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HomeMy WebLinkAboutMFP25003946.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP25003946 IVR Number: 25003946 Permit Information Permit Name: Soos Creek Franchise Permits - Cascade Vista Phase 1 AC Main Replacement ProjectAddress/Location:08/05/2025Application Date:1423911030Parcel Number: 16611 127TH AVE SE Permit Type:02/12/2026Issue Date:Franchise Permit Work Class:02/12/2027Expiration Date:Major Utility Job Number: 01-2025WFranchise Type:Water / Sewer Description: Principal items of Work included in CASCADE VISTA PHASE 1 AC MAIN REPLACEMENT, CONTRACT 01 2025W, are the replacement of approximately 5,700 lineal feet of existing 4 inch, 6 inch, and 8 inch asbestos cement (AC) water main with 4 inch, 8 inch, and 12 inch ductile iron (DI) water main; replacement of fire hydrants, valves, blow offs, meter boxes, water service lines from the new water main to the meter; asphalt concrete patch and overlay; cement concrete sidewalk, driveway, and curb and gutter repair; and surface restoration. The existing water mains will be abandoned in place after being filled with controlled density fill (CDF) and the existing roadway will have a half width grind and overlay performed where new DI main has been installed. Contacts Name Address PhoneTypeBilling Garrett Bullough Soos Creek Water and Sewer District 14616 SE 192nd St Renton, WA 98058 B: (253) 630-9900 H: (253) 630-9900 C: (425) 757-2053 ApplicantX Soos Creek Water & Sewer District 14616 SE 192nd St Renton, WA 98058 B: (253) 630-9900Applicant Nate Miller Soos Creek Water & Sewer District 14616 SE 192nd St Renton, WA 98058 B: (253) 630-9900 C: (425) 531-4116 Contact Brianne Bannwarth Soos Creek Water & Sewer District 14616 SE 192nd St Renton, WA 98058 B: (425) 902-7687 C: (425) 902-7687 Contact Garrett Bullough Soos Creek Water and Sewer District 14616 SE 192nd St Renton, WA 98058 B: (253) 630-9900 H: (253) 630-9900 C: (425) 757-2053 Contact Gregory Hill Soos Creek Water & Sewer District 14616 SE 192nd St Renton, WA 98058 B: (253) 630-9900Contact Brian Wilson BHC Consultants, LLC B: (206) 505-3400 H: (206) 566-3190 C: (206) 566-3190 Contact EARTHWORK SOLUTIONS LLC - Use as contractor 8629 156th St NE Arlington, WA 98223 H: (425) 343-7683Contractor Business License Number: 63884Construction Contractor: EARTHSL830OK Soos Creek Water & Sewer - Emergency Contact B: (800) 933-4235Emergency Contact CITY OF RENTON ROW 1055 S Grady Way Renton, WA 98057-3232 Owner General Conditions & Signature Permission is hereby given for the work described on this permit according to the conditions hereon and according to the approved plans and specifications pertaining thereto, subject to compliance with the Ordinance of the City of Renton. Ÿ This permit and plans must be posted at the job site at all times.Ÿ I hereby certify that no work is to be done except as described above and in approved plans, and that work is to conform to Renton Trench Restoration and Street Overlay Requirements. Ÿ Call 425.430.7203 or go to: https://permitting.rentonwa.gov one working day in advance to schedule an inspections and for ANY work in the Right of Way. Ÿ Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation.Ÿ Page 1 of 2THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP25003946 In accordance with RCW 19.122.033(4) the permit holder is required to contact (Williams Northwest Pipeline at 425.868.1010) (Olympic Pipeline at 425.235.7736) (Puget Sound Energy at 425.375.3397) to request a consultation with the transmission pipeline company prior to performing any construction or excavation activities. This requirement to consult with the transmission pipeline company is in addition to the requirement to Call before You Dig as required in RCW 19.122. Ÿ (Date)(Signature) Page 2 of 2THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES Page 1/2 950 Pacific Ave, Suite 905 Tacoma, WA 98402 phone (253) 344-5084 fax (253) 244-7165 SUBMITTAL REVIEW COMMENTS PROJECT SCWSD Cascade Vista Phase 1 & SE 202nd AC Main Replacement CONTRACTOR Earthwork Solutions, LLC. CONTRACT NO. 01-2025W GENERAL DESCRIPTION Traffic Control Plans SUBMITTAL NO. 01 DATE RECEIVED BID ITEM NO(s). N/A DATE RETURNED REVIEWED BY DESCRIPTION OF MATERIAL Bid Item No. Material or Product/Type Spec Section N/A Traffic Control Plans B3-11 REVIEW ACTIONS A – No Exceptions Taken B – Revise and Resubmit C – Make Corrections Noted D – Informational Only E – Submit Specified Item Item No. Description Review Action Comments/ Required Response 1 2 Also refer to comments in attached pdf. This review is only for general conformance with the design concept of the project and general compliance with the information given in the Contract Documents. Corrections or comments made on the project data submittals and shop drawings during this review do not relieve the Contractor from his/her obligation to fully perform all contract requirements, and to comply with applicable laws, codes, and regulations. Contractor is not entitled to rely upon the corrections or comments made on the project data submittals and shop drawings during this review. The review by the Engineer of project data and shop drawings is only for conformance with the general design concept of the project, and does not extend to consideration of specific dimensions, structural integrity, safety, detailed installation and construction requirements, or any other obligation of the Contractor. The review by the Engineer is for the benefit of the Owner only. Any action shown is subject to the requirements of the Contract Documents. Neither the review of the Contractor’s submittal nor the corrections or comments provided herein, shall create any duty owed to or a cause of action in favor of the Contractor or any Subcontractor. Review of a specific item shall not include review of an assembly of which the item is a component. Contractor is responsible for dimensions, which shall be confirmed and correlated at the job site; fabrication processes; coordination of the Work with that of all other trades; the means, methods, techniques, sequences, and procedures of construction; and performing all Work in a safe and satisfactory manner. Submittal Review Comments Submittal No.: Date: Page 2/2 100'-200'100'-200'100'-200'100'-200'100'-200'100'-200' NO PARKING7 AM - 6 PMFROMTOTOW AWAY AREAPHONE 685-5444YOUR COMPANY NAME 555-5555R7-T3836"x24" NOPARKING7 AM - 6 PMFROMTOTOW AWAY AREAPHONE 685-5444YOUR COMPANY NAME 555-5555R7-T3836"x24" ROADWORKAHEADW20-136x36 ONE LANEROADAHEADW20-436 x 36 W20-7a36 x 36100'-200'100'-200'ROADWORKAHEADW20-136x36ONE LANEROADAHEADW20-436 x 36W20-7a36 x 36 ROAD CLOSEDAHEADLOCAL TRAFFIC ONLYR11-3 ROAD CLOSEDAHEADLOCAL TRAFFIC ONLYR11-3 SIDEWALKCLOSEDR9-9 SIDEWALKCLOSEDR9-9SIDEWALK CLOSED CROSS HERE R9-11a(R) SIDEWALK CLOSED CROSS HERE R9-11a(L) Work Zone length will vary. Place R9-11's signs at appropriate intersections.Notes:1. All signs and spacing must conform to the City of Renton, WSDOT, and the MUTCD.2.All signs are 36”x 36” B/O unless otherwise specified.3.Channeling devices are 28” cones with retro reflective banding.4. Notify City , County or WSDOT authorities 48 to 72 hours in advance of work if required.5.If steel plates are left on road after hours place NWORK HOURS M-F 8am to 5pmNOT TO SCALENOTIFY EMS, FIREAND POLICE72 HOURS IN ADVANCE LOCATION:CUSTOMER:CONTACT:PROJECT /WO:Robert Stephens 425.923.3479 DATE: 04/21/2026 PAGE 1 of 1 PERMIT:The City of Renton DESIGNED BY DONNA SANDALL WA TCS ES2 000356ATSSA TCS 581686 FL MOT/TTC 634522 EarthworksCascade Vista 2 Way Flagging Operation LegendConeFlagger SymbolNOPARKING7 AM - 6 PMFROMTOTOW AWAY AREAPHONE 685-5444YOUR COMPANY NAME 555-5555 R7-T38 R7-T38SIDEWALKCLOSEDR9-9 Sidewalk ClosedSIDEWALK CLOSEDCROSS HERE R9-11a(L) Sidewalk Closed, Cross Here R9-11a(L)SIDEWALK CLOSEDCROSS HERE R9-11a(R) Sidewalk Closed, Cross Here R9-11a(R)ROAD CLOSEDAHEADLOCAL TRAFFIC ONLY R11-3 R11-3 road closed ahead local traffic onlyROADWORKAHEADW20-1 Road Work AheadONE LANEROADAHEAD W20-4 One Lane Road AheadW20-7a flaggerWork Area Manifest19 x Cone10 x R7-T38 R7-T382 x Flagger Symbol2 x R11-3 R11-3 road closed ahead local traffic only2 x R9-9 Sidewalk Closed2 x W20-1 Road Work Ahead2 x W20-4 One Lane Road Ahead2 x W20-7a flagger1 x R9-11a(L) Sidewalk Closed, Cross Here R9-11a(L)1 x R9-11a(R) Sidewalk Closed, Cross Here R9-11a(R) Flagger Taper 50'-100' www.invarion.com 100'-200'100'-200'100'-200'100'-200'100'-200'100'-200'NOPARKING7 AM - 6 PMFROMTOTOW AWAY AREAPHONE 685-5444YOUR COMPANY NAME 555-5555R7-T3836"x24" ROADWORKAHEADW20-136x36 ONE LANEROADAHEADW20-436 x 36 W20-7a36 x 36100'-200'100'-200'ROADWORKAHEADW20-136x36ONE LANEROADAHEADW20-436 x 36W20-7a36 x 36 ROAD CLOSEDAHEADLOCAL TRAFFIC ONLYR11-3 ROAD CLOSEDAHEADLOCAL TRAFFIC ONLYR11-3 SIDEWALKCLOSEDR9-9 SIDEWALKCLOSEDR9-9SIDEWALK CLOSED CROSS HERE R9-11a(R) SIDEWALK CLOSED CROSS HERE R9-11a(L)Work Zone length will vary. Place R9-11's signs at appropriate intersections.Notes:1. All signs and spacing must conform to the City of Renton, WSDOT, and the MUTCD.2.All signs are 36”x 36” B/O unless otherwise specified.3.Channeling devices are 28” cones with retro reflective banding.4. Notify City , County or WSDOT authorities 48 to 72 hours in advance of work if required.5.If steel plates are left on road after hours place NWORK HOURS M-F 8am to 5pmNOT TO SCALENOTIFY EMS, FIREAND POLICE72 HOURS IN ADVANCE LOCATION:CUSTOMER:CONTACT:PROJECT/WO:Robert Stephens 425.923.3479 DATE: 04/21/2026 PAGE 1 of 1 PERMIT:The City of Renton DESIGNED BY DONNA SANDALL WA TCS ES2 000356ATSSA TCS 581686 FL MOT/TTC 634522 EarthworksCascade Vista 3 Way Flagging Operation LegendConeFlagger SymbolNOPARKING7 AM - 6 PMFROMTOTOW AWAY AREAPHONE 685-5444YOUR COMPANY NAME 555-5555 R7-T38 R7-T38SIDEWALKCLOSEDR9-9 Sidewalk ClosedSIDEWALK CLOSEDCROSS HERE R9-11a(L) Sidewalk Closed, Cross Here R9-11a(L)SIDEWALK CLOSEDCROSS HERE R9-11a(R) Sidewalk Closed, Cross Here R9-11a(R)ROAD CLOSEDAHEADLOCAL TRAFFIC ONLY R11-3 R11-3 road closed ahead local traffic onlyROADWORKAHEADW20-1 Road Work AheadONE LANEROADAHEAD W20-4 One Lane Road AheadW20-7a flaggerWork Area Manifest19 x Cone10 x R7-T38 R7-T383 x Flagger Symbol3 x R11-3 R11-3 road closed ahead local traffic only3 x W20-1 Road Work Ahead3 x W20-4 One Lane Road Ahead3 x W20-7a flagger2 x R9-9 Sidewalk Closed1 x R9-11a(L) Sidewalk Closed, Cross Here R9-11a(L)1 x R9-11a(R) Sidewalk Closed, Cross Here R9-11a(R) Flagger Taper 50'-100'100'-200' 100'-200' 100'-200' ROADWORKAHEAD W20-136x36 O NE LANEROADAHEAD W20-436 x 36 W20-7a36 x 36 ROAD CLOSEDAHEADLOCAL TRAFFIC ONLY R11-3 100'-200'NOPARKING7 AM - 6 PMFROMTOTOW AWAY AREAPHONE 685-5444YOUR COMPANY NAME 555-5555R7-T3836"x24"NOPARKING7 AM - 6 PMFROMTOTOW AWAY AREAPHONE 685-5444YOUR COMPANY NAME 555-5555R7-T3836"x24" www.invarion.com 100'-200'100'-200'100'-200'100'-200'100'-200'100'-200'NO PARKING7 AM - 6 PMFROMTOTOW AWAY AREAPHONE 685-5444YOUR COMPANY NAME 555-5555R7-T3836"x24" ROADWORKAHEADW20-136x36 ONE LANEROADAHEADW20-436 x 36 W20-7a36 x 36100'-200'100'-200'ROADWORKAHEADW20-136x36ONE LANEROADAHEADW20-436 x 36W20-7a36 x 36 ROAD CLOSEDAHEADLOCAL TRAFFIC ONLYR11-3 ROAD CLOSEDAHEADLOCAL TRAFFIC ONLYR11-3 SIDEWALKCLOSEDR9-9 SIDEWALKCLOSEDR9-9SIDEWALK CLOSED CROSS HERE R9-11a(R) SIDEWALK CLOSED CROSS HERE R9-11a(L) Work Zone length will vary. Place R9-11's signs at appropriate intersections.Notes:1. All signs and spacing must conform to the City of Renton, WSDOT, and the MUTCD.2.All signs are 36”x 36” B/O unless otherwise specified.3.Channeling devices are 28” cones with retro reflective banding.4. Notify City , County or WSDOT authorities 48 to 72 hours in advance of work if required.5.If steel plates are left on road after hours place NWORK HOURS M-F 8am to 5pmNOT TO SCALENOTIFY EMS, FIREAND POLICE72 HOURS IN ADVANCE LOCATION:CUSTOMER:CONTACT:PROJECT/WO:Robert Stephens 425.923.3479 DATE: 04/21/2026 PAGE 1 of 1 PERMIT:The City of Renton DESIGNED BY DONNA SANDALL WA TCS ES2 000356ATSSA TCS 581686 FL MOT/TTC 634522 EarthworksCascade Vista 4 Way Flagging Operation LegendConeFlagger SymbolNOPARKING7 AM - 6 PMFROMTOTOW AWAY AREAPHONE 685-5444YOUR COMPANY NAME 555-5555R7-T38 R7-T38SIDEWALKCLOSEDR9-9 Sidewalk ClosedSIDEWALK CLOSEDUSE OTHER SIDE R9-10 Sidewalk Closed Use Other SideSIDEWALK CLOSEDCROSS HERE R9-11a(L) Sidewalk Closed, Cross Here R9-11a(L)SIDEWALK CLOSEDCROSS HERE R9-11a(R) Sidewalk Closed, Cross Here R9-11a(R)ROAD CLOSEDAHEADLOCAL TRAFFIC ONLY R11-3 R11-3 road closed ahead local traffic onlyROADWORKAHEADW20-1 Road Work AheadONE LANEROADAHEAD W20-4 One Lane Road AheadW20-7a flaggerWork Area Manifest17 xCone12 xR7-T38 R7-T384 xFlagger Symbol4 xR11-3 R11-3 road closed ahead local traffic only4 xW20-1 Road Work Ahead4 xW20-4 One Lane Road Ahead4 xW20-7a flagger2 xR9-11a(L) Sidewalk Closed, Cross Here R9-11a(L)2 xR9-9 Sidewalk Closed1 xR9-10 Sidewalk Closed Use Other Side1 xR9-11a(R) Sidewalk Closed, Cross Here R9-11a(R) Flagger Taper 50'-100'100'-200' 100'-200' 100'-200' ROADWORKAHEAD W20-136x36 O NE LANEROADAHEAD W20-436 x 36 W20-7a36 x 36 ROAD CLOSEDAHEADLOCAL TRAFFIC ONLY R11-3 100'-200'NOPARKING7 AM - 6 PMFROMTOTOW AWAY AREAPHONE 685-5444YOUR COMPANY NAME 555-5555R7-T3836"x24"NO PARKING7 AM - 6 PMFROMTOTOW AWAY AREAPHONE 685-5444YOUR COMPANY NAME 555-5555R7-T3836"x24" 100'-200' 100'-200' 100'-200' R O ADWORKAHEADW20-136x36 ONE LAN EROADAHEADW20-436 x 36 W20-7a36 x 36 ROAD CLOSEDAHEADLOCAL TRAFFIC ONLYR11-3 100'-200' NO PARKING7 AM - 6 PMFROMTOTOW AWAY AREAPHONE 685-5444YOUR COMPANY NAME 555-5555R7-T3836"x24"SIDEWALK CLOSED CROSS HERE R9-11a(L) SIDEWALK CLOSEDUSE OTHER SIDER9-10 www.invarion.com 