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ENG2021-0352 ROW PERMITOF WAY EUC PERMIT PERMIT NUMBER City of Edmonds EdmondsRIGHT 98020 1 1 www.cityofedmonds.gov Description: PUD-REPLACE 9 BAD ORDER POLES ISSUED: 06/03/2022 Address: 9829 CHERRY ST EDMONDS WA 98020-2338 EXPIRES: 12/03/2022 rmit Type: RIGHT OF WAY EUC Permit Subtype: STANDARD Parcel Number: 00475600000100 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 NICKOLSON B BRUCE & ELAINE M NICKOLSON FAMILY TRUST, 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 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 06/03/2022 :»•>/F9:1H ]1 DATE Printed: Friday, June 03, 2022 12:27:22 PM 1 of 2 -KRWOF WAY EUC PERMIT City of Edmonds •:• •ENG2021-03,15 www.cityofedmonds. ov/425.771.0220 CONDITIONS CONDITION TYPE ALERT RESIDENTS ALERT AFFECTED RESIDENTS AND OR BUSINESSES PRIOR TO WORK START. 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. MAINTAIN EROSION AND SEDIMENTATION CONTROL PER CITY AND SWMMW STANDARD ESC REQUIREMENTS REQUIREMENTS. 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 from the HOLD HARMLESS issuance for this permit. Issuance of this permit shall not be deemed to modify, waive or reduce any requirements of any City ordinance nor limit in any way the City's ability to enforce any ordinance provision. SCHEDULE REQUIRED INSPECTIONS AS NOTED THROUGH MY BUILDING PERMIT. INSPECTIONS www.mybuildingpermit.com POTHOLING VERIFY CLEAR BORE CROSSINGS. RESTORE LANDSCAPE Restore landscape to like or better conditions Sound or 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 AND 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 and activities must comply with the noise limits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120. 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 A-1 JOB START X-2 ENGINEERING FINAL** E-7 TRAFFIC CTRL Printed: Friday, June 03, 2022 12:27:22 PM 2 of 2 E N G2021-0352 of EDM041.� RECEIVED RIGHT OF WAY CONSTRUCTION AUG 19 2021 PERMIT APPLICATION Complete and submit this Application in accordance with the Submittal CITY OF EDMONDS /'1'c. i s`0 Requirements outlined in Right -of -Way permit Handout E6�. DEVELOPMENT SERVICES DEPARTMENT If any field is not applicable to your project, write "N/A' instead of leaving blank. All fields required. Incomplete Applications will be denied. SECTION A General Info Project Name Replace Depreciated poles in City of Edmonds Site Address or if no site address use Property Address at NW corner of project area: Various Locations Associated Permits: BLD PLN ENG Owner and Entity Holding Franchise (if applicable) Name of Company Snohomish County PUD # 1 Franchise Ordinance No: Point of Contact Andrea Nelson Title Lead Designer Address P.O. Box 1107 city Everett State WA zip 982o6 Phone 425-512-3526 Email ajnelson@snopud.com Contractor and Authorized Agent of Owner Name of Company Sallie as above. (see note below) Contractor Contacts During Construction Primary Name Agent Name Title Title Mobile Address Email City State Zip Secondary Name Phone Title Email Mobile City of Edmonds Business License No: Email State License No: 313-005-741 a Contractor verifies it is currently bonded Contractor verifies it currently has general liability insurance NOTE: ECDC 18.6o. o2o requires that the Application be signed by a licensed and bonded contractor unless otherwise approved by the city