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JB2038143_Yelm_Plans (22963)PROJECT FOOTAGES NEW AERIAL: 0 NEW UNDERGROUND: 0 EXISTING AERIAL/OVERLASH: 1,445' EXISTING UNDERGROUND: 203' TOTAL FOOTAGE: 1,648' OWNER / APPLICANT COMCAST CONTACT: BRIAN HOBACK; NETWORK PROJECT MANAGER MOBILE: (253) 254-1366 EMAIL: BRIAN_HOBACK@COMCAST.COM PRAIRIE HOTEL - PRAIRIE PARK LN SE PROJECT #: 2038143 700 PRAIRIE PARK LN SE YELM, WA 98597 P Komros Farrier Yelm Cinemas Q psi gas F Graham Auto Repair prairie Pa+K Sk�� e, Pahl PPS.. Yelm Aduh C Pq �y Community Center d Pf rn y P a.i Pi9 O . old Yelm-Mc Kenna Rd SE m U 6 IIE IE�+d aae IiE IB9itl �re�e n Mr Do,ys Res:a,rant © u> First Baptist m yP� Church of Yelm 0 it C}P P� s o !' C Yelm Creek Apartments Harbor Freight Living Water Yelm © AN—obe Tools N Foursquare Church _ & Access . Shield & Armor Q NEq 1041 Window Tinting.. h Ln SE I /g/ry u spa Les Schwab Tire Center a sF Mountain Lumber O scheduH'rA'r,� APl"�rm _oM�e i King Cronic O The Church of Premium Cannabis Jesus Christ of Latter.. r `" c` Farm to FancySh.,; l Recharge O O i� C ar in Station 0 N Di¢co+er The a shell Network = Bud Barn Q ©Dairy, Queen Grill 8 Chill �P E ay SE Q nu;bcs s:ore:J N S DESIGN BY K&B TECHNICAL SOLUTIONS P.O. BOX 2529 CLACKAMAS, OR 97015 CONTACT: BRAD ROLLINS MOBILE: (281) 923-8353 EMAIL: PERM ITS@KBMAIL.NET SHEETINDEX UNIT CODES FOR INTERNAL USE SHT DESCRIPTION CS COVER SHEET/VICINITY MAP 1-2 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 7q 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 K lew whars below. FACILITIES REASONABLY IN ADVANCE OF THE START OF Call before ]emu �� EXCAVATION FOR EACH PHASE OF THE WORK. r., W } U z _j C)f00 o O M IL Q 2 w3: M� �: Orr Q J 2 LLI J W O >_ O LL I� Q U 0 co d to OfM z O OD ❑ D Yoo� y- J � eb ¢ L) m U c .- N — U NOa w o m mm O a of m c E m a U (D O U U ` ac"g N O U ui N z � , N O o O U) D � =m to m SHEET CS PROJECTID CMME-51322-22963 N LU LU co U H Q 73 Pole Owner: PSE Pole #5: 559222-147738 Current Height Violation (Y/N) Make -Ready Neutral 25' 0" Y Y Comcast 21' 2" Y Y Proposed Height Comcast-Overlash 21' 2" *PSE TO REPAIR CUT MGN/VGR \ 7 \ 906 YELM AVE E 501 NE 103RD AVE Height Violation (Y/N) Make -Ready 25' 5" Y Y 22' 7" N N Y Y Height .8' 11" 'yI 0 N ^Q LL L.LJ z i 502 NE 103RD,8 1 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. rENTION: Washington law requires an excavator to provide the :ice to a one -number locator service not less than two business 3. IT IS THE CONSTRUCTION CONTRACTOR'S RESPONSIBILITY TO FIELD iys and not more than ten business days before the scheduled ite for commencement ofexcavation, unless otherwise agreed LOCATE ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. the excavator and facility operators. if an excavator intends to COMPLETE REPAIR OF ANY AND ALL DAMAGES INCURRED SHALL BE AT THE W rk at multiple sites or at a large project, the excavator must take EXPENSE OF THE CONTRACTOR. sonable steps to confer with facility operators to enable them to ate underground facilities reasonably in