Loading...
ENG20190246 ROW Permit (2).pdf:y OF L�fOti CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS, WA 98020 PHONE: (425) 771-0220 - FAX: (425) 771-0221 *PERMIT MUST BE POSTED ON JOBSITE* STATUS: ISSUED ENG20190246 RIGHT OF WAN" PERMIT (6-EUC) Permit Number: ENG20190246 Expiration Date: 12/10/2019 Job Address: 719 CASPERS ST, EDMONDS Location: 719 Caspers St PSE/Infras ource P SE/In frasource C/O Megan att: Carabba C/O Megan att: Carabba 1660 Park Lane 1660 Park Lane Burlington, WA 98233 Burlington, WA 98233 (425)457-6353 LICENSE #: infras1871e2 EXP: 02/22/2021 Off of Caspers St install an all SCAT 1-1/8" PE service (10' Stub/100' E&) and set an A250 O/Rat 719 Caspers St. 1(3x5) hard surface cut anticipated. DISRU"HON INFORMATION ASSESSED VALUE: $0.00 PROPERTY AREA: 0 SIDEWALK: (OXO) DURATION IN MONTHS: 0 FEE: $0.00 STREET DISRUPTION TRENCH CUT: ( 0 X 0 ) PARKING: ( OXO) DURATION IN MONTHS: 0 FEE: $0.00 YEAR OF OVERLAY: 0 FEE: $0.00 ALLEY: ( OXO) DURATION IN MONTHS: 0 FEE: $0.00 INDEMNITY The Applicant has signed an application which states he/she holds the City of Edmonds harmless from injuries, damages or claims ofany kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds or any ofits departments or employees, including but not limited to the defense ofany legal proceedings including defense costs and attorney fees by reason ofgranting this permit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OFONEYEAR FOLLOWING THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK. • Traffic Control and public safety shall be in accordance with City regulations as required by the City Engineer. Every flagger must be trained as required by (WAC) 296-155-305 and must have certification verifying completion of the required training in their possesion. • Restoration is to be in accordance With City codes. All street -cut trench work shall be patched with asphalt or City approved material prior to the end of the workday- NO EXCEPTIONS. • Three sets of construction drawings of proposed work are required with the pernfit application. CALL DIAL -A-DIG (1-800-424-5555) BEFORE ANY EXCAVATION CALL FOR INSPECTION (425) 771-0220 EXT.1326 24 HOUR NOTICE RFD UIRED FOR ALL INSPECTION REOUESTS THIS APPLICATION IS NOTA PERMITUNTIL SIGNED BY THE CITY ENGINEER OR HIS/HER DEPUTY: AND FEES ARE PAID, AND RECEIPTIS ACKNOWLEDGED IN SPACE PROVIDED. BY Printed: Monday, June 10, 201 DATE FILE COPY INSPECTOR COPY 0 APPLICANT COPY STATUS: ISSUED ENG2O190246 • Restore ROW to City standards • Restore Landscape to like or better conditions. • Call for locates of underground utilities prior to any excavation. • Alert affected residents and/or businesses prior to work start. • Conform to approved working drawings and Traffic Control plan. • Verify clear bore crossings • Utility patch restoration to be in accordance with Edmonds Standard detail E2.3 • Maintain erosion & sedimentation control. Keep street clean. • Call for required inspections as noted. • Traffic