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Home My WebLink AboutzT-2691SetFILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROD. ENGR, REGIONAL ADM. BEGIN CONSTRUCTION w SR 16? MP 24.59 El 67 1 ,. ✓+ice" ✓•�N •�'n• N ",,.' C:\ Work\ ProjectWisel6TJV00021dms022681BT 9:04:39 AM 8/19/2010 dlo M. WALTON S. WHITE P. GRIDDLE Q AS -BUILT L. HODGSON A IFC I NA bly" PROFILED PLASTIC LANE LINE Q To ■ Rm Em, WmMm EDGE LINE Qi'ii PLASTIC HOV LANE SYMBOL . Q 0 { S. Fy ` a.i � PLASTIC WIDE � � .,.w .,.v ..w, ...,". Vw µ .•w. ° r•. LANE LINE PROFILED it � DOTTED WIDE 4 „, _ ,,,,,,w ,,, .w PLASTIC µrr wW { «•7w ,. ,,,,,,., .w,w ,,.. _,.,,,w .^" "" ,,,,,,w w.w, .,w..w •.» w'" s /,,:�f „„ t� - ,,,,,,, w All ANI 1 { w - UN w w A w. GA Y.T w., w w.....w. ww d..z , ......... .......... .......... ,.w...... ww „ �N w" .1 LQ { E167 11067+ 09.26 � BEGIN 81.7.1 LAN E TAPER (46.001 T L) ......... .... .w..., .,,..,... 3,K /:,..1 xti w" �,3 i' R END 7 (71.29' LT) BEGIN 163.4:1 HOV LANE TAPER (21. 22. T) E167 11066 +98.12 BEGIN 4(71.29' LT) MATCH HOT LANE CHANNELIZATION w,... F BEGIN 2 (98.12' LT) BEGIN 326.8:1 SHOULDER TAPER (10.00' LT) { £ } }; ► �� MATCH EXISTING BEGIN 7 10.00' LT of ) {t BEGIN 108.9:1 LANE TAPER (34.00' LT) { ► f �b�, =�ri �� BEGIN 4 (45.00' LT) =f� «i2 BEGIN 4 (21.33' & 22.67' LT) N BEGIN 1 (34.00' LT) _ f , \D 1 7 BEGIN 20:1 RAMP TAPER (77.24' LT) s 4 pp � t.� ,t / � � � \ \ ,V* •tip /\ � L,t•� SEE NOTE 4 �y 0 El 67 11066 +46.34 w w 0 ,. w. _,.... w _ w. ,,... w / ; LT BEGIN T(84.001 ) - 1 /y.. _ ..... ......... .... .... ..... ....... MATCH EXISTING ., ..., r _ 2 ........ .......... .......... .._.......,,.« w, «.., ....... ,w_ .. ,.,,,.... ......w, ......... .....,,,_ 8. w w -• FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROD. ENGR, REGIONAL ADM. BEGIN CONSTRUCTION w SR 16? MP 24.59 El 67 1 ,. ✓+ice" ✓•�N •�'n• N ",,.' C:\ Work\ ProjectWisel6TJV00021dms022681BT 9:04:39 AM 8/19/2010 dlo M. WALTON S. WHITE P. GRIDDLE Q AS -BUILT L. HODGSON A IFC I NA bly" S _MK 167- AB.dan REGION STATE NO. 10 WASI JOB NUMBER 716110 MS CONTRACT NO. 3/14/08 JS 0-7295 REVISION DATE BY T = 269101 tiS M. ST, Jo FED.AID PROJ.NO. ,�� of WAsy yy� o A LOCATION NO. t� �v DAIE P.E. STAMP BOX b 167 11070+42.41, P.E. STAMP BOX DATE ■ .— wr_...•._ RETAINING WALL GUARDRAIL AdW BARRIER i INI R 'AT VAPmr Washington State Department of Transportation oft Corridor rro"rarn ,4iO5 Q V DAVID EVANS I1.FINGER BERGER ANOASSOCIATESiNc. 415 -118th Avenue SE Bellevue Washington 98005 -3518 Civil Inc. Phones 425.519.6500 TRI -STATE CONSTRUCTION, INC Cywvcat Cunt%adw4 i so 100 SCALE IIII_ DEVIATIONS NON STANDARD LANE BALANCE ANX GORE WIDTH APPROVED 1 PROFILED PLASTIC LANE LINE Q PROFILED EDGE LINE Qi'ii PLASTIC HOV LANE SYMBOL . Q PROFILED PLASTIC WIDE „w PROFILED fC1 r•. LANE LINE PROFILED PLASTIC DOTTED WIDE 4 PROFILED PLASTIC YELLOW EDGE #, s - #f S _MK 167- AB.dan REGION STATE NO. 10 WASI JOB NUMBER 716110 MS CONTRACT NO. 3/14/08 JS 0-7295 REVISION DATE BY T = 269101 tiS M. ST, Jo FED.AID PROJ.NO. ,�� of WAsy yy� o A LOCATION NO. t� �v DAIE P.E. STAMP BOX b 167 11070+42.41, P.E. STAMP BOX DATE ■ .— wr_...•._ RETAINING WALL GUARDRAIL AdW BARRIER i INI R 'AT VAPmr Washington State Department of Transportation oft Corridor rro"rarn ,4iO5 Q V DAVID EVANS I1.FINGER BERGER ANOASSOCIATESiNc. 415 -118th Avenue SE Bellevue Washington 98005 -3518 Civil Inc. Phones 425.519.6500 TRI -STATE CONSTRUCTION, INC Cywvcat Cunt%adw4 i so 100 SCALE IIII_ DEVIATIONS NON STANDARD LANE BALANCE ANX GORE WIDTH APPROVED 1 PROFILED PLASTIC LANE LINE Q PROFILED EDGE LINE Qi'ii PLASTIC HOV LANE SYMBOL . Q PROFILED PLASTIC WIDE 0 PROFILED PLASTIC r•. LANE LINE PROFILED PLASTIC DOTTED WIDE 4 PROFILED PLASTIC YELLOW EDGE 1 I= or, NOTES: 1. SEE SHEET MKDI FOR TYPE 2 RPM PLACEMENT. 2. PLASTIC FOR PAVEMENT MARKINGS SHALL BE METHYL METHACRYLATE (MMA). 3. SEE STANDARD PLANS M-20.20-01 FOR PROFILED LINE DETAIL. 4. SEE SHEET MKD2 FOR GORE AREA DETAILS. 5. SEE DRAINAGE DETAILS FOR DRAINAGE MARKING SCHEDULE. 6. AERIAL SURVEILLANCE MARKERS PER STANDARD PLAN M-24.60-02. 7. SEE SHEET MKDI FOR HOT LANE PAVEMENT MARKING DETAIL co N co v- )•- Lu tuu Zco Mum Lu w 4cc LEGEND: RETAINING WALL GUARDRAIL BARRIER EDGE OF PAVEMENT 12 12• 129 12.3i, 1.33• - DEVIATIONS NON STANDARD INSIDE SHOULDER WIDTH APPROVED 10-25-07 I PAVEMENT MARKING LEGEND I PROFILED PLASTIC LANE LINE Q2 PROFILED PLASTIC WHITE EDGE LINE 03 PLASTIC HOV LANE SYMBOL (1000' SPACING) SEE NOTE 7 To 23 N., R. 5 E., W.M. pF DO I' p E167 11096+00.00 END .001 LT) BEGItr(9.00'LT) -Z :zz ----------------- 44 nac zz LIN ZZ: # - EDGE OF 11777TITI'� PAVEMENT -7mllz7771 DETAIL ON SHEET RWDI PROFILED PLASTIC WIDE LINE O5 PROFILED PLASTIC DROP LANE LINE PROFILED PLASTIC DOTTED WIDE LINE IL PROFILED PLASTIC YELLOW EDGE LINE SEE NOTE 7 To 23 N., R. 5 E., W.M. pF DO I' p E167 11096+00.00 END .001 LT) BEGItr(9.00'LT) -Z :zz ----------------- 44 nac zz LIN ZZ: # - EDGE OF 11777TITI'� PAVEMENT -7mllz7771 DETAIL ON SHEET RWDI U (17.00v LT) ' ' (-j� - r. POP dw IL U (17.00v LT) ' ' (-j� - r. 11 0 N r � r � P• t0 � W W LLJ W = Z � J W W U Q Tm 23 r Nmj Em, Wm'Mm �.. ✓4 7777, F E167 11103 +66.00 s k. FILE NAME TIME PLASTIC DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROD. ENGR. REGIONAL ADM. CftWorklProjectV 3:49:30 PM 8/12/2010 dlo M. WALTON S. WHITE P. CRIDDLE L.HODGSON D. DYE T- 269104 AIATCC • DEVIAlIONS RETAINING WALL GUARDRAIL BARRIER 0 60 100 SCALE I FEET n13 • SOUTHBOUND ` • 777 APPROVED 4-9-08 PAVEMENT MARKING LEGEND PROFILED PLASTIC PROFILED PLASTIC a PROFILED PLASTIC Q PROFILED PLASTIC DOTTED PROFILED PLASTIC YELLOW EDGE LINE ti E_167 1111_8 +65.00 END 6 (24.00' LT) BEGIN ®(24.00' LT) O to Tm ,vm v V 'r W W W W = Z co) .J W W = V3 V E-- Q E167 11121+61.00 END 70:1 SHOULDER TAPER (9.00' LT) END 70:1 HOV LANE SHIFT (22.00' LT) END 70:1 LANE SHIFT (33.00' LT) END 70:1 LANE SHIFT (45.00' LT) END 70:1 LANE SHIFT (57.00' LT) T. 23 i T- 269105 W.M. GUARDRAIL BARRIER y i • I . T - f 50 100 SCALE • *14 l0w7fl-pirm n12 • STANDARD . • . WIDTH .---'! 10-26-07 n13 LANE WIDTH ON • APPROVED 4-9-08 PAVEMENT MARKING LEGEND PROFILED PLASTIC LANE LINE Q PROFILED PLASTIC HOV LANE Y: • L i i �.. PROFILED PLASTIC PROFILED o - -. . . DOTTED a PROFILED PLASTIC O O to ti tai O � Q , � ) ui W Z J Z t� 1- d T. 23 N., R. 5 E., W.M. FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. C :1WorkiProjectVi 3:49:36 PM 8/12/2010 dlo M. WALTON S. WHITE P. GRIDDLE L.HODGSON Dr DYE JV00021dms02268\BTJV0002 PS MK 167 -AB AS -BUILT NDC 91 - MAINT. PULLOUT NDC 61 -TAPER REVISION IFC T- 269106 LEGEND: RETAINING WALL GUARDRAIL BARRIER -. 1: 100 IN FEET 0 NON STANDARD INSIDE SHOULDER WIDTH APPROVED LANE WIDTH ON • • r SRI . APPROVED 4-9-08 PAVEMENT MARKING LEGEND 0 PROFILED LANE LINE 0 PROFILED PLASTIC WHITE EDGE a PLASTIC HOV LANE SYMBOL 100 -. q PROFILED PROFILED PLASTIC DROP LANE LINE Q' PROFILED YELLOW EDGE LINE li -4 T. 23 N., R. 5 E., W.M. t ?, I it 0 60 100 SCALE IN FEET it 11 t it 5- II it it +4& C 0, e7 i it 1 1 //'3\ A 40;* 4 0 it it 40b, FE It 100 th rf 1 j NB405-SB167 20+47.00 405-SBI67 16+00.00 I? BEGIN (1)(0.00') '4-y"/0EG!,N (0.00.) END (�)(0.00') V 111H BEGIN (15.00' RT) it i it 9 I t MAiCH EXISTING it H NB405 SB167 22+94.69 H it BEGIN 106.31 SHOULDER TAPER (23.48'RT) ',1I 0 t END 14:1 SHOULDER TAPER (23.48" RT) 2 LT 1 .11 \ t ; ill I i It 17+55, 6" S it i t t it E167A 10993+06.50 65, \9/'tt\ i /3\ END (4) {41.87' LT} it 1, 8 kli n 1 ii BEGIN (41.87' LT) is EDGE VV NB406 SB167 22+17.19 55, DGE OF it .... ..... P EM ENT 't \-_,BEGIN....-14:.tSI4,QULDER-"-- PAVEMENT t It 11 1, 1 i-A 0 TAPER.-J29,WRT)", EDGE OF it I it ' Ili 777777--W////41000� 55.E PAVEMENT t it I i; I t I It t I U it 1 E167A 10995+00.00 2 BEGIN E TAPER (38.00' LT) 8 it gun) or 141 8 + -- ... . .. ... ... .. r 10, To 'to 12' it 1 12' 241 _/ -- — — — — It Q_ _;_ �. -11r --\- _� ..'_'r' ....... .... .... ..... .. ...... ... ...... ...... f- 13' 13' - - - - - - - - - - 12' w -------- 10995 --- 11 - - .... ..... ... 41000 T_ L.1679A LANE - - - - - - - - - - - - - - - - - ...... ......... .. .......... ... ...... w LU 71/ .......... . .......... ...... ...... ....... ........ ........ .. .... ..... . . .......... w U) io SEE NOTE 4 ...... ..... . ..... z w UJ ll, it 1-0992+ft00 — - - - - - 3: BEGIN 46.21 HOV LANE TAPER (21.00, LT) E167A 10991+6,0.06"' . ... .. END (�)(21.00' LT) 6 7 4.001 LT) s -BEGIN,.,* 'LT) 7 -(21.00 it Ptl�k__60:1 LANE TAPER (32.00 LT) END CONSTRUC,17110H, E167A 10998+00.00 it t' t END 46.21 HOV LANE TAPER (8.00' LT) P SR 167 MP...i,76, 2"j 1, END 6 (8.00' LT) END 7 (8.00' LT) it El 67 10998+00.00101 1 END 2 (44.00' LT) it U ii it It It 'LT) END 1 (20.00 3 (1 it t' END 60:1 LANE TAPER (20.00' LT) END 50:1 LANE TAPER (44.001 LT) DEVIATIONS MATCH EXISTING A NON STANDARD INSIDE SHOULDER WMT14 NOTES: APPROVED 4-6-07 1. SEE SHEET MKD1 FOR TYPE 2 RPM PLACEMENT. LANE WIDTH ON SOUTHBOUND SR167 2, PLASTIC FOR PAVEMENT MARKINGS SHALL BE APPROVED 4-9-08 METHYL METHACRYLATE (MMA). 3. SEE STANDARD PLANS M-20.20-01 FOR PROFILED LINE DETAIL. PAVEMENT MARKING LEGEND V it 4. SEE SHEET MKD2 FOR GORE AREA DETAILS. PROFILED PLASTIC LANE LINE 5. SEE DRAINAGE DETAILS FOR DRAINAGE MARKING SCHEDULE. 6. AERIAL SURVEILLANCE MARKERS PER STANDARD PLAN M-24.60-02. PROFILED PLASTIC WHITE EDGE LINE 7. SEE SHEET MKD1 FOR HOT LANE PAVEMENT MARKING DETAIL Q PLASTIC HOV LANE SYMBOL (1000' SPACING} PROFILED PLASTIC WIDE LINE LEGEND: PROFILED PLASTIC DROP LANE LINE V RETAINING WALL PROFILED PLASTIC DOTTED WIDE LINE GUARDRAIL 7 F NE BARRIER 8 TYPE Y GUIDEPOST STD. PLAN H-1 'IV/aN TYPE W GUIDEPOST STD. PLAN H-1 FILE NAME C:lWorkIProjectW!selBTJV00021dms022681BTJV0002 PS MK 167-AB.dgn C)g. S. INTERSTATE Adw Washington State Plot 27 REGION STATE 0 TIME 10:48:11 AM NO. FED.AID' PROJ.NO. c, V W A slij, VrAf Department of Transportation 1-405 DATE 1111912010 MK7 PLOTTED BY d10 10 WASH LQSCorridor Program 1-5 TO SRI 69 SR 167 DESIGNED BY M. WALTON AS-BUILT / NDC 126 11119110 JMS -q JOB NUMBER 0 DAVID EVANS STAGE I -WIDENING SHEET ENTERED BY S. WHITE NDC 91 - MAINT. PULLOUT 10121108 JS AND ASSOCIATES mc. BILFINGER BERGER 415 - 118th Avenue SE 76 CHECKED BY P. GRIDDLE NDC 61 -TAPER REVISION 718108 PSC CONTRACT NO. LOCATION NO. Bellevue Washington 98005-3518 OF Civil Inc. Phone: 425.519.6500 PROD. ENGR. L. HODGSON IFC 3114108 JS `+ FM TRI-STATE CONSTRUCTION, INC. 168 -729 dATE DATE PAVEMENT MARKING PLAN SHEETS REGIONAL ADM. D. DYE REVISION DATE. BY P.E. STAMP BOX P.E. STAMP BOX I-- 9 I-- 11 9 11 _T1.71 Ere] 1: 11 Install new Type R1 induction loop vehicle detectors in speed -trap configuration per ITS Details ITD 10 -13 and Standard Specifications. 20 Maintain and protect ES -3348 cabinets transformer cabinet and foundation. 3o Install new Type 1 junction box per WSDOT Standard Plan J -11a and Standard Specifications. 4, Install new Type 2 junction box per WSDOT Standard Plan J -1.1a and Standard Spec ifi cat ions° 5o Install new pull box per WSDOT Standard Plan J -15a and Standard Specifications. Coil and rack a minimum of 50 -feet of each new cable installed in pull box. 6. Install pull box during interim, Coil 100 -feet of each cable installed in pull box for final installation. 7® Install new NMC PVC schedule 40 conduit. 8o Install new NMC PVC schedule 80 conduit. 90 Install conduit under the existing pavement using an approved directional boring method per Special Provisions° 10o Maintain and protect existing junction box. 110 Maintain and protect existing ull box, Coil 250 -feet of loop lead -in cable for final installation of permanent loops. See Interim roop Placement Details, 12o Maintain and protect existing pull box. Coil and rack a minimum of 50 -feet of each new cable installed in cable vault. 13o Maintain and protect existing cable vault. Coil and rack a minimum of 50 -feet of each new cable installed in cable vault, 14® Terminate 1 -36 SMFO cable and 1 -12 SMFO cable in the termination anel of the fiber optic terminal cabinet installed by others. Land all fibers as directed by WSDO ITS engineer using factory - connectorized FC -UPC connectors. 15o Install foundation per Cabinet Foundation Details on ITD 22 and ITD 1 -2 in Design Package 45 and Standard Specifications. 16o Terminate the 1 -12 SMFO and the 1 -6 SMFO in a new 36 port SMFO patch panel. 17o Install new 48OV- 120/24OV, transformer and cabinet for ITS equipment per Transformer Details ITD 20 and Standard Specifications. See Illumination Sheets for continuation of power. 18o Install new RuggedCom RMC30 Serial -to- Ethernet converter in cabinet, Install serial cable from the converter to the C2 port on the 170 controller.. Install Cat6 cable from RMC30 converter to RMC40 switch. 190 Install new RuggedCom RMC40 Ethernet switch, 20o Install new fiber optic termination patch panel (36 port) and additional matching fiber distribution components as needed (e.g., splice trays, patch cords and six packs) per Special Provisions. 210 Terminate 2 -36 SMFO cables in the termination panel usin factory- connectorized FC -UPC connectors. Install 4 single -mode patch cords between the patch pane and the RMC40 switch in the cabinet and the RMC40 in all other cabinets on the some shared foundation. 22o Install new CCTV camera, cable, camera pole, controller cabinet and other accessories required to make the CCTV system functional per ITS Details ITD i.4 -16 and Standard Specifications, Controller cabinet installation shall include mounting the cabinet on its foundation, terminating power cables, grounding the cabinet and terminating communications cables, Install video and data transmitter and single mode fiber optic patch cord from fiber optic patch panel to transmittero 23o Install new 334 series ES control cabinet rr ITS Details ITD 17 -19, and Standard SpecificationsInstallation shall include mounting the ca net on its foundation, terminating power cables, grounding the cabinet and terminating communications cables. 24o Install new 334 series VMS control cabinet per Standard Specifications. Installation shall include mountingg the cabinet on existing foundation, terminating power cables, grounding the cabinet and term i na1- i • ng communications cables, Maintain existing twisted pair communication cables during interim. 25, Install state furnished hybrid VMS toll sign per.Special Provisions, Dynamic Rate Sign VMS Mounting DetoiIs9 and manufacturer instruct� ° onso See segning pI ens for stab c portion of s� ° gno 26. Install loops per Toll System Loop details on ITD 8o Loops in adjacent lanes shall not share a saw cut. SGwcuts must maintain a minimum 9 -inch separation to the Junction box for loops in adjacent lanes. 27o Install Type III traffic signal gantry pole and foundation per ITS Details ITD 4 -5, and Standard Specifications. Antennas and communication cables installed by others° Provide mounting hardware to permanently attach state supplied reader enclosure cabinet to antry pole. Install reader enclosure cabinet per toll reader cabinet details. Install power conduc or Coil 5-feet P s to new pole mounted reader enclosure. 15 feet of cable in bottom of enclosure. Wires to be terminated b others. Install en signal on I y °forcement• g pole structure per ITS Detail ITD 7 and Special Provisions. Drill hole for one inch conduit in pole to accommodate installation cabling from enforcement signal to ground - mounted cabinet as shown on the plans. FILE NAME C:1WorklProjectV TIME 4:28:58 PM DATE 8/12/2010 PLOTTED BY d10 DESIGNED BY R. JAHNS ENTERED BY L. CHAN CHECKED BY M. MADDEN PROD. ENGR. L. HODGSON REGIONAL ADM. D. DYE 28. Install new 334 series toll cabinet per ITS Details ITD 9 and Standard Specifications. Coil 20 -feet of cable from the enforcement signal and loop lead -ins in bottom of cabinet for future termination by others. Install new RuggedCom RS900 -HI -D- 2 Ethernet ' gg L L200 E ernet switch �n cabinet® 290 Install two Type R2 loop vehicle detectors side by side per ITS Details ITD 11 -13 and Standard Specifications. 30o Remove and salvage a.11 existing CCTV cameras camera pole, CC cabinets ES cabinets, terminal cabinets and transformer cabinets. Deliver to WSDOT NW Region Signal and ITS Maintenance Superintendent per Special Provisions. Give notice five business days prior to delivery® 31. Install new pull box with heavy duty lid per WSDOT Standard Plan J -15a and Standard Specifications® Coil and rack a minimum of 50-feet of each new cable installed in pu I I box 32o Cable vault, pull box, or junction box shall be placed outside of paved shoulder® 33o Coil an I additional 1000 -feet of new fiber optic cable to be used in final installation® Adjacent pull . boxes and cable vaults may be used as necessary® 34o Remove junction box. 35o Remove pull box. 36. Install new Type 4 junction box or pull box with heavy duty lid per WSDOT Standard Plan J -11b, J -15a and Standard Specifications. 37a Install new Type 5 junction box or pull box with heavy duty lid per WSDOT Standard Plan J -11b, J -15a and Standard Specifications. 38o Install RMC40 switch in the controller cabinet and connect to RMC30 in VMS si n with outdoor rated CAT 6 cable. Furnish serial cable to connect from the RMC30 to the controller® WS OT will make the final connection to the controller. 390 Run interim coiled fiber optic cable to new ES or camera control cabinet® 40o Contact City of Renton Traffic Signal Maintenance Shop (425) 430 -7423 three days prior to any work inside this cabinet. Terminate 1 -6 SMFO cable in existin ron tch Panel in the existing traffic signal controller cabinet. Install new RuggedCom RMC40 Ethernet swi c the upper east side of cabinet using din rail spanning the vertical struts. Furnish two FC /LC UPC SMFO duplex 1 ®5 meter patch cords and one 3' CAT 6 cable. in the cabinet for WSDOT ITS engineer to make final connection. 410 Relocate 334 series toll cabinet and transformer cabinet to final location and remove foundation, Coil 20- feet of cab I e from the enforcement s i gno I, and I oop I ead- i ns i n bottom of to I I cab i net for future termination by others. 42o Install new 1 -36 SMFO cable to existing Renton HUB® Provide enough coiled slack in cable to relocate to future fiber terminal cabinet without splicing. Land all fibers as directed by WSDOT ITS engineer in the termination panel using factory- connectorized FC -UPC connectors. 43o Install new monotube cantilever sign structure and foundation per Monotube Sign Structure No. 10 details® 44o Intercept existing conduits without damaging existing cable and route into new junction box 45o Intercept and extend existing conduit(s) with the some size and type conduit(s). 46o Intercept existing pull box with new conduit(s)® 47. Intercept existing junction box with new conduit(s)® 48o Splice new loop lead -in cable for each existing northbound loop® Run new loop lead - in cables to new ES cabinet. 490 Coil 100 -feet of VMS power conductors in the junction box and nearby junction boxes as needed for forward compatibility, 50. Coil 100 -feet of fiber optic cable and VMS communication cable in the pull box for forward compatibi I ityo 510 Remove existing transformer cabinet and conflicting anchor bolts® Install new 480V- 120/24OV, transformer and cabinet on existin foundation for ITS equipment per Transformer Details ITD 20 and Standard Specifications. See I lamination Sheets for continuation of power® 52o Trench in existing paved areas per Shoulder Trench Detail on ITD 24o Install new NMC PVC schedule 80 conduit. 530 Install Type 2 junction box during interim® Coil 50 -feet of each cable installed in junction box for final installation. 54. Install conduit stub out in gore area. 55o Install two new RuggedCom RMC40 Ethernet switches. 56. Install two new loop amplifiers in existing ES cabinet® 57o Install 2 duplex FC -LC single -mode patch cords between the patch panel in the camera control cabinet and the RMC40 switch in the ES cabinet. JV00021dms022681BTJV0002_NT IT 167- AB.dgn R. J� 5 M STo J REGION STATE FED.AID PROJ.NO. �� 0� W�BJ��iS' ��' 3F WASy� O'y� 10 WAS JOB NUMBER /2\ AS -BUILT 716110 MS ass GIST Z 1 NDC -34 CAMERA POLE/TRANSFORMER RELOCATE 04/23/08 RJ A� CONTRACT NO. LOCATION NO. ONAL A� +� IFC 1213107 RJ C-7295 DATE DA E REVISION DATE BY P.E. STAMP BOX P.E. STAMP BOX /1 F,klvun m Lon RUN EXISTING CONDUIT NEW CONDUIT INNERDUCT EXISTING CONDUCTOR NEW CONDUCTOR REMARKS 1 3" RUN 2 -25TWP CONDUIT REMOVED BY OTHERS CONDUCTOR 1 -6TWP REMOVED BY OTHERS 10 1- 36SMFO 2" INSTALLED BY OTHERS 1- 24SMFO -6SMFO REMOVE 11 205" 1- 36SMFO VIDEO /DATA DISTRIBUTION 1" 2C(SH) 1 -6SMFO DETECTOR LEAD -INS REMOVE 1- 12SMFO DATA LATERAL 2 3" SIGNALS 3- 2C(SH) DETECTOR LEAD -INS 2 -25TWP OPTICOM REMOVED BY OTHERS 3 °' DETECTOR 1 -6TWP REMOVED BY OTHERS 1- 36SMFO 1 INSTALLED BY OTHERS DATA LATERAL 12 1- 24SMFO 3" REMOVE 1 -6SMFO 1 REMOVE DATA LATERAL (INSTALL WHERE SPACE) 13 1- 36SMFO VIDEO /DATA DISTRIBUTION 1- 12SMFO DATA LATERAL 3 3" 3" 2 -25TWP REMOVED BY OTHERS 2C(SH) 1- 36SMFO REMOVE INSTALLED BY OTHERS 1 -6TWP REMOVED BY OTHERS 6- 1- 24SMFO DETECTOR LEAD -INS REMOVED 4" 1 -6SMFO A REMOVED 24SMFO 1- 36SMFO VIDEO /DATA DISTRIBUTION 1- 12SMFO DATA LATERAL 4 105" REMOVED BY OTHERS 1 -6TWP REMOVED BY OTHERS C 1 -6SMFO -25TWP REMOVE REMOVED BY OTHERS 1- 12SMFO DATA LATERAL 5 3" 2- 2C(SH) 36SMFO REMOVE UNUSED DETECTOR LEAD -INS 4" 4- 2C(SH) DETECTOR LEAD -INS FINAL INSTALLED 1- 48SMFO 1 -6TWP REMOVED BY OTHERS 1 -6SMFO REMOVE 1- 12SMFO DATA LATERAL INTERIM INSTALLED 6 2 4" 5- 2C(SH) 1- REMOVE UNUSED DETECTOR LEAD -INS REMOVE 4- 2C(SH) DETECTOR LEAD -INS FINAL INSTALLED 1 -6TWP 1- REMOVED BY OTHERS 1 -6SMF0 REMOVE C 1- 12SMFO DATA LATERAL INTERIM INSTALLED 7 3" REMOVE 5- 2C(SH) REMOVE UNUSED DETECTOR LEAD -INS D 1 -6TWP 1- REMOVED BY OTHERS VIDEO /DATA DISTRIBUTION 1 -6SMF0 4" REMOVE A 1- 48SMFO 1- 12SMFO DATA LATERAL INTERIM INSTALLED INSTALLED BY OTHERS 1 -6SMFO DATA LATERAL FINAL INSTALLED B 9 C 9 D 6- 2C(SH) DETECTOR LEAD -INS FINAL INSTALLED 8 17 2'° 3" 2- 2C(SH) DETECTOR LEAD -INS 9 2 " REMOVE UNUSED DETECTOR LEAD -INS 4- 2C(SH) DETECTOR LEAD -INS EXISTING NEW EXISTING NEW RUN CONDUIT CONDUIT INNERDUCT CONDUCTOR CONDUCTOR REMARKS 10 2" 1 -6SMFO DATA LATERAL 11 205" 4- 2C(SH) DETECTOR LEAD -INS 3 -5C SIGNALS 1- OPTICOM DETECTOR 1 -6SMFO DATA LATERAL 12 3" 1 -6SMFO DATA LATERAL (INSTALL WHERE SPACE) 13 NOT USED 14 3" 6- 2C(SH) REMOVE 6- 2C(SH) DETECTOR LEAD -INS 15 4" A 1- 24SMFO REMOVE B 1- 12MMFO REMOVED BY OTHERS C 1 -25TWP REMOVED BY OTHERS D 1- 36SMFO VIDEO /DATA DISTRIBUTION 4" A 1- 48SMFO INSTALLED BY OTHERS B 9 C 9 D EMPTY 16 4" A 1- 24SMFO REMOVE B 1- 12MMFO REMOVED BY OTHERS C 1 -25TWP REMOVE D 1- 36SMFO VIDEO /DATA DISTRIBUTION 4" A 1- 48SMFO INSTALLED BY OTHERS B 9 C 9 D EMPTY 17 3" 10- 2C(SH) REMOVE UNUSED DETECTOR LEAD -INS 6- 2C(SH) DETECTOR LEAD -INS 18 4" A 1- 24SMFO REMOVE B 1- 12MMFO REMOVE C 1 -25TWP REMOVE D 1- 36SMFO VIDEO /DATA DISTRIBUTION 4" A 1- 48SMFO INSTALLED BY OTHERS B9C9D EMPTY 19 3" 10- 2C(SH) REMOVE UNUSED DETECTOR LEAD -INS 4- 2C(SH) DETECTOR LEAD -INS 20 3" 2 -25TWP REMOVE 2- 36SMFO VIDEO /DATA DISTRIBUTION 21 3" 14- 2C(SH) DETECTOR LEAD -INS 2" 2- 36SMFO VIDEO /DATA DISTRIBUTION 22 2" 1 -CCC CAMERA CONTROL CABLE 23 2" 2 - #8 POWER TO CABINET 24 2" 2- SERIAL INSTALLED BY OTHERS 2 -CAT6 OSP INSTALLED BY OTHERS 4- 2C(SH) TOLL DETECTOR LEAD -INS 25 2" 1 -3C ENFORCEMENT SIGNAL 2 - #8 POWER TO READER 11 RUN EXISTING CONDUIT NEW CONDUIT INNERDUCT EXISTING CONDUCTOR NEW CONDUCTOR REMARKS 26 RUN 3" CONDUIT CONDUIT 2— SERIAL INSTALLED BY OTHERS CONDUCTOR REMARKS 41 2 —CAT6 OSP INSTALLED BY OTHERS 2 °` 2- 36SMFO VIDEO /DATA DISTRIBUTION 4- 2C(SH) TOLL DETECTOR LEAD —INS 2" VIDEO /DATA DISTRIBUTION SPARE 27 SAME CONDUITS AS SHOWN IN NOTE 8 ON ILT1 2" SPARE 480 VAC SEE ILT1 FOR ADDITIONAL CONDUCTORS 2" 2 — #8 POWER TO READER DETECTOR LEAD —INS 1 -3C ENFORCEMENT SIGNAL 2" 2- 36SMFO VIDEO /DATA DISTRIBUTION SPARE 28 2'° 2" 2— SERIAL INSTALLED BY OTHERS 2 —CAT6 OSP INSTALLED BY OTHERS NOT USED 2- 36SMFO VIDEO /DATA DISTRIBUTION 2 2" 4- 2C(SH) TOLL DETECTOR LEAD —INS 2" SPARE 29 POWER TO VMS 2" 2- 36SMF0 VIDEO /DATA DISTRIBUTION 2" NOT USED 46 EMPTY 30 4- 2C(SH) DETECTOR LEAD —INS 47 NOT USED 31 3" 2- 2C(SH) POWER TO VMS REMOVE UNUSED DETECTOR LEAD —INS 2" 4- 2C(SH) DETECTOR LEAD —INS FINAL INSTALLED 32 3" 49 10- 2C(SH) 3'° REMOVE UNUSED DETECTOR LEAD —INS 10- 2C(SH) DETECTOR LEAD —INS 4- 2C(SH) DETECTOR LEAD —INS INTERIM INSTALLED 3" 4- 2C(SH) DETECTOR LEAD —INS FINAL INSTALLED 33 3" 1o5" 2 -25TWP REMOVE 3 — #8 POWER TO VMS CABINET 2- 36SMFO VIDEO /DATA DISTRIBUTION VMS CABLES VMS CONTROL CABLES TO SIGN 34 3" 105" 6 -2C(S H 3 — #8 DETECTOR LEAD —INS POWER TO ES CABINET 4- 2C(SH) DETECTOR LEAD —INS INTERIM INSTALLED 3 — #8 4- 2C(SH) DETECTOR LEAD —INS FINAL INSTALLED 35 3" 12- 2C(SH) 3 — #4 REMOVE UNUSED DETECTOR LEAD —INS 53 3" 4- 2C(SH) DETECTOR LEAD —INS INTERIM INSTALLED 12- 2C(SH) REMOVE UNUSED DETECTOR LEAD —INS 4- 2C(SH) DETECTOR LEAD —INS FINAL INSTALLED 3 2 -25TWP 4- 2C(SH) REMOVE 2- 36SMFO VIDEO /DATA DISTRIBUTION 4- 2C(SH) DETECTOR LEAD -INS FINAL INSTALLED VMS CABLES VMS CONTROL CABLES TO SIGN 36 3" 2 -25TWP COMMUNICATIONS TO ES CABINET REMOVE 3" 2- 36SMFO VIDEO /DATA DISTRIBUTION DETECTOR LEAD —INS VMS CABLES VMS CONTROL CABLES TO SIGN 1 —CAT6 OSP COMMUNICATIONS TO ES CABINET 37 105" 2" 4 —FOPC FIBER OPTIC PATCH CORDS 38 2" 2" 1 —CAT6 OSP COMMUNICATIONS TO VMS 39 VMS CONTROL CABLES TO SIGN 2" VMS CABLES VMS CONTROL CABLES TO SIGN 40 2" 56 4- 2C(SH) DETECTOR LEAD —INS 2" 3 — #4 POWER TO VMS SPARE FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROJ. 