advance of the start of z excavation for each hase of the work. J Y LID WHEN WORKING OVER OR NEAR SIDEWALKS: PROVIDE SPOTTERS TO HOLD PEDESTRIAN TRAFFIC 00 UNTIL CONSTRUCTION CAN BE PAUSED, OR IT IS SAFE TO PASS THROUGH THE WORK ZONE. QD_ Q W_ N � LJLI D_ % W E o ti PSE559221-147786 Jr.: Height Violation (Y/N) Make -Ready 25' 0" N N 20' 5" Y Y Height rlash 20' 5" 191, NE 103RD AVE S / 0 30, 60' 90' 16530 SE 103RD AVE SCALE: 1 "=90' Pole Owner: PSE Pole #1: 559222-147801 Current Height Violation (Y/N) Make -Ready Neutral 24' 2" N Y Secondary 22' 4" N N Comcast 19' 2" Y Y Proposed Height Comcast-Overlash 18' 2" *PSE TO REPAIR CUT MGN/VGR PSE 559222-147764 Height Violation (Y/N) Make -Ready 26' 2" N N Jr: Loops 24' 7" N N 21' 5" Y Y Height verlash 18' 5" EPAIR CUT MGN/VGR 2LASH 48CT FIBER OPTIC CABLE XISTING STRAND/CABLE CAL) AT EXISTING E LOCATION 602 301 SE 103RD AVE CREEK ST NE LU U) NN0 Y � UJ LU U i z Q J 0_ >i LL O CO ' � U M O 0� CIA J W LL O H 101 0 n Cl) rnLI) CO z O 00 t Co Nm C r mrn- J O Yoo� N U N Y J (6 = NLO O U N d w � o m In m O d `m Co V / ° (O U / N M @ U o 04 E Y N V N N z a O cc Y 0 cl U°@ =m 2 SHEET 1 PROJECTID CMME-51322-22963 1-1 7C A) \ PRAIRIE P/ 508 701 \ 700 AVE E PRAIRIE PAF ' 7C LN SE PRAIRIE PARK LN SE EXIT RIGHT-OF-WAY TO PROPERTY —200' NE 103RD AVE \ \ Cr� 10336 "�••�� SE WEST RD V� �O 1 \ \ RK LN SE EXISTING COMCAST VAULT 3 3}\ N W E S 0 30' 60, 90' SCALE: 1 Ur,:,,::::.PSE47696 Height Violation (Y/N) Make -Ready 23' 10" Y Y PROOF AND VERIFY EXISTING PATHWAY PULL 48CT FIBER OPTIC CABLE THROUGH EXISTING CONDUIT 559222-147653 Height Violation (Y/N) Make -Ready Jr.: 26' 5" N N 21' 10" Y Y Height vrlash 21' 10" 706 YELM AVE E 806 YELM AVE E 232' 210 103RD AVE SE 902 YELM AVE E Pole owner: PSE Pole #8: 559212-147681 Current Height Violation (Y/N) Make -Ready Secondary 27' 9" N N Secondary Loops 26' 4" N N Comcast 24' 2" Y Y \ \ 192' OVERLASH 48CT FIBER OPTIC CABLE TO EXISTING STRAND/CABLE (TYPICAL) 906 YELM AVE E Z J } Q LL 0 M � O MO N J W } ILL O 1 U (D 0 0 a U Z U Z O to N W m Y w ° z _U' ix LU m z o = w ULo m w; U a Q L0 � M rnLI) of M z OD O — ❑ v� N C C) Y e0 E U) U N eb y J @ ¢ U N U c .- 2 N — U ND=a w ~ ` 000 m O ri WHEN WORKING OVER OR NEAR SIDEWALKS: PROVIDE SPOTTERS TO HOLD PEDESTRIAN TRAFFIC UNTIL CONSTRUCTION CAN BE PAUSED, OR IT IS SAFE TO PASS THROUGH THE WORK ZONE. • 1. ALL WORK AREAS TO BE RESTORED TO LIKE OR BETTER CONDITION. 1 \ 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 th notice toaone-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 phase of the work. SHEET 2 PROJECTID CMME-51322-22963 LINETYPES AERIAL CABLE EXISTING CONDUIT NEW CONDUIT ------------------- RIGHT-OF-WAY ROW EASEMENT ESMT PUBLIC UTILITY EASEMENT PUE PROPERTY LINE CENTERLINE C/L 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 CAN TRAFFIC SIGNAL TRS STREET LIGHT SLT FENCE LINE GUARD RAIL El RAILROAD TRACKS BUILDING FOOTPRINT SYMBOLS JOINT USE POLE S 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 S PROPOSED CONDUIT RISER S* EXISTING PEDESTAL EXISTING VAULT/HANDHOLE EXISTING