Control per approved plan and MUTCD. Refer to City of Edmonds traffic control requirements. • Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per City standards that is caused by or occurs during the penntted project. • Sound/Noise originating fromtemporary construction sites as a result of construction activity are exempt fromthe noise limits of ECC Chapter 5.30 only during the hours of 7:OOam to 6:OOpm on weekdays and 10:00am and 6:OOpm on Saturdays, excluding Sundays and Federal Holidays. At all other times the noise originating from construction sites/activities must comply with the noise limits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120. • Applicant, on behalf of his or her spouse, heirs, assigns, and successors in interests, agrees to indemnify defend and hold harmless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of whatever nature, arising directly or indirectly fromthe issuance of this permit. Issuance of this permit shall not be deemed to modify, waive or reduce any requirements of any City ordinance not limit in any way the City's ability to enforce any ordinance provision. • E Traffic Control • E Final Restoration • E Engineering Final PARTIAL INSPECTION DATE: INITIAL: NOTES: PARTIAL INSPECTION DATE: INITIAL: NOTES: FINAL INSPECTION APPROVED DATE: INITIAL: ti__0 01= EAgO,t�� ROW PERMIT NO.: ENG 2­0 lCJ O2-'-f(7 ISSUE DATE: v 6t IUGHT-OF-WAY CONSTRUCTION HFC IVED PEIZ MIT APPLICATION MAY 312019 PROJECT NAME: 106354535 CONTRACTOR: PSE/Infrasource Mailing Address: 1660 Park Lane, Burlington, WA 98233 State License #: INFRASL871 C2 City Business License #: NR-019840 ENGINEERING DIVISION CONTACT: Megan Carabba Phone #: 360-333-9461 Fax #: Email #: megan.carabba@pse.com 0 Liability Insurance ❑ Bonded ADDRESS OR INTERSECTION OF CONSTRUCTION: 719 Caspers St ROW WORK ASSOCIATED WITH THE FOLLOWING TYPE OF PROJECT: ❑ Commercial ❑ Subdivision ❑ City Project ❑ Traffic Control (Only) ❑ Multi -Family X❑ Single Family ❑ Other ❑ EUC (PUD, VERIZON, PSE, COMCAST, OVWSD): Is this permit part of a blanket permit? ❑ Yes FAI No ANY ASSOCIATED PERMITS? l BLD# ENG# _ DESCRIPTION OF PROPOSED WORK (Be Specific) : Off of Caspers St install an all SCAT 1-1/8" PE service (10' Stub/100' Ext) and set an A250 O/R at 719 Caspers St. 1 (3x5) hard surface cut anticipated. Job #106354535 -WAS STREET OVERLAYED WITHIN THE LAST FIVE (5) YEARS? YES ❑ NO ❑ Year. 1064 PAVEMENT CUT: N Yes ❑ No If yes, indicate size of cut: 3 CONCRETE CUT: ❑ Yes ❑ No If yes, indicate size of cut: — x5 x RIGHT-OF-WAY CLOSURE AREA TOTAL DURATION (NUMBER OF MONTHS) Sidewalk 48 Hrs + LF Alley 72 Hrs + LF Parking 72 Hrs + LF X LF LF SF X SF X LF SF APPLICANT TO READ AND SIGN *Traffic control and public safety shall be in accordance with City regulations as required by the City Engineer. Every flagger must be trained as required by (WAC) 296-155-305 and must have certification verifying completion of the required training in their possession. *Restoration is to be in accordance