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DISTRIBUTION 51 1o5" 3 — #8 POWER TO VMS CABINET 3 — #4 POWER TO VMS 52 105" 3 — #8 POWER TO ES CABINET 3 — #8 POWER TO VMS CABINET 3 — #4 POWER TO VMS 53 3" 12- 2C(SH) REMOVE UNUSED DETECTOR LEAD —INS 4- 2C(SH) DETECTOR LEAD —INS INTERIM INSTALLED 4- 2C(SH) DETECTOR LEAD -INS FINAL INSTALLED 2" 1 —CAT6 OSP I COMMUNICATIONS TO ES CABINET 54 3" 12- 2C(SH) DETECTOR LEAD —INS 4- 2C(SH) DETECTOR LEAD —INS 2" SPARE 55 2" VMS CABLES VMS CONTROL CABLES TO SIGN 2" SPARE 56 2" 3 — #4 POWER TO VMS 2" SPARE 57 2 1 -6SMFO DATA LATERAL 2" SPARE 58 2" 480VAC SEE IL SHEETS FOR ADDITIONAL CONDUCTORS 2" 114-2C(SH) SPARE 59 3" DETECTOR LEAD —INS 2" 2- 36SMFO VIDEO /DATA DISTRIBUTION 2" SPARE 60 2" 8- 2C(SH) DETECTOR LEAD —INS 2" SPARE ov Wesgl�� 8 5 �s s T sIONAL P.E. STAMP BOX DATE �M. Jl eV0 oF�-w-q�sy�2 ,�'�i 11 40 To 23 NEI Ro Eml Womm q „M 12 10 ,� f 10 47 m� ; k r� £ ffi 2 it €E ix \ ^j: 1 1 0 7 I dif. 3 32 v s �� 8 9 32 3 / l t 8 ?� » ,, x i ,. 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Y" i '^'....,"" -"'„� „„ wr' "' � ,"�, )y„ Ef..,. � � , «-4 '"",'.." «,aK•'�^"". -^Ji' °. ^."'^^'^:� i � }• � ".. �� d ✓" ....� � •i r• 'jNr i� { „'"S"r "",;' t4� � "" �„N « , ��,N ,�" N ✓ ,^"' ,NV.,.. `^^"y +.. .- K � �k �'S'•v #./` ./5�„ ^ "A�£,.f � x � M..,»,�� .,,", �,..bcif.:'«.....«�.....«.... «« '`., ; ,/ '.< 2 ' i.«.w! S ,1:,,, "c "",, w .r {W _ N ✓ N, ,,,,,. ,,;y:, „ � w «�,,,,,.�"' .,.� Nf `� 52 10 47 sa <' 5 GENERAL NOTES, 1, SEE SHEET ITN 1 FOR LEGEND 20 SEE SHEET ITN 2 FOR CONSTRUCTION NOTES 3. SEE SHEET ITN 3 AND ITN 4 FOR WIRE NOTES 4. SEE ILLUMINATION PLANS FOR POWER AND ADDITIONAL WIRE NOTES FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. C:1WorkiProjectVi 4:49:51 PM 8/12/2010 dlo Rs JAHNS L. CHAN K MADDEN L.HODGSON D. DYE TJV00021dmsO22681BTJV0002 PS TS -Final 167.•AB.dan AS -BUILT IFC [� _ • REGION STATE FED.AID PROJ.NO. NO. 10 WAS14 JOB NUMBER 7/6110 MS CONTRACT NO. LOCATION NO. 12/3/07 RJ C -7295 DATE BY Av 39865 `i;� �' S T 1• ssJONAL c:5 P.E. STAMP BOX a i so 100 SCALE • as 1 1i Fq*616 co ku ,co Q q C V GENERAL NOTES. FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. 1, SEE SHEET ITN 1 FOR LEGEND 20 SEE SHEET ITN 2 FOR CONSTRUCTION NOTES 3. SEE SHEET ITN 3 AND ITN 4 FOR WIRE NOTES 4. SEE.ILLUMINATION PLANS FOR POWER AND ADDITIONAL WIRE NOTES C:\ WorkI ProjectWiseiBTJV00021dmsO22681BTJV0002 PS TS -Final 167-- AB.dan 4:44:56 PM 8/12/2010 dio R. JAHNS L. CHAN M. MADDEN L.HODGSON D. DYE REGION STATE FED.AID PROJ.NO. NO. 10 WAS JOB NUMBER AS -BUILT 7/6110 MS CONTRACT NO. LOCATION NO. IFC 1 12/3107 RJ C -7295 REVISION DATE BY R. �0.A �� S T 1 ss'ONAL P.E. STAMP BOX r m o mm �c' Sawa 1, JO OF 4 9, t/N L EN t� DfkTE P.E. STAMP BOX ,11 50 1i SCALE IN FEET 11 0 0 N 4 e- n W z co w Q s 0 v- w w GENERAL NOTES: 1, SEE SHEET ITN 1 FOR LEGEND 20 SEE SHEET ITN 2 FOR CONSTRUCTION NOTES 3. SEE SHEET ITN 3 AND ITN 4 FOR WIRE NOTES 4. SEE ILLUMINATION PLANS FOR POWER AND ADDITIONAL WIRE NOTES FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROD. ENGR. REGIONAL ADM. C:\WorklProjectVi 4:45:00 PM 8/1 2/2010 dlo R. JAHNS L. CHAN M. MADDEN L.HODGSON D. DYE ,1BTJV00021dms022681BT AS -BUILT IFC TS -Final 167•- AB.dgn REGION STATE FED.AID PROJ.NO. NO. 10 WAS JOB NUMBER 7/6110 MS CONTRACT NO. LOCATION NO. 12/3107 RJ (,',_7295 REVISION DATE BY ¢'0� �� 8 5 S T 1 s4f10NAL P.E. STAMP BOX DATE 0 50 100 SCALE IN FEET V N r. W 0 W co O 4 to Lljr-- r- e- Z � (o w w Q � V 10 SEE 20 SEE 3. SEE 4. SEE FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROD. ENGR. C:1WorkiProjectV 4:47:51 PM 8/12/2010 dio R. JAHNS L. CHAN M. MADDEN L. HODGSON D. DYE TJV00021dms0226 81BTJV0002 PS TS-Fl AS -BUILT IFC REVISION . * . 1111111111�0 w" 716110 MS CONTRACT NO. 1213107 RJ (;_7295 DATE BY LOCATION NO. 39865 1 ssJONAL DATE P.E. STAMP BOX S / o JO OF W A Sys �� --�) xui�l l� 'DATE P.E. STAMP BOX AlvamlyWiffaw,. 11 1 i" 100 SCALE IN FEET w ITS 12 SR 167 SHEET t OF as t 1 , 9 36 SMFO mummHERWITI BLUE ORANGE GREEN BROWN SLATE WHITE RED BLACK YELLOW VIOLET ROSE AQUA 4N(`ricr'MQ0r- 00M0 MS 0) 0 M00r- L0 LncI'MN 000000000 — CONTRACT NO. C -7295 � ---1000000000 000000000000 O O 000000000000 EXAMPLE OF DISTRIBUTION 000000000000 0 0 000000000000 'I ' ' i ' i 1 cn cn cn cn cn cn cn cn cn cn cn cn ' cn ' z ' 1 ' ' ' ' ' 1 ' ' ' 1 CABLE LABEL IN A CABINET z z z z z z z z z z z z f"- r- r- r- r_ r- r- r- r_ r- r` r- r- r- r~ r- r- r_ r- r- r-- r- r~ r- r` r_ (Jo Q0Q0Q000c.0Q0Q0c0c9c.9(Jo cDwc.0c.0wc.0wc.0c9ww 2 PIGTAILS ARE NOT .00ATION Will - 'Loll I I i DESIGNED BY i:4;TTslFME Eszi�� • V I% r_% 1 4 V I- 1 U IJ LL 167es02507 & 167t102524 C:1WorkWrojectV 2:41:35 PM 8/17/2010 dio R. JAHNS L. CHAN M. MADDEN L.HODGSON D. DYE BLUE ORANGE GREEN BROWN SLATE WHITE RED BLACK YELLOW VIOLET ROSE AQUA BLUE ORANGE GREEN BROWN SLATE WHITE RED BLACK YELLOW VIOLET ROSE AQUA TJV00021dms022681BTJV0002 DE TS 167- AB.dan 167vc02538 BLUE ORANGE GREEN BROWN SLATE WHITE RED BLACK YELLOW VIOLET ROSE AQUA PATCH PANEL SPLICE DETAILS /2\ AS -BUILT 1 NDC -34 CAMERA POLE/TRANSFORMER RELOCATE AoIFC REVISION REGION STATE NO. 10 WAS 7/6/10 MS 04/23108 RJ CONTRACT NO. C -7295 1213107 RJ DATE BY BLUE ORANGE GREEN BROWN SLATE WHITE RED BLACK YELLOW VIOLET ROSE AQUA _ 0 • LOCATION NO. SR # ROADWAY THE CABLE IS ROUTED FROM THE PATCH PANEL ON CABLE D DIRECTION THE CABLE IS ROUTED FROM THE PATCH PANEL N = NORTH S = SOUTH T TYPE OF CABLE BLUE TUBE M = MAINLINE D = DISTRIBUTION # ## CABLE NUMBER OF THE MAINLINE OR DISTRIBUTION FIBER PER EIA- 359 -A -1 LABELING FOR MAINLINE AND DISTRIBUTION FIBER CABLES ORANGE TUBE u --o CCCC - P # ## n O n 0 (1 CCCC CONTRACT NUMBER P LETTER P FOR PATCH CORD # ## SEQUENTIAL NUMBER BEGINNING FROM 001 UI \Y11VVL. i UUL 167rs02564 4 -FOPC TO 167vmO2559 (VMS -338) 1 -CAT6 OSP TO 167esO2562 (ES -338D) *43 65 S ti ss�4NAL P.E. STAMP BOX GS M. sr. OF W A col) ONAl.��v �l D pft7 E P.E. STAMP BOX BLUE ORANGE GREEN BROWN SLATE WHITE RED_ BLACK YELLOW VIOLET ROSE AQUA PATCH CORD LABEL BLUE ORANGE GREEN BROWN SLATE WHITE RED BLACK YELLOW VIOLET ROSE AQUA 167vc02612 4 -FOPC TO 167esO2612 BLUE ORANGE GREEN BROWN SLATE WHITE RED BLACK YELLOW VIOLET ROSE AQUA I 11 EXISTING 5AIZt21ER--- ANCHOR BOLTS & TEMPLATE PROVIDED BY GANTRY POLE MANUFATURER -7 CLA55 3( CLA55 4( CONCKET. [ 15] *5 EQ. SPA. 5A95 TO FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROD. ENGR. REGIONAL ADM. GANTRY POLE & MAST I BREAKOUT LENGTH = 1088 MINIMUM, 5EE NOTE 2 241.011 5,_011 51_0 ►, 241-011 I t-re-2 1-- A KI-I-tav rant r_ cr�tr -r r_ U L tC. 4,_011 R0. SHAFT FOUNDATION DETAIL BOTTOM OF 5ARRIER � ,1 Lu 1Z N 0 Z 0 1.L m 1 t \/ ltYVl 1 JVJY Y/ 1t \J \JLI\ t! 1 ./ f YA tof 1 1 J , G -,j-j- G.�LLt -I t-I I) b PLAN ! ! \� �Y v,♦ ✓i.a. Vi /a.L 1 1 I d/ iJ 5YMMETKIC 5APPIER TPAN51TION � MAST X12] *5 & 2 [13] 3 SPA. Cad 7 5PA. Cap 011 No I_oil 31_oJ1 31_6!1 I I CONSTRUCTION JOINT W11 ROUGHENED SURFACE —/ PEI:MISSIBLE CONSTRUCTION JOINT W/ ROUGHENED SURFACE � 5EE SHAFT FOUNDATION DETAIL T H15 SHEET 1 ni- *5 No 3 SPA. C 311 00 -ON- (i_OJt � 21_01 STOP OF 5ARRIER ELEVATION SYMM. AS'T 5AKRIER I VARIES TOP OF SAPPIER ' I USE A TEMPLATE TO 1 LOCATE AND SECUPE TOP OF [ 12] 5 �� 21 9005 IN PLACE DURING ROADWAY 13 #5 FOUNDATION INSTALLATION. , "-5OT TOM OF SARRI ER —APPROXIMATE LOCATION DE CONDUIT, 5EE I T 5 SHEET 5 ANCHOR 50LT5 & TEMPLATE PPOV I CEP 5Y GANTRY POLE MANUFACTURER �-- EXTEND VERTICAL SHAFT PEI NF. 31 -0t1 MIN. INTO 5ARRIER. C:\ Work\ ProjectWiseIBTJV00021dms02268 \BTJV0002 DE TS 167- AB.dgn 2:41:51 PM 51ZE NO. KEZ9 OP of RENO N STATE FED,AiD PROJ.NO. 8/17/2010 OAOWAY L 91-911 ST R. 10 WAS dlo zj� AS -BUILT 716110 JMS R. JAHNS zj� BAR REVISION IN BARRIER 12/14107 DC JOB NUMBER L. CHAN ® ADDED CLASS 4000P 11/20107 DC M. MADDEN *ADDED 9" EMBEDMENT DIMENSIONS 11/14107 RJ CONTRACT NO. C-7296 LOCATION NO. L. HODGSON ® IFC 1119107 RJ D. DYE REVISION DATE BY OPTIONAL 2' MIN. SPLICE [ 15] *8 5AR5 FIELD 5EN0 A5 9EQ'0. 5EE 5T 0. SPEC. 6- 02.3(24)A ��8 5 S T ti ssIONAL LATE P.E. STAMP BOX 3/4" CHAMFER SECTION rA S T° �o A. � Jr�ra � 1 DATE P.E. STAMP BOX V_ nA& �EXISTING BAhl:IER •------ - - - - -- --- 59 167 MARK LOCATION 51ZE NO. KEZ9 OP of 11 MEDIAN SARRI ER HORIZONTAL 5 OAOWAY L 91-911 ST R. 12 MEOIAN 5APRIEP 5 14 11 7 _9 J Q) VERTICAL - o ` 13 MEDIAN 5ARRIER °o ° o o C) Lu VERTICAL 5 28 6' -0" 14 HOPS w Z CSC Z v cn o v J �. v z Q) Q) *5x4' -O" (14 RE010) [ 14] *4 ROUNO HOOPS AT A5T. 1' -0" CENTE95 V_ nA& �EXISTING BAhl:IER •------ - - - - -- --- 59 167 MARK LOCATION 51ZE NO. KEZ9 LENGTH 11 MEDIAN SARRI ER HORIZONTAL 5 12 91-911 ST R. 12 MEOIAN 5APRIEP 5 14 11 7 _9 VERTICAL 13 MEDIAN 5ARRIER VERTICAL 5 28 6' -0" 14 HOPS 4 VARIES VARIES 15 SHAFT VERTICAL 5 1 8 "Alt 5TR. "A" - DETERMINE FROM PLAN r 21-311 [12] NOTE: 1. CONCRETE FOR 5APPIEP SHALL 5E CLA55 4000. CONCRETE FOP FOUNDATION SHALL BE CLA55 3000 PER 5 -20.3 (4 ), 09 CLA55 4000. 2. B9EAKOUT LENGTH IN CONCRETE 5AP91 EK 5HALL 5E THE LENGTH SET WEEN OUMMY JOINT 5 OK OPEN JOINT 5 OF THE EX15T I NG BAKRI Eta. 1 r' • SHEET 1 12 OF SHEETS I I 9 I I 9 11 #14 TWTI�TFn PATR TO ADDITIONAL LOOPS WHERE APPLICABLE 2C(S) TYPE R1 AND WR SEE WINDING TABLE FOR EXTRA REQUIRED TURN ROUND LC SAWCU- TYPE R1 LOOP WINDING DETAILS TO CONTROLLER 2C(S) 1 FUNCTION Box z TWISTS/FOOT SEE NOTE °6 TYPE R2 LOOPS-WINDING DETAILS FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. LOOP SAWCUT only'au- 1 FILL WITH COOL APPLICATION SEALANT TO ENCAPSULATE CONDUCTORS. SEE SPECIAL PROVISIONS. 2 LOOP WIRE - #14 AWGO 3 LEAD -IN WIRES. (SEE INSTALLATION NOTES) THREE PAIR MAXIMUM PER SAWCUT. 4 EXTEND SAWCUT SUFFICIENT LENGTH TO PROVIDE FULL SAWCUT DEPTH AROUND CORNERS° 5 WEARING COURSE (LOOPS SHALL BE INSTALLED PRIOR TO FINAL LIFT IF NEW PAVEMENT IS INSTALLED) WHERE APPLICABLEo 0 LOOPS WHERE APPLICABLE CENTER OF LA NE i I g 6 CA- C A INDUCTION C TYPE R1 WINDING TABLE CONTROLLER TO LOOP DISTANCE (FT) TURNS 0 - 400 4 401 - 600 5 601 + 6 WIDTH OF SAWGUT �z' - �i6"' WIDER THAN DIAMETER OF LOOP WIRE SECTION A-A C: XWorkXProjectW !seXBTJV0002Xdms02268XBTJV0002 DE TS 167- AB.dgn 2:42:19 PM 0 Corridor REGION NO. STATE 8/17/2010 TRANSPORTATION SOLUTIONS DAVID EVANS BILFINGER BERGER AN®ASSOCIATESmc. 10 WAS dIo R. JAHNS JOB NUMBER L. CHAN U AS -BUILT 716110 MS M. MADDEN 1 NDC -34 CAMERA POLEITRANSFORMER RELOCATE 04/23/08 RJ CONTRACT NO. C-7295 L. HODGSON IFC 12/3107 RJ D. DYE REVISION I DATE I BY LOCATION NO. O z ►—i x <r N > AWCUT 'Po ) EDGE OF PAVED SHOULDER FOR CONDUIT STUBOUT LOCATION SEE LOOP STUB OUT CONDUIT PLACEMENT DETAILS JUNCTION BOX D D •� , i PLICES ' I , , , , , , , , , SPLICES9 SEE LOOP ' WINDING DETAIL TYPE R2 INDUCTION LOOPS 17/ ID LOCATOR TYP. TYPE R1 LOOP TYP. V :-a- -C ON D U I T ID LOCATOR —CV-1 LOOP SPEED-TRAP CONFIGURATION � 5 / V � WIDTH OF SAWCUT Yjr," - %s"' WIDER THAN TWICE THE DIAMETER OF THE LOOP WIRE SECTION B -B SEE NOTE 6 R. g � ss, DATE P.E. STAMP BOX O z x <t N WIDTH OF SAWCUT % - Ys"*' WIDER THAN TWICE THE DIAMETER OF THE LOOP WIRE SECTION C -C SEE NOTE 6 �5 M° ST 7do" �` of W A Sys � !, A z MFG L�\~ A n ATE P.E. STAMP BOX LOOP INSTALLATION N 1. INSTALL JUNCTION BOX AND LEAD -IN CONDUIT° 2. SAWCUT LOOP SLOTS AND LEAD -IN SLOTS. 3. LAY OUT LOOP WIRE STARTING AT JUNCTION BOX9 ALLOWING 5/ MINIMUM SLACK. 4. INSTALL WIRE IN LOOP SLOT AS SHOWN. 5. FINISH LAYING OUT WIRE AT JUNCTION BOX AND IDENTIFY LEADS WITH LOOP NUMBER AND "S" FOR START AND '/F" FOR FINISH 6. TWIST EACH PAIR OF LEAD WIRES TWO TIMES PER FOOT FROM LOOP TO JUNCTION BOXo REVERSE DIRECTION OF TWIST FOR EACH SUCCESSIVE PAIR INSTALLED. 7o CONSTRUCT SUPPLEMENTAL SPLICE CONTAINING ANY SERIES OR PARALLEL LOOP CONNECTIONS REQUIRED IN PLANS. SUPPLEMENTAL SPLICES ARE SUBJECT TO THE SAME REQUIREMENTS SHOWN FOR THE LOOP LEAD AND SHIELDED CABLE SPLICE. 8. SPLICE LOOP LEADS OR SUPPLEMENTAL SPLICE LEADS TO NEW OR EXISTING SHIELDED CABLE. 9. COMPLETE INSTALLATION AND TEST LOOP CIRCUITS OR COMBINATION LOOP CIRCUITSo SEE STANDARD SPECIFICATION 8- 20.3(14)Do 10o SEAL ENDS OF CONDUIT WITH ELECTRICAL PUTTY OR SILICONEo 110 CONDUIT FOR LOOP STUBOUT SHALL BE SCHEDULE 40 PVCo 12. IMSA WIRE END SHALL BE SEALED PRIOR TO USE OF RUBBER TAPE OR DUCT SEAL. 13o CABLE IDENTIFICATION SLEEVES SHALL BE VERIFIED BEFORE SPLICES ARE MADE. 14. THE NUMBER OF LOOP TURNS FOR R1 LOOPS VARY DEPENDING ON THE DISTANCE BETWEEN THE LOOPS AND THE CONTROLLER. SEE LOOP WINDING TABLE° 15. CUT -OVER TO NEW LOOP LEAD -IN CABLES TO BE COMPLETED BETWEEN 9000 PM - 4000 AM. i7"' '. DEPTH SAWCUT MATCH EXISTING PAVEMENT MATERIAL 3" CRUSHED SURFACING TOP COURSE SAND CONDUIT W = CONDUIT DIAMETER PLUS 21 APPLICABLE FOR OFF-ROAD PAVED AREAS ONLY SECTION D-D INTERS TA E AAW MAP ® Washington state Department of Transportation 0 Corridor DKS oda TRANSPORTATION SOLUTIONS DAVID EVANS BILFINGER BERGER AN®ASSOCIATESmc. D 415 - 118th Avenue SE Bellevue Washington 98005 -3518 Civil Inc. Phone: 425.519.6500 TRI -STATE CONSTRUCTION, INC gwad e tw T -2 • 514 a` 1 c'i inni r- ner- KI -r n i r^ni r r'\r" TO AMPLIFIERS '" " \_1 v' 9 SEE PLANS SEE LOOP STUBOUT CONDUIT PLACEMENT DETAIL. TYPICAL CONDUIT PLACEMENT FOR LOOP LEAD —IN WIRES LOOP LEAD PAIRS 1 -2 3 4 -5 6 -8 9 -12 CONDUIT SIZE (MINo ) 1 1'/4 11/2 2 21/2 CABLE JACKET a a jx� ;TRIC TAPE UL i LU i Un LcHD- I N CABLE 2C(S)S SEE STD. SPEC. 9- 2903(7) SEAL CONDUIT WITH DUCT SEAL i FAn- T1\i gAWrl1Tq CONDUIT DRILL HOLE I/2 LARGER THAN BELL END BUSHING FILL WITH EPDXY LEAD —IN SAWCUTS AND STUBOUT DETAIL AREA BE i BY SPLICI -- 2 DETAIL A LOOP WIRES SEE SPECIAL PROVISIONS F TWO LAYERS OF VINYL ELECTRIC TAPE DRAIN WIRE (FOLD BACK AND TAPE) * GROUND DRAIN WIRE AT AMPLIFIER ONLY, SEE SPECIAL PROVISIONS FOR SPLICE MATERIAL. F1--,� mff==� CABLE JACKET _ ELECTRIC TAPE Li L_ �L_ ��JR LEAD -IN CABLE 2C(S)S SEE STD. SPEC 9- 2903(7) 11 1 1 i i 100TERIN FAA &A'sm%mm- Flim m I Llmmwmm�� S1 WA LOOP WIRES SEE SPECIAL PROVISIONS S2 SOLDERED COMPRESSION CONNECTION (TYPICAL) TWO LAYERS OF VINYL ELECTRIC TAPE (TYPICAL) * DRAIN WIRE (FOLD BACK AND TAPE) * GROUND DRAIN WIRE AT AMPLIFIER ONLY. SEE SPECIAL PROVISIONS FOR SPLICE MATERIAL. SPLICE DETAIL FOR TYPE R2 INDUCTION LOOPS (2 ROUND LOOP CONNECTED IN SERIES) ALL DIMENSIONS ARE IN INCHES UNLESS OTHERWISE NOTEDO SEE SPECIAL PROVISIONS FOR SPLICE REQUIREMENTSe CEMENT CONCRETE CURBS OR GUTTER- SEE STANDARD PLAN F -1 TO JUNCTI( BOX EDGE OF PAVED SHOULDER 15 TO JUNCTION 24 BOX NOTEo SPLICE KITS SHALL BE CENTERED ON CONDUCTORS AND SUFFICIENT SACK SHAD BE PROVIDED THAT THE SPLICE CAN BE RAISED A MINIMUM OF 18// ABOVE GROUND LINE. �� STUBOUT SHALL EXTEND A MINIMUM %4'/ INTO PAVEMENT PAVEMENT DEPTH VARIES® � SCHED 40 PVC SECURED INTO ROAD SURFACE (TYPO) _--- STUBOUT SHALL EXTEND A MINIMUM %4 INTO PAVEMENT PAVEMENT DEPTH VARIES. STUBOUT SHALL EXTEND A MINIMUM %4 // INTO PAVEMENT PAVEMENT DEPTH VARIES. I I TO I i JUNCTION I I BOX ---4-- — — -4 I -- I 't PVC SECURED INTO ROAD SURFACE (TYP,1 STUBOUT SHALL EXTEND A 15" MINIMUM 3/4" INTO PAVEMENT PAVEMENT DEPTH VARIES® .0 PVC SECURED INTO ROAD SURFACE (TYP.1 T- 269121 Plot 13 KeTsTiom 10:41 l l s SHEET 120 OF C • • SHEETS I a 1i 16 16 o-. p.. Q.. p.. I mom. A FRONT VIEW TH THERMOSTAT CIRCUIT BREAKER 0 RECEPTACLE RELAY COIL S = SIGN T = TRANSFER —N— RELAY, CONTACT N.C. —I I— RELAY, CONTACT N.O. SURGE PROTECTION --�-- SWITCH —��-_ SWITCH, N.C. —D DC GROUND EQUIPMENT GROUND T R TRANSFER RELAY SR SIGN RELAY FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROD. ENGR. REGIONAL ADM. C ftWorklProjectV 2:42:36 PM 8/17/2010 d10 R. JAHNS L. CHAN M. MADDEN L.HODGSON D. DYE SPACE FOR FIBER OPTIC PATCH PANEL — DISPLAY PANEL MODEL 204 SIGN FLASHER UNIT CONTROLLER SHELF INPUT FILES SPACE FOR DROP /INSERT DATA MODEM POWER DISTRIBUTION ASSEMBLY #3 SEE FOUNDATION DETAIL SHEETS SECTION A—A_ WIRE IN PARALLELO I15 TO J15 116 TO J16 CABINET ONE LINE DIAGRAM - POWER DC POWER SUPPLY 24 VO N DISPLAY PANEL SR� 24 T " � VDC M�M INSFA TO ADVANCED WARNING SIGNS TJV00021d m s 022681BTJ am R Y G R Y G R Y G TO SIGNAL DISPLAYS VIA CURRENT MONITOR TS 167- AB.dan AS -BUILT 716110 IFC 1213107 REVISION DATE 15A ;FLD) m POLICE SWITCH REGION STATE NO. 10 WAS JOB NUMBER ms CONTRACT NO. RJ C -7295 BY I CLEAR I AREA I I 10" I I I IT B B JO MAIN ICoBo I E0 i GND, AC— BUS BUS I i I I i ITBSI I i AC+ *TERMINAL BLOCK "B" SHALL BE 12 POSITION BARRIER TYPES WITH POSITIONS UNASSIGNED SERVICE PANEL DETAIL AC+ RFI SUPRESSOR 30A 15A (EQPMT)f (AUX) FAN HEATER MODEL 334 CA / CONNECTOR SHALL BE 4 FT LONG 10 POSITION DC POSITION A B TB1 1 T3 -1 C4 A TB1 2 TB1 1 C59115-1 T� TB1 3 TB1 2 C6 POSITION BARRIER TB1 4 N/A N/A T TB1 5 N/A N/A B��_; TB1 6 N/A N/A BARRIER TYPE TB2 1 FIELD DET* I1D T TB2 2 #1 I1E B 1 TB2 3 FIELD DET* Ili TB2 4 #2 I1K B TB2 5 FIELD DET* I2D 9 � TB2 6 #3 I2E 1138 TB2 7 FIELD DET* I2J TB2 8 #4 I2K TB2 9 FIELD DET* I3D GFI TB2 10 #5 I3E #27 TB2 11 FIELD DET* I3J #39 TB2 12 #6 I3K TB3 1 FIELD DET* I4D TB3 2 #7 I4E R2 TB3 3 FIELD DET* I41 #28 TB3 4 #8 I4K #40 TB3 5 FIELD DET* I5D TB3 6 #9 I5E TB3 7 FIELD DET* I5J #17 TB3 8 1110 I5K #29 TB3 9 FIELD DET* I6D NIA TB3 10 #11 I6E TB3 1 1 FIELD DET* 161 TB3 12 #12 I6K MODEL 334 CA / CONNECTOR SHALL BE 4 FT LONG 10 POSITION DC �• i GROUND BUS— Tat COPPER A B TERMINAL BLOCKS T T� SHALL BE 12 B B� CLEAR POSITION BARRIER TB6 1 i AREA TYPE EXCEPT FOR T �� T1 11 TB1 WHICH SHALL B B��_; BE A 6 POSITION 3 6i BARRIER TYPE 113E � TB8 2 T T I FIELD DET* B B 1 TB6 3 4 7 � T T � TB4 4 B 6 � 8 9 � FIELD INPUT INPUT PANEL DETAIL. BLOCK TO INPUT FILE (SEE TERMINAL ASSIGNMENT TABLE ,1 WITH FIBER OPTIC COMMUNICATIO4 LOCATION NO. R. oV WAsgj �Je 00�+ 39865 ��CV �sIQNAL DATE P.E. STAMP BOX S 0. ST. OF W A Sys A� D E P.E. STAMP BOX B J5D J5E J5J J5K J6D J6E J6J J6K N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A R CONSTRUCTION, 334 DETAILS ° INPUT PANEL TERMINAL BLOCK ASSIGNMENT TABLE POSITION A B POSITION A B POSITION A TB4 1 FIELD DET* I7D TB6 1 FIELD DET* I13D TB8 1 FIELD DET* TB4 2 #13 17E TB6 2 #25 113E TB8 2 #37 TB4 3 FIELD DET* I7J TB6 3 FIELD DET* I13J TB8 3 FIELD DET* TB4 4 1114 I7K TB6 4 #26 I13K TB8 4 1138 TB4 5 FIELD DET* I8D TB6 5 FIELD DET* I14D TB8 5 FIELD DET* TB4 6 #15 18E TB6 6 #27 I14E TB8 6 #39 TB4 7 FIELD DET* I8J TB6 7 FIELD DET* I14J TB8 7 FIELD DET* TB4 8 #16 I8K TB6 8 #28 I14K TB8 8 #40 TB4 9 FIELD DET* I9D TB6 9 FIELD DET* J1D TB8 9 N/A TB4 1 0 #17 19E TB6 1 0 #29 J 1 E TB8 10 NIA TB4 11 FIELD DET* 191 TB6 11 FIELD DET* J1J TB8 11 N/A TB4 1 2 #18 I9K TB6 1 2 #30 J 1 K TB8 12 N/A TB5 1 FIELD DET* I10D TB7 1 FIELD DET* J2D TB9 1 TB5 2 #19 I10E TB7 2 #31 J2E TB9 2 TB5 3 FIELD DET* I10J TB7 3 FIELD DET* J2J TB9 3 TB5 4 #20 I10K TB7 4 #32 J2K TB9 4 TB5 5 FIELD DET* I11D TB7 5 FIELD DET* J3D TB9 5 N/A TB5 6 #21 111E TB7 6 #33 J3E TB9 6 N/A TB5 7 FIELD DET* I11J TB7 7 FIELD DET* J3J TB9 7 N/A TB5 8 #22 I11K TB7 8 #34 J3K TB9 8 N/A TB5 9 FIELD DET* I12D TB7 9 FIELD DET* J4D TB9 9 N/A TB5 10 #23 I12E TB7 10 #35 J4E TB9 10 N/A TB5 11 FIELD DET* I12J TB7 11 FIELD DET* J4J TB9 11 N/A TB5 12 #24 I12K TB7 12 #36 J4K TB9 12 N/A INPUT FILE (REAR VIEW) WITH FIBER OPTIC COMMUNICATIO4 LOCATION NO. R. oV WAsgj �Je 00�+ 39865 ��CV �sIQNAL DATE P.E. STAMP BOX S 0. ST. OF W A Sys A� D E P.E. STAMP BOX B J5D J5E J5J J5K J6D J6E J6J J6K N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A R CONSTRUCTION, 334 DETAILS ° 11 Ii 0075" . o ki - • . . , Oo125" SCREENED TEXT Oo25" SCREENED TEXT° SEE NOTE BELOW. C: 1WorkIProjectWiselBTJV00021dmsO22681BTJV0002 DE TS_167- AB.dgn 2:42:43 PM 8/17/2010 dlo R. JAHNS L. CHAN M. MADDEN AS -BUILT L. HODGSON 0o IFC D. DYE REVISION DISPLAY PANEL NO SCALE REGION STATE NO. 10 WASI JOB NUMBER 716/10 MS CONTRACT NO. 12/3/07 RJ C -7295 DATE BY ENGRAVED PHENOLIC DETECTOR NAMEPLATE 2" X 0o5" TYPICAL° SEE FIELD WIRING CHART. ENGRAVED PHENOLIC CABINET NAMEPLATE 3" X 105" TYPICAL° SEE SPECIALS. 