardboard form to achieve a smooth finish on final exposed cement concrete. Support the form as necessary to remain plumb. Place the concrete foundation. �0 Q• ZrEL� After concrete has cured, remove the entire paper or cardboard form portion. (D Sharing or Extra Excavation as re- quired. Excavated area shall be .a backfilled with Controlled -Density 10 `� w Fill i CDF), or with soil in accord- 9.e8 25 70 4 ance with Standard Specifi• �9ZONAL g�G cation Section 8-20.3(2) and Compaction Method 1 of Standard Specification - JwW 211201=°u K:25 nn, Section 2.09.3(1)E. o TRAFFIC SIGNAL STANDARD FOUNDATION STANDARD PLAN J-26.10-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION AWL 9TAfEMSKAd ENIGINEER Vrwashinpran S w Oapovn.re of Tmn.poraim NOTES BLIP PLATE + ," (IN) QUID. HOLE (TVP I - T 8- (W0 DWM. HOLE (TYP.) "�• � I sup PLATE I 2'-Cr 1. Clam bola shall be tightened t0 5D ft-lbs max. torque After state ins eation, burr rhreads to revent iun"t A3>'Z Gfi f ,' -3" DIAM. REINFORCING STEEL BENDING DIAGRAM � Clamping (XJ 9 P P ORASTMA580R.50 I TAPERED STEEL nut rotation. UQ NOT U1IERTIGHTEN. DIAM. BOLT CIRCLE r I SHAFT WALL SEE SM SPEC SWA(2)FOR BENDING CLAM. ,"ice WWI. .`� a6 ' r/ BOLT CIRCLE �Ep� t F1DLE (TYP-) �EL�sRAF7 2. The final height of rN2 Anehor Bolts shall be below Te tap Of the slip plate assembly to ensure proper to r - 3^ DIAM_ 2 POLE BASE r -. e ( �i8 BASE a -�R. [Il'P.] PLATE 1' -7- --- (SEE NOTE 1) r---- _ function Df the slip base. 1_ 8 -`.t'•- r ' BOLT CIRCLE L,L l N 111E (IN) ' y,4 , 3+10 ~ O 2 LQCLR. j 3. Supplemental grounding conductor shall be non-irisulated #4 AWG stranded Copper and shall be damped , �- ��•`Y _ _ --- ANp10R FINITE 13s to SrrP.) + _.-. b to reticeE rebar with a cnnrrector suitable for use eTnbeddad in mnrretlz: Provde 3' - 0` min. slack- Attach t0 4 G - - H l I._ {rr_ pole grounding stud with a full cirGe crimp-0n c7ririedor(crimped with a rnanufacil Ter recommended crmper). _ i gECTlply t G I i gECTIDN [ H 1 EQUIPMENT GROUNDING HOOK ` W (IN) DIAM. BOLT -t'.. Y, ! : i -� .- ' LJ �1 fTYP.} 0 rG CIRCLE j #E =- �i 4. Junction bo-xservi the Smindard shall refers he located 5'- d' 10' - C" Max. from the Standard. I .`r- • ! ` r r ' d CDNDI1crQR -- - _ P { 4'p1N1 DIAM. 7-(IN) DIAM. HOLE n T [INN DIAM. HOLE _ T SIGNALCl 5T15NDi11� f141 374' (IM STEEL` yJS �ECANdJR +� - S PrOYIdE Cable tie a1 wiring enlleri ng the junction box {for slip base installations only} -See Detail A. HOLE I f BASE HATE - - r G WAVY HEX CLAMPING BOLT ANCHOR PLATE - � 'LEPER PLATE A8TMAM 1 � * GROUNDING MO V07HNUT- ----_ -- j {TYP-) -3i*' fiM OU171. iOROVE PLATE WITH HOLE - y15 Standard Pie J-26.70. &r (A F; ASTMA5Ti OR 50 Y_ S 1� _ B• a 1R' SEE STANDARD PLAN J 202e FOR CLAMPING BOLTS (SEE NOTE 3) POLE WE r 110- (IN} �y PYP) OR ASTM ASB6 r GROUNDING CONNECTION DETAILS CENTER ANCHOR BOLT 'ti'J='1 6. r Plate shrill not gXlefld beyond tha edges of tlL¢ pole t7850 plate, tr Is 1rz- in GAGE SHEET META_ FOR DMENSKM NOT SHOWN. 36C [II'Q DIAMETER STEEL HEAVY ASSEMBLY IN FOUN6ATION ROWTREO'0. PLACE BETWEFN POl RASE PATE AND SEE SLIP AND ANCHOR RATES DETAIL SUPPLEMI-NTAL 0ROUNDIING COI;1DUCTOR (SEE H07E S BASE PLATE DETAIL FOR DIMETSII]NS NOT 51'105VM, SLIP PLATE ON TUP OF M IDDLE YjA.5 HE RS • i CLAMPING BOLT_ DBrBIS1ONS ARE Cur TO OLIT BASE PLATE DETAIL SECTIt71i 8 SEE STANDARD i LAN J•28.42 Q4''1 SEE WHIOATE DETAIL KEEP ER PLATE DETAIL )�.) 