engineer. ❑ Multifamily residential ❑ Commercial ❑ City project ❑ Single family residential subdivision ❑ Single family -other ❑ Industrial ❑ Demo and rebuild or from vacant land? ❑ Other, please specify: ❑ Utility Franchise Work associated with development (check one of the above boxes as welt ❑ Traffic Control Only (no associated development) iNUtility Franchise Work (no associated development) City of Edmonds ROW construction permit Application --Page 1 of 3 Updated 3/25/2021 Include an overall narrative description of the proposed work. Be specific and detailed: Describe infrastructure to be impacted, such as, poles, wires, conduit, utility mains, etc. Include whether this is construction, maintenance, or repair. Include description of proposed construction methods, (e.g., bores, trenches, overhead wires proposed, depth for underground utilities, etc.) Replace (9) Depreciated poles in City of Edmonds. wo# 100002o63, sheet 2 & 3 Tree Trimming needed in various spots Communications on poles are Comcast and Ziply RIGHT-OF-WAY CLOSURE AREA TOTAL DURATION (Number of Months) Sidewalk 72 hours + LF I x LF SF Alley 72 hours + LF Ix I LF SF Parking 72 hours + LF Ix I LF SF SECTION B - If you are not a utility company performing work in the City ROW, skip to SECTION C. 1. The work in the right of way is on or for the following type of facilities: ❑ telecommunications ❑ cable iN power ❑ gas ❑ water ❑ sewer ❑ storm Details of Work to be Completed 1. Does the utility owner have existing overhead infrastructure in the area of work? Yes x No 2. Will any equipment be added underground or above ground (e.. pedestals, vaults, etc.)? X If yes, describe: install peds where needed. Replace UG primary cable where needed. 3. Does the proposed work connect a lot or commercial development with utilities that serve more than one lot or commercial development? X 4. Does the work involve rebuilding or relocating an existing aboveground utility system which connects a lot or commercial development to an existing underground common utility stem? X 5. Does the work involve proposed additions to an aboveground utility stem? If es: x Are the additions for the purpose of serving new commercial development? Are the additions for the purpose of serving a single-family residential subdivision? Details of Work to be Completed Yes No 6. Does your project involve rebuilding or replacing utility equipment which currently serves more than one lot or commercial development? If yes, answer the following questions related to project area, i.e. the actual area in which the X project is proposed: 6a. Does your project involve wires/cables/lines? If yes: X How many are existing? I I How many are to be added? NONE City of Edmonds ROW construction permit Application --Page 2 of 3 Updated 3/25/2021 6b. Does your project involve poles? If yes: X How many poles are existing in the project area? 9 What is the height of the existing poles? 45 How many poles are to be removed? 9 Are additional poles to be laced? X How many? I I What is the height of the additionalpoles? 6c. Are any poles to be modified/rebuilt/replaced? If yes: X How many? 1 9 1 What is the height of the poles after? same Describe the modification rebuild: replace existing SECTION C Traffic Control and Public Safety. 