Loading...
ENG2021-0279 ROW PERMIT APPLICATIONRIGHT OF WAY CONSTRUCTION PERMIT APPLICATION Complete and submit this Application in accordance with the Submittal Requirements outlined in Right -of -Way permit Handout E6�. 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 107o61054 Site Address or if no site address use Property Address at NW corner of project area: 8805 22oTH ST SW Associated Permits: BLD PLN ENG X Owner and Entity Holding Franchise (if applicable) Name of Company PSE/Infrasource Franchise Ordinance No: Point of Contact Susan Sid ick Title SR Permit Specialist Address 1660 Park lane city Burlington State WA Zip 98233 Phone 425-457-6353 Email susan.sidickapse.com Contractor and Authorized Agent of Owner Name of Company (see note below) Contractor Contacts During Construction Primary Name PSE/Infrasource Susan Sidick Agent Name PSE/Infrasource Title SR Permit Specialist Title SR Permit Specialist Mobile 425-457-6353 Address 1660 Park lane Email susan.sidick@pse.com City Burlington IState WA Zip 98233 Secondary Name Phone 425-457-6353 Title SR Permit Specialist Email susan.sidick@pse.com Mobile City of Edmonds Business License No: Email State License No: INFRASL871 C2 [N Contractor verifies it is currently bonded d( Contractor verifies it currently has general liability insurance NOTE: ECDC18.6o.o2o 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 ff 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 welt ❑ Traffic Control Only (no associated development) ❑ Utility Franchise Work (no associated development) City of Edmonds ROW construction permit Application --Page i of 3 Updated 3/25/2021 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.) From 2" PE main run new 2" PE main into property and(35' scat, 215 plat) Install new gas main and service work area is approx 6' S c/l of 22oth ST SW & 76' W c/l of to cati' W c/l of 88th Ave w (3,) 3X5 paving cuts anticipated RIGHT-OF-WAY CLOSURE AREA TOTAL DURATION (Number of Months) Sidewalk 72 hours + LF I x LF SF Alley 72 hours + LF Ix I LF SF Parking 72 hours + LF I x I LF SF 2-3 days 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: ❑ telecommunications ❑ cable ❑ power ❑ gas ❑ water ❑ sewer ❑ storm Details of • to be Completed 1. Does the utility owner have existing overhead infrastructure in the area of work? Yes No 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 existing underground common utility stem? x 5. Does the work involve proposed additions to an aboveground utility stem? 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 Yes No 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 x 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? City of Edmonds ROW construction permit Application --Page 2 of 3 Updated 3/25/2021 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: Susan Sidick DATE: 07/21/2021 APPLICANT PRINTED NAME: Susan Sidick APPLICANT TITLE: SR Permit Specialist NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE City of Edmonds ROW construction permit Application --Page 3 of 3 Updated 3/25/2021 Job #: Date: Jurisdiction: ROW Permit: Est. Start Date: Est. Duration: Puget Sound Energy Gas Pre -Inspect Form 107061054 7/13/21 Address: 8805 220TH ST SW EDMONDS City / Zip: EDMONDS, 98026 Yes Customer: GARY KLICK 206.730.0670 9/20/21 PM / Inspector: kevin Williams 425-691-7573 2 Days (16 Hours) Job Description / Scope of Work From 2" PE main run new 2" PE main into property and(35' scat, 215 plat) Install (3) 1-1/8 PE New Construction: Yes stubs 10 plat each. Also Install (1) 1-1/8 PE extension to SFH (25' Plat extension)set 425 meter Construction Method OL @ Inches Plat (Conduit) PLAT Map: 164.068 I , I , I , I, 00 � I I O V I I E I � � I 21919 0 I a 1 •° i � a I N 00 Lri � II 00 cB I I_ 00 I 1-1/8" PE Stubs 516' P E I I I I 1998 I I II I ' 00 O 872 �I I I w II I 1-1/8" PE 1==tg II 2"MPEJP 15 1090 658 006 ---- ----0" — — ----- Storm 601ROW PE------- Water C&C CL ---------- - - - - _.