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Home My WebLink AboutPermit 6643 - Boeing - Walkways and Canopies6643 91-157 boeing 9303 east marginal way south canopies E • • • .. 1 C • I year 1988 SETBACKS: N - S - E- W- FIRE PROTECTION: ❑Sprinklers ❑Detectors 0 N/A U TILITY PERMITS REQUIRED? Q Yes ❑ No (t hro Public ugh works) ZONING: BAR/LAND USE CONDITIONS? ❑ Yes Q No CONDITIONS (other than those noted on or attached to permit/plans) ARCHITECT Boeing PHONE 544 -2975 ADDRESS • P.O. Box 3707, M/S 46 -87, Seattle, WA ZIP 98124 -2207 .. S . . v.' 1 • Boeing .1. 1 . 544 -2975 ADDRESS P.O. Box 3707, M/S 46 -87, Seattle, WA aP 98124 -2207 CONTRACTOR Boeing PHONE 544 -2975 ADDRESS P.O. Box 3707, M/S 46 -87, Seattle, WA MP 98124 -2207 WA. ST. CONTRACTOR'S LICENSE # N/A EXP DA t N/A ARCHITECT Boeing PHONE 544 -2975 ADDRESS • P.O. Box 3707, M/S 46 -87, Seattle, WA ZIP 98124 -2207 CITY OF TUKWILA Dept. of Community Development- Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING PERMIT NO. DATE ISSUED: TOTAL APPROVED FOR ISSUANCE BY: PRINT NAME: r.11c CERTIFICATE OF OCCUPANCY NO. Ai IA ‘0(D BUILDIfl PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) FEES DESCRIPTION BUILDING :PERMIT FEE .. PLAN ';CHECK FEE BUILD.ING:SURCHARGE: TOTAL PLAN CHECK NO.: BUILDING OFFICIAL DATE: 6 COMPANY: DATE ISSUED: AMOUNT RCPT # DATE 91 -157 SITE ADDRESS 9303 E Marginal Wy S DESCRIBE WORK TO BE DONE: Install new walkways with canopies. SUITE # VALUE OF CONSTRUCTION - $ 521, 000.00 PROJECT NAME/TENANT Boeing ASSESSOR ACCOUNT # 000340 TYPE OF U New Building Li Addition WORK: ❑ Rack Storage ❑ Reroof Li Tenant Improvement (commercial) ( J Demolition (building) ❑ Grading/Fill ❑ Remodel (residential) Q Other: Canopies FCOOR,`' SQUARE FEET SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD OCC. SQUARE OCC. LOAD FEET LOAD TOTAL SQUARE FEET TOTAL OCC, LOAD DATE: 6 _ �, ( . . I hereby certify that I have read and ex mined this permit and know the same to be true and correct. All provisions of lay 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 provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building permit. .This permitshall become null and void if the wank is not GOinmenc in :0 v from issuance, or i f the •work is suspended or abandoned for.' pe of 180 days from the last inspectlo PERMIT NO. CONTACTED Y DATE READY DATE NOTIFIED (0-1:3-6() 13Y: ..... (Init.) PERMIT EXPIRES 2nd NOTIFICATION BY: (Init.) AMOUNT OWING _ 3RD NOTIFICATION BY: Init. BUILDING` PERMIT APPLICATION TRACKING F --- PLAN CHECK NUMBER C I 151 INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) OCC. SQUARE LOAD FEET SQUARE FEET i OCC. LOAD SQUARE FEET OCC. LOAD SQUARE OCC. FEET LOAD DEPARTMENTAL REVIEW "X" in box Indicates which departments need to review the project. BUILDING - i itial review FIRE �P 0 PUBLIC WORKS 0 OTHER BUILDING - final review REVIEW COMPLETED PROJECT NAME SITE ADDRESS 13 De \ 5/24/g i t CONSULTANT: b INIT: INIT: INIT: (POUTED) �1 C mo.r n �► 21 UJ�..r - - Date Sent - UIREME FIRE PROTECTION: S i rinklers $ Detectors p N/A FIRE DEPT. LETTER DATED: 5 3/47 INSPECTOR: ,;,—/ ZONING: REFERENCE FILE NOS.: MINIMUM SETBACKS: N- PUBLIC WORKS LETTER DATED: 1111111112111111111 yl i tr 6/i3 9/ TYPE OF CONSTRUCTIO : INIT: QM IBAR/LAND USE CONDITIONS? S- UTILITY PERMITS REQUIRED? ( ) Yes a SUITE NO. Date Approved � No BC EDITION (year): / 98E3 )Yes TOTAL OCC. LOAD SITE ADDRESS SUITE # E. MARGINAL WAY SO. SEATTLE, VALUE OF CONSTRUCTION - $ 521,000.00 . ASSESSOR ACCOUNT # 000340 -0018 (commercial) U Demolition ( building) 0 Other: CANOPIES _9303. PROJECT NAMEITENANT BOEING MU TARY A I RPI.B TYPE OF U New Building U Addition U Tenant Improvement 0 Rack Storage 0 Reroof 0 Remodel (residential) _WORK: DESCRIBE WORK TO BE DONE: INSTALL NEW WALKWAYS WITH CANOPIES BUILDING USE (office, warehouse, etc.) NATURE OF BUSINESS: AIRPLANE MFG. WILL THERE BE A CHANGE IN USE? k.,v1 No U Yes IF YES, EXPLAIN: CANOPIES SQUARE FOOTAGE - Building: 12,199 SQ FT Tenant Space: Area of Construction: 42,700 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER ROFTNG MTr,TTARY AIRPr,ANFS PHONE (206) 544 -2975 ZIP 98124 -2707 ADDRESS P.O. BOX 3707. MIS 46 -87. SEATTLE. y . PHONE (206) 544 -2975 'CONTRACTOR ADDRESS BOEING; M Tr,TTARY ATRPL S PHONE (206) 544 -2975 P.O. ROX 3707 M/S 46 - R7. SEATTLE, WA. ZIP 98124 - 2207 WA. ST. CONTRACTOR'S LICENSE # BOEING -294ML EXP. DATE ARCHITECT PORING MTI.TTARY ATRPr,ANES PHONE (216) 544 -2975 ADDRESS P.O. BOX 3707, M/S 46 -87, SEATTLE, WA. :.1 ZIP 98124 -2207 •: .. I .;FIEREB N R Y cERriFY THAT I : AV!~ REAP_ AND, %THISri'. ' 1 G` T. Nf0• THE<.SAME . ro. • . EC:: Nt)':.: • R 1. ; a ..1,:� .. � .: U . ZEl3T0: :::fY<FO.R:: < S:: fa:P .. •Ni T .. . ...,..:.< .::.:: :: >:::..•,:.:,.::;.:.:. ` ... BUILDING OWNER OR AUTHORIZED AGENT ' SIGNATURE / , fi .111.7 ^ ' r DATE 04 -08 -1991 PRINT NAME TERRY BENNETT 67) : PHONE (206) 544 -2975 ADDRESS P.O. BOX 3707, M/S 46 -87, SEATTLE,WA. CITY /ZIP 98124 -2207 CONTACT PERSON TERRY BENNETT ('. j:Lffi! >'j'kt. ..•:.i: >.:i:: PHONE (206) 544 - 29 75 > : f ;D:gSpRiP<T19...N >' >` O 6 AMPUNT«; lioP >i':; # ;.; D A TE> : BUILDING PERMIT :FEE .. aN °;: f ''. r`s! 67) : L: ,:'..;f;. t: LEA N'< CHECIOEE - :';: «.::r> y: t";� >:: v» « •UiLDING'�SUI IHARGE a ('. j:Lffi! >'j'kt. ..•:.i: >.:i:: $:Y REMISE i ENERGY SURCHARGE < :> ,<::: >;.::::,:..:.:::::;<:<> � L<:' : f �4:i� .:ti!;,:j;: ; , {•,f: < ::< e :r,. SS .. w + .,:•,},:, »:,.�N:. :::..f•s.�t: C .: •:fn::4i,:::: +:f:' 1:.: f :.:: !ti :� . ti %tit£:' M : ti ?c:'.O; T ` h:j e " :I!. 0P. :.1 CiTY OF TUKWILA • Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 SEPTALKA JOB # 9!,/ 303.0 APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed Information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review, VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the PermIt•Qoordlnator at 433.1851 prior to submitting application. In all- caocc, a•valuation•amount•should be entered bylhe applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. 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. EXPIRATION OF PLAN REVIEW Applications for which no permit Is Issued within 180 days following the date of application shall expire by limitations. 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 304(d) of the Uniform Building Code (current edition), No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 433 - 1849. DATE APPLICATION ACCEPTED BUILDIN PERMIT APPLICATION FEES (for stall use only) DATE APPLICATION EXPIRES I 1 SULN1ITTAL CHECKLST 1--- %Yo.-0 arawintist:'s....Pad bY, 6.‘.!Y..5.1..9.•,,•:1‘..1.`.)11..:11:.•°......:...:,.i.i.C.(;',.::.:.:::..6;.:::r..;:!6:•..::...:::::::':;.:1:',.':;:.;:ti'::..i ,;„''' ' :. '"t,i;,•• - • — ' ':''''" .i'O ' ._.._.i arc illoct, 'whict) Inci00.4):"..::,..; "...;•.:.: • •.• . ....,.....- . • .., - • l•'' ptan .:•.::: H . •-••••.....•••••:.... :•':•••::'..'••:•:•:••:,:.„......:,::::,:.:',......•;'•••:, .:•.•,••;,.•:. ''....• • :■ AI ct .11 tO ciii l'a) 4w1119 & ' • .: ,•:,:',; ••• . ...'.:. '1 : !• stractu r al :driiWf.jng s •I': ...:::::!,:•„' . •:.•''':::11!':: ' ::•'''•••■ :•:•:/'''''" ................. Elova 041 *:••: , ..::...... , ..'.: , ?:•••••::••••:.•••• • ••••• • t. Civil ciawinS;;;:i r ____ 1 .. .:,' • •• 2 ••'.. • • ' • ' ••.'..:•••:::',,:',:•,.:- :••••••• - '. .:..:, .., ' I j Complotod utility pomilt 'aOPII!;'31ris.'5....1.15/.1?!..:::°fltir° Pr919•9.';:.';;::::.::''''.: ,, , ,,,:. ....... . .. . Slx., ,..............i.•,,..,..•....•.:.............,:,................f.".ii;;:',..!;ii:•,...;..."::;.:.:".";',.''''.h:'::.;!''''''. • ,i . :....'''''''''... ''''''''''.• . 1 (6 civil cii §...• :, - •••••••••:::::::::•• - • • .. NOTE..•,:::S..__66. 0i ,_ 1714P. ._ di. # 71 ; i9—...11 0 ti . - ..9! 1 ;.•:::: : ! .. •.::',P r ". .: P. ....‘ submirTai,r.ycidirotpurt — ' ••••••••" • • ;.' ...:.,„.... . . . •:•. RAC( STORAGE Compio tad building :R9f A F. Acco.rnt Number • Twa (2) cots o f • " oo r plan ;howirig Entire w here • ••;•° Exi lm t 9 d9° n0 9r‘ n . 0 -.1 1: :. # : iii 6 .,.i9•?:',.1:1::•! :. •;', J Te nant ... S . -' 3 0 1 ?Ii ...;: .:::•:. .- ., ... ! i .;;••;,;:••••;::,:•' . • • •114qiii;;:i'Et4los±41 Oxits, ui. .:. : : ..... 1 ..". ` ..Y..;:.: . 7::::;::: r i:.:...... , ..::•*: ;:.:...,......... " " ........:::.: :::.:;:.:., r*: , ......;: .::::.::::,...... . . . ... . , .... . ln ckido 0 racks and ant Wf iyi 99. ••••••• •,••••• • • .: .,........••• ., ..• .:.,. . •• , •• •• • truCtullii c 411.11 : 09f.).P.t4ITI bY • • RESIDENTIAL — HEW SINGLE FAILY • • .; • : ........... . .............. ...................... • •. •• . • •• • •••• j Comp " ap • I ,4 ng p ' •' • Legal description . . . Ausossor Accouni,NURtbOr • ri • . • .. . .................... Two cots (2) ;Of :y;(0 FOUncladori' ••. Floo • r .• , Roolpian Bull Ols (all 4ows, Wasungton StoW Energy Code • • :.......:•;•••••••'''.• . • . Six (6) sot; of sito plans showing uttli . • ••• •. • Oldif and 0tility:sitoplan.may o.co 1 utaity Adcitional roqylryd :1 unique situ conditions. COMMERCIAL T.UAI41 , • :6:6)Plete' '11 e 464 On: 640: : Tent locatiOn 1 Use of ndjacont (common wall) tenant . Overall dimensions orcquaro lootago ... - New wnlI.oxlsilng wall, and wiUsto be demolished. Construction details Oro&s sootlonc showing wait constivction and method of, Washington Uconsod A .. . NOTE I/any utibty work Is to bo done, submit •••.6iiji661.;•:.•i*.ii.:..W•t.60i0: s epar o to uohty perm application and roquirod • • • . • - Assessor Account Number boiridfrernovaif;:an . aleriel " bojng i nstalled, 7.:1,4•4 9rkett • ANTENNNSAT • ••■••■•••■••• 11) b .... p ermit 41 . i,•; u/red prior to final Inpo ct/op and ..e • . •• • . • ••••. ••• s ;,::.R — Completed buIlding permit applIcation (one lot each tructuro) • trUctua f rami ng • p • 4( „ • • ..k • . q ... .. .:.: NOT . :,. Jfiny blilit' ,ork Is 90plans..!must, s0 mil , •: • • . R . • . : : • ono JOoach structure . ; root material being removed, :;•;.: rovido utility permit a,oplication:::::'?: , • : 'g In&tIiud, prior to final inspection and sl . , ler PERMITS BATE ROUTED TO PWD DATE PLAN APPROVED PERMIT NUMBER APPROVED PLAN /LETTER DATE ISSUED J I ; Channelization/Striping/Signing Curb Cut/Access/Sidewalk Fire Loop/Hydrant Flood Zone Control Grade/Fill Hauling Landscape Irrigation Moving an Oversized Load Sanitary Side Sewer Sewer Main Extension (private) Sewer Main Extension (public) Storm Drainage Water Main Extension (private) Water Main Extension (public) Water Meter (exempt) size: No.: ❑ Deduct 0 Water Only Water Meter (permanent) size: No.: Water Meter (temporary) size: No.: Other: Other: DATE PLANS RECEIVED TYPE OF REVIEW BATE ROUTED TO PWD DATE PLAN APPROVED REQUESTED COMMENTS 4- U. 1 56 - - . e._ J I ; 1 -f- -c[ PLAN CHECK NUMBER 91 ROUTING PERMITS REQUIRED UTILITY FrOJECT TRACKING CHECKLIST PROJECT NAME SITE ADDRESS CONDITIONS OF PERMIT ISSUANCE OR FINAL SIGN -OFF OF PROJECT SUITE NO. CITY OF TUKWILA CENTRAL PERMIT SYSTEM ENGINEERING DIVISION 6200 SOUTHCENTER BLVD. TUKWILA, WA 98188 UTILITY PERMIT APPLICATION (206) 433 -Q ,179 (please print) SITE ADDRESS 9303 East Marginal Way South PROPERTY OWNER Boeing Military Aircraft ADDRESS ENGINEER Bruce Dees & Associates ADDRESS CONTRACTOR ADDRESS PERMITS REQUESTED Sewer Main Extension (private) Sewer Main Extension (public) Water Main Extension (private) Water Main Extension (public) Excavation (in public right -of -way) Fire Loop /Hyd.(main to vault) No: Sizes: Landscape Irrigation Sanitary Side Sewer No: Water Meter - Permanent: No: Sizes: Meter Address (if different from site address) Water Meter - Temporary: No: Sizes: Water Meter - Exempt: No: Sizes: Meter Address (if different from site address) WATER METER DEPOSIT /REIMBURSEMENT NAME ADDRESS CITY, ZIP PHONE MONTHLY SERVICE BILLINGS TO: water Q sewer [I metro ['standby NAME ADDRESS DESCRIPTION OF PROJECT [ Single Family Residential 0 Multiple Dwelling: No. units Duplex Hotel P.O. Box 3707 Mail Stop 46087, Seattle, WA 222 East 26th Street, Suite 202, Tacoma, WA NAME ADDRESS CITY, ZIP PHONE Triplex -- Motel LI Apartments Other [X�. Commercial /Industrial: J X Office [i Warehouse Retail Hospital School /College /University Church Li Manufacturing Other Pedestrian Canopies MISCELLANEOUS INFORMATION 0 New Building: Square footage 12,199 C PEIX- 'sTRIIVO CANoP /c=S) 9 Remodel /Addition: Square footage o of riginal building space Square footage of additional building space King County Assessor's valuation of existing structures $ Valuation of work to be done $ 850,000.00 I HEREBY CERTIFY THAT I HAVE READ THIS APPLICATION AND K Applicant /Authorized Agent (signature) / (print name) Terry nnett Contact Person (print name) Address (32 /W1.UTILAPP) WATER METER BILLING CONTROL # l —151 PHONE (206) 544 -2975 ZIP 98124 -2207 PHONE(206) 627 -7947 ZIP 98421 PHONE ZIP Curb Cut /Access /Sidewalk Channelization /Striping /Signing Hauling Moving an Oversized Load Storm Drain(Private) Flood � ne on rod Other �%TK CLOLL / ri I I PHONE ZIP (� Condominiums E SAME TO BE TRUE AND CORRECT. DATE PHONE(206), 5_ PHONE ZIP 1. Sanitary Sewer 3. Water Mains 4. Parking Areas 5. Domestic Water CITY OF TUKWILA Public Works Requirements All site plans shall be provided in one submittal for review by the Public Works Department. Six (6) sets (cnpies) of plans stamped by a licensed engineer are required. Plans are to be submitted at the Planning Depart- ment where they will be routed to Public Works. The following information is necessary for Public Works Department eva- luation and approval of site plans: A. Type of pipe - concrete, transite, etc. B. Size of pipe C. Percent of slope on pipe, length of run D. Number and type of fixtures to be serviced E. Connection points F. Location of cleanouts G. Type of bedding material - if required H. Invert elevations 2. Storm Sewer (include existing topography and proposed grading and surfacing) A. Type of pipe B. Size of pipe C. Percent of slope, length of run D. Connect point E. Location of structures F. Square rootage of area to be drained, including roof area G. Bedding material if required H. Invert elevations A. Type of pipe B. Size of pipe C. Hydrant type and locations, if on a city main D. Valve type and locations E. Connection point F. Type of connection - live tap, tee, etc. G. Location and size of thrust blocking H. Size anu location of mains, including elevations (profile) A. Type of surfacing - asphalt, crushed rock, etc. B. Percent of slope or runoff direction C. Location and size of curb cuts D. Vehicular and pedestrian traffic facilities, including signing and striping, wheel chair ramps, curb cuts. A. Type of pipe - cooper, galvanized, etc. B. Size of pipe C. Number .end type of fixtures D. Size of meter - 1 ", 11 ", etc. E. Location and elevation of meter box F. Location and size of tap Water and Sewer 1433 -1860) Street (433 -1850) pore(11 evrY After the Public Works Department has completed their review and the plans are approved, the application will be notified by letter of necessary per- mits and requirements; an approved set of plans will accompany the letter. If the plans are not approved the applicant will be notified by letter of necessary resubmittal requirements. All required permits are obtained through Department of Community Development at 433 -1851. Utility Inspectors BOEING COVERED WALKWAYS Responses to Comments by Public Works May 31, 1991 la. Per the enclosed Flood Ordinance you are requested to identify the existing dike /riverbank system which provides flood protection for your development with response to your proposed plan. Response: The area is unimproved riverbank and not designated by the Corps of Engineers as a flood control structure. See attached letter dated February 7, 1991 regarding access and maintenance of the riverbank. lb. Identify the flood elevation of the designated edge of floodway (100 year flood and standard project flood [500 year flood elevation]). Response: 100 -year flood plain has been identified on sheet C -1 as "FEMA edge of floodway elevation 108.47" which equals NGVD + 100.17. In this case, the 100 -year flood is more stringent than the 500 -year flood, which equals elevation 106.87. FEMA and Green River basin programs referenced are attached. l c. Identify on plans NGVD and reference to FEMA Study which your information is based on. Response: Boeing datum (NGVD datum + 100.17') and FEMA edge of floodway have been added to sheet C - 1. A copy of the FEMA panel indicating this area and the corresponding data chart are attached to this letter. 1d. Provide your professional engineer and /or Licensed Land Surveyor stamp on plans which designate this flood information. Response: Original topographic information along the Duwamish River is by Wilsey & Hamm Pacific (now W &H Pacific) gathered 10/22/90 through 10/31/90. This survey is found in the drawing set on sheet TS -1 and also on sheet C -1 as a screened background. le. Identify 2' of freeboard above the 100 -year flood line relative to top of bank and 100 -year flood elevation. Response: 2' freeboard line has been placed on sheet C -1 at elevation 110.47. The new covered walk is at all times more than 2' above the floodway. 