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ENG2022-0105+Other+3.10.2022_5.30.42_PM+2731219Description: CENTURYLINK - INSTALL 1741' OF CONDUIT FROM HWY 99 TO SITE Address: 7315 212TH ST SW EDMONDS WA 98026-7610 Permit Type: RIGHTOF WAY I Permit Subtype: COMMERCIAL NAME TYPE NAME APPLICANT CENTURYLINK / LEVEL 3 CONTACT K & B TECHNICAL SOLUTIONS CONTRACTOR NORTH SKY COMMUNICATIONS LLC OWNER EDMONDS PROFESSIONAL CENTER LLC ADDRESS ISSUED: 08/24/2021 EXPIRES: 02/24/2022 Parcel Number: 00566900500600 6566 SE LAKE RD, SUITE F, MILWAUKIE OR 97222 11818 SE MILL PLAIN BLVD, VANCOUVER WA 98684 7315 212TH ST SW, EDMONDS WA 98026 PHONE (971)282-6759 DESCRIPTION AMOUNT PAID CITY TECHNOLOGY FEE CHARGED PER PERMIT $40.00 $40.00 ENGINEERING INSPECTION FEE $440.00 $440.00 RIGHT OF WAY STANDARD 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 08/24/2021 RELEASED BY DATE Printed: Tuesday, August 24, 2021 9:49:20 AM 1 of 2 OF EDP RIGHT OF WAY PERMIT G PERMIT NUMBED! City of • • • 121 5th Ave N, Edmonds WA 98020 ENG2020-03di CONDITIONS CONDITION TYPE Easement and/or permission from adjacent property owner is required prior to entry or work within ADJACENT PROPERTY an adjacent property. It is the owner's responsibility to repair/replace all damage of utilities or frontage improvements in DAMAGE TO FRONTAGE City right of Ways or Easements to City Standards caused by or occurring during the permitted IMPROVEMENTS project. Alert affected residents and/or businesses prior to work start. Verify clear bore crossings. ENGINEERING OTHER Restore landscape to like or better conditions. Call for required inspections as noted. ESC REQ Maintain erosion and sedimentation control per City and SWMMW standard requirements. Sound/Noise originating from temporary construction sites as a result of construction activity are exempt from the noise limits of ECC Chapter 5.30 only during the hours of 7:OOam to 6:OOpm on SOUND OR NOISE weekdays and 10:OOam and 6:OOpm on Saturdays, excluding Sundays and Federal Holidays. At all other times the noise originating from construction sites/activities must comply with the noise limits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120. TRAFFIC CONTROL Traffic Control per approved plan and MUTCD. All Flaggers shall be certified. All utilities shall be located prior to any excavation. New locates shall be called for if at time of UTILITY LOCATES excavation, original locates are no longer identifiable. INSPECTIONS INSPECTION TYPE DATE RESULT COMPLETE A-1 JOB START E-7 CONCRETE SIDEWALK E-7 RESTOR LIMITS E-7 TRAFFIC CTRL X-2 ENGINEERING FINAL" Printed: Tuesday, August 24, 2021 9:49:20 AM 2 of 2 RECEIVED 9/21/20 ROW PERMIT NO.: ENG 2020-0368 ISSUE DATE: 8/24/2021 RIGHT-OF-WAY CONSTRUCTION PERMIT APPLICATION PROJECT NAME: 7315 212th St SW CONTRACTOR: Northsky Communications, Inc. Mailing Address: 22517 88th Ave S Kent, WA 98032 State License #: NORTHSC857Q4 City Business License #: ADDRESS OR INTERSECTION OF CONSTRUCTION: CONTACT: Jayson Gregory Phone #: 971-282-6759 Fax #: NA Email #: Jayson_Gregory@kbmail.net ❑ Liability Insurance ❑ Bonded ROW WORK ASSOCIATED WITH THE FOLLOWING TYPE OF PROJECT: ❑ Commercial ❑ Subdivision ❑ City Project ❑ Traffic Control (Only) ❑ Multi -Family ❑ Single Family ❑■ EUC (PUD, VERIZON, PSE, COMCAST, OVWSD): Is this permit part of a blanket permit? ANY ASSOCIATED PERMITS? ❑ Other ❑ Yes ❑ No BLD# ENG# DESCRIPTION OF PROPOSED WORK (Be Specific) : Centurylink proposes remove and replace (1)-2'x4' section of asphalt and (2)-7'x7' flags of sidewalk to bore 1,741' and place (1)-2" conduit with fiber optic cable and place (2)-25TA vaults within the City of Edmonds ROW. WAS STREET OVERLAYED WITHIN THE LAST FIVE (5) YEARS? YES ❑ NO ❑■ Year: PAVEMENT CUT: ❑■ Yes ❑ No CONCRETE CUT: ❑ Yes ❑ No If yes, indicate size of cut: 2' If yes, indicate size of cut: 7' x 4' xT RIGHT-OF-WAY CLOSURE AREA I TOTAL DURATION (NUMBER OF MONTHS) Sidewalk 48 Hrs + LF X LF SF Alley 72 Hrs + LF X LF SF Parking 72 Hrs + LF X LF SF APPLICANT TO READ AND SIGN *Traffic control and public safety shall be in accordance with City regulations as required by the City Engineer. Every flagger must be trained as required by (WAC) 296-155-305 and must have certification verifying completion of the required training in their possession. *Restoration is to be in accordance with City codes and Standards. All street -cut trench work shall be patched with asphalt or City approved material prior to the end of the workday — NO EXCEPTIONS. Indemnity: The Applicant has signed an application which states he/she hold the City of Edmonds harmless from injuries, damages or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds or any of its departments or employees, including defense costs and attorney fees by reason of granting this permit. I have read the above statements and understand the permit requirements and acknowledge that I must