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. Restoration shall 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. Insurance. The City may require the owner or contractor to provide proof of insurance acceptable to the City prior to any permit approval. Indemnification. The Applicant agrees to defend, indemnify, and hold harmless the City of Edmonds, its officials, officers, employees, and agents against any injuries, damages, or claims of any kind or description whatsoever, foreseen or unforeseen, including defense costs and attorney fees, resulting directly or indirectly from any act or omission of the Applicant, its subcontractors, anyone directly or indirectly employed by them, and anyone for whose acts or omissions they may be liable, arising out of, related to, or by reason of the granting of this permit; and specifically including but not limited to all loss by the failure of the Applicant to fully or adequately perform, in any respect, all authorizations or obligations under the permit. These indemnification requirements shall survive the expiration, revocation, or termination of any resulting permit approval. Acceptance of terms, conditions, and requirements. Applicant accepts the terms, conditions, and requirements set forth in this Application and agrees they apply to any resulting permit and shall comply with them to the satisfaction of the City Engineer. Applicant further agrees to comply with the conditions listed on the Submittal Requirements; with all applicable city ordinances, including but not limited to ECDC Title 18; and with all applicable requirements of state and federal law. Statement of Applicant. I declare under penalty of perjury under the laws of the State of Washington that: I am a licensed and bonded contractor; the information provided herein is correct and complete; and I am authorized by owner to act on its behalf and have authority to bind the owner to this application. Fees. The Applicant is responsible for all permit fees. APPLICANT SIGNATURE: Andrea Nelson DATE: 8/18/2021 APPLICANT PRINTED NAME: Andrea Nelson APPLICANT TITLE: Lead Designer NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE City of Edmonds ROW construction permit Application --Page 3 of 3 Updated 3/25/2021 CONSTRUCTION NOTES: ©PLI* 121 SET 45' CL2 P 1' S AS STAKED FRAME ASSY (12V111) 1 PHASE VERT DE RMV 25KVA OH XFMR DIST" 25-13906 SER* HANG NEW 15KVA OH XFMR & 8A FU (12VG01,BA21L, E1008) DIST" SER* VOLT ------- /------- /------- INSTL 3"SEC RISER ASSY (1U705)& PLUMB INTO EX RUN 80'OF 350KCM FROM POLE TO EX PED (C1204) CNCT SEC SVCE TO PED STRIP, TOP ,& ENFORCE POLE ATTACHMENT AGREEMENT OPOLE IC-9, PLI* 120 SET 50'CL1 P G'SE AS STAKED - 10'OFF TRAVEL LANE FRAME ASSY (12F308)3 PHASE DE W/ 3 PHASE BUCK FRAME ASSY (12V115)1 PHASE END OF ARM TAP -WEST FRAME ASSY (12V115)1 PHASE END OF ARM TAP_NORTH INST NEUT-SVCE INSUL (I0102) INST (2) 3/8" GUY WIRES TO POLE W AND NW (00202) RESTENCIL POLE IC-9 STRIP, TOP ,& ENFORCE POLE ATTACHMENT AGREEMENT OPOLE ICA-1, PLI* 135 SET 45' CL 2 P 1' SE AS STAKED FRAME ASSY (12F303)3 PHASE TANGENT ©PLI* 177 SET 35' CL2 P 1' SE AS STAKED INSTL NEUT-SVCE INSUL (I0102) INSTL 3' SEC RISER ASSY (FO106) RUN 25'OF 350KCM POLE TO PED (C1204) RE-CNCT EX UG SEC SRVCS XFR OH SEC SRVCS STRIP, TOP,& ENFORCE POLE ATTACHMENT AGREEMENT ®PLI* 175 SET 45'CL2 P 4'SE AS STAKED- 10'OF TRAVEL LANE FRAME (12VIOD 1 PHASE VERT TANGENT INSTL NEUT-SVCE INSUL (I0102) RMV 37KVA OH XFMR DIST* 37-6931 SER* HANG NEW 25KVA