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Permit D99-0095 - Crestview Reservoir - Picnic Shelter
d99-0095 16200 42nd avenue south Crestview Reservoir 11 City of Tukwila (206) 431•3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. 537980 -0008 16200 42 AV S AOT DEVPERM LDR V -N 000 North: HIGHLINE Contractor License No: SKAARCI184KD OCCUPANT CRESTVIEW RESERVOIR Phone: 16200 42 AV S, TUKWILA WA 98188 OWNER HIGHLINE SCHOOL DIST 401 15675 AMBAUM BLVD SW, SEATTLE WA 98166 CONTACT KEITH HARRIS Phone: 206- 824 -0375 HIGHLINE WATER DISTRICT, PO BOX 3867, KENT WA 98032 CONTRACTOR SKAAR CONSTRUCTION INC PO BOX 1558, AUBURN, WA 98071 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: RELOCATION OF EXISTING PARK PICNIC SHELTER. There are no Public Works activities associated with this project. ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 8,688.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 280.46 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature: DEVELOPMENT PERMIT Occupancy: UBC: 1997 Fire Protection: NA .0 South: .0 East: .0 West: .0 Sewer: SEPTIC Slopes: Y Streams: Permit No: Status: Issued: Expires: D99 -0095 ISSUED 08/19/1999 02/15/2000 Date: 19 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. Signature: � 00. Date: (2- "\ ' Print Name: A Crl , t__ �? �?�5__C; _._Sela'Q_ This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Permit No: D99- ;0095 ..Suite..... } Tenant Address: 16200 Status: ISSUED. Type: DEVPERM Applied: 03/23/1999 Parcel #:: 537980-0008 Issued: 08/1,9/1999 ********************************************* *** * * * * * * * * * * * * * * * * * * * * * * * ** Permit Conditions: 1. No changes will be made to the plans unless approved by the Engineer and the Tukwila Building, Division. All permits, inspection�,records, and eppriov.ed plans shall' be ;available s le at:the job prior to the start of any con- struction. Thesedocuments are to ,be. maintain'ed and avai'1 ;able until . final,inspectian, approval is granted Electrical pe •shial 1, be,a obtained through the Washington ':io .State Divis of Labor, and Industries and all electrical: work wi 11 ,be i ec ed by. by that a enc ` °'( 48- 6630) Plumbin !*rmits's,hhll be obtained. through the Seattle-Kin County. ,Department of l i c Y Hea Plumbing , w i 1 1. bey inspected by that agency; l nc l ud i ng' all gas p i ping '(296-4722)-. `' . ;mod the . fty 4 of , Tukwila. ;All !COnstruction to be, done conformance with approve plat s�, acrd requ,i reme,nts of th'e Uniform Bu i'1 di ng Code ,(1997; Edition) asp amended -,. Uniform' Mechanical Code (1997 Edition) anon, Wash i.ngton State Energy ,Code` (199:7, Ed,i tsi on) . S :Va10dity of. Perini t.. The issuance'.of; ;a permit or approval plans, specifications, 'andi cornputat.ions shall not be con 'strued . to be a, permit for, ,,or an approva,l any violation i r n .t of any of the provisions `f the ,bu,i l d'i ng`code or of any other';ord Nance, of the jurisdiction. No permit presuming' give . author.l ty to violate or cance the t provi s l ons 'of th i.s code °shall, be valid 'When sp'.ecia1 inspection is requied: either the owner, ar.ch i tect or eng i neer shall notify the Tukwila ',< i 1 d i ng yr `Division, of appointment of the , inspecti'on• agencie.s:.,prior..;.to the firstbui ld.ing' inspection. Copies of all spec�lal , inspection eports. shall be submitted,to the Bui.lding Division in :'a: i me l y manner., Reports: shall contain ,address project name', .permit number and type' o.f inspectiora;''h.eing performed. 9. The special inspector shall''`submita''fi°nal sai;gned'report stating whether the work`s r. 1 r i ncg ,.spoci a'lj•'' •nsp i on was, to the best of the inspedtor.'.'.s" " >knowle din conformance with approved plans and specificat"ions and the applicable workmanship provisions of the UBC. 10. Notify the City of Tukwila Building Division prior to placing any concrete: This procedure is in addition to any requirements for special inspection. 11. All structural concrete shall be special inspected (UBC - Sec. 306(a)1). • Description of work to be done: Relocation of existing park g p picnic shelter Existing use: ❑ Retail ❑ Restaurant ❑ Multi - family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Morel /Hotel ❑ Office ❑ School /College /University ❑ Other Recreational area /park [ Project Name /Tenant: Crestview Reservoir Will there be a change of use7 ❑ yes ® no I Value of Conslctlon: tYaft Site Address: 16200 42nd Avenue S. City Stale/Zip: Tax Parcel Number: 537980 -0008 Property Owner: Highline School District #401 ❑ yes 1!J no quantifies & Material Safely Data Streets Phone: (206) 433 -2252 Street Address: City Stale /Ziip: 17810 8th Avenue S. Burien, *WA 98148 Fax N: Contrac 5h cta, r Cons frvci Phone: Street Address: i3 x / S A S J A0 J r �, P: Fax N: Architect: Phone: Street Address: ^ Engineer: Clly Stale /Zip: Fax N: Mike 011ivant, P.E. /Parametrix, Inc. Phone: (253) 863 - 5128 Street Address: City Slate /Zip: 1231 Fryar Ave., Sumner, WA 98390 Fax N: (253) 863 - 0946 Contact Pei o Mk ie 011ivant Phone: 2 5 3) 863-5128 Street Address: 1231 Fryar Ave., Sumner, WA 98390 City Slate /Zip: Fax N: (253) 863 -0946 Description of work to be done: Relocation of existing park g p picnic shelter Existing use: ❑ Retail ❑ Restaurant ❑ Multi - family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Morel /Hotel ❑ Office ❑ School /College /University ❑ Other Recreational area /park Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse 01 lospital ❑ Church ❑ Manufacturing ❑ Motel/lintel ❑ 011ic ❑ School/College /University ® Other Relocate _exi sting picnic Will there be a change of use7 ❑ yes ® no I �Ii City operated gar Existing fire protection features: ❑ sprinklers ❑ automatic lire alarm ❑ none ❑ other (specify) Building Square Feet: 1 , 120 existing new 1 Area of Construction: 257,, sq. ft. Will there be storage of flammable /combustible hazardous material in the building? Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating ❑ yes 1!J no quantifies & Material Safely Data Streets CITY OF TUKV "LA Permit Center 6300 Soullcenfer Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 New Commercial / Addition / Multi- Family Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be deterinlned by the Public Works d epsrtmenl) ❑ Channetizatlon /Striping ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault)N: Size(s): ❑ Flood Control Zone ❑ flouting ❑ Land Altering 0 Cul cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Tirne:. End Time: . ❑ Sanitary Side Sewer N: ❑ Sower Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt N: Size(s): 0 Deduct 0 Water Only ❑ Water Meier /Permanent N Size(s): ❑ Water Meter Temp N Size(s): Est quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and Is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit Is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined In Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Dete application accepted: • -Z3 Dale application expires: Appl/cajlon taken by: (Millais) PLEASE SIGN BACK OF APPLICATION FORM • 1 STAFF USE ONLY Pro�e , 'Nunibsii Permit luinberi BUILDING OWNER OR AUTi • IZED s - T: I Dale: Signalun �- Prinl name: �, z1/4,,,-- /� /� ii. [/ ldo•vr Phone: Z53 I9L3 - 5a Fax M: 2 . 3 - AV? -d94re 4..},a 9.53, Address: /2 V /-e/ s e . e gGY yea City /Stale /Zip: �' 5�� Aj • » ALL DRAWINGS TO BE Sic ..,PED BY WASiINGTON STATE LICENSER .CIUITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER D ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN D BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED NM SUBMITTED ❑ B Copy of recorded Legal Description from King County ▪ ® Certificate of water /fire flow availability (Form 11.11a). Contact the Public Works Department (206) 433- ` 0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Metro: Non - Residential Sewer Use Certification If there Is a change In the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Five (5) sets of working drawings, which include ❑ ® Site Plan 1. North arrow and scale. 2. Existing and proposed utilities and existing hydrant location(s). 3. Properly lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements. . 4. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions. 5. Location of driveways, parking, loading & service areas, with parking calculations & location & type of dump - ster recycling screening. 6. Location and screening of outdoor storage. 7. Limits of clearing /grading with existing & proposed topography at 2' Intervals extending 5' beyond property's boundaries, erosion control measures & three buffer protection measures. 8. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers (TMC 10.45.040). 9. Identify location and size of existing trees, note by size and species those to be maintained and those to be removed. 10. Landscape plan with irrigation: Existing trees to be saved by size and species. Proposed: Include size, species, location and spacing. Location of service areas and vault with proposed screening. 11. Location of high water mark of he Green /Duwarnish River if site is located within 200' of the high water mark. 12. Lowest finished floor elevation (if flood control zone permit required). 13. Civil plans to include size of water supply to sprinkler vault with documentation from contractor staling supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. 14. See Public Works Checklist for detailed civil/site plan information required for Public Works Review (Form 11-9). ❑ ® Vicinity Map showing location of site ❑ ❑ Building Elevations (Include dimensions of all building facades and major architectural elements) ❑ ❑ Mechanical Drawings ❑ © Structural Drawings (detail of sprinkler hangers, pipe, duct & vent penetrations in structure) ❑ ❑ Architectural drawings ❑ © Specifications (If separate document) ❑ © Structural Calculations ❑ ❑ Sprinkler structural calculations Indicating load of water - filled sprinkler piping ❑ ❑ Height Analysis ❑ ® Solis Report stamped by Washington State licensed Geotechnlcal Engineer ❑ © Topographical and Boundary Survey a a Tree Coverage Analysis (Multifamily only ) ❑ ❑ Washington State Energy Code Data and Non - Residential Energy Code Compliance Form H -7 ❑ ❑ Completed Land Use Applications If not previously submitted (i.e. SEPA, BAR, Variance, Shoreline or Tree permit) ❑ ❑ Attach plans, reports or other documentation required to cotnply with Sensitive Area Ordinance or other land use or SEPA decisions ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Pub- lic I lealth Is located at 201 Smitti Tower, Seattle, WA or call (206) 296 -4787. (Form 11 -5) ❑ ❑ Copy of Washington State Department of Labor and Industries valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the C = p fl s issue eci by { its itu1io;tAtug3�l��li�let�pf �Q�tIR9 �. . lratlon ". f Building Ownor /Authorized Agont If the applicant Is other than the owner, registered nrrhltocbengineor, or contractor licensed by the State of Washington, a I nolnrizad loiter horn the property ownor authorizing the agont to submit this penult application and obtain the penult will be required as part of lids submittal. I IIEREBY CERTIFY TiIA Ti IMVE READ AND EXAMINED TiIIS APPLICATION AND KNOW TiIE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY TiLE LAWS OF TiIFS F WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. NCIT..RMIT.DOC 1/29/97 ■ r ev *' * * * * * * * * * * * * * * * * * * * * * * * * ** * * * ** ** * * * * * * * * * * * * * * * * * * * * * * * CITY OF • TUKWILA, WA ;� . Q a` TRANSMIT * * * * * * * * * * * * * * * * * * * * *** *fir *)k * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TRANSMIT Number: R9800129 Amount: 171.75 08/19/99 14:56 Payment Method: CHECK. Notation: HIGHLINE WATER Init: CAS ';Permit No: D99 -0095 Type DEVPERM DEVELOPMENT PERMIT parcel No: 537980 - 0008.• Site ;Address: 16200 •42 AV 'S • Total Fees:. 280 46` Th i. -= Pe9me,nt . 