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ENG2022-0138 ROW PERMITOF WAY PERMIT PERMIT NUMBER City of Edmonds EdmondsRIGHT •:• • 1 1 www.cityofedmonds.gov• • Description: APS TO POTHOLE 2 UTILITIES AT 3 LOCATIONS ISSUED: 04/13/2022 Address: 23601 HIGHWAY 99 EDMONDS WA 98026-9212 EXPIRES: 10/13/2022 rmit Type: RIGHTOFWAY Permit Subtype: MULTIFAMILY Parcel Number: 00451900100201 i NAME TYPE NAME ADDRESS PHONE APPLICANT JOHN GARDIN 43530 SE NORTH BEND WA, NORTH BEND WA 98045 (425)864-5547 CONTACT APPLIED PROFESSIONAL SERVICES 43530 SE NORTH BEND WA, NORTH BEND WA 98045 (425)864-5547 CONTRACTOR Applied Professional Services 43530 SE North Bend Way, North Bend WA 98045 (425)864-5547 OWNER 234 EDMONDS JCV LLC 2442 NW MARKET ST. 562, SEATTLE WA 98107-4137 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 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 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 ENGINEERING DIVISION ALL WORK SHALL BE COMPLETED BY •�""""r" • "DTED JUNE 1, 2022 FOR CITY HIGHWAY 99 PROJECT. RELEASE[ � I 14/13/2022 DATE Printed: Wednesday, April 13, 2022 11:24:46 AM 1 of 2 KIRRMF WAY PERMIT City of Edmonds Edmonds•:• •ENG2022-01381 . -. ov/425.771.0220 CONDITIONS CONDITION TYPE ALERT RESIDENTS ALERT AFFECTED RESIDENTS AND OR BUSINESSES PRIOR TO WORK START. It is the owner's responsibility to repair/replace all damage of utilities or frontage improvements in DAMAGE TO FRONTAGE City right of Ways or Easements to City Standards caused by or occurring during the permitted IMPROVEMENTS project. MAINTAIN EROSION AND SEDIMENTATION CONTROL PER CITY AND SWMMW STANDARD ESC REQUIREMENTS REQUIREMENTS. Applicant, on behalf of his or her spouse, heirs, assigns, and successors in interests, agrees to indemnify defend and hold harmless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of whatever nature, arising directly or indirectly from the HOLD HARMLESS issuance for this permit. Issuance of this permit shall not be deemed to modify, waive or reduce any requirements of any City ordinance nor limit in any way the City's ability to enforce any ordinance provision. SCHEDULE REQUIRED INSPECTIONS AS NOTED THROUGH MY BUILDING PERMIT. INSPECTIONS www.mybuildingpermit.com POTHOLING VERIFY CLEAR BORE CROSSINGS. RESTORE LANDSCAPE Restore landscape to like or better conditions Sound or noise originating from temporary construction sites as a result of construction activity are exempt from the noise limits of ECC Chapter 5.30 only during the hours of 7:OOam to 6:OOpm on SOUND AND NOISE weekdays and 10:OOam and 6:OOpm on Saturdays, excluding Sundays and Federal Holidays. At all other times the noise originating from construction sites and activities must comply with the noise limits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120. All utilities shall be located prior to any excavation. New locates shall be called for if at time of UTILITY LOCATES excavation, original locates are no longer identifiable. INSPECTIONS INSPECTION TYPE DATE RESULT COMPLETE X-2 ENGINEERING FINAL** E-7 RESTOR LIMITS E-7 TRAFFIC CTRL Printed: Wednesday, April 13, 2022 11:24:46 AM 2 of 2 RECEIVED I of EpiyO�o� RIGHT OF WAY CONSTRUCTION APR 01 2022 - PERMIT APPLICATION CITY OF EDMONDS Complete and submit this Application in accordance with the Submittal DEVELOPMENT p PP SERVICES DEPARTMENT l'vc. Ise0 Requirements outlined in Right -of -Way permit Handout E63. 