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HomeMy WebLinkAboutPermit D99-0219 - Riverton Crest Cemetery - Mausoleum'IVAtkra `J3 - l'ia g V3r';3uLai p. ' drrl #x�. k +ai.�1 D99 -0219 3400 So. 140 St. Riverton Crest Cemetery City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: 152304 -9129 Address: 3400 S 140 ST Suite No: Location: Category: NWSE Type: DEVPERM Zoning: LDR Const Type: Gas /Elec.: Units: 001 Setbacks: North: Water: N/A Wetlands: Contractor License No: GIBRAMC099MP OCCUPANT RIVERTON CREST CEMETERY 3400 S 140 ST, TUKWILOA, WA 98168 OWNER UNISERVICE CORPORATION PO BOX 11067, PORTLAND OR 97211 CONTACT DAVID REYNOLDS 1929 ALLEN PARKWAY, HOUSTON, TX 77019 CONTRACTOR GIBRALTAR MAUSOLEUM CONST. CO Phone: 317 - 846 -7525 9102 N MERIDIAN ST SUITE 104, INDIANAPOLIS IN 46260 ****** * * * ** * ** ** * ** ** * * ** * * * * * * * * * ** * ** * * * * * * * * * * * * * * * * * * * * * ** k * * ** ** * *** * * * * *•k * * * * *' Permit Description: CONSTRUCTION OF A 383 SO FT MAUSOLEUM. ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 9,766.50 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: LJM 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: Y Cut: 5 Fill: 88 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: Y Street Use: N Water Main Extension: N Private: N Public: N ***************************************************** * * * * * * *k * * * * * * * * * * * * * * * * * * * * *** TOTAL DEVELOPMENT PERMIT FEES: $ 389.06 *** k********** * * * * * * ** * * * * * * * * * * * * * * *•k * * * * *********** * * * * * * * * * * * * * * * * *•k * * * * * * * * * Permit Center Authorized Signature: Signature: .0 South: Sewer: Slopes: Print Name : __,I n , a _(2)nL, k DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Fire .0 East: N/A N I V (206) 431 -3670 Permit No: Status: Issued: Expires: Occupancy: UBC: Protection: .0 West: Streams: D99 -0219 ISSUED 11/04/1999 05/02/2000 WAREHOUSE 1997 NONE .0 Phone: Phone: (206)000 -0000 Phone: 713 -525 -5587 Date: 11 —L 1 C 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. Date: _ \\._\4 9 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. CITY OF TUKWILA Address: Suite: Tenant: 1'ype :..DEVPERM a Parcel it: 152304. -9129: •k•kkk ****k * * * ** * ***• * 1.* k* A*******• kk****** k**** 1*** k **k * * * % *k * * ** *k * *k*k *kAA* Permit Conditions: 1. No `changes wi 1 1 be made to the plans unless approved by the Engineer and the Tukwila Building Di,vis,ion. Al 1 permits, inspect ion records, and approved plans shall be available at the Job site prior to the ` start. •of any con- struction. These' 'documents are to:be maintained and avai 1- able until final inspection ;approval is granted 3. Al l construction to done .''in confor.mance _with. approved plans and requi r enerits' of the .Uniform Building Code (1997 Edition) es' amended. Uniform Mechanical Code (1997: Edition) and W ashington. ?tate,:.Energy ,•,Code:;,(1997 Edition) Validity. of Permit. - The issuance of a permit or. ° approval plans, . specifications,. and computations shall not be con- strued ''to`.•be a permit.. for or an approval of . any violation of any of the' provisions of ,the ': building code or of any other ordinance of the jurisdiction No permit: presuming to give authori ty to ;:violate or cancel the provisions of ;:;this :code: shall be valid. • The special inspector shall submit a final ; signed report stating :whether the work requiring s}ecial, inspection :was, to the best of the inspector's knowledge, in conformance approved plans and specifications and the applicable workmanship provisions : of 'the UBC 6. When' \special inspection is required either the owner, architect 'or engineer shall notify the Tukwila Building, Division of appointment of the inspection agencies prior to first building inspection. Copies all special inspection reports shall be submitted to the .Building Division in a timely manner. Report :sha1.1 contain address, project name, permit number and type of inspection being, performed. Permit No: 099-- 021.9 Status: ISSUED` Applied: 07/02/1999 Issued: 11/04/1999. 7. „CONTRACTOR :SHALL NOTIFY PUBLIC,WORKS-.UTILTIY INSPECTOR MR, GREG VILLANUCVA 0 :(206) 01'79: OF COMMENCEMENT AND COMPLETION OF 'WOW AT LEAST 24 :HOURS. IN ADVANCE. Projrg ame/Tenant: Vile TVA) e..eg' ;7 ��_/)1 g 7rz y Value of Co truction: /7 /o4 Site ress: �. City State /Zip: ADO s . /�� � .5 //ieyvi�/; �. >At 920 Tax Parcel Number: / 5 a 304' - 9/A4 • , .r._. Property Owner: U/U /S , e v/ce, eye / • Phone: 7/3- 5A5-6 7 Street Ad ess: City State /Zip: / �a 4 ,42_444,0 >�fh�K um V /76/ /5 d.v, TC 774/9 Fax #: 7/ 3 —s' ZS —� 2 2- Contractor l eMs2Lr rfA /22 41 Phone: 3/7 — 9q6 —75z Street Address: Sui 7+c Mtity State /Zip: ) .. zoomrn/ is iitQ 9 /Da N. / S Fax #: 3/7- S`S/ - So 5z7 Architect: ��m 540.2� Phone: Street Address: City State /Zip: Fax #: Engineer: Phone: Street Address: City State /Zip: Fax #: Co n t Person: .ice/// �2�YNa4ps Phone: 7(3 — 52s — Street ddress: 'L City State /Zip: �9 12 -4-g� .) �f eakii y 14�Sra� 7,' 770/4 Fax #: 7/_3 - 3 -6 z z..!) Description of work to be done: A3G/5 ifil 6/05rXt/ /T7o rJ Div Cgii Th.,' V /Wm/54s Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel CI Office CI School /College /University Other iliti0 vezz, e .71.7g7 -it:r/ Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ea Other _z eed,14zZ 1' ."bl Will there be a change of use? ❑ yes A no If yes, extent of change: Existing fire protection features: ❑ sprinklers ❑ automatic fire alarm none ❑ other (specify) f a � Building Square Feet: existing g new Area of Construction: /ae� , f� 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 ) ;no quantities & Material Safety Data Sheets CITY OF TI'KWILA Permit Center 6300 Southcenter 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 mail or facsimile. APPLICANT REQUEST FOR PUBLIC. WORKS SITE /CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews' may be determined` by the Public Works' Department):' ❑ Channelization /Striping ❑ Flood Control Zone ❑ Hauling ❑ Moving an Oversized Load: Start Time: ❑ Sanitary Side Sewer #: ❑ Storm Drainage ❑ Water Meter /Exempt #: ❑ Water Meter /Permanent # ❑ Water Meter Temp # ❑ Miscellaneous ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: ❑ Land Altering 0 Cut cubic yds. End Time: ❑ Sewer Main Extension 0 Private ❑ ❑ Water Main Extension 0 Private Size(s): 0 Deduct 0 Water Only Size(s): Size(s): Street Use Est. quantity: gal Size(s): 0 Fill cubic yds. O Public O Public Schedule: 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. Date ap1arq�cce 1 Date app)Icatiofres: - 00 Application en by: (Initials) PLEASE SIGN BACK OF APPLICATION FORM NCPERMIT.DOC 1/29/97 • BUILDING OW R O AUTHORIZE AGENT: Signature: e / C� %rf`t/ Date: 7 _ `99 Print name \ 7,,q / C , / .Phone /w i 1 I Fax _ , Address: .g5/Dd 5. /c / 5 City /State /Zip: 7 ,e6 //G , i?, JA7 94P/‘," ALL NEW COMMERCIAL/ADDITION/IV, NCPERMIT.DOC 1/29/97 FAMILY PERMIT APPLICATIONS MU SUBMITTED WITH THE FOLLOWING: D ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER > ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A S EMITTED ❑ . Copy of recorded Legal Description from King County ❑ Certificate of water /fire flow availability (Form H -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. . X ❑ 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. Property 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 18.45.040). 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 the Green /Duwamish 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 stating 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 H -9). ❑ . Vicinity Map showing location of site ❑ a. Building Elevations (Include dimensions of all building facades and major architectural elements) `17, ❑ Mechanical Drawings ❑ O. Structural Drawings (detail of sprinkler hangers, pipe, duct & vent penetrations in structure) ❑ Architectural drawings ❑ 1511, Specifications (if separate document) ❑ .17( Structural Calculations ❑ Sprinkler structural calculations indicating load of water - filled sprinkler piping ❑ Height Analysis ❑ Soils Report stamped by Washington State licensed Geotechnical Engineer ❑ Topographical and Boundary Survey ❑ Tree Coverage Analysis (Multifamily only ) a El 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 comply 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 Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -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 permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. 77717.' :97:7WM:s t.? , , • , . 4 , :': :A::**4t 4r4r8;• A. *1( th A. * A—It -144c7t * 14•A *.4—****.A * * A. ..ii ..k.,4 * A * .34. h"..4, CITA''; tir — , T , OKW31.fl W pcic 1 i....:07:1 1 : . : :. ,, ._..: .... of.saisiqn. :! • .14P, ik :1 * tfiA * A * * * * *4. .4c*-.. ..t A. • * iv v!. i:-TRANSO N IT ..-. '-':: ' .. ..... , - . ,. 1 tASW. .... RIVERTON CREST ' 'In it: TU Permit No D99-0219 Type: DEVPERN DEVELOPMENT PERMIT Parcel Na:. 152304 -91.29 Site Address: 3400 S, 140 ST Total Fees: 3119.06 This Paymeht . .50 Total ALL Pmts: 389.06 Balance: .00 411**.hit•Writi•—kh***AiirAle.N***44,11/4-4.hit.“ A*0****04.*1,l4itRitl■*itile.itliet*0 Account Code, Description Amount 000/345.830 LAND ALTERING PLAN CHECR .50 8073 10/20 9717 TOTAL 0.50 AI* 4k**• h*4 A A: kt .*r*•A•4*A.*4.*** **•A *AA•k•h *• X* *.1:1.}***A:h•1 ;k *' CITYr :OF TUKWLLA 14A 9� — I 1I?fa►tlE,hil.1 A2t• h . 1 • vt . A�F1t.kk: *'•►? *1. '* � **• k•.► h*A• A4.* *A•kAk:kA.14 *•k*4 *.kAA.*k ** T ..:'•'�NSMT.T..Nilmbe —: R9800171 flmuunt: 85 „00 10/19/99 1"1.e55 P�3vuuni; f ethod CHECK Notation:' RIVERTON CREST Init FLU Total Fees: 389.06 •I't►1a' P:►vmrr►t Elti.00 Total ALL Pmts:' 308.5Ea. • 111 lance: .',;U * *'*4 ***0*11 *•k * *• *A.**A* *A4 *Ik* * *4 * *04.1k4A04 * * * * * * *fi** * *A * *** Account. Code I3ecr i U't I on 000/345.830 FLAN E:NEr4..:. "TY 412/3.12.400 INSP FEE 3TQIM DRAIN 000/322..101) LfItU) ALTERING PER M11 FEE 000/34:_i.830 LAND ALTERING PLAN CHECK Por.m.it Ito: ' I) "`_a•- 021'9 Type: I)EVPEIiM .i)EVLi_QPt1l;U , f PERMIT Nar•Cei Plp:- 152304--9129 • ..S.i to AdrJress: 3/400 S 140 ST , t , ��•4 o. 4, ,,s:.a .T R. :, ��`..i t #..i l' a�: ".'�t' :� Ti�'";� iirfi';si: ; ,:1,� • Amount 10.00 1:5.00 W.00 23.00 8072 10/20 9717 TOTAL 8540 * * * *A *4* * *A *vl ***4*4 * ** *ire ** . d4r** d* * * ** * * ****.biW* * *A *s4*A.l* CITY OF TUKWILA, WA Q ?k TRANSMIT * * ** * OkikA** k* A* 1******* 01****.• A * * *444**•a * * **4 * *& * **0* TRANSMIT Number: R9800096 Amount: 303.56 07/0299 11:2: Payment Method: CHECK No tat1on {R CREST Ir TLB Permit No 099-0219 Type PEtIPERM DEVELOPMENT PE:RM3:1' Parcel . No: 152304-1 a9 Site Address: 3400 S 140. ST Total Fees: 303.5 This Paymei.t 303.56 Total ALL Pmts: 300.56 Balance: .00 A * ** :*** k * * * * ** *fi4 *, * ***+•,4 * *4A * * * **• * *• *4• * * ** * * *4 * * *A* *A*4• ***A* Account Cede 000/322.100 000/3;45.1330 000/30.6.904 Description BUILDING -. NONRES ' PLAN CHECK - NONRi:S STATE BUILDING SURCHARGE Amount 101.25 117.81 4.50 4739 07/07 9717 TOTAL 303.56 Projec . , T h.)PidG N (V ° 4fi e' ki -esi Type of Inspec ion: ' frt a Address: SHOO . s . (j Date called: — 9 - oo Special instructions: Date wanted: ` c a.m. Requester: �1N tsl eCt„ Phone: G ` 003O ..:, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98 INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. 1 -3670 Corrections required prior to approval. COMMENTS "-� C 44.1 C Date: % /�u 0 47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: rL Project: " J�2 i v eir cl C,EST" Type of Ins ction: &%Ai�4e.. Address: 3400- S 140T4 Date called: Special instructions: Date want d: 2 / 00 Reletyp Phone: 4/2-I'/S" -)39! INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: J e,Fq{ 6,cLcT&c4c 4/ Ins 4'Q N e. 431-W4/D /, / 00 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: . 0 Sel tiStO 6/ s A)-(..6 i A6,yv cAujs Ar G&Leei &Q" 64 /d._;, ,A i ,4l,i1 ,CA4P-7( Address: 3 re..k.,) S, C . C 577 Pli-O 5 C.451 ( dOtta. 11A-aere—{4Aeed 14N44.11.41 at , 7/0 0 . id 1,1J) . Pro'ect: .. .. 1.•..i i.: i i 0 _,..4 T ,ie qf In p.ection: U i4 A • Address: 3 re..k.,) S, / 577 Date called: / , 7/0 0 . Special instructions: Date wanted: / "0/00 a.m. p.m. Requester: Phone: INSPECTION NO. El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 im I C rections required prior to approval. Inspector: u Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: poj itacrs65+ cern. • . .f ntitioi I A dress: 5 41(TO I Li 0 51 Date all • 1 1 OP j Up Sp ecial instructions: Dati yanted: cip a.m. P.m. R uls : i M.I.W.