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ENG2020-0502 ROW PERMITRIGHT OF WAY EUC PERMIT PERMITNUMBER, City of Edmonds -050 www.cityofedmonds.gov Description: PUD-PHASE 4 OH TO UG CONVERSION ON MAIN & RAILROAD ISSUED: 08/05/2021 Address: 100 RAILROAD AVE EDMONDS WA 98020-4131 EXPIRES: 02/05/2022 rmit Type: RIGHT OF WAY EUC Permit Subtype: STANDARD Parcel Number: 27032300103800 i NAME TYPE NAME ADDRESS PHONE APPLICANT SNOHOMISH COUNTY PUD P.O. BOX 1107, EVERETT WA 98206 (425)670-3216 CONTRACTOR SNOHOMISH COUNTY PUD P.O. BOX 1107, EVERETT WA 98206 (425)670-3216 OWNER EDMONDS CITY OF 250 5TH AVENUE N, EDMONDS WA 98020 FEE INFORMATION DESCRIPTION AMOUNT PAID CITY TECHNOLOGY FEE CHARGED PER PERMIT $40.00 $0.00 ENGINEERING INSPECTION FEE $110.00 $0.00 ENGINEERING REVISION REVIEW FEE $110.00 $0.00 RIGHT OF WAY STANDARD - EUC PERMIT FEE $330.00 $0.00 • REQUIREMENT TYPE NOTES TRAFFIC CONTROL 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 posession. RESTORATION 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 WARRANTY The contractor is responsible for workmanship and materials for a period of one year following the final inspection and acceptance of the work. INSPECTION SCHEDULING: WWW.MYBUILDING PERMIT.COM 24 HR NOTICE REQUIRED INDEMNITY The Applicant has signed an application which states he/she holds 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 but not limited to the defense of any legal proceedings including defense costs and attorney fees by reason of granting this permit. THIS DOCUMENT IS NOT VALID UNTIL FEES ARE PAID AND THE CITY ENGINEER OR HIS/HER DEPUTY HAS SIGNED BELOW 08/05/2021 VAIAA-34:1all ]'1 DATE Printed: Thursday, August 05, 2021 1:08:30 PM 1 of 2 -KRWOF WAY EUC PERMIT PERMIT NUMBIER, City of Edmonds www.cityofedmonds.gov• • CONDITIONS CONDITION TYPE Easement and/or permission from adjacent property owner is required prior to entry or work within ADJACENT PROPERTY an adjacent property. It is the owner's responsibility to repair/replace all damage of utilities or frontage improvements in DAMAGE TO FRONTAGE City right of Ways or Easements to City Standards caused by or occurring during the permitted IMPROVEMENTS project. Alert affected residents and/or businesses prior to work start. Verify clear bore crossings. ENGINEERING OTHER Restore landscape to like or better conditions. Call for required inspections as noted. ESC REQ Maintain erosion and sedimentation control per City and SWMMW standard requirements. Sound/Noise originating from temporary construction sites as a result of construction activity are exempt from the noise limits of ECC Chapter 5.30 only during the hours of 7:OOam to 6:OOpm on SOUND OR NOISE weekdays and 10:OOam 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. TRAFFIC CONTROL Traffic Control per approved plan and MUTCD. All Flaggers shall be certified. All utilities shall be located prior to any excavation. New locates shall be called for if at time of UTILITY LOCATES excavation, original locates are no longer identifiable. INSPECTIONS INSPECTION TYPE DATE RESULT COMPLETE X-2 ENGINEERING FINAL" E-7 TRAFFIC CTRL A-1 JOB START E-7 CONCRETE SIDEWALK E-7 CURB GUTTER E-7 RESTOR LIMITS Printed: Thursday, August 05, 2021 1:08:30 PM 2 of 2 nF EVA,1(-), -'NC. I S,� J PUD WO #100063349 - Phase 4 RECEIVED 12/11/20 ROW PERMIT NO.: ENG 2020-0502 ISSUE DATE: 8/5/21 RIGHT-OF-WAY CONSTRUCTION PERMIT APPLICATION PROJECT NAME: Phase 4 - OH to UG CONTRACTOR: SNOPUD Mailing Address: 1802 75th St SW, MS 02 PO Box 1107, Everett 98206 State License #: City Business License #: CONTACT: Richard Dumo Phone #: 425-783-5110 Fax #: Email #: rsdumo@snopud.com ❑ Liability Insurance ❑ Bonded ADDRESS OR INTERSECTION OF CONSTRUCTION: Railroad St. & James St., Edmonds WA 98020 ROW WORK ASSOCIATED WITH THE FOLLOWING TYPE OF PROJECT: ❑ Commercial ❑ Subdivision ❑ City Project ❑ Traffic Control (Only) ❑ Multi -Family ❑ Single Family ® EUC (PUD, VERIZON, PSE, COMCAST, OVWSD): Is this permit part of a blanket permit9 ANY ASSOCIATED PERMITS? ❑ Other ❑ Yes ❑ No BLD# ENG# DESCRIPTION OF PROPOSED WORK (Be Specific) • This is final Phase 4 to Underground Overhead Poles & Wires at Railroad Street. Phase 4 Scope: Install new Padmount transformer then trench or bore 3" service conduit to PLI 372 and connect existina customers. All disturbed areas will be restored to oriainal condition or better. Included on Ph4 is the removal of the Overhead wires and related materials on (3) poles on Railroad St. & (3) poles on Main St. (Please see attached Overhead Plan). Please include tree trimming. WAS STREET OVERLAYED WITHIN THE LAST FIVE 5 YEARS? YES ❑ NO ❑X Year: Approx. Total: 52 Sq. Ft. (Includes Bore Pits on the concrete sidewalk/pavement) PAVEMENT CUT: M Yes ❑ No If yes, indicate size of cut: x CONCRETE CUT: [Z Yes ❑ No If yes, indicate size of cut: x RIGHT-OF-WAY CLOSURE AREA TOTAL DURATION (NUMBER OF MONTHS) Sidewalk 48 Hrs + 3 LF X 3 LF 9 X 3_27 SF 0 month Alley 72 Hrs + 5 LF X 5 LF 25 SF 0 month Parking 72 Hrs + LF 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 Dui DATE 12/11 /2020 Contractor or Agent NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE - SCHEDULE ALL INSPECTION THROUGH MYBUILDINGPERMIT.COM (EDMONDS LANDING) - RESTORATION TO BE DETERMINED BY CITY INSPECTOR (FERRY LOADING/UNLOADING LANES) A Bono wDBx AHEAD BE W 20 _1 PRFPRRED IO SiDP W3-4 I hI FFI rtI IIIIIII IIIIIIIIIII I= PARKING LANE I = I MAIN ST. IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII V+ 1 H- 11-t-1 1+ 1 1+ 1 1 1 11 FERRY WAITING AREA 0 O W Q O OT of o POLE FENCED IN LIFT STATION (PARKING AREA) W20-1 BanD waBx aBEaD W0? J (SLOW TRAFFIC/PARKING AREA) Y a W20-1 U JAM3 ES ST. 0 y aouo" WF40 � PARKING LANE N NORTH Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. 1 2 3 SPEED SIGN SPACING BUFFER LIMIT A, B, C (FT) (FT) 25 200 55 30 200 85 35 350 120 OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. OWNER/CONTRACTOR IS RESPONSIBLE FOR NOTE: EROSION CONTROL AND DRAINAGE FLAGGERS REQUIRED TO CONTROL TRAFFIC WHENEVER THE CREW MUST INTERRUPT TRAFFIC FLOW TO ACCESS THE WORK SITE WITH MATERIALS OR EQUIPMENT. FLAGGERS TO ASSIST PEDESTRIANS CROSSING THE ROAD BACK AND FORTH DURING CONSTRUCTION. WORK HOURS: 7AM TO 5PM MONDAY TO THURSDAY LEGEND: ENGINEERING DIVISION APPROVED AS NOTED 0 CONE OR CHANNELIZING DEVICE ^%Jl iA/Q✓..y,H,.,inp 08/03/2021 ®� SERVICE TRUCK/EQUIPMENT vv WORK AREA RES U B •T FLAGGER MAY 03 2021 PEDESTRIAN ROUTE CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SNOMOMISM COUNT_ �Uo LAYOUT LEGEND: PAD MOUNTED TRANSFORMER ® SUBMERSIBLE TRANSFORMER �J ABOVE GROUND J-BOX �J SUBMERSIBLE J-BOX �S SECONDARY VAULT ❑ PULLING VAULT O PAD MOUNTED SWITCH CABINET O SUBMERSIBLE SWITCH CABINET © SMALL SECONDARY PEDESTAL © LARGE SECONDARY PEDESTAL SL STREET LIGHT PEDESTAL PRIMARY UNDERGROUND CABLE -•—•—•—.—.