OH XFMR & 8A FU (12V601, BASIN, E1008) DIST* SER* ------------- VOLT ------- /------- /_______ REPLACE SM PED (VO101)AT BASE OF POLE W/ (3)4-POS TERM BAR (T1522) RUN 35'OF 350KCM FROM POLE TO PED (C1204) XFR (2) EX ON SEC SRVCS STRIP, TOP,& ENFORCE POLE ATTACHMENT AGREEMENT RMV 50KVA ON XFMR - PUD TO ENFORCE POLE ATTACHMENT DIST* 50-3458 AGREEMENT. SER* HANG NEW 15KVA ON XFMR & 6A EU (12F601,BA21L,E1006) - PUD IS RESPONSIBLE FOR ENSURING THAT THE DIST° OLD POLES ARE REMOVED. SER*---_------ VOLT INST (1) 3' SEC RISER ASSY (1U705) SET SMALL PED (VO101)AT S BASE OF POLE W/ (3)4-POS TERM BARS (T1521) RUN 35'OF 350KCM POLE TO PEI) (C1204) CONNECT EX UG SEC REPL 6'ST LT ARM (LO502) XFR ST LT HEAD *SL-106544-A RESTENCIL POLE ICA-1 STRIP, TOP,& ENFORCE POLE ATTACHMENT AGREEMENT OO PLI* 137 STRIP,TOP,& ENFORCE POLE ATTACHMENT AGREEMENT PLI* 136 REDUCE TENSION SOUTH PRI & NEUT IF NEEDED 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. SCHEMATIC QQ�J� ? BE —RE. T-= tip yopti0 OJv 25 * p UG JOB (3) *4 CU SOLID PRI & �F yam,," (1) *4 CU SOLID NEUT 0- 5 CHERRY ST u 3 MPL 50 12-345 FU25 1 2 3 UG 37 C7 ro CKT MPL � 12-345 25 �Op Q y00� 37 '��OJ�Jy ❑1 '1� �60 L1\1� 115 CKT 3 I T I MPL W I 12-345 CD Z O (n SCHEMATIC AFTER, NTS SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. ENGINEERING DIVISION RESUB APPROVED AS NOTED 'W,I May 17 2022 JP11 1L1,,,,,44.g 05/27/2022 CITY OF EDMONDS VV DEVELOPMENT SERVICES DEPARTMENT UG (3) *4 CU SOLID PRI & (1) *4 CU SOLID NEUT CHERRY ST FU25 37 UG C3TK 12MP OVOQQQ �o *6�c J�O ' �a0 121 r i �fl 25-13906 829 i 411 i i 9028 G2458 M p 19017 823 (D 819 `. h 3, 723 P G2661 _8 FU25 CHERRY ST 711 715 442 3- 50- 59 E-01 9 1621 600 1523 551 0 -349027 A- 133 1535 y 1 541 FU25 m 531 spa -$ 6 ' 1 37-8216 1521 © 177 1515 70 �Iff 30 4 5 1 Q 25-390572 2460-D N��\ 175 1520 37 6931 �0 A LAYOUT 1510 NORTH ,��� 1506-M-GDG 1" = 100' �O\ 120 135 IG9 0 5G3458 I 136 I �15-11652 437 � 25-57 G1913 438 � 31-3631 � IG41 I SL-2470-D 5 -275543 SL-]06544 1 4 I SL-2469-D 50-3635 9824 it I 818 w 416 9830 9826 I 826 �# 722 0 4240901 45008 9106 SL-2418-D 1620 � 50-38220 AL-662E-Y 114 414 9622 820 P 1561 w0 100002063 - TASK 0030 SCALE 1" = too' DFTR CHKR a ENGR MARK BABB APVD DATE 5/5/21 _ ■ 0 2 OF 3 SCHEMATIC BEFORE.NTS SCHEMATIC CONSTRUCTION NOTES: ®PLI# 226 SET 35' CL2 P 1' N AS STAKED, SET 6.5' DEEP INSTL (D 8' SNGL HLX AHR W, L=5 (AO10D INSTL (ll 3/8" DG IN SPAN GUY POS TO AHR (G0113) INSTL (1) 3/8' SPAN GUY IN DO POS TO POLE COMP #4-162926 INSTL NEUT-SVCE INSUL (I0102) XFR OH SEC SRVC STRIP, TOP,& ENFORCE POLE ATTACHMENT AGREEMENT OPOLE TJD-1, PLI# 234 SET 45' CL2 P 5' S AS STAKED, SET 7' DEEP FRAME ASSY (12V101) 1 PHASE VERT TANGENT INSTL NEUT-SVCE INSUL (I0102) RMV 50KVA OH XFMR DIST# 50-1327 SER# HANG NEW 25KVA XFMR OH XFMR @ SA FU (12V601,BA21N, E1008) DIST# SER# VOLT ------ /------ / INSTL 3" SEC RISER ASSY OU705) INSTL SMALL FED (VO101) AT BASE OF POLE W/ (3) 4-POS TERM BARS (T1521) RUN 35'OF 350KCM POLE TO RED (C1204) RE-CNCT EX UG SEC SVCES XFR (1) EX OH SEC BUS RESTENSIL POLE TJD-1 STRIP, TOP,& ENFORCE POLE ATTACHMENT AGREEMENT OPLI# 199 SET 45' CL2 POLE P N AS STAKED, SET 7' DEEP FRAME ASSY (12V101) 1PHASE VERT TANGENT INSTL NEUT-SVCE INSUL (I0102) RMV 37KVA OH XFMR DIST# 37-10084 SER# ---------- HANG NEW 25KVA OH XFMR & 6A FU (12V601, BA21N, E1006) DIST#_____________ SER# VOLT ------ /------ /------ INSTL 4'ARM (LO501) XFR