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HomeMy WebLinkAboutJB2431684_Yelm_Application (25272)PROJECT FOOTAGES NEW AERIAL: 0 NEW UNDERGROUND: 0 EXISTING AERIAL/OVERLASH: 0 EXISTING UNDERGROUND: 0 TOTAL FOOTAGE: 0 OWNER / APPLICANT COMCAST CONTACT: BRIAN HOBACK; NETWORK PROJECT MANAGER MOBILE: (253) 254-1366 EMAIL: BRIAN_HOBACK@COMCAST.COM CARDIAC STUDY YELM - YELM AVE E PROJECT #: 2431684 10615 BALD HILL RD SE YELM, WA 98597 - s7e�° D`xC `rF Diner 0 J,y� ces © Kravrns Coffee Cove both way SE uy Cafe 8 Catenng ©` -Forme; ly The. ob es H A �, SF Fort Stevens O c vYsiyA so�4` ep4 Elementary School � ©Velm Clty Park b� and Splash Pad 6 p Pizzeria La Gitana - Yelm Yelm Cinemas O hBs�Ra S 6 0n Yelm Adult Q Community Center ®qrP Hair I Am Q niled © Prairie Hotel urch 9 a © NE 103rd Ave -/. American Q O'Reilly Auto Parts R p� Legion Post 164 ` ooP O 0 Profesvonal Y 4# Parts Pe Pla N a Baskin -Robbins m Sweet Sa g, wrtn aR Rewertls N� Jimmy JohriS Jiffy Lu�O © »s roand, O Mountain Lumber P1s To' tlwwnea BHardware 1041h Ave SE m4.Jack in the Box S9 Lun "a Meal Bud Bam Q © Quiznos Yelm Terra Way SE F, New Limaee yob' Tme Sub OHer 105th way SE Three Nails Home Q VA. - Taco Bell PROJECT LOCATION Improvement 8 Repair �L,, Mbs H Safeway ® Cara Nousr f & Vy� N �A SF ' '�' Q Traclo: S�.,poly Ce W E 1071h Ct SE °,1. u p �9 Legacy Home Restoration Q Bakland St SE Goocile Maas DESIGN BY K&B TECHNICAL SOLUTIONS P.O. BOX 2529 CLACKAMAS, OR 97015 CONTACT:COLE GUBRUD MOBILE: (971) 242-9000 EMAIL: PERMITS@KBMAIL.NET UNIT CODES FOR INTERNAL USE SHEETINDEX SHT DESCRIPTION CS COVER SHEET/VICINITY MAP 1 RIGHT-OF-WAY PLAN L LEGEND & TYPICALS ATTENTION: WASHINGTON LAW REQUIRES AN EXCAVATOR TO PROVIDE , THE NOTICE TO A ONE -NUMBER LOCATOR SERVICE NOT LESS THAN TWO BUSINESS DAYS AND NOT MORE THAN , TEN BUSINESS DAYS BEFORE THE SCHEDULED DATE FOR COMMENCEMENT OF EXCAVATION, UNLESS OTHERWISE AGREED BY THE EXCAVATOR AND FACILITY OPERATORS. IF AN EXCAVATOR INTENDS TO WORK AT MULTIPLE SITES OR AT A LARGE PROJECT, THE EXCAVATOR MUST TAKE REASONABLE STEPS TO CONFER WITH FACILITY OPERATORS TO ENABLE THEM TO LOCATE UNDERGROUND Know FACILITIES REASONABLY IN ADVANCE OF THE START OF EXCAVATION FOR EACH PHASE OF THE WORK. what's below. Call before you dig, w a 0 C W C d) ZO N d C F E ° O m E (1% U � Y J � -6 V L)U j Z CT) -LiE IsLO 3 W N Q X N O O DO U O a 0 CO r m No p L)Q N M � O U d o Y N O O M @ In Y Z �� , N O CO U ° 9 2i C U°- =m N m SHEET CS PROJECT ID CMME-55803-25272 �= a +` 1i Fr ir if N tee -j1► S f } � � ••� • ♦ _ �.' NOT TO SCALE w Q rb r. J_� �� __ • o� M� m N J LU • Lo (0CD oe i • �I -, • A J t SPLICE FIBERS EXISTING CASE �s a • o r of ... Ir z w Z (_> O m a — ♦ Y w 7 m ° O Z U y � � O r u) i � 1 IL . rn o 0 z GN d 0 Y J O., �� rr z •:. = N J7 ° 01 `r ` A✓1 rco co . 1 U ` Q-Do- 6-4 U 1j ♦a ��/��'�J\ fl E - 3 . • r • t �. . l 0�°cl U° U °� co z 0 O fn A 1 1. ALL WORK AREAS TO BE RESTORED TO LIKE OR BETTER CONDITION. c 2. UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SHEET RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. ATTENTION : Washington law requires an excavator to provide the notice to a one -number locator service not less than two business 3. days and not more than ten business days before the scheduled data for commencement of excavation, unless otherwise agreed IT IS THE CONSTRUCTION CONTRACTOR'S RESPONSIBILITY TO FIELD LOCATE ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. 