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ENG2022-0211 ROW PERMITRIGHT OF WAY EUC PERMIT o PERMIT NU City of • • • "��Q 1 1 16— www.cityofedmonds.gov / i Description: COMCAST-TRANSFER SYSTEM TO NEW POLE W/ SIDEWALK CUTS ISSUED: 09/21/2022 Address: 303 HOWELL WAY EDMONDS WA 98020-4113 EXPIRES:03/21/2023 Permit Type: RIGHT OF WAY EUC Permit Subtype: STANDARD Parcel Number: 27032600100300 CONTACTS NAME TYPE NAME ADDRESS PHONE APPLICANT JESSAMIN SANTOS 410 VALLEY AVE NW, PUYALLUP WA 98371 206.401.2188 CONTACT CANNON CONSTRUCTION 406 PORTER WAY, MILTON WA 98354 253.922.2787 CONTRACTOR CANNON CONSTRUCTION INC 406 PORTER WAY, MILTON WA 98354 (253)248-1052 OWNER OLYMPIC & SOUND VIEW LLC 127114TH AVE W, EVERETT WA 98204-5783 FEE INFORMATION DESCRIPTION AMOUNT PAID CITY TECHNOLOGY FEE CHARGED PER PERMIT $40.00 $40.00 ENGINEERING INSPECTION FEE $220.00 $220.00 RIGHT OF WAY STANDARD - EUC PERMIT FEE $330.00 $330.00 • 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 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 09/21 /2022 RELEASED BY DATE Printed: Wednesday, September 21, 2022 9:14:47 AM 1 of 2 RIGHT OF WAY EUC PERMIT o MI City • • • • . 98020 1 1 CONDITIONS CONDITION TYPE NOTES 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 7:00am to 6:00pm on SOUND AND NOISE weekdays and 10:00am and 6:00pm 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 NOTES COMPLETE A-1 JOB START X-2 ENGINEERING FINAL" E-7 TRAFFIC CTRL E-7 CONCRETE SIDEWALK Printed: Wednesday, September 21, 2022 9:14:47 AM 2 of 2 `��-AofEDA40+ RECEIVED RIGHT OF WAY CONSTRUCTION MAY 06 2022 PERMIT APPLICATION CITY OF EDMONDS Complete and submit this Application in accordance with the Submittal DEVELOPMENT 11Nc. i S90 Requirements outlined in Right -of -Way permit Handout E6�. 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 302 howell way plant maintenance Site Address or if no site address use Property Address at NW corner of project area: 302 Howell way Edmonds, wa 98020 Associated Permits: BLD PLN ENG Owner and Entity Holdingapplicable) Name of Company Comcast Cable Communications Management Franchise Ordinance No: Point of contactJessamin Santos Title Permit Coordinator Address 1525 75th St SW, Ste 200 City Everett State WA ZiP 98203 Phone206-401-2188 Emailjessamin—santos@comcast.com comcast.com Contractor and Authorized Agent of Owner Name of Company Cannon Construction (see note below) Contractor Contacts Durin- Construction Primary Name Agent Name Desire George Title Title Permit Coordinator Mobile Address 406 Porter Way Email City Milton State WA Zip 98354 Secondary Name Phone 253-922-2787 ext 284 Title Email dgeorge@teamcannon.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: 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 n Commercial ❑ City project ❑ Single family residential subdivision -i 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 welll ❑ Traffic Control Only (no associated development) e Utility Franchise Work (no associated development) City of Edmonds ROW construction permit Application --Page 1 of 3 Updated 3/25/2021 This document was created by an application that isn't licensed to use novaPDF. Purchase a license to generate PDF files without this notice. 