314' (INj DVAE-IER STEEL #,ERVY PLATE WASHER SLIP 0.N0 AN:FIOR PLATES DETAIL HEx NUT AND FtARDFaItEA WASHER- Q9 IL'1 EK1F7i REQG- TOP*r SIGNAL STANDARD EQUIPMENT GROIJNOM, [2 *4 7� T1MJ EA[hi RE1 I(I�FO❑HOR A/ICr10R RATE LOT Si (14 BASE PLATE --- ••_ SUPFNFTER COl1Ol1GTtOR TOWARD ROADtAOIY EIGHTREQ'0. 71� (1r1) DAM. 7 MOLE 1AIr 8MOOTH - TOWARD ROADV AY 29 %kN KEEPER PLATE • - - "• ,l' } E 2 (1N) PVC 3TUBOUT a -- - CFWIIFEF� E Q # T 31S {IN)D DRAIN HARDENED ROUND Vw44SHER !�):: -- O CENTER ANCHOR BOLT •_ 11'P TUBE IN GROUT PAD GROUNDING STUD WITH NUT 4 A$SEA OIN FOUNDATION - 1J�, fill - SIZE TO MATCH SEE STANDARD PLAN J.21LZO FOR 1y CENTek AtYL;NOft OGI f _ 'r ;r�i• r� J .• p p i' GROUND OCNNECTICH DETAILS ! 9A_SE PLATE ASSEMBLY -1r4T [IN) z �;.-`•- ASSENRLY IH FCIIHDATION 4 +,y TOP CONCRETE CLAMPING ElOti ELECTRICAL :I�`+-.: _ ;• i DFAAI. STEEL HEAVY HEx MIT. WITH w " i. 6 i >s- _o' EIGFR FOUNDATION tr - .' O+F4 PAVED SUI#AOE _ FLAT WASHER -TWO EACH REQ'D. r• 1 ON) KIP PLATE (>OHDVTT _ I SUPPLEMENTAL GROUNDING CONDUCTOR rPERAN:110RBOLT-M1NIMV4OF _ ;." - _:-.•-��' .. L - n :. S MiN }� ELEC7WAL CONDUIT ! " --: � I ..I FED SIGNAL STANi14RC ! {SEE NOTE 3] TWO7HREADS ABOVE TOP OF _ 'F . "I GROUT PAD - INSTALL m V / _ sr UNPAVED -- o CENTER ANCHOR 81 _ _ ! 3M' (IN) STEEL EASE PLATE f4LL1-T OR 541' N MAXWUM TYP. f •� . r" . , ) - M SURFACE r, _ A$$ErmLY IN FOUNDATION (SEE UETAIy I O) ( } n � - "-�' •,f� iX (14 THICKI- 7 (I� ELECTRICAL CONDUIT � :� y� - 2 1 � Cut , r` � � _ AFTER PLUMBING i . ' ' 'd'. - STANDARD , w_ i r TOPOF FOUNDATION MDE E 23r4• ON) LONG - � - e '' SECTION A '- GROUT PAD - INSTALL AFTIER 2 4 STEEL BAR 1 r ti v1i ) " PLUMBING STANDARD 1 PREMOLDED PAVED SEE DETAB,.S ABOVE MATOILILE FOR JOIKT FILLER SNRFAGE 5 •- 13EC'TION D PLATE WASHER DETAIL --'--... _... GROUT • • ' ' SQUARE CONCRETE FOUNDATION - Y'a" (IN) I.D. DRAW ,:4. EE DETAILS ALOVE MTICILIE VIELL (T}P,) LEYFLIIIG NUT {1YP I -• i e UNPAVED TUBE IN GROIfT PAD �_:_. (i ! ! Y 2- FIXED ME 30UARE OOHCRE`IE - ... .. I I 2W M HEAVY IEX NUT �'� ' ' AHD RDEJJ® YVASfBR MATl7'LIIE 115E DETAILS ABOVE MATClflE FtgR SURFACE � FCUH DAT101; SHIN 1 � SEE DETAILS ABOVE NATCHUHf - SECTION ( E I 314- (IN} x 2' • 6- ANL7iOrt BOLT [1YP.j - �� ' i FOUR 1REQU14ED (SE i I 4] ROUND CONCR ETE FOILM1A110N ! 1- TD 2' 8" (IN} DlAlill. HOLLOW IM ! ! ! -- �- - M7CFLIC FIXED SASE SQU+�E L-OM..RETE CONDUIT CDVPLNG -INSTALL FLASH y • -- -- FOUNDATION, SHEET 1 ! CENTER OF GROUT PAD ,1 LE?�IEIJ MG NUT rVP.] -- -- MATCNLIIE r ----- CLAMP pVNp1fLTOR7D VATH TOP OF FOUNDATION P* NOT i ! - STEEL RENFORCING WTI GLUE PVC STUBOUT) -L_ MAi 1ME ! ANCHOR BUT fiS P.) 314 (N}CHAMFER Aq LSUfFABLE ELECTRICAL C{HRiaF- Yf' I N; CHAh1'ER ITVP Y ---- i - UNPAVED SUR=ACE - - FIVE RE:Q D. 9I41" OM CFUII�ER {TYP.) I" EMS EDDIED IN CONCRETE SEE CONTRACT FOR DIMIL UNPAVED SURFACE - D PAYED I (i ! CANDUR COLT NO - •NS TALL FLUSH _ I 1 SURFACE I WITH TOP OF FOUNDATION 6- ON DIAM. HOLLOW STEEL REINFORCING M' (IN) CHAMFER [IYP.) , 1 184 CLAMP CONDUCTOR TO ga ut I_❑PR THREE RE9'P STEEL RE714FORCING (DO NOT GLUE PVC S'UBOUT} UNPAVED SURFACEARS THREE REq-D. STEEL REFFFORCING R ayRS - - -- - .]DINT FULLER GROUT PAD DETAIL F py(piADE(} INCiN ENTER F rl - PA 0 RF C 11STED _ L p 3 4H