1605" 5" UNLESS OTHERWISE NOTED, ALL TEXT SHALL BE SCREENED DIRECTLY ON THE PANEL, TEXT SHALL BE Oo25" MINIMUM° LOCATION NO. J' �PBGI 86�5�4'S� c�ss fONAL P.E. STAMP BOX DATE 5<1 of w A / 2 Vo� �tf o DOE P.E. STAMP BOX POWER DISTRIBUTION ASSEMBLY (PDA) (REAR VIEW) INSTALL MODEL 430 TRANSFER WIRE A SHOWN P , A #3.MODIFICATIONS CONNECT° FUNCTION T2 -8 TO T4 -6 TR OUTPUT TO FIELD GRN 2 T2 -6 TO MU -3 ENERGIZE TR WHEN MU IS NORMAL T1 -19 T1 -2 TO SR -3 FIELD OUTPUT - SIGN ON T1 -39 T1 -4 TO SR -4 FIELD OUTPUT - SIGN OFF ADD TRANSFER RELAY #2 AS SHOWN® TRANSFER RELAY CONNECT TO FUNCTION SWPK1 -1 AC+ SUPPL CB 3 AC+ NC NA T2 -6 MU -OK CONNECT TO 0 011►h►I mt] SWPK2 -7 T4 -6 TR- 5 T2 -2 SHOWN DE- ENERGIZED ENERGIZED BY MONITOR UNIT NORMAL TRANSFER RELAY #2 FUNCTION SWPK3 -7 GRN -3 T4 -3 GRN OUTPL CB3 AC+ T2 -6 MU -OK CONNECT TO SWPK1 -7 T4 -9 TR2 -3 T2-2 SHOWN DE- ENERGIZED ENERGIZED BY MONITOR UNIT NORMAL FUNCTION GRN-2 GRN OUTPUT AC+ AC_ FUNCTION GRN -1 GRN OUTPUT AC+ AC- I 9 i1 11 DIRECTION OF TRAVEL c4 I 0 1 1� 1 yin ®� I 1 I I i I I 1 I I I 1 [Milo i SIDE VIEW NOT FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. TO SCALE 24 "X24 "X8" READER ri ENCLOSURE CABINET , II © I ,I O , l I II , II 1 II , II I it I �I �I , II I II , II , II 1 II I II I II I II i II 1 II II it 1 II i II i II I i SEE WIREWAY DETAIL C: 1WorkiProjectWiseIBTJV00021dms02268XBTJV0002 DE TS 167 2:42:56 PM 8/17/2010 dlo R. JAHNS L. CHAN M. MADDEN Q AS- BUILT L. HODGSON IFC D. DYE REVISION I r 2" NIPPLE 0 0m II ,� II �� 11 11 it II 11 II II 11 11 II 11 it II 11 11 II Ii II Il 11- 11 it tl II U-NI m ELEVATION VIEW NOT TO SCALE �• FEDAID PROJ.NO. JOB NUMBER 716110 MS CONTRACT NO. LOCATION NO. 12/3107 RJ C -7295 DATE BY POLE DRILLED 1/8" OVERSIZE OF NIPPLE SEALING LOCKNUT END BUSHING PUNCH HOLE 1/8" OVERSIZE OF NIPPLE IN BOTTOM OF CABINET SEALING LOCKNUT END BUSHING 15/8" U N I STR UT CHANNEL 3/8 "- 20 NF X 1 " STAINLESS STEEL HEX HEAD BOLT, LOCK WASHER 15/8" UNISTRUT CHANNEL 1" LB CONDULET SEE WIREWAY DETAIL 1/2 " -20 NF X 21/2" STAINLESS STEEL HEX HEAD BOLT, LOCK WASHER (DRILL AND TAP POLE TO ACCEPT) 30" X 8.2 LB /FT CHANNEL SEE WIREWAY DETAIL 1/2 " -20 NF X 1" STAINLESS STEEL HEX HEAD BOLT, LOCK WASHER S T�� GI �► ti ssjONAL DATE P.E. STAMP BOX F.S M° S T. W A 4/ O�� ko P.E. STAMP • SEALING LOCKNUT NIPPLE WIREWAY DETAILS NOT 1 SCALE r � L s o•� °� Dee _' � °r 1\10 1 NIPPLE ° 00y ° ,J t� NOT / SCAL- r � r 3 /g "- 20 NF X 3/4 ,,,�•, HEX . HEAD BOLT, LOCK WASHER 2 NIPPLE / i s e e / e , e � e NOT / SCAL- r � r 3 /g "- 20 NF X 3/4 STAINLESS STEEL HEX . HEAD BOLT, LOCK WASHER T- 269126 130 OF r ,PLOTTED BY DESIGNED - r - C:XWorklProjectV" 2:43:00 PM 8/17/2010 dlo R. JAHNS L. CHAN M. MADDEN L.HODGSON D. DYE 1BTJV00021dms022681BTJV0002 _DE_TS_167- AB.dgn • REVISION PATCH TO MATCH EXISTING PAVEMENT DEPTH AND MATERIAL FULL DEPTH SAWC UT REGION STATE NO. 10 WASH JOB NUMBER 7/6110 MS CONTRACT NO. 12007 RJ (;_7296 DATE BY EXISTING 24" CONDUIT 0 6" 12" 6" own 6 "MIN � CDF \BACKFILL 'X'\\\\\\x\\ I FULL DEPTH SAWC UT WARNING TAPE (ITS. ONLY) BACKFILL TO BOTTOM OF EXISTING PAVEMENT WITH CDF. ADD RED TINT TO CDF OVER ITS CONDUIT ONLY. TRACE WIRE (ITS ONLY) SHOULDER TRENCH DETAIL NOT TO SCALE LOCATION NO. ri ljl�� R. 0 39865 S T ti sSZONAL P.E. STAMP BOX DATE ti5 M° S �° JD loF W Asy�2c�� imllKIK$q ! i1 W) S • FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROD. ENGR. REGIONAL ADM. e% / '_ // T P1 r A^ r- PY r 1. 1 A t 1 00 I`- 0 0 0 0 4 • r. r. • 0 Q C:\WorklProjectV! 2:43:03 PM 8/17/2010 dio R. JAHNS L. CHAN M. MADDEN L.HODGSON D. DYE "OUNDATION DETAIL FOR ES CABINET WITH TRANSFORME AT STAo E167 11088+75,— JV0002Xdms02268XBTJV0002_ _DE TS 167- AB.dan AS -BUILT IFC REVISION NOT TO SCALE REGION STATE FED.AID PROJ.NO. NO. 10 WAS JOB NUMBER 7/6110 Ms CONTRACT NO. LOCATION NO. 3/14108 RJ C -7295 DATE BY R. OV WA$$l�c cf' �0 �8� j 8 5 ! 1 ss10NAL YA P.E. STAMP BOX DATE "A I /2�� %/ // / / n \ \ \1 / / n \ \/ 3" J_ 12" MIN M ®wasQ�O of y1 .y o Z ww DATE P.E. STAMP • N 0TES0 1® ALL REINFORCING STEEL SHALL HAVE A MIN. OF 2" CLEAR COVER, t 1's' 3, SLOPE FOUNDATI ON' l /4 °° /FTo TO THE EDGE. 4, SLOPE PADS 1/4" /FT. TO THE SUMP IN CENTER FOUNDATION 5. ALL CONDUITS SHALL HAVE A COUPLING FLUSH WITH THE SURFACE OF THE .' lt. BOLT PATTERN IS PROVIDED BY CABINET MANUFACTURER. BOLTS SHALL BE %"" DIA, BY 6"' WEDGE ANCHORS. t. CONCRETE SHALL BE CLASS !i!. UNLESS OTHERWISE NOTED. ANCHOR 10. ALL BOLTS BOLTS STAINLESS STEEL CINCH MANUFACTURER'S RECOMMENDATION. V 'T IJ h 1 i 1. %X o of t ;'C %...L 1 i L7 SECTION A-A 1i 3 ( /2ee 0 rn + 0" 0m 0 3 EQ. POST SPACES G ABT. 6' -6" 12 " 20 121-2// 60" 30" 24" G SEE WIRE NOTES �� _ f� _ 3 0 3 0 6 3 , ,/ < FOR CONDUIT(S) 6 - 0 cn WALL (SEE SHEET RWD 1 FOR WALL SCUPPER 4 " a SCUPPER SCUPPER --Nw SHIFT FOR CABINET DETAIL) '- r..._.._.._.._. :.� ._.._.. .._.. _.._.. .... — .._.._.. .. ------ �i- �i - - - - -- - - - - - - -- ��_ .._.._.. ._.r _.._ f SCUPPER - --- - - - J B 6" — ABINET REAR XF C tJj TL p- — -. — - ---- .._..— .-- - - - - -- — - - - . .._. - - - --p SEE WIRE NOTES FOR CONDUITS) CABINET FRONT I ' 1 'A DRAIN 6 BARRIER TUBE (TYP.) PIVOT SLAB CLAMP BARE #6 COPPER 5 - #4 BAR EQ. SPACING (CLASS 4000 00 WIRE TO REBAR G 6" DIA. SUMP (TYP.) CONCRETE) TO GROUND ROD SEE STD. PLAN J -9A '\ -CLASS 3000 CONCRETE 3, —0 N \ d- N 3 V2„ 1.51TO FACE OF WALL 0 Ln rn _1 0 DOWEL SPACING SEE SHT. RWD3A 0 H v7 PLACE CONCRETE PAD INTEGRAL WITH FOUNDATION 1 %2" CHAMFER (TYP.) ---- -1 �— 6" TO FACE OF WALL m a- zJ -- --� SCUPPER LOCATED APPROX. AS SHOWN (TYP.) w X U un 0 FOR CURB DETAILS, N ,- J SEE SHEET, RWD3A 6" WALL WIRE WALL_ 6" BARRIER PIVOT SLAB 000 (CLASS 4000 CONC.) 6�' TO FACE SOF WALL— WALL \ 00 BARRIER PIVOT SLAB < 2` TO FACE OF WALL NOT TO SCALE PLACE FENCE AT BACK OF CABINET FOUNDATION ul) 12" MAX �t- N CO N 12 -2 NORM- 12 20" c 60" 30" 24" WALL (SEE SHEET RWD 2 FOR WALL SECTION D DETAIL)77)k _.._.. -no FOR CONDUITS) B v R XF CABINET REAR ALL PROTECTION FENCE POST (SEE SHEET RWD 3A) o-__ VC DATE SEE WIRE NOTES PLOTTED BY `— DOWEL INTO PIVOT SLAB 1 /_6 R. JAHNS #4 B CHECKED BY 2' BARRIER J 1 -6// REGIONAL ADM. D. DYE 13 - BAR EQ. SPACING MIN. _MI Na MINo MINe � HMA OR CONC. H M A OR CONC. :/ BARRIER PIVOT SLAB BARRIER PIVOT SLAB FOUNDATION DETAIL FOR TL CABINET WITH TRANSFORMER AT STAo E167 11099 +q0 - PLAN VIEW 6�' TO FACE SOF WALL— WALL \ 00 BARRIER PIVOT SLAB < 2` TO FACE OF WALL NOT TO SCALE PLACE FENCE AT BACK OF CABINET FOUNDATION ul) 12" MAX �t- N CO N 12 -2 NORM- 12 20" c 60" 30" 24" WALL (SEE SHEET RWD 2 FOR WALL SECTION D DETAIL)77)k _.._.. -no FOR CONDUITS) B v R XF CABINET REAR TIME o-__ VC DATE SEE WIRE NOTES PLOTTED BY dlo FOR CONDUIT(S) R. JAHNS ENTERED BY L. CHAN CHECKED BY � CABINET FRONT L. HODGSON REGIONAL ADM. D. DYE -r-CLAMR BARE #6 COPPER WIRE TO REBAR i fO GRO ND ROD SEE STD. PLAN J -9A 3 - #4 BAR EQ. SPACING 5 - #4 BAR EQ. SPACII 2' -6" TO FACE OF BARRIER 2` BARRIER FILE NAME C:OWork\ProjectV TIME 2:43:07 PM DATE 811712010 PLOTTED BY dlo DESIGNED BY R. JAHNS ENTERED BY L. CHAN CHECKED BY M. MADDEN PROD. ENGR. L. HODGSON REGIONAL ADM. D. DYE 'A DRAIN TUBE (TYP.) 6" DIA.SUMP (TYP.) CLASS 3000 CONCRETE F_ WE FOUNDATION MS DETAIL 314109 FOR VC CABINET WITH TRANSFORMER AT STA. E167 11105 +75 - PLAN VIEW JV00021dmsO2268\BTJV0002 DE TS 167- AB.dan AS -BUILT NDC 101 -CURB & FENCE IFC REVISION NOT TO SCALE REGION STATE NO. 10 WASI JOB NUMBER 7/6/10 MS 314109 M.S CONTRACT NO. C -7295 3114108 RJ DATE BY LOCATION NO. \ \ 00 ALL PROTECTION FENCE (SEE RWD 2 FOR WALL SECTION D DETAIL) CONDUIT FROM VC CABINET TO ADJACENT CCTV PER WIRE NOTE 00 0� +moo Lo W� 0 �--+ Q �ry -1 --q Q:� 0 !—� Q m Z o H �-zw R. �0 �BCr 8 5 ST 1 sSi, ONAL DATE P.E. STAMP BOX PLACE CONCRETE F WITH FOUNDATION V2" CHAMFER ( T 12" MI FALL PROTECTION FENCE SEE STD. PLAN L- 20.10 -10 i--- CABLE TOP (TYP.) CHAINLINK FENCE TYPE 4 26 —11 0) 13 - #4 BAR EQ. SPACING �g,e 5 - #4 BAR EQ. SPACING S E C T ION B - B NOTES0 1, ALL REINFORCING STEEL SHALL HAVE A MIN® OF 2" CLEAR COVER® 20 ALL CONDUITS SHALL BE CLUSTERED TOWARD REAR OF THE CABINETS® 3, SLOPE FOUNDATION 1/4 " /FT, TO THE EDGE, 4, SLOPE PADS a /4 " /FT® TO THE SUMP IN CENTER® 5, ALL CONDUITS SHALL HAVE A COUPLING FLUSH WITH THE SURFACE OF THE FOUNDATION AND A NIPPLE THAT EXTENDS 2" UP® 60 ALL CONDUITS SHALL BE HOT DIPPED GALVANIZED OR PVC® 7, PLACE SILICONE BEADED SEALANT BETWEEN CABINETS AND PADS® 8, BOLT PATTERN IS PROVIDED BY CABINET MANUFACTURER. BOLTS SHALL BE S /8" DIA., BY 6" WEDGE ANCHORS® 9, CONCRETE SHALL BE CLASS 30009 UNLESS OTHERWISE NOTED® 10, ALL ANCHOR BOLTS SHALL BE HOT DIPPED GALVANIZED® ALTERNATE® STAINLESS STEEL CINCH BOLTS PER MANUFACTURER'S RECOMMENDATION. 1 1-11 V1— 1 VW19 V/1 14 W .L is SECTION C- 18" WIDE ;ONCRETE T 26912E �I �I ROUND LC SAWCU _.00P LOOP SAWCUT DETAIL 1. INSTALL LEAD -IN CONDUIT. 20 SAWCUT LOOP SLOTS AND LEAD -IN SLOTS. STATION E167 11089 +95 TEMPORARY LOOP DETECTION CONFIGURATION F T 71 I— X --0 EXISTING ES CABINET v I N MAINTAIN AND PROTECT EXISTING CONDUIT IN WORK ZONE. ADD 2C(S) LEAD —IN CABLES AS NEEDED0 PB EXISTING PULLBOX EX1 5 1 NU l NUUU 1 l UN /'"\` LOOP DETECTION (TYP °) I 11' i 1 L1 LA y' ~ \ } , 11' I L2 L5 -_ SOUTHBOUND L 3 L6 EXISTNG CONDUIT (TYP °) — / 3' SHOULDER ;'Ta NORTHBOUND EXISTING JUNCTION BOX 3. LAY OUT LOOP WIRE STARTING AT JUNCTION BOX, ALLOWING 5 MINIMUM SLACK. 4, INSTALL WIRE IN LOOP SLOT AS SHOWN. 5. FINISH LAYING OUT WIRE AT JUNCTION BOX AND IDENTIFY LEADS WITH LOOP NUMBER AND / /S" FOR START AND "F" FOR FINISH° 60 TWIST EACH PAIR OF LEAD WIRES TWO TIMES PER FOOT FROM LOOP TO JUNCTION BOXo REVERSE DIRECTION OF TWIST FOR EACH SUCCESSIVE PAIR INSTALLED° 7. CONSTRUCT SUPPLEMENTAL SPLICE CONTAINING ANY SERIES OR PARALLEL LOOP CONNECTIONS REQUIRED IN PLANS. SUPPLEMENTAL SPLICES ARE SUBJECT TO THE SAME REQUIREMENTS SHOWN FOR THE LOOP LEAD AND SHIELDED CABLE SPLICE. 80 SPLICE LOOP LEADS OR SUPPLEMENTAL SPLICE LEADS TO NEW OR EXISTING SHIELDED CABLE. 9. COMPLETE INSTALLATION AND TEST LOOP CIRCUITS OR COMBINATION LOOP CIRCUITS° SEE STANDARD SPECIFICATION 8- 20o3(14)Do 10o SEAL ENDS OF CONDUIT WITH ELECTRICAL PUTTY OR SILICONE° 110 CONDUIT FOR LOOP STUBOUT SHALL BE SCHEDULE 40 PVC. 12o IMSA WIRE END SHALL BE SEALED PRIOR TO USE OF RUBBER TAPE OR DUCT SEAL. 13o CABLE IDENTIFICATION SLEEVES SHALL BE VERIFIED BEFORE SPLICES ARE MADE. 14o THE NUMBER OF LOOP TURNS FOR R1 AND WR LOOPS VARY DEPENDING ON THE DISTANCE BETWEEN THE LOOPS AND THE CONTROLLER. SEE WINDING TABLE FOR EXTRA REQUIRED TURNSo 15o CUT —OVER TO EXISTING LOOP LEAD —IN CABLES TO BE COMPLETED BETWEEN 9oOOPM-4000AMo 16o LOOP WIRE SLEEVES SHALL BE IMPRINTED WITH WSDOT STANDARD LOOP NAME. FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROD. ENGR. REGIONAL ADM. C:1WorklProjectV 2:43:11 PM 8/17/2010 dio R. JAHNS L. CHAN M. MADDEN L.HODGSON D. DYE TJV00021dmsO22681BT AS- BUILT IFC TS 167- AB.dgn REVISION TO ADDITIONAL LOOPS WHERE APPLICABLE TYPE R1 ROUND INDUCTION DETECTION LOOP (TYP °) JUNCTION BOX TYPE R1 SEE WINDING TABLE FOR EXTRA REQUIRED TURNS TYPE Rl INDUCTION LOOPS LOOP WINDING DETAILS TYPE R1 AND WR WINDING TABLE CONTROLLER TO LOOP DISTANCE (FT) TURNS 0 - 400 4 401 - 600 5 601 + 6 REGION STATE NO. 10 WASH JOB NUMBER 7/6110 NBY CONTRACT NO. 10/8/07 C-7296 DATE LOCATION NO. 'WA s8A. �$��865 S T 1 ssIONAL t cl P.E. STAMP BOX TO CONTROLLER DATE �S M° ST° Jo 0� W A Sly� `z o STATION • 11118+65 TEMPORARY LOOP EXISTING PULLBOX MAINTAIN AND PROTECT EXISTING — CONDUIT IN WORK ZONE. PB v z z z z z / / / / z / / / / z z 4 z z Z.a z z Z,z z z z z z z z z z z z z z z z / z z z z z z z z z z z z z 2' SHOULDER I ( I EXISTNG INDUCTION--- -*"*\ / I � I \ 2� 17 LOOP DETECTION (TYP °) I L1 L4 \ly' \ , 11' I L2 L5 SOUTHBOUND <>L 3 L 6 EXISTNG CONDUIT (TYP °) 3' SHOULDER ; ;T�. EXISTING JUNCTION BOX/ F T 71 1— x 4-- " v N EXISTING ES CABINET LOOP PLACEMENT FACE OF BARRIER \ T A N - WSDOT STANDARD LOOP NAME t::C i_ TYPE R1 ROUND INDUCTION DETECTION LOOP (TYP °) N _MS _ _S 1 _MS _ _S2 _MSH _S3 _MS --- 1 _MS --- 2 _MSH _ _3 LX L1 L2 L3 L4 L5 L6 A 27' _6„ 16' _6„ 5 _6" 27, _6„ 16' _6„ 5 D4rE P.E. STAMP • 11 CI Inni r- KA - ni -r n i c- ni r rr- FA 1 ' ' i INU UUI\JUU 1 ' LOOP STUBOUT 9 --� SEE LOOP STUBOUT CONDUIT PLACEMENT D E T A I L 0 TYPICAL CONDUIT PLACEMENT FOR LOOP LEAD— IN WIRES LOOP LEAD PAIRS 1-2 3 4-5 6-8 9- 12 CONDUIT SIZE ( MIN ° ) 1 " 1 1 /q" 11/2 2" 21/2" CABLE JACKET MINIMUM AREA-- C BY " ;TRIC TAPE UE I EU I U(-\ EEHD- IN CABLE 2C(S)9 SEE STD. SPEC. 9- 2903(7) VARIES - SEE LOOP STUBOUT CONDUIT PLACEMENT DETAILS SEAL CONDUIT WITH DUCT SEAL i FT An- TN1 C, nlAirrIITc '— CONDUIT DRILL HOLE 1/2" LARGER THAN BELL END BUSHING FILL WITH EPDXY LEAD —IN SAWCUTS AND STUBOUT DETAIL DETAIL A IweIsla W, I no, 15'/ 24" STUBOUT SHALL EXTEND A MINIMUM %4" INTO PAVEMENT, PAVEMENT DEPTH VARIES. SCHED 40 PVC SECURED TO JUNCTION BOX''- INTO ROAD SURFACE (TYP ®) *SEE DETAIL A .TO ADDITIONAL LOOPS WHERE APPLICABLE B 6 CAj�j A CENTER OF LANE lamma Lowl INDUCTION LOOP N A 10 WIDTH OF SAWCUT Y32/ / - Y16// WIDER THAN DIAMETER OF LOOP WIRE SECTION A—A z „ A=p LOOP STUBOUT 5 CONDUIT PLACEMENT DETAIL a D FILL WITH COOL APPLICATION SEALANT SOLDERED COMPRESSION CONNECTION TO ENCAPSULATE CONDUCTORS. TWO LAYERS OF VINYL ELECTRIC TAPE DRAIN WIRE (FOLD BACK AND TAPE) * GROUND DRAIN WIRE AT AMPLIFIER ONLY. NOTEo SPLICE KITS SHALL BE CENTERED ON CONDUCTORS AND SUFFICIENT SLACK SHALL BE PROVIDED THAT THE SPLICE CAN BE RAISED A MINIMUM OF 18// ABOVE GROUND LINEo 2 LOOP WIRE - #14 AWG. 3 LEAD -IN WIRES- (SEE INSTALLATION NOTES) THREE PAIR MAXIMUM PER SAWCUT° O4 EXTEND SAWCUT SUFFICIENT LENGTH TO PROVIDE FULL SAWCUT DEPTH AROUND CORNERS. O5 WEARING COURSE (LOOPS SHALL BE INSTALLED PRIOR TO FINAL LIFT IF NEW PAVEMENT IS INSTALLED) WHERE APPLICABLE° 0 O �—� x <z MINISA Femom WIDTH OF SAWCUT Y16// - 1/$// WIDER THAN TWICE THE bIAMETER OF THE LOOP WIRE SECTION B -B 0 0 �--{ x 75:7 Q N WIDTH OF SAWCUT f16” - 1/8" WIDER THAN TWICE THE DIAMETER OF THE LOOP WIRE 11 LUMINAIRE S SCHEDULE S SERVICE N Noe 1320 T LOCATION TYPE - Tm 23 N ■ � � R 0 60 100 SCALE IN FEET �@ �17rl -^", �", .....,...,.. '��/�'^', � °'" "n " � ! r I � } :qr� �„ 01/1"_U "..°- �,. 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"» .,.....M ... ..»,»... ..... ... n m ILLUMINATION LEGEND EXISTING NEW --- - - - - -- RIGHT OF WAY ' ' ® JUNCTION BOX TYPE 1 (TYPE 4 IF IN PAVED AREA) JUNCTION BOX TYPE 2 (TYPE 5 IF IN PAVED AREA) JUNCTION BOX TYPE 7 (TYPE C IF IN PAVED AREA) Ly H ® JUNCTION BOX NEMA -�--� LIGHT STANDARD DOUBLE METAL -� --E LIGHT STANDARD SINGLE METAL ?,D UNDER DECK LUMINAIRE �1J T SERVICE CABINET ------- - - - - -- - - - - -- - -- CONDUIT Am WIRE NOTE Q CONSTRUCTION NOTE LTJ ❑T TRANSFORMER CABINET (SEE ITS PLANS) FILE NAME C: 1WorkiProjectWiselBTJV00021dms022681BTJV0002 PS IL 167 -AB. TIME 3:45:13 PM DATE 811912010 PLOTTED BY dlo DESIGNED BY J. GELLINGS ENTERED BY L. JOHNSON CHECKED BY K. OSWELL Q AS -BUILT PROJ. ENGR. L. HODGSON IFC REGIONAL ADM. D. DYE REVISION CONSTRUCTION NOTES, OCONSTRUCT FOUNDATION AND INSTALL LIGHT STANDARD AND LUMINAIRE. USE SHOEBOX STYLE LUMINAIRE. OREMOVE FOUNDATION AND LIGHT STANDARD. OSPLICE CONDUCTORS TOL EXISTING ILLUMINATION CIRCUIT IN JUNCTION BOX PER WIRING SCHEDULE. O4 INTERCEPT EXISTING CONDUIT AND EXTEND TO JUNCTION BOX. SPLICE CONDUCTORS TO EXISTING ILLUMINATION CIRCUIT PER WIRING SCHEDULE. REMOVE CONDUCTORS FROM CONDUIT. OINSTALL LIGHT STANDARD AND LUMINAIRE ON RETAINING WALL. USE SHOEBOX STYLE LUMINAIRE. SEE RETAINING WALL PLANS FOR FOUNDATION DETAILS. OSEE ITS PLAN SHEETS FOR CONTINUATION OF POWER RUN. OROUTE ILLUMINATION POWER TO SIGN LIGHT(S). REGION STATE ��'it R a ��'� S 0. T. JO NO. FED.AID PROJ.NO. �� of WA88j*G W q �� '�� of 10 WAS l JOB NUMBER o 15812 � 4> o �GI S TE�4' �1� S � ` CONTRACT NO. LOCATION NO. SIGNAL A� 7/6/1 o Ms 12/6/07 KO 0/19//v - C -7295 DATE ATE DATE BY P.E. STAMP BOX P.E. STAMP BOX T- 269131 SCHEDULE SAD 1320 240/480 V - ---------------- CONDUCTORS SIZE M��n r ILLUMINATION ILLUMINATION ILLUMINATION ITS POWER 334R ITS POWER 336D mI am ILLUMINATION ILLUMINATION ILLUMINATION ITS POWER 334R ITS POWER 336D Washington State M1�113;�11,\1� Department of Transportation • DAVID EVANS ILFttVGER BERGEN ANDASSOCIATES me. 415 -118th Avenue SE Bellevue Washington 98005 -3518 Civil Inc, Phone: 425.519.6500 TRI -STATE CONSTRUCTION, INC -�--� LIGHT STANDARD DOUBLE METAL -� --E LIGHT STANDARD SINGLE METAL ?,D UNDER DECK LUMINAIRE �1J T SERVICE CABINET ------- - - - - -- - - - - -- - -- CONDUIT Am WIRE NOTE Q CONSTRUCTION NOTE LTJ ❑T TRANSFORMER CABINET (SEE ITS PLANS) FILE NAME C: 1WorkiProjectWiselBTJV00021dms022681BTJV0002 PS IL 167 -AB. TIME 3:45:13 PM DATE 811912010 PLOTTED BY dlo DESIGNED BY J. GELLINGS ENTERED BY L. JOHNSON CHECKED BY K. OSWELL Q AS -BUILT PROJ. ENGR. L. HODGSON IFC REGIONAL ADM. D. DYE REVISION CONSTRUCTION NOTES, OCONSTRUCT FOUNDATION AND INSTALL LIGHT STANDARD AND LUMINAIRE. USE SHOEBOX STYLE LUMINAIRE. OREMOVE FOUNDATION AND LIGHT STANDARD. OSPLICE CONDUCTORS TOL EXISTING ILLUMINATION CIRCUIT IN JUNCTION BOX PER WIRING SCHEDULE. O4 INTERCEPT EXISTING CONDUIT AND EXTEND TO JUNCTION BOX. SPLICE CONDUCTORS TO EXISTING ILLUMINATION CIRCUIT PER WIRING SCHEDULE. REMOVE CONDUCTORS FROM CONDUIT. OINSTALL LIGHT STANDARD AND LUMINAIRE ON RETAINING WALL. USE SHOEBOX STYLE LUMINAIRE. SEE RETAINING WALL PLANS FOR FOUNDATION DETAILS. OSEE ITS PLAN SHEETS FOR CONTINUATION OF POWER RUN. OROUTE ILLUMINATION POWER TO SIGN LIGHT(S). REGION STATE ��'it R a ��'� S 0. T. JO NO. FED.AID PROJ.NO. �� of WA88j*G W q �� '�� of 10 WAS l JOB NUMBER o 15812 � 4> o �GI S TE�4' �1� S � ` CONTRACT NO. LOCATION NO. SIGNAL A� 7/6/1 o Ms 12/6/07 KO 0/19//v - C -7295 DATE ATE DATE BY P.E. STAMP BOX P.E. STAMP BOX T- 269131 SCHEDULE SAD 1320 240/480 V - ---------------- CONDUCTORS SIZE M��n r ILLUMINATION ILLUMINATION ILLUMINATION ITS POWER 334R ITS POWER 336D mI am ILLUMINATION ILLUMINATION ILLUMINATION ITS POWER 334R ITS POWER 336D Washington State M1�113;�11,\1� Department of Transportation • DAVID EVANS ILFttVGER BERGEN ANDASSOCIATES me. 415 -118th Avenue SE Bellevue Washington 98005 -3518 Civil Inc, Phone: 425.519.6500 TRI -STATE CONSTRUCTION, INC CONSTRUCTION NOTES, OCONSTRUCT FOUNDATION AND INSTALL LIGHT STANDARD AND LUMINAIRE. USE SHOEBOX STYLE LUMINAIRE. OREMOVE FOUNDATION AND LIGHT STANDARD. OSPLICE CONDUCTORS TOL EXISTING ILLUMINATION CIRCUIT IN JUNCTION BOX PER WIRING SCHEDULE. O4 INTERCEPT EXISTING CONDUIT AND EXTEND TO JUNCTION BOX. SPLICE CONDUCTORS TO EXISTING ILLUMINATION CIRCUIT PER WIRING SCHEDULE. REMOVE CONDUCTORS FROM CONDUIT. OINSTALL LIGHT STANDARD AND LUMINAIRE ON RETAINING WALL. USE SHOEBOX STYLE LUMINAIRE. SEE RETAINING WALL PLANS FOR FOUNDATION DETAILS. OSEE ITS PLAN SHEETS FOR CONTINUATION OF POWER RUN. OROUTE ILLUMINATION POWER TO SIGN LIGHT(S). REGION STATE ��'it R a ��'� S 0. T. JO NO. FED.AID PROJ.NO. �� of WA88j*G W q �� '�� of 10 WAS l JOB NUMBER o 15812 � 4> o �GI S TE�4' �1� S � ` CONTRACT NO. LOCATION NO. SIGNAL A� 7/6/1 o Ms 12/6/07 KO 0/19//v - C -7295 DATE ATE DATE BY P.E. STAMP BOX P.E. STAMP BOX T- 269131 SCHEDULE SAD 1320 240/480 V - ---------------- CONDUCTORS SIZE M��n r ILLUMINATION ILLUMINATION ILLUMINATION ITS POWER 334R ITS POWER 336D mI am ILLUMINATION ILLUMINATION ILLUMINATION ITS POWER 334R ITS POWER 336D Washington State M1�113;�11,\1� Department of Transportation • DAVID EVANS ILFttVGER BERGEN ANDASSOCIATES me. 415 -118th Avenue SE Bellevue Washington 98005 -3518 Civil Inc, Phone: 425.519.6500 TRI -STATE CONSTRUCTION, INC Washington State M1�113;�11,\1� Department of Transportation • DAVID EVANS ILFttVGER BERGEN ANDASSOCIATES me. 415 -118th Avenue SE Bellevue Washington 98005 -3518 Civil Inc, Phone: 425.519.6500 TRI -STATE CONSTRUCTION, INC T. 23 N., R. 5 E., W.M. O o r- j r. H- �w 'r- W W = Z to J W W Z � V Q ILLUMINATION LEGEND EXISTING �xy L �I s iT -I �.L J M, -A r. L FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. NEW ►1 r As O If C:1Work\ProjectVl 2:51:39 PM 8/17/2010 dlo J. GELLINGS L. JOHNSON K. OSWE LL L. HODGSON D. DYE RIGHT OF WAY: JUNCTION BOX t TYPE 1 (TYPE 4 IF IN PAVED AREA) JUNCTION BOX' TYPE 2 (TYPE 5 IF IN PAVED AREA) JUNCTION BOXY TYPE 7 (TYPE 6 IF IN PAVED AREA) JUNCTION BOXY NEMA LIGHT STANDARD DOUBLE METAL LIGHT STANDARD SINGLE METAL i UNDER DECK cLUMINAIRE SERVICE CABINET CONDUIT WIRE NOTE CONSTRUCTION NOTE TRANSFORMER CABINET (SEE ITS PLANS) TJV00021dms022681BTJV0002_PS 1I 167- AB.dan AS -BUILT IFC REVISION C'_[11VQTQ1IP -TIC' Ki Klt"1T =C vCONSTRUCT FOUNDATION AND INSTALL LIGHT STANDARD AND LUMINAIRE. USE SHOEBOX STYLE LUMINAIRE. OREMOVE FOUNDATION AND LIGHT STANDARD. O3 SPLICE CONDUCTORS TO EXISTING ILLUMINATION CIRCUIT IN JUNCTION BOX PER WIRING SCHEDULE. O4 INTERCEPT EXISTING CONDUIT AND EXTEND TO JUNCTION BOX. SPLICE CONDUCTORS TO EXISTING ILLUMINATION CIRCUIT PER WIRING SCHEDULE. OREMOVE CONDUCTORS FROM CONDUIT. OINTSTALL LIGHT STANDARD AND LUMINAIRE ON RETAINING WALL. USE SHOEBOX STYLE LUMINAIRE. SEE RETAINING WALL PLANS FOR FOUNDATION DETAILS. OSEE ITS PLAN SHEETS FOR CONTINUATION OF POWER RUN. OROUTE ILLUMINATION POWER TO SIGN LIGHT(S). REGION STATE NO. 10 WAS JOB NUMBER 716110 MS CONTRACT NO. 1216107 KO C -7295 DATE BY LOCATION NO. 41 `psi P.E. STAMP BOX DATE I ■ 0- c� NiA S %� INTE �� Washington State of W A Sq D,S, -O/ Department of Transportation a 405Y Corridor Program SHEET OF t 4 t qk 3j� 9i } 333 i fy ' a g { S i % It t• �t +� { � { i %/ EE i { ff E .?ice t t } O o r- j r. H- �w 'r- W W = Z to J W W Z � V Q ILLUMINATION LEGEND EXISTING �xy L �I s iT -I �.L J M, -A r. L FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. NEW ►1 r As O If C:1Work\ProjectVl 2:51:39 PM 8/17/2010 dlo J. GELLINGS L. JOHNSON K. OSWE LL L. HODGSON D. DYE RIGHT OF WAY: JUNCTION BOX t TYPE 1 (TYPE 4 IF IN PAVED AREA) JUNCTION BOX' TYPE 2 (TYPE 5 IF IN PAVED AREA) JUNCTION BOXY TYPE 7 (TYPE 6 IF IN PAVED AREA) JUNCTION BOXY NEMA LIGHT STANDARD DOUBLE METAL LIGHT STANDARD SINGLE METAL i UNDER DECK cLUMINAIRE SERVICE CABINET CONDUIT WIRE NOTE CONSTRUCTION NOTE TRANSFORMER CABINET (SEE ITS PLANS) TJV00021dms022681BTJV0002_PS 1I 167- AB.dan AS -BUILT IFC REVISION C'_[11VQTQ1IP -TIC' Ki Klt"1T =C vCONSTRUCT FOUNDATION AND INSTALL LIGHT STANDARD AND LUMINAIRE. USE SHOEBOX STYLE LUMINAIRE. OREMOVE FOUNDATION AND LIGHT STANDARD. O3 SPLICE CONDUCTORS TO EXISTING ILLUMINATION CIRCUIT IN JUNCTION BOX PER WIRING SCHEDULE. O4 INTERCEPT EXISTING CONDUIT AND EXTEND TO JUNCTION BOX. SPLICE CONDUCTORS TO EXISTING ILLUMINATION CIRCUIT PER WIRING SCHEDULE. OREMOVE CONDUCTORS FROM CONDUIT. OINTSTALL LIGHT STANDARD AND LUMINAIRE ON RETAINING WALL. USE SHOEBOX STYLE LUMINAIRE. SEE RETAINING WALL PLANS FOR FOUNDATION DETAILS. OSEE ITS PLAN SHEETS FOR CONTINUATION OF POWER RUN. OROUTE ILLUMINATION POWER TO SIGN LIGHT(S). REGION STATE NO. 10 WAS JOB NUMBER 716110 MS CONTRACT NO. 1216107 KO C -7295 DATE BY LOCATION NO. 41 `psi P.E. STAMP BOX DATE I ■ 0- c� NiA S %� INTE �� Washington State of W A Sq D,S, -O/ Department of Transportation a 405Y Corridor Program SHEET OF In t l WIRING SCHEDULE SAD 1320 240/480 V T. 23 N, R.rJ Em, W.M. CONDUIT CONDUCTORS NO* SIZE EXISTING NEW CKT COMMENT 15 EX. 2" EMPTY 25 EX 2 2—#6 C ITS POWER 336D 0 60 100 29 2 2—#6 C ITS POWER 336D SCALE IN FEET WIRING SCHEDULE SAD 4550 240/480 V A NO. CONDUIT SIZE CONDUCTORS CKT COMMENT EXISTING NEW 16 EX 0 '2 2-#8 A ILLUMINATION 2-#6 C ITS POWER 3366 17 EX, 2 2-#8 A ILLUMINATION 40 , . _^ EX. 2" 2-#6 LEGEND C ITS POWER 3366 18 EX. 2" SPARE 19 EX. 2" 1 2-#6 1 C ITS POWER 3368 CONSTRUCTION NOTES OCONSTRUCT FOUNDATION AND INSTALL LIGHT STANDARD AND LUMINAIRE. USE SHOEBOX STYLE LUMINAIRE. OREMOVE FOUNDATION AND LIGHT STANDARD. OSPLICE CONDUCTORS TO EXISTING ILLUMINATION CIRCUIT IN JUNCTION BOX PER WIRING SCHEDULE. O4 INTERCEPT EXISTING CONDUIT AND EXTEND TO JUNCTION BOX. SPLICE CONDUCTORS TO EXISTING ILLUMINATION CIRCUIT PER WIRING SCHEDULE. OREMOVE CONDUCTORS FROM CONDUIT. OINTSTALL LIGHT STANDARD AND LUMINAIRE ON RETAINING WALL. USE SHOEBOX STYLE LUMINAIRE. SEE RETAINING WALL PLANS FOR FOUNDATION DETAILS. OSEE ITS PLAN SHEETS FOR CONTINUATION OF POWER RUN. OROUTE ILLUMINATION POWER TO SIGN LIGHT(S). OREMOVE EXISTING JUNCTION BOX. EXTEND CONDUIT TO NEW JUNCTION BOX. "o, X" Now 18\ /19 h Lu. Uj JU _ + N 40 , . _^ ILLUMINATION LEGEND . . . . . . . . . . . . - -j LU EXISTING NEW - - - - - - - - - - - - - - - - - LU - --------- RIGHT OF WAY Z", JUNCTION BOX TYPE 1 (TYPE 4 IF IN PAVED AREA) PIN! Ul JUNCTION BOX TYPE 2(TYPE 5 IF IN PAVED AREA) . . y :Z� . ....... JUNCTION BOX TYPE 7 (TYPE 6 IF IN PAVED AREA) Ul JUNCTION BOX NEMA r -G1 x ...... LIGHT STANDARD DOUBLE METAL x . . .... - Z' :::.1"-.::' - . _' _'_ " -1 _.- - - Z - -- - -- ..... ...... EC167 LINE - -- - -- 7L__ 2�1 Now D Ul 0_4e LIGHT STANDARD SINGLE METAL . . .... . ..... . . . ....... x -- - - 7 X17 _ 0 - UNDER DECK LUMINAIRE ® SERVICE CABINET fl . ......... . ......... . . ... . .... ------ . .