+ INSPECTION RECORD Retain a copy with permit : INSPECTION NO. CITY. OF TUKWILA BUILDING DIVISION .. Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: t Lk,( 61-6ct:ai, f Inspector: (A) Date: 1 /4 U) El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 70i /cit : 6 of Inspe n: ress: yin s /�o� sit_ a calle : 4. /.3 9 2 / 3 Special instructions: •., /,`00 Date wanted: p / / 9 / /� p.m. Requester. o .` Phone: V /e 9/s — /37 Approved per applicable codes. INSPE9TIQN RECORD Retain a copy with permit • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION =6300 Southcenter Blvd, #100, Tukwila, WA 98188 y,l D9 oa 19 PERMIT NO. (206)431 -3670 Corrections 'required prior to approval. COMMENTS: ,o0 Insp „ 4 . 44 $47.10 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 63 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: COMMENTS: Type of Inspection: 2w( S eCf4e-- 14(5,e. c 77 .Re.-O, Date called: j ' I G! 49-g' 3 o r>o i Z" P6�.e %¢7 f-i( oc77 L(G // e /7 Requester: oo coo Phon . ti�z 7/5 - /372, ..OeG /. G- /,.Oc? ?P,,4_ r ©. /7 - 5,ec�� / , C 7 3 , G & c z a e , f,.rs7 'c..%r _ z e r4©Y 0 e- /,P t i? /v /75 Pe:, ' 1 4 _ ,sg'4 , 1 4f (/e 40* Yo S47 - / 02 /4 `1 A g,e ,Q--S •C. /oT D _4' .m ■ Project: I). �/�`. ( � Type of Inspection: 2w( gis: c . Date called: j ' I G! Special instruction J r f-i( Date wanted: l( .. m 9 p.m. Requester: oo coo Phon . ti�z 7/5 - /372, r INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Insp 4 INSPECTION RECORD Retain a copy with permit (206)431 -3670 roved per applicable codes. D Corrections required prior to approval. Date: /,-1 9 S' $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: P :.ec�� 4 1 1 6 4 , / rn' T of Ins • ection: drs• 5/ 01A sl Dto called: iI, /99 Special instructions: '.� Date wanted: V/7/94/ ‘522,/ P.m. Requester: ; Phone: ,2'" / is- 137 7 2 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. orrections required prior to approval. COMMENTS: /L(o T e (?4z Inso2 Dat / 7 /49 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Pro �° � 6 �� — e Pe of Inspe lion: caNe���� "• Address: 3a2 /gyp 9 Special instructions: r -- --= = -. __ : Date wanted / /_ ,. m Requester: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 COMMENTS: INSPECTION RECORD Retain a copy with permit (206)431 -3670 E Approved per applicable codes. ( Corrections required prior to approval. $47.00 REINSPECTION P E REQUIRED; Prior to inspection, fee must be paid at 6300 Southcenter Blv•., Suite 100. Call to schedule reinspection. Receipt No: Date: CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA (SO. IN) TOTAL LOAD STRENGTH PSI TYPE BREAK 3 8 I Z" y l z- al i f W- W THER \ L Z1 IS l ?MSC 25 AM PM 6 1 - 1) 7-f3 CONTRA))p 6 /' O h)S.4-1LkG 1 2�v0 5730 A. 3 ' 6 3 0 - I ! (65i/50 5$5o -A DATE � - fi 'f 19 9 i i -L Y . SLUMP ASTM C -143 PR1< NI `7g Car*. e UNIT WEIGHT ASTM C -138 YIELD TEMP. / LOCATION 5 G. PERMIT NO. O 99 oz► 4 O NER i f CA. W THER \ L Z1 IS TE�S 7 AT AT 1� O d AM PM ENGI ARCHIT,CT G, bit-44) 3-A 4.. CONTRA))p 6 /' O h)S.4-1LkG tit TRUCK SAMPLED O 2. S TRUCK TICKET NO. i 7359 Z MIX NO. 31 ( a TIME SLUMP ASTM C -143 �° AIR UNIT WEIGHT ASTM C -138 YIELD CEMENT FACTOR TEMP. ASTM C -1064 CONC AIR Ia0 i f CA. NO 5 5k- tyo 9.3,7 TOTAL BATCH DATA FOR 1 CU. YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT FA. 1 - c d 4-t L CA. NO WATER TOTAL T TO ATTN• THE FOLLOWING WAS NOTED: CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 (425) 823.9800 EVERETT 1425) 259.0817 FIELD TEST DATA AIR TEST METHOD: I:PRESSURE ASTM C -231 OR 0 VOLUME ASTM C -173 TYPE OF BREAK: (a) Cone (c) Cone and Shear (e) Columnar (b) Cone and Split (d) Shear SAMPLE P/U DATE 1 Z- IS 94? C JO e9 11/1r'o w IA „S �rri �f� �K 'D 4 _, COPIES TO • / /2fri .va-. wr..•u..•�•... •. -...x �...a -nn� . rr..ct vrar.xrA. +.r,.. �hvNr•.bM 'ut'Vl.r w^rrn. war .Nw.w.ev.m,.Mt4fo...•rrw.'yvW COMPRESSIVE STRENGTH FIELD /� z 3 p REPORT No. 1 7 ,( ASTM C -1231 TEST METHOD C - 0 ASTM C•617 APPLICABLE CODES R 3 f & SPECS TH c — PRODUCERS: CONCRETE i k € S I' e- 1\.‘ w CEMENT CU. YARDS PLACED 9 AEA ADMIX / C i AC12 % DESIGN STRENGTH 3000 PLACEMENT AREA & NOTES 2 00 .� S I b L D r l G --Gj f I CPC--e� b I f .i r. INSPECTOR' SIGNED: J:. 38831 nhY1 mMC•,R.119 A�•sMY.y:`- REVISED • 9/97 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA (SQ. IN) TOTAL LOAD STRENGTH PSI TYPE BREAK x 62 8 I Z1 '/ /a-a/ I Z— AT A 1 �n 1 5n 6�2S ;6Z9 ARCHITBCT GI X ) A e. 7-- I) 2-i3 r6So V I - it DATE I E z / Hf 1 9 2 2 74 0 1 PR T K1 a e. t� &.a Cer e. LOCATION 3 5. / '/f" BLDG. PERMIT W WNER Vf THER T TEI A AT A AM ■ E tGINEER - ARCHITBCT GI X ) A e. CONTRA T YIELD CEMENT ASTM C-1064 ASTM C•143 ASTM C -138 FACTOR CONC AIR I Do af S. Sk 6 93,7 BATCH DATA FOR 1 CU. YARD DESIGN % ADJUSTED WEIGHTS MOIST WEIGHTS CEMENT FA. D C r! .4.t L k CA. WATER TOTAL T • TO THE FOLLOWING WAS NOTED: COPIES TO 1 ' ' REVISED • 9/97 t• CASCADE TESTING L RATORY, INC. TESTING & INSPECTION / Ely I+ FE RS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGT 4 14251 823.9800 EVERETT Vt5:* n 00 0 (425) 259.0817 • W \1°° a OQM ATTN: FIELD TEST DATA AIR TEST METHOD: ❑ PRESSURE ASTM C -231 OR ❑ VOLUME ASTM C -173 TYPE OF BREAK: (a) Cone (c) Cone and Shear (e) Columnar (b) Cone and Split (d) Shear COMPRESSIVE STRENGTH ( FIELD `. /t Z 3 p REPORT No. 7 38831 ,e( ASTM C -1231 SAMPLE P/U DATE 1 Z- i - 9, 11 TEST METHOD C — 9 ❑ ASTM C•617 PRODUCERS: CONCRETE �D'` e 54 -- NS W CEMENT CU. YARDS PLACED 9 AEA ADMIX �/ /� / C � AC12 % n DESIGN STRENGTH n 3 0 oa PLACEMENT AREA & NOTES D O 1F (.O rJ C.-g--e— tint. •�✓ G t d' 1 t •� N r"� C i f ) S AA %S 11 -41 w IA s t 1 j IA b1- 1p -.� ` I V INSPECTOR* SIGNED* Q��`� SAMPLING IN ACCORDANCE WITH c —13 r APPLICABLE CODES & SPECS BATCH DATA FOR 1 CU. YARD DESIGN % ADJUSTED WEIGHTS MOIST WEIGHTS CEMENT FA. D C r! .4.t L k CA. WATER TOTAL T • TO THE FOLLOWING WAS NOTED: COPIES TO 1 ' ' REVISED • 9/97 t• CASCADE TESTING L RATORY, INC. TESTING & INSPECTION / Ely I+ FE RS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGT 4 14251 823.9800 EVERETT Vt5:* n 00 0 (425) 259.0817 • W \1°° a OQM ATTN: FIELD TEST DATA AIR TEST METHOD: ❑ PRESSURE ASTM C -231 OR ❑ VOLUME ASTM C -173 TYPE OF BREAK: (a) Cone (c) Cone and Shear (e) Columnar (b) Cone and Split (d) Shear COMPRESSIVE STRENGTH ( FIELD `. /t Z 3 p REPORT No. 7 38831 ,e( ASTM C -1231 SAMPLE P/U DATE 1 Z- i - 9, 11 TEST METHOD C — 9 ❑ ASTM C•617 PRODUCERS: CONCRETE �D'` e 54 -- NS W CEMENT CU. YARDS PLACED 9 AEA ADMIX �/ /� / C � AC12 % n DESIGN STRENGTH n 3 0 oa PLACEMENT AREA & NOTES D O 1F (.O rJ C.-g--e— tint. •�✓ G t d' 1 t •� N r"� C i f ) S AA %S 11 -41 w IA s t 1 j IA b1- 1p -.� ` I V INSPECTOR* SIGNED* Q��`� SAMPLING IN ACCORDANCE WITH c —13 r APPLICABLE CODES & SPECS T • TO THE FOLLOWING WAS NOTED: COPIES TO 1 ' ' REVISED • 9/97 t• CASCADE TESTING L RATORY, INC. TESTING & INSPECTION / Ely I+ FE RS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGT 4 14251 823.9800 EVERETT Vt5:* n 00 0 (425) 259.0817 • W \1°° a OQM ATTN: FIELD TEST DATA AIR TEST METHOD: ❑ PRESSURE ASTM C -231 OR ❑ VOLUME ASTM C -173 TYPE OF BREAK: (a) Cone (c) Cone and Shear (e) Columnar (b) Cone and Split (d) Shear COMPRESSIVE STRENGTH ( FIELD `. /t Z 3 p REPORT No. 7 38831 ,e( ASTM C -1231 SAMPLE P/U DATE 1 Z- i - 9, 11 TEST METHOD C — 9 ❑ ASTM C•617 PRODUCERS: CONCRETE �D'` e 54 -- NS W CEMENT CU. YARDS PLACED 9 AEA ADMIX �/ /� / C � AC12 % n DESIGN STRENGTH n 3 0 oa PLACEMENT AREA & NOTES D O 1F (.O rJ C.-g--e— tint. •�✓ G t d' 1 t •� N r"� C i f ) S AA %S 11 -41 w IA s t 1 j IA b1- 1p -.� ` I V INSPECTOR* SIGNED* Q��`� SAMPLING IN ACCORDANCE WITH c —13 r APPLICABLE CODES & SPECS T 12919 \ CASCADE TEST, , 3 LABORATORY, INC. 102394 TESTING & INSPECTION % ENGINEERS \ PREVIOUS '' N.E. 126TH PLACE REPORT No. No. KIRKLAND, WASHINGTON 96034 (425) 823 -9800 EVERETT (425) 259-0817 DATE � �9_9 I �R�NO• I < TO: E LOCATION Sr L 3 1e " d D d c It 0 BLDG. PERMIT NO. n 91 OZf C f OWNER ( EATHE. 1.,Ja -ILZ TEMP. AT AM L3 ,, A1:00 PM ENGINEER ATTN: ARCHITECT 6 1Ao (1.4 l'1--q a- CONTRACTOR �7 a M ^a S , Lc,1-o 0 . 3 (2) INSPECTION PERFORMED RESTEEL/CONCRETE _ RESTEEL ONLY _ RESTEEL/MASONRY _ STR.ST/WELDING OTHER STR.ST /BOLTING (3) ITEMS INSPECTED — FOUNDATIONS n _ FOOTINGS 4-SLAB 4294_ _ AUGER CAST PILES _ COLUMNS — DRILLED PIERS .— WALLS BEAMS — — — LOCATION (AREAS) EVa GC 5 I al) (5) CONCRETE/MASONRY MIX NO. 1 ` C DESIGN STRENGTH (Pc) 3 C t ` 3 SUPPLIER LC . 4 S4Yd� Iat.%) TOTAL CU. YD. PLACED 9 SLUMP (INCHES) LI SPECIMENS CAST 3 C 4-1 Z--- -- AIR CONTENT ( %) SEE CYLINDER REPORT NO. 3 `? Q 8 3 1 L- NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. _ REMARKS: ga 6 4 IP- (N QG€0 fa'5 4- C le r(t f4 e.eS IAD e e-- Dv G w" -4-I4a cQ COPIES TO: A l�r►'I'' Revised 12/97 0 P L 12 i P J PIA -►J.5 ,C. 4-r ?fp c_ c. INSPECTOR: FIELD REPORT SIGNED: . . . CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA (SO. IN) TOTAL LOAD STRENGTH PSI TYPE BREAK 32S t! -i 11 - 26 1 (ox)Z za•z/ 4.?Zcb 23an b ;2s7, /2 -/7 Z43 I2 49oo L./uto A S2 r7 /2 -/7 Zg I 1 t 755.5.0 4g4 A • DATE 1 / - t9 -99 CERT. NO. c1911 -2.9 SLUMP ASTM C -143 PROJECT IQsyerQ, Ceesa-r Cir-01 arr,*ey UNIT WEIGHT ASTM C -138 LOCATION a • / T. • CEMENT FACTOR • • " • RMIT NO. -- "" i ll 1299 - ' OWNER CONC w•AI1J TEMP. AT S a AT AM PM -C1-...441 ENGINEER ARCHITECT WATER CONTRACTOR /� p •7 , es . /'J') • C Ai 7 TRUCK SAMPLED /9,5 TRUCK TICKET NO. 96:46/0 MIX NO. /9S/J TIME SLUMP ASTM C -143 % AIR UNIT WEIGHT ASTM C -138 YIELD CEMENT FACTOR TEM ASTM C1064 CONC AIR o CA. /475 WATER /p z Z TOTAL BATCH DATA FOR 1 CU. YARD 9 C y DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS t.= CEMENT Co Z..S gI os FA. / 304,/p CA. /475 WATER /p z Z TOTAL TOi} /aTI4. TZ4AL.Ti=47 614 L.e/h ( -U.) ATTN• THE FOLLOWING WAS NOTED: PJo ) . j ew / SL FIELD TEST DATA TYPE OF BREAK: (a) Cone (c) Cone and Shear (e) Columnar (b) Cone and Split (d) Shear SAMPLE P/U DATE I I •- Zz� TI PRODUCERS: CONCRETE L- [aN/F AEA DA" VAT2 Z lvL ADMIX CAC12 COPIES TO 11/1 el n1 - II) )cl-/ REVISED • 9/97 CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 (425) 823.9800 EVERETT (4251 259.0817 AIR TEST METHOD: DPRESSURE ASTM C•231 OR D VOLUME ASTM C -173 COMPRESSIVE STRENGTH TEST METHOD G - S I CEMENT T'yPE FIELD REPORT No. 'ASTM C•1231 0 ASTM C•617 INSPECTOR: SIGNED: ` ..411 e `� /0089 9 37 SAMPLING IN ACCORDANCE W TH APPLICABLE CODES & SPECS C_. - 3 f CU. YARDS PLACED 17 DESIGN STRENGTH 3QGxM @ rZR Cry PLACEMENT AREA & NOTES PLAC, C) gy PLA,M P 17AJTT - 1 frinN1p L-,=- -I t', 14=i7" . _ // _ .i .. : r. 4. y ' • r RECEIVED DEC 2 8 1999 COMMUNIT'Y DEVELOPMENT ^1ICAGO TITLE INSURANCE COMPANY COLUMBIA CENTER, 701 5TH AV e SEATTLE, WA 98104 STANDARD OWNER POLICY SCHEDULE A Date of Policy: JUNE 10, 1997 1. Name of Insured: Amount of at 8:00 A.M. Insurance: $13,496.58 UNISERVICE CORPORATION, AN OREGON CORPORATION, AS TO PARCELS A, B AND C; AND THE UNKNOWN SUCCESSORS IN INTEREST TO RIVERTON CREST CEMETERY, INC., DISSOLVED WASHINGTON CORPORATION, AS TO PARCEL D 2. The estate or interest in the land which is covered by this policy is: FEE SIMPLE Title to the estate or interest in the land is vested in: UNISERVICE CORPORATION, AN OREGON CORPORATION, AS TO PARCELS A, B AND C; AND THE UNKNOWN SUCCESSORS IN INTEREST TO RIVERTON CREST CEMETERY, INC., DISSOLVED WASHINGTON CORPORATION, AS TO PARCEL D 4. The land referred to in this policy is described as follows: SEE ATTACHED DESCRIPTION CHICAGO TITLE INSURANCE COMPANY 020, ALTAOPA /9. 