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 Apollo Apartments Water and Sewer Plan Site Address or if no site address use Property Address at NW corner of project area: 2 3 6 01 HWY 9 9 Associated Permits: BLD PLN ENG Owner and Entity Holding Name of Company Applied Professional Services Franchise Ordinance No: PointofContact John Gardin Title Division Manacrer Address 43530 SE North Bend Way city North Bend State WA zip 98045 Phone 425 864-5547 Email johncf@apslocates.com Contractor and Authorized Agent of Owner (see note below) Name of Company Applied Professional Services Contractor Contacts During Construction Primary Name Chris Dunham Agent Name John Gardin Title General Manager Title Division Manacfer Mobile (206) 571-1867 Address 43530 SE North Bend WaV Email chrisd@apslocates.com City North Bend I State WA Zip 98045 Secondary Name JD Phone 425 864-5547 Title Project Manager Email Johnq@apslocates.com Mobile (206) 920-3277 City of Edmonds Business License No: NR— 014 5 5 9 Email ldcf@apslocates.com State License No: A P P L I P S 9 81 L D m Contractor verifies it is currently bonded Contractor verifies it currently has general liability insurance 1VU1h: 1 CDC 18.60.020 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? LaOther, please specify: Utility Potholing Only ❑ Utility Franchise Work associated with development (check one of the above boxes as well) ❑ Traffic Control Only (no associated development) City of Edmonds ROW construction permit Application --Page 1 of 3 Updated 3/25/2021 ❑ Utility Franchise Work (no associated development) Project Description 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.) APS to pothole 2 utilities at 3 locations to obtain the depth and the location for design purposes. RIGHT-OF-WAY CLOSURE AREA TOTAL DURATION (Number of Months) Sidewalk 72 hours + LF JxJ LF SF Alley 72 hours + LF JxJ F SF Parking 72 hours + LF JxJ LF SF SECTION B - If you are not a utility company performing work in the City ROW, skip to SECTION C. 1. The work in the right of way is on or for the following type of facilities: ❑ telecommunications ❑ cable ❑ power ❑ gas * water ❑ sewer z storm Details 1. Does the utility owner have existin overhead infrastructure in the area of work? X 2. Will any equipment be added underground or above ground (e.g. 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 existingunderground common utilitysystem? 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? X Are the additions for the purpose of serving a single-family residential subdivision? X Details of • to be Completed Me 6. Does your project involve rebuilding or replacing utility equipment which currently serves more than one lot or commercial development? X City of Edmonds ROW construction permit Application --Page 2 of 3 Updated 3/25/2021 If yes, answer the following questions related to project area, i.e. the actual area in which the project is proposed: 6a. Does your project involve wires/cables/lines? If yes: X How many are existing? I I How many are to be added? 