Loading...
ENG2022-0070 ROW PERMITRIGHT OF WAY EUC PERMIT PERMIT NUMBER City of Edmonds -0070 www.cityofedmonds.gov• • Description: COMCAST TIE INTO SPLICE CASE AND OVERLASH ISSUED: 03/21/2022 Address: 23402 76TH AVE W EDMONDS WA 98026-8800 EXPIRES: 09/21/2022 rmit Type: RIGHT OF WAY EUC Permit Subtype: MINOR Parcel Number: 00576700003202 i NAME TYPE NAME ADDRESS PHONE APPLICANT TERESA STEMLER 410 VALLEY AVE NW, PUYALLUP WA 98371 (425)770-0020 CONTACT MANNIE GOLDEN 406 PORTER WAY PORTER WAY, MILTON WA 98354 (253)922-2787 CONTRACTOR CANNON CONSTRUCTION INC 406 PORTER WAY, MILTON WA 98354 (253)248-1052 OWNER KENNETH H & FENG CHIE CHANG 600 N 85TH ST C101, SEATTLE WA 98103 FEE INFORMATION DESCRIPTION AMOUNT PAID CITY TECHNOLOGY FEE CHARGED PER PERMIT $40.00 $40.00 ENGINEERING INSPECTION FEE $110.00 $110.00 RIGHT OF WAY MINOR - EUC PERMIT FEE $110.00 $110.00 • 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 03/21 /2022 RELEASED BY DATE Printed: Monday, March 21, 2022 12:59:45 PM 1 of 2 -KRWOF WAY EUC PERMIT PERMIT NUMBER City of Edmonds www.cityofedmonds.gov• • 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. ESC REQ Maintain erosion and sedimentation control per City and SWMMW standard 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/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. 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 E-7 TRAFFIC CTRL X-2 ENGINEERING FINAL** Printed: Monday, March 21, 2022 12:59:45 PM 2 of 2 OF Wjtjo RECEIVED 0, RIGHT OF WAY CONSTRUCTION FEB 23 2022 PERMIT APPLICATION Complete and submit this Application in accordance with the Submittal CITY OF EDMONDS 71'C. s'ae Requirements outlined in Right -of -Way permit Handout E6,,iDEVELOPMENT . 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 • Project Name T31D - NONE - WALYDOOT00 2X4 Site Address or if no site address use Property Address at NW corner of project area: 23402 76th Ave W Edmonds, WA 98026 Associated Permits: BLD PLN ENG Owner and Entity Holding• .• Name of CompanyComcast Cable Communications Management Franchise Ordinance No: Point of Contact Teresa Stemler Title Permit Coordinator Address 1525 75th St SW, Ste 200 City Everett State WA Zip 98203 Phone 425-770-0020 Emailteresa stemler@comcast.com Contractor and Authorized Agent of Owner Name of Company Cannon Construction (see note below) Contractor Contacts During Construction Primary Name Agent Name Mannie Golden Title Title Permit Coordinator Mobile Address 406 Porter Way Email City Milton State WA Zip 98354 Secondary Name Phone 253-922-2787 ext 291 Title Email mgolden@cannonconstructioninc.com Mobile City of Edmonds Business License No: Email State License No: CANNOCL791 JK 0 Contractor verifies it is currently bonded 0 Contractor verifies it currently has general liability insurance NOTE: ECDC18.6o.