10.93 /soc PARCEL A: PARCEL B: PARCEL C: PARCEL D: C CHICAGO TITLE INSURANCE COMPANY STANDARD OWNER POLICY SCHEDULE A (Continued) LEGAL DESCRIPTION CHICAGO TTTLI3 INSURANCE COMPANY Policy No.: 425021 THAT PORTION OF TRACT 61, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 10 OF PLATS, PAGE(S) 74, IN KING COUNTY, WASHINGTON, LYING SOUTHWESTERLY OF THE SOUTHWESTERLY LINE OF STATE ROAD NO. 1; EXCEPT THE WEST 30 FEET THEREOF CONDEMNED FOR ROAD IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 169127, RECORDS OF SAID COUNTY. BEGINNING AT THE SOUTHEAST CORNER OF GOVERNMENT LOT 4 OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; THENCE SOUTH 89 °23'40" WEST 161.28 FEET; THENCE NORTH 3 °56'57" WEST 562.38 FEET TO THE TRUE POINT OF BEGINNING OF THIS DECRIPTION; THENCE SOUTH 86 °03'03" WEST 421.5 FEET, MORE OR LESS, TO THE EAST BOUNDARY OF THE RIVERTON CREST CEMETERY; THENCE NORTH 0 °10' EAST ALONG SAID BOUNDARY 60.16 FEET; THENCE NORTH 86 °03'03" EAST 417.2 FEET, MORE OR LESS; THENCE SOUTH 3 °56'57" EAST 60 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF LYING EAST OF THE WEST LINE OF 34TH AVENUE SOUTH AS GRANTED TO KING COUNTY BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 3382747, RECORDS OF KING COUNTY, WASHINGTON. M.N. CEMETERY, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 10 OF PLATS, PAGE 32, IN KING COUNTY, WASHINGTON; EXCEPT THAT PORTION REPLATTED AS RIVERTON CREST CEMETERY, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 34 OF PLATS, PAGE 11, IN KING COUNTY, WASHINGTON; EXCEPTING THEREFROM ANY INDIVIDUAL LOTS, CRYPTS OR ABOVE GROUND SEPULCHERS WHICH HAVE BEEN CONVEYED OR CONTRACTED TO BE CONVEYED; TOGETHER WITH RIVERTON CREST CEMETERY, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 34 OF PLATS, PAGE 11, IN KING COUNTY, WASHINGTON; EXCEPTING THEREFROM ANY INDIVIDUAL LOTS, CRYPTS OR ABOVE GROUND SEPULCHERS WHICH HAVE BEEN CONVEYED OR CONTRACTED TO BE CONVEYED; TOGETHER WITH RIVERTON CREST CEMETERY SECTION B, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 45 OF PLATS, PAGE 67, IN KING COUNTY, WASHINGTON; EXCEPTING THEREFROM ANY INDIVIDUAL LOTS, CRYPTS OR ABOVE GROUND SEPULCHERS WHICH HAVE BEEN CONVEYED OR CONTRACTED TO BE CONVEYED. CHICAGO TITLE INSURANCE COMPANY LEGAL DESCRIPTION THE. WEST 30 FEET OF THAT PORTION OF GOVERNMENT LOT 4, SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, LYING NORTH OF RIVERTON CREST CEMETERY, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 34 OF PLATS, PAGE 11, IN KING COUNTY, WASHINGTON AND SOUTH OF VAL -VUE ADDITION, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 40 OF PLATS, PAGES 4 AND 5, IN KING COUNTY, WASHINGTON; EXCEPTING THEREFROM ANY INDIVIDUAL LOTS, CRYPTS OR. ABOVE GROUND SEPULCHERS WHICH HAVE BEEN CONVEYED OR CONTRACTED TO BE CONVEYED. CHICAGO TITLE INSURANCE COMPANY J H. Water rights, claims, or title to water. SPECIAL EXCEPTIONS: GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NUMBER: RECORDED: CHICAGO TITLE INSURANCE COMPANY STANDARD OWNER POLICY SCHEDULE B EXCEPTIONS FROM COVERAGE Policy No.: 425021 This policy does not insure against loss or damage (and the Company will not pay costs, attorneys' fees or expenses) which arise by reason of: GENERAL EXCEPTIONS: A. Rights or claims of parties in possession not shown by the public records. B. Encroachments, overlaps, boundary line disputes, and any other matters which would be disclosed by an accurate survey and inspection of the premises. C. Easements or claims of easements not shown by the public records. D. Any lien, or right to lien, for contributions to employee benefit funds, or for state workers' compensation, or for services, labor, or material heretofore or hereafter furnished, all as imposed by law, and not shown by the public records. E. Taxes or special assessments which are not shown as existing liens by the public records. F. Any service, installation, connection, maintenance, tap, capacity or construction charges for sewer, water, electricity, other utilities, or garbage collection and disposal. G. Reservations or exceptions in patents or in Acts authorizing the issuance thereof; Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitable servitudes. s 1. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: 2. RESTRICTIONS CONTAINED IN INSTRUMENT: RECORDING NUMBER: 2725220 PUGET SOUND POWER & LIGHT COMPANY ELECTRIC TRANSMISSION LINE AND THE RIGHT TO CUT BRUSH ETC. PARCELS C AND D AND OTHER PROPERTY MARCH 30, 1942 3230368 JUNE 14, 1932 CHICAGO TITLE INSURANCE COMPANY ALTAOPD SPECIAL EXCEPTIONS AS FOLLOWS: TO BE USED FOR CEMETERY PURPOSES AFFECTS: PORTION OF PARCEL C v 3. RESTRICTIONS CONTAINED IN INSTRUMENT: RECORDED: FEBRUARY 23, 1933 RECORDING NUMBER: 2750572 AS FOLLOWS: TO BE USED FOR CEMETERY PURPOSES AFFECTS: PORTION OF PARCEL C x 4. COVENANTS, CONDITIONS AND RESTRICTIONS CONTAINED IN INSTRUMENT: RECORDED: DECEMBER 31, 1947 RECORDING NUMBER: 3759168 r AFFECTS: PARCELS C AND D z 5. COVENANTS, CONDITIONS AND RESTRICTIONS CONTAINED IN INSTRUMENT: RECORDED: AUGUST 24, 1987 RECORDING NUMBER: 8708240499 .0 AFFECTS: PARCEL C AB 6. DEDICATION CONTAINED IN THE PLAT OF M.N. CEMETERY, AS FOLLOWS: CHICAGO TITLE INSURANCE COMPANY DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL THE STREETS SHOWN THEREON. AC AFFECTS: PORTION OF PARCEL C CHICAGO TITLE INSURANCE COMPANY STANDARD OWNER POLICY SCHEDULE B (Continued) SPECIAL EXCEPTIONS Policy No.: 425021 AD 7. DEDICATION CONTAINED IN THE PLAT OF RIVERTON CREST CEMETERY, AS FOLLOWS: THIS PLAT OF RIVERTON CREST CEMETERY IS HEREBY ENTERED OF RECORD FOR CEMETERY PURPOSES ONLY, AND THE DRIVES AND WALKS SHOWN ARE NOT DEDICATED TO THE PUBLIC GENERALLY, BUT ARE SPECIALLY DEDICATED FOR THE EXCLUSIVE USE AND BENEFIT OF THE LOT OWNERS OF SAID CEMETERY ONLY, AND FOR CEMETERY USES, AND NOT FOR ANY OTHER PURPOSE. SAID LOTS, DRIVES AND WALKS ARE SUBJECT TO ANY AND ALL RULES AND REGULATIONS OF THE CEMETERY CORPORATION, ITS SUCCESSORS AND ASSIGNS, AS THEY NOW EXIST, OR AS THE SAME MAY BE HEREAFTER ADOPTED OR MODIFIED. EXCEPT, THE WEST AND SOUTH 30 FEET SHOWN ON THE ABOVE PLAT, WHICH ARE DEDICATED TO THE USE OF THE PUBLIC FOREVER FOR HIGHWAY PURPOSES; AND THE USE THEREOF FOR ANY AND ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES. ALSO THE RIGHT TO MAKE ALL SLOPES NECESSARY FOR CUTS AND FILLS UPON THE LOTS AND BLOCKS IN THE REASONABLE ORIGINAL GRADING OF THE TWO STREETS SHOWN THEREON. As AFFECTS: PORTION OF PARCEL C Al 8. DEDICATION CONTAINED IN THE PLAT OF RIVERTON CREST CEMETERY SECTION B, AS FOLLOWS: DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS, AVENUES, PLACES AND ALLEYS SHOWN HEREON, AND THE USE THEREOF FOR ANY AND ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES; ALSO, ALL PARKS, EASEMENTS OR WHATEVER PUBLIC PROPERTY OR PLACES THERE ARE SHOWN ON THE PLAT FOR THE PURPOSE THEREON INDICATED; ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS OR FILLS UPON THE LOTS OR BLOCKS, TRACTS OR PARCELS OF LAND SHOWN ON THIS PLAT IN THE ORIGINAL REASONABLE GRADING OF ALL STREETS, AVENUES, PLACES AND ALLEYS SHOWN HEREON. AG AFFECTS: PORTION OF PARCEL C A 9. RIGHT OF THE PUBLIC TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON SAID PREMISES IN THE REASONABLE ORIGINAL GRADING OF STREETS, AVENUES, ALLEYS, AND ROADS AS DEDICATED IN THE PLAT. CHICAGO TITLE INSURANCE COMPANY z AFFECTS: PARCEL A GRANTEE: RECORDED: RECORDING NUMBER: x AFFECTS: PARCEL B VOLUME: PAGE: CHICAGO TITLE INSURANCE COMPANY STANDARD OWNER POLICY SCHEDULE B (Continued) SPECIAL EXCEPTIONS x 10. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON PROPERTY HEREIN DESCRIBED AS GRANTED IN DEED: KING COUNTY APRIL 16, 1944 3382747 11'.' RIGHT TO MAKE. NECESSARY SLOPES FOR CUTS OR FILLS UPON PROPERTY HEREIN DESCRIBED AS ESTABLISHED IN KING COUNTY COMMISSIONER'S RECORDS: • 42 491 AI AFFECTS: SOUTHERLY PORTION OF PARCEL C ns 12. THE SUBJECT PROPERTY IS PRESENTLY CLASSIFIED AS EXEMPT AND MAY BE SUBJECT TO THE COLLECTION OF BACK TAXES FOR A POSSIBLE 3 TO 10 YEAR PERIOD, DEPENDING UPON THE ACTUAL USE CLASSIFICATION OF THE PROPERTY DURING ITS EXEMPT STATUS. INQUIRY SHOULD BE MADE TO THE KING COUNTY ASSESSOR'S OFFICE OR THE COMPANY FOR ADDITIONAL INFORMATION. TAX ACCOUNT NUMBER: 152304- 9264 -04 LEVY CODE: 2418 M AFFECTS: PARCELS C AND D AND OTHER PROPERTY AN 13. RIGHTS OF THE CITY OF TUKWILA AND OF THE PUBLIC FOR RIGHT OF WAY PURPOSES OVER PARCEL D. ALTHOUGH PARCEL D IS NOT INCLUDED IN THE PLAT OF RIVERTON CREST CEMETERY SECTION B, IT APPEARS TO BE DRAWN AS A PUBLIC RIGHT OF WAY ON THE FACE OF SAID PLAT. CHICAGO TITLE INSURANCE COMPANY Policy No.: 425021 CHICAGO TITLE INSURANCE COMPANY STANDARD OWNER POLICY SCHEDULE B (Continued) SPECIAL EXCEPTIONS PolicyNo.: 425021 AN 14. CONDITIONS, LIMITATIONS, OBLIGATIONS AND RIGHTS ARISING OR EXISTING BY REASON OF DEDICATION OF PARCEL C AS A CEMETERY. AO 15. RIGHTS OF SEPULCHER IN BURIAL LOTS IN SAID CEMETERY BY REASON OF SALE, CONVEYANCE OR DESIGNATION OR APPROPRIATION TO ANY PERSON OR FAMILY. AP AFFECTS: PARCEL C 11p 16. RESTRICTIONS IMPOSED BY LAW REGARDING THE SALE AND DISPOSITION OF SAID LAND. AR AFFECTS: PARCEL C AS 17. EASEMENTS OVER ANY OF THE NAMED OR UNNAMED STREETS, ROADS, ALLEYS, WALKS, PATHS, PARKS OR PARKWAYS SHOWN ON THE PLAT OF SAID CEMETERY. AT AFFECTS: PARCEL C AV 18. A COPY OF ANY ARTICLES OF DISSOLUTION FOR RIVERTON CREST CEMETERY, INC.' SHOULD BE SUBMITTED TO THIS COMPANY FOR REVIEW. as 19 PHYSICAL INSPECTIONS MADE NOVEMBER 4, 1994 AND DECEMBER 30, 1994 AND ALTA SURVEY MADE DECEMBER 16, 1994 (REVISED JANUARY 4, 1995 AND JANUARY 30, 1995) BY TRIAD ASSOCIATES UNDER JOB N 94 -325 (B & C SITE NO. 94530 -30) DISCLOSE THE FOLLOWING: A. ENCROACHMENT OF OFFICE BUILDING INTO BUILDING SET BACK AREA ALONG SOUTHERLY PORTION OF PARCEL C. B. ENCROACHMENT OF WATER VAULT ONTO PARCEL C BY 4.4 FEET FOR WHICH WE FIND NO EASEMENT OF RECORD. C. ENCROACHMENTS OF COVERED MEMORIAL WALL INTO RIGHT OF WAY FOR 32ND AVE SO. AND INTO BUILDING SET BACK AREA ALONG WEST LINE OF PARCEL C. D. ENCROACHMENT OF FENCE BELONGING TO SAID PREMISES ALONG WEST LINE OF PORTION OF 32ND AVENUE SOUTH NOT INCLUDED IN PARCEL D. E. ENCROACHMENTS OF FENCE ALONG EAST LINE OF PARCEL C AND SOUTH LINE OF PARCEL B AT VARYING DISTANCES ONTO LOTS 18, 20, 21, 24, 25, 27, 28 OF VAL VUE ADDITION. CHICAGO TITLE INSURANCE COMPANY AFFECTS: PARCEL A GENERAL & SPECIAL TAXES: AFFECTS: PARCEL A GENERAL & SPECIAL TAXES: AFFECTS: PARCEL B CHICAGO TITLE INSURANCE COMPANY STANDARD OWNER POLICY SCHEDULE B (Continued) SPECIAL EXCEPTIONS F. ENCROACHMENT OF GARDENING AREA BELONGING TO OWNER OF SOUTHERLY ADJOINER OF PARCEL A ALONG WITH FENCES ONTO PARCEL A. NOTE NUMBER 1: A SURVEY HAS BEEN RECORDED UNDER RECORDING NUMBER 8106309001, A COPY OF WHICH IS HERETO ATTACHED. BX 20. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER 1 OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES): YEAR: 1997 TAX ACCOUNT NUMBER: 734060- 0940 -04 LEVY CODE: 2413 ASSESSED VALUE -LAND: $ 6,600.00 ASSESSED VALUE - IMPROVEMENTS: $ 0.00 BILLED: $100.72 PAID: $50.36 UNPAID: $50.36 PolicyNo.: 425021 BY 21. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER 1 OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES): YEAR: 1997 TAX ACCOUNT NUMBER: 152304- 9129 -09 LEVY CODE: 2413 ASSESSED VALUE -LAND: $ 34,000.00 ASSESSED VALUE- IMPROVEMENTS: $ 26,400.00 BILLED: $921.72 PAID: $460.86 UNPAID: $460.86 CHICAGO TITLE INSURANCE COMPANY AUTHORIZED SIGNATORY Loan Policy :Endorsements : N/A Owner' _s Policy. Endorsements: N/A SPECIAL EXCEPTIONS ** . END OF SCHEDULE B Policy No.: 425021 . CHICAGO TITLE INSURANCE COMPANY CHICAGO TITLE INLJRANCE COMPANY ..- 1800 COLUMBIA CENTER, 701 5TH AVE, SEATTLE, WASHINGTON 98104 S IMPORTANT: This is not a Survey. It is furnished as a convenience to locate the land indicated hereon with reference to streets and other land. No liability is assumed by reason of reliance hereon. f� P1 CHICAGO in LE 11L JRANCE COMPANY 1800 COLUMBIA CENTER, 701 5TH AVE, SEATTLE, WASHINGTON 98104 IMPORTANT: This is not a Survey. It is furnished as a convenience to locate the land indicated hereon with reference to streets and other land. No liability is assumed by reason of reliance hereon. • 3 .4 r•7.)..uw S. 136TH Li- S. 137TH ST. ST. • s .ne) 1321.27 I I. ■)0 2 1- f I2* V A. (11 P1 GEOTECHNICAL INVESTIGATION PROPOSED GIBRALTAR MAUSOLEUM RIVERTON CREST CEMETERY 3400 SOUTH 140 STREET SEATTLE, WASHINGTON Submitted to: Gibraltar. Mausoleum Construction Company 9102 North Meridian Street No 400 Indianapolis, IN 46260 Submitted by: PROFESSIONAL SERVICE INDUSTRIES, INC. 11824 North Creek Parkway North, Suite 101 Bothell, Washington 98119-1706 March 9, 1999 PSI Project No. 861 -95019 E L ( r% i Information .To Build On Engineering • Consulting • Testing March 9, 1999 Mr. Gregg Sacco Gibraltar Mausoleum Construction Company 9102 North Meridian Street No. 400 Indianapolis, IN 46260 Re: Geotechnical Investigation Proposed Gibraltar Mausoleum Riverton Crest Cemetery Seattle, Washington PSI Project No. 861 -95019 Dear Mr. Sacco: At your request, Professional Service Industries (P5I) has performed a geotechnical investigation at the site and completed a geotechnical report based on the information thus obtained. This report presents the results of our field exploration and laboratory tests, engineering analyses, and geotechnical recommendations for the proposed structure. The purpose and scope of this report are based on our proposal dated February 17, 1999. PSI appreciates the opportunity to provide service to you during the initial phase of project development, and we look forward to working with you in the future. If you have any questions regarding this report or need additional information, please call. Respectfully Submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. Reviewed by: Jim Niehoff, P.E., Senior Author Geotechnical Service Susan Melton, E.I.T. Staff Geotechnical Engineer Cc: Ms. Catherine Burst, SCI Ms. Robyn Elkerson, PSI H: \G EOTECH N ICAL \Projects \99 -prof \861 -95019 Tel: 1- 800 - 913 -4039 Fax: 317- 581 - 5047 7 Joseph W ERF�RES 12/29/ a000 Project En Professional Service Industries, Inc. • 11824 North Creek Parkway, N., No. 101 • Bothell, WA 98011 • Phone 425/485.4244 • Fax 425/485.4611 GIBRALTAR MAUSOLEUM PSI Project No, 861-95019 March 9, 1999 LIST OF FIGURES Figure 1 Figure 2 APPENDIX Boring Log Vicinity Map Site and Exploration Plan TABLE OF CONTENTS PROFESS! 