-*350 SECONDARY UNDERGROUND CABLE - - - - - - - - 4/0 SECONDARY UNDERGROUND CABLE 1/0 SECONDARY UNDERGROUND CABLE --—--STREET LIGHT CABLE SERVICE CONDUIT POLE AND OVERHEAD LINE - - PROPERTY LINE —RIGHT-OF-WAY LINE U EXISTING UNDERGROUND CABLE EXISTING DUCT — — — — FUTURE DUCT ------- S------ SANITARY SEWER/MANHOLE ------- D------ STORM DRAIN/CATCH BASIN - ------ W -----b WATER MAIN/METER r FIRE HYDRANT $c STREET LIGHT * UNDERGROUND LOCATOR MARKER �C.HFMATI(:: REFER TO SHEET S4 CONSTRUCTION NOTES: BY PUD OR PUD'S CONTRACTOR AT POLE PL1372 NOTE REMOVE SECONDARY RISER AND CABLES TO RED AT A-29047 INSTALL (1) NEW LOADBREAK ELBOW (T1105). INSTALL CABLE TAG PER SCHEMATIC. FROM VAULT A-29047 TO A-53864 TRENCH 3' OF (1) 4" CONDUIT (FO304). INSTALL 15 OF 1/0 JACKETED PRIMARY CABLE (CO902). AT A-29057 REM EXISTING 3PH CABLES TO POLE PLI 373 AT VAULT A-53864 INSTALL 10 PADMOUNT TRANSFORMER ASSY (12U612). INSTALL NEW 25KVA 240/120V XFMR (BC12N). INSTALL (1) NEW LOADBREAK ELBOW (T1105). INSTALL DUST CAP (T1701). CONNECT SERVICE TO PEDESTAL. INSTALL CABLE TAG PER SCHEMATIC. FROM VAULT A-53864 TO PEDESTAL TRENCH 78' OF (1) 3" CONDUIT (FO303). INSTALL 70'OF 1/0-2 SEC TRIPLEX CABLE (C1202). AT SECONDARY PEDESTAL RMV AND REEL OLD SEC CONNECTORS AND RED. INSTALL NEW 17' x 30' x 18" PEDESTAL (V0102). PLUMB IN (1) 3" SEC CONDUIT FROM A-53864. INTERCEPT EXISTING SEC SERVICE CABLES. USE (4) 4-POS TERMINAL BLOCKS (T1512). MAKE CONNECTIONS TO EXISTING SERVICES 99, 100, 102 & 113. TRANSFORMER 7200-240/120V BY PUD OR PUD'S CONTRACTOR A-53864 25 KVA UTC SER MAKE VAULT BY PUD A-56864 42" x 42" x 30" CONCRETE OPEN BOTTOM W/A 21" x 25" ACCESS HOLE C:) �OPO Rk FORCE FENCED MAIN LIFT FM) STATION GARBAGE CONTAINER / AREA A-53864 Q+ SEC EXISTING POLE 5 ^ / ' ',j PED TO BE REMOVED ELECTRIC (PLI 372) PANEL 4 i PROPERTY CONDUIT O METER C \S\ \ \<` O LINE CONTROL ``. A-29047 ,<� BOX EXISTING \\\ '� ETA+ �i X \/ WATER ' PARKING BOX CURB 4 CONDUIT CABLE ALL FOOTAGES APPROXIMATE BY PUD OR PUD'S CONTRACTOR FROM A-29047 TO A-53864 15' OF (1) 1/0 AL 15KV CNCTRC NEUT JCKTD PRI IN 4" PVC MAKE PO REEL FT MARK TO SECONDARIES AT A-53864 (1)90'RUN OF 4/0 SEC TRIPLEX CABLE IN 3" PVC (XFMR TO SEC PEDESTAL) CABLE NOTES: FROM PLI 373 TO A-29057, REMOVE PRIMARY UGND CABLEWS 54292 THRU 54294. TOTAL FOOTAGE:65' DUCT BY PUD OR BUD'S CONTRACTOR OA 3' OF 4" PVC OB 78' OF Y PVC PARKING / 0 STREET LIGHTF- P� PROPERTY`` LINE i PARKING CITY TRANSIT S � . OWNED PARKING �,'' PLI LOT '// QQ N-1,7226�S cc ARKING - -746-S Y-✓,� DETAIL OF 10 PM ASSEMBLY (12U612) 1 JDUIT LAYOUT SECOND TRIPLEX \min DETAIL OF SEC LARGE PEDESTAL (VO102) 2 A-29046 EXISTING J 1 A-53864 ' B 5 A-29047 f3 / EXISTING LAYOUT %y �% 1" = 40' �l A-29057 EXISTINC PLb 373 LOCATION RAILROAD ST. & JAMES ST. EDMONDS 98020 AREA LYNNWOOD POLE NO PLI 372 SEWS 23 T 27 R 3 DATE 7/13/20 ORDER 100063349 REASON FOR WORK PROVIDE 10 PRIMARY ENGINEER R DUMO OPERATION 0060 UNDERGROUND SERVICE FOR DRAFTER J MCFEE UGND NO 1997-63 OH TO UG CONV & LOOP TIE PH 4 JAPPROVED SNS SCALE NOTED & DATE WORK COMPLETED FOREMAN DATE 7/21/20 SUBSTATION MAPLEWOOD INSPECTOR CIRCUIT NO 12-343 PHASE 1 DATE FEES REO'D ROAD CROSSINGS ONLY PRIMARY OVERHEAD APPV DATE I DESCRIPTION OR SIDENTIAL ❑ COMMERCIAL LEO- ❑ YES ■ NO REVISIONS @ $ _ $ APPV NO, DATE DESCRIPTION PRIMARY UNDERGROUND 1 2/21 REVISE CONSTR- ❑ RESIDENTIAL UCTION NOTES, ❑ COMMERCIAL CONDUIT LAYOUT, BASIC FEE % LAYOUT, CABLE, LEU- CABLE NOTES & DUCT SECONDARY UNDERGROUND BASIC FEES S WORK IN RIGHT OF WAY AS -BUILT ❑ PRIMARY ❑ SECONDARY APPV NO I DATE DESCRIPTION FT @ S = $ MISCELLANEOUS FEES VAULT $ PERMIT $ s s s TOTAL DUE$ )DATE PAID RECEIPT. ENGINEER RICHARD DUMO CUSTOMER PHONE (425) 783-5110 PHONE � N NORTH WORK SITE WOODWAY EDMONDS PERMITS (DATE GRANTED) ❑ TREE TRIM ❑ STATE ❑ COUNTY ■ EDMONDS EASEMENTS ❑ REQUIRED E• ■ NOT REQUIRED REQUEST NO. DATE APPROVED FOREIGN CONTACTS ❑ JPN+ ❑ JOINT TRENCH FRONTIER & CATV ❑ JOINT BORE FRONTIER & CATV POLE STENCILING FROM TO TAKE OFF POLE PRE-CONSTR REQUIREMENTS ❑ TREE TRIM ■ PUD LOCATOR ■ BACKHOE ❑ ■ ONE CALL DATE STREET LIGHTING ❑ YES ■ NO M&R AS BUILT CIS GIS QC M&R CIS Ph JOINT USE LOCATION MAP PAGE 454, F5 RESUB VICINITY MAP c MAY 03 2021 TAGS Z �_ M VAULT: A-53864 CITY OF EDMONDS CABLE: 109047 DEVELOPMENT �I SERVICES DEPARTMENT � Wa (,4 40 Machuga, Jen From: Sent: To: Cc: Subject: Attachments: Categories: Natalie, Dumo, Richard <RSDumo@SNOPUD.com> RES U B Monday, May 3, 2021 7:18 AM May 03 2021 Edmonds Engineering Permits CITY OF EDMONDS Joint Use DEVELOPMENT SERVICES RE: PUD ROW Permit Application ENG2020-0502 Ph 4 100 Railroad - Comments 2 (# DEPARTMENT 100063349-30,60) ENG2020-0502 COMMENTS 2 - PH4 (Ans).docx Green category 1. Attached is my answer to your questions for Phase 4 dated April 16, 2021. 2. There were questions that belonged to Phase 2, so I did not answer them but I created a Supplement Phase 2 answer sheet. That was included on my answer email for Phase I and Phase2. I'm trying to keep the questions and answers under their proper Workorders/Phases and not mixed up. I also used the same drawings or plans multiple times to answer several of your questions. Thanks. Richard Dumo / Snohomish County PUD No. 1 Distribution Engineering Services 1802 751h St. SW, Everett WA 98206 Office: 425-783-5110 From: Edmonds Engineering Permits<EngineeringPermits@edmondswa.gov> Sent: Friday, April 16, 2021 1:40 PM To: Dumo, Richard <RSDumo@SNOPUD.com> Cc: Joint Use <JointUse@SNOPUD.com> Subject: PUD ROW Permit Application ENG2020-0502 Ph 4 100 Railroad - Comments 2 CAUTION: THIS EMAIL IS FROM AN EXTERNAL SENDER. Do not click on links or open attachments if the sender is unknown or the email is suspect. Hi Richard, I have reviewed the resubmittal. Please see the attached comments. Let me know if you have any questions. Thanks! Natalie City of Edmonds, Engineering Division Permitting EngineeringPermits@edmondswa.gov 1 Natalie Griggs (she/her), Engineering Technician (425) 771-0220 ext. 1353 CITY HALL IS CURRENTLY CLOSED TO GENERAL PUBLIC ACCESS. APPOINTMENTS MAY BE CONSIDERED FOR SPECIAL CIRCUMSTANCES. Development services will continue to be provided by email or the web and by phone. Please visit www.edmondswa.gov for up-to-date information on City services. For engineering permit inquiries, please email: engineeringpermits@edmondswa.gov For all other inquiries please email: devserv.admin@edmondswa.gov Web Map: www.maps.edmondswa.gov RESUB May 03 2021 h; 1141 CITY OF EDMONDS CITY OF EDMONDS 0 ' DEVELOPMENT SERVICES PLAN REVIEW COMMENTS DEPARTMENT v J' ENGINEERING DIVISION (425) 771-0220 City Website: www.edmondswa.gov DATE: April 16, 2021 TO: Richard Dumo, Snohomish County PUD rsdumo@snopud.com jointuseksnopud.com FROM: Natalie Griggs, Engineering Technician en in�gpermits&edmondswa.gov RE: Application #: ENG2020-0502 Project: Phase 4 Railroad Ave (Project is on Railroad St. not on Railroad Ave.) Project Address: 100 Railroad Ave (Correct address on my drawing is: Railroad St. & James St., Edmonds 98020) During review of the