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HomeMy WebLinkAboutPermit 1781 - Trammel Crow Company - Building DLEGAL DESCR. LOT NO. BLOCK TRACT �.. f�SEE ATTACHED SHEET OWNER Trammel Crow Company PHONE (415 854 -5333 ADDRESS 2180 Sand Hill Road Menlo Park, California ZIP 94025 CONTRACTOR E. Carl Schiewe PHONE (503) 234 -6616 ADDRESS 1024 Northeast Davis Portland, Oregon ZIP 97232 LICENSE NO. 223- O1- EC -AR -LI *236KL SST NO. A600- 221 -571 TYPE CONST, OCC. GROUP OCC. LOAD FIRE ZONE USE ZONE SPRINKLERS REQ. VN B2 540 2 M1 AUTO ¥YES 0 N 1, Driveway 2. OK to 3. Roof 4. OK to 5. Wall- 6. Structure approach and pour footing sheathing enclose board complete and/ slope and /or and nailing framing nailing or OK to foundation OK OK occupy • BUILDING PERMIT DATE OF ISSUANCE JOB ADDRESS BUILDING USE CLASS OF WORK BLDG. AREA I CER THAT MET, OW COMMENTS: 1st FL. September 19. 1979 CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD TUKWILA, WASHINGTON 98188 12610 - 12618 Interurban Avenue South Warehouse A NEW ❑ADDITION ❑REMODEL DREPAIR DOTHER (Specify) THESE INSPECTIONS ARE REQUIRED BY LAW EXPIRES PERMIT I gi NUMBER Building D January 25, 1980 2nd FL. BASEMENT GARAGE DECK MEZZANINE # OF STORES TOTAL S.F. / A T IG ATURE TIFY THAT THE ABOVE INFORMATION IS TRUE AND CORRECT, THE APPLICABLE CITY OF TUKWILA REQUIREMENTS WILL BE AND THAT I AM AN THORIZED AGENT FOR THE PROJECT. FEE DISTRIB. 72,000 BUILDING PLAN RVW. DEMOLITION BOND OTHER TOTAL 883.0( 574.0( FOR aSP C,T CALL 433 -1849 BUILDIN OF CIAL, CITY OF TUKWILA VALUATION $ 720,000.0( 1,457.01 LEGAL DESCR. LOT NO. BLOCK TRACT ."(`i1(SEE ATTACHED SHEET OWNER Trammel Crow Company PHONE (415 854 5433 ADDRESS 2180 Sand Hill Road Menlo Park California ZIP 94025 CONTRACTOR E Car/ Sch'owe PHONE (503) 234-5616 ADDRESS 1,024 Northeast Davis Portland, Oregon ZIP 97232 LICENSE NO. 223 -01- EC-- 1AR -LI *236KL SST NO. Al6OO- 221 -571 TYPE CONST. OCC. GROUP OCC. LOAD FIRE ZONE USE ZONE AUTO SPRINKLERS REQ. ',VN Es2 540 G (v(1 tcYES ONO 1. Driveway approach and slope 2. OK to pour footin and/or foundation /! 3, Roof sheathing and nailing OK //� i f A OK to r t'I enclose w framing 5. Wall- board nailing OK 6, Structure complete and/ or OK to occupy /` A� i lc BUILDING PERMIT DATE OF ISSUANCE JOB ADDRESS CLASS OF WORK 1st FL. 2nd FL. BASEMENT GARAGE DECK TIFY THAT THE ABOVE INFORMATION IS TRUE AND CORRECT, THE APPLICABLE CITY OF TUKWILA REQUIREMENTS WILL BE AND THAT I AM AN AUTHORIZED AGENT FOR THE PROJECT. „.. . 'A R / AGENT SIGNATURE MEZZANINE FEE DISTRIB. # OF STORES TOTAL S.F. 72,000 BUILDING PLAN RVW. DEMOLITION BOND OTHER TOTAL BLDG. AREA ( NEW ❑ADDITION ❑REMODEL ❑REPAIR DOTHER (Specify) I CER THAT MET, OWNE COMMENTS: • September 19. 1 979 CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD TUKWILA, WASHINGTON 98188 12610 - 12518 Interurban Avenue South Warehouse EXPIRES THESE INSPECTIONS ARE REQUIRED BY LAW FOR INSPECTION CALL 433 -1849 BUILDING OFFICIAL, CITY OF TUKWILA PERMIT NUMBER Building U January 26. 1980 1 7 8 1 VALUATION $ 720.000. a F•" /fs. fl 1- 41'r_`'I DATE /8('7 7 (PERMIT NO. WHEN VALIDATED EXPIRES ,( JOB ADDRESS //V .7"-/f? (/ .�SA/v AVV . G� ¢ e ' Avz, s. LEGAL DESCR. LOT NO. 54. 4 ) s/O l g ¢a. W M. BLOCK I TRACT ❑ SEE ATTACHED SHEET , OWNER r G ,eb ,L✓ GO. PHONE( !1/ .) 6364, 5333 ADDRESS g/ 0 5:44ez> / Rb - / • rkA/G 0 7 A' , ClitG/p, ZIP 94- 005. CONTRACTOR .� CAL.. se/f /eA../, PHONE , .) 23 4.66::./ , .0'/723 ADDRESS /©2. A/, E, ,DAV /S �O,.eTGttiA/� , G�CE6ON ZIP LICENSE NO - . ; 3 - o f _ E G _ A R — Li S ST NO. /1 600 - a 1 -5 BUILDING USE 5/�Gc, , �,��p a36 K� TENANT CLASS OF WORK 1 533 0 15 ❑ ADDITION ❑ REMODEL ❑ REPAIR ❑ OTHER (Specify) "" 7 BLDG. AREA 1st FL. 2nd FL. BASEMENT GARAGE DECK MEZZANINE # OF STORES TOTAL S.F. / VALUATION BOND BOND OTHER j. M 1 1 PUBLIC WKS. s / G/ r /d,Z d8 &fs 29G, ,/o¢. oo NAME OF APPLICANT (PLEASE PRINT) AG�� " /, ,EA, C //V,t '/A/ 6. /A/60 .,.. -- ADDRESS 2650 /w. 5 / � 77 Av i f : 1 9 / - 7 - 4 A / v D Q. (PHONE65 2 2 4 - 9 ' 6 - 6 0 I CERTIFY THAT THE INFORMATION FURNISHED BY ME IS TRUE TUKWILA REQUIREMENTS WILL BE MET. AND CORRECT AND THAT THE APPLICABLE CITY OF 4,� /� SIGNAL) E OF APPLICA T RECEIVED ( CITY OF TUKWILA .gi 1979 BUILDING DEPT. APPLICATION FOR PERMIT 3 54_10- (4) $ Pi✓ BUILDING DEPARTMr - CITY of TUKWI LA 6200 SOUTHCENTER BOULEVARD TUKW I LA, WASHINGTON 98188 433 -1849 DO NOT WRITE BELOW THIS LINE P g (ip,4 C/, r (460o - ka6 o ? 15( ' I� f3(a C t s .6 , 8(°e..,. D i s '(o - C18' b'�3 TYPE CONST. OCC. GROUP OCC. LOAD FIRE ZONE USE ZONE AUTO SPRINKLERS REQ. + °// V •S (� f / 'I 1 RYES ❑ NO 1i .. RVW PLANS: SENT RETURNED APPROVED FEE DISTRIB. BUILDING /: '' /J ,. •)t - FIRE DEPT. (� 7 q (� O ` j://0 � PLAN RVW. 0 1 `5' o rn / ,. DEMOLITION / (' 5 :4 PLANNING/ SEPA BOND BOND OTHER j. M 1 1 PUBLIC WKS. s / G/ r TOTAL , c ] /y I /7 ? / C RECEIPT NO. ' COMMENTS: APPROVED FOR INSURANCE BY: ie d 6 /1 5 3 L45 5. z53 7 05/ t?A1D ' c� > c. 0. 11 1 -- 1 ' RECEIVED ( CITY OF TUKWILA .gi 1979 BUILDING DEPT. APPLICATION FOR PERMIT 3 54_10- (4) $ Pi✓ BUILDING DEPARTMr - CITY of TUKWI LA 6200 SOUTHCENTER BOULEVARD TUKW I LA, WASHINGTON 98188 433 -1849 DO NOT WRITE BELOW THIS LINE P g (ip,4 C/, r (460o - ka6 o ? 15( ' I� f3(a C t s .6 , 8(°e..,. D i s '(o - C18' b'�3 DATE O g - PERMIT NO. WHEN VALIDATED ^ EXPIRES JOB ADDRESS _ _-- 1 2,6-1 g v.'k-e..r .. aiu -e.. SO LEGAL DESCR. LOT NO. s ' - A., 5i0 > 'T Z - - - - BLOCK ' - TRACT ❑ SEE ATTACHED SHEET OWNER 7- MEG GL'OG✓ GO . PHONE( g .) 8s¢, 5333 ADDRESS 2/B O s.446c) • Ni,I . Rd . /1C/VG D PA /C A' 641-/P. ZIP 94- 025 CONTRACTOR c„4 Se%/ /eGJ PHONE • 234.66./ ADDRESS, /©z cl. ",,E, ,DA V /S P .0 , 4CE -6oni ZIP 97232 LICENSE NO ,._ . _ O - F G - A _, L= S ST NO. /► 6,0O - aa. BUILDING USE 5/�Ec . /�✓4 E/i t/6P a3 KL • TENANT • CLASS OF WORK ErNEW ❑ ADDITION ❑ REMODEL ❑ REPAIR ❑ OTHER (Specify) • . • - BLDG. AREA 1st FL. 2nd FL. BASEMENT GARAGE DECK MEZZANINE 3 OF STORES TOTAL S.F. ' VALUATION BOND —_ OTHER • . 1 c3 Go • 'lad), oOO; NAME OF APPLICANT (PLEASE PRINT),AG4., � N G • /V i /A/ & /N66i tr, ADDRESS 2 85 0 ,J f. 5% ST AV . f'O,e74,4A/ (X*. I 11, H0NE(583) 2 2 4 - 96 --- 60 I CERTIFY THAT THE INFORMATION FURNISHED BY ME IS TRUE TUKWI LA REQUIREMENTS WILL BE MET, • AND CORRECT AND THAT THE APPLICABLE CITY OF • ' �"4 . &!/ / .z. • ='� . SIGNATI, E OF APPLIC T . APPLICATION FOR ' RMIT r• c, 9 `) BUILDING DEPARTMi... ..... 7 CITY of TUKWI LA 6200 SOUTHCENTER BOULEVARD TUKWI LA, WASHINGTON 98188 433 -1849 DO NOT WRITE BELOW THIS LINE �► U • 0 Onfo . OP r 19 79 @V !LD DE. TYPE CON ST. . OCC. GROUP OCC. LOAD FIRE ZONE ZONE AUTO SPRINKLERS REQ. . j / U � SEE f �! j RYES 0 NO PLAN RVW, ' PLANS; SENT RETURNED APPROVED FEE DISTRIB. BUILDING SF�3. O 0 FIRE DEPT. • PLAN RVW. t 5 y, O U DEMOLITION • • PLANNING/ SEPA BOND —_ OTHER PUBLIC WKS. TOTAL `r • CIO I ; RECEIPT NO, COMMENTS: APPRO E OR / INS g URANC Y : � F3, Iq�7 I Z � 65S 3 .D- 5 3 L45 5 PAID A oci7.o g ' APPLICATION FOR ' RMIT r• c, 9 `) BUILDING DEPARTMi... ..... 