'AL SERVICE INDUSTRIES, INC. information to Build On Page No. 1.0 SCOPE •1 2.0 PROJECT DESCRIPTION 1 3.0 FIELD EXPLORATION 1 4.0 SUBSURFACE CONDITIONS 2 4.1 Subsurface 2 4.2 Groundwater 2 5.0 CONCLUSIONS AND RECOMMENDATIONS 2 5.1 General 2 5.2 Site Preparation and General Earthwork 2 5.3 Structural Fill and Compaction 3 5.4 Foundations 3 5.5 Slab-on-Grade Floors 4 5.6 Seismic Design Considerations 4 6.0 LIMITATIONS 5 F GIBRALTAR MAUSOLEUM PSI Project No. 861 -95019 March 9, 1999 Page 1 1.0 SCOPE 2.0 PROJECT DESCRIPTION 3.0 FIELD EXPLORATION PROFESSILAL SERVICE INDUSTRIES, INC. Information to Build On This report presents the results of the geotechnical investigation completed by Professional Service Industries (PSI) for the proposed Gibraltar Mausoleum to be constructed in the Riverton Crest Cemetery located at 3400 South 140t Street in Seattle, Washington. The general location of the site is shown on the Vicinity Map, Figure 1. The purpose of this investigation was to explore the subsurface conditions at the site, and based on the conditions encountered, to develop geotechnical recommendations for design and construction of the proposed structure. It is our understanding that the proposed development will consist of constructing a reinforced concrete mausoleum and its associated sidewalks. The mausoleum will cover a footprint area of about 380 square feet and associated sidewalks 570 square feet. These structures will likely be constructed at or near the existing grade. The mausoleum is proposed to be constructed within an L- shaped undeveloped area located at the northwestern corner of the Riverton Crest Cemetery in Seattle, Washington. This undeveloped area is bounded to the west by a school, to the north by a densely - populated residential area, and in other directions by a driveway and some cemetery facilities. On -site surface vegetation is generally covered with blackberry bushes and shrubs. In general, the topography of the site is relatively level. Our field exploration was performed on March 5, 1999. Subsurface conditions at the site were explored by drilling 1 boring to a depth of 21.5 feet. The boring was completed using a truck - mounted drilling equipment provided by Environmental Drilling, Inc. Continuous - flight, hollow - stem augers were used to advance and support the borehole during sampling. Approximate boring location was determined by taping from the existing facilities. The approximate boring location is shown on the Site and Exploration Plan, Figure 2. In the boring, Standard Penetration -Tests (SPT) were performed at selected intervals in general accordance with ASTM Test Designation D -1586. The split spoon sampler was driven with a 140 - pound hammer freely falling 30 inches. The number of blows required to drive the last 12 inches of penetration is called the "N- value ". This value is used to characterize the relative density of sandy soils or consistency of clayey soils. The field exploration was supervised by our staff geotechnical engineer who recorded the soil and groundwater conditions encountered, maintained a log of the boring, obtained representative samples, and observed pertinent site features. The boring log is presented in the Appendix. The final log represents our interpretations of the field log and the test results of field samples. The stratification lines on the log represent the F" • L GIBRALTAR MAUSOLEUM PSI Project No. 861 -95019 March 9, 1999 Page 2 PROFESSIL SERVICE INDUSTRIES, INC. Information to Build On approximate boundaries between soil types. The actual transitions of varying soil strata may be more gradual in the field. 4.1 Soils 4.2 Groundwater 4.0 SUBSURFACE CONDITIONS Boring B1 initially encountered about 10 feet of brown silty sand with varying quantity and size of gravel inclusions. This layer of soil appears to become denser with increase of gravel content. Below these silty soils, gray medium sand with little silt and some gravel was next encountered to the boring bottom. This underlying soil unit generally appeared to be glacial outwash materials in a dense to very dense condition. The groundwater level was encountered at a depth of about 5 feet during drilling. However, the groundwater level and flow rate are subject to fluctuations, depending on the season, amount of rainfall, surface water runoff, and other factors. In general, the groundwater level is higher and the flow rate is greater in the period of wetter winter months. 5.1 General 5.0 CONCLUSIONS AND RECOMMENDATIONS Based on the results of our subsurface investigation at the site, the site appears to be suitable for the proposed development from a geotechnical standpoint. A trench footing foundation constructed on undisturbed dense native soils or on structural fill which has been properly placed and compacted over these dense native soils, should be adequate to support the proposed structures. The following sections of this report provide detailed recommendations regarding the foundation system and other geotechnical considerations. These recommendations should be incorporated into the project design drawings and specifications. 5.2 Site Preparation and General Earthwork The proposed structure and sidewalk areas should be stripped and cleared of any topsoil or vegetation. Our boring indicates that the required depth of stripping will be on the order of 6 inches below the existing grade. Stripped organic topsoil should be removed from the site and disposed, or used in landscaping areas, as desired. The stripped materials should not be mixed with any materials to be used as structural fill. After the stripping operation, excavations required to reach the bearing subgrade can be initiated. Prior to placing fill, we recommend a representative from PSI be retained to observe and evaluate l : 1 GIBRALTAR MAUSOLEUM PSI Project No. 861 -95019 March 9, 1999 Page 3 5.4 Foundations the suitability of the bearing subgrade exposed during excavation. Floor slabs and sidewalk areas should be supported on the bearing subgrade or structural fill. If any abandoned utilities are detected or observed on -site, these utilities should be plugged or removed so that they do not provide a conduit for water and cause soil saturation and stability problems. 5.3 Structural Fill and Compaction PROFESSI SAL SERVICE INDUSTRIES, INC. Information to Build On Structural fill is defined as the compacted fill placed under load- bearing areas. Structural fill placed under footings and floor slabs should be placed in horizontal lifts not exceeding 8 inches in loose thickness and compacted to a minimum of 95 percent of its laboratory maximum dry density, determined in accordance with ASTM D -1557 (Modified Proctor) method. The fill materials should be placed at or near the optimum moisture content. With the same compaction procedure as described above, fill under pavements and walkways should be placed in horizontal lifts and compacted to 90 percent of maximum dry density, except for the top 12 inches compacted to 95 percent of maximum dry density. During dry weather, most on -site soils except topsoil can be used as structural fill. In general, soils with more than 5 percent fines can become unstable if exposed to excessive moisture. Compaction will be difficult to achieve the required density if the moisture content increases significantly above wet of optimum. If the on -site soils are exposed to excessive moisture and cannot be adequately compacted, then it may be necessary to import free - draining granular fill. Fill placed during wet weather conditions should consist of granular organic -free materials. The grading requirements for the imported fill are specified in the following table. In our opinion, the proposed mausoleum can be supported on a trench footing foundation bearing on dense undisturbed native soils or on structural fill which is properly compacted and placed over these dense native soils. With the foundation support established as described, an. allowable bearing capacity of 3,000 pounds per square foot (psf) for dense undisturbed soils and 2,500 psf for structural fill, can be used for design. The footings should have an embedment depth at least 24 inches below the finished grade. .TABLE U.S. Standard'Sieve Size ` ' : :: ;`„ ='. r:PercenP. tEassing. by:Dry Weight : . 3 inch 100 3 /4 inch 50 -100 No. 4 25 - 65 No. 10 10 - 50 No. 40 0 - 20 No. 200 5 Maximum l : 1 GIBRALTAR MAUSOLEUM PSI Project No. 861 -95019 March 9, 1999 Page 3 5.4 Foundations the suitability of the bearing subgrade exposed during excavation. Floor slabs and sidewalk areas should be supported on the bearing subgrade or structural fill. If any abandoned utilities are detected or observed on -site, these utilities should be plugged or removed so that they do not provide a conduit for water and cause soil saturation and stability problems. 5.3 Structural Fill and Compaction PROFESSI SAL SERVICE INDUSTRIES, INC. Information to Build On Structural fill is defined as the compacted fill placed under load- bearing areas. Structural fill placed under footings and floor slabs should be placed in horizontal lifts not exceeding 8 inches in loose thickness and compacted to a minimum of 95 percent of its laboratory maximum dry density, determined in accordance with ASTM D -1557 (Modified Proctor) method. The fill materials should be placed at or near the optimum moisture content. With the same compaction procedure as described above, fill under pavements and walkways should be placed in horizontal lifts and compacted to 90 percent of maximum dry density, except for the top 12 inches compacted to 95 percent of maximum dry density. During dry weather, most on -site soils except topsoil can be used as structural fill. In general, soils with more than 5 percent fines can become unstable if exposed to excessive moisture. Compaction will be difficult to achieve the required density if the moisture content increases significantly above wet of optimum. If the on -site soils are exposed to excessive moisture and cannot be adequately compacted, then it may be necessary to import free - draining granular fill. Fill placed during wet weather conditions should consist of granular organic -free materials. The grading requirements for the imported fill are specified in the following table. In our opinion, the proposed mausoleum can be supported on a trench footing foundation bearing on dense undisturbed native soils or on structural fill which is properly compacted and placed over these dense native soils. With the foundation support established as described, an. allowable bearing capacity of 3,000 pounds per square foot (psf) for dense undisturbed soils and 2,500 psf for structural fill, can be used for design. The footings should have an embedment depth at least 24 inches below the finished grade. E C L GIBRALTAR MAUSOLEUM PSI Project No. 861 -95019 March 9, 1999 Page 4 A one -third increase in the allowable bearing capacity may be used for short -term subject to seismic or wind effects. With the above allowable bearing stress applied, we anticipate total settlement should be on the order of 3 /4 inch and differential settlement 1 /2 inch within 40 feet. The majority of the settlements will likely occur during construction. Lateral foundation loads can be resisted by friction between the foundation base and the supporting soil, and by passive earth pressure acting on the face of the embedded portion of the foundation. For the latter, the foundation must be poured "neat" against the undisturbed native soils or backfilled with structural fill. For frictional resistance, a coefficient of 0.3 can be used. For passive earth pressure, the available resistance can be computed using an equivalent fluid weight of 250 pounds per cubic foot (pcf). These lateral resistance values include a factor of safety of 1.5. All footing excavations should be examined by a representative from PSI, prior to placing forms or rebar, to verify that subgrade conditions are as anticipated in this report. 