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22703 78TH AVE W.PDF111111111111 6671 22703 78TH AVE W FILE 0- 01illf1pic Ne W§7 ricl N�� Board of Comrnksioners (A Municipal Corporation) 23725 Edmonds Way Edmonds, Washington 98020 Office Hours 8:00 to 5:00 Pholle 774-7769 January 20, 1981 Mr. Fred Herzb erg -Director '6'f Public Works 200 Dayton Street Edmonds, WA 98020 Re: Transfer of accounts Annexed area Dear Fred, ..................... . .... J. RobLrt Win(jUiSt John M, Fischer Patricia Meeker 1,9 6, 1 Mr. ot Public WorU In connection with your letter of December 31, 1980 regarding the newly annexed area in the vicinity of 227th and 80th Avenue, we have transferred the area customers to the city's account. The list of affected accounts is en- closed. CWJ: ws Enclosure: 1 Sincerely, OLYMPIC VIEW WATER DISTRICT Wj C. Wayne Jones, Superintnendent .41 0111olpir New Watcr Dislricl M� Board of Commissioners (A Municipal Corporation) ........ I ................ . ...... 23725 Ednionds Way J. Robert V%linquist .Edmonds, Washington 98020 John M. Fischer Patricia Meeker Office Hours pholle 8:00 to 5:00 774-7769- ACCOUNT-# NAME ADDRESS READ 3941-3 Paul Schiltz 22725-78th Ave. W. 105 3941-4 L.L. Jones 22717-78th Ave.W. 010 3941-5 Harry Borylla 22711-78th Ave.W 742 3941-6 Tom Mindt Jr. 22703-78th Ave.W. 201 3941-7. Vernon Elder Jr. 22701-78th T, 873 3941-8 Clarence Moen 7928-�27th Pl. SW 09-1 3941-9 Raymond Lentz 7920-227th PI.SW 356 3941-10 Sharon Sanderman 7914-227th Pl. SW 336 3941-1 . 1 Alfred C. Joyce 7904-227th Pl.SW 037 3941-12 Don Leland 7830-227th Pl.SW 966 3941-13 Patricia Whitis 22702-78th Ave.W. 700 3941-14 John R. Marquart 22708-78th Ave. W. 139 3941-15 D.F. Bowen 22716-78th Ave,W. 0558 3941-16 Lois M. Hutchinson 7819-228th SW 300 3941-17 Judy Wither 7831- 228th St. SW 495 3941-18 R. Renrod 7901- 228th St. sw 705 3941-19 Floyd Yargus 7915-228th St. Sw 511 3941-20 Harold S. Taylor 7921-228th St. Sw 629 3941-21 William Pope 7927- 228th St. SW 619 /Pilchuck Contractors, Inc Job # 107022658 January 20, 2005 Sheet 1/1 Rob Ingl1s;0 =MOM" 1 100' 1 100' 4. � t 04 CHANNELIZATION DEVICE SPACING MPH TAPER TANGENT 50/70 40 80 35/45 30 60 25/30 20 40 � 0 0 LU Notes: 1. All signs and spacing to conform to the City of Edmonds Traffic Control specs. 2. Channelizing devices are 28" traffic cones. 3. All signs are 48" x 48" B/O unless otherwise specified. NOT 4. Alert affected residents. TO 5. Work to take place between 9 a.m. SCALE And 4 p.m. 6. Maintain two 11' lanes. m7 W-1, -.-- -:11 t-- IWO e -9 -n -a ON 7 x x RIGHT WORK AREA 3'x 5' SHOULDER\L rinsm IN GRASS SHOULDER WORK AHEAD LEGEND 28" TRAFFIC CONE WORK AREA TRAFFIC FLOW WORK VEHICLE SIGN LOCATION .1, it) Permit N&�?605- W2 Z City of Edmonds 1iI%,WT-0E-WAY C(YNSTRUCTION PERMIT' Issue Date: A. Address or Vicinity of Construction: a -7 0 L) C, B. Type f Work (bespeci'fic): TC) L-)a `7 8 P �,T) C) n s k0 13 L- 0) 02-L4 RL 5UJ C. 4 C�, I (_v-, L, 0') �, MailingAddress: � :3� 30 -ro-W-1-AVEN State License#: P I L-CW T I Q I 1AA 9)� D. Building P'pFm* it # (.i,f applicable): E E 'Commercial E]'�-,,Multi-Family Contact: C�,t C K Phone: Liability Instirance: Bond: S 7 Side Sewer P ermit # (if applicable):______., El Subdivision,,---"- El City Project El EUC.