VE S✓a RICE PAVED SUITABLE FOR USE m' 10 E ' "Tt•i' ��A� EMBEDDED IN CONCRETE I�, �p%j _ E L SQLI1lRE FOLRJDATION 51101MJ B EIECTAIGAL CONDUIT - SEE r 4 o-'<• �J• r 2_ 7. I- i ) n tr , COMTRACiF4R OV1MtETER DETAIL C _ J3 i7 Ivy (IN) ❑uuu. y `�j' _ [ YP.) p - • - 6O� q 39exaT�O EIGHT 0. I h y• EIGHT III•I I f -{ ALL GYTACK ER.LAPPINO �0+� fir$ s�p��q •i�� ON) E _ LaaCATia?N,° {Tiro 1 FPS f STY aOt _ _ r r •. ; 114' STEEL 8 �U j �✓� _ I - - -- a ELECTRICAL ' i{_H` Y[INJOIA7YL PLATE S�ONAL ELECTIRlCALCONOUI'T- I J- v ELE-CTRK'.AICORD UIT� -- - 7 n yOYAL SEE CONTRACT FOR DIABL 4 SEE CONTRACT FOR DIAM_ - a - 4� H., ELEGTC ONT CONTCO RACT FOR R SEE CONTRACT FOR DIAM. ° a• - _ :'+ HOLE (TYP•) -- _ ire. 1,�,,.„I s CWITFACTFOR DM. � �'d4 � _, �'•• � _... - � - Ile.k1. 1.,L � L I• - FIVE FEQ'D. �"1: '.tV 'e Y' 3m }•'ntT s-_+i•tt - ' °� ANCHOR EQLT ASSEMBLY - ' "• ` '' . n 1 1J2' r 1 irt' = 1° ANCHOR BGLi ASSF:IABL.'M ANCHOR EDLT �kPLATE ANCHOR BOLT ASSEM BL'J1 ,moo_ TWO REQ'O. PEF ASSEMBLY ANCHOR BOLT ASSEMBLY •� . - . s1 TYPE P5 TYPE '} RM STRAP EMPLATE - a - JI STRAP TEMPLATE - - -r4• BN] STEEL EAR {TVP.t TYPE PS, TYPE 1 RM t b_ a ANCHOR t1PLT TENPLIT£- W FB SIGNi4L STAFjDARD THREE TAt (IN1 SrEL BARS - I a - I- $ ^ THREE 114" (1H} STEEL aARs - r [IN) vuTDE ., -s Lave 8 FB SIGNAL STAWARD ANCHOR SOLI`3 - !1 TIND REQ'D PER ASSEMBLY ••. •�� - �. A 9- [INNJ BOiT CIRCLE TVA RECTD. PERASSEMBLY _� TWO REO)D_ PER ASSEMBLY R3 a04' (ILI) x30' 1N) FUIL THREAD - � - - FOUNDATION DETAILS 4 a � 2 tr CUR OYP.• u � FOUNDATION DETAILS THREE REO'D PEF ASSEMBLY 11 ;; ANCHOR BOLTS - n 3W (IN) x Zr (IM FULL I/ {!L 1I X4' (1N} x 3� PMl FULL r 8TRAF TEMPLATE DETAIL jW'(IN) DIAMLTER STEEL : WON) A wpi, FULL TFrttEAD STANDARD PLAN J-21.10-04 THREAD ANCHOR BOLTS - •rt• '�--E- THREA❑ANGHDR BDLTs - 2 • rr STANDARD PLAN J-21.10-04 HEAVY 1FX NUTS -- FOUR REQ'D. PER ASSEMBLY 2 1r7' CLR. ❑ ANCHOR BOLT TEMPLATE THREE REQ'D. PERASSEMBLY THREE RE4'0-PER ASSEMSLI` SQUARE r.1 SHEET 1 Of 2 SHE ET5 SHEET 2 OF 2 SHEETS FOUR REO'D. PER ANCHOR BOLT P 1R' aR d 3N.' (IN) DIAMETER STEEL 2.' _ 314' (IN) DtAMLTER STEEL $ 1!Y CLR. {TYP.) 5 3r4" ON) DIAM ETEIR STEEL OD HEAVY HEX HUTS - p APPROVED FOR PUBLICATION HEAVY IEx NUTS - �- -- 93 HEAVY }iE31 NUT'S - AFl°ROVEQ FOR PUP-IGATIRN FLAT AIASHERS - SQUARE -- FOUR REO'D. PER ANCHOR BOLT' 4 FnLNR REQ'D. P£R ANCHOR BOLT ,-„ ,... y FOUR REO'D. PER ANCHOR BOLT 2' - 0' FOUR RE4T3. PER ANCHOR BOLT AIL- ' rry lY-w 2' - T FLAT VW15Fi6i-5 + - W FLAT VASH ERG - ROUND n FLAT WASI4ERS - ILr]LIN>7 FOUR REQ•D P'ERANCHOR BOLT SrATRi111111 1rffilft l FOUR REO'D. PER AWHOR BOLT. FOUR REQ'O. F, ANGLIpR BOLT ELEVATION ELEVATIDR wmnirymn irrr owv� or Trans Common ELEVATION ELEVATION,�,� y� Dryer jT�„ ROUND CONCRETE FOUNDATION DIE TAIL FIXED BASE SQUARE CONCRETE ftDUMkTIONDETAL T!r ROUNDGONCRETE Foup"TIOn DETAIL SLIP BIBISE 5QUARECONCRETE FOUNDATICN DETAIL 19TENW Transportation Engineering NorthWest Transportation Planning I Design I Traffic Impact & Operations PO Box 65254, Seattle, WA 98155 1 Office (206) 361-7333 Project Contact: Chris Bicket, P.E. Phone: 425-250-5002 t;3 S,G` ONAL•"C� -d 07/18/2= FOUNDATION DEPTH "D" TABLE ALTERNATE # 1 DRILLED SHAFT -TYPE CONSTRUCTION FOR LATERAL BEARING PRESSURE = 2500 PSF & 0 ■ 341, 1500 PSF & 0 - 281, 1000 PSF & 0 - 26' GROUND SLOPE- 3H :1V OR FLATTER