1 171.75 Total ALL .Pmts >. 280.46 Balance': .00 ******************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Account Code Description 'Amount 000/322.100 BUILDING'- NONRES 167.25 000/3$6.904 STATE BUILDING SURCHARGE :4.50 1 :•4 7 t a. n. s eftL` 1`�e rt.'r �.r Ga'C.- EYJi�S.i.. n. a. {�; + {i �W ?- ",��5 } i •�1; 1•�,:.i °.':fir: •.r+ if. ,�+;. ",' +15; - IAC 1 T( ;01 .. e . . , :ritiljiSMIT ' ...******:*.•*,1‘ .A*.A -a* A**/„■.*4,,;%******4,4**/,.*** TitAN thclunt; 11 1ATER D , 'Irtit:.BLH rerm v , .• : 8.71 03)23/ .11:17 P. 4e:""9- H-L " 7-"."---;cjt,LripmENT PERMIT - ' li r1.-CCK Ntivation: HIGHLT.1E __,.......,.. __ .........7 .*::• - t 777 7 „ - - - . D9q 6 095 :.. • i' : 'D EY PE M DE- . ''... ,, "9!' w" - PM-el c. No: a 3 7 9 8 0 00()B , v 8 f4 .180 ALL Pit;; 1 r, , Site kddi,,ess: 16200 '4' Totid FL': ', i .4c/871 :46 11 .A . i i ,; ' ; PE : .m .4* erl ik t n:t : ik '' .i.,. 1: i:it*--.. ' 13 :1■ 1 1i, n* *.A4. ' IcA**A Adcouht Cotre. ' .. . Dpscriptioii i 000/345:830 : PLAN 'CHECK -. NONitS, - J.00..71 .-, ----..------- --- --- ----- -,---- ---.....--- -.- -.7- ------------ , ',.... 1t33&03/26 9111 IOTAL 108.71 INSPECTION RECORD ; Retain a copy with permit Special instructions:;: Requester: Phone: INSPECTION NO.. C ITY :OF TUKWILA.BUII:DING DIVISION :6300,Southcenter Blvd,. #100, Tukwila, WA 9818 PERMIT NO. (206)431 -367 pproved per applicable codes. U Corrections required prior to approval. COMMENTS::;; Inspect r• Date: r Oki 0. $47,00 REINSPECTIOt' E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: Piojecp--- / ( e9 . /4 ) Type of Inspectib A » Address: -, Date ca r Special instructions: / ' Date wa ted: Requester: Phone: : INSPECTION RECORD Retain a copy with permit INSPECTION NO C11,1 OF TUKWILA BUILDING DIVISION 6360 Southcenter Blvd, #100, Tukwila, WA 98188 • Approved per applicable codes. PERMIT NO. (206)431-3670 ic")- 3 A= /,e 7 Corrections required prior to approval. Date 2 ,0/ 0 $47.00 REINSPECTION tE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, Receipt No: Date: d y. ro e je s ct: pesep.villy ; T ) 1n ry fspe a th'o . f i ‘ : ria.41v, ' :..7 Address: .;... )lo x:10 LI 7- Av Cra;s,c9Iled: P c if c) I Special instructions: • , D ted ? 7a a.m. P.m. ilwiester: 1 1 0 fr) .. Phone: .20(r) •—• R2 t--( "-. 0 3 75 ' .•• ••. • • '• INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila,,WA ,913188 EI Approved per applicable codes. INSPECTION RECORD Retain a copy with permit N9- 0b951 PERMIT NO (206)431-3670 )\' COMMENTS Corrections required prior to approval. A im „, „,, _ • • $47.00 REINSPECT! FIE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: C A l f — ••••... • • .s For Public Works Department evaluation and approval of site plans: (To be combined on permit application site plan) • Indicate scale of drawing • Identify location by address or distance to nearest intersection • Identify public right -of -way & any ease- ments • Commercial site plans require licensed Engineers Stamp CURB'.CUT/ACCESS/SIDEWALK •+- CHANNELlZ4 TION/STRIPING: + El: Dimensions 10, 21, 20 II Typed suifadng:- asphalt; crushed rode ;: (&thidcltess) la:. Percent of slope &runoff direction: 1i15 • Sits of a rb cuts/locations Vehicular& pedestfrann trafticfadlities,.wittr signing; striping,. wheelchair ramps, :aub:cuts- Campanili only City of Tukwila Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 • = Residential + = Commercial FIRELOOP/HYDRANT • +• 3rI • Type of pipehydrant 6, 19• :: Size ofpipestocation• 1 :• Location &.type of altvalves: Type of bedding. & baddtil: mateiia/pensant:. compaction Distance from structures,. stoma & sewerfad1t;•• •. ••• ties. , . Q:.. location' &•size of thrust blocking::: 112: Sprinkler vault detail 23 FLOOD ZONE CONTROL.* t • 3 c .. 11 avaffable from Public Works Q: Lamest finished floor elevation: ja• Contours. &.elevations per national Geodetic • Ventral Datum (Contact Publi•.Works•Dept): :LAND ALTERING ♦ + (Dearing alt' &fip) £1. 'Contours (as. required for building permit submit. tai 2' contours) showing existing & proposed: contours C. Estimate of yardage, both art & fr. II Erosion control plan with temporary & perma- nent measures 3 , 11 , 4 • All utility construction is to meet the City of Tukwila Standards (available for review at the Public Works Department). The Public Works Department will review your site plan for the following approvals: PLEASE PROVIDE THE FOLLOWING INFORMATION: OHAULJNG/MOVING OVERSIZED' LOAD• +. (Submit. cur: 8= t/2 x:11' paper) • Quantities of materials to be. hauled to and/or: from the site: C: Haul route map (6 copies): et: Copy of. Certificate ofins :coverage • (minimum 51,100;00(4: • 52,000 bond (hating only);.$5,00D bond: (Moving hoar ) made out to the City of _Tukwila. or Seaac rs Dimensions (Lx H) of overall load - Moving Oversized: Load Q: Tukwila House Movers License- Moving Oversized. Load Only ($50) C = 'Ib be p cwiiia3 bi District upal mhecticn of de Ctntracixr PUBLIC WORKS SiTE PLAN /CIVIL DRAWINGS REQUIREMENTS O LANDSCAPE !RRIGATIOK +• • [:canon of Department of Health approved: double .chedt :valve: . 23 Type of pipe-copper; high density molecular '.'plastic ductile: f81 Sire &depth of pipe • Size of meter &.box: Lo to & elevation meter. box. (water meter elev. rat pemnanent &exempt) Clearty.shaw.whedier.tap an on:main or:dcmestfc service. Location & type of tap Z : Type of bedding & backfilt materiaflpen;ent of: compaction O SANITAR SIDE SEWERI Q: SEWER MAIN EXTENSION' • + • Type of pipe (concrete, PVC, etc): • Size ot pipalexation., • :: Q : • Percent ofslope on ptpetlengttt of run ConneCton point(S) to existing:system: Q'' Location: of deanout(s) &test Tec(s), manholes: (sewer main extension only) Q: Type of bedding & bacidiif =total/permit of compaction .. • CI: lhvexf elevations at structures &:Junctions:;. • (sanitary side sewer.