1f. Identify mean high water mark as prescribed through the Shoreline Permit through the Planning Department for the City of Tukwila. Response: Mean high water elevation of 104.41 has been placed on sheet C - 1. 2. It is not clear whether the proposed structure is in conflict with the existing bridge (Oxbow Bridge) as shown on plan sheet C -1. Please clarify limits of construction relative to Oxbow Bridge structure on plans. Response The proposed canopy structure is at least 8' away from the existing, privately -owned North Oxbow Bridge. Response to Comments by Public Works page 2 3. Provide specific elevation of the walkway per NGVD. Response: "Boeing datum equals NGVD plus 100.17 ' has been placed on sheet C -1. Walkway elevations on sheet C -1 reflect Boeing datum. 4. Internal Storm Drainage System: Per the City's Standards, all junctions and bends to have structures (catch basins). Response: Canopy roof drains have cleanouts at each bend. Corrigated perforated subdrainage lines tie into storm drainage lines at cleanouts. All new storm drainage lines tie into existing or proposed catch basins. 5 . Identify DOH approved backflow prevention device type on plan sheet M -1. Response: All new backflow prevention devices are Febco 805Y double check valves approved by the State Department of Health. The Febco 805Y has been called out on sheet M -1 irrigation legend. February 7, 1991 L- 6210 -TLB -027 Mr. Phil Fraser Senior Engineer Department of Public Works City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 subject: Boeing Canopies, Job No. 5 -34 -01 Dear Phil, As you suggested, we talked with representatives from the Army Corps of Engineers, the City of Tukwila, and King County to assist you in making a determination that Tukwila does not need to secure an access easement for Boeing development of covered walkways along the bank of the Duwamish River. We asked each representative for their reaction to Boeing's desire to avoid granting an easement for access and maintenance of the bank to the City. Andy Levesque, of King County Surface Water management, indicated that the County has no plans now or in the future to seek out river bank /dike maintenance easements for private properties where no easement currently exists. When the site was under County jurisdiction, Boeing, like other landholders along the bank, was allowed to provide maintenance for these areas without providing an easement to the County. He went further to say that the decision rests entirely on the City of Tukwila. Noel Gilbrough, of the Army Corps of Engineers, said decidedly that the Corp has no interest in establishing easements for maintenance access along the Duwamish River bank areas. He clarified that banks, unlike dikes and levees, are not flood control structures and do not require Corp access. The project site is adjacent to a •lbankl+ environment. .UM E:MAC FAC1L111ES Page 2 Mr. Phil Fraser L- 6210 -TLB -027 5.31.1991. 6:59 The Tukwila Director of Parks and Recreation, Don Williams, does not see a need to establish an easement for recreation purposes in the area. The City does pursue access easements for the Green River Trail System which is not planned for this property, He welcomes the addition of publicly - accessible trails or walks along the banks of the Duwamish through developer initiative. Finally, Mike Kenyon, City Attorney of Tukwila, indicated that he sees no liability issues that should cause the City to pursue an easement if Boeing would indemnify the City for public access of their private property with a written letter of agreement. He said the risks for public safety are probably low, while the public benefit would be high. Boeing would like to proceed, with the approval of the Department of Public Works, in the development of the covered walkways and continue to maintain these properties as it has without the addition of a maintenance or access easement granted to the City of Tukwila. If you have any questions or require any additional information, please contact Bruce Dees, 627x7947.: Very truly yours, I I_ - r,♦ J. T. Emery L -6000 46 -89 544 -2900 P. 2 RIVER MILE 32 5 green river Basin Program 2 , - y _:,. 4 , ) tc k , , \ '1r r'''''', ,- ( LEGEND INTERSTATE HIGHWAY STATE HIGHWAY RIVER MILES FROM MOUTH STANDARD PROJECT -- - FLOOD (SPF) 10 YEAR AND 100 YEAR FLOOD 9000 CFS I. 1 509 ON PROFILE COMPUTATION S' LOCATIONS NOTES SCALE: ONE INCH = 1060 FT. • CROSS SECTION STATION 2 1 1 0 1000 a000 AERIAL PHOTO TAKEN AUGUST, 1985 CFS INDICATIONS ALONG LOWER EDGE OF GRID REFER TO 100 YEAR FLOOD VERTICAL SCALE: NATIONAL GEODETIC VERT. ICAL DATUM (NGVD) SUPPORT INFORMATION FOR 10, 100, AND STAN- DARD PROJECT FLOOD (SPF) PROFILES IS IN APPENDIX B OF PUMP OPERATIONS PRO. CEDURESPLAN. INFLOW ASSUMPTIONS ARE SHOWN IN APPEN• DIX B OF PUMP OPERATIONS PROCEDURES PLAN PROJECT SECTION Flood Elevation Profiles Green River State of Washington ` t tg I S;,gRCaR5 � .;\ .. STREET - � BURL INGION NORTHERN q\ P SEATTLE l l \`l, KING COUNTY —"t "' i \\ ..-- MON.0E 167H AVE SCRON SIAIIHERNI. ST w j L — `ter -4.044;y / I sounl - ] THISTLE ILTREEi aly �i.5� Vr { SOLID LSVLLtvANJ -STREET' CLOVERDAtE Mt STREET � - rya I = _ 'l _ STREET RENTO 1 \\� �SOU1H ppiaOVAN !.j \ � S , 4TREE1 �s — b 15Ti) I �\ L IL SOUTH H L J D \ 11 i CORPORAT L LIMITS •�4 KING COUNTY la 1'NINCONMI14MI 1)AHI AS ,•fi ; 90011 \. 1 5 ZONE X !MIT OF FLOODWAY I lil� STREET! TC.: STREET ' \ INI£RNA7,ONAL AIRP17N7 1. li jl ' ( p STRFETi II I 1 :‘ \ _l 34 3 1 1 II • f NATIONAL FLOOD INSURANCE PROGRAM I FIRM FLOOD INSURANCE RATE MAP KING COUNTY. WASHINGTON AND INCORPORATED AREAS PANEL 170 OF 650 CONTAINS COMMUNITY LIOII! 0111 OF UkNC0.0'OAA110 AW AS PANEL LOCATION NUMBER PAN11 SOF IM 570050 INN 0 510071 11110 0 MAP NUMBER 53033C0170 0 EFFECTIVE DATE: SEPTEMBER 29, 1989 Federal Emergency Management Agency I.Jrc4. To delamone II howl Inwuncc Is available. C001.1 an In■u.ae aunt or Gel the National Howl InwNnce Prnlpan. at (0U0) 670-6620. API'AIlO MAII 11.A11 IN I L E I 1.0 0 1010 T A B L E 4 1 Miles Above Mouth FEDERAL EMERGENCY MANAGEMENT AGENCY KING COUNTY, WA AND INCORPORATED AREAS FLOODWAY DATA GREEN RIVER (WITHOUT LEVEES) FLOODING SOURCE FLOODWAY BASE FLOOD WATER SURFACE ELEVATION CROSS SECTION OIS WIDTH (FEET) c on �nrr FEET) MFAN A SECOND) RFfw n10RV It°CA AY (FEET n nn n wnv NOVO) INCREASE Green River -{ 0 0 0 0 0 000 (Without Levees) A 3.90 450 B 4.38 443 M 1 M CO C X) c C 4.80 500 D 5.21 800 13,904 E 5.42 400 4 953 TSECr)QN F 5.68 260 3,626 3.3 8.5 8.5 8.5 0.0 G 5.98 290 4,571 2.6 8.7 8.7 8.7 0.0 H 6.20 400 4,679 2.6 8.8 8.8 8.8 0.0 I 6.25 200 2,726 4.4 8.8 8.8 8.8 0.0 J 7.62 213 2,432 5.3 9.9 9.9 9.9 0.0 K 8.12 250 2,668 4.8 11.4 11.4 11.4 0.0 L 8.47 290 3,555 3.6 12.3 12.3 12.3 0.0 M 8.86 190 2,464 5.2 13.0 13.0 13.0 0.0 N 8.97 186 2,363 5.4 13.3 13.3 13.3 0.0 0 9.06 165 2,051 6.2 13.5 13.5 13.5 0.0 P 9.24 188 2,883 4.4 14.2 14.2 14.2 0.0 Q 9.48 134 2,645 4.8 14.4 14.4 14.5 0.1 R 10.63 176 2,654 4.8 17.5 17.5 17.6 0.1 S 10.79 163 3,247 3.9 18.1 18.1 18.2 0.1 T 10.87 163 2,735 4.7 18.3 18.3 18.4 0.1 U 10.92 216 3,576 3.6 18.6 18.6 18.8 0.2 V 11.18 150 2,571 4.7 19.4 19.4 19.5 0.1 w 11.48 140 2,576 4.7 20.0 20.0 20.2 0.2 X 11.68 180 2,884 4.2 20.3 20.3 20.6 0.3 Y 11.83 175 2,568 4.7 20.6 20.6 21.0 0.4 T A B L E 4 1 Miles Above Mouth FEDERAL EMERGENCY MANAGEMENT AGENCY KING COUNTY, WA AND INCORPORATED AREAS FLOODWAY DATA GREEN RIVER (WITHOUT LEVEES) TECHNICAL SPECIFICATIONS FOR BOEING MILITARY AIRPLANES (BMA) CITY OF TUKWILA APPROVED JU.g ` 1'9i B ILDING r VISION D.C. NORTH COVERED WALKWAYS BMA/Developmental Center Tukwila, Washington Specification Number: 901303 Project Number: 901303 Date: 13 March 1991 Date. ...1�� Permit No FILE COPY RECEIVED CITY Or - rt; ;WIL.A APR 2 2 ii$j PERMIT CENTER I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted' code or ordinance. Receipt of contractor's copy of approve lens ac le ed. IF V DIVISION 1 SPECIAL PROVISIONS 01010 Summary of Work 01040 Coordination and Meetings 01050 Field Engineering 01060 Regulatory Requirements 01090 Reference Standards 01200 Administrative Procedures 01300 Submittals 01400 Testing Laboratory Services 01500 Construction Facilities & Temporary Controls 01570 Traffic Regulations 01600 Materials and Equipment 01630 Product Options & Substitutions 01700 Contract Closeout 01710 Cleaning 01720 Project Record Documents 01730 Operating & Maintenance Data 01740 Warranties and Bonds TABLE OF CONTENTS DC NORTH COVERED WALKWAYS DIVISION 2 02005 Environmental Protection 02050 Demolition 02101 Clearing & Grubbing 02200 Earthwork • 02283 Vegetation Control 02513 Asphalt Concrete Paving 02514 Portland Cement Concrete Paving 02528 Cast -In -Place Concrete Curbs 02580 Pavement Marking 02720 Storm Sewer System 02750 Irrigation System 02760 Site Furnishings 02800 Planting 02823 Transplanting of Existing Plant Material 02830 Chainlink Fences & Gates 12111.610 _2 03301 Architectural Concrete DIVISION 4. Not Used DIVISION 5 05500 Miscellaneous Metal 05520 Handrails DIVISION 6 Not Used DIVISION 7 07400 Preformed Roofing DIVISION 8 Not Used. DIVISIONA, 09900 Color Coating D IVISION 10,_1 1. 12. 13. 14 & 15 Not Used D IVISION 16 16000 Electrical TECHNICAL SPECIFICATIONS DC NORTH COVERED WALKWAYS APPENDIX Plan and list of layout coordinate points and coordinates. (Not included at this time.) PART 1 GENERAL 1.01 WORK INCLUDES A General construction including, but not limited to covered walkways, sidewalks, and landscape improvements. 1. Site work: Site work includes, but is not limited to demolition of existing paving and fencing, new asphalt and concrete paving, storm sewer, Irrigation, and landscape plantings. 2. Electrical: Work includes new covered walkway lighting. B. The Owner is Boeing Military Airplanes (BMA). C. Project is location at 9725 E. Marginal Way S., Tukwila, WA. D. Construct the work under a single lump sum contract, unless otherwise required. See Contract bidding documents, and other conditions and requirements of the Contract bound under separate cover. 1.0 2 RELATED SECTIONS DC NORTH COVERED WALKWAYS SPEC. NO. 901303 SECTION 01010 SUMMARY OF WORK 13 MARCH 91 A Coordinate related work and requirements specified in other parts of the Project Manual. B. Review Contract Drawings and specifications for complete descriptions. 1.03 WORK SEQUENCE A Phasing: Program work to accommodate Owner's use of surrounding premises during construction period. B. Coordination for relocation of Guard Post J -10: Coordinate with construction manager and provide temporary telephone to Boeing furnished temporary Guard House. 1.04 COOPERATION AND COORDINATION A You are responsible for coordinating and scheduling work to expedite progress of the Project. 1. Coordinate your work with Owner through the Construction manager. 2. Cooperate with Owner as required to expedite Owner - furnished work, materials, and installations. 3. Cooperate and coordinate with other separate contractors under contract with the Owner and the project. 01010 -1 DC NORTH COVERED WALKWAYS SPEC. NO. 901303 SECTION 01010 SUMMARY OF WORK 13 MARCH 91 1.05 YOUR USE OF PREMISES A. Limit use of the premises for Work, storage, and access to allow - 1. Owner occupancy. 2. Work by other contractors. B. Coordinate use of premises under direction of Construction Manager, and as permitted by- 1. Ordinances and law. 2. Permits, if required. C. Do not unreasonably encumber site with materials or equipment. D. Do not exceed design load of structure. E. Assume full responsibility for the protection and safekeeping of products under this Contract. Maintain security level required. F. Obtain and pay for the use of additional storage or work areas needed for your operations and not available at site or elsewhere on Owner's property. G Move stored products under your control interfering with operations of Owner or separate contractor, as applicable. H. Work areas and parking: Confine your operations and storage to areas as agreed to by Construction Manager. Keep work areas clean and orderly. 1.06 OWNER OCCUPANCY A Owner will occupy the neighboring buildings and site during the entire construction period for the conduct of his normal operations. Cooperate with Owner in construction operations to minimize conflict and to facilitate Owner usage. 1.07 CONTRACTOR'S RESPONSIBILITY A. Document the state of existing conditions and notify Construction Manager of any damage in the work area or access to the work area PRIOR to construction. B. Repair or replace Items damaged as a result of your operations. C. Notify Construction Manager of any observed discrepancies or problems anticipated with Contract Documents. 01010-2 C c DC NORTH COVERED WALKWAYS SPEC. NO. 901303 SECTION 01010 SUMMARY OF WORK 13 MARCH 91 D. Except as specifically noted, provide and pay for labor, materials, equipment, tools, construction equipment, machinery, and other facilities and services necessary for the proper execution and completion of the Work. E. Pay legally required taxes. F. Obtain and pay for, as necessary for proper execution and completion of the Work, (applicable at time of receipt of Bids) - 1. Permits, other than the shoreline and building permit which is obtained and paid for by Owner. 2. Government fees. 3. Licenses and other fees, as applicable. G Give required notices. H. Comply with governing codes ordinances, rules, regulations, orders, and other legal requirements of public authorities bearing on performance of Work. Promptly submit written notice to Construction Manager of any observed variance of Contract Documents from legal requirements. Assume responsibility for work known to be contrary to such requirements without notice. I. Facilitate inspections required in Section 01400 - Testing Laboratory Services, and those required by Public Authorities. J. Repair or replace, as required, items damaged as a result of your operations. K. Enforce strict discipline and good order among employees. Do not employ on Work- 1. Unfit persons. 2. Persons not skilled in assigned task. 1.08 OWNER- FURNISHED PRODUCTS, HANDLED AT SITE AND INSTALLED BY CONTRACTOR (FOIC) A. Owner's responsibilities for Boeing furnished trees: 1. Arrange and pay for delivery to site. 2. Inspect deliveries jointly with Contractor. 3. Arrange for replacement of damaged, defective, or missing Items at time of delivery and prior to acceptance by Contractor. 01010-3 e c B. Contractor's responsibility for Owner - Furnished Trees 1. Coordinate quantities and delivery times with construction manager. 2. Inspect deliveries jointly with Owner and provide written acceptance or rejection verification. 4. Upon acceptance, warranty trees according to conditions of contract documents. 1.0 9 F RE PROTECTION RULES A. Coordinate with Owner. 1.10 SUBCONTRACTOR COORDINATION A. You are responsible for coordinating and scheduling Work of your subcontractors to expedite Project progress. 1.11 OBJECTIONS TO APPLICATION OF PRODUCTS A. Contractors and subcontractors submitting bids for this Project are require to thoroughly familiarize themselves with specified products and installation procedures and submit to Construction manager and Engineer any objections (in writing) no later than 10 days prior to Bid Date. Submittal of Bid constitutes acceptance of products and procedures specified. 1.12 PROJECT RECORD DRAWINGS OF EXISTING FACILITIES A. These (are) (may be) available on site and (if so) may be consulted for general information. PART 2 - PRODUCTS Not used. PART 3 - EXECUTION Not used. DC NORTH COVERED WALKWAYS SPEC. NO. 901303 SECTION 01010 SUMMARY OF WORK 13 MARCH 91 3. Unload deliveries and store according to requirements of the technical specifications. END OF SECTION 01010- 4 PART 1 - GENERAL 1.01 SECTION INCLUDES A. Coordination. B. Preconstruction conference. C. Progress meetings. D. Preinstailation conferences. PART 2 - PRODUCTS Not used. PART 3 - EXECUTION 3.01 COORDINATION DC NORTH COVERED WALKWAYS SPEC. NO. 901303 SECTION 01040 COORDINATION AND MEETINGS 13 MARCH 1991 A. Coordinate scheduling, submittals, and Work of the various Sections of Specifications to assure proper, efficient, and orderly sequence of surface preparation and installation of interdependent construction elements, with provisions for accommodating items installed later by Owner. B. Verify that utility requirement characteristics of operating equipment are compatible with utilities. Coordinate work of various Sections having interdependent responsibilities for installing, connecting to, and placing in service, such equipment. C. Coordinate space requirements and installation of mechanical and electrical work which are indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts, and conduit, as closely as practicable; place runs parallel with line of curbs. Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs. D. In finished areas, except as otherwise indicated, conceal pipes, ducts, and wiring within the construction. Coordinate locations of fixtures and outlets with finish elements. E. Coordinate completion and clean up of Work of separate sections in preparation for Completion. F. After Owner occupancy of premises, coordinate access to site for correction of defective Work and Work not in accordance with Contract Documents, to minimize disruption of Owner's activities. 