7 CITY of TUKWI LA 6200 SOUTHCENTER BOULEVARD TUKWI LA, WASHINGTON 98188 433 -1849 DO NOT WRITE BELOW THIS LINE �► U • 0 Onfo . OP r 19 79 @V !LD DE. PARCEL A: THAT PORTION OF C. C. LEWIS DONATION CLAIM NU. 37, SECTION 10, TOWNSI1I D 2 NORIH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A POINT WHICH BEARS NORTH 40 0 01'05" WEST A DISTANCE OF 920.15 FEET FROM THE MONUMENT 'HUB' AT THE POINT OF INTERSECTION OF A CURVE ON THE CENTERLINE OF THE DUWAMISH RENTON JUNCTION ROAD, NOW PAVED, SAID POINT OF INTERSECTION BEING APPROXIMATELY 1,000 FEET EAST AND 20 FEE SD'JrH OF THE QUARTER CORNER BETWEEN SECTIONS 14 4ND 15, TOWNSHIP 23 NORTH, MANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON; THENCE NORTH 49 °24 WEST ON A CURVE 15J.00 FEET DISTANT FROM AND PARALLEL WITH THE CENTERLINE OF THE SAID DUWAMISH RENTON JUNCTION ROAD A DISTANCE OF 835.00 FEET T(1 A POINT WHICH BEARS NORTH 81 °44'15" EAST A DISTANCE OF 199.17 FEET FROM A MONUMENT 'HUB' AT THE ENO OF A COURSE ON THE CENTERLINE OF SAID DUWAMISH RENTON JUNCTION ROAD, SAID END OF CURVE BEING APPROXIMATELY 1200 FEET NORTH AND 440 FEET WEST OF THE QUARTER CORNER BETWEEN SECTIONS 14 AND 15; THENCE NORTH 49 °24' WEST A DISTANCE OF 2535.00 FEET; THENCE NORTH 9 0 36' EAST A DISTANCE OF 52.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 82 °40'30" EAST A DISTANCE OF 590.00 FEET; THENCE NORTH 59 °22'30" EAST 4 DISTANCE OF 643.35 FEET; THENCE NORTH 1 0 51'30" WEST 4 DISTANCE OF 341 FEET, MUF.E UR LESS, TO THE LEFT BANK OF THE DUWAMISH RIVER, SAID LEFT BANK BEING ALSO THE NORTHERLY BOUNDARY OF C. C. LEWIS DONATION CLAIM; THENCE SOUTHWESTERLY ALONG THE LEFT BANK OF THE SAID DUWAMISH RIVER TO THE WESTERLY LINE OF THE TRACT HEREIN DESCRIBED; THENCE SOUTH 0 °38' EAST A DISTANCE OF 159 FEET, MORE OR LESS, TO THE POINT OF BEGINNING. PARCEL B: AN UNDIVIDED 1/2 INTEREST IN A STRIP OF LAND 16 FEET IN WIDTH, PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A POINT IN THE C. C. LEWIS DONATION CLAIM NO. 37, SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, WHICH BEARS NORTH 40 WEST A DISTANCE OF 920.15 FEET FROM THE MONUMENT 'HUB' AT THE POINT OF INTERSECTION OF A CURVE ON THE CENTERLINE OF THE DUWAMISH RENTUN JUNCTION ROAD, NOW PAVED, SAID POINT OF INTERSECTION BEING APPROXIMATELY 1,000 FEET EAST AND 20 FEET SOUTH'OF THE QUARTER CORNER BETWEEN SECTIONS 14 AND 15, 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON; THENCE NORTH 49 °24' WEST ON A LINE 150.00 FEET DISTANT FROM AND PARALLEL WITH THE CENTERLINE OF THE SAID DUWAMISH RENTON JUNCTION ROAD, A DISTANCE OF 835.00 FEET TO A POINT WHICH BEARS NORTH 81 °44'15" EAST A DISTANCE OF 199.17 FEET FROM A MONUMENT 'HUB' AT THE END OF A COURSE ON THE CENTERLINE OF SAID DUWAMISH RENTON JUNCTION ROAD, SAII1 END OF CURVE BEING APPROXIMATELY 1200 FEET NORTH AND 440 FEET WEST OF THE QUARTER CORNER BETWEEN SECTIONS 14 AND 15; THENCE NORTH 49 °24' WEST A DISTANCE OF 2535.00 FEET; THENCE NORTH 9 :EAST A DISTANCE OF 52.00 FEET; THENCE NORTH 0 0 38' WEST 16.155 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 0 °38' EAST 16.155 FEET; THENCE NORTH 82 °40'30" ,BEST 117497 FEET TO THE EASTERLY RIGHT -OF -WAY LINE OF THE PUGET SOUND A- 217455 PAGE 2 ELECTRIC RAILWAY; THENCE NORTHWESTERLY ALONG SAID MARGIN OF THE RIGHT -JF —WAY A DISTANCE OF 213 FEET; THENCE NORTHEASTERLY, RADIALLY. FROM THE SAID EASTERLY RIGHT —OF —WAY LINE, A DISTANCE OF 16 FEET; THENCE SOUTHEASTERLY CONCENTRIC WITH ANU.PARALLEL TO SAID EASTERLY RIGHT -OF —WAY LIVE TO A POINT WHICH BEARS NORTH 82 °40 WEST FROM THE POINT OF BEGINNING; THENCE SOUTH 82 °40'30" EAST TO THE POINT OF BEGINNING. PARCEL .C: TRACT 47, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT RECORDED IN VOLUME 10 OF PLATS,' PAGE 74, IN KING COUNTY, WASHINGTON; EXCEPT THAT PORTION THEREOF, IF ANY, LYING WITHIN THE 16 FOOT:STRIP OF LAND DESCRIBED AHOVs. AS PARCEL d. PARCEL D: THAT P'J TION.OF THE C. C. LEWIS DONATION LAND CLAIM NO. 37, LYING EASTERLY OF TRACT 47, RIVERSIDE INTERURBAN TRACTS, DESCRIBE() AS PARCEL C ABOVE, AND LYING NORTHERLY OF 'THE NURTHERLY LINE OF A 16 FOOT STRIP OF L ANO DESCRIBED.AS PARCEL B, ABOVE, AND LYING WESTERLY OF THE WESTERLY'LIN OF THE TRACT OF LAND DESCRIBED. AS PARCEL A, ABOVE pa n9. 78345 DATE August 8, 1979 TO City of Tukwila SUBJECT Tukwila Business Center - Trammell Crow TRANSMITTED HEREWITH: PRINTS (3) sets: Plans, Specifications g Cal oul ati nn (4) sets site development plans SHOP DWGS SEPIAS OTHER xxx PER YOUR REQUEST FOR YOUR USE FOR YOUR APPROVAL FOR YOUR REVIEW AND COMMENT MACKE iFITEG INCORPORATED T AVENUE T ON 97210 PH.QNE 224 -9560 ca J BUILDING DEPT. rr 1 g. Dclivcr.LT BY • Steve Cruaen /ao August 10, 1979 Mr. Bruce Hosford Trammell Crow Company 7110 S.W. Fir Loop Tigard, Oregon 97223 Dear Mr. Hosford: Cnr+1nc11NAc City of Tukwila 6200 Southcenter Boulevard Tukwila, Washington 98188 Public Works Department 433 -1850 On August 8, 1979 your agent, Mr. Lynn Takeuchi of MacKenzie Engineering, Inc. brought to the City Building Department, site and building plans and an application for a building permit for your project on 42nd Avenue S. and Interurban Avenue. By this letter we are informing you and MacKenzie Engineering that we will not process the building permit application until the provisions and requirements outlined in T.R. Monaghan's letter of May 15, 1979 to Mr. Takeuchi have been fulfilled. To be specific, items 3 through 6 of that letter must be complied with. In addition, certain conditions were placed on your Shoreline permit that must be complied with. They are per the attached "Conditions of Shoreline Management Substantial Development Permit ". Specifically, the following need to be resolved as follows: 1) Items 1, 4, 5, 6, 7, 8, 9, and 10 must be demonstrated as complied with prior to issuance of the building permit. 2) Item 2 is covered by the first part of this letter regarding • access. 