°My) Q Provide monthly service billing information. (sanitary side: sewer only): dig STORM DRAINAGE • + (Include existing: topography d' proposed grading &surfacft g)' 12 la:. Type of pipe - concrete, ADS, etc. M• Size of piperlocatlon ill' Percent of slope on pipeciength of run la Location of all structures H -9 Q Sq. area to be drained; incfnd'rtg,rmfa: 51: Type: of bedding & backfilf material; percent °V compaction: Invertor.ffow line elevations: a: >STREET'U • + 0: Complete desaiption of proposed activ .. ity /proposed schedule (times/dates), x 11 sheet) Q.. Map with address & outline of limits of adtvay relative to public right-of. -way &&easements: 13. Proposed traffic contra /detour (per Manual of Uniform Traffic Control. Devices ;.contact Public Works} Q: WATER MAIN EXTENSION *+ 3: • Type of pipe- copper; PVC, eta.. 3.: Size of pipefocation/depth• 3: Hydrant typeslfocaionsladdress of hydrant' . location:...: lit' Valve types & locations.. Et • Coil neaton points) to existfng.system<. it. . Type of connection: (live tap;: tee, etc:)llocation: 3' location: &size of thrust blocking MK Size & location of mains,. induding.elevations. • (profile) . 9° O WATER METER EXEMPT*. 6: 0. PERMANENT /TEMPORARY'• + Q :•• Diagram: of domestic systenvtie Mot exempt meter . • Number/Account for existing domestic meter (exempt meter only); . ::...... Size & type of material of rnetet ;;service:& me-• ter bac. : Location &elevation of meter box (permanent water meter only) ffi' Type of pipe - (copper,. high density molecular plastic, ductilea permanent water meter onty ).. la. Location &type ot•tap (permanent water meter only) la. Type of bedding: &. badcfill materiaislpercent: compaction: (permanent.water meteronly). Q': Water deposit biliinglrefund• infammation • monthly service information (forma available at: Public Works Department) RECEIVED CITY OF TUKWILA MAR ? 3 1999 PERMIT CENTER 4/98 FOR FURTHER CLARIFICATION ON PUBLIC WORKS SUBMITTAL REQUIREMENTS OR FOR FURTHER ASSISTANCE PLEASE CONTACT THE PUBLIC WORKS DEPARTMENT A (206) 433 -0179 Highline Water District, Engineers Estimate of Probable Cost Phase 11-7.6 Million Gallon Reservoir Improvements By: Michael 011ivant P.E. Checked By: Date: Item Description Units Quantity Unit Cost Total Cost B/d Item 1 Mobilization LS 1.00 5200,000.00 Bid Item 2 Trench and Site Safety Sheet Pile Shoring SF 11,000.00 $28.00 $308,000.00 Shotcrete SF 25,000.00 $2.00 $50,000.00 Pipeline Shoring LS 1.00 $1,000.00 $1,000.00 Subtotal Trench and Site Safety 5359,000.00 Bid Item 3 Traffic Control Flagging and Signage Day 80.00 $400.00 $32,000.00 Road Cleanup . Day 120.00 $200.00 $24,000.00 Subtotal Traffic Control 556,000.00 Bid Item 4 Concrete Water Reservoir Clearing and Grubbing AC 2.00 $2,500.00 $5,000.00 Reservoir Excavation CY 83,000.00 53.00 $249,000.00 Excess Excavation Removal CY 44,000.00 54.00 $176,000.00 Onsite Stockpile CY 34,000.00 51.00 534,000.00 Reservoir at 7.6 Million Gallons (1) Mil. Gal. 7.60 $280,000.00 $2,128,000.00 Site Fencing LF 1,000.00 $20.00 $20,000.00 Modular Block Retaining Wall SF 480.00 $20.00 $9,600.00 Reservoir Drainage Cover SY 3,800.00 510.00 $38,000.00 Underdrain System LF 540.00 $15.00 $8,100.00 Catch Basins EA 2.00 $750.00 $1,500.00 Reservoir Native Sand Cover CY 5,000.00 $5.00 $25,000.00 Reservoir Vent EA 2.00 $7,000.00 $14,000.00 Reservoir Access Hatch EA 2.00 $5,000.00 $10,000.00 Reservoir Stairs LS 1.00 $15,000.00 $15,000.00 Erosion Control LS 1.00 $5,000.00 $5,000.00 Dust Control LS 1.00 $2,000.00 $2,000.00 Electrical Conduit 2 In. LF 2,000.00 $6.00 $12,000.00 Hand Holes EA 2.00 $500.00 $1,000.00 Water Line 24 In. Dia LF 420.00 $95.00 $39,900.00 Water Line 18 In. Dia LF 281.00 580.00 $22,480.00 Water Line 12 In. Dia LF 308.00 $65.00 $20,020.00 Casing 40 In. Dia. LF 136.00 $175.00 $23,800.00 Casing 30 In. Dia. LF 284.00 $150.00 $42,600.00 Subtotal Concrete Water Reservoir 52,902,000.00 Bid item 5 Park Restoration Irrigation System LS 1.00 $65,000.00 $65,000,00 Water Line Improvements LF 200.00 $40.00 $8,000.00 Lawn Restoration AC 2.00 $5,000.00 $10,000.00 Plantings LS 1.00 $50,000.00 $50,000.00 Asphalt Path & Parking Lot Rest. SY 2,400.00 $18.00 $43,200.00 Picnic Cover Remove and Replace LS 1.00 $8,000.00 $8,000.00 Misc. Removals and Replacements LS 1.00 $5,000.00 $5,000.00 Final Cleanup and Fence Removal LS 1.00' $7,500.00 $7,500.00 Subtotal Park Restoration 5198,700.00 Total Bid Items 1, 2,3,4, and 5 53,713,700.00 Sales Tax at 8.6% $319,378.20 Total Phase 11- Reservoir Improvements $4,033,078.20 } Highline Water District Reservoir and Associated Improvements RECEIVED CITY OF TUKWILA MAR 2 3 1999 PERMIT CENTER Page 1 2/26/99, 10:51 AM, Tukwila Highline Reservior Est.22399 understand that the Plan Check approvals are omissions and approval o sii },�ect to errors and 4-:s4G riots not authorize the vloaetotnoff con Y adopted code or ord,t�a� ans acicnd+lvi • e � . If actor's copy of approved p -I 160TH STREET ONS . END 6' niGn .000 FENCE I BEGIN PERMANENT 6' HIGH CHAIN LINK FENCE N 170718.46 E 1262444.65 I r 1 r282439.62 6' TIP 6' HIGH CHAIN LINK FENCE l `! N 170443.63 ¢�ij E 7282439.86 S - - . .;, 0 .' I ax r tKSOEO M. OLLIVANT (4 46A/X. t,,�it� �K. BOSTON END PERMANENT 6' HIGH CHAIN LINK FENCE BEGIN TEMPORARY 6' HIGH CHAIN UNK FENCE N 170715.76 E 1282604.12 12 TYP FENCE CORNER N 1 0711.42 E 1282764.07 SPOILS STOCK PILE AREA (APPROXIMATE) - RESERVIOR BACKFILL - NATIVE SAND RESTORATION 39 000 � f A PLAN SCALE: 1 - =40' I -10' MIN 'EXPIRES: 9 -12 -00 r -,. v , , . L , =_ � • ° • V / 11 — R — � 7fi 1F- 1E--- 1F -1t—� CONNECT TO EXISTING 6' CHAIN LINK FENCE N 170441.25± E 1282759.36± "—EASEMENT LIMITS 0 1 2' TWO INCHES AT FULL SCALE iF NOT SCALE ACCORD CL" soul cum JANUARY 1999 Parametric, Inc. WASHINGTON Sumner Bremerton Kirkland OREGON PaUOnd TEXAS .:I D PROJECT NAPE HIGHLINE WATER DISTRICT WATER STORAGE IMPROVEMENTS PROJECT 7.6 NIL GAL. RESERVOIR CONTRACT 98 -70 -12 TUKMALA. WASHINGTON �o! "°- 21- 2714 -01 1 F E " 27140111 GENERAL NOTES: 1. CONTRACTOR SHALL CONTAIN CONSTRUCTION ACTIVITIES WITHIN FENCE LIMITS UNLESS NOTED ON PLANS. ZEXISTING PARK IMPROVEMENTS SHOWN 70 BE RELOCATED SHALL BE REINSTALLED WITH 1N -KIND MATERIALS. CONSTRUCTION NOTES: LIMITS OF CLEARING AND GRUBBING. REMOVAL OF O 1 STRUCTURES AND OBSTRUCTIONS. INSTALL SILT FENCE AT CLEARING AND GRUBBING LIMITS. SEE DETAIL 0 EXISTING TREES AND UNDERSTORY SHOWN HIGHLIGHTED SHALL NOT BE REMOVED. THE ENGINEER WALL MARK TREES AND UNDERSTORY 70 REMAIN PRIOR TO CLEARING AND GRUBBING OPERATIONS. 