GROUND SLOPE - GREATER THAN 3H :1V TO 2H :1V ALLOWABLE LATERAL BEARING PRESSURE FOUNDATION TYPE XYZ (FP) ALLOWABLE LATERAL BEARING PRESSURE FOUNDATION TYPE XYZ (FT') 700 900 13M IM 1900 2300 26DO 30M 700 1 NO 1 1350 1 1500 1900 1 2300 1 2600 3000 1000 PSF T-0"ROUND 10'-0' 1a-0' IV-0" 11'-0' IS'-0' 18'-0" 20'-0" 2110' 1000 PSF T-O'ROUND SPECIAL FOUNDATION TYPE 3'-0'SQUARE V-0" 8-0" 9-D" W-0' to'-0' 11'-0' 12'-0' 12'-0' 3'-Or SQUARE SPECIAL FOUNDATION TYPE 4'-0"ROUND 8'-0" 8'-0" 9'-0" 9'-0' 10'-D' 11'-0- 12'-0" 12'-0' 4'-0"ROUND SPECIAL FOUNDATION TYPE 1500 PSF 3'-0"ROUND 8'-0" 8'-0' 9'-0" 11'-0' IT-0- 15'-0. 18,-0" 18'-0' 1500 PSF 3'-0"ROUND 11'-0' 11'-0" 17-0' 14'-0" 16'-0' 18'-0' 21'-0" 21'-0' 3'-0"SQUARE r-o" T-0" T-0" 8'-0" 8'-o" 9'-0" 10'-0" 10'-0" 3'-0•SQUARE 10'-Or 1G-0' 10'-0' 11'-0' 11'-D- tY-0" 13'-0" 13'-0' 4'-0"ROUND T-O" T-0" T -o- a' -o- a--0" 9--O" to--o- 10'-0' 4'-O-ROUND 10'-D' to'-0" 10'-0' 11'-0" 11'-0' 17-0' 13'-LT 13'-0' 2500 REAT OR GREATER 3'-0"ROUND w-0' 6'-0' T•a- B'-0' 9-0" 1 11'-0" 16,-0" 16'-0' 2500PSFT- OR GREATER 3'-O'ROUND 9'-O' 9-0' IW-0' 12.0' 12'-0" IV-0" Is'-0" 18'-0- 7- 0' 6'-w u-(r u-D" T. it, T-o" T-0' 8'-0" &-0" O'SQUARE T-G" 9'-0' 9'-0' B'-0' 10'-0" 10'-0' 11'-0" 11'-0' 4'-0'ROUND I V-0' 6'-0' 1 6'-D• T-0- T-0" T-O- 8' 0" v -o- 4'-O'ROUND 9'-0' 7-0' 9'-0" 9'-W 10'-0' 117-0' 11'-0" 1V-0' ALTERNATE # 2 CORRUGATED METAL PIPE TYPE CONSTRUCTION FOR LATERAL BEARING PRESSURE = 2500 PSF & 0 = 23', 1500 PSF & 0 = 18', 1000 PSF & 0 = 17• GROUND SLGPE- 3H : IVOR FLATTER XYZ IFT-) GROUND SLOPE - GREATER THAN 3H : 1V TO 2H : 1V ALLOWABLE LATERAL BEARING PRESSURE FOUNDATION TYPE ALLOWABLE LATERAL BEARING PRESSURE FOUNDATION TYPE XYZ (FT-) TOa 7 900 1360 ISM 1900 2300 29DO 3000 7a0 1 an I 1360 I 1ti00 1 1900 1 2300 1 2600 3000 1000 PSF Y-0"ROUND to'-0" 10'-0" ll'-0" 16-0' 20'-0' 25'-0" 28'-0" 28'-0' 1000 PSF T-O-ROUND SPECIAL FOUNDATION TYPE 4'-0"ROUND 8'-0" 8'-0' 8-0' 12-0' 13'-0' 14'-0" 15'-0' 15-0" 4'-D'ROUND SPECIAL FOUNDATION TYPE 1500 PSF 3'-WROUND 8- 0" 8-0' 11'-0' IS!-0' 18-0" 21'-0" 25'-0" 26'-O' 1500 PSF 3'-O'ROUND 11'-0' 11'-0' 14'-0' 18'-0• 21'-0" 24'-0' 28'-O' 23'-0' 4'-0'ROUND T-0" T-0" T•0' 8'•0" 10'-0" 13'-0" 15'-0" 15-0" 4'-0"ROUND 10'-0' 10'-0" 10'-0' 11'•0" 13'-0' 18'-0' 18'•0" 18'-0" 2500 PSF OR GREATER 3'-0"ROUND V-0' B-O" 7-0" 1Y-O' IY-0' 18'-0" 20'-0' W-O' 2500 PSF OR GREATER X-O'ROUND 9'-0' 9'-0' IV-0' 14'-Cr 16'-Cr 21'-0' 2Y-0' 23'-0- 4'-0"ROUND 6'-0" 8'-0" I V_(r I & -(r I T-0. g - a- 9'-0' 9'-0• 4'-0-ROUND I 9'-0' 9'-(r I 9'-0' 9'-0' I 10'-(r I 12'-0' 17 - 0*1 12'-0' SURVEYED: I SCALE: DESIGNED: JLS DRAWN: JLS ONE INCH CHECKED: AT FULL SCALE GMD IF NOT ONE INCH N 0 . REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY CTB • CITY OF ' RENTON NAW Planning/Building/Public Works Dept. T-399116 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TRANSPORTATION OPERATION ,sat, 11 cbarnes 09/19/2018 ' TRAFFIC SIGNAL PLAN - WSDOT DETAILS UW MEDICINE - VALLEY MEDICAL CENTER TALBOT ROAD INTERSECTION UPGRADES 400 SOUTH 43RD STREET RENTON, WA 98055 DATE: 7/18/18 FIELDBOOK: PAGE: TS5.02 SHEET: 16 OF.1 7 00 M M O O C) I T J CD n� C ) I- z W 2 W O n� I.SL III` z O I- U 'W V ) Ir W I- z 0 z rz /VD VJ U_ LL LL I- O O W I- rr W z W U J Q U_ 0 SW NIL LU J J Q V ) z 5W G W O r a_ L z O I- U �W V J rr W I- z 0 z z �(3 V ) U_ H LL rr 0 Q O oC O W/ I- rr W I- z W U U_ 0 w LLI Q z J U- TRAFFIC SIGNAL PLAN - FOR DETAILS UW MEDICINE; - VALLEY MEDICAL CENTER TALBOT ROAD TRAFFIC SIGNAL AND INTERSECTION IMRPOVEMENTS 3" (IM PIPE CAP NOTES 3" (IN) PIPE CAP 1. See Standard Plan J-20.26 for Accessible Pedestrian Pushbutton details. TOP OF POST � STAINLESS STEEL 2. Where shown in the plans. install plaque R10-32P PUSH BUTTON FOR 2 SECONDS FOR EXTRA FLAT WASHER (TYP) - --- P p q ( ) �� TOP OF POST CROSSING TIME" above the Accessible Pedestrian Signal (APS) assembly. Add 14" (in) to post THREE 1J4" (IN) STAINLESS _ =+L f - height to accommodate plaque and leave a 2" (in) space between signs. STEEL HEX NUTS I f `;�, *� 2 # 4 (TYP) TOP OF POST -� T (IN) PIPE CAP NOTES 1/4" (IN) • 1 1/4" (IN) LONG GROUNDING CONNECTION - I 3. Mounting distances vary between manufacturers. See manufacturers recommendations for mounting information. _ 1 SeP Standard Plan J-20.26 for Accessible Pedestrian Pushbutton details. LJ STAINLESS STEEL SEE DETAIL AT LEFT (i c THREADED STUD -- ; 4. Junction Box serving the Standard shall preferably be located 5'- 0" (19 - 0" Max.) from the Standard �#4 0 2. Where shown in the plans, install plaque (R10-32P) "PUSH BUTTON FOR 2 SECONDS FOR EXTRA EQUIPMENT GROUNDING _- ; --- GROUNDING CO NECTTION- I CROSSING TIME" above the Accessible Pedestrian Signal (APS) assembly. Add 14" (in) to the PPB past height to DETA POST CONDUCTOR 10 accommodate plaque and leave a 2" (in) space between signs. EQUIPMENT GROUNDING WALL - )-- CONDUCTOR AND FULL CIRCLE �aI ACCESSIBLE PEDESTRIAN m 3. Mounting distances vary between manufacturers. See manufacturers recommendations for mounting information. CRIMP -ON CONNECTOR - CRIMPED ---" FIELD DRILL AND TAP FOR '{� O L I � SIGNAL (APS) ASSEMBLY 4. Junction Box serving the Standard shall preferably be located 5' - 0" (10' - 0" Max.) from the Standard. WITH A MANUFACI URLR'S ` 114.20 THREAD BOLT (TYPJ w T"-' - ACCESSIBLE PEDESTRIAN I• oOo A RECOMMENDED CRIMPER 5. Supplemental Grounding Conductor shall be non -insulated #4 AWG stranded copper and shall be clamped to vertical rebar 1/9 * _ , _ _ A g SIGNAL (APS) ASSEMBLY i n - - with a connector suitable for use embedded in concrete: Provide 3' - 0" min. slack. Attach to pole grounding stud with a full - = r N FIELD DRILL AND TAP FOR i circle crimp -on connector (crimped with a manufacturer recommended crimper). GROUNDING CONNECTION t WELD STUD TO POLE WALL TO he } W DETAIL MAXIMUM EXTENT POSSIBLE 1/4-20 THREAD BOLT ) w o (112- (IN) MINIMUM WELD) L'r--�;) a 10- (IN) OR LESS DESIRABLE - }m O : ' O 5/B" (IN) DIAMFTFR ==' •? .,••� 18" ON) MAXIMUM r� z HOLE (TYP.) �' - � - - - - •��, Y, 2�5 2 12" CLR. 9 111• T - - OF PUSHBUTTON 1/4• (IN) STEEL PIPE CAP 1/8 of z (TYP.) 1/2' (IN) STEEL -A� a TOP OF POST STAINLESS FLAT WASHER S STEEL `n _ 1 1%j' (IN) DIAMETER PLATE • (IN) DIAM. �(\ HOLE 5'8" (IN) DIAMETER ` 1' - 6" E HOLE t7 SQUARE 5/HOLE DIAM. N 5I8 (IrJ) IxAM 5/8" LEIN) DULM. In � (TYP.) --_� � HOLE (TYP.) m PLAN VIEW pp HOLE 1 ,• POST DETAIL O 6" (IN) DIAM _ O w 114" (IN) • 1-114" (IN) LONG Q Z BOLT CIRCLE b STAINLESS STEEL O J O W O , r POST WALL THREADED STUD ,emsyg,6"(IN) DIAMETER {\] d 'DCHA/MFnEP) 1 #qmp)P= J P-ON O NNECTOROR AND F CRAMPED STEELHPX(NUTSIAINLESS BOLT CIHCLL +` 1/4" (IN) STEEL 8" (IN) DIAM. yyTH