3) Item 3 is an information item regarding maximum office development potential. It is imperative that your company consider the items in this letter on an item -by -item basis and resolve them. The City would be remiss in allowing further processing of permits until the terms of this letter have been resolved. Sincerely, 'xcl Terence R. Monaghan, Q.E. Public Works Directo cc: Mayor Bauch Phillip Fraser, Senior Engineer Al Pieper, Building Official tv Lynn Takeuchi, Mackenzie Engineering 1 Stoknes, D"'rector Of ice of Community Development Mr. Lynn Takeuchi MacKenzie Engineering, Inc. 0324 S. W. Abernathy Portland, Oregon 97201 Dear Mr. Takeuchi: 6200 Southcenter Boulevard Tukwila, Washington 98188 Public Works Department 433 -1850 May 15, 1979 Trammell Crow Site Access Plan As a result of my letter to you of April 30, 1979 regarding the proposed access plan to the above - referenced site,you presented an alternate plan as I requested which shows the proposed site access road further to the south using Seattle City Light right -of -way to develop an "S" -curve access road to the project. After reviewing this scheme, we have concluded that it is not desirable and, therefore, rejected. This rejection was verbally communicated to you earlier. As a result of subsequent conversations with you, you were requested to submit a written report and revised conceptual plan based upon the verbal report and detailed analysis presented by your transportation consultant, Mr. Victor Bishop, P.E. of Transportation Planning and Engineering, Inc. on April 25, 1979. We received Mr. Bishop's written report and revised plan on May 11, 1979 and have reviewed it." • We find that the report does not provide sufficient data to substantiate that the left turn south onto Interurban Avenue South merging with the 806 south- bound thru vehicles on Interurban Avenue is a safe and acceptable movement. We have, therefore, discussed this with Mr. Bishop this morning and told him to provide us with his calculations for capacity, gap analysis and required merge distance for this movement. He assures us that, in his opinion, this merge is safe and acceptable and will provide us with the data in a supplemental report within a few days. The balance of the data in his report confirms his verbal report to us on April 25 and is reflected on the revised plan. The substance of Mr. Bishop's report is summarized.. . . "I have demonstrated through quantitative as well as qualitative analysis, using acceptable and applicable engineering standard practices and procedures, that the proposed access plan as revised can reasonably be expected to operate in a safe and efficient manner." Mr. Lynn Takeuchi May 15, 1979 Page 2 Based upon his analysis and professional opinion and recommendation, I approve the conceptual access plan dated May 11, 1979 to the subject property based upon the following conditions: 1. Mr. Victor Bishop, P. E., provide the additional data referenced above to substantiate that the southbound left - turn.from the access road onto Interurban Avenue South and the southbound thru traffic merge is a safe and acceptable movement. 2. The approval is based upon the data (vehicle counts, use projections, assumptions and gap analysis) submitted and accepted. If, through actual experience, the property generates more volume than projected, the City of Tukwila, through the exercise of its police power, may disallow a turning movement and /or require changes or corrections to correct an access deficiency. The cost of such changes or corrections may be imposed on the property owner. A covenant attesting to and agreeing to these conditions must be entered into by Trammell Crow, binding them and /or their successors to these conditions. The approved access construction plan and supporting.data will be exhibits to this covenant. 3. A covenant between Trammell Crow and the City be executed to provide that, in effect, Trammell Crow and /or their successors if they become owners or developers of the adjacent property to the south will develop new access to serve this property and the future development and to void the access which will be approved at this time. 4. The.City must have written assurances that all existing access easements on the property are being maintained and in no way being physically encumbered by any development of the property by Trammell Crow or their agents. 5. Submittal of a detailed engineering and construction plan of the con- ceptually approved access plan for review and approval must be submitted prior to issuance of a curb cut construction permit. 6. Written concurrence and approval of the conceptual access plan by the King County Department of Public Works is also required. In addition to the comments contained herein, I have noted on -the revised plan some additional comments which should be incorporated or addressed during, the final design. If there are any further questions regarding this letter or if I may be additional assistance, please contact me. Sincerely, 1 424-4, Terence R. Monaghan' P. E. Public Works Direr r TRM /dp cc: Mayor Bauch . Lawrence E. Hard, City Attorney Roger Blaylock, Assistant Planner Dennis Neuzil, Entranco Engineers Victor Bishop, Transportation Planning & Engineering ' 1909 Dear Mr. Takeuchi: City of Tukwila 6200 Southcenter Boulevard Tukwila, Washington 98188 Public Works Department 433 -1850 Mr. Lynn Takeuchi MacKenzie Engineering, Inc. 2850,N.W. 31st Avenue Portland, Oregon 97210 September 24, 1979 Re: Trammell Crow Development The review of the site plan sheets nos. 1 of 1, SD -1, through SD -9 and A -1 through A -3 has been provided by the Public Works Department with the following comments: Required permits by this department to be applied for and obtained 24 hours prior to construction are as follows: 1) Sanitary sewer extension 2) Four (4) sanitary side sewers 3) Four (4) 1" domestic water meters 4) Hauling 5) Irrigation ** 6) Fire sprinkler system 7) Curb cut /access /sidewalks* 8) Install storm drainage These plans have been approved for issuing the above permits per the following comments: 1) The "Approved Plan" allowing issuance of the permit for the sanitary sewer extension including-the connection into Metro facilities in Interurban Avenue S. will be reviewed by Metro in the near future and is subject to comments and time constraints imposed by Metro. *2) The curb cut and access street use permit shall be reviewed and approved by the Mayor of the City of Tukwila prior to issuance. * *3) Provide six (6) sets of water irrigation plans for Public Works review and approval prior to issuance of irrigation permit. Mr. Lynn Takeuchi MacKenzie Engineering, Inc. page 2 PRF /3m Provide letter of intent granting easement to domestic water meters for maintenance and repair by City of.Tukwila'Public Works Department as a condition of permit final approval. The curb cut /access permit is restricted to conditions stated in the Department of Public Works reviews of September 6 and 19. Sincerely, Phillip R. Fraser Senior Engineer cc:. Al Piepe Jim Hawthorn, P.E. I hereby approve and authorize issuance of the curb cut and access street use permit for the Trammell. Crow Development. Design Engineer, Metro /'"` 4 • City C Tukwila 6200 Soutncenter Boulevard o Tukwila, Washington 98188 1908 Mr. Lynn Takeuchi MacKenzie Engineering Inc. 2850 N.W. 31st Avenue Portland, Oregon 97210 Dear Mr. Takeuchi: Public Works Department 433-1850 September 6, 1979 Re: Trammell Crow, Development The review of the site plan sheets nos. 1 of 1, SD -1 through SD -8 and A -1 through A -3 has.. been. provided by the Public Works Department with the following comments: Required permits by this department to be applied for and obtained 24 -hours prior to construction are as follows: 1) Sanitary sewer extension (including required Metro connection certification to: meet Metro Council Resolution No. 2933) 2) Four.