0 EXISTING TREE LINE. ALL TREES 70 BE REMOVED EXCEPT WHERE NOTED. O 6' HIGH W000 FENCE SEE DETAIL O 6' HIGH TEMPORARY CHAINUNK SECURITY FENCE SEE DETAIL CONTRACTOR SHALL REALIGN EXISTING 6' CHAINUNK FENCE BETWEEN CLEARING AND GRUBBING AREA AND STOCKPILE AREA. O REALIGN EXISTING CHAINUNK FENCE AND REMOVE SILT FENCE BETWEEN CLEARING AND GRUBBING AREA AND STOCKPILE AREA 0 REMOVE EXISTING SEPTIC TANK AND DRA INFIELD. CONTRACTOR MAY CAP EXISTING DRAINFIELD PIPE IF OUTSIDE RESERVOIR ExCA VA T/ON LIMITS, SEE DETAIL 2 8 CAP UTILITY LINE. SEE DETAIL 9 PROTECT EXISTING SHRUBS 0 REMOVE ASPHALT PAVEMENT. CURB. AND SIDEWALK OUTSIDE OF FENCE 1.1u1.15 °L`IJ .CONTRACTOR SHALL SAWCUT EXISTING ASPHALT OR CONCRETE AT REMOVAL LIMITS. 0 REMOVE AND RELOCATE EXISTING PICNIC SHELTER. TABLES. BARBECUE. AND TRASH CAN. SEE DETAIL SEE SHEET 10 FOR RELOCATION AREA 0 REMOVE AND RELOCATE EXISTING PICNIC TABLES. TRASH CAN AND /OR BENCH. SEE SHEET 10 FOR RELOCATION AREA. CONTRACTOR SHALL PROTECT EQUIPMENT PRIOR TO RELOCATION. 0 PRIOR TO FINISHED LANDSCAPING ALL TEMPORARY CHAIN UNK FENCE AND SILT FENCE 70 BE REMOVED. TEMPORARY CHAIN LINK FENCE WILL BE THE PROPERTY OF THE CONTRACTOR. 0 PARKING FOR PUBLIC USE ONLY. ALL CONSTRUCTION PARKING AND ACTIVITIES SHALL BE KEPT WITHIN THE FENCED CONSTRUCTION AREA. 15 PROTECT EXISTING FIRE HYDRANT. 16 CHAINLNK GATE CONSTRUCTION ENTRANCE. 17 REMOVE AND RELOCATE EXISTING BOLLARDS & WOOD GUARD RAIL, SEE SHEET 10 FOR LOCATION. 0 REMOVE AND RELOCATE EXISTING HANDICAP SIGNS. SEE SHEET 10 FOR LOCATION. RECEIVED CITY OF TUKWILA MAR 2 3 1999 PERMIT CENTER ►� r • I.I.ir CLEARING AND GRUBBING SPOILS STOCKPILE PLAN 4 24 .1 uFi111N1!�I����I'Nit��l•I� . I.1. !f END PERMANENT 6' HIGH CHAIN LINK FENCE BEGIN TEMPORARY 6' HIGH CHAIN UNK FENCE N 170715.76 E 7282604.12 SPOILS STOCK PILE AREA (APPROXIMATE) - RESERVIOR BACKFILL - NATIVE SAND RESTORATION 3% .C� the Plan Check approvals are I understand that omissions and approval of si ,},�jectto a = rocs andom eS not authorize the violation of con- adl�pted code f approved ans aticr►owi � • • a • . trae ;�aT's copy o SOUTH 160TH STREET 110 END 6 HIGH WOOD FENCE BEGIN PERMANENT 6' HIGH — CHAIN LINK FENCE N 170718.48 E 1282444.65 6' TYP BEGIN 6' HIGH WOOD FENCE END HIGH CHAIN UNK FENCE N 170443.63 £ 7282439.86 0 TWO INCHES AT FULL SCALE IF NOT SCALE ACCORDINCL'r SCALE DAZE 1' 1'= 40' JANUARY 1999 PLAN SCALE: 7' =40' JEXPIRES: 9 -12 -00 Parametrix, Inc. WASHOIVIGN Spa B r em erton Kirtland CONNECT TO EXISTING 6' CHAIN LINK FENCE N 170447.251 E 1282759.361 EASEMENT LIMITS OREGON Portland TEXAS Ha"11an lG pt\tlSlON P11OECt NAPE HIGHLINE WATER DISTRICT WATER STORAGE IMPROVEMENTS PROJECT 7.6 MIL GAL RESERVOIR CONTRACT 98 -70-12 TUKMLA. WASHINGTON J0° Na 21- 2714 -01 J "LE " 27140111 { a C .21 17612 I 751;p1,7 2ALadk'iiiii2Li6 : • ; m9 Miril ; -' ..A 4 k �annaanaavaaaa4aannc�.a`. ddddddddddddddddddddU NNNryryQPh"N1 PM^1 �'I �t-PfR NORTHING LASTING DESCRIPTION 770600.08 1282706.26 CORNER OF SHELTER 770588.28 1282750.17 CL PATH; TEE 170644.00 1282757.42 CL PATH; TEE 170660.54 1282751.33 EDGE OF PATH 170660.63 1282769.11 EDGE OF PA 170643.65 1282772.91 CL PATH: MA TCH EX 170633.33 1282713.70 CL PATH; ANGLE PT 170637.83 1282698.37 CL PATH; TEE 170654.25 1282665.50 C1. PATH: ANGLE PT 170512.33 1282568.56 CL PATH; TEE 170509.80 1282575.76 CL PATH: ANGLE PT 170426.92 1282496.55 CL PATH; MATCH EX 170421.97 1282550.00 CL DRIVE: MATCH EX 170477.08 1282609.58 ' CL DRIVE 770444.74 7282624.95 PL; EDGE ASPHALT 170442.46 1282732.93 PL; EDGE ASPHALT 170502.44 1282734.27 PL; EDGE ASPHALT 770503.77 7282671.28 PL; EDGE ASPHALT 170493.77 1282677.06 PL; EDGE ASPHALT 170485.95 1282662.89 PL EDGE ASPHALT 170436.93 1282608.67 ELiC METERS 1 27 17855 48 1282732.45 EDGE PATH 745 170149.31 1287778 94 END OF CONDUIT 1 f 02 1282749.82 0. PATH; TEE 146 770139.18 1282717.94 ENO OF CONDUIT 1 1 7 .8 1282723.09 CORNER OF SHELTER 147 170520.69 1282537.99 CL ACCESS HATCH 148 170497.79 1282601.90 0. ACCESS HATCH R DOH 1 1 1 1 1 1 1 SCALE 1" = 30' O 1. Two .NC.+ES AT EuLL SCALE NOT SCALE •CCOgC CL- Parametrl:, Inc. WA9 INGTON Sumner Bremerton K'rkion0 OREGON Portland TEXAS EDGE OF RESERVOIR • 2/12/99 BS OESCHED M. OLUVANT MTO - Lames K. BOSTON " :n PLAN SCALE: 1 " =30' w rEBRUARY 1999 • 'EXPIR 9 -72 -00 PARKING LOT WITH EXTRUDED CURB AS SHOWN SEE TYPICAL PAVING SECTION 0 2 • • WITH 6' C900 PVC REPLACE 70LF OF 6" AC Vt1O[= MuiL HICHLINE WATER DISTRICT WATER STORAGE IMPROVEMENTS PROJECT 7.6 MIL GAL RESERVOIR CONTRACT 98 -70 -12 TUKWILA. WASHINGTON ' MO 21- 2714 -01 ' "'E ""r-' 27140112 C1V Of TUKWILA APPRO jai 2. 1 1999 rn+) reJ LEGEND: HORIZONTAL CONTROL POINT DESCRIPTOR (NUMBER) KEY NOTE EXTRUDED CURB 14000 GUARD RAIL w00D BOLLARDS RACIUS R GENERAL NOTES: 1. CONSTRUCTION EQUIPMENT SHALL NOT EXCEED HS -15 LOADING OVER RESERVOIR STRUCTURE. O O SHALL BE CCNSTRUCiEO PRIOR 70 CLEARING AND GRUBBING CF RESERVOIR SITE 12 CONSTRUCT ASPHALT PATH AND HYDROSEED PRIOR 70 CLEARING AND GRUBBING OF RESERVOIR 577E CONTRACTOR TO CLEAR AND GRUB PATH AREA 70 SOUTH PROPERTY LINE. HYOROSEED AREA SOUTH OF PATH AREA. O CONSTRUCT MONOLITHIC CCNCRETE CURB AND SIDEWALK, SEE SECTION Q KITH ASPHALT RAMP, SEE DETAIL 2. STRIFE PARKING LOT AS SHOWN INCLUDING HANDICAP SYMBOLS KEY NOTES: O REPLACE W000 GUARD RAIL RELOCATED FROM SHEET 4. O REPLACE 20 W000 BOLLARDS 5' O.C. RELOCATED FROM SHEET 4 AND INSTALL NEW BOLLARDS. NEW CEDAR BOLLARDS SHALL MATCH EXISTING AND SHALL HAVE A MIN OF 4 DFC CCAFE. p INSTALL REMOVABLE 14000 BOLLARD(S) SEE DETAIL REPLACE HANDICAP SIGNS FROM SHEET 4 REPLACE PICNIC SHELTER FRCM SHEET 4. SEE DETAIL REPLACE TRASH RECEPTACLE FRCM SHEET 4 REPLACE PICNIC TABLE FROM SHEET 4 O REPLACE BENCH FROM SHEET . 