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.) 17RANSFER COMCAST SYSTEM TO NEW POLE. TRENCH THROUGH SIDEWALK AND OVERSET PED. SPLICE IN NEW HARDLINE. PLACE 2- NEW 2" RISER AND PULL NEW CABLE UP TOLE, SPLICE IN. REPLACE SIDEWALK PANEL (9'X71. PLACE SHRINKBOOT ON ALL ENDS OF COAX AT SPUTTER 2.TRANSFER COMCAST SYSTEM TO NEW POLE. TRENCH THROUGH SIDEWALK AND OVERSET PED. SPLICE IN NEW HARDLINE, PLACE 1 - NEW 2" RISER AND PULL NEW CABLE UP TO LE, SPLICE IN. REPLACE SIDEWALK PANEL (10'XT). PLACE SHRINKBOOT ON ALL ENDS OF COAX AT SPLITTER RIGHT-OF-WAY CLOSURE AREA TOTAL DURATION (Number of Months) Sidewalk 72 hours + LF x LF 64 SF Alley 72 hours + LF x LF SF Parking 72 hours + LF xJ LF SF SECTION B -if you are not a utility company performing work in the City ROW, skip to SECTIONC. 1. The work in the right of way is on or for the following type of facilities: e telecommunications ❑ cable ❑ power ❑ gas ❑ water ❑ sewer ❑ storm Details i. Does the utility owner have existing overhead infrastructure in the area of work? 2. 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? 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? 5. Does the work involve proposed additions to an aboveground utility stem? If es: 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. 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 proposed: 11 6a. Does your project involve wires/cables/lines? If yes: How many are existing? How many are to be added? City of Edmonds ROW construction permit Application --Page 2 of 3 Updated 3/25/2021 This document was created by an application that isn't licensed to use novaPDF. Purchase a license to generate PDF files without this notice. 6b. Does your project involve poles? If yes: X How many poles are existing in the project area? 2 What is the height of the existing poles? How many poles are to be removed? o Are additional oles to be laced? no How many? I I What is the height of the additionalpoles? 6c. Are any poles to be modified/rebuilt/replaced? If yes: How many? 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: Desire George Me'�M.081 A.36.OTO DATE: 05/03/2022 APPLICANT PRINTED NAME: Desire George 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 This document was created by an application that isn't licensed to use novaPDF. Purchase a license to generate PDF files without this notice. JB0000938905 302 HOWELL WAY PLANT MAINTENANCE PLANT MAINTENANCE ENGINEERING DIVISION .,7TED CONTACTS: CANNON COMPANIES Patrick Gottbreht - (360)-888-3211 - sgottbreht@cannonconstructioninc.com SCOPE OF WORK: 1. TRANSFER COMCAST SYSTEM TO NEW POLE. TRENCH 8.5' THROUGH SIDEWALK & LANDSCAPE & OVERSET PED. SPLICE IN NEW HARDLINE, PLACE 2 - NEW 2" RISER AND PULL NEW CABLE UP TO LE, SPLICE IN. REPLACE SIDEWALK PANEL (9'X7'). PLACE SHRINKBOOT ON ALL ENDS OF COAX AT SPLITTER 2. TRANSFER