(4) sanitary side sewers: 3) Four (4) domestic water meters 4) Hauling 5) Irrigation ** 6) Fire sprinkler system These plans are being returned for resubmittal at this time to allow you to address the following comments.and indicate on the plans: 1)• Separate.water meters on separate private services for each building shall be provided at the property line or in an easement to the City for access. 2) Provide a complete set of plans and specifications for the pump station and force main including a cleanout at ground surface for the force main. 3) A complete set of mechanical, structural, electrical & pump curves (including telemetering and power source) drawings shall be provided for review to Tukwila Standards for acceptance as a public utility. (Attached are recent examples of requirements by City of Tukwila. Please return with your resubmittal.) ' Mr. Lynn Takeuchi MacKenzie Engineering, September 6, 1979 4) Provide six (6) sets of water irrigation plans for Public Works review and approval prior to issuance of irrigation permits.. * * 5) Thrust blocks shall be indicated at all bends, • junctions and ends of. all pipe over three inches in diameter. 6) All water pipe over three inches in diameter shall be called out minimum class 52 ductile iron pipe. • 7) . Fire mains.shall be approved by the Tukwila Fire Department and Rating Bureau prior to Public Works Department approval. 8) . Provide Public Works Department with.a letter -of- intent to turn over sanitary sewerage facilities in the future. • •9) Sprinkler pit(s) shall be called -out per City of Tukwila Standards. 10) Indicate on plans fire hydrants with gate valves 3 - 10 from hydrants shall be called -out per. City of Tukwila Standards. Provide a structure for maintenance and containment of drainage at all pipe junctions. Note:. 0il /water'' separator is Type'2 on SD -1. • 12) All side sewers on SD -3 shall be a•minimum grade of 2 %. 11) 13) The force main shall be a minimum Class 52 ductile iron pipe and shall be sized for most effective use of pumps. The pump station .shall have a wet well storage capacity for a minimum peak flow of eight hours. The force main shall have an average flow 24 -hour maximum storage capacity that does not allow raw sewage to be stored beyond 24 -hours in the•force main. The detail plan drawing No. A -1 for the left turn access and southbound merge lane has been reviewed for a safe and acceptable movement. Per Mr. Bishop's report of June 4, 1979,.the original calculations for acceptable speed gap and minimal merging distance indicates grades of 2% or are required. Your proposal indicates the left. turn lane approach to be at approximately a 91/4% grade. The 560 L.F. merge lane and taper in Interurban Avenue S. falls within ASSHO requirements for 40 MPH, but not the 50 MPH requirements posted and utilized. Mr. Bishop's report indicated that the. merge lane is limited by its . design to primary use by passenger vehicles'and and no more than 5% truck traffic would be allowed as generated from Trammell Crow properties. Trucks making the left -turn exit from the site during the p.m. peak and on a daily basis, and combined with the access road profile design and through traffic speeds, presents serious hazard for the site's left -turn exit movement to southbound Interurban Avenue. ,c. . page 2 • Mr;, Lynn Takeuchi MatKenzie Engineering, September 6,.2979 . page 3 The merge lane will require three.11 -foot lanes vs two across the bridge to'the south of the access. The plans scale 39 L.F. across Interurban Avenue S Field measurements indicate 17 • L•. F. from: curb to curb. This leaves only 2 L.F. clearance on each_side the proposed three -lane roadway.. A Metro bus stop is approximately 150 L.F. of the bridge which generates -occasional foot traffic across the bridge. Presently, there is a 7 -8 L.F. gap between the edge•of the road to facilitate foot traffic. However, the proposed three -lane width across the bridge would eliminate safe pedestrian travel. Per our. reviews of your proposal, the right = turn -in and right -turn -out access is approved; however; the left turn•lane -out of your property and the southbound merge lane taper in Interurban Avenue S. is rejected. Your ' resubmit/al shall reflect the above review. Please . resubmi t six (6) sets of the above •plans with the above questions, requests and concerns addressed for Public Works review. Sincerely, `"t �q City . Tukwila o 6200 Southcenter Boulevard a i - Tukwila, Washington 98188 ;19 Mr. Lynn Takeuchi MacKenzie Engineering Inc. 2850 N.W. 31st Avenue Portland, Oregon 97210 Public Works Department 433 -1850 September 19, 1979 Re: Trammell Crow Development Dear Mr..Takeuchi: The review of the site plan sheets nos. 1 Of 1, SD-1 through SD -9 and A -1 through A -3 has been provided by the Public Works Department with the following comments:• Required permits by this department to be applied for and obtained 24 hours prior to construction are as follows: 1) Sanitary sewer extension 2) Four (4) sanitary side sewers 3) Four •(4). domestic water meters -• 4) Hauling 5) Irrigation ** 6) Fire sprinkler system 7) Curb cut /access /sidewalks These plans are being returned for resubmittal at this time to allow you to address the following comments and indicate on the plans: 1) Provide six (6) sets of water irrigation plans for Public Works review and approval prior to issuance of irrigation permits. ** 2) Because it is required that each building be metered separately for domestic water service and that on the fire sprinkler system that hydrants be available 100% of the time, the following plan modification is recommended to provide the above requirements: Utilize the fire systems mains for both domestic and sprinkler systems by placing separate sprinkler pits just prior to water main entrance to individual buildings requiring sprinkling systems. Also, provide four separate domestic water meters off of sprinkler water main on plan sheet no. SD -8 near building "B ". cc Al Pieper City Tukwila 6200 Southcenter Boulevard Tukwila, Washington 98188 Public Works Department 433 -1850 September 19, 1979 page 2 3) On plan sheet no. SD -8, under detail no. 2 /SD -8 indicate that hydrants are to be Mueller or Waterous 4) Provide letter of intent granting easement to domestic water meters for maintenance and repaimby City of Tukwila Public Works Department. 