4 O INSTALL EXTRUDED ASPHALT CURB SEE DETAIL e G 0 INSTALL 4" PVC PIPE FOR IRRIGATION PIPE SLEEVE AT 18' DEPTH. 0 CONSTRUCT MCNOUTHIC CONCRETE CURS AND SIDEWALK WITH WHEELCHAIR RAMP SEE DETAIL B J DING DIVISION to UNDERGRCUND UTILITIES. SEE SECTION 15 RESERVOIR VENT BENCH, SEE DETAIL 16 INSTALL 6' RICH CHAIN LINK FENCE SEE DETAIL 17 RESERVOIR ACCESS HATCHES. SEE SHEET 18. C OF TUKWILA MAR 2 3 1999 PERMIT CENTER ER SITE CIVIL PLAN SHEET MO 10 24 0 NORTHING EATING DESCRI TICK 0 NORTHING FAS TING DESCRIPTION 100 170172.89 7282980.87 CL PATH; MATCH EX 124 170600.08 1282706.26 CORNER OF SHELTER 101 170142.64 1281943.56 CL PATH 125 170588.28 1282750.17 CL PATH; TEE 102 770132.01 1282893.37 CL PATH 126 170644.00 1282751.42 CL PATH: TEE 103 770739.55 1282843.48 CL PATH 727 770560.54 1282751.33 EDGE OF PATH 704 170147.98 1282793.38 CL PATH 128 170660.63 1282769.17 EDGE OF' PATH 'CL 105, 170141.53 1282743.31 CL PATH 129 170643.65 1282772.91 PATH; MATCH EX 106 770145.79 7282693.84 CL PATH 730 170633.33 1282713.70 CL PATH; ANGLE PT 107 170140.99 1282643.16 CL PATH 731 170637.83 1282698.37 C1. PATH; TEE 708 170165.80 1282593.97 'CL PATH 132 170654.25 1282665.50 CL PATH; ANGLE PT" 109 170794.73 1282555.16 GI. PATH 133 170572.33 1282568 56 CL PATH; TEE 110 170320.71 1282846.68 Q. PATH 134 170509.80 1282575.76 CL PA TH: ANGLE PT 717 170340.06 7282824.67 CL PATH 735 170426.92 1282496.55 CL PATH; MATCH EX 772 770369.33 7282797.50 CL PATH 136 170421.97 1282550.00 CL DRIVE; MATCH EX 113 170390.81 1282787.61 CZ. PATH 737 738 170477.08 170444.74 1282609.58 7282624.95 CL DRIVE P1.; EDGE ASPHALT 'PL; 114 170463.81 1282747.67 C1. PATH 115 170472.15 1282747.59 • C7. PATH; TEE 139 170442.46 1282732.93 EDGE ASPHALT 116 170472.45, 1282733.60 GL PATH; MATCH PL 140 170502.44 1282734.27 PL; EDGE ASPHALT 117 170506.14 1282748.35 CL PATH; TEE 141 170503.77 1282671.28 PL; EDGE ASPHALT 118 170508.14 1282748.40 CL PATH; TEE 142 170493.77 1282671.06 PL; EDGE ASPHALT 779 170507.67 1282770.54 a PATH; MATCH EX 143 170485.95 1282662.89 PL: EDGE ASPHALT 720 170537.42 1282732.09 EDGE PATH 144 170436.93 1282608.67 ELEC METERS 727 170557.48 1282732.45 EDGE PATH 145 170149.31 1282778.94 END OF CONDUIT 122 170572.02 1282749.82 SI. PATH; TEE 146 170139.18 1282717.94 END OF CONDUIT 723 170577.87 CORNER OF SHELTER 147 170520.69 1282537.99 CL ACCESS HATCH _1282723.09 148 770497.79 1282601.90 a ACCESS HATCH w0. IEIASOr4 0AW K oCSKAFD M. OLUVANT 0 t' _' -w0 .NCNES AT £U LL SCALE W NOT SCALE ACCCRC+NCL AS PER DOH 2/12/99 MiO DAM~ K. BOSTON I r".•;,f:IfT7."1 sr .0 r = 30' DAM FEBRUARY 1999 = RESERVOIR CONTROL LINE SEE SHEET 11 EDGE OF RESERVOIR TA • .,:-- ' is SCALE: 1' =30' \ 10' - - - - - - PLAN IEXPRES: 9 -12 -00 2 • • PARKING LOT WITH EXTRUDED CURB AS SHOWN SEE TYPICAL PAVING SECTION l01 REPLACE 70LF OF 6" AC wWTN 6' C900 PVC Parametrix, Inc. 2 WASMINGTON OREGON Sumner POrt1On t Stemerton TEXAS KiWOne Houston 1 i . 1 1 1 POW= MAYO HIGHUNE WATER DISTRICT WATER STORAGE IMPROVEMENTS PROJECT 7.6 MIL GAL RESERVOIR CONTRACT 98 -70 -12 TUKW7.A. WASHINGTON .011.0 21-2714-01 ( A C . . 27140112 LEGEND: HORIZONTAL I PONT DESC41 KEY NOTE EXTRUDED Cu wCCD GUARD w000 BCLLA>; RACIUS GENERAL 1 1. CCNSTRUCTIO OvER RESERv 2. STRIPE PARKI KEY NOTE: 0 REPLACE WCC O REPLACE 20 AND INSTALL MATCH EXIS7I O ! NSTALL REMC REPLACE HAA REPLACE PIGA O REPLACE TRA 8 n REPLACE P7C 8 REPLACE 9E1 O INSTALL Exr 0 INSTALL 4 ; 0 CONSTRUCT I WHEELCHAIR .HALL BE CL RESER VCIR 5 0 CCNSTRUCT AND GRUBBI.' GRUB PA774 SCUTH CF PI O CCNSTRUCT A SEC:ICN 21 0 UNCERGRCUN 0 RESERVOIR tit 0 INSTALL 6' H 0 RESERVOIR A tY h' c T'{ OF Tt 4,N1L APPROVED SUN 2 1 1999 Lt) Q �lir,SG DNISION EXIS TING SHELTER RE AND REPLACE NT . DETAIL SCALE: 1/4' =1' -0- 4 CHAIN LANK FABRIC, ONE PIECE TOP RAIL WD1H, 9 GA W/2" MESH � 9 GALV IMRE CLIPS 0 2' -0' 0.C. MAX f • LINE P057 ■ • �• • 9 G 0 O.0 MAX r BRACE R AIL q 3/4' x 3/16' 3/4' x 3/16' II TRUSS ROD TENSION BAR W/ BANDS ♦. � • ff ..:.:4:.. 7 CA TENSION WIR£ ���!j� W9i 'GRADE � \ i \\ `�, 12" DIA CONC FTG • CONC NOT REO'D FOR DiA'CONC V TEMPORARY FENCING _ �IPORAR Nov 10 MAX �a f { SPACE EQUALLY. TYP CHAINLINK FENCE DETAIL NO SCALE 4,10 as sy M. OLLIVANT DRAM K. HINDS WATER ANO POWER SERVICE 72" ABOVE SURFACE AND CAP CAST IN PLACE 4) 1 DIA GALV EYE BOLTS. TOP OF 90.7 SHALL BE FLUSH $W7H EXISTING GRADE. CHAIN PICNIC BENCH TO EYE BOLTS REMOVE AND REPLACE EXISTING PICNIC BENCHES USING EXISTING CHAIN AND LOCK (TYPICAL 4 PLACES) EXISTING 5 "x5 METAL POST CEMENT CONCRETE PAD 4" 141N DEPTH, BROOM FINISH TERMINAL POST CAP 1- 2 ' TWO INC HES AT NULL SCALE A - NO1 SCALE ACCOaO1N0.Y SCALE AS SHOWN DATE JANUARY 1999 Parametrlx, Inc. 11IA94eIGT0 Sumner erg." ef1011 CrigiOn4 oxamo TEXAS Ouston XPRFS: 9 -12 -30 2 EXISTING THROUGH BOLTS 1 11 }-- 12" MIN CONCRETE REPLACEMENT FXISTING SHELTER SECTION SECTION ( SCALE: 1/4' -1' -0' — 6 PARKING —S LO E BACKFILL 16' TYP EXTRUDED CURB DETAIL SCALE: 1' =1' 1 0 EXISTING ARCHED GLU -LAMS 8' OC WITH ROOFING. CONTRACTOR SHALL UN BOLT ROOF FROM METAL POST ANO REMOVE ROOF STRUCTURE AS SINGLE UNIT. CONTRACTOR SHALL BRACE BOTTOM OF CLU -LAMS 70 KEEP ROOF SQUARE DURING REMOVAL EXISTING 5"x5' SQUARE METAL TUBE REMOVE AND REUSE OR REPLACE WITH NEW. CONTRACTOR SHALL REMOVE EXISTING CONCRETE BACKFILL PRIOR TO REPLACEMENT. REPAINT ABOVE GRADE SURFACES DAMAGED DURING POST REMOVAL REPLACE CONCRETE SLAB 4' MIN DEPTH *ITN BROOM FINISH. EXTRUDED ASPHALT CURB CLEAN SURFACES AND TACK COAT PROIR 70 CURB INSTALLATION now KANE HIGHLINE WATER DISTRICT WATER STORAGE IMPROVEMENTS PROJECT 7.6 MIL GAL RESERVOIR CONTRACT 98 -70 -12 TUKWILA. WASHINGTON .ce "° 21- 2714 -01 I tuE Na G 271 314' x 3' GALV EYE LAG BOLT 3/4" x 6' GALV EYE BOLT WITH WASHER AND NUT 1, NOTES: PROVIDE KEYED- THE -SAME MASTER LOCK FOR EACH BOLLARD 41 F- PATH OR GROUND REMOVABLE BOLLARD DETAIL 8' x 