A MANUFACTURERSEQUIPMENTT GROUNDING CONDUCTOR=EDGE OF 3' (IN STEEL PIPBOLT CIRCLECRIMP-ON CONNECTOR -CRIMPED ---- - PLATE /' FINISHED 44 - 1 72' 3 9/18" (IN) DIAM. 3' (IN) STEEL PIPE r ) RECOMMENDED CRIMPER c SIDEWALK (SCHEDULE 40) PEDESTRIAN PUSHBUI ION POST - % fo GRADE HOLE (SCHEDULE 40) d CLR. GROUNDING CONNECTION DETAIL 3" STEEL PIPE (SCHEDULE 40) CONDUIT COUPLING - INSTALL FLUSH to ANCHOR BOLT TEMPLATE 1 WELD STUD TO POLE WALL TO MAXIMUM EXTENT WITH TOP OF FOUNDATION (DO NOT = ^ �_ _ BASE PLATE DETAIL POSSIBLE -1/2" (IN) MINIMUM WELD ANCHOR BOLT TEMPLATE GLUE PVC STUBOUT) �1-"Ti i CONFIGURATIONS VARY AMONG DIFFERENT MANUFACTURERS O I � � TOP OF EQUIPMENT EQUIPMENT GROUNDING 7" OF FOUNDATION I = J- rI1 1. b SIDEWALK I GROUNDING CONDUCTOR 3W' (IN) CHAMFER (TYP.) OP II I CONDUCTOR BASE PLATE ASSEMBLY TOP - 518" (IN) DIAMETER r • I n I i I I I ' I 3116 12" (IN) DIAMETER STEEL HEAVY HEX NUT, WITH HOl F (TYP) �y PREMOLDED Rit-n* - 1/2" (IN) FLAT WASHER, TWO EACH REQUIRED PER JOINT FILLER 2 1R• (IN) CLR. ' I • I I 12" (IN) STEEL BASE PLATE ANCHOR BOLT - MINIMUM OF TWO THREADS ABOVE TOP OF II I TOP OF NUT OR 5/8" (IN) MAXIMUM (TYP.) FINISHED GRADE N (TYP.) IF II II �PREMOLDED JOINT FILLER 8" IN DIAMETER Q FINISHED �I SIDEWALK II II GROUT PAD - INSTALL ( BOLT CIRCLE t v tl i ii i _^ 1/Y (IN) BASE FM.ATE- AFTER PLUMBING N -_ . I. a GRADE II I --Q2 # 4 (TYP.) SEE DETAIL STANDARD 1114 (TYP.) 3/8' (IN) DRAIN TUBE 11 I I i I I B •', J - I i� x}�^ ANCHOR BOLT TEMPLATE ASSEMBLY �+ TOP OF CURB �'.," "T • • 15 ANCHOR BOLT TEMPLATE - TWO REQUIRED J - CONDUIT COUPLING -INSTALL !' D j. TON) ONSTUBOUT JOsep�i 12" (IN) . 24" (IN) FULL THREAD ANCHOR "'i" FLUSH WITH TOP OF FOUNDATION. - O OF 71A8NA 1 ANCHOR BOLT TEMPLATE ASSEMBLY - (DO NOT GLUE PVC STUBOUn Y -/ ,OS�p� BOLTS^FOUR REQUIRED - O 4`�' '�C 3 g/16•' (IN) (7y ANCHOR BOLT TEMPLATE - TWO REQUIRED �•' i, 'I il� II t t/2`CLR TOP OF SECTION O •P DIAMETER ��cc..// ELEVATION (, DF MASj/A1 V (IN) DIAMETER 1/2" (IN) DIAM STEEL HEAVY HEX NUTS - i (TYP.) SIDEWALK Z - > C 7 HOLE - - tO 112" (IN) • 18• (IN) FULL THREAD ANCHOR BOLT - nO `n'��' ''-.:4� tey� •yr ELECTRICAL CONDUIT FOUR REQUIRED PER ANCHOR BOLT -+ �-F. - - •-� FOUR REQUIRED PER ASSEMBLY ;v >• r FLAT WASHERS - FOUR L ^Y, REQUIRED PER ANCHOR BOLT3sezo O R� P I 712` (IN) DIAMETER STEEL HEAVY HEX NUTS - �� .1 1' - s^ ••� 1r2" IN 3" (IN) STEEL PIPE o FOUR REQUIRED PER ANCHOR BOLT E- y SQUARE n II I �`4f IS % Gar ( ) -� (SCHEDULE 40) ' - - - "'-c-J--- P •o Q. n u JOINTFILLERS�ONAL E� STEEL PLATE BASE PLATE DETAIL FLAT WASHERS - FOUR REQUIRED P to . I• I II PER ANCHOR BOLT O q 39620 O SECTION O is II ,f. �0 �, n ANCHOR SOLT I',ulvr. r„I BASE PLATE ASSEMBLY - pA F CJ STEM �` '1 n ii TEMPLATE ASSEMBLY EQUIPMENT GROUNDING • , p I F G REINFORCING STEEL BENDING DIAGRAM - CONDUCTOR WITH (IN F DIAMETER STEEL HEAVY HEX NUT. J B - � i WITH FLAT WASHER, TWO EACH a COMMERCIAL CONCRETE ONAL � 'TT" � 2 #q (TYP.) � ACCESSIBLE PEDESTRIAN 3116 REO'D PER ANCHOR BOLT - MIN • SEE STD. SPEC.e-oT.1(2) PUSHBUTTON WITH OF TWO THREADS ABOVE TOP OF _ aria% !col.'' , '`I I FOR BENDING DIAMETERS I STANDARD PLAN d 20.11-02 NUT OR 5rB- (IN) MAXIMUM (TYP) 135• CURB = ACCESSIBLE PEDESTRIAN HOOK m t. to - (TYP.) 1 6" 1' (IN) DIAMETER SHEET 1 OF 2 SHEETS GROUT PUSHBUTTON POST (PPB m #a ELECTRICAL INSTALL AFTER 1" (IN) DIAMETER N I2) # 4 \� APPROVED FOR PUBLICATION PLUMBING STANDARD > AND FOUNDATIO i CONDUIT ReEurmN,raao 3J8'(IN)C .tom - ELECTRICAL g 1'_6• ��_ ��,[.