•......... CONDUIT - - ------ As WIRE NOTE 25 CONSTRUCTION NOTE . . .... ... L _j ® TRANSFORMER CABINET (SEE ITS PLANS) 1� 4" x 17 E. 15 16 AIII 18\ /19 h Lu. Uj JU + N . . . . . . . . . . . . - -j LU - - - - - - - - - - - - - - - - - LU - - - - - - - - - - - -- -- _ Va now Z", Ul . . y :Z� . ....... Ul r -G1 x ...... x . . .... - Z' :::.1"-.::' - . _' _'_ " -1 _.- - - Z - -- - -- ..... ...... 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Phone: 425.519.6500 TRI-STATE CONSTRUCTION, INC 1 I g 138 • 168 �q Q C4 Q V- T- j to W T- LIJ W mi w Uj 0 LUMINAIRE SCHEDULE LOCATION TYPE CKT DISTRIBUTION STA OFFSET WATTAGE A 11103+26 741 LT 111-MED CUTOFF -400 HPS A 11106+56 73.75' LT III-MED CUTOFF -400 HPS SERVICE No. 4550 BARRIER MOUNTED, OFFSET 811± BARRIER MOUNTED, OFFSET 81v± FAI T. 23 N., R. 5 E., W.M. FAI 7 "A w"W"A. 'w MW6.—. 'ar ir.— 1. . — . . . .. . — . . — . . x— . 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GELLINGS ENTERED BY L. JOHNSON CHECKED BY K. OSWELL AS-BUILT PROD. ENGR. L. HODGSON IFC REGIONAL ADM. D. DYE REVISION CONSTRUCTION NOTES OCONSTRUCT FOUNDATION AND INSTALL LIGHT STANDARD AND LUMINAIRE. USE SHOEBOX STYLE LUMINAIRE. OREMOVE FOUNDATION AND LIGHT STANDARD. O3 SPLICE CONDUCTORS TO EXISTING ILLUMINATION CIRCUIT IN JUNCTION. BOX PER WIRING SCHEDULE. Oq INTERCEPT EXISTING CONDUIT AND EXTEND TO JUNCTION BOX. SPLICE CONDUCTORS TO EXISTING ILLUMINATION CIRCUIT PER WIRING SCHEDULE. OREMOVE CONDUCTORS FROM CONDUIT. OINTSTALL LIGHT STANDARD AND LUMINAIRE ON RETAINING WALL. USE SHOEBOX STYLE LUMINAIRE. SEE RETAINING WALL PLANS FOR FOUNDATION DETAILS. OSEE ITS PLAN SHEETS FOR CONTINUATION OF POWER RUN. OROUTE ILLUMINATION POWER TO SIGN LIGHT(S). OREMOVE EXISTING JUNCTION BOX. EXTEND CONDUIT TO NEW JUNCTION BOX. REGION STATE FEDAD PROIN0. NO. 10 WAS14 JOB NUMBER 716110 MS CONTRACT NO. LOCATION NO. 1216107 KO C-7295 DATE BY WAS,& 0 15812 GIST ti ssIONAL � DATE P.E. STAMP BOX S7. 1,2 7JO OF WA sq N 0 A L � � �# In DATE P.E. STAMP BOX 0 60 100 SCALE IN FEET CONDUIT11 SIZE EX 2 CONDUCTORS EXISTING 2-#8 ILLUMINATION ��o ILLUMINATION ITS POWER 337 ILLUMINATION F ILLUMINATION m��o ---------- ITS POWER 337 illxilt I ILLUMINATION I TS____POWER 336B ILLUMINATION (SIGN LIGHTS) x Ag 14 14 _X x FAI 7 "A w"W"A. 'w MW6.—. 'ar ir.— 1. . — . . . .. . — . . — . . x— . I 15\ � 9 E QL r _ ;c _j kil 4- d '4 14- ......... ..... ..... ......... y.._... ....... .»...... ... - w w f V T.— ROAR ''I' I ------------------------------ - ----------------------------------------------------------------------------------------------------------------------------------------- -------------- T --------------------------------------------------------------------------------------------- -- .AA A ^ MM 01 01 04 01 n 44 44 a ILLUMINATION LEGEND EXISTING NEW RIGHT OF WAY JUNCTION BOX TYPE 1 (TYPE 4 IF IN PAVED AREA) JUNCTION BOX TYPE 2 (TYPE 5 IF IN PAVED AREA) JUNCTION BOX TYPE 7 (TYPE 6 IF IN PAVED AREA) JUNCTION BOX NEMA LIGHT STANDARD DOUBLE METAL LIGHT STANDARD SINGLE METAL 'TAD UNDER DECK LUMINAIRE SERVICE CABINET ------ — ----------- CONDUIT At WIRE NOTE CONSTRUCTION NOTE F LJ TRANSFORMER CABINET (SEE ITS PLANS) FILE NAME C:XWorkXProjectWiseXBTJV00021dms022681BTJV0002 PS IL 167-AB.dgn TIME 2:61:47 PM DATE 811712010 PLOTTED BY d10 DESIGNED BY J. GELLINGS ENTERED BY L. JOHNSON CHECKED BY K. OSWELL AS-BUILT PROD. ENGR. L. HODGSON IFC REGIONAL ADM. D. DYE REVISION CONSTRUCTION NOTES OCONSTRUCT FOUNDATION AND INSTALL LIGHT STANDARD AND LUMINAIRE. USE SHOEBOX STYLE LUMINAIRE. OREMOVE FOUNDATION AND LIGHT STANDARD. O3 SPLICE CONDUCTORS TO EXISTING ILLUMINATION CIRCUIT IN JUNCTION. BOX PER WIRING SCHEDULE. Oq INTERCEPT EXISTING CONDUIT AND EXTEND TO JUNCTION BOX. SPLICE CONDUCTORS TO EXISTING ILLUMINATION CIRCUIT PER WIRING SCHEDULE. OREMOVE CONDUCTORS FROM CONDUIT. OINTSTALL LIGHT STANDARD AND LUMINAIRE ON RETAINING WALL. USE SHOEBOX STYLE LUMINAIRE. SEE RETAINING WALL PLANS FOR FOUNDATION DETAILS. OSEE ITS PLAN SHEETS FOR CONTINUATION OF POWER RUN. OROUTE ILLUMINATION POWER TO SIGN LIGHT(S). OREMOVE EXISTING JUNCTION BOX. EXTEND CONDUIT TO NEW JUNCTION BOX. REGION STATE FEDAD PROIN0. NO. 10 WAS14 JOB NUMBER 716110 MS CONTRACT NO. LOCATION NO. 1216107 KO C-7295 DATE BY WAS,& 0 15812 GIST ti ssIONAL � DATE P.E. STAMP BOX S7. 1,2 7JO OF WA sq N 0 A L � � �# In DATE P.E. STAMP BOX 0 60 100 SCALE IN FEET IN I Adft Washington State r R TE */Af Department of Transportation 4 'M 0 Corridor Program In DAVID EVANS ILFINGERBERGER A oASSOCIATESma. 415 - 118th Avenue SE Bellevue Washington 98005-3518 Civil Inc. Phone: 425.0.6500 ME= In TRI-STATE CONSTRUCTION, INC e 1~14a &ww'Cang CONDUIT11 SIZE EX 2 CONDUCTORS EXISTING 2-#8 ILLUMINATION ��o ILLUMINATION ITS POWER 337 ILLUMINATION F ILLUMINATION m��o ---------- ITS POWER 337 ILLUMINATION I TS____POWER 336B ILLUMINATION (SIGN LIGHTS) IN I Adft Washington State r R TE */Af Department of Transportation 4 'M 0 Corridor Program In DAVID EVANS ILFINGERBERGER A oASSOCIATESma. 415 - 118th Avenue SE Bellevue Washington 98005-3518 Civil Inc. Phone: 425.0.6500 ME= In TRI-STATE CONSTRUCTION, INC e 1~14a &ww'Cang t1 .NMI SB3 _ LUMINAIRE SCHEDULE SERVICE No. 4550 LOCATION TYPE - CKT DISTRIBUTION MAST HI BASE COMMENTS T. 23 No R. 5 E., W.M. to [A OFFSET WATTAGE ARM TYPE s„ i r i s i £< A 11116+80 73 LT 1 1 1 —MED CUTOFF 12 50 FIXED £ F} —400 HPS 1 1 1 —MED CUTOFF A 11118+50 73 LT 12 50 FIXED { —400 HPS vy Y 1 -- ,. ., ;"•rte. „ ��z ":. ✓ . `° .„. „ J ££ � •-.,.. .,._ ... -.�. .,,,, ». „ m .,..., „ .emu. „a...,,,�, ".�. ^'�„, �.... . „,. „. ... e.,p£ � < <wi...A.. „' . ' r .'i"°�.xz� �; � �„ ,i.� 3 „ ”" ...•. °„ p "••„�, msµ , „s' «� *� � ”. .-..., _ „„ .,. °�.A, M •- � � ....„ . „LM:; � r' 4_, P, *1 ti,.n, M.„ „. w '"`"°ro...s.. �, „„ .., ..,�• r. ..„ 0 ! ... „ ..„ W „ �• "'..«.,....,,.,,,�.� ¢} *�»�„� . o�.°m., » � � ' „...,. „. M1. 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SPLICE CONDUCTORS TO EXISTING ILLUMINATION CIRCUIT IN JUNCTION BOX PER WIRING SCHEDULE. INTERCEPT EXISTING CONDUIT AND EXTEND TO JUNCTION BOX. SPLICE CONDUCTORS TO EXISTING ILLUMINATION CIRCUIT PER WIRING SCHEDULE. REMOVE CONDUCTORS FROM CONDUIT. O 1, As R1 Q CAWorklProjectWise 2:51:52 PM 8/17/2010 dlo J. GELLINGS Ls JOHNSON K. OSWE LL L.HODGSON LIGHT STANDARD SINGLE METAL UNDER DECK LUMINAIRE SERVICE CABINET CONDUIT WIRE NOTE CONSTRUCTION NOTE TRANSFORMER CABINET (SEE ITS PLANS) ,IBTJV00021dms022681BTJV0002 PS IL 167- AB.dgn /2\ AS -BUILT 1 NDC 34- CAMERA POLE/TRANSFORMER RELOCATE ® IFC um • k' OSEE ITS PLAN SHEETS FOR CONTINUATION OF POWER RUN. OROUTE ILLUMINATION POWER TO SIGN LIGHT(S). OCONSTRUCT FOUNDATION AND INSTALL LIGHT STANDARD AND LUMINAIRE PER STANDARD PLAN J -1 B. USE SHOEBOX STYLE LUMINAIRE. LIGHT STANDARD LOCATED IN AN ECOLOGY EMBANKMENT. FOUNDATION DEPTH SHALL BE MEASURED FROM THE BOTTOM OF THE ECOLOGY MIX. SEE SHEET DD4 FOR DET, REGION STATE FED,AID PROINO. NO. 10 WAS JOB NUMBER 716/10 MS 04/18108 JMG CONTRACT NO. LOCATION NO. 1216107 KO C -7295 DATE BY 41 W WA DATE P.E. STAMP BOX ,, III 11111 0. r° `l0 O w a F Sys 2�A L EN DAfr E P.E. STAMP BOX 1 so 101i SCALE IN FEET w ,,WIRING SCHEDULE SAD 4550 240/480 V 2 CONDUIT!i� CONDUCTORS SIZE ILLUMINATION, ITS POWER 33& ITS POWER 337, 336B ILLUMINATION ITS POWER 3379 336B ILLUMINATION ITS POWER 3379 336B ILLUMINATION ILLUMINATION ITS POWER 3379 336B INTE �Washington State R i Department of Transportation 40 Corridor Program In DAVID EVANS ILFINGER BERGER ®® ^NoASSOCIATESma. „ 415 - 118th Avenue SE Civil inc. Bellevue Woshin_aton 98005 -3518 Phone: 425.519.6500 TRI -STATE CONSTRUCTION, INC C!,e're�ca� C`un�aacting� -i LUMINAIRE SCHEDULE SERVICE .Noe 882 LOCATION TYPE — LUM. CKT DISTRIBUTION MAST HI BASE COMMENTS NUMBER T. 23 N., R. 5 E., W.M. 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".. m .. — to Uj + It" Bs 8409 W_ ...... �. .. .� _... . 6 ? ... _— — -— — - O ti Uj ... > .J W ;.'�. .. �..�:�� - -.� V♦ �::�'""' { Y "�,;..u<. ��.,,, �. .. m..,„,. w„.. ".. .....« . µ.« •, ., .... "_ « ... m. w, ,.... «' """ ,.. •"'_. ~„ w„w.. �-• m.w w.,~. %..m. w..". .» �.�n.....o;R.:T.,,R m.,„w..w,f,,, ..w.m,., -,.... Q - �_� 1•.„„ ....a,„�_ _ y ti � ..,. . ". .,,m ... _ ~ ^_• ".. m. O i� W m. LU d w . r { .weak„ wn m% w _, •• m ~� y q 4 � w.. ~.....w.m w.. w 'm w.. w..m.. ` - `' - - `--- _ � �m�•w "�""'..�' � .„.m m" .. «., ,` • y ""' ".. µ � "'a'' w ~., 'w m.m.. �,w „„ «... "., w..~ ..~ - ... «.. m... wn «. �• i s .l 0 .-w. S - - "'-•" .. - l µ w f"` u". «.,y,„„m« »{ "� „• " •" m,. ry �� w• •• 'C.,t .. ww +. .».. « «. —I °m Ilk oe # # f £ £ # CONSTRUCTION NOTES f ILLUMINATION LEGEND EXISTING NEW CONSTRUCT FOUNDATION AND INSTALL LIGHT STANDARD AND LUMINAIRE. ° °°°° ° ° °— RIGHT OF WAY USE SHOEBOX STYLE LUMINAIRE. Z REMOVE FOUNDATION AND LIGHT STANDARD. ' ' ® JUNCTION BOX TYPE 1 (TYPE 4 IF IN PAVED AREA) �xy 3 SPLICE CONDUCTORS TO EXISTING ILLUMINATION CIRCUIT IN ® JUNCTION BOX TYPE 2 (TYPE 5 IF IN PAVED AREA) JUNCTION BOX PER WIRING SCHEDULE. JUNCTION 4 INTERCEPT EXISTING CONDUIT AND EXTEND TO JUNCTION BOX. SPLICE ® BOX TYPE 7 (TYPE 6 IF IN PAVED AREA) CONDUCTORS TO EXISTING ILLUMINATION CIRCUIT PER WIRING SCHEDULE. H ® JUNCTION BOX NEMA 5 REMOVE CONDUCTORS FROM CONDUIT. LIGHT STANDARD DOUBLE METAL 6 INTSTALL LIGHT STANDARD AND LUMINAIRE ON RETAINING WALL. USE SHOEBOX STYLE LUMINAIRE. SEE RETAINING WALL PLANS FOR - -� -fit LIGHT STANDARD SINGLE METAL FOUNDATION DETAILS. UNDER DECK LUMINAIRE �Ij SEE ITS PLAN SHEETS FOR CONTINUATION OF POWER RUN 7 . ~"~ ® SERVICE CABINET y $ ROUTE ILLUMINATION POWER TO SIGN LIGHT(S). LTJ Am O a FILE NAME CAWorkWrojectWise TIME 2:51:58 PM DATE 8/17/2010 PLOTTED BY dlo DESIGNED BY J. GELLINGS ENTERED BY L. JOHNSON CHECKED BY K.OSWELL PROD. ENGR. L. HODGSON REGIONAL ADM. D. DYE CONDUIT WIRE NOTE CONSTRUCTION NOTE TRANSFORMER CABINET (SEE ITS PLANS) TJV00021dms022681BTJV0002 _PS__IL 167- AB.dgn AS -BUILT NDC -34 CAMERA POLEITRANSFORMER RELOCATE IFC REVISION REGION STATE FED,AID PROJ.NO. NO. 10 WAS JOB NUMBER 716110 MS 04/04/08 JMG CONTRACT NO. LOCATION NO. 12/610 KO C -7295 DATE BY 00 �� 81 2R�' S T 1 ss70NAL ��G P.E. STAMP BOX �5 STa J� OF W A �1 D TE P.E. STAMP BOX INT ERS E Washington State Of Akk Department of Transportation 40 Corridor Program DAVID EVANS ILFINGER BERGER ®® ANDASSOCIATESINC. 415 - 118th Avenue SE Bellevue Washington 98005 -3518 Civil Inc. Phone: 425.519.6500 REM 0 TRI— S'T'A'T'E CONSTRUCTION, INC . ............. r M" 11 14 ILLUMINATION LEGEND T. 23 N. R. 5 E. W.M. EXISTING NEW I --------- RIGHT OF WAY �X,�, V_ _1j L -Ij iT I L F --I T� • ►J JUNCTION BOX TYPE 1 (TYPE 4 IF IN PAVED AREA) JUNCTION BOX TYPE 2 (TYPE 5 IF IN PAVED AREA) it t 11 0 50 100 it SCALE IN FEET ISI JUNCTION BOX TYPE 7 (TYPE 6 IF IN PAVED AREA) r JUNCTION BOX NEMA CONSTRUCTION NOTES LIGHT STANDARD DOUBLE METAL V CONSTRUCT FOUNDATION AND INSTALL LIGHT STANDARD AND LUMINAIRE. t4l# LIGHT STANDARD SINGLE METAL USE SHOEBOX STYLE LUMINAIRE. `'f f t REMOVE FOUNDATION AND LIGHT STANDARD. UNDER DECK LUMINAIRE it SPLICE CONDUCTORS TO EXISTING ILLUMINATION CIRCUIT IN SERVICE CABINET x +4 JUNCTION BOX PER WIRING SCHEDULE. CONDUIT 34 t I INTERCEPT EXISTING CONDUIT AND EXTEND TO JUNCTION BOX. SPLICE X� ; i I �,,Ipi, I I I il 1 A it it 1 1 A. WIRE NOTE tt CONDUCTORS TO EXISTING ILLUMINATION CIRCUIT PER WIRING SCHEDULE. a it REMOVE CONDUCTORS FROM CONDUIT. N CONSTRUCTION NOTE 4� + % fill z INTSTALL LIGHT STANDARD AND LUMINAIRE ON RETAINING WALL. 34 it FT TRANSFORMER CABINET (SEE ITS PLANS) 0 � 1 .1 USE SHOEBOX STYLE LUMINAIRE. SEE RETAINING WALL PLANS FOR 34 it FOUNDATION DETAILS. 33 3 SEE ITS PLAN SHEETS FOR CONTINUATION OF POWER RUN. io ROUTE ILLUMINATION POWER TO SIGN LIGHT(S). 34 loj�t it I t I I I 1i i it 1��, V 30 t Ile 'A 1 0. tk 33 m t ii, til 1 ... M ,f> .< "N 'r �/ :�4 ` \s \ ; `''i{ ko! 32 31 X I It It 1, 7 32 W... . . ...... jj Fri 35 34 it it FX7/1 il t i u n it TO EXISTING v, it t 4� SUA 882 240/480V it S138 Ir i mi M 1 A — — —— — —— — —— — —— — —— — 1 7 . . .. . . ........ klf --.,� . ... ..... .. ...... ... ...... .... t - - - - - - - - - - - - - - . ...... ...... ... - - - - - - - - - - - - - - - - - - - - - 00 1 m r — — — — — — — — — — — — — ..... .......... ..... ....... . ... ......... .......... .......... 167A .. . ..... . ...... ... 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ENGR. REGIONAL ADM. C AWorklProjectV 2:58:05 PM 8/1712010 dlo S. OBUNIKE D. FRANKUM J. GELLINGS L. HODGSON D. DYE V JV00021dms022681BTJV0002 DE IL 167- AB.dgn AS -BUILT IFC REVISION REGION I STATE NC 10 WAS JOB NUMBER 716110 MS CONTRACT NO. 1216107 KO C -7295 DATE BY LOCATION NO. WAo s 00 � cp� j 812 1)� ssjONAL t P.E. STAMP BOX . ST. �o .4 pf W A Sys Q ZA TE P.E. STAMP BOX BREAKER SCHEDULE EX. SAD 1320 TYPE E SERVICE 240/480V BREAKER CONTACTOR DESCRIPTION RATING SIZE ILLUMINATION lot REMOVED. A - INTERS T - Washington State Department of Transportation 405 Corridor Program DAVID EVANS ®® ANDASSOCIATESmo. iLFINGER BERGER „ 0 415 - 118th Avenue SE Bellevue Washington 98005 -3518 Civil Inc. Phones 425.519.6500 oilTRI-STATE CONSTRUCTION, INC q,.a 6d- . T- 269138 STAGE I -WIDENING SHEET OF Jill IIFA'%J[O] I E A SHEETS 1 , a SB3 SB4 c I 5 i i SL34! ; - ES 338D & VMS 338 A\ F - A -- CKT B TL-- - - - - -- 480/120V XFMR i i i i i i i 167tr02524 FILE NAME C: 1WorkiProjectWiselBTJV00021dms022681BTJV0002 DE IL 167- AB:d -- TIME 2:68:08 PM REGION STATE NO. DATE 8/17/2010 PLOTTED BY dio 10 WAS DESIGNED BY S. OBUNIKE JOB NUMBER ENTERED BY D. FRANKUM CHECKED BY J. GELLINGS AS -BUILT 716110 MS CONTRACT NO. PROJ. ENGR. L. HODGSON ® IFC 1216/07 KO C -7295 REGIONAL ADM. D. DYE REVISION DATE BY LOCATION NO. A �j 812 .4;1 S TV, 1 DATE P.E. STAMP BOX w Q r° �0 rY C� LE D E P.E. STAMP BOX BREAKER TYPE E SERVICE 2401480V MA I ILWLIM�j AdW AuOOOIIIIIIIIII�Washington State MAP Department of Transportation Corridor Program inMMM&OOMIIIIIIIIIIIN BREAKER BILFINGER CONTACTOR LOAD DESCRIPTION Q 415 - 118th Avenue SE Bellevue Washington 98005 -3518 livtl Inc, Phone: 425.519.6500 TRI -STATE CONSTRUCTION, INC ee� Uer h "t1k4 RATING SIZE (KVA) ILLUMINATION MA I ILWLIM�j AdW AuOOOIIIIIIIIII�Washington State MAP Department of Transportation Corridor Program inMMM&OOMIIIIIIIIIIIN DAVID EVANS BILFINGER BERGER ®® ANDASSOCIATESiNc. Q 415 - 118th Avenue SE Bellevue Washington 98005 -3518 livtl Inc, Phone: 425.519.6500 TRI -STATE CONSTRUCTION, INC ee� Uer h "t1k4 T -2 139 r • SHEET 144 OF 168 SHEETS `14 e8 \6 e7 >T <. , >r <, ,r <, T <, I , \10 f , f , I .9 .12 5 4 3 2 1 I e e e , CKT A (NW 1/4) _____________ ___________________.____ v►___--_t"---_ 1 1 1 __-.r— ____.C.r____._.�.T___ —_- --- ____ell- ___ —_�� _____- _— ____/;1 f I ' - - - - - - - - - - - - - - _ _ _ _ _ -- - _ _ _ _ _ _". • _ _ - - _ - _ _ _ _ _ - `., I 1 , 23 ! 22 , 1 21 20 e24 e 25 i 19 �\ , ' � i ^i f < f , >r T d CKT B (NE 1/4) e ----------------------- - - - - -- - -- - -- I------------- f f f -- - - -- i i I I 29 30 \28 e e f , , , 31 e , i 26 27 e e , , 32 e , t f , T r e r 1 � f , --------------------- �',--- - - --- -- — — — —�, I l -- — — — — - - - - - -z --- - --��, f I i ! 50 69 70 49 52 44 42 I i } T e > T e T e s T e T o T T CKT C (SW 1/4) e e 1 I .t. J. .I. .i. .. �. 1 , i i 45 SB8 SB7 SB6 SB5 1 1 62 I I 43 41 40 39 e , e 33 T e . T e T T T i ! I ! f 60 e , 1 1 I I 1- - - - - -- j-- - - - --` — — , e . e I 1 — — — -L; — — — — — v - , e i - - -- v }'j' <e CKT D (SE 1/4) I1 1 I -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — C,— — — — — — — — — — — — — - i ! ! I I 59 53 63 I I I I I , i�< e ?1� i i i f 1 64 61 72 71 ES 622D s 65 , e 66 , ` 67 ` 68 f f i t >T <e . }T <e >T <e >T <e , . f i i i CC 621 HAR 621 i______ Z _____ _____ J. _____ �- \,7 `; f I I BREAKER C SCHEDULE EX. SUA 882 ' ! I I I f TYPE E SERVICE 2401480V I I I I e I I I f ES 625D CIRCUIT' DESCRIPTION BREAKER CONTACTOR LOAD I i i I � � CC 625 ' i e l r, "1 RATING SIZE (KVA) CKT E L — i I L+ J ES 623D MAIN 100A NIA 38.4 1 I 1 l ;__—_"------- "------- y— "— '-------- -' - -`' ;, del CC 623 -1 A ILLUMINATION 20A 30A * 4.6 I 1 I i i 1 T r j H T —f B ILLUMINATION 20A 30A * 4.9 _ _' _ L + J — L — C ILLUMINATION 30A * 30A * 6.3 D ILLUMINATION 30A 30A 5.6 SERVICE (480/240V) L ----------- X10 E ITS 20A NIA 14 SUA 882 F NIA NIA L------ - - - - - G CONTROL 15A NIA 3.0 TYPE E * REPLACE EXISTING t1 CAMBER SPLICE PLAT E5 NORMAL TO BEAM •— w • , - — c! I. HORIZONTAL „51 t I P05T BEAM CAMBER PIAORAM k1n?"r'. FOR PI MEN31ON5 NOT 5HOWN 5EE TABLE 5T ANPARP MONOTUBE CANTILEVER 310N 5T RUCT URE5, 5HT . M53 FILE NAME C: XWorkXProjectWiseXBTJV0002Xdms02268XBTJV0002 DE MS 167- AB.dgn TIME 3 :10 :17 PM REGION NO. STATE DATE 811712010 "A" x '15" PLOTTED BY d10 10 WASI DESIGNED BY A. DIEDRICH JOB NUMBER. ENTERED BY C. SCHREINER AS -BUILT 716/10 MS CHECKED BY R. TURPIN a FOUNDATION EMBEDMENT INCREASED 11/14/07 RB CONTRACT NO. PROD. ENGR. L. HODGSON IFC 10/16/07 RB C -7295 REGIONAL ADM. D. DYE REVISION DATE B Y LOCATION NO. SEE DETAIL M510 <U CAMBER II -- N Z J - v Z E— q► -Olt � i w EL. 28.02 14' -0't V M5 51 GN (NO EXTERNAL LUMI NAI RE) 51GN NO. 8' -5 1/2 " ItBlt x licit RECTANGULAR TUBE --A - ------------------ - - --;- -- — --- i 5EE DETAIL B MBEAM B ( "L2) SPAN "5" = 21' -11 112 „ 121-011 LANE (HOV) ELEVATION LOOKING AHEAD ON STATION .1 15OLATION SWITCH LOCATED NEAR THE I 5HOULOEK OF ROADWAY ON THE SAME B W', BEAM A ( "L1 ") 9' -5 1/2 " 3' -0" 51 NGLE SLOPE MEP. BARRIER ----\ 2' -7 1/2" i a I r 1 i 1 1 1 a i 1 I I I Lr EL. 28.09 1 - ' - -I -" i E 167 LINE L - - - - ____� MONOTUE3E CANTILEVER SIGN OTKUCTURE N0. 10 51 PE OF T HE BEAM A5 T HE 51 GNS. 5EE NEMA 39 TERMINAL CA81 NET OET AI L. (OELET E IF NO ELECTRICAL ITEMS ON THE 510N 5T DUCT UKE). w n 919.1 5EE PETAI L /` A �,_ ` M510 ELECT P05T5 5ET BACK 1" ± !14" T RANSV ER5E TO � RPWY, FROM VERTICAL AT � BEAM. RECTANGULAR TUBE s 5EE BASF PLATE PET AI L EL. 32.08 TOP OF BARRIER EL. 32.93 50T. OF BASE PLATE 1 ct ''9.18 E167 LINE STA. 11119 +65, ON � �4�y 9513 �► GIST 1 ssjONAL�� DATE P.E. STAMP BOX CJ 0. ST. J AT Washington State 'Mr ��, of W A Sy Oy r 1 TE Department of Transportation f i 2 k405 Corridor Program AIE P.E. STAMP • 5EE SHT. M513 pp!� @@ DAVID EVANS STAGE 1 - WIDENING SHEET ILF 1�ip�VEE1 B�R�.IiE� ® ® ANDASSOCIATESma. 146 Q 415 - 118th Avenue SE Bellevue Washington 98005 -3518 MEMO Civil Inc. Phones 425.519.6500 1 1 1 OF TRr -STATE CONSTRUCTION, INC. 168 MONOTUBE CANTILEVER SIGN STRUCT, SHEETS ► "A" x '15" RECTANGULAR TUBE s 5EE BASF PLATE PET AI L EL. 32.08 TOP OF BARRIER EL. 32.93 50T. OF BASE PLATE 1 ct ''9.18 E167 LINE STA. 11119 +65, ON � �4�y 9513 �► GIST 1 ssjONAL�� DATE P.E. STAMP BOX CJ 0. ST. J AT Washington State 'Mr ��, of W A Sy Oy r 1 TE Department of Transportation f i 2 k405 Corridor Program AIE P.E. STAMP • 5EE SHT. M513 pp!� @@ DAVID EVANS STAGE 1 - WIDENING SHEET ILF 1�ip�VEE1 B�R�.IiE� ® ® ANDASSOCIATESma. 146 Q 415 - 118th Avenue SE Bellevue Washington 98005 -3518 MEMO Civil Inc. Phones 425.519.6500 1 1 1 OF TRr -STATE CONSTRUCTION, INC. 168 MONOTUBE CANTILEVER SIGN STRUCT, SHEETS t1 � PO5T 15OLAT ION 5W 1 T CH LOCATED NEAR THE I SHOULOEK OF ROADWAY ON THE SAME 510E OF THE BEAM AS THE 3I GN5. 5EE NEMA 39 TERMINAL CA81 NET CETAI L. (CELET E IF NO ELECTRICAL 1 I T EM5 ON THE 51 GN 5T RUCT URE). ' I 1 ERECT PO5T5 5ET SACK 1" %4" 1 TRAN5VE95E TO � ROWY, FROM ' V EKT I CAL AT BEAM. 5EE CET AI L A i w M310A �, -- ------------ - - - - -- 0 a 50T. OF 5A5E 1E ELEV. 29.52 TOP OF SHAFT ELEV. 29.27 5EE DETAIL M51OA- APPROX. ELEV. 21.70 EX15T. GKOUNO - - M5E WALL —` I 2' -0" MIN. T, BACK FACE OF M5E WALL C 11W11 151 -611 "X" 151 -011 5EE PErAiL d M810A SEE DETAIL e SIGN N0. 79 M511 fi a -- - -- — ',---------------- --- - -- - -- 1 ' 6' -011 go BEAM A (!11111) 1 I i f 1 1 i 24' -0" BEAM B ('1211) 51 GN SPAN 115,1 30' -011 OFFSET = 79' -3" LT. 31 ON 19A CAMBER _ LIGHTING FIXTURE (IF RE010.) 5EE 5T O. _ PLAN 0-9a CAMBEK 5PLICE PLATES NORMAL TO BEAM _ t 1 I 1 HORIZONTAL 1 ►5,1 I 1 P05T 5EAM CAMf3EK PIAGRAM FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROD. ENGR. REGIONAL ADM. C:XWork1ProjectWis 3:06:05 PM 8/17/2010 d10 A. DIEDRICH C. SCHREINER R. TURPIN L.HODGSON D. DYE JV0002Xdms02268XBTJVO X167 LINE STA. 11073 +40, 79.25' LT. E MS 167- AB.dgn AS -BUILT NDC 68 -ADDITIONAL SIGN NDC 29 - SIGN SIZE, BASE ELEV. NDC 13 -SIGN NUMBER CHANGE IFC i REGION NO. STATE 311 WAs 716110 i I 6123108 61 -31r 12' -011 121 -011 RB 1125108 RB CONTRACT NO. C -7295 W9107 JS poop SHOULDER LANE 1 1 f GUAKO PAIL ' 1 ELEV. 27.62 i ELEV. 25.10 LT. E. P. --'' ELEVATION (� I it ,.- ,--''' SHAFT FOUNDATION LOOKING AHEAD ON 5TATION 5EE 5HEET M512A I• i 'I r 1 5LEEV E. ` CON5TRUCT M5E WALLIFILL AROUNO SLEEVE. CON5T R UCT SHAFT I N310E OF 5LEEV E, I 1 I COMPLETELY FILLING 5LEEV E WITH SHAFT ' CONCRETE. MONOTU5E CANTILEVEK 5 STRUCTURE NO. 8 CAMBEK 5PLICE PLATES NORMAL TO BEAM _ t 1 I 1 HORIZONTAL 1 ►5,1 I 1 P05T 5EAM CAMf3EK PIAGRAM FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROD. ENGR. REGIONAL ADM. C:XWork1ProjectWis 3:06:05 PM 8/17/2010 d10 A. DIEDRICH C. SCHREINER R. TURPIN L.HODGSON D. DYE JV0002Xdms02268XBTJVO X167 LINE STA. 11073 +40, 79.25' LT. E MS 167- AB.dgn AS -BUILT NDC 68 -ADDITIONAL SIGN NDC 29 - SIGN SIZE, BASE ELEV. NDC 13 -SIGN NUMBER CHANGE IFC v zz Lu z 0 0 N LOCATION NO. 130LAT ION 5W I T CH LOCAT EO NEAR THE 5HOULDER OF ROADWAY ON THE 5AME 510E OF THE 5EAM A5 THE 51 GNS. 5EE NEMA 39 TERMINAL CAB1 NET CET AI L. (OELET E IF NO ELECTRICAL j I T EM5 ON THE 51 GN 5T KUCT URE). i ERECT P05T 5 5ET SACK 1" Y4 T RAN5V EK5E TO � KOWY, FROM I VERTICAL AT BEAM. ' f 1 5EE DETAIL rA � i w M310A—�� , -- ------- - - - - -- - -- - -- I 0 0 07 1rW1r _ 15' -611 8 5EE DETAIL M811 A 11X1r _ 151-011 6" 5EE DETAIL D SIGN 338 M51 DA SIGN NO. 33 -------- ---- 4.P I 61 -011 241 -011 �lvry I EAM A (11111') BEAM 8 ( "L2 ") SPAN 1x511 301_011 1 1 1 TRAFFIC BARRI EK 10, -011 SHOULDEK 5EE CET AI L C LT. E. P. r �' 50T. OF BASE IE 10510A ELEV. 23.66 e ELEVATION M5E WALL TOP OF SHAFT ,��' LOOKING AHEAD ON STATION 1 ELEV. 23.41 0 EX15T. GROUND APPROX. ELEV. 18.00 OFFSET = 75' -6" LT. W ET LAN05 IMPACT AREA LINE 79.0' LT. I 1 r � I r ' I 5HAFT FOUNDATION ' 5EE SHEET M512A K CAMBEK i r� LIGHTING FIXTURE (IF REQ'D.) 5EE 5T 0. PLAN G -9a ELEV. 28.41 MONOTUbE CANTILEVER SIGN 3TRUCTUPE N0. 9 NOTE: X167 LINE STA. 71725 +85, 75.50' LT. FOR DIMENSIONS NOT SHOWN SEE TABLE STANDARD MONOTUBE CANTILEVER SIGN STRUCTURES, SHT. MS3A x � r- �O 29513 rr '0 �QJ 0'GI S TBR�' �ssjoNAL DATE P.E. STAMP BOX �S M. S 7 d OF W A Sy ANAL F-N D TE P.E. STAMP BOX 4195 � Washington State Department of Transportation 40 Corridor Program E107 LINE T 26913C i -aos 1-5 TO SRI 69 • REGION NO. STATE 10 WAs 716110 MS 6123108 KO JOB NUMBER 3125108 RB 1125108 RB CONTRACT NO. C -7295 W9107 JS DATE BY v zz Lu z 0 0 N LOCATION NO. 130LAT ION 5W I T CH LOCAT EO NEAR THE 5HOULDER OF ROADWAY ON THE 5AME 510E OF THE 5EAM A5 THE 51 GNS. 5EE NEMA 39 TERMINAL CAB1 NET CET AI L. (OELET E IF NO ELECTRICAL j I T EM5 ON THE 51 GN 5T KUCT URE). i ERECT P05T 5 5ET SACK 1" Y4 T RAN5V EK5E TO � KOWY, FROM I VERTICAL AT BEAM. ' f 1 5EE DETAIL rA � i w M310A—�� , -- ------- - - - - -- - -- - -- I 0 0 07 1rW1r _ 15' -611 8 5EE DETAIL M811 A 11X1r _ 151-011 6" 5EE DETAIL D SIGN 338 M51 DA SIGN NO. 33 -------- ---- 4.P I 61 -011 241 -011 �lvry I EAM A (11111') BEAM 8 ( "L2 ") SPAN 1x511 301_011 1 1 1 TRAFFIC BARRI EK 10, -011 SHOULDEK 5EE CET AI L C LT. E. P. r �' 50T. OF BASE IE 10510A ELEV. 23.66 e ELEVATION M5E WALL TOP OF SHAFT ,��' LOOKING AHEAD ON STATION 1 ELEV. 23.41 0 EX15T. GROUND APPROX. ELEV. 18.00 OFFSET = 75' -6" LT. W ET LAN05 IMPACT AREA LINE 79.0' LT. I 1 r � I r ' I 5HAFT FOUNDATION ' 5EE SHEET M512A K CAMBEK i r� LIGHTING FIXTURE (IF REQ'D.) 5EE 5T 0. PLAN G -9a ELEV. 28.41 MONOTUbE CANTILEVER SIGN 3TRUCTUPE N0. 