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 well) ❑ Traffic Control Only (no associated development) • Utility 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.) -TIE INTO EXISTING SPLICE CASE SP.WALY.0199. SPLICE INTO EXISTING CASE MX0032.WALY (SP0053.WALY) ADD NEW 24 CH MUX - PLACE (1) NEW 48CT FIBER STRAP. UPGRADE EXISTING PIGTAIL TO 12CT FIBER. UPGRADE EXISTING NODE TO 2X4 RPHY RIGHT-OF-WAY CLOSURE AREA TOTAL DURATION (Number of Months) Sidewalk 72 hours + LF x LF SF Alley 72 hours + LF x LF SF Parking 72 hours + LF x 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: n telecommunications ❑ cable ❑ power ❑ gas ❑ water ❑ sewer ❑ storm Details of Workto be Completed 1. Does the utility owner have existing overhead infrastructure in the area of work? Yes X No 2. 1 Will any equipment be added underground or above ground (e.. pedestals, vaults, etc.)? X If yes, describe: 3. Does the proposed work connect a lot or commercial development with utilities that serve more than one lot or commercial development? 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 system? X 5. Does the work involve proposed additions to an aboveground utility system? 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 6. of • to be Completed 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 project is ro osed: Yes No 7.1 Does your project involve wires/cables/lines? If yes: How many are existing? I I How many are to be added? City of Edmonds ROW construction permit Application --Page 2 of 3 Updated 3/25/2021 6b. Does your project involve poles? If yes: How manpoles are existingin the project area? What is the height of the existingpoles? iii How manpoles are to be removed? Are additional poles to be laced? How many? I I What is the height of the additionalpoles? 6c. Are any poles to be modified/rebuilt/replaced? If yes: X How man ? What is the height of the poles after? Describe the modification rebuild: 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: Mannie Golden Oa9eU202 -022207::4326-06Ott DATE: 02/22/2022 APPLICANT PRINTED NAME: Mannie Golden APPLICANT TITLE: Permit Coordinator NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE City of Edmonds ROW construction permit Application --Page 3 of 3 Updated 3/25/2021 WIII coordinate with businesses that will be affected by Or e construction WT Will have spotter on site to escort pedestrians through work zone Flagger All work will stop while pedestrians are escorted through work zones Will have no more than two work areas active at a time LL SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500,+/-(oaASPER 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 200' +/- RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGN/ (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT G INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. SITE SPECIFIC TRAFFIC CONTROL PLAN I0J SERTIFIEp TRAFFIC CONTROL SUPERVISpR 'NI`dd nm 11 I11-) ISNOaMf'90W I2T