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ENG2019-0482OF WAY EUC PERMIT PERMITNUMBER, City of Edmonds EdmondsRIGHT .801 14: www.cityofedmonds.gov Description: PUD Relocate 2 poles for the plat of 244th ST SW. ISSUED: 05/07/2020 Address: 8609 244TH ST SW 1 EDMONDS EXPIRES: 11/09/2020 Permit Type: RIGHT OF WAY EUC Permit Subtype: STANDARD Parcel Number: NAME TYPE NAME ADDRESS PHONE APPLICANT SNOHOMISH COUNTY PUD P.O. BOX 1107, EVERETT WA98206 (425)783-4766 CONTRACTOR SNOHOMISH COUNTY PUD P.O. BOX 1107, EVERETT WA98206 (425)783-4766 FEE INFORMATION DESCRIPTION AMOUNT PAID ENGINEERING INSPECTION FEE $100.00 ENGINEERING INSPECTION FEE $100.00 $0.00 RIGHT OF WAY STANDARD PERMIT FEE $300.00 X-TECHNOLOGY FEE $35.00 REQUIREMENTS 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 5/7/2020 RELEASED BY DATE Printed: Thursday, May 07, 2020 12:12:21 PM 1 of 2 -1RRRTF WAY EUC PERMIT City of • • • ., CONDITIONS CONDITION TYPE Alert Affected Properties Alert affected residents and/or businesses prior to work start. Bore Crossings Verify clear bore crossings Conform to approved plans Conform to approved working drawings and Traffic Control plan. Work approved under this permit may or may not qualify as an essential or allowed activity per the Governors Stay Home, Stay Healthy Order. Refer to the Order and the Citys website for up-to-date information related to development activities during COVID-19. Issuance of this permit does not COVID-19 NOTICE certify that construction is allowed to immediately occur, and inspections may or may not be granted accordingly. Construction activities and all required inspections will resume when the Order has been lifted. Damage to Frontage Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per Improvements City standards that is caused by or occurs during the permitted project. ESC Required Maintain erosion & sedimentation control. Keep street clean. 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 Hold Harmless agents from any and all claims for damages of whatever nature, arising directly or indirectly from the 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. Inspections Call for required inspections as noted. Landscape Restoration Restore Landscape to like or better conditions. Public Utility Separation Public utilities maintain 5' separation from City Utilities. ROW Restoration Restore ROW to City standards 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 Sounds/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 Handout Traffic Control per approved plan and MUTCD. Refer to City of Edmonds traffic control requirements. Underground Utility Locates Call for locates of underground utilities prior to any excavation. Utility Patch Restoration Utility patch restoration to be in accordance with Edmonds Standard detail E2.3 INSPECTIONS INSPECTION TYPE DATE RESULT NOTES COMPLETE E-7 TRAFFIC CTRL X-2 ENGINEERING FINAL" Printed: Thursday, May 07, 2020 12:12:21 PM 2 of 2 of EVA,10,1, 'C. 890 ROW PERMIT NO.: ENG2019-0482 ISSUE DATE: 5/7/20 RIGHT-OF-WAY CONSTRUCTION