3.03 PRECONSTRUCTION CONFERENCE A. See Section 01200 - Administration Procedures. 01040 - 1 C 3.04 WEEKLY PROGRESS MEETINGS A. See Section 01200-Administration Procedures. 3.05 PREINSTALLATION CONFERENCES END OF SECTION 01040 - A. See Section 01200-Administration Procedures. DC NORTH COVERED WALKWAYS SECTION 01040 SPEC. NO. 901303 COORDINATION AND MEETINGS 13 MARCH 1991 PART 1 - GENERAL 1 .01 SECTION INCLUDES A. Work and requirements include, but are not limited to: 1. Performing general surveying services and calculations. 2. Identifying control points. 3. Setting and maintaining grades, alignment, and slope stakes necessary for construction, including the walkways, surfacing, paving, and the like. 1.02 RELATED SECTIONS DC NORTH COVERED WALKWAYS SPEC. NO. 901303 A. Coordinate related work and requirements specified in other parts of the Project Manual Including, but not limited to the following: Section 01010 - Summary of Work: Work sequence and coordination. Use of premises. Owner occupancy of surrounding site. Section 01700 - Contract Closeout 1.03 QUALM/ASSURANCE SECTION 01050 FIELD ENGINEERING 13 MARCH 1991 A. Field Engineer is required to be a Washington State registered - licensed land surveyor and be acceptable to the Construction Manager. 1.04 SUBMITTALS A. Furnish name, address, and telephone number of licensed person before starting work. B. On request, submit documentation verifying accuracy of work. C. Submit professional surveying engineer's signed certificates indicating that elevations and improvement locations conform or do not conform to Contract Document requirements. 1.05 PROJECT RECORD DOCUMENTS A. Maintain complete and accurate logs of control and survey work as it progresses. PART 2 - PRODUCTS NOT USED. 01050 -1 PART 3 - EXECUTION 3.01 INSPECTION DC NORTH COVERED WALKWAYS SPEC. NO. 901303 SECTION 01050 FIELD ENGINEERING 13 MARCH 1991 A Verify survey control point locations prior to starting work. Locate ends of capped utilities by coordinate and elevation. Promptly notify Construction Manager of discrepancies, if any are discovered. 3.0 2 SURVEY REFERENCE POINTS A. Contractor's surveyor shall establish and stake out control points for the various parts of the work for location lines and grades from the coordinates shown in the appendix. B. Reference the three existing survey control points prior to starting construction. Provide Construction Manager with a copy of survey notes. C Transfer the control points to new locations outside the area of construction with the concurrence of the Construction Manager. D. Promptly report to the Construction Manager any loss or destruction of reference points. E. At the finish of construction, replace dislocated survey control points based on original survey control. 3.03 ALLOWABLE TOLERANCES A Establish lines and elevations accurately. B. For stationing and alignment tolerances: 1. Stationing 10.1 foot. 2. Alignment 1 0.01 foot. C. For other requirements to be taken at 25 -foot intervals: 1. Slope stakes 10.1 foot 2. Subgrade blue tops set 0.05 below grade 10.01 foot 3. Surfacing red and yellow tops 10.01 foot 4. Paving pins for surfacing or paving ±.0.005 foot. END OF SECTION 01050.2 DC NORTH COVERED WALKWAYS SPEC. NO. 901303 PART 1 GENERAL 1.01 SECTION INCLUDES A Section includes: 1. Comply with Municipal, County, State, and Federal Codes and Regulations applicable to Project. 2. Obtain, and pay for required permits, except those furnished by Owner. B. Owner - furnished permits: 1. Building Permit. 2. Shoreline Development Permit 1.02 REGULATORY AUTHORITIES A General: Authorities having jurisdiction over project, or parts of project, include those listed below: 1. Tukwila, City of: 6200 Southcenter Blvd. Tukwila, WA 98188 Building Permits Permit Inspections B. Washington State 1. Dept. of Labor and Industries (DOLI) Electrical Permits and Inspections 19435 W Valley Hwy - Bldg. S -108 Kent (206) 872 -6363 Workplace Safety Inspections 300 W Harrison - Room 301 Seattle C. Other as applicable. 1.03 CODES AND REGULATIONS A. General: Codes and regulations apply as adopted and amended by Regulatory Authorities. Codes and regulations applicable to project include, but are not limited to: 1. National Electrical Code (NFPA 70). 2. Uniform Building Code (UBC). 01060.1 SECTION 01060 REGULATORY REQUIREMENTS 13 MARCH 1991 (206) 433 -1851 (206) 433 -1851 (206) 281 -5740 1.04 PUBLIC UTILITIES A Electric PART 2 - PRODUCTS NOT USED. PART 3 - EXECUTION NOT USED. DC NORTH COVERED WALKWAYS SPEC. NO. 901303 Seattle City Light 1015 Third Avenue Seattle END OF SECTION 01060-2 SECTION 01060 REGULATORY REQUIREMENTS 13 MARCH 1991 (206) 625 -3000 PART 1 - GENERAL 1.01 INCORPORATING STANDARDS DC NORTH COVERED WALKWAYS SECTION 01090 SPEC. NO. 901303 REFERENCED STANDARDS 13 MARCH 1991 A. Published industry standards are referenced throughout the specification to establish quality requirements for materials and workmanship. To the extent standards are incorporated by reference, they are as binding as if fully repeated. B. Referenced standards are listed in each section by: Publishing body name and acronym, abbreviated designation, issue date, amendment date, and title. Follow edition of date specified, including amendments, or submit substitution request in accordance with Section 01630. If no edition date is specified, follow latest edition in effect at invitation for Bids date. 1.0 2 QUALITY ASSURANCE A. Installer qualifications: Where standard methods and practices for installation and application are specified by Referenced Standards, employ workmen who can meet performance criteria of those standards. B. Copies on site: When specified, provide one copy of Reference Standards for on -site reference and make it available to concerned parties upon request. C. Before bidding, copies of Referenced Standards will be available through the Construction Manager at the Engineer's office for viewing by prospective bidders. PART 2 - PRODUCTS 2.01 MATERIALS A Plainly mark materials specified by Referenced Standard to identify standard, grade, and other criteria specified. Where marking of individual pieces is impracticable, as in materials furnished in bulk form, furnish certificate of compliance upon request. PART 3 - EXECUIICN NOT USED. 1. General reference: In addition to above, provide one set of ASTM STANDARDS in BUILDING CODES, 3 volumes. END OF SECTION 01090.1 DC NORTH COVERED WALKWAYS SPEC. NO. 901303 Section 01500 - Construction Facilities and Temporary Controls Section 01720 - Project Record Documents PART 2 - PRODUCTS Not used. PART 3 - EXECUTION 3.01 PRECONSTRUCTION CONFERENCE MEETINGS SECTION 01200 ADMINISTRATIVE PROCEDURES 13 MARCH 1991 PART 1 - GENERAL 1.01 SECTION INCLUDES Preconstruction conference meetings and weekly progress meetings. 1.0 2 RELATED SECTIONS A Coordinate related requirements specified in other parts of the Project Manual, including, but not limited to the following: A Owner will schedule and conduct a meeting prior to start of construction. This meeting is to review Contract Administration requirements, and prepare the way for commencement of the Work. 1. Agenda: Owner will discuss pertinent detail information paralleling Project Manual requirements such as: a. The work b. Work sequence, phasing, and occupancy c. Your use of the premise d. Special project procedures e. Procedures and processing 1 ) Field decisions 2) Proposal requests 3) Submittals 4) Change orders 5) Application for payment f. Record documents g. Construction facilities, controls, and construction aids h. Temporary utilities i . Security procedures J . Safety and first -aid procedures k. Housekeeping procedures 1. Other 2. Contractor is required to present and distribute Information indicating: a List of major subcontractors and suppliers. b. Tentative progress schedule. 01200 - 1 DC NORTH COVERED WALKWAYS SECTION 01200 ADMINISTRATIVE PROCEDURES 13 MARCH 1991 SPEC. NO. 901303 3.02 WEEKLY PROGRESS MEETINGS A Meeting locations: BECE site office, 9 -0005 Building. B. Attendance is required of the: 1. Contractor. 2. Subcontractors, as appropriate to agenda. 3. Suppliers, as appropriate to agenda. 4. Owner and his professional consultants, as needed. 5. Others, as appropriate. 3.03 PREINSTALATION CONFERENCES A. When required in individual specification Section, convene a preinstallation conference at work site prior to commencing work of this Section. B. Require attendance of parties directly affecting, or affected by, work of the specific Section. C. Notify Construction Manager seven (7) days in advance of meeting date. D. Review conditions of installation preparation procedures, and coordination with related work. END OF SECTION PART 1 - GENERAL 1.01 SECTION INCLUDES A. Submittal procedures. B. Construction progress schedules. C. Proposed subcontractor list. D. Shop drawings. E. Product data. F. Samples. G Manufacturer's instructions. H. Manufacturer's certificates. 1 .0 2 RELATED SECTIONS DC NORTH COVERED WALKWAYS SPEC. NO. 901303 01300 - 1 SECTION 01300 SUBMITTALS 13 MARCH 1991 A. Section 01400 - Testing Laboratory Services: Field services and reports. B. Section 01700 - Contract Closeout: Contract warranty and manufacturer's certificates closeout submittals. C. Section 01720 - Project Record Documents. 1.0 3 SUBMITTAL PROCEDURES A. Transmit each submittal with a cover letter to the Construction Manager. B. Identify Project, Contractor, Subcontractor, and /or Supplier; pertinent Drawing sheet and detail number(s), and specification Section number, as appropriate. C. Apply Contractor's stamp, signed or initialled certifying that review, verification of Product required, field dimensions, adjacent construction work, and coordination of information, is in accordance with the requirements of the work and Contract Documents. This shall be done prior to submitting to Construction Manager. D. Schedule submittals to expedite the Project, and deliver to Construction Manager. Coordinate submission of related items. E. Identify variations from Contract Documents and Product or system limitation which may be detrimental to successful performance of the completed work. F. Provide space for Contractor and Architect/Engineer review stamps. G Revise and resubmit submittals as required, identify all changes made since previous submittal. H. Distribute copies of reviewed submittals to concerned parties. Instruct parties to promptly report any inability to comply with provisions. DC NORTH COVERED WALKWAYS SPEC. NO. 901303 SECTION 01300 SUBMITTALS 13 MARCH 1991 I. Submit items requiring color approval within 30 days of contract award. Colors will be reviewed after all color submittals are received by the Architect. 1.04 CONSTRUCTiON PROGRESS SCHEDULES A. Submit for Architect/Engineer information, initial progress schedule in duplicate within 15 days after date of Owner - Contractor Agreement. B. Revise and resubmit as required. C. Submit revised schedules every two months with Application for Payment, identifying changes since previous version. D. Submit a time scaled CPM precedence diagram with separate line for each section of Work, identifying first work day of each week. E. Show complete sequence of construction by activity, identifying Work of separate stages and other logically- grouped activities. Indicate the early and late start, early and late finish, float dates, and duration. F. Indicate estimated percentage of completion for each item of Work at each submission. O Indicate submittal dates required for shop drawings, product data, samples, and product delivery dates, including those furnished by Owner and under Allowances. H. If the Contractor submits a schedule which indicates a construction completion date prior to the advertised contract completion date, it is understood that the Owner shall not be obligated for any costs associated with any extensions of the contractor's schedule which Is still within the stipulated contract completion period. No contract time extension shall be granted until the contractor demonstrates that the Critical Path is directly impacted, and the construction completion date must be extended past the stipulated contract completion date. 1.05 PROPOSED SUBCONTRACTORS UST A. Within 15 days after date of Owner - Contractor Agreement, submit complete list of subcontractors with addresses and telephone numbers. 1 .0 6 SHOP DRAWINGS A. Submit in the form of one (1) reproducible transparency and one opaque reproduction. B. After review, reproduce and distribute in accordance with Article on Procedures above and for Record Documents described in Section 01700 - Contract Closeout. 01300 - 2 DC NORTH COVERED WALKWAYS SECTION 01300 SPEC. NO. 901303 SUBMITTALS 13 MARCH 1991 1.0 7 PRODUCT DATA A. Submit the number of copies which the Contractor requires, plus three (3) copies which will be retained by the Architect/Engineer. B. Mark each copy to identify applicable products, models, options, and other data. Supplement manufacturers' standard data to provide information unique to this Project. C. After review, distribute in accordance with Article on Procedures above and provide copies for Record Documents described in Section 01700 - Contract Closeout. 1.08 SAMPLES A. Submit samples to illustrate functional and aesthetic characteristics of the Product, with integral parts and attachment devices. Coordinate sample submittals for interfacing work. B. Submit samples of finishes from the full range of manufacturers''standard colors and custom colors selected, textures, and patterns for Architect's selection. C. Include identification on each sample, with full Project information. D. Submit the number or samples specified in individual specification Sections; one of which will be retained by Architect. E. Reviewed samples which may be used in the Work are indicated in individual specification Sections. 1.09 MANUFACTURER'S INSTRUCTIONS A. When specified In individual specification Sections, submit manufacturers' printed Instructions for delivery, storage, assembly, Installation, start-up, adjusting, and finishing, in quantities specified for Product Data. B. Identify conflicts between manufacturer's Instructions and Contract Documents. 1.10 MANUFACTURER'S CERTIFICATES A. When specified in individual specification Sections, submit manufacturer's certificate to Architect for review, in quantities specified for Product Data. B. Indicate material or Product conforms to or exceeds specified requirements. Submit supporting reference date, affidavits, and certifications as appropriate. C. Certificates may be recent or previous test results on material or Product, but must be acceptable to Architect/Engineer. 01300 - 3 PART 2 - PRODUCTS Not used. PART 3 - EXECUTION Not used. DC NORTH COVERED WALKWAYS SECTION 01300 SPEC. NO. 901303 SUBMITTALS 13 MARCH 1991 END OF SECTION PART 1 - GENERAL DC NORTH SITE IMPROVEMENTS SPEC. NO. 901303 SECTION 01400 TESTING LABORATORY SERVICES 13 MARCH 1991 1.01 SECTION INCLUDES A. General requirements for Source and Field Quality Control. 1.02 RELATED SECTIONS A Applicable sections: Detailed requirements for Source and Field Quality Control. 1.03 OWNER FURNISHED INSPECTION AND TESTING A. Required under Chapter 3, UBC. B. Other inspection and testing wherever required under Source and Field Quality Control in various sections. C. Discretionary testing ordered by Construction Manager. 1.04 CONTRACTOR PAYMENT FOR INSPECTION AND TESTING A Contractor may be backcharged and payment may be withheld according to General Conditions for: 1. Testing of repaired work and testing new work replacing rejected work. 2. Costs for time, travel, and related expense if work is not ready to be tested or inspected at time requested by Contractor. 1.05 SUBMITTALS A Schedule of anticipated test dates. B. Notice of specific inspection dates, minimum 48 hours in advance of inspection. 1.06 DUTIES OF SOILS ENGINEER AND LABORATORY A Obtain and handle test samples at Project Site and at product source. B. Report noncompliance with specifications and Drawings: Immediately notify Construction Manager and Contractor. 1.07 LIMITATIONS OF AUTHORITY OF SOILS ENGINEER OR TESTING LABORATORY A Laboratory is not authorized to: 01400 -1 DC NORTH SITE IMPROVEMENTS SPEC. NO. 901303 2. Approve or accept any portion of the work. 3. Perform duties of Contractor. 4. Stop the work. 1.08 SCHEDULE 3.03 CONTRACTOR RESPONSIBILITIES 01400-2 SECTION 01400 TESTING LABORATORY SERVICES 13 MARCH 1991 1. Release, revoke, alter, or enlarge on requirements of Contract Documents. A. Schedule, as far in advance as practicable, anticipated tests and inspections. Include major testing and inspection in Construction Schedule allowing adequate time for test/inspection, evaluation, and approval. B. Notice: Where inspection is required at a specific date, 2 -day notice is required, schedule not withstanding. Telephone notice is acceptable. PART 2 - PRODUCTS NOT USED. PART 3 - EXECUT1ON 3.01 SPECIFIED QUALITY CONTROL A. Detailed requirements are specified in applicable sections. 