with City codes and Standards. All street -cut trench work shall be patched with asphalt or City approved material prior to the end of the workday — NO EXCEPTIONS. Indemnity. The Applicant has signed an application which states he/she hold the City of Edmonds harmless from injuries, damages or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds or any of its departments or employees, including defense costs and attorney fees by reason of granting this permit. I have read the above statements and understand the permit requirements and acknowledge that I must follow all requirements in order for the permit to be valid. SIGNATURE DATE 5/3 1 /2019 ntractor or Agent NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE Job #: Date: Jurisdiction: ROW Permit: Est. Start Date: Est. Duration: 106354535 5/2/19 Edmonds 7/22/19 9 Day (8 Hours) Puget Sound Energy Gas Pre -Inspect Form Address: City / Zip: Customer: PM / Inspector: 719 CASPERS ST EDMONDS, 98020 KEVIN REED (425) 830-8041 Brian Buschbom (425) 659-0673 Job Description / Scope of Work Off of Caspers St - Install an all scat 1-1/8" PE service (10' Stub / 100' Ext) and then set an A250 New Construction: O/R. No Construction Method All Scat / Trenchless PLAT Map: 162066 P/L A A' , r-n ' MC�s I V t�.R tFy C 1-f dw- Zoe*- C ft551NG S . ' 1tivSz MAti IAW A trilNtMuh of S' �!,W teuThL �Ar- I' \W-11C AL S6PARkKJON P/L V-Itw c.1,1%4 S-TORM 719 MATINS. A250 MSA P/L Fence ---------- .. n ti P/L SIDEWALK Sewer — — — — — — — — — — — — — — 4" STW IP IS' N 52931963 Z a C/L L Caspers St 3 -- ——— — — — —..— ————————— ----_... _ Water Main SIDEWALK P/L Work Location Size of Cut Surface Type 15' North of CL Caspers St & 345' East of CL 17thAveN 3'x5' asphalt/Concret( of CL & of CL of CL & of CL Service Information Street Information Job Type Diameter: 1-1/8" PE Flaggers #: Arterial: New Residential Svc EFV: 1-1/8" - 2600 - 9999144 Police #: TCP: Tie -In Fitting Meter: A250 Speed Limit: No Parks #: Steel - 1" Sery x 1/8" PE Outlet (MOP) 125 (3/4" Cutter) Meter Loc: 08 - OR Trolley Lines: Mtr Hoods #: Del Press: 6" W.C. Traffic Signal: Bus Stop: Bollards: 2.5" # 4" # ADA Ramps #:I I Route #'s: oCIHOM \\HVO avoa. TEMPORARY TRAFFIC CONTROL PLAN CASPERS ST I- m ---------------- -- wIt= , UJ �Noe A ��7\ m ------------U-------- = m / A 1 ~ f 'ROAD , WORK N AHEAD 719 Caspers St Edmonds WA 98020 USA Z--99W Ae PUGET PRINT ON SOUND 11X17" SHEETS ONLY ENERGY Job#106354535 719 Caspers St & 7th Ave N, Edmonds, WA May 29, 2019 Sheet 1 of 2 Yuriy.Bashtovoy@pse.com (425) 424-6603 N OV3Hv I z o�laonn I N§avoa Q 1 = 10I10 oo bS-OZM IZ-17M 1 Q *-,Q� _1ZM I KEEP SIDEWALK X' X' ................ -....-�.—• OPEN X •..•• -- -------------------------- J-• •-r •�� rf •may F� •rt- •! • • � • • • • _- � � N -_ -_ ---------- --- - -- — — — — — — — — — — - ------------ ------------ -- Notes: 1. All signs and spacing to conform to the MUTCD and City of Edmonds standards. 2. All sidewalks, driveways, exits and egresses shall be completely clear unless otherwise indicated. 