NAM INC. -T�IVpR Hp�SpEN #p12734 EXP. 313112025 .100fad pa;;luaaad ay; Buunp sin000 Jo pasneo sl;ey3 spJepuels Ai!o jad 7629 Kenn-;o-;LyBu r(;IO ul SIUOWanoadwi 7621 96e11J04 JO saglp;n o; abewep Ile aoeldaa/aledaa lleys;ueollddy [AERIAL WORK] CONTROL TYPE: SINGLE LANE CLOSURE 2-LANE ROAD UnLITY WORK AHEAD IOVE FLAGGER TO EFORE TAPER I w� 7615 • •�•i 7607 i �•1 SPEED LIMIITT G a 234TH ST SW _ _ '°_ - a o- - 234TH ST SW 234TH ST SW E UTILITY �ANILAAI' AHEAD 7616 7618 7626 TRAFFIC CONTROL ADDITIONAL NOTES LEGEND - For aerial work, there will be a moving traffic control setup W k V h -' Work Area Spotter o� LONGITUDINAL BUFFER SPACE = B Lu Q MIF • • •f# 5' WORK AREA 4 23402 Lu r 23408 i• A b 4 23414 - Maintain driveway access at all times SPEED 25 30 35 40 45 50 55 60 65 70 - Place temporary "NO PARKING" signs at least 72 hours prior to work _ENGTH 155 200 250 305 360 425 495 570 780 840 Sidewalks to remain open during road work unless noted otherwise MINIMUM TAPER LENGTH IN FEET = L DISCLAIMER LANE POSTED SPEED LIMIT (MPH) All traffic control setups, sign spacing, and procedures will conform NIDTH 25 30 35 40 45 50 55 60 65 70 1 to the specifications stated in the federal Manual on Uniform Traffic 10 105 150 205 270 450 500 550 - - - Control Devices (M.U.T.C.D) Cities and various municipalities may have also adopted specialized 11 115 160 225 295 495 550 605 660 - guidelines for traffic control within their jurisdiction. It is the responsibility of the on -site traffic control personnel to verify if any 12 125 180 245 320 540 600 660 720 780 840 special conditions exist. Mir MI 3 Lu x 23315 23325 23329 SPEED MIT 00 17 23405 THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION CONTACT TRANSIT AUTHORITY 72 HOURS PRIOR TO START OF WORK FOR TEMPORARY RELOCATION OF BUS STOP. 23402 I 2342A �ZOZ/L I,/Cl 431G, . NOISIAIG DNRJ33NION3 23322 RECEIVED FEB 23 2022 CITY OF EDMONDS D-0 DEVELOPMENT DNRED�E SERVICES DEPARTMENT AHEAD N wzvv 23431 unuTY 23428 WORK AHEAD - + o W 3° a ol: c� W IL V Z Z 0 J al ZLL Q � V V) V 0 U O 0 tr�030 > _ o�3s3 d O C N C m 0 ,1 C �ZA is v/ E N W V 0 Z N Z O Z N � a x u W CE: p O () W L E OC V o a a 0 w PROTECT CODE: 17-0 C 5 0 ATE 01/28/2022 DRAWN BY: T„ APPROVED BV; LW SCALE: NTS TCP I I I 0 0 0 1 OF 1 J B0000791143 T3D - NONE - WALYDOOTOO 2X4 COMICAST Node Segmentation CONTACTS: CANNON COMPANIES Lacee Wentworth - (253)-317-0792 - Wentworth@cannonconstructioninc.com COMCAST COMMUNICATION Casey Brown - (425)-263-5345 - Casey_Brown2@cable.comcast.com SCOPE OF WORK: RECEIVED FEB 23 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ENGINEERING DIVISION "DTED J � 13/17/2022 - TIE IN TO EXISTING SPLICE CASE SP.WALY.0199 - SPLICE IN TO EXISTING CASE MX0032.WALY (SP0053.WALY) ADD NEW 24 CH MUX - PLACE (1) NEW 48CT FIBER STRAP - UPGRADE EXISTING PIGTAIL TO 12CT FIBER - UPGRADE EXISTING NODE TO 2X4 RPHY SHEET INDEX: 1 - COVER