3.02 DISCRETIONARY QUALITY CONTROL A. Construction Manager may order additional tests and inspections at any time. A. Deliver to laboratory at designated location, adequate samples of materials proposed to be used which require testing, along with specified mix designs. B. Cooperate with laboratory personnel, and provide access to the Work and to manufacturer's facilities. Q Provide incidental labor and facilities to provide access to work to be tested, to obtain and handle samples at the site'or at source of Products to be tested, to facilitate tests and inspections, storage and curing of test samples. DC NORTH SITE IMPROVEMENTS SPEC. NO. 901303 3.04 RETESTING REJECTED WORK A. Contractor may request retesting if work is rejected based on initial testing. 1. If second test is also negative, work will be rejected. 2. If second test is positive, Construction Manger may elect to accept work, or 3. Order third test. If third test is positive, that portion of the work may be accepted; if negative, rejected. 4. Cost of retesting will be charged to contractor if work is rejected. 3.05 SCHEDULE OF TESTING AND INSPECTION A The following schedule lists quality control required, by section. This schedule Is provided for convenience of Owner, testing agency, and Contractor. Quality control will be according to specifications whether or not listed below: Section Ilk DIVISION 2 - SITEWORK 02005 ENVIRONMENTAL PROTECTION 02050 DEMOLITION 02101 CLEARING & GRUBBING 02200 EARTHWORK 02513 ASPHALTIC CONCRETE PAVING 02514 PORTLAND CEMENT CONCRETE PAVING 02528 CAST -IN -PLACE CONCRETE CURBS 02720 STORM SEWER SYSTEM 02750 IRRIGATION SYSTEM 02800 PLANTING DIVISION 3 - CONCRETE 03001 ARCHITECTURAL CONCRETE DIVISION 5 - METALS 05500 MISCELLANEOUS METALS DIVISION 7 - THERMAL AND MOISTURE PROTECTION(, 07400 PREFORMED ROOFING VISION 1 - E LECTRICAL 01600 ELECTRICAL END OF SECTION 01400 -3 SECTION 01400 TESTING LABORATORY SERVICES 13 MARCH 1991 Source QC Field QQ * * * * * * PART 1 - GENERAL 1.01 SECTION INCLUDES 1.0 2 RELATED SECTIONS DC NORTH COVERED WALKWAYS SECTION 01500 SPEC. NO. 901303 CONSTRUCTION FACILITIES & TEMPORARY CONTROLS 13 MARCH 1991 A Requirements for the Project construction include, but are not limited to provisions for: 1. Electricity, lighting. 2. Water. 3. Barriers. 4. Enclosures. 5. Protection of installed work. 6. Security. 7. Cleaning during construction. 8. Field offices and sheds. 9. Scaffolding, staging, and cranes. 10. Temporary fire protection. 11.Other necessary facilities and controls, as required. B. Note the construction phasing plan on the Cover Sheet G -1. Coordinate with the Construction Manager for barricading and traffic control for each phase of work. A Coordinate related requirements specified in other parts of the Project Manual, including, but not limited to the following: Section 01010 - Summary of Work: Work sequence, Contractor's use of premises. Section 01710 - Cleaning Section 01570 - Traffic Regulation 1.0 3 SECURITY A. Provide security program and facilities to protect the Work, existing facilities, and Owner's operations from unauthorized entry, vandalism, and theft. Coordinate with Owner's security programs. 1.0 4 FENCING AND BARRIERS A Provide as required to: 1. Prevent unauthorized entry to construction site. 2. Protect and maintain Owner's use of site. 3. Protect existing facilities and adjacent properties from damage. B. Provide barriers during excavating, overhead work, material movement, and wherever and whenever necessary to protect persons. 01500 - 1 C, Provide orange temporary plastic safety fencing to separate pedestrians from traffic and temporary chain Zink fence to keep unauthorized personnel from construction area. Provide barricade with flashing lights as required. * *Provide orange safety cones as required, 1.0 5 ELECTRICITY, LIGHTING DC NORTH COVERED WALKWAYS SPEC. NO. 901303 SECTION 01500 CONSTRUCTION FACILITIES & TEMPORARY CONTROLS 13 MARCH 1991 A Connect to existing service; provide branch wiring and distribution boxes. Locate to allow service and lighting by means of construction -type power cords. OWNER WILL PAY COSTS of energy used. Take measures to conserve energy. 1. Provide lighting for construction operations. a Existing and permanent lighting may be used during construction. 2. Maintain lighting and make routine repairs. 1.0 6 HEAT, VENTILATION Not applicable. 1.0 7 WATER A Connect to existing facilities; extend branch piping with outlets located so that water is available by use of hoses. OWNER WILL PAY COSTS for water used. 1.0 8 SANITARY FACILITIES A. Provide and maintain required facilities and enclosures. 1.0 9 FIELD OFFICES AND SHEDS A Provide as follows: 1. Office: Construct to be weathertight. Include lighting, electrical outlets, heating, and ventilating equipment, and other necessary amenities. Equip with essential furniture. 2. Storage sheds for tools, materials, and equipment: Construct to be weathertight. Include heating and ventilating for products requiring controlled conditions. Provide adequate space for organized storage and access. Furnish lighting for inspection of stored materials. 1.10 TELEPHONE SERVICE A. Provide telephone service to field office. 01500 - 2 DC NORTH COVERED WALKWAYS SECTION 01600 CONSTRUCTION FACIUTIES & TEMPORARY CONTROLS 13 MARCH 1991 SPEC. NO. 901303 1.11 PROTECTION OF INSTALLED WORK A. Provide temporary protection for installed products. Control traffic in immediate area to prevent damage. B. Provide protective coverings at walls, projections, jambs, sills, and soffits of. openings. Protect finished floors and stairs from traffic, movement of heavy objects and storage. C. Prohibit unauthorized traffic and storage on roofed surfaces and other Protect areas. 1.12 CLEANING DURING CONSTRUCTION A Control accumulations of rubbish and excess and waste materials by periodic removal offsite for legal disposal. Do not burn or bury materials on site. Do not discharge harmful and dangerous materials on site. B. Clean and keep interior areas free of dust and other contaminants before and during finish work. 1.13 REMOVALS A Remove temporary materials, equipment, services, and construction before Substantial Completion inspection. Restore existing facilities used during construction to original condition. END OF SECTION PART 1 - GENERAL 1.01 SECTION INCLUDES A. Work and requirements include but are not limited to following: 1. Providing personnel and equipment for traffic control inside the plant area; operating and maintaining equipment; providing required services; assure safe pedestrian traffic; furnishing traffic control and protective devices required to expedite vehicular traffic flow on access roads, haul routes, at site entrances, and parking areas. 2. Providing flares and lights during periods of low visibility. 3. Preventing mud from impacting thoroughfares and highways. 4. Minimizing interference with normal public traffic. 5. Maintaining fire hydrants and water control valves free from obstruction. 6. Removing temporary equipment and facilities when no longer required. Restoring grounds to original, or to specified conditions. Repairing or replacing existing paving damaged during work of this Contract. 1.02 RELATED SECTIONS A. Coordinate related requirements specified in other parts of the Project Manual, including but not limited to following: Section 01010 - Summary of Work: Owner's surrounding site occupancy. Section 01500 - Construction Facilities and Temporary Controls PART 2 - PRODUCTS AND PERSONNEL 2.01 TRAFFIC SIGNALS, SIGNS, AND DEVICES DC NORTH COVERED WALKWAYS SECTION 01570 SPEC. NO. 901303 TRAFFIC REGULATION 13 MARCH 1991 A. Control flow of safe traffic on site and other areas affected by your operations. Conform to requirements of governing authorities. Include: 1. Signs and directional signals. 2. Traffic cones and drums. 3. Flares, lights and the like. B. Install and operate devices on -site and at site approaches, crossroads, detours, parking areas, and elsewhere as needed to direct construction and affected public traffic. C. As the work progresses, relocate installations and service performances as required to maintain effective traffic control. 01570 - 1 DC NORTH COVERED WALKWAYS SECTION 01570 SPEC. NO. 901303 TRAFFIC REGULATION 13 MARCH 1991 2.02 FLAGMEN A Provide trained and suitable- equipped flagmen to serve as directed and when construction operations and traffic encroach on public traffic lanes. PART 3 - EXECUTION 3.01 CONSTRUCTION TRAFFIC AND PARKING CONTROL A. Control vehicular traffic and parking. Prevent interference with public traffic and parking and Owner's operations. B. Monitor parking of construction personnel's vehicles. Maintain vehicular access to and through parking areas. C. Prevent parking on or adjacent to access roads and other prohibited areas. 3.02 FLARESANDLIGHTS A. Use flares and lights to delineate traffic lanes and guide traffic during times of low visibility. 3.03 HAUL ROUTES A. Confine construction traffic to designated haul routes. Coordinate with Construction Manager. B. Provide traffic control at critical areas of haul routes. Regulate traffic. Minimize interference with public traffic. 3.04 REMOVAL A Remove equipment and devices when no longer required. Repair damage caused by installations. Remove post settings to a depth of 2 feet. END OF SECTION 01570 - 2 PART 1 - GENERAL 1.01 SECTION INCLUDES DC NORTH COVERED WALKWAYS SECTION 01600 SPEC. NO. 901303 MATERIAL AND EQUIPMENT 13 MARCH 1991 A. Products, materials, and equipment including transporting, handling, storing, protecting, and incorporating them into the work. 1. Conform to applicable specifications and standards. 2. Comply with size, make, type, and quality specified, or as specifically approved in writing by Construction Manager. 3. Manufactured and fabricated products: a. Design, fabricate, and assemble in accordance with First -class workmanship. b. Manufacture like parts of duplicate units to standard sizes and gages and to be interchangeable. 1 ) Two or more items of same kind are required to be identical and fabricated by same manufacturer (whether furnished under one section or more). c. Provide products suitable for service conditions. d. Adhere to indicated equipment capacities, sizes, and dimensions unless variations are specifically approved in writing. 4. Do not use materials and equipment for other than designed or specified purposes and uses. B. Long -lead -time items: 1. Provide copies of purchase orders to the Construction Manager with reasonable promptness after receipt of Notice to Proceed. Forward copies of acknowledgement, production, and shipping schedule to construction Manager as you receive them. 1.0 2 RELATED SECTIONS A Coordinate related requirements specified in other parts of the Project Manual, including but not limited to the following: Conditions of the Contract, bound under separate cover. Section 01300 - Submittals Section 01630 - Product Options and Substitutions 1.03 MANUFACTURER'S INSTRUCTIONS A. When Contract Documents require installation of work to comply with manufacturer's printed instruction, obtain and distribute Instructions to concerned entities. Include for Owner, Construction Manager /Engineer, and field office. Submit before starting the work. 01600 - 1 DC NORTH COVERED WALKWAYS SPEC. NO. 901303 SECTION 01600 MATERIAL AND EQUIPMENT 13 MARCH 1991 1. Unti1 project is complete, maintain at Job site one set of complete installation and maintenance instructions for materials and equipment. B. Handle, install, connect, clean, condition, and adjust products in accordance with manufacturer's recommendations, directions, and specified requirements. 1. Should job conditions or specified requirements conflict with manufacturer's instructions, consult with Construction Manager for further instructions. 2. Do not proceed with work without clear instructions. C. Perform work in accordance with manufacturer's instructions. Do not omit any preparatory step or installation procedure unless: 1. Verified with and accepted by Construction Manager. 2. Specifically modified or exempted by Contract Documents. 1.04 TRANSPORTATION AND HANDLNG A. Arrange deliveries of products in accordance with progress schedule, specified in Section 01310. Coordinate to avoid conflict with work and site conditions. 1. Deliver products In undamaged condition, in manufacturer's original containers or packaging, and with Identifying labels intact and legible. 2. Inspect shipments immediately on delivery. a. Ensure compliance with requirements of Contract Documents and approved submittals. b. Ensure that products are properly protected and undamaged. B. Provide required equipment and personnel needed to handle and store products. Use methods preventing soiling, disfiguring, and other damage. 1.05 STORAGE AND PROTECTION A. Consult with Construction Manager and Owner to determine acceptable storage locations. 1. Store and protect Products in accordance with manufacturer's instructions; seals and labels intact and legible. Store sensitive Products in weather - tight, climate- controlled enclosures. B. For exterior storage of fabricated products, place on sloped supports, above ground. C. Provide off-site storage and protection when site does not permit on -site storage or protection. 01600 - 2 DC NORTH COVERED WALKWAYS SECTION 01600 SPEC. NO. 901303 MATERIAL AND EQUIPMENT 13 MARCH 1991 D. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to avoid condensation. E. Store loose granular materials on solid flat surfaces in a well- drained area. Prevent mixing with foreign matter. F. Arrange storage to provide easy access for periodic inspection. Ensure that products are: 1. Maintained under specified conditions. 2. Kept free from damage or deterioration. G Protect products after installation (see more detailed requirements in individual specification sections) until acceptance by Owner. 1. Protect against traffic damage, subsequent construction operations, and similar conditions. Provide substantial covering such as boarding, building paper, polyethylene sheeting. 2. Maintain protection until Owner's acceptance. Remove coverings when no longer needed. 3. Suitably repair or replace damages as required for acceptance. END OF SECTION 01600 - PART 1 - GENERAL 1.01 SECTION INCLUDES A. Furnishing and installing products specified under options and conditions for substitutions. 1.0 2 RELATED SECTIONS A. Coordinate related requirements specified in other parts of the Project Manual, including, but not limited to the following: Section 01010 - Summary of Work Section 01600 - Material and Equipment 1.03 SUBMITTALS DC NORTH COVERED WALKWAYS SECTION 01630 SPEC. NO. 901303 PRODUCT OPTIONS & SUBSTITUTIONS 13 MARCH 1991 A. Within 30 days after Contract award, submit duplicate written substitution request to Construction Manager. Use form following this section. 1. Where specified only by reference standards: Select any product meeting standards by any manufacturer. 2. Where specified by naming several products or manufacturers: Select any product and manufacturer named. Other products and manufacturers will not be considered. 3. Where specified by naming one or more products, but indicating "or approved" after specified listing: Specified product is preferred and quality standard. Submit request for another product on attached form. 4. Where specified by naming only one product and manufacturer: There is no option, and no substitutions will be allowed, except under certain conditions specified for EXCEPTIONS. B. In making request for substitution, Contractor represents: 1. I have personally investigated proposed product and, in my opinion, superior in all respects to that specified. 2. I have coordinated installation of accepted substitution and guarantee in all respects. 01630 - 1 it is equal or to complete it a I have outlined any changes required in accordance with form. 3. I will provide the same guarantee for substitution as for specified product. 4. I waive claims for additional costs related to substitution which consequently become apparent. DC NORTH COVERED WALKWAYS SECTION 01630 SPEC. NO. 901303 PRODUCT OPTIONS & SUBSTITUTIONS 13 MARCH 1991 5. My cost data is complete and includes related costs under the Contract, but excludes costs under separate contracts. (See impact on my attached form.) C. Substitutions will NOT be considered if: 1. They are indicated or implied on Shop Drawings or other Project data submittals (given proper notice shown on attached form). 2. Acceptance will require substantial revisions of Contract Documents. 1.04 EXCEPTIONS A. After Contract date, Owner may, at his option, consider certain other substitutions submitted in accordance with requirements of this section. Indicate one or more of the following reasons for the request: 1. Substitution is required for compliance with final code interpretation requirements, or Insurance regulations. 2. Specified product is unavailable through no fault of Contractor or subcontractor. 3. Subsequent Information discloses specified product unable to perform properly or fit designated space. 4. Manufacturer or fabricator refuses to certify or guarantee performance of specified product. 