5.5 Slab -on -Grade Floors 5.6 Seismic Design Considerations PROFESS'', . :AL SERVICE INDUSTRIES, INC. Information to Build On Slab -on -grade floors may be supported on the subgrade soils prepared as addressed in the previous sections of this report. After subgrade preparation is completed, the slab should be provided with a capillary break consisting of a minimum of 6 inches of clean, free - draining sand or pea gravel. The requirements specified on Table 1 could be substituted for use as capillary break materials except that there should be no more than 2 percent of fines passing No. 200 sieve. We would also recommend the utilization of a vapor barrier such as a 6 -mil plastic membrane to prevent moisture accumulation on the concrete surface. The project site is classified as a Seismic Zone 3 by the 1997 Uniform Building Code (UBC). Based on our analysis of on -site explorations, we interpret the subsurface site conditions to correspond to a seismic soil profile So, as defined by Table 16-i of the 1997 UBC. Soil profile type So refers to stiff soils. In general, structures are subject to damage from earthquakes due to either direct shaking or foundation soil failure. Localized liquefaction may occur in areas where groundwater seepage was observed with loose near - surface granular fill. However, the on -site native soils are generally dense to very dense in their natural occurrence. Therefore, the potential for the site prone to the above seismic hazards is low. The Washington State Department of Natural Resources publication entitled Liquefaction Susceptibility for the Des Moines and Renton 7.5- minute Quadrangles, Washington, by Stephen P. Palmer, Henry W. Schasse, and David K. Norman in 1994, was reviewed for the evaluation of liquefaction potential at the site. Based on the research of this reference, the site falls within the Category III soil zone of which the liquefaction susceptibility is low. This description appears to be in general agreement with our observations and conclusions. L • GIBRALTAR MAUSOLEUM PSI Project No 861-95019 March 9, 1999 Page 5 PROFESSII JAL SERVICE INDUSTRIES, INC. Information to Build On 6.0 LIMITATIONS This report has been prepared to assist in the evaluation of the site Our conclusions and recommendations have been prepared in accordance with generally accepted geotechnical engineering principles and practices. We make no other warranty, either expressed or implied. Our conclusions are based on the results of the field exploration and on our interpretation of surface and subsurface conditions. If conditions are encountered that appear to be different than those described in this report, we should be notified so that we may review and verify or modify our recommendations. This report has been prepared for the exclusive use of Gibraltar Mausoleum Construction Company and their design consultants for the specific application to the proposed project The reproduction of this report, except in full, by any method and its transmittal by any means to a third party without the written permission of PSI, is prohibited. This report, in its entirety, should be included in the project contract documents for the information of the contractor. , 4 ..... ... S k 1441110 S 11540 f1 " 1, !l ! " I: 11611) SI _ _.__ .. r �� R11�LRTON - tAc _ 5 _- - -- — 1 9 _7 LIT �r a 1421 . ST _.( 74141 1 GEL[ TAMS f INr£RfurIONAL AIRPORT rstt ru I a mnwrs , q AIMOR7 Q9 ) S_1 ST f 7 S 7 � `M r. sr e it 160TH 144 I ` ST $Uf11UT PART COARORAI OR N ISM NORTH Drawn by: SAM J J Project No: 861 -95019 Date: March 9, 1999 lltr711 71117107 T l'M1Rff71' 1 I HEMP NII�22 II =1` Lae. vi ST p1 S !]6714 S 1371H s_un r , y ■ S, LI 16:14 SI � � /� O = i1) y y 1 , i c s w I .—.— 4 1.17340 IS ti E.1 r. n VICINITY MAP GIBRALTAR MAUSOLEUM Riverton Crest Cemetery 3400 South 140 Street Seattle, Washington SI i 1 - 111MD Pt T AW II larva P Figure 1 CORPoRA7 141M11tR DA S` a a I,I Engineering • Consulting • Testing e R k1 B LA 1I ti • r • 23 ST r - p 1 u=i l is: 1j:8: s 1s 1 T E R •°s. SCUMMIER f 11 �d ?KNY i"' ague a �a 64AER ® elYO • • /t STRAIIDER BLVi �. s 1 T r pEEI r a Information !To Build On r" L M AU SOLEU M Project No: 861 -95019 Drawn by: SAM Checked: TA./ r y Sundial • SITE & EXPLORATION PLAN NTS GIBRALTOR MAUSOLEUM Riverton Crest Cemetery 3400 South 140` Street Seattle, Washington D Undev Remembrance Devotio East LEGEND: B -1 Approximate location and number of boring Information .To Build On Engineering • Consulting • Testing ' Figure 2 "!;.: KEY TO SYMBOLS (J. Symbol Description L Strata symbols Silty. sand r vrnvrtmr ....... • •• • ....... •• • 11.1.1114.1.1.1.1. Notes: Poorly graded sand Well graded sand: Misc. Symbols 1 6 NOT IN TABLE. Ij (TRANGLE) 1 **" : " • • • . • ...„ • Soil Samplers Standard penetration test 1. Exploratory borings were drilled on 3/05/99 using a 11 4-inch diameter hollow stem auger. L 2. Groundwater encountered during drilling. r 3. Boring locations were taped from existing features and elevations extrapolated from the final design schematic plan. 11 4. These logs are subject to the limitations, conclusions, and recommendations in this report. Client: Gibraltar Mausoleum Project: Riverton Crest Cemetery Boring No: B -1 (1 of 1) 'Total Depth .51 Elevation: I Location: Riverton Crest Cemetery Type of Borintl: Hollow Stem Auger I Started: /05/99 Completed: 3/05/99 I Driller: EDI Elevation Depth DESCRIPTION OF MATERIALS (Classification) 3aidtucS Plastic Limit Moisture Content N Value Table 10 20 30 Limit 80 90 N Remarks i--1 Liquid ( %) 0 A 40 50 60 70 0— \Grass. / 5 17 15 41 1 8 35 50+ cuttings S -1 S -2 S -3 Rock blocked sampler. S_4 S -5 Lenses of silt. S -6 A - II.II } SM Brown silty sand with gravel. � ; I 1 �! fi r Il!1 SM : Brown silty sand little gravel trace clay, moist, medium dense. Becomes wet. 12 6 6 by 9 12 29 36 A ° _ - 10 ill(! i Ipl I0 illG � !' SM Brown sandy silt some gravel, moist, very dense SM Brown silty sand with some gravel, moist, dense. 5 16 32 15 .�� ::� SP Grey fine sand trace silt, moist, dense. rn—.v . -- N 1 - _ 25 — 30 — 35 — SW Grey medium sand some gravel, moist, very dense. r 15 28 , Boring completed at 21.5 feet. Groundwater seepage encountered at 5 feet during drilling. I. LI L. BORING LOG PSI Project No: 861 -95019 PSI ;loo Go*d P = Cc G Q .F,,, - o . b x Zo. B P f I ?. 44 /Sf toil 'pc (sip.) 7� ►Sly i�: 4:j Z C H.00 2�► TP6. Hr11-1 W r .rc G < = /DC. . . J 4"-4 8 w ---� /. 17.6t /404 SO 1 854.1G, 48 f 6Z4 5' 11. 64 s G24' : /1,007.564 e3 foie NO Sp 5692 REGISTERED ,ATECT 1 A•RYC ' ATE OF WASHINGTON 9 /v 4/9ri G'rufE 1/Jr W r Z r t io .t.13 •?. s .7 , br . yes ; 24 . sb G� (o 4 , IMAM w v = yx sirs . so SI. 3 cti/W F•tAtanA = 381' S7• L = Seof sb A. 4 ± — f — w . T 381 .110) 2 = 57 1.4J1 -•rE., c .F. - - 1' r., w 4� 13A l2•0%F 17 - 7 "47 1 i- •••rerilrt, letrwc - ry r24.- wT . 2 2 1. 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'� Date: September 24, 1999 Job No: 99 - 311 Project: Riverton Crest Cemetery Address: 3400 S. 140th Street (D99 -0219) Enclosed are: ® Prints ® Copies ❑ Reproducibles ❑ Reports ❑ Documents ❑ Specifications ® Other To: Permit Technician Department of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 These have been sent: ❑ For Your Use ® For Your Review /Approval ❑ For Your Signature /Return ❑ At Your Request ❑ For Your Records ❑ For Your Information ❑ Other (1u.uililr I),ilr• I)r•sir I linii 4 4 4 Remarks: Sent 13y: 8/16/99 9/24/99 Lee Ann Fraser copies - Brenda Bolt's comment letter sets of prints - Grading Plans and Drainage Plans copies - City's civil drawings submittal guidelines Copies To: 11814 115th Avenue NE, Kirkland, Washington 98034-6923 Phone 425.821.8448 Toll Free 800.488.0756 Fax 425.821.3481 Internet www.triadassoc.com TRIAD ASSOCIATES Project Management Civil Engineering Land Surveying Land Use Planning Landscape Architecture Site Design 0 Enclosed is 4 sets of civil drawings for the Riverton Crest Cemetery project as requested in your letter dated 8/16/99, for review. Triad Associates is handling the civil engineering for this project. Should you have any questions or need additional information, please contact Bill Goggin, the project engineer, in our office (800) 488 -0756. Thank you. TRIAD ASSOCIATES William J. Goggin, PE 11814 115th Avenue NE, Kirkland, WA 98034 Phone 425.821.8448 Toll Free 800.488.0756 Fax 425.821.3481 E bgoggin@lriadassoc.com Mr. David Reynolds SCI Management Corp. (w /enc. 1 copy submtl pckg) RECEIVED CITY OF TUKWILA SEP 2 4 1999 PERMIT CENTER City of Tukwila Department of Community Development John W. Rants, Mayor August 16, 1999 , David Reynolds 1929 Allen Parkway Houston, TX 77019 RE: Letter of Incomplete Application #2 Development Permit Application Number D99 -0219 Riverton Crest Cemetery 3400 South 140th Street Dear Mr. Reynolds: This letter is to inform you that your permit application received at the City of Tukwila Permit Center on July 2, 1999 is determined to still be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Public Works Department: Jill Mosqueda, Associate Engineer, at (206)433 -0179 if you have any questions regarding the attached. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal a `Revision Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and ►vi11 not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206)431 -3672. Sincerely, (-I / c gat? • ren•a olt Permit Coordinator encl File: Permit File No. D99 -0219 Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 RI'ORATION Dear Ms. Holt: Enclosures (2) A.GEMENT CO August 6, 1999 FEDEX 10 AM Delivery Next Business Day Ms. Brenda Holt City of Tukwila Department of Community Development Permit Coordinator 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Development Permit Application Number D99-0219 Riverton Crest Cemetery 3400 South 140th Street Enclosed per your letter of July 7, 1999, are four sets of plans that have revised note # 27 on sheet S-1 to read "1997 Uniform Building Code" and four sets of structural calculations. Also enclosed is the revision submittal form. I trust that this will complete the application and allow a permit to be issued. Sincerely, c31. David S. Reynolds Manager, Zoning and Permit Processing (713) 525-5587 Fax (713) 525-5220 P.0, ISQX 130548 - 1929 ALLEN PARKWAY HOUSTON, TX 77219-0548 713/522-5141 July 7, 1999 David Reynolds 1929 Allen Parkway Houston, TX 77019 RE: Letter of Incomplete Application #1 Development Permit Application Number D99 -0219 Riverton Crest Cemetery 3400 South 140th Street Dear Mr. Reynolds: Sincerely, LAudtt. 40-et Brenda Holt Permit Coordinator encl File: Permit File No. D99 -0219 City of Tukwila Department of Community Development Steve Lancaster, Director This letter is to inform you that your permit application received at the City of Tukwila Permit Center on July 2, 1999 is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Building Division: Ken Nelsen, Plans Examiner, at (206)431 -3677, if you have any questions regarding the following: 1. Revise Sheet S -1, note #27 to 1997 Uniform Building Code. 2. Provide structural calculations. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal a `Revision Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206)431 -3672. John W. Rants, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 • • DEPARTMENTS: 'q A 910 W ,�i J G to *i Approved 1PRROUTE.DOC 5/99 L bra . Cvp PLAN REVIEW /ROUTINGIP Response to Incomplete Letter # 2 Response toZorrection, Letter # :,. Revision #: _after Permit Is Issued tJO Fire Pre e5 Y � 1 Structural Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete )( Incomplete Not Applicable I Comments: TUES /THURS ROUTING: 1-k Please Route Structural Review Required - APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions Planning ivisi n n/g g Permit Coordinator REVIEWER'S INITIALS: DUE DATE: 9-28 -99 No further Review Required CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions ri Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DUE DATE 10-26-99 Not Approved (attach comments) ri REVIEWER'S INITIALS: DATE: DATE: . f. rr': iP' "..,..'r..t!:x ":..n::U•:'zxb ii.: :r+ff' ni.4n',tH «RY54i.::' ??: ".14S ,s "1 raves'. g :11 Complete I Comments: IAA teilk TUES /THURS ROUTING: Please Route WRROUTC.DOC 5/99 ex ezoYd1 . IC,) PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D99 - 0219 . PROJECT NAME: RIVERTON CREST CEMETARY Original Plan Submittal XX Response to Incomplete Letter # 1 Response to Correction Letter # DATE: 8 -11 -99 Revision # _ After Permit Is Issued DEPARTMENTS: 13* � U Building Division I �I Fire Prevention kW & -I2 1,9 NIL $' ILIT Public W A o cl ta ti g �� Structural iii DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 8 -12 -99 APPROVALS OR CORRECTIONS: (ten days) 3::` S7i; r.