� +I•nozola�aora DRAIN TUBE coNDulr _ _ STANDARD PLAN J-20.10-03 \�� `P' 6 1 - 6" _ _ _ _ ---- - --- 1' - 1" ELEVATION STAIEDESIGN ENGINEER SHEETIOFISHEET DIMENSIONS ARE OUT TO OUT \ PERSPECTIVE VIEWw•ahlgeescareD.p•nm.merTmnapertaxa > . • _ M ---- TYPE PPB STANDARD DETAILS - ' • a SOl1ARE _ ----- APPROVED FOR PUBLICATION IL 0 2" (IN) PVC STU13OUT T� N" ID 1ou 1 iN rnt 0 0 FOUNDATION DETAIL - - - �- STATE DES" ENGN6ER p AML " DETAIL PERSPECTIVE VIEW " - J WashinWon Stan D"m rd of TmnonnsportaAO - LOOP SEALANT LOOP SEALANT LOOP SEALANT NOTES SEE DETAIL "B", (PER CONTRACT OR (PER CONTRACT OR (PER CONTRACT OR -50.15, JUNCTION STANDARD PLAN JSEE DETAIL"A TOP OF EXISTING AS APPROVED BY AS APPROVED BY AS APPROVED BY 1. Fill the conduit trench to the bottom of the existing BOX JUNCTION STANDARD PLAN JS0.15, PAVEMENT OR ) THE ENGINEER) THE ENGINEER) or new surfacing with CSTC, sand or controlled SHEET 2 THE ENGINEER TOP OF EXISTING PAVEMENT BOX SHEET 2 LEVELING COURSE OR LEVELING COURSE (-NQUI.T - 6q CONDUIT_ _ _ OF NEW PAVENENT OF NEW PAVEMENT density fill. Sea Standard Specifications SEE ENTRANCE SAWCUT 2 2 Section 2-09.3(1)E, DETAIL -THIS SHEET (TYP.) EDGE OF SHOULDER BUT 'i SAWCUT _ 1/4' VNDE 1 SAWCUT 2 Minor Regional variations are allowed in the soft op-__________________________________________________ p pocket closure. Consult with the Engineer or see j LEAD-IN SAWCUTS SHOULDER EDGE OF LANE 2" (IN) LONG HIGH TEMP O O +�1 Y ON) LONG HIGH TEMP U O 2" (IN) LONG HIGH TEMP o the Contract for additional requirements. z (TYPJ S w BACKER ROD BACKER ROD w 3 u C 24" OM CTRS. e; BACKER ROD O F j U F 3 • ,� . Conductors shall be snug to the bottom of the y a i za (IN) S. N + _ za (IN) cTRs. y ; u sawcut. High temperature backer rod shall be w C o? a c�i 0? c u f o Q snug to the conductors and sides 0 cut Ryp) 5 gip) w i o w a 10 o z `)I ;, o z 4. Fill the sealant to within 1/8" (in) to 3/16" (in) from _ �' o N = i w m LOOP LEAD4N WIRES. • w top of saw cut. 4a 3'-0' w a Ei _ O H o (RS nP) z = SEE ENTRANCE (n,P) LOOP WIRE - o O LOOP LEAD-IN WIRE ^ o u TWISTEDMAX. 3 PAIRS • wa O 5. Se Standard Plan J-40.10 for additional Junction g " SAWCUT DETAIL - MAX. 4 WIRES z 4 THIS SHEET (TYP.) ONE TWISTED PAIR Beox details. ------------_ o ----- CIRCULAR SAV---- T (TYP.) ---------- '--------------------_A-----------------------'--'--'---------- ''--' NOTES 6. See Standard Plan J-50.05 for splice details. --- I A c r� CIRCULAR SAWCUT (TYP.) 3 111H 8' - 0' DL4M. (TYP.) c1 w > A 1 For Installation Notes and Details see Standard Plan J-50.15.PAZ Z 6 - 0" DIAM. (TYP.) g 2. For Sections A, B, C, and D, See Standard Plan J-50.15. 3. All of the loop lead-in wires shall - •� a -- -o- - SECTIONS A AND B FROM �A\� STANDARD PLAN JSD.10, � SECTION \ / JS-.11,ORJ-50.12 SECTION nB SECTION PVC CONDUIT SIZING TABLE LOOP LEAD PAIRS 1 - 4 5 - 10 11 -16 17 - 22 23 - 28 �OF CONDUITS 1-2" 2-2" 3-2' 4-2" 3-1 return to the Junction Box. ADD 1/16• (IN) TO THE SAWCUT 4. For Splice Detail, See O FOR IMSA 51 -7 CONDUCTORS 6'-0' 8'-0" 6-0" 8'-0' 6'-0" 6-_0• STATION# Standard Plan J-50.05. OADD 1 IS- (IN) TO THE SAWCUT PLAN SEE CONTRACT MATCH EXISTING 2 