100'-200'100'-200'100'-200'100'-200'100'-200'100'-200' NO PARKING7 AM - 6 PMFROMTOTOW AWAY AREAPHONE 685-5444YOUR COMPANY NAME 555-5555R7-T3836"x24"NO PARKING7 AM - 6 PMFROMTOTOW AWAY AREAPHONE 685-5444YOUR COMPANY NAME 555-5555R7-T3836"x24"ROADWORKAHEADW20-136x36 ONE LANEROADAHEADW20-436 x 36 W20-7a36 x 36100'-200'100'-200'ROADWORKAHEADW20-136x36ONE LANEROADAHEADW20-436 x 36W20-7a36 x 36 ROAD CLOSEDAHEADLOCAL TRAFFIC ONLYR11-3 ROAD CLOSEDAHEADLOCAL TRAFFIC ONLYR11-3 SIDEWALKCLOSEDR9-9SIDEWALKCLOSEDR9-9 SIDEWALK CLOSEDCROSS HERER9-11a(R)SIDEWALK CLOSEDCROSS HERER9-11a(L)Work Zone length will vary. Place R9-11's and R9-9 signs as neededNotes:1. All signs and spacing must conform to the City of Renton, WSDOT, and the MUTCD.2.All signs are 36”x 36” B/O unless otherwise specified.3.Channeling devices are 28” cones with retro reflective banding.4. Notify City , County or WSDOT authorities 48 to 72 hours in advance of work if required.5.If steel plates are left on road after hours place NWORK HOURS M-F 8am to 5pmNOT TO SCALENOTIFY EMS, FIREAND POLICE72 HOURS IN ADVANCE LOCATION:CUSTOMER:CONTACT:PROJECT /WO:Robert Stephens 425.923.3479 DATE: 04/21/2026 PAGE 1 of 1 PERMIT:The City of Renton DESIGNED BY DONNA SANDALL WA TCS ES2 000356ATSSA TCS 581686 FL MOT/TTC 634522 EarthworksCascade Vista Cul de Sac P lan LegendConeFlagger SymbolNOPARKING7 AM - 6 PMFROMTOTOW AWAY AREAPHONE 685-5444YOUR COMPANY NAME 555-5555 R7-T38 R7-T38SIDEWALKCLOSEDR9-9 Sidewalk ClosedSIDEWALK CLOSEDCROSS HERE R9-11a(L) Sidewalk Closed, Cross Here R9-11a(L)SIDEWALK CLOSEDCROSS HERE R9-11a(R) Sidewalk Closed, Cross Here R9-11a(R)ROAD CLOSEDAHEADLOCAL TRAFFIC ONLY R11-3 R11-3 road closed ahead local traffic onlyROADWORKAHEADW20-1 Road Work AheadONE LANEROADAHEAD W20-4 One Lane Road AheadW20-7a flaggerWork Area Manifest11 x Cone10 x R7-T38 R7-T382 x Flagger Symbol2 x R11-3 R11-3 road closed ahead local traffic only2 x R9-9 Sidewalk Closed2 x W20-1 Road Work Ahead2 x W20-4 One Lane Road Ahead2 x W20-7a flagger1 x R9-11a(L) Sidewalk Closed, Cross Here R9-11a(L)1 x R9-11a(R) Sidewalk Closed, Cross Here R9-11a(R) Flagger Taper 50'-100' www.invarion.com CONTRACT NO. 01-2025W CASCADE VISTA PHASE 1 1 2701-2025W AC MAIN REPLACEMENT NTS COMMISSIONERS: ALAN EADES KEVIN FUHRER ALICE MARSHALL DAROLD STROUD LOGAN WALLACE GENERAL MANAGER: WILLIAM APPLETON, P.E. ATTORNEY: HANIS IRVINE PROTHERO, PLLC BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com SHEET INDEX SHEET NO. DRAWING NO.SHEET TITLE 1 G-1 COVER SHEET 2 G-2 LEGEND AND ABBREVIATIONS 3 G-3 CONSTRUCTION NOTES 4 G-4 KEY MAP 5 EC-1 TESC AND RESTORATION PLANS 6 EC-2 TESC AND RESTORATION PLAN 7 EC-3 TESC AND RESTORATION PLANS 8 EC-4 TESC AND RESTORATION PLANS 9 EC-5 TESC AND RESTORATION PLAN 10 EC-6 TESC AND RESTORATION PLANS 11 EC-7 TESC AND RESTORATION PLANS 12 EC-8 TESC AND RESTORATION PLAN 13 EC-9 TESC AND RESTORATION PLAN 14 EC-10 TESC AND RESTORATION PLAN 15 EC-11 TESC STANDARD DETAILS 16 C-1 WATER MAIN PLANS 17 C-2 WATER MAIN PLAN 18 C-3 WATER MAIN PLANS 19 C-4 WATER MAIN PLANS 20 C-5 WATER MAIN PLAN 21 C-6 WATER MAIN PLANS 22 C-7 WATER MAIN PLANS 23 C-8 WATER MAIN PLAN 24 C-9 WATER MAIN PLAN 25 C-10 WATER MAIN PLAN 26 C-11 STANDARD WATER DETAILS 27 C-12 STANDARD WATER DETAILS DECEMBER 2025 VICINITY MAP 39406R EGISTER E D STAT E OF WASHIN GT ON H C RA RHC D IM POTSI REH K S T P P ROFESSIONAL ENG I NEER 23018642R EGIST E R E D STATE OF WASHIN GT ON P ROFESSIONAL ENGINEER BRIAN B E N JAMIN W I L SON Pa t h : S : \ C a d \ S o o s C r e e k W & S D i s t r i c t \ 2 5 - 1 0 1 7 1 C a s c a d e V i s t a P h a s e 1 A C M a i n R e p l \ d F i l e n a m e : P 2 5 - 1 0 1 7 1 _ G - 1 P lo t d a t e : D e c 1 6 , 2 0 2 5 - 0 2 : 4 0 : 5 6 p m C A D U s e r : a c a r i a so . X r e f F i l e n a m e : | S c h m i d t | X 2 5 - 1 0 1 7 1 _ S t a t u s | W i l s o n | SE 159TH PL SE 160TH PL SE 161ST ST 131ST PL SE SE 164TH ST SE 161ST ST 128TH AVE SE SE 165TH ST 126TH PL SE 127TH AVE SE SE 168TH ST 126TH AVE SE 125TH AVE SE 132ND PL SE 126TH AVE SE SE 164TH ST 128TH AVE SE LINDBERGH HS CASCADE PARK SO O S C R E E K W A T E R & S E W E R D I S T R I C T CO N T R A C T N O . 0 1 - 2 0 2 5 W CA S C A D E V I S T A P H A S E 1 AC M A I N R E P L A C E M E N T 27 BH C C o n s u l t a n t s , L L C 16 0 1 F i f t h A v e n u e , S u i t e 5 0 0 Se a t t l e , W a s h i n g t o n 9 8 1 0 1 20 6 . 5 0 5 . 3 4 0 0 20 6 . 5 0 5 . 3 4 0 6 ( f a x ) ww w . b h c c o n s u l t a n t s . c o m Pa t h : S : \ C a d \ S o o s C r e e k W & S D i s t r i c t \ 2 5 - 1 0 1 7 1 C a s c a d e V i s t a P h a s e 1 A C M a i n R e p l \ d F i l e n a m e : P 2 5 - 1 0 1 7 1 _ G - 2 P lo t d a t e : D e c 1 6 , 2 0 2 5 - 0 2 : 4 8 : 0 0 p m C A D U s e r : a c a r i a so . X r e f F i l e n a m e : | X 2 5 - 1 0 1 7 1 _ T B | S c h m i d t | W i l s o n | X2 5 - 1 0 1 7 1 _ S t a t u s | 39 4 0 6 R EGI STER E D STAT E OF WASHING TONHC RA RHC DIM P OTSI RE H K S T P PR O FESSIONAL ENGI N EER BB W AS C CP S 01 - 2 0 2 5 W 1 B W 1 2 / 2 0 2 5 I S S U E D F O R B I D 23 0 1 8 6 4 2 R EGIST E R E D STATE OF WASHING TON PR O FESSIONAL ENGIN EER BRIAN B E N JAMIN W I L SON CENTERLINE PROPERTY LINES RIGHT-OF-WAY LINES EASEMENT LINES DITCH LINE WATER LINE PREVIOUSLY ABANDONED WATER LINE IRRIGATION WATER LINE SANITARY SEWER LINE STORM DRAIN LINE GAS LINE UNDERGROUND POWER LINES UNDERGROUND COMMUNICATION LINE OVERHEAD UTILITY LINES CHAIN LINK FENCE WIRE FENCE WOOD FENCE EDGE OF VEGETATION/HEDGE LINE MAGNETIC NAIL W/ WASHER REBAR AND CAP (FOUND) REBAR AND CAP (SET) TACK AND LEAD HUB AND TACK CASED MONUMENT SURFACE MONUMENT WATER VALVE HYDRANT WATER METER WATER BLOWOFF IRRIGATION CONTROL VALVE SANITARY SEWER MANHOLE STORM DRAIN MANHOLE CATCH BASIN STORM CULVERT POWER TRANSFORMER POWER VAULT POWER METER SURFACE JUNCTION BOX SUBSURFACE JUNCTION BOX POWER/UTILITY POLE GUY ANCHOR POWER/UTILITY POLE W/DROP STREET LIGHT AREA LIGHT LUMINARE (SINGLE) COMMUNICATION MANHOLE COMMUNICAATION LINE MARKER GAS METER GAS VALVE SIGN MAILBOX NEWS PAPER BOX ROCKERY BOLLARD SPOT ELEVATION CONIFEROUS TREE SIZE & TYPE DECIDUOUS TREE SIZE AND TYPE LE G E N D A N D A B B R E V I A T I O N S 2 G-2 B-5 LEGEND EXISTING PROPOSED CLEARING LIMIT/WORK ZONE DELINEATION FENCE FILTER FABRIC FENCE TO BE REMOVED OR ABANDONED CENTERLINE STATIONING PIPE OR STRUCTURE VALVE FIRE HYDRANT BLOW OFF AIR VAC VALVE CONCRETE THRUST BLOCK FLANGE FITTING MECHANICAL JOINT FITTING RESTRAINED JOINT FITTING CATCH BASIN PROTECTION DIRECTION OF FLOW (PLAN) FULL DEPTH HMA HMA OVERLAY GRAVEL SURFACE CAST-IN PLACE CONCRETE PRE-CAST CONCRETE FOUNDATION MATERIAL STRUCTURAL FILL PIPE BEDDING CSTC CSBC PREPARED SUBGRADE, TRENCH BACKFILL UNDISTURBED NATIVE GROUND COMPACTED BORROW SAND GROUT CONTROL DENSITY FILL DRAIN MATERIAL TOPSOIL HYDROSEED 2+00 AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY TRANSPORTATION OFFICIALS AB ANCHOR BOLT AC ASPHALT CONCRETE ACP ASPHALT CONCRETE PAVEMENT ADA AMERICANS WITH DISABILITIES ACT ADS ADVANCED DRAINAGE SYSTEMS (PIPE) ANSI AMERICAN NATIONAL STANDARDS INSTITUTE APPROX APPROXIMATE APWA AMERICAN PUBLIC WORKS ASSOCIATION AVE AVENUE BF BLIND FLANGE BGS BELOW GROUND SURFACE BO BLOW-OFF BOT BOTTOM BSM BIORETENTION SOIL MIX CB CATCH BASIN CDF CONTROLLED DENSITY FILL CED CEDAR CF CUBIC FEET CFS CUBIC FEET PER SECOND CHLK CHAIN LINK FENCE CI CAST IRON C/L, CL CENTERLINE CLR CLEAR CMP CORRUGATED METAL PIPE CO CLEANOUT CONC CONCRETE COR CITY OF RENTON CPE CORRUGATED POLYETHYLENE PIPE CPLG COUPLING CRZ CRITICAL ROOT ZONE CSBC CRUSHED SURFACING BASE COURSE CSTC CRUSHED SURFACING TOP COURSE CTR CENTER CULV CULVERT D DEPTH, DOUBLE, DRAIN DI DUCTILE IRON DHA DUANE HARTMAN & ASSOCIATES DIA DIAMETER DISTRICT SOOS CREEK WATER & SEWER DISTRICT DR DRIVE DT DECIDUOUS TREE DWG DRAWING DVWY DRIVEWAY E EAST, EASTING, ELECTRICAL EA EACH EC EROSION CONTROL EL, ELEV ELEVATION EP EDGE OF PAVEMENT EW EACH WAY EX EXISTING FCA FLANGED COUPLING ADAPTER FF FINISHED FLOOR FG FINISH GRADE FH FIRE HYDRANT FL FLANGE FM FORCE MAIN FT FEET, FOOT G GAS GALV GALVANIZED GPM GALLONS PER MINUTE GPS GLOBAL POSITIONING SYSTEM GRAV GRAVEL H HORIZONTAL HDPE HIGH DENSITY POLYETHYLENE HMA HOT MIX ASPHALT HP HORSEPOWER HYD HYDRANT ID INSIDE DIAMETER IE INVERT ELEVATION IPS IRON PIPE SIZE JB JUNCTION BOX L LENGTH LF LINEAR FEET LT LEFT MAP MAPLE MAX MAXIMUM MB MAILBOX MFR MANUFACTURER MH MANHOLE MIN MINIMUM MJ MECHANICAL JOINT MMA METHYL METHACRYLATE MON MONUMENT MPE MEDIUM DENSITY POLYETHYLENE MUTCD MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES N NORTH, NORTHING NAD NORTH AMERICAN DATUM NAVD NORTH AMERICAN VERTICAL DATUM NE NORTHEAST NIC NOT IN CONTRACT NO. NUMBER NTS NOT TO SCALE NW NORTHWEST OC ON CENTER OD OUTSIDE DIAMETER OH OVERHEAD OHWM ORDINARY HIGH WATER MARK OP OVERHEAD POWER OPG OPENING P POWER PE PLAIN END PED XING PEDESTRIAN CROSSING PKWY PARKWAY P/L PROPERTY LINE PLS PROFESSIONAL LAND SURVEYOR PP POLYPROPYLENE PIPE PRV PRESSURE REDUCING VALVE PS PUMP STATION PSE PUGET SOUND ENERGY PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT POINT PVC POLYVINYL CHLORIDE C-900 PIPE PVMT PAVEMENT PWR POWER RCW REVISED CODE OF WASHINGTON RD ROAD REQ'D REQUIRED RET RETAINING RJ RESTRAINED JOINT ROW RIGHT OF WAY RPBA REDUCED PRESSURE BACKFLOW ASSEMBLY RPM REVOLUTIONS PER MINUTE, RAISED PAVEMENT MARKER RT RIGHT S SOUTH, SLOPE, SOCKET, SINGLE SCH SCHEDULE SCO SEWER CLEANOUT SD STORM DRAIN SDMH STORM DRAIN MANHOLE SDR STANDARD DIMENSION RATIO SE SOUTHEAST SERV SERVICE SF SILT FENCE, SQUARE FEET SMH SEWER MANHOLE SS SANITARY SEWER SSMH SANITARY SEWER MANHOLE SST STAINLESS STEEL ST STREET STA STATION STD STANDARD STL STEEL SW SOUTHWEST SWPPP STORMWATER POLLUTION PREVENTION PLAN SYM SYMMETRICAL T TELEPHONE TBM TEMPORARY BENCHMARK TDH TOTAL DYNAMIC HEAD TELJB TELEPHONE JUNCTION BOX TELR TELEPHONE RISER TESC TEMPORARY EROSION AND SEDIMENT CONTROL THK THICK TV TELEVISION (CABLE) TVJB TELEVISION (CABLE) JUNCTION BOX TVR TELEVISION (CABLE) RISER TYP TYPICAL U/C UNDER CONSTRUCTION UD UNDERDRAIN UGP UNDERGROUND POWER UGT UNDERGROUND TELEPHONE UNO UNLESS NOTED OTHERWISE V VENT, VERTICAL W/ WITH W WATER, WEST, WIDTH WAC WASHINGTON ADMINISTRATIVE CODE WM WATER METER WS WATER SURFACE WSDOT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION WSRN WASHINGTON STATE REFERENCE NETWORK YRS YEARS ABBREVIATIONS SO O S C R E E K W A T E R & S E W E R D I S T R I C T CO N T R A C T N O . 0 1 - 2 0 2 5 W CA S C A D E V I S T A P H A S E 1 AC M A I N R E P L A C E M E N T 27 BH C C o n s u l t a n t s , L L C 16 0 1 F i f t h A v e n u e , S u i t e 5 0 0 Se a t t l e , W a s h i n g t o n 9 8 1 0 1 20 6 . 5 0 5 . 3 4 0 0 20 6 . 5 0 5 . 3 4 0 6 ( f a x ) ww w . b h c c o n s u l t a n t s . c o m Pa t h : S : \ C a d \ S o o s C r e e k W & S D i s t r i c t \ 2 5 - 1 0 1 7 1 C a s c a d e V i s t a P h a s e 1 A C M a i n R e p l \ d F i l e n a m e : P 2 5 - 1 0 1 7 1 _ G - 3 P lo t d a t e : D e c 1 6 , 2 0 2 5 - 0 2 : 4 9 : 2 6 p m C A D U s e r : a c a r i a so . X r e f F i l e n a m e : | X 2 5 - 1 0 1 7 1 _ T B | S c h m i d t | W i l s o n | X2 5 - 1 0 1 7 1 _ S t a t u s | 39 4 0 6 R EGI STER E D STAT E OF WASHING TONHC RA RHC DIM P OTSI RE H K S T P PR O FESSIONAL ENGI N EER BB W AS C CP S 01 - 2 0 2 5 W 1 B W 1 2 / 2 0 2 5 I S S U E D F O R B I D 23 0 1 8 6 4 2 R EGIST E R E D STATE OF WASHING TON PR O FESSIONAL ENGIN EER BRIAN B E N JAMIN W I L SON CO N S T R U C T I O N N O T E S 3 G-3 1. ABANDONED AC WATER MAINS SHALL BE FILLED WITH CDF. CONTRACTOR SHALL SUPPLY TEMPORARY BLOW-OFFS AS NECESSARY TO ENSURE EXISTING PIPE IS COMPLETELY FILLED WITH CDF. CONTRACTOR SHALL REMOVE UPPER SECTION OF VALVE BOXES ON ALL EXISTING MAINS THAT ARE BEING ABANDONED. 2. COORDINATE TRANSFER OF SERVICES TO NEW SYSTEM AFTER OWNER ACCEPTANCE OF PRESSURE AND PURITY TESTS. NEW HYDRANTS MAY BE INSTALLED WITH NEW MAIN, BUT MUST REMAIN BAGGED UNTIL NEW WATER MAIN HAS BEEN TESTED, DISINFECTED, AND PLACED IN SERVICE. 3. ALL TRENCH RESTORATION SHALL BE PER CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAILS. IF THE OUTSIDE OF THE TRENCHING IS WITHIN 3-FEET OF ANY ADJACENT LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPAVED. 4. DO NOT REMOVE EXISTING FIRE HYDRANT ASSEMBLIES UNTIL NEW WATER MAIN HAS BEEN IN SERVICE FOR AT LEAST 24 HOURS. REMOVE EXISTING FIRE HYDRANT ASSEMBLY, VALVE BOX AND ASSOCIATED BOLLARDS AFTER NEW WATER MAIN IS IN SERVICE. SALVAGE OR DISPOSE EXISTING FIRE HYDRANT ASSEMBLY AT OWNER'S DISCRETION. REMOVE EXISTING HYDRANT RISER AND SHOE. 5. INSTALL NEW METER BOXES BEHIND SIDEWALK AT EDGE OF RIGHT OF WAY, UNLESS OTHERWISE NOTED. WHERE SIDEWALK IS DAMAGED, OR EXISTING METER BOX IS REMOVED, CONTRACTOR SHALL SAW CUT AT JOINTS AND REPLACE THE ENTIRE CONCRETE SIDEWALK PANEL. 6. WINDOW / POTHOLE AHEAD OF WATER MAIN INSTALLATIONS TO FIND AND AVOID CONFLICTS WITH EXISTING GAS, STORM MAIN, AND OTHER UTILITIES WHEN INSTALLING NEW WATER MAIN AND/OR INSTALLING NEW SERVICES. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH PROPERTY OWNERS TO LOCATE AND TIE INTO EXISTING WATER SERVICE LINES WHERE METER BOXES WILL BE RELOCATED. 8. COMPLY WITH CITY OF RENTON RIGHT OF WAY PERMIT TIME-OF-DAY RESTRICTIONS FOR CONSTRUCTION IN INTERSECTIONS AND CITY OF RENTON RIGHTS-OF-WAY. 9. IN ORDER TO MINIMIZE CONFLICTS WITH OTHER UTILITIES, THE NEW WATER MAIN SHALL BE INSTALLED WITH AT LEAST 36-INCHES OF COVER UNLESS INDICATED OTHERWISE. 10. CONTRACTOR SHALL LIMIT THE AMOUNT OF DISTURBED AREA TO THE MINIMAL AMOUNT NECESSARY TO FACILITATE CONSTRUCTION EFFORTS. ALL DISTURBED AREAS SHALL BE FULLY RESTORED WITHIN 15-WORKING DAYS AFTER FIRST OPENING THE TRENCH, UNLESS APPROVED OTHERWISE. 