•'-. � ':Nc;le'1f.`�fi�t?",'":"'me•r.v: • - e � aka r n Incomplete Not Applicable I Y Al, Mao(' - (LD 4)1 Structural Review Required Planning Division Ala- q -12-12. Permit Coordinator DUE DATE 9-9-99 �XF.7CN�etrfi'+3R+N: 1"./ No further Review Required n REVIEWER'S INITIALS: DATE: Approved n Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved C Approved with Conditions El Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: • •:C�::%' >'4S1c; k Nszoi 1'.x9 Rmr-t, IG.TC,'2iti ttE ' -�ii�: vi;:r v'; ?: # -i'i�✓ `YS�:E'..',. in�,tw•(! �;'�. !;i: �±<`.L'S•"fL�iri'i5 TIVITY NUMBER D99- 021.9 DATE 7 -2 -99 ROJECT'NAME RI•VERTON CREST CEMETERY Original' Plan. Submittal. Response to Incomplete Letter Response to Correction # Revision # After Permit Is DEPARTMENTS: Buildi g 1-&-q7 Public Works Please Route Approved CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP Ak Fire Prevention lea. Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) 101 ".// 11 Complete Incomplete M Comments: --� kjbc0 TUES /THURS ROUTING: Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions REVIEWER'S INITIALS: Approved with Conditions n ark— ■•■• REVIEWER'S INITIALS: Division Permit Coordinator DUE DATE: 7 -6 -99 Not Applicable n No further Review Required n DATE: DUE DATE 8-3- -99 Not Approved (attach comments) • DATE: DUE DATE Not Approved (attach comments) DATE: l SEP 16 '99 09:09 FR SCI Date: Project Name: Project Address: Contact Person: /2-4/q1 Entered in Sierra on Response to Incomplete Letter # 2. _ ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued City of Tukwila Plan Check/Permit Number: D44-0t I1 it/G. 6 "Cloud" or highlight all areas of revision Including date of revision Recei ed at the City of Tukwila P rmit Center by: / 713 TO 014250213401 P.O2/O2 ,_.. II _ John W. Rants, Mayor Department of Community Development Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Phone Number: Summary of Revision: A ME Pc./4v / $ /3 (.7 r c v n4oc_. "t oArvit . /tai -c.- = Nv L/ r-< <. 17L3' rot) j7tl c ]' C= . PG - i L / 'L{Z..n 0,0 a JILL M dS oti - A. we-7 /* -v Nor sge4W«t' P' / Gd►1AV L:Z - `ZM) POW, Ttitz7 / A/ /cat- gyro 77 J-(,z G-ZI s JW -- cotiza .s 6517. Sheet Number(s): 77 1 C l)(�'1� stfUZ:r # 2.` G('t- iR'ty P ►N4“" CITY ole TUKWILA SEP 2 4 1999 06/29/99 PF9d112' CCNTM r. IAnl1 del I et City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: pq. OEM X Response to Incomplete Letter # ' E Response to Correction Letter # 0 Revision # after Permit is Issued Project Name: Project Address: Contact Person: vim mo st 62114gm l Phone Number: '7 /3 " 5%25 SSW 7 Su mmary of Revision:6)S t p o .+ S- I ) l -tmk # .17 Wft5 1(62_0i 3-24 " I 91 I 11,.i; 4 o(2v i. 131.1.1 i rl isi q Cock_ rl S titu c - u.t.A-L 01 LG1c 1 Fr'c to S (lien-12-, r.p l Y r c.( A a-e._ A 'c —i4 e of Sheet Number(s): S "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: El Entered in Sierra on B - 11-411 RECEIVED CITY OF TUKWILA AUG 1 1 1999 PERMIT CENTER 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 11/03 '99 1115 ID:LANIERFAX3800 FAX PAGE .• Depsnmcnt of Labor & industries Convector Registration Section , PO Box 44450 • Olympia WA 98504.4450 REGISTRATION VERIFICATION. TEm FAX ( 461j:011f:I ( To FMM 4. 11.14AWAt (:kk ( R gis name ..„ 2ro 1- a r Mausoleum Cofk; Co. iiegistrsone expires • G".15RAMC 09 m P Contractor: Your Certificate of Registration will be sent from the Olympia office and should be received within 2 to 3 weeks. Please keep this record until you receive your Certificate of Registration. *- -) 7 fIsin 6 - 9 reipt aspires P625-036-000 registration verification 12-98 SIGN AT CROSSwAL C BASE ONE STORY WOOD FRAME OFFICE BUILDING ADDRESS: 2300 SOUTH 140th STREET BSBL SIGN (B5 1.0'; ` 12. (PLAT), Ti N NOTE: INTERIOR ROADS DIGITIZED FROM KING COUNTY PUBLIC WORKS AERIAL PHOTOGRAPH. ASP-ISLE ROAD BSBL SEE ZONING DATA X9.82' PARCEL B 5� O4 TT FWD MBAR 4 DY-75 i8, W_,ERAA «;/CAD 1, "" REAR « ii*O. "PACE 11651" 10.27' L in . I LIJ III ; < I 2451 4'10 REBAR 4. CL..,. TI/Z' T'J8R « /TAG '.I 'PACE 11691' 2+c1 PTTO 1/"" EP EL'S NO 10195 RI '0.30' 445826 3©.130" PG 2 " BD PG 41/RIGHT !FND SURFACE BRASS !DISC (12 -94) HELD TO BE 65277'0255 0.75' FROM 5 1 /16th CGR PER ROS IN BOOK 97, PAGE 155 TRUE PONS AEOMNING SURVEYOR`S LEGAL E LECTRIC IRANSMIS10N ENE SEMEN! TO R S P 86.05 ( ) C 'NO, 2230388 16 y 15 SW COR SEC CALC POSITION -4 11►411-4 R E F : RDS BOOK 97. 50 155 (50' , RIGHT -OF -WAY PE. ..88"3C+2r* w• 364.88 (CALC) ,.1765.08 r1^ VIP 6y (PLAT) ; t 1 Eij oic �o I S8818.21'E KEN MOBH ,�, 7 ii-1 1 1 .1 l i o I { ses za xe "E, (PI A� 9 1 10 „ — = 85 s 8E ' StIE tt lOwiNre ONTd 6a2.6s' (IC* - 1C1. 8 . 658' LFLAn >< I '� "` o 6 " TAM CONC RET WALL w.r5 CHAIN TANK FENCE BSBL SSESSOR'S MAP) ASPHALT PA Af19 q 717.47' (W LINE SEC 1511 1 21'!22 PG w /LIGHT SOUTH 140th STREET PTL SP 718.07' (MON - CALC INT) THEO SOUTH LINE GOVT LOT 4 (REF ROS BOOK FND BRASS SURFACE MON (12 -94) HELD FOR LINE BUT N 0.07' OF MONUMENTED 5 LINE GOVT LOT 4 M S 137th ST END C ASED _. _ CON MON cicp NADINE TICE � (12 -94) 3269 S 137Th ST ; � 3 SEATTLE. WA- 98168 12 13 Z' GARAGE / \ £\ aso�s6 N RR 3a N 9g16 14 T A .0,E. s �SS / V21 1NW . A 15 / / 0 0.03, 11 , 1 i . \ _.,,, Kt 16 _ / T3E / ' N + t 9 6 \ / ` }' £A / r I S p D / 17 / / t WUN.T WN, 9A9 v 1 18 ' v i --- Gd1Y1F_ Lt YS`ST` / -1130.25189:59"W KpT(LANO. WA le433 13.58' 1 1 I 0 "E 171.08' (PLAT) C O ▪ SA8'03OD W 180.24 (PLAT) to GARAGE / / / TAD 21 22 26 29 <$3 J. U. NINCHELL 13759 34th AVE SEATTLE. WA 98168 JERRY W. CATURIA 13765 34Th ANE S SEATTLE, WA 98168 — 23 COI1C BLOC RE I WALL 686030 ` N8891'22 "E 170.88' (CALC) VIRGINIA M. SCHULZ 20 13753 34th AVE S SEATTLE, WA 98168 Usi 1 I0 - -I I ° 24 > S I < U 4 a . I � I v I Q I A LOIS MAE DAMS 13771 34th AVE S SEATTLE, WA 98168 RANDY L S KELLY R. E6116115 13777 34th ASE SEATTLE. WA 98168 • DARLENE E. GRANT 25 13783 346 AVE 5 SEATTLE. WA 98168 27 JONATHAN J. AIKEIN 13787 34th AVE S SEATTLE, WA 98168 MARY ROMERO 12310 7th PL SW SEATTLE. WA 98146 I 30 / JAMES L3,5 34 61 Sr-AT1LE. AEA aOl,a I MARGO L. SPARKS 13799 3416 A 9 1 SEATTLE, WA TRIAD JOB N0. 94 -325 SHEET 2 OF 2 T Z 421.08' (CALC) 421.5' 5 (DEED) SCALE: 1" ='.A' 0 25 50 10 GRAPHIC SCALE POR NW. SW. SEC 15, 1WP 23 N, RGE 4 E, W.M. KING COUNTY, WASHINGTON LEGEND CB CATCH BASIN PG POWER POLE /GUY PL POWER POLE w /LIGHT PP POWER POLE PTL POWER POLE w /LIGHT AND TRANSFORMER SP SIGN POST SV SHUT -OFF VALVE WM WATER METER WV WATER VALVE FRO GRANITE STONE w/X' (12 -94) END STONE MON IN CASE (12 -94) HELD TO BE N43'26'42 23.82 FROM SW 1/16 PER ROS BOOK 97. PAGE 155 / 371.62' (TALC) 37183' (PLAT) N8826'21 "W • 161.28' Project Mcnayement Civil Engineering lATES Land Surveying Land Use tanning Environmental Analysis 11415 NE 12815 Street . Kirkland, WA 98034 • (206) 821 -8448 . (206) 821 -3481 FAX BASIS OF BEARINGS HELD BEARING OF 688'26'21 "W BETWEEN THE STONE MONUMENT IN CASE FOUND NEAR THE SW 1/16 CORNER AND THE SURFACE BRASS DISK FOUND NEAP. THE S 1/6 CORNER OF THE SW 1/4 OF SECTION 15, T. 23 N., R. 4 E. W.M. AS DEPICTED ON RECORD OF SURVEY RECORDED IN BOOK 9i OF SURVEYS AT PAGES 155 AND 155A, RECORDS OF KING COUNTY WASHINGTON. LEGAL DESCRIPTION FOR LEGAL DESCRIPTION SEE SkEE t 1 OF 2 THIS 'SURVEY IS INTENDED TO SHOW ONLY TI -HOSE ITEMS SPECIFICALLY, CALLED FOR IN THE AGREEMENT AND SURVEY REQUIREMENTS FOR SERVICE CORPORATION INTERNATIONAL PROJECT SURVEYS DATED MAY 5, 1904 AND MODIFIED BY LETTER DATED OCTOBER 25, 1994. cn cr 0 W o > QC ID (f) I — ▪ t7 N t`3 Q Q O _ o °1; ,_. 17 i M O Q Z ed n ( ) T3 w ct < 0 _I Cu C/1 115 W - 2 0 z m Z 1 W ALTA/ACSM LAND TITLE SURVEY for Service Corporation internationai Project B &C Site No. 94530 -30 Riverton Crest Cemetery 2300 140th Street, Seattle, WA 98168 Network Project No. 94530-30 p� 1VED cp"'f OF F 111MNlLA jt1L 1 5 FEET 2 OF a PERMIT CENTE5 radial Devotion Flog Pot Honor 0 Meditation Trimmed fled emembrance Devotlo East Honor East Me .. East Urn Undeveloped S. 140th STREET 4d -2" 0 PROP. LINE PHASE 1 COLUMBARIUM CREMATION GARDEN Figure 2 (School) (Church) Fence O 6° 120' !C. ±nter Line Of Electric Easement Undeveloped OFFICE All information Token From Compute, ized Survey by Triad Associates Doted 1/27/95 2 Sheets S. h STREET (Residential) 5' Cyclone Fen vi (Residential) Residential) (Residential) ry Sump Fuel Tank I I Well /Pump MAINTENANCE Legend ® Property i i Undeveloped, Usable Undeveloped, Unusable Trees Paved Road Unpaved Road �>f �l'rl�iing Electrical Storm Sewer w Water CD CD e -at 8 Cemetery and All Surrounding Areas Zone6-1 -7.2 r-:! G COPY tv Plan and omissions c-:1 :. : net avd.nite t P w.ataton c. :_:; :: t code or onirsesa. Receipt of coat ar:cis c.ty cf approved P1eree Ey Jr., 4 < t r D to Lb � lq Qq Permit No. t/ 1 i{ e' ( �/� /Joln C .z l i l � 9 1 CITY P VED //��►► �" A e :s O OCT ( 1 159 r3 "' I I rk -06 arc. UfI 0 cr4 - 0iq Z V W J co Z U �y : C < to 2a ® � ac t— w w< w co ^ 6 li it §4 II it I OF S� W INF _ -1 L 1 I II - 1 - I - ql ql 1 I 4' RANI GUTFE RY S ANC? !15 WALLS 6 A "-* 1/2!" C TO 0. 6 PHASE i i:OiUMBARIUM SEE ALTERNATE NO. I <02 > I ROOF PLAN SCALE: I/4" = r -0' ac4f: I - I /2 = r - d' w S # cR A NCHOR 3/ TOP�F,OTHSIDES CRYPT ..AL.ER POLISHED GRANITE ROSETTE SHUTTER (TYPE # 2!-II 1 C. r0 _ i-II 1 C. TO OF 51 - 4 p e . r CONC. PAD (SEE TYP. A1C -POW VERIFY DIM. WITH MANUFACTIRE FLOOR PLAN v c1 ROSEI I t. POLISHED SRANITE SHUTTER (TYPE #I) DETAIL SCALE: I -I /2 = I" - d' VERTICAL DOWNSPOUT (TYP. FOR 2) GOLLEGT I I/2"" PIA PVC. CRYPT VENT LINES IN ROOF SLAT AND VENT AS SHOWN (TYR 2- LOCATIONS) V -5 3/4' Q 5 -Ir 5'-II" I GU616 root OF CRUSHED STONE F CRYPT DRAINASE SYSTEM (TTYP. 8 LOCATIONS) 5 -Ir SIDE T TU R RN N- -- DPOVVN SCALE: N.T.S. 5G.4LE.: N.T.S. 48 -0 I /Z " SIDEWALK 5 -II" 5 -II" Q FOUNDATION PLAN ( SCALE: I/4" = I 4" GONG. SIDEWALK 4" GON WALK W /6X6 - IO O W.WFw/ PROW FINISH CO CENTER OF WALK &RAPE (GJ�JOINT PET. 15a_av �N . SLOPE 4, 1 • 17,70 IlkaVoi ;i 8 � o • l �� 7 p o or -90 TYP. SIDEWALK TURN —DOWN -I (C..J.) CONTROL JOINT # EA WAY J ON 2. Ste. & 48" OG. RAM I��pO� t, 4 GaPAGTEP A&CRESATE 31r 5 EJ EXPANSION JOINT PET_ 13EL_OW CR'� CPT�Dy�Yi1LA VP s�I1I PERMIT CE R (E .J.) EXPANSION JOIIVT CITY OF TUKWILA APROVED SCALE: N.T.S. OCT U 1 1g3g 1 TYPICAL SIDEWALK DETAILS :I SCALE: N.T.S. 1 r Al PROJECT No. 272 Z W O J W Z co OU CC co < 0 O � W >� CC CC V co SHEET NUMBER • MAUSOLEUM CORPORATION DRAWN BY: 1-17R OF J SHEET NUMBER A2 PROJECT No 272 GARDE MAUSOLEUM' II N MAUSOLEUM' FO �l FOR RIVERTON CREST SEA -TAC, WASHINGTON DATE REVISIONS 5692 ni C nl cT REPRODUCTION OF ANY PORTION OF THIS PLAN SHALL BE UNLESS PERMISSION IS Ai 11/10/98 IsSUEA FOR PERMIT 1 L ci i T BRA T � R I oanevc.suuouenux STATE or wpsHINGTo �.— RECEIVED IN WRITING FROM G I BRALTAR MAU- SOLEUM CORPORATION ( 1 1'1 .I' \I' MAU90LEUM CORPORATION MAUSOLEUM CORPORATION +�y� d� a 9102 NORTH MERIDIAN STREET, SUITE 400 INDIANAPOLIS, INDIANA46260 CERTIFIED BY: - j /,...,,,,14 Wf9' DRAWN BY: TPR I DATE:II/12/95 =7 - 1 - rrl>il� l�s�r :--"' t i SCALE: 3" (TY1.,) FOR 5 .32� ' � i �.•i�:��. �^+, C1 • T /PASE SLAP ELEV. +(IOV -01 T .AP +012' - 0'1 T /CRYPT SLAP. 4410r--05) C1TTE{Z VERTICAL DOWNSPOUT rINI5111 SHEET NUMBER PROJECT No 272 #3 TIES @Ski" LV PETAL 3/1 SEC ON : vr - IP ,d' GJ = PIP_ ROOF AS IDLY CV -2- = rYP_ CRYPT ASSEALY CV -3 = TYP_ FOUNDATION AnSSENIPLY 1" ` DETALS = Y NMA RAT OVER 1//' MU VERY NARD ON 6" Lfi WT_ cam. 6 MI. OWEN 2 CONG. FT6. W. (4) G ra i Tl1P ANIP SLAVE TYPE PVC COUPLINS (TYP) CV-, (4) 3/8" PIA DRAIN HOLES r- r 4" CV RRP EDC 1/CRYPT alb +00' -03) T /CRYPT SLAP +00T -03') $ T /CRYPT SLAP +(k24 - W) c0 FA FLL POLISHED SRANITE (OR MARPLE) SHUTTER HP. COPt1& IZ -06') ROSE i TE 4" GONG. WALK TYP. SUPPORT IT ( ANCHOR CASTING DETAIL SCALE: I -1/2" = I' -O' SUPPORT "H" ANCHOR 3/4 "x3/4" RAPPET AT TOP SUTTER, INSTALL TO AND t I r H SIDES MANU. REGOMENDATIONG CRYPT SEALER 71 ERO -SETH_ FINISH N c1 i c1 N 54 NAIL 6" O.G. MAX. SECTION INSTALL PER MANLF. REGOMENDATIONS SCALE: I/5' = I' -d' 3" (MIN) DETAIL SCALE: I -I/2" = 1'-d' 2..-6 TYP. OF 16 T -1-1[ (rYP FOR 5 SEALANT \ / - X 4 KEY SEE NOTES I /A3 LAP SEALANT ROOF EDSE. PECK FLANSE # \ E.PP.M. — MIN. 2x6 PRESSURE TREATED SINGLE PLY MEMPRANE ROC= COVER I /2' RECOVERY WARD ON 6" LT. WT. GONG. T /BASE SLAP ELEV. +000 -O") Er COMPAGTEr FILL HP. GOPINS +(112 -O0 r /CRYPT SLAP +(II2 -or T /CRYPT SLAP +(I09 - O8 ") 00 T /SRYPr SLAP +(IO1-031 T /CRYPT SLAP +(104' -I0s T /CRYPT SLAP. +(102' -O5') ELEV . + 99 -4 12' EPPM_ OVER I/2" RECOVERY POARD ON 6 " LT. WT GONG_ TERMINATION AR SLOPE oe -o2n "1 1/4" PER FT DETAIL I -I /2' = l' E7 OF T'.,`014 A?PQ =J` F O OCT 31I9'.9 4" OVERMANS LAP SEALANT OVER FASTNER HEAPS 3 4" CHAMFER OP Alva POIT- 1 OF FASCIA !