SHEET 4 2 - LEGEND 3 - GENERAL NOTES - DESIGN 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. OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE POLE INFORMATION: POLE COUNT = 2 TRANSMISSION = 0 POLES THAT NEED PERMIT = 0 DISTRIBUTION = 2 POLES THAT NEED MAKE READY = 0 BILL OF MATERIALS*: 48 CT FIBER: 20 FT + 20% STORAGE = 24 FT 'ALL FOOTAGES AND MATERIALS ARE ESTIMATED ROW FOOTAGES*: SITE FOOTAGES*: NEW AERIAL = 0 FT. NEW BUILDING PATHWAY = 0 FT. OVERLASH = 20 FT. EXISTING BUILDING PATHWAY = 0 FT. NEW UNDERGROUND = 0 FT. NEW UNDERGROUND = 0 FT. EXISTING UNDERGROUND = 0 FT. EXISTING UNDERGROUND = 0 FT. RISER (0) = 0 FT. TOTAL ROW FOOTAGE = 20 FT. TOTAL SITE FOOTAGE = 0 FT. TOTAL PROJECT FOOTAGE = 20 FT. 23402 76th Ave W Edmonds, WA 98026 PROJECT MAP: Cov,*,,e� Fwl-vw& S i vL�e 19 s s CANNON COMPANIES SAFETY I QUALITY I INTEGRITY I TEAMWORK SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM ❑ .G LO r` 19 234th St SW 234th St SW O Montessori Academy Sailors Horne Communications .,ion Images 0% Q clothing store D rD CT 130 Stop N G� Q THIS IS PROPRIETARY INFORMATION AND NOT MEANT FOR GENERAL PUBLICATION. ALL RIGHTS RESERVED BY CANNON COMPANIES LINE TYPES EXISTING FEATURES LANE LINE ® UTILITY POLE CENTER LINE ® GLULAM UTILITY POLE FOGLINE �V/E/�V VAULT - SMALL EDGE OF PAVEMENT ❑/❑ VAULT -LARGE POWER ®/ VAULT-25TA TRAFFIC SIGNAL ©/©/© PEDESTAL COMMUNICATION CAB CABINET SEWER ET STREET LIGHT DRAIN c© CROSSWALK LIGHT DRAINAGE DITCH ( UTILITY RISER GAS RM SHRUBBERY WATER 4) TREE TELCOM CB CATCH BASIN STEAM CATCH BASIN WITH SOCK UK UNKNOWN UTILITY O COMMUNICATION MANHOLE RIGHT OF WAY OS SEWER MANHOLE STRAW WATTLES OD DRAIN MANHOLE FENCE WO WATER MANHOLE HIGH VISIBILITY FENCE 0 FIRE HYDRANT O O O O O O O O TRAFFIC CONES L/ /O/O UTILITY VALVE PROPOSED NEW CONDUIT LANE DIRECTION INDICATOR EXISTING CONDUIT EXISTING SPLICE CASE PROPOSED NEW AERIAL STRAND W EXISTING FIBER/COAX STORAGE EXISTING AERIAL PATHWAY LEGEND EXISTING - CONTINUED �E VAULT - SMALL VAULT -LARGE VAULT -25TA FG-1 444LA MANHOLE 9 233LA MANHOLE PROPOSED E❑ VAULT - SMALL FIX VAULT -LARGE VAULT-25TA F-01 444LA MANHOLE El BORE PIT FF H-FRAME PROPOSED SPLICE CASE PROPOSED FIBER/COAX STORAGE MARK-UP NOTATIONS RESTORATION TYPES — STA 0+00 DISTANCE STATION DISTANCE DIMENSION # CONSTRUCTION NOTE CALLOUT CROSS SECTION SYMBOL A CROSS SECTION NAME % CROSS SECTION SHOWN ON PAGE WORK BEING DONE PHOTO NOTE CALLOUT LOCATION 40 PHOTO LOCATOR SYMBOL ASPHALT SURFACE ❑ CONCRETE PANELS ® LANDSCAPE LIMITS OF PANEL RECEIVED FEB 23 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT o W 3° a g a W 0 IL V Z Z 0 a Z c3r fQLL V W r� V V O U O 0 0 >i3s3 > O = o� d O C 04 C m 0 ,1 C � z A E N W G V 0 Z a Z O Z N w i � o o U w L N d a 0 PROJECT CODE: 17-050 ATE 01/28/2022 DRAWN BY: TH APPROVED BV: LW SCALE: NTS LEGEND I I 0 0 0 2 OF 4 GFNFRAI NnTFS STANDARD 1. THE LOCATIONS OF UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE. ALL UTILITY LOCATIONS SHALL BE VERIFIED PRIOR TO CONSTRUCTION. THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL MAKE EXCAVATIONS AND BORINGS AHEAD OF THE WORK, AS NECESSARY TO DETERMINE THE EXACT LOCATIONS OF UTILITIES AND UNDERGROUND STRUCTURES. IT IS UNDERSTOOD THAT THERE WILL BE INTERFERING UTILITIES AND OTHER UNDERGROUND PIPES, DRAINS OR STRUCTURES ENCOUNTERED THAT ARE NOT SHOWN OR AREAS SHOWN INCORRECTLY ON THE PLANS OR THAT HAVE NOT BEEN PREVIOUSLY DISCOVERED IN THE FIELD. THE CONTRACTOR AGREES THIS IS A NORMAL AND USUAL OCCURRENCE IN THE CONSTRUCTION OF UNDERGROUND IMPROVEMENTS. FURTHERMORE, CONTRACTORS UNDERSTAND AND AGREE THAT WORK IN SOME CASES PROPOSED PATH MAYBE IN CLOSE PROXIMITY TO SAID UTILITIES AND UNDERGROUND PIPES, DRAINS AND STRUCTURES NOT SHOWN ON THE PLANS WHICH MAY REQUIRE A CHANGE IN OPERATIONS AND MAY CAUSE SLOUGHING OF THE TRENCH, ADDITIONAL TRAFFIC CONTROL, ADDITIONAL PAVEMENT AND BACKFILL COSTS AND TIME. THE CONTRACTOR AGREES THAT A REASONABLE NUMBER OF THESE OCCURRENCES IS USUAL AND ORDINARY, AND ARE REFLECTED IN THE BID AND PLAN OF OPERATION. THE CONTRACTORS AGREES TO PROVIDE FOR THESE CONFLICTS AND AGREES TO PROVIDE FOR A REASONABLE AMOUNT OF TIME FOR DESIGN CHANGES AND/OR UTILITY RELOCATIONS DUE TO SAID CONFLICTS. 2. CALL THE UTILITIES UNDERGROUND LOCATION CENTER AT 811 3. INSPECTIONS - THE CONTRACTOR SHALL NOTIFY LOCAL JURISDICTIONS FOR REQUIRED INSPECTION SERVICES. 4. EXCESS WATER - SHOULD WATER BE ENCOUNTERED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DEWATER, AS PER LOCAL JURISDICTIONS STANDARD SPECIFICATIONS, BEFORE CONSTRUCTION CONTINUES. 5. NO SILT LADEN WATER IS TO BE DISCHARGED FROM THE SITE WITHOUT PASSING THROUGH AN EROSION CONTROL SYSTEM. 6. THE CONTRACTOR SHALL SCHEDULE AND CONTROL HIS/HER WORK SO AS TO COMPLY WITH ALL APPLICABLE ORDINANCES TO PREVENT ANY HAZARDS TO PUBLIC SAFETY, HEALTH AND WELFARE. 7. ALL STREETS SHALL BE KEPT FREE OF DIRT AND DEBRIS ON A CONTINUOUS BASIS. 8. AN APPROVED COPY OF THESE PLANS WILL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 10. PEDESTRIAN AND VEHICULAR ACCESS TO ADJACENT PROPERTIES SHALL BE MAINTAINED AT ALL TIMES EXCEPT WHERE PRIOR WRITTEN APPROVAL FROM THE PROPERTY OWNER HAS BEEN OBTAINED. 11. BARRICADE OPEN DEPRESSIONS AND HOLES OCCURRING AS PART OF THIS WORK, AND POST WARNING LIGHTS ON ADJACENT PROPERTIES WITH PUBLIC ACCESS. OPERATE WARNING LIGHTS DURING HOURS FROM DUSK TO DAWN EACH DAY AND AS OTHERWISE REQUIRED. 12. PROTECT STRUCTURES, UTILITIES, PAVEMENTS, AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING WASHOUT AND OTHER HAZARDS CREATED BY OPERATIONS UNDER THIS SECTION. TRAFFIC CONTROL THE CONTRACTOR IS ADVISED THAT ALL LANE CLOSURES SHALL BE KEPT TO A MINIMUM. LOCAL JURISDICTIONS WILL APPROVE ONLY THOSE LANE AND ROADWAY CLOSURES DETERMINED TO BE NECESSARY FOR THE CONTRACTOR TO ACCOMPLISH A SPECIFIC TASK. NO LANE OR ROADWAY CLOSURES WILL BE PERMITTED WITHOUT PRIOR APPROVALS. 2. THE CONTRACTOR SHALL KEEP ALL TRAFFIC LANES AND SHOULDERS CLEAR OF EQUIPMENT AND MATERIALS DURING NON -WORKING HOURS. EQUIPMENT AND MATERIALS SHALL NOT BE STORED ON THE STREETS. THE CONTRACTOR'S EMPLOYEES AND AGENTS SHALL NOT PARK PRIVATE VEHICLES ALONG THE ROADWAY OR MEDIAN. SITE PREPARATION SOD AND LAWN TO BE REMOVED SHALL BE CUT TO A NEAT VERTICAL LINE 6" MINIMUM BEYOND THE TRENCH LINE. SOD SHALL BE EITHER REMOVED FROM THE SITE, OR CAREFULLY STOCKPILED FOR REUSE. 2. SAW CUT PAVEMENT TO A NEAT VERTICAL LINE 8" TO 12" MINIMUM BEYOND THE TRENCH LINE. REPLACE PAVEMENT WITH LIKE MATERIAL (I.E., ASPHALT WITH ASPHALT, CONCRETE WITH CONCRETE). 3. EXCEPT AS NOTED HEREIN, ALL MATERIAL REMOVED SHALL BE TAKEN FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR. TRENCH EXCAVATION AND BACKFILL 1. TRENCH BACKFILL - WHERE MATERIAL EXCAVATED FROM TRENCHES IS UNSUITABLE FOR BACKFILL, THE CONTRACTOR SHALL BACKFILL WITH BANK RUN GRAVEL OR MAY ELECT TO USE CDF IN LIEU OF THE COMPACTION/PROCTOR PROCESS. STONEWAY MIX 351 IS ACCEPTABLE IN ALL LOCATIONS. QUICK SETTING MIX 1004 IS ACCEPTABLE IN NON -TRAFFIC AREAS. MIX 1121 IS TO BE USED IN TRAFFIC -BEARING LOCATIONS. 2. COMPACTION, WHEN NECESSARY, SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL JURISDICTION REQUIREMENTS. UTILITY DUCT 1. BURIED DUCT SHALL BE (1) 4" SCHEDULE 40 PVC, UNLESS NOTED OTHERWISE. MINIMUM CONDUIT COVER SHALL BE 36" WITH A MINIMUM SLOPE OF 1/2 % TO VAULT. 2. THOROUGHLY CLEAN CONDUIT BEFORE USING OR LAYING. DURING CONSTRUCTION AND AFTER THE DUCT LINE IS COMPLETED, PLUG ENDS OF CONDUITS TO PREVENT WATER WASHING INTO CONDUIT OR MANHOLES, TAKE PARTICULAR CARE TO KEEP CONDUITS CLEAR OF CONCRETE, DIRT AND ANY OTHER SUBSTANCE DURING THE COURSE OF CONSTRUCTION. 3. AFTER DUCT PLACEMENT HAS BEEN COMPLETED, PROOF AND CLEAN DEBRIS FROM EACH DUCT, ITS ENTIRE LENGTH. INSTALL PULL ROPE AND PLACE WATERTIGHT COMPRESSION PLUGS AT BOTH ENDS. ANY CONDUITS CONTAINING FIBER CABLE WILL REQUIRE SIMPLEX COMPRESSION PLUGS SEALING THE CONDUITS AROUND THE CABLE. 4. OUTSIDE INNERDUCT SHALL BE 1-1/4" OPTIC -GUARD NON-METALLIC FLEXIBLE, IN COLOR SUCH AS RED OR ORANGE, WITH PULL ROPES AND PLUGS. EXPOSED INNERDUCT INSIDE OF BUILDINGS SHALL BE PLENUM -RATED. CEMENT CONCRETE PAVEMENT ALL CONCRETE PAVEMENT REMOVED OR DAMAGED BY THIS WORK SHALL BE REPLACED ACCORDING TO THE STANDARD SPECIFICATIONS OF EACH JURISDICTION. ASPHALT CONCRETE PAVEMENT 1. ALL ASPHALT CONCRETE PAVEMENT REMOVED OR DAMAGED BY THIS WORK SHALL BE REPLACED WITH CLASS B ASPHALT CONCRETE ACCORDING TO THE REQUIREMENTS OF EACH JURISDICTION. GRAVEL AREAS 1. ALL GRAVEL AREAS DAMAGED OR REMOVED BY THIS WORK SHALL BE REPLACED WITH CRUSHED SURFACING TOP COURSE IN ACCORDANCE WITH THE REQUIREMENTS OF EACH JURISDICTION. SITE RESTORATION 1. ALL DISTURBED OR DAMAGED AREAS SHALL BE RESTORED TO A CONDITION EQUAL TO, OR BETTER THAN, THAT WHICH EXISTED PRIOR TO PLACEMENT OF THE CONDUIT AND STRUCTURES. 