COMCAST SYSTEM TO NEW POLE. TRENCH THROUGH SIDEWALK AND OVERSET PIED. SPLICE IN NEW HARDLINE, PLACE 1 - NEW 2" RISER AND PULL NEW CABLE UP TO LE, SPLICE IN. REPLACE SIDEWALK PANEL (10'XT). PLACE SHRINKBOOT ON ALL ENDS OF COAX AT SPLITTER *SEE ATTACHED PEDESTAL DETAIL. PEDESTAL INSTALLED 2' FROM BACK OF SIDEWALK (9' FROM FRONT OF CURB) SHEET INDEX: 1 - COVER SHEET 4 - DETAILS 2 - LEGEND 5-6 - DESGIN 3 - GENERAL NOTES p(I� 19/20/2022 POLE INFORMATION: POLE COUNT = 4 TRANSMISSION = 0 POLES THAT NEED PERMIT = 0 DISTRIBUTION = 4 POLES THAT NEED MAKE READY = 0 BILL OF MATERIALS*: COAX: 120 FT. *ALL FOOTAGES AND MATERIALS ARE ESTIMATED ROW FOOTAGES*: SITE FOOTAGES*: NEW AERIAL = 0 FT. NEW BUILDING PATHWAY = 0 FT. OVERLASH = 0 FT. EXISTING BUILDING PATHWAY = 0 FT. NEW UNDERGROUND = 45 FT. NEW UNDERGROUND = 0 FT. EXISTING UNDERGROUND = 0 FT. EXISTING UNDERGROUND = 0 FT. RISER (3) = 75 FT. TOTAL ROW FOOTAGE = 120 FT. TOTAL SITE FOOTAGE = 0 FT. TOTAL PROJECT FOOTAGE = 120 FT. COMCAST fb 0 Alder St 303 HOWELL WAY EDMONDS, WA 98020 bri PROJECT MAP: Cov,*v� T k e. FtA f i e S i v� 19 S 5 CANNON COMPANIES SAFETY I QUALITY I INTEGRITY I TEAMWORK 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 4-J 4J Tw OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. PAGE 6 RESUB PAGE Aug 24 2022 '•• ,I I W OH_■Tlfa DEVELOPMENT ERVICES DEPARTMENT N 17 THIS IS PROPRIETARY INFORMATION AND NOT MEANT FOR GENERAL PUBLICATION. ALL RIGHTS RESERVED BY CAN COMPANIES LINE TYPES EXISTING FEATURES LANE LINE UTILITY POLE CENTER LINE GLULAM UTILITY POLE FL FL FOGLINE VVY VAULT - SMALL EOP EDGE OF PAVEMENT ❑/❑ VAULT - LARGE P P POWER / VAULT - 25TA rs rs TRAFFIC SIGNAL ©/©/© PEDESTAL c c COMMUNICATION CAB CABINET S SEWER LT STREET LIGHT D D DRAIN cw CROSSWALK LIGHT DD DD DD DD DD DRAINAGE DITCH ® UTILITY RISER G G GAS = SHRUBBERY w w WATER TREE r r TELCOM CB CATCH BASIN Sr Sr STEAM CATCH BASIN WITH SOCK UK UNKNOWN UTILITY U COMMUNICATION MANHOLE ROW RIGHT OF WAY OS SEWER MANHOLE STRAW WATTLES OD DRAIN MANHOLE FENCE C,; WATER MANHOLE HIGH VISIBILITY FENCE FIRE HYDRANT O O O O TRAFFIC CONES O/O/O/O UTILITY VALVE —••------------------- PROPOSED NEW BORE LANE DIRECTION INDICATOR — — — — — — — — — — — — — PROPOSED NEW TRENCH EXISTING SPLICE CASE EXISTING UNDERGROUND PATHWAY 00 EXISTING FIBER/COAX STORAGE — — — — — — — — — — — — — PROPOSED NEW AERIAL STRAND EXISTING AERIAL PATHWAY LEGEND EXISTING - CONTINUED �V VAULT - SMALL ❑ VAULT -LARGE Fm VAULT -25TA ❑ 444LA MANHOLE Fol 233LA MANHOLE ❑V VAULT - SMALL ❑ VAULT -LARGE VAULT -25TA ❑ 444LA MANHOLE rel 233LA MANHOLE mBORE PIT HF H-FRAME PROPOSED SPLICE CASE PROPOSED FIBER/COAX STORAGE Y W 3° a N a � MARK-UP NOTATIONS RESTORATION TYPES z LL V - STA 0+00 DISTANCE STATION El ASPHALT SURFACE 1- z 0 �xx DISTANCE DIMENSION CONCRETE ROADWAY PANEL Z CONSTRUCTION NOTE CALLOUT El LANDSCAPE /Q V N � CROSS SECTION SYMBOL ii CROSS SECTION NAME 7 CROSS SECTION SHOWN ON PAGE (< V WORK BEING DONE LOCATION PHOTO NOTE CALLOUT O PHOTO LOCATOR SYMBOL W V z W Z O Zap 0 Z O c a of Q co m J Q R LU W H p O SOD 3=Z Q 3Ma Z W a J o IL RESUB Aug 24 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Ln Z w 02 � u LU O OC z � O o LU i o w N 2, O oC ° o a � PROIERCODE: 17-050 DATE: 4/18/22 DRAWN BY: JONNY MYRICK APPROVED BY: PM s E: 1:10 LEGEND I I 0 0 0 OF 6 GENERAL NOTES 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 1. 