-.-.-._._._._. . - - - -•-• W F220th ST SW W ^+ 2" MPE IP 6' S " MFE IP I E 109013970-2005 Q 10010 70-00 co T] 00 Work Location Size of Cut Surface Type 6' S of CL 220th ST SW & 76' W of CL 88th AVE W 3x5 Asphalt 6' S of CL 220th ST SW & 95' W of CL 88th AVE W 3x5 Asphalt N of CL 220th ST SW & 95' W of CL 88th AVE W 3x5 Asphalt Service Information Street Information Job Type Diameter: 1-1/8" PE Flaggers #: No Arterial: Yes New Residential Main & Svc EFV: 1-1/8" - 2600 - 9999144 Police #: No TCP: No Tie -In Fitting Meter: A425 Speed Limit: 25 No Parks #: Yes Meter Loc: 0 Trolley Lines: Mtr Hoods #: Del Press: 6" W.C. Traffic Signal: Bus Stop: Bollards: 12.5" #1 4" # ADA Ramps #: Route #'s: Notes: 1. All signs and spacing to conform to the MUTCD and City of Edmonds standards. 2. All sidewalks, driveways, exits and egresses shall be completely clear unless otherwise indicated. 3. Channelizing devices are 28" traffic cones. Use traffic drums (barrels) with steady burning Type C lights on all State State Routes and Hwys. 4. Sign size can be a minimum of 36" x 36" and shall not obstruct pedestrian access. 5. Crew is required to leave a minimum of 11' for traveling lane width. 6. Alert affected residents and businesses. 7. Work to take place between 9 a.m. and 4 p.m unless otherwise specified. All work for arterials and major roadways will be from 9 a.m. to 3 p.m. 8. Work area will be 6' SCL of 220th St SW & 76' & 95' WCL of 88th Ave W TEMPORARY TRAFFIC CONTROL PLAN RESIDENT(S) WILL BE INFORMED OF POSSIBLE TEMPORARY DRIVEWAY CLOSURE 220TH ST SW ------- 4 f-200'+}-200'-} 200' d----H---- f ----- 00 /0 =AZ D ■ O�Z W20-1 W20-7A W20-4 LEGEND ® 28" TRAFFIC CONE ® WORK PIT TRAFFIC FLOW FLAGGER WORK VEHICLE/ FLASHING LIGHTS SIGN LOCATION RIGHT OF WAY Row SIGN SPACING MPH "XI. 60/65 1000, 45/55 500' 35/40 350' 30 200' 25 100' =�a Y � o � a �a$ PLACE SIGNS BOTH SIDES OF WORK AREA A RECEIVING PIT —ROW—ROW— ROWROW--------------- - J7-OZM VL-OZM w 1-0ZM z ■ pow z�¢ 0YJJ O W Q 1'- 9nn' Onn'- ---- ni r���•+-�•-- ------ ------ - •• b ------------- I---- t--- r--- — ROW — ROW ROW — ROW ROW - - CUT & CAP 11 Co CHANNELIZATION DEVICE SPACING MPH TAPER TANGENT 55/70 40 80 35/45 30 60 25/30 20 40 Puget Sound Energy REV PUGET Designer: Traffic Control Supervisor: GregSOUND Kali-Jamal Collins Card No 012238 07/16/2021 0 Card No. 012238 ENERGY 425-424-6425 Card Ex .pham od@p3 Job # gregory.phamood@pse.com Kali-Jamal.Collins@pse.com (425)424-6425 107061054 Project Address: 8805 220th St SW, Edmonds, WA Page 1 OF 2 Notes: 1. All signs and spacing to conform to the MUTCD and City of Edmonds standards. 2. All sidewalks, driveways, exits and egresses shall be completely clear unless otherwise indicated. 3. Channelizing devices are 28" traffic cones. Use traffic drums (barrels) with steady burning Type C lights on all State State Routes and Hwys. 4. Sign size can be a minimum of 36" x 36" and shall not obstruct pedestrian access. 5. Crew is required to leave a minimum of 11' for traveling lane width. 6. Alert affected residents and businesses. 