PERMIT APPLICATION PROJECT NAME: 2 ,q44 q k S T S W CONTRACTORs���k�UL Mailing Address: Ro E_�O x R6 State License #: CV," i- W W Q 92d City Business License #: CONTACT: Jlkv, Phone #: 425— _7V 3 _ 4-�GG Fax #: Email #: ❑ Liability Insurance ❑ Bonded ADDRESS OR INTERSECTION OF CONSTRUCTION: 9/0ck 2!)4f'\ 5 T" 6w ROW WORK ASSOCIATED WITH THE FOLLOWING TYPE OF PROJECT: ❑ Commercial ❑ Subdivision ❑ City Project ❑ Traffic Control (Only) ❑ Multi -Family ❑ Single Family X EUC (PUD, VERIZON, PSE, COMCAST, OVWSD): Is this permit part of a blanket permit? ❑ Other ❑ Yes ❑ No ANY ASSOCIATED PERMITS? BLD# ENG# DESCRIPTION OF PROPOSED WORK (Be Specific) : 24q*". sT ski WAS STREET OVERLAYED WITHIN THE LAST FIVE (5) YEARS? YES ❑ NO ❑ Year: PAVEMENT CUT: ❑ Yes $ No If yes, indicate size of cut: x CONCRETE CUT: 0 Yes 54- No If yes, indicate size of cut: x RIGHT-OF-WAY CLOSURE AREA TOTAL DURATION (NUMBER OF MONTHS) Sidewalk 48 Hrs + LF X LF SF Alley 72 Hrs + LF X LF SF 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 rfor �the permit to be valid. SIGNATURE W Z\�k%%%A^$ DATE 1 d~ t Contractor or Agent NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE LANE SHIFT ON A THREE -LANE, TWO-WAY ROAD W20-1 ROAD WORK _ AHEAD CENTE m W20-5MOD CL D EA Q Z� �W L� V) W M m t__/ (OPTIONAL) (OPTIONAL) 0 iCu o30 3.-16�oiCsla � 1 s1o. �cf ._i.l V i (OPTIONAL) P 0 p0 p I�I _pz - + 1 0 00 0 0 0 0 0 i 00 0 0 SPEED LIMIT SIGN SPACING A, 8 (FT) SHIFTING TAPER (FT) (FOR 12' LANE) BUFFER (FT) 25 200 65 55 30 200 90 85 35 350 125 120 40 350 160 170 45 500 270 220 50 500 300 280 55 500 330 335 Maintain two 11' travel lanes. `s F- N /- (OPTIONAL) Q AL W1-4L w N Q NTE ` W20-5MOD C E m HEAD ROAD = WORK AHEAD W20-1 C 01 _0 SNOHOMISH COUNTY O Lr-FLnF-M TRAFFIC CONTROL PLAN_ PUBLIC UTILITY DISTRICT NO 1 0 O PROJECT 244TH ST SW 1- I� / O LOCATION 8609 244TH ST SW EDMONDS Do ENGINEER JOHN WILLIAMS DATE 10/16/19 ORDER 100053862 00 PHONE 425-783-4766 CELLULAR 425-346-6660 ww o PUBLIC UTILITY DISTRICT NO.1 OF SNOHOMISH COUNTY LOCATION 8609 244TH ST SW, EDMONDS LYNNWOODAREA POLE NO. 15375 SW1/4S 31 T 27 R 4 DATE 10/15/19 ORDER 100053862 REASON FOR WORK RELOCATE OVHD FOR THE ENGINEER WILLIAMS OPERATION 0030 PLAT OF 244TH ST DRAFTER U.G. NO. SCALE DATE WORK COMPLETED FOREMAN FEES REQ'D © YES ❑ NO PRIMARY OVERHEAD ❑ RESIDENTIAL ❑ COMMERCIAL LEO NO. SECONDARY OVERHEAD BASIC FEE 9 METER/CONV.POLE PRIMARY UNDERGROUND ❑ RESIDENTIAL ❑ COMMERCIAL BASIC FEE 3 LEU NO. @$ '=$ SECONDARY UNDERGROUND BASIC FEE 3 La _$ UNDERGROUND PLAT BASIC FEE 3 FT.@8 '=$ STREET LIGHTING q FT.PS =$ WORK IN RIGHT OF WAY ❑ PRIMARY ❑ SECONDARY rL FT.