5. Substitution save substantial cost, time or other considerations. (Show accurate cost comparison with product or method specified.) NOTE: SUBSTITUTION REQUEST FORM FOLLOWS. 01630 - 2 TO: BRUCE DEES & ASSOCIATES 222 East 26th Street, Suite 202 Tacoma, Washington 98421 DC NORTH COVERED WALKWAYS SECTION 01630 SPEC. NO. 901303 PRODUCT OPTIONS & SUBSTITUTIONS 13 MARCH 1991 PROJECT NAME: DC NORTH SITE IMPROVEMENTS PHASE 2 CONTRACTOR: We hereby submit for consideration the following product instead of specified item for above project: Section Paragraph SUBSTITUTION REQUEST FORM Specified iterrl Proposed Substitution: Attach complete dimensional information and technical data specified In Section 01300, including laboratory tests, if applicable. Include complete information for proposed substitution. Indicate data and details required for proper installation (drawings and specifications). Furnish samples and data necessary to substantiate claim of equal quality, performance, and appearance to that specified. Clearly mark manufacturer's literature to establish equality. Fill in blanks below: A Does the substitution affect dimensions shown on Drawings? Yes No If yes, cleariy indicate changes. B. Will the undersigned pay for changes to the design, including engineering and detailing costs caused by the request substitution? Yes No Comment: C. Will the undersigned pay for additional costs related to substitution which consequently become apparent? Yes No D. What effect does substitution have on other trades, other Contracts, and Contract completion date? 01630 - 3 E What effect does substitution have an applicable code requirements? F. Differences between proposed substitution and specified item? G Manufacturer's guarantees of the proposed and specified items are: Same Different (Explain): H. List of names and addresses of three similar projects on which product was used, date of installation, and Engineer's/Architect's name and address: SIGNATURE FIRM ADDRESS DC NORTH COVERED WALKWAYS SECTION 01630 PRODUCT OPTIONS & SUBSTITUTIONS 13 MARCH 1991 SPEC. NO. 901303 I. Will savings be passed along to Owner? Submit statement showing accounting of changes to the Contract sum. J. Cost Impact: UNDERSIGNED ATTEST FUNCTION AND QUALITY EQUIVALENT OR SUPERIOR TO SPECIFIED ITEM. SUBMITTED BY: TELEPHONE FOR USE BY ENGINEER: TITLE DATE SIGNATURE MUST BE BY PERSON HAVING AUTHORITY TO LEGALLY BIND HIS FIRM TO THE ABOVE TERMS. ACCEPTED ACCEPTED AS NOTED NOT ACCEPTED r . RECEIVED TOO LATE END OF FORM 01630 - 4 BY: DATE: REMARKS: PART 1 - GENERAL 1.01 SECTION INCLUDES A. Complying with requirements stated in Conditions of the Contract and specifications for administrative procedures in closing out the work. 1.02 RELATED SECTIONS A Coordinate related work and requirements specified in other parts of the Project Manual, including but not limited to the following: 1. Fiscal provisions, legal submittals, and additional administrative requirements: See Contract Requirements. Section 01710 - Cleaning Section 07120 - Project Record Documents Section 01730 - Operating and Maintenance Data Section 01740 - Warranties 2. Closeout submittals required of trades. See respective specification sections. 1.03 PREREQUISITES TO COMPLETION DC NORTH COVERED WALKWAYS SECTION 01700 SPEC. NO. 901303 CONTRACT CLOSEOUT 13 MARCH 1991 A. General: Before requesting Construction Manager's inspection for certification of completion (for either entire work or portions thereof), complete the following items (list known exceptions in request): 1. In progress payment request either show 100% completion for completed work, or list incomplete items, give value of incompletion, and reasons for incompleteness. 2. Include supporting documentation for completion, as indicated in these Contract Documents. 3. Submit statement showing accounting of changes to the Contract Sum. 4. Advise Owner of pending insurance changeover requirements. 5. Submit specific warranties, workmanship, maintenance bonds, maintenance agreements, final certifications, and similar documents. 6. Obtain and submit releases enabling Owner's full and unrestricted use of the work and access to services and utilities. Include (where required) occupancy permits, operating certificates, and similar releases. 7. Deliver tools, spare parts, extra stocks of materials, and similar physical items to Owner. 01700 - 1 1.04 PREREQUISITES TO FINAL ACCEPTANCE 1.05 FINAL ACCEPTANCE DC NORTH cOVERED WALKWAYS SECTION 01700 SPEC. NO. 901303 CONTRACT CLOSEOUT 13 MARCH 1991 B. Inspection procedures: Upon receipt of your request, Construction Manager will either proceed with inspection or advise you of unfulfilled prerequisites. Following initial inspection, Construction Manager will either prepare Certificate of Early Possession or Substantial Completion, or advise you of work to be performed before issuance of certificate. When requested, inspection will be repeated under assurances that the work is completed to the extend claimed. Results of completed inspection will form initial punch list for final acceptance. A. Before requesting Construction Manager's final inspection leading to final certification, acceptance, and payment, submit the following (list known exceptions in request): 1. Final payment request. Include final releases and supporting documentation not previously submitted and accepted. Include certificates of insurance for products and completed operations where required. Include consent of surety. 2. Updated final statement. Account for additional (final) changes to Contract Sum. 3. Certified copy of Construction Manager's final punch list of itemized work to be completed or corrected. State that each item has been completed or otherwise resolved for acceptance, endorsed, and dated by Construction Manager. 4. Final meter readings for utilities. Furnish measured record of stored fuel and similar data when either: a. Early Possession or Substantial Completion occurs. b. Owner takes possession of and responsibility for entire Work. B. Reinspection procedures: 1. Construction Manager will reinspect Work upon receipt of Contractor's notice that Work has been completed. Include with notice: a. Punch list of Items resulting from earlier inspections. b. List of incomplete items delayed because of unacceptable circumstances. 2. Construction Manager reinspects Work. Upon completion of that, Construction Manager will either: a Prepare certificate of final acceptance. b. Advise Contractor of work not completed or obligations not fulfilled. A Submit concluding closeout submittals when Construction Manager finds the work acceptable under the Contract. END OF SECTION 01700 - 2 PART 1 - GENERAL 1.01 SECTION INCLUDES A. Work and requirements include but are not limited to the following: 1. Employing skilled workers for final cleaning. 2. Complying with governing codes, ordinances, regulations, antipollution laws, and the like. 3. Conducting cleaning and disposal operations as specified. 1.0 2 RELATED SECTIONS 1.03 CLEANING SYSTEM DESCRIPTION DC NORTH COVERED WALKWAYS SECTION 01710 SPEC. NO. 901303 CLEANING 13 MARCH 1991 A. Coordinate related work and requirements specified in other parts of the Protect Manual, including but not limited to the following: 1. Separate cover: Conditions of the Contract - General cleaning during progress of the work. 2. Specifications: Individual specification section for specific product or work cleaning. A Cleaning as specified for maintenance program in accordance with excellent housekeeping practices, Including: 1. Cleaning prior to start of special coatings and painting, specified in Division 9. 2. Continued cleaning on as- needed basis until final acceptance. 1.04 QUALITY ASSURANCE A Special requirements of regulatory agencies current as of Project Manual date: 1. See referenced codes, ordinances, and the like, cited in Section 01060. PART 2- PRODUCTS 2.01 CLEANING MATERIALS A Do not use materials damaging to surfaces. B. Do not use materials creating hazards to health or property. O Use only materials and methods recommended by manufacturer of surface material to be cleaned. 01710 - 1 2.0 2 CONTAINERS A Provide on site containers for collecting and promptly removing waste materials, debris, rubbish and the like. Haul off -site for legal disposal. PART 3 - EXECUTION 3.01 EXAMINATION A Verify installation conditions as satisfactory to receive work of this section. Do not install until unsatisfactory conditions are corrected. Beginning work constitutes your acceptance of conditions as satisfactory. 3.0 2 PREPARATION AND CONTROLS 3.03 PERFORMANCE DC NORTH COVERED WALKWAYS SECTION 01710 SPEC. NO. 901303 CLEANING 13 MARCH 1991 A. Protection: Protect surrounding areas and surfaces to prevent damage from work of this section. B. Dust control: Schedule operations so that dust and other contaminants resulting from cleaning process will not fall on wet and newly- coated surfaces. A. Perform the work as specified and in accordance with Quality assurance provisions and manufacturer's instructions. Where these conflict, the more stringent requirements govern. 1. Comply with safety standards and referenced governing regulations. Do not burn waste materials on the site. Do not bury debris or excess materials on Owner's property. Do not discharge volatile or other harmful and dangerous materials on site or into drainage systems. See Section 01500. B. Clean each surface and work until to normal clean condition. 1. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, nonpermanent labels, and other foreign materials from visible Interior and exterior surface and corners. 2. Restore reflective surfaces to original reflective conditions. 3. Except as otherwise indicated, avoid disturbing natural surface exterior weathering. C. Limited access spaces: 1. Remove debris and surface dust. This include trenches, utllidors, equipment vaults, manholes, and the like, as applicable. D. Light fixtures and lamps: Clean so as to function with full efficiency. 01710 - 2 DC NORTH COVERED WALKWAYS SECTION 01710 SPEC. NO. 901303 CLEANING 13 MARCH 1991 E. Ventilating system, as applicable: 1. Clean permanent filters. If units were operated during construction, replace disposable filters. 2. If units were operated without filters during construction, clean ducts, blowers, and coils. F. Project site (yards and grounds) including landscape areas: 1. Remove litter and foreign substance. Sweep paved areas to broom -clean conditions. Remove stains, petrochemical spills, and other foreign deposits. Rake grounds, neither planted nor paved, to a smooth, even - textured surface. O Removal of protection: Except as otherwise indicated or requested by Construction Manager, remove temporary protection devices and facilities installed during course of the work. 3.04 INSPECTION A. Prior to Final Acceptance, or Owner occupancy, inspect exposed surfaces, verify entire work clean. END OF SECTION 0171 0 - 3 DC NORTH COVERED WALKWAYS SECTION 01720 SPEC. NO. 901303 PRQJECT RECORD DOCUMENTS 13 MARCH 1991 PART 1 GENERAL 1.01 SECTION INCLUDES A. Maintaining Protect Record Documents at site. B. Submittal of Project Record Documents during and at completion of Project. 1.02 RELATED SECTIONS A. Requirements under separate cover - Change Order and Field Order procedures. Section 01300 - Submittals Section 01400 - Testing Laboratory Services Division 2 through 16 - As required 1.03 MAINTENANCE OF RECORD DOCUMENTS AND SAMPLES A. Maintain and store in field office, apart from documents used for construction - 1 . 'Record Contract Drawings. 2. Specifications. 3. Revisions. 4. Change Orders and other modifications to the Contract. 5. Field Orders and other written instructions. 6. Accepted Shop Drawings and other submittals. 7. Field test records. B. Provide files and racks for document storage. C. File documents in accordance with Specification's Table of Contents. D. Maintain documents in orderly, clean, and legible condition. Do not use record documents for construction purposes. E. Sample storage: Provide locked cabinet or other secured storage. 01720 -1 F. Keep documents and samples available for inspection by Construction Manager. 1.04 MARKING DEVICES DC NORTH COVERED WALKWAVS SECTION 01720 SPEC. NO. 901303 PROJECT RECORD DOCUMENTS 13 MARCH 1991 A. Provide felt -tip marking pens for recording information in color code. Indicate color code on each sheet. 1.05 RECORDING A. Label each document PROJECT RECORD in neat, large printed letters. B. Record information concurrently with construction progress. 1. Do not conceal work until required information is recorded. C. Legibly mark blue or black line prints to record actual construction. 1. Record locations and measurements of services, utilities, and equipment. Reference to permanent construction. 2. Note changes of direction and location by dimension and elevation as utilities are installed. Show items requiring maintenance. 3. Show location of construction- concealed utilities and appurtenances referenced to visible and accessible features of the structure. 4. Show details and locations not on original Contract Drawings. 5. Record, detail, and dimension changes made on site by Field Order. 6. Show changes made by Change Order. D. Specifications and revisions: Legibly mark each item to record - 1. Manufacturer, trade name, catalog number, and supplier of each equipment item actually installed. 2. Changes made by Field and Change Orders. E. Shop Drawings: Maintain and legibly annotate to record changes made after review. 1.0 6 SUBMITTALS A. At Contract Closeout and before final payment, deliver record documents to Construction Manager. Include - 01720-2 DC NORTH COVERED WALKWAYS SECTION 01720 SPEC. NO. 901303 PROJECT RECORD DOCUMENTS 13 MARCH 1991 1. One black or blueline print of each required Project Record (as- built) Drawing. 2. One set of revised specifications. B. Accompany submittals with duplicate transmittal letters indicating - 1. Date. 2. Project title and number. 3. Contractor's name, address, and telephone number. 4. Title and number of each record document. 5. Signature of Contractor or his authorized representative. END OF SECTION 01720-3 PART 1 GENERAL. 1.01 SECTION INCLUDES A. Formatting manual submittals. DC NORTH COVERED WALKWAYS SECTION 01730 SPEC. NO. 901303 OPERATING AND MAINTENANCE DATA 13 MARCH 1991 B. Compiling product data and related information appropriate for Owner's maintenance and operation. Modifying data as required to accurately represent completed installations. O Instructing Owner's personnel in maintenance, equipment, and systems operations prior to Owner's acceptance of any portion or stage of the work. D. For additional requirements see respective architectural, mechanical, and electrical specification sections. E. Submitting 6 copies of final manuals. 1.02 RELATED SECTIONS A Section 01300 - Submittals Section 01720 - Project Record Document Section 01740 - Warranties and Bonds Divisions 12 and 16 - Site Work and Electrical 1.03 FORM OF SUBMITTALS A Prepare data in form for use by Owner personnel. 1. Material is to be used by Contractor for instruction of Boeing personnel and be appropriate for such use. 2. Size: 8 -1/2 x 11 inches. 3. Paper: 20-lb minimum; white for typed pages. 4. Text: Manufacturer's printed data, or neatly typewritten information. 5. Drawings: a Provide reinforced punched binder tab, bound in with text. b. Fold oversized Drawings and place in pocket glued to inside of back cover. 01730 -1 DC NORTH COVERED WALKWAYS SPEC. NO. 901303 6. Arrange content by systems, under CSI Masterformat section numbers. 7. Provide flyleaf for product and major component parts of equipment followed by typed descriptions. Provide indexed tabs. 8. Cover: Identify each volume with typed or printed title: "OPERATING AND MAINTENANCE INSTRUCTIONS" Show title of project; names of Owner and Engineer; Contractor's name and responsible principal, address, and telephone number; subcontractor; subject matter; and completion date of Contract. B. Binder: Comrnercial quality, 8 -1/2 x 11 inch, three -ring type with durable hardback and cleanable plastic covers; maximum ring size as suitable to content, 3 -inch maximum. All of one color. 1. When multiple binders are used, correlate data into related groupings. 1.04 CONTENTS OF MANUALS A. Neatly typewritten table . of contents; Arrange as specified. Include an indexed list of each product and system data sheets. 1. Show for each product the name, address, and telephone number of the responsible - a Subcontractor or Installer b. Maintenance contractor, as applicable 2. Show the local source of supply for parts and replacements. 3. Clearly identify products, component parts, and materials required to keep systems and equipment in fully functioning conditions. Identify by part number and description. B. Product data: Submit original product literature only. Copies are not acceptable. 1. Include only sheets pertinent to specific product. Annotate each sheet to - a Clearly identify specific product or part installed. b. Clearly identify data applicable to installation. 01730-2 SECTION 01730 OPERATING AND MAINTENANCE DATA 13 MARCH 1991 C. Drawings: DC NORTH COVERED WALKWAYS SPEC. NO. 901303 c. Delete inapplicable information. 