2. VEGETATION REMOVED FOR THIS WORK SHALL BE REPLACED WITH IN -KIND PLANT MATERIAL AND SHALL BE PROPERLY PLANTED AND WATERED IN TO ENSURE ITS SURVIVAL. 3. SITE RESTORATION SHALL INCLUDE REPLACING EXISTING CABLING AND PULL ROPES IN EXISTING CONDUITS AS THEY EXISTED PRIOR TO CONSTRUCTION. WATER QUALITY 1. CONSTRUCTION ACTIVITIES OCCURRING ADJACENT TO STORM DRAINAGE STRUCTURES SHALL COMPLY WITH THE STATE OF WASHINGTON'S WATER QUALITY STANDARDS 2. THE CONTRACTOR SHALL LIMIT THE USE OF PETROLEUM PRODUCTS ON THE SITE. DIRECTIONAL BORING 1. WHEN BORING ROADWAYS, INSTALL (1) 4" SCHEDULE 40 PVC CONDUIT WITH PULL ROPES AND PLUGS. 2. PROTECT EXISTING UTILITIES -- COORDINATE WITH LOCAL JURISDICTIONS TO POTHOLE AS REQUIRED TO LOCATE EXISTING UTILITIES. FIRE PROTECTION 1. ALL INSTALLED BACKBOARDS SHALL BE PAINTED WITH FIRE-RESISTANT PAINT. 2. ALL FIRE SEALED DUCT ENDS AND CORES SHALL BE 2 HOUR FIRE -RATED. ALL FIRE SEAL IN EXISTING LOCATIONS SHALL BE REPAIRED OR REPLACED UPON DUCT OR CABLE PLACEMENT. AERIAL INSTALLATION 1. ALL AERIAL CONSTRUCTION IS TO BE PERFORMED TO INDUSTRY ACCEPTABLE STANDARDS. 2. ALL NEW AERIAL (AND EXISTING) CABLE HEIGHTS OF ATTACHMENT TO BE DOCUMENTED AT TIME OF CONSTRUCTION. 3. 6.35 MM STRAND TO BE USED WITH STANDARD 1/4" POLE LINE HARDWARE UNLESS OTHERWISE SPECIFIED. BOND STRAND TO POWER MAIN WHERE APPLICABLE. 4. ALL ANCHORS TO BE USED WILL BE 3/4" SCREW TYPE. 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN AND FOLLOW ALL NESC CODES ALONG WITH APPLICABLE LOCAL AND REGIONAL GOVERNING AUTHORITIES. ANY DISCREPANCIES BETWEEN THESE AUTHORITIES AND OR THE CONSTRUCTION PERMITS IS TO BE VALIDATED WITH THE DESIGNER OR ENGINEER PRIOR TO CONSTRUCTION. RECEIVED FEB 23 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT o W 3° Q .3 �_ Ca L � C7 0 W 1-- IL f 1 Z Z 0 Z Ci Q Lu LL V W r� V / V �O V O = 0 m o 0 d > 01 = cft3s3 d O C N C m 0 ,1 C � z A E N W G V 0 Z a En Z 00 N � i u W F p o va w - � E u a a 0 w PROJECT CODE-. 17-050 ATE 01/28/2022 DRAWN BY TH APPROVED BY. LW SCALE: NTS GENERAL NOTES I I 0 0 0 3 OF 4 T SW a a 3 dD3 _ d03 d03 maw_ 7616 7618 7607 234TH ST SW a UPGRADE EXISTING NODE TO 2X4 RPHY UPGRADE EXISTING PIGTAIL TO 12CT FIBER PLACE (1) NEW 48CT FIBER STRAP i 23402 ` SPLICE IN TO EXISTING CASE MX0032.WALY (SP0053.WALY) ADD NEW 24 CH MUX TIE IN TO EXISTING SPLICE CASE SP.WALY.0199 23408 23414 pOfi V II Q V w Q 23329 23326 23402 23404 3416 RECEIVED FEB 23 2022 N CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT o W 3° a a � 0 W LL U Z Z 0 a � Z V a rn (Q \5J L O o F = O N (Q 4 J coO > O _ a> 3 .c G� O C N C Gi 00 0 a 0 7 Z M E N N W c V O Z Ln zw Oz n< wo �z v� w� O w a a 0 PROJEa coot. 17-050 ALE 01/28/2022 DRAWN RV: TH APPROVED HV: LW SCALE: 1:30 DESIGN I I 0' 15' I 30' 4 OF 4