@$ =$ MISCELLANEOUS FEES VAULT 3 PERMIT OVHD RELOCATION $23,878.01 TOTAL DUE $ 23.878.00 DATE PAID RECEIPT NO. SERVICE ORDER NO. LEGEND: O EXISTING POLE X EXISTING POLE -TO • NEW POLE ENG AS -BUILT VERIFICAT ❑ PHASING, TAPS & FUSIN ❑ POLE & VAULT STE S ❑ CABLE TAGS ❑ FRAMING ❑ EQUIPME LOCATION VERIFLeD BY NESC VIOLATIONS FKI NO ❑ YES (SEE NOTES) PERMITS (DATE GRANTED) ❑ TREE TRIM ❑ STATE ❑ COUNTY IN CITY EDMONDS EASEMENTS ❑ REQUIRED WNOT REQUIRED DATE RELEASED FOREIGN CONTACTS ® JPN# 100053862 ❑ JOINT TRENCH FRONTIER & CATV ❑ JOINT BORE FRONTIER & CATV POLE STENCILING FROM TO TAKE OFF POLE PRE-CONST. REQUIRMENTS ❑ TREE TRIM ❑ PUD LOCATOR ❑ BACKHOE ❑ FLAGGING 8 ONE CALL DATE No. STREET LIGHTING 11 YES ❑ NO M&R AS -BUILT GIs GIs QC M&R GIs Ph JOINT USE LOCATION MAP PAGE 474,J3 BE REMOVED NEW POLE TO REPLACE EXISTING POLE APPROVED V" DATE 10 l 1 I DATE PRINTED SUBSTATION RPK CIRCUIT NO. 12-2048 PHASE 1.2.3 ENGR'S TEL. # 425-783-4766 ENGR'S CELL # 4254-346-666 15376 25KVA FU15A 1 2 15377 37.5KVA 15375 37.5KVA OVHD 3 244TH ST SW BEFORE 15376 25KVA 1 FU15A OVHD 2 3 AFTER 244TH ST SW OA REMOVE 140' OF PRI & NEUT FROM POLE 15377 TO POLE 15376 REMOVE DG & ABAONDON ANCHOR TO JOINT UTILITIES REMOVE EXISTING 37.5KVA XFMR UTC°37-9021 SER° WE STRIP, TOP AND ABANDON POLE TO JOINT UTILITIES Q SET 45' POLE 4' NORTH/EAST AS PAINTED AND STAKED BEHIND SIDEWALK SET POLE 6.5' DEEP FRAME POLE PER ASSY 12F301 TRANSFER EXISTING PRI AND NEUT TO NEW POLE REMOVE EXISTING 37.5KVA XFMR UTCN37-5979 SERE K REMOVEX ST. LIGHT SL-129314-H REMOVE EXISTING ST. LIGHT ARM STIP, TOP AND ABANDON POLE TO JOINT UTILITIES © SET 45' POLE 8' SOUTH/WEST AS PAINTED AND STAKEO,,BEHIND SIDEWALK SET POLE 6.5' DEEP FRAME POLE PER ASSY 12F301 TRANSER EXISTING PRI AND NEUT TO NEW POLE REMOVE EXISTING 25KVA XFMR UTC825-11865 SER° MAKE INSTALL NEW 25KVA XFMR UTC° SER° MAKE TRANSER X G SVC WIRE TO NEW POLE SPLICE AS NEEDED INSTALL NEW 8' ST. LIGHT ARM PER ASSY L0503 INSTALL NEW ST LIGHT HEAD L0217 SIZE CODE H STRIP, TOP AND ABANDON POLE TO JOINT UTILITIES NEW POLES SHALL BE SETA MINIMUM OF 10' FROM THE TRAVEL LANE TO MEET CLEAR / ZONE REQUIREMENTS. 5 FU15 Z�-64 15376- 37-9021 15377 7 Q V14 129314-H i � 37-5979 15357 6 1537 j 244TH ST SW ° SHEET OF LlJVLl \ L MELD, BRANDON JR & REBEC04 E 1623 244TH ST SW DUONDS WA 98025 70463303100202 20I - - 6' SG m 40 PVC O 2X 8616 24ZND 5T Sr/ EOUOAILS, WA 98026 00463302600204 r- I I I L�TS FF-45&35 GFF: 4%35 I I I I I I I h in LOT 4! FF-459.fi5 / (2F 45&65 / I / I I ---i I \ I I \ I 8606 242ND ST SW EDMONDS, WA 98026 0046JM26W ICJ b18 3 H 89'07 04' W 130.04' o O hs 1o, . I ` iiw ILOT 7 j v FF=459.M I CFF�S&JS I I i I I I I I I \\ LOT8 \ / at59S 15' W:T67-41-9 - - PROPOSED C CO. T W/ 12GIST ANON LAUPHOLE COVER BOLTS/mv.) �LOT9 82261 44 SW \ / I FF 460.25 EDMO�S, WA 98025 I ram- CfF=459.T5 OU40JO10020 I b \\ 1 I \ IL 10'to I A-4 UTLNY fr--.r_r .�-- YU, RICHARD J. & MYANG S. 8525 244TH ST SW EDWIDS WA 98026 00463303100204 -w w i r I, II \ LOT2 \ FF 4633E / \ OT 10- CFF-4625 / �' \ / I fF=S6300 GFF-46200 -- L w- =w r. ' UmITSU { SANITARY SEWER EASEMENT I- - TO DY w ���FFQ463.75 IGFF-46275 f � I a N 890)O4 W, 13004 - w - w 8' CI WATER U OF (a7 C/L OF JYY 1/% ozk- J1, 1. G/ 1V., A.w P., Yvan. AI'OKOU, ARTOUR & SNOHOWSH COUNTY, WASHINGTON DUSTING MONWW (AS SHOW) TS4T/OUROYa ELDA D-� SWIM 1/4 CORNER mar FDLM 8604 242W ST SW EDV00S. WA 98025 SLOIKk1 CORNER NOT FOUND 0046JM2600104 --- • FOUND REEIAR/GP OR LP. (ANON PIPE) -----_ w w_._� (C) FRSUWED (P) PLAT tM) MEASURED TBR TO BE REMOVED KENPMV, CAROL A R.O.W. IICNT-Of-WAY 3 8501 244TH ST SW, UNIT IA EOVONDS� WA 98206 i P.O.B. FOINF OF BEG00" 006560001001170 SCALE: 1" = 20' g aNrEmc CODY S&W CLF ! IvdC FTNCE 8601 244TH ST SW, WT 10 EDVOVOS WA 98206 20 ID D 20 40 WDF WU00 FENCE 0056WW I002W W S WATER SURFACE COPS, SETH EOP EDGE OF PAVEMENT 8601 244TH ST SW UAXT IC EO.VRVDS, WA 98106 i 7 BD'N EAC/C OF WALK 006680001003M p dICB SIINU! mw CATCH am (CB) MIN MAMKXE HARVEY, BOB 8601 244TH Sr SW, UMT 01 i �W L!- MkD SRMBL (SOUR) EDVONOS, WA 98206 �0S, S_ TARN g1YElt MAryHpF (SSW) 00668000IW 400 i TO - FELLER, SUSAlN T4 ' 0 SAWARG. f SEMI? &W OUF (CO) 8601 244TH Sr SW, UMT TE i P POWER POLE EDVONDS; WA 98206 ' 00868000100500 GIIY POLE FIFENOR, LWKWET J. LIWu WA TER UE-TER 8601 244TH 57 SW, IRdF IF EDMONDS. WA 98206 , WATER VALVE 00568000F00600 MCCORAICK HAM WALTER MAILBOX 3 81/KLVBERLY ANN UDOTY POLE ANCHOR 8603 244TH ST SW, UNIT 2A EDMONDS, WA 98Z06 RRE MDRANT (2 NOZZLE) 0066fi000200100 i TR !!!COTE JOYCE TYPE 1 KGPA SIGN 8603� 44FH ST SW, UNIT 28 EDMONDSS WA 98206 I 00668000200200 3 r FAX, FATIWI ' 8603 244TH ST SW LW 2C $ EDMONOS, WA 98206 00666=200300 ; MUAAWSKI, JlNNA r W 560J 244TH ST SW, LOT 20 '.� EDUGHOS. WA 98206 006680002004W i o KAHSAY, BE7wr 2 10' 8603 2447H Sr SW, LRBT 2E i EDNONU$ WA 98206 ' T 00668000200500 PETFJCR DOUGAS J. 8603 244TH ST 5W, TNR 2F 12- CI WATER EDMONDS, WA 95205 N (TD BE 00668000200WO A84ROC1'✓ED *LAW HUGHES. PAYE 8605 244TH ST SW, UN'!T 3A EDMONDS. WA 98206 00668000JO0100 ' ` SCHA007 RITA A i 8605 24TM ST SW, U,'8T 39 EDUONOS, WA 98206 3 006680003002OG WIBBUTT, 0094 L 9605 244TH ST SW, UNIT 3C EDMIOINDS, WA 98206 00568000300300 ' WILLIAMS, EVCFJIE K 8605 244111 Sr SW, UNIT 30 ' 0' EDMONDS' WA 98206 D0668000300400 MCCLELLIN, JACK r 6505 244FH ST SW, UNIT 3E EDMONDS. WA 98206 00668000300500 I BEN4PFL, THDVAS & 6605 244TH ST SW, UNIT 3F i EDMONDS WA 98206 , � oossfiDOD3ID6Da I I 3 I r i N -L SAIYITARYSEIVER CLEAN OUTS COP REAL !E STATION 1 46227 451.60 F0+850.T, 10L 2 462.47 451.45 10+77.50, 162 3 462.16 451.54 10,1N.50, 14-L 4 45&56 451.95 11+83.86, 10'L 5 458.86 45209 1 11+77.50. 161 6 45&54 45204 11+89.50, FA 7 45& 12 45298 20+7482. 122 6 458M 45122 20+64.50, 1A 9 45&07 4.UO3 20+84.55, 122 10 1 45&12 45112 20+8,CA 16.51 11 457.97 452.12 21+15.67. 121 12 45&D2 453.02 21+1555, I&52 13 458.37 454.09 11+94.53 TOR 14 45&37 454.19 11+99.50, 16'R 15 459.58 454-20 11+B7.44 10 18 461.82 4516 10+94.69, loR 17 461.75 W.7 10+99.50, 16 R 18 462.17 453.78 10+87.48, 14 R .. - W, ,VIA n w w GENERAL NOTES-11ffETZJVER SEIVER DEYFLOPER EXTENSION -X �J u- t�4 171C GAS - -OH SO - -FlA --S$ -w 1. ALL WOM( AND AAO78VS SFALL BE IN ACCORWKE WITH THE CONTRACT OOCUMENTS FOR DEVELOPER COA Ol� OLYAW NEW WATER AND MM? DISIWT (MM), MM OTHERWISE SPEGFXALLY NOTED. WORK AND OF 244M ST. ARID IN E70SIWC OR PROPOSED PUBLIC ROff OF WAY SHALL BE IN ACCORDANCE WITH THE RE WORK AM AlATUN S SOUTH OF THE CENTERfM OF 244TH SE S RAJ. BE IN ACCORDANCE WITH THE R DISINCT (BAD) AND THE CITY OF SHOMJW- IF NOT AOITf MM