(PUD, Single Family F� Other fNSPECTOR: F. PAVEMENTCUT: RLYES' El NO G. SIZE OF, CUT x CONCRETE CUT: [I YES El. NO �AT& T, OVWD) INDEMNITY. Applicant understands by his/her signature to this application helshe holds the City of Edmodds harmless from injuries, damages or claims of any. kind -or. description whatsoever, foreseen or unforeseen, - that. may be made a4g0ainst 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 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 TIME A DEBIT OR CREDIT W/LL BE PROCESSED FOR ISSUANCE TO THE APPLICANT. * Traffic control and public safety shall be in accordance with City regulation's as required by the City Engineer. Every flagger must be trained as required by (WAC) 296-155�305 and must have certiflicatiofi'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. C.ALL.DIAL-A-DIG (1-800424-5555) PRIOR TO BEGINNING WORK IHAVEREAD THE ABOVE STATEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE THA TI MUST MAKE THE PINK COPY OF THE PERMITA VAILABLE ON SITE A TALL TIMES FOR INSPECTIONS - Signature: (Contractor orAgent) FOR CITY USE ONLY Appro ved by: 1 .0 - M9 - ! 't V I V - Time Authorized: Void ter Special Conditions: MaWmffi 5l,-Sft#y_ft 114�1-Pk?S Wif-A-A 111MA J 61RIV trVAIV Date: -r)u _G�r Right-of-way Fee: + I so-6--c- Disruption Fee/Fund I I I: Restoration Fee: Total. Fee:. iteceipt No:., 1"2 Issued'bv-- ,�r )C4_� UPON COMPLETION OF PERMITTED WORK, AN ENGINEERING FINAL INSPECTION IS REQUIRED PER CHAPTER 18.00 OF THE EDMONDS COMMUNITY DEVELOPMENT CODE (Pho-ge 425-771-0220, Ext. 1326) FINALAPPROVAI,OFPERHITTED� WORK. 011:::- DATE: A�ector's Signature For inspection requiremefits see Engineering Inspection Information handout. L DAMy Documents\Forms\Engnmg\ROWpermit doc 6 SCALEI 11" 50, 60' R/W 7815 C*4 C3 227 PL SW 11' PAVING t_111 P_AVIN�G 200 32V 2" MPE TEE D_ 13'E, 20'S CA 10 A ::E 14- PROPOSED 2" MPE—IP MAIN 13'E CA E.O.M. 2" MPE CAP 13-W, 125-S CA 50' R/W [L co CL 0 0 a. 0 ;: I E I CROSS SECTION A -A NOT TO SCALE 50' R/W 25' 25' GRASS 10, 1 0' GRASS PAVING PAVING] EX. WATIfR PROPOSED 2" GAS MAIN 1 SE C /L 000, S ow -A 0 (A STANDARD GAS CONSTRUCTION NOTES: I. FIELD LOCATE ALL UNDERGROUND UTILITIES. EXCAVATOR TO CALL 'ONE—CALLO TWO WORKING DAYS PRIOR TO TO CONSTRUCTION, IN WESTERN WASHINGTON CALL: 1-800-424-5555. IN KITTITAS COUNTY CALL: 1-800-553-4344 2. NOTIFY APPROPRIATE PERMITTING AGENCY PRIOR TO JOB START (SEE PERMIT REQUIRMENTS). 3- ALL CONSTRUCTION IS TO CONFORM TO PSE GAS OPERATING STANDARDS AND GAS FIELD PROCEDURES. 4- EROSION AND SEDIMENT CONTROL SHALL BE PER PSE STANDARD PRACTICE 0150.3200 TECHNIQUES FOR TEMPORARY EROSION AND SEDIMENT CONTROL AND ANY ADDITIONAL LOCAL JURISDICTION REQUIREMENTS. 5. NOTIFY PROPERTY OWNERS ADJACENT TO PROPOSED CONSTRUCTION ACTIVITIES A MINIMUM OF Two WORKING DAYS PRIOR TO BEGINNING CONSTRUCTION. USE ISI TO DISTRIBUTE FLYERS IF JOB IS LARGE, OTHERWISE HAND DELIVER FLYERS BE SURE TO INCLUDE THE LIST OF FREQUENTLY ASKED QUESTIONS AND INFORMATION ABOUT THE OPPORTUNITY TO PURCHASE AN EXCESS FLOW VALVE WHEN THEIR SERVICE IS INSTALLED OR REPLACED PER GAS OPERATING STANDARD 2550-1600. ALLOW ADEQUATE TIME FOR CUSTOMER DECISION AND RESPONSE. 6. ANY CHANGE IN ROUTE, PIPE SIZE/TYPEs TIE—IN METHOD OR ADDITIONAL MAIN FOOTAGE MUST BE APPROVED BY THE APPROPRIATE PSE ENGINEER OR PSE REPRESENTATIVE. 7. COMPLETE 'PIPE CONDITION REPORTN ON ALL METALIC PSE FACILITIES. CHECK BOX ON REPORT FOR WIRE BOX (TEST LEAD) INSTALLATION. 