5) Provide'4 foot high posts at four corners of lift station on plan no. SD -3 for protection of and isolation of lift station to vehicular traffic. 6) On plan no. SD -1 provide 15" and 18" storm drains through all catchbasins at junctions and bends (note storm system adjacent building "B" 7) The final detailed drawings for access have failed to meet the requirements of the original conceptual plans (see review comments by Public Works Department dated September 6, 1979, attached). Plans shall be modified to allow the approved right turn in and right turn out design approved by the September 6th. Public Works Department review. The covenant for modification of private or public streets due to this approved access, in the future shall be a requirement of issuance of the curb cut /access permit. 8) On plan no. SD -9, indicate force main cleanout to ground level, and terminated in 17 "x22 "x12" concrete handhole for access. Indicate in 1 /SD -9, vent system and ladder for access. 9) .Per plan no. -9, provide telemeter specifications, including revised shop panel.' It is the understanding of the Public Works Department that the above comments will be addressed to the satisfaction of the City within the very near future. Therefore, the Building Department is authorized to release the Building Permit at this time. Other permits described on the first page will be issued upon receiving six (6) sets of plans with the above questions, requests and concerns addressed to Public Works Department satisfaction. Si rely, Phillip R. Fraser Senior Engineer ' CONDITIONS OF SH('_INE MANAGEMENT SUBSTANTIAL D( LOPMENT PERMIT TRAMMELL CROW (MF #79 1 - SMP) 1. A public access easement will be given to the City of Tukwila along the edge of the access road to ordinary high water line by separate legal document prior to the end of the 30 day review period of the State of Washington. 2. Access and the configuration of the intersection of the private access road with Interurban Avenue and 42nd Avenue South is to be approved by the Tukwila Department of Public Works. 3. That the maximum office area to be constructed is 33,000 square feet without providing additional on -site parking and obtaining a Revision to Shorelines Substantial Development Permit. 4. That all roof - mounted equipment be screened from view from State Highway 599. 5. That a 10 -foot wide landscaping strip or decorative fence, to be approved by the REsponsible Official at the time of issuance of build- ing permit application, be placed along the subject property's southern and eastern boundaries. 6. That the landscaping along the shoreline be completed prior to the issuance of the building permit for the third building. 7. That a detailed landscape plan be submitted with the building permit application for review by the Planning Division. 8. That all landscaped areas be provided with underground sprinklers. 9. That the sidewalk indicated on the plans, dated 21 March 1979, be constructed of concrete and extended to eastern property line. 10. That a culvert or bridge sufficient to handle a 25 year storm fre- quency be provided to cross the creek on the property. The design is to include safety barriers for the sidewalk. 1 • BUILDING PERMIT PLAN CHECK COMMENTS - .TRAMMEL CROW BUSINESS CENTER PLANNING DIVISION The Planning Division cannot approve the subject plan set as submitted, as the material contained therein is incomplete. SHEET 1/17: DEFICIENCIES - 1. Parking stall layout not shown (also, some aisle widths appear too narrow to conform to Seattle Zoning Code standards). 2. Building "C" shown as non - sprinklered - contradicts fire chief's memo of 4 -11 -79 and Blaylock's letter of interpre- tation 17 April 1979. Also, site plan should show location of on -site hydrants. OTHER CONCERNS: Wy • Site plan should indicate total square footage of office use proposed on site, per Condition 3 of SMP. . Site plan should be revised to indicate compliance with Condi- tion 9 of SMP. . .Sectional building details should be provided to illustrate compliance with Condition 4 of SMP. • Documentation per Condition 1 of SMP must be furnished prior to Planning Division approval of building permit application. . ;Provide detailed plan for removal of any indigenous vegeta- tion adjacent to the Duwamish River watercourse or its tributary on the west edge of the site, per Department. of Game letter of 4 April 1979. CONDITIONS OF. SHINE MANAGEMENT SUBSTANTIAL DOOPMENT PERMIT TRAMMELL CROW (MF 79- 1 -SMP) A public access easement will be given to the City of Tukwila along the edge of the access road to ordinary high water line by separate.. legal document prior to.the end of the 30 day review period of the State of Washington. 2. Access and the configuration..of the intersection of the private access . road. with Interurban Avenue and 42nd Avenue South is to be approved by the Tukwila Department of Public Works. That the maximum office area to be constructed is 43,000 square feet. without providing additional on -site parking and obtaining a Revision to Shorelines Substantial Development Permit. That all roof - mounted equipment be screened from view from State Highway 599. That a 10 -foot wide landscaping strip or decorative fence, to be approved by the REsponsible Official at the time of issuance of build- ing permit application, be placed along the subject property's southern and eastern boundaries. 6.. That the landscaping along the'shoreline be completed prior - to the issuance of the building permit for the third building. 7. That a detailed landscape plan be submitted with the building permit application for review by the Planning Division. • That all landscaped'areas be provided with underground sprinklers. That the sidewalk indicated on the plans, dated 21 March 1979, be' constructed of concrete.and extended t� eastern property line. 10:' That a. culvert or bridge sufficient to handle .a 25'year.storm fre quency be provided to cross .the creek on the property. The design isto include safety. barriers for the sidewalk. 