9 NOTE: X167 LINE STA. 71725 +85, 75.50' LT. FOR DIMENSIONS NOT SHOWN SEE TABLE STANDARD MONOTUBE CANTILEVER SIGN STRUCTURES, SHT. MS3A x � r- �O 29513 rr '0 �QJ 0'GI S TBR�' �ssjoNAL DATE P.E. STAMP BOX �S M. S 7 d OF W A Sy ANAL F-N D TE P.E. STAMP BOX 4195 � Washington State Department of Transportation 40 Corridor Program E107 LINE T 26913C i -aos 1-5 TO SRI 69 • 11 FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROD. ENGR. REGIONAL ADM. 5TANPAPP MONOTU5E 5107N 5KI007E5 SPAN LEGTH PO5T5 U ® BEAM A U � BEAM 5 U O 5EAM C M Q 11511 11J_J11 "All 11511 11T611 !(51,1 11511 „/^„ 1T211 l 2)1 „Q,l licit 17211 11 ,3„ 11511 licit 17-2" CAMBER 60' -011 TO 751_011 30' -011 09 LE35 1' -6" 2' -3" 1/2" 6' -011 2' -311 2' -011 3/81 91 -011 TO 141-011 2' -3" 2' -011 3/8It 30' -0' TO 351-011 2' -3" 2' -011 3/8It 3 3/4" SPAN LENGTH POST BASE Q . BOLT E0 SPLICE #1 L1 TO L2 ANO L1 TO L3 50LT EO SPLICE *2 L2 TO L3 MAXIMUM 5 /GN AREA 11511 110111 115511 115/`„ ItT311 11T611 !(51,1 11521, ItS�j,11 ,15411 ,1'('4,1 ilT511 115111 (!5211 115311 11541! 117-/(,1 ItT511 11 112 60' -0" 1 75,_011 1 3/4" 4 4 2 1/4" 3/4" 6 - 5 - 2" 518' 6 - 5 - 2 1/4" 3/4" 600 5Q. FT. QU DENOTES MAIN LOAD CARRYING TENSILE MEMBEI:S OC: TENSION COMPONENTS OF FLEXURAL MEMBERS OTANOARP MONOTU5E CANTILEVER 310N 5TRUCTURE3 SPAN LENGTH POSTS U BEAM A U O 5EAM 5 O U 11511 "Hit "A11 11511 11T111 11/ 111 115,1 ,!/',t 11T211 11L211 1IL311 11c1, 1'T2" CAMBER 201_011 TO 30' -011 301 -011 09 LE33 1_ 11 1 6 i 11 2 -0 11 112 , 11 6 -0 , 11 2 -D , ,1 2 -D It 3/8 141 -011 TO 241 -011 , I1 2 -0 , 1t 2 -D 1t 3/8 3 112 it SPAN LENGTH P05T 5A5E 50LTEO SPLICE *1 L1 TO L2 AND L1 TO L3 MAXIMUM 5IGN AREA 11511 11 111 1(55,1 )t5/. l# ,tT211 "T011 115111 1152„ 115311 ,15411 11t411 „7-511 20' -Q" TO 30' -0" 211 4 4 2" 3/4" 5 3 5 3 2 1/2" 5/8" 252 50. FT. QU DENOTES MAIN LOAD CARRYING TENSILE MEMBERS OR TENSION COMPONENTS OF FLEXURAL MEMBERS FOP 5APRI EP MOUNT EO MONNT USE 51 ON 57-RUCT UKE5. 5EE 5A5E PLATE OETAI L5 ON SHEET M513A C:1WorklProjectWis 3:06:10 PM 8/17/2010 dlo A. DIEDRICH C. SCHREINER R. TURPIN L. HODGSON D. DYE 1BTJV00021dms022681BTJV0002 DE MS 167 -AB AS -BUILT DELETED ROW IFC REVISION n LEGEND 415 ):TA.KEN IDENTIFIES SECTION, VIEW 01: DETAIL OR SHOWN ON SHEET 15 REGION STATE FED.AID PROJ.NO. NO. 10 WAS14 JOB NUMBER 716110 MS 11/14/07 RB CONTRACT NO. C -7295 LOCATION NO. 1015107 RB DATE BY 8 LTAKEN OR SHOWN ON THE SAME SHEET Ilu 29513 GI S T�� 1 4f I41VAL P.E. STAMP BOX OENEKAL NOTES 1. ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE WASHINGTON STATE DEPARTMENT OF TRANSf'OI:TATION STANDARD SPECIFICATIONS FOR I:OAD, BRIDGE AND MUNICIPAL CONSTRUCTION (ENGLfSH) DATED 2006 AND AMENDMENTS. 2. ALL BUTT JOINT WEL05 SHALL 5E FULL PENETRATION OKOOVF W EL05 WITH SACK - -UP PLAT E5 OF W' MIN. T H1 CKNE55. 3. THE SACK -UP PLATES FOR ALL FULL PENETRATION WEL05 5HALL 5E W ELOEO CONTINUOUSLY 7-0 THE J01 NEP PIECES. T H15 CAN BE GONE 5Y EITHER A CONT I NUOU5 FILLET WELD. ON THE SACK 510E OF THE PIECE, 09 5Y A CONT 1 NUOU5 WELD IN THE ROOT OF THE FULL PENETRATION WELD. 4. ALL BOLTS, 9005 ANO PELATEO HA90WAKE SHALL 5E GALVANIZED AFTER FA1391 CAT ION PER AASHT O M 232. 5. 57-EEL 509FACE5 SHALL 5E GALVANIZE0 AFTER FA591CATION IN ACCORDANCE WITH AASHT 0 M 111. ALL EXTERIOR 37-EEL 5UPFACE5 SHALL 5E PAINTEP IN ACCORDANCE WITH THE SPECIAL PPOV I SIONS. 6. 51 GN PANELS AS SHOWN IN THE CONTRACT PLANS SHALL 5E I NOT ALLEO WITH THE 3I ON 5T RUCT USE 09 I MMEOI AT ELY AFTER THE 5I ON 5T RUCT USE l5 ERECT E0. 7. FA591 CAT E 5EAM TO PPOV I DE SMOOTH PARA50LI C CAMBEP CURVE FOP 31 ON 59106E5, 5T KAI GHT LINE FOR CANTILEVER 5I ON 5T RUCT UKES. SEE CAM5EP DIAGRAM. 00 NOT SHIM AT 50LTEO SPLICES. 8. FABRI CAT E POST 5 5T RA1 GHT. 9. MAT ERI AL5 5PEC1 FI CAT IONS: ALL 5T RUCT URAL ST EEL, EXCEPT AST M A572 GR. 50 09 A5 OT HEPW 15E NOT EP A5T M A 588 ANCHOR 9005 A5T M F 1554 09. 105 HANOHOLE COVER 5CREW5 A5T M F 593 GR. 1 SPLICE 5OLT5 AA5HTO M 164 51 GN B9ACKET BOLT 5 A5T M A 307 MOUNTING 5EAM BOLT 5 AASHT 0 M 164 COVER PLAT E5 A5T M A30 ALL 5HAFT CONCRETE 5HALL 5E CLA55 4000 P EXCEPT 4000 W WHERE NOTED. ALL OTHER CA5T IN PLACE CONCRETE 5HALL 5E CLA55 4000. 10. BASE ELEVATIONS ANO POST HEIGHTS SHOWN ARE DETERMINED FROM POAOWAY GEOMETRY. THE OE51 GN /5UI LOER SHALL VERIFY ELEVATIONS AND ALL STEEL STRUCTURE PIMENOIONS PRIOR TO COMPLETION OF THE FA5RICATION OF THE STRUCTURAL STEEL AND DOCUMENT ANY CHANGES. 11. SEE OTHER PLANS FOR CONOUI T PENET RAT IONS ANO HANG HOLES. REFER TO ELECTRICAL PLANS FOR INTERNAL ROUTING OF CONOUCTOP 5. CONDUIT CONOUCT095 5HALL NOT BE ATTACHED TO THE OUTSIDE OF THE SIGN STRUCTURE. 12. P05T 5, 5A5E PLAT E5, BEAMS ANO SPLICE PLAT E5 ARE MAIN LOA O CARRYING T EN31 LE MEMBEPS OR TENSION COMPONENT 5 OF FLEXURAL MEM5ER5 ANO 5HALL MEET THE LONGITUDINAL CHAPPY V -NOTCH T EST 5 A5 0E5CP/8E0 IN SECT ION 6 -03.2 FOR AASHT O M 270 MATERIAL. NON -DEBT DUCT I V E TEST ACCEPTANCE CRITERIA SHALL CONFORM TO T EN51 LE MEMBERS WITH CYCLIC LOAD. 1. THE 5I ON 5T RUCTURE OE51 GN AND ANALY313 HA5 BEEN DONE IN ACCOPOANCE WITH AA5HT O 5T ANDAR0 5PEC1 FI CAT ION5 FOR ST RUCT UPAL 5UPPORT 5 FOR HIGHWAY SIGNS, LUMI NA1 RES AND TRAFFIC 51 GNAL5 - FOURTH EOI T 10N - OAT EO 2001 AND I NT ERI M5, U51 NO 90 MPH BA51 C WINO 5PEE0 ANO 50 YEAR OE51 GN LIFE. THE FATIGUE OE31 GN OF THE ST 9UCT URE CONFORMS TO FATIGUE CATEGORY 1 OF THE AASHT 0 5T ANOAR05 5PEC1 FI CAT IONS. 2. THE MAXIMUM 5I ON AREA ON A 5T RUCT URE 5HALL 5E A5 NOT E0. ii 5 11211 311 "A" + 11" "All 5 112 " SECT ION � SEE OTHER SHEETS FOR BASES ON BARRIER FOUNDATIONS. Lu 6Q S`CO ' w �v c� J a il- L1C i rEI i PETAIL POST BASE POST' I I 1 i I MR P 0 5 T GROUNOWIRE TERMINAL V4 M51, M52 P03T I i cam, — - — - ------ L - - - - -- I ��R1/ 311 K. (TYp.) BUSHING DETAIL 100C', 6"o HAND HOLE CENTERED OVER NEMA TERMINAL CA81 NET' I 2" PIA. TAPPED HOLE W/ THREADED NIPPLE END B SH1 NG (TYP.)— 3 /s" LOCK qVA3HER & LOCK NUT (4 TYP.) MONOT U5E 9" SQUARE HOLE CENTERED THRU STIFFENERS WITH 311 KADI U5 AT CORNERS (TYP.) - -- - — - — - — - — - — - — - — - — - — - — - — cp! 3/4 "o DRAIN HOLE BOTTOM FLANGE ONLY CLIP 3/411 STIFFENER PLAT E5 AT RADI U5 (TYP.) 3ECTION F DIAGONAL STIFFENER NOT SHOWN. 11_411(H) x 1'- 011(W) x 511(D) STAINLESS STEEL NEMA 39 TERMINAL CA81 NET CA51 NET I CENTERED ON MONOTU5E 2 %s" - 3/9110 x 1 %2" BOLT & WASHER (4 TYP.) -Y4" GAP W/%" THICK NYLON BUSHING WASHER FOR SPACER (TYP.) SEE DETAIL G NEMA 39 TERMINAL CABINET DETAIL :u �-1 REINFORCEMENT RING (E %4) Vs" THICK x 5 /s" NEOPRENE GASKET 3/s � w U �c COVER ff!' DETAIL D ;;EM51, Msz FOR CANTILEVER ST DUCT URES ONLY. %4" CAP SCREWS A5T M F -593 N TAP REINFORCEMENT KING WITH 5 TOTAL EQUALLY SPACED AROUND COVEN /E GV(7G� 1 V I-I I STIFFENER If 3/s �rrr-rrr rr" M 'A i POST 5T I FFENEK /E 3/s � IF NO OTHER HAND HOLE (S WITHIN 1' -6" OF CABINET DELETE CABINET IF NO ELECTRICAL ITEMS ARE REQUIRED ON THE SIGN ST DUCT URE. STIFFENER If- 3/s 4111 F-�►I 3/4 "o DRAIN HOLE M51, M52 - -v MT & VT 9 ROOT PA53 100 & 0 COVER PA33 100 Lu T211 Lu (TYF cn 311 "A" + 11" "All 5 112 " SECT ION � SEE OTHER SHEETS FOR BASES ON BARRIER FOUNDATIONS. Lu 6Q S`CO ' w �v c� J a il- L1C i rEI i PETAIL POST BASE POST' I I 1 i I MR P 0 5 T GROUNOWIRE TERMINAL V4 M51, M52 P03T I i cam, — - — - ------ L - - - - -- I ��R1/ 311 K. (TYp.) BUSHING DETAIL 100C', 6"o HAND HOLE CENTERED OVER NEMA TERMINAL CA81 NET' I 2" PIA. TAPPED HOLE W/ THREADED NIPPLE END B SH1 NG (TYP.)— 3 /s" LOCK qVA3HER & LOCK NUT (4 TYP.) MONOT U5E 9" SQUARE HOLE CENTERED THRU STIFFENERS WITH 311 KADI U5 AT CORNERS (TYP.) - -- - — - — - — - — - — - — - — - — - — - — - — cp! 3/4 "o DRAIN HOLE BOTTOM FLANGE ONLY CLIP 3/411 STIFFENER PLAT E5 AT RADI U5 (TYP.) 3ECTION F DIAGONAL STIFFENER NOT SHOWN. 11_411(H) x 1'- 011(W) x 511(D) STAINLESS STEEL NEMA 39 TERMINAL CA81 NET CA51 NET I CENTERED ON MONOTU5E 2 %s" - 3/9110 x 1 %2" BOLT & WASHER (4 TYP.) -Y4" GAP W/%" THICK NYLON BUSHING WASHER FOR SPACER (TYP.) SEE DETAIL G NEMA 39 TERMINAL CABINET DETAIL :u �-1 REINFORCEMENT RING (E %4) Vs" THICK x 5 /s" NEOPRENE GASKET 3/s � w U �c COVER ff!' DETAIL D ;;EM51, Msz FOR CANTILEVER ST DUCT URES ONLY. %4" CAP SCREWS A5T M F -593 N TAP REINFORCEMENT KING WITH 5 TOTAL EQUALLY SPACED AROUND COVEN /E GV(7G� 1 V I-I I STIFFENER If 3/s �rrr-rrr rr" M 'A i POST 5T I FFENEK /E 3/s � IF NO OTHER HAND HOLE (S WITHIN 1' -6" OF CABINET DELETE CABINET IF NO ELECTRICAL ITEMS ARE REQUIRED ON THE SIGN ST DUCT URE. STIFFENER If- 3/s 4111 F-�►I 3/4 "o DRAIN HOLE M51, M52 - -v MT & VT 9 ROOT PA53 100 & 0 COVER PA33 100 11 FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROD. ENGR. REGIONAL ADM. w O Q) "T4" HEMA DETAIL H K 11" F012 10' u 11" VIEW J 6" x 11" HAND HOLE SHOWN. 6 "0 HANG HOLE 51 MI LAR EXCEPT A5 NOTED. C:1Work1ProjectWis 3:06:18 PM 8/17/2010 dlo A. DIEDRICH C. SCHREINER R. TURPIN L.HODGSON D. DYE 6" x 11" BOLTED SPLICE 6" x 11" HAND HOLE 1 i HAND HOLE INN 1' -011 1' -6" , 1 I , , 1 I I , I 1 ' — , INNER 5ET OF BOLTS AT -- 1 BOLT EO 5PL1 CE *2 EXCEPT 1 ";� SPL1 CE AS OTHERWISE NOTED. BOLT (TYP.)' 1 :z „I I v SEE DETAIL low_ M r OMIT SPLICE BOLT AT FOUR CORNERS FOR CANTILEVER SPAN 20' -0" 7-0 30' - 0" 9" SQUARE HOLE CENTERED T HKU 5PL1 CE (TYP.) EXCEPT 20' -0" TO 30' -0" CANTILVER ,► ,► SPAN USE 5" SQUAKE HOLE w v e N 25 N 1 +" 0' SPLICE BOLT FOR CANTILEVER TAIL SPAN 20' -0 TO 30' -0 EXCEPT A5 NOTED SECT ION T HKU BEAM BOLTED SPLICE *2 SHOWN. BOLTED 5PL1 CE *1 5I MI LAR. W1\_M31, M52, M52A, M54 -M59A REINFORCEMENT RING %2" KEI NF. RING COVER PLATE Vs" THICK x %" NEOPRENE HAND HOLE GASKET (TYP.) EXCEPT AT BOT. OF BEAM - COVER SCREWS (TYP.) EQUALLY SPACED AROUND HAND HOLE. 6 SCREWS FOR 6" x 11" HAND HOLE. 4 SCREWS FOR 6 "0 HANG HOLE. XBTJV00021dms022681BTJV0002 DE MS 167- AB.don AS -BUILT NDC 23 -VMS MOUNTING NOTE IFC 5/16 �4 SECTION K �• - -- •�-- .--------- ••c - -c- v I I I *< 1 I I I I I I - - - -- -•- ---------- �• - -�•. (j * : w �-- v- v TYP. C 5 x 3/4 "o ROD '"'.KING HEX NUT NYLON INSERT 'ASHER (TYP.) CLI P 5PL1 CE lE AT RAOI U5 (TYP.) 52 SPACES APPLICABLE TO 51 GN SRIOGE CAMBER ONLY. ' NO CAMBER PLATE REQUIRED FOR CANTILEVER. 3,► I ► ►51,► SPACES 1 3" 5 rr 2 /8 FOR CANTILEVER SPAN # # 20' -0" TO 30' -0" SECTION G IL 9116." x 3/4" SLOTTED HOLE (VERTICAL) FOR V2":0 MOUNTING BEAM BOLT (TYP.) rE 3/5x3 %2x0'- 6(TYP.) -SEX NUT >E 3/5 AMEN vJ ATTACHMENT � �2 ►r (T YP.) o TYPO I _ �-- a I , 0 516N BRACKET BOLT I s W/ LOCKNUT (TYP.) IE 3/5 x 3 x i REGION STATE NO. FED.AID PROJ.NO. 10 WAS JOB NUMBER 7/6/10 MS 311 410$ RB CONTRACT NO. LOCATION NO. 10/15107 RB C -7295 DATE BY 13/16'► X 1►r SLOTTED HOLE IN CHANNEL (TYP.) ATTACHMENT BRACKET DETAIL IE 3 /5x3x0'- 4(TYP.) MOUNTING BEAM W 4 x 13 (ASTM A36) PAINT ENTIRE ATTACHMENT BRACKET AFTER GALVANIZING TO MATCH MONOT U5E STRUCTURE EXCEPT FOR MOUNTING 5EAM. 51 GN, LIGHT, BEAM LENGT H5, SIZE AND 5PAC1 NG SHALL 5E DETERMINED FROM THESE PLANS OK THE STANOAKD PLANS. FOR 31 ON PANEL ATTACHMENT OET AI L5 5EE STD. PLAN G -9a. VARIABLE MESSAGE OIGN5 SHALL HAVE MOUNTING BEAMS Cap 3' -0" MAXIMUM. AL50 SEE SHT. M315 FOR DYNAMIC RATE 51 GN VMS MOUNTING. SEE 5T O. PLAN G -6a FOR WALK-IN V M5 MOUNTING AND MAINTENANCE WALKWAY. VMS CA51 NETS SHALL 5E 5OLT ED THROUGH THE FLANGES OF THE MOUNTING SEAMS, FRICTION CLAMPS SHALL NOT BE USED. x r av Vd I 10�, 1p�, j95133 'ib S T sS't 01VAL DATE P.E. STAMP BOX OF W A Sq r r 1" owl (TYP.) SECTION_ %L1 Washington State Department of Transportation 405 Corridor Program -2691 .0 • DAVID EVANS ILFINGER BERGER ®D wN®ASSOCIATESrwc. a o 415 - 118th Avenue SE Bellevue Washington 98005 -3518 Civil Inc. Phone: 425.519.6500 TRI -STATE C®NSTRUCT10N,1NC -2691 .0 • r1r 11 ANCHOR ROO N "01 ",f x 4' -4" LONG T HREAOEO ROC WITH 2 WA3HER3 ANC 4 HEAVY HEX NUTS (TYP.). THREAD EACH ENO 8 ". GALVANIZE EXP03EO ANCHOR 900 ENO FOR P-0" MIN. --� N 1;1111:mzvvil� DESIGNED BY �CHECKED BY REGIONAL ADM. NOTE: U5E A TEMPLATE TO LOCATE ANO SECURE BOLT 5 IN PLACE OUR1 NG FOUNDATION INSTALLATION. FOR PET AI L3, 5EE ANCHOR IE DETAIL, THI3 SHEET. 51GN STRUCTURE, EXCEPT BARRIER MOUNTED (SEE SHEET M513A FOR BARRIER MOUNT EO 510N) /IV FI N15HEO GROUNO LINE CAP OF ONE FOUNDATION MAY 5E PLACED WHILE 31 GN BRIOGE 15 TEMPORARILY 3UPP097- EO IN PLACE 3EE ANCHOR IE OETAIL CONSTRUCTION JOINT W/ ROUGHENED SURFACE V-0" MIN. 5ELOW FI NI3HEO GORUNO SHAFT DIAMETER. 5EE TABU [ 3] * „X„ („Y„ 5A93 TOTAL) [ 4] *4 5PI KAL ELEVATION U5E TEMPORARY CASING, REMOVE THE CASING OURI NG CONCRETE PLACEMENT USE CONCRETE CLA33 4000W WHEN WATER 13 PRESENT IN THE EXCAVATION. C:\ WorkiProjectWiseiBTJV00021dms022681BTJV0002 DE MS 167 -AB. 3:06:22 PM 8/17/2010 dto A. DIEDRICH C. SCHREINER R. TURPIN L. HODGSON D. DYE SHAFT FOUNDATION TABLE 51GN SPAN FED,AID PROJAO. 716110 FOUNOAT ION 10 ST 9UCT UKE LENGTH SHAFT OEPT H (,,Z„) REINFORCEMENT 31ZE NUMBER RB NUMBER (11511) OIAMETEK LOCATION NO. 10/16/07 RB DATE BY (X) (Y) 5TR. 10 30' -0" MAX. 4' -6" 15' -0" 9 16 8 30' -0" MAX. 4' -6" 19' -0" 9 20 CANTILEVER 9 30' -0" MAX. 5' -0" 30' -011 11 17 P>UNOLEO „Y„ „Z „ -6'► ST 9. PAIRS 51GN 4 SHAFT 4 1 "A„ 4 30` -0" MAX. 4' -6" 22' -0' 11 22 1 30' -0" MAX. 51-011 � 27 -0 11 17 5UNOLEO "A” AA3HT 0 M 31 09. 60 "A" N OET ERMI NE FROM PLANS PAI R5 3,5,7,11 60' -0" TO 41-611 19' -011 g 20 SIGN t 5] 751-011 tq V__ BRIOGE 2,6 60' -0" TO 5 -0 231-011 11 17 5UNOLEO 00 001 „Z„- 4, -911 75' -0" PAI RO SHAFT DEPTH "Z" 13 5A5E0 ON ALLOWA5LE LATERAL BEARING PPE53URE OF 2500 P5F 09 MORE. P05T ./ �. LLI 2'` 4't (TYP.) Q "01 "+ %" HOLE FOR ''O1" ANCHOR I "TO" AST M A30 BOLT (TYP.) (GALVANIZING NOT REQUIRED) ANCHOR IE OETAIL� .MATCH ANCHOR BOLT 51ZE, NUMBER & PATTERN SEE 5HT 3. M53 ANO M510 AS -BUILT NDC 23 - STRUCT.1 & 4 SHAFT, ANCHOR PL NOTE, HOOP REINF. MARK NCD 13 - TRANSV. REBAR DETAIL BAR LIST REVISION IFC 10 _: 0 P K41 7,1 1 7 Ur OF f-5 GRILL ANO TAP % "* CAP A5TM F593 W13.3. WA3F 5PA. AT A5'T. 9" CT95. WELOEC GALV. CLOTH %i 716" 5Q., WRAP AROUND 5A3E IE W/ 3" MIN. LAP g� gUM�� 31 Lr it VV t 1Y Vt SCREEN DETAIL SHAFT DIAMETER )LT OP OF OUNOATION REGION NO. STATE FED,AID PROJAO. 716110 MS 10 WAS 3/14/08 RB JOB NUMBER 1124108 RB 12/18107 RB CONTRACT NO. (,_7295 LOCATION NO. 10/16/07 RB DATE BY g� gUM�� 31 Lr it VV t 1Y Vt SCREEN DETAIL SHAFT DIAMETER )LT OP OF OUNOATION 34" CHA1y1FE9 TYP.) �+�, 29513R� sI0 T� '0 QIS ti. sNAL P.E. STAMP BOX PLAN S M�s4�y OF W H %i0 � z OWMIIUM. g� / 1 /0 Wit P.E. STAMP BOX 5[2] *5 CAP EAC *5 (TYP.) *4 (T YP.) **FOR 5ARR1 ER MOUNT EO 51GN 3T RUCT URE LENGTH = "Z" + 13APPIEK HEIGHT (5EE DIMENSION TABLE, 3HT. M513) POST VIEW 5EE ALSO SHT. M013 FOP. BARRIER MOUNTED 516N " Washington State Department of Transportation WrAf 440 r orridor Program DAVID EVANS i .FIiVCx0 �E�GER %NoASSOCIATESme. Q 415 - 118th Avenue SE Bellevue WashTnaton 98005 -3518 Civil Inc. Phone: 425.519.6500 REM TRI -STATE CONSTRUCTION, INC Ca` C'wat�i�in� :EN . SEE k /L" IE CONDUIT TO BE WHERE OI KECT EO ';-;,INEEP. BAR LIST MARK LOCATION SIZE N0. 9EQ'O. LENGTH CAI' 1 VERTICAL 4 4 3' -9 ►' 5TR. 2 CAP 5 5 „A„ HOOP5 3 SHAFT „X„ „Y„ „Z „ -6'► ST 9. VERTICAL 4 SHAFT 4 1 "A„ SPI PAL 5 CAP TOP 5 4 "A” AA3HT 0 M 31 09. 60 "A" N OET ERMI NE FROM PLANS [ 2] t 5] tq V__ 10 T i 00 001 „Z„- 4, -911 [4] SHAFT OI AMET ER SHAFT OI A. SHAFT DIA. MI NU3 3" (TYP.) MI NU3 8" MI NU3 5" 34" CHA1y1FE9 TYP.) �+�, 29513R� sI0 T� '0 QIS ti. sNAL P.E. STAMP BOX PLAN S M�s4�y OF W H %i0 � z OWMIIUM. g� / 1 /0 Wit P.E. STAMP BOX 5[2] *5 CAP EAC *5 (TYP.) *4 (T YP.) **FOR 5ARR1 ER MOUNT EO 51GN 3T RUCT URE LENGTH = "Z" + 13APPIEK HEIGHT (5EE DIMENSION TABLE, 3HT. M513) POST VIEW 5EE ALSO SHT. M013 FOP. BARRIER MOUNTED 516N " Washington State Department of Transportation WrAf 440 r orridor Program DAVID EVANS i .FIiVCx0 �E�GER %NoASSOCIATESme. Q 415 - 118th Avenue SE Bellevue WashTnaton 98005 -3518 Civil Inc. Phone: 425.519.6500 REM TRI -STATE CONSTRUCTION, INC Ca` C'wat�i�in� :EN . SEE k /L" IE CONDUIT TO BE WHERE OI KECT EO ';-;,INEEP. 11 NON- SYMMF-rP1I:A1 TPAN5ITInN MEDIAN BARRIER 51 NGLF SLOPE 5ARR1 ER 5EE FLANS TOP of Q) ROADWAY --i PLACE 314" PREMOLOED FILLER VARIES 811 TO 3' -6" AT EXPANSION JO1 NT 5 (TYP.) 3/411 - CHAMFER (TYP.) v. FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROD. ENGR. REGIONAL ADM. 2[21] *5 SHAFT FOUNDATION `— MEDIAN 5AI:RIEl2 TRANSITION. 5E'E 5T0. PLAN G -14J FOR DETAILS NOT SHOWN. SEE &DIMENSION PLAN TABLE FOR BAI:tZIER HEIGHT AND DIMENSIONS C%111A11') d Tf/lAI R_ AACI'll d Al G2 d PP►CP Tim d A►6ZIT1/lA► 1 LVIVI ►IV/ II IN L. t✓ L.11VI 11 L.L/ r I I I I I I V %./ V_/ %-/ L— L.. ✓i 11 . IVI ✓I ✓L/ PIMEN51ON TABLE GRADE 5EPAPAT ION 5ARRIER HEIGHT F 5 C D F VARIES 0 TO 511 4' -211 ON 2' -371 51 -111 BTOC 4 10 UP TO 7!1 4' -61 10 5161 3ECT ION FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROD. ENGR. REGIONAL ADM. 2[21] *5 SHAFT FOUNDATION `— MEDIAN 5AI:RIEl2 TRANSITION. 5E'E 5T0. PLAN G -14J FOR DETAILS NOT SHOWN. SEE &DIMENSION PLAN TABLE FOR BAI:tZIER HEIGHT AND DIMENSIONS C%111A11') d Tf/lAI R_ AACI'll d Al G2 d PP►CP Tim d A►6ZIT1/lA► 1 LVIVI ►IV/ II IN L. t✓ L.11VI 11 L.L/ r I I I I I I V %./ V_/ %-/ L— L.. ✓i 11 . IVI ✓I ✓L/ PIMEN51ON TABLE GRADE 5EPAPAT ION 5ARRIER HEIGHT F 5 C D F QTY. 0 TO 511 4' -211 9 11211 2' -371 51 -111 3" MIN. 4 10 UP TO 7!1 4' -61 10 5161 2' -5 11411 5' -3 114" 7" MIN. 5 12 UP TO 1071 5' -211 11 3/411 2' -7 112" 5' -5 11211 1011 MIN. 6 14 UP TO 1,311 51 -811 1311 2' -9 7/8'1 5' -7 7/61 1311 MIN. 6 14 510N 591 DGE OR CANTILEVER 510N & 2 i 231 *5 ELEVATION SHAFT & 10' BARRIER SECTION TOP OF 5ARR1 E9 U5E A TEMPLATE TO LOCATE AND 5ECURE 9005 IN PLACE DURING FOUNOAT ION I N5T ALLAT ION. ,-- BOTTOM OF BARRIER APPROXIMATE LOCATION OF CONOUI T FOR CAP AND SHAFT PEI NF. SEE SHEET M312A [5] *5 HOOPS 5EE ANCHOR /E DETAIL EXTEND VERTICAL SHAFT REINF. 41 -011 MIN. INTO 5ARR1 ER. FIELD 5END A5 REQUIRED, 5EE STD. 3PEC1 FI CAT ION SECTION 6- 02.3(24)A. SYMM. A5'T 5ARR1 E9 1 VAP15 � ANCHOR 9005 N 11 J III 0 x 71- 011 -►!-- W14 WAOHER5 AND L4 HEAVY HEX 1 NUT 5. THREAD EACH END 911 (TYP.) - TOP OF 5ARRIER [ 21] *5 1 FI NI SHED ROADWAY 50TTOM OF BARRIER SHAFT FOUNDATION SEE SHEET M512A *5 HOOP 51GN BRIDGE 7 & 11 C: 1WorklProjectWiselBTJV00021dmsO22681BTJV0002 DE MS 167- AB.dgn 3 :06:26 PM L13T" F MARK REGION STATE FEMAID PROJ.NO. 8/17/2010 LENGTH 211 21 10 WAS dio © AS -BUILT 716110 MS A. DIEDRICH Q FCD 91 - SHEET 1 OF 2 7/22/09 RB JOB NUMBER C. SCHREINER NDC 23 - BARRIER HEIGHT, TRANSITION, 3/14/08 RB R. TURPIN BASE PL, DOWEL DETAIL CONTRACT NO. C -7295 LOCATION NO. L. HODGSON ® IFC 1119107 RB D. DYE REVISION DATE BY SECTION KR"*"'1\ gUM�� V x _ r 9513R�Q 1 S TV, 1 ssI01VAL DATE P.E. STAMP BOX DRILL Y4" 01A. BY 1' -1" DEEP HOLE. INSTALL *8x4' -1" W/ APPROVED EPDXY. 0OWEL OETAIL FOR USE WHERE CUTTING EXIST. BARRIER LEAVES EXIST. BARRIER PANEL LESS THAN 36-0" LONG. SEE 5ASE PLATE PET AI L FI NI SHED ROADWAY FIELD BEND (3) VERTICAL SHAFT BARS AS REQUIRED. 5EE STD. SPEC. 6- 02.3(24)A 51 NGLF SLOPE 5A991 ER SEE PLANS MEDIAN BARRIER SHEAR KEY (5TO. FLAN C.13) 09 DOWEL DETAIL IF ADJACENT PANEL 15 LE35 THAN 36-0" LONG 1 %z'1 x 1" WIDE DRAIN SLOT (TYP.) N /"'y 1 f + Y It HOLE (TYP.) E f3A3E PLATE ON 5ARRIER FOUNPATION f3AK L13T" F MARK LOCATION 51ZE 31 -511 NO. REQ'O LENGTH 211 21 MEDIAN BARRIER HORIZONTAL 5 10 9' -9" STR. 22 MEDIAN 5A991 E9 5 14 VERTICAL 23 MEDIAN 5ARR /E9 5 28 61 -411 VERTICAL AASHT 0 M 31 OR. 60 OR AS REQ'O FOR 2' -0" MIN. SPLICE pop ?k ---- -- �V &00 1 ' N - - - -- 1000 [ 22] [ 23] 1 %z'1 x 1" WIDE DRAIN SLOT (TYP.) N /"'y 1 f + Y It HOLE (TYP.) E f3A3E PLATE ON 5ARRIER FOUNPATION C' ill. ST. J 11 INTERSTA E AN11111k, Washington State W A Sy 0,5, Department of Transportation y 4ft Corridor Program z/1 ?4= 0'qqw 5 � 04 Dfift P.E. STAMP BOX DAVID EVANS 1LFIIVGER BERGER ® ANDASSOCIATES1NO. 415 - 118th Avenue SE Q Bellevue Washington 98005 -3518 Civil Inc. Phone: 425.519.6500 MEMO a = I T RI -STATE CONSTRUCTION, :INC Qw"d C'.mtuadiV FOR INFORMATION NOT SHOWN 5EE DETAIL C, 5HEET M310A 0 1 "D "+ %4"O HOLE FOR ANCHOR BOLT (TYP) r-------- I_. I 1 I SYMM. A5T. fE & P05T SINGLE SLOPE BARRIER/SIGN FOUNDATION 141 SPAN D F 51GN 5910GE 60' TO 90' 2" 31 -511 CANTILEVER 51GN TO 30' 211 31_5,1 C' ill. ST. J 11 INTERSTA E AN11111k, Washington State W A Sy 0,5, Department of Transportation y 4ft Corridor Program z/1 ?4= 0'qqw 5 � 04 Dfift P.E. STAMP BOX DAVID EVANS 1LFIIVGER BERGER ® ANDASSOCIATES1NO. 415 - 118th Avenue SE Q Bellevue Washington 98005 -3518 Civil Inc. Phone: 425.519.6500 MEMO a = I T RI -STATE CONSTRUCTION, :INC Qw"d C'.mtuadiV FOR INFORMATION NOT SHOWN 5EE DETAIL C, 5HEET M310A 0 1 "D "+ %4"O HOLE FOR ANCHOR BOLT (TYP) r-------- I_. I 1 I SYMM. A5T. fE & P05T SINGLE SLOPE BARRIER/SIGN FOUNDATION 141 11 N0N- SYMMF7 k'1(. Al 7 -PANS/ T inks MEDIAN 5AR91 ER 51 NGLF 5LOPE 5ARKI ER 5EE PLANS TOP OF ROADWAY- -i >�., . ��>\r✓ �,,�� ( r ./ ..dlq PLACE 314" PKEMOLDED FILLER VA91E5 511 TO 3" -611 AT EXPAN51ON JOINT5 (TYP.) r3/41! - Q-) %-,- CHAMFER N � >- 2 [ 21] *5 SHAFT FOUNDATION `— MEDIAN BARRIEP. TRANSITION. -� 5EE STD. PLAN C -14J FOR DETAILS NOT SHOWN. SEE & DI MEN510N ALAN TABLE FOR BARRIER HEIGHT AND DIMENSIONS R 4 t�i�IC't7 /�l/:'AI C/111AIt"� dTl/lAI R. AACI'�1 d Al GZ d t�t�ICt� Tt7 d AI�fTI/lAl I r..t/1•(11 19 11 /t/ LVt/t I "w I• i r ► r►►Y vv t/L.L.. v► i t . Ir►vlt./L/ 01MEN310N TAf3LE GRADE SEPARATION 5ARRIER HEIGHT A 5 C � � VARIES 0 TO 511 4' -2" 9 11211 �N 51 -111 aroc 4 10 UP TO 7" 41 -61 10 51811 3ECTION 2 [ 21] *5 SHAFT FOUNDATION `— MEDIAN BARRIEP. TRANSITION. -� 5EE STD. PLAN C -14J FOR DETAILS NOT SHOWN. SEE & DI MEN510N ALAN TABLE FOR BARRIER HEIGHT AND DIMENSIONS R 4 t�i�IC't7 /�l/:'AI C/111AIt"� dTl/lAI R. AACI'�1 d Al GZ d t�t�ICt� Tt7 d AI�fTI/lAl I r..t/1•(11 19 11 /t/ LVt/t I "w I• i r ► r►►Y vv t/L.L.. v► i t . Ir►vlt./L/ 01MEN310N TAf3LE GRADE SEPARATION 5ARRIER HEIGHT A 5 C D E Q TY. 0 TO 511 4' -2" 9 11211 2' -311 51 -111 3" MIN. 4 10 UP TO 7" 41 -61 10 51811 2' -5 114" 5" -3 114" 7" MIN. 5 12 UP TO 1011 51-21t 11 31411 2' -7 112" 51 -5 912" 10" MIN. 6 14 UP TO 1311 5' -811 1311 2' -9 7/8" 5' -7 7/6' 1311 MIN. 6 14 310N 139100E OR CANTILEVER SIGN I & 2 r2,37 *5 ELEVATION SHAFT & 10' BARRIEP. SECTION TOP OF 5ARRIER U5E A TEMPLATE TO LOCATE AND 5ECUPE 9005 IN PLACE DURING FOUNOAT ION I NOT ALLAT ION. 5OT T OM OF 5ARRI ER APPROXIMATE LOCATION OF CONDUIT FOR CAP AND SHAFT 9E /NF. 5EE SHEET M012A [ 5] #5 HOOPS SEE ANCHOR 1E DETAIL EXTEND VERTICAL SHAFT REINF. 41 -0"' MIN. INTO 13ARRI ER. FIELD BEND AS REQUIRED, SEE STD. 5PEC1 FI CAT ION SECTION 6- 02.3(24)A. SYMM. A5'T 13ARR1 ER VAk11-5 � ANCHOR RODS N 1101" :f x 7' -011 W14 WA5HER3 AND 4 HEAVY HEX I NUT 5. THREAD EACH END 911 (T YP.) TOP OF BARRIER [21] #5 I [ 22]5 ' FIN15HED ROADWAY ' [ 23] I BOTTOM OF 5ARRIER SHAFT FOUNDATION 5EE SHEET M512A — *5 HOOP SIGN BRIDGE 2. 5,9 & 6 SECTION mrR DRILL %" DIA. BY 1, -1" DEEP HOLE. INSTALL `8x4' -1'1 W/ APPROVED EPDXY. DOWEL PETAIL FOR U5E WHERE CUTTING EXIST. BARRIER LEAVES EXIST. 