8. PIPELINE MARKERS AND WARNING SIGNS SHALL BE INSTALLED AND RECORDED BY THE CONTRACTOR PER PSE GAS OPERATING STANDARD 2525.2500. 9. INSTALL MAIN VALVES OUT OF TRAFFIC WHERE POSSIBLE. VALVE MARKERS SHALL BE INSTALLED AND RECORDED BY THE CONTRACTOR PER PSE GAS OPERATING STANDARD 2525-2600 FOR ALL HP VALVES IF THE LOCATION IS NOT READILY ACCESSIBLE, AND FOR ALL VALVES WHERE PERSISTANT SNOWFALL MAY OBSCURE THE VALVE BOX. 10. TO PREVENT ACCIDENTAL OVERPRESSURE OF ADJOINING SYSTEMS, NO TWO MAINS SHALL BE CONNECTED EXCEPT AS SHOWN ON THIS DESIGN UNLESS APPROVED BY APPROPRIATE PSE ENGINEER OR PSE REPRESENTATIVE. 11. SYSTEM MAOP DENOTED BY:JSYSTEM MADIP - 4E_ PSIG! 12. GAUGE AND MONITOR USE OF ALL STOPPERS TO ENSURE ADEQUATE FEED. 13. RESTORE ALL DRIVEWAYS SUBJECT TO OPEN CUT TO ORIGINAL OR BETTER CONDITION. 14- PURGE POINTS AND PRESSURE TAPS TO BE INSTALLED PER PSE GAS OPERATING STANDARDS 2525-33009 AND 2525.1200.. 15- MAINS AND SERVICES SHALL BE TESTED AND PURGED PER PSE GAS OPERATING STANDARDS 2525.3300 AND 2525.3400.'� 16. IF METALLIC PIPE IS INVOLVED# COORDINATE INSTALLATION WITH CIP TECH. Jia ------------------------ PHONE—JIM& ---------- IT- NOTE ALL ACTUAL FOOTAGE# LOCATION AND MATERIAL CHANGES ON THE AS —BUILT IN RED. DENOTES FOOTAGE BETWEEN FITTINGS. FITTER (Check Box if Complete) • WORK AREA LEFT IN CLEANISAFE CONDITION. El • COMPLETE ALL PIPE TABLES AND GAS PRESSURE STAMP. El • FIELD CHANGES RED —LINED ON AS—BUILTS. El MATERIAL VERIFIED AND CHANGES NOTED ON PAPERWORK. El ALL VALVE AND TIE—IN LOCATIONS NOTED ON AS —BUILT. 0 NOTE BEGINNING OF MAIN, EOM,& LINE OF MAIN LOCATIONS. El SHOW ROPE LOCA71ONS & CUL—DE—SAC RADIUS El Fitter's Signature Company DATE GAS MAIN INSTALLATION/RETIREMENT TypeANbrk PI S 1pzee Type Estimated Length Actual Length Manufacturer INSTALL 241 MPE 105' CAS MAIN PFZESZUrE:, TYPE TEST PRESSURE TESTED BY DATE ON TIME ON DATE OFF TIME OFF TYPE TEST PRESSURE TESTED BY DATE ON TIME ON DATE OFF TIME OFF iDesign Press 60 SYS MAOP 45 PROJECT PHASE NOTIF# ORDER# SAP Superior Service/Meter Service/Meter Service/Meter Service/Meter Ind. Service Ind. MSA Dis. Reg./FT HP Svc/MSA Relocate lRetireffent X183173613 107022658 X183178941 106145769 I Contractor CONSTRUCTION COST CODES: 051-103.1 1 1 1 Project Manager Contact Information: KIM GRAY CELL: 425-290-2678 k1m.graympse-com REV# DATE BY DESCRIPTION 3 2 1 Vicinity Map 00 228T W to r, I LTITL9110 2C71 III I Owner / Developer Contact Info LYNDA MCMAHON 22703 78 AVE W. EDMONDS, WA 98026 ATTN: LYNDA MCMAHON 425-744-2321 ofilice to M& 0 4 0 0) 01 00 CALL (800) 424-5555 2 BUSINESS DAYS BEFORE YOU DIG THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF FACILITIES REAL ESTATE/EASEMENT NOT REQUIRED PERMIT EDMONDS FUNCTION CONTACT PHONE DATE PROJECT MGR KJM GRAY 206418-4234 1-18-05 ENGR - GAS DRAWN BY PHUONG DAO 2064184218 1 -�20­05 CHECKED BY W KIM GRAY 2064184234 1 19UD51 COUNTY EMER SECT GAS WK CTR APPROVED By KIM GRAY 206418,4234 SNOIHO. 5 IVICNSEG CP APPROVAL 1 /4 SEC OP MAP PLAT MAP SE-30-27-04 164-068 165-069 MAPPING JOINT FACILITIES ARRANGEMENTS UTILITIES CONTACT PHONE# PUGET /gjf SOUND *:0Z.V, ENERGY DESIGNED BY PILCHUCK CONTRACTORS INC. (LYNDA MCMAHON) 2" MPE-IP MAIN EXT. 22703 78 AVE W. EDMONDS, WA 98026 SAP Superior Order 107022658 SCALE: AGE: V=50' r 1/1 U-0. Z-4 0�11 CA W