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HomeMy WebLinkAboutJB2431684_Yelm_Application (25271)PROJECT FOOTAGES NEW AERIAL: 76' NEW UNDERGROUND: 0 EXISTING AERIAL/OVERLASH: 239' EXISTING UNDERGROUND: 5' TOTAL FOOTAGE: 320' 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 904 YELM AVE E YELM, WA 98597 ` - F s/e�P a'c sF Diner 0� s/yam ces © Kravrns Coffee Cove �� both way SE uy Cafe 8 Calenng ©` -Formerly The. ob es H A z �, SF FOoit Stevens O vYsiyA Songs. ep4 Elementary School � 0 Yelm CITy Park b� and Splash Pad 6 p Pizzeria La Gitana - Yelm Yelm Cinemas 0 hBs/Ra S 6 0n Yelm Adult 0 'Community Center ®qr° Hair I Am 0 oiled © Prairie Hotel urch w © PROJECT LOCATION American 0 to Pairs gron Post 164 �P _ a Protlaswnai ` Part, People Baskin -Robbins m Sweet Sa g, with aR Rewards N� Jimmy JohnsJiffy Lu�0 © »s Toaslea O Mountain Lumber Pisa sandwahea &Hardware 1041h Ave SE c Jack in the B m�9Lun "'Meaox l 9& Bud Bam 0 © Quiznos Yelm Terra Way SE F, New umdee yob' Tme Sub Offer 105th way SE Three Nails Home �4y. 0 Taco Bell i Improvement &Repair f c ��� Live M5s C °c H Safeway ® -care Hw,tan F ° V N V 0 %A SF > *1 Q Tractor Supply Cn W E, 1071h Cl SE °' to aip u p 9 Legacy Home Restoration 0 Bakland St SE Gooale 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 w� aM �Q UNIT CODES } FOR INTERNAL USE o w rn� 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 0 0) O O 0 O cV d C F � N — J E ^ m O 0 J CO a6 Z CT) -LiE Is L 3 W CV Q X O O DO U O a 0 CO , m N o p U Q N M � O U d o Y N O O M @ l) Y Z �� , N O CO U ° 9 2i C U°- =m N 0] SHEET CS PROJECT ID CMME-55803-25271 N W E S 0 10' 20' 30' 40' SCALE: 1 "=40' 700 PROOF AND VERIFY EXISTING PATHWAY PULL NEW CABLE THROUGH EXISTING CONDUIT OVERLASH NEW CABLE TO EXISTING CABLE/STRAND ROW ROW RO Row js 559222-147653 ROW ROW 5' 239' 103RD AVE SE ROW 210 ROW ROW 902 701 PLACE NEW 1/4" STRAND LASH NEW CABLE TO NEW STRAND ROW--t— ROW 559212-147681 J q \_ EXIT ROW TO \ PRIVATE PROPERTY 906 1. ALL WORK AREAS TO BE RESTORED TO LIKE OR BETTER CONDITION. 2. UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE 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. IT IS THE CONSTRUCTION CONTRACTOR'S RESPONSIBILITY TO FIELD days and not more than ten business days before the scheduled date for commencement of excavation, unless otherwise agreed LOCATE ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. 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 EXPENSE OF THE CONTRACTOR. reasonable steps to confer with facility operators to enable them to locate underground facilities reasonably in advance of the start of excavation for each ohase ofthe work. LU LLJ tLo >00 Q rn LU C) LLJ � J M Z Q J D_ Q LL O 00 (00 2 N J LLJ LL O U a a ❑ 0 Mo 00 0 rn p N d y V C � E N -_ J co E `- E M U M Y J @ U U-� Z N a E W N d ~ �° o U O ti SHEET 1 PROJECTID CMME-55803-25271 LINETYPES AERIAL CABLE EXISTING CONDUIT NEW CONDUIT RIGHT-OF-WAY ROW EASEMENT ESMT PUBLIC UTILITY EASEMENT PUE PROPERTY LINE — CENTERLINE FACE OF CURB FOC EDGE OF PAVEMENT EOP EDGE OF CONCRETE EOC EDGE OF GRAVEL EOG EDGE OF SIDEWALK S/W EXCAVATION LIMITS ----------- SEWER s STORM —SD— WATER W GAS G POWER P TELEPHONE T FIBER OPTIC FO CATV CATV TRAFFIC SIGNAL TRS STREET LIGHT SLT FENCE LINE GUARD RAIL RAILROAD TRACKS BUILDING FOOTPRINT SYMBOLS JOINT USE POLE ® POLE TAG JOINT USE POLE W/ TRANSFORMER ® POLE TAG POWER POLE W/ TRANSFORMER ® POLE TAG POWER POLE X POLE TAG CABLE POLE 0 POLE TAG TELEPHONE POLE Q POLE TAG EXISTING CONDUIT RISER PROPOSED CONDUIT RISER 8* EXISTING PEDESTAL EXISTING VAULT/HANDHOLE Ell EXISTING MANHOLE vd) PROPOSED PEDESTAL _I PROPOSED VAULT/HANDHOLE PROPOSED MANHOLE INLET 0 VALVE N METER FM HYDRANT Z7 POWER TRANSFORMER STREET LIGHT POLE TRAFFIC SIGNAL POLE SIGNAL CONTROLLER CROSS WALK SIGNAL O RAILROAD SIGNAL �o TREE CULVERT EXISTING SPLICE CASE PROPOSED SPLICE CASE Z Q J d Q W W Ln Q� �� 00 �< _ J M W N O W W � >- Lu IL O i F- U �n 0 ro 0C 0 ZO C N rn v C J E ° 0 U) U Y J-co U L) o m Z N S] E _ Lo 3 W N Q X N O O co U O a m m m No Q N co co O U a O 0 N U O M ell In o Z � i N 0 O co O O C 9 C U°- =m m SHEET L PROJECT ID CMME-55803-25271 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