follow all requirements in order for the permit to be valid. SIGNATURE DATE 9/21 /2020 ontractor or Agent NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE TRAFFIC CONTROL PLAN HOURS OF TCP: 8AM-5PM 24 HR CONTACT: JAYSON GREGORY CABLECOM JAYSON-GREGORY@KBMAIL.NET JOB NUMBER: N481930 JOB ADDRESS: 7315 212TH ST SW, EDMONDS DESCRIPTION: BORE FROM VAULT TO BORE PIT ON SHEET 2 W20-1 SPEED LIMIT 35 SIDEWALK CLOSED AHEAD R9-11 CROSSHERE 212TH ST SW WORK LANE CLOSED AHEAD AHEAD W20-1 DEAR W20-513 M4-96 PLACE AT INTERSECTION WITH 212TH ST SW & 72ND AVE W LEGEND TRAFFIC CONES b ® TEMP SIGN LOCATION WORK VEHICLE WORK AREA BUS STOP w • LANE MINIMUM TAPER LENGTH = L (FEET) WIDTH POSTED SPEED (MPH) (FEET) 25 30 35 40 45 50 10 105 150 205 270 450 500 11 115 165 225 295 495 550 12 1 125 180 245 320 540 600 TYPE OF TCP: WORK HOURS PHASE OF WORK: BORE CHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 50 40 80 35/45 30 60 25/30 20 40 BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 120 125 130 135 140 145 150 155 160 165 LENGTH (FEET) 1115 1155 12001250130513601425149515701645 SIGN SPACING = X RURAL ROADS 45/55 MPH 500'± RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350'± RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200'± RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100'± (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS AND DRIVEWAYS (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM L/2 110' W1-4R R9-9 SIDEWALK 1 CLOSED f L/2 X, 95' 12' 7315 8' • 7302 NOTES: 1. ALL SIGNS ARE 36" - 48" ACROSS 2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE 3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS 4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN 5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED 6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10, 7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB PEDESTRIAN ESCORT: STOP WORK, SECURE PASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ON EXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BE FREE OF OVERHEAD HAZARDS WHEN PEDESTRIANS ARE MOVING THROUGH THE WORK ZONE. ENGINEERING DIVISION APPROVED AS NOTED MY ttWgag, k 08/11/2021 vv PLACE AT INTERSECTION WITH 212TH ST SW & PACIFIC HWY W21-V20 R9-11 W20-1 SIDEWALK CLOSED AHEAD BIKE ROAD LANE CROSS HERE WORK CLOSED AHEAD AHEAD X' 2609 N_ _ 11' 11' W> DETOUR i- M4-9B PLACE AT INTERSECTION WITH 212TH ST SW & PACIFIC HWY RESUB J U L 07 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BOOKER SPENCER KARINIEMI TRAFFIC CONTROL SUPERVISOR E N G 1 N E E R I N G 360-722-2852 SHEET NUMBER 1 OF 5 TRAFFIC CONTROL PLAN HOURS OF TCP: 8AM-5PM 24 HR CONTACT: JAYSON GREGORY CABLECOM JAYSON-GREGORY@KBMAIL.NET JOB NUMBER: N481930 JOB ADDRESS: 7029 212TH ST SW, EDMONDS DESCRIPTION: BORE FROM BORE PIT TO BORE PIT ON SHEET 3 SPEED LIMIT 35 LEGEND TRAFFIC CONES a ® TEMP SIGN LOCATION WORK VEHICLE WORK AREA DDD ARROWBOARD PLACE AT INTERSECTION WITH 212TH ST SW & 72ND AVE W R9-11 R9-9 SIDEWALK CLOSED AHEAD SIDEWALK coos~ CLOSED 12' a 0� \ NORTH `\� `\� tiY - 1 • • • •v • 0 212TH ST SW DETOUR PLACE AT INTERSECTION WITH 212TH ST SW & 72ND AVE W 14-1 M4-9B LANE MINIMUM TAPER LENGTH = L (FEET) WIDTH POSTED SPEED (MPH) (FEET) 25 30 35 40 45 50 10 105 150 205 270 450 500 11 115 165 225 295 495 550 12 125 180 245 320 540 600 21300 TYPE OF TCP: WORK HOURS PHASE OF WORK: BORE L 7029 21300 CHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 50 40 80 35/45 30 60 25/30 20 40 BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 120 125 130 135 140 145 150 155 160 165 LENGTH (FEET) 1115 1155 12001250130513601425149515701645 NOTES: 1. ALL SIGNS ARE 36" - 48" ACROSS 2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE 3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS 4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN 5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED 6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10, 7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB SIGN SPACING = X RURAL ROADS 45/55 MPH 500'± RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350'± RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200'± RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100'± (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS AND DRIVEWAYS (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS PEDESTRIAN ESCORT: STOP WORK, SECURE PASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ON EXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BE FREE OF OVERHEAD HAZARDS WHEN PEDESTRIANS ARE MOVING THROUGH THE WORK ZONE. PLACE AT INTERSECTION WITH 212TH ST SW & 72ND AVE W W4-2R W20-5R R9-11 W20-1 SIDEWALK CLOSED RIGHT AHEAD LANE CROS~ CLOSED AREA < > X* X* X 7009 21300 DETOUR M4-9B PLACE AT INTERSECTION WITH 212TH ST SW & 72ND AVE W RESUB J U L 07 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BOOKER SPENCER KARINIEMI TRAFFIC