7. Work to take place between 9 a.m. and 4 p.m unless otherwise specified. All work for arterials and major roadways will be from 9 a.m. to 3 p.m. 8. Work area will be 6' SCL of 220th St SW & 76' & 95' WCL of 88th Ave W 220TH ST SW _____________ a — _ _200' 7 X � sAz D O�Z TEMPORARY TRAFFIC CONTROL PLAN RESIDENT(S) WILL BE INFORMED OF POSSIBLE TEMPORARY DRIVEWAY CLOSURE CREW SHALL POTHOLE FOR WATER MAIN DEPTH PRIOR TO PROJECT START — ROW — ROW __A________- =�aY � o � a �a$ PLACE SIGNS BOTH SIDES OF WORK AREA A R12t— ROW ROW — J7-OZM VL-OZM w 1-0ZM z o ■ pow z�¢ pYp O w p. �2 Q N- 9nn' Onnl- ---- _• • _ �y��—rFr r�►, ♦ y--F� y — — — — — — — — _ — _ — — — — — _ 200'_____ _ ____ W20-1 - W20-7A W20-4 LEGEND ® 28" TRAFFIC CONE ® WORK PIT TRAFFIC FLOW FLAGGER WORK VEHICLE/ FLASHING LIGHTS SIGN LOCATION RIGHT OF WAY Row ------------------------------{---}------------------ — ROW — ROW ROW — ROW ROW — SIGN SPACING MPH "XI. 60/65 1000, 45/55 500' 35/40 350' 30 200' 25 1 100' CHANNELIZATION DEVICE SPACING MPH TAPER TANGENT 55/70 40 80 35/45 30 60 25/30 20 40 11 Co Puget Sound Energy REV PUGET Designer: Traffic Control Supervisor: GregSOUND Kali-Jamal Collins Card No 012238 07/16/2021 0 Card No. 012238 ENERGY 425-424-6425 Card Ex .pham od@p3 Job # gregory.phamood@pse.com Kali-Jamal.Collins@pse.com (425)424-6425 107061054 Project Address: 8805 220th St SW, Edmonds, WA Page 2 OF 2 PLAT MAP 164.068/165.068 12"-18"- Final Grade x , y 5 4 1, 4 t'y ry 1 Final Backfill s 42" Depth S ry� � 6" Sand Shading 4" Sand Bedding GAS PIPE DIRECT BURY CUSTOMER PROVIDED TRENCH NTS T I i FITTER'S CHECKLIST (CHECK BOX TO CONFIRM COMPLETION) ❑ Inspected Steel and PE pipe per GOS 2450.1400 and 2450.1500 ❑ Reviewed and complied with all construction notes. ❑ Recorded all required information on the as -built per GOS 2500.1700. ❑ Completed post installation inspection per GOS 2525.1200 and 2525.2700. ❑ Left the work area in a clean and safe condition. Foreman's Signature Foreman's Name (printed) Company: Date 4680 06/11 1. IF THE TRENCH BOTTOM CONTAINS ANY SHARP OR UNUSUALLY ROUGH SURFACES, A MINIMUM OF 4" OF INITIAL BACKFILL MATERIAL IS REQUIRED TO BED THE PIPE, UNLESS THE CARRIER PIPE IS ENCASED OR WRAPPED WITH AN APPROVED ROCK SHIELD MATERIAL. 2. INITIAL BACKFILL SHALL BE SAND, NATIVE SOIL, OR SOIL -BASED SELECT MATERIAL THAT DOES NOT CONTAIN ANY SHARP ROCKS OR ROCKS LARGER THAN 1/2" DIAMETER. SEE PSE SPECIFICATION 1275.1380, "SAND BACKFILL FOR GAS PIPE, ELECTRICAL CONDUIT, AND CABLE. 3. A MINIMUM OF 6" OF INITIAL BACKFILL SHALL BE PLACED OVER THE GAS PIPE. IF THE NATIVE SOIL CONTAINS ROCKS LARGER THAN 6" DIAMETER, THEN A TOTAL OF 12" OF INITIAL BACKFILL SHALL BE PLACED OVER THE GAS PIPE. 4. IF THE CARRIER PIPE IS ENCASED, INITIAL BACKFILL IS NOT REQUIRED. THE BACKFILL MATERIAL SHALL MEET FINAL BACKFILL MATERIAL REQUIREMENTS. WHERE THE CARIER PIPE ENTERS AND EXITS THE CASING, THE INITAL BACKFILL AND BEDDING REQUIREMENTS APPLY. 5. FINAL BACKFILL MAY BE SOIL -BASED SELECT MATERIAL OR NATIVE SOIL, BUT SHALL BE FREE OF CONSTRUCTION DEBRIS AND SHALL NOT CONTAIN ROCKS LARGER THAN 10" DIAMETER TO PREVENT IMPEDANCE OF GAS SYSTEM MAINTENANCE. GASSED UP PIPELINE PIPE I FOREMAN'S I DATE SEGMENT NAME HOLE HOG TABLE CALLOUT LOCATION DEPTH LENGTH BP1 START BP2 END BP3 START BP4 END BP5 START BP6 END BP7 START BP8 END BP9 START BP10 END BP11 START BP12 END BP13 START BP14 END BP15 START BP16 END BP17 START BP18 END BP19 START BP20 END STANDARD GAS CONSTRUCTION NOTES: 1. FIELD LOCATE ALL UNDERGROUND UTILITIES. EXCAVATOR TO CALL "ONE -CALL" TWO WORKING DAYS PRIOR TO CONSTRUCTION, IN WESTERN WASHINGTON CALL: 1-800-424-5555. OR CALL NATIONWIDE: 811 2. NOTIFY APPROPRIATE PERMITTING AGENCY PRIOR TO JOB START (SEE PERMIT REQUIREMENTS). 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/TYPE, TIE-IN METHOD OR ADDITIONAL MAIN FOOTAGE MUST BE APPROVED BY THE APPROPRIATE PSE ENGINEER OR PSE REPRESENTATIVE. 7. COMPLETE "PIPE CONDITION REPORT" ON ALL METALLIC 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 PERSISTENT 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: SYSTEM MAOP = 45 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 TO BE INSTALLED PER PSE GAS OPERATING STANDARDS 2525.3400. 