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. 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 1. 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 RES U B TRENCH EXCAVATION AND BACKFILL WITH APPLICABLE LOCAL AND REGIONAL GOVERNING AUTHORITIES. ANY DISCREPANCIES BETWEEN 1. TRENCH BACKFILL - WHERE MATERIAL EXCAVATED FROM TRENCHES IS UNSUITABLE FOR BACKFILL, THE CONTRACTOR THESE AUTHORITIES AND OR THE CONSTRUCTION PERMITS IS TO BE VALIDATED WITH THE SHALL BACKFILL WITH BANK RUN GRAVEL OR MAY ELECT TO USE CDF IN LIEU OF THE COMPACTION/PROCTOR PROCESS. DESIGNER OR ENGINEER PRIOR TO CONSTRUCTION. Aug 24 2022 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. CITY E DEVELOPMENT SSERVI ERVICES DEPARTMENT 2. COMPACTION, WHEN NECESSARY, SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL JURISDICTION REQUIREMENTS. W °3 Ca_ L � 0 W Z � a ZU. C Q V N V (O W V z W Zac z c co Q Go 3 Lu 0) -4 W z c Q0 0 3XZ Q 3Mc Z 0 W x a j N O d DO mQ zw O Z Ui $ o w w oC z 0 0 U a o O a � a o� PROJECICODE: 17-050 DATE: 4/18/22 DRAWN- JONNY MYRICK APPROVED U: AM SALE: 1:10 GENERAL NOTES I I 0 0 I 0 OF 6 PANEL WIDTH PER PLAN 12" MIN. ZONE OF INFLUENCE 12" MIN EXISTING SOFT SURFACE MAGNETIC LOCATOR TAPE 8" MIN CONCRETE (MATCH (1) 10' PVC CONDUIT EX IF GREATER (ENTIRE TRENCH LENGTH) SECTIONS EXISTING AERIAL POWER ° ^ s a • SURFACE RESTORATION 15" HDG POLE BRACKET W/ PROPOSED CABLE POWER -STRUT OR EQUAL) 4" PIPE CLAMP (132017 BY <CN4 MIN OFFSET FROM POLE. EXCONCRETE SURFACE ��� 18' BACKFILL TO LU j��� MIN COMPACT ���\ ���/ 95% OF MAX MCOMPACTED > `� ������ co/////� TYPE 2 36' /A/A� j�//� RELATIVE DENSITY OR STO N E WAY MIX 1004. COMPACTED (1) 10' PVC CONDUIT VA�AA�AA�AA��A�AA�AA' BACKFILL 18' SECTIONS EXISTING SURFACE X�A/ 12" 6"-12" PROPOSED CONDUIT 24 EXISTING UTILITY POLE CONTRACTOR TO VERIFY SPECIFICATION WITH LOCAL STANDARD DETAIL STANDARD DETAIL STANDARD DETAIL JURISDICTION n n n ` J UTILITY POLE RISER - # CONCRETE TRENCH DETAIL TRENCH - SOFT SURFACE *MAXIMUM DIAMETER OF PEDESTAL INSTALLED IS 10.75" PER ATTACHED PDF OF CHANNELL CPH CHALLENGER SERIES PEDESTALS RESUB Aug 24 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT tA Y 00 o' Ill 3 N a � 0/ W LL V Z Z 0 a � ZLL V Q N V 1 L (O W 0 z Z o W V Zac Z N o a3o a aoD Q 0) a W 3 W ~ c goo O 32Z a l O ^2 3Mo H Z o W = a o J a mQ zw oZ >u ow W moo U w d o i u c � o OOC a � a� o� PROJECT CODE: 17-050 DATE 4/18/22 D"A"'"D" JONNY MYRICK APPROVED BY: PM SCALE: N/A DETAILS I I 0 5 10 4 OF 6 RESTORATION NOTES: 1R RESTORE SIDEWALK PER CITY OF EDMONDS SPECIFICATIONS. 