� P2_IS1 SRANITE i j SHUTTER (TYPE #3) • REINFORCING SCHEDULE FOR CRYPT OR REINFORCED CONCRETE WALL MEMBER T THICKNESS W WT. RUNE. H HORIZ. REINF. NI 4 4 . A LAMER 1 13 O I8 YAK ( (2) 13 PER UFT All 5 5 A IN EI 1 13 015 MAX ( (2) 14 PER LIT WNL 8 8' A UNFR 1 13 018' MAX ( (2) 0 PER IF WAIL 1 10'AURN 1 14018' EA. FACE N N014 EA. FACE CR(2)/4 EA. FAE PER LIFT W A L L I It & UNER 1 14 015 A F A R i is 0Ink FACE CR (3) 14 A FACE PER LE WAIL M MB 2 1 14 512` A FA(E I p p4 012' ER FACE CR (3) 14 A FACE AB OT NOTE (I) FOR S11GE UM WALL REIWORaNNT TIE %Bt11CAL BARS SHALL E PULED AT TE GOODIN OF RE BE AND RE RED1201 M BARS AT 1E ME FACE OF YSOICM BAR INESS SIN 01FRNSE M ACTING. (2) A UT IS STANDARD RIDS OF A CRYPT COI 6 2' -5 OR NOT GRATER IHN 7 -5. ,4 _a STD, CC 2 "C 1 "CL r r, --Yri r, .�.-�r 1 6M-INT. UP, 0C GREATER THAN 8" EACH SL., ►I STRUCTION .1T. i i ,ca NORM - SEE= S FOR SPACING A4 VERT. - SEE SC FOR SPACNG FOUNDATION SLAB °° �133��� • ! SEE FOUND. PLAN i I rz u, R 5 z L d m o z W0 0 Jtn? D �HJ WWMw w 0 2 Z w X 0 lYPICA .:1111311Hiu Fx181011 CRYPT WALL SCALE: N.T.S. (WALLS GREATER THAN 81 ROOF SLAB 1" CL 1 . -0 ° C Tx:1S11RUC11CDN 81E. 1" CL. GREATER ROOT SLAB =STD. ROOF REINF #4 0 14' CC EACH 'WAY NEON -011.41 N1,4 DOR. 0 CENTER OF AN 8" EACH SLAB #4 'HOW, - SEE SCHEDULE 'FOR SPACING VERT. - SEE SCHEDULE FOR SPACING FOUNDAS)N SLAG SEE FOUND, PLAN DOWELS TO 85 SAME SIZE AS VERT. BARS (TYP.) FOUNDATION SLAB SEE FOUND. PLAN STD. ROOF REINF. /4 AID 14" 0.C. EACH 'WAY )06- W1.444W1.4 W.W.F. TAR 0 CENTER OF EACH SLAB /3 OR #4 4:::021Z, EARS AD CENTER SEE SCHEDULE FOR SPACING /3 OR t!4 VERT. BARS 0 CENTER SEE SCHEDULE FOR SPACING TO BE SAME VERT. BARS (TYP.) 4 TYPICAL SCUM 'Re E'J(TBBOR CIS WELT. A TYPICAL SECTION TI 4U WIERIOR CRYPT WALL SCALE: N.T.S. (WALLS 8" AND UNDER) S SCALE: N.T.S. (WALLS 8" AND UNDER) PLAN DETAIL (5 PLAN DETAIL rl_ . T. (WALLS GREATER THAN 8 ") SCALE: N.T.S. (WALLS 8" AND UNDER) S1 ca R DOWELS TO BE SAME SIZE AS PERT. BARS ('FY...) 4 TH s'-Ti TRW MHO CRYPT WALL 1• SCALE: N.T.S. (WALLS GREATER THAN 8 ") 4 1/2" FOR #3— OR 6" FOR #44 HOP. BAR PLACEMENT) 4 1/2" FOR 13 OR 6" FOR #4 (HOR. BAR PLACEMENT). r r m Z VE RT. BAR LAP 12" FOR X13 BARS 15" FOR A4 BARS FOUNDATION SLAB SEE FOUND. PLAN DOWELS TO BE SAME SIZE AS VERT. BARS (TYP.) • ,-J,-,,-, r r r r S2 ROOF REINF. 14" O.C. WAY xW1.4 W. 011 EN TER OF EDULE EDULE c, #3 OR #4 HORIZ. BARS ® CENTER SEE SCHEDULE FOR SPACING `\ -STD. ROOF REINF. #4 CO 14 O.C. EACH WAY 6X6- W1.4xW1.4 W.W.F. TYP. 0 CENTER OF 3 1 /2" TO T EACH SLAB I N iV #3 OR #4 VERT. BARS B CENTER IN SEE SCHEDULE FOR SPACING i' N i iu SCALE: N.T.S. 1 3/4 rVERT. REINF. HORIZ. REINF. ALTERNATING CRYPT VENT 8 ORM 4 TYPICAL RE IFORCJNG AT CRYPT DRAIN VENT 1' -2" SCALE: N.T.S. (PLAN) 7 1/2" _ 7 1/2" 7 -6" OR 15' -0" 1' -2" WALL THICKNESS 5 PCS. SPACED EQUALLY FOR SINGLE. CRYPTS AND 10 PCS. SPACED EQUALLY FOR TANDEM CRYPTS SCALE: N.T.S. (IF WALL EXCEEDS 3 1/2 ", SEE TO REINF. SCHEDULE SEE SCHEDULE BELOW PLAN VIEW - TYPICAL CRYPT WALL REINFORCING ti #3 CONT. REBAR r. 3 1/2" ,TYPICAL REINFORCING AT CRYPT FACE SCALE: N. T.S. (ELEVATION) #3 CONT. REBAR FACE OF CRYPT TYPICAL REINFORCING AT CRYPT FACE ONLY 1 GENERAL NOTES L BO ML C+H9EE MOW If RUM 28 MY COMB SECS 622 All MEM SUL gill E COMM SERB NO RAB N LOIN ERROR AN MR MIME NN N1 ND 38-89 AI OR 16P-91 &W NNE ND SINK PROP9___6S BASE 2B 1100 PSI BCL ALL RBFOON SIB SDK E RIP EWASR Al NBE MIME EXL SANS, KRFRS Deus, CaUI6, WOE BENS MALE E IRED 18101 MD COFO'3I ID Mil A-615, N FAIN NL me LJ V JO Wait Na PSI_0 2 in WM.. Sent E COMM TO ASN 4-6-15 CURE 6Q BAR SPRINTS NO swags 91N1 E POO N A000(IDHW El AO WIDE MANTA. 011 -315) 3 Mt FBIRROFMT RWL NIT iE FOIDNC FEMME ME FOR A WHIM COI E COAR. A) 3' O R EN11 EMI PRE MI MP FACE B) 3 0708 MOOR" EP NO 0 FELTS 3/C MUM TW FIG 11/P COW BR ODI WS MID RP FAO: t" coo FIWI BOTTOM FRE NI SOAR WAJA101E AWL COETNY M Of 011318 WE ORM 7, SECBOA ID A NI WAM AID SUB WJFO✓.W WAIS SWAT E MUCUS NESS ORRICE SPECIFIED. Ras RWLVL E RUM ONLY N LON SIDS REM AS NM A) AP BMIUDDTAE10E LOB ATDENI KY. RICHOF SAXES TO CIE ANNANO '24BVMEM WORK TOAOI& B) 110193I DR SEIO PIE 10 E LOAW (ATP 9PPCINS TEASER W RREES TO BE A NNAN IY COMING TO AO 31& BEAMS NN ENCOMIUM FEES 914AI RINK RP BN5 IN A SIMDARD 90 HON CORFORNIC 10 AO 318 SECRON 1224. NI WEDDED MEOAGY. CON2ROLS SUCH AS PARS, BOLTS, NERI5, ETC, SAL E AWBA1ATY LOUD RP SEWED N IRE FMK ERR( WAG COME 5 IEEDEO NE Off SHALL E N ACCODNCE El DE EASIEST ASIM SP SUIIO6 A -185 AND A-82. & NL END NE FOE GULL RAE A MAIN OD LAP O" 5 MI A WAN OF 2' WOVE TO AD-311 7. PUNS NISI WE um WAS MOM, GALS, AI FE NM SDICRRN. DDS 9101 AS COAtEIE sues. VANS, EMIS, MI/Ot CAL ED F4,5T E MOL D BY 1E SRNEIIMM. DOER 8 A 0005 Pa1EBIIJE MINE SW I E FIORD INTER RI C[NOEIE SAS API ENS, WU DFY OW EXOFROL BAT DE MEW SLAT NOT COB PING N CONEIE PEPS. I. ASSSS REMORA /3 N 5-0' IOC TROD 012' QA CENTER SOLI BE EOM N ICE sus NEIE RAMS GR NM ARE PARMEEL TO R€ MW 0E013011 RE ARDE iJWB IEIF068611 SWAN E WEND OUR 1E BUM MI AT RIGHT MGRS TU of EAA 10 AIL WRENN SRML E 9IPOC ®BY SUB BOBS WORM TO if RUING WAIttAAAIPS A) IUS ORM USED N EBB1IC MIN EIFp10EIAJAT ABEL KU RE SP/PLATES SOD C NROE SNARES CAM E USED AS AN MIERNAAE TO DE GLIB ERASED AAAA:. SALE BAA OR PIMA YAWLS NE NOT ACOPTAQE B) IETN. CHARS RED N 9PPOtIC HOOF 9011IFQUE PLASTIC IFS CORFU ME RCS IL MI EXPOSED MICKY RINI E HIE SEW MYNS, AM SWAG IAAGLWES ANT DPOSED WORM 12 DMEE (3) COME EST DUDE AWL E BW FOR EMI PoEIAION SAB OR CRAPE MD OPT POAR N NISI LW ONE OF MIMIE TOE POW B 50 MEDIC YARDS OR LESS WEW DE UIOE E COME MASS 50 MX YRS, AIOWUAI SETS W DINERS AWL 8E MME FOR EACH 50 CUBIC Y(i TIE FSBW{G 61E PROOOkF FOR ESIW RE AGBAL E DINE& A) FAST CENTER LSD AT SEVEN (7) DAIS B) SEOI QUEER 1lSB AT I NITY -0GS (28) DAIS C) 1I0 CUIIER NEK-UP DINAR ISRD EIGHT (8) DAYS, F SEM (7) DAY TEST MOTES A SPENCER OF LESS MN 2180 PR FOR 3000 -POAD COROIBE AD 1700 PSI. FOR 2500 -1110 MINE ORBE ESE) AT 11011Y-DOS (3) DAIS 14. FORT (4) COMER EST C1IAWA MR E MATE FOR EACH SECTOR FOR Le. CAMEO ROOS, MA FLOOR SAGS, SEDOI SA CORM SAGS, BLAB AID OARS. TIE DAEDRC 6 DE PRONE RR ESN DE COMMIE CHM A) EMT CYINOBt 1SBD AT SEUN (7) DAYS 8) Wtsm CLAIM TESTED AT 131 (10) DAYS C) THIN 0111EW ISO AT TENIY -DOS (28) DAIS D) EOMM CYDER DISC -IP CUNIER lE AD AT MEDIA (11) DAIS F 114 (10) DAY EST NIICAIS A SIIENGIH 11F LESS TUN 2400 P.M. SHOULD IEN (I0) DAY TEST MMOE SRDNC111 OF 2400 PS1 CR SEAM; 115 DINER AWL E TEND AT 1100-BENT (28) DAYS 15 CRAWL EDS OWL IFASAE It SORE z If HP MC 9011 E WDI* I FOR ALL CNYPT DRAWS It AIL NTAL DRIB 10 EATER OR FARE N L E 101-Cant E NE MN, SRS AS KIT OP WARM. 17. DUDS AWL E NONED ROL AIL NNE. AD COIW =EOM B IOAWAISIS EMPIRIC TO 1E FOLOWAZ IFAGUINTS: A) ML DOD SAAi W X SN€ SN D SEDD r5 AGWAL IGAB T1WIAL B) ALL OWLS SHILL EANNMR BCD CIECR24 18. ALL FIL MIRK 9PPRMNC ROME SERAIL COF01110 1E RINK REQURDFNIS: A) Ell MEW SHALL E COWARD N A MOM CFA" IF15 AT ROPIER MOSIIE TOEBAL MO AT 951 AGAIID MICR COFCBNlG TO AS1M D -1557. B) ARE VAR NA INN sae WIN TO J03 MECUMS AI RPES:NTABE SAMPLES SHALL BE IDEATES BY 1E TFSING LABORATORY OR Di BEDS flAOR T0 15E C) TFE AMMAN AGSM; LAOR90RY N SRS OEMs SWI E CRIED AHD AL Down DREAM OF FORIAMD15 ARE COPIER AID BEFORE ANY HI MATBMAL IS RACED. D) CCMPAC1011ST OR CREW ET SWI FE MD IFA 061P,ERD16 N PROYESS MD N MEALS MERE C!MIROEFD COPACIID FEL IS GORED. lE REGIME LA 1AIMY Gd STREWN BEATER SIRE MINE If MATCH Alit AINR OF ISIS REINED. E) AIL COP7CIMN EST N DWI EST HEARTS S1WI E SBE 101E MRCNICT. D) AU rABATW SWI E MD ME SE ciee TWA Aia CR DENSITY TESTS ARE NOTED BY if ARCHTECT. 19. All. COISIRUCIOA JOIE AWL E MALT RM9® CR IDlED TO SPEW ADEQUATE BSI. 20 DEM LOADS MI_ COFON ID MBEAPF LOCI A SUE NOES AI CRATES ESINLDIOS: ROff: _IL___ PSE FLOOR LINED 100 PSI CAPE 30 PSL NN! BSA IFBLFS'F UTF C STATE 70k 3 21. CORRUCTGR SHALL NOME SWCIIIY INNER OR ILUECMNG ARCHITECT AT LEAST 24 HOURS N NONCE TO WELT ERATNEDANT FOR STRUCTURAL POOR. NO SDECTORAL POUR 9IAll BE AIDS ERN AWDIAL DUV AN 22 COAS161CN LOADS DIEM 31 PSF SWI IDI E REED TO ROOF CREPT CR COMPEER SUBS. RAIDAIAL MAR EIAATWNT STORAGE 9DEL E 0IA R CRYPT AREAS OMY BY SF115S EGARDRIC POSSRE OAENOAD MID E ERRED ID TIE swam BMHIEDL 25 1 NDI NTNNN. REED PON N I SUB 6 CWABE W SUNNING A 5 SAB NQUUAG F!XN POUR F A MOOR SLAB IS WEED, TE 1MOOESS OF FORM POUR TALL E INCREASED AWNING TO 01DRACTOtS METER 24. if EEFORDNAI FOt ML CRIPA SIAB FONIIAl1MS 6 AS H:DOE RORY BLABS. BARS SHAW RUN PERPENDICULAR TO DEPT NAILS AND TFE 10P BERM BARS SAIL RUN PARAEEEL 10 CR111 BPS. 25 ALL FONIAIRNS DUDE BEANS MITE BUM RIMER TAIL E STATED AT A NNIAAR DIPIH % TO MEET FROST LIE EDSUAOIIS 26. FIJATAO WAS DESDED BASED ON A IET SAE EAINI CAPACITY 1560 PSF AS ROXBORO M lE REPORT CF SUBSURFACE MANGAN FOR RE PRONE PI1IJNGERT: 27. ALL NFMI SDLL CLEAR CITY OF TIIKY ILA APPIIOVFO OCT 0 119A AS NO :; 21i 9 V N z ! O V Q Q W W 0 SHEET NUMBER Si PROJECT No.272 OF i I rz u, R 5 z L d m o z W0 0 Jtn? D �HJ WWMw w 0 2 Z w X 0 lYPICA .:1111311Hiu Fx181011 CRYPT WALL SCALE: N.T.S. (WALLS GREATER THAN 81 ROOF SLAB 1" CL 1 . -0 ° C Tx:1S11RUC11CDN 81E. 1" CL. GREATER ROOT SLAB =STD. ROOF REINF #4 0 14' CC EACH 'WAY NEON -011.41 N1,4 DOR. 0 CENTER OF AN 8" EACH SLAB #4 'HOW, - SEE SCHEDULE 'FOR SPACING VERT. - SEE SCHEDULE FOR SPACING FOUNDAS)N SLAG SEE FOUND, PLAN DOWELS TO 85 SAME SIZE AS VERT. BARS (TYP.) FOUNDATION SLAB SEE FOUND. PLAN STD. ROOF REINF. /4 AID 14" 0.C. EACH 'WAY )06- W1.444W1.4 W.W.F. TAR 0 CENTER OF EACH SLAB /3 OR #4 4:::021Z, EARS AD CENTER SEE SCHEDULE FOR SPACING /3 OR t!4 VERT. BARS 0 CENTER SEE SCHEDULE FOR SPACING TO BE SAME VERT. BARS (TYP.) 4 TYPICAL SCUM 'Re E'J(TBBOR CIS WELT. A TYPICAL SECTION TI 4U WIERIOR CRYPT WALL SCALE: N.T.S. (WALLS 8" AND UNDER) S SCALE: N.T.S. (WALLS 8" AND UNDER) PLAN DETAIL (5 PLAN DETAIL rl_ . T. (WALLS GREATER THAN 8 ") SCALE: N.T.S. (WALLS 8" AND UNDER) S1 ca R DOWELS TO BE SAME SIZE AS PERT. BARS ('FY...) 4 TH s'-Ti TRW MHO CRYPT WALL 1• SCALE: N.T.S. (WALLS GREATER THAN 8 ") 4 1/2" FOR #3— OR 6" FOR #44 HOP. BAR PLACEMENT) 4 1/2" FOR 13 OR 6" FOR #4 (HOR. BAR PLACEMENT). r r m Z VE RT. BAR LAP 12" FOR X13 BARS 15" FOR A4 BARS FOUNDATION SLAB SEE FOUND. PLAN DOWELS TO BE SAME SIZE AS VERT. BARS (TYP.) • ,-J,-,,-, r r r r S2 ROOF REINF. 14" O.C. WAY xW1.4 W. 011 EN TER OF EDULE EDULE c, #3 OR #4 HORIZ. BARS ® CENTER SEE SCHEDULE FOR SPACING `\ -STD. ROOF REINF. #4 CO 14 O.C. EACH WAY 6X6- W1.4xW1.4 W.W.F. TYP. 0 CENTER OF 3 1 /2" TO T EACH SLAB I N iV #3 OR #4 VERT. BARS B CENTER IN SEE SCHEDULE FOR SPACING i' N i iu SCALE: N.T.S. 1 3/4 rVERT. REINF. HORIZ. REINF. ALTERNATING CRYPT VENT 8 ORM 4 TYPICAL RE IFORCJNG AT CRYPT DRAIN VENT 1' -2" SCALE: N.T.S. (PLAN) 7 1/2" _ 7 1/2" 7 -6" OR 15' -0" 1' -2" WALL THICKNESS 5 PCS. SPACED EQUALLY FOR SINGLE. CRYPTS AND 10 PCS. SPACED EQUALLY FOR TANDEM CRYPTS SCALE: N.T.S. (IF WALL EXCEEDS 3 1/2 ", SEE TO REINF. SCHEDULE SEE SCHEDULE BELOW PLAN VIEW - TYPICAL CRYPT WALL REINFORCING ti #3 CONT. REBAR r. 3 1/2" ,TYPICAL REINFORCING AT CRYPT FACE SCALE: N. T.S. (ELEVATION) #3 CONT. REBAR FACE OF CRYPT TYPICAL REINFORCING AT CRYPT FACE ONLY 1 GENERAL NOTES L BO ML C+H9EE MOW If RUM 28 MY COMB SECS 622 All MEM SUL gill E COMM SERB NO RAB N LOIN ERROR AN MR MIME NN N1 ND 38-89 AI OR 16P-91 &W NNE ND SINK PROP9___6S BASE 2B 1100 PSI BCL ALL RBFOON SIB SDK E RIP EWASR Al NBE MIME EXL SANS, KRFRS Deus, CaUI6, WOE BENS MALE E IRED 18101 MD COFO'3I ID Mil A-615, N FAIN NL me LJ V JO Wait Na PSI_0 2 in WM.. Sent E COMM TO ASN 4-6-15 CURE 6Q BAR SPRINTS NO swags 91N1 E POO N A000(IDHW El AO WIDE MANTA. 