above noted application, it was found that the following information, corrections, or clarifications are needed. Please submit revised plans/documents including a written response to each item below. City of Edmonds handouts, standard details, application and other forms, and development code may be referenced on the City website: www.edmondswa.gov under Services/Permits and Development. April 16, 2021 Comments February 5, 2021 Comments CONSTRUCTION PLANS 1. April 16, 2021: The boring plan from Sunset across Main St was submitted with Resub 2 for ENG2020-0460 and -0461 for Phase 1 and 2 of the underground project. a) The "Other Utility Location" plan shows the boring as a perpendicular crossing across Main St — this would be approved. The other plan sheet in this packet, however, shows the boring across Main St at an angle — this will not be approved. Please revise all plan sheets with parallel and perpendicular borings only. Ans: Natalie, this is part of Phase 2 and not phase 4. (See separate supplement answers) b) Two lines are shown on the "Other Utility Location" plan — the new boring in blue, and an existing power conduit in red. What is the proposed Page 2 of 3 RESUB May 03 2021 CITY OF EDMONDS DEVELOPMENT SERVICES separation between the two? There are other utility companies proposing DEPARTMENT future work in the sidewalk in this location and it would preferred if these two conduits were as close as possible to leave room for future utility projects. Ans: Natalie, the method of installation for Phase 4 will be trenching and not boring because there is just too many Utilities between the pole and A- 53864. See my Phase 4 "Clearance & Other Utility Location" below. ' ! _ AREA CROSS SECTION \ I� C � '"` � IRAs -ROAD STREET Loo+wc NOR,w YJ ti p f pc NCEo : __ +�14 •. ! NRR I,.,°iSGT. N srpFT __ _ ION 4 1b i ' r IRc wT MIN, DISTRICT CONDUIT CLEARANCE I' FROM OTHER UTLITIES I; k I ; _ - rERr sEr .aoswai law sERRNnaR A-z5obr ••� � I " LAYOUT :. .°° IaaIZONTAL - AT LEA51 S fEET vER 1 _ .T LEAm n• OIST.WCE FRO4 OTIER ~TD—ES V LEGEND: GaaRT.TrsNCR R—E ]8f - Es Tua RGLE-T0 eE a.oREn s- R R*�6 may. R.oRouxT TRw.sra.41+ SNOHOnMISH nCOUNTY = p�O CLEARANCE & OTHER UTILITY LOCATION ORDER OPERATION SCAiE DFTR ENCR APVD/DATE DATE 1(100633R9 60 NTS RDWO RDWO 2/l8/202] 5lEET OF RE v ulu,. wE Ern " �`swv g� o+AN¢ATWR s' s•� r MURRRTIOR SERv]CE C REsSWE E.5 �• �Y' Q• l�Y • � GAS SEav[CE tY' LIEXTDa b ELECTRIC S,PRLY b' b' 0• 0• 2. April 8, 2021: Northwest corner of Main and Sunset: a) The pole at northwest corner of Sunset and Main shall be removed, not topped to be a meter pole. Revise the plans accordingly. The City will coordinate with PUD outside of this permit to find a new location for this meter. Ans: Natalie, this is part of Phase 2 and not phase 4. (See separate supplement answers) b) What are the specifications for Ped #1 and Ped #2 shown next pole PLI 157897 (the pole to be removed)? Ans: Natalie, this is part of Phase 2 and not phase 4. (See separate supplement answers) c) What are the specifications for vault A-53758 shown behind Ped #1 and Ped #2? The lid of this vault will need to be pedestrian rated since it is in the sidewalk. Ans: Natalie, this is part of Phase 2 and not phase 4. d) Why do both a vault and two pedestals need to be installed at this location? With this configuration, the entire width of the sidewalk will be occupied by PUD equipment and would limit any other utility companies from being