MANHOLE MH PROPOSED PEDESTAL PROPOSED VAULT/HANDHOLE V❑ PROPOSED MANHOLE MH INLET VALVE X METER a] HYDRANT i7 POWER TRANSFORMER ❑0 STREET LIGHT POLE TRAFFIC SIGNAL POLE ❑o SIGNAL CONTROLLER CROSS WALK SIGNAL O RAILROAD SIGNAL �o TREE 0 CULVERT EXISTING SPLICE CASE PROPOSED SPLICE CASE LLI U) z J Y Lo �00 Q O IL >Q Lu Q J LLI O O L Z W U 0 0 0 U_ z z w U O N a m z m U y w O m O z 0 w m L0 0 � m rnLI) U) Of M z O 00Q) ❑ 0 N C @rn— D Fu co oo-0 U N y J @ eb Q U m U c .- z N — U ND_d w o m mm O a SHEET L PROJECTID CMME-51322-22963 FILE NAME TIME DATE DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM.REVISION DATE BY SHEET OF SHEETS Washington State Department of Transportation P.E. STAMP BOX P.E. STAMP BOX DATE DATE LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASH PLOTTED BY PLAN REF NO FletcCo 9/18/2014 1:16:53 PM S:\Design R P& S\4-Standards\2-Plan Sheet Library\01-Published PSL\(TC) Work Zone Traffic Control\W(TC-1) One Lane, Two Way Traffic Control with Flaggers\TC-1.dgn Plot 1 TC1 TRAFFIC CONTROL PLAN LEGEND W20-1 48" 48" AHEAD WORK ROAD 48" 48" TO STOP PREPARED BE W20-7B 48" 48" W20-4 AHEAD ROAD ONE LANE 48" 48" W20-7A W20-1 48" 48" AHEAD WORK ROAD 48" 48" W20-4 AHEAD ROAD ONE LANE 48" 48" TO STOP PREPARED BE W20-7B 48" 48" W20-7A ROADWAY CONDITIONS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT INTERSECTIONS AND DRIVEWAYS. (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE URBAN STREETS 35 / 40 MPH 25 / 30 MPH 45 / 55 MPH 60 / 65 MPH 48" 48" W20-7A W20-1 48" 48" AHEAD WORK ROAD 48" 48" W20-4 AHEAD ROAD ONE LANE 48" 48" TO STOP PREPARED BE W20-7B LONGITUDINAL BUFFER SPACE = B 30 35 40 45 50 55 60 65 70 250 305 360 425 495 570 BUFFER DATA 200 THE WORK AREA. MAY BE A WORK VEHICLE STRATEGICALLY LOCATED TO SHIELD BUFFER VEHICLE ROLL AHEAD DISTANCE = R - 50/65 TAPER TANGENT 10 TO 20 NOTES: 1. 100 FEET MAX. TO 30 FEET MIN. SPEED (MPH)25 155 645 TRANSPORTABLE ATTENUATOR MANUFACTURERS RECOMMENDATION. WEIGHT SHALL BE IN ACCORDANCE WITH THE MINIMUM HOST VEHICLE WEIGHT 15,000 LBS. THE MAXIMUM LENGTH (FEET) PROTECTIVE VEHICLE REQUIRED DISTANCE NO SPECIFIED MPH SPACING (FEET) CHANNELIZATION DEVICE 35/45 25/30 10 TO 20 10 TO 20 40 60 80 SIGN SPACING = X (1) RURAL HIGHWAYS RURAL ROADS RURAL ROADS & URBAN ARTERIALS RESIDENTIAL & BUSINESS DISTRICTS RURAL ROADS, URBAN ARTERIALS, 25 MPH OR LESS »¿100’ »¿200’ »¿350’ »¿500 »¿800 2. 3. 4.SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. ADDITIONAL DETAILS. FLAGGING STATIONS. SEE THE STANDARD SPECIFICATIONS FOR NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT SHOULDER IS RECOMMENDED. EXTENDING THE CHANNELIZING DEVICE TAPER ACROSS ALL SIGNS ARE BLACK ON ORANGE. WITH FLAGGERS ONE-LANE, TWO-WAY TRAFFIC CONTROL NOT TO SCALE IN T E R S E C T I N G R O A D W A Y 40 MPH OR LESS) W20-7B (OPTIONAL IF 40 MPH OR LESS) W20-7B (OPTIONAL IF 40 MPH OR LESS) W20-7B (OPTIONAL IF PROTECTIVE VEHICLE CHANNELIZING DEVICES TEMPORARY SIGN LOCATION FLAGGING STATION 300’ 50’ TOX AREA WORK XMIN. 6 DEVICE 50’ TO 100’ BRMIN. 6 DEVICE 50’ TO 100’ XXXX X X X X X X