CONTROL SUPERVISOR E N G 1 N E E R I N G 360-722-2852 SHEET NUMBER 2 OF 5 TRAFFIC CONTROL PLAN HOURS OF TCP: 8AM-5PM 24 HR CONTACT: JAYSON GREGORY CABLECOM JAYSON-GREGORY@KBMAIL.NET JOB NUMBER: N481930 JOB ADDRESS: 21130 HWY 99, EDMONDS DESCRIPTION: BORE FROM BORE PIT TO BORE PIT ON SHEET 4 LEGEND TRAFFIC CONES b ® TEMP SIGN LOCATION WORK VEHICLE WORK AREA DDD ARROWBOARD LANE MINIMUM TAPER LENGTH = L (FEET) WIDTH POSTED SPEED (MPH) (FEET) 25 30 1 35 1 40 1 45 1 50 10 105 150 205 270 450 500 11 115 165 225 295 495 550 12 1 125 180 245 320 540 600 TYPE OF TCP: WORK HOURS PHASE OF WORK: BORE ROAD WORK AHEAD *� 05 O/ CHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 50 40 80 35/45 30 60 25/30 20 40 BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 120 125 130 135 140 145 150 155 160 165 LENGTH (FEET) 1115 1155 12001250130513601425149515701645 4 / N SIGN SPACING = X RURAL ROADS 45/55 MPH 500'± RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350'± RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200'± RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100'± (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS AND DRIVEWAYS (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS PEDESTRIAN ESCORT: STOP WORK, SECURE PASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ON EXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BE FREE OF OVERHEAD HAZARDS WHEN PEDESTRIANS ARE MOVING THROUGH THE WORK ZONE. W20-7 W4-2R W3-4 M4-9B • W20-5R W20-1 BE / I '■ PREPARED RIGHT ROAD DETOUR TO STOP LANE / ~ CLOSED WORK / x X* AHEAD AHEAD L 6811 200' X X* 21125 21111 D � �! . . • ...... ... ...... 212TH ST SW U/N/N�� DETOUR M4-9B W20-7 BE PREPARED W34 ®TO STOP ROAD WORK > W20-1 AHEAD NOTES: 1. ALL SIGNS ARE 36" - 48" ACROSS 2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE 3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS 4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN 5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED 6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 1 V WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10, 7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB `T CV OD co RESUB J U L 07 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BOOKER SPENCER KARINIEMI TRAFFIC CONTROL SUPERVISOR E N G 1 N E E R I N G 360-722-2852 SHEET NUMBER 3 OF 5 TRAFFIC CONTROL PLAN HOURS OF TCP: 8AM-5PM 24 HR CONTACT: JAYSON GREGORY CABLECOM JAYSON-GREGORY@KBMAIL.NET JOB NUMBER: N481930 JOB ADDRESS: 21314 HWY 99, EDMONDS DESCRIPTION: BORE FROM BORE PIT TO VAULT ON SHEET 5 A PLACE AT INTERSECTION WITH PACIFIC HIGHWAY & 216TH ST SW R9-11 R9-9 SIDEWALK CLOSED AHEAD SIDEWALK CROSS CLOSED LEGEND TRAFFIC CONES IQ ® TEMP SIGN LOCATION WORK VEHICLE WORK AREA DDD ARROWBOARD L 270' LANE MINIMUM TAPER LENGTH = L (FEET) WIDTH POSTED SPEED (MPH) (FEET) 25 30 35 40 45 50 10 105 150 205 270 450 500 11 115 165 225 295 495 550 12 1 125 180 245 320 540 600 TYPE OF TCP: WORK HOURS PHASE OF WORK: BORE CHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 50 40 80 35/45 30 60 25/30 20 40 BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 120 125 130 135 140 145 150 155 160 165 LENGTH (FEET) 1115 1155 12001250130513601425149515701645 W20-1 f R9-1 1 SIDEWALK CLOSED W4-119L AHEAD NIS \\ CROs� 8' 21314 I� $' DI • • • • • • • • • • E 14' • HIGHWAY 99 ................ ....... J1> �J....................................................... \7-::::: .......................................................................................................................... 21317 PLACE AT INTERSECTION WITH DETOUR PACIFIC HIGHWAY & 216TH ST SW M4-9B RESUB JUL 07 2021 CITY OF EDMONDS NOTES: DEVELOPMENT 1. ALL SIGNS ARE 36" - 48" ACROSS SERVICES DEPARTMENT SIGN SPACING = X RURAL ROADS 45/55 MPH 500'± RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350'± RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200'± RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100'± (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS AND DRIVEWAYS (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS \\\\\\\\\\\\\\\\ PEDESTRIAN ESCORT: STOP WORK, SECURE PASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ON EXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BE FREE OF OVERHEAD HAZARDS WHEN PEDESTRIANS ARE MOVING THROUGH THE WORK ZONE. W20-5R W20-1 RIGHT ROAD LANE WORK AHEAD 21130 14' 11' ...... 11 .. 