3. Channelizing devices are 28" traffic cones. Use traffic drums (barrels) with steady burning Type C lights on all State Routes and Hwys. 4. Sign size can be a minimum of 36" x 36" and shall not obstruct pedestrian access. 5. Crew is required to leave a minimum of 11' for traveling lane width. 6. Alert affected residents and businesses. 7. Work to take place between 9 a.m. and 4 p.m unless otherwise specified. All work for arterials and major roadways will be from 9 a.m. to 3 p.m 8. Work area will be 15' NCL of Caspers St & 345' ECL of 7th Ave N. 9. If used, place NO -PARK signs 72 hours in advance of the day that the work is to be done. SIGN SPACING 55 + 1'X" 60/65 800 45/55 500' 35/40 350' 30 200' 25 100, X 0 0 Z 00 CHANNELIZATION DEVICE SPACING MPH TAPER TANGENT 55/70 40 80 35/45 30 60 25/30 20 40 SEE SHEET 2 FOR WSDOT NOTES & TABLES MINIMUM TAPER LENGTH = L (feet) LANE WIDTHS POSTED SPEED LIMITS 20 25 30 35 40 45 10 70 105 150 205 295 475 11 75 115 165 225 295 495 12 80 1 125 180 1 245 1 320 540 Puget Sound Energy Traffic Control Supervisor: Yuriy S. Bashtovoy Card No. 011687 Card Exp. 06/30/2022 Yuriy.Bashtovoy@pse.com I LEGEND I ® 28" TRAFFIC CONE �f WORK PIT TRAFFIC FLOW FLAGGER WORK VEHICLE/ FLASHING LIGHTS SIGN LOCATION RIGHT OF WAY ROW R11W WSDOT NOTES & TABLES CHANNELIZING DEVICE SPACING (FEET O.C.) MPH TAPER TANGENT 55/70 40 80 35/45 30 60 25/30 20 40 ONE —LANE, APPROXIMATELY DOWNSTREAM TWO—WAY/FLAGGER 20 FEET OR TERMINATION TAPER O.C. TAPER APPROXIMATELY 20 FEET O.C. SIGN SPACING = X (FEET) DISTANCE BETWEEN ROAD TYPE SPEED SIGNS FREEWAYS &EXPRESSWAYS 55/70 MPH 1500+— (OR AS PER MUTCD) RURAL HIGHWAYS 60/65 MPH 800+— RURAL ROADS 45/55 MPH 500+— RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350+— RURAL ROADS, URBAN ARTERIALS 25/30 MPH 2O0+—(2) RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS 125 MPH OR LESS 100+—(2) ALL SIGNS ARE 48"X48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. 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. BUFFER DATA BUFFER SPACE=B SPEED (MPH) 25 1 30 1 35 1 40 1 45 1 50 1 55 1 60 1 65 1 70 LENGTH (FEET) 155' 200' 250' 305' 360' 425' 495' 570' 645' 730' PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE TYPICAL PROTECTIVE TYPICAL PROTECTIVE VEHICLE STATIONARY VEHICLE TYPE (WITH TMA) LOADED WEIGHT OPERATION WITH TMA (LBS) (FEET) 4 YARD DUMP TRUCK. MINIMUM WEIGHT 15,000 LBS. 30' MIN SERVICE TRUCK. FLAT BED. ETC. (MAXIMUM WEIGHT SHALL BE IN ACCORDANCE WITH 100' MAX MANUFACTURE RECOMMENDATIONS) ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF A TMA IS AVAILABLE. IF NO TMA IS USED, THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO SHELD WORKERS AND NO ROLL AHEAD DISTANCE IS GIVEN. TAPER/CHANNELIZING DEVICE TABLE LANE WIDTH 10 10 FEET 11 FEET 12 FEET SHOULDER TAPERS 10' SHOULDERS L 1/2 L L 1/2 L L 1/2 L •1 3 L MPH MERGING DEVICES SHIFTING DEVICES MERGING DEVICES SHIFTING DEVICES MERGING DEVICES SHIFTING DEVICES MPH LENGTH