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 CP TECH. PHONE 17. NOTE ALL ACTUAL FOOTAGE, LOCATION AND MATERIAL CHANGES ON THE AS -BUILT IN RED.( ') DENOTES FOOTAGE BETWEEN FITTINGS. 18. EXCESS FLOW VALVE TO BE INSTALLED ON ALL NEW RESIDENTIAL SERVICES PER GOS 2500.2200. (RECORD ALL INFORMATION ON D-4 CARD) GAS MAIN INSTALLATION/RETIREMENT Type/Work Pipe Size Type Est Length Act Lgth Manufacturer INSTALL (SCAT) 2" MPE- 36' PLAT 2" MPE- 216' Verify Testing Requirements, Chart vs Gauge GOS 2525.3300 sec. 5, Table 5-1 and sec. 5.5 GAS MAIN PRESSURE & TESTING TYPE TEST ❑ SOAP ❑ AIR ❑ NITROGEN ❑ WATER DATE ON / / START TIME TESTED BY DATE OFF / / STOP TIME PRESSURE TEST RESULTS ❑ P ❑ F TYPE TEST ❑ SOAP ❑ AIR ❑ NITROGEN ❑ WATER DATE ON / / START TIME TESTED BY DATE OFF / / STOP TIME PRESSURE TEST RESULTS ❑ P ❑ F ❑ TESTED BY PSE PRESSURE CONTROL, SEE FORM 1928 DESIGN PRESSI 60 1 SYS MAOP I IP 025-45 2023 02/18 PROJECT PHASE Notification # Order # GAS SAP Superior Service/Meter Service/Meter Service/Meter Service/Meter Ind. Service Ind. VISA Dis. Reg. / FT HP Svc/MSA Relocate Retirement 511534241 107061054 511534244 106379161 511534245 511534246 Project Manager Contact Information: Manager: KEVIN WILLIAMS Cell Phone: 425-691-7573 E-Mail: kevin.williams(cD_pse.com Vicinity Map N/A eME t � y ' �INA■ Owner / Developer Contact Info SELECT HOMES 16531 13TH AVE W, SUITE Al07 LYNNWOOD, WA 98037 ATTN: GARY KLICK 206-730-0670 office For contacts below dial 1-888-CALL PSE (225-5773) CALL 811 AT LEAST 2 BUSINESS DAYS BEFORE YOU DIG C) 0 Cil THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES "Locates Required" Yes ❑ No ❑ "Flagging Required" Yes ❑ No ❑ REAL ESTATE/EASEMENT REQUIRED PERMIT EDMONDS REV# DATE BY DESCRIPTION FUNCTION CONTACT PHONE NO DATE 3 PROJECT MGR K.WILLIAMS 425-691-7573 ENGR - GAS 10 DRAWN BY D.DAO 425-424-6426 CHECKED BY J.WILSON 425-424-6622 7/16/21 COUNTY SNOHOMISH Emer Sect 025B GAS WK CTR CSPBTGPM APPROVED BY K.WILLIAMS 425-691-7573 CP APPROVAL 1/4 SEC W 30-27-04/SW 30-27-Oz OP MAP 164.068 PLAT MAP 164.068/165.068 PC APPROVAL MAPPING JOINT FACILITIES ARRANGEMENTS UTILITIES N/A N/A N/A N/A CONTACT N/A N/A N/A N/A PHONE# N/A N/A N/A N/A PI ,�� lJ SELECT HOMES SOUND 2" MPE IP MAIN EXTENSION ENERGY 8805 220TH ST SW, EDMONDS, WA 98026 DESIGNED BY PSE SAP Sup Order Nbr 107061054 Drawing Number SCALE 1"=20' PAGE 1/3 0) 3 0 0 0 0 / N 00 (0 U) / 0 U rn U N 0 Q c 0 3 a / U 0 0 I N 0 N END OF MAIN CAP 2" MPE 246'N C/L & 106'W C/L A ,N C/L & ___'W C/L CP TEST LEAD BOX COMPLETE (BRING WIRE UP IN BOX) N C/L & ___'W C/L PROPOSED PIPE 2" MPE—_ IP MAIN IN CUSTOMER PROVIDED 4" YELLOW CONDUIT 106'W C/L (___'W C/L) oo 00 6" PVC SEWED . (.E 0 2.07. MIN 30' DR I 1GE &JOINT I UT/LIT) SEMEN (TYP [IT/Z01'rozz �/� OVWD STD PLAN S-5) 2" CAST IRON WITH J" HEX BOL TS, TYP) VERIFY EXISTING SEWER H PRIOR TO CONSTRUCTION _R IF DISCREPANCY EXISTS.) 20' PRIVATE ACCESS EASEMENT SSCO IE 429.82 N �C/ C Crr OI/,- 0 N II I I I I III I I I I III L 1 1 /8" STUB LENGTH TIE—IN '_ C/L & '_ C/L EFV '_ C/L & '_ C/L N 89 3 n 18807 9, 309 SF 8,189 SF (NET) 1 1 /8" STUB LENGTH TIE—IN '_ C/L & '_ C/L N 89 EFV '_ C/L & '_ C/L SS STUB lE 433.0 8805 9,568 SF C 5 8,022 SF (NET) i1 —I J 1 F--- -- I -- ---� _ N 89 2 PROPOSED DRY UTl1 PROPOSED PIPE 1-1 /8 MPE—_ IP SVC C LI I 30' i 30' 8803 I I �- II 01 I o I 10, 664 SF 8, 861 SF (NETT) � I II C1 I II DEACTIVATE IN PLACE �I EXISTING 5/8" PE IP SVC II I I N 8928\ " W 1,v -- II � I --�-r--+------------- EJ� CONC SIDEWALK _ --------------------------__- -----�_------------------------------- w\ FOU CASED C MON I . L STALK I LEAD. DOWN 1. ' PLAT 164.068 _ _ _ _ �/ 00 I I VISITED 1 -6-19. '-----W-----W— NW 30-27-04 ISIS OF BEARING) — --W—�'T—W----W-----W—W-----W——W----_W N 09" W 13 . 