11' 13' <9> W20-1 2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE 3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS 4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN 5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED a=B00KER SPENCER KARINIEMI 6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10, TRAFFIC CONTROL SUPERVISOR 7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB � E N G I N E E R I N G 360-722-2852 SHEET NUMBER 4 OF 5 TRAFFIC CONTROL PLAN HOURS OF TCP: 8AM-5PM 24 HR CONTACT: JAYSON GREGORY CABLECOM JAYSON-GREGORY@KBMAIL.NET JOB NUMBER: N481930 JOB ADDRESS: 21130 HWY 99, EDMONDS DESCRIPTION: ACCESS VAULT TO RECEIVE BORE LEGEND TRAFFIC CONES b ® TEMP SIGN LOCATION WORK VEHICLE WORK AREA DDD ARROWBOARD LANE MINIMUM TAPER LENGTH = L (FEET) WIDTH POSTED SPEED (MPH) (FEET) 25 30 1 35 1 40 1 45 1 50 10 105 150 205 270 450 500 11 115 165 225 295 495 550 12 1 125 180 245 320 540 600 TYPE OF TCP: WORK HOURS PHASE OF WORK: BORE ROAD W20-1< > WORK AHEAD CHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 50 40 80 35/45 30 60 25/30 20 40 BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 120 125 130 135 140 145 150 155 160 165 LENGTH (FEET) 1115 1155 12001250130513601425149515701645 W20-1 SIGN SPACING = X RURAL ROADS 45/55 MPH 500'± RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350'± RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200'± RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100'± (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS AND DRIVEWAYS (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS PEDESTRIAN ESCORT: STOP WORK, SECURE PASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ON EXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BE FREE OF OVERHEAD HAZARDS WHEN PEDESTRIANS ARE MOVING THROUGH THE WORK ZONE. 450' 21018 21130 21116 21116 21018 N- _N- 121018 - - - - - - - - - :...�� ...... ...... ..... .................... ............................... .• .• .• . ... •..•...•.. •...•..................... ...... ...... ...... ...... HIGHWAY 99 ...... ...... - - - - ----------------------- __ �a.oc 21111 21025 21021 12'>AHEAD'J'X 3X* L/2 _I 270' CENTER LANE f* CLOSED AHEAD W20-5C W20-1 NOTES: 1. ALL SIGNS ARE 36" - 48" ACROSS 2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE 3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS 4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN 5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED 6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 1 V WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10, 7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB RESUB J U L 07 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BOOKER SPENCER KARINIEMI TRAFFIC CONTROL SUPERVISOR E N G 1 N E E R I N G 360-722-2852 SHEET NUMBER 5 OF 5 AT PROPOSED DRILL LOCATION INSTALL 90' 3F1 RADIUS ELBOW. 3/4" GRANULAR OR NATIVE 10 BACKFILL AS SPECIFIED, COMPACT TO 90%, NO BOXES WILL BE PLACED AT THIS LOCATION BORE AND PLACE (1)-2" CONDUIT / OkA6 AND FIBER OPTIC CABLE A MINIMUM R3 ' OF 36" BELOW GRADE (TYPICAL) 500, DSO ` Sp ' REMOVE AND REPLACE 7'X7' (49 SQ FT) SECTION OF SIDEWALK FOR BORE PIT MATCH TO SHEET 2 ♦ v BSp� ?s0 4� SO 10 SO , 1OQ p sp o \ A � 83p0, s Q BORE MACHINE FOOTPRINT � i s .00, (APPROXIMATE LOCATION) ♦ �_ 4/.50, REMOVE AND REPLACE 3'X3' (9 SQ FT) SECTION OF ASPHALT FOR BOREPIT. 3/4" GRANULAR OR NATIVE BACKFILL AS SPECIFIED, COMPACT TO 907 c/ MH-01 MH .00 s� MANHOLE ANOLECTLN UN K 0+00 MH MANHOL UNK UNK MH/� BEGIN CONSTRUCTION AT E; UNKHOLE� E / z EXISTING CONDUIT �o61 E � �o C/) \ SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM ENGINEERING DIVISION APPROVED AS NOTED Jai/, t#44 n,,wau 08/11/2021 VV 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. 8,50 s0, o/ G MANHOLE \ OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE CONSTRUCTION NOTES 1. ALL WORK AREAS TO BE RESTORED TO LIKE OR BETTER CONDITION, ACTUAL RESTORATION DETERMINED BY CITY INSPECTOR. 2. ALL OTHER UTILITIES ARE BASED OFF EXISTING LOCATES OR UTILITY STRUCTURES. 3. IT IS THE CONSTRUCTION CONTRACTORS RESPONSIBILITY TO CALL FOR LOCATES BEFORE DIGGING. 77 NOTIFY WSDOT 48-72 HOURS PRIOR TO START OF WORK. CONTACT BONIE NAU AT 206-440-4471 WORK HOURS - OFF PEAK ONLY M-F 9 AM TO 3 PM NO FEDERAL HOLIDAYS. \ RESTORATION REQUIREMENTS TO MEET WSDOT STANDARDS (SEE LAST PAGE OF PERMIT) CONSTRUCTION NOTES 4. POTHOLE EXISTING CROSSING INFRASTRUCTURE, HARD SURFACE POTHOLES TO BE CORED, AND DETERMINE ITS VERTICAL AND HORIZONTAL LOCATION THROUGH VACUUM EXCAVATION. 5. IF STEEL PLATES ARE USED THEY CANNOT STRADDLE LANES. 6. TEMPORARY HOT PATCHS MUST BE HOT MIX. 7. PAVEMENT CUTS MUST BE SAWCUT. LEGEND DIRECTIONAL DRILL — • • — • • — • • — NAME EXISTING LVL3 MANHOLE MH TYPE OWNER PROPOSED CTLN VAULT REMOVE/REPLACE SIDEWALK EXISTING LVL3 CONDUIT RIGHT OF WAY EASEMENT PROPERTY LINE FACE OF CURB EDGE OF PAVEMENT EXISTING SIDEWALK EXISTING STORM DRAIN EXISTING STORM MANHOLE EXISTING STORM INLET EXISTING SEWER EXISTING SEWER MANHOLE EXISTING WATER EXISTING FIRE HYDRANT EXISTING GAS EXISTING ELECTRIC EXISTING POWER VAULT/PED EXISTING STREET LIGHT \ EXISTING TELEPHONE EXISTING TELCO VAULT/PED EXISTING CAN EXISTING CAN VAULT/PED NAME El TYPE OWNER r--i L — —J —__ — R/W _____ 5/W SD MH 0 SEW MH V E o OR OR FTI OR EXISTING BUILDING POTHOLING LOCATION P i Know what's below. Call before you dig. 0 to' 20' SCALE: 1 "=20' 