2R RESTORE LANDSCAPE PER CITY OF EDMONDS SPECIFICATIONS. N 50 N X 0 G W i STA //f/0 /) i VJ /J \� I STAI 91f03� n o m STA >9f00 W VJ I I V' ^ I I z G) J 0 U) J LL J LL 0 8.5aT ENCH 9.75' D 0 7m Z ^ U J T r D z 0 n V m 3 4 2 1 2.75' 1 N0 c. CSWPP LEGEND CATCH BASIN WITH SOCK NATIVE TRENCH MATERIAL SHALL BE COVER WITH PROTECTIVE TARP AND SECURED WITH SANDBAGS TO PREVENT RAIN WATER ABSORPTION. 303 RESUB Aug 24 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT OI p DRAINAGE SYSTEM DISCLAIMER EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.) SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT THE CONSTRUCTION PROJECT. IF ANY PARTS OF THE SYSTEM ARE IMPACTED BY CONSTRUCTION ACTIVITIES, THEY SHALL BE RESTORED TO THE ORIGINAL CONDITIONS. UTILITY DISCLAIMER ALL LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE. LOCATION OF ALL UTILITIES TO BE VERIFIED PRIOR TO CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION CENTER AT 1-800-424-5555 PROPOSED PATH DISCLAIMERS 1. PROPOSED PATH MAY CHANGE AT TIME OF CONSTRUCTION DUE TO UTILITY LOCATIONS AND INSPECTOR REQUIREMENTS 2. UNKNOWN UTILITY DEPTHS TO BE VERIFIED IN FILED DURING TIME OF CONSTRUCTION STATION START STATIONING STARTS AT 10+00 AT THE INTERSECTION OF 3RD AVE S AND HOWELL WAY CONSTRUCTION NOTES: TRANSFER COMCAST SYSTEM TO NEW POLE. TRENCH 8.5' THROUGH LANDSCAPE & SIDEWALK & OVERSET PED. SPLICE IN NEW HARDLINE, PLACE 2 - NEW 2" RISER (25')AND PULL NEW CABLE UP TO LE, SPLICE IN. REPLACE SIDEWALK PANEL (9'X7'). PLACE SHRINKBOOT ON ALL ENDS OF COAX AT SPLITTER SEE ATTACHED PEDESTAL DETAIL. PEDESTAL INSTALLED 2' FROM BACK OF SIDEWALK (9' FROM FRONT OF CURB) � W °3 ri — 2 Q 0 w LL V z Z 0 Z a Q LLI LL V N (A Q U I (O W V z I O W V Zap Z o E a ooD j Q W 3 W ~ 0) a c roc 0 3xz a RMo Z = W a o � >� CO zw O Z in >� $ ow W U a o O � a � a� o� PROJECT CODE: 17-050 DATE: 4/18/22 D" .: JONNY MYRICK APPROVED 9Y: PM SCREE: 1:10 DESIGN I I I 0 5 10 5 OF L RESTORATION NOTES: 1R RESTORE SIDEWALK PER CITY OF EDMONDS SPECIFICATIONS. 2R RESTORE LANDSCAPE PER CITY OF EDMONDS SPECIFICATIONS. O N I I i STA 12*30 I I W G) I T S >2f24 N I I DI I m I I ILL �I Z jU) l u) �/ + I'co co i STA 12*00 U) U) LL 1 0 co d 8.5' T ENCH 417 r'' T 6.. d CSWPP LEGEND ATCH BASIN WITH SOCK NATIVE TRENCH MATERIAL SHALL BE COVER WITH PROTECTIVE TARP AND SECURED WITH SANDBAGS TO PREVENT RAIN WATER ABSORPTION. v a r Z � O m RESUB O 2 a Aug 24 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DRAINAGE SYSTEM DISCLAIMER EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.) SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT THE CONSTRUCTION PROJECT. IF ANY PARTS OF THE SYSTEM ARE IMPACTED BY CONSTRUCTION ACTIVITIES, THEY SHALL BE RESTORED TO THE ORIGINAL CONDITIONS. C UTILITY DISCLAIMER ALL LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE. LOCATION OF ALL UTILITIES TO BE VERIFIED PRIOR TO CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION CENTER AT 1-800-424-5555 PROPOSED PATH DISCLAIMERS 1. PROPOSED PATH MAY CHANGE AT TIME OF CONSTRUCTION DUE TO UTILITY LOCATIONS AND INSPECTOR REQUIREMENTS 2. UNKNOWN UTILITY DEPTHS TO BE VERIFIED IN FILED DURING TIME OF CONSTRUCTION STATION START