8' CEDAR POST Cur TO MATCH EX BOLLARDS PRESSURE TREATED TO .4 PCF CCA -C AFTER CUTTING AND TRIMMING r x 1/4' SQUARE METAL TUBE SCALE: 1' +1' 10 3000 PSI CONC CITY RECEIVED TUKWILA MAR 2 3 1999 PERMIT CENTER SITE CIVIL AND PARK RESTORATION DETAILS 20 24 "O. FINISH GRADE 8 DIA CONC FTG CONC NOT REO D FOR TEMPORARY FENCING unison's O REPLACE EXISTING BARBECUE USING SAME SIZE GALVANIZED ANCHOR BOLTS, WASHERS AND NUTS. CENTER ON 6 CONCRETE PAD 10 -0" MAX I iD SPACE EOUALLY. TYP 1 7 DATE 6 -0" EXISTING SHELTER REMOVAL AND REPLACE DETAIL (1" SCALE: 1/4 =1' -O' 4 CHAIN LINK FABRIC. ONE PIECE 1 9 GA W /2' MESH K OLSKAED M. OLLIVANT a L7 10 CHAINLINK FENCE DETAIL NO SCALE 4,10 DRAWL K. HINDS o� CE MENT CONCRETE PAD 4' MIN DEPTH. BROOM FINISH MENT TOP RAIL 9 GALV WIRE CLIPS 0 2 -0 O.C. MAX. 12' DIA CONC FTC CONC NOT RED FOR TEMPORARY FENCING - MAX WATER AND POWER SERVICE 12' ABOVE SURFACE AND CAP CAST IN PLACE 4) 1" DIA GALV EYE BOLTS. TOP OF BOLT SHALL BE FLUSH 1W1H EXISTING GRADE. CHAIN PICNIC BENCH TO EYE BOLTS REMOVE AND REPLACE EXISTING PICNIC BENCHES USING EXISTING CHAIN AND LOCK (TYPICAL 4 PLACES) EXISTING 5 "x5 METAL POST TERMINAL POST CAP ExP'RES: 9 - 12 - 30 2 EXISTING GLU -LAMS TO KEEP ROOF SQUARE DURING REMOVAL 7 EXISTING 5'x5 SQUARE METAL TUBE REMOVE ANO REUSE OR REPLACE WITH NEW. CONTRACTOR SHALL REMOVE EXISTING CONCRETE BACKFILL PRIOR TO REPLACEMENT. REPAINT ABOVE GRADE SURFACES DAMAGED DURING POST REMOVAL REPLACE CONCRETE SLAB 4 - MIN DEPTH WITH BROOM FINISH. EXTRUDED ASPHALT CURB CLEAN SURFACES AND TACK COAT PROIR 70 CURB INSTALLATION SCALE: 1 - =1 , Q PROJECT Ault HIGHUNE WATER DISTRICT WATER STORAGE IMPROVEMENTS PROJECT 7.6 UIL GAL RESERVOIR CONTRACT 98 -70 -12 TUKWLA. WASHINGTON Joe " 21- 2714 -01 I rrE "AK, 27/40123 NOl PF LC 3/4 x 3' GALV- EYE LAG 3CLT 3/4 x 5' GALV EYE BOLT WITH WASHER ANO NUT D. PROPERTY OWNER DECLARATION The undersigned makes the following statements based upon personal knowledge: • I am the current owner of the property which is the subject of this application. • All statements contained in the application are true and correct to the best of my knowledge. The application is being submitted with my knowledge and consent. . I understand that conditions of approval, which the City and applicant have jointly agreed may not be completed prior to final approval of the construction (e.g., final building permit approval) will be incorporated into an agreement to be executed and recorded against the property prior to issuance of any construction permits. I declare under penalty of perjury under the laws of the State of Washington and the United States of America that the foregoing statement is true and correct. EXECUTED at ,134>,C/ EA/ (city), 4/4 6N /4/4' TDn/ (state), on ¢ 0 25E . 1 A 1 Z Y S , 199 . 44. 4/ .r S'GJ1M /DT (Print Name) . d J / / e . . / N 6 � , / G 1 D G _ '1 f / 0 TWA 4eD/ /7fr /,en v )Eititie nova (Address) A g % /E / W4 9,13/ ' - /7e38 2GYv 4 2 Z (Phone Number) Use additional sheets as needed for all property owner signatures. RECEIVED CITY OF TUKWILA MAR 2 3 1999 PERMIT CENTER " • , , •". ."„ . August 6, 2001 Mr. Keith A. Harris, P.E. 23828 30 Avenue South Kent, WA 98032 RE: Permit Status D99-0095 16200 42nd Avenue South Dear Mr. Harris: In reviewing our current permit files, it appears that your permit to relocate an existing park picnic shelter, issued on August 19, 1999, has not received a final inspection by the City of Tukwila Building Division as of the date of this letter. Per the Uniform Building Code and/or Uniform Mechanical Code, every permit issued by the building official under the provision of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, if the final inspection is not called for within ten (10) business days from the date of this letter, the Permit Center will close your file and the work completed to date will be considered non-complying and not in conformance with the Uniform Building Code and/or Mechanical Code. Please contact the Permit Center at (206) 431-3670 if you wish to schedule a final inspection. Thank you for your cooperation in this matter. Sincerely, • / Stefania Spencer Permit Technician City of Tukwila • Department of Community Development Steve Lancaster, Director Xc: Permit File No. 1)99-0095 Duane Griffin, Building Official , ;‘, . • :=; , •••,' Steven M. Mullet, Mayor 6300 Southcenter tioulevarcl, Suite 1/100 • Tukwila, Washington 98/88 • Phone: 206.431.3670 • Fax: 206•431•3665 April 20, 2000 Keith' Harris . .' Highline Water District PO Box 3867 Kent .Wa 98032 Request for Extension (D99- 0095) 16200 42nd Ave S Sincerely,'' • City of Tukwila Department of Community Development Dear Mr. Harris: This letter is in response to your written request for an extension to Permit No D99 -0095 for the relocation of an existing park picnic shelter. The City of Tukwila Building Division will be extending - your permit through October 31, 2000. Please be advised that this will be the only extension granted for this project. If you should have any questions, please contact our office at (206)431 -3670. Steven M. Mullet, Mayor Steve Lancaster, Director Duane ei in, Building Official DG /br File: Permit No. D99 -0095 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431.3670 • Fax: 206.431.3665 April 18, 2000 Serving the Southwest Metropolitan Area since 1946 Mr. Bill Rambo Permit Technician Department of Community Development 6300 Southcenter Blvd., Suite #100 Tukwila, WA 98188 Re: Project 96 -3 / 7.6 Million Gallon Reservoir Permit No. D99 -0095 Dear Mr. Rambo: I am requesting a 180 -day extension on Permit No. D99 - 0095. This permit is for the reconstruction of a picnic shelter at Crestview Park. Highline Water District is in the process of constructing a 7.6 million - gallon reservoir on the site. This is an eighteen -month process. We will be unable to reconstruct the picnic shelter until the reservoir is complete. The reservoir is scheduled for completion in October of 2000. Therefore, we