3 AS —BUILT 2 08/10/21 JAY REVISION # 4 1 09/11/20 1 JW JAY ORIGINAL NO. DATE JENG DESIGNI DRAFrING I COMMENT LawlW C0 R RU UI C AT I0 NS LEVEL 3 ENGINEER: Kayvan Fassnacht - 425.213.93778 ENGINEERING FIRM: K&B Technical Solutions PROJECT NUMBER: N481930 (CTLN WA-33097-12822) LOCATION: 7315 212TH ST SW EDMONDS, WA 98056 DRAWING NAME: 7315212TH St SW_33097_EDMONDS WA 98026_N481830_Pennits-REVA CONFIDENTIAL/PROPRIETARY SHEET: 1 OF 8 MATCH TO SHEET 3 CONSTRUCTION NOTES CONSTRUCTION NOTES / ♦ 0 j 1. ALL WORK AREAS TO BE RESTORED TO LIKE OR 4. POTHOLE EXISTING CROSSING INFRASTRUCTURE, BETTER CONDITION, ACTUAL RESTORATION HARD SURFACE POTHOLES TO BE CORED, AND DETERMINED BY CITY INSPECTOR. DETERMINE ITS VERTICAL AND HORIZONTAL 8 ♦ / LOCATION THROUGH VACUUM EXCAVATION. 2. ALL OTHER UTILITIES ARE BASED OFF EXISTING / LOCATES OR UTILITY STRUCTURES. 5. IF STEEL PLATES ARE USED THEY CANNOT / 00 STRADDLE LANES. �� ♦ 3. IT IS THE CONSTRUCTION CONTRACTORS i �00 \ 70RESPONSIBILITY TO CALL FOR LOCATES BEFORE 6. TEMPORARY HOT PATCHS MUST BE HOT MIX. / .00, o DIGGING. c 7. PAVEMENT CUTS MUST BE SAWCUT. IQ0 83001 � ♦ 0 Z ` LEGEND BORE AND PLACE (1)-2" CONDUIT AND ?SO' DIRECTIONAL DRILL — • • — • • — • • — FIBER OPTIC CABLE A MINIMUM OF 36" BELOW GRADE (TYPICAL) A / NAME �Q EXISTING LVL3 MANHOLE MH TYPE OWNER ♦ C S0, Q7 NAME ♦ �� PROPOSED CTLN VAULT ❑V TYPE / OWNER Q �� ♦ REMOVE/REPLACE SIDEWALK L _ _ J �z\1 EXISTING LVL3 CONDUIT - - �SO' RIGHT OF WAY --- = RiW ----- ONN ♦ c �� EASEMENT ♦ �� PROPERTY LINE �00, FACE OF CURB FOC EDGE OF PAVEMENT EOP EXISTING SIDEWALK S/W EXISTING STORM DRAIN So EXISTING STORM MANHOLE MH ♦ ov OD W EXISTING STORM INLET 0 � EXISTING SEWER SEW EXISTING SEWER MANHOLE q ♦ / EXISTING WATER W ♦ o EXISTING FIRE HYDRANT / EXISTING GAS EXISTING ELECTRIC E ♦ c EXISTING POWER VAULT/PED o FOR �♦ �o l� EXISTING STREET LIGHT EXISTING TELEPHONE T ♦ EXISTING TELCO VAULT/PED OR FT1 / EXISTING CAN EXISTING CAN VAULT/PED OR �♦ w EXISTING BUILDING POTHOLING LOCATION P /off 3 AS —BUILT MATCH TO SHEET 1 � 2 08/10/21 JAY REVISION # 4 1 09/11/20 Jw JAY ORIGINAL NO. DATE ENG DESIGN DRAFTING COMMENT Know what's below. Call before you dig. e10 C0 R RU UI C AT I0 NS LEVEL 3 ENGINEER: Kayvan Fassnacht - 425.213.93778 ENGINEERING FIRM: K&B Technical Solutions PROJECT NUMBER: N481930 (CTLN WA-33097-12822) LOCATION: 7315 212TH ST SW 0 to' 20' EDMONDS, WA 98056 DRAWING NAME: 7315212TH St SW_33097_EDMONDS WA 98026_N481830_Pemits-REV.dwy SCALE: 1 "=20' CONFIDENTIAL/PROPRIETARY SHEET: 2 OF 8 CONSTRUCTION NOTES G 21130 E— R/W E R/W� S/ W W IA/ S/W LLO- —W CD O o—o Iv; o R/W- -S/w �W— FOC —TT TT o — GD SD000 t � �. �' dc \ �� 350, REMOVE AND REPLACE 4'x8' (32 SQ FT) ' V SECTION OF CEMENT FOR BORE PIT. / INSTALL 45' 3FT RADIUS ELBOW. 3/4" • �� GRANULAR OR NATIVE BACKFILL AS 0' SPECIFIED, COMPACT TO 90% MATCH TO SHEET 2 OWNER SNOPUD COVER with ADJUSTABLE FRAME No. 25P ASSEMBLY 229 lbs. i off—street locations where not subjected to high density traffic. BASE 1 2.320 It. � 2,Ibs 4. POTHOLE EXISTING CROSSING INFRASTRUCTURE, HARD SURFACE POTHOLES TO BE CORED, AND DETERMINE ITS VERTICAL AND HORIZONTAL LOCATION THROUGH VACUUM EXCAVATION. 5. IF STEEL PLATES ARE USED THEY CANNOT STRADDLE LANES. 6. TEMPORARY HOT PATCHS MUST BE HOT MIX. 7. PAVEMENT CUTS MUST BE SAWCUT. �j TRF� / LEGEND \ DIRECTIONAL DRILL — • • — • • — • • — Full 180' Open Gnlvonkled Diamond Plate Doors pteekin9 Belts --- NAME Optional—NonSlip Doors Bolt Down Locking EXISTING LVL3 MANHOLE MH TYPE (2) - }" Din. Hex Bolt= OWNER ---=--- = NAME --==-=-==-=-=-=-== - }• PROPOSED CTLN VAULT ❑V TYPE OWNER 32 4- Dim. Lift Hole (1 Each Side) > 1 L- 3'-4" S" 8"x 10" Blackout �(1 Each End) TYPICAL DETAIL — #1 UTILITY VAULT PRE -CAST 253TA OLDCASTLE - 25495139 R/W 700 R/W00, R/W 7/ oo� a Know what's below. Call before you dig. 0 to' 20' SCALE: 1 "=20' REMOVE/REPLACE SIDEWALK J L__J EXISTING LVL3 CONDUIT — — RIGHT OF WAY R/W- EASEMENT------------ PROPERTY LINE FACE OF CURB FOC EDGE OF PAVEMENT —EOP EXISTING SIDEWALK S7W EXISTING STORM DRAIN SD EXISTING STORM MANHOLE MH EXISTING STORM INLET 0 EXISTING SEWER SEW EXISTING SEWER MANHOLE q EXISTING WATER W EXISTING FIRE HYDRANT V EXISTING GAS EXISTING ELECTRIC E EXISTING POWER VAULT/PED o OR EXISTING STREET LIGHT EXISTING TELEPHONE T EXISTING TELCO VAULT/PED OR FT1 EXISTING CAN EXISTING CAN VAULT/PED OR EXISTING BUILDING POTHOLING LOCATION P CONSTRUCTION NOTES CONSTRUCTION NOTES K ff, F/W R W E— W W S W W S r FO T FOT FOC T— Lo T Cf) T T W W 2 U) O 2 � Q- - - - -SEW SEW— S/W—o FOC CDCD N G-O 6' - G FOC FOC + FOC ^ F C -- S/W R /W S/W o /,v S/W R/W S/W R/W--- BORE AND PLACE (1)-2" CONDUIT AND FIBER OPTIC CABLE A MINIMUM OF 36" BELOW GRADE (TYPICAL) 1. ALL WORK AREAS TO BE RESTORED TO LIKE OR BETTER CONDITION, ACTUAL RESTORATION DETERMINED BY CITY INSPECTOR. 2. ALL OTHER UTILITIES ARE BASED OFF EXISTING LOCATES OR UTILITY STRUCTURES. 