STATIONING STARTS AT 10+00 AT THE INTERSECTION OF N 44TH ST & SUNNYSIDE AVE N CONSTRUCTION NOTES: TRANSFER COMCAST SYSTEM TO NEW POLE. TRENCH 8.5' THROUGH LANDSCAPE & SIDEWALK & OVERSET PED. SPLICE IN NEW HARDLINE, PLACE 2 - NEW 2" RISER (25')AND PULL NEW CABLE UP TO LE, SPLICE IN. REPLACE SIDEWALK PANEL (10'XT). PLACE SHRINKBOOT ON ALL ENDS OF COAX AT SPLITTER SEE ATTACHED PEDESTAL DETAIL. PEDESTAL INSTALLED 2' FROM BACK OF SIDEWALK (9' FROM FRONT OF CURB) to Y W 3: V — 2 a g W LL V z Z 0 � Z (� a N /, (O V W V z z o W V a 'nzacoo o a30 000 Q 3 W ~ 0) a W 0 OC O 32Z Q RMo Z = W Q o CO ma z� O Z in > $ o w oC moo z U a o O � a � a PROTECT CODE: 17-050 DATE: 4/18/22 .—R- JONNY MYRICK APPROVED - PM SCREE: 1:10 DESIGN I I I 0 0 0 6 OF 6 CPH CHALLENGER SERIES PEDESTALS CPH911, CPH920, CPH1022 CPH 911 r Stake Bracket Lock (S2 Shown) (B2 Shown) (L00 Shown) Designed specifically for housing passive equipment, these special versions of the Channell CPH911, CPH920, and CPH1022 pedestals feature direct -bury bases with a high rib design that are less likely to lean or tilt and do not require stakes for installation. A special self -locating cover ensures that the pedestals lock properly without additional alignment. The covers include Channell's Self -Lock° security hardware. Self -locating Cover Security Lock Receiver FEATURES RESUB Aug 24 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CPH 1022 Winterized Drop 42"Joint Trench (Al Shown) Stake (2 per ctn.) P/N ST01001 9" and 10" diameter round profiles provide maximum workspace and bend radius provisions for all passives, cables and connectors Round pedestal style maintains a consistent look with legacy pedestals in the field Constructed of durable, high -strength materials for maximum security and long service life Universal equipment mounting bracket for passives facilitates installation Optional stake mounting provision for joint trench or other special applications PART NUMBER MATRIX Challenger P Size 911 92C Color C1 Bracketry — 61 B2 Stake Config S1 S2 Self -Lock® ! LO( L01 LB1 Accessories AO No Accessory Options Al Winterized Drop DIMENSIONS CPH XXXX CX BX SX LXX AXX !:j A B C D CPH 911 13.0" 9.5" 14.5" 10.5" (330mm) (240mm) (370mm) (265mm) CPH 920 22.0" 9.5" 14.5" 10.5" (560mm) (24Omm) (370mm) (265mm) CPH 1022 24.0" 10.75" 14.5" 10.5" (610mm) I (275mm) I (370mm) I (265mm) Note: Dimensions in inches (mm) RESUB Aug 24 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CHANNELL Where The Industry Connects. WORLDWIDE HEADQUARTERS: Channell Commercial Corporation, Rockwall, TX, United States • Tel 800.423.1863 • Fax 951.296.2322 CANADA: Channell Canada, Inc., Mississauga, ON, Canada • Tel 905.565.1700 • Fax 905.565.8282 EUROPE, MIDDLE EAST, AFRICA: Channell Ltd., Dartford, United Kingdom • Tel 44.1322.312590 • Fax 44.1322.508490 AUSTRALIA, ASIA, PACIFIC RIM: Channell Pty. Ltd., Seven Hills, NSW, Australia • Tel 61.2.8884.4111 • Fax 61.2.8814.8841 DEVELOPING LOCATION: Mexico City, D.F., Mexico www.channell.com All specifications subject to change without notice. © 2020 Channell Commercial Corporation. All rights reserved. 