BY THE AWYE-RETERENCED JURfSOLCIT045 94TERWS SHALL BE IN ACCORGME WITH DIE MOST RECENT EDIIlON OF THE STATn+RO SPEOIr- 1NM1 CONSTRUCTION AS PUBLISHED HY THE WASNWCTCW STATE IMPARIUENT OF MQr,-ORTATXK 2.ALL MATFRMS TO BE RKARPORATED IN THE WYM1K SHALL. BE SUBJECT TO APPROVAL BY OlAw CNIM U4TDdQS FOR REVIEW AND APPROVAL, LWn THE APPROVED MATERIALS L15T AS bHr2 I/CM7JLOM51A'AIERFRLS"DPREZCON/20181041 Z-A? MW-YATF MS-�1-181.POF. IWOW SHILL BE COMPLETED PER THE RE EMiGYD DOW STANDARD DETAIL, AS AYMABLE AT THIS WERSR THE CRANIUM. NTTPS:!/OUIJP1Lti4FRWATiERLFSWOR087EiSCOM/9/QL/IXYUWC-HEW-VTER-SE "-ONSTRICT-SEWER 4.ALL WORK STALL BE SUBJECT TO FULL TLVE 96PECTGY HY THE OVWSO'S DUMMIED INSPECTOR All. 244TH Sr. SHALL BE SUBJECT TO FULL-TIVE RMECTTON BY 71E RWDS DEWMTED INSPECTOR. ALL WW PoClIT OF WAY SHALL BE SUBA:CT TO FULL -ACNE INSPECTION BY THE C0r6S OF EDMONDS AND/OR StIORE P E 5.7HE MIPV4704 STALL ARRANGE A PRECDVSNRUCTKTN CONF00M WITH OVWSO A MBdMUM OF FM V M CONSTRU MN. REPRESEMIATNES OF THE CONNTRACTCYL IIIE DEVELOPER, OYW5b RWD AND THE ams OF INVITED. 6. CONTRACIR SELL RE-NOITFY QVW50 AND RAD A INDIUM OF CHE liME5S DAY PRIOR TO STATITNC CON! THM FACILITIES. 7, LmnouS OF EXIS m uwnES SHOWN ARE APPROXIAM EMMNG URRJES SHALL BE FTEED LOCATED BY TO CO14STRUCDOY. &CONTRACTOR 91AU RETD VERIFY ALL COMECTIOt S TO BUSIWG PIPES FOR PROPER F1TIMdS AND 0E17M 9.ALL SIDE SEWER TEES SIM BE FIELD LOCATED PRIOR 10 SEWER LINE GMISTTU00. 10. DEVELOPER SHALL SETURE SIDE SEWER PERMITS FROM OVWSO PRIOR TO INSTALLING SIDE SEWERS. 11.RE37DRATION OF DaSTINC !MIDWAYS SHALL BE W ACCORDANCE WITH SHE GTIY WITH JURLSA'IMON NO T PERMIT FOR THE SL6XCT KW &TILT! F 1. ECG® 7REQUERa R7x1N E 2 ADJUST 1 AND VALV CONSM Oi. NO E L x � WITwN 07 2�. ;Aft . E7C /���� ASPHALT ? // / ORTH C I �Jj�/,/y �OffilN �iy RESPEL71' l /p OV1�%COI L�� IP 6l From: Griggs, Natalie To: Edmonds Engineering Permits Subject: FW: 244th st short plat I Comment Update Date: Tuesday, February 18, 2020 11:24:08 AM Attachments: image001.png 20200109125037916.pdf Natalie Griggs Engineering Technican City of Edmonds 121 5th Avenue N Edmonds WA 98020 natalie.griggs@edmondswa.gov 425.771.0220 ext 1353 APlease consider the environment before printing this e-mail From: Williams, John <JMWilliams@SNOPUD.com> Sent: Tuesday, February 18, 2020 8:23 AM To: Griggs, Natalie <Natalie.Griggs@edmondswa.gov> Subject: FW: 244th st short plat I Comment Update Natalie, Please let me know if you need anything else. Thankyou John Williams 425-783-4766 From: Peter Paulsen <peterp(@paceengrs.com> Sent: Wednesday, February 12, 2020 1:57 PM To: Williams, John <JMWilliams(@SNOPUD.com> Cc: Cody Gray <CodyG(@ovwater.com>; Marty Henninger <Marty(@ovwater.com>; Mike Mietzner <mikem(@mietznergroup.com> Subject: FW: 244th st short plat I Comment Update Hi John, PACE reviewed the attached power layout and coordinated comments and recommendations with the District. Our comments concerning the proposed layout are as follows: The location of the power as shown with respect to the water is acceptable. There