2' �'� SW 30-27-04 2" MPE IP 6'S PLAT 165.068 H 109013970-2005 P GAS FLOW H --- --------- ---- ------ - -- - - --------------- -- ------------- SMH RlM-439.21 / FOU D CASED CO C. MON. lE 8" PVC(W)=428.45 W/2' BRASS DISK & 'X" �S DOWN0.4: VISIT 10-6-19. lE 8" PVC(NE)=428.55 PVC'(`SE)= 4, C.:!75 220TH ST SW (MINOR ARTERIAL) A �ICV 0I PLOT PLAN SCALE: 1" = 20'-0" w 0 o M o 00 tCV ---I-� 2" MPE IP 6'S 109 0139 70- -�- ------ 2005 IP GAS FLOW I J —SD J H 7 2" MPE IP ( 12'E 2" MPE IP 15'S 109013970-2005 109026582-20061 ss� R1M=438.29 lE DVC(N)=427.44 'DVC(S)=427.44 IE IE DVC(E)=427.34 _XIS rING SIRE LLJ— yYD ANT w I o M 0 C11J 0 00 11 N LU O CUT & CAP I `" O EX. 5/8" SVC AT MAIN N o �088 I LU TIE—IN 7 Q TEE HV 2"X2" MPE 6'S C/L & 106'W C/L 00 ___'S C/L & ___'W C/L I 000 rIL N KEY FOR PITS (SHOWN ENLARGED FOR CLARITY) 3' x 5' AT TIE—IN AND CUT & CAP 2' x 5' HOLE HOG PIT FITTER'S CHECKLIST (CHECK BOX TO CONFIRM COMPLETION) ❑ Inspected Steel and PE pipe per GOS 2450.1400 and 2450.1500 ❑ Reviewed and complied with all construction notes. ❑ Recorded all required information on the as -built per GOS 2500.1700. ❑ Completed post installation inspection per GOS 2525.1200 and 2525.2700. ❑ Left the work area in a clean and safe condition. Foreman's Signature Foreman's Name (printed) Company: Date 4680 06/11 220TH ST SW ASPHALT Z I w M Q J t J of J 3U cVU co U X Z W( D Z w In wLn A ROADWAY CROSS SECTION Scale: NONE EX. UTILITIES OVER - GAS MAIN PER PLAN (LOCATION VARIES PER PLAN) S PAVEMENT 1' MIN. F CLEARANCE D D. p ° p D p p V• n - D - D o ° 1 MIN. p D CLEARANCE 7 MINIMUM CLEARANCE PROP. GAS (LOCATION VARIES FROM OTHER UTILITIES: PER PLAN) ° p, p D p• D D HORIZONTAL: 5' ° VERTICAL: 1' EX. UTILITIES UNDER GAS MAIN PER PLAN (LOCATION VARIES PER PLAN) Project Manager Contact Information: Manager: KEVIN WILLIAMS Cell Phone: 425-691-7573 E-Mail: kevin.williams@pse.com E.O.C. END OF CONDUIT No. LOCATION (N-S-E-W) C 1 C/L C2 _' — C/L C3 C/L C4 C/L C5 C/L C6 C/L C7 C/L C8 C/L C9 C/L C10 C/L For contacts below dial 1-888-CALL PSE (225-5773) CALL 811 AT LEAST 2 BUSINESS DAYS BEFORE YOU DIG THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES "Locates Required" Yes ❑ No ❑ "Flagging Required" Yes ❑ No ❑ REAL ESTATE/EASEMENT REQUIRED PERMIT EDMONDS REV# DATE BY DESCRIPTION FUNCTION CONTACT PHONE NO DATE 3 PROJECT MGR K.WILLIAMS 425-691-7573 © ENGR - GAS 10 DRAWN BY D.DAO 425-424-6426 CHECKED BY J.WILSON 425-424-6622 7/16/21 COUNTY SNOHOMISH Emer Sect 025B GAS WK CTR CSPBTGPM APPROVED BY K.WILLIAMS 425-691-7573 CP APPROVAL 1/4 SEC W 30-27-04/SW 30-27-01 OP MAP 164.068 PLAT MAP 1 164.068/165.068 PC APPROVAL MAPPING JOINT FACILITIES ARRANGEMENTS UTILITIES N/A N/A N/A N/A CONTACT N/A N/A N/A N/A PHONE# N/A N/A N/A N/A PI ,�� lJ SELECT HOMES SOUND 2" MPE IP MAIN EXTENSION ENERGY 8805 220TH ST SW, EDMONDS, WA 98026 DESIGNED BY PSE SAP Sup Order Nbr 107061054 Drawing Number SCALE 1"=20' PAGE 2/3 GRATE m FILTER SOCK WITH OVER FLOW HOLES I CATCH BASIN I d d O a THIS APPLICATION SHALL BE MAINTAINED AT ALL TIMES DURING ° a CONSTRUCTION PERIOD. SEDIMENT SHALL BE REMOVED ON A REGULAR BASIS TO MAINTAIN FILTRATION EFFECTIVENESS. TEMPORARY SEDIMENT TRAP FOR CATCH BASINS USE STAPLES OR WIRE RINGS TO ATTACH FILTER FABRIC TO WIRE FENCING. I FILTER FABRIC MATERIAL, MIRAFI 10OX OR EQUAL. 2"x 2"x 14 GA. WELDED WIRE FENCING OR EQUAL. I 48"O.C.