1. Supplement product data with drawing required to clearly illustrate- a Control and flow diagrams. b. Relations of component parts of equipment systems. SECTION 01730 OPERATING AND MAINTENANCE DATA 13 MARCH 1991 2. Coordinate drawings with information in Section 01720 - Project Record Drawings to assure correct illustrations of completed installations. 3. Do not use project record documents as maintenance drawings. D. Supplement product and installation data with typewritten text. 1. Organize in consistent format under separate headings for different procedures. 2. Provide logical installation sequence for each procedure. E. Copy of each warranty, bond, and service contract issued. See Section 01740. 1. Provide information sheet for Owner's personnel. indicate: a. Proper procedures in event of failure. b. Instances that might affect validity of warranties and bonds. 1 .05 MANUAL FOR MATERIALS AND FINISHES A. Submit complete manual in final form. B. Include manufacturer's data on architectural products, applied materials, and finishes including: 1. Catalog number, size, and composition. 2. Color and texture designations. 3. Information required for reordering special manufactured products. C. Furnish instruction for care and maintenance including: 1. Manufacturer's recommendation for types of cleaning agents and methods. 01730-3 DC NORTH COVERED WALKWAYS SPEC. NO. 901303 3. Recommended schedule for cleaning and maintenance. SECTION 01730 OPERATING AND MAINTENANCE DATA 13 MARCH 1991 2. Cautions against cleaning agents and methods detrimental to products. D. Bind in "moisture - protection" and "weather- exposed" product information. List applicable reference standards, chemical composition, and details of installation. Provide recommendations for inspections, maintenance, and repair. E See respective specification sections for additional maintenance data requirements. F. Provide a listing in Table of Contents for design data with tabbed fly sheet and space for insertion of data. 1.0 6 MANUAL FOR EQUIPMENT AND SYSTEMS A Include description of unit or system and component parts for each item of equipment and each system. Show function, normal operating characteristics, and limiting conditions. Provide performance curves with engineering data and tests. Include complete nomenclature and commercial number of replaceable parts. B. Panelboard circuit directories: Provide electrical service characteristics, controls, and communications. C. Include as- installed color -coded wiring diagrams. D. Operating procedures: Provide start-up, break -in, and routine normal operating instructions and sequences. Include regulation, control, stopping, shutdown, and emergency instructions. Show any special operating instructions. E Maintenance requirements: Furnish routine procedures and guide for trouble shooting, disassembly, repair, and reassembly instructions; and alignment, adjusting, balancing, and checking instructions, or complete replacement, as required. F. Provide servicing and lubrication schedule. List lubricants required. G Include manufacturer's printed operation and maintenance instructions. H. Furnish sequence of operation by controls manufacturer. I. Provide complete parts list including original manufacture's parts list, supplementary and incidental parts, illustrations, assembly drawings, and diagrams required for maintenance. J. Provide as- installed control diagrams by controls manufacturer. 01730 -4 DC NORTH COVERED WALKWAYS SECTION 01730 SPEC. NO. 901303 OPERATING AND MAINTENANCE DATA 13 MARCH 1991 K. Provide Contractor's coordination Drawings, with as- installed color -coded piping diagrams. L. Provide charts of valve tag numbers, with location and function of each valve keyed to flow and control diagrams. M. Provide list of original manufacturer's recommended spare parts, current prices, and quantities to be maintained in storage. N. Complete additional requirements as specified in individual specification sections. Q Provide an listing in Table of Contents for design data, with tabbed fly sheet and space for insertion of data. 1.0 7 INSTRUCTION OF OWNER PERSONNEL A. Before final inspection, instruct Owner's designated personnel in operation, adjustment, and maintenance of products, equipment, an systems at agreed -upon times. 1.0 8 MANUAL SUBMITTALS A. Submit two copies of preliminary drafts of proposed formats and outlines of contents before assembly of the information. The Construction Manager will review drafts and return one copy with comments. B. For equipment, or component parts of equipment put into service during construction and operated by Owner, submit documents within 10 days after acceptance. C. Submit one copy each of completed volumes in final form 15 days prior to final inspection. Copies will be returned after final inspection, with the Construction Manager's comments. Revise content as required before final submittals. D. Submit revised volumes in final form within 10 days after final inspection. 1.0 9 TRAINING A. Provide training and instruction to Owner maintenance and operating personnel designated by the Construction Manager. B. Training and instruction content: 1. Operation of equipment. 01730-5 DC NORTH COVERED WALKWAYS SECTION 01730 SPEC. NO. 901303 OPERATING AND MAINTENANCE DATA 13 MARCH 1991 2. Maintenance of equipment. 3. Review of systems: a Where data is located. b. Where are valves, switches. 4. Preventive maintenance schedule. 5. What spares or maintenance stocks are available. 6. What type of cleaning agents to use and methods to be employed. C. Provide training and Instruction prior to final acceptance of work. D. Instruction sessions location to be on site and arranged by Construction Manager. E. Instruction sessions are to group content into related groups; i.e. all piping, valves, etc. together, various doors and hardware together, hoisting equipment together, etc.; submit schedule for training to Construction Manager for approval. F. Training time noted in sections is illustrative of time that might be expected for training. Sections noted with training time Increment must be covered by instructions. END OF SECTION 01730-6 1.0 2 RELATED SECTION 1.04 FORM OF SUBMITTALS DC NORTH COVERED WALKWAYS SPEC. NO. 901303 PART 1 GENERAL 1.01 SECTION INCLUDES A. Preparing, compiling, and submitting specified certificates, guarantees, warranties, bonds, and service and maintenance contracts. A. Coordinate related requirements specified in other parts of the Project Manual, including, but not limited to the following: Section 01700 - Contract Closeout Section 01730 - Operating and Maintenance Data 1.03 SUBMITTAL REQUIREMENTS SECTION 01740 WARRANTIES & BONDS 13 MARCH 1991 A Assemble executed certificates, warranties, guarantees, bonds, and required service and maintenance contracts from the respective manufacturers, suppliers, and subcontractors. B. Number of original signed copies required: Three each. C. Neatly type Table of Contents In orderly sequence. D. Contents: Separate with tabbed dividers keyed to Table of Contents. Provide complete Information for each item following (as applicable): 1. Product of work item. 2. Firm, with name of principal, address, and telephone number. 3. Description of guarantee, warranty, and bond (as applicable). 4. Date of beginning of guarantee, warranty or service and maintenance contract; duration of guarantee, warranty or service and maintenance contracts. 5. Contractor, name of responsible principal, address, and telephone number. 6. Name of local firm responsible for work required during correction period. A Prepare In triplicate conforming to following requirements: 1. Size: 8 -1/2 x 11 inch punched sheets for three -ring binder. Fold larger sheets to fit into binders. 01740 -1 2. Binders: Commercial quality, three -ring, with durable and cleanable plastic cover. 3. Covers: Identify each binder with typed or printed title, "WARRANTIES, GUARANTEES, AND BONDS" and show- a. Title of Project. b. Name of Contractor. B. Format for warranties, guarantees: 1. In addition to warranties and guarantees required by General Conditions of Contract, furnish written warranties and guarantees for certain portions of Work for longer periods as specified in individual sections. 2. Address them to Owner. 3. Submit to the Boeing Representative before final payment and acceptance of Work by Owner. 1.05 TIME OF SUBMITTALS A. For equipment or component parts of equipment put into service during construction progress: 1. Submit documents within 10 days after final inspection and acceptance. Otherwise make submittals within 10 days after Date of Early Possession or Substantial Completion (whichever occurs first) before final request for payment. B. For items of Work, where acceptance is delayed materially beyond the date of Early Possession or Substantial Completion, provide updated submittal within 10 days after Final Acceptance. 1.06 START OF WARRANTIES DC NORTH COVERED WALKWAYS SPEC. NO. 901303 A Begin warranty periods on the date of Early Possession, Substantial Completion, or Final Acceptance, whichever occurs first. END OF SECTION 01740 -2 SECTION 01740 WARRANTIES & BONDS 13 MARCH 1991 DIVISION 5 05500 Miscellaneous Metal 05520 Handrails DIVISION 4, Not Used DIVISION 6 Not Used DIVISION 2 02005 Environmental Protection 02050 Demolition 02101 Clearing & Grubbing 02200 Earthwork 02283 Vegetation Control 02513 Asphalt Concrete Paving 02514 Portland Cement Concrete Paving 02528 Cast -In -Place Concrete Curbs 02580 Pavement Marking 02720 Storm Sewer System 02750 Irrigation System 02760 Site Furnishings 02800 Planting 02823 Transplanting of Existing Plant Material 02830 Chainlink Fences & Gates DIVISION 3 03301 Architectural Concrete TECHNICAL SPECIFICATIONS DC NORTH COVERED WALKWAYS DIVISION 07400 Preformed Roofing DIVISION _ Not Used. DIVISION 9 09900 Color Coating DIVISION 10. 11. 12. 13. 14. & 15 Not Used DIVISION 16 16000 Electrical APPENDIX Plan and list of layout coordinate points and coordinates. (Not included at this time.) PART 1 GENERAL 1.01 SECTION INCLUDES A Work includes but is not limited to the following: 1. Protection of the environment from construction activities. 1.0 2 RELATED SECTIONS A. Coordinate related work specified in other parts of the Project Manual, including but not limited to the following: Section 02050 - Demolition Section 02101 - Clearing and Grubbing Section 02200 - Earthwork Section 02283 - Vegetation Control Section 02720 - Storm Sewage Systems 1.03 REFERENCES A. Refer to Section 01090 for identification and source of the following: WSDOT DC NORTH COVERED WALKWAYS SPEC. NO. 901303 SECTION 02005 ENVIRONMENTAL PROTECTION 13 MARCH 1991 1988 Standard Specifications and Plans for Road, Bridge, and Municipal Construction by Washington State Department of Transportation and Washington State Chapter of American Public Works Association. PART 2 - PRODUCTS 2.01 MATERIALS A Provide such materials as required to complete the work of this section. PART 3 - EXECUTION 3.01 PROTECTION A. Comply with WSDOT, including but not limited to: 1. Section 1 -07.4 (Sanitation). 2. Section 1 -07.5 (Wildlife, Fisheries, and Ecology Regulations). 02005-1 3.02 CLEANING DC NORTH COVERED WALKWAYS SECTION 02005 SPEC. NO. 901303 ENVIRONMENTAL PROTECTION 13 MARCH 1991 3. Section 1-07.15 (Temporary Water Pollution/Erosion Control) except for the two paragraphs (pertaining to measurement, payment, and common proposal) beginning and ending: "If done . . . contract items." "For the purpose . . . by the Contractor." A. Leave area clean and free of debris and residue from work of this section. Coordinate with Section 01710. END OF SECTION 02005-2 c PART 1 - GENERAL 1.01 1.02 1.03 DC NORTH COVERED WALKWAYS SPEC. NO. 901303 SECTION INCLUDES A. Do all demolition work required for the completion of the new work, as shown on the Drawings or specified. In general, work includes but is not limited to demolition of: 1. Asphalt and concrete paving. 2. Fencing. 3. Underground utilities. 4. Miscellaneous site demolition. RELATED SECTIONS Section 02200 Section 02513 - Section 02514 - Section 02830 - Section 02831 - EXISTING CONDITIONS - Earthwork Asphalt Concrete Paving Portland Cement Concrete Paving Chainlink Fences & Gates Sliding Gates SECTION 02050 DEMOLITION 13 MARCH 1991 A. Drawings of existing conditions are for Contractor's general reference. Contractor shall carefully examine existing site conditions and accept same on "as -Is" condition. 1.04 PROTECTION A Conduct demolition to minimize interference with adjacent structures. B. Provide, erect, and maintain temporary barriers and security devices. C. Conduct operations with minimum interference to public or private thoroughfares. Maintain egress and ingress at all times. D. Do not close or obstruct roadways or sidewalks without Construction Manager's permission. E Keep active utilities not included in demolition intact and in continuous operation. 1.05 SUBMITTALS A Submit record documents under provisions of Section 01700. 1.06 SALVAGE 1.07 COORDINATION PART 2 - PRODUCTS Not used. PART 3 - EXECUTION 3.01 PREPARATION 3.02 PAVING REMOVAL DC NORTH COVERED WALKWAYS SPEC. NO. 901303 SECTION 02050 DEMOLITION 13 MARCH 1991 A Salvaged items shall become the property of the contractor and shall be removed from the site unless otherwise noted on the plans. Those items shall be turned over to the Construction Manager. A Coordinate with Construction Manager to keep Interruptions of existing facilities operations to a minimum. Schedule outages of utilities with Construction Manager. At least three weeks notice is required prior to interruption of utility service. B. Coordinate and schedule commencement of all demolition with Construction Manager. A Prevent movement or settlement of adjacent structures. Provide bracing and shoring as required. B. Protect existing appurtenances which are not to be demolished. C. Mark location of disconnected utilities and indicate capping locations on Project record documents. D. Prior to starting demolition, Contractor and Construction Manager shall make a complete inspection of conditions of adjacent Boeing property, including visible defects close to, or adjoining, spaces to be altered. E As specified Section 01500 - Construction Facilities and Temporary Controls, provide, erect, and maintain temporary barriers, fencing, and warning devices. Provide flag persons as required to direct pedestrian and automotive traffic. See Section 01570 - Traffic Regulation. A. Demolish indicated paving and appurtenances as shown in an orderly and careful manner. B. Make a vertical saw cut between existing pavement, sidewalk, and curb that is to remain and the portion to be removed. Replace at no expense to the Owner any existing pavement and curb designated to remain that is damaged during construction. 02050-2 C DC NORTH COVERED WALKWAYS SPEC. NO. 901303 C. Cease operations and notify Construction Manager immediately if adjacent structures appear to be endangered. Do not resume operations until corrective measures have been taken. D. Do not burn materials on site. E. Remove obstructions if encountered to a minimum two feet below finished grade within area of new construction and dispose of off site as directed by Construction Manager. F. Keep work sprinkled to minimize dust. Provide hoses and watermain or hydrant connections for this purpose. G Rough grade and compact areas affected by demolition to maintain site grades and contours. 3.03 UTILJTY INES TO BE REMOVED A Disconnect, remove, and cap or plug designated and abandoned utility lines that conflict with construction. Plug ends of abandoned pipes with concrete. Cap or plug ends of active utilities as required by the Construction Manager. B. Mark location of disconnected utilities. Identify utilities and indicate terminal locations on Project Record Drawings. 3.04 WOOD PILES, STEEL GUARD POSTS, FENCING ,4 Cut off fence posts flush with finish grade. See notes on the plans for other items. 3.05 INSPECTION 3.06 CLEANUP END OF SECTION SECTION 02050 DEMOLITION 13 MARCH 1991 A. At completion of demolition, Contractor and Construction Manager shall make examination for possible damage caused by demolition work. Examination report shall be approved by both parties where damage is apparent. A Remove all demolition debris from site as work proceeds, but not less than once a day. Allow no debris to accumulate. Remove debris at Contractor's expense. B. Coordinate with Construction Manager for method of debris removal from site. Dispose of debris legally. PART 1 GENERAL 1.01 SECTION INCLUDES D.C. NORTH COVERED WALKWAYS SPEC. NO. 901303 A Work includes but is not limited to clearing and grubbing in areas designated for construction. 1.02 RELATED SECTIONS A. Coordinate related work specified in other parts of the Project Manual, including but not limited to the following: Section 02005 - Environmental Protection Section 02050 - Demolition Section 02200 - Earthwork 1.03 REFERENCES A Refer to Section 01090 for the following: WSDOT 1988 Standard Specifications for Road, Bridge, and Municipal Construction by Washington State Department of Transportation and Washington State Chapter of American Public Works Association. 