is generally plenty of separation and the minimum is still around 4' where water and power are parallel for less than 20' in the area where the main turns east to connect with the existing. The provided sketch shows power in the north -south run roughly 3 to 4' away from the sewer. We realize that the site is constrained and have considered this situation that provides less than the more typical 5' separation between power and sewer. However, it should also be noted that the sewer is fairly deep in places and we are concerned with loosing backfill over/along the power conduit if the sewer is too close to the power and the main has to get dug up for any reason. The District will therefore require minimum 4' separation between the power and the gas to minimize these issues. The plan in places shows 4' between sewer and power, so this should be achievable. In the event that 4' separation can't be provided, the power trench must be backfilled with CDF with minimum 3' separation (outside to outside) between the sewer and the power. We have not been specifically asked to review the gas location, and you may not even be involved with it, but need to point out that the gas is shown nearly on top of the sewer. Note that the District can't allow the gas to be installed as shown. An alternative is to place it between the sewer and water with 5' separation to each utility. Let me know if you have questions. Thanks. Peter Peter Paulsen, PE I Sr. Project Manager SPACE11255 IdWay I uKirkland, WA 98033 .• p 425.8272014 f. 425827 5043 www.paceenars.com Celebrating 25 Years I Reliable. Responsive. Engineering Solutions. From: Peter Paulsen Sent: Wednesday, February 5, 2020 5:08 PM To: Cody Gray <CodyG(@ovwater.com> Cc: Marty Henninger <MartyPovwater.com> Subject: RE: 244th st short plat I Comment Update Hi Cody, This request (see below e-mail chain ending on 1/29/2020) has been sitting in my inbox for too long and I need to get back to John Williams; Note that we actually looked at this a while back (see below e-mail in blue) and that the original request inquired whether the power layout as provided was acceptable with the location of the water. The bottom line is that the location of the power as shown with respect to the water is acceptable. There is generally lots of separation and the minimum is still around 4' where water and power are parallel for less than 20' as the main turns east to connect with the existing. We should be fine with those conditions. Next sewer; up to this point the question and focus was on power — water separation, and in fact our original plan review and approval was only for the water plans (I believe the sewer was originally reviewed/approved by CHS). In any case, the sketch shows the power in the long, north -south run roughly 3 to 4' away from the sewer. Realizing that the site is very constrained, it is reasonable to consider less than typical 5' separation between power and sewer. However, there could be issues when we have less than the typical 5' separation if the sewer needed