(TYP) I 211x4" DOUGLAS FIR NO. 1 GRADE OR EQUAL ELEVATION 3 LO 0 0 0 / N 00 U) E 0 0 / a� U) U 0 a L 0 3 3 Q U E I N 0 N 6" 3' 6" 6" 6,-6„ 8" 2' 6" v � s, v'� s, e'� s, o'� s, v'� s, v'•, s� sa � v, v • s. EX CURB%GUTTER/SIDEWALK °. v s� e � sv,� sv ,• °. v use Asa X X X •X• X X' �X' �X X• •X sv X' x' 'x' 'x' 'x' 'x' 'X' 'x' 'X' 'X' Ix� x" 07117 �,:xrloz f,",", O `x' x' ;X;` 00 •x, x, U ,•X, x x x x x I x'/ �`` ., (',FILTER FABRIC PLACED , X' , X' / x UNDER CB` GRATE, X, X f EXIST P!;V ///j CB INLET PROTECTION EXIST PAVED STREET NO SCALE NEWLY GRADED OR DISTURBED SIDE SLOPE R 20 GA. 12" IF WIRE TIE BACK MIN. 3/8"-3/4" MIN. WASHED GRAVEL 2'-6" UND ISTURBED GROUND UND8" BURY FILTER FABRIC IN A 8" x 8" GRAVEL -FILLED TRENCH 8" SILT FENCE DETAIL NO SCALE TRENCH NOTES: GENERAL R/W USE RESTORATION REQUIREMENTS (8-040) 1. AT THE ENGINEER'S DISCRETION, PRIOR TO COMMENCING ANY CONSTRUCTION, PHOTOGRAPHS DEPICTING PRE-EXISTING ROADWAY CONDITIONS WILL BE REQUIRED EVERY 50 FEET IN PAVED AREAS OR ANY OTHER LOCATION AS SPECIFIED BY THE ENGINEER. 2. SIGNING FLAGGING AND TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THESE STANDARDS, THE WSDOT TRAFFIC MANUAL AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 3. ONE LANE OF TRAFFIC SHALL REMAIN OPEN AT ALL TIMES, ATTENDED BY FLAGMEN AND APPROPRIATE CONSTRUCTION SIGNING PROVIDED. THE ROAD SHALL BE RESTORED TO TWO-WAY TRAFFIC AT THE END OF EACH WORKING DAY. APPLICATIONS FOR TOTAL ROAD CLOSURES MUST BE FILED WITH THE CITY OF EDMONDS FOR REVIEW AND APPROVAL. 4. EXISTING DRAINAGE DITCHES, CULVERTS, ETC., SHALL BE KEPT CLEAN AT ALL TIMES. TEMPORARY DIVERSION OF ANY DRAINAGE SYSTEM WILL NOT BE PERMITTED WITHOUT THE CONSENT OF THE CITY OF EDMONDS ENGINEER. ANY DRAINAGE CULVERT, CATCHBASIN, MANHOLE OR OTHER DRAINAGE STRUCTURE DISTURBED BY EXCAVATION SHALL BE REPLACED WITH NEW MATERIAL OR REPAIRED TO THE SATISFACTION OF THE CITY OF EDMONDS ENGINEER. TEMPORARY EROSION/SEDIMENTATION CONTROL MEASURES SHALL BE EMPLOYED TO PROTECT ADJACENT PROPERTY AND STORM DRAINAGE FACILITIES. 5. GRAVEL SHOULDERS DISTURBED BY EXCAVATION SHALL BE SHAPED TO CITY STANDARDS AND PROVIDED WITH A MINIMUM OF 6 INCHES COMPACTED CRUSHED SURFACING TOP COURSE. 6. IF IN THE OPINION OF THE ENGINEER, WEATHER CONDITIONS DETERIORATE TO THE POINT WHERE THE TRAVELED ROADWAYS ARE UNSAFE FOR THE PUBLIC OR DETRIMENTAL TO THE RESTORATION OF THE ROADWAY, EXCAVATION SHALL CEASE IMMEDIATELY AND CLEANUP SHALL BE PROMPTLY ACCOMPLISHED. 7. ALL PIPE OR OTHER MATERIAL STORED ALONG COUNTY RIGHT-OF-WAY MUST BE PLACED AT A SAFE DISTANCE FROM THE TRAVELED ROADWAY IN SUCH A MANNER AS TO AVOID FALLING ONTO THE ROADWAY. 8. NO EXCESS OR UNSUITABLE MATERIAL SHALL BE WASTED ON CITY RIGHT-OF-WAY. ANY SUCH MATERIAL DUMPED ON PRIVATE PROPERTY MAY REQUIRE A GRADING PERMIT. VERIFICATION WITH CITY OF EDMONDS PLANNING & DEVELOPMENT SERVICES IS REQUIRED. 9. STREET SURFACES SHALL BE CLEANED AT THE END OF EACH DAY'S OPERATION WITH A POWER BROOM OR OTHER APPROVED MEANS. 10. NO OPEN CUT CROSSING OF CITY ROADS OR STREETS SHALL BE MADE WITHOUT THE APPROVAL OF THE ENGINEER & CITY OF EDMONDS. 11. MAXIMUM AMOUNT OF OPEN TRENCH IN ROADS SHALL BE 400 LINEAL FEET. AT THE END OF EACH DAY, ALL DITCHES MUST BE BACKFILLED OR COVERED WITH STEEL PLATES AND BARRICADED WITH FLASHING WARNING LIGHTS TO PREVENT PEOPLE OR ANIMALS FROM FALLING INTO THE TRENCH. 12. FINAL CLEANUP INCLUDING COMPLETE RESTORATION OF SHOULDERS, CLEANING OF DITCHES, CULVERTS AND CATCHBASINS, AND REMOVAL OF LOOSE MATERIAL FROM BACK SLOPES OF DITCHES SHALL NOT EXCEED 1500 L.F. BEHIND EXCAVATING OPERATIONS OR AS REQUIRED BY THE ENGINEER. 1. LONGITUDINAL TRENCH - PER CITY STANDARD DETAIL E2.3. 2. EXISTING PAVEMENT. 3. NATIVE MATERIAL, BANK RUN GRAVEL, CSTC MAY BE REQUIRED BY THE ENGINEER. 4. NEAT LINE CUT, CLEAN, HEAT & TACK EDGES WITH SEALER CSS-1 & SEAL WITH HOT ASPHALT CEMENT. 5. TEMPORARY RESTORATION OF TRENCHES FOR OVERNIGHT USE SHALL BE ACCOMPLISHED BY USING COLD MIX, ATB, OR STEEL PLATES. 6. PATCH SHALL BE MACHINE ROLLED FLUSH WITH EXISTING PAVEMENT AND SHALL BE PLACED PER SECTION 5-04 OF THE WSDOT/APWA SPECIFICATIONS. 