190 vie ...ww-weAremotimolumem.0 17 April 1979 G{}p�f k� VY •'4 Plan , :,g Division 6200 Southcenter Boulevard Tukwila, Washington 98188 433 -1845 Office of Community Development Mr. Lynn Takeuchi, Project Engineer Mackenzie Engineering, Inc. 2850 N.W. 31st Avenue Portland, Oregon 97210 RE: Trammell Crow Development /Fire Protection Dear Mr. Takeuchi: JITIMMOIMMIN /01.0016.. Please find enclosed the written position of the City of Tukwila Fire Department concerning the requirement of a fire lane behind Building D in the above project. It states very clearly that the requirement of a fire lane will be waived provided that ALL of the buildings are protected with automatic sprinklers per City Ordinance #730 and that on -site hydrants are installed per'City Ordinance i729. If one of the buildings was reduced below the 20;000 square foot size as stated in Ordinance #730, it would appear that it would still need to be provided with automatic sprinklers. If I can be of any further help, please call. The Department of Ecology has received the permit for review and their review should end on May 5, 1979. I have attached a copy of their letter of receipt. Sincerely, (� f o L Roder J. Blaylock Assistant Planner w veltammtv<lamestwouseemiserattawawtamowert -• City o+' 6200 Southcenter Boulevard Tukwila Washington 98188 Edgar 0. Baud, Mayor E O ANDU • To: Hubert: Crawley, Fire Chief F Ro M ,R oger Blaylock, Assistant Planner DATE: 9 Apri 1 1979 SUBJECT: Trammell Crow Warehouse Park - Building D squrnmorearassvms.....smosesememn sews Somehow during the review of the Trammell Crow Warehouse Park Project, the question of whether a fire lane would be required south of Build- ing D was not addressed. The project engineer has stated in several discussions that the 72,000 square foot building would be divided into at least two and possibly three sections by fire walls. I have attached a reduced plan for your review. Normally your detailed review would not happen until plans were submitted for a building permit. However, the requirement of a fire lane could significantly modify the plans of the Shorelines Permit. I would appreciate a response as soon as possible. .RJB /ckh Requirement Era Fire bane.is waived providing that ALL buildings within t tie Trammell, Crow development are protected with automatic sprinklers per Cit:yHprdinance ;'730 and—that on-sight hydrants are, installed. per City Ordin -. a nce .,-'729. . STATE OF WASHINGTON Dixy Lee Ray Governor Mr. Stoknes: April 4, 1979 Mr, Kjell Stoknes, Director Office of Community Development City of Tukwilla Tukwilla, Washington 98188 DEPXRTMENT OF GAME -) 600 North Capitol Way /Olympia, Washington 98504 206/753.5700 DECLARATION OF NON- SIGNIFICANCE: c!ri APR 9 1979 Warehouse Industrial Park; 14 build- ings for Trammel Crow Company We were not sent your Declaration of Non - Significance during you normal review period, Since the site holds valuable wildlife resources, we offer the following late comments, The stream that runs through the property, and is tributary to the Duwamish, supports sea -run cutthroat and coho salmon, The river bank is vegetated with alder, sal - monberry, fruit trees, red -osier dogwood, and reed canary - grass, This strip of vegetation provides food and cover for wildlife as well as shade and rearing'areas for ana- dromous fish, Since so much of habitat along the Duwamish has been degraded, what does remain is especially critical, To pro - tect these resources, we feel that it is imperative that the bank area be left in native vegetation, It is imperative that stormwater be cleaned of pollutants before it is discharged to the stream, Comments on the environ- mental checklist follow, When construction removes existing vegetation, poten- tial for erosion exists, It is likely that stormwater would carry silt, oil and industrial chemicalsfrom the site into the Duwamish both during and after construction unless mea- sure take Lo pzevent�thzs — ( - 1f — and 3e)�__.___ _� If streamside vegetation is removed, wildlife and fish populations would be reduced as a result of reduction in the habitat base (5a and d), However, if river bank vegetation is retained and stormwater cleaned, this proposal should not exert a major impact on the public's fish and wildlife re- sources, 'City of Tuhnrilc? Fire Department AL PIE »PER >C ►U :c l..ic► a: NG . Dr:, P A RT MET cxTY. OF TUI <WILA DEAR Al...: Hubert H. Crawley Fire Chief RE: TUKWILA BUSINESS CENTER ('rRAMMEiLL•• -CROW) FIRE PREVENTION BUREAU AUGUST :1.() v :1979 IN REVIC: :w:I:NC) THE ABOVE MENTIONED PROJECT PL..ANSv PLEASE NOTE THE FOLLOWING :I: TEMS : 10. FIRE DAMPERS REQUIRED f'I:ft IJBC STANDARD *I1*43• -•7 (IF APPLICABLE). (TWO—HOUR WALLS i F ] ftI'««RES:ISTIVE ROOF REQUIRED (FIRE ZONE 2) . ... AN AU'T'OMA'T'i C FIRE I'r.:X'I INGU:I: iI- I:I:NG (SPRINKLER) '.Y :is'FLM I REQUIRED AND SHALL . BE INSTALLED v. DESIGNED AND TESTED PER .CJ:TY ORDINANCI 47300 (INCLUDES BLDG. "C" v PER REQUIREMENTS OF: THE FIRE CHIEF) 4. HOSE 'STATIONS ARE REQUIRED PER CITY ORDINANCE :11:730, 5. r FIRE HYDRANTS ARE ftlwQU :CftEX :I. AS X :►ETA:I :I_I :D IN CITY ORDINANCE :II;729. 6. PER UI°C SECTION :10. :I04 (B) v I "ALL . DOORS IN OR LEADING TO EXITS SHALL BL MAIN'rA:I:Nk:D Ur'E NADL I FROM caM TI•. INSIDE WITHOUT TI•'ll: USE OF A I;I Y OR ANY SPECIAL' KNOWLEDGE OR EFFORT ORr AT. ALL. TIMES WHIN T1°ll" BUILDING OR AREA SERVED THEREBY IS OCCUPIED".. 7. PER UI°C SECTION :1.0. :1. 13v AT EVERY REQUIRED EXIT DOORWAYv AND WHEREVER OTHERWISE REQUIRED TO CLEARLY INDICATE THE DIRECTION OF EGRESSv AN EXIT SIGN' WITH LETTERS Al '' LEAST SIX INCHES H :1:GH . AND REAX:►1:I.:Y DISTINGUISHABLE, SHALL: (:Ifv of Tukwila FIra fanarlmant AAA Anrfnvar Park Fact Tukwila_ Waahinntnn AR1AA f9f1R1 Fi7S -4411 PAGE 2 :City �F U .. . ."K � Edgar D � of . U K�����UU �� D. Bauch � ��n��� ~~. . ��. . -. x.»�' � NN Mayor �y Fire ���^��«~�� 0 ~| ����0^ Hube�H.O�w|oy U Un�� &���� �U U U��n n� NN RnaOhhf � BEMAINT%NED^ 8^ PERUBCSECTIO NH3302/ NO POINT %N A.SPRINKLERED BUILDING MAY BE 200 FEET FROM AN EXIT, MEASURED ..ALONG ,THE L%NE�OF TRAVEL.. (UND�ETERM%NABLE FROM THE PLANS P �OVIDED)' � 1 XTINGUISHER TYPEv QUANTITY AND PLACEMENT SHALL ')8E PER NFPA 410^. • � 10^ A-ROOF ACCESS HATCH AND LADDER SHALL BE PROVIDED FROM INSIDE THE BUILDING. 11^ PROVIDE ROOF MOUNTED, AUTOMATIC-OPENING SMOKE VENTS PER UFC SEC. 35.106. 12.' PROVIDE ROOF DRAFT CURTAINS PER'UFC SEC. 35 :13^ MAINTAIN AISLES. PER UFC SEC^*35^108^ ‘ ' 14� STORAGE��RACKQ TO BE SPRINKLERED PER. UFC SEC^ 35^1A5, : H 15° PROTECTIVE GUARD POST. OR CURBS ARE REQUIRED .AROUND ALL GAS .METERS*. ELECTRICAL VAULTG, SPRINKLER VOLVER AND c HYDRANTS. ' .16 ^ H BLDG° "C"' ACCEGS IS NOT ADEQUATE^,MINIMUM 'DRIVING � AREA- TO BE '24'FT^ . ` • 17^ ;ADDIT%ONAL'REQUIREMENTS AS ."RACK " RA�� SPRINNLERS :',.':.