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18331 84TH PL W.PDFIIIIIIIIIIII 8002 18331 84TH PL W NOTICE: Y. -Nb---wa rra n. ty ... OT ached The information'shown on the att map(s) was compiled for use by the City Of Edmonds/ its Employees and Consultants. The City of �Edm.qnds does not - wa rra nt tI IV -- accuracy of anything set for.th on t - hese rnap(�_). Any person or entity -requesting a copy should conduct an independent -ation shown on inquiry regarding the inform -map(s), Including, but not limited to t er stub shown. Such the lociation of any sew exist and may sewer stubs may or may I or may not exist at the location shown. Neither the city of Edmo'nds nor its emp-to-yee-s o-r office.rs -sh-a-I'l be Via.b-lfe for the n on this ma p(s), nor for information give' tation provided based any one represen upon said map(s). CITY OF EDMONDS CIVIC CENTER — WATER -SEWER DEPARTMENT Call PRospect 6-1107 when work Is ready for inspection. (No Inspee. SIDESEWER PERMIT tions Saturday, Sunday or holidays.) N2 3278 ADDRESS............ 18.3-3-1 ... ..... 8.4t-h ... Place ... We.st ................................................. . ............................................................ OWNER ............... C*A* McConnachie -------------------------------------------------------------------------------- col��C North End Septic Tank Permission is granted ........................ MaY ... 14__ 19.59-, for __ ------------------ days to REPAIR or CONNECT a sid'e' sewer with City Sewers in accordance with application on file and governing ordinances. ATTENTION IS CAT.T. D TO THE FOLLOWING: NOTE No. I —The owners of the property may obtain a permit to construct sewer inside Property line. A licensed Side Sewer Contractor must be employed to construct side sewer in street area. Do not cover any portion of sewer before it has been inspected. NOTE No. 2—Obtain full information regarding Ordinance 11.16.030 and Regulations governing side sewers when you get permit. NOTE No. 3—Top of side sewer must have at least 30 Inches coverage at property line and 12 inches inside property line; minimum grade of 2%. No bends in grade sharper than % will be permitted. NOTE No. 4—Trenches in street must be water settled and surface of street restored to original condition. Contractors shall be responsible for failure due to improper work which may develop within one year of completion. NOTE No. 5�—It Is unlawful to alter or do any other work than Is provided for in the permit, or to do any work on the main sewer or Its appur- tenances except to insert the pipe into the wye. APPLICATION for The City of Edmonds SEDE SEWER PERYLIT EASEMENT No. NEW CONSTRUCTION [-] REPAIRS OWNER .... ........ PERMIT No. ...... ....... ..................... CONTRACTOR ADDRESS .... ....... ...... ................... LEGAL DESCRIPTION: LOT No. . ........... deo�� ......... BLOCK No . ............................................ NAMEOF ADDITION ........ ..... ..................................................................................... �Approved: DATE................................................ By ...................................................................... FILE APPLICATION STREff for The City of Edmonds SEDE SEWER PERY11T EASEMENT No. NEW CONSTRUCTION E] REPAIRS 0, 27rjo.�r.4.lr ..................... CONTRACTOR. PERMIT No. OWNER ........... ..... 2�k--X- 1�1 ... 0� ADDRESS ..... ....... ....... .................. LEGAL DESCRIPTION: LOT No.... .......... /�o ........ BLOCK No . ........................ ....... . NAME OF ADDITION ........ 7,,�� ..... z ............................. ....................................................... 