3. IT IS THE CONSTRUCTION CONTRACTORS RESPONSIBILITY TO CALL FOR LOCATES BEFORE DIGGING. R/ °v R/W OWN R S/W R/W E R/ yW SNO UD W—� S�W WS/W W S W —FOC FOC T T T FOC FOC FO M —T T T T T T T MH TT m T P.1 LU LU � 2 U O 2 U _ Q 212TH ST SW SEW - - - - - SEW SEW— FOC- - - g (538') - �//W- 0 CD 0 0 Cd Ln G � � _;FOC GFOC S/WF_ — Know what's below. Call before you dig. 0 to' 20' 4. POTHOLE EXISTING CROSSING INFRASTRUCTURE, HARD SURFACE POTHOLES TO BE CORED, AND DETERMINE ITS VERTICAL AND HORIZONTAL LOCATION THROUGH VACUUM EXCAVATION. 5. IF STEEL PLATES ARE USED THEY CANNOT STRADDLE LANES. 6. TEMPORARY HOT PATCHS MUST BE HOT MIX. 7. PAVEMENT CUTS MUST BE SAWCUT. LEGEND DIRECTIONAL DRILL — • • — • • — • • — NAME EXISTING LVL3 MANHOLE MH TYPE OWNER NAME PROPOSED CTLN VAULT El TYPE OWNER REMOVE/REPLACE SIDEWALK J L--J EXISTING LVL3 CONDUIT - - RIGHT OF WAY RiW EASEMENT ------------ PROPERTY LINE FACE OF CURB FOC EDGE OF PAVEMENT —EOP EXISTING SIDEWALK S/W EXISTING STORM DRAIN SO EXISTING STORM MANHOLE MH EXISTING STORM INLET 0 EXISTING SEWER SEW EXISTING SEWER MANHOLE q EXISTING WATER W EXISTING FIRE HYDRANT V EXISTING GAS EXISTING ELECTRIC —E— EXISTING POWER VAULT/PED o OR EXISTING STREET LIGHT EXISTING TELEPHONE —T— EXISTING TELCO VAULT/PED OR FT1 EXISTING CAN EXISTING CAN VAULT/PED OR EXISTING BUILDING POTHOLING LOCATION P 3 1 1 1 AS —BUILT 2 08/10/21 1 1 JAY REVISION # 4 1 09/11/201 JW I JAY ORIGINAL VO. DATE JENG DESIGNI DRAFTING I COMMENT O co1111u1 LEVEL 3 ENGINEER: Kayvan Fassnacht - 425.213.93778 ENGINEERING FIRM: K&B Technical Solutions PROJECT NUMBER: N481930 (CTLN WA-33097-12822) LOCATION: 7315 212TH ST SW EDMONDS, WA 98056 DRAWING NAME: 7315212TH St SW_33097_EDMONDS WA 98026_N481830_Pennits-REVA CONFIDENTIAL/PROPRIETARY SHEET: 4 OF 8 CONSTRUCTION NOTES CONSTRUCTION NOTES 1. ALL WORK AREAS TO BE RESTORED TO LIKE OR 4. POTHOLE EXISTING CROSSING INFRASTRUCTURE, __ �G/L k g B Its a PI I D Gp,ioaa ,,Slip Doors e °o,= BETTER CONDITION, ACTUAL RESTORATION HARD SURFACE POTHOLES TO BE CORED, AND _ =__=__ B°" °° " i.. H DETERMINED BY CITY INSPECTOR. DETERMINE ITS VERTICAL AND HORIZONTAL CDVER with _____________ Di.. Hex Bolts ADdDSTABLE FRAME-_-__-_--jTjTTTTTTT-T___-__ -_ LOCATION THROUGH VACUUM EXCAVATION. No. 25P ASSEMBLY-'------------------ 22g___________________________ - 2. ALL OTHER UTILITIES ARE BASED OFF EXISTING "ftff- f°` Ue. LOCATES OR UTILITY STRUCTURES. 5. IF STEEL PLATES ARE USED THEY CANNOT fbl, f,et boolio___________ , " wahe n t .ibfe°lee"s - __________ t high tl nsily 711 STRADDLE LANES. 3. IT IS THE CONSTRUCTION CONTRACTORS BASE 3'-- RESPONSIBILITY TO CALL FOR LOCATES BEFORE 6. TEMPORARY HOT PATCHS MUST BE HOT MIX. No. 253-BT 2,320 Ibs 4'- Dia. Lift Hole 3._,.. Eaah Side) DIGGING. 7. PAVEMENT CUTS MUST BE SAWCUT. 3.-q.. S/WGalvonizedJ R /W 'cam Channel (1 Eoch Side) 5'-3" W SSW -FOC vv - T — /z-3}`(1 E ehBlend)"t FOC T T TYPICAL DETAIL - #1 T UTILITY VAULT PRE —CAST 253TA OLDCASTLE — 25495139 EW —SDK /W- --FOC- SEW SEW SEW —FOC FOC T T — T T SEW R /W T moo/ CD W S W W W E T FOC W T = TEOP T EOP EOP— _ T n T T T- - - - - - - o � � w 212TH ST SW `" w 0 0 2 o Ln --- -- ---- CO n ~ —+ G VT-01 -S(:)S G - -G G 25TA C o-� �FOC cD FOC SD FOC SD FOC9+07SD += a' 341' - - - ' I S/f/W S/e/W S/P/W BORE MACHINE FOOTPRINT (APPROXIMATE LOCATION) N SE SEW �) S_ N—o SEW— - - 0 CD Q G o o G SD G G +—G - -o - F C FOC + F C oo FOC /.., S ( $) 3/W S/W R/W S/W R/W S/W F W 0 w o BORE AND PLACE (1)-2" CONDUIT AND -- - - w FIBER OPTIC CABLE A MINIMUM OF 36" PROPOSED 25TA VAULT BELOW GRADE (TYPICAL) -3/4" GRANULAR OR NATIVE BACKFILL AS SPECIFIED, COMPACT TO 90% MINIMUM 5SEPERATION REQUIRED BETWEEN THE VAULT AND THE SIDE SEWER Know what's below. Call before you dig. 0 to' 20' LEGEND DIRECTIONAL DRILL —••—••—••— NAME EXISTING LVL3 MANHOLE MH TYPE OWNER NAME PROPOSED CTLN VAULT ❑V TYPE OWNER REMOVE/REPLACE SIDEWALK J L--J EXISTING LVL3 CONDUIT - - RIGHT OF WAY R/W- EASEMENT------------ PROPERTY LINE FACE OF CURB FOC EDGE OF PAVEMENT —EOP EXISTING SIDEWALK S/W EXISTING STORM DRAIN SD EXISTING STORM MANHOLE MH EXISTING STORM INLET 0 EXISTING SEWER SEW EXISTING SEWER MANHOLE q EXISTING WATER W EXISTING FIRE HYDRANT EXISTING GAS EXISTING ELECTRIC E EXISTING POWER VAULT/PED o OR EXISTING STREET LIGHT EXISTING TELEPHONE —T— EXISTING TELCO VAULT/PED o OR ❑T EXISTING CAN EXISTING CAN VAULT/PED OR EXISTING BUILDING POTHOLING LOCATION P 3 1 1 1 AS —BUILT 2 08/10/21 1 1 JAY REVISION # 4 1 09/11/20 1 JW I JAY ORIGINAL VO. DATE JENG DESIGNI DRAFTING I COMMENT 3' C O N N U III e A T 10 IIS 1p LEVEL 3 ENGINEER: Kayvan Fassnacht - 425.213.93778 ENGINEERING FIRM: K&B Technical Solutions PROJECT NUMBER: N481930 (CTLN WA-33097-12822) LOCATION: 7315 212TH ST SW EDMONDS, WA 98056 DRAWING NAME: 7315212TH St SW_33097_EDMONDS WA 98026_N481830_Pennits-REVA CONFIDENTIAL/PROPRIETARY SHEET: 5 OF 8 PROPOSED 25TA VAULT 4" GRANULAR OR NATIVE BACKFILL AS SPECIFIED, COMPACT TO 90% CD o VT-02 25TA o CTLN c) 13+01 OOWNER, o L2(APP:r �T' z+}pr� T- T- Sr i r VC L— —J�TW o0 0T -^—W T— EWSDPRINTLTION) - — �L0 W - SEW SEW LL! I 2 U) O G G U -- FOC C cQ I - - --J R BORE MACHINE FOOTPRINT (APPROXIMATE LOCATION) E W T \J_," -E 14r w- 0 -TF TF Lw Q oz Lw o w U� N �tT /W E R E JR/w �/ E- W �/w WSW=� T FOC FOC MH T MH T T T 212TH ST SW 00 0 o Ln r� o --SEW SEW � _o SE � SD^ (341') =a TAND BORE (1)-2" CONDUIT AND FIBER OPTIC CABLE A MINIMUM OF 36" BELOW GRADE (TYPICAL) 7100 CONSTRUCTION NOTES 1. ALL WORK AREAS TO BE RESTORED TO LIKE OR BETTER CONDITION, ACTUAL RESTORATION DETERMINED BY CITY INSPECTOR. 