5AR121ER PANEL LESS THAN 36' -0" LONG. 5EE BASE PLATE DETAIL FI NI SHED ROADWAY FIELD SEND (3) VERTICAL SHAFT BARS AS REQUIRED. SEE STD. SPEC. 6- 02.3(24)A SINGLE SLOPE 5APPI E9 SEE PLANS _/-- � MEDIAN BAI:RIEh' SHEAR KEY (STD. PLAN C.13) 09 DOWEL DETAIL IF ADJACENT PANEL 15 LE55 THAN 36-0" LONG 1 %2" x 1" WIDE DRAIN SLOT (T YP.) "D" + Y4 It HOLE (T YP.) f3A3E PLATE ON f3ARKIEK FOUNPATION 5AR L13T F MARK LOCATION SIZE 3-5" NO. 9EQ'D LENGTH 2!1 21 MEDIAN BARKI ER 5 10 91 -9'" ST 9. HORIZONTAL 22 MEDIAN BARRIER 5 14 71-511 VERTICAL 23 MEDIAN 5ARR /E9 5 28 6' -4" VERTICAL AASHT 0 M 31 GR. 60 OR A5 REQ'D FOR 2' -0" MIN. SPLICE 3,- 2rr ?k N 500 r ' N 100° [ 22] [2,3] 1 %2" x 1" WIDE DRAIN SLOT (T YP.) "D" + Y4 It HOLE (T YP.) f3A3E PLATE ON f3ARKIEK FOUNPATION - -- ---- - - - - -- FOR INFORMATION NOT SHOWN SEE DETAIL C, SHEET M510A o I "0"+ l "ff HOLE FOR ANCHOR 50LT (T YP) T_- __._.__ ---- I/E rrTorr I �.. �.. I SYMM. AST. tE & POST mig-Affiamm, 0 5PAN D F 31 ON 591 DGE 60' TO 90' 2" 3-5" CANTILEVER 51GN TO 301 2!1 3' -5" - -- ---- - - - - -- FOR INFORMATION NOT SHOWN SEE DETAIL C, SHEET M510A o I "0"+ l "ff HOLE FOR ANCHOR 50LT (T YP) T_- __._.__ ---- I/E rrTorr I �.. �.. I SYMM. AST. tE & POST mig-Affiamm, 0 -.1 FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. f k I /` T' A t t ^ 11 rA r A J r- -r' r— " r i A I r^% a I n► r C:1Work1Projec#Wh 3:06:34 PM 8/17/2010 dlo A. DIEDRICH C. SCHREINER R. TURPIN L.HODGSON D. DYE JV0002Xdms022681BT • ' : • • AS -BUILT FDC 13 / RFI 164 - DELETED NOTES IFC REVISION I. t2tt tLtG I KIGAL ,) ltt 15 I- UK GUN I IN UA I I UN OF POWER CIRCUIT. 2. 5EE 5HEET 5 M512 & M513 FOR CONPUI T ENTERING 3107N 5T KUCT URE FOUNDATION. LOCATION NO. METER fDUIT NIPPLE. IIPPLE DETAIL G �C9� 9513R��1 ��►� �► 1 STS 1 IONAL P.E. STAMP BOX 3107N h �S M° S 7*° Jo WA�y��c�� /ONfL P.E. STAMP BOX lit DATE DETAIL G ------- INTERS A i� Washington State WrAf Department of Transportation 40 Corridor Program DAVID EVANS i1.FiNGER BERGER ° ° ANDASSOCIATESiNc. �, Q 415 - 118th Avenue SE Bellevue Washington 98005 -3518 Civil Inc, Phones 425.519.6500 710 TRI -STATE CONSTRUCTION, 1NC qe e REGION NO. STATE 10 WASi JOB NUMBER 7/6110 MS 2/27108 RB CONTRACT NO. C_7Zg'J 10116107 RB DATE BY LOCATION NO. METER fDUIT NIPPLE. IIPPLE DETAIL G �C9� 9513R��1 ��►� �► 1 STS 1 IONAL P.E. STAMP BOX 3107N h �S M° S 7*° Jo WA�y��c�� /ONfL P.E. STAMP BOX lit DATE DETAIL G ------- INTERS A i� Washington State WrAf Department of Transportation 40 Corridor Program DAVID EVANS i1.FiNGER BERGER ° ° ANDASSOCIATESiNc. �, Q 415 - 118th Avenue SE Bellevue Washington 98005 -3518 Civil Inc, Phones 425.519.6500 710 TRI -STATE CONSTRUCTION, 1NC qe e 11 �I rA- L'WdA It If b t" /^ -t" ,1 A (/^ i 11 A Y, a -r -r a n I : I I r-• i I -.-� � � - rr-�nry � t t ► .� 1' -011 31_0„ (TYP.) ( 31-0" (TYP.) (TYPO) (NOTE 1) (NOTE 1) PLAN MOUNTING TO CANTILEVER 5/0 5T DUCT URES SHOWN, 51 GN 59100E AND 59100E MOUNTED 510N 139ACKET 51MILAR 3/8" 01A. OPAIN -- BEAM HOLE (TYP.) YP —\-r . &I .1;511 P►► GC ► _ n" /-- ► _ nit n►► 2►► FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. C:\ WorklProjectWiseIBTJV0002 1dms022681BT 3:06:40 PM 8/17/2010 dlo A. DIEDRICH C. SCHREINER R. TURPIN Q AS -BUILT L. HODGSON A� IFC D. DYE 167- AB.dgn 14' -0" '10" VIEW Ky REGION STATE NO. 10 WASI JOB NUMBER 716110 MS CONTRACT NO. 10/16/07 RB C -7295 DATE BY FED.AlD PROINO. LOCATION NO. 4•, i WA � _ r 2�9513'� �� ss1ONAL DATE P.E. STAMP BOX 3/8 It � RIVET (NOTE 2) � WIN05EAM (TYP.) 10, ST. T ° A JO S�x - AA��v 'DAkE P.E. STAMP BOX 1/2 It (TYP.) ATTACHMENT 9/16 "X3/4" SLOTTED HOLE SUPPORT ARM DETAILS (VERTICAL) FOR 112" ff MOUNTING BEAM BOLT (TYP.) li 318 1X3 112 "X611 (TYP.) NOTE 1. CONTRACTOR 5HALL AOJU57- PI MEN51ON5 AFTER V M5 MANUFACTURER SELECT EO ANO 5U5MI T TO ENGINEER FOR APPROVAL PRIOR TO FAL3RICATION. 2. FOR OV EKHEA0 31 ON MOUNTING OFT AI L5 NOT 5HOWN, SEE ST ANOARO PLAN G -9a. 3. V AKI ABLE ME55AGE 51 ON SHALL NOT EXCEED 550 L55. C9 t\ ►Z►► 5 (TOP FKON 51 GN V M5, NOTE VEIN E39AC �S WIND (TYP TOP) VIEW r R T Washington State wrif Department of Transportation 0 05 LC orridor Program DAVID EVANS iLF�NGER MERGER ° ® °ASSOCIATES► No. n Q 415 - 118th Avenue SE Bellevue Washington 98005 -3518 Civil Inc. Phone: 425.519.6500 TRI -STATE CONSTRUCTION, INC ,=I e,,efrmwt Gmbu duig JFACT URER (NOTE 2) RECTANGULAR MONNT U5E O 4 1/8 8 114, " 9'` do N 3/8 " r �- SUPPORT ARM DETAILS (VERTICAL) FOR 112" ff MOUNTING BEAM BOLT (TYP.) li 318 1X3 112 "X611 (TYP.) NOTE 1. CONTRACTOR 5HALL AOJU57- PI MEN51ON5 AFTER V M5 MANUFACTURER SELECT EO ANO 5U5MI T TO ENGINEER FOR APPROVAL PRIOR TO FAL3RICATION. 2. FOR OV EKHEA0 31 ON MOUNTING OFT AI L5 NOT 5HOWN, SEE ST ANOARO PLAN G -9a. 3. V AKI ABLE ME55AGE 51 ON SHALL NOT EXCEED 550 L55. C9 t\ ►Z►► 5 (TOP FKON 51 GN V M5, NOTE VEIN E39AC �S WIND (TYP TOP) VIEW r R T Washington State wrif Department of Transportation 0 05 LC orridor Program DAVID EVANS iLF�NGER MERGER ° ® °ASSOCIATES► No. n Q 415 - 118th Avenue SE Bellevue Washington 98005 -3518 Civil Inc. Phone: 425.519.6500 TRI -STATE CONSTRUCTION, INC ,=I e,,efrmwt Gmbu duig JFACT URER (NOTE 2) RECTANGULAR MONNT U5E i1 ..... ___ ..... ....... ......... ......... ......... .......... ................. T. 23 N., R. 5 E., W.M. 0 60 100 SCALE IN FEET ......w FILE NAME C:i WorklProjectWiselBTJV00021dms02268 \BTJV0002 PS SN -Final 167- AB.dgn TIME 3:16:37 PM REGION NO. STATE DATE 811712010 PLOTTED BY dlo 10 WAS) DESIGNED BY J. ARELLANO JOB NUMBER ENTERED BY J. ARELLANO /2\ AS -BUILT 716110 MS CHECKED BY K. OSWELL Q NDC 68 - ADD AND REMOVE SIGNS 06123108 KO CONTRACT NO. PROD. ENGR. L. HODGSON ® IFC 3114/08 MS C REGIONAL ADM. D. DYE REVISION DATE BY -7295 sl P.E. STAMP BOX DATE 5 M° ST. Jp T TAT � Washington State W A Sy ,S, �I/ Department of Transportation IV 0 Corridor Program w LEGEND: Q) EXISTING SIGN � NEW SIGN —� NEW. SIGN NOTE R - — EXISTING SIGN TO BE REMOVED -- (EXISTING LOCATION) EXISTING SIGN TO BE RELOCATED NEW LOCATION) Plot 21 1-405 SNI 1-5 TO SRI sa 167 SHEET STAGE 1 -WIDENING OF t SHEETS 0 0 �r o� r- Z W W Z J Lv = W V � H Q 4 —M , - --- T. 23 N., R. 5 E., W.M. � R -5 / R-4 / / 21 1 i 20 / / ' 1 60 101 SCALE 111 FEET I 11140 rA TLOTTED BY iENTERED BY C: XWork% ProjectWise \BTJV00021dms022681BTJV000 3:16:40 PM 8/17/2010 dlo J. ARELLANO J. ARELLANO K. OSWE LL L. HODGSON D. DYE SN -Final 167- AB.dan REGION STATE FED.AID PROJ.NO. NO. 10 WAS JOB NUMBER AS -BUILT 716110 MS CONTRACT NO. LOCATION NO. IFC 3/14108 MS C -7295 REVISION I DATE BY 04� �� j 812 4i� ST ss(ONAL �� P.E. STAMP BOX LEGEND: � EXISTING SIGN � NEW SIGN �— NEW SIGN NOTE JR- j— EXISTING SIGN TO BE REMOVED — (EXISTING LOCATION) EXISTING SIGN TO BE RELOCATED (NEW LOCATION) dr i1 0 N r �• r � r lu Uj W Z (0 ..J LV _ Uj V CO T. 23 N., R. 5 E., W.M. 0 60 100 SCALE IN FEET g g �— R -6 Fil Iii, ��M4� 41111 111777/ 111111 00, 140 411 4111, 4 41111 41111 4�� 1 Uj_.w.. �. M _.» z- w.. Ll M IN _..... »_ -. . EF f s S „ �ii�irlC10.* 000, 000, \ \ \ , EXISTING SIGN oe ice.. - - - -- TO REMAIN FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. C:1 WorklProjectWiselBTJV00021dms022681BTJV0002 _PS_SN -Final _167- AB.dgn 3:16:43 PM 8/1712010 dlo J. ARELLANO J. ARELLANO AS -BUILT K. OSWELL Q NDC 68 -ADD AND REMOVE SIGNS L. HODGSON IFC D. DYE REVISION 7/6/10 MS' 06/23108 KO 3/14108 MS' [BY DATE REGION . STATE FED.AfD PROJ.NO. ��v 10 WAS JOB NUMBER O ,p 15812 4i CONTRACT NO. LOCATION NO. "ZONAL C -7295 P.E. STAMP BOX DATE �5 M° S OF W A Sy } d � L D E P.E. STAMP BOX TAT Washington State MAP Department of Transportation 4105 Corridor Program [a DAVID EVANS ILFINGER BERGER ® ® ANoASSOCIATESima. Trot 415 - 118th Avenue SE Civil Inc. BeilePhonWashington 51 00 005 -3518 TRI -STATE CONSTRUCTION, INC 0a mud t'."tnacti" LEGEND: � EXISTING SIGN � NEW SIGN NEW SIGN NOTE IR- EXISTING SIGN TO BE REMOVE1 — (EXISTING LOCATION) EXISTING SIGN TO BE RELOCATED (NEW LOCATION) 11 O N O M Z U) � W W W = Z U) J W = W V � Q 0.- R -7 1 / / / / / / T. 23 N., R. 5 E., W.M. # t II r s f$ II P Y R-8 # II 24 8 x / k4 II 25 /# > x F / / / 0 50 100 SCALE IN FEET EXISTING SIGN TO REMAIN » .................. _............... — »» -- -- --- - - - - -- ....__ �.. _ ................... _ ». » »......__.. � � »........ » ». » ».._..........._ »_ ... .... t S ... .. t ........». ......... ..,..,..... •. ».. ......... ^..'.. ... »� ....... .......... .»..... . » » ».» ........... »...... .......:. y':;:::: ».:: ... :.. » ».... ..«...... ,.... ». ». ..,....... ..... .«.«. 'µ2...»t... ...a.w... .,.»`.^.<» »......... ... ........... ..« . ». ».... ...... .»....... . » ».. »» .. »»»» .......lr .......Y.. <...... .^.a.. '^`.' :C: »..A.... ^:Y......"�'. ....,,^'^....."°^ ».».. ». »......... ...«. ......... .. ». ».... FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. C:1WorklProjectWi 3:16:46 PM 8/17/2010 dio J. ARELLANO J. ARELLANO Ka OSWELL L.HODGSON JV00021dms022681BTJV0002_PS_SN -Final 167- AB.dgn AS -BUILT IFC REVISION \— — EXISTING TRUSS SIGN BRIDGE TO REMAIN REGION STATE NO. 10 WAS JOB NUMBER 716/10 MS CONTRACT NO. 3114108 MS C -7295 DATE BY LOCATION NO. ss1 P.E. STAMP BOX 0� W A GO 6 f ?,r3/.0 _ , Je /I IDAT P.E. STAMP BOX t I► • :• 9 • 1 � INIERS AAW Washington State GAP Department of Transportation 5 orridCor Program 40 DAVID EVANS 1LFINGER BERGER ® ® ANOA8SOCIATESma. ® 415 - 118th Avenue SE Bellevue Washin ton 98005 -3518 Cavil Inc, Phone: 425.519.6500 TRI -STATE CONSTRUCTION, INC o &w& LE MEND: EXISTING SIGK 7W NEW SIGN • I i NEW SIGN NOTE IR - EXISTING SIGN TO BE • — (EXISTING LOCATION) EXISTING SIGN TO BE RELOCATED NEW LOCATION) II a EXISTING SIGN TO REMAIN » .................. _............... — »» -- -- --- - - - - -- ....__ �.. _ ................... _ ». » »......__.. � � »........ » ». » ».._..........._ »_ ... .... t S ... .. t ........». ......... ..,..,..... •. ».. ......... ^..'.. ... »� ....... .......... .»..... . » » ».» ........... »...... .......:. y':;:::: ».:: ... :.. » ».... ..«...... ,.... ». ». ..,....... ..... .«.«. 'µ2...»t... ...a.w... .,.»`.^.<» »......... ... ........... ..« . ». ».... ...... .»....... . » ».. »» .. »»»» .......lr .......Y.. <...... .^.a.. '^`.' :C: »..A.... ^:Y......"�'. ....,,^'^....."°^ ».».. ». »......... ...«. ......... .. ». ».... FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. C:1WorklProjectWi 3:16:46 PM 8/17/2010 dio J. ARELLANO J. ARELLANO Ka OSWELL L.HODGSON JV00021dms022681BTJV0002_PS_SN -Final 167- AB.dgn AS -BUILT IFC REVISION \— — EXISTING TRUSS SIGN BRIDGE TO REMAIN REGION STATE NO. 10 WAS JOB NUMBER 716/10 MS CONTRACT NO. 3114108 MS C -7295 DATE BY LOCATION NO. ss1 P.E. STAMP BOX 0� W A GO 6 f ?,r3/.0 _ , Je /I IDAT P.E. STAMP BOX t I► • :• 9 • 1 � INIERS AAW Washington State GAP Department of Transportation 5 orridCor Program 40 DAVID EVANS 1LFINGER BERGER ® ® ANOA8SOCIATESma. ® 415 - 118th Avenue SE Bellevue Washin ton 98005 -3518 Cavil Inc, Phone: 425.519.6500 TRI -STATE CONSTRUCTION, INC o &w& LE MEND: EXISTING SIGK 7W NEW SIGN • I i NEW SIGN NOTE IR - EXISTING SIGN TO BE • — (EXISTING LOCATION) EXISTING SIGN TO BE RELOCATED NEW LOCATION) dr 0 0 co r Z co r� � W W = Z J W _ U) C.� 1-- Q FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. Tm 23 N, Rm 5 E, WmMm C: iWorklProjectWiseIBTJV0002Xdms022681BTJV0002 PS SN -Final 167- AB.dgn 1:17:23 PM 8/1312010 dlo J. ARELLANO J. ARELLANO © AS -BUILT K. OSWELL Q NDC 68 - ADD AND REMOVE SIGNS L. HODGSON IFC D. DYE REVISION o�x0*4 s P.E. STAMP BOX EXISTING SIGN NEW SIGN 0 5o 100 SCALE IN FEET NEW SIGN NOTE JR- J— EXISTING SIGN TO BE REMOVET: — {EXISTING LOCATION) EXISTING SIGN TO BE RELOCATED (NEW LOCATION) M, ST. r47O5 i� Washington State Plot 25 Department of Transportation WAy� I -405 Corridor Pro ram SN5 1-5 TO SR1 69 SR 167 REGION NO. STATE 10 WASi JOB NUMBER 7/6/10 JMS 06123108 KO CONTRACT NO. C_7296 3114/08 Ms' DATE BY o�x0*4 s P.E. STAMP BOX EXISTING SIGN NEW SIGN 0 5o 100 SCALE IN FEET NEW SIGN NOTE JR- J— EXISTING SIGN TO BE REMOVET: — {EXISTING LOCATION) EXISTING SIGN TO BE RELOCATED (NEW LOCATION) M, ST. r47O5 i� Washington State Plot 25 Department of Transportation WAy� I -405 Corridor Pro ram SN5 1-5 TO SR1 69 SR 167 T. 23 N., R. 5 E., W.M. a M 0 50 100 SCALE IN FEET "0 R-17A J ..... A2 34 L fj R-17 0 -17 . . .. .......... .. .......... . ....... . . ..... ........ . .. . ......... ro //z- ........ . . . ......... Cj ol 0 + + 0. .. .... . . ..... -EXISTING-,SIGN- TO -REMAIN "AD, ---- --- IIIII II1pIIIIIIj�IIIIIIIpI I till to z W W W Z VANN w W (j) C.) FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY �CHECKED BY PROJ. ENGR. REGIONAL ADM. C:1WorkXPrqjectWi 1:22:26 PM 811312010 d10 J. ARELLANO J. ARELLANO K. OSWELL L. HODGSON D. DYE 1BTJV00021dms022681BTJV0002 PS SN-Final 167-AB. AS-BUILT NDC 68 -ADD AND REMOVE SIGNS IFIC REVISION REGION I STATE NO. 10 WAS JOB NUMBER 716110 IVIS 06123108 11 IN CONTRACT NO. C-7295 n9sm ms ZZ BY 1111�111111 F;09 ZT 77 000, 01111,111 �01 — — — — - --------- ,. :. ».....w». »»M......... .... - ----- . ....... to + . ....... .. ... . . .... .... ..... w. N-08' S 0 ..... w. v- co. 0 .« ...... . . ........ ...... w w w .. ...... - - ----- ---- ----- m. Lu ... w. w. ...... --- .. ..... LU --- ww soma —j Lu Lu Ill 111111F e. 00, //1101- Ole 0l 00, w. \_EXISTING TRUSS SIGN BRIDGE TO REMAIN 00, 1 Q4-441 000, ol FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY �CHECKED BY PROJ. ENGR. REGIONAL ADM. C:1WorkXPrqjectWi 1:22:26 PM 811312010 d10 J. ARELLANO J. ARELLANO K. OSWELL L. HODGSON D. DYE 1BTJV00021dms022681BTJV0002 PS SN-Final 167-AB. AS-BUILT NDC 68 -ADD AND REMOVE SIGNS IFIC REVISION REGION I STATE NO. 10 WAS LOCATION NO. W WA c A 0 15 812 4; ii S TS, ti ssI4NAL P.E. STAMP BOX DATE LEGEND: EXISTING SIGN 7W NEW SIGN NEW SIGN NOTE JEXISTING SIGN TO BE REMOVED - {EXISTING LOCATION) EXISTING SIGN TO BE RELOCATED NEW LOCATION) I = Adw C.) 0. ST. INTERS mm*Pm Washington State Plot 26 OF W A s�ll /P MAP Department of Transportation 1'405 '� ��' .� 61 SN6 Corridor Program 1-5 TO 58169 SR 167 JOB NUMBER 716110 IVIS 06123108 KO CONTRACT NO. C-7295 3114108 ms DATE BY LOCATION NO. W WA c A 0 15 812 4; ii S TS, ti ssI4NAL P.E. STAMP BOX DATE LEGEND: EXISTING SIGN 7W NEW SIGN NEW SIGN NOTE JEXISTING SIGN TO BE REMOVED - {EXISTING LOCATION) EXISTING SIGN TO BE RELOCATED NEW LOCATION) I = Adw C.) 0. ST. INTERS mm*Pm Washington State Plot 26 OF W A s�ll /P MAP Department of Transportation 1'405 '� ��' .� 61 SN6 Corridor Program 1-5 TO 58169 SR 167 T. 23 N., R. 5 E., W.M. it 0 60 100 it 11 SCALE IN FEET it r1i I I I It 0 It 10- lt 94� it M 64 is A 00 f t I I Is is x I It I Id oil it b is I U, If f ff fh� Is t Its Z it U3 N I I's 00 i t I I i's 1 V z I it U3 K� t, Is, It 0 'I All it t vl}l it f It it Is . It I's s ii It sit 41 1 bi z IN lut A Is lk'k, it R-1 8 s, 35 s III )i it J k It s. I'A 21 t it is 'v, d_ Its jf co is .. .......... ...... .... ........ .... 2- .. .......... .......... .......... ...... . ...... VM z it ---------- ----------- Ito W fj ------- -------- _tf 00 , I , i :J�� I . .. ..... ..... ..... ..... ..... I it i I I ..... ..... ..... ..... . .... ..... ...... .... i i is I U) ... ...... ... ......... ......... ...... ..... . ......... .... — — — ---------- — — — - - — - -------- - ......... ... ..... ...... .......... ......... UJI l z 1w . ...... if .j Uj it Is — -- — — — — - . . ....... .... . ...... ..... .... . ...... ....... ......... .. . . . . ...... ......... - — — — - ----- .... ..... .. . . .....,.•.. ..... ... is tj b it < sk 5 ) 7 ^ ,......« ...... it 1V it W lk ... ... ----- I'D il 4 t d, it 141, I It 15zz 000, is if s [Z It it i it ts it N Is it i I's st It t M is 's iE I /x sjI is, I it N� it N M t *1 I Is A It Is t it IR— — EXISTING SIGN TO BE REMOVED —(EXISTING LOCATION) El EXISTING SIGN TO BE RELOCATED NEW LOCATION) FILE NAME TIME DATE PLOTTED BY DESIGNED BY �ENTERED BY 'CHECKED BY 7 PROD. ENGR. REGIONAL ADM. C:1WorkXPrqjectWt 3:16:49 PM 811712010 d10 J. ARELLANO J. ARELLANO K. OSWELL L. HODGSON D. DYE JV00021dms022681BTJV0002 PS SN-Fi AS-BUILT IFC REVISION 02=7i REGION STATE NO. 10 WAS JOB NUMBER 7/6110 MS CONTRACT NO. 3114108 MS C-7295 DATE BY LOCATION NO. WA o rr JOV WA00 00 15 812 41;4 GISTS ti ION L P.E. STAMP BOX S WAslil., 6 A Adft Washington State Department of Transportation I V'Corridor Program. DAVID EVANS AmDASSOCIATES ma. ILIFINGER BERGER >~ Q 415 - 118th Avenue SE Bellevue Washington 98005-3518 Civil Inc. Phone: 425.519.6500 EWA= 11 TRI—STATE CONSTRUCTION, INC ow"d e"hadkig T- 269146 Plot 27 1-405 SN7 ^My 1-5 TO SR169 SR lot STAGE 1 - WIDENING SHEET 162 bas FINAL SIGNING PLAN 1 SH EETS Is If V is V s it ,I \611 s. g s4 Is 'it f Vol it I! f s si t I ti It V JV00021dms022681BTJV0002 PS SN-Fi AS-BUILT IFC REVISION 02=7i REGION STATE NO. 10 WAS JOB NUMBER 7/6110 MS CONTRACT NO. 3114108 MS C-7295 DATE BY LOCATION NO. WA o rr JOV WA00 00 15 812 41;4 GISTS ti ION L P.E. STAMP BOX S WAslil., 6 A Adft Washington State Department of Transportation I V'Corridor Program. DAVID EVANS AmDASSOCIATES ma. ILIFINGER BERGER >~ Q 415 - 118th Avenue SE Bellevue Washington 98005-3518 Civil Inc. Phone: 425.519.6500 EWA= 11 TRI—STATE CONSTRUCTION, INC ow"d e"hadkig T- 269146 Plot 27 1-405 SN7 ^My 1-5 TO SR169 SR lot STAGE 1 - WIDENING SHEET 162 bas FINAL SIGNING PLAN 1 SH EETS 11 0 U) N CV n a 4" DIAL (ASTM TYPE BARRIE BRACH SINGLE SLOPE C BARRIER, REF. WS PLAN C13 FOR C FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. • SCALE: 1/2' = 1' -0" CK WELD TO PIPE 4 PLACES VE, APPROVED BY ENGINEER) MAX. AREA 25 SQ. FT. (XY) ►CE - WHEN REQUIRED FA 1/2" STEEL PLATES (ASTM A36) (TYP.) 8" FOR NEW PRE -CAST C -13 BARRIER; FIELD MEASURE FOR EXISTING OR CAST -IN -PLACE BARRIERS. L1 ^"rn0% 1. Attach sign to Z -Bar or windbeam with 3116" rivets at 4" staggered spacing. 2. A nylon washer shall be placed between the sign face and any other washer required on signs constructed of Type III or IV sheeting. 3. A bent plate may be used in lieu of the welded plates shown. Both shall be galvanized after fabrication. 4. The bracket to barrier fasteners shall be 3/4" diameter resin bonded anchors (all thread) ASTM A193 Grade B7 or ASTM A449 (galvanized) with matching nut and washer. Epoxy resin shall conform to Standard Specification 9 -26.1 5. Details shown in other views are common in both brackets. IN TOP PLATE SEE nnNTR A [ _T Pt1R TOP VIEW 4" DIAM. STEEL PIPE W1 112" STEEL PLATE BARRIER SIDE VIEW C:\ WorkXProjectWiseXBTJV0002Xdms02268XBTJV0002 PS SN -Final 167- AB.dgn 3:16:52 PM REGION STATE FEDAID PROJ.NO. 8/17/2010 dIo 10 WAS A. KUSCHELL JOB NUMBER J. HAMMOND P. BOULTINGHOUSE Q AS -BUILT 716110 MS1 CONTRACT NO. LOCATION NO. L. HODGSON IFC 3114/08 1 1 MS C -7295 D. DYE REVISION DATE BY NOTE 4 - 1 1111 �� ii,: = • • ! = • _fAW 1 iTo 00 �i�C15812 R�� ► 4#018 TS 1 ss .14NAL DATE P.E. STAMP BOX SEE NOTE 3 �. s r. Jo WASyxx r ,. P.E. STAMP BOX 1 CONCRI BARR SEE CONTRACT FOR , POST LENGTHS ° r f e �e ° v e 0 C4 ° s 'i e 1/8 ° CONCRETE BARRIER SIGN POST — 2 1/2" SQUARE PERFORATED STEEL TUBING 31' x 3'° SQ. STRUCTURAL STEEL TUBING (0.1875" THICK) (ASTM A500, GRADE B) 3/8" DIAMETER x 3 11211 STAINLESS STEEL HEX BOLT WITH WASHERS & NUT DRAIN HOLE SEE NOTE 5 POSTS FOR SQUARE TUBING SIGN SUPPORTING SIGNS WITH A MAXIMUM AREA OF A OPTIONAL "MANUFACTURED" BARRIER I J, Le-Iflk" 1111161, M no.] 01.1143 Ica 3/4" )LE (OR AS DIRECTED BY %0^ a NWIP% FACTURERI WITH 511 MIN. EMBEDMENT FOR BOLT (TYP.) IN R TAT �Washington State WI/ Department of Transportation Corridor Program DAVID EVANS ILFINGER BE�CGEII ® ® ,% 415 „ ® 415 - 118th Avenue SE Bellevue Washington 98005 -3518 Civil Inc. Phone: 425.519.6500 ,a = 1 9" "a eowAadi,4 TRI- STATE CONSTRUCTION, INC 112" STEEL PLATE (ASTM A36) SEE NOTE 4 Fmll�i or, 0' FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROD. ENGR. REGIONAL ADM. 15Gih -nth _�G�h_1tti C:1WorkiProjectiA 3:16:57 PM 8/17/2010 dlo G. MINNS E. BLAKE SL. SHANG L.HODGSON D. DYE SIGN OTPUCTURE N0. 2 E167 LINE STA. 11120 +00 JV00021dms022681BTJV0002_PSSN -Final 167- AB.dan )F GUARO PAIL REGION STATE NO. 10 WAs JOB NUMBER AS -BUILT 716/10 MS CONTRACT NO. NDC 68 - NEW SHEET 6127/08 GM C�T*3as REVISION DATE BY k1/1?"1:�. FOR A001 T'10NAL DFT'AI L5 OEE 37-ANOAR0 PLANS G&a & G8b LOCATION NO. ssl DATE P.E. STAMP BOX Z U F,S M` S �` �o OF W A 1441n -nth ��in -1th 315N OTRUCTURE NO, 20 & 20 SIGN 20, E167 LINE STA. 11081 +41 SIGN 20.9 E167 LINE STA. 11113 +74 N A► Washington State wo 675 Department of Transportation 40 Corridor Program In DAVID EVANS Ii.FiIUGER BERGER ® ® ANoASSOCIATESINC. Q 415 - 118th Avenue SE Bellevue Washington 98005-3518 Civil Inc, Phone: 425.519.6500 TRI- S'T'ATE CONSTRUCTION, INC eontwetaig OF GUARD PAIL T -2 1 � i 14D N . • SHEET 164 OF 168 SHEETS _� 11 a a -40 SIGN INSTALLATION SPECIFICATIONS 15.2 13.1 12 <-17.3-> 12 19.5 -><-18.3->11.4 10.3 12 16.4 7.31 15.2 19.3 12.4112 1 18.6 1 16.5 19.418.2113.9 112.8 112 1 17 8.619.3 29.1 -�� 39� 12 19.9 19.9112 � 49 � 19.1 180 E4 -501 19 CID lks N DO N OO r � �r- r � s cc 4 15.2 13.1 12 <-17.3-> 12 <-19.5-><-18.3->11.410.3 12 16.4 7.3 15.21 19.3 � 12.4112 1 18.6 1 16.5 19.418.2113.9 112.8 112 1 17 8.6L19.3- - 34.8 �- 39> 12 5.4 12 -42 � 34.8 -23-1 -39� 12 1 16 1 16 112 L -- 49 13 ife"Ill E4 -501 SOUTH s s 67 -7 41 22 s REGION NO. .9L 24.2 A. DATE 8/1812010 7.1L 21.8 �7.1 la M8 -101 (MOD) (::34 FILE NAME C: 1Work\ ProjectWiselBTJV0002 1dms02268XBTJV0002_DE SN_167- AB.dgn TIME 12:37:33 PM REGION NO. STATE DATE 8/1812010 PLOTTED BY dio 10 WASI DESIGNED BY J. ARELLANO JOB NUMBER ENTERED BY J. ARELLANO Q AS -BUILT 716110 JMS CHECKED BY K. OSWELL NDC 68 - ADDITIONAL SIGNS 06116/08 KOO CONTRACT NO. PROJ. ENGR. L. HODGSON IFC 3/14108 JS C -7295 REGIONAL ADM. D. DYE REVISION DATE BY :) K33 LOCATION NO. rb�'��' °� ��► 15812 C1 S TS, I0NAL P.E. STAMP BOX N co N m V� __T N co � r � m ALUMINUM ANGLE (MUST EXTEND TO MINIMUM OF 2 W 1 WINDBEAM & 1 GUIDE SIGN.) .: .,. , CONNECTION PLAQUE FACE NOTE: ALL DIMENSIONS ARE IN INCHES UNLESS OTHERWISE NOTED. _2 151 1 Plot 1 SHEET 168 OF 168 SHEETS i � @ e� A c FJQ xzyr r A1 �01 M1 F.s"is i} 3 "gym' R C i e tv t1�405 f � ,� f ; TT� £� 4 L 8 � 1 Nilk I I Z SR 167 CHANNELIZATION' PD P N FOR AP M01VAL .. .s' ..r ',�° "a.. ,1 _. „t i, ^. R ;z r Y ,gip .. % � 7Q," tt "y., 1 4 .+,r h 1,� nom. y ,4 tJ` 1 1 4.'mi e ✓"` �`c " ° *�4 b `. f°!° ..y. ;Y �,,ro "'•s' 'i� tom.•:.` 4y _ -405 1 S R 167 �1 I 3s' ,✓`` f 1, MI /1 4l �t \, ' �' l ` §. �,,,.•r q}. �"' t4. >�,.�"',1 " � u.� .\ "3. ,� -'. $,. ' ;,.;t,.'.,s, Y e %� +q g i .. +. x r °dR �$ "". 3 ,1.. & �r1s e p� a s _ A E _ ND CONSTRUCT _. NG - :#�., .;b'�� °`` ," s e ".tF .� .. r ,....... .. � .,......:.. ,,._.:..., ,_.. F.r ._,.. ...,..._, r_.S ?r^' "` •w"R'°. ",.`e'�^`'�`v'r.: wta.C, ». � r � R _ , r , ! . . «, .. .. .._ ., s t r � e Cv�C' S' o " ^� fc 'r -P ,? t T _ .S: s. , .. ,£ " ,...., ?:'*�:�. . , lfJ ' -<::. . +N'". _ , ..., .._ �c,°..: �"�.y �•f � � � 't�, a. ,.r 3 � i rr , .,."`°``�'.C'e_. ,�,. ,..�„ -- •' � �' d�;,,,. �"^ ;�,. ; :, f f t n' ` . r ,...,..,� ..,. � ''"t;,,;, ""�,sd � > +s. rte,.` � , . � :'�." „ "' .;�.. � , . r,,.,.. ` t !j' < r Rm',.� ,' j - ..,..,;, `' -< j •; g�`' '' � ......., jx °�«"R ! W _.�„ .�-r.'.- f �,?_, � °,/'� %lrs Y;� ,' .�, f P p �< d;.�{� .I"� ' Al Pad ... �y ,� 4 fib ,��. a�' z w,% F /� �`�'"�, =rF� �v.�ati '��` '� a.,;•f'° � f ., <�, .4 �p�` � �,v��w'�^�,g.,.,. -4,.