ST LT HEAD #SL-130226-A INSTL 3" SEC RISER ASSY OU705) SET SM PED (VO10D AT BASE OF POLE W/ (3) 4-POS TERM BARS (T1521) RUN 35'OF 350KCM POLE TO PED (C1204) RE-CNCT EX UG SEC SVCES XFR (2) OH SEC SVCES STRIP, TOP,& ENFORCE POLE ATTACHMENT AGREEMENT OPLI# 239 SET 45'CL2 P 10'S AS STAKED, SET 7'DEEP FRAME ASSY (12F203) 2 PHASE FLAT TANGENT INSTL NEUT-SVCE INSUL (I0102) RMV 37KVA OH XFMR DIST# 37-3949 SER# ------------ HANG NEW 15KVA OH XFMR & 6A FU (12F601, BA21L, E1006) DIST# SER# VOLT ------ /------ /______ INSTL 2" PRI RISER ASSY & 65A FU (1U705, E1065) PLUMB 2" RISER INTO EX 2" CONDUIT INSTL 3" SEC RISER ASSY OU705) SET SM PED (VO10U AT BASE OF POLE W/ (3) 4-POS TERM BARS (T1521) RUN 35'OF 350KCM POLE TO PED (C1204) -REPLACE B/O CABLE- SEE UG# 2156 WO# 100076337-0060 RE-CNCT EX UG SEC SVCES XFR (2) OH SEC SVCES STRIP. TOP.& ENFORCE POLE ATTACHMENT AGREEMENT RESUB May 17 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT j 2) #4 CU SOLID PRI & (1) #4 CU SOLID NEUT (2) #4 CU SOLID PRI & (1) #4 CU SOLID NEUT CKT 25 12R 3 25 FU40 PRV W 2-93 W 3i Q FU65 UG> Q FU65 UG 15 W 2 25Q UG > � = 25 Q FU15Z FU15 Z 75 � 75 25 (V MPL (i) #4 CU SOLID PRI & (1) #4 CU SOLID PRI & 12 N(ll #4 CU SOLID NEUT(1) #4 CU SOLID NEUT UG 50U65 25 FU65 FU65 UG UG FU65 25U100 FU65 25 FU100 FU100 25 —15 12 FU65 190TH ST SW FU15 (11) #2 ACSR PRI & Fuss (3) 336KCM PR[ & (U #2 ACSR NEUT 12 190TH ST SW FU15 w #z ACSR ACSR PRI& 3 (U 3/0 AAC NEUT 3 (3) 336KCM PRI & (1) 3/0 AAC NEUT 37 121-21/ 6 = 04 18723 18727 18728-M !� QI E-44676 E- 481 18726 SL-3010-D 3 125 SL-2984-D 1 363626 p�j 1 500-1 37-11483 15221294 1 gg � 11 3123 Q L205985 21903 R 4162926 226 1 P E-04687 8732 FU40 �6 188TH ST SW I 18810 1 18805 1 3 18802 21-21/1 I P 811 1 E 482 SJ 25 762 1 -2 -________ A-14924 6S � I 18806 167-308086 037-3949 1 I h1j1302 FU25 m 2703 18804 239 ( 116 E-14552 37-394719 41 E-19481 � FU65 18822 25- 3 18825 1/14 18808 _ - - - - — 1 18815 18821 4191607 �I Q O 18823 18829 18902 P 1 SL-249 - 18810 SL-2493-D 0 N 18829 25-10179 O7 1 343 F 8812 4138 3-1 3-104 � 18906 8902 1 18901 18909 7Q I 1 18909 117 _ 75-84 �i 4-130 18908 2961 _ FU65 1 SL-2535-D 3 1891 i1D-1 M12524 18915 234 18911 221 241 209 © ''b— 1 N65 - - - - —-- -- 189TH PL S - - - S E-48537 309 1 I 21g9T ST Z 8920 - 8924 1 16922 18921 313 L-2491-0 12 5 FU65 SL-2OD D X 2 -19829 274771 205930 0 25-2411 0 62 SL-2492-D 1 FU100 < 18919 �f 4205929 4136 P 4140 0 25-17328 202 FU65 I FU15 CAP 4811 II P 4157887 i� _. G2425 LAYOUT N 2v14', �I 322 1" = 100' NORTH ®J�ve P 6 � 19107 19B I 267522 I 15-394878 1 9024 4 1 1 1.0 �O P 99 T 31-10084 11� U SL 1 SL 130226-A � 1 � � 1 Q 1 S I O, WO 100002063 TASK 0030 SCALE 1" = 100' DFTR CHKR ENGR MARK BABB APVD DATE 5/5/21 NOTES" 1. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15). 2. SIZE THE BELOW GRATE INLET DEVICE (BGIO) FOR THE STORM WATER STRUCTURE IT WILL SERVICE. 3. THE BGID SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 4, THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BCID WITHOUT SPILLING THE COLLECTED MATERIAL. GRATE- 5- TRIM CEOTEXTILE FRAME OVERFLOW BYPASS SEDIMENT AND DEBRIS SECTION ISOMETRIC TYPICAL DRAIN INLET PROTECTION DETAIL NTS 3" TO 6" TRENCH FLOW _STAPLE!, TYP SECTION �-A-�A POINTS "A" MUST BE HIGHER THAN POINT "B" STAPLES SHALL BE PLACED TO ENSURE THAT WATER FLOWS OVER THE WHERE THE UNITS OVERLAP DIKE AND NOT AROUND THE ENDS AND IN THE CENTER OF THE 