2. ALL OTHER UTILITIES ARE BASED OFF EXISTING LOCATES OR UTILITY STRUCTURES. 3. IT IS THE CONSTRUCTION CONTRACTORS RESPONSIBILITY TO CALL FOR LOCATES BEFORE DIGGING. R/W 1 —W S/W E S W W —FOC FOC T T T Tv rT LO — — — — SEW - W L1J 2 U) o CD C) g o O N � -G G T D FOC SD FOC- Q $ - _ _F - - SV �1 /w /�'//w-- 0 CONSTRUCTION NOTES 4. POTHOLE EXISTING CROSSING INFRASTRUCTURE, HARD SURFACE POTHOLES TO BE CORED, AND DETERMINE ITS VERTICAL AND HORIZONTAL LOCATION THROUGH VACUUM EXCAVATION. 5. IF STEEL PLATES ARE USED THEY CANNOT STRADDLE LANES. 6. TEMPORARY HOT PATCHS MUST BE HOT MIX. 7. PAVEMENT CUTS MUST BE SAWCUT. LEGEND DIRECTIONAL DRILL — • • — • • — • • — NAME EXISTING LVL3 MANHOLE MH TYPE OWNER NAME PROPOSED CTLN VAULT ❑V TYPE OWNER REMOVE/REPLACE SIDEWALK J L--J EXISTING LVL3 CONDUIT - - RIGHT OF WAY R/W- EASEMENT------------ PROPERTY LINE FACE OF CURB FOC EDGE OF PAVEMENT —EOP EXISTING SIDEWALK S/W EXISTING STORM DRAIN SO EXISTING STORM MANHOLE MH EXISTING STORM INLET 0 EXISTING SEWER SEW EXISTING SEWER MANHOLE q EXISTING WATER W EXISTING FIRE HYDRANT V EXISTING GAS EXISTING ELECTRIC —E— EXISTING POWER VAULT/PED o OR EXISTING STREET LIGHT EXISTING TELEPHONE —T— EXISTING TELCO VAULT/PED E: OR FT1 EXISTING CAN EXISTING CAN VAULT/PED OR EXISTING BUILDING POTHOLING LOCATION P Know whabs below. Call before you dig. 0 10' 20' SCALE: 1 "=20' 3 AS —BUILT 2 08/10/21 JAY REVISION # 4 1 09/11/20 Jw JAY ORIGINAL NO. DATE ENG DESIGN DRAFTING COMMENT Am�' O CON N U NICATIONS LEVEL 3 ENGINEER: Kayvan Fassnacht - 425.213.93778 ENGINEERING FIRM: K&B Technical Solutions PROJECT NUMBER: N481930 (CTLN WA-33097-12822) LOCATION: 7315 212TH ST SW EDMONDS, WA 98056 DRAWING NAME: 7315212TH St SW_33097_EDMONDS WA 98026_N481830_Pemits-REV.dwg CONFIDENTIAL/PROPRIETARY SHEET: 6 OF 8 CONSTRUCTION NOTES CONSTRUCTION NOTES 1. ALL WORK AREAS TO BE RESTORED TO LIKE OR BETTER CONDITION, ACTUAL RESTORATION DETERMINED BY CITY INSPECTOR. 2. ALL OTHER UTILITIES ARE BASED OFF EXISTING LOCATES OR UTILITY STRUCTURES. 3. IT IS THE CONSTRUCTION CONTRACTORS RESPONSIBILITY TO CALL FOR LOCATES BEFORE DIGGING. 4. POTHOLE EXISTING CROSSING INFRASTRUCTURE, HARD SURFACE POTHOLES TO BE CORED, AND DETERMINE ITS VERTICAL AND HORIZONTAL LOCATION THROUGH VACUUM EXCAVATION. 5. IF STEEL PLATES ARE USED THEY CANNOT STRADDLE LANES. 6. TEMPORARY HOT PATCHS MUST BE HOT MIX. 7. PAVEMENT CUTS MUST BE SAWCUT. BORE AND PLACE (1)-2" CONDUIT AND FIBER OPTIC CABLE A MINIMUM OF 36" PROPOSED 25TA VAULT LEGEND BELOW GRADE (TYPICAL) 3/4" GRANULAR OR NATIVE BACKFILL _CD AS SPECIFIED, COMPACT TO 90% DIRECTIONAL DRILL — • • — • • — • • — jUWNLK o VT-03 NAME CD CD R/W i R W OWNER CTLN EXISTING LVL3 MANHOLE MH TYPE r✓ - —R/W-- - R/ SNOPUD R W 14+39 o o OWNER /RWV R/WR/W AWo NAME 0 316' T o _ o ' - - - o W-- E S W PROPOSED CTLN VAULT ❑V TYPE ri o SD SD oC� o SD o I row _ �� _ OWNER N �. O o — J Ln ' }�T T -� + o 138' �C-oo --� W W T �-N W o o Ton REMOVE/REPLACE SIDEWALK L__ W -- SEW SEW rr T -----T--------- 7 W T —o--W + 6 _0o w 2 E-W SEW BORE MACHINE FOOTPRINT T W ^T m W T � � 2 EXISTING LVL3 CONDUIT - - O (APPROXIMATE LOCATION) SEW SEW SEW Q U) RIGHT OF WAY EW O MH - - -r----- - - - - SD H EASEMENT - - - - - - - - - - - - _ — — — _ 212TH ST SW _SDcD S SID = PROPERTY LINE SEW MH - - --- — — cD FACE OF CURB —FOC SEW SEW SEW SEW SEW � -- EDGE OF PAVEMENT EOP F °pen of oni=ed Diam°nd Piofe D°°rs EW SEE W-- - - - EXISTING SIDEWALK Siw cD w/Locking Bolts o o EXISTING STORM DRAIN SD B °°"" L°`ki > EXISTING STORM MANHOLE MH ____ __ (z) ee: epics _ G G G COVER with_--------i�=i-',_J,_P-�' - N — ADJUSTABLE FRAME - ______________________ /` EXISTING STORM INLET 0 No. 25sP ASSEMBLY __________ V G` 22g ".__________________________ _ FOC FOC FOC G G G EXISTING SEWER Suito°bie for us _ SEW rff-sot eet mc°tion-------------- „e n e,ubfeC s ____________ } W FOC FOC FOC FOC EXISTING SEWER MANHOLE MH o high d " c offm. --_ --- BA8 3 `,k R W S WLn EXISTING WATER W N,. 