6b. Does your project involve poles? If yes: x How many poles are existing in the project area? What is the height of the existing poles? How many poles 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 many? I I 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: John G a rd I n DATE: 4/ 1/ 2 0 2 2 APPLICANT PRINTED NAME: John Gardin APPLICANT TITLE: Division Manager NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE City of Edmonds ROW construction permit Application --Page 3 of 3 Updated 3/25/2021 SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM HOT MIX FOR TEMP ASPHALT. FULLY,U°=62 RESTORATION / REQUIRED.°" \ EXISTING FH TO REMAIN \ r \` 12'01 SPOOL (Ml) eVALVECLUSTERPERCITYOFEOMONDSSTOWA-181 ` C4.3(FIZMI) (1) 12-6- TIE (ALL FL) /``♦ GV (FLxMI) 26 LF-I'DIP MUCH JOINT FIRE LINE TO RISER ROO DCDA IN RISER ROOM ON PROPERTY p• Ag 4 5 H RppY( C¢; .C'h 3/4" IRRIGATION METER AND SERVICE W/BACKFLOW DEVICE 12'lY( /-f�-440 U / •s2. / I FDCW/4"STO"FITTING/ a / THLS NEEDS TO BE / / UL-APPROVED AND HAVE / 31Y DOWNTURN- / 41 ,1 1 %f• s NE 1 /4, SE 1 /4, SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. C WATERANDSEWERPIANN DUE TO CITY HWY 99 PROJECT, 1. FIRE LINESI2ETOBECO ENGINEERING 2. PLUMBING CONSULTAI ALL WORK SHALL BE DM 4DS AVE. 5., SURE 200 DRYFF OF IES#OTNNG P4. BRING POLE DO F LAU-41Z12 f}(03-y2 NY. B• P.C(f)=006.71 3. TAP AT FIRE SERVICE LitEDNONDS, WA5) 775 N 0020 //� //� //� PHONE (425) 73-55500 / I �'Y yaY,y2 W/. 8' ft[(Y)=106.96' TO ADIACEFFT STORM C O M P L E T E D B Y J U N E 1 LOLL FAX (429) 775-5535 y0D'1T YN. B' P,9;(S)-10675' 'Us _� '\ / Ll _ �- -QVP ,- _ 1 4. TYPICAL WATER VALVE 7 T � S. CITY WIILNSEWER MAIN PRIOR TO FINAL ACCEPTANCE. _L2915 � �III�1j T 1 �2. .) `L 6. AMINIMUM OF 3'HORILONTAL SEPARATION AND VVERTICAL SEPARATION IS REQUIRED BETWEEN DRY UTILITIES (POWER, GAS, PHONE, CABLE, ETC.)AND -- /•-- _-'I Inl,y1 P1,,,, pA g SEWER, WATER AND STORM. A MINIMUM OF S'HORIZONTAL SEPARATION AND I'VERTICAL SEPARATION FROM ANY CITY -OWNED UNES. 7 _ }- 1 3-17-2 . 1� C� [• N5jrJ531•M� -I-_ 1 1 7. AMINIMUM OF 2'OF COVER IS REQUIRED FOR ALL PIPES LOCATED UNDER DRIVABLE SURFACES AND I'Of COVER UNDER LANDSCAPE SURFACES. WHERE / TT 1 J T. S. W. z'M' I I L o -- - - -- L ADEQUATE COVER CANNOT BE ATTAINED, DUCTILE IRON PIPE SHALL BE USED. M1 'I I�III�I -F.911 7 - m-�----_�._ 8. EFIEUDVNGINEER. DOMESTIC AND FIRE SERVICE TAP CONNECTIONS A52'MINFROM NFAREST101NTIN EXISTING PIPE. IF NEARER REPORT LOCATION TO DESIGN ( `� r F I`d 3 SO-t/ ENGINEEP.RERAR •/�) �f `J ` 2 . r �r Q •F' ••1 l , I •I v' 1 N\r(, / 9. UNDERGROUND WIRING REQUIREMENTS OF ECDC 18.05 SHALL BE FOLLOWED. ALL UTILITY SERVICES SHALL BE INSFAUED UNDERGROUND. 0 '(LQ OF i.1 .. 