FOR IMSA 51.7 CONDUCTORS TYPE 3 STOP LINE LOOPS TYPE 3 ADVANCE LOOPS 5. For Loop numbering Layout Details, EDGE OF PAVED SHOULDER (SHOWN) r PAVING MATERIAL see sheet 3. OR EDGE OF EXTRUDED CURB I SAWCUT EXISTING OR EDGE OF GUTTER PAN LOOP STUB -OUT SLEEVE (1/4" (IN) TO 112- (IN) PAVEMENT (BOTH E STA.NDARD JUNCTION OR EDGE OF TRAFFIC BARRIER BELOW TOP OF ASPHALT) 6. For additional Induction Loop Details, T) JUNCTION SIDES OF TRENCH) TRENCH WIDTH BOX 1'-0"APPROX. BOX see Standard Plan J•50.15. FULL DEPTH TO. SPEC. b20.3(5) SEE DETAIL "A", TOP OF EXISTING SPLICE- LOOP LEAD-IN WIRES- SAWCUT SAND _ STANDARD PLAN J-50.15, PAVEMENT OR SEE NOTE 6 TWISTED PAIR C• SHEET 2 LEVELING COURSE MATCH EXISTING EDGE OF SHOULDER CONDUIT EDGE OF LANE OF NEW PAVEMENT PAVING MATERIAL v 1'. . EXISTING PAVEMENT LEAD-IN SEE ENTRANCE t JOSEp� M < JOSEp�, SAWCUTS(TYP.) DETAIL -THIS SHEET (TYP.) W f( O •. CONDUIT END BELL O OT pASyJ C 4Q ACA 9 DETECTOR LEAD-IN O -9 m BUSHING, SEAL WITH O VqZ kT 9 CIRCULAR SAWCUT W "�•� ��'- gy P ��.. CABLE ..�. O O SOFT DUCT SEAL 4V 3 -� LEAD-IN SAWCUT T `"1 m w F _, P" (TYP.) Z f/ F, - _ „� i < POCKET CSTC, SAND , .a _ Q- a OR CONTROLLED •o z , CSTC, SAND u DENSITY FI_L y (TYP.) , O 39azo O w OR CONTROLLED CRUSHED SURFACING fn tD O O 3e820 O <v g = LOOP SAWCUT +a' $e RE CENSITYFILL rl '7' RE'C BF' '� N O LOOP LEAD-IN WIRES - F I S T% o I CHISEL OUT 11W (IN) TO 12" (IN) CORNER �J•SV ONSAI. 8` ',' ~ TWISTED PAIR SS�ONAL b�yG ---- �------------- ---------------------• w ) REMOVE PAVEMENT TO SAW- i LEAD-IN i CUT DEPTH AND FILL o- CONDUIT B A I SAWCUT WITH SEALANT (TYP.) Bailey.Ted SEE SI C GDTABL'E TO CABINET LEAD-IN I i Jul I E 2017 9:56 AM CONDUIT Jul 1182017 9:57 AM z CONDUIT yy SL' i 90• I CENTER OF LOOP AND TYPE 3INDUCTION LOOP TO LOOP TIC CONDUIT INDUCTION LOOP DETAILS 6 - 0" DIAM. (TYP.) I I VEHICLE LANE z' -o" STANDARD PLAN J-50.12-01 L 50' LIAXIMUM DISTANCE STANDARD PLAN J-50.15-01 SEE STUB -OUT CONDUIT PLACEMENT DETAILS SHEET 1 OF 3 SHEETS SHEET 1 OF 3 SHEETS APPROVED FOR PUBLICATION JUNCTION BOX PLACEMENT LEAD-IN CONDUIT SECTION APPROVED FOR PUBLICATION 6 - 0" B' - 0' 6' - 0' c.mn,u•i.a SEE NOTE 5 MAX. 50 FT POCKET SECTION e•'°"'"•a`" 3:!'ui.! 1"fl11Ha-la nM t,;(�'�/ lW S+NOa tlAA1 PLAN Agib, STATE DESIGN ENGNEER SECTION OD SECTION O STATE GESIGN ENGNEER TYPE 3 SAMPLING LOOPS ENTRANCE SAWCUT DETAIL Vr,, waahle•+•n slot, D,p•T+••e+el TTen•penerleG wmldna+•R slot. D.pe +m.nf eflmnapn c+ien 19TENW Transportation Engineering Northwest Transportation Planning I Design I Traffic Impact & Operations PO Box 65254, Seattle, WA 98155 1 Office (206) 361-7333 Project Contact: Chris Bicket, P.E. Phone: 425-250-5002 07/18/2= REVISION SURVEYED: DESIGNED: JLS DRAWN: JLS CHECKED: GMD BY DATE APPR APPROVED: CTB SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY C TY OF U-Il lkalg RENTON Planning/Building/Public Works Dept. T-399117 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TRANSPORTATION OPERATION cbarnes 09/19/2018 TRAFFIC SIGNAL PLAN - WSDOT DETAIL UW MEDICINE - VALLEY MEDICAL CENTER TALBOT ROAD INTERSECTION UPGRADES 400 SOUTH 43RD STREET RENTON, WA 98055 DATE: 7/18/18 FIELDBOOK: PAGE: DRAWING NO: TS5.03 SHEET: 17 OF: 00 M C) O J O LO O I yd- A./) I- z W 2 w O L.L z O U w W I- z 0 Gz/' CzrtJ V U_ LL LL I- O I- O In Q I- W z LLI U J Q U_ 0 5w G LLI `Q