041620 NED HIN I SITE SPECIFIC TRAFFIC CONTROL PLAN I THEDESIGILLNOTFFICCOEMENT D CONTAINED APPROVED I UNDERGROUND WORK CONTROL TYPE: SHOULDER WORK 2-LANE ROAD THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION GERTI� FFtC CpNTRpL S UPERVI8pR - CANNON CONSTRUCTION INC. --_ gnNTpNIO CgRCHEDI #012726 EXP 313112025 w21SHWORDER Z X O 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 OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. X CO LEGEND ENGINEERING DIVISION ..1 DTED Work Vehicle Work Area WT., lg/20/2022 Flagger Spotter SITE NOTES Maintain driveway access at all times Place temporary "NO PARKING" signs at least 72 hours prior to work Sidewalks to remain open during road work unless noted otherwise DISCLAIMER TRAFFIC CONTROL ADDITIONAL NOTES All traffic control setups, sign spacing, and procedures will conform For aerial work, there will be a moving traffic control setup to the specifications stated in the federal Manual on Uniform Traffic Will coordinate with businesses that will be affected by Control Devices (M.U.T.C.D) construction Will have spotter on site to escort pedestrians through Cities and various municipalities may have also adopted specialized work zone guidelines for traffic control within their jurisdiction. It is the All work will stop while pedestrians are escorted through responsibility of the on -site traffic control personnel to verify if any work zones special conditions exist. Will have no more than two work areas active at a time SIGN SPACING = X (FEET) LONGITUDINAL BUFFER SPACE = B dO3 FREEWAYS & EXPRESSWAYS 50/70 MPH 1500'+/-(ORASPERMUTCD) SPEED 25 30 35 40 45 50 55 60 65 70 RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- LENGTH 155 200 250 305 360 425 495 570 780 840 RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350'+/- MINIMUM TAPER LENGTH IN FEET = L RURAL ROADS & URBAN ARTERIALS LANE POSTED SPEED LIMIT (MPH) RESIDENTAL &BUSINESS DISTRICTS 25/30 MPH 200' +/- WIDTH 25 30 35 40 45 50 55 60 65 70 URBAN STREETS 25 MPH OR LESS 100' +/- 10 105 150 205 270 450 500 550 - - - ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED 11 115 160 225 295 495 550 605 660 - (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 1 2 125 180 245 320 540 600 660 720 780 840 D Z .J LL LL W �VLj I J 1L J LL O Io O y r F- LL D o t: .J LL D Z T >I 303 O of R2-1 SPEED LIMIT 25 / W20-301 HOULDER CLOSED W21-5 HOULDER WORK SIDEWALK NO PARKING FROM T TO TOW -AWAY AREA PHONE (CONTACT #) NAME OF FIRM 000-0000 SIDEWALK CLOSED R9-9 HOWELL WAY EOP SIDEWALK CLOSED AHEAD CROSS HERE R9-11AL 39 R2-1 SPEED LIMIT 25 RECEIVED MAY 06 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ROW MOH 0i1t Y 0' W N (L 0 W LL V Z Z 0 4 Z al Q V N /� V ) O v W V z W z o 1- N Z 0 Z 41 N 0 O Q W IA Q M z Q 3 F C) L 0: N Z a M C m 3: Q Z LU 3 O °x W Z a N M J CL m zw O z 7, LULL w Y ° z va w a o_ a 0 PROJECT CODE: 17-050 DATE:4/18/22 DRA EY: JONNY MYRICK APPROVED BY: PM SCALE: 1:SO TCP 0 I 