7' UNIT AS SHOWN ON THE DIAGRAM POINT "A" POINT "A" POINT 'B" STP LES, TP -- IF_ I_ II III � I I — SECTION 8— SILT DIKE UNIT—Q) 7' SECTIONS TYPICAL MULTIPLE TRIANGULAR SILT BARRIER DETAIL. NTS rSTEM SS STAKE BALES TO MAINTAIN - POSITION AS REDD. PROVIDE 2 STAKES PER BALE 2 k=1 SHALL ABUTT SO THERE STRAW BALES WRAPPED W/FILTER FABRIC MATERIAL _'K' ENTRENCH AND BACKFILL BOTH SIDES OF STRAW BALES W/OUARRY SPALLS 1'-0" MIN FREEBOARD -J TYPICAL STRAW BALE BARRIER DETAIL NTS LLL v^I IVr. GRAVEL SHOLDER DIRECTION OF SLOPE SLOPE VAIREES1/11TO 11/2 HTEREUTT SEOOGE5 ONO r� �� ROAD SURFACE POLA EC E IV E D VIFIALlER FABRIC MATER AL AUG 19 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PLAN VIEW WIRE FASRIC— FILTER FABRIC NEWLY GRADE( OR DISTURBED SIDE SLOPE BACKF ILL— AND COMPACT SILT FENCE DETAIL NTS EROSION AND SEDIMENTATION CONTROL BEST MANAGEMENT PRACTICES The Slate, and local governmental agencies, require prevention, control and/Or treatment of stormwaler in order 10 Prevent impocls l0 water bodies Or adjoining properties. Sediment is considered o potbton, under stole and local tow, and must be prevented from entering woler bodies. The sill lance, triangular silt dike, inlet drain protection and ground cover details included in this guideline Ore intended 10 help ensure that no sediment from a District pro'ecl couses pollution in locolwolers. These were developed from the Sloe of Washington Deportment of Ecology Slormwoler Management Monuol OM various Slate and local governmental agency manuals and standards documents. For further detail or questions, contact the Project Engineer for the qqpp being worked Or the District's Environmental Affairs Deportment al <425) 783-4441, NARRATIVE OF THE 12 ELEMENTS OF TESC BMP Element -1-Mork Cleaitg Li its' Point can be used to mark approximate locolions of bore pits of as Otherwise Shown on Engineer's drawing. Element-2-Estabish Construction Access: N/A. Work is along County road & right of way. Element-3-Conlral Flow Rates: N/A. storm water runoff volume, velocity & peak flow not changed. Eta is ■4-Inslas Sed+neM Contralsr Silt lance or straw wallies to be used as necessary or remove loose sots. Element ■5-Slobiise Soils: Soistob3:otion by mulching or covering. Ell rrnen1-6-Prolecj Slopes: Protect slopes by mulching or covering. Element -?-Project Oros Inlets: Propose inlet fliers as necessary for nearby storm droins. Eta 0 1-8-Sloblse Cnor-lets and Outlets' N/A. Not using conveyance channels. Element-9-Contra Polulants. Allvehicies & equipment wllbe inspected regularly 10 detect leaks or Spills & to identify maintenance issues to prevent leaks or spas. Eta he I ■10-Contra 0"olvinfli Smol volumes anticipated.011e disposal by o voclor truck. Eta rrisna ■11-Mointoin 811P's: All TESC BMP's shoebe monitored, moinloined, & repaired to assure proper per lormonce. Ell 0 a-124Mfji the Project: Propose to minimize the extent & duration OI the exposed area & emphOSiS On erosion & sediment control. u� MAINTENANCE OF SILTATION BARRIERS Siltation barriers shall be inspected immediately offer each rainfall and at least doily during prolonged rainfall. Close attention ahol be paid to the SECTION Clkes.Necessary re airs orr replacement oaba�QrsnShOldbecaccomplishedh promptly. Sediment deposits mst be removed when the level at deposition reacnes approximately One hall the height OI the barrier. An r sediment deposits remoinin? in place after the siltation barrier is no longer required Shall be dressed 0 conform t0 the existing grade, prepared and seeded, POLE SETTING DETAIL TREOUARE Dkuki ION PREVENT )OILS YTPASHI ,JEGTAVYD EO STINY ASPHALT �_O:I PTIVEMENT AVERAGE 6.5'HOLE IN DEPTH NATIVE SPOILS USED TO SET POLE STORM DRAIN PROTECTION OPTIONS L Place filter fabric under grate: weight down edges of fabric beyond grole with clean grovel. 