DEVICE 20 70' 5 35' 3 75' 5 40' 3 60' 5 40' 3 20 25' 3 25 105' 6 55' 4 115' 7 60' 4 125' 7 65' 4 25 35' 3 30 150' B 75' 5 165' 9 85' 5 1806 10 90' 5 1 30 50' 3 35 205' 8 105' 5 225' 9 115' 5 24V 9 125' 5 35 70' 4 40 270' 10 135' 6 295' 11 150' 6 320' 12 160' 6 40 90' 4 45 450' 16 225' 9 495' 18 250' 9 540' 19 270' 10 45 150' 6 50 500' 14 250' 8 550' 15 275' 8 600' 16 300, 9 50 170' 6 55 550' 15 275' B 1 605' 16 305' 9 660' 18 330' 9 55 185 8 80 600' 16 300' 9 660' 18 330' 9 720' 19 360' 10 60 200' 6 65 650' 17 325 9 715' 19 370' 10 780 21 390 11 65 220 7 70 700' � 19 350' 10 770' 20 385' 11 840' 22 420' 12 70 235' 7 t FOR SHOULDER TAPER EQUALS SHOULDER MLOTH x SPEED. nouREs SHOW ARE FOR A 10' SHOULDER NOTES: 1. NOTIFY WSDOT AT (206) 440-4454 AT LEAST 72 HOURS PRIOR TO STARTING WORK. 2. AT TIME OF WORK, CALL WSDOT RADIO AT (253) 538-3300 AT TIME LANE IS CLOSED (OR INTERSECTION FLAGGED); AND AGAIN WHEN THE LANE/INTERSECTION IS OPENED. LEAVE A CONTACT NAME AND CELL PHONE NUMBER WITH RADIO. 3. FLAGGERS SHALL BE IN RADIO CONTACT WITH EACH OTHER AT ALL TIMES; FLAGGER STATIONS SHALL BE ILLUMINATED DURING HOURS OF DARKNESS WITH MINIMUM 150W LIGHT. 4. ONLY ESSENTIAL EQUIPMENT OR MATERIALS SHALL BE ON WSDOT R/W DURING NON -WORKING HOURS. 5. ALL CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED. ANY CHANNELIZING DEVICES USED DURING HOURS OF DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS. 6. DURING NON -WORKING HOURS, WORK AREA SHALL MEET CRITERIA IN WSDOT STD. SPECS. 1-07.23; INCLUDING, BUT NOT LIMITED TO, 'DROP OFF PROTECTION. SIGNS ARE TO BE 48" X 48" RETRO REFLECTIVE AND SIGNS AND STANDS NEED TO MEET THE (NCHRP) 350 CRASH WORTHY REQUIREMENTS. SEE STD. SPEC 1-10.2(3) (CONFORMANCE TO ESTABLISHED STANDARDS) PAGE 1-108 IN THE 2012 STANDARD SPECIFICATIONS MANUAL. 0 ALL PERSONNEL SHALL WEAR HIGH -VISIBILITY APPAREL MEETING THE ANSI/ISEA 107-2004 CLASS 2 OR 3 STANDARD. DURING HOURS OF DARKNESS, FLAGGING STATIONS SHALL BE ILLUMINATED. (SEE STD. SPEC 1-10.3(1)A (FLAGGERS AND SPOTTERS) PAGE 1-110 IN THE 2012 STANDARD SPECIFICATIONS MANUAL. THE CONTRACTOR SHALL PROVIDE PORTABLE LIGHTING EQUIPMENT CAPABLE OF SUFFICIENTLY ILLUMINATING A FLAGGER AND THEIR STATION WITHOUT CREATING GLARE FOR ONCOMING MOTORISTS, YET WILL MEET THE MOBILITY REQUIREMENTS OF THE OPERATION. THE LIGHTING STATIONS SHALL BE LOCATED ON THE SAME SIDE OF THE ROADWAY AS THE FLAGGER AND AIMED EITHER PARALLEL OF PERPENDICULAR TO THE TRAVELED LANES TO MINIMIZE GLARE. THE LIGHTING DEVICES SHALL BE LOCATED 5 TO 10 FEET FROM THE EDGE OF TRAVEL LANE WITH A MOUNTING HEIGHT OF 15 - 25 FEET ABOVE THE GROUND. THE FLAGGER SHOULD BE VISIBLE AND DISCERNABLE AS A FLAGGER FROM A DISTANCE OF 1,000 FEET. L/vj Job#106354535 719 Caspers St & 7th Ave N, Edmonds, WA May 29, 2019 Sheet 2 of 2 Yuriy.Bashtovoy@pse.com (425) 424-6603 PRINT ON 11X17" SHEETS ONLY Puget Sound Energy Traffic Control Supervisor: Yuriy S. Bashtovoy Card No. 011687 Card Exp. 06/30/2022 Yurly.Bashtovoy@pse.com (425)424-660