0 I 0 1 OF 2 SITE SPECIFIC TRAFFIC CONTROL PLAN UNDERGROUND WORK CONTROL TYPE: SHOULDER WORK 2-LANE ROAD NED HIN THEDESIGILLNOTFFICCOEMENT D CONTAINED APPROVED THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION D CONTROL RECEIVED TRAFFIC S(/pERVISOR CERTIFIED CANNON CONSTRUCTION INC. MAY 06 2022 AN 025 409 � ,TONIO CgRCI-IEDI #012726 EXP 313112 D CITY OF EDMONDS _ -- — DEVELOPMENT ----- -- -- - LL U_ ------------- SERVICES DEPARTMENT SPEED LIMIT 25 R9-11aL SIDEWALK CLOSED I CROSS HERE P ACE SIGN AT SE CORNER OF J J AVES 420 0 w JF7 w21-5 --------------------------� SHOULDER WORK x SIDEWALK ------------ ------- CLOSED R9-9 o 0 C O O LEGEND Work Vehicle Work Area T LP W o Flagger spotter p r- N O PARKING M re LL �� o ' 5 FROM 9 SITE NOTES < 417 TO — Maintain driveway access at all times �n o Place temporary "NO PARKING" signs at least ' 1 ' D TOW -AWAY AREA 72 hours prior to work P ' ^ PHONE (CONTACT #) NAME OF FIRM 000-0000 - Sidewalks to remain open during road work vJ iii unless noted otherwise Z DISCLAIMER TRAFFIC CONTROL ADDITIONAL NOTES G) All traffic control setups, sign spacing, and procedures will conform For aerial work, there will be a moving traffic control setup to the specifications stated in the federal Manual on Uniform Traffic Will coordinate with businesses that will be affected by Control Devices (M.U.T.C.D) construction O Will have spotter on site to escort pedestrians through _J J Cities and various municipalities may have also adopted specialized work zone LL LL guidelines for traffic control within their jurisdiction. It is the All work will stop while pedestrians are escorted through D responsibility of the on -site traffic control personnel to verify if any work zones 0 special conditions exist. Will have no more than two work areas active at a time SIGN SPACING = X (FEET) LONGITUDINAL BUFFER SPACE = B Z FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR ASPER MUTCD) G) 20-301 SPEED 25 30 35 40 45 50 55 60 65 70 RURAL HIGHWAYS 60/65 MPH 800'+/- SHOULDER RURAL ROADS 45/55 MPH 500'+/- LENGTH 155 200 250 305 360 425 495 570 780 840 T CLOSED RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350'+/- MINIMUM TAPER LENGTH IN FEET = L SIDEWALK RURAL ROADS & URBAN ARTERIALS 25/30 MPH LANE POSTED SPEED LIMIT (MPH) 200' +/- WIDTH 25 30 35 40 45 50 55 60 65 70 J wv -s CLOSED RESIDENTAL &BUSINESS DISTRICTS J URBAN STREETS 25 MPH OR LESS 100' +/- 10 105 150 205 270 450 500 550 - - - 0- LL LL SHOULDER R9-9 ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED 11 115 160 225 295 495 550 605 660 - - w = WORK (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. 1 2 125 180 245 320 540 600 660 720 780 840 (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. w0' Y .i _ Q N a � g a W LL V Z Z 0 4 Z cal Q V N /� V I O U W v z W z O 1- N ZNCC) 0 Z O Q W IA Q M z Q 3 F p N Z a M C ;00 Q m LU 3 C °x W Z Q N M J CL m O z v1 a w IY v a z H Lure Lure 2 E o_ a 0 PROJECT CODE: 17-050 DATE:4/18/22 DRAv✓R DY: JONNY MYRICK APPROVED BY: PM SCALE: 1:SO TCP 0 I 0 0 2 OF 2