-',INCREASED. SMOKE-VENTING: ON HOUR WALLSv ADDITIONAL: EXTINGUIGHERSv ETC^ MAyBE.REQUIREDDEpENDING UPON TME ' 'EXACT U8AGE ANDHCONTENTS^ ` THESE FEATURES-WERE 'UNDETERMINABLE FROM THE INFOROTIONPROHIDED^. ' . pLEASE I .CLUDE TH SE,COMMENTS IN Y �UR REVIEW ��FTHE ADOUE . .AMENTIONED PROJEOT�. . ' ` ' om,*nomvm" n"` flarinrtmanf AAA A"dr,"a,Poa, P"" niin=//" WanhInntrin uli,ntl NAM R7c'uttflu I Edgar D. Bauch Mayor . • " , of • " • • • .. . , • . , • , Are Departrnent 3 •. YOURS ,,VERY flJj YOUR Yrpkto:LA i k1 DiEPARTMENT . • • • 1) ; L F • • : • of Ti Hubert H. Crawley Fire Chief • . ClreAllelnarinemni AAA Cm• I, C4 T I, I. .tAletetkinameo:n" �11.1a Re: Tukwila Business Center (Trammell -Crow) ▪ How about exiting ? „ - No floor, plans shown: • No spec. sheet furnished. No Sheet 18 included. Referred to in many places in plans. This is 'the most incomplete ,I have seen in a long time to accept. them. Aren't.C.& D oversize per UBC..Sec. 508 ?. f3MITH & SWENSON, INC. • CONSULTING ENGINEERS September 10, 1979 City of Tukwila 6230 Southcenter Boulevard Tukwila, WA 98188 Attention: Al Pieper Re: Plan Review #79 -S -07 600 COLMAN BUILDING SEATTLE, WASHINGTON 08104 TI Mraoua (206) 624 -8150 Gentlemen: We have received plans for the proposed Tukwila Business Center and have reviewed then for compliance with chapters 23 through 29 of the Uniform Building Code. All of our comments have been answered. Please note revision marked in red on page 5 of the specifications. Please call if you have any questions. Encl: Complete'set of plans and specifications MacKenzie'Engi need ng, Inc . Sincerely, SMITH SWENSON, INC. JUN ` 2 61979 a �4r 1 �.y �ir' F Mr. Herman Huggins Northwest Regional Office Department of Ecology 4350 150th N.E. Redmond, Washington 98052 Dear Mr. Huggins: Reference is made to the attached letter from. Mr. Reg, McDonald for the Trammell Crow Company /Tukwila project requesting a revision to their State Flood Control Zone Permit application dated March 6, 1979, for a ware- house park. We have reviewed the proposed revision and believe it is satisfactory. If you have any questions, please feel free to contact Mr. Larry Gibbons of our office at 344 -3874. Sincerely WILLIAM B. GILLESPIE Manager Division of Hydraulics WBG LRG /mk enclosures: Letter cc: Al Pik City of Tukwilg • King County State of Washington John D. Spellman, County Executive Department of Public Works James W. Guenther, Director 900 King County Administration Building 500 Fourth Avenue Seattle, Washington 98104 Telephone: (206) 344.2517 MACKENZIE ENGINEE RI `` INCORPORATED June.11, 1979_. Mr. Carl Crawford King Co. Administration Bldg. 500 4th Avenue, Room #976 Seattle, WA 98104. RE: Trammell Craw /Tukwila Job #78365 Dear Mr. Crawford: This letter is to confirm our conversation on June 8, 1979, concerning the 9''0" diameter culvert at the West end of the property, Item #3 in the general notes on sheet SD--1 specifies the,9' --0" diameter cul- vert as 12 gauge corrugated metal pipe with 3 "x1" corrugations. It hs been brought to our attention, 3 "xl" corrugated metal pipe is difficult to obtain. Therefore, we would like the option of changing the specifications to 2 2/3 "xl /2" corrugations. The diameter, length, and type of pipe are not be changed. Also, the fill, slope, and installation proceedure.will not change, If you have any questions or comments, please call, Very, truly yours, 2850 N.W. 31ST AVENUE • PORTLAND, OREGON 97210 • ' PHONE 503/224.9560 Principals: Thomas A. Mackenzie Eric T. Salto M. M. Breshoars * F. 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OR C PSI AN ZE.`..D , ■ IfflPtcv . .,,,ur. • ., - 5 D, c ALV CZ, LADDE CA OUT- ( 4 ) 9 P.) -__ MANHOLE OR T's( n. C.5. WALL NTROL_ QUILLLD:E�4 L NO SCALE ..w,•Y , �L� ' R IN CA AND COV .R r • • • ti E7 • 1 J .7 _...._,, 4 4 'TYPE .0 RIM EL.= 2.4.0 1. tA 17.58 2A ") 1.E.. =17.38 Cie") £Qyr:Row L . , ATE! :T1 HT• CLEAN -OUT COTE GAUGE. .51.1D E. CHAIN N ZOO" CAPACITY SLACK , VY H :N COTE. 15 DOWN. \ .LD CHAIN TO C.5. FRAME. _::�. ---- R 5T RI CTO PLAT t. Vv/ ORIFICE. — DIA -4 1.24 MN. COMP DEPTH . ASPHALT LT ;C. NC . PAVING 1) ' MIN. COMP D ID 5U ''AC I N BASF. . COuR5E ALTER4AT : 311 A3PrIA ' - TREATED J cirocle. Po i- r Impoon... «9 scxi Ffi MAJh ST.. SEATTLE :, WASHiiNGTON ES Joyce/ Nordfors&ASSOCia 1 ir� ■rP . : H fl • �rrrrw++��rr��r� wrwrrr• l h I +.r' • 4J, 1 . �• a • • l u�c', i.M,rf�y.r'r�:. t:.',��y � ,,..�..,... _ .:.�'a . 'i�..'t. ^�'.r�. 'n'x.9�� ".'ii, �.C.�,'r"A."�,��+ • • .�..... .,, ...s,*e.,u.....• w.w..:,. .... ... 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E 1x� I4G STEEL T E E r,riec 17S-25, GRACE 60, Iv LY h.:)TED HALL r REMENTS RL TO FA,$.I.CATIO'i 1y ON rr„ e t U L ^ 8 AJJJACPIT FIE UNL FOLLOWS: ^ T Erti UNFORMED SURFACES, EARTH FACE .r:-5 IN DIRECT COF ;TACT . 4I TH S A!iO URFACES EXPOSED TO EATHER. . ( I,°•4TERIOR FACE) . . . . . . r, r r- I f 14 :tl PROVIDE T.; O c shown-f. °tile r wjse on the ans) Off- . ThE. DRAWINGS, - S T R U 3v T •" ' � !" { T EEL � � F �i Z - � F • j � AND r A f'� y r., r .� y .� ^' � + ` � ... r ` j S •� __L FA3R1 CA I w O� A N ERECTION 5 Az L -3E S�PERx I•SED •1 ACCORDANCE -t ri 1 ..h R _ ! E Y T - T E -,r - A D .derILD gG CEP SHALL BE FURN SsiED ITH CGPIES OF ALL TEST'RESULTS. TEST ROOF TRUSSES AND GLUED LAMI ATED MEMBEuS S ALL BE 5U MITTED • TriESE . ITEMS. 7 r S: .EN H OF f f �- - 3, OCO PSI. THE MIX SifALL CONTA,I N N Tn. _" -3/4 GALLONS 5 OF hr'•;TEk P.ER SACK OF CEMENT.' 60,f, PSI_ EXy EPTIONc. DA01 NGS SHALL BE GRADE 1%..0 t r �- a. t ti iiELDED wi S P E C I F I C A T I O N S jt ,• . T• • AT ALL MESH C r- -'�t 74- L THE C TO BF rITLC BENT. fy 4J I^. , ✓ i r, J ,. ^i' �Lf I ki? ERSEOT JO: S. if t V L L i i ..:7 r s' n Z J SPECIFICALLY SO J -TAILED OR Fr .Oti)EE 3Y J t3.__4 3 PLAT .., � ___...: j : 1 D SHAPES, H f CONFORM T O f 1 M 'j S� TUBING � � � L� r �, � 1 � � I'i �� �J �� 1.r t � _� 1.i .� 1 1 r1 � � 1 l,J !l � r T • ! -1 A36, F � .J � � .J � e STEEL `1 I , ' . . . . . . • . . , .. �. -, B S SHALL CONFORM TO A . S . T , M . A307. «r --' -- .•� y _.,. !" ";41 ERE „ f' , TION SHALL BE BASED ON THE A I S C "SPECIFICATI FO tr, ; � _ SHALL FOR THE :DES rG'1 , FABRICATION AL ; .; .,..., a ITIlAINGS 7 ” LATEST EDITION, PLUS ALL REFERENCED CODES. 171. 4t 44 uLt:S . +iSE ; CXX s 4.24 �iy,t,�, V J • 3 !';Q '"�i� .�"' SkiAiLL r- r .► pc ti O T' E . rR 0 ! S - - • y r � -R- , r P REF nRI'CFi v r TU — SA A CI. NEcESSA y BR flF R VAL s:3 t • J�Jt�2! SUBMITTALS ER A iE T AND TE -► ( @@, " • r ^r WA p., Sn k : R S AND 1' - A PRAW'i S• D DES! r -r r• ' r * { , x r_ R T O s. r^r,J R s �. A: r.,r N SHPL EE.A.R �3 LL '" TEST e ^ '" C ar - Li ELEC. F.GC'F SHEATHING . FLOOR SHEATHING. .,. PLANS. :. •� v ar i s 4 '! r r+ ;i Y oiltrt 3' rC t ^ " r r•.. r -r' x e. t r ' r` • r : n r • 'FABRICATE T r,,t +*a a T r r r ^r r • ,. D c S ALL % eAS r' 4 r IN rrINFOR r ,_ , • - EE � r -u E XTER IO? S T u TuRAL PANEL I-0 6 / 1 . a • '.? . �J • 2,400 P.S SIRES r '\ -� z f; r LOAD / J!r F _T`O a AL. LOAD REGI STEM EI PROFESS LLED IN C NATURE : O F NC 41"1:4 rl NL • 0 r,E.it FIR r +, op • STA\z.i AR !ri j✓ ^V • r t r. .^ _C6 . F ' Ah 9 • I` ALL' U � ,.i� �. 