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HomeMy WebLinkAboutJB2457721_Yelm_Application (25585)TAHOMA TERRA COMMERCIAL - F - PH3 ROW PROJECT FOOTAGES NEW AERIAL: 0 NEW UNDERGROUND: 0 EXISTING AERIAL/OVERLASH: 0 EXISTING UNDERGROUND: 95' TOTAL FOOTAGE: 95' OWNER / APPLICANT COMCAST CONTACT: BRIAN HOBACK; NETWORK PROJECT MANAGER MOBILE: (253) 254-1366 EMAIL: BRIAN_HOBACK@COMCAST.COM PROJECT #: 2457721 14788 BERRY VALLEY RD SE YELM, WA 98597 Moss Machine & Tool Q n 'elm MooseLodge Q Q Pe k Credit Union s+o a � Starbucks Coffee Compa Order on the o App 8 Pick Up OenY Velrey qd sf ? F Puerto Vallarta Restaurant 0 v A Yelm Medical Plaza © s,o Beck Built Fab 0 a N o Wyndstone Apartments 0 98th Way Southeast O Be J - � PROJECT LOCATION m 991h Ave SE- 0 99th Ave SE A 99th Way southeast S W 991h Way Southeast £ 0 Jessica Hills Photography o Rainier View ti 0 Storage Yelm 1 o0th Ave SE m t OOts Yet. self 100th Ave SE Syorage Unas Lockwood Ln SE t Longmire St 4' yenyen Drive SWfpPdsf � Tahoma Terra by 0 ek Soundbuilt Homes — Tahoma Boulevard Southeast Tahoma Boote"atd So vhee N Fairway Oaks Apartments 0 W E 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, Z Q J W d U) o Q LU to �- Jrn NO >a to � N W W _j m} 00 LU 00 LL d O U SHEET CS PROJECTID CMHB-56096-25585 Mp» N W E S 0 10, 20' SCALE: 1 "=20' 14730 0 PROOF AND VERIFY EXISTING PATHWAY PULL NEW CABLE THROUGH EXISTING CONDUIT 0 • 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 ten business days before the scheduled data for commencement of excavation, unless otherwise agreed LOCATE ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. bythe excavatorand facility operators. Ifan 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. 'easenable steps to confer with facility operators to enable them to locate underground facilities reasonably in advance of the starlet excavation for each phase of the work. LLI U) 0 LLI� J 00 Q 0') � Q � J LLI LLJ C0 } 00 00 ti d- Z Q J CL Q LL O C r ti 2 r— (D L0 N � J LI ILL O U WOW Q \ rf7 O n O 0)o rn ZO O N C J E m 0 m E rn U�Y J COU L) j z CT) E W N l X N 0 O m U O a m m N o Q 2 O M U d 04 E Y N OU O M In Y z � i N 0 O U O C 0 O U_ fn c m` SHEET 1 PROJECTID CMHB-56096-25585 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 LLl d U } 0 Q w Lo �- Jrn FL NO i>s Lo N � LLI Lu J Co } Lu 00 ILL r` p d' } U �n 0 ro 00 0 rn 0 O N C J E m 0 U) U Y J-co U L) o m Z Lo N S] E W N Q x o co U O a m m m No Q N co co O U d E Y N � O M ell In o Z � i N 0 O co U C C 9 C U°- =m m SHEET L PROJECTID CMHB-56096-25585 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' î€ ï»¿200' î€ ï»¿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 INTERSECTING RO ADW AY 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