11. CONTRACTOR RESPONSIBLE TO VERIFY LOCATIONS OF THE EXISTING WATER MAINS, WATER SERVICE LINES, AND METER BOXES PRIOR TO CONSTRUCTION. 12. CDF BACKFILL SHALL BE PROVIDED AT ALL EXISTING AC WATER MAIN CROSSINGS WITH THE NEW WATER MAIN. THE EXISTING AC WATER MAIN SHALL BE BRIDGED AND PROTECTED AS DIRECTED BY THE DISTRICT DURING THE WATER MAIN CROSSINGS TO PREVENT THE AC WATER MAIN FROM BEING DAMAGED OR BREAKING. 13. THE CONTRACTOR SHALL VERIFY THE ELEVATION OF THE EXISTING UTILITIES AT ALL CROSSINGS A MINIMUM OF 40-FEET EACH DIRECTION PRIOR TO CROSSING LOCATION TO ESTABLISH NECESSARY VERTICAL AND HORIZONTAL ALIGNMENT ADJUSTMENTS NECESSARY TO MEET THE REQUIRED CLEARANCE UNLESS NOTED OTHERWISE ON THE DRAWINGS. CONTRACTOR SHALL USE A MINIMUM NUMBER OF FITTINGS TO CHANGE ALIGNMENT. NEW WATER MAIN SHALL CROSS UNDER EXISTING UTILITIES UNLESS OTHERWISE NOTED ON THE DRAWINGS. NEW WATER MAIN SHALL CROSS ABOVE THE EXISTING SANITARY SEWER MAIN AND SIDE SEWER STUBS. 14. WHERE THE WATER MAIN IS LOCATED IN THE ROADWAY, AND ASPHALT RESTORATION IS SHOWN AS AC PATCH ON TESC AND PAVING PLAN, THE CONTRACTOR SHALL KEEP ALL ROADWAY DISTURBANCE OUTSIDE THE TRAVELED LANE (12-FEET FROM CENTERLINE OF EXISTING ASPHALT OR OUTSIDE THE FOG LINE). ANY ROADWAY DAMAGE INSIDE THE TRAVELED LANE WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR TO CITY OF RENTON STANDARDS. 15. THE LOCATIONS OF BURIED GAS, STORM MAIN, POWER, TELEPHONE AND TV CABLE SHOWN ON THESE PLANS ARE APPROXIMATE AND ARE BASED ON THE BEST AVAILABLE CONSTRUCTION RECORD DRAWING AND SURVEYED INFORMATION. CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH UTILITY PURVEYORS AND VERIFY THE LOCATION OF THE EXISTING UTILITIES PRIOR TO CONSTRUCTION. 16. THE CONTRACTOR SHALL PROTECT THE EXISTING AC WATER MAIN AT ALL TIMES DURING THE NEW WATER MAIN INSTALLATION. ANY BREAKS OF THE EXISTING AC WATER MAIN DURING THE NEW WATER MAIN INSTALLATION WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR. 17. CONTRACTOR RESPONSIBLE TO COORDINATE WITH SCWSD & CITY OF RENTON FOR PROTECTION AND RESTORATION OF EXISTING STORM SEWERS, SANITARY SEWER MAINS, MANHOLES AND SANITARY SEWER STUBS DURING CONSTRUCTION. 18. THE CONTRACTOR SHALL RESTORE OR REPLACE ALL EXISTING FENCES REMOVED / DAMAGED AS PART OF THE WATER MAIN INSTALLATION TO PRE-EXISTING OR BETTER CONDITION, AND IN THE SAME LOCATION. 19. THE CONTRACTOR SHALL RESTORE OR REPLACE ALL EXISTING LANDSCAPING DISTURBED AS PART OF WATER MAIN INSTALLATION TO PRE-EXISTING OR BETTER CONDITION. 20. ALL WORK AND MATERIAL WITHIN RIGHT-OF-WAY IS SUBJECT TO CITY OF RENTON RIGHT-OF-WAY CONSTRUCTION PERMIT. 21. CONTRACTOR SHALL COORDINATE WITH UNITED STATES POSTAL SERVICE TO ENSURE MAIL DELIVERY CONTINUES DURING CONSTRUCTION. 22. CONTRACTOR SHALL MARK LOCATION OF ALL BENDS, TEES, SERVICES AND FIRE HYDRANTS IN THE FIELD A MINIMUM OF TWO-WORKING DAYS IN ADVANCE. ITEMS NOT LABELED WITH STATION AND OFFSET SHALL BE LOCATED AS REQUIRED IN THE FIELD. 23. FINAL FIRE HYDRANT LOCATION SUBJECT TO THE CITY OF RENTON FIRE MARSHAL REVIEW. 24. ANY EDGE OF TRENCH THAT PARALLELS CURBING SHALL NOT BE WITHIN 2-FEET OF FRONT EDGE OR BACK OF CURB. 25. DRIVEWAY APPROACHES THAT ARE DISTURBED SHALL BE REPLACED TO CURRENT CITY OF RENTON ADA STANDARDS. 26. SIDEWALK RESTORATION SHALL BE REPLACED IN KIND, EXCEPT FOR PEDESTRIAN CROSSINGS WHICH SHALL BE RESTORED TO REPLACED TO THE CITY OF RENTON STANDARDS. 27. IF EXISTING ASPHALT IS GREATER THAN 4-INCHES IN ROADBED, MATCH EXISTING UNLESS OTHERWISE DIRECTED BY THE CITY OF RENTON INSPECTOR. 28. MAINTAIN MINIMUM STANDARD CITY OF RENTON SEPARATION BETWEEN UTILITIES: HORIZONTAL 5-FEET, VERTICAL 18-INCHES. INSTALL ETHAFOAM CUSHION IN UNUSUAL CASES WHERE THE VERTICAL SEPARATION BETWEEN UTILITY PIPES AND WATER MAIN AT CROSSINGS IS LESS THAN 12-INCHES. 29. NO STAGING OF EQUIPMENT OR STOCKPILING IN PUBLIC RIGHT-OF-WAY WITHOUT WRITTEN PERMISSION FROM CITY OF RENTON. 30. ALL VALVES AND MANHOLES SHALL COMPLY WITH THE CITY OF RENTON ROAD STANDARDS AND SOOS CREEK WATER AND SEWER DISTRICT STANDARDS. 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS OF SOOS CREEK WATER AND SEWER DISTRICT, ALSO REFERRED TO HEREINAFTER AS "DISTRICT" AND CITY OF RENTON ROAD STANDARDS, ALSO REFERRED TO HEREINAFTER AS "COR". 2. EXISTING UTILITIES ARE SHOWN FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE, LOCATION OR DEPTHS. 3. ALL WORK IN CITY OF RENTON RIGHT-OF-WAY SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY OF RENTON ROAD STANDARDS AND CITY OF RENTON RIGHT-OF-WAY CONSTRUCTION PERMIT; SEE SPECIFICATIONS. 4. FIRE HYDRANTS SHALL BE EQUIPPED WITH STEAMER AND HOSE PORT THREADS IN ACCORDANCE WITH THE REQUIREMENTS OF RENTON REGIONAL FIRE AUTHORITY. 5. WATER MAIN SHALL PASS UNDER STORM SEWER WHEN REQUIRED TO MAINTAIN 36-INCHES MINIMUM COVER OVER TOP OF WATER MAIN. THERE SHALL BE NOT LESS THAN A 6-INCH ETHAFOAM CUSHION BETWEEN THE WATER MAIN AND THE STORM SEWER. 6. FOR WATER SERVICE CONNECTION, CONNECT NEW PLASTIC SERVICE PIPE TO GRIP JOINT COUPLING WITH INSERTED STIFFENER. 7. WATER SERVICES CONNECTION DETAILS: A. RAVEN HDPE METER BOXES WILL BE FURNISHED AND INSTALLED BY CONTRACTOR. B. INSTALL RAVEN LID WITH SOOS CREEK LOGO. 8. WHERE PLASTIC PIPE OR SERVICES ARE USED, INSTALL 14-GAUGE COPPER, PLASTIC-COATED TRACER WIRE ALONG TOP OF PIPE. ATTACH WIRE TO VALVES; FOR SERVICES, ATTACH TRACER WIRE TO METER SETTER AND SADDLE. 9. ALL SERVICE LINES SHALL BE 1-INCH MINIMUM, AND SHALL BE CONTINUOUS AND UNSPLICED FROM CORP STOP TO METER AND SHALL HAVE SAND BEDDING (6-INCHES ALL AROUND). 10. CONTRACTOR SHALL NOTIFY THE DISTRICT AT 253-630-9900 TO SCHEDULE A PRE-CONSTRUCTION MEETING AT THE DISTRICT OFFICE. AFTER THE PRE-CONSTRUCTION MEETING THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION REVIEW REPRESENTATIVE FOR THE DISTRICT AT LEAST 48-HOURS, REGULAR WORKING DAYS, BEFORE STARTING WORK. 11. BEFORE ORDERING MATERIALS FOR CONNECTION TO EXISTING WATER MAIN, CONTRACTOR SHALL EXCAVATE WATER MAIN AND VERIFY OUTSIDE DIAMETER FOR DETERMINATION OF TYPES OF FITTINGS TO BE USED. COORDINATE WITH THE CONSTRUCTION REVIEW REPRESENTATIVE FOR THE DISTRICT. 12. THIS WATER MAIN PLAN IS SUBJECT TO THE CONSTRUCTION PERMITS ISSUED BY CITY OF RENTON FOR THIS PROJECT. A FINAL INSPECTION IS REQUIRED FOR APPROVAL OF THESE PERMITS. 13. THE WATER MAIN SHALL BE "CUBED", I.E. PIGGED, PRIOR TO ACCEPTANCE ACCORDING TO THE DISTRICT'S REQUIREMENTS. 14. CONCRETE THRUST BLOCKS SHALL BE LOCATED AT ALL PIPE BENDS AND TEES AS SHOWN ON THE DRAWINGS AND AS DIRECTED BY THE ENGINEER. 15. DUCTILE IRON PIPE JOINT DEFLECTIONS SHALL NOT EXCEED ONE-HALF OF THE PIPE MANUFACTURER'S SPECIFICATION FOR THE SIZE OF PIPE USED. B-5 WATER GENERAL NOTES:CONSTRUCTION NOTES: SO O S C R E E K W A T E R & S E W E R D I S T R I C T CO N T R A C T N O . 0 1 - 2 0 2 5 W CA S C A D E V I S T A P H A S E 1 AC M A I N R E P L A C E M E N T 27 BH C C o n s u l t a n t s , L L C 16 0 1 F i f t h A v e n u e , S u i t e 5 0 0 Se a t t l e , W a s h i n g t o n 9 8 1 0 1 20 6 . 5 0 5 . 3 4 0 0 20 6 . 5 0 5 . 3 4 0 6 ( f a x ) ww w . b h c c o n s u l t a n t s . c o m Pa t h : S : \ C a d \ S o o s C r e e k W & S D i s t r i c t \ 2 5 - 1 0 1 7 1 C a s c a d e V i s t a P h a s e 1 A C M a i n R e p l \ d F i l e n a m e : P 2 5 - 1 0 1 7 1 _ G - 4 P lo t d a t e : D e c 1 6 , 2 0 2 5 - 0 2 : 5 1 : 0 0 p m C A D U s e r : a c a r i a so . X r e f F i l e n a m e : | X 2 5 - 1 0 1 7 1 _ T B | S c h m i d t | W i l s o n | X 25 - 1 0 1 7 1 _ E x T o p o | X 2 5 - 1 0 1 7 1 _ B n d y | X 2 5 - 1 0 1 7 1 _ S h e e t s | X 2 5 - 1 0 1 7 1 _ S t a t u s | 39 4 0 6 R EGI STER E D STAT E OF WASHING TONHC RA RHC DIM P OTSI RE H K S T P PR O FESSIONAL ENG I N EER BB W AS C CP S 01 - 2 0 2 5 W 1 B W 1 2 / 2 0 2 5 I S S U E D F O R B I D 23 0 1 8 6 4 2 R EGIST E R E D STATE OF WASHING TON PR O FESSIONAL ENGIN EER BRIAN B E N JAMIN W I L SON NE-28-23-5 0 100 200 SCALE IN FEET KE Y M A P 4 G-4 1" = 1 0 0 ' - 0 " EXACT SIZE, TYPE, LOCATION OR DEPTH. BURIED UTILITIES IN AREA CALL BEFORE YOU DIG EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE 1-800-424-5555 or 811 B-5 128TH AVE SE SE 168TH ST 126TH AVE SE SE 165TH ST 126TH PL SE 127TH AVE SE S E 1 6 7 T H S T S E 1 6 7 T H PL SE 167TH ST SE 166TH ST 1 2 6 T H P L S E SE 166T H ST EC-3, C-3 E C-3, C-3 E C - 4 , C - 4 EC-4, C-4 EC-5, C-5EC-7, C-7 EC-10, C-10 E C-6, C-6 EC-9, C-9 EC-7, C-7 E C-6, C-6 E C-8, C-8 131ST PL SE SE 160TH PL SE 161ST ST SE 159TH PL EC-1, C-1 EC-1, C-1 EC-2, C-2 SO O S C R E E K W A T E R & S E W E R D I S T R I C T CO N T R A C T N O . 0 1 - 2 0 2 5 W CA S C A D E V I S T A P H A S E 1 AC M A I N R E P L A C E M E N T 27 BH C C o n s u l t a n t s , L L C 16 0 1 F i f t h A v e n u e , S u i t e 5 0 0 Se a t t l e , W a s h i n g t o n 9 8 1 0 1 20 6 . 5 0 5 . 3 4 0 0 20 6 . 5 0 5 . 3 4 0 6 ( f a x ) ww w . b h c c o n s u l t a n t s . c o m Pa t h : S : \ C a d \ S o o s C r e e k W & S D i s t r i c t \ 2 5 - 1 0 1 7 1 C a s c a d e V i s t a P h a s e 1 A C M a i n R e p l \ d F i l e n a m e : P 2 5 - 1 0 1 7 1 _ E C - 1 - 1 0 P l o t d a t e : D e c 1 6 , 2 0 2 5 - 0 3 : 0 2 : 5 6 p m C A D U s e r : a c ari a s o . X r e f F i l e n a m e : | X 2 5 - 1 0 1 7 1 _ T B | S c h m i d t | X 2 5 - 1 0 1 7 1 _S t a t u s | W i l s o n | X 2 5 - 1 0 1 7 1 _ E x T o p o | X 2 5 - 1 0 1 7 1 _ B n d y | X 2 5 - 1 0 1 7 1 _ A l i g n | X 2 5 - 1 0 1 7 1 _ S h e e t s | X 2 5 - 1 0 1 7 1 _ K e y M a p | X 2 5 - 1 0 1 7 1 _ P r o p W a t e r | X 2 5 - 1 0 1 7 1 _ T E S C - R L e g e nd | X 2 5 - 1 0 1 7 1 _ P r o p R e s t r | 39 4 0 6 R EGI STER E D STAT E OF WASHING TONHC RA RHC DIM P OTSI RE H K S T P PR O FESSIONAL ENG I N EER BB W AS C CP S 01 - 2 0 2 5 W 1 B W 1 2 / 2 0 2 5 I S S U E D F O R B I D 23 0 1 8 6 4 2 R EGIST E R E D STATE OF WASHING TON PR O FESSIONAL ENGIN EER BRIAN B E N JAMIN W I L SON NE-28-23-5 NOTES: 1. SEE DWG C-1 FOR WATER MAIN PLAN. 2. WHERE IMPACTED BY NEW PAVING, ADJUST EXISTING SS MANHOLE COVERS, NEW WATER VALVE BOXES, EXISTING UTILITY RISERS, MONUMENTS AND STRUCTURES TO FINAL GRADE PER CITY OF RENTON STANDARDS. 0 20 40 SCALE IN FEET MA T C H L I N E S T A - S E E 21 + 0 0 BE L O W NTSKEY MAP TE S C A N D R E S T O R A T I O N P L A N S 5 EC-1 1" = 2 0 ' - 0 " 0 20 40 SCALE IN FEET MATCHLINE STA - SEE21+00 ABOVE MA T C H L I N E S T A - S E E D W G 14 + 3 2 E C - 2 EXACT SIZE, TYPE, LOCATION OR DEPTH. BURIED UTILITIES IN AREA CALL BEFORE YOU DIG EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE 1-800-424-5555 or 811 B-5 SE 160TH PL CB PROTECTION, TYP 21+022+0023+0023+48 131ST PL SE SE 160TH PL CB PROTECTION, TYP 18+00 15+00 16+00 17+00 20 + 0 0 21 SE 160TH PL SE 161TH ST 131ST PL SE SE 159TH PL EC-1 EC-1 EC-2 PROJECT LIMIT/PAVING LIMIT CB PROTECTION SILT FENCE WATTLES 2" DEPTH GRIND AND OVERLAY, HMA CL 1/2", PER CITY OF RENTON STANDARDS TRENCH PATCH CONCRETE SIDEWALK/DRIVEWAY REPAIR GRAVEL GRASS TESC & PAVING LEGEND: o-o SO O S C R E E K W A T E R & S E W E R D I S T R I C T CO N T R A C T N O . 0 1 - 2 0 2 5 W CA S C A D E V I S T A P H A S E 1 AC M A I N R E P L A C E M E N T 27 BH C C o n s u l t a n t s , L L C 16 0 1 F i f t h A v e n u e , S u i t e 5 0 0 Se a t t l e , W a s h i n g t o n 9 8 1 0 1 20 6 . 5 0 5 . 3 4 0 0 20 6 . 5 0 5 . 3 4 0 6 ( f a x ) ww w . b h c c o n s u l t a n t s . c o m Pa t h : S : \ C a d \ S o o s C r e e k W & S D i s t r i c t \ 2 5 - 1 0 1 7 1 C a s c a d e V i s t a P h a s e 1 A C M a i n R e p l \ d F i l e n a m e : P 2 5 - 1 0 1 7 1 _ E C - 1 - 1 0 P l o t d a t e : D e c 1 6 , 2 0 2 5 - 0 3 : 0 6 : 2 7 p m C A D U s e r : a c ari a s o . X r e f F i l e n a m e : | X 2 5 - 1 0 1 7 1 _ T B | S c h m i d t | X 2 5 - 1 0 1 7 1 _S t a t u s | W i l s o n | X 2 5 - 1 0 1 7 1 _ E x T o p o | X 2 5 - 1 0 1 7 1 _ B n d y | X 2 5 - 1 0 1 7 1 _ A l i g n | X 2 5 - 1 0 1 7 1 _ S h e e t s | X 2 5 - 1 0 1 7 1 _ K e y M a p | X 2 5 - 1 0 1 7 1 _ P r o p W a t e r | X 2 5 - 1 0 1 7 1 _ T E S C - R L e g e nd | X 2 5 - 1 0 1 7 1 _ P r o p R e s t r | 39 4 0 6 R EGI STER E D STAT E OF WASHING TONHC RA RHC DIM P OTSI RE H K S T P PR O FESSIONAL ENGI N EER BB W AS C CP S 01 - 2 0 2 5 W 1 B W 1 2 / 2 0 2 5 I S S U E D F O R B I D 23 0 1 8 6 4 2 R EGIST E R E D STATE OF WASHING TON PR O FESSIONAL ENGIN EER BRIAN B E N JAMIN W I L SON NE-28-23-5 0 20 40 SCALE IN FEET TE S C A N D R E S T O R A T I O N P L A N 6 EC-2 1" = 2 0 ' - 0 " MATCHLINE STA - SEE DWG 14+32 EC-1 B-5 NTSKEY MAP NOTES: 1. SEE DWG C-2 FOR WATER MAIN PLAN. 2. WHERE IMPACTED BY NEW PAVING, ADJUST EXISTING SS MANHOLE COVERS, NEW WATER VALVE BOXES, EXISTING UTILITY RISERS, MONUMENTS AND STRUCTURES TO FINAL GRADE PER CITY OF RENTON STANDARDS. EXACT SIZE, TYPE, LOCATION OR DEPTH. BURIED UTILITIES IN AREA CALL BEFORE YOU DIG EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE 1-800-424-5555 or 811 ∆ 131ST PL SE SE 161ST ST CB PROTECTION, TYP 1 1 + 0 0 12+00 13+00 14+00 30+0031+0031+91 SE 160TH PL SE 161TH ST 131ST PL SE SE 159TH PL EC-1 EC-1 EC-2 PROJECT LIMIT/PAVING LIMIT CB PROTECTION SILT FENCE WATTLES 2" DEPTH GRIND AND OVERLAY, HMA CL 1/2", PER CITY OF RENTON STANDARDS TRENCH PATCH CONCRETE SIDEWALK/DRIVEWAY REPAIR GRAVEL GRASS TESC & PAVING LEGEND: o-o SO O S C R E E K W A T E R & S E W E R D I S T R I C T CO N T R A C T N O . 0 1 - 2 0 2 5 W CA S C A D E V I S T A P H A S E 1 AC M A I N R E P L A C E M E N T 27 BH C C o n s u l t a n t s , L L C 16 0 1 F i f t h A v e n u e , S u i t e 5 0 0 Se a t t l e , W a s h i n g t o n 9 8 1 0 1 20 6 . 5 0 5 . 3 4 0 0 20 6 . 5 0 5 . 3 4 0 6 ( f a x ) ww w . b h c c o n s u l t a n t s . c o m Pa t h : S : \ C a d \ S o o s C r e e k W & S D i s t r i c t \ 2 5 - 1 0 1 7 1 C a s c a d e V i s t a P h a s e 1 A C M a i n R e p l \ d F i l e n a m e : P 2 5 - 1 0 1 7 1 _ E C - 1 - 1 0 P l o t d a t e : D e c 1 6 , 2 0 2 5 - 0 3 : 0 9 : 2 1 p m C A D U s e r : a c ari a s o . X r e f F i l e n a m e : | X 2 5 - 1 0 1 7 1 _ T B | S c h m i d t | X 2 5 - 1 0 1 7 1 _S t a t u s | W i l s o n | X 2 5 - 1 0 1 7 1 _ E x T o p o | X 2 5 - 1 0 1 7 1 _ B n d y | X 2 5 - 1 0 1 7 1 _ A l i g n | X 2 5 - 1 0 1 7 1 _ S h e e t s | X 2 5 - 1 0 1 7 1 _ K e y M a p | X 2 5 - 1 0 1 7 1 _ P r o p W a t e r | X 2 5 - 1 0 1 7 1 _ T E S C - R L e g e nd | X 2 5 - 1 0 1 7 1 _ P r o p R e s t r | 39 4 0 6 R EGI STER E D STAT E OF WASHING TONHC RA RHC DIM P OTSI RE H K S T P PR O FESSIONAL ENGI N EER BB W AS C CP S 01 - 2 0 2 5 W 1 B W 1 2 / 2 0 2 5 I S S U E D F O R B I D 23 0 1 8 6 4 2 R EGIST E R E D STATE OF WASHING TON PR O FESSIONAL ENGIN EER BRIAN B E N JAMIN W I L SON NE-28-23-5 0 20 40 SCALE IN FEET MA T C H L I N E S T A - S E E 44 + 0 6 BE L O W TE S C A N D R E S T O R A T I O N P L A N S 7 EC-3 1" = 2 0 ' - 0 " MATCHLINE STA - SEE DWG 90+49 EC-4 M A T C H L I N E S T A - S E E 4 4 + 0 6 A B O V E MATCHLINE STA - SEE D W G 47+95 EC-4 0 20 40 SCALE IN FEET MATCHLINE STA - SEE58+29 DWG EC-8 B-5 NTSKEY MAP NOTES: 1. SEE DWG C-3 FOR WATER MAIN PLAN. 2. WHERE IMPACTED BY NEW PAVING, ADJUST EXISTING SS MANHOLE COVERS, NEW WATER VALVE BOXES, EXISTING UTILITY RISERS, MONUMENTS AND STRUCTURES TO FINAL GRADE PER CITY OF RENTON STANDARDS. EXACT SIZE, TYPE, LOCATION OR DEPTH. BURIED UTILITIES IN AREA CALL BEFORE YOU DIG EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE 1-800-424-5555 or 811 126TH AVE SE SE 165TH ST CB PROTECTION, TYP 40+00 41+00 42+00 43+00 44+00 SE 165TH ST 126TH PL SE 126TH PL SE CB PROTECTION, TYP44+0 0 45+00 46+00 47+00 48+00 59+00 59+65 90+00 126TH AVE SE 128TH AVE SE SE 168TH ST 126TH PL SE SE 167TH PL 127TH AVE SE SE 165 TH ST SE 164TH ST EC-3 EC-3 EC-4 EC-4 EC-5 EC-7 EC-10 EC-7 EC-9 EC-8 EC-6 EC-6 PROJECT LIMIT/PAVING LIMIT CB PROTECTION SILT FENCE WATTLES 2" DEPTH GRIND AND OVERLAY, HMA CL 1/2", PER CITY OF RENTON STANDARDS TRENCH PATCH CONCRETE SIDEWALK/DRIVEWAY REPAIR GRAVEL GRASS TESC & PAVING LEGEND: o-o SO O S C R E E K W A T E R & S E W E R D I S T R I C T CO N T R A C T N O . 0 1 - 2 0 2 5 W CA S C A D E V I S T A P H A S E 1 AC M A I N R E P L A C E M E N T 27 BH C C o n s u l t a n t s , L L C 16 0 1 F i f t h A v e n u e , S u i t e 5 0 0 Se a t t l e , W a s h i n g t o n 9 8 1 0 1 20 6 . 5 0 5 . 3 4 0 0 20 6 . 5 0 5 . 3 4 0 6 ( f a x ) ww w . b h c c o n s u l t a n t s . c o m Pa t h : S : \ C a d \ S o o s C r e e k W & S D i s t r i c t \ 2 5 - 1 0 1 7 1 C a s c a d e V i s t a P h a s e 1 A C M a i n R e p l \ d F i l e n a m e : P 2 5 - 1 0 1 7 1 _ E C - 1 - 1 0 P l o t d a t e : D e c 1 6 , 2 0 2 5 - 0 3 : 1 1 : 2 8 p m C A D U s e r : a c ari a s o . X r e f F i l e n a m e : | X 2 5 - 1 0 1 7 1 _ T B | S c h m i d t | X 2 5 - 1 0 1 7 1 _S t a t u s | W i l s o n | X 2 5 - 1 0 1 7 1 _ E x T o p o | X 2 5 - 1 0 1 7 1 _ B n d y | X 2 5 - 1 0 1 7 1 _ A l i g n | X 2 5 - 1 0 1 7 1 _ S h e e t s | X 2 5 - 1 0 1 7 1 _ K e y M a p | X 2 5 - 1 0 1 7 1 _ P r o p W a t e r | X 2 5 - 1 0 1 7 1 _ T E S C - R L e g e nd | X 2 5 - 1 0 1 7 1 _ P r o p R e s t r | 39 4 0 6 R EGI STER E D STAT E OF WASHING TONHC RA RHC DIM P OTSI RE H K S T P PR O FESSIONAL ENGI N EER BB W AS C CP S 01 - 2 0 2 5 W 1 B W 1 2 / 2 0 2 5 I S S U E D F O R B I D 23 0 1 8 6 4 2 R EGIST E R E D STATE OF WASHING TON PR O FESSIONAL ENGIN EER BRIAN B E N JAMIN W I L SON NE-28-23-5 0 20 40 SCALE IN FEET TE S C A N D R E S T O R A T I O N P L A N S 8 EC-4 1" = 2 0 ' - 0 " M A T C H L I N E S T A - S E E D W G 8 0 + 4 4 E C - 6 M A T C H L I N E S T A - S E E D W G 4 7 +9 5 E C -3 MATCHLINE STA - SEE DWG 90+49 EC-3 0 20 40 SCALE IN FEET B-5 NTSKEY MAP NOTES: 1. SEE DWG C-4 FOR WATER MAIN PLAN. 2. WHERE IMPACTED BY NEW PAVING, ADJUST EXISTING SS MANHOLE COVERS, NEW WATER VALVE BOXES, EXISTING UTILITY RISERS, MONUMENTS AND STRUCTURES TO FINAL GRADE PER CITY OF RENTON STANDARDS. EXACT SIZE, TYPE, LOCATION OR DEPTH. BURIED UTILITIES IN AREA CALL BEFORE YOU DIG EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE 1-800-424-5555 or 811 S E 1 6 5 T H S T SE 166TH ST 1 2 7 T H A V E S E 128TH AVE SE CB PROTECTION, TYP 4 8 + 0 0 4 8 + 8 6 8 1 +0 0 82+00 83+00 83+97 126TH PL SE CB PROTECTION, TYP 91 + 0 0 91 + 3 2 126TH AVE SE 128TH AVE SE SE 168TH ST 126TH PL SE SE 167TH PL 127TH AVE SE SE 165 TH ST SE 164TH ST EC-3 EC-3 EC-4 EC-4 EC-5 EC-7 EC-10 EC-7 EC-9 EC-8 EC-6 EC-6 PROJECT LIMIT/PAVING LIMIT CB PROTECTION SILT FENCE WATTLES 2" DEPTH GRIND AND OVERLAY, HMA CL 1/2", PER CITY OF RENTON STANDARDS TRENCH PATCH CONCRETE SIDEWALK/DRIVEWAY REPAIR GRAVEL GRASS TESC & PAVING LEGEND: o-o SO O S C R E E K W A T E R & S E W E R D I S T R I C T CO N T R A C T N O . 0 1 - 2 0 2 5 W CA S C A D E V I S T A P H A S E 1 AC M A I N R E P L A C E M E N T 27 BH C C o n s u l t a n t s , L L C 16 0 1 F i f t h A v e n u e , S u i t e 5 0 0 Se a t t l e , W a s h i n g t o n 9 8 1 0 1 20 6 . 5 0 5 . 3 4 0 0 20 6 . 5 0 5 . 3 4 0 6 ( f a x ) ww w . b h c c o n s u l t a n t s . c o m Pa t h : S : \ C a d \ S o o s C r e e k W & S D i s t r i c t \ 2 5 - 1 0 1 7 1 C a s c a d e V i s t a P h a s e 1 A C M a i n R e p l \ d F i l e n a m e : P 2 5 - 1 0 1 7 1 _ E C - 1 - 1 0 P l o t d a t e : D e c 1 6 , 2 0 2 5 - 0 3 : 1 4 : 5 7 p m C A D U s e r : a c ari a s o . X r e f F i l e n a m e : | X 2 5 - 1 0 1 7 1 _ T B | S c h m i d t | X 2 5 - 1 0 1 7 1 _S t a t u s | W i l s o n | X 2 5 - 1 0 1 7 1 _ E x T o p o | X 2 5 - 1 0 1 7 1 _ B n d y | X 2 5 - 1 0 1 7 1 _ A l i g n | X 2 5 - 1 0 1 7 1 _ S h e e t s | X 2 5 - 1 0 1 7 1 _ K e y M a p | X 2 5 - 1 0 1 7 1 _ P r o p W a t e r | X 2 5 - 1 0 1 7 1 _ T E S C - R L e g e nd | X 2 5 - 1 0 1 7 1 _ P r o p R e s t r | 39 4 0 6 R EGI STER E D STAT E OF WASHING TONHC RA RHC DIM P OTSI RE H K S T P PR O FESSIONAL ENGI N EER BB W AS C CP S 01 - 2 0 2 5 W 1 B W 1 2 / 2 0 2 5 I S S U E D F O R B I D 23 0 1 8 6 4 2 R EGIST E R E D STATE OF WASHING TON PR O FESSIONAL ENGIN EER BRIAN B E N JAMIN W I L SON NE-28-23-5 0 20 40 SCALE IN FEET TE S C A N D R E S T O R A T I O N P L A N 9 EC-5 1" = 2 0 ' - 0 " B-5 NTSKEY MAP NOTES: 1. SEE DWG C-5 FOR WATER MAIN PLAN. 2. WHERE IMPACTED BY NEW PAVING, ADJUST EXISTING SS MANHOLE COVERS, NEW WATER VALVE BOXES, EXISTING UTILITY RISERS, MONUMENTS AND STRUCTURES TO FINAL GRADE PER CITY OF RENTON STANDARDS. EXACT SIZE, TYPE, LOCATION OR DEPTH. BURIED UTILITIES IN AREA CALL BEFORE YOU DIG EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE 1-800-424-5555 or 811 128TH AVE SE S E 1 6 7 T H S T CB PROTECTION, TYP 110+00111+00 1 1 2 +0 0 113+00 113+79 126TH AVE SE 128TH AVE SE SE 168TH ST 126TH PL SE SE 167TH PL 127TH AVE SE SE 165 TH ST SE 164TH ST EC-3 EC-3 EC-4 EC-4 EC-5 EC-7 EC-10 EC-7 EC-9 EC-8 EC-6 EC-6 PROJECT LIMIT/PAVING LIMIT CB PROTECTION SILT FENCE WATTLES 2" DEPTH GRIND AND OVERLAY, HMA CL 1/2", PER CITY OF RENTON STANDARDS TRENCH PATCH CONCRETE SIDEWALK/DRIVEWAY REPAIR GRAVEL GRASS TESC & PAVING LEGEND: o-o SO O S C R E E K W A T E R & S E W E R D I S T R I C T CO N T R A C T N O . 0 1 - 2 0 2 5 W CA S C A D E V I S T A P H A S E 1 AC M A I N R E P L A C E M E N T 27 BH C C o n s u l t a n t s , L L C 16 0 1 F i f t h A v e n u e , S u i t e 5 0 0 Se a t t l e , W a s h i n g t o n 9 8 1 0 1 20 6 . 5 0 5 . 3 4 0 0 20 6 . 5 0 5 . 3 4 0 6 ( f a x ) ww w . b h c c o n s u l t a n t s . c o m Pa t h : S : \ C a d \ S o o s C r e e k W & S D i s t r i c t \ 2 5 - 1 0 1 7 1 C a s c a d e V i s t a P h a s e 1 A C M a i n R e p l \ d F i l e n a m e : P 2 5 - 1 0 1 7 1 _ E C - 1 - 1 0 P l o t d a t e : D e c 1 6 , 2 0 2 5 - 0 3 : 1 7 : 5 7 p m C A D U s e r : a c ari a s o . X r e f F i l e n a m e : | X 2 5 - 1 0 1 7 1 _ T B | S c h m i d t | X 2 5 - 1 0 1 7 1 _S t a t u s | W i l s o n | X 2 5 - 1 0 1 7 1 _ E x T o p o | X 2 5 - 1 0 1 7 1 _ B n d y | X 2 5 - 1 0 1 7 1 _ A l i g n | X 2 5 - 1 0 1 7 1 _ S h e e t s | X 2 5 - 1 0 1 7 1 _ K e y M a p | X 2 5 - 1 0 1 7 1 _ P r o p W a t e r | X 2 5 - 1 0 1 7 1 _ T E S C - R L e g e nd | X 2 5 - 1 0 1 7 1 _ P r o p R e s t r | 39 4 0 6 R EGI STER E D STAT E OF WASHING TONHC RA RHC DIM P OTSI RE H K S T P PR O FESSIONAL ENGI N EER BB W AS C CP S 01 - 2 0 2 5 W 1 B W 1 2 / 2 0 2 5 I S S U E D F O R B I D 23 0 1 8 6 4 2 R EGIST E R E D STATE OF WASHING TON PR O FESSIONAL ENGIN EER BRIAN B E N JAMIN W I L SON NE-28-23-5 0 20 40 SCALE IN FEET TE S C A N D R E S T O R A T I O N P L A N S 10 EC-6 1" = 2 0 ' - 0 " MA TCHLI NE ST A - S E E 77+30 B E LOW M AT CHL IN E STA - S EE 7 7 +30 A BO V E M A T C H L I N E S T A - S E E D W G 7 4 + 1 5 E C - 7 MATCHLINE STA - SEE DWG 80+44 EC-4 0 20 40 SCALE IN FEET B-5 NTSKEY MAP NOTES: 1. SEE DWG C-6 FOR WATER MAIN PLAN. 2. WHERE IMPACTED BY NEW PAVING, ADJUST EXISTING SS MANHOLE COVERS, NEW WATER VALVE BOXES, EXISTING UTILITY RISERS, MONUMENTS AND STRUCTURES TO FINAL GRADE PER CITY OF RENTON STANDARDS. EXACT SIZE, TYPE, LOCATION OR DEPTH. BURIED UTILITIES IN AREA CALL BEFORE YOU DIG EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE 1-800-424-5555 or 811 12 7TH AVE SE 75+00 76+00 77+00 127TH AVE SE CB PROTECTION, TYP 78+00 79+00 80+00 126TH AVE SE 128TH AVE SE SE 168TH ST 126TH PL SE SE 167TH PL 127TH AVE SE SE 165TH ST SE 164TH ST EC-3 EC-3 EC-4 EC-4 EC-5 EC-7 EC-10 EC-7 EC-9 EC-8 EC-6 EC-6 PROJECT LIMIT/PAVING LIMIT CB PROTECTION SILT FENCE WATTLES 2" DEPTH GRIND AND OVERLAY, HMA CL 1/2", PER CITY OF RENTON STANDARDS TRENCH PATCH CONCRETE SIDEWALK/DRIVEWAY REPAIR GRAVEL GRASS TESC & PAVING LEGEND: o-o SO O S C R E E K W A T E R & S E W E R D I S T R I C T CO N T R A C T N O . 0 1 - 2 0 2 5 W CA S C A D E V I S T A P H A S E 1 AC M A I N R E P L A C E M E N T 27 BH C C o n s u l t a n t s , L L C 16 0 1 F i f t h A v e n u e , S u i t e 5 0 0 Se a t t l e , W a s h i n g t o n 9 8 1 0 1 20 6 . 5 0 5 . 3 4 0 0 20 6 . 5 0 5 . 3 4 0 6 ( f a x ) ww w . b h c c o n s u l t a n t s . c o m Pa t h : S : \ C a d \ S o o s C r e e k W & S D i s t r i c t \ 2 5 - 1 0 1 7 1 C a s c a d e V i s t a P h a s e 1 A C M a i n R e p l \ d F i l e n a m e : P 2 5 - 1 0 1 7 1 _ E C - 1 - 1 0 P l o t d a t e : D e c 1 7 , 2 0 2 5 - 0 9 : 5 2 : 1 2 a m C A D U s e r : a c ari a s o . X r e f F i l e n a m e : | X 2 5 - 1 0 1 7 1 _ T B | S c h m i d t | X 2 5 - 1 0 1 7 1 _S t a t u s | W i l s o n | X 2 5 - 1 0 1 7 1 _ E x T o p o | X 2 5 - 1 0 1 7 1 _ B n d y | X 2 5 - 1 0 1 7 1 _ A l i g n | X 2 5 - 1 0 1 7 1 _ S h e e t s | X 2 5 - 1 0 1 7 1 _ K e y M a p | X 2 5 - 1 0 1 7 1 _ P r o p W a t e r | X 2 5 - 1 0 1 7 1 _ T E S C - R L e g e nd | X 2 5 - 1 0 1 7 1 _ P r o p R e s t r | 39 4 0 6 R EGI STER E D STAT E OF WASHING TONHC RA RHC DIM P OTSI RE H K S T P PR O FESSIONAL ENGI N EER BB W AS C CP S 01 - 2 0 2 5 W 1 B W 1 2 / 2 0 2 5 I S S U E D F O R B I D 23 0 1 8 6 4 2 R EGIST E R E D STATE OF WASHING TON PR O FESSIONAL ENGIN EER BRIAN B E N JAMIN W I L SON NE-28-23-5 0 20 40 SCALE IN FEET TE S C A N D R E S T O R A T I O N P L A N S 11 EC-7 1" = 2 0 ' - 0 " MATCHLINE STA - SEE 122+19 BELOW MATCHLINE STA - SEE 122+19 ABOVE 0 20 40 SCALE IN FEET MATCHLINE STA - SEE DWG 71+94 EC-10 MATCHLINE STA - SEE DWG 74+15 EC-6 B-5 NTSKEY MAP NOTES: 1. SEE DWG C-7 FOR WATER MAIN PLAN. 2. WHERE IMPACTED BY NEW PAVING, ADJUST EXISTING SS MANHOLE COVERS, NEW WATER VALVE BOXES, EXISTING UTILITY RISERS, MONUMENTS AND STRUCTURES TO FINAL GRADE PER CITY OF RENTON STANDARDS. EXACT SIZE, TYPE, LOCATION OR DEPTH. BURIED UTILITIES IN AREA CALL BEFORE YOU DIG EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE 1-800-424-5555 or 811 127TH AVE SE CB PROTECTION, TYP SE 167TH PL 72+00 73+00 7 4+00 120+00 121+00 122+00 S E 1 6 7 T H P L 1 2 3 +0 0 124+00 124+81 126TH AVE SE 128TH AVE SE SE 168TH ST 126TH PL SE SE 167TH PL 127TH AVE SE SE 165 TH ST SE 164TH ST EC-3 EC-3 EC-4 EC-4 EC-5 EC-7 EC-10 EC-7 EC-9 EC-8 EC-6 EC-6 PROJECT LIMIT/PAVING LIMIT CB PROTECTION SILT FENCE WATTLES 2" DEPTH GRIND AND OVERLAY, HMA CL 1/2", PER CITY OF RENTON STANDARDS TRENCH PATCH CONCRETE SIDEWALK/DRIVEWAY REPAIR GRAVEL GRASS TESC & PAVING LEGEND: o-o SO O S C R E E K W A T E R & S E W E R D I S T R I C T CO N T R A C T N O . 0 1 - 2 0 2 5 W CA S C A D E V I S T A P H A S E 1 AC M A I N R E P L A C E M E N T 27 BH C C o n s u l t a n t s , L L C 16 0 1 F i f t h A v e n u e , S u i t e 5 0 0 Se a t t l e , W a s h i n g t o n 9 8 1 0 1 20 6 . 5 0 5 . 3 4 0 0 20 6 . 5 0 5 . 3 4 0 6 ( f a x ) ww w . b h c c o n s u l t a n t s . c o m Pa t h : S : \ C a d \ S o o s C r e e k W & S D i s t r i c t \ 2 5 - 1 0 1 7 1 C a s c a d e V i s t a P h a s e 1 A C M a i n R e p l \ d F i l e n a m e : P 2 5 - 1 0 1 7 1 _ E C - 1 - 1 0 P l o t d a t e : D e c 1 6 , 2 0 2 5 - 0 3 : 2 1 : 3 5 p m C A D U s e r : a c ari a s o . X r e f F i l e n a m e : | X 2 5 - 1 0 1 7 1 _ T B | S c h m i d t | X 2 5 - 1 0 1 7 1 _S t a t u s | W i l s o n | X 2 5 - 1 0 1 7 1 _ E x T o p o | X 2 5 - 1 0 1 7 1 _ B n d y | X 2 5 - 1 0 1 7 1 _ A l i g n | X 2 5 - 1 0 1 7 1 _ S h e e t s | X 2 5 - 1 0 1 7 1 _ K e y M a p | X 2 5 - 1 0 1 7 1 _ P r o p W a t e r | X 2 5 - 1 0 1 7 1 _ T E S C - R L e g e nd | X 2 5 - 1 0 1 7 1 _ P r o p R e s t r | 39 4 0 6 R EGI STER E D STAT E OF WASHING TONHC RA RHC DIM P OTSI RE H K S T P PR O FESSIONAL ENGI N EER BB W AS C CP S 01 - 2 0 2 5 W 1 B W 1 2 / 2 0 2 5 I S S U E D F O R B I D 23 0 1 8 6 4 2 R EGIST E R E D STATE OF WASHING TON PR O FESSIONAL ENGIN EER BRIAN B E N JAMIN W I L SON NE-28-23-5 TE S C A N D R E S T O R A T I O N P L A N 12 EC-8 1" = 2 0 ' - 0 " 0 20 40 SCALE IN FEET B-5 MATCHLINE STA - SEE DWG 58+29 EC-3 MATCHLINE STA - SEE DWG 54+37 EC-9 NTSKEY MAP NOTES: 1. SEE DWG C-8 FOR WATER MAIN PLAN. 2. WHERE IMPACTED BY NEW PAVING, ADJUST EXISTING SS MANHOLE COVERS, NEW WATER VALVE BOXES, EXISTING UTILITY RISERS, MONUMENTS AND STRUCTURES TO FINAL GRADE PER CITY OF RENTON STANDARDS. EXACT SIZE, TYPE, LOCATION OR DEPTH. BURIED UTILITIES IN AREA CALL BEFORE YOU DIG EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE 1-800-424-5555 or 811 126TH PL SE SE 166TH ST CB PROTECTION, TYP 55+00 56+00 57+00 58+00 100+00101+00101+30 126TH AVE SE 128TH AVE SE SE 168TH ST 126TH PL SE SE 167TH PL 127TH AVE SE SE 165TH ST SE 164TH ST EC-3 EC-3 EC-4 EC-4 EC-5 EC-7 EC-10 EC-7 EC-9 EC-8 EC-6 EC-6 PROJECT LIMIT/PAVING LIMIT CB PROTECTION SILT FENCE WATTLES 2" DEPTH GRIND AND OVERLAY, HMA CL 1/2", PER CITY OF RENTON STANDARDS TRENCH PATCH CONCRETE SIDEWALK/DRIVEWAY REPAIR GRAVEL GRASS TESC & PAVING LEGEND: o-o SO O S C R E E K W A T E R & S E W E R D I S T R I C T CO N T R A C T N O . 0 1 - 2 0 2 5 W CA S C A D E V I S T A P H A S E 1 AC M A I N R E P L A C E M E N T 27 BH C C o n s u l t a n t s , L L C 16 0 1 F i f t h A v e n u e , S u i t e 5 0 0 Se a t t l e , W a s h i n g t o n 9 8 1 0 1 20 6 . 5 0 5 . 3 4 0 0 20 6 . 5 0 5 . 3 4 0 6 ( f a x ) ww w . b h c c o n s u l t a n t s . c o m Pa t h : S : \ C a d \ S o o s C r e e k W & S D i s t r i c t \ 2 5 - 1 0 1 7 1 C a s c a d e V i s t a P h a s e 1 A C M a i n R e p l \ d F i l e n a m e : P 2 5 - 1 0 1 7 1 _ E C - 1 - 1 0 P l o t d a t e : D e c 1 6 , 2 0 2 5 - 0 3 : 2 3 : 3 8 p m C A D U s e r : a c ari a s o . X r e f F i l e n a m e : | X 2 5 - 1 0 1 7 1 _ T B | S c h m i d t | X 2 5 - 1 0 1 7 1 _S t a t u s | W i l s o n | X 2 5 - 1 0 1 7 1 _ E x T o p o | X 2 5 - 1 0 1 7 1 _ B n d y | X 2 5 - 1 0 1 7 1 _ A l i g n | X 2 5 - 1 0 1 7 1 _ S h e e t s | X 2 5 - 1 0 1 7 1 _ K e y M a p | X 2 5 - 1 0 1 7 1 _ P r o p W a t e r | X 2 5 - 1 0 1 7 1 _ T E S C - R L e g e nd | X 2 5 - 1 0 1 7 1 _ P r o p R e s t r | 39 4 0 6 R EGI STER E D STAT E OF WASHING TONHC RA RHC DIM P OTSI RE H K S T P PR O FESSIONAL ENGI N EER BB W AS C CP S 01 - 2 0 2 5 W 1 B W 1 2 / 2 0 2 5 I S S U E D F O R B I D 23 0 1 8 6 4 2 R EGIST E R E D STATE OF WASHING TON PR O FESSIONAL ENGIN EER BRIAN B E N JAMIN W I L SON NE-28-23-5 TE S C A N D R E S T O R A T I O N P L A N 13 EC-9 1" = 2 0 ' - 0 " 0 20 40 SCALE IN FEET M ATCHLINE STA - SEE 54+37 D W G EC-8 B-5 NTSKEY MAP NOTES: 1. SEE DWG C-9 FOR WATER MAIN PLAN. 2. WHERE IMPACTED BY NEW PAVING, ADJUST EXISTING SS MANHOLE COVERS, NEW WATER VALVE BOXES, EXISTING UTILITY RISERS, MONUMENTS AND STRUCTURES TO FINAL GRADE PER CITY OF RENTON STANDARDS. EXACT SIZE, TYPE, LOCATION OR DEPTH. BURIED UTILITIES IN AREA CALL BEFORE YOU DIG EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE 1-800-424-5555 or 811 126TH PL SE SE 167TH ST 126TH AVE SE CB PROTECTION, TYP 50+00 51+00 5 2 +00 53+00 54+00 126TH AVE SE 128TH AVE SE SE 168TH ST 126TH PL SE SE 167TH PL 127TH AVE SE SE 165 TH ST SE 164TH ST EC-3 EC-3 EC-4 EC-4 EC-5 EC-7 EC-10 EC-7 EC-9 EC-8 EC-6 EC-6 PROJECT LIMIT/PAVING LIMIT CB PROTECTION SILT FENCE WATTLES 2" DEPTH GRIND AND OVERLAY, HMA CL 1/2", PER CITY OF RENTON STANDARDS TRENCH PATCH CONCRETE SIDEWALK/DRIVEWAY REPAIR GRAVEL GRASS TESC & PAVING LEGEND: o-o SO O S C R E E K W A T E R & S E W E R D I S T R I C T CO N T R A C T N O . 0 1 - 2 0 2 5 W CA S C A D E V I S T A P H A S E 1 AC M A I N R E P L A C E M E N T 27 BH C C o n s u l t a n t s , L L C 16 0 1 F i f t h A v e n u e , S u i t e 5 0 0 Se a t t l e , W a s h i n g t o n 9 8 1 0 1 20 6 . 5 0 5 . 3 4 0 0 20 6 . 5 0 5 . 3 4 0 6 ( f a x ) ww w . b h c c o n s u l t a n t s . c o m Pa t h : S : \ C a d \ S o o s C r e e k W & S D i s t r i c t \ 2 5 - 1 0 1 7 1 C a s c a d e V i s t a P h a s e 1 A C M a i n R e p l \ d F i l e n a m e : P 2 5 - 1 0 1 7 1 _ E C - 1 - 1 0 P l o t d a t e : D e c 1 6 , 2 0 2 5 - 0 3 : 2 5 : 5 7 p m C A D U s e r : a c ari a s o . X r e f F i l e n a m e : | X 2 5 - 1 0 1 7 1 _ T B | S c h m i d t | X 2 5 - 1 0 1 7 1 _S t a t u s | W i l s o n | X 2 5 - 1 0 1 7 1 _ E x T o p o | X 2 5 - 1 0 1 7 1 _ B n d y | X 2 5 - 1 0 1 7 1 _ A l i g n | X 2 5 - 1 0 1 7 1 _ S h e e t s | X 2 5 - 1 0 1 7 1 _ K e y M a p | X 2 5 - 1 0 1 7 1 _ P r o p W a t e r | X 2 5 - 1 0 1 7 1 _ T E S C - R L e g e nd | X 2 5 - 1 0 1 7 1 _ P r o p R e s t r | 39 4 0 6 R EGI STER E D STAT E OF WASHING TONHC RA RHC DIM P OTSI RE H K S T P PR O FESSIONAL ENGI N EER BB W AS C CP S 01 - 2 0 2 5 W 1 B W 1 2 / 2 0 2 5 I S S U E D F O R B I D 23 0 1 8 6 4 2 R EGIST E R E D STATE OF WASHING TON PR O FESSIONAL ENGIN EER BRIAN B E N JAMIN W I L SON NE-28-23-5 0 20 40 SCALE IN FEET TE S C A N D R E S T O R A T I O N P L A N 14 EC-10 1" = 2 0 ' - 0 " MA T C H L I N E S T A - S E E D W G 71 + 9 4 E C - 7 B-5 NTSKEY MAP NOTES: 1. SEE DWG C-10 FOR WATER MAIN PLAN. 2. WHERE IMPACTED BY NEW PAVING, ADJUST EXISTING SS MANHOLE COVERS, NEW WATER VALVE BOXES, EXISTING UTILITY RISERS, MONUMENTS AND STRUCTURES TO FINAL GRADE PER CITY OF RENTON STANDARDS. EXACT SIZE, TYPE, LOCATION OR DEPTH. BURIED UTILITIES IN AREA CALL BEFORE YOU DIG EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE 1-800-424-5555 or 811 127TH AVE SE SE 168TH ST CB PROTECTION, TYP 70+00 71+00 126TH AVE SE 128TH AVE SE SE 168TH ST 126TH PL SE SE 167TH PL 127TH AVE SE SE 165TH ST SE 164TH ST EC-3 EC-3 EC-4 EC-4 EC-5 EC-7 EC-10 EC-7 EC-9 EC-8 EC-6 EC-6 PROJECT LIMIT/PAVING LIMIT CB PROTECTION SILT FENCE WATTLES 2" DEPTH GRIND AND OVERLAY, HMA CL 1/2", PER CITY OF RENTON STANDARDS TRENCH PATCH CONCRETE SIDEWALK/DRIVEWAY REPAIR GRAVEL GRASS TESC & PAVING LEGEND: o-o TE S C S T A N D A R D D E T A I L S 15 EC-11 NT S BB W CP S SO O S C R E E K W A T E R & S E W E R D I S T R I C T CO N T R A C T N O . 0 1 - 2 0 2 5 W CA S C A D E V I S T A P H A S E 1 AC M A I N R E P L A C E M E N T 27 BH C C o n s u l t a n t s , L L C 16 0 1 F i f t h A v e n u e , S u i t e 5 0 0 Se a t t l e , W a s h i n g t o n 9 8 1 0 1 20 6 . 5 0 5 . 3 4 0 0 20 6 . 5 0 5 . 3 4 0 6 ( f a x ) ww w . b h c c o n s u l t a n t s . c o m Pa t h : S : \ C a d \ S o o s C r e e k W & S D i s t r i c t \ 2 5 - 1 0 1 7 1 C a s c a d e V i s t a P h a s e 1 A C M a i n R e p l \ d F i l e n a m e : P 2 5 - 1 0 1 7 1 _ E C - 1 1 P l o t d a t e : D e c 1 7 , 2 0 2 5 - 0 9 : 1 4 : 1 3 a m C A D U s e r : a c a r ia s o . X r e f F i l e n a m e : | X 2 5 - 1 0 1 7 1 _ T B | S c h m i d t | W i l s o n | X2 5 - 1 0 1 7 1 _ S t a t u s | 39 4 0 6 R EGI STER E D STAT E OF WASHING TONHC RA RHC DIM P OTSI RE H K S T P PR O F ESSIONAL ENG I N EER BB W AS C CP S 01 - 2 0 2 5 W 1 B W 1 2 / 2 0 2 5 I S S U E D F O R B I D 23 0 1 8 6 4 2 R EGIST E R E D STATE OF WASHING TON PR O F ESSIONAL ENGIN EER BRIAN B E N JAMIN W I L SON B-5 SO O S C R E E K W A T E R & S E W E R D I S T R I C T CO N T R A C T N O . 0 1 - 2 0 2 5 W CA S C A D E V I S T A P H A S E 1 AC M A I N R E P L A C E M E N T 27 BH C C o n s u l t a n t s , L L C 16 0 1 F i f t h A v e n u e , S u i t e 5 0 0 Se a t t l e , W a s h i n g t o n 9 8 1 0 1 20 6 . 5 0 5 . 3 4 0 0 20 6 . 5 0 5 . 3 4 0 6 ( f a x ) ww w . b h c c o n s u l t a n t s . c o m Pa t h : S : \ C a d \ S o o s C r e e k W & S D i s t r i c t \ 2 5 - 1 0 1 7 1 C a s c a d e V i s t a P h a s e 1 A C M a i n R e p l \ d F i l e n a m e : P 2 5 - 1 0 1 7 1 _ C - 1 - 1 0 P l o t d a t e : D e c 1 6 , 2 0 2 5 - 0 3 : 4 6 : 4 3 p m C A D U s e r : a c a ria s o . X r e f F i l e n a m e : | X 2 5 - 1 0 1 7 1 _ T B | S c h m i d t | X 2 5 - 1 0 1 7 1 _S t a t u s | W i l s o n | X 2 5 - 1 0 1 7 1 _ E x T o p o | X 2 5 - 1 0 1 7 1 _ B n d y | X 2 5 - 1 0 1 7 1 _ A l i g n | X 2 5 - 1 0 1 7 1 _ S h e e t s | X 2 5 - 1 0 1 7 1 _ K e y M a p | X 2 5 - 1 0 1 7 1 _ P r o p W a t e r | 39 4 0 6 R EGI STER E D STAT E OF WASHING TONHC RA RHC DIM P OTSI RE H K S T P PR O FESSIONAL ENG I N EER BB W AS C CP S 01 - 2 0 2 5 W 1 B W 1 2 / 2 0 2 5 I S S U E D F O R B I D 23 0 1 8 6 4 2 R EGIST E R E D STATE OF WASHING TON PR O FESSIONAL ENGIN EER BRIAN B E N JAMIN W I L SON NE-28-23-5 NOTES: 1. SEE DWG EC-1 FOR TESC PLAN. STORM DRAIN CROSSING INFORMATION SD CROSSING # SD SIZE/ TYPE SD PIPE IE TOP OF WM VERT SEP * 8" CONC 417.7 416.7 1.0' 12" CMP 407.2 406.2 1.0' 12" CMP 404.4 403.4 1.0' *VERTICAL SEPARATION IS MEASURED FROM THE PIPE OUTER WALL 1 2 3 0 20 40 SCALE IN FEET MA T C H L I N E S T A - S E E 21 + 0 0 BE L O W NTSKEY MAP WA T E R M A I N P L A N S 16 C-1 1" = 2 0 ' - 0 " 0 20 40 SCALE IN FEET MATCHLINE STA - SEE21+00 ABOVE MA T C H L I N E S T A - S E E D W G 14 + 3 2 C - 2 ALL MECHANICAL JOINT (MJ) FITTINGS SHALL BE RESTRAINED WITH MEGALUGS OR APPROVED EQUAL, OR AT THE DISCRETION OF THE DISTRICT FIELD REPRESENTATIVE. NOTE: EXACT SIZE, TYPE, LOCATION OR DEPTH. BURIED UTILITIES IN AREA CALL BEFORE YOU DIG EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE 1-800-424-5555 or 811 B-5 PLAN NOTES INSTALL 5-1/4" MVO FH ASSY, PER DETAIL W-5/C-11. NEAR SIDE WATER SERVICE AND NEW METER BOX WITH EXISTING METER*. FAR SIDE WATER SERVICE AND NEW METER BOX WITH EXISTING METER*. REMOVE EXISTING FH ASSY, VALVE BOX AND ASSOCIATED BOLLARDS AFTER NEW WATER MAIN IS IN SERVICE. SALVAGE OR DISPOSE EXISTING FH ASSY AT OWNER'S DISCRETION. REMOVE EXISTING HYDRANT RISER AND SHOE. ABANDON EXISTING AC WM IN PLACE BY COMPLETELY FILLING WITH CDF PER DISTRICT REQUIREMENTS. REMOVE EXISTING VALVE BOX, BACKFILL AS REQUIRED OR CDF, RESTORE PER COR STANDARDS. REMOVE EXISTING BO ASSEMBLY PER DISTRICT REQUIREMENTS. MAINTAIN 3-FEET MIN SEPARATION, OUTSIDE TO OUTSIDE OF PIPE, BETWEEN EXISTING SD AND NEW WATER MAIN. MAINTAIN 5-FEET MIN SEPARATION, OUTSIDE TO OUTSIDE OF PIPE, BETWEEN EXISTING SS AND NEW WATER MAIN. RELOCATE WATER METER AND CUSTOMER SIDE SERVICE LINE. COORDINATE WITH OWNER FOR NEW LOCATION. 4" STANDARD BO ASSY, IN PAVING, PER SCWSD STD DETAIL W-10A/C-11. INSTALL 5-1/4" MVO FH ASSY PER W-5/C-11. INSTALL USING 8"x6" TEE, FL x FL, WITH 8" ADAPTER, FL x MJ, AND 8"x4" REDUCER, FL x FL. CROSSING UNDER EXISTING AC WATER. BRIDGE AND PROTECT AC MAIN DURING WATER MAIN INSTALLATION AND BACKFILL WITH CDF PER SPECIFICATIONS. DEFLECT NEW WATER MAIN UNDER EXISTING STORM DRAIN PIPE. * REPLACE EXISTING WATER SERVICE AND METER BOX. INSTALL NEW 1-INCH WATER SERVICE WITH RAVEN HDPE METER BOX AND RAVEN HDPE LID WITH SOOS CREEK LOGO AND RECONNECT NEW SERVICE TO EXISTING CUSTOMER SERVICE LINE PER SCWSD STANDARD WATER DETAILS. NOTE: ALL PLAN NOTES MAY NOT BE APPLICABLE TO ALL SHEETS. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 CONNECT TO EX 8" PVC W/ 1 - 8" GATE VALVE, MJ x MJ 1 - 8" DI SPOOL, LENGTH AS REQ'D 1 - 8" COUPLING, DI x PVC CONTRACTOR TO POTHOLE EX GAS TRANSMISSION MAINS AND CONFIRM LOCATIONS AND DEPTHS PRIOR TO STARTING WORK IN THIS AREA, INFORMATION SHALL BE SENT TO THE ENGINEER, ENGINEER TO REVIEW AND APPROVE WATER MAIN INSTALLATION PRIOR TO CONTRACTOR STARTING WATER MAIN INSTALLATION WORK IN THIS AREA 21+022+0023+0023+48 SE 160TH PL 7 11 4 5 1 - 4" 45° BEND, MJ x MJ W/ THRUST BLOCK PROTECT EX MONUMENT IN CASE 3 2 3 3 2 12 3 1 - 8" x 4" REDUCER, FL x FL 1 - 4" GATE VALVE, FL x MJ W/ THRUST BLOCK 4 7 L F - 4" DI W 158 LF - 4" DI W 114 18+00 15+00 16+00 17+00 20 + 0 0 21 131ST PL SE SE 160TH PL 1 - 8" DI TEE, FL x FL 3 - 8" GATE VALVES, FL x MJ W/ THRUST BLOCK 13 1 - 8" 45° BEND, MJ x MJ W/ THRUST BLOCK 1 - 8" 45° BEND, MJ x MJ W/ THRUST BLOCK PROTECT EX MONUMENT IN CASE 5 656 2 3 2 3 3 106 LF - 8" W DI 20 LF 8" DI W 66 LF - 8" W DI 248 LF - 8" DI W 148 LF - 8" DI W INSTALL FIELD-LOK GASKETS BETWEEN GATE VALVE AND 45° BEND 3 2 14 14 SE 160TH PL C-1 SE 161TH ST 131ST PL SE C-1 C-2 SE 159TH PL SO O S C R E E K W A T E R & S E W E R D I S T R I C T CO N T R A C T N O . 0 1 - 2 0 2 5 W CA S C A D E V I S T A P H A S E 1 AC M A I N R E P L A C E M E N T 27 BH C C o n s u l t a n t s , L L C 16 0 1 F i f t h A v e n u e , S u i t e 5 0 0 Se a t t l e , W a s h i n g t o n 9 8 1 0 1 20 6 . 5 0 5 . 3 4 0 0 20 6 . 5 0 5 . 3 4 0 6 ( f a x ) ww w . b h c c o n s u l t a n t s . c o m Pa t h : S : \ C a d \ S o o s C r e e k W & S D i s t r i c t \ 2 5 - 1 0 1 7 1 C a s c a d e V i s t a P h a s e 1 A C M a i n R e p l \ d F i l e n a m e : P 2 5 - 1 0 1 7 1 _ C - 1 - 1 0 P l o t d a t e : D e c 1 6 , 2 0 2 5 - 0 3 : 5 2 : 2 5 p m C A D U s e r : a c a ria s o . X r e f F i l e n a m e : | X 2 5 - 1 0 1 7 1 _ T B | S c h m i d t | X 2 5 - 1 0 1 7 1 _S t a t u s | W i l s o n | X 2 5 - 1 0 1 7 1 _ E x T o p o | X 2 5 - 1 0 1 7 1 _ B n d y | X 2 5 - 1 0 1 7 1 _ A l i g n | X 2 5 - 1 0 1 7 1 _ S h e e t s | X 2 5 - 1 0 1 7 1 _ K e y M a p | X 2 5 - 1 0 1 7 1 _ P r o p W a t e r | 39 4 0 6 R EGI STER E D STAT E OF WASHING TONHC RA RHC DIM P OTSI RE H K S T P PR O F ESSIONAL ENG I N EER BB W AS C CP S 01 - 2 0 2 5 W 1 B W 1 2 / 2 0 2 5 I S S U E D F O R B I D 23 0 1 8 6 4 2 R EGIST E R E D STATE OF WASHING TON PR O F ESSIONAL ENGIN EER BRIAN B E N JAMIN W I L SON NE-28-23-5 0 20 40 SCALE IN FEET WA T E R M A I N P L A N 17 C-2 1" = 2 0 ' - 0 " MATCHLINE STA - SEE DWG 14+32 C-1 B-5 NTSKEY MAP NOTES: 1. SEE DWG EC-1 FOR TESC PLAN. STORM DRAIN CROSSING INFORMATION SD CROSSING # SD SIZE/ TYPE SD PIPE IE TOP OF WM VERT SEP * 12" CMP 407.5 406.5 1.0' *VERTICAL SEPARATION IS MEASURED FROM THE PIPE OUTER WALL 4 EXACT SIZE, TYPE, LOCATION OR DEPTH. BURIED UTILITIES IN AREA CALL BEFORE YOU DIG EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE 1-800-424-5555 or 811 PLAN NOTES INSTALL 5-1/4" MVO FH ASSY, PER DETAIL W-5/C-11. NEAR SIDE WATER SERVICE AND NEW METER BOX WITH EXISTING METER*. FAR SIDE WATER SERVICE AND NEW METER BOX WITH EXISTING METER*. REMOVE EXISTING FH ASSY, VALVE BOX AND ASSOCIATED BOLLARDS AFTER NEW WATER MAIN IS IN SERVICE. SALVAGE OR DISPOSE EXISTING FH ASSY AT OWNER'S DISCRETION. REMOVE EXISTING HYDRANT RISER AND SHOE. ABANDON EXISTING AC WM IN PLACE BY COMPLETELY FILLING WITH CDF PER DISTRICT REQUIREMENTS. REMOVE EXISTING VALVE BOX, BACKFILL AS REQUIRED OR CDF, RESTORE PER COR STANDARDS. REMOVE EXISTING BO ASSEMBLY PER DISTRICT REQUIREMENTS. MAINTAIN 3-FEET MIN SEPARATION, OUTSIDE TO OUTSIDE OF PIPE, BETWEEN EXISTING SD AND NEW WATER MAIN. MAINTAIN 5-FEET MIN SEPARATION, OUTSIDE TO OUTSIDE OF PIPE, BETWEEN EXISTING SS AND NEW WATER MAIN. RELOCATE WATER METER AND CUSTOMER SIDE SERVICE LINE. COORDINATE WITH OWNER FOR NEW LOCATION. 4" STANDARD BO ASSY, IN PAVING, PER SCWSD STD DETAIL W-10A/C-11. INSTALL 5-1/4" MVO FH ASSY PER W-5/C-11. INSTALL USING 8"x6" TEE, FL x FL, WITH 8" ADAPTER, FL x MJ, AND 8"x4" REDUCER, FL x MJ. CROSSING UNDER EXISTING AC WATER. BRIDGE AND PROTECT AC MAIN DURING WATER MAIN INSTALLATION AND BACKFILL WITH CDF PER SPECIFICATIONS. DEFLECT NEW WATER MAIN UNDER EXISTING STORM DRAIN PIPE. * REPLACE EXISTING WATER SERVICE AND METER BOX. INSTALL NEW 1-INCH WATER SERVICE WITH RAVEN HDPE METER BOX AND RAVEN HDPE LID WITH SOOS CREEK LOGO AND RECONNECT NEW SERVICE TO EXISTING CUSTOMER SERVICE LINE PER SCWSD STANDARD WATER DETAILS. NOTE: ALL PLAN NOTES MAY NOT BE APPLICABLE TO ALL SHEETS. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 ALL MECHANICAL JOINT (MJ) FITTINGS SHALL BE RESTRAINED WITH MEGALUGS OR APPROVED EQUAL, OR AT THE DISCRETION OF THE DISTRICT FIELD REPRESENTATIVE. NOTE: ∆ 1 1 + 0 0 12+00 13+00 14+00 30+0031+0031+91 131ST PL SE SE 161ST ST 11 1 - 4" 45° BEND, MJ x MJ W/ THRUST BLOCK 7 PROTECT EX MONUMENT IN CASE 5 13 6 5 1 - 8" x 4" DI TEE, FL x FL 2 - 8" GATE VALVES, FL x MJ 1 - 4" GATE VALVE, FL x MJ W/ THRUST BLOCK PROTECT EX MONUMENT IN CASE 4 PROTECT EX MONUMENT IN CASE 1 - 8" 90° BEND, MJ x MJ W/ THRUST BLOCK PROTECT EX MONUMENT IN CASE PROTECT EX MONUMENT IN CASE 1 - 8" 22.5° BEND, MJ x MJ W/ THRUST BLOCK 6 13 CONNECT TO EX 8" AC W/ 1 - 8" 22.5° BEND, MJ x MJ 1 - 8" DI SPOOL, LENGTH AS REQ'D 1 - 8" DI COUPLING, DI x AC W/ THRUST BLOCK 3 3 2 1 3 3 2 2 3 2 3 6 5 L F - 8 " D I W 15 LF - 8" W 1 - 8" GATE VALVE, MJ x MJ 4 3 L F - 4" DI W 152 LF - 4" DI W 5 0 L F 8 " D I W 179 LF - 8" DI W 248 LF - 8" W DI 4 14 19 LF - 8" W DI SE 160TH PL C-1 SE 161TH ST 131ST PL SE C-1 C-2 SE 159TH PL SO O S C R E E K W A T E R & S E W E R D I S T R I C T CO N T R A C T N O . 0 1 - 2 0 2 5 W CA S C A D E V I S T A P H A S E 1 AC M A I N R E P L A C E M E N T 27 BH C C o n s u l t a n t s , L L C 16 0 1 F i f t h A v e n u e , S u i t e 5 0 0 Se a t t l e , W a s h i n g t o n 9 8 1 0 1 20 6 . 5 0 5 . 3 4 0 0 20 6 . 5 0 5 . 3 4 0 6 ( f a x ) ww w . b h c c o n s u l t a n t s . c o m Pa t h : S : \ C a d \ S o o s C r e e k W & S D i s t r i c t \ 2 5 - 1 0 1 7 1 C a s c a d e V i s t a P h a s e 1 A C M a i n R e p l \ d F i l e n a m e : P 2 5 - 1 0 1 7 1 _ C - 1 - 1 0 P l o t d a t e : D e c 1 6 , 2 0 2 5 - 0 3 : 5 5 : 2 8 p m C A D U s e r : a c a ria s o . X r e f F i l e n a m e : | X 2 5 - 1 0 1 7 1 _ T B | S c h m i d t | X 2 5 - 1 0 1 7 1 _S t a t u s | W i l s o n | X 2 5 - 1 0 1 7 1 _ E x T o p o | X 2 5 - 1 0 1 7 1 _ B n d y | X 2 5 - 1 0 1 7 1 _ A l i g n | X 2 5 - 1 0 1 7 1 _ S h e e t s | X 2 5 - 1 0 1 7 1 _ K e y M a p | X 2 5 - 1 0 1 7 1 _ P r o p W a t e r | 39 4 0 6 R EGI STER E D STAT E OF WASHING TONHC RA RHC DIM P OTSI RE H K S T P PR O FESSIONAL ENG I N EER BB W AS C CP S 01 - 2 0 2 5 W 1 B W 1 2 / 2 0 2 5 I S S U E D F O R B I D 23 0 1 8 6 4 2 R EGIST E R E D STATE OF WASHING TON PR O FESSIONAL ENGIN EER BRIAN B E N JAMIN W I L SON NE-28-23-5 0 20 40 SCALE IN FEET MA T C H L I N E S T A - S E E 44 + 0 6 BE L O W WA T E R M A I N P L A N S 18 C-3 1" = 2 0 ' - 0 " MATCHLINE STA - SEE DWG 90+49 C-4 M A T C H L I N E S T A - S E E 4 4 + 0 6 A B O V E MATCHLINE STA - SEE D W G 47+95 C-4 0 20 40 SCALE IN FEET MATCHLINE STA - SEE58+29 DWG C-8 B-5 NTSKEY MAP NOTES: 1. SEE DWG EC-1 FOR TESC PLAN. STORM DRAIN CROSSING INFORMATION SD CROSSING # SD SIZE/ TYPE SD PIPE IE TOP OF WM VERT SEP * 8" CONC 385.7 384.7 1.0' 12" DI 383.5 382.5 1.0' 12" CONC 387.7 386.7 1.0' *VERTICAL SEPARATION IS MEASURED FROM THE PIPE OUTER WALL 5 6 7 ALL MECHANICAL JOINT (MJ) FITTINGS SHALL BE RESTRAINED WITH MEGALUGS OR APPROVED EQUAL, OR AT THE DISCRETION OF THE DISTRICT FIELD REPRESENTATIVE. NOTE: EXACT SIZE, TYPE, LOCATION OR DEPTH. BURIED UTILITIES IN AREA CALL BEFORE YOU DIG EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE 1-800-424-5555 or 811 PLAN NOTES INSTALL 5-1/4" MVO FH ASSY, PER DETAIL W-5/C-11. NEAR SIDE WATER SERVICE AND NEW METER BOX WITH EXISTING METER*. FAR SIDE WATER SERVICE AND NEW METER BOX WITH EXISTING METER*. REMOVE EXISTING FH ASSY, VALVE BOX AND ASSOCIATED BOLLARDS AFTER NEW WATER MAIN IS IN SERVICE. SALVAGE OR DISPOSE EXISTING FH ASSY AT OWNER'S DISCRETION. REMOVE EXISTING HYDRANT RISER AND SHOE. ABANDON EXISTING AC WM IN PLACE BY COMPLETELY FILLING WITH CDF PER DISTRICT REQUIREMENTS. REMOVE EXISTING VALVE BOX, BACKFILL AS REQUIRED OR CDF, RESTORE PER COR STANDARDS. REMOVE EXISTING BO ASSEMBLY PER DISTRICT REQUIREMENTS. MAINTAIN 3-FEET MIN SEPARATION, OUTSIDE TO OUTSIDE OF PIPE, BETWEEN EXISTING SD AND NEW WATER MAIN. MAINTAIN 5-FEET MIN SEPARATION, OUTSIDE TO OUTSIDE OF PIPE, BETWEEN EXISTING SS AND NEW WATER MAIN. RELOCATE WATER METER AND CUSTOMER SIDE SERVICE LINE. COORDINATE WITH OWNER FOR NEW LOCATION. 4" STANDARD BO ASSY, IN PAVING, PER SCWSD STD DETAIL W-10A/C-11. INSTALL 5-1/4" MVO FH ASSY PER W-5/C-11. INSTALL USING 8"x6" TEE, FL x FL, WITH 8" ADAPTER, FL x MJ, AND 8"x4" REDUCER, FL x MJ. CROSSING UNDER EXISTING AC WATER. BRIDGE AND PROTECT AC MAIN DURING WATER MAIN INSTALLATION AND BACKFILL WITH CDF PER SPECIFICATIONS. DEFLECT NEW WATER MAIN UNDER EXISTING STORM DRAIN PIPE. * REPLACE EXISTING WATER SERVICE AND METER BOX. INSTALL NEW 1-INCH WATER SERVICE WITH RAVEN HDPE METER BOX AND RAVEN HDPE LID WITH SOOS CREEK LOGO AND RECONNECT NEW SERVICE TO EXISTING CUSTOMER SERVICE LINE PER SCWSD STANDARD WATER DETAILS. NOTE: ALL PLAN NOTES MAY NOT BE APPLICABLE TO ALL SHEETS. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 40+00 41+00 42+00 43+00 44+00 126TH AVE SE SE 165TH ST 1 - 8" 22.5° BEND, MJ x MJ W/ THRUST BLOCK 5 CUT IN AND CONNECT TO EX 8" AC W/ 1 - 8" DI CROSS, FL x FL 3 - 8" GATE VALVES, FL x MJ 1 - 8" BLIND FLANGE 2 - 8" DI SPOOLS, PE x PE, LENGTH AS REQ'D 2 - 8" COUPLINGS, DI x AC W/ THRUST BLOCK PROTECT EX MONUMENT IN CASE PROTECT EX MONUMENT IN CASE PROTECT EX MONUMENT IN CASE 46 PROTECT EX MONUMENT IN CASE 1 3 2 3 2 43 LF - 8" DI W 315 LF - 8" DI W 5 42 LF - 8" DI W INSTALL BLIND FLANGE ON EX TEE 4 4 +0 0 45+00 46+00 47+00 48+00 59+00 59+65 90+00 SE 165TH ST 126TH PL SE 126TH PL SE 1 - 8" 22.5° BEND, MJ x MJ W/ THRUST BLOCK 56 4 6 13 1 - 8" x 4" DI TEE, FL x FL 2 - 8" GATE VALVES, FL x MJ 1 - 4" GATE VALVE, FL x MJ W/ THRUST BLOCK 13 PROTECT EX MONUMENT IN CASE 1 - 8" DI TEE, FL x FL 3 - 8" GATE VALVES, FL x MJ 1 - 8" SPOOL, LENGTH AS REQ'D W/ THRUST BLOCK 5 5 1 - 8" 11.25° BEND, MJ x MJ W/ THRUST BLOCK 1 - 8" 11.25° BEND, MJ x MJ W/ THRUST BLOCK PROTECT EX MONUMENT IN CASE P R O T E C T E X M O N U M E N T I N C A S E 1 - 8" 11.25° BEND, MJ x MJ W/ THRUST BLOCK 3 1 2 3 106 LF - 8" DI W 81 LF - 8" DI W 40 LF - 8" DI W 206 LF - 8" DI W 350 LF - 8" DI W 23 LF8" DI W 15 LF - 8" DI W6 7 14 14 C-3 C-3 C-4 C-4 C-5 C-7 C-10 C-7 C-9 C-8 C-6 126TH AVE SE 128TH AVE SE SE 168TH ST 126TH PL SE SE 167TH PL 127TH AVE SE SE 165TH ST SE 164TH ST C-6 SO O S C R E E K W A T E R & S E W E R D I S T R I C T CO N T R A C T N O . 0 1 - 2 0 2 5 W CA S C A D E V I S T A P H A S E 1 AC M A I N R E P L A C E M E N T 27 BH C C o n s u l t a n t s , L L C 16 0 1 F i f t h A v e n u e , S u i t e 5 0 0 Se a t t l e , W a s h i n g t o n 9 8 1 0 1 20 6 . 5 0 5 . 3 4 0 0 20 6 . 5 0 5 . 3 4 0 6 ( f a x ) ww w . b h c c o n s u l t a n t s . c o m Pa t h : S : \ C a d \ S o o s C r e e k W & S D i s t r i c t \ 2 5 - 1 0 1 7 1 C a s c a d e V i s t a P h a s e 1 A C M a i n R e p l \ d F i l e n a m e : P 2 5 - 1 0 1 7 1 _ C - 1 - 1 0 P l o t d a t e : D e c 1 6 , 2 0 2 5 - 0 3 : 5 8 : 1 3 p m C A D U s e r : a c a ria s o . X r e f F i l e n a m e : | X 2 5 - 1 0 1 7 1 _ T B | S c h m i d t | X 2 5 - 1 0 1 7 1 _S t a t u s | W i l s o n | X 2 5 - 1 0 1 7 1 _ E x T o p o | X 2 5 - 1 0 1 7 1 _ B n d y | X 2 5 - 1 0 1 7 1 _ A l i g n | X 2 5 - 1 0 1 7 1 _ S h e e t s | X 2 5 - 1 0 1 7 1 _ K e y M a p | X 2 5 - 1 0 1 7 1 _ P r o p W a t e r | 39 4 0 6 R EGI STER E D STAT E OF WASHING TONHC RA RHC DIM P OTSI RE H K S T P PR O FESSIONAL ENG I N EER BB W AS C CP S 01 - 2 0 2 5 W 1 B W 1 2 / 2 0 2 5 I S S U E D F O R B I D 23 0 1 8 6 4 2 R EGIST E R E D STATE OF WASHING TON PR O FESSIONAL ENGIN EER BRIAN B E N JAMIN W I L SON NE-28-23-5 0 20 40 SCALE IN FEET 19 WA T E R M A I N P L A N S 19 C-4 1" = 2 0 ' - 0 " M A T C H L I N E S T A - S E E D W G 8 0 + 4 4 C - 6 M A T C H L I N E S T A - S E E D W G 4 7 +9 5 C -3 MATCHLINE STA - SEE DWG 90+49 C-3 0 20 40 SCALE IN FEET B-5 NOTES: 1. SEE DWG EC-1 FOR TESC PLAN. STORM DRAIN CROSSING INFORMATION SD CROSSING # SD SIZE/ TYPE SD PIPE IE TOP OF WM VERT SEP * 12" CONC 387.8 390.1 1.0' 12" CONC 403.7 402.7 1.0' *VERTICAL SEPARATION IS MEASURED FROM THE PIPE OUTER WALL 8 9 ALL MECHANICAL JOINT (MJ) FITTINGS SHALL BE RESTRAINED WITH MEGALUGS OR APPROVED EQUAL, OR AT THE DISCRETION OF THE DISTRICT FIELD REPRESENTATIVE. NOTE: EXACT SIZE, TYPE, LOCATION OR DEPTH. BURIED UTILITIES IN AREA CALL BEFORE YOU DIG EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE 1-800-424-5555 or 811 NTSKEY MAP 1 - 8" DI TEE, FL x FL 3 - 8" GATE VALVES, FL x MJ W/ THRUST BLOCK 1 - DETAIL 1 - 8" 90° BEND, MJ x MJ W/ THRUST BLOCK PLAN NOTES INSTALL 5-1/4" MVO FH ASSY, PER DETAIL W-5/C-11. NEAR SIDE WATER SERVICE AND NEW METER BOX WITH EXISTING METER*. FAR SIDE WATER SERVICE AND NEW METER BOX WITH EXISTING METER*. REMOVE EXISTING FH ASSY, VALVE BOX AND ASSOCIATED BOLLARDS AFTER NEW WATER MAIN IS IN SERVICE. SALVAGE OR DISPOSE EXISTING FH ASSY AT OWNER'S DISCRETION. REMOVE EXISTING HYDRANT RISER AND SHOE. ABANDON EXISTING AC WM IN PLACE BY COMPLETELY FILLING WITH CDF PER DISTRICT REQUIREMENTS. REMOVE EXISTING VALVE BOX, BACKFILL AS REQUIRED OR CDF, RESTORE PER COR STANDARDS. REMOVE EXISTING BO ASSEMBLY PER DISTRICT REQUIREMENTS. MAINTAIN 3-FEET MIN SEPARATION, OUTSIDE TO OUTSIDE OF PIPE, BETWEEN EXISTING SD AND NEW WATER MAIN. MAINTAIN 5-FEET MIN SEPARATION, OUTSIDE TO OUTSIDE OF PIPE, BETWEEN EXISTING SS AND NEW WATER MAIN. RELOCATE WATER METER AND CUSTOMER SIDE SERVICE LINE. COORDINATE WITH OWNER FOR NEW LOCATION. 4" STANDARD BO ASSY, IN PAVING, PER SCWSD STD DETAIL W-10A/C-11. INSTALL 5-1/4" MVO FH ASSY PER W-5/C-11. INSTALL USING 8"x6" TEE, FL x FL, WITH 8" ADAPTER, FL x MJ, AND 8"x4" REDUCER, FL x MJ. CROSSING UNDER EXISTING AC WATER. BRIDGE AND PROTECT AC MAIN DURING WATER MAIN INSTALLATION AND BACKFILL WITH CDF PER SPECIFICATIONS. DEFLECT NEW WATER MAIN UNDER EXISTING STORM DRAIN PIPE. * REPLACE EXISTING WATER SERVICE AND METER BOX. INSTALL NEW 1-INCH WATER SERVICE WITH RAVEN HDPE METER BOX AND RAVEN HDPE LID WITH SOOS CREEK LOGO AND RECONNECT NEW SERVICE TO EXISTING CUSTOMER SERVICE LINE PER SCWSD STANDARD WATER DETAILS. NOTE: ALL PLAN NOTES MAY NOT BE APPLICABLE TO ALL SHEETS. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 4 8 + 0 0 4 8 + 8 6 8 1 +0 0 82+00 83+00 83+97 S E 1 6 5 T H S T SE 166TH ST 1 2 7 T H A V E S E 128TH AVE SE 5 CUT IN AND CONNECT TO EX 12" AC W/ 1 - 12" x 8" DI CROSS, FL x FL 2 - 12" GATE VALVES, FL x MJ 1 - 8" GATE VALVE, FL x MJ 1 - 8" BLIND FLANGE 2 - 12" DI SPOOLS, PE x PE, LENGTH AS REQ'D 2 - 12" COUPLINGS, DI x AC W/ THRUST BLOCK PROTECT EX MONUMENT IN CASE 4 6 PROTECT EX MONUMENT IN CASE 13 PROTECT EX MONUMENT IN CASE 5 6 PER DETAIL 1/- PROTECT EX MONUMENT IN CASE 3 1 - 8" 11.25° BEND, MJ x MJ W/ THRUST BLOCK 3 2 1 5 5 6 L F - 8 " DI W 157 LF - 8" DI W 46 LF - 8" DI W 9 7 L F - 8" DI W 9 INSTALL BLIND FLANGE ON EX TEE 14 91 + 0 0 91 + 3 2 126TH PL SE 7 PROTECT EX MONUMENT IN CASE 5 11 2 3 2 127 LF 4" DI W8 C-3 C-3 C-4 C-4 C-5 C-7 C-10 C-7 C-9 C-8 C-6 126TH AVE SE 128TH AVE SE SE 168TH ST 126TH PL SE SE 167TH PL 127TH AVE SE SE 165 TH ST SE 164TH ST C-6 SO O S C R E E K W A T E R & S E W E R D I S T R I C T CO N T R A C T N O . 0 1 - 2 0 2 5 W CA S C A D E V I S T A P H A S E 1 AC M A I N R E P L A C E M E N T 27 BH C C o n s u l t a n t s , L L C 16 0 1 F i f t h A v e n u e , S u i t e 5 0 0 Se a t t l e , W a s h i n g t o n 9 8 1 0 1 20 6 . 5 0 5 . 3 4 0 0 20 6 . 5 0 5 . 3 4 0 6 ( f a x ) ww w . b h c c o n s u l t a n t s . c o m Pa t h : S : \ C a d \ S o o s C r e e k W & S D i s t r i c t \ 2 5 - 1 0 1 7 1 C a s c a d e V i s t a P h a s e 1 A C M a i n R e p l \ d F i l e n a m e : P 2 5 - 1 0 1 7 1 _ C - 1 - 1 0 P l o t d a t e : D e c 1 6 , 2 0 2 5 - 0 4 : 0 1 : 0 2 p m C A D U s e r : a c a ria s o . X r e f F i l e n a m e : | X 2 5 - 1 0 1 7 1 _ T B | S c h m i d t | X 2 5 - 1 0 1 7 1 _S t a t u s | W i l s o n | X 2 5 - 1 0 1 7 1 _ E x T o p o | X 2 5 - 1 0 1 7 1 _ B n d y | X 2 5 - 1 0 1 7 1 _ A l i g n | X 2 5 - 1 0 1 7 1 _ S h e e t s | X 2 5 - 1 0 1 7 1 _ K e y M a p | X 2 5 - 1 0 1 7 1 _ P r o p W a t e r | 39 4 0 6 R EGI STER E D STAT E OF WASHING TONHC RA RHC DIM P OTSI RE H K S T P PR O FESSIONAL ENG I N EER BB W AS C CP S 01 - 2 0 2 5 W 1 B W 1 2 / 2 0 2 5 I S S U E D F O R B I D 23 0 1 8 6 4 2 R EGIST E R E D STATE OF WASHING TON PR O FESSIONAL ENGIN EER BRIAN B E N JAMIN W I L SON NE-28-23-5 0 20 40 SCALE IN FEET WA T E R M A I N P L A N 20 C-5 1" = 2 0 ' - 0 " B-5 NOTES: 1. SEE DWG EC-1 FOR TESC PLAN. STORM DRAIN CROSSING INFORMATION SD CROSSING # SD SIZE/ TYPE SD PIPE IE TOP OF WM VERT SEP * 12" CONC 416.4 415.4 1.0' *VERTICAL SEPARATION IS MEASURED FROM THE PIPE OUTER WALL 10 ALL MECHANICAL JOINT (MJ) FITTINGS SHALL BE RESTRAINED WITH MEGALUGS OR APPROVED EQUAL, OR AT THE DISCRETION OF THE DISTRICT FIELD REPRESENTATIVE. NOTE: EXACT SIZE, TYPE, LOCATION OR DEPTH. BURIED UTILITIES IN AREA CALL BEFORE YOU DIG EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE 1-800-424-5555 or 811 NTSKEY MAP PLAN NOTES INSTALL 5-1/4" MVO FH ASSY, PER DETAIL W-5/C-11. NEAR SIDE WATER SERVICE AND NEW METER BOX WITH EXISTING METER*. FAR SIDE WATER SERVICE AND NEW METER BOX WITH EXISTING METER*. REMOVE EXISTING FH ASSY, VALVE BOX AND ASSOCIATED BOLLARDS AFTER NEW WATER MAIN IS IN SERVICE. SALVAGE OR DISPOSE EXISTING FH ASSY AT OWNER'S DISCRETION. REMOVE EXISTING HYDRANT RISER AND SHOE. ABANDON EXISTING AC WM IN PLACE BY COMPLETELY FILLING WITH CDF PER DISTRICT REQUIREMENTS. REMOVE EXISTING VALVE BOX, BACKFILL AS REQUIRED OR CDF, RESTORE PER COR STANDARDS. REMOVE EXISTING BO ASSEMBLY PER DISTRICT REQUIREMENTS. MAINTAIN 3-FEET MIN SEPARATION, OUTSIDE TO OUTSIDE OF PIPE, BETWEEN EXISTING SD AND NEW WATER MAIN. MAINTAIN 5-FEET MIN SEPARATION, OUTSIDE TO OUTSIDE OF PIPE, BETWEEN EXISTING SS AND NEW WATER MAIN. RELOCATE WATER METER AND CUSTOMER SIDE SERVICE LINE. COORDINATE WITH OWNER FOR NEW LOCATION. 4" STANDARD BO ASSY, IN PAVING, PER SCWSD STD DETAIL W-10A/C-11. INSTALL 5-1/4" MVO FH ASSY PER W-5/C-11. INSTALL USING 8"x6" TEE, FL x FL, WITH 8" ADAPTER, FL x MJ, AND 8"x4" REDUCER, FL x MJ. CROSSING UNDER EXISTING AC WATER. BRIDGE AND PROTECT AC MAIN DURING WATER MAIN INSTALLATION AND BACKFILL WITH CDF PER SPECIFICATIONS. DEFLECT NEW WATER MAIN UNDER EXISTING STORM DRAIN PIPE. * REPLACE EXISTING WATER SERVICE AND METER BOX. INSTALL NEW 1-INCH WATER SERVICE WITH RAVEN HDPE METER BOX AND RAVEN HDPE LID WITH SOOS CREEK LOGO AND RECONNECT NEW SERVICE TO EXISTING CUSTOMER SERVICE LINE PER SCWSD STANDARD WATER DETAILS. NOTE: ALL PLAN NOTES MAY NOT BE APPLICABLE TO ALL SHEETS. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 110+00111+00 1 1 2 +0 0 113+00 113+79 128TH AVE SE S E 1 6 7 T H S T 5 CUT-IN AND CONNECT TO EX 12" AC W/ 1 - 12" x 8" DI CROSS, FL x FL 2 - 12" GATE VALVE, FL x MJ 1 - 8" GATE VALVE, FL x MJ 1 - 8" BLIND FLANGE 2 - 12" DI SPOOLS, PE x PE, LENGTH AS REQ'D 2 - 12" COUPLINGS, DI x AC W/ THRUST BLOCK 6 1 - 8" 11.25° BEND, MJ x MJ W/ THRUST BLOCK 8" W DI 11 4 12 1 - 8" x 4" REDUCER, FL x FL 1 - 4" GATE VALVE, FL x MJ PROTECT EX MONUMENT IN CASE PROTECT EX MONUMENT IN CASE PROTECT EX MONUMENT IN CASE 1 - 8" 11.25° BEND, MJ x MJ W/ THRUST BLOCK 1 - 8" 11.25° BEND, MJ x MJ W/ THRUST BLOCK 3 3 2 3 2 3 3 2 79 LF - 4" DI W 44 LF - 8" DI W 9 0 L F - 8 " DI W 62 LF - 8" DI W 68 LF - 8" DI W 10 INSTALL BLIND FLANGE ON EX TEE 14 C-3 C-3 C-4 C-4 C-5 C-7 C-10 C-7 C-9 C-8 C-6 126TH AVE SE 128TH AVE SE SE 168TH ST 126TH PL SE SE 167TH PL 127TH AVE SE SE 165 TH ST SE 164TH ST C-6 SO O S C R E E K W A T E R & S E W E R D I S T R I C T CO N T R A C T N O . 0 1 - 2 0 2 5 W CA S C A D E V I S T A P H A S E 1 AC M A I N R E P L A C E M E N T 27 BH C C o n s u l t a n t s , L L C 16 0 1 F i f t h A v e n u e , S u i t e 5 0 0 Se a t t l e , W a s h i n g t o n 9 8 1 0 1 20 6 . 5 0 5 . 3 4 0 0 20 6 . 5 0 5 . 3 4 0 6 ( f a x ) ww w . b h c c o n s u l t a n t s . c o m Pa t h : S : \ C a d \ S o o s C r e e k W & S D i s t r i c t \ 2 5 - 1 0 1 7 1 C a s c a d e V i s t a P h a s e 1 A C M a i n R e p l \ d F i l e n a m e : P 2 5 - 1 0 1 7 1 _ C - 1 - 1 0 P l o t d a t e : D e c 1 6 , 2 0 2 5 - 0 4 : 0 2 : 3 5 p m C A D U s e r : a c a ria s o . X r e f F i l e n a m e : | X 2 5 - 1 0 1 7 1 _ T B | S c h m i d t | X 2 5 - 1 0 1 7 1 _S t a t u s | W i l s o n | X 2 5 - 1 0 1 7 1 _ E x T o p o | X 2 5 - 1 0 1 7 1 _ B n d y | X 2 5 - 1 0 1 7 1 _ A l i g n | X 2 5 - 1 0 1 7 1 _ S h e e t s | X 2 5 - 1 0 1 7 1 _ K e y M a p | X 2 5 - 1 0 1 7 1 _ P r o p W a t e r | 39 4 0 6 R EGI STER E D STAT E OF WASHING TONHC RA RHC DIM P OTSI RE H K S T P PR O FESSIONAL ENG I N EER BB W AS C CP S 01 - 2 0 2 5 W 1 B W 1 2 / 2 0 2 5 I S S U E D F O R B I D 23 0 1 8 6 4 2 R EGIST E R E D STATE OF WASHING TON PR O FESSIONAL ENGIN EER BRIAN B E N JAMIN W I L SON NE-28-23-5 0 20 40 SCALE IN FEET WA T E R M A I N P L A N S 21 C-6 1" = 2 0 ' - 0 " MA TCHLI NE ST A - S E E 77+30 B E LOW M AT CHL IN E STA - S EE 7 7 +30 A BO V E M A T C H L I N E S T A - S E E D W G 7 4 + 1 5 C - 7 MATCHLINE STA - SEE DWG 80+44 C-4 0 20 40 SCALE IN FEET B-5 NOTES: 1. SEE DWG EC-1 FOR TESC PLAN. STORM DRAIN CROSSING INFORMATION SD CROSSING # SD SIZE/ TYPE SD PIPE IE TOP OF WM VERT SEP * 12" CONC 407.7 406.7 1.0' *VERTICAL SEPARATION IS MEASURED FROM THE PIPE OUTER WALL 11 ALL MECHANICAL JOINT (MJ) FITTINGS SHALL BE RESTRAINED WITH MEGALUGS OR APPROVED EQUAL, OR AT THE DISCRETION OF THE DISTRICT FIELD REPRESENTATIVE. NOTE: EXACT SIZE, TYPE, LOCATION OR DEPTH. BURIED UTILITIES IN AREA CALL BEFORE YOU DIG EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE 1-800-424-5555 or 811 NTSKEY MAP PLAN NOTES INSTALL 5-1/4" MVO FH ASSY, PER DETAIL W-5/C-11. NEAR SIDE WATER SERVICE AND NEW METER BOX WITH EXISTING METER*. FAR SIDE WATER SERVICE AND NEW METER BOX WITH EXISTING METER*. REMOVE EXISTING FH ASSY, VALVE BOX AND ASSOCIATED BOLLARDS AFTER NEW WATER MAIN IS IN SERVICE. SALVAGE OR DISPOSE EXISTING FH ASSY AT OWNER'S DISCRETION. REMOVE EXISTING HYDRANT RISER AND SHOE. ABANDON EXISTING AC WM IN PLACE BY COMPLETELY FILLING WITH CDF PER DISTRICT REQUIREMENTS. REMOVE EXISTING VALVE BOX, BACKFILL AS REQUIRED OR CDF, RESTORE PER COR STANDARDS. REMOVE EXISTING BO ASSEMBLY PER DISTRICT REQUIREMENTS. MAINTAIN 3-FEET MIN SEPARATION, OUTSIDE TO OUTSIDE OF PIPE, BETWEEN EXISTING SD AND NEW WATER MAIN. MAINTAIN 5-FEET MIN SEPARATION, OUTSIDE TO OUTSIDE OF PIPE, BETWEEN EXISTING SS AND NEW WATER MAIN. RELOCATE WATER METER AND CUSTOMER SIDE SERVICE LINE. COORDINATE WITH OWNER FOR NEW LOCATION. 4" STANDARD BO ASSY, IN PAVING, PER SCWSD STD DETAIL W-10A/C-11. INSTALL 5-1/4" MVO FH ASSY PER W-5/C-11. INSTALL USING 8"x6" TEE, FL x FL, WITH 8" ADAPTER, FL x MJ, AND 8"x4" REDUCER, FL x MJ. CROSSING UNDER EXISTING AC WATER. BRIDGE AND PROTECT AC MAIN DURING WATER MAIN INSTALLATION AND BACKFILL WITH CDF PER SPECIFICATIONS. DEFLECT NEW WATER MAIN UNDER EXISTING STORM DRAIN PIPE. * REPLACE EXISTING WATER SERVICE AND METER BOX. INSTALL NEW 1-INCH WATER SERVICE WITH RAVEN HDPE METER BOX AND RAVEN HDPE LID WITH SOOS CREEK LOGO AND RECONNECT NEW SERVICE TO EXISTING CUSTOMER SERVICE LINE PER SCWSD STANDARD WATER DETAILS. NOTE: ALL PLAN NOTES MAY NOT BE APPLICABLE TO ALL SHEETS. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 75+00 76+00 77+00 12 7TH AVE SE 1 - 8" 22.5° BEND, MJ x MJ W/ THRUST BLOCK 1 - 8 " DI T E E , F L x F L 3 - 8 " G A T E V A L V E S, F L x M J 1 - 8 " 4 5 ° B E N D, M J x M J W / T H R U S T B L O C K PROTECT EX MONUMENT IN CASE 5 2 3 2 2 3 2 241 LF - 8" DI W 113 LF - 8" DI W 1 48 LF - 8" DI W 78+00 79+00 80+00 127TH AVE SE 4 1 - 8" 22.5° BEND, MJ x MJ W/ THRUST BLOCK PROTECT EX MONUMENT IN CASE 5 1 - 8" 45° BEND, MJ x MJ W/ THRUST BLOCK 1 - 8" 22.5° BEND, MJ x MJ W/ THRUST BLOCK 2 2 1 - 8" 45° BEND, MJ x MJ W/ THRUST BLOCK 2 2 3 92 LF - 8" DI W 169 LF - 8" DI W 11 18 LF - 8" DI W 14 C-3 C-3 C-4 C-4 C-5 C-7 C-10 C-7 C-9 C-8 C-6 126TH AVE SE 128TH AVE SE SE 168TH ST 126TH PL SE SE 167TH PL 127TH AVE SE SE 165 TH ST SE 164TH ST C-6 SO O S C R E E K W A T E R & S E W E R D I S T R I C T CO N T R A C T N O . 0 1 - 2 0 2 5 W CA S C A D E V I S T A P H A S E 1 AC M A I N R E P L A C E M E N T 27 BH C C o n s u l t a n t s , L L C 16 0 1 F i f t h A v e n u e , S u i t e 5 0 0 Se a t t l e , W a s h i n g t o n 9 8 1 0 1 20 6 . 5 0 5 . 3 4 0 0 20 6 . 5 0 5 . 3 4 0 6 ( f a x ) ww w . b h c c o n s u l t a n t s . c o m Pa t h : S : \ C a d \ S o o s C r e e k W & S D i s t r i c t \ 2 5 - 1 0 1 7 1 C a s c a d e V i s t a P h a s e 1 A C M a i n R e p l \ d F i l e n a m e : P 2 5 - 1 0 1 7 1 _ C - 1 - 1 0 P l o t d a t e : D e c 1 7 , 2 0 2 5 - 0 9 : 1 5 : 4 7 a m C A D U s e r : a c a ria s o . X r e f F i l e n a m e : | X 2 5 - 1 0 1 7 1 _ T B | S c h m i d t | X 2 5 - 1 0 1 7 1 _S t a t u s | W i l s o n | X 2 5 - 1 0 1 7 1 _ E x T o p o | X 2 5 - 1 0 1 7 1 _ B n d y | X 2 5 - 1 0 1 7 1 _ A l i g n | X 2 5 - 1 0 1 7 1 _ S h e e t s | X 2 5 - 1 0 1 7 1 _ K e y M a p | X 2 5 - 1 0 1 7 1 _ P r o p W a t e r | 39 4 0 6 R EGI STER E D STAT E OF WASHING TONHC RA RHC DIM P OTSI RE H K S T P PR O FESSIONAL ENG I N EER BB W AS C CP S 01 - 2 0 2 5 W 1 B W 1 2 / 2 0 2 5 I S S U E D F O R B I D 23 0 1 8 6 4 2 R EGIST E R E D STATE OF WASHING TON PR O FESSIONAL ENGIN EER BRIAN B E N JAMIN W I L SON NE-28-23-5 0 20 40 SCALE IN FEET WA T E R M A I N P L A N S 22 C-7 1" = 2 0 ' - 0 " MATCHLINE STA - SEE 122+19 BELOW MATCHLINE STA - SEE 122+19 ABOVE 0 20 40 SCALE IN FEET MATCHLINE STA - SEE DWG 71+94 C-10 MATCHLINE STA - SEE DWG 74+15 C-6 B-5 NOTES: 1. SEE DWG EC-1 FOR TESC PLAN. STORM DRAIN CROSSING INFORMATION SD CROSSING # SD SIZE/ TYPE SD PIPE IE TOP OF WM VERT SEP * 12" CONC 412.2 415.0 1.1' 12" CONC 414.0 413.0 1.0' 12" CONC 421.5 420.5 1.0' *VERTICAL SEPARATION IS MEASURED FROM THE PIPE OUTER WALL 12 13 14 ALL MECHANICAL JOINT (MJ) FITTINGS SHALL BE RESTRAINED WITH MEGALUGS OR APPROVED EQUAL, OR AT THE DISCRETION OF THE DISTRICT FIELD REPRESENTATIVE. NOTE: EXACT SIZE, TYPE, LOCATION OR DEPTH. BURIED UTILITIES IN AREA CALL BEFORE YOU DIG EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE 1-800-424-5555 or 811 NTSKEY MAP PLAN NOTES INSTALL 5-1/4" MVO FH ASSY, PER DETAIL W-5/C-11. NEAR SIDE WATER SERVICE AND NEW METER BOX WITH EXISTING METER*. FAR SIDE WATER SERVICE AND NEW METER BOX WITH EXISTING METER*. REMOVE EXISTING FH ASSY, VALVE BOX AND ASSOCIATED BOLLARDS AFTER NEW WATER MAIN IS IN SERVICE. SALVAGE OR DISPOSE EXISTING FH ASSY AT OWNER'S DISCRETION. REMOVE EXISTING HYDRANT RISER AND SHOE. ABANDON EXISTING AC WM IN PLACE BY COMPLETELY FILLING WITH CDF PER DISTRICT REQUIREMENTS. REMOVE EXISTING VALVE BOX, BACKFILL AS REQUIRED OR CDF, RESTORE PER COR STANDARDS. REMOVE EXISTING BO ASSEMBLY PER DISTRICT REQUIREMENTS. MAINTAIN 3-FEET MIN SEPARATION, OUTSIDE TO OUTSIDE OF PIPE, BETWEEN EXISTING SD AND NEW WATER MAIN. MAINTAIN 5-FEET MIN SEPARATION, OUTSIDE TO OUTSIDE OF PIPE, BETWEEN EXISTING SS AND NEW WATER MAIN. RELOCATE WATER METER AND CUSTOMER SIDE SERVICE LINE. COORDINATE WITH OWNER FOR NEW LOCATION. 4" STANDARD BO ASSY, IN PAVING, PER SCWSD STD DETAIL W-10A/C-11. INSTALL 5-1/4" MVO FH ASSY PER W-5/C-11. INSTALL USING 8"x6" TEE, FL x FL, WITH 8" ADAPTER, FL x MJ, AND 8"x4" REDUCER, FL x FL. CROSSING UNDER EXISTING AC WATER. BRIDGE AND PROTECT AC MAIN DURING WATER MAIN INSTALLATION AND BACKFILL WITH CDF PER SPECIFICATIONS. DEFLECT NEW WATER MAIN UNDER EXISTING STORM DRAIN PIPE. * REPLACE EXISTING WATER SERVICE AND METER BOX. INSTALL NEW 1-INCH WATER SERVICE WITH RAVEN HDPE METER BOX AND RAVEN HDPE LID WITH SOOS CREEK LOGO AND RECONNECT NEW SERVICE TO EXISTING CUSTOMER SERVICE LINE PER SCWSD STANDARD WATER DETAILS. NOTE: ALL PLAN NOTES MAY NOT BE APPLICABLE TO ALL SHEETS. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 72+00 73+00 7 4+00 120+00 121+00 122+00 127TH AVE SE SE 167TH PL 6 5 PROTECT EX MONUMENT IN CASE PROTECT EX MONUMENT IN CASE 2 - 8" 45° BENDS, MJ x MJ W/ THRUST BLOCK 1 - 8" DI TEE, FL x FL 3 - 8" GATE VALVES, FL x MJ W/ THRUST BLOCK 2 - 8" 45° BENDS, MJ x MJ W/ THRUST BLOCK 5 PROTECT EX MONUMENT IN CASE 1 - 8" 45° BEND, MJ x MJ W/ THRUST BLOCK PROTECT EX MONUMENT IN CASE 13 4 1 - 8" 45° BEND, MJ x MJ W/ THRUST BLOCK 3 2 2 1 - 8" 22.5° BEND, MJ x MJ, W/ THRUST BLOCK 85 LF - 8" DI W 15 LF - 8" DI W 13 LF - 8" DI W 140 LF - 8" DI W 85 LF 8" DI W 13 14 12 16 LF - 8" DI W 9 LF - 8" DI W 19 LF - 8" DI W 14 14 1 2 3 +0 0 124+00 124+81 S E 1 6 7 T H P L 5 2 - 4" 11.25° BEND, MJ x MJ W/ THRUST BLOCK PROTECT EX MONUMENT IN CASE PROTECT EX MONUMENT IN CASE 4 11 1 - 8" 11.25° BEND, MJ x MJ W/ THRUST BLOCK 3 2 3 3 2 2 3 12 1 - 8" x 4" REDUCER, FL x FL 1 - 4" GATE VALVE, FL x MJ 85 LF 8" DI W 77 LF - 8" DI W 26 LF 4" DI W 83 LF - 4" DI W 5 2 L F - 4" D I W C-3 C-3 C-4 C-4 C-5 C-7 C-10 C-7 C-9 C-8 C-6 126TH AVE SE 128TH AVE SE SE 168TH ST 126TH PL SE SE 167TH PL 127TH AVE SE SE 165 TH ST SE 164TH ST C-6 SO O S C R E E K W A T E R & S E W E R D I S T R I C T CO N T R A C T N O . 0 1 - 2 0 2 5 W CA S C A D E V I S T A P H A S E 1 AC M A I N R E P L A C E M E N T 27 BH C C o n s u l t a n t s , L L C 16 0 1 F i f t h A v e n u e , S u i t e 5 0 0 Se a t t l e , W a s h i n g t o n 9 8 1 0 1 20 6 . 5 0 5 . 3 4 0 0 20 6 . 5 0 5 . 3 4 0 6 ( f a x ) ww w . b h c c o n s u l t a n t s . c o m Pa t h : S : \ C a d \ S o o s C r e e k W & S D i s t r i c t \ 2 5 - 1 0 1 7 1 C a s c a d e V i s t a P h a s e 1 A C M a i n R e p l \ d F i l e n a m e : P 2 5 - 1 0 1 7 1 _ C - 1 - 1 0 P l o t d a t e : D e c 1 6 , 2 0 2 5 - 0 4 : 0 6 : 2 1 p m C A D U s e r : a c a ria s o . X r e f F i l e n a m e : | X 2 5 - 1 0 1 7 1 _ T B | S c h m i d t | X 2 5 - 1 0 1 7 1 _S t a t u s | W i l s o n | X 2 5 - 1 0 1 7 1 _ E x T o p o | X 2 5 - 1 0 1 7 1 _ B n d y | X 2 5 - 1 0 1 7 1 _ A l i g n | X 2 5 - 1 0 1 7 1 _ S h e e t s | X 2 5 - 1 0 1 7 1 _ K e y M a p | X 2 5 - 1 0 1 7 1 _ P r o p W a t e r | 39 4 0 6 R EGI STER E D STAT E OF WASHING TONHC RA RHC DIM P OTSI RE H K S T P PR O FESSIONAL ENG I N EER BB W AS C CP S 01 - 2 0 2 5 W 1 B W 1 2 / 2 0 2 5 I S S U E D F O R B I D 23 0 1 8 6 4 2 R EGIST E R E D STATE OF WASHING TON PR O FESSIONAL ENGIN EER BRIAN B E N JAMIN W I L SON NE-28-23-5 WA T E R M A I N P L A N 23 C-8 1" = 2 0 ' - 0 " 0 20 40 SCALE IN FEET B-5 MATCHLINE STA - SEE DWG 58+29 C-3 MATCHLINE STA - SEE DWG 54+37 C-9 NOTES: 1. SEE DWG EC-1 FOR TESC PLAN. ALL MECHANICAL JOINT (MJ) FITTINGS SHALL BE RESTRAINED WITH MEGALUGS OR APPROVED EQUAL, OR AT THE DISCRETION OF THE DISTRICT FIELD REPRESENTATIVE. NOTE: EXACT SIZE, TYPE, LOCATION OR DEPTH. BURIED UTILITIES IN AREA CALL BEFORE YOU DIG EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE 1-800-424-5555 or 811 NTSKEY MAP PLAN NOTES INSTALL 5-1/4" MVO FH ASSY, PER DETAIL W-5/C-11. NEAR SIDE WATER SERVICE AND NEW METER BOX WITH EXISTING METER*. FAR SIDE WATER SERVICE AND NEW METER BOX WITH EXISTING METER*. REMOVE EXISTING FH ASSY, VALVE BOX AND ASSOCIATED BOLLARDS AFTER NEW WATER MAIN IS IN SERVICE. SALVAGE OR DISPOSE EXISTING FH ASSY AT OWNER'S DISCRETION. REMOVE EXISTING HYDRANT RISER AND SHOE. ABANDON EXISTING AC WM IN PLACE BY COMPLETELY FILLING WITH CDF PER DISTRICT REQUIREMENTS. REMOVE EXISTING VALVE BOX, BACKFILL AS REQUIRED OR CDF, RESTORE PER COR STANDARDS. REMOVE EXISTING BO ASSEMBLY PER DISTRICT REQUIREMENTS. MAINTAIN 3-FEET MIN SEPARATION, OUTSIDE TO OUTSIDE OF PIPE, BETWEEN EXISTING SD AND NEW WATER MAIN. MAINTAIN 5-FEET MIN SEPARATION, OUTSIDE TO OUTSIDE OF PIPE, BETWEEN EXISTING SS AND NEW WATER MAIN. RELOCATE WATER METER AND CUSTOMER SIDE SERVICE LINE. COORDINATE WITH OWNER FOR NEW LOCATION. 4" STANDARD BO ASSY, IN PAVING, PER SCWSD STD DETAIL W-10A/C-11. INSTALL 5-1/4" MVO FH ASSY PER W-5/C-11. INSTALL USING 8"x6" TEE, FL x FL, WITH 8" ADAPTER, FL x MJ, AND 8"x4" REDUCER, FL x MJ. CROSSING UNDER EXISTING AC WATER. BRIDGE AND PROTECT AC MAIN DURING WATER MAIN INSTALLATION AND BACKFILL WITH CDF PER SPECIFICATIONS. DEFLECT NEW WATER MAIN UNDER EXISTING STORM DRAIN PIPE. * REPLACE EXISTING WATER SERVICE AND METER BOX. INSTALL NEW 1-INCH WATER SERVICE WITH RAVEN HDPE METER BOX AND RAVEN HDPE LID WITH SOOS CREEK LOGO AND RECONNECT NEW SERVICE TO EXISTING CUSTOMER SERVICE LINE PER SCWSD STANDARD WATER DETAILS. NOTE: ALL PLAN NOTES MAY NOT BE APPLICABLE TO ALL SHEETS. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 55+00 56+00 57+00 58+00 100+00101+00101+30 126TH PL SE SE 166TH ST 4 PROTECT EX MONUMENT IN CASE 5 11 6 1 - 8" x 4" DI TEE, FL x FL 2 - 8" GATE VALVE, FL x MJ 1 - 4" GATE VALVE, FL x MJ W/ THRUST BLOCK PROTECT EX MONUMENT IN CASE PROTECT EX MONUMENT IN CASE 5 5 2 3 3 13 3 2 2 2 3 2 3 1 116 LF - 4" DI W 171 LF - 8" DI W 36 LF - 8" DI W C-3 C-3 C-4 C-4 C-5 C-7 C-10 C-7 C-9 C-8 C-6 126TH AVE SE 128TH AVE SE SE 168TH ST 126TH PL SE SE 167TH PL 127TH AVE SE SE 165 TH ST SE 164TH ST C-6 SO O S C R E E K W A T E R & S E W E R D I S T R I C T CO N T R A C T N O . 0 1 - 2 0 2 5 W CA S C A D E V I S T A P H A S E 1 AC M A I N R E P L A C E M E N T 27 BH C C o n s u l t a n t s , L L C 16 0 1 F i f t h A v e n u e , S u i t e 5 0 0 Se a t t l e , W a s h i n g t o n 9 8 1 0 1 20 6 . 5 0 5 . 3 4 0 0 20 6 . 5 0 5 . 3 4 0 6 ( f a x ) ww w . b h c c o n s u l t a n t s . c o m Pa t h : S : \ C a d \ S o o s C r e e k W & S D i s t r i c t \ 2 5 - 1 0 1 7 1 C a s c a d e V i s t a P h a s e 1 A C M a i n R e p l \ d F i l e n a m e : P 2 5 - 1 0 1 7 1 _ C - 1 - 1 0 P l o t d a t e : D e c 1 6 , 2 0 2 5 - 0 4 : 0 8 : 1 1 p m C A D U s e r : a c a ria s o . X r e f F i l e n a m e : | X 2 5 - 1 0 1 7 1 _ T B | S c h m i d t | X 2 5 - 1 0 1 7 1 _S t a t u s | W i l s o n | X 2 5 - 1 0 1 7 1 _ E x T o p o | X 2 5 - 1 0 1 7 1 _ B n d y | X 2 5 - 1 0 1 7 1 _ A l i g n | X 2 5 - 1 0 1 7 1 _ S h e e t s | X 2 5 - 1 0 1 7 1 _ K e y M a p | X 2 5 - 1 0 1 7 1 _ P r o p W a t e r | 39 4 0 6 R EGI STER E D STAT E OF WASHING TONHC RA RHC DIM P OTSI RE H K S T P PR O FESSIONAL ENG I N EER BB W AS C CP S 01 - 2 0 2 5 W 1 B W 1 2 / 2 0 2 5 I S S U E D F O R B I D 23 0 1 8 6 4 2 R EGISTE R E D STATE OF WASHING TON PR O FESSIONAL ENGIN EER BRIAN B E N JAMIN W I L SON NE-28-23-5 WA T E R M A I N P L A N 24 C-9 1" = 2 0 ' - 0 " 0 20 40 SCALE IN FEET MATCHLINE STA - SEE 54+37 D W G C-8 B-5 NOTES: 1. SEE DWG EC-1 FOR TESC PLAN. STORM DRAIN CROSSING INFORMATION SD CROSSING # SD SIZE/ TYPE SD PIPE IE TOP OF WM VERT SEP * 12" CONC 404.1 403.1 1.0' *VERTICAL SEPARATION IS MEASURED FROM THE PIPE OUTER WALL 15 ALL MECHANICAL JOINT (MJ) FITTINGS SHALL BE RESTRAINED WITH MEGALUGS OR APPROVED EQUAL, OR AT THE DISCRETION OF THE DISTRICT FIELD REPRESENTATIVE. NOTE: EXACT SIZE, TYPE, LOCATION OR DEPTH. BURIED UTILITIES IN AREA CALL BEFORE YOU DIG EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE 1-800-424-5555 or 811 NTSKEY MAP PLAN NOTES INSTALL 5-1/4" MVO FH ASSY, PER DETAIL W-5/C-11. NEAR SIDE WATER SERVICE AND NEW METER BOX WITH EXISTING METER*. FAR SIDE WATER SERVICE AND NEW METER BOX WITH EXISTING METER*. REMOVE EXISTING FH ASSY, VALVE BOX AND ASSOCIATED BOLLARDS AFTER NEW WATER MAIN IS IN SERVICE. SALVAGE OR DISPOSE EXISTING FH ASSY AT OWNER'S DISCRETION. REMOVE EXISTING HYDRANT RISER AND SHOE. ABANDON EXISTING AC WM IN PLACE BY COMPLETELY FILLING WITH CDF PER DISTRICT REQUIREMENTS. REMOVE EXISTING VALVE BOX, BACKFILL AS REQUIRED OR CDF, RESTORE PER COR STANDARDS. REMOVE EXISTING BO ASSEMBLY PER DISTRICT REQUIREMENTS. MAINTAIN 3-FEET MIN SEPARATION, OUTSIDE TO OUTSIDE OF PIPE, BETWEEN EXISTING SD AND NEW WATER MAIN. MAINTAIN 5-FEET MIN SEPARATION, OUTSIDE TO OUTSIDE OF PIPE, BETWEEN EXISTING SS AND NEW WATER MAIN. RELOCATE WATER METER AND CUSTOMER SIDE SERVICE LINE. COORDINATE WITH OWNER FOR NEW LOCATION. 4" STANDARD BO ASSY, IN PAVING, PER SCWSD STD DETAIL W-10A/C-11. INSTALL 5-1/4" MVO FH ASSY PER W-5/C-11. INSTALL USING 8"x6" TEE, FL x FL, WITH 8" ADAPTER, FL x MJ, AND 8"x4" REDUCER, FL x MJ. CROSSING UNDER EXISTING AC WATER. BRIDGE AND PROTECT AC MAIN DURING WATER MAIN INSTALLATION AND BACKFILL WITH CDF PER SPECIFICATIONS. DEFLECT NEW WATER MAIN UNDER EXISTING STORM DRAIN PIPE. * REPLACE EXISTING WATER SERVICE AND METER BOX. INSTALL NEW 1-INCH WATER SERVICE WITH RAVEN HDPE METER BOX AND RAVEN HDPE LID WITH SOOS CREEK LOGO AND RECONNECT NEW SERVICE TO EXISTING CUSTOMER SERVICE LINE PER SCWSD STANDARD WATER DETAILS. NOTE: ALL PLAN NOTES MAY NOT BE APPLICABLE TO ALL SHEETS. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 50+00 51+00 5 2 +00 53+00 54+00 126TH PL SE SE 167TH ST 126TH AVE SE 4 PROTECT EX MONUMENT IN CASE 5 2 - 8" 22.5° BENDS, MJ x MJ W/ THRUST BLOCK 2 - 8" 22.5° BENDS, MJ x MJ W/ THRUST BLOCKS 1 - 8" 22.5° BEND, MJ x MJ W/ THRUST BLOCK PROTECT EX MONUMENT IN CASE CUT-IN AND CONNECT TO EX 8" AC W/: 1 - 8" DI CROSS, FL x FL 3 - 8" GATE VALVE, FL x MJ 1 - 8" BLIND FLANGE 2 - 8" DI SPOOLS, PE x PE, LENGTH AS REQ'D 2 - 8" COUPLINGS, DI x AC W/ THRUST BLOCK 6 13 PROTECT EX MONUMENT IN CASE 5 5 3 3 2 31 104 LF - 8" DI W 36 LF - 8" DI W 1 1 9 L F - 8 " D I W 17 LF - 8" DI W 71 LF - 8" DI W 27 LF - 8" DI W 15 14 CLOSE VALVE PRIOR TO FILLING EX MAIN WITH CDF C-3 C-3 C-4 C-4 C-5 C-7 C-10 C-7 C-9 C-8 C-6 126TH AVE SE 128TH AVE SE SE 168TH ST 126TH PL SE SE 167TH PL 127TH AVE SE SE 165 TH ST SE 164TH ST C-6 SO O S C R E E K W A T E R & S E W E R D I S T R I C T CO N T R A C T N O . 0 1 - 2 0 2 5 W CA S C A D E V I S T A P H A S E 1 AC M A I N R E P L A C E M E N T 27 BH C C o n s u l t a n t s , L L C 16 0 1 F i f t h A v e n u e , S u i t e 5 0 0 Se a t t l e , W a s h i n g t o n 9 8 1 0 1 20 6 . 5 0 5 . 3 4 0 0 20 6 . 5 0 5 . 3 4 0 6 ( f a x ) ww w . b h c c o n s u l t a n t s . c o m Pa t h : S : \ C a d \ S o o s C r e e k W & S D i s t r i c t \ 2 5 - 1 0 1 7 1 C a s c a d e V i s t a P h a s e 1 A C M a i n R e p l \ d F i l e n a m e : P 2 5 - 1 0 1 7 1 _ C - 1 - 1 0 P l o t d a t e : D e c 1 6 , 2 0 2 5 - 0 4 : 1 0 : 1 7 p m C A D U s e r : a c a ria s o . X r e f F i l e n a m e : | X 2 5 - 1 0 1 7 1 _ T B | S c h m i d t | X 2 5 - 1 0 1 7 1 _S t a t u s | W i l s o n | X 2 5 - 1 0 1 7 1 _ E x T o p o | X 2 5 - 1 0 1 7 1 _ B n d y | X 2 5 - 1 0 1 7 1 _ A l i g n | X 2 5 - 1 0 1 7 1 _ S h e e t s | X 2 5 - 1 0 1 7 1 _ K e y M a p | X 2 5 - 1 0 1 7 1 _ P r o p W a t e r | 39 4 0 6 R EGI STER E D STAT E OF WASHING TONHC RA RHC DIM P OTSI RE H K S T P PR O FESSIONAL ENG I N EER BB W AS C CP S 01 - 2 0 2 5 W 1 B W 1 2 / 2 0 2 5 I S S U E D F O R B I D 23 0 1 8 6 4 2 R EGISTE R E D STATE OF WASHING TON PR O FESSIONAL ENGIN EER BRIAN B E N JAMIN W I L SON NE-28-23-5 0 20 40 SCALE IN FEET WA T E R M A I N P L A N 25 C-10 1" = 2 0 ' - 0 " MA T C H L I N E S T A - S E E D W G 71 + 9 4 C - 7 B-5 NOTES: 1. SEE DWG EC-1 FOR TESC PLAN. NTSKEY MAP PLAN NOTES INSTALL 5-1/4" MVO FH ASSY, PER DETAIL W-5/C-11. NEAR SIDE WATER SERVICE AND NEW METER BOX WITH EXISTING METER*. FAR SIDE WATER SERVICE AND NEW METER BOX WITH EXISTING METER*. REMOVE EXISTING FH ASSY, VALVE BOX AND ASSOCIATED BOLLARDS AFTER NEW WATER MAIN IS IN SERVICE. SALVAGE OR DISPOSE EXISTING FH ASSY AT OWNER'S DISCRETION. REMOVE EXISTING HYDRANT RISER AND SHOE. ABANDON EXISTING AC WM IN PLACE BY COMPLETELY FILLING WITH CDF PER DISTRICT REQUIREMENTS. REMOVE EXISTING VALVE BOX, BACKFILL AS REQUIRED OR CDF, RESTORE PER COR STANDARDS. REMOVE EXISTING BO ASSEMBLY PER DISTRICT REQUIREMENTS. MAINTAIN 3-FEET MIN SEPARATION, OUTSIDE TO OUTSIDE OF PIPE, BETWEEN EXISTING SD AND NEW WATER MAIN. MAINTAIN 5-FEET MIN SEPARATION, OUTSIDE TO OUTSIDE OF PIPE, BETWEEN EXISTING SS AND NEW WATER MAIN. RELOCATE WATER METER AND CUSTOMER SIDE SERVICE LINE. COORDINATE WITH OWNER FOR NEW LOCATION. 4" STANDARD BO ASSY, IN PAVING, PER SCWSD STD DETAIL W-10A/C-11. INSTALL 5-1/4" MVO FH ASSY PER W-5/C-11. INSTALL USING 8"x6" TEE, FL x FL, WITH 8" ADAPTER, FL x MJ, AND 8"x4" REDUCER, FL x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or 811 70+00 71+00 127TH AVE SE SE 168TH ST 5 1 - 8" 22.5° BEND, MJ x MJ W/ THRUST BLOCK PROTECT EX MONUMENT IN CASE PROTECT EX MONUMENT IN CASE CONNECT TO EX 8" DI W/ 1 - 8" 22.5° BEND, MJ x MJ 1 - 8" DI SPOOL, PE x PE, LENGTH AS REQ'D 1 - 8" COUPLING, DI x DI W/ THRUST BLOCK 6 2 2 3 151 LF - 8" DI W 3 2 L F - 8 " D I W REMOVE AND SALVAGE VALVE INSTALL BLIND FLANGE ON EX TEE 16 C-3 C-3 C-4 C-4 C-5 C-7 C-10 C-7 C-9 C-8 C-6 126TH AVE SE 128TH AVE SE SE 168TH ST 126TH PL SE SE 167TH PL 127TH AVE SE SE 165 TH ST SE 164TH ST C-6 SO O S C R E E K W A T E R & S E W E R D I S T R I C T CO N T R A C T N O . 0 1 - 2 0 2 5 W CA S C A D E V I S T A P H A S E 1 AC M A I N R E P L A C E M E N T 27 BH C C o n s u l t a n t s , L L C 16 0 1 F i f t h A v e n u e , S u i t e 5 0 0 Se a t t l e , W a s h i n g t o n 9 8 1 0 1 20 6 . 5 0 5 . 3 4 0 0 20 6 . 5 0 5 . 3 4 0 6 ( f a x ) ww w . b h c c o n s u l t a n t s . c o m Pa t h : S : \ C a d \ S o o s C r e e k W & S D i s t r i c t \ 2 5 - 1 0 1 7 1 C a s c a d e V i s t a P h a s e 1 A C M a i n R e p l \ d F i l e n a m e : P 2 5 - 1 0 1 7 1 _ C - 1 1 Plo t d a t e : D e c 1 6 , 2 0 2 5 - 0 4 : 1 2 : 0 0 p m C A D U s e r : a c a r i as o . X r e f F i l e n a m e : | X 2 5 - 1 0 1 7 1 _ T B | S c h m i d t | X 2 5 - 1 0 1 7 1 _S t a t u s | W - 2 | W - 1 0 A | W - 1 2 | W - 1 A | W i l s o n | W - 1 B | W - 1 C | W - 4 | W - 5 | 39 4 0 6 R EGI STER E D STAT E OF WASHING TONHC RA RHC DIM P OTSI RE H K S T P PR O FESSIONAL ENG I N EER BB W AS C CP S 01 - 2 0 2 5 W 1 B W 1 2 / 2 0 2 5 I S S U E D F O R B I D 23 0 1 8 6 4 2 R EGISTE R E D STATE OF WASHING TON PR O FESSIONAL ENGIN EER BRIAN B E N JAMIN W I L SON ST A N D A R D W A T E R D E T A I L S 26 C-11 B-5 ROADWAY WITH CURB AND GUTTER AND/OR SIDEWALK ROADWAY WITH DITCHES FOR RESIDENTIAL SUBDIVISIONS TYPICAL ROADWAY SECTIONS ELEVATION PLAN 4" MAINS-IN PAVING 4" BLOWOFF ASSEMBLY FOR @ SANITARY SEWER CROSSING A/C WATER MAIN REPLACEMENT HORIZONTAL BEND PLUGGED TEE TEE OFFSET PLUGGED CROSS VERTICAL BEND PLUGGED CROSS PLUGGED END FOR FUTURE EXPANSION CONCRETE BLOCKING DETAIL REVERSE VERTICAL BEND GENERAL NOTES: PIPE SIZE MINIMUM BEARING AREA (SF) · · · FITTING MINIMUM BEARING AREA DETAIL GENERAL NOTES: PIPE SIZE REQUIRED LENGTH (FT) OF RESTRAINED JOINT PIPE · · · · · · RESTRAINED PIPE LENGTH DETAIL FIRE HYDRANT LOCATION FIRE HYDRANT ASSEMBLY IN CUT OR FILL IN CUT OR FILL FIRE HYDRANT LOCATION FIRE HYDRANT ASSEMBLY ASSEMBLY-VERTICAL CURB FIRE HYDRANT ASSEMBLY-ROLLED CURB FIRE HYDRANT SO O S C R E E K W A T E R & S E W E R D I S T R I C T CO N T R A C T N O . 0 1 - 2 0 2 5 W CA S C A D E V I S T A P H A S E 1 AC M A I N R E P L A C E M E N T 27 BH C C o n s u l t a n t s , L L C 16 0 1 F i f t h A v e n u e , S u i t e 5 0 0 Se a t t l e , W a s h i n g t o n 9 8 1 0 1 20 6 . 5 0 5 . 3 4 0 0 20 6 . 5 0 5 . 3 4 0 6 ( f a x ) ww w . b h c c o n s u l t a n t s . c o m Pa t h : S : \ C a d \ S o o s C r e e k W & S D i s t r i c t \ 2 5 - 1 0 1 7 1 C a s c a d e V i s t a P h a s e 1 A C M a i n R e p l \ d F i l e n a m e : P 2 5 - 1 0 1 7 1 _ C - 1 2 Plo t d a t e : D e c 1 6 , 2 0 2 5 - 0 4 : 1 4 : 0 3 p m C A D U s e r : a c a r i as o . X r e f F i l e n a m e : | X 2 5 - 1 0 1 7 1 _ T B | S c h m i d t | X 2 5 - 1 0 1 7 1 _S t a t u s | W - 1 6 | W - 1 6 a | W - 1 8 | W - 1 9 | W i l s o n | W - 1 4 | W - 1 5 | W - 1 7 | 39 4 0 6 R EGI STER E D STAT E OF WASHING TONHC RA RHC DIM P OTSI RE H K S T P PR O FESSIONAL ENGI N EER BB W AS C CP S 01 - 2 0 2 5 W 1 B W 1 2 / 2 0 2 5 I S S U E D F O R B I D 23 0 1 8 6 4 2 R EGIST E R E D STATE OF WASHING TON PR O FESSIONAL ENGIN EER BRIAN B E N JAMIN W I L SON ST A N D A R D W A T E R D E T A I L S 27 C-12 B-5 SINGLE SERVICE TYPICAL SERVICE DETAIL SINGLE SERVICE PLAN VIEW SERVICE TRANSFER TO EXISTING METER INSTALLATION DETAIL FOR NEW HDPE METER BOX FOR 1" METER RAVEN PLASTIC HDPE METER BOX NO. RMB132412-SWM-W NON-TRAFFIC BEARING RAVEN LID N1324BLKWAT WITH SOOS CREEK LOGO TRAFFIC BEARING RAVEN LID RML-DI-13"X24" 2638" 111516" 1718" 23116"1334" C W T OS T IES& R E RE S R TRAC EO I EK W S D METER INSTALLATION VALVE OPERATING NUT EXTENSION PLAN ELEVATION 1" WATER SERVICE CONNECTION BLOWOFF ASSEMBLY 4", 6" OR 8" TEMP.