1' 1' 1 11,' I• - -- _I ,•CyY _ �j' ifi/ 191F'8"PVC@ ' 10. WATER SERVICES SHALL HAVE A MINIMUM OF I.5'SEPARATION FROM ALL FITTINGS AND SERVICES. \ 9 •/2.OXAiIN(TIE INTO -1- -1• 'k \\ a�. I! - 1 �L• - - - EXISTING.IE:407.4; 1 01 : P,VERIFY) -1-- 11. CITY WILL INSPECT EXISTING SEWER IATERALTO VERIFY CONDITION FOR REUSE. I \ l-�%j'IIM EO k�SB�(jP2M' 0 � 12. TRENCHING PER DETAIL 2ON THIS SHEET. x/' 7/ T 'r y�• _'1' ` \ ` I I I (E)or Cam 1E;2•a 13. WSDOT ROAD RESTORATION GUIDELINESSHAIL BE FOLLOWED FOR UTILITY WORK IN HWY 99. FULL CONCRETE PANEL REPLACEMENT IS REQUIRED IF 21LF-8'IIVG�� 1 Q ONA3, <V YYY @ 2,' IN ' 1 I CUTTING INTO EXISTING PANELS. I I' Ain ciao Utility patches shall be combined and full width or half (L'17/a i lalF-lo•PVc'r // u y II 111w) 1:409.28 Applicant shall repair/replace all width overlay will be required depending on the extent Ii �I YYY IE (8'N1: 909.18 I I yr damage to uti�itiesorrrontage of disturbance. Where utility patches fall entirely within EASE"O°ByRA improvements n City rent-ot-way one travel lane, the overlay shall extend to the per city standards that is caused or y CO3 MAXIS. - LOT 8 occurs during the permitted project centerline of roadway. Where utility patches extend into FIRE RISER /% 4100 I ROOM T -(- NEW SSMH both travel lanes then a full width overlay is required. a 8114: 4185 IE(30 SW)•409.8 IE(8'S):409.8 I� I F ' ---- I IE (8' 1409.7 ----------- I I H II I NEW IATERAI eS SEWER C4 PLAT OF Li'ILLOWBROOX DN. NO. VOL. 34, PO 59 LOT 7 1. I I L III I T I I a I I L I - t� I I I "` n [ h L [' I PROPOSED APARTMENT BUILDING I FIFE: 443.0 I •" i I I Iln �XT1�// N`•� \C ® [ 1 �? LOT 6 I I Y�J r --- I II< - - - - - - - - - - - - - - - I / O 1 - I$ I 4 CYUSRR / / :! / •. ��' O'3� I I I III � _� DI SPOOLS (tN) I I I II (Z)12'GVS (FlrMl) PROPOSED APARTMENT BUILDING I I 1 \• (1)6'GV(R><MI) 1443.0 30 LF-6"DIP I I m l \ 6' DOMESTIC SERVICE r II^ 3' WATER METER INSIDE 577-LA VAULT I, I'\ I I / SERVICE LINE TOMETERTO i1 I ) I II j w 33�� Z w � � 0 w u5i � N K K Z Z V1 !_ F U l7 C92:E O [] 0 t1 J\ W fN fV N N N f~V fX101 O -1-1 O -1-1 DESIGN: TAF DRAWN: ATD CHECK: JPU JOB NO: 20261.20 DATE: 09/21/2020 0:' LLJ LD J H rn N LLJ Z (3) 0 V) w • BE MECHANICALLY / 1I 1 1 1� I CAPSEWER LOT 5 CITY OF EDMONDS STANDARD DETAIL a s o • r i 0 C4. C4. I I I I I STUBfOR 96 SCALE: NTS 3 Z r t 1 3 2 I I 1 1 FUTURE USE BY Q ca.3 c4. I I I ADFACENTLOT OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING CL O Q MIN IE:414.92 OWNER/CONTRACTOR IS RESPONSIBLE FOR ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY Q 2 EROSION CONTROL AND DRAINAGE UTILITIES MAY REQUIRE A SEPERATE PERMIT. O Jr. 1 0 I J Z LL 1 Z T- -T- _�-- ------------ - --- ' , - i RECEIVED 0 M o Q J xnaT��,7 c,��x -r----L------ - APPROVED FOR CONSTRUCTION a cV w p Fvrx 32', 1- --'�. L 1 , 1 , 02y')Dr Lag. ND,I ' Is•ur4m xu'rDclrx£ I F .ter puw trcr fD E 1 --- CITY OF SHEET: \ ��o ICE ENO D.i'(s). � FASEi (7l0T �N REMO) ( TRACT 99B i 1 oys) Cr sET cz vt I EDM ON CIS ``\` OR:'I YrEAT5sm i ', APR 01 2022 ENGINEERING DIVISION aCIS) 9r PROPENFY wr I -�---- ---- ---; LOT 7 u--- 7' ' '7TED n © CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0�ty 4/13/2022 FOR POTHOLING ONLY C 4.1 /W.Inyarion.COr71—IGN SPACING = X (FEET) (1) RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +_ RURAL ROADS, URBAN ARTERIALS 25/30 MPH 200' +- (2) RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +- (2) ALL SIGNS ARE 36" X 36" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED All spacing may be adjusted to accomodate