0 A,pproved: B DATE ... C. I APPROVED MAY 14 1969 . . ............ City of Edmonds Permit No:4WA —0/ 2— RIGHT-O�-V�AY CONSTRUCTION PERMIT Issue Date: 7-3— 0;?Co� A. Address or Vicinity of Cons"ction: N0101 SLith R U� Edmo-d,_; EMO;toA B. Type of Work (be sp 1c K 5,-had—cl--6A tzAJ dAYD x �5,zfe I Q'tn -P+ it 0 0-1-1;rA j2JC1,n+*1A 99", PY)-A 0- 020ZX COAS(,� tL) e K t1?,yN d ('�9 T V S<Cept-v (-e C/ C. Contractor: Contact: Mailing Address: i,'�7 ? S 63 #?U)Phone: q;ZS�� -2& State License #: Liability Insurance:' Bond: City Business License #: D. Building Permit # (if applicable): -r­t. Side Se , wer Perrffif# (if applicable):' E. Commercial D Subdivision 0 City Project EUC (�UD, VERIZON, PSE, VWSD) Fj Multi-Fan-ffly D Single fi�ily F� Other INSPECTOR: Vy A<- I t'k Z F. PAVEMENT CUT: F1 YES El No_ G. SIZE OF CUT x CONCRETE CUT: El YES El T40 G. ail ApproVediPermit El Call fof Pickup APPLICANT TO READ AND SIGN INDEMNITY. Applicant understands by hislher signature to this application 61she holds the City of Edmonds harmless from i . nj . uh . es, damages or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds or an-v of its departments or emplQvees, including but not limited to the defense of an.v legal proceedings including defense costs and attorneyfees by reason ofgranting this permit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK. ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH IS COMPLETED BY CITY FORCES, AT WHICH TIMEA DEBITOR CREDIT WILL BEPROCESSED FORISSUANCE TO THEAPPLICANT. * 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,, All street -cut trench work shall be patched with asphalt or City - approved material prior to the end of the workday — NO EXCEPTIONS. + Three sets of construction drawings of proposed work are required with the permit application. CALL DIAL -A -DIG (1-800-424-5555) PRIOR TO BEGINNING WORK I HA VE READ THE ABO VE STA TEMENTS AND UNDERSTAND THE PERMIT REQ UIREMENTS AND A CKNO WLEDGE THA T I M :US TMKE T�H�EINI THE PERAX, , A VAILABLE ON SITE A TALL TIMES FOR INIPECTIONS co;�2 Signature: J C4 Date: (ContraEftor or Agent) FORCITYU 5UONLY Y Approved by: I 1�n I 11r, fil All Ti�m-eA-u-tfi-or-i'Mi: Void A er lji§:rupti�o*'n"'F�ei.Fu*fid'�ll-.:i- t ^4 fictrgehispectioii��Yee,-, T ea-44TC1 6v" Special Coiiditions4.,�, C_ ADM r-r Z-tA:fc A 1) N & 7) o,"14s).A1ckr-,4r-,r,--Cr2m Tot1aI,,F­0:' A (0 gs-a ice-Arr-s 4a#11-2S P940oe 7V t-if r A 1/.4,r1 E)r4. Receipt. Na": /1 'by 5, Nlt4, 4,CT-13 AC*_ yan^--, 0-ty r,7A Issued:� IF- 9) F Y A 0 gr 21:&!5 / N - AC04 r-<X1m ro AP PgQvir^ CAIZ REQUIRED INSPECTIONS6V yr- i L__&L Call 425-771-0220, Ext. 1326for a 24-hournice-,recorded inspection request line. MIT TED WORK: FINAL APPROVAL OF PER DATE:4 _7 , X, �Sp e �t_o r 's S iena t �W CADocuments and SettingsTurtis\My Documents\Foms\Engnmg\ROWpermit_.doc Revised 10/01/03 0 0 Open trench in shoulder of R approx 32 ft, bore sidewalk and planting sTtikj approx 8 ft, Bore approx 32 ft at 84th PI \A' bore sidewak and planting strip approx 8 ft ai set carson to -99libb- bring CATV service drop to 18J31 84th P1 W. DdvevQy Planting Strip Sidmak 84th PI W 60' Car 3- 5- 014 Planting Strip 3' 1 ---. Sldmak 51 APPROVE-D AS NOTED BY ENGINEERINQ Date:- Ze6 Comcast of Edmonds 1525 75th Street SW Suite 200 Everett, WA 98203 Contact: Kermit Benson 425-263-5362 North Drop Node: EM06A 18331 84th PI W - City of Edmonds Zrf�-30- PED E N .4- S W ENGINEERING FI[E COPY NORTH NOT TO $CALE Work Details Open trench in shoulder of ROW approx 32 feet, bore sidewalk and plantrig strip approx 8 ft, bore street 84th PI W, bore sidewalk and planting strip and set carson to extend and bury CATV service drop to 4747 86th Ave SE. Install cable at 36" depth. All disturbed areas will