7 by the excavator and facility operators. if an excavator intends to COMPLETE REPAIR OF ANY AND ALL DAMAGES INCURRED SHALL BE AT THE work at multiple sites or at a large project, the excavator must take reasonable steps to confer with facility operators to enable them to EXPENSE OF THE CONTRACTOR. PROJECT ID locate underground facilities reasonably in advance of the starlet CMME-55803-25272 excavation for each phase of the work. Z Q J d W Q G7 LINETYPES SYMBOLS 0 0 AERIAL CABLE UTILITY POLE ® J O " H 2Q cfl2 EXISTING CONDUIT ENCLOSURE ❑ 0 CM (D EXISTING SPLICE CASE �� m — N PROPOSED SPLICE CASE Lo Lu } W ro i O IL O U Z Q 0 2 O Z 2 w O O O U 2 U � Z O a W � m d Y m Z U Lu W O F, C) w O z O O W 6 O O f� O W O U) off O ZO O N d C F ( N = J E _ m f0 E O fn U Y J co U L) j Z N 1] _ Lo 3 W N Q X N O O co U O a m m m o N Q NM O U d Y N O ° M V In Y C4 z � O O O O co C 2 C U°- =m ° m SHEET L PROJECTID CMME-55803-25272 MINIMUM LANE CLOSURE TAPER LENGTH = L (feet) LANE Posted Speed (mph) WIDTH (feet) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 11 115 165 225 295 495 550 605 660 - - 12 125 180 245 320 540 600 660 720 780 840 MINIMUM SHOULDER TAPER LENGTH = 1-/3 (feet) SHOULDER Posted Speed (mph) WIDTH (feet) 25 30 35 40 45 50 55 60 65 70 8' 40 40 60 90 120 130 150 160 170 190 10, 40 60 90 90 150 170 190 200 220 240 USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN 8'. SIGN SPACING = X (1) FREEWAYS & EXPRESSWAYS 55170 MPH 1500'± RURAL HIGHWAYS 60 /65 MPH 800'± RURAL ROADS 45/55 MPH 5001± RURAL ROADS & URBAN ARTERIALS 35140 MPH 3501± RURAL ROADS & URBAN ARTERIALS 25 / 30 MPH RESIDENTIAL & BUSINESS DISTRICTS 200'± (2) URBAN STREETS 25 MPH OR LESS 100'± (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. CHANNELIZATION DEVICE SPACING (feet) MPH TAPER TANGENT so 70 40 So 35/45 30 60 25/30 20 40 BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (feet) 155 200 250 305 360 425 495 1 570 1 645 1 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT I > 22,000 lbs. < 45 MPH 45-55. MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH 100' 12Y 17Z 74' 100' 150' PCMS 1 2 RIGHT 1 MILE LANE AHEAD CLOSURE 2.0 SEC 2.0 SEC FIELD LOCATE 1 MILE ± IN ADVANCE OF LANE CLOSURE SIGNING. NOTES 1. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. 2. EXTEND DEVICE TAPER AT L/3 ACROSS SHOULDER. 3. DEVICES SHALL NOT ENCROACH INTO THE ADJACENT LANE. 4. USE TRANSVERSE DEVICES IN CLOSED LANE EVERY 1000'(FT) (RECOMMENDED). 5. DEVICE SPACING FOR THE DOWNSTREAM TAPER SHALL BE 20' (FT). 6. ALL SIGNS ARE BLACK ON ORANGE. TIME 8:18:31 AM o sT"Ts FED.AID PROJ.NO. ux xss n DATE 11312018 Y�/� PLOTTED BY Ilddelf WAS �I/ TC3 DESIGNED BY aos x°xesn ENTERED BY Washington State sxse+ CHECKED BY °oxTnA°T Department of Transportation PROD. ENGR. °" TRAFFIC CONTROL PLAN REGIONAL ADM. REVISION DATE By xx�T