able to install underground facilities in this area. Could this arrangement be consolidated? Please clarify. Ans: Natalie, this is part of Phase 2 and not phase 4. (See separate supplement answers) e) What power source will be feeding the streetlight at this corner? Will the new underground feed the streetlight or will PUD need a new source that is not shown on the plans? The City will need to review this if it is outside the scope of work that was submitted on the site plan. Ans: Natalie, this is part of Phase 2 and not phase 4. (See separate supplement answers) Page 3 of 3 RESUB May 03 2021 CITY OF EDMONDS DEVELOPMENT SERVICES 3. April 8, 2021: The plans are not to scale, so it is unclear how far the proposed DEPARTMENT conduit will be from City utilities. Please provide plans that are to scale and that show minimum separation requirements can be met. The conduit can be 5' from City utilities and appurtenances but will need to be 10' from any bends in City water mains or behind hydrants or blowoffs to provide sufficient space around blocking. Ans: Natalie, this is part of Phase 2 and not phase 4. (See separate supplement answers) February 5, 2021: For all boring locations, show all underground utilities and appurtenances within the vicinity of the boring. Any new conduit shall maintain minimum utility separation-5' horizontal, 1' vertical, and at least 10' from utility appurtenances. Please show that minimum separation requirements can be achieved on the plans. a) Show all surface features as they are actually located in the proposed bore path, including the ROW line, sidewalk, curb -gutter, edge of pavement, trees, and any other surface features that may affect project feasibility. b) Please refer to the attached plan sheet for the Site Utilities Plan at Lift Station 8. 4. April 16, 2021: Addressed. February 5, 2021: The plans state that existing pole PLI372 shall be removed. The construction notes then state that poles PLI 372 to 369 will be removed on another work order. Please clarify and update the plans so that they match what will actually be done at this time or if the removal will be done in another phase of this project. 5. April 16, 2021: The revised drawing for the vault and conduit by the lift station is not to scale and does not include horizontal separation distances for the adjacent utilities. How far will the vault be from the private storm line and sewer main? It appears that the conduit will be trenched. If so, callouts for horizontal separation may suffice. Please revise the plans (plan view) so it is clear. Ans: Natalie, the electrical construction drawings are never drawn to scale by our drafting department. There is not enough room for Horizontal separation because it is very narrow that is why I tried to show that the only way to go is vertical separation between the other utilities. My drawing below shows that vertical separation. Notice that it says, "Maintain greater than or equal to 1 foot minimum vertical separation with other utilities". You will see that, where it applies, there is an existing stormdrain, sewer, Forcedmain, gas and water. I hope I'm making sense and if I don't please let me know. Page 4 of 3 EXISTING Tr TRANSFORMER I I PADMOUNT TRANSFORMER I I I O.SS/I OPEN BOTTOM I vAMLT PAVEMENT I I \I I%(I14° COTOINT � I v — — _ J EXISTING TRANSFORMER VAULT AREA CROSS SECTION (RAILROAD STREET LOOKING NORTH) 50' LIFT STATION RESUB May 03 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT R/W CURB 8' SI�EIvnLN MOIMATN VERTICAL SEP WITH OTHER UTILITIES 3• Caroar ORENCIE01 OUILRE >=SEP VERTICAL VFNTICOT ER MATH OTHER g UTILITIES FORCED MAIM UV) i d— 3K February 5, 2021: The new pad -mounted transformer A-53864 is shown behind the City's sewer lift station, and the plans state that it will be 10' and 6' from the existing Page 5 of 3 A-290a7 EXISTING RESUB May 03 2021 CITY OF EDMONDS DEVELOPMENT SERVICES transformer, and still 5' from the face of the meter enclosure. There does not appear to be DEPARTMENT that much room there. a) Additionally, the new transformer and any conduit that connects this transformer to the existing transformer and/or pedestal shall have at least 5' of horizontal and 1' of vertical separation from City utilities. As shown, the new pad -mounted transformer A-53864 is shown almost on top of the City sewer main that feeds into the lift station, and the 49' run of conduit to the existing pedestal is near a City water main. Please revise the plans so proper separation can be maintained. Ans: Natalie, the electrical drawing 1997-63.pdf has already been revised because the original drawing was showing the A-53864 is almost on top of the Sewer main (as you pointed out). So the new and revised drawing moves the location of the transformer further west where the bushes are at. We even discussed it on the phone when you called me. I can clearly show it to you if you would just meet me onsite. See part of the drawing below. Also, the picture below shows my first original location of the transformer which does not work out. I will go and cross it out onsite if that helps. Imagine the new transformer location 6 feet to the west. Drawing 1997-63.pdf is included below. A-53864 O IELECTRC (1) 4" PALL CONOUIMETER CURB CONDUIT AFTER REVISION i 1997-63.PDF • '7 a '7 T",Kel24I Page 6 of 3 RESUB May 03 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT TRAFFIC CONTROL PLAN 1) April 16, 2021: The resubmitted TCP does not address all work that is proposed, only at Railroad St. A traffic control plan for the work at the northwest corner of Sunset and Main was provided with the resubmittal for Phase 1 & 2. a. Please revise the TCP for Railroad St to direct pedestrians to cross at the nearest designated crosswalks/intersections. Pedestrians should not be directed to walk into the street around the work area. Ans: Natalie, please see below for the updated TCP with Pedestrian control per your request for Phase 4. t� TCP wd PCP - PH 4.pdf b. The TCP for the work on Main St and Sunset/Railroad does not show sidewalk closures or pedestrian detours. Please revise the plans accordingly. Ans: Natalie, this is part of Phase 2 and not phase 4. (See separate supplement answers) c. The TCP that shows the work on Main and Sunset does not show any traffic control measures for the boring pit on north side of Railroad St. Please revise. Ans: Natalie, this is part of Phase 2 and not phase 4. (See separate supplement answers) February 5, 2021: Will at least a 5'-wide sidewalk remain open during the proposed work? If not, please ensure ADA accessibility during construction or provide a pedestrian detour plan to have pedestrians cross at the nearest designated crosswalks. Please update the traffic control plan accordingly. Ans: Natalie, are you referring to the sidewalk at Main and Sunset? If you are, this is part of Phase 2 and not phase 4. (See separate supplement answers) Page 7 of 3