3 C MS TO F ;2 R T • y . I i• 4 i v' ♦ t 'S Sf E SPECIFICATIONS. Alt i E Ak u f 1 ''' 1 r _, 7 4 U r L , AT SHEET EDGE; 12' 0.c. AT INTEPMEDI• TE BEARING 0.c. AT SHEET EDGES AT INTERMEDIATE ARINGS • r « fl ,te r �'•• ra l n �, ,. r rt � r DER. a rt EL) BY CE • T r r ? / • r .•^ r r t .. ` T1.1a i� y Lii 4 1.2. "7 .• i t7 NE IVE PLUS 'DEAD OF 40 PS. 0 ■•riL 9 r e 1 " j ' ) ,. T x R .. FA. tEL I .O. INDEX 3 r RCS SPEC' FIC'.ATI G' S. . t _ ' T t^, , O J F Crop: S H ter. A T H x '4 5 �• 1'► r PCP I' f' {G ,rMBEPS AS FJLLO4S U ±it_EC OTHFrc 1I E • O OR RC 1 a — ! ti t2 49 Pr 7 S • F SEATTLEATFIR NATIO NAL BAN • • • -Jones Associate's • r, t: ; , • • rpro f rrr , '. ^ - rw • M- w '.r" x' '...1'. • � T • t, .c c .; i�r. 1 � , ., „ w Mr J wro 210 To O,ee, • w rr +"r • g «. ° :ar; � • r r •� • t: �'• J t 4.d. s3m t ' .r .r4 C �rz •" rp�i T "i. :c R,j C E iris : on e 3 ,JC PSF it ay TO EREC uay by Eart,6 Consul STRii S Of SON r; ,.. n; PRf wow \INF ED pl1 Tai T1 L ED ST LCTURAL FILL. r' I U1 Mu► a J.�a4 3F THE ' i4 f , �. E ;`., P OF T AE LNIFORM SJILuls %G MET it DS t rC ` Q ES ed April 5, 1919 r let rt M .i 5.- AR: NOT. .SPECIFICALLY D1•C TED TRJCT - "jar SALL B USED, SUBJECT TO r E V 1 E " ELO ERECTEL S ;A4 L' BE SUPERVISED BY THE . A I ACCO D NCE xTH 1NSTRUCT.IO 5 PREPARED pH DT COD OR • ... ,. ✓w,nr .wyy. .. rr• .c+wrrdcw.,- a'+i'-�- ,::�.r,.': • Ratti Fc sssttiAssociates STP ucTuti* EWER'S , Ben jdn S. Notkin & Associates Spn & Associates m ' ELECTRICAL ENG44EERS • J) • .+^,.. *w .r...... — :-; s■•r s ......fix r• tsa , A. • PL0 ; . 1/...1/ li e, ai vi ; { , .l or° 6,✓ akin 4%1/4 .At ....12 . • I2 " p, LIB. ism F•1 twirl ‘m.) ft* ( LJ4 rit.ri'6040 , • irst E TTL5I,I NATIONAL • • a• t . r " 0 .J 47 ' y + ' 1 4 V F 4 1 t rot . .. W. • id• 4 ,+. s.....,..n........ ." .�.� .r,...... ,...�. '4.41•0110110010Q0440014010wrw+lq010.~. s.� A • 4 • rrorrwrerr • evetp-t pio‘-k..ke ?tot. Auhp41,..i;L:. ,� 4 6o/00. 1-17 at 50 ve•terr, ietoi '''.0111 AAT-10:6", e ,d2 l fr;1 f;" 44 1,0 44 Py 4•4t4 $40441 • — owerriarrrr r* Nor +... 43,0. oaPit 10,tioet . • to • • Joyce/ rd . fors f . 119 SOUTH MAIN MT...1SEATT'LE, WASHINGTON Ratti/Fossetti Msodat0 STAMTIJRAL ENGINEERS Elen .yn`f! 1 I1/��S.�Nr otk n & Associat rits Spading & Associates ELECTRICAL Eri s Jones Asiat'e rw� OVINEEAS . ThOrnaS 1. Berger & Associates LANDSCAPE ASI4CIVECTS - V ISKYNtS • tttm . . .. tail._.. -:. • \ t :x • - .. • • AsEoeia1e r^+r 98104 ;' PHONE: (206) 624.3818 n }, `rP4.ia.. N O ALE AA 14CWD ATE IsJ::JUN 19 ii ri A .� • • 7 [7 • IRIS fed 044 Papa "7. iov - "rizuge 1—ises# rw�....w it tit 14/ 02.'• Vtio... It ei? at, t'4oI "2 re riZU cr,01/0fi• 17 '/' " ''1„►i • • A " PD 6000-cT. pg-e--karc-r..e07 '►� (Poff /ems '42 ,;/Z Y. •• A ,e 0 a 1 9er Ls• 4 • ' ; ra, N poesirr r te ' .. e7a4zish.ri 1,4/ ' I r2.0" ATTL Ano sr ...:J:«...� .a. .T 'ura:rrn. • t. '. J • I 9810 PHONE: ONE : ( 624 -- - ._ . at$ "`�3i.1'Z`hS MAIN fi'T'., SE.10.TfiLE. WASHING : 10N �'Mii1,/�f • tin & Associates w ECHANIC:s L IE Sperlinii.& Associates an.rtcracot& r remvrtts • Jones Associate" , & Associate* LMICESCAPE I — '2__ - . � --' _-Y� { x� •' Y . 1 •'x.y- .K•. ;; /�. - - . lam .... s - : f r �. `+c. -w ° St � y• � ' T'.ei n-4 �3 xFt:V}4 ±s�rStY;. •' .- x.q.., . 'c is - " �. � •. -,.,. • '■� - -- +lr- - _ _ , - _ - _ 7,..x.1% " - :. - �''� -= """'n�°"" °--�� . �' - _ - tiL•�, - rv •�u;R,; '%.""•e^ . s 4 ,: -►-' ',b._3.,,- • _ __ .�-_^_•.- i+ - 4T _ ..+.� tc'4 ..-•. . t • - " • i Ale r.+ ' .ry • it }tssiw • r;. ...mil_ v:,.nex .=+rlC•�+.sr wsrs5 {ita+xraaFp+la::rw. . - t u.i.._•+ar...N.te =.. w1 • sr+..+ i+ �e�. ava,. s. h+ e►, ew+►.+ 1++• s.+ rrsis�� +r+.W.i.i+w•�lv+ V. .- r H is wu:.a- i ti t� +r - >t 1 ; ..`s: ''sa"' ‘ ""V.I' i ,) ∎66 `'.`iihF4. . •r- ,e 4,:i i.r4 vi3i;% As1d . A �,_._«Y; -047i f s-,0_. .a — s ,.°4 j ... f j ; tom ,x >- '7 - '°[i :i - ,- 777V . j ,1 ' .. ) , r r .v^w.: i•._.- ..,.��.:... -,:..v �- s....- .�.�:e..`••� - :�,s•....•�� ...•�... +.r.,•�i +✓r n7' -"dl ice...«- _ti.�ti" - -.� _- 4--- y` =A'.tr -- - - - _ . - � - -- -s+ :..:+..•a+ r" $x0_ _n,.�t =y� rnG:. ^,�}Y• -t }. •.s ± :- 3; Y - s f 0_.`7'3 C a • •7 MARK qi/AN CAL EQUIP '._ le r^� ti w .1. 4 rw L I Cp11..,11 C 4. , J C" ` " 1.4 k ore, el': :l I ,)‘, 'J P' 1 RoLiC-11-f' PCOF P F CAP T SCHED 5110 CFM 1/ 11 2 i ", : t 'total 677 EWB and 6T 5. aeatE: ` single .stage, et a air p:'_encm, o" tral package'. . coolX 1 " „�, YS tot coc r: 6 , 6.5 E DB ,►`. - 2. 0 3 1: o ssor 208V" ' ? dr _ 0..31 "4H . nteg ate. • 2 . . - - f a g • ' v 4 Ya1.+ ity 30° r irk V - - city l s 1250 , wat r : 3 e s .s f.; nar : 'e, factory t t r o w j ,. Fna17.:e3 aked . enamel 3 O° def Iectic't, pacing .'� Gib: t! 1 n 1/3 HP, 11V6O /1, bronze & pi.a> tic fit :ted, 1 -1/4" discharge, iiutomatic level cantr)!s - 4 iI CoN`r', 2_ Ttr•l C� f B---1 C.FJ Cr ,It ''�`' 1GI� COW C. PAD Ymr+1 -. s::1 .Water Closet Seat . r lush .Ta t Ve Lavatory Sail Hydrant loo . Dra fioof. Drain Aii.. ss. ti.£"t. 2477.016 .Church Aii Std. 0476.028 Am:, Std.: ')379.01e, PLUM aiu FIXTURE :'$C HE OULE Sj:oan 1IQ Royal J. R. Smith 5510 -V3 J. r ;. Sin i to 2010 J. R. Smith 010- -C • y D = SCRIPTION wall hung, vitx:eo•u china, 1-1/2" . top . spue e io gat,ed; bowl. Solid plastic operi fr9pt Countertop, vitreous china, self rimming, centers. 44•144.44i4r..414' Pronze box w chrome plated face, non-freeze wall IGoy., vacuum brea .er 3/4" . inlet. L uco cast iron bo y„ flashing collar, round top, nickel .+rc nze, adlu$tabI2 . er head. Duco c.ast. iron body, fcrtif iex dorm, under-- Qeck clasp, 3" connect ion. 1 ? .. .. 1..— LEGEND • -4 . _ .mr. • S or W SZ� V VTR RD FIB ABB A'.'i S S ., DESCRIPTION SANITARY SEWER' STORM . SEWER_ P JUMBINC FIXTURE SYI4 DOMESTIC COLD WATER DOMESTIC HOT WATER SOIL ,or WASTE', 3UPIEL' RAINLEADER -VEN VENT THROUGH ROOF FLOOR 6RA IN ROOF DRAIN HOSE EIBB • MEC }I NICAE EQUIPMEN.x SYMBOL • L . • • '3.1) Itixt C.C) KIT D. I ha C. F�AI €e() � J i l `r 1 , ` '10'4 10 A:k,t PLENUM 4 MA IAl.. a h . DAM PS1 c',1*".(P) L 'a `T w . I OC.O C F. r't *I "G +:ICJ ;fJ�I Jc:u -'1 o. 12 6.`5.A ITAk_E ,..._. F QOF CAA P ;;tea..•': :itt46kafI1 . urn - RD 11S;; SouTf4' MAIN . ST . ; SEATTLE ' WASHINGTON q8iciti. Ratti.''Fossatti Associates �SYR�J� fUf L HERS ; Bertja in+ S, Notk i & Associates, ME4`Mlt1V�!CAL ENG14E�;R'ri $EA TTLE4;i NAT/ L E �rntiyl 4..r^u a�i ti i • • >% '1s1•• r I + .L t i t tA 1 i..':t AV ^ aii'F r. T .:, z.�8' c!. t,.•� 1 • Joyce. Nordfors&Assdciate Ratti : Fossatti Associates . aTROCI'VAAL. ENGINEERS Benjarnin. S. N tkirt 8 Associates I4iECNAN►G 4 ENGINFEp!S .: &.Associates tucTRicAL EPK;NEERS, ,tones Associates E,gGsl t thorium t; Berger & AsuociateS LANDSCAPE A1#C1'tlt'EC �:• • tur i,lf! ±tit'', r•' • { I0 0 •11/.)r1.n.rr v 1 I( trwL :( ; • r ... +.� a��. SE.4TTLE.FdR ATICdIOdAL BA/9f, fi • r