be restored to existing or better conditions. Backfill material will be mechanically compacted to 95% of maximum density as specified by the City corridors hand trenching will be utilized to ensure protection of other utilities. Contractor must locate by this project. Please see attached plans for restoration, erosion control and traffic control. Erosion control will cons and/or sandbags along curbs and catch basins where necessary. Keep drainage system clean and fu frnm thp wr)rk, �--ifa qtraofe nnrl rr%oric uAll K� 1�n��A 1—fk A—;— -A 44— ;-4-11-44— —4:--A, Drids. In tight ng utilities impacted placing filter fabric fence ning. Remove all debris 0 0 omcast Traffic control set-up for minor encroachment PROJECT'S TIMELINE AND PROPOSED HOURS OF OPERATION: Timeline - Up to 30-da ys past the issue date. (a fi Work Hour's -The entire project area will be conducted from 7:00 AM to_-7;60=PW(-)r as specified by the Inspector. lCie—k-i— (Orr'-, KV A-LD NC) f:EC)EZA_L kcoLi_54 100; . Traffic Control Plans 1. The standards and guides of the latest version of the IVILITCD or as set-up per Code shall be followed at all times. 2. A copy of the Permit and Traff ic Control Plan shall be on -site with all contractors during the project. 3. All contractors will avoid parking on sidewalks and shoulders and will take the lane and follow the proper traff ic control set-up for the given situation. 4. Pedestrian access shall be maintained through or detoured around all work sites. 'S A FE CY 5. Please find attached the traffic control plans for the various types ofwork sites that will be encountered during our project. 6. Flaggers will be used only when all other methods of traff ic control are inadequate to warn and direct drivers. Only licensed flaggers will be used on the project. [Feuo!ldol 7. If situations occur when questions arise about proper traff ic control set-up the solution will be determined in the field with the Cbmcast Construction Rep. and the Inspector. If curb and gutters in project area: Filter bags will be placed in catchbasins downstream of work site, and Small check dams of pea gravel filled sandbags will placed within the gutter upstream of the catchbasin. Truck Mounted Attenuator loptional) Traffic control set-up for lane closure 100, )ace FLAGGER STATION 0 11 Depth, Cleaning, Containment, Compaction, and Restoration Depth = 36-inch minimum Compatible w/ other utilities 4 Shoring required at 4-ft + Pavement Cuts = T-cut 1-ft wider than trench Neat -line saw -cut or jack hammered edge All trench backfill shall be mechanically compacted to 95 percent of maximum density using I -ft loose lifts with whacker or 2-ft loose lift with a hoe pack. If proper compaction cannot be achieved with the native material, new import material is required at the 95 percent rate. As an alternative, CDF can be used in a design mixture approved by the Engineer. Ccomcast CLEANING: All Streets and roads are required to be cleaned and swept both during and after the installation work. * Mechanical Vacuum is preferred method CONTAINMENT: All un-restored shoulders or material storage areas are required to be contained with reflective barricades. All disturbed areas shall be restored to existing or better conditions Trench parallel to road: * Shoulder - Match existing surface conditions * Pavement - 6 1/2 inches of crushed surfacing material and asphalt concrete Class B at 2- inches minimum or same thickness if greater.. Trench across road (immediate cold mix patch): • Asphalt - Permanent hot mix patch at same thickness or 2-inches and sealed within 30 days. • Concrete - saw cut and pored with mastic joints, eight - sack mix, either type 11 of III cement, within 30 days.