256sBT 4 �_ S/W / T RS/WW R�W RS WW W S W EXISTING FIRE HYDRANT 3._1.. (1 Each Side) / I/W OWNER R/W EXISTING GAS COMCAST EXISTING ELECTRIC E EXISTING POWER VAULT/PED o OR 3•-4.. EXISTING STREET LIGHT 4' L °ni¢ed 38 EXISTING TELEPHONE 1 Chonnei (1 Each Side) 5'-3" EXISTING TELCO VAULT/PED OR FTI 8"„°' Bi°ck°°° EXISTING CAN � (, Eo°h End) EXISTING CAN VAULT/PED OR TYPICAL DETAIL - #1 EXISTING BUILDING UTILITY VAULT PRE —CAST 253TA OLDCASTLE — 25495139 POTHOLING LOCATION P I 3 AS —BUILT 2 08/10/21 JAY REVISION # 4 1 09/11/20 Jw JAY ORIGINAL NO. DATE ENG DESIGN DRAFTING COMMENT Know what's below. Call before you dig. WO CORR O NICATIO NS LEVEL 3 ENGINEER: Kayvan Fassnacht - 425.213.93778 ENGINEERING FIRM: K&B Technical Solutions PROJECT NUMBER: N481930 (CTLN WA-33097-12822) LOCATION: 7315 212TH ST SW 0 to' 20' EDMONDS, WA 98056 DRAWING NAME: 7315212TH St SW_33097_EDMONDS WA 98026_N481830_Pemits-REV.dwg SCALE: 1 "=20' CONFIDENTIAL/PROPRIETARY SHEET: 7 OF 8 S/W cn L111111111 �S/W S/W S/W BORE MACHINE FOOTPRINT _ (APPROXIMATE LOCATION) I FOC FOC FOC FOC EXIT CITY OF EDMONDS ROW OWNER /W R/W_ MD—R/W R/W-- / i� r T W / W T T LSD FOC SD M FOC SD FC T T W T W T SEW W SEW SEW SEW SEW C C FOC FOC- S/W_ R/WR/W OC by �1x � E R/C'' T T J T D oo F� D F0C Flo - ��- T SD SC^ T T EW W BORE MACHINE SFOOTPRINT SEW W SEW W EW (APPROXIMATE LOCATION) - - - - - - _ 212TH ST SW a o o -o SEW-- - - - - - - - - SEW d SEW SEWS-E FOC m R/W S/W R/W S/W R OC CD S/ W 00 R/W R/W-T CONSTRUCTION NOTES BUILDING 1. ALL WORK AREAS TO BE RESTORED TO LIKE OR 7315 212TH ST SW BETTER CONDITION, ACTUAL RESTORATION DETERMINED BY CITY INSPECTOR. 2. ALL OTHER UTILITIES ARE BASED OFF EXISTING LOCATES OR UTILITY STRUCTURES. S/W 3. IT IS THE CONSTRUCTION CONTRACTORS -S/W S/W S/W RESPONSIBILITY TO CALL FOR LOCATES BEFORE DIGGING. -FOC FOC --- FOC _<�0G BORE AND PLACE (1)-2" CONDUIT AND FIBER OPTIC CABLE A MINIMUM OF 36" BELOW GRADE (TYPICAL) o CD 0 0 4Lri W R/W� �F0C T -T- SEW H w w 2 R/W U F E-- 0 �T o T CD o=o_ E- U o Ln_o cD MF Q T T < �— T —S W W W SE SEW-- —G -FOC W R/W Know what's below. Call before you dig. 0 to' 20' SCAT F• 1 "-9n' CONSTRUCTION NOTES 4. POTHOLE EXISTING CROSSING INFRASTRUCTURE, HARD SURFACE POTHOLES TO BE CORED, AND DETERMINE ITS VERTICAL AND HORIZONTAL LOCATION THROUGH VACUUM EXCAVATION. 5. IF STEEL PLATES ARE USED THEY CANNOT STRADDLE LANES. 6. TEMPORARY HOT PATCHS MUST BE HOT MIX. 7. PAVEMENT CUTS MUST BE SAWCUT. LEGEND DIRECTIONAL DRILL — • • — • • — • • — NAME EXISTING LVL3 MANHOLE MH TYPE OWNER NAME PROPOSED CTLN VAULT ❑V TYPE OWNER REMOVE/REPLACE SIDEWALK J L--J EXISTING LVL3 CONDUIT — — RIGHT OF WAY RiW EASEMENT --- = ----- PROPERTY LINE FACE OF CURB FOC EDGE OF PAVEMENT —EOP EXISTING SIDEWALK Sew EXISTING STORM DRAIN SO EXISTING STORM MANHOLE MH EXISTING STORM INLET 0 EXISTING SEWER SEW EXISTING SEWER MANHOLE q EXISTING WATER w EXISTING FIRE HYDRANT V EXISTING GAS EXISTING ELECTRIC E EXISTING POWER VAULT/PED o OR EXISTING STREET LIGHT EXISTING TELEPHONE —T— EXISTING TELCO VAULT/PED OR FT1 EXISTING CAN EXISTING CAN VAULT/PED OR EXISTING BUILDING POTHOLING LOCATION P 3 1 1 1AS-BUILT 2 08/10/21 JAY REVISION # 4 1 09/11/20 JW JAY ORIGINAL NO. DATE �ENG DESIGN DRAFTING COMMENT LevelW C O N NU N I C AT 10 N5 LEVEL 3 ENGINEER: Kayvan Fassnacht - 425.213.93778 ENGINEERING FIRM: K&B Technical Solutions PROJECT NUMBER: N481930 (CTLN WA-33097-12822) LOCATION: 7315 212TH ST SW EDMONDS, WA 98056 DRAWING NAME: 7315212TH St SW_33097_EDMONDS WA 98026_N481830_Permits-REVA CONFIDENTIAL/PROPRIETARY SHEET: 8 OF 8 WSDOT RESTORATION REQUIREMENTS a. Cut in unpaved area outside of shoulder i. Backfill with native material, compact (no loose material left behind), restore to pre -construction b. Cut in unpaved shoulder i. Backfill with gravel or select borrow, compact using method "C", place shoulder dressing c. Potholing(Paved) (maximum 12" dimension) i. Backfill with CDF, match existing HMA or concrete depth. ii. 5' minimum distance from other potholes d. Potholing(Soft Shoulder ditch and outside) (maximum 12" dimension) i. Backfill with Native Material, 12" topsoil min below ground. e. Jacking pit or Bore Pit i. Repave with HMA Class '2" PG 58H-22. ii. Pave full lane or shoulder width five feet (5') on either side of the pit longitudinally matching existing HMA depth. iii. CDF backfill should be used only where compaction is hard to reach (such as an open cut where trench width is less than 40"), gravel borrow or select borrow is normally the preferred back fill to have free draining material. iv. Maximum trench width needs to be outside casing pipe width plus one foot on either side. v. The top lift paving minimum width needs to be 40" plus 6" minimum on both sides. vi. CSBC thickness should specify 4" minimum or match existing depth whichever is greater. vii. Pavement to be replaced to the centerline or lane line on lane of open cut". f. Cutting Concrete Roadway i. Replace full panel, match existing depth or 0.75' whichever is higher. Match existing underlayment material and depth. g. Asphalt over concrete No less than % of PCCP panel can be left. Replace removed PCCP portion with HMA, match existing HMA depth over concrete panel. h. Concrete sidewalk i. Full panel replacement to the nearest joint. 12