interchange ramps at -grade interactions, and driveways CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 35/40 30 60 45/30 20 40 MINIMUM TAPER LENGTH = L (FEET) Shoulder Width (feet) Posted Speed (mph) 25 30 35 40 45 50 55 80 65 70 6 63 90 123 165 - - - - - - 8 84 120 162 210 10 105 150 204 270 3 DEVICES MINIMUM SPACED 10' O.0 IN TAPERS FOR SHOULDER WIDTHS LESS THAN 6 FEET Date: 3/29/22 Author: John Gardin Project: 6217 VACA(PS Comments: A / / / NOT TO SCALE SIGNS WILL BE EVENLY SPACED PEDESTRIANS MUST BE CCOMODATED THROUGH WORK ZONE / DUE TO CITY HWY 99 PROJECT, ALL WORK SHALL BE COMPLETED BY J U N E 1, 2022 HOT MIX FOR TEMP ASPHALT. FULL RESTORATION REQUIRED. l / r / i r / W3-4 _\ / SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM / FLAGGER ONELANE ROAD ^236TH STREET SW- �� AHEAD ROAD WORK AHEAD W RK ROAD ONELANE n / WORK FAHEAD / AHEAD AHEAD AHEAD / 23601 W3-4 r / 1 � Applicant shall repair/replace all damage to utilities or frontage Q / , improvements in City right-of-way 4 / / 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. / -CONTRACTOR TO COORDINATE WITH N BUSINESS OWNER ON DRIVEWAY ACCESS. -PEDESTRIANS TO BE ACCOMODATED AND TEMPORARY ADA RAMPS TO BE INSTALLED WHEREVER NECESSARY. -WORK HOURS ARE 9:OOAM-3:OOPM M-F TCS TO BE ON SITE FOR DURATION OF PROJECT ENGINEERING DIVISION ...,7TED p(I� 14/13/2022 TCP 1 OF 2 RECEIVED APR 01 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT rw.Inyarion.COMSIGN SPACING = X (FEET) (1) RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +_ RURAL ROADS, URBAN ARTERIALS 25/30 MPH 200' +- (2) RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +- (2) ALL SIGNS ARE 36" X 36" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED All spacing may be adjusted to accomodate interchange ramps at -grade interactions, and driveways CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 35/40 30 60 45/30 20 40 MINIMUM TAPER LENGTH = L (FEET) Shoulder Width (feet) Posted Speed (mph) 25 30 35 40 45 50 55 B0 65 70 6 63 90 123 165 - - - - - - 6 64 120 162 210 - - - - - - 10 105 150 204 270 - - - - - - 3 DEVICES MINIMUM SPACED 10' O.0 IN TAPERS FOR SHOULDER WIDTHS LESS THAN 6 FEET DUE TO CITY HWY 99 PROJECT, ALL WORK SHALL BE COMPLETED BY J U N E 1, 2022 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. Date: 3/29/22 Author: John Gardin Project: 6217 VAC Comments: ♦ AIJPS /� rlr 11 r r NOT TO SCALE SIGNS WILL BE EVENLY SPACED ri, rr PEDESTRIANS MUST BE CCOMODATED THROUGH WORK ZONE / / / HOT MIX FOR TEMP ASPHALT. FULL RESTORATION REQUIRED. / N -CONTRACTOR TO COORDINATE WITH BUSINESS OWNER ON DRIVEWAY ACCESS. -PEDESTRIANS TO BE ACCOMODATED AND TEMPORARY ADA RAMPS TO BE INSTALLED WHEREVER NECESSARY. -WORK HOURS ARE 9:OOAM-3:OOPM M-F TCS TO BE ON SITE FOR DURATION OF NOTIFY WSDOT 48-72 PROJECT 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) / —236TH STREET SW— / — — — — — — — — — — — — — — — — / , a 23601 1 / J♦♦ t LIGHTED ARROW BOARD REQUIRED. / RIGHT LANE / CLOSED AHEAD ROAD TCP 2 OF 2 RECEIVED APR 01 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 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 5SH-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