� ;r,'�"�`�`"tr�. .K,4• °4y f A All 41, s ,, r *� ✓ '4 7 it f� IMP yr ,` CHANNELIZATION PLAN DESIGN SUMMARY DESIGN DATA FOR INTERSTATE, I °1 MOBILITY ASI-IINGTO SR 167 FUNCTIONAL CLASS URBAN INTERSTATE (DESIGN MATRIX 1 -12) DESIGN CLASS I -1 ACCESS CONTROL FULL ACCESS CONTROL TERRAIN LEVEL DESIGN SPEED 70 MPH POSTED SPEED 60 MPH DESIGN VEHICLE WB -67 (,O y t p a ¢ 'P END PROJECT ,, w A 1 -405 MP 2.77 Al 4: Z O H W ni at f e3 y 'r:xIA��f� ": V AN z,f ASI-IINGTO BEGIN CONSTRUCTION J``P �rsr k E167 1'1064 +00 VICINITY AP ¢'gn, SR 167 MP 24.59 PROJECT 14r' 509 ItTrNT N TU LA LOCATION FILE NAME 518 99 f69 AP CV_167- CP.dgn f „Iry M. "^ j ry °tip ”" ""�� w;.h,'1 on S� INTER5TATt� � Department of 7rensportation SR167 MP 24.59 TO MP 26.23 plot 1 TIME 9:19:20 AM BEGIN CONSTRUCTION �rsr k E167 1'1064 +00 VICINITY AP ¢'gn, SR 167 MP 24.59 T=269152 FILE NAME C: iWorkIProjectWise %BTJV00021dmsO22751BTJV0002 AP CV_167- CP.dgn M. "^ j ry °tip ”" ""�� w;.h,'1 on S� INTER5TATt� � Department of 7rensportation SR167 MP 24.59 TO MP 26.23 plot 1 TIME 9:19:20 AM REGION STATE _ FED.AID PROJ.NO. Q� o A 74 S �w L 0 Corridor Program 1 -405 -5 TO S 169 STAGE 1 -WIDENING API, DATE 8/23/2010 —__ 10 WASH PLOTTED �Y dI® DESIGNED BY P. GRIDDLE JOB NUMBER SHEET ENTERED BY S. WHITE o L tiN� 23 fO DATE P.E. STAMP BOX DATE P.E. STAMP BOX DAVOCIATES BILFINGERIBEfIc. „„,ASSOC�ATESFee. I. Civil Ine. we TRI -STATE CONSTRUCTION, INC. > �� KING COUNTY APRIL 2010 OF 9 SFlEETS CHECKED BY A, SHUPIEj�) CONTRACT NO. LOCATION NO. PROJ. ENGR. L. HODGSON PLAN FOR APPROVAL REGIONAL ADM. D. DYE REVISION DATE BY SR167 CHANNELIZ4TION PLO FOR --APPROVAL WSDO T NOR THWES T REGION CHANNEL 1,74 TION PLAN TRAFFIC ENGINEER - AREA OPERATIONS PLAN FOR-APPROVAL Signed �AAAA,�A (9_� Date g7l [Vto ROADWAY SECTIONS ALIGNMENT / ROW PLAN ENGINEERING MANAGER ALIGNMENT / ROW PLAN ALIGNMENT/ ROW PLAN S 19 n e d Date 9-ID-10 ALIGNMENT/ ROW PLAN Ohm ALIGNMENT / ROW PLAN Print DENISE CIERI ALIGNMENT I ROW PLAN ALIGNMENT/ ROW PLAN FILE NAME C:kWorkXProjectWiselBTJV00021dmsO2276kBTJV0002—AP—IN 167 Chan-CP.dgn PAVEMENT MARKING PLAN C�, 0. S r�,/ f�� WAS // is �4 S dft Washington State f0p—Department of Transportation 40 'Corridor Program 11 M PAVEMENT MARKING PLAN 26.23 Plot 1 TIME 2:68:33 PM PAVEMENT MARKING PLAN REGION No. PAVEMENT MARKING PLAN FEDAID PROJAO. INDEXI DATE 812312010 '\RKING PLAN 10 PAVEMENT MARKING iELAN PLOTTED BY kx1a PAVEMENT MARKING PLAN DESIGNED BY A. SCHMIDTMAN JOB NUMBER SHEET ENTERED BY L. JOHNSON PAVEMENT MARKING DETAIL PAVEMENT MARKING DETAIL WSDO T NOR THWES T REGION CHANNEL 1,74 TION PLAN TRAFFIC ENGINEER - AREA OPERATIONS Signed �AAAA,�A (9_� Date g7l [Vto Pr-jr-)t MARK BANDY j ENGINEERING MANAGER S 19 n e d Date 9-ID-10 Print DENISE CIERI T=269153 FILE NAME C:kWorkXProjectWiselBTJV00021dmsO2276kBTJV0002—AP—IN 167 Chan-CP.dgn C�, 0. S r�,/ f�� WAS // is �4 S dft Washington State f0p—Department of Transportation 40 'Corridor Program 11 M SR167 MP 24.59 TO MP 1-405 1-5 TO SR1 69 STAGE I -WIDENING 26.23 Plot 1 TIME 2:68:33 PM REGION No. STATE FEDAID PROJAO. INDEXI DATE 812312010 10 WASH I PLOTTED BY kx1a DESIGNED BY A. SCHMIDTMAN JOB NUMBER SHEET ENTERED BY L. JOHNSON NAB 41T, PA Box DATE P.E. STAMP BOX DAVID EVANS BILFINGER BERGER Wr .-ASSOCIATES,... Civil Inc. TRI-STATE CONSTRUCTION, INC.1 KING COUNTY APRIL 2010 — OF SHEETS CHECKED BY J. STJOHN CONTRACT NO. LOCATION NO. PROIJ. ENGR. L. HODGSON INDEX REGIONAL ADM D. DYE REVISION DATE BY SR167 ROADWAY SECTION A N.T.S. LEGEND VAR I ES � (D HMA CL. A" PG 64-22 VARIES VARIES CRUSHED SURFACING BASE COURSE SR167 ROADWAY SECTION B O'OR 1.33' 8' - 10' N.T.S. BUFFER SR167 PLANE BITMINOUS PAVEMENT AND OVERLAY VARIES VARIES HMA CL. 1/2" PG 64-22 (SHOULDER TO SHOULDER, FINAL CONSTRUCTION STAGE) VARIES<�> CONCRETE VARIES VARIES VARIES VARIES 11' TO 11.33' EXISTING ASPHALT CONCRETE PAVEMENT BARRIER 8'-12' 0'-15' 0'-16' 11'-12' 12.33' TO 13.67 it CL I COMMON BORROW INCL. HAUL VARIES O SHLD GP /RAMP- -GORE GP GP HOV S�-WD 7/-8/ SR167 O CONCRETE MSE NOTES: BARRIER RETAINING 10' 12' -15' 12' 11, 13' 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - SHLD GP GP GP HOV WALL--\- - _---- - -- - -= _ - -- - - - - ®-- - - - =- -1 CROSS SLOPE VARIES, MATCH EXISTING S �HD - ° -- - - --- _ -- - SAWCUT <�q> 4 FOR PAVEMENT WIDTH TRANSITIONS, SEE PAVING PLANS, 0.875 PROFILE GRADE FOR LANE TAPERS, SEE PAVEMENT MARKING PLAN MSE & PIVOT POINT - - - - - - - -- - - - - - - - -_ - - - 0.375' SEE ECOLOGY EMBANKMENT DETAIL RETAINING - - - - - - - - - - - - - - - - - - - - - 2 - - - - - - - - - - - - - - - - - - - WALL �s_ SAWCUT 0.8751 0� 375 E167 11067+36 TO 11067+73.50 (NO PAVING WORK PROPOSED) SEE PAVING PLANS FOR BARRIER TYPE AND LOCATION SAWCUT U T 0.20' E167 11068+19.80 TO 11072+46.29* 3 PROFILE GRADE 75 E167 11074+90.00 TO 11077+05.67* 0.,7 & PIVOT POINT E167 11088+80.00 TO 11105+68.43* SEE WALL PLANS FOR WALL TYPE AND LOCATION 0.35' E167 11120+10.00 TO 11127+99.06 BK. 2 12' SHOULDER INCLUDES 2' FOR FUTURE IMPROVEMENTS NOT USED STA EQ.E167 11127+99.06 BK = E167A 10976+35.06 AHD E167A 10976+36.06 TO 10988+90.00 GRIND AND OVERLAY EXISTING ASPHALT SHOULDERS WHERE INDICATED ON PAVING PLANS 7' SIDE SLOPES PER WSDOT DESIGN GUIDELINES SEE SITE PREP PLANS FOR SAWCUT LOCATIONS VARIES VARIES 11.5 2 GUARDRAIL <10 > GUARDRAIL TYPE 31, SEE PAVING PLANS FOR LOCATION FILL SLOPE _8'-10' 15' -0'-6.90', 12' 11, 13' VARIES SHLD RAMP GORE GP GP HOV SH 0 TO 17' 2.5' E167 11072+46.29 TO 11074+90.00* 11 SEE RETAINING WALL SECTIONS FOR DETAILS MSE E167 11077+05.67 TO 11088+80.00* a RETAINING 10:1 E167 11105+68.43 TO 11120+10.00* GUARDRAIL POST 8•MIN, WALL ___ - - - - - - - - - - - - - - - - - - - ......... .. ECOLOGY 12'SHOULDER INCLUDES 2'FOR FUTURE IMPROVEMENTS ALL SURFACING AND PAVING DEPTHS ARE COMPACTED DEPTHS, - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---- - - - -11 EMBANKMENT COURSES NOT TO EXCEED DEPTHS DEFINED IN THE STANDARD 10-. 0 �75' SPECIFICATIONS. GUARDRAIL �V 0.20' 3 PROFILE GRADE! O�75' SAWCUT & PIVOT POINTI MAXIMUM NOMINAL COMPACTED DEPTH SHALL BE PER WSDOT <�> 1 STANDARD SPECIFICATION 5-04.3(9) 0 � %35' 1 FILL 2 VARIES 1 E167A 10988+90.00 TO 10992+00.00 VAR I E-S AMP V_ARIE.S 0' TO CONCRETE SHLD 15' _SHLD NB405-SBI67 21+54.70 TO 24+54.74 -1 17' 1� SLOPE SLOPE BARRIER <1 6.1 6.1 VARIES VARIES 0.20' 3 10' 12' 12' 0'- 13` 1, 6 SHLD_ GP GP SHLD E167 11067+73.50 TO 11068+19.80 - NB405-SBI67 16+00.00 TO 17+59.81 h1,5DO T NOR THWES T REGION VARIES I n \ - --------- SLOPE 8'-10' C' - - - - - - - - - - - TRAFFIC ENGINEER - AREA OPERATIONS ARDR 4 - - - - - - - - - _--- - - - - -1 10 12 .20'--N CHANNEL IZA TION PL 4N 6:1 AIL - - - 3 PROFILE GRADE 1 0.75' & PIVOT POINT Signed �LA443A Date tj�kb 3 0.20 0.75' - - 0.35' 1 Print MARK BANDY (j 2 SAWCUT 0.35' ENGINEERING MANAGER <�> E167A 10992+00.00 TO 10996+00.00 NB406-SBI67 17+69.81 TO 21 +54.70+ E167A 10995+00 TO 10998+00 (NO PAVING WORK PROPOSED) Signed Date 9-1C-!0 r2AMP 4A� ROADWAY SECTION NB405-B167 Print DENISE CIERI N.T.S. T=269154 FILE NAME C:XWorkXProjectVWselBTJV0002Xdms02275XBTJV0002 DE RS 167 MSTR-CP.dgn " M. ST aim Washington State SR167 MP 24.59 TO MP 26.23 Plot 1 TIME 9:27:20 AM REGION STATE FEMAID PROJ.NO. w . R Department of Transportation DATE 812312010 NO. 's/v/ C 1-405 RSI PLOTTED BY dio 10 WASH �4 0 5A orridor Program 1-5 TO SRI 69 DESIGNED BY M. WALTON JOB NUMBER STAGE 1 -WIDENING SHEET ENTERED BY S. WHITE BILFINGEMR�BERGER -N. ONAL , °a AGOOCIATNG�. CHECKED BY P. GRIDDLE CONTRACT NO. LOCATION NO. Civil Inc, KING COUNTY APRIL 2 OF PROD. ENGR. L. HODGSON _4�.TE 10 DATE IRI-STATE CONSTRUCTION, INC. ROADWAY SECTIONS REGIONAL ADM. D. DYE REVISION DATE By 01 P.E. STAMP BOX P.E. STAMP BOX iml SHEETs BEGIN CONSTRUCTION .... . .. .... Q� SR 167 MP 24.59 '7 El 67 11064+00.00 ROW 911+36.60 WSDOT NORTHWEST REGION CHANNEL IZA TION PLAN TRAFFIC ENGINEER - AREA OPERATIONS Signed ��AAJQA D ate lD Print MARK BANDY ENGINEERING MANAGER Signed Date 9-10-10 Print DENISE CIERI FILE NAME C:lWorkIProjectWiselBTJV00021dms022761BTJV0002 SEC. 19, T. 23 N.9 RE 5 E., W.M. ,v REGIO N NO. STATE FED.AID PROJ.NO. DATE 812312010 10 IWASH PLOTTED BY d10 I", --- -- ---- -- 0- ENTERED BY L. JOHNSON CHECKED BY J. ST, JOHN CONTRACT NO. LOCATION NO. PRO.J. ENGR. L. HODGSON REGIONAL ADM. D. DYE REVISION DATE V� 0_1 'PIP 0 J C) @ . ..... . -11063+36.60- _14066— -7- -7 7'� �, —, '= , �= -== A E167 LINE 1-1-070 SR-46-f- N10'%6'6V!E . BEGIN CONSTRUCTION .... . .. .... Q� SR 167 MP 24.59 '7 El 67 11064+00.00 ROW 911+36.60 WSDOT NORTHWEST REGION CHANNEL IZA TION PLAN TRAFFIC ENGINEER - AREA OPERATIONS Signed ��AAJQA D ate lD Print MARK BANDY ENGINEERING MANAGER Signed Date 9-10-10 Print DENISE CIERI FILE NAME C:lWorkIProjectWiselBTJV00021dms022761BTJV0002 PS ALRW 167-CP.dgn TIME 9:28:46 AM REGIO N NO. STATE FED.AID PROJ.NO. DATE 812312010 10 IWASH PLOTTED BY d10 DESIGNED- BY L. JOHNSON JOB NUMBER ENTERED BY L. JOHNSON CHECKED BY J. ST, JOHN CONTRACT NO. LOCATION NO. PRO.J. ENGR. L. HODGSON REGIONAL ADM. D. DYE REVISION DATE BY WASy DATE P.E. STAMP BOX P.E. STAMP BOX tAl W-11% 4ashington State w. , L 44 F-Department of Transportation mr I Corridor Program M BERGER V LFINGER I VID EVANS AIIIIAOCIATIESma. Inc. . Civil Inc NAME =1 TRI-STATE CONSTRUCTION, INC q._ae_t_d.4 0 60 100 SCALE IN FEET Ff < W W Lu 3: LIJ z :3 w w 3: to TOTAL CURVE DATA I CURVE DATA P.I. STATION I DELTA I RADIUSI TANGENT LENGTH C DELTA s E167 11092+24.09 1 20'24' 1.4"LT 1 570900 1 1027.41 2033.061 +2.80% n su mo SCALE IN FEET TRAFFIC ENGINEER - AREA OPERATIONS Signed Date P,int MARK BANDY ENGINEERING MANAGER Signed ll�� kl 12L Date Print DENISE CIERI T=269156 FILE NAME TIME C:lWorkIProjectWiselBTJV00021dmsO2276%BTJV0002 9:28:49 AM PS ALRW 167-CP.dgn 19811k WP State SR167 MP 24.59 TO MP 26.23 REGION STATE Aw n= rtation 1-405 DATE 812312010 10 WASH 40!5 Corridor Program R AR2 PLOTTED BY d10 1-5 TO SR169 DESIGNED BY L. JOHNSON JOB NUMBER 01 STAGE I -WIDENING SHEET ENTERED BY L. JOHNSON DAVID aVANIS ST. JOHN CONTRACT NO. LOCATION NO. NAI FING BERGER We's -AGSOCIATNB KING COUNTY APRIL 2010 _-J. DATE _-MA-TEran TRI-STATE CONSTRUCTION, INC ALIGNMENT /RIGHT OF WAY PLAN I OF REGIONAL ADM. D. DYE REVISION DATE BY P.E. STAMP BOX P.E. STAMP BOX q_a e-&--# I SHEET$ aD to v- Lu jjj Lu z v SEC. 19, T. 23 L d (D 'I I _7 TOTAL CURVE DATA I CURVE DATA Noy R. 5 Emy W.M. P.I. S ATION DELTA I RADIUS 1 TANGENT I LENGTH I C DELTA I S E167 11092+24.09 1 20'24' 1 4"LT 5709.00 1 1027.41 2033. 061 - _r+2.f WSDO T NOR THWES T REGION CHANNEL IZA TION FL AN TRAFFIC ENGINEER - AREA OPERATIONS Signed s�.A�'4 P-,- Date IZR//o Print MARK BANDY ENGINEERING MANAGER Signed Date Print DENISE CIERI 0 50 100 SCALE IN FEET PI E167 11092+24.09 'q vJw I UL FILE NAME C:1WorkIProjectWiseXBTJV0002Xdms022751BTJV0002 PS ALRW 167-CP.dgn C, M. sr.,/ ,v WAs/j/ 7 P.E STAMP BOX WATE _DATE P.E. STAMP BOX Alllllllb Washington State Department of Transportation 40 Corridor Program DAVID KVAN* BILIFINGRR BERGER ASSOCIATES.— TRI-STATE CONSTRUCTION, INC. rEl q___( $RI 67 MP 24.59 TO MP 26.23 1-405 1-5 TO SR169 STAGE I -WIDENING KING COUNTY APRIL 2010 Plot 23 TIME 9:28:66 AM REGION NO. STATE FED.AID PROJ.NO. A DATE 812312010 10 WASH JOB NUMBER PLOTTED BY d10 DESIGNED BY L. JOHNSON SHEET OF SHEETS ENTERED BY L. JOHNSON CHECKED BY J. ST. JOHN CONTRACT NO. LOCATION NO. PROD. ENGR. L. HODGSON ALIGNMENT /RIGHT OF WAY PLAN REGIONAL ADM. D. DYE REVISION DATE BY v ,m xm SCALE IN FEET !W . r-��_-____----------------------1 '/ // / L� / WSDOT NOR 7HhIES7 REGION CHANNEL IZA TION PL AN TRAFFIC ENGINEER AREA OPERATIONS Signed Ddte?zl!0t) Print MARK BANDY ENGINEERING MANAGER Signed Date 9-/0-(0 Print DENISE CIERI T=269158 FILE NAME C:kWorkIProjectWiselBTJV00021dmsO2275%BTJV0002-PS-ALRW 167-CP.dgn 0. ST.'l L/ AMk Wasbington State GoDepartment Transportation SR1 67 MP 24.59 TO MP 26.23 Plot 24 TIME 9:29:00 AM REGION STATE FEDAD PROJ.NO. WA / of 1-406 DATE 812312010 40 Corridor Program PLOTTED BY d10 10 WASH 1-6 TO SR1 69 DESIGNED BY L. JOHNSON JOB NUMBER STAGE I -WIDENING SHEET ENTERED BY L. JOHNSON T "a DAVID RVAN � -7 CHECKED BY J. ST. JOHN CONTRACT NO. LOCATION NO. AL — civa Im KING COUNTY APRIL 2010 OF L DATEV DATE rs ALIGNMENT /RIGHT OF WAY PLAN REGIONAL ADM. D. DYE REVISION DATE BY P.E. STAMP BOX P.E. STAMP BOX I I S EETS SEC. 19, T. 23 N., R. 6 E., W.M. Q_ EA ti o ea tc ILI W uj 1: W ca Z ILI _j W X 60 100 SCALE IN FEET I - - I T=269159 FILE NAME TIME C:kWorkIProjectW!se%BTJV00021dms022761BTJV0002 9:29:07 AM PS ALRW 167-CP.dgn "g. sr"/ W 8shin n state v7,PD SR167 MP 24.59 TO MP 26.23 Plot 25 REGION NO� I STATE FEDAID PROIN0. WA . of Transponstion .p..'to DATE 8123/2010 . 10 1 WAS Z 40 Corridor Program 1-405 AR5 PLOTTED BY d10 1-5 TO SR1 69 DESIGNED BY L. JOHNSON JOB NUMBER 011, 7 STAGE I -WIDENING SHEET ENTERED BY L. JOHNSON BILFINGER1 BERGER DAVID IffVAN we 6 CHE—CKED BY J. ST. JOHN CONTRACT NO. LOCATION NO. N A89OCIATE: Civil Inc. KING COUNTY APRIL 2010 OF PROD. ENGR. L. HODGSON DATE TRI-STATE CONSTRUCTION, INC NEI ALIGNMENT /RIGHT OF WAY PLAN REGIONAL ADM. D. DYE REVISION DATE By P.E. STAMP BOX — q_"ae_-d_g SHEETS TOTAL CURVE DATA CURVE DATA P.I. STATION — I DELTA I RADIUS TANGENT I LENGTH I C DELTA T—S E167A 10980+89.12 111-0249"RT15729.60 554.06 11104.691 1 -2.-80% SEC. 19, T. 23 N.9 Re 5 Eel W.M. WSDO T NOR THWES T REGION CHANNEL IZA TION FL AN TRAFFIC ENGINEER T - AREA OPERATIONS Signed Date ?Z/4- b Print MARK BANDY ENGINEERING MANAGER -3 Signed DC to Print DENISE CIERI FILE NAME C:1 WorkIProjectWisekBTJV00021dmsO22761BTJV0002 PS ALRW 167-CP.dgn jt RD 7- REGION 140. I I I 0 so 100 FEMAID PROJ.NO. DATE 812312010 10 SCALE IN FEET PLOTTED BY d10 to 10980+89.12 DESIGNED BY L. JOHNSON M 109 0- , ENTERED BY L. JOHNSON S k-467 - ... 77 7 71 sess'"""es-4— E 167A-LINE - CHECKED BY J. ST. JOHN (Ji CONTRACT NO. LOCATION 140. PROD. ENGR. L. HODGSON 1 0 -9 + Lu ul BY -8 - a 0) 'U x N1 3- 5'32!!,E� 7 -Z7 ma 1741 M :3 Lu 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (0 w 990-r W Lu Lu U) -Ir --- --- F-167A_ Lu P -1008 ---- --- r -6*_3,9 _J Lu 4 3: to L 0 x"x 4-1o, 40 + 0) V. WSDO T NOR THWES T REGION CHANNEL IZA TION FL AN TRAFFIC ENGINEER T - AREA OPERATIONS Signed Date ?Z/4- b Print MARK BANDY ENGINEERING MANAGER -3 Signed DC to Print DENISE CIERI FILE NAME C:1 WorkIProjectWisekBTJV00021dmsO22761BTJV0002 PS ALRW 167-CP.dgn jt RD 7- REGION 140. STATE FEMAID PROJ.NO. DATE 812312010 10 WASH PLOTTED BY d10 to 10980+89.12 DESIGNED BY L. JOHNSON M 109 0- , ENTERED BY L. JOHNSON S k-467 - ... 77 7 71 sess'"""es-4— E 167A-LINE - CHECKED BY J. ST. JOHN CONTRACT NO. LOCATION 140. PROD. ENGR. L. HODGSON 1 0 -9 + Lu ul BY -8 - a 0) 'U x N1 3- 5'32!!,E� UJ 7. LU -Z7 ma 1741 M :3 Lu 1 (0 w 990-r W Lu Lu U) -Ir --- --- F-167A_ Lu -1008 ---- --- r -6*_3,9 _J Lu 4 3: to WSDO T NOR THWES T REGION CHANNEL IZA TION FL AN TRAFFIC ENGINEER T - AREA OPERATIONS Signed Date ?Z/4- b Print MARK BANDY ENGINEERING MANAGER -3 Signed DC to Print DENISE CIERI FILE NAME C:1 WorkIProjectWisekBTJV00021dmsO22761BTJV0002 PS ALRW 167-CP.dgn TIME 9:29:11 AM REGION 140. STATE FEMAID PROJ.NO. DATE 812312010 10 WASH PLOTTED BY d10 DESIGNED BY L. JOHNSON JOB NUMBER ENTERED BY L. JOHNSON CHECKED BY J. ST. JOHN CONTRACT NO. LOCATION 140. PROD. ENGR. L. HODGSON REGIONAL ADM. D. DYE REVISION DATE BY W ti td DATE P.E. STAMP BOX P.E. STAMP BOX w Washington State &A kff VA#F Department of Transportation 14 f I 14,=$ rem 21 *Ijo. I F I I I 01 LIFINGERIBERGER F 00 DAVID RVANG Civil Inc. off Emma TRI-STATE CONSTRUCTION, 11 TOTAL CURVE DATA P.I. STATION DELTA NB405-SB167 15+33.03 8 °12 46' NB405-SB167 19+39.20 51-42'35 NB405-SB167 22+87.90 3°11'14 O C) is UJ UJ UJ U) Z Lu -j W CURVE DATA RADIUS TANGENT LENGTH C DELTA S SEC. 19, T. 23 N. R. 5 E■ , W.M■ 1157.86 83.13 165.97 -6.70% 435.00 210.80--392-58 -7.60% 6000.00 166.92 333.76 -2.40% -10995 - E167A-- -LINE-- __ -Nl-*36'32T= --- ------------ RAINIER AVE S 7- 7 167-CP.dgn W TIME 9:29:16 AM l z I i I I STATE Si iqned Date ti DATE 812312010 - MARK B ANDY 0 so 100 V PLOTTED BY d10 Print DESIGNED BY L. JOHNSON SCALE IN FEET ENGINEERING MANAGER JOB NUMBER ENTERED BY L. JOHNSON lot CHECKED BY J. ST. JOHN cr CONTRACT NO. LOCATION NO. PROJ. ENGR. L. HODGSON -A I tlp REVISION DATE BY - A o1v 11�v 0 END CONSTRUCTION *> SR 167 MP 26.23 i ' JI 0 1z" A/ V %ll qtr El 67A 10998+00.00 u l > o WSDOT NOR7 -Hh/E5 T REGION I All 0 % 'N& ROW 997+97.99 CHANNEL IZA TION PLAN h f I I TRAFFIC ENGINEER - AREA OPERATIONS V NB4 lSB1 67 17+28.40 PC J 6k. A, NB405-SB167 22+87.90 Y. t % It NS406-SB167 21+20.98 PCC NB406-SB167 19+39.20 PI (48.381 RT) t T'll -10995 - E167A-- -LINE-- __ -Nl-*36'32T= --- ------------ RAINIER AVE S 7- 7 167-CP.dgn W TIME 9:29:16 AM l z I i I I STATE Si iqned Date ti DATE 812312010 - MARK B ANDY 10 V PLOTTED BY d10 Print DESIGNED BY L. JOHNSON ENGINEERING MANAGER JOB NUMBER ENTERED BY L. JOHNSON lot CHECKED BY J. ST. JOHN CONTRACT NO. LOCATION NO. PROJ. ENGR. L. HODGSON tlp REVISION DATE BY END CONSTRUCTION SR 167 MP 26.23 i ' JI V El 67A 10998+00.00 WSDOT NOR7 -Hh/E5 T REGION I All i ROW 997+97.99 CHANNEL IZA TION PLAN h f I I TRAFFIC ENGINEER - AREA OPERATIONS FILE NAME C:kWork%ProjectWiselBTJV00021dmsO22751BTJV0002-PS-ALRW 167-CP.dgn W TIME 9:29:16 AM REGION O. STATE Si iqned Date ti DATE 812312010 - MARK B ANDY 10 WASH PLOTTED BY d10 Print DESIGNED BY L. JOHNSON ENGINEERING MANAGER JOB NUMBER ENTERED BY L. JOHNSON lot FILE NAME C:kWork%ProjectWiselBTJV00021dmsO22751BTJV0002-PS-ALRW 167-CP.dgn W TIME 9:29:16 AM REGION O. STATE FEDAID PROJA0. ti DATE 812312010 - 10 WASH PLOTTED BY d10 DESIGNED BY L. JOHNSON JOB NUMBER ENTERED BY L. JOHNSON CHECKED BY J. ST. JOHN CONTRACT NO. LOCATION NO. PROJ. ENGR. L. HODGSON REGIONAL ADM. D. DYE REVISION DATE BY P.E. STAMP BOX P.E. STAMP BOX Signed P'u' T E Date 9-1G tO E167 11070+42.41 BEGIN 20:1 SHOULDER TAPER;C73.0WLT) E167 11070+61.84 END (�)(49.00'LT) END 326.8:1 SHOULDER TAPER (11.0'LT) END 163.4:1 HOV LANE TAPER (23.33'& 24.67'LT) END 81.71 LAN' .E,/TAPER (49.00'LT) END 108.9:1 LAN TAPER (37.00'LT) E167 11071+22AI END 20:1 SHOULDER TAPER (73.00'LT) FDGE • SEE EDGE • ?'AVEMENT NOTE 7 PAVEMENT ITT 12' I 337i2.33' FILE NAME SEC. 19, T. 23 N.9 R., 5 E.5 WAS DATE 812 312 01 0 PLOTTED BY dio DESIGNED BY M. WALTON ENTERED BY S. WHITE CHECKED BY P. CRIDDLE PROD. ENGR. 0 REGIONAL ADM. D. DYE E167 11067+35.00 E167 11067+09.26 rBEGIN 81.7:1 LANE TAPER (45.00' LT) END 07(71.29- L " IN 163.41 HOV LANE TAPER (21.33° & 22.67'LT) E167 11066+98.12 BEGIN 4((71.29' LT) MATCH HOT LANE CHANNELIZATION BEGIN 2 (98.12' LT} BEGIN 326.8:1 SHOULDER TAPER (10.00' LT) MATCH EXISTING GIN T (I 0.00'LT) BEGIN 108.91 LANE TAPER (34.00' LT) :N N (A (46.00' LT) BEGIN (4)(21.33' & 22.67' LT) 10 BEGIN j)(34.00' LT) E167 11067+97.46 BEGIN 20:1 RAMP TAPER (77.24' LT) SEE NOTE 4 E167 11066+46.34 D BEGIN (84.00' LT) 6 MATCH EXISTING= 0 _Q is, - 12' - - - - 11.33' - - - -- - - - - - /-1.33- 12.33' -1.33' -1-1-063+36.60 11.33' 11070 12.33' E167 LINE 9. I E167 11070+42.41 BEGIN 20:1 SHOULDER TAPER;C73.0WLT) E167 11070+61.84 END (�)(49.00'LT) END 326.8:1 SHOULDER TAPER (11.0'LT) END 163.4:1 HOV LANE TAPER (23.33'& 24.67'LT) END 81.71 LAN' .E,/TAPER (49.00'LT) END 108.9:1 LAN TAPER (37.00'LT) E167 11071+22AI END 20:1 SHOULDER TAPER (73.00'LT) FDGE • SEE EDGE • ?'AVEMENT NOTE 7 PAVEMENT ITT 12' I 337i2.33' FILE NAME CAWorkXProjectV TIME 9:33:20 AM DATE 812 312 01 0 PLOTTED BY dio DESIGNED BY M. WALTON ENTERED BY S. WHITE CHECKED BY P. CRIDDLE PROD. ENGR. L. HODGSON REGIONAL ADM. D. DYE JV00021dms022761BTJV0002_PS__MK 167-CP WSDO T NORTHWEST REGION CHANNELIZATION PLAN TRAFFIC ENGINEER - AREA OPERATIONS Signed L4)A,_,L(L-A Date 7/14 ) Print MARK BANDY ENGINEERING MANAGER Signed �� (a= Date 9-10-W Print DENISE CIERI REGION NO. STATE FED.AID PROJA0. WASH 10 WASH ti JOB NUMBER NOTES: 1. SEE SHEET MKD1 FOR TYPE 2 RPM PLACEMENT. 2. PLASTIC FOR PAVEMENT MARKINGS SHALL BE METHYL METHACRYLATE (MMA). 3. SEE STANDARD PLANS M-20.20-01 FOR PROFILED LINE DETAIL. 4. SEE SHEET MKD2 FOR GORE AREA DETAILS. 5. SEE DRAINAGE DETAILS FOR DRAINAGE MARKING SCHEDULE. 6. AERIAL SURVEILLANCE MARKERS PER STANDARD PLAN M-24.60-02. 7. SEE SHEET MKI)l FOR HOT LANE PAVEMENT MARKING DETAIL. &SHOULDER WIDTHS ARE FROM FACE OF BARRIER. LOCATION NO. RR BERGER DAVID EVANS CONTRACT NO. ON L BILFING 0 rm I Civil Inc. ! NO - TASSOCIAES KING a 10 TRI-STATE CONSTRUCTION, INC. DATE DATE DATE BY _.P.E. STAMP BOX P.E. STAMP BOX 0 60 100 SCALE IN FEET T=26915C DEVIATIONS NON STANDARD LANE BALANCE AND GORE WIDTH APPROVED 4-6-07 I PAVEMENT MARKING LEGEND PROFILED PLASTIC LANE LINE PROFILED PLASTIC WHITE EDGE LINE PLASTIC HOV LANE SYMBOL (1000-SPACING) PROFILED PLASTIC WIDE LINE PROFILED PLASTIC DROP LANE LINE PROFILED PLASTIC DOTTED WIDE LINE PROFILED PLASTIC YELLOW EDGE LINE MP 24.59 TO MP 26.2311wum 1-406 1-5 TO SR169 STAGE 1 -WIDENING SHEET COUNTY APRIL 2010 OF PAVEMENT MARKING PLAN SHEET$ 0 P JV00021dms022761BTJV0002_PS__MK 167-CP WSDO T NORTHWEST REGION CHANNELIZATION PLAN TRAFFIC ENGINEER - AREA OPERATIONS Signed L4)A,_,L(L-A Date 7/14 ) Print MARK BANDY ENGINEERING MANAGER Signed �� (a= Date 9-10-W Print DENISE CIERI REGION NO. STATE FED.AID PROJA0. WASH 10 WASH ti JOB NUMBER NOTES: 1. SEE SHEET MKD1 FOR TYPE 2 RPM PLACEMENT. 2. PLASTIC FOR PAVEMENT MARKINGS SHALL BE METHYL METHACRYLATE (MMA). 3. SEE STANDARD PLANS M-20.20-01 FOR PROFILED LINE DETAIL. 4. SEE SHEET MKD2 FOR GORE AREA DETAILS. 5. SEE DRAINAGE DETAILS FOR DRAINAGE MARKING SCHEDULE. 6. AERIAL SURVEILLANCE MARKERS PER STANDARD PLAN M-24.60-02. 7. SEE SHEET MKI)l FOR HOT LANE PAVEMENT MARKING DETAIL. &SHOULDER WIDTHS ARE FROM FACE OF BARRIER. LOCATION NO. RR BERGER DAVID EVANS CONTRACT NO. ON L BILFING 0 rm I Civil Inc. ! NO - TASSOCIAES KING a 10 TRI-STATE CONSTRUCTION, INC. DATE DATE DATE BY _.P.E. STAMP BOX P.E. STAMP BOX 0 60 100 SCALE IN FEET T=26915C DEVIATIONS NON STANDARD LANE BALANCE AND GORE WIDTH APPROVED 4-6-07 I PAVEMENT MARKING LEGEND PROFILED PLASTIC LANE LINE PROFILED PLASTIC WHITE EDGE LINE PLASTIC HOV LANE SYMBOL (1000-SPACING) PROFILED PLASTIC WIDE LINE PROFILED PLASTIC DROP LANE LINE PROFILED PLASTIC DOTTED WIDE LINE PROFILED PLASTIC YELLOW EDGE LINE MP 24.59 TO MP 26.2311wum 1-406 1-5 TO SR169 STAGE 1 -WIDENING SHEET COUNTY APRIL 2010 OF PAVEMENT MARKING PLAN SHEET$ SEC. 19, T. 23 N, R. 5 Ew' W.M■ EDGE OF EDGE OF EDGE OF PAVEMENT F PAVEMENT PAVEMENT 0 60 100 SCALE IN FEET ZZ" NOTES: 12' + 12 - - - - - - - - - - - - - - - - - - - - - - 1.33 112.3T oY 12' -- --- - 12.3T + 12.33' - - - - - z-1.33' - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - a 12.33' 1107-6 E167 LINE of A ^00% z: U) 10' Col.- tu UJ Uj LLI -7- =n W z E167 11086+35- :1 ui UJI E167 11076+36 7- 17.00'LTf �Tclzkfy LT) ENGINEER - AREA OPERATIONS S.SEE DRAINAGE DETAILS FOR DRAINAGE MARKING SCHEDULE. (D U&n 6. AERIAL SURVEILLANCE MARKERS PER STANDARD PLAN M-24.60-02, PROFILED PLASTIC LANE LINE NOTES: 1. SEE SHEET MKD1 FOR TYPE 2 RPM PLACEMENT. 2. PLASTIC FOR PAVEMENT MARKINGS SHALL BE WSDO T NOR THWES T REGION METHYL METHACRYLATE (MMA). CHANNEL IZA TION PLAN 3. SEE STANDARD PLANS M-20.20-01 FOR PROFILED LINE DETAIL. 4. SEE SHEET MKD2 FOR GORE AREA DETAILS. PAVEMENT MARKING LEGEND TRAFFIC ENGINEER - AREA OPERATIONS S.SEE DRAINAGE DETAILS FOR DRAINAGE MARKING SCHEDULE. U&n 6. AERIAL SURVEILLANCE MARKERS PER STANDARD PLAN M-24.60-02, PROFILED PLASTIC LANE LINE Signed Date 7.SEE SHEET MKD1 FOR HOT LANE PAVEMENT MARKING DETAIL. PROFILED PLASTIC WHITE EDGE LINE Print MA RK N BAI &SHOULDER WIDTHS ARE FROM FACE OF BARRIER. PLASTIC HOV LANE SYMBOL (1000-SPACING) PROFILED PLASTIC WIDE LINE ENGINEERING MANAGER LEGEND: PROFILED PLASTIC DROP LANE LINE be4"� RETAINING WALL 6 PROFILED PLASTIC DOTTED WIDE LINE Signed Date —1-1- GUARDRAIL 7 PROFILED PLASTIC YELLOW EDGE LINE BARRIER Print DENISE CIERI T FILE NAME C:XWorkXProjectWiselBTJV0002Xdms022751BTJV0002 PS MK 167-CP.dgn C' 0 $ T. 0 AMk W .Z.hLoton stet® Tran SR167 MP 24.59 TO MP 26.23 Plot 22 TIME 9:33:24 AM - REGION No. STATE FED.AID PROJ.NO. c� WAS///4'. of portation 1-406 DATE 812312010 40 Corridor Program MK2 PLOTTED BY dio 1-5 TO SRI 69 DESIGNED BY M. WALTON JOB NUMBER 7 STAGE I -WIDENING SHEET ENTERED BY S. WHITE CONTRACT NO. LOCATION NO. SSIONAL BILIFINGERIBERGER =5_1 ^68OCIAT56 Civil Inc, TOT KING COUNTY APRIL 2010 - Op CHECKED BY P. CRIDDLE PROD. ENGR. L. HODGSON 0 DATEJ DATE TRI-STATE CONSTRUCTION, INC. PAVEMENT MARKING PLAN I REGIONAL ADM. D. DYE REVISION DATE BY P.E. STAMP BOX P.E.