011 -315) 3 Mt FBIRROFMT RWL NIT iE FOIDNC FEMME ME FOR A WHIM COI E COAR. A) 3' O R EN11 EMI PRE MI MP FACE B) 3 0708 MOOR" EP NO 0 FELTS 3/C MUM TW FIG 11/P COW BR ODI WS MID RP FAO: t" coo FIWI BOTTOM FRE NI SOAR WAJA101E AWL COETNY M Of 011318 WE ORM 7, SECBOA ID A NI WAM AID SUB WJFO✓.W WAIS SWAT E MUCUS NESS ORRICE SPECIFIED. Ras RWLVL E RUM ONLY N LON SIDS REM AS NM A) AP BMIUDDTAE10E LOB ATDENI KY. RICHOF SAXES TO CIE ANNANO '24BVMEM WORK TOAOI& B) 110193I DR SEIO PIE 10 E LOAW (ATP 9PPCINS TEASER W RREES TO BE A NNAN IY COMING TO AO 31& BEAMS NN ENCOMIUM FEES 914AI RINK RP BN5 IN A SIMDARD 90 HON CORFORNIC 10 AO 318 SECRON 1224. NI WEDDED MEOAGY. CON2ROLS SUCH AS PARS, BOLTS, NERI5, ETC, SAL E AWBA1ATY LOUD RP SEWED N IRE FMK ERR( WAG COME 5 IEEDEO NE Off SHALL E N ACCODNCE El DE EASIEST ASIM SP SUIIO6 A -185 AND A-82. & NL END NE FOE GULL RAE A MAIN OD LAP O" 5 MI A WAN OF 2' WOVE TO AD-311 7. PUNS NISI WE um WAS MOM, GALS, AI FE NM SDICRRN. DDS 9101 AS COAtEIE sues. VANS, EMIS, MI/Ot CAL ED F4,5T E MOL D BY 1E SRNEIIMM. DOER 8 A 0005 Pa1EBIIJE MINE SW I E FIORD INTER RI C[NOEIE SAS API ENS, WU DFY OW EXOFROL BAT DE MEW SLAT NOT COB PING N CONEIE PEPS. I. ASSSS REMORA /3 N 5-0' IOC TROD 012' QA CENTER SOLI BE EOM N ICE sus NEIE RAMS GR NM ARE PARMEEL TO R€ MW 0E013011 RE ARDE iJWB IEIF068611 SWAN E WEND OUR 1E BUM MI AT RIGHT MGRS TU of EAA 10 AIL WRENN SRML E 9IPOC ®BY SUB BOBS WORM TO if RUING WAIttAAAIPS A) IUS ORM USED N EBB1IC MIN EIFp10EIAJAT ABEL KU RE SP/PLATES SOD C NROE SNARES CAM E USED AS AN MIERNAAE TO DE GLIB ERASED AAAA:. SALE BAA OR PIMA YAWLS NE NOT ACOPTAQE B) IETN. CHARS RED N 9PPOtIC HOOF 9011IFQUE PLASTIC IFS CORFU ME RCS IL MI EXPOSED MICKY RINI E HIE SEW MYNS, AM SWAG IAAGLWES ANT DPOSED WORM 12 DMEE (3) COME EST DUDE AWL E BW FOR EMI PoEIAION SAB OR CRAPE MD OPT POAR N NISI LW ONE OF MIMIE TOE POW B 50 MEDIC YARDS OR LESS WEW DE UIOE E COME MASS 50 MX YRS, AIOWUAI SETS W DINERS AWL 8E MME FOR EACH 50 CUBIC Y(i TIE FSBW{G 61E PROOOkF FOR ESIW RE AGBAL E DINE& A) FAST CENTER LSD AT SEVEN (7) DAIS B) SEOI QUEER 1lSB AT I NITY -0GS (28) DAIS C) 1I0 CUIIER NEK-UP DINAR ISRD EIGHT (8) DAYS, F SEM (7) DAY TEST MOTES A SPENCER OF LESS MN 2180 PR FOR 3000 -POAD COROIBE AD 1700 PSI. FOR 2500 -1110 MINE ORBE ESE) AT 11011Y-DOS (3) DAIS 14. FORT (4) COMER EST C1IAWA MR E MATE FOR EACH SECTOR FOR Le. CAMEO ROOS, MA FLOOR SAGS, SEDOI SA CORM SAGS, BLAB AID OARS. TIE DAEDRC 6 DE PRONE RR ESN DE COMMIE CHM A) EMT CYINOBt 1SBD AT SEUN (7) DAYS 8) Wtsm CLAIM TESTED AT 131 (10) DAYS C) THIN 0111EW ISO AT TENIY -DOS (28) DAIS D) EOMM CYDER DISC -IP CUNIER lE AD AT MEDIA (11) DAIS F 114 (10) DAY EST NIICAIS A SIIENGIH 11F LESS TUN 2400 P.M. SHOULD IEN (I0) DAY TEST MMOE SRDNC111 OF 2400 PS1 CR SEAM; 115 DINER AWL E TEND AT 1100-BENT (28) DAYS 15 CRAWL EDS OWL IFASAE It SORE z If HP MC 9011 E WDI* I FOR ALL CNYPT DRAWS It AIL NTAL DRIB 10 EATER OR FARE N L E 101-Cant E NE MN, SRS AS KIT OP WARM. 17. DUDS AWL E NONED ROL AIL NNE. AD COIW =EOM B IOAWAISIS EMPIRIC TO 1E FOLOWAZ IFAGUINTS: A) ML DOD SAAi W X SN€ SN D SEDD r5 AGWAL IGAB T1WIAL B) ALL OWLS SHILL EANNMR BCD CIECR24 18. ALL FIL MIRK 9PPRMNC ROME SERAIL COF01110 1E RINK REQURDFNIS: A) Ell MEW SHALL E COWARD N A MOM CFA" IF15 AT ROPIER MOSIIE TOEBAL MO AT 951 AGAIID MICR COFCBNlG TO AS1M D -1557. B) ARE VAR NA INN sae WIN TO J03 MECUMS AI RPES:NTABE SAMPLES SHALL BE IDEATES BY 1E TFSING LABORATORY OR Di BEDS flAOR T0 15E C) TFE AMMAN AGSM; LAOR90RY N SRS OEMs SWI E CRIED AHD AL Down DREAM OF FORIAMD15 ARE COPIER AID BEFORE ANY HI MATBMAL IS RACED. D) CCMPAC1011ST OR CREW ET SWI FE MD IFA 061P,ERD16 N PROYESS MD N MEALS MERE C!MIROEFD COPACIID FEL IS GORED. lE REGIME LA 1AIMY Gd STREWN BEATER SIRE MINE If MATCH Alit AINR OF ISIS REINED. E) AIL COP7CIMN EST N DWI EST HEARTS S1WI E SBE 101E MRCNICT. D) AU rABATW SWI E MD ME SE ciee TWA Aia CR DENSITY TESTS ARE NOTED BY if ARCHTECT. 19. All. COISIRUCIOA JOIE AWL E MALT RM9® CR IDlED TO SPEW ADEQUATE BSI. 20 DEM LOADS MI_ COFON ID MBEAPF LOCI A SUE NOES AI CRATES ESINLDIOS: ROff: _IL___ PSE FLOOR LINED 100 PSI CAPE 30 PSL NN! BSA IFBLFS'F UTF C STATE 70k 3 21. CORRUCTGR SHALL NOME SWCIIIY INNER OR ILUECMNG ARCHITECT AT LEAST 24 HOURS N NONCE TO WELT ERATNEDANT FOR STRUCTURAL POOR. NO SDECTORAL POUR 9IAll BE AIDS ERN AWDIAL DUV AN 22 COAS161CN LOADS DIEM 31 PSF SWI IDI E REED TO ROOF CREPT CR COMPEER SUBS. RAIDAIAL MAR EIAATWNT STORAGE 9DEL E 0IA R CRYPT AREAS OMY BY SF115S EGARDRIC POSSRE OAENOAD MID E ERRED ID TIE swam BMHIEDL 25 1 NDI NTNNN. REED PON N I SUB 6 CWABE W SUNNING A 5 SAB NQUUAG F!XN POUR F A MOOR SLAB IS WEED, TE 1MOOESS OF FORM POUR TALL E INCREASED AWNING TO 01DRACTOtS METER 24. if EEFORDNAI FOt ML CRIPA SIAB FONIIAl1MS 6 AS H:DOE RORY BLABS. BARS SHAW RUN PERPENDICULAR TO DEPT NAILS AND TFE 10P BERM BARS SAIL RUN PARAEEEL 10 CR111 BPS. 25 ALL FONIAIRNS DUDE BEANS MITE BUM RIMER TAIL E STATED AT A NNIAAR DIPIH % TO MEET FROST LIE EDSUAOIIS 26. FIJATAO WAS DESDED BASED ON A IET SAE EAINI CAPACITY 1560 PSF AS ROXBORO M lE REPORT CF SUBSURFACE MANGAN FOR RE PRONE PI1IJNGERT: 27. ALL NFMI SDLL CLEAR CITY OF TIIKY ILA APPIIOVFO OCT 0 119A AS NO :; 21i 9 V N z ! O V Q Q W W 0 SHEET NUMBER Si PROJECT No.272 OF a a v i 3 PS rp CUR. SEC. 6S -23-4 SOUND cxsw 09PIC. MtTN MAW 149826V1 _ dS 6r O 4 RIVERTON GARDEN MAUSOLEUM POR. SW 1/4, SEC. 15, TVVP. 23 N., RGE. 4 E., W.M. SCALE: 1" = 20' 0 10 ?0 BASIS OF BEARING HELD BEARING OF N882621'W BETWEEN THE STONE MONUM&4T IN CASE FOUND NEAP THE SW 1/16 CORNER AND THE SURFACE BRASS DISK FOUND NEAR THE S 1/16 CORNER OF 77-IE SW 1/4 OF SECTION 15, T. 23 N., R. 4 E., W.M. AS DEPICTED ON RECORD OF SURVEY RECORDED IN BOOK 97 OF SURVEYS AT PAGES 155 AND 155A, RECORDS OF KING COUNTY WASHINGTON. (REFERENCE JOB NO. 94 -325) DATUM ASSUMED TEMPORARY DATUM FOR THIS PROJECT. CONTOUR INTERVAL = 2' BENCHMARK INFORMATION ORIGINATING BENCHMARK: 7BM "A - TOP WEST CORNER OF CONC. WALK IN PLANTER AT "REMEMBRANCE WALL" ELEVATION = 100.51 7BM B" - NORTH TOP OF GRANITE SUNDIAL ON X" IN NUMERAL XII (12). ELEVATION = 107.83 SITE DESCRIPTION A PORTION OF RIVERTON CREST CEMETERY VOL 34. PG. 11 d• VOL. 45, PG. 67. ENGINEER / SURVEYOR TRIAD ASSOCIATES 11814 175TH AVENUE NE KIRKLAND, WA 98034 PHONE (425) 821 -8448 CONTACT: : rRLL,9IAF J. VWUIn P.E. PROJECT ENGINEER DEVELOPER SCI WASHINGTON FUNERAL SERVICES INC 1929 ALLEN PARKWAY HOUSTON, TX 77019 PHONE (713) 522 -5141 CONTACT- DAVID S REYNOLDS SHEET INDEX 1 VICINITY MAP NOT TO SCALE COVER SHEET 2 CLEARING, GRADING, AND DRAINAGE PLAN 'Dqq - OZ19 These arts have been reviewed ter the P N Works Department for eanfraveanne WiNt MOMS City standards. Acceptance is cuts sct to errors end muirtiom which do 4101 a violations of sti standards or oneameas. The responsibility for the ader+acy of the rests totally with the d Additais, dation or revisions to these damps after this date 40 void this acceptance and will require a resibatad of revised drawings eat subasquont * field inspep1mb7 thr Rift �^c 6. F o P-i ID 1CWI CITY o. Tti SEP 2 4 ignq city OF TUl WILA APPROVED PERMIT CEn ,, OCT G 1 1999 AS 4iOrLD 01999 TRIAD ASSOCIATES TRIAD ASSOCIATES project Management Civil Engineering land Surveying land Use planning landscape .Architecture Al, Denngn 11014 715th 6e Kg awing TA 0194 -12123 Tel 4222128446 as 415.12L34111 I Td1 Yu LINAM00156 mr.frigroccoot c�a ° z CLAY A. LOOMS P. PROJECT MANAGER PROJECT SURVEYOR WUJAM ,L *X Xit RE PROJECT ENGINEER PROJECT ISNDSCAPE AYCHEfECT DAT& 9/22/99 SCALE: HM: r=20' TINL:N /A EMEMEIMMIIIIIIMMIMEM 9/24,/99 STAMP NOT VALID BUSS SIGNED AND DATED MIPPAMMOINEMMIONIMMIIMI JOB NUMBER 99 -311 I SHEET NOIIAYR 1DP2 pa N7:ry r REFER 1O AROIIECRARAL FOR 71 GARDEN MAUSOLEUM M BY GBRALTAR 4i9n4XMCCw w OARED 11- 12-98. SCALE: 1" =10' A 3 70 4' QiEINr 024ACRE7E ST,AE4N LK PHt CND' OF 9M13CiMlA S$R D*G. 8,8-79. SASE wag ONS 9W. / 57. 3 All 3 4 -EX. CONCRETE CURS I 1 I I { J II EX EDGE OF ASPHALT (TYP) I EX SUNDIAL L POR. SW 1/4, SEC. 15, TWP. 23 N., RGE. 4 E., W.M. EROSION OQNmROt FENCE PER UN COUNTY STANDARDS /Nn e•••) NG TYP) 75.9 r t / / IX I. G I I I I I. -II to EX EDGE OF ASPHALT II IN - 1 . EX. WOOD FENCE i - - - 72.7 (TYR.) i -!f - - - - Y i• • i• • II 70708 £X. CB RIM ELEV = 96.53 BOTTOM STRUCTURE 95.43 f2" IE 93.55 CONC. N.S. 0 \` <� i\ i - - \ , \ PLAN \ EX TED ■ _ _ - , - I .1, \;.; \ AREA II / 6;f00 t y \> W 11 EX . I CB _ f ( ,� tl - - - - . . I I RIM ELEV = 96.68 18" P £ 76.5 / JM vf�f r t \\\ "\ . VALVE IRRIGATION.' I j BOTTOM STRUCTURE 95.78 20" EX. PUNTED � / �'G _ _ _ _ _ , 12" lE 92.98 CONC. N.S. 772 AEA f 71.1 EX. GRANITE I f 1 j "REMEMBRANCE WALL " I S i EX.. CONCRETE CURB - . - I ur 79.8 £ i ,- - - - - t - -. . ` J t� 771. .t. � . y — — - --_ __ _ _ _— - - - • — TEMPORARY EROSION /SEDIMENTATION CONTROL NOTES 1) APPROVAL Cr 1765 TEMPORARY EROSION AND SfDIAIENNTA770N1 CONTROL (TESL) PLAN DOES NOT CONSTRUTE AN APPROVAL OF P.MIA,.._ ROAD GA 0...4801 OE DESIGN (Ea., SZE AND LOCATION OF ROAD% PIPES liES11CCTOR% CHANNEL% RETENTION FACILITIES WRITE% ETC.). 2) THE IMPLQMBITATION OF THESE TESL PLANS AND THE CONSTRUCTION MAINIENAN,'E REPLACEMENT, AND UPGRADING OF THESE IESC FAG IDES TS THE RESPONSIBILITY OF THE APPUCANT/IESC SUPERVISOR UNTIL AU CONSTRUCTION 15 APPROVED. 3) THE BOUNDARIES OF IHE GEARING UM/7S SHOWN ON THIS PLAN SHALL BE (.EARLY RAGGED BY A CONTINUOUS LENGTH OF SURVEY TAPE (OR FENCING IF REQUIRED) PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING UMRS SMALL BE PERMITTED RITE CLEARING HAULS SHALL BE MAINTAINED BY PE APPLICANT/I CONTRACTOR FOR THE DURATION OF GINSTRUCBON. 4) ME EEC FAGUITES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR 70 OR IN CONJUNCTION 1$17H ALL CLEARING AND GRADING ACTIVITIES SO A5 TO ENSURE THAT ME TRANSPORT OF SEDIMENT TO SURFACE WATER% DRAINAGE SYSTEM% AND ADJACENT PROPERTIES IS MINIMIZED. 5) FE 1ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR AN7IGPA7ED SlY CONDITIONS LURING THE CONSTRUCTION PERIOD, THESE TESL FACIUIIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED 70 ACCOUNT FOR CHANCING SITE CONDITIONS (EC, ADDITIDIHAL SUMP PUMPS RELOCATION OF DITCHES AND SILT FENCE% ETC). 6) THE IE5C FACUEES SHALL BE INSPECTED DAILY BY ME APPLICANT /T15C SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING NR/T173/ RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE IESC FACILITIES DURING THE NET SEASON (OCTOBER 1 ID MARCH 31) AND OF MONTHLY RENEWS /TURING ME DRY SEAM (APRIL 1 TO SEP7EMP.,£P. 30). 7) ANY AREA OF EXPOSED SOILS INCLUDING ROADWAY EMBAMOMEN7S THAT MIL NOT BE DISTURBED FOR TWO DAYS DURING THE NET SEASON OR SEVEN DAYS DURING ME DRY SEASON SHALL BE IMMEDIATELY STABILIZED ME1 THE APPROVED IESC METHODS (Ea, SEEEDINE MULCHING, PLASTIC COVERING, ETC) B) ANY AREA NEEDING 7ESC MEASURE% NOT REWIRING IMMEDIATE ATIENIION, SHALL BE ADDRESSED WITHIN FIFTEEN (15) DAYS 9) THE 7E5C FACLIIIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR N41HIN THE 48 HOURS FOLLOWING A SIERM EVENT. 70.8 10) AT NO RUE SHALL MORE IRAN ONE (1) FOOT OF SEDIMENT BE ALLOWED 70 ACCUMULATE OHTHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING THE CLEANING OPERATIOIH SHALL NOT TULSA SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 11) STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTAL LED AT THE BEGNNING OF CCNSTRUCI7GI AND MAINTAINED FOR THE DURATION OF WE PROJECT. ADLIRONAL MEASURES SUCH AS WASH PADS, MAY BE REQUIRED TO ENS.44E 7HAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 12) ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETIUNG BASIN SHALL BE MODIFIED HITS/ ME NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUAIE ST RAGE CAPACITY. IF ME PERMANENT FACILITY IS TD FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE FACILITY MUST BE GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST ONE FOOT ABOVE ME FINAL GRADE OF 7HE PERMANENT FACILITY. 13) *HERE STRAW MULE/ FOR TEMPORARY EROSION CONTROL IS REWIRED, IT SHALL BE APPLIED AT A MINIMUM IHICQIESS OF 1140 INCHES SIDEWALK DETAIL NOT TO SCALE LEGEND __ BOUNDARY DENIER LINE _ -300- r._ — - f0 EkTS7ING CONTOURS -- - 302__ _. 2 EXISTING CONTOURS --- P.59 -- - -- 70 PROPOSED CONTOURS -422- -2 PROPOSED CONTOURS a x FENCE (7FA.41NS UNITS OF CLEARING (TO WISIDE OF ARC) O PROPOSED ROOF IXRAIN/DO*NSPWT _ — — 5D -- — — EXISTING STORM DRAIN Pr.'_ ❑ RJGSING CATCH BASIN HYPE I b EK-STINII WATER GATE VALVE 87.9 RISING SPOT ELEVATION d • PROPOSED SPOT ELEVAIlON 1' NIDEx 38' DEEP SCORE JOINTS 3 x 3.5' EXPANSION JOINT NOTES L EXPANSION JOINTS SHALL BE PLACED EVERY 15. SCORE JOINTS EVERY E. 2. CEMENT CONCRETE SHALL BE PLACED ON 2' OF 5/8' MINUS CRUSHED ROCK AND AS O7HER4ISE SPECIFIED IN THE CURRENT APWA/*500T STANDARD SPECIFICATIONS GRADING AND TEMDO,A,RY BZOS1 ON AND €&MENTATION CONTROL EXISTING ASPHALT El PROP"..SeTT ASPHALT PAVEMENT Ell PROPOSED SIDEWALK • EJ7SRNG CONCRETE *78"P E1,350NO TREE (PINE) 1 L "3. EASING TREE (JAPANESE MAPLE) CITY OF TUKWILA APPROVED OCT 0 1 1999 AS NO,!iLD 15111 SLUG T.ei.COA RECEIVED cm of ntianu SEP 2 § !ac„ PERMIT CENTER ®1999 TRIAD ASSOCIATES Aa s■1511919■ MAD ASSOCIATES Project Management Civil Engineering land Surveying land Use Planning landscape Architecture Site Dm*. 11314 1196 be SIB Erika, TA 99094 -13529 IN RWIJVad 9a 42ERI]491 I TdI nee 914851/58 mr.biadrocass O I• Z PROJECT MANAGER PROJECT SURVEYOR MY" GOP. P.E PROJECT ENGINEER Y CLAP Al LOOMS RE PROJECT Leeson ARCBITECT DATE: 9/22/99 SCALE: MOM: 1 =10' 1ffi'.:N /A 9/24/99 STAID? NOT VALID UNLESS SIGNED AND DATED MMINIMINMEMUNIMMOMM JOB NUMBER aft es et 11 SHEET NUMBER