1.04 DEFINITIONS A Engineer referred to in WSDOT means Construction Manager. B. Plans referred to in WSDOT means Drawings. C. State referred to in WSDOT means Owner. 1.05 PROJECT SITE CONDITIONS A Existing Conditions: 1. Topographical Survey Drawings are for Contractor's general reference. PART 2 - PRODUCTS (Not Used) 02101- 1 SECTION 02101 CLEARING AND GRUBBING 13 MARCH 1991 PART 3 - EXECUTION 3.01 EXAMINATION A. Verify conditions as satisfactory to receive work of this section. Do not begin work until unsatisfactory conditions are corrected. Beginning work constitutes your acceptance of conditions as satisfactory. 3.02 PREPARATION A Protect surrounding areas and surfaces to prevent damage for work of this section. B. Include Part 3.01 - Preparation, of Section 02050 - Demolition and Section 02200 - Earthwork, as applicable to this section. 3.03 EXECUTION D.C. NORTH COVERED WALKWAYS SPEC. NO. 901303 A Perform the work as specified and in accordance with Quality Assurance provisions, References, Drawings, and manufacturer's instructions. Where these conflict, the more stringent requirements govern. B. Follow WSDOT Section 2 -01 - Clearing, Grubbing, and Roadside Cleanup except as specified and the following: 1. Measurement and payment provisions are not applicable. 2. Clear and grub areas designated for construction. 3. Use Disposal Method No. 2 - Waste Site. 4. Section 2- 01.3(4) - Roadside Cleanup does not apply. 3.04 CLEANING A. Leave areas clean and free of debris and residue from work of this section. Coordinate with Section 01710 - Cleaning. END OF SECTION 02101- 2 SECTION 02101 CLEARING AND GRUBBING 13 MARCH 1991 PART 1 - 1.01 A 1.02 1.03 WSDOT DC NORTH COVERED WALKWAYS SPEC. NO. 901303 GENERAL SECTION INCLUDES Work includes but is not limited to the following: 1. Excavation, grading, and trenching for pavement and utilities. 2. Backfilling and compacting, including demolition Items. 3. Fill and grading landscape berm subgrade. RELATED SECTIONS Section 02050 Section 02513 - Section 02514 - Section 02528 Section 02720 Section 02822 REFERENCES ANSI A10.2 ASTM C 136 ASTM C 1556 ASTM D 1557 ASTM D 2922 ASTM D 3017 - Demolition Asphalt Concrete Paving Portland Cement Concrete Paving - Cast -In -Place Concrete Curbs - Storm Sewer - Planting SECTION 02200 EARTHWORK 13 MARCH 1991 1988 Standard Specifications and Plans for Road, Bridge, and Municipal Construction by Washington State Department of Transportation and Washington State Chapter of American Public Works Association. Safety Code for Building Construction Method for Sieve Analysis of Fine and Coarse Aggregates Density of Soil in Place by Sand Cone Method Tests for Moisture- Density Relations of Soils, Using 10-lb (4.54 kg) Rammer and 18 -in. (457 mm) Drop Density of Soil and Soil Aggregates in Place by Nuclear Methods Moisture Content of Soil and Soil Aggregate in Place by Nuclear Methods 1.04 USE OF EXCAVATED MATERIAL A. Site - excavated material may be used, with approval of the Construction Manager, in accordance with these specifications. 02200 -1 DC NORTH COVERED WALKWAYS SPEC. NO. 901303 B. Reuse approved materials as cut and fill on site. Place miscellaneous materials as directed by Construction Manager. 1.05 PROTECTION A Verify existence and location of on -site utilities. B. Consult the Construction Manager immediately for directions if you encounter piping or utilities during excavation. Hand excavate materials within 2 feet of existing facilities. Cooperate with the Owner and utility companies to keep utilities in operation. C. Excavate areas to afford adequate drainage. Control grading to prevent water from running into the excavated areas. Until work is completed, remove water that may interfere with the proper performance of the work or cause ponding on the property. D. Shoring and trenching protection: Provide shoring for excavations.4 feet or deeper during construction. Remove shoring at completion of work. PART 2 - PRODUCTS 2.01 EXCAVATED MATERIAL SECTION 02200 EARTHWORK 13 MARCH 1991 A. Unclassified: no consideration will be given to the nature of this material, which may contain rock, shale, earth, fill materials, pavement, foundations, piping, and debris. B. Upon written approval of the Construction Manager, suitable unclassified material may be used as backfill. C. Remove unclassified material found to be unacceptable by the Construction Manager from the area of manholes and catch basins and place in unoccupied areas within the site as directed by the Construction Manager prior to disposal off site. 2.02 STRUCTURAL FILL AND BACKFILL A. Structural fill and backfill material: Imported clean granular materials, with less than 5% fines, material passing a #200 sieve, and materials from excavations deemed suitable for backfill by the Construction Manager, or as specified on the Design Drawings. 2.03 GENERAL FILL FOR PLANTING AREAS A General Fill (imported) is intended to be a natural occurrence pit run substantially free from wood, roots, bark or other extraneous material. It shall have such characteristics of particle size and shape that it will compact readily to a firm, stable course. 02200-2 DC NORTH COVERED WAUCWAYS SPEC. NO. 901303 Passing 1/4" sieve Dust Ratio: % passing #200 wet sieving. % Passing #40 Sand Equivalent 30 min. 2.0 4 BEDDING AND FOUNDATION 3/4" square 3/8" square U.S. No. 8 U.S. No. 200 Sand Equivalent All percentages are by weight. PART 3 - EXECI,JflON 3.01 EXISTING UTILITIES 3.0 2 EXCAVATION FOR PAVED AREAS 02200 -3 SECTION 02200 EARTHWORK 13 MARCH 1991 Passing 2" sieve 100% min. 25% min. 75% max. Passing U.S. No. 200 sieve 10% max. (wet sieving) 2/3 max. A. Bedding material for rigid pipe and foundation shall be crushed, partially crushed, or naturally occurring granular material conforming to the following gradation: Sieve Size Percent Passing, 100 95 -100 0 -10 0 -3 35 min. A. Locate and flag recorded underground utilities, utility crossings and notify utility companies and agencies of scheduled excavations. Call 1- 800 - 424 -5555 at lease 2 days prior to excavation. A. Prepare subgrade in accordance with Section 2.06 of the WSDOT Standard Specifications. B. Fill and compact as specified unauthorized excavations performed below the elevations shown or specified, at no additional cost. C Where the Construction Manager determines that the soil encountered at the elevations shown on the Drawings is not capable of supporting the design load, or where unsuitable material is encountered, the Contractor DC NORTH COVERED WALKWAYS SPEC. NO. 901303 SECTION 02200 EARTHWORK 13 MARCH 1991 will be issued a Change Order to remove the unsuitable soil, fill with approved fill material and compact as specified. Payment for such authorized additional excavation and fill will be made in accordance with the requirements of the General Conditions. 3.03 EXCAVATION FOR TRENCHES AND FOUNDATIONS A. Dimensions: Make trenches of open construction wide enough to provide free working space at both sides of the trench and around foundation as required for backfilling and compacting. For pipe trenches see Drawings. B. Trench as specified and in accordance with Section 2.09 of the WSDOT Standard Specifications. Grade trench bottoms accurately. C. Provide 1 -foot clearance between outside surfaces and undisturbed earth bank for connections to catch basins. D. Excavate pits to the depth and lines indicated on the Drawings or to a maximum depth of 5 feet in order to attain suitable bearing material. The Construction Manager may require excavations below the required depths, depending upon where suitable foundation material is encountered. 3.04 FOUNDATION FOR PIPES A. Grade the trench bottom to provide a smooth, firm, and suitable foundation at every point throughout the length of the pipe. B. In areas where soft,unstable materials are encountered at the surface upon which the bedding material is to be placed, remove the unstable material and replace with material approved by the Construction Manager. Make deep enough to develop a firm foundation for the pipe. If the need for such overexcavation has been occasioned by an act or failure to act on the part of the Contractor make the replacement at no additional cost to the Owner. 3.05 BACKFILL A. For fill and backfill for paving, and over pipes, use clean granular fill material compacted in accordance with this specification. B. Place fill material in horizontal layers in such a manner as to produce a uniform thickness of material. Start placement in the deepest area and progress approximately parallel to the finished grade. Thickness of layers as required to achieve specified compaction but in no case greater than 8 inches unless otherwise specified elsewhere in this section. Place no fill material on areas where free water is standing, on frozen subsoil area, or on surfaces which have not been approved. 02200- 4 DC NORTH COVERED WALKWAYS SPEC. NO. 901303 SECTION 02200 EARTHWORK 13 MARCH 1991 3.07 BEDDING FOR PIPES A Place pipe bedding material as detailed, in the bottom of pipe trenches. B. At each joint in the pipe, recess the bottom of the bedding as required to relieve the bell of the pipe of load and to ensure continuous bearing of the pipe barrel on the firm foundation. C. Take special care to provide a firm bedding support on the underside of the pipe and fittings for the full length of the pipe. 3.0 8 BACKFILL FOR PIPES A Do not backfill trenches and other excavations until approved by the Construction Manager and the authorized representative of the local agency having jurisdiction over the subject utilities and public works. B. After the pipe has been properly bedded, fill above the top of the pipe and compact as specified herein. C. Place backfill in 6 -inch lifts and compact to specified density after each lift and before the next one is placed. Secure approval of Construction Manager for compaction methods and ensure that they meet the requirements of this specification. D. Approximately 12 inches below finish grade, but not less than 18 inches above the top of the electrical conduit, place yellow marking tape the full length of the conduit excavation. 3.0 9 SPOT SUBGRADE REINFORCEMENT A. Remove areas of soft, spongy, or otherwise unsuitable material under the pavement or slab areas. Provide and install new materials and use methods as specified. 3.10 FILL FOR PLANTING AREAS A Place fill to a smooth even finish subgrade as detailed or as noted; free of ruts and tracks. Allow for topsoil placement. Make corrections as directed. Obtain approval of final finish subgrade prior to placement of any topsoil. 3.11 COMPACTION A Perform compaction in accordance with Section 2.06 of the WSDOT Standard Specifications. B. Compact fill, backfill, and base course to the following percentages of the material's maximum density at optimum moisture content as determined by ASTM D 1557. 02200.5 3.12 TOLERANCES DC NORTH COVERED WALKWAYS SPEC. NO. 901303 Location of Material Bedding Material in the Pipe Zone Backfill Material Over Pipe in the Pipe Zone Backfill Material Above the Pipe Zone - Paved Areas Backfill Material Above the Pipe Zone - Planting Areas Fill Material Under Manholes and Catch Basins Fill Material Under Paved Areas Top 24 inches Below 24 inches General Fill- Planting Areas C Verify densities before placing additional fill by either ASTM D 2922 and D 3017 or ASTM D 1556. A. After grading, check surfaces using a template at least 10 feet long constructed to give the true surface in accordance with the elevations and grades shown on the Drawings, within a maximum tolerance of plus or minus .1 foot in 10 feet. Correct irregularities found when checking with the template by blade grading, adding or removing subgrade material as required. After grading, compact the subgrade where reworked as specified and again check it with the template. Repeat the cycle of smoothing and leveling, compacting, and rechecking with the template until the subgrade is brought to the correct elevations and grades. 3.13 DISPOSAL OF MATERIAL AND DEBRIS 3.14 SHORING 02200- 6 SECTION 02200 EARTHWORK 13 MARCH 1991 Percentage 95 95 95 85 95 95 90 85 A. As directed by the Construction Manager, dispose of excess material and debris off the site. A Shore and crib trenches and other excavations that require workmen to enter the excavated area and have a depth of 4 feet or more, unless the earth face is excavated at its angle of repose. (2:1 or 1:1 as recom- mended by a soils engineer). B. Properly support trenches in strict accordance with pertinent rules and regulations. Brace, sheet, and support trench walls so they will be safe and the ground alongside the excavation will not slide or settle, and so that the existing improvements of every kind, on either public or private property, will be fully protected from damage. In the event of damage, immediately make repairs necessary to the approval of the Construction Manager at no additional cost to the Owner. 3.15 DAMAGE DC NORTH COVERED WALKWAYS SPEC. NO. 901303 C. Arrange bracing, sheeting, and shoring so as to not place stress on any portion of the completed work until the general construction has proceeded far enough to provide ample strength. D. Exercise care in the drawing or removal of sheeting, shoring, bracing, and timbering to prevent collapse or caving in of the excavated faces being supported. E. Contractor's option: With the written approval of the Construction manager, the Contractor may overexcavate a trench or foundation to the angle of repose of the soil present in lieu of shoring the excavation. The Contractor is responsible for additional costs associated with over - excavation. F. Provide a shoring plan specifying location, materials, and design calculations to the Construction Manager for approval 10 working days before installation. Show clearly that the proposed plan meets all applicable codes and regulations. A. Repair damage done to existing pavement, utilities or structures by construction equipment at no expense to the Owner. 3.16 FIELD QUALITY CONTROL A Owner may conduct and pay for such tests as he deems necessary. Contractor is required to perform and pay for patching of test sample areas. B. If, based on the tests of the soil testing laboratory, the subgrade or fill that has been placed is found to be below the specified density, the Construction Manager will require additional compaction at Contractor's expense. END OF SECTION 02200- 7 SECTION 02200 EARTHWORK 13 MARCH 1991 PART 1 GENERAL 1.01 SECTION INCLUDES A Work includes, but is not limited to the following: 1. Treatment inhibiting grass and weed growth through asphaltic concrete paving installations. 1.0 2 RELATED SECTIONS A Coordinate related work specified with the following: Section 02513 - Asphaltic Concrete Paving 1.03 REFERENCES EPA: Pertinent requirements. 1.0 4 DELIVERY, STORAGE, AND HANDLING A In accordance with Section 01600 and the following: Follow manufacturer's precautionary directions. 1.0 5 PROJECT SITE CONDITIONS A Environmental requirements: As required by EPA and other governing authorities. 1.0 6 SEQUENCING AND SCHEDULING A. Coordinate work of this section with asphalt concrete paving and other related work. PART 2 - PRODUCTS 2.01 HERBICIDE DC NORTH COVERED WALKWAYS SPEC. NO. 901303 A. "Casaron" by P.B.I., Gordon Corp. (dichlobinil) or approved nonorganic water - soluble herbicide bearing Environmental Protection Agency registration. Provide label with manufacturer's directions for use as herbicide under new paving. 02283 -1 SECTION 02283 VEGETATION CONTROL 13 MARCH 1991 PART 3 - EXECUTION 3.01 EXAMINATION 3.02 PREPARATION DC NORTH COVERED WALKWAYS SPEC. NO. 901303 SECTION 02283 VEGETATION CONTROL 13 MARCH 1991 A. Verify installation conditions as satisfactory to receive work of this Section. Do not install until unsatisfactory conditions are corrected. Beginning work constitutes your acceptance of conditions as satisfactory. A. Protect surrounding planting areas and storm drainage inlets, etc. to prevent damage from work of this section. 3.03 APPUCATION A. Apply in accordance with Quality Assurance provisions, references, specifications, drawings, and manufacturers' instructions. Where these may be In conflict, the more stringent requirements govern. 3.04 CLEANING A Leave area clean and free of debris and residue from work of this section. END OF SECTION 02283- 2 PART 1 GENERAL 1.01 SECTION INCLUDES A. Work includes but is not limited to the following: 1. New paving, patching and repairing existing paving where shown, and patching and repairing any asphalt pavement damaged due to work on this project. 1.0 2 RELATED SECTIONS A. Coordinate related work specified in other parts of the Contract Document including but not limited to the following: 1.03 REFERENCES DC NORTH COVERED WALKWAYS SECTION 02513 SPEC. NO. 901303 ASPHALTIC CONCRETE PAVING 13 MARCH 1991 Section 02050 - Demolition Section 02200 - Earthwork Section 02283 - Vegetation Control Section 02580 - Pavement Marking Section 02720 - Storm Sewer A. Refer to the following standards: ASTM D 1557 Test Methods for Moisture - Density Relations of Soils and Soil- Aggregate Mixtures Using 10-lb (4.54 -kg) Rammer and 18 -inch (457 -mm) Drop ASTM D 2172 Test Method for Quantitative Extraction of Bitumen from Bituminous Paving Mixtures WSDOT Standard Specifications and Plans for Road, Bridge, and Municipal Construction 1.04 DEFINITIONS A. Engineer referred to in WSDOT means Construction Manager. B. Plans referred to In WSDOT means Drawings. C. State referred to in WSDOT means Owner. 