to get dug up, especially in the area where the sewer is fairly deep (-12.5'). We would be able to get a trench box in, but the material near the top may slough off, especially with backfill and road material being gravel. We could lose material over the power conduit and along its side if it is too close to the sewer. We would not recommend less than 4' separation between power and gas to minimize issues arising from having a dig -up trench top get too wide. The plan in places shows 4' between sewer and power, so this should be achievable. A separation as little as 3' (presumed outside to outside) may only be something to consider if the power trench gets backfilled with CDF to keep it together. The other, even bigger issue with the plan a shown is the gas line shown nearly on top of the sewer (see earlier e-mail below). The gas line hasn't been brought up/discussed, but we can't have it go in as shown. It could go in between the sewer and water with 5' separation to each utility. Let me know your thoughts before I reply to John. Thanks. Peter From: Peter Paulsen Sent: Friday, January 10, 202010:51 AM To: Cody Gray <CodvGC@ovwater.com> Cc: Marty Henninger <Marty(@ovwater. com> Subject: RE: 244th st short plat / Comment Update Hi Guys, I looked at the attached. 1 am a little surprised that the updated power layout is a year -old redline sketch based on the sewer plan, whereas the previous layout was a CAD drawing that was prepared sometime this last summer. At any rate, there doesn't appear to be any issue with the power (red), but 1 trust that gas (yellow) isn't really going on top of the sewer main? I would hope that the gas is flipped to the other side of the Sewer so that the sanitary can get accessed if needed without tearing through the gas.... Thanks. Peter Peter Paulsen, PE I Sr. Project Manager PACE 11255 Kirkland Way I Suite 300 1 Kirkland, WA 98033 p. 425.827.2014 1 f. 425.827.5043 www.paceenars.com Celebrating 25 Years I Reliable. Responsive. Engineering Solutions. From: Cody Gray <CodyGCcDovwater.com> Sent: Wednesday, January 29, 2020 11:58 AM To: Peter Paulsen <peterp(@paceengrs.com>, 'Williams, John' <JMWilliamsl@SNOPUD.com> Cc: Marty Henninger <MartyPovwater.com> Subject: FW: 244th st short plat I Comment Update HI John, Via this email I am connecting you directly with the District Engineer, Peter Paulsen. He is the one who will give approval. Hi Peter, Please see note from John below... Cody -lee A. Gray Operations Manager Olympic View Water & Sewer District 8128 228th St. SW Edmonds, WA 98026-8449 Office: (425) 774-7769 OLYMPIC VIEW From: Williams, John <JMWilliamsl@SNOPUD.com> Sent: Wednesday, January 29, 2020 9:42 AM To: Cody Gray <CodyG(@ovwater.com> Cc: Marty Henninger <Martyl@ovwater.com> Subject: RE: 244th st short plat I Comment Update Cody, Sorry for not get back to you sooner. The drawing attached is from the developer and shows the current location of power conduit. The PUD's underground drawing will be as built to reflect what was installed by the developer. The developer was required to follow the PUD standard of 3' separation from any water or sewer when running parallel and 1' separation when crossing over any water or sewer. Please let me know as soon as you can that you approve of this so I can pass it along to the City of Edmonds. Thankyou John Williams 425-783-4766 From: Cody Gray <CodyG(@ovwater.com> Sent: Tuesday, January 21, 2020 9:23 AM To: Williams, John <JMWilliams(@SNOPUD.com> Cc: Marty Henninger <MartyPovwater.com> Subject: RE: 244th st short plat I Comment Update Hi John The plan changed from what was originally submitted. Which plan is being used? Please see comments from Engineer in the attached email. Thank you, Cody -Lee A. Gray Operations Manager Olympic View Water & Sewer District 8128 228th St. SW Edmonds, WA 98026-8449 Office: (425) 774-7769 From: Williams, John <JMWilliams(@SNOPUD.com> Sent: Tuesday, January 21, 2020 8:55 AM To: Cody Gray <CodyG(@ovwater.com> Cc: Marty Henninger <Marty(@ovwater.com> Subject: FW: 244th st short plat I Comment Update Cody, Any update on this? Thankyou John Williams 425-783-4766 From: Williams, John Sent: Thursday, January 9, 2020 1:38 PM To: 'Cody Gray' <CodyG(cDovwater.com> Cc: Marty Henninger <Marty(@ovwater.com> Subject: RE: 244th st short plat I Comment Update Cody, Please see attached document from the developer, Let me know if you need anything else from me. Soon as you approve of the PUD underground design let me know so I can pass it along to the city of Edmonds. Thankyou John Williams 425-783-4766 From: Cody Gray <CodyG(@ovwater.com> Sent: Thursday, December 26, 2019 8:22 AM To: Williams, John <JMWilliams(@SNOPUD.com> Cc: Marty Henninger <Marty(@ovwater.com> Subject: RE: 244th st short plat I Comment Update Hi John, Please see engineer comments, once addressed we can give approval. "1 did overlay a portion of approved Water Plan (screened back in gray — see attached) on the Power Plan layout. The water shown on the power install is almost exactly the some. The only difference is that they missed two bends and are showing a ninety (see clouded info). This is also the one area where we have a conflict with power being exactly on top of the water." Thank you, Cody -lee A. Gray Operations Manager Olympic View Water & Sewer District 8128 228th St. SW Edmonds, WA 98026-8449 Office: (425) 774-7769 OLYMPIC VIEW '§__W� From: Williams, John <JMWilliams(@SNOPUD.com> Sent: Monday, December 23, 2019 4:09 PM To: Cody Gray <Cod�G(@ovwater.com>; Marty Henninger <Marty(@ovwater.com> Subject: RE: 244th st short plat Hi Cody, I was wondering if you have looked at this yet? Thankyou John Williams 425-783-4766 From: Cody Gray <CodyG(@ovwater.com> Sent: Wednesday, December 11, 2019 10:05 AM To: Williams, John <JMWilliams(@SNOPUD.com>; Marty Henninger <Mart)t(@ovwater.com> Subject: RE: 244th st short plat 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 John, I will follow up with our design review engineer to see where this is at on his radar. Cody -Lee A. Gray Operations Manager Olympic View Water & Sewer District