7. COVER DEPTH OVER UNDERGROUND UTILITIES SHALL CONFORM TO FEDERAL AND STATE REGULATIONS. 8. TRENCHES IN CONCRETE PAVEMENT SHALL BE RESTORED USING TIE BARS OR DOWEL BARS IN ACCORDANCE WITH SECTION 5-05 OF THE WSDOT/APWA SPECIFICATIONS. SEE TEXT SECTIONS 8-02, 8-04, 8-05. GENERAL NOTES: 1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY OF EDMONDS STANDARD PLANS AND DETAILS, THE FOLLOWING SPECIFICATIONS AND CODES, AND ALL OTHER APPLICABLE LOCAL MUNICIPAL, STATE, AND FEDERAL CODES, RULES AND REGULATIONS: - CURRENT INTERNATIONAL BUILDING CODE (IBC) - 2021 WSDOT APWA STANDARD SPECIFICATIONS FOR ROAD BRIDGE AND MUNICIPAL CONSTRUCTION. - WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN (CURRENT EDITION). 2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CITY OF EDMONDS STANDARD DETAILS, UNLESS NOTED OTHERWISE. 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER CONSTRUCTION IS IN PROGRESS. 4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE LOCAL GOVERNING AUTHORITY. 5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET OF "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL AS -BUILT CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLETION AND ACCEPTANCE. A SET OF AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO FINAL APPROVAL OF THE BUILDING OCCUPANCY/ FINAL PROJECT APPROVAL. 6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION. 7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE AND CONDITION OF EXISTING UTILITY LINES AT CONNECTION OR CROSSING POINTS BEFORE TRENCHING FOR NEW UTILITIES. ENGINEER ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE FEATURES PRESENTED ON THESE DRAWINGS. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF CONFLICTS THAT ARISE. 8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. 10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO FIELD CONDITIONS. 11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT (WHERE APPLICABLE) AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT. 12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT. 13. SUBGRADE SOILS IN ALL AREAS WHERE RAIN GARDENS, INFILTRATION OR PERVIOUS PAVEMENT IS TO BE PLACED SHALL BE DELINEATED AND PROTECTED AT ALL TIMES FROM COMPACTION ACTIVITIES (i.e. HEAVY EQUIPMENT, STOCKPILING). 14. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE TO VERY DENSE NATIVE SOIL OR COMPACTED STRUCTURAL FILL. IF SOIL IS DISTURBED, SOFT, LOOSE, WET OR IF ORGANIC MATERIAL IS PRESENT AT SUBGRADE ELEVATION, REMOVE AND REPLACE WITH COMPACTED STRUCTURAL FILL PER GEOGRAPHICAL REPORT. 15. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF BUILDINGS, LANDSCAPED AREAS AND OTHER PROPOSED OR EXISTING SITE FEATURES. 16. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS. FOUNDATION DRAINS SHALL BE INDEPENDENT OF OTHER SITE DRAIN LINES AND SHALL BE TIGHTLINED TO THE STORM DRAIN SYSTEM WHERE INDICATED ON THE PLANS. 17. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE ENGINEER. 18. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS NOTED OTHERWISE. APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: :a CITY ENGINEERING DIVISION 19. ALL FOOTING DRAINS SERVING BUILDINGS, WALLS, ROCKERIES, ETC. SHALL CONNECT TO THE DRAINAGE SYSTEM DOWNSTREAM OF THE SITE STORM WATER DETENTION SYSTEM. 20. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL SITE IMPROVEMENT INDICATED ON THESE DRAWINGS. 21. A SEPARATE IRRIGATION PERMIT MUST BE OBTAINED FROM THE CITY PUBLIC WORKS DEPARTMENT. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, PROVIDE TO THE CITY WATER QUALITY TECHNICIAN, A COPY OF THE BACKFLOW TEST REPORT. TEST REPORTS CAN BE FAXED TO 425-744-6057 OR EMAILED TO JEFF.KOBLYK@EDMONDSWA.GOV. BACKFLOW TESTING SHALL BE COMPLETED BY THE OWNER ANNUALLY THEREAFTER. 22. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE SHALL BE RETURNED TO THE EQUIVALENT OF THEIR PRECONSTRUCTION CONDITION IN ACCORDANCE WITH APPROPRIATE REQUIREMENTS AND STANDARDS. 23. ALL DISTURBED SOIL AREAS SHALL BE SEEDED OR STABILIZED BY OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL REQUIREMENTS. 24. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL. 25. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED. 26. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ELEVATIONS SHOWN. 27. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 5% SLOPE FOR A MINIMUM DISTANCE OF 10 FEET. 28. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING AND BRACING AS NECESSARY TO PROTECT WORKERS, EXISTING BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHER EXISTING AND PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF SHORING AND BRACING, AS REQUIRED. 29. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY PROCEDURES FOR ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, STREET CLOSURES OR OTHER ACCESS RESTRICTIONS. CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE FIRE MARSHAL. 30. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATIONS AND/OR SERVICE INTERRUPTIONS WITH THE AFFECTED OWNERS AND APPROPRIATE UTILITY COMPANIES, CONNECTIONS TO EXISTING UTILITIES SHALL BE MADE ONLY WITH ADVANCE WRITTEN APPROVAL OF THE AUTHORITIES GOVERNING SAID UTILITIES. 31. ALL UTILITIES SHALL BE PLACED UNDERGROUND. 32. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTION WORK SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE AND INSPECTED AND ACCEPTED BY CITY OF EDMONDS AND OWNER'S REPRESENTATIVE PRIOR TO BACKFILLING. 33. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE NO DIMENSIONS ARE INDICATED, LOCATIONS MAY BE SCALED FROM DRAWINGS. FIELD ADJUSTMENTS SHALL BE APPROVED BY OWNER'S REPRESENTATIVE AND CITY. 34. FIELD STAKE ALL UTILITY STUBS AT THE PROPERTY LINE. 35. TRENCH BACKFILL OF UTILITIES LOCATED WITHIN THE CITY RIGHT-OF-WAY SHALL BE COMPACTED TO 95%. COMPACTION TEST REPORTS SHALL BE PROVIDED TO THE CITY PRIOR TO PAVING. 36. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, PLACE POLYETHYLENE PLASTIC FOAM AS A CUSHION BETWEEN THE UTILITIES. 37. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE UTILITIES WITHIN THE BUILDING. 38. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL WORK. 39. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION SYSTEM. 40. PIPE MATERIAL AND SIGNAGE SUBMITTALS SHALL BE PROVIDED TO CITY ENGINEERING DIVISION FOR APPROVAL PRIOR TO INSTALLATION. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL MEASURES BEFORE WORK CAN BEGIN. Project Manager Contact Information: Manager: KEVIN WILLIAMS Cell Phone: 425-691-7573 E-Mail: kevin.williams@pse.com For contacts below dial 1-888-CALL PSE (225-5773) CALL 811 AT LEAST 2 BUSINESS DAYS BEFORE YOU DIG THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES "Locates Required" Yes ❑ No ❑ "Flagging Required" Yes ❑ No ❑ REAL ESTATE/EASEMENT REQUIRED PERMIT EDMONDS REV# DATE BY DESCRIPTION FUNCTION CONTACT PHONE NO DATE 3 PROJECT MGR K.WILLIAMS 425-691-7573 © ENGR - GAS 10 DRAWN BY D.DAO 425-424-6426 CHECKED BY J.WILSON 425-424-6622 7/16/21 COUNTY SNOHOMISH Emer Sect 025B GAS WK CTR CSPBTGPM APPROVED BY K.WILLIAMS 425-691-7573 CP APPROVAL 1/4 SEC W 30-27-04/SW 30-27-Oz OP MAP 164.068 PLAT MAP 164.068/165.068 PC APPROVAL IMAPPING JOINT FACILITIES ARRANGEMENTS UTILITIES N/A N/A N/A N/A CONTACT N/A N/A N/A N/A PHONE# N/A N/A N/A N/A PI ,�� lJ SELECT HOMES SOUND 2" MPE IP MAIN EXTENSION ENERGY 8805 220TH ST SW, EDMONDS, WA 98026 DESIGNED BY PSE SAP Sup Order Nbr 107061054 Drawing Number SCALE 1"=20' PAGE 3/3 �J