need a permit extension through October 2000. Please contact me at (206) 824 -0375 ext. 142 if you have any questions. Sincerely, Keith A. Harris, P.E. Manager, Planning /Construction 23828 - 30th Ave. S. • P.O. Box 3867 • Kent, WA 98032 • (206) 824 -0375 / FAX: (206) 824 -0806 Ciiy of Tukwila Department of Community Development April 14, 2000 Keith Harris Highline water District PO Box 3867 Kent Wa 98032 Permit Status D99 -0095 16200 42 " Ave S Dear Mr Harris:: In reviewing our current permit files, it appears that your permit to relocate existing park picnic shelter, issued on August 19 1999, has not received a final inspection as of the date of this letter by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the building official under the provision of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, if a final inspection is not called for within ten (10) business days from the date of this letter, the Permit Center will close your file and the work completed to date will be considered non - complying and not in conformance with the Uniform Building Code and /or Mechanical Code. Please contact the Permit Center at (206)431 -3670 if you wish to schedule a final inspection. Thank you for your cooperation in this matter. Sincerely, Gip C) .1.)Alv e r- Bill Rambo Permit Technician Xc: Permit File No. D99 -0095 Duane Griffin, Building Official Steven M Mullet, Mayor Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206-431-3665 • • Serving the Southwest Metropolitan Area since 1946 Ms: Brenda Holt Permit Coodination City of Tukwila 6300 Southcenter Blvd. Tukwila, WA 98188 Re: Proiect 96-3 / 7.6 Million Gallon Reservoir Dear Ms. Holt: Please be advised that all future coordination for the construction of the 7.6 million gallon reservoir at the Crestview Elementary School Site will be directed to Highline Water District. Please address all correspondence to: Please call if you have any questions. Sincerely, Keith A. Harris, P.E. Manager, Planning/Construction KAH:maf cc : MI98 - 01 (08 r - CO LI 0 Miqq- 00q [X1 - 00C1 qq- coci5 Keith A. Harris, P.E. 23828 30 Ave. S. Kent, WA 98032 23828 - 30th Ave. S. • P.O. Box 3867 • Kent, WA 98032 • (206) 824 / FAX: (206) 824 DEPARTMENTS: Building UjiDACI i W kift.to TIVITY ° NUMBER: D99 0095 DATE: 3 -23 -99 PROJECT NAME: CRESTVIEW.RESERVOIR . ; . Xx Original Plan Submittal Re to' Correction Letter: Response to Incomplete Letter Revision # After Permit Is Issued \PR•ROUTE.DOC 6/98 1Mt {' • PLAN REVIEW /ROUTING SLIP P.1 TUES /THURS ROUTING: Fire Prevention rte 3 24-11 Structyra I Approved 0 Approved with Conditions0 PIS PI Planning Division 3-50 - �t9 Permit Coordinator Routed by Staff 0 (if routed by staff, make copy to master file and enter into Sierra) DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete ( ` Incomplete 0 Comments: DUE DATE: 3 - 25 - 99 Not Applicable 0 Please Route No further Review Required REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 4 -22 -99 Approved 0 Approved with Conditions 0 Not Approved (attach comments) REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Not Approved (attach comments) 0 REVIEWERS INITIALS: DATE: ;1 FEB-23 99 15:30 FROM:HIGHLINEWAT 2068240375 PART A: (TO BE COMPLETED BY APPLICANT) City of Tukwila 4. Vehicular distance from nearest hydrant to: On property TO: 1.2T " PAGE: 002 PROJECT # CERTIFICATE OF WATER AVAILABILITY • Owner Name: Bighting Watar District Address: PO Box 3867. Kesit_WA 910324267 Phone: 20¢112VI25 _ Agent / Contact Person: Keith Harris Phone: 20424037 jgatj42 ____ Site Address (Attach reap and legal description showing hydrant location & size of main: 160XX • 42" Ave. S. 2. This certiacite is submitted as part of an application for: Residential Building Permit El Preliminary Plat El Short Subdivision El Rezone Conunercial/hulustrial Building Permit Other --Padattigadria 3. Estimated number of service connections and meter size(s): 1 1-1/2" ---etivo-t9P.-Tt#4Wit:A •. Fire Marshall Developer's Engineer [2 City PERMIT CENTER El Insurance Underwriter El Other 6. Area is served by: HIGHLINE WATP14. DISTRICT MdlitY) Owner/Agent's Signature: 5. Minimum needs of development for fire flows: 1000 gpm et residual pressure of 20psi. (Reverse side to be completed by water utility and governing jurisdiction) RECEIVED MAR 2 3 19.99 1. This proposed project is located within PE13-23 99 15:30 FROM: HIGHLINEWATF°OIST. 2068240375 PART B: (TO BE COMPLETED BY WATER UT1L1719 TO:1 TUKWILA / KING • (City/County) 2. Improvemenu required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to mat the minimum flow requirements of the project before commotion: N/A PAGE: 003 3. Based upon the improvements lilted above, water can be provided and will bo available at the site with a residual praaeury of 40 n 1674 far A duntios aF 2 heun as a yt fps u documented by the attached calculations. I hereby certify that the above information is true and correct Inn141.INF WATFB TINTR1t'T 111411A7S A $atCY Phone By: Date PART C: (TO BE COMPLETED BYGOVERMNGJURLSDICTION) 1. Water Availability - Cluck one: Acceptable service can be provided to this project. Acceptable service cannot be provided tothi! R TU O captRb p pr+ojeex unle9a the impnoveate lilted in I� OF TUKWILA Item #C2 are met. MAR 2 3 1999 System is not capable of providing service to this project. PERMIT CENTER 2, Manimum water system improvements: (At least equal to B2 above) PL •99 15: 31.. FROM 1:1I5MLINpiRTFRDIST; , ."' 1 ih 111 5 4 SI 1 RECEIVED CITY OF TUKWILA MAR 23 1999 PERMIT CENTER 1 1 FEB -23 99 15:31 FRDM:HIGHLINEWATERDIST. 2068240375 TO:12538630946 ii a PAGE: 005 08/19/99 T.1 1.2:22 FAX 253 939 6695 • DEPARTMENT" OF .LABOR & INDUSTR PO BOX 44450 • OLYMPIA WA 98504 - 44 50 • SKAAR . CONS TRUCT ON INC PO BOX 1558 AUBURN WA 98071-1558 Duitich'And Dimpluy Ccrtilriuuto 1,11•1,,11,1,1,• FIR.ST CLASS MAIL 1.)S POSTAGE • l'A in • OLYMPIA WA • PF.RMIT NO 313 Deliteli And Diqrylay Certilleate ••••••••""'"'4