1.05 SUBMITTALS A. Submit the following as specified in Section 01300: 1. Submit proposed mix designs of each class of mix for review before placement. 02513- 1 2. Test reports and other product data as specified. Verify required compactions, subbase, base, and paving products. 1.0 6 QUAUTYASSURANCE DC NORTH COVERED WAU(WAYS SECTION 02513 SPEC. NO. 901303 ASPHALTIC CONCRETE PAVING 13 MARCH 1991 A Installer and supplier's qualifications: To be approved by Construction Manager. 1.07 DEUVERY, STORAGE, AND HANDUNG A Perform in accordance with the following: 1. Products are ready -mixed and delivered to the site. 1.0 8 PROTECT SiTE CONDITIONS A Environmental requirements: Meet requirements of WSDOT Section 5- 04.3(16). 1. Air temperature is required to be 50 degrees F minimum; weather and surface to be dry. B. Existing conditions: 1. Topographical Survey Drawings (as shown on Demolition Plans) are for Contractor's general reference. Examine existing site conditions and accept them "as -is ". PART 2 - PRODUCTS 2.01 MATERIALS A Crushed surfacing -base course: WSDOT Section 9- 03.9(3). B. Crack sealing materials: WSDOT Section 5- 04.3(5). C. Tack coat: WSDOT Section 9- 02.1(4). D. Asphalt cement: Paving asphalt WSDOT Section 9- 02.1(4). E. Aggregate for asphalt concrete: WSDOT Section 9 -03.8. 2.0 2 EQUIPMENT A. Asphalt distributor for condition of existing surfaces: WSDOT Section 5- 04.3(5). B. Equipment for hauling, spreading, and compacting asphaltic concrete paving mix: WSDOT Section 5 -04.3. 02513- 2 2.03 MIXES DC NORTH COVERED WALKWAYS SECTION 02513 SPEC. NO. 901303 ASPHALTIC CONCRETE PAVING 13 MARCH 1991 A Asphalt concrete for patching: WSDOT Class B, unless otherwise shown on the Drawings. B. Asphalt products to be ready mixed and delivered to the site. 2.04 SOURCE QUALITY CONTROL A. Materials to be obtained from same source throughout. B. Plant and laboratory tests and inspections: Take one sample (minimum) at the plant and test according to ASTM D 2172 (Method A) for extraction and gradation. Products may also be taken for inspecting and testing at the job site. PART 3 - EXECUTION 3.01 EXAMINATION A. Verify conditions as satisfactory to receive work of this section. Do not begin work until unsatisfactory conditions are corrected. Beginning work constitutes your acceptance of conditions as satisfactory. B. Verify that subgrade is properly prepared and compacted. See WSDOT Section 2 -05 - Subgrade Preparation. C. Verify that vegetation control product has been applied as specified In Section 02283 - Vegetation Control. 3.0 2 PREPARATION A. Protect surrounding areas and surfaces to prevent damage from work of this section. B. Removals: Coordinate the following under provisions of Section 02050: 1. Saw cutting and removing pavement. 2. Subsurface object removals. 3. Performing other removals shown on the Drawings. C. Prepare, fill, and patch removal areas: 1. Compact exposed subgrade to nonyielding condition, as determined by Construction Manager. 2. Where existing subgrade surface will not produce a nonyielding surface, remove the yielding materials to depth designated by the Construction Manager. 02513- 3 DC NORTH COVERED WALKWAYS SECTION 02513 SPEC. NO. 901303 ASPHALTIC CONCRETE PAVING 13 MARCH 1991 3. Remove surrounding unsuitable subgrade as determined by the Construction Manager. 4. Fill removal areas with structural fill and crushed surfacing base - course in accordance with WSDOT Section 4 -04 and compact to 95% of the maximum dry density determined in accordance with ASTM D -1557. a Apply vegetation control. b. Prime: WSDOT 5- 04.3(5)B. 5. Apply tack coat to existing abutting edges and other structures. 6. Install new asphaltic concrete pavement in removal areas as specified. Match surface and depth of existing adjacent pavement. D. New work: 1. Compact subgrade. 2. Place and compact crushed surfacing base course. a Apply vegetation control. b. Prime: WSDOT Section 5-04.3(5)C. 3.03 ASPHALT PLACEMENT A. Perform the work in accordance with Quality Assurance provisions, References, Specifications, Drawings, and manufacturer's instructions. Where these conflict, the more stringent requirements govern. Except as otherwise specified, follow WSDOT Section 4 -04 - Ballast and Crushed Surfacing, Section 5 -04 - Asphalt Concrete Pavement, and the following: 1. Measurement and payment provisions do not apply. 2. Provide survey line and grade. 3. Use recycled asphalt concrete materials ONLY if approved by Construction Manager. 4. Supply asphalt concrete mix designs. B. Perform asphalt concrete pavement patching over utility trenches as shown on Drawings (as applicable). C. Asphalt concrete: 02513- 4 3.05 CLEANING 3.0 6 PROTECTION DC NORTH COVERED WALKWAYS SECTION 02513 SPEC. NO. 901303 ASPHALTIC CONCRETE PAVING 13 MARCH 1991 1. Place asphalt concrete wearing course. 2. Most satisfactory laydown of the hot mix can be accomplished at temperatures below 300 degrees F. Do not exceed mix temperature of 325 degrees F. 3. Turn the paver and other vehicles gradually to avoid movement or damage to fresh paving. D. Seal coat equipment, preparations, and application: WSDOT 5 -03. 1. Prepare and apply specified product in two -coat applications. 3.04 FIELD QUALITY CONTROL A Request required Inspections and tests. WSDOT Section 5 -04. B. Perform crushed surfacing and asphalt placement work under observation of the Construction Manager who is required to be present at the site or on -call at all times. 1. The presence of the Geotechnical Engineer, Construction Manager, or other authorized representatives of the Owner at the site does not guarantee conformance with the specifications. A Leave areas clean and free of debris and residue from work of this section. A Protect completed work until Construction Manager's acceptance. Prohibit vehicular traffic on completed asphaltic concrete pavement until It has cooled and hardened (not less than 8 hours). Coordinate installation of barricades and warning devices. 3.07 MAINTENANCE A. If ruts, soft spots, or other damages occur, repair as required. 1. Defective work: a. When directed by Construction Manager, sawcut, remove and replace: 1 ) Defective pavement work. 2) Surfaces which do not drain properly. B. Correction of work during guarantee period: Correct imperfections and unequal settlement occurring during life of guarantee. END OF SECT1ON 02513- 5 PART 1 GENERAL 1.01 SECTION INCLUDES A. Work includes, but is not limited to the following: 1. Concrete paving including sidewalks, mowstrips, & miscellaneous concrete. 2. Construction of forms. 3. Placing reinforcing. 4. Placing and finishing concrete mixes. 1.0 2 RELATED SECTIONS 1.03 DC NORTH COVERED WALKWAYS SPEC. NO. 901303 A. Coordinate related work specified in other parts of the Project Manual, including but not limited to the following: Section 01400 - Testing Laboratory Services Section 02200 - Earthwork Section 02528 - Cast -in -Place Concrete Curbs REFERENCES A. See Section 01090 - Reference standards for listed associations, council, institutes, societies, and similar organizations and their full names and addresses. ACI 301 Structural Concrete for Buildings ASTM A185 ASTM C33 -85 ASTM C94 -84 ASTM C171 -69 (1980) ASTM C260 ASTM C309 -81 Steel Welded wire, Fabric, Plain for Concrete Reinforcement SECTION 02514 PORTLAND CEMENT CONCRETE PAVING 13 MARCH 1991 Concrete Aggregates Ready -Mixed Concrete Sheet Materials for Curing Concrete Air Entraining Admixtures for Concrete Liquid Membrane Forming Compounds for Curing Concrete 02514 -1 C 1.05 SUBMITTALS DC NORTH COVERED WALKWAYS SPEC. NO. 901303 SECTION 02514 PORTLAND CEMENT CONCRETE PAVING 13 MARCH 1991 ASTM D1190 -74 Concrete Joint Sealer, Hot - Poured Elastic Type (1989) ASTM D1751 -83 Preformed Expansion Joint Fillers for Concrete Paving and Structural Construction (Nonextruding and Resilient Bituminous Types) APWA Standard Specifications for Municipal Public Works Construction 1.0 4 SYSTEM DESCRIPTIONS A Sidewalk and paving installations: Scored, edged, and broomed finish. Handicapped installations are required to conform to standard APWA requirements. A. Submit certificates as specified in Section 01400 and 01300. 1. Certify: Portland Cement concrete compression, yield, and air content tests/ASTM C94. B. Submit product data as required and as specified in Section 01300. Include joint filler data. Include admixtures curing compound information. C. Submit design mix: Low slump as specified. 1.06 QUAUTY ASSURANCE A. Installer qualifications: To be expert in this line of work, and with 5 years minimum experience in comparable installation. • B. Requirements of regulatory agencies (current as of Project Manual date). 1.0 7 DELIVERY A. In accordance with Section 01600 and the following: 1. Deliver ready -mix. 2. Acceptance at site: Verify concrete satisfactory for immediate installation. 1.0 8 PROJECT SITE CONDITIONS A. Environmental requirements: 02514- 2 c DC NORTH COVERED WALKWAYS SPEC. NO. 901303 1. Allowable concrete temperatures: SECTION 02514 PORTLAND CEMENT CONCRETE PAVING 13 MARCH 1991 a. Cold weather: Maximum and minimum, ASTM C94. b. Warm weather: Maximum concrete temperature 90 degrees F. 2. In addition, to other requirements, in cold weather treat, protect, and prepare the subgrade to be free from frost when the concrete is deposited. 3. Concrete placement will not be permitted when, in the opinion of the Construction Manager, the sun, air temperature, wind or limitations of facilities furnished by the Contractor prevent proper finishing and curing of the concrete in accordance with the requirements of this Specification section. PART 2 - PRODUCTS 2.01 MATERIALS A Formwork, reinforcing, and casting -in- place: ACI 301 - Same as for Division 3 Sections, including air entrainment. B. Paving: Ready -mixed concrete: ASTM C94. 1. Cement type: II 2. Aggregate: ASTM C33 a. Fine aggregate: Natural sand. b. Exposed aggregate for sidewalks: match existing. c. Coarse aggregate for paving: Crushed stone or gravel, within the range of 3/4 to number 4. 3. Slump: 4 inches maximum as certified by the batch plant. 4. Air content: 4.5% tolerance of ± 1.5 %. 5. Strength: 4,000 psi compressive strength at 28 days. a Admixtures: ASTM C260 - Air Entrainment. Admixtures as selected by Contractor and approved in writing by Construction Manager /Engineer. No calcium chloride will be permitted. C. Curing material 1. ASTM C171 for sheet materials. 02514-3 c DC NORTH COVERED WALKWAYS SPEC. NO. 901303 SECTION 02514 PORTLAND CEMENT CONCRETE PAVING 13 MARCH 1991 2. ASTM C309, Type I, Class 8, for liquid membranes. Sonnenborn "Kure -N- Seal ", or approved. D. Protective covering material 1. Waterproof paper or plastic membrane. E Expansion joint filler: 1. Premolded asphalt expansion joints 3/8" thick - full depth. F. Reinforcement: ASTM A185, WWF 6 x 6 - W1.4 unless otherwise shown. Position as directed. 2.0 2 SOURCE QUALITY CONTROL A Tests: May be made at plant prior to delivery. Coordinate as specified in Section 01400. verify conformance with specified requirements prior to placement. 1. Verify that earthwork is completed to correct line and grade. 2. Check that subgrade is smooth, properly compacted to degree specified in Section 02200, and free of frost and excessive moisture. PART 3 - EXECUTION 3.01 PREPARATION A Stake and lay out paving. Conform to radii and standards required, where applicable, by governing authorities. 1. Verify dimensions and shapes. B. Protect surrounding areas and surfaces to preclude damage. C. Assemble formwork to permit easy stripping and dismantling without damaging concrete. 1. Place joint fillers vertical in position, in straight lines. Secure to formwork during concrete placement. Allow for sealant installations over. 2. Position forms and stake to true line and grade. Use subgrade template to establish correct finish grades. 02514-4 DC NORTH COVERED WALKWAYS SPEC. NO. 901303 3.02 REINFORCEMENT FOR SIDEWALKS A Unless otherwise directed, place reinforcement at mid - height of slabs -on- grade. B. Interrupt reinforcement at expansion joints. 3.03 FORMED JOINTS SECTION 02514 PORTLAND CEMENT CONCRETE PAVING 13 MARCH 1991 A. Place joints as shown on the plans. Establish intervals to correct elevation and profile. Align curb, gutter (as applicable), and sidewalk joints. B. Place joint filler between paving components and building or other appurtenances. 3.04 INSTALLATION A. Place in accordance with ACI 301. Install the work in accordance with Quality Assurance provisions, References, Specifications, Drawings, and manufacturer's instructions. Where these conflict, the more stringent requirements govern. Slope surfaces uniformly to an acceptable drainage system. Surface are required to drain properly and away from structures. 1. Conventional cast -in -place concrete: Thoroughly dampen subgrade prior to placing. Spread uniformly between the forms and compact thoroughly. 2. Locate and construct conventional through - Joints and dummy joints as shown on plans or to align with curb expansion joints where walks and curb abut. Support premolded joint filler until concrete is placed on both sides of through joints. a. After concrete has been thoroughly compacted and leveled, float with wood float and finish at the proper time with a steel float. Tool conventional sidewalk edges with 1/2 inch radius edger. b. Score dummy Joint pattern 1/4 inch deep. As directed, brush the surface with a fiber hair brush In a transverse direction. c. Wheelchair, handicapped ramps: To Handicapped Regulation Standards, as applicable. 3.05 FIELD QUALITY CONTROL A. Tests and inspections: Verify that work conforms to Specifications. Include Section 01400, testing of cylinders for slump and air - entrainment in accordance with ACI 301. 02514-5 3.08 PROTECTION 3.09 CLEANING DC NORTH COVERED WALKWAYS SPEC. NO. 901303 END OF SECTION 02514-6 SECTION 02514 PORTLAND CEMENT CONCRETE PAVING 13 MARCH 1991 1. Maintain records of placed concrete Hems. Record date, location of pour, quantity, air temperature, and test samples taken. 3.06 FORM REMOVAL A. Remove as directed. 3.07 CURING AND PROTECTION A Apply curing agent immediately after finishing. Maintain for five days. Do not use white pigmented curing compound. B. Have readily available sufficient protective covering specified. Cover entire day's pour in event of rain or other unsuitable weather. C Protect paving against damage or defacement of any kind until accepted by Owner. 1. Remove unacceptable, damaged, or defaced paving and install as orginally specified. A. Protect paving from traffic, premature drying, excessive hot or cold temperatures, and mechanical injury for seven days minimum or until a flexural strength of 450 pounds per square inch has been attained. A. Leave installation clean. Leave premises clean and free from residue of work of this section. DC NORTH COVERED WALKWAYS SPEC. NO. 901303 PART 1 GENERAL 1.01 SECTION INCLUDES A. Work includes cast -in -place concrete curbing. 1.02 RELATED SECTIONS A. Coordinate related work specified in other parts of the Project Manual including but not limited to the following. Section 01400 - Testing Laboratory Services Section 02200 - Earthwork Section 02514 - Portland Cement Concrete Paving 1.03 REFERENCES A. See Section 01090 for the following standards: WSDOT Washington State Department of Transportation - 1988 Standard Specifications and Plans for Road, Bridge, and Municipal Construction including Standard Drawings. 1.04 DEFINITIONS A. Engineer In WSDOT means Construction Manager. B. Plans in WSDOT means Drawings. C. State in WSDOT means Owner. 1.05 QUALITY ASSURANCE A. Requirements of regulatory agencies current as of Project Manual date. 1.06 PROJECT AND SITE CONDITIONS A. Environmental requirements: 1. Weather: Place only under favorable and approved weather conditions. 02528 -1 SECTION 02528 CAST -IN -PLACE CONCRETE CURBS 13 MARCH 1991 PART 2 - PRODUCTS 2.01 MATERIALS DC NORTH COVERED WALKWAYS SPEC. NO. 901303 SECTION 02528 CAST -IN -PLACE CONCRETE CURBS 13 MARCH 1991 A. Comply with Quality Assurance provisions, References, and specifications. Where these conflict, the more stringent requirements govern. 1. Materials: WSDOT Section 8 -04 - Curbs, Gutters, Spillways, and Inlets. 2. Concrete for curbing and gutters: Same as specified in Section 02514. 3. Profiles: As indicated and as required. Include finish terminations, radii, and other measurements. 4. Expansion joints: Same as sidewalks in accordance with Section 02514. PART 3 - EXECUTION 3.0.1 EXAMINATION A Verify installation conditions as satisfactory to receive work of this section. Do not install until unsatisfactory conditions are corrected. Beginning work constitutes your acceptance of conditions as satisfