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Home My WebLink AboutMarkup SummaryMarkup Summary Subject: Text Box Page Index: 1 File Name: Ryder LC0549 - Waterline Relocation.pdf this project is located outside of the city of renton any building permits shall be applied for at the city of tukwila 1 (7) Subject: Callout Page Index: 1 File Name: Easement - Public Utilities (DRAFT).pdf portion of Subject: Callout Page Index: 1 File Name: Easement - Public Utilities (DRAFT).pdf 4 (or include all necessary pages) Subject: Text Box Page Index: 1 File Name: Easement - Public Utilities (DRAFT).pdf must provide metes and bounds description of easement area and depiction of easement area. Please ensure text is at least 8 point font size or larger and a clear 1" margin is on all sides of each page Subject: Text Box Page Index: 1 File Name: Easement - Release (DRAFT).pdf release of easement is not part of civil construction permit and requires petition, processing fee, legislation, public notice, public hearing, and city council action. Please see separate process hand out for specifics entitled "easement Release Process and Submittal Requirements" Subject: Cloud+ Page Index: 1 File Name: Easement - Release (DRAFT).pdf please complete all information Subject: Cloud+ Page Index: 1 File Name: Easement - Release (DRAFT).pdf should be description of easement, not full property Subject: Text Box Page Index: 2 File Name: Surety - Bond Quantity Worksheet.pdf include stamp and signature 2 (4) Subject: Callout Page Index: 2 File Name: Surety - Bond Quantity Worksheet.pdf richard hernandez, pe this project is located outside ofthe city of renton any building permits shall beapplied for at the city of tukwila Additional legal is LEGAL DESCRIP PARCEL B OF CIT -POR OF GOV LO 480FT N OF & P SOUNDPOWER TAP OFINTSN W VALLEY HWYSR portion of Property Tax Parcel Number: Street Intersection or Project Name: mber(s) of Documents assigned or released: nce numbers are on page _____. Grantee(s): 1. City of Renton, a Municipal Corpora s on page ______ of document. (Abbreviated legal description MUST go here.) TION: 362304-9062West Valley Highway & TY OF TUKWILA SHORT PLAT NO 88-3-SS RECORDING NO 8811180199 SD SHORT P OT 2 & OF NE 1/4 OF NW 1/4 - BEG INTSN OF E MGN OF WEST VALLEY HWY SR 181 LT MEAS AT R/A TO C/L OF S 180TH ST SW 43RD ST TH S 88-21-00 E TO W MGN OF & LIGHT TRANS LN R/W PUGET SOUND ELECTRIC R/W THENCE N 01-26-00 W 306. WITH A LN 786 FT N OF & PLW C/L OF S 180TH ST TH N 88-21-00 W TO E MGN OF W 181 TH S 02-26-02 E 306.78 FT M/L TO POB ental, Inc. asement 4 (or include all necessary pages) Way must provide metes and boundsdescription of easement area anddepiction of easement area.Please ensure text is at least 8 pointfont size or larger and a clear 1"margin is on all sides of each page ddress: k’s Office enton th Grady Way WA 98057 of Easement Property Tax Parcel Number: ile #: Street Intersection: e Number(s) of Documents assigned or released: al reference numbers are on page _____. 362304-9062West Valley Highway & South 180th St. release of easement is not part of civil constructionpermit and requires petition, processing fee,legislation, public notice, public hearing, and citycouncil action. Please see separate process hand outfor specifics entitled "easement Release Process andSubmittal Requirements" Return Address: City Clerk’s Office City of Renton 1055 South Grady Way Renton, WA 98057 Release of Easement Property Tax Parcel Number: Project File #: Street Intersection: Reference Number(s) of Documents assigned or released: Additional reference numbers are on page _____. Grantor(s): Grantee(s): 1. City of Renton, a Municipal Corporation 1. 2. The Grantor, as the owner of an easement acquired from _________ _______ dated on ____________________ , recorded under King County Recording Number ____________________of King County, State of Washington, over real property described below: A _____________________________ easement encumbering the following described property: The CITY OF RENTON does hereby abandon and release the above described easement and all rights acquired under it. IN WITNESS WHEREOF, said City has caused this instrument to be executed by the Mayor and attested to by the City Clerk this ____ day of ____________________, 20____. MAYOR CITY CLERK 362304-9062West Valley Highway & South 180th St. Ryder Truck Rental, Inc. PARCEL B OF CITY OF TUKWILA SHORT PLAT NO 88-3-SS RECORDING NO 8811180199 SD SHORT PLAT DAF -POROF GOV LOT 2 & OF NE 1/4 OF NW 1/4 - BEG INTSN OF E MGN OF WEST VALLEY HWY SR 181 & A LN 480FT N OF &PLT MEAS AT R/A TO C/L OF S 180TH ST SW 43RD ST TH S 88-21-00 E TO W MGN OF PUGET SOUNDPOWER &LIGHT TRANS LN R/W PUGET SOUND ELECTRIC R/W THENCE N 01-26-00 W 306.44 FT M/L TAP OFINTSN WITH A LN786 FT N OF & PLW C/L OF S 180TH ST TH N 88-21-00 W TO E MGN OF WEST VALLEY HWYSR 181 TH S 02-26-02 E306.78 FT M/L TO POB please complete allinformation Release of Easement Property Tax Parcel Number:Project File #: Street Intersection: Reference Number(s) of Documents assigned or released: Additional reference numbers are on page _____. Grantor(s): Grantee(s): 1. City of Renton, a Municipal Corporation 1. 2. The Grantor, as the owner of an easement acquired from _________ _______ dated on ____________________ , recorded under King County Recording Number ____________________of King County, State of Washington, over real property described below: A _____________________________ easement encumbering the following described property: The CITY OF RENTON does hereby abandon and release the above described easement and all rights acquired under it. IN WITNESS WHEREOF, said City has caused this instrument to be executed by the Mayor and attested to by the City Clerk this ____ day of ____________________, 20____. MAYOR CITY CLERK Notary Seal must be within box STATE OF WASHINGTON ) SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that ___________________________________________ signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument _________________________________________________________________ Notary Public in and for the State of Washington Notary (Print)____________________________________ My appointment expires:___________________________ Dated: _________________________________________ West Valley Highway & South 180th St. Ryder Truck Rental, Inc. PARCEL B OF CITY OF TUKWILA SHORT PLAT NO 88-3-SS RECORDING NO 8811180199 SD SHORT PLAT DAF -POROF GOV LOT 2 & OF NE 1/4 OF NW 1/4 - BEG INTSN OF E MGN OF WEST VALLEY HWY SR 181 & A LN 480FT N OF &PLT MEAS AT R/A TO C/L OF S 180TH ST SW 43RD ST TH S 88-21-00 E TO W MGN OF PUGET SOUNDPOWER &LIGHT TRANS LN R/W PUGET SOUND ELECTRIC R/W THENCE N 01-26-00 W 306.44 FT M/L TAP OFINTSN WITH A LN786 FT N OF & PLW C/L OF S 180TH ST TH N 88-21-00 W TO E MGN OF WEST VALLEY HWYSR 181 TH S 02-26-02 E306.78 FT M/L TO POB should bedescription ofeasement, not fullproperty Engineer Stamp Required mates must have original wet stamp an Project Owner Information include stampand signature Renton, WA 98057 (425) 430-7200 T INFORMATION (all cost es ared by: Project Ph neering Group, LLC. neering Group, LLC. nedy Blvd., Suite 230, Tampa, FL 33602 93 richard hernandez, pe Subject: Line Page Index: 2 File Name: Surety - Bond Quantity Worksheet.pdf Subject: Text Box Page Index: 2 File Name: Surety - Bond Quantity Worksheet.pdf c25004802 Subject: Callout Page Index: 6 File Name: Ryder LC0549 - Waterline Relocation.pdf verify if this is concrete the survey shows asphalt 6 (1) Subject: Callout Page Index: 7 File Name: Ryder LC0549 - Waterline Relocation.pdf revise note: "remove existing 12" 45 degree bend after completion, testing, and disinfection of new watermain" 7 (1) Subject: Callout Page Index: 8 File Name: Ryder LC0549 - Waterline Relocation.pdf add note "per cor std 300.4" 8 (7) Subject: Callout Page Index: 8 File Name: Ryder LC0549 - Waterline Relocation.pdf add note "concrete bocking per cor std 330.1" Subject: Callout Page Index: 8 File Name: Ryder LC0549 - Waterline Relocation.pdf ensure scale is accurate to plan view use a typical scale such as 1"=10' plan view appears to be an obscure scale Subject: Text Box Page Index: 8 File Name: Ryder LC0549 - Waterline Relocation.pdf add note: "all mechanical joint (mj) fittings shall have megalug restraint wedges and concrete blocks" Subject: Callout Page Index: 8 File Name: Ryder LC0549 - Waterline Relocation.pdf final connection to existing watermain (by city-forces) cut-in: 12" 45 degree bend (mjxmj) with megalug restraint wedges 12" sleeve (mjxmj) with megalug restraint wedges 12" di pipe spool concrete thrust block y Way – 6 Floor | Renton, WA 98057 (425) 43 : 9/16/2025 Prepared by: permitting@iegroup.net Infinity Engineering Group, LLC. 50841 Infinity Engineering Group, LLC. 1208 E. Kennedy Blvd., Suite 230, Tampa, 813-514-9193 Project Location and Descrip Ryder Truck Rental LC054 362304-9062 17850 West Valley Hwy., West Valley Highway & S c25004802 24.9 23.6 23 26.0 X 8" P SYMBOLS LEGEND PROPERTY LINE EXISTING CONCRETE TO REMAIN EXISTING TO REMAIN EXISTING PARKING STRIPE TO REMA EXISTING CONCRETE TO BE SAWCU EXISTING TO BE REMOVED verify if this is concretethe survey shows asphalt 26.6626.73 26.85 26.81 27.36 27. 6 7 27.66 TR A F F I C EXISTING MAIN REMOVE 12" 45 DEG revise note:"remove existing 12" 45 degreebend after completion, testing, anddisinfection of new watermain" 26.98 26.82 26 . 8 3 26 . 9 6 26.91 26.82 26.80 26.89 7 6 26.99 27.00 27.0 4 27 . 0 7 27.04 26.99 EXISTING 12" WATERMAIN TO REMAINSTA: 00+52 add note"per cor std 300.4" 70.80 26.71 26.55 26.19 W W W 5'-0"3'-11" 90 DEGREE BEND (MJ) W/CONCRETE BLOCKING add note"concrete bockingper cor std 330.1" SCALE : 1/8" = 1'-0" UTILITY SITE PLAN ensure scale is accurate to plan viewuse a typical scale such as 1"=10'plan view appears to be an obscure scale 27 9. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF TH CITY/TOWNS STANDARD CONSTRUCTION AND UTILITY REQUIREMENTS. 10. TREES SHALL NOT BE PLANTED WITHIN 10 FEET FROM THE WATER MAIN. 11. ALL CLEANOUT TOP ELEVATION SHALL MATCH FINISH GRADE ELEVATIONS. add note:"all mechanical joint (mj) fittings shall havemegalug restraint wedges and concrete blocks" 26.51 26.49 26.63 26 2 26.932 2 26.58 26.53 26.82 26.837.04 7.04 26.726.62 26.4 26.50 226.5 26.1 26.32 26.21 ue ue ue ue ue IE(W)=25.96'4"PVC wm wm wm wm wm W W W W W W W EXISTING 12" WATER MAINABANDONED IN PLACE CTION POINT TOTING 12" WATERMAIN TO REMAINSTA: 00+52 6'-6" 5'-0" 82'-0" NEWCONCRETEPAVEMENT CONFLICT POINT W/ 1" POWERLINE BURIED 24" BELOW GRADEPROVIDE 12" SEPARATIONSTA: 00+57 01+00±85 LF NEW 12" D.I WATER MAIN - BUR BELOW GRADE (TY 5'-7" final connection to existing watermain (by city-forces)cut-in:12" 45 degree bend (mjxmj) with megalug restraint wedges12" sleeve (mjxmj) with megalug restraint wedges12" di pipe spoolconcrete thrust block Subject: Callout Page Index: 8 File Name: Ryder LC0549 - Waterline Relocation.pdf show concrete blocking in plan view (typical for all bends) Subject: Callout Page Index: 8 File Name: Ryder LC0549 - Waterline Relocation.pdf install 12" cap (mj) on end of watermain to be abandonded Subject: Callout Page Index: 9 File Name: Ryder LC0549 - Waterline Relocation.pdf add note final connection to existing watermain per cor std 300.4 (by city forces) remove existing 12"-45 degree bend and blocking install 12" sleeve (mjxmj) with megalug restraint wedges 12" di pipe spool 9 (5) Subject: Callout Page Index: 9 File Name: Ryder LC0549 - Waterline Relocation.pdf add note "concrete bocking per cor std 330.1" Subject: Callout Page Index: 9 File Name: Ryder LC0549 - Waterline Relocation.pdf ensure scale is accurate to plan view use a typical scale such as 1"=10' plan view appears to be an obscure scale Subject: Text Box Page Index: 9 File Name: Ryder LC0549 - Waterline Relocation.pdf add note: "all mechanical joint (mj) fittings shall have megalug restraint wedges and concrete blocks" Subject: Callout Page Index: 9 File Name: Ryder LC0549 - Waterline Relocation.pdf install 12" cap (mj) on end of water main to be abandoned Subject: Text Box Page Index: 10 File Name: Ryder LC0549 - Waterline Relocation.pdf not reviewed or approved by city of renton this sheet is for reference only 10 (2) Subject: Callout Page Index: 10 File Name: Ryder LC0549 - Waterline Relocation.pdf the city would prefer to match existing asphalt material within the easement 26.53 26.53 26.58 26.55 26.55 26.51 26.5 8 26.6 6 26.6426. 8 126.76 26.726.61 26.61 26 ue IE(E)=25.94'4"PVC wm wm wm wm CONNECTION POINT TO 6'-6 " 5'-0 " 5'-7"show concrete blocking inplan view (typical for all bends) 87 26. 8 3 26. 7.04 26.9 26.726.62 e ue ue wm wm wm wm W W W EX AB ORN2 CONFLICT POINT W/ 1" POWERLINE BURIED 24" BELOW GRADEPROVIDE 12" SEPARATIONSTA: 00+57 install 12" cap (mj) on end ofwatermain to be abandonded 26.6626.73 26.85 26.81 26.38 wm wm wm 15 CONNECTION POINT TOEXISTING 12" WATERMAIN TO REMAINSTA: 02+94 add notefinal connection to existing watermain per corstd 300.4 (by city forces)remove existing 12"-45 degree bend and blockinginstall12" sleeve (mjxmj) with megalug restraint wedges12" di pipe spool FLO W m wm wm 45 DEGREE BEND (M CONCRETE BLOC STA: add note"concrete bockingper cor std 330.1" 25 SCALE : 1/8" = 1'-0" UTILITY SITE PLAN ensure scale is accurate to plan viewuse a typical scale such as 1"=10'plan view appears to be an obscure scale 9. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF TH CITY/TOWNS STANDARD CONSTRUCTION AND UTILITY REQUIREMENTS. 10. TREES SHALL NOT BE PLANTED WITHIN 10 FEET FROM THE WATER MAIN. 11. ALL CLEANOUT TOP ELEVATION SHALL MATCH FINISH GRADE ELEVATIONS. add note:"all mechanical joint (mj) fittings shall havemegalug restraint wedges and concrete blocks" 27.17 26.36 26.48 27.28 27.01 27.45 26.7 wm ITEM 7 - 15' PULBIC UTILITIES ESM'T, REC. NO.8004280537 TRA F F I C F L O W wm wm wm W W W 33'-1" 45 DEGREE BEND (MJ) W/CONCRETE BLOCKINGSTA: 02+62 03+00 MAIN -ICAL) install 12" cap (mj) on end ofwater main to be abandoned not reviewed or approved by city of rentonthis sheet is for reference only 2 26.63 26.32 the city would prefer to match existingasphalt material within the easement Subject: Text Box Page Index: 11 File Name: Ryder LC0549 - Waterline Relocation.pdf not reviewed or approved by city of renton this sheet is for reference only 11 (2) Subject: Callout Page Index: 11 File Name: Ryder LC0549 - Waterline Relocation.pdf verify if this is concrete the survey shows asphalt Subject: Callout Page Index: 13 File Name: Ryder LC0549 - Waterline Relocation.pdf erosion and sediment control shall be per city of federal way jurisdiction 13 (2) Subject: Text Box Page Index: 13 File Name: Ryder LC0549 - Waterline Relocation.pdf add note: "recycled concrete materials are not allowed as trench bedding and trench backfill materials for watermains." Subject: Callout Page Index: 14 File Name: Ryder LC0549 - Waterline Relocation.pdf revise there shall be a minimum of 18-inchs of vertical clearance between water and sewer consider shifting watermain up to 4-feet of cover use ethafoam or equivalent if separation is still less than 18-inches 14 (3) Subject: Callout Page Index: 14 File Name: Ryder LC0549 - Waterline Relocation.pdf 45 deg. bend Subject: Callout Page Index: 14 File Name: Ryder LC0549 - Waterline Relocation.pdf revise note: "protect existing 6" sanitary sewer line" not reviewed or approved by city of rentonthis sheet is for reference only D CONC. SLAB1/4" D CONCRETE DRIV SCALE : 1/2" = 1'-0"SECTION AT SAWCUT CS-12 6" NEWCONTROL JOINT FORM, PLACE, AND BROOM FINISHNEW 4,000 PSI CONCRETE SLAB NOTE:1. CONTROL JOINT REQ 2. CONTROL JOINT (1/4 verify if this is concretethe survey shows asphalt erosion and sediment control shallbe per city of federal way jurisdiction add note:"recycled concrete materials are notallowed as trench bedding and trenchbackfill materials for watermains." 00+50 01+00 01+50 02+00 T OF CONNECTIONTING WATER MAINTOP ELEV = 22.00STA: 00+52 ± 85 LF NEW 12" D.I.WATER MAIN - BURY 54"BELOW GRADE (TYP) BELOW GRADESTA: 00+57 90 DEG. BEND(MJ) W/ CONCSTA: 01+37 SEPARATE PERMITTOP ELEV = 25.50STA: 01+70 EXISTING 8"SANITARY LINETOP ELEV = 16.58STA: 01+68 EXISTING 6"SANITARY LINETOP ELEV = 20.77STA: 02+09 NEW 12" GV (MJ x MJ)STA: 02+00 ± 64 LF NEW 12" D.I.WATER MAIN -BURY 54" BELOWGRADE (TYP) ± 62 LF NEW 12" D WATER MAIN BURY 54" BELOWGRADE (TYP MIN 54 " C O V E R TOP ELEV = 24.50STA: 01+70 revisethere shall be a minimum of 18-inchs of vertical clearance between water and sewerconsider shifting watermain up to 4-feet of coveruse ethafoam or equivalent if separation is still less than 18-inches 45 deg. bend EXISTING 6"SANITARY LINETOP ELEV = 20.77STA: 02+09 BU revise note:"protect existing 6"sanitary sewer line"