2. On unpaved roods buld fabric fence around Tole. burying fabric about 6 inches below grole On upstream side, in gravel-Illetrench. 3. On paved loods.ploce concrete blocks around grole and surround with Clean grovel, up to 18 inches out from grate. 4. Cover grole with wire mesh, then flier fabric, then 12 inches of clean gravel, r extending 18 inches out from grate. HYDROSEEDING GENERAL NOTES WC 100002053 1. Construction acceptance wllbe subject to o wel established ground Cover that fulfils the requirement of the entity with jurisdiction over the job. TASK 03 2. All disturbed areas outside Of the Crushed rock Shoulder Shollbe seeded with O perennial ground cover grass to minimize erosion. Grass seeding wilbe done using on approved hydroseeder or by hand seeding and plOCemenl of Straw mulCh (2- man depth) as approved by the entity With jurisdiction over the restoration of the shouters. Dislurbed areas which wb not be h drOseeded immediolely should hove 2-inches OI straw spread on hem to prevent erosion. SCALE NTS DFTR CHKR 3. Preparation of sueloce: All areas to be seeded shoo be cultivoled to the satisfaction of the district's inspector. This is to be accomplished by discing, raking, harrowing or other acceptable means. ENGR A. NELSON APVD 4. Immediately following finish grodinggpermonenl vegelolion shol be applied as required by the appropriate governmental agency as follows: DATE 2/12/21 Snohomish County Mix 20% Annual Re 40% PerernioI Rye 40% PI Dutch While Clover Mulch Role - 1500 Lbs/ocre Fertilizer Role (10-20-20) - 400 lbs/acre Seed mix role - 80 lbs/ocre EROSION �r SEDIMENTATION 5. Speciolplonlings and seed mix may be required for biolllralion swales, drainage ditches, and constructed or restored Welland areas. Contact the appropriate governmenjologency lot Special requirements, CONTROL FOR RED it ,IsSNG EW 1 LANE CLOSURE ON A TWO-LANE LOW -VOLUME ROAD (ONE FLAGGER OPERATION) W20-1 'X IxEIO I u W20-4 nwo u[1p W20-7A SPEED LIMITA. SPACINGGNBUFFER B,C IF T) (FT) 25 200 55 30 200 85 35 350 120 40 350 170 45 500 220 50 500 280 55 500 1 335 )A 120-4 LANE CLOSURE ON (TWO FLAGGEI W20-1 m uEm u W20-4 �m o .EW m W20-7A _'sr A TWO-LANE ROAD t OPERATION) k G20-2A tOPT10NAL1 O 83L ,�gQoj1 F W W cr F_ O Opppp���� �,, l t/1 O O <E-C20-2A .oionc L (OPTIONAL) SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM nu�? �E* � SPACING NG A. B.0 IF 13 BUFFER (FT) 25 200 55 30 200 85 35 350 120 40 350 170 45 500 220 50 500 280 55 500 335 D-4 UPI WO 100002053 TASK 03 $ SCALE NTS $ DFTR LEGEND, CHKR O CHANNELIZING DEVICE r FLAGGING STATION ENGR A. NELSON e PORTABLE SIGN AND SUPPORT FLASHING RECEIVED ®® WORK VEHICLE WITH LIGHT DATE DATE 2, 12,21 ®® 1ORK OR VEHICLE NUATOR TRUCK -MOUNTED ATT (TMA)H ENGINEERING DIVISION AUG 19 2021 _ WORK AREA APPROVED AS NOTED TRAFFIC A 8 R WARNING SIGN '' CONTROL II,, ^1di WQ✓...7r,44Z 05/27/2022 CITY OF EDMONDS PLANS Vill DEVELOPMENT 5 HIGH LEVEL WARNING DEVICE SERVICES DEPARTMENT 8 TCP