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JB2103278_Yelm_Plans (23728)PROJECT FOOTAGES NEW AERIAL: 314' NEW UNDERGROUND: 0 EXISTING AERIAL/OVERLASH: 0 EXISTING UNDERGROUND: 1,314' TOTAL FOOTAGE: 1,628' OWNER / APPLICANT COMCAST CONTACT: BRIAN HOBACK; NETWORK PROJECT MANAGER MOBILE: (253) 254-1366 EMAIL: BRIAN_HOBACK@COMCAST.COM MICHAELS LANDING PROJECT #: 2103278 16803 CANAL RD SE YELM, WA 98597 !� rioyyruuiw V Q Baseball Field Bathroom (D Longmire Community Park N WE 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 W U)r— o� elf00 Z UNIT CODES Q U � FOR INTERNAL USE M w to } 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 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 low whars below. FACILITIES REASONABLY ADVANCE OF THE START OF Call before you dig EXCAVATION FOR EACH PHASE OF THE WORK. z J Q r �0 N 2 M _O N J W } LL 0 H 0 � M rn� z O OD ❑ 0 N C F ME M D Yoo-0 U) U N yy�11 Q U U m N z o cq U NO_d w o m mm O a SHEET CS PROJECTID CMEX-52133-23728 N W E \ 16713 S 0 50' 100' SCALE: 1 "=100' z -d' \ / POLE #559538-147919 wner: PSE 2: 559538-147919 t Height Violation (Y/N) Make -Ready 26' 1" N N ary 26' 1" N N c Loop 24' 0" N N t 22. 3" Y Y ed Hpiaht- 16713 Pole Owner: PSE Pole #1: 559563-147899 Current Height Violation (Y/N) Make -Ready Secondary 25' 3" N N Pwr Sec Loop 24' 4" N N Comcast 21' 11"1 Y I Y Proposed Height Comcast-Over lash 20' 7" DEVELOPER TO PLACE (1)-2" CONDUIT IN OPEN TRENCH ON BEHALF OF COMCAST COMCAST TO PULL NEW (1)-0.625 COAX CABLE THROUGH NEW CONDUIT (TYPICAL) / PLACE NEW PEDESTAL IN PUBLIC UTILITY EASEMENT \ (TYPICAL) 5 6 / QJ� ^LL Co, / 7 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. 4TTENTION: 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 [en 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. 16722 ZZ TIE-IN AT EXISTING UTILITY POLE A POLE #559563-147699 1 t 2 QJ 12p, 3 4 /� ��o. 13 12 11 / o. 10 9 8 20000 OVERLASH NEW (1)-0.625 COAX CABLE / TO EXISTING CABLE/STRAND 106 P° PLACE (1)-2" CONDUIT RISER ON EXISTING UTILITY POLE PULL NEW (1)-0.625 COAX CABLE THROUGH NEW CONDUIT 106 14 15 �O d 16843 16816 16844 / 16848 4- �Qr e ROW ` GROVE RD SE - [Moa -\\ 16919 16815 -O W M On Q' 00 Z Q Q U M J O W 00 } cfl Z W U 0 0 0 a U z Z W U O N a m F,z m U y w O m O O z 0 m w 0 z Q J } Q IL O 00 M O CV 2 J W } IL O } H 0 rm rnLI) to of M z O 00 Q) ❑ Vi N C D YooE u) U N y J @ z c" E V N 0_ fl w ~ ro m 0 ri SHEET 1 PROJECTID CMEX-52133-23728 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 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 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 W U) ti o� 12�00 z>Q Q U � M J C) LV 00 } (n 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 NCCd w o -0 mm O a SHEET L PROJECTID CMEX-52133-23728 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