- STAMP Box SHEETS NOTES: 1. SEE SHEET MKD1 FOR TYPE 2 RPM PLACEMENT. 2. PLASTIC FOR PAVEMENT MARKINGS SHALL BE METHYL METHACRYLATE (MMA). 3. SEE STANDARD PLANS M- 20.20 -01 FOR PROFILED LINE DETAIL. 4. SEE SHEET MKD2 FOR GORE AREA DETAILS. 5. SEE DRAINAGE DETAILS FOR DRAINAGE MARKING SCHEDULE. 6. AERIAL SURVEILLANCE MARKERS PER STANDARD PLAN M- 24.60 -02. 7. SEE SHEET MKD1 FOR HOT LANE PAVEMENT MARKING DETAIL. 8. SHOULDER WIDTHS ARE FROM FACE OF BARRIER. LEGEND: 1222� RETAINING WALL —I - GUARDRAIL BARRIER 0 0 00 0 co WW W= 2� ..i W Lu rJ y 1- FA .. • 12' DEVIATIONS 12 NON STANDARD INSIDE SHOULDER WIDTH APPROVED 10 -25 -07 I PAVEMENT MARKING LEGEND 1) PROFILED PLASTIC LANE LINE PROFILED PLASTIC WHITE EDGE LINE PLASTIC HOV LANE SYMBOL (1000' SPACING) PROFILED PLASTIC WIDE LINE {5 PROFILED PLASTIC DROP LANE LINE L�l PROFILED PLASTIC DOTTED WIDE LINE \r J PROFILED PLASTIC YELLOW EDGE LINE SEC. 19, T. 23 N., R. 5 E., W.M. WSDO T NOR THWES T REGION CHANNEL IZA TION PLAN TRAFFIC ENGINEER - AREA OPERATIONS Signed �AAA^_G� E ^� Date 9/14-ho Print MARK BANDY ENGINEERING MANAGER Signed J. a_ L Date 9-10-10 Print DENISE CIERI E167 11095 +00.00 END 5 (49.00' LT) BEGIN (1(49.00' LT) EDGE OF z//7777-l' zllfo PAVEMENT /—SEE DETAIL ON SHEET RW 0 50 100 SCALE IN FEET FILE NAME C:i WorklProjeetWisetBTJV0002\ dms02275 \BTJV0002_PS_MK_167- CP.dgn TIME 9:33:27 AM _ R NIKON ' o 1- FED.AID PROJ.N ®. 1.33' '.32' 12.33' 10 - - - - - - - o 10' - - ------------------- _ ` Y 12_ 3 - --------- - - - - -- - - - - - - - 33' ENTERED BY S. WHITE - - - - - 12. 30' CHECKED BY P. CRIDDLE - - - - - - - - - - - - - - - - - - 1 co CONTRACT NO. LOCATION NO. WLu Lu Z REVISION DATE BY to - ;-E16 11096 +35 -' ' - 7� . . :GGGtt�.... _ 3 {17.00' LT} FILE NAME C:i WorklProjeetWisetBTJV0002\ dms02275 \BTJV0002_PS_MK_167- CP.dgn TIME 9:33:27 AM _ R NIKON STATE FED.AID PROJ.N ®. DATE 8/2312010 10 WAS PLOTTED BY dIo _ DESIGNED BY M. WALT_ON JOB NUMBER ENTERED BY S. WHITE CHECKED BY P. CRIDDLE CONTRACT NO. LOCATION NO. PROJ. ENGR. L. HODGSON REGIONAL ADM. D. DYE REVISION DATE BY E167 11103 +65.00 END (4 23.33' & 24.66' LT) BEGIN 6 (24.67' LT) BEGIN $760:1 2238.8:1 TAPER (24.67' LT) BEGIN 750:1 TAPER (37.00' LT) BEGIN 750:1 LANE SHIFT (49.00' LT) BEGIN LANE SHIFT (61.00' LT) .r >'_ - C-11. -. E167 11105 +89.00 BEGIN 16:1 SHOULDER TAPER (72.70' LT) �� - �� .. E167 11106+21.00 END 16:1 SHOULDER TAPER (74.66' LT) E167 11106 +66.00 BEGIN 16:1 SHOULDER TAPER (74.60' LT) - E167 11107 +30.00 END 16:1 SHOULDER TAPER (70.51' LT) J F EDGE OF PAVEMENT a 60 100 SCALE IN FEET W5 CO T NOR TNWL S T REGION CHANNEL IZA TION PLAN TRAFFIC ENGINEER - AREA OPERATIONS Signed L % _ Date 2z 14-6 Print MARK BANDY ENGINEERING MANAGER Signed � M�� e. i Date (? — /o—/o Print DENISE CIERI NOTES: 1. SEE SHEET MKD1 FOR TYPE 2 RPM PLACEMENT. 2. PLASTIC FOR PAVEMENT MARKINGS SHALL BE METHYL METHACRYLATE (MMA). 3. SEE STANDARD PLANS M- 20.20 -01 FOR PROFILED LINE DETAIL. 4. SEE SHEET MKD2 FOR GORE AREA DETAILS. 5. SEE DRAINAGE DETAILS FOR DRAINAGE MARKING SCHEDULE. 6. AERIAL SURVEILLANCE MARKERS PER STANDARD PLAN M- 24.60 -02. 7. SEE SHEET MKD1 FOR HOT LANE PAVEMENT MARKING DETAIL. & SHOULDER WIDTHS ARE FROM FACE OF BARRIER. LEGEND: RETAINING WALL - GUARDRAIL BARRIER 12' - 12' 14' FILE NAME C: XWorklProjeetWise lBTJV00021dms022751BTJV0002 PS MK 167- CP.dgn _ TYN12' r- ,E 12' — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - _ - - - _ / — — — — — — — 12.33' 12.33' — — _ _ — — — — — — - — — — — — — — - — — — — -- - - - - -- --------------------------------------------------------------------------------------------------- — — — — — — — — — — — 12' — — — — — — — — — -------- - - - - -- m r g �• I Departmentof Transportatian ��,. 40 Corridor Program --- I31LFINGER BERGEI2 ° ° DAVID - unASfOC1AT8f�ao. Civil Inc, Y TRI -STATE CONSTRUCTION, INC. 9--t ewrtxna 9 ---------------------- 12.33' 12.33' 13.67` Plot 24 TIME 9:33:32 AM W I- tu W 10' REGION NO. 10' W W z -- W Z Z• � PLOTTED BY d10 Z DESIGNED BY M. WALTON Z to SHEET SHE OF ! SHEETS ENTERED BY S. WHITE u Z to E167 11106 +36 ; ; _._ _ - _- : _ . -__ _.._ _ _. _ __.a _._ . -_ _ _ _ ._ _. ._ _. _ CONTRACT NO. LOCATION NO. PROJ. ENGR. L. HODGSON W5 CO T NOR TNWL S T REGION CHANNEL IZA TION PLAN TRAFFIC ENGINEER - AREA OPERATIONS Signed L % _ Date 2z 14-6 Print MARK BANDY ENGINEERING MANAGER Signed � M�� e. i Date (? — /o—/o Print DENISE CIERI NOTES: 1. SEE SHEET MKD1 FOR TYPE 2 RPM PLACEMENT. 2. PLASTIC FOR PAVEMENT MARKINGS SHALL BE METHYL METHACRYLATE (MMA). 3. SEE STANDARD PLANS M- 20.20 -01 FOR PROFILED LINE DETAIL. 4. SEE SHEET MKD2 FOR GORE AREA DETAILS. 5. SEE DRAINAGE DETAILS FOR DRAINAGE MARKING SCHEDULE. 6. AERIAL SURVEILLANCE MARKERS PER STANDARD PLAN M- 24.60 -02. 7. SEE SHEET MKD1 FOR HOT LANE PAVEMENT MARKING DETAIL. & SHOULDER WIDTHS ARE FROM FACE OF BARRIER. LEGEND: RETAINING WALL - GUARDRAIL BARRIER FILE NAME C: XWorklProjeetWise lBTJV00021dms022751BTJV0002 PS MK 167- CP.dgn _ F`'�` ST �O ��OF AS y�� Q y A 2" �© oNa�EU �' P.E. STAMP BOX DATE P.E. STAMP BOX DATE �• I Departmentof Transportatian ��,. 40 Corridor Program --- I31LFINGER BERGEI2 ° ° DAVID - unASfOC1AT8f�ao. Civil Inc, Y TRI -STATE CONSTRUCTION, INC. 9--t ewrtxna 9 SRI 67 P 24.59 T P 26.23 I ®4 ®5 1- TO R169 STAGE 1 -WIDENING COUNTY f g KING COUNTY APRIL 2010 Plot 24 TIME 9:33:32 AM REGION NO. STATE FED.AID PROJI.NO. 4 DATE 8/23/2010 _ 10 WASH PLOTTED BY d10 DESIGNED BY M. WALTON JOB NUMBER SHEET SHE OF ! SHEETS ENTERED BY S. WHITE u CHECKED BY P. GRIDDLE_ CONTRACT NO. LOCATION NO. PROJ. ENGR. L. HODGSON PAVEMENT A KING P REGIONAL ADM, D. DYE REVISION DATE +B_Y 19, R. WSDO T NOR THWES T REGION CHANNEL IZA TION PLAN TRAFFIC ENGINEER - AREA OPERATIONS Signed I e6, Date Print MARK BANDY ENGINEERING MANAGER Signed a Date T-lo-16 Print DENISE CIERI NOTES: 1. SEE SHEET MKDI FOR TYPE 2 RPM PLACEMENT, 2. PLASTIC FOR PAVEMENT MARKINGS SHALL BE METHYL METHACRYLATE (MMA). 3. SEE STANDARD PLANS M-20.20-01 FOR PROFILED LINE DETAIL. 4. SEE SHEET MKD2 FOR GORE AREA DETAILS. 5. SEE DRAINAGE DETAILS FOR DRAINAGE MARKING SCHEDULE. 6. AERIAL SURVEILLANCE MARKERS PER STANDARD PLAN M-24.60-02. 7. SEE SHEET MKDI FOR HOT LANE PAVEMENT MARKING DETAIL. &SHOULDER WIDTHS ARE FROM FACE OF BARRIER. LEGEND: = RETAINING WALL GUARDRAIL BARRIER 0 so 100 SCALE IN FEET I DEMLATIOKS j%, NON STANDARD INSIDE SHOULDER WIDTh PROFILED PLASTIC LANE LINE PROFILED PLASTIC WHITE EDGE LINE PLASTIC HOV LANE SYMBOL (1000-SPACING) PROFILED PLASTIC WIDE LINE PROFILED PLASTIC DROP LANE LINE PROFILED PLASTIC DOTTED WIDE LINE PROFILED PLASTIC YELLOW EDGE LINE FILE NAME C:XWorkXProjectWlsolBTiV0002idms022751BTJV0002 E167 11121+61.00 ST ,9. ,/ END 70:1 SHOULDER TAPER (9-0 ' LT' SR167 MP 24.59 TO MP 26.23 Plot 25 TIME 9:33:36 AM END 70:1 HOV LANE SHIFT (22.00� LT) j/ REGION NO. END 70:1 LANE SHIFT (33.00' LT) FEMAID PROJ.NO. WASH, END 70:1 LANE SHIFT (45.00' LT) 1-405 DATE E167 11118+65.00 END 70:1 LANE SHIFT (57.00' LT) END U6 (24.00' LT) BEGIN (�)(24.00' LT) 0 Corridor Program R MK6 PLOTTED BY END 2238.8:1 TAPER (24.00' LT) END 1 760:1 TAPER (35.00' LT) WASH END 1 760:1 LANE SHIFT (47.00' LT) 1 1-5 TO SR169 DESIGNED BY ND 760:1 LANE SHIFT (59.00' LT) E 2 EDGE OF PAVEMENT STAGE I -WIDENING SHEET ENTERED BY S. WHITE /77771/ EDGE OF PAVEMENT 13 BILFINGERIBERGER 15 10, P. GRIDDLE 10, + 12' LOCATION NO. // - - - - - - - - - - - - - 12' + to w- It- - IX- - - - - - - - - - - - - — — - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - IT - - - - - as ---------------------------------------------- --------- - 13' f- w W IT 10, _11120 E467- LINE -11125 7.4' 1 8' PAVEMENT MARKING PLAN w W W -10, REVISION __ DATE W W Z Eiii il'ij 36 P.E. STAMP BOX w Q) :3 W w SHEETS 3 _(16,50' LT) - , - , - I - - - - - - - - 11 - - - - 11 --- - - - - I ---- 3 Lu W E167 _EI 67 .11 t26 ±35_. U) BEGIN- 740-SHOULDER- TAPER (1440W-LTI� -I--[ __41__� -1- 1 -,D i- - 7 It) �T(4-ow LT) 0 BEGIN 70:1 HOV LANE SHIFT (24.00' LT) 12 da- BEGIN 70:1 LANE SHIFT (35.00' LT) BEGIN 70:1 LANE SHIFT (47.00' LT) BEGIN 70:1 LANE SHIFT (59.00' LT) WSDO T NOR THWES T REGION CHANNEL IZA TION PLAN TRAFFIC ENGINEER - AREA OPERATIONS Signed I e6, Date Print MARK BANDY ENGINEERING MANAGER Signed a Date T-lo-16 Print DENISE CIERI NOTES: 1. SEE SHEET MKDI FOR TYPE 2 RPM PLACEMENT, 2. PLASTIC FOR PAVEMENT MARKINGS SHALL BE METHYL METHACRYLATE (MMA). 3. SEE STANDARD PLANS M-20.20-01 FOR PROFILED LINE DETAIL. 4. SEE SHEET MKD2 FOR GORE AREA DETAILS. 5. SEE DRAINAGE DETAILS FOR DRAINAGE MARKING SCHEDULE. 6. AERIAL SURVEILLANCE MARKERS PER STANDARD PLAN M-24.60-02. 7. SEE SHEET MKDI FOR HOT LANE PAVEMENT MARKING DETAIL. &SHOULDER WIDTHS ARE FROM FACE OF BARRIER. LEGEND: = RETAINING WALL GUARDRAIL BARRIER 0 so 100 SCALE IN FEET I DEMLATIOKS j%, NON STANDARD INSIDE SHOULDER WIDTh PROFILED PLASTIC LANE LINE PROFILED PLASTIC WHITE EDGE LINE PLASTIC HOV LANE SYMBOL (1000-SPACING) PROFILED PLASTIC WIDE LINE PROFILED PLASTIC DROP LANE LINE PROFILED PLASTIC DOTTED WIDE LINE PROFILED PLASTIC YELLOW EDGE LINE FILE NAME C:XWorkXProjectWlsolBTiV0002idms022751BTJV0002 PS MK 167-CP.dgn ST ,9. ,/ Amo� Washington State Department Transportation SR167 MP 24.59 TO MP 26.23 Plot 25 TIME 9:33:36 AM REGION NO. STATE FEMAID PROJ.NO. WASH, of 1-405 DATE 812312010 0 Corridor Program R MK6 PLOTTED BY d10 �$ WASH 1-5 TO SR169 DESIGNED BY M. WALTON JOB NUMBER 01 STAGE I -WIDENING SHEET ENTERED BY S. WHITE BILFINGERIBERGER 15 CHECKED BY P. GRIDDLE CONTRACT NO. LOCATION NO. A I civil Inc. KING COUNTY APRIL 201® OF PROD. ENGR. L. HODGSON 6 DATIf __DATE TRI-STATE CONSTRUCTION, PAVEMENT MARKING PLAN REGIONAL ADM. D. DYE REVISION DATE BY P.E. STAMP BOX P.E. STAMP BOX SHEETS E1167A 10983+71.00 3 (14.50- LT) EDGE OF PAVEMENT END 104.51 RAMP TAPER (59.00' LT) END 4(44.00' 4.00' LT) BEGIN LT) END 2(59.00, LT) 50 16 SCALE IN FEET NB405 -A_BI6724+54.74 Will 105.31 SHOULDER TAPER (26.00 RT) END 04(0.00' RT) END .0, - RT) IT- - - - - - - - - - - - - - V V `12 - - - - - - - - - - - - - - - - - - - C:XWorkIProjectWiseXBTJV00021dms022751BTJV0002 PS MK._167-CP.dgn - - - - Allift Washington Stat® MAIF *7 SR167 MP 24.59 TO MP 26.23 Plot 26 13. 10 12' REGION NO. all FEMAID PROJ.NO. Gf W A Slil Department of Transportation 10 DATE 8/2312010 to E167A 10983+oo.00 V- u w i x ---- ---- --- .BEGIN SHOULDER TAPER S' N84o S-SE"67 0 Corridor Program 0) uJ W _150:1 (9.00' LT) PLOTTED BY d10 LINE 15' 0 ti uj ui --10984+50-00, 7 12' 4l, x -160:1- SHOUL DER_ TAPER 1-5 TO SRI 69 Lu DESIGNED BY M. WALTON 13 uj W JOB NUMBER BEGIN 104. A-RAMP 'TAPER- 2 --- --- --- uj Go z STAGE I -WIDENING ........ SHEET ENTERED BY --- -- j Lu E1167 A 1098- 8498.71 -444-00"LT) 3: (0 P 08 0#-SB167--24+54tT lu CHECKED BY P. GRIDDLE - CONTRACT NO. LOCATION NO. ONA --------- -- AOSOCIATES.— Civil Inc. KING COUNTY APRIL 2010 OF PROD. ENGR. L. HODGSON 7 AT 'DEk W-5DO T NOR THWES T REGION CHANNEL IZA TION PL AN TRAFFIC ENGINEER - AREA OPERATIONS Signed L4&slzc� Date ?Z14- 11D Print MARK BANDY ENGINEERING MANAGER Signed CL Date Print DENISE CIERI NOTES: 1. SEE SHEET MKDI FOR TYPE 2 RPM PLACEMENT. 2, PLASTIC FOR PAVEMENT MARKINGS SHALL BE METHYL METHACRYLATE (MMA). 3. SEE STANDARD PLANS M-20.20-01 FOR PROFILED LINE DETAIL. 4. SEE SHEET MKD2 FOR GORE AREA DETAILS. 5. SEE DRAINAGE DETAILS FOR DRAINAGE MARKING SCHEDULE. 6. AERIAL SURVEILLANCE MARKERS PER STANDARD PLAN M-24.60-02. 7. SEE SHEET MKDl FOR HOT LANE PAVEMENT MARKING DETAIL. 8. SHOULDER WIDTHS ARE FROM FACE OF BARRIER. LEGEND: RETAINING WALL GUARDRAIL BARRIER I • =VIATI•NS r NON STANDARD INSIDE SHOULDER WIDTH APPROVED 4-6-07 LANE WIDTH • SOUTHBOUND SR167 APPROVED 4-9-08 I PROFILED PLASTIC LANE LINE PROFILED PLASTIC WHITE EDGE LINE PLASTIC HOV LANE SYMBOL (1000-SPACING)— PROFILED PLASTIC WIDE LINE PROFILED PLASTIC DROP LANE LINE PROFILED PLASTIC DOTTED WIDE LINE PROFILED PLASTIC YELLOW EDGE LINE V V FILE NAME C:XWorkIProjectWiseXBTJV00021dms022751BTJV0002 PS MK._167-CP.dgn Allift Washington Stat® MAIF *7 SR167 MP 24.59 TO MP 26.23 Plot 26 TIME 9:33:39 AM REGION NO. STATE FEMAID PROJ.NO. Gf W A Slil Department of Transportation DATE 8/2312010 A Z 0 Corridor Program 1-406 MK6 PLOTTED BY d10 1-5 TO SRI 69 DESIGNED BY M. WALTON JOB NUMBER 2 M1 STAGE I -WIDENING SHEET ENTERED BY S. WHITE DAVID KVAINS BILFINGER BERGEft CHECKED BY P. GRIDDLE CONTRACT NO. LOCATION NO. ONA AOSOCIATES.— Civil Inc. KING COUNTY APRIL 2010 OF PROD. ENGR. L. HODGSON AT 'DEk DATE TRI-STATE CONSTRUCTION, INC. PAVEMENT MARKING PLAN REGIONAL ADM. D. DYE REVISION DATE BY P.E. STAMP BOX P.E. STAMP BOX ye d e4 SHEETS SEC. 19, T. 23 N, RE 5 E., W.M. 1: - , - , - .-- - Lv -, L -L"L- - -- I- I - 1. 1 - �--_ L - - . ..... ... ... ' __ _ __ - -- - - L -- - - - L ' - -'- - - - -- I - 7- - - - - -- - , " - " , ' -,- - .11,1111 -- , - -, - --- -- -- - W U) SEE NOTE 4 Z uj 13 - :3 uj 109924-0&.00 - E167A 10991+6,0 00. BEGIN 46.2:1 HOV LANE TAPER (21.00' LT) . 3 114.00' 1-T) b END ®(21.00' .00' LT) 6 7 � -,--'-,-BEGIN-(,*-(?1.00' LT) 7 LANE TAPER (32.00' LT) . . ..... b E167A 10998+00.00 J- END 46.21 HOV LANE TAPER (8.00 LT) END 6 (8.00 LT) END 7 (8.00' LT) END 2 (44.00' LT) END 1 (20.00- LT) 6 END 60:1 LANE TAPER (20.00' LT) END 60:1 LANE TAPER (44.00' LT) MATCH EXISTING ti TRAFFIC ENGINEER AREA OPERATIONS Signed Date- Print MARK BANDY ENGINEERING MANAGER Signed �-- �-, L� 0-., Date 9-to-10 Print DENISE CIERI PS MK 167-CP.dgn TIME 9:33:43 AM LEND 110. Srd WA REGION NO. STATE 0 60 1,00 DATE 812312010 yQ SR 167 MP 26.23 y ;4 10 WASH PLOTTED BY d10 SCALE IN FEET E167 10998+00.00 DESIGNED BY M. WALTON 4 NOTES: -ENTERED BY S. WHITE NON STANDARD INSIDE SHOULDER WIDTH 1. SEE SHEET MKDI FOR TYPE 2 RPM PLACEMENT. STAGE 1 - WIDENING -0, 2. PLASTIC FOR PAVEMENT MARKINGS SHALL BE BILFINGER !:mX.= - ASSOCIATES -- Civil Inc. 13 LANE WIDTH ON SOUTHBOUND SR167 CONTRACT NO. LOCATION NO. PROD. ENGR. L. HODGSON__ 3. SEE STANDARD PLANS M-20.20-01 FOR PROFILED LINE DETAIL. I I PAVEMENT MARKING LEGEND REGIONAL ADM. D. DYE REVISION DATE BY- 1 PROFILED PLASTIC LANE LINE 6. AERIAL SURVEILLANCE MARKERS PER STANDARD PLAN M-24.60-02. O PROFILED PLASTIC WHITE EDGE LINE 7. SEE SHEET MKD1 FOR HOT LANE PAVEMENT MARKING DETAIL. PLASTIC HOV LANE SYMBOL (1000' SPACING) 8. SHOULDER WIDTHS ARE FROM FACE OF BARRIER. PROFILED PLASTIC WIDE LINE PROFILED PLASTIC DROP LANE LINE LEGEND: a6 PROFILED PLASTIC DOTTED WIDE LINE 7,�7T RETAINING WALL v", GUARDRAIL I BARRIER A, 0 NB406 -SB167 67 20+47.00 405'-SB167 16+00.00 f BEGIN C4)(0.00') END t(0.00') BEGIN -�(0. 0 0') BEGIN 16(16.00' RT) V MATCH EXISTING NB406 SB167 22+94.69 v, BEGIN 105.31 SHOULDER TAPER (23.48' RT) END 14:1 SHOULDER TAPER (23.48' RT) E167A 10993+06.50 0, -i4 11 ip END ) (41.87- LT) BEGIN n2 (41.87- LT) NB405 SB167 22+17.1 EDGE OF PAVEMENT EDGE OF -.BEGM--14:t SHOULDER PAVEMENT N 'TA PER .-(29.00'-kT-)- A EDGE OF "n 7 PAVEMENT - 2 E167A lq995+00.00 Y , H 1 U BEGIN LANE TAPER (38.00'LT) + 8' 8 o to 12' - 12' 74' - - - - - - - - - - - - - - - - - - - V. w In uj 13' -7, - - - - - - - - - - - - - - - - - IT -A - - - \ --------- 10995 - - - - - - - - - - 14M -ONE - - - - 12' 41 OQO -41-7 1: - , - , - .-- - Lv -, L -L"L- - -- I- I - 1. 1 - �--_ L - - . ..... ... ... ' __ _ __ - -- - - L -- - - - L ' - -'- - - - -- I - 7- - - - - -- - , " - " , ' -,- - .11,1111 -- , - -, - --- -- -- - W U) SEE NOTE 4 Z uj 13 - :3 uj 109924-0&.00 - E167A 10991+6,0 00. BEGIN 46.2:1 HOV LANE TAPER (21.00' LT) . 3 114.00' 1-T) b END ®(21.00' .00' LT) 6 7 � -,--'-,-BEGIN-(,*-(?1.00' LT) 7 LANE TAPER (32.00' LT) . . ..... b E167A 10998+00.00 J- END 46.21 HOV LANE TAPER (8.00 LT) END 6 (8.00 LT) END 7 (8.00' LT) END 2 (44.00' LT) END 1 (20.00- LT) 6 END 60:1 LANE TAPER (20.00' LT) END 60:1 LANE TAPER (44.00' LT) MATCH EXISTING ti TRAFFIC ENGINEER AREA OPERATIONS Signed Date- Print MARK BANDY ENGINEERING MANAGER Signed �-- �-, L� 0-., Date 9-to-10 Print DENISE CIERI FILE NAME C:lWorkXProjectWisekBTJV00021dms02275XBTJV0002 PS MK 167-CP.dgn TIME 9:33:43 AM LEND 110. Srd WA REGION NO. STATE FED.AID PROJ.NO. DATE 812312010 yQ SR 167 MP 26.23 y ;4 10 WASH PLOTTED BY d10 E167 10998+00.00 DESIGNED BY M. WALTON 4 NOTES: -ENTERED BY S. WHITE NON STANDARD INSIDE SHOULDER WIDTH 1. SEE SHEET MKDI FOR TYPE 2 RPM PLACEMENT. STAGE 1 - WIDENING CHECKED BY P. GRIDDLE 2. PLASTIC FOR PAVEMENT MARKINGS SHALL BE BILFINGER !:mX.= - ASSOCIATES -- Civil Inc. 13 LANE WIDTH ON SOUTHBOUND SR167 CONTRACT NO. LOCATION NO. PROD. ENGR. L. HODGSON__ 3. SEE STANDARD PLANS M-20.20-01 FOR PROFILED LINE DETAIL. I I PAVEMENT MARKING LEGEND REGIONAL ADM. D. DYE REVISION DATE BY- 1 PROFILED PLASTIC LANE LINE 6. AERIAL SURVEILLANCE MARKERS PER STANDARD PLAN M-24.60-02. O PROFILED PLASTIC WHITE EDGE LINE 7. SEE SHEET MKD1 FOR HOT LANE PAVEMENT MARKING DETAIL. PLASTIC HOV LANE SYMBOL (1000' SPACING) 8. SHOULDER WIDTHS ARE FROM FACE OF BARRIER. PROFILED PLASTIC WIDE LINE PROFILED PLASTIC DROP LANE LINE LEGEND: a6 PROFILED PLASTIC DOTTED WIDE LINE 7,�7T RETAINING WALL v", GUARDRAIL I BARRIER FILE NAME C:lWorkXProjectWisekBTJV00021dms02275XBTJV0002 PS MK 167-CP.dgn TIME 9:33:43 AM LEND 110. Srd WA REGION NO. STATE FED.AID PROJ.NO. DATE 812312010 yQ SR 167 MP 26.23 y ;4 10 WASH PLOTTED BY d10 E167 10998+00.00 DESIGNED BY M. WALTON JOB NUMBER NOTES: -ENTERED BY S. WHITE NON STANDARD INSIDE SHOULDER WIDTH 1. SEE SHEET MKDI FOR TYPE 2 RPM PLACEMENT. STAGE 1 - WIDENING CHECKED BY P. GRIDDLE 2. PLASTIC FOR PAVEMENT MARKINGS SHALL BE BILFINGER !:mX.= - ASSOCIATES -- Civil Inc. 13 LANE WIDTH ON SOUTHBOUND SR167 CONTRACT NO. LOCATION NO. PROD. ENGR. L. HODGSON__ 3. SEE STANDARD PLANS M-20.20-01 FOR PROFILED LINE DETAIL. I I PAVEMENT MARKING LEGEND REGIONAL ADM. D. DYE REVISION DATE BY- I I LEND 110. Srd WA d CONSTRUCTION`z t SR167 MP 24.59 TO MP 26.23 Plot 27 ,, yQ SR 167 MP 26.23 y ;4 1-405 MK7 t E167 10998+00.00 DEVIATIONS NOTES: 2 . NON STANDARD INSIDE SHOULDER WIDTH 1. SEE SHEET MKDI FOR TYPE 2 RPM PLACEMENT. STAGE 1 - WIDENING APPROVED 4-6-07 2. PLASTIC FOR PAVEMENT MARKINGS SHALL BE BILFINGER !:mX.= - ASSOCIATES -- Civil Inc. 13 LANE WIDTH ON SOUTHBOUND SR167 METHYL METHACRYLATE (MMA). 23 1® DATE APPROVED 4-9-08 3. SEE STANDARD PLANS M-20.20-01 FOR PROFILED LINE DETAIL. I I PAVEMENT MARKING LEGEND 4. SEE SHEET MKD2 FOR GORE AREA DETAILS. P.E. STAMP BOX 5. SEE DRAINAGE DETAILS FOR DRAINAGE MARKING SCHEDULE. 1 PROFILED PLASTIC LANE LINE 6. AERIAL SURVEILLANCE MARKERS PER STANDARD PLAN M-24.60-02. O PROFILED PLASTIC WHITE EDGE LINE 7. SEE SHEET MKD1 FOR HOT LANE PAVEMENT MARKING DETAIL. PLASTIC HOV LANE SYMBOL (1000' SPACING) 8. SHOULDER WIDTHS ARE FROM FACE OF BARRIER. PROFILED PLASTIC WIDE LINE PROFILED PLASTIC DROP LANE LINE LEGEND: a6 PROFILED PLASTIC DOTTED WIDE LINE 7,�7T RETAINING WALL PROFILED PLASTIC YELLOW EDGE LINE GUARDRAIL I BARRIER I I 110. Srd WA Washington State Department of Transportation SR167 MP 24.59 TO MP 26.23 Plot 27 yQ 0 Corridor Program R 1-405 MK7 1-6 TO SR169 SHEET 2 . MIEIERGEft -- --- STAGE 1 - WIDENING A- BILFINGER !:mX.= - ASSOCIATES -- Civil Inc. KING COUNTY APRIL 2010 OF 23 1® DATE DATE 0 TRI-STATE CONSTRUCTION, INC.i rml I I PAVEMENT MARKING PLAN I P.E. STAMP BOX P.E. STAMP BOX L-7!!7- WSDO T NOR THWES T REGION CHANNEL IZA TION PL AN TRAFFIC ENGINEER AREA OPERATIONS Signed ee Date I/ t4yll 1) Print -MARK BANDY ENGINEERING MANAGER Signed i L Date Print -DENISE CIERI EDGE LINE LANE LINE ❑ ❑ E_� TYPE 2W RPM SEE NOTE 4 SEE NOTE 4-�� 0 LANE LINE 1:1 E== F-I SEE NOTE 2 0' TO 12' ,rG P _ GENERAL U NE PURPOSE LANE ❑ ❑ TYPE 2Y RPM L I- SEE NOTE I -1 -I FACE OF MEDIAN BARRIER -------------------------------------------------------- E167 CENTERLINE HOT LANE PAVEMENT MARKING DETAIL SOUTH BOUND SR 167 E167 11067+36.00 TO 11103+66.00 FILE NAME C:kWorkIProjectWisekBTJV00021dms022761BTJV0002 AP DEMK 167-CP.dgn G.P. PROFILED PLASTIC WIDE LINE P LANE REGION NO. STATE FED.AID PROJ.NO. DATE 812312010 ell 10 WASH H E PROFILED PLASTIC-j SYMBOL WIDE LINE HOT SEE NOTE 5 LANE 1000, ❑ ❑ TYPE 2Y RPM L I- SEE NOTE I -1 -I FACE OF MEDIAN BARRIER -------------------------------------------------------- E167 CENTERLINE HOT LANE PAVEMENT MARKING DETAIL SOUTH BOUND SR 167 E167 11067+36.00 TO 11103+66.00 FILE NAME C:kWorkIProjectWisekBTJV00021dms022761BTJV0002 AP DEMK 167-CP.dgn TIME 9:23:22 AM REGION NO. STATE FED.AID PROJ.NO. DATE 812312010 10 WASH PLOTTED BY d10 DESIGNED BY M. WALTON JOB NUMBER ENTERED BY S. WHITE -CHECKED BY P. CRIDDLE CONTRACT NO. LOCATION NO. PROD. ENGR. L. HODGSON-- REGIONAL ADM. D. DYE REVISION DATE BY V WAs,, cy OAT P.E. STAMP BOX allum • Iff wirlm 11.33' TO 12.33' GENERAL PURPOSE LANE 1.33' BUFFER 11.33" TO 12.33' HOT LANE T=269163 LEGEND: PROFILED PLASTIC LINE PROFILED PLASTIC YELLOW LINE -SEE HOT LANE PAVEMENT MARKING DETAIL FOR LINE TYPE SR167 MP 24.59 TO MP 26.23 W85"" a S'� T _24��g 1ro O;pa" 1-405 C 1 or Program 15 T f% 004CO BILIFINGER BERGER ASSOCIATES,... civil Inc, ®® Ev NS A TRI-STATE CONSTRUCTION, 11 q- P.E. STAMP BOX DATE re de_9 STAGE I -WIDENING SHEET KING COUNTY APRIL 2010 f i' OF I PAVEMENT MARKING DETAIL SHEETS tt 20' 11 TYP 45® ti 450 WHITE PLASTIC I 1 WIDE LINE I CENTERLINE OF GORE AREA TYPICAL GORE END PLASTIC WIDE LINE STRIPE DETAIL END PLASTIC WIDE LINE BEGIN WHITE EDGE LINE STRIPE BEGIN WHITE EDGE LINE STRIPE END TYPE 2 (WIR) RPMS ON MAINLINE END TYPE 2 (WIR) RPMS ON MAINLINE SIDE AT NOSING AREA SIDE AT NOSING AREA MEDIAN AREA MEDIAN AREA BEGIN TYPE 2 (WIR) RPMS BEGIN TYPE 2 (WIR RPMS - - -- WHITE PLASTIC 20' (TYP), 20' IS- 10, 51 WHEN SPACING IS V WHEN SPACIN2 IS 11 6. 10, 15'z"' 20' _21yop)' WIDE LINES --WHITE PLASTIC WIDE LINES 4 SHY DISTANCET '—SHY DISTANCE I FT (TYP) so so I FT (TYP) NOSING 1 1 1 �_NOSING CONTINUE so SO- TYPE 2(Y1R) RPMS so so CONTINUE ON 80' SPACING S_� TYPE 2(Y1R) RPMS ON 80'SPACING OF LANE EDGE OF CONTINUE GORE MARKINGS CONTINUE GORE MARKINGS TO END OF GORE AREA EDGE OF SHOULDER EDGE OF SHOULDER TO END OFGOREAREA ON 50' SPACINGS ON 50' SPACINGS END WHITE PLASTIC WIDE LINE END TYPE 2 (WIR) RPMS END PLASTIC WIDE LINE BEGIN YELLOW EDGE STRIPE END TYPE 2 (WIR) RPMS ON OFF-RAMP AT NOSING AREA BEGIN YELLOW EDGE LINE ON OFF-RAMP AT NOSING AREA ON-RAMP GORE AREA CHEVRON LAYOUT OFF-RAMP GORE AREA CHEVRON-LAYOU I WSDOT NOR THWE-57 REGION CHANNEL IZA TION PL AN TRAFFIC ENGINEER - AREA OPERATIONS Signed Print -MARK BANDY ENGINEERING MANAGER Signed OL Date C}-/D—/O Print -DENISE CIERI T =269164 FILE NAME C:lWorkXProjectW!seXBTJV0002Xdms022751BTJV0002-AP-DEMK TIME 9:23:29 AM 167-CP.dgn C'M- ST. Washington State w7AF SR167 MP 24.59 TO MP 26.23 Plot 22 REGION NO. I STATE FED.AID PROJ.NO. 'O WAS/,� Z Department of Transportat !on 405,torridor Program 1-405 MKD2 DATE 812312010 PLOTTED BY d10 10 WASH L X 1-6 TO SR1 69 DESIGNED BY M. WALTON JOB NUMBER 97 STAGE 1 -WIDENING SHEET ENTERED BY S. WHITE CONTRACT NO. LOCATION NO. \1" NAL BILFINGRR BERGER EVAN ASSOCIATEL.. W-810 KING COUNTY APRIL 2010 /'1 OF CHECKED BY P. CRIDDLE PROD. ENGR. L. HODGSON ��DATE DATE civil Inc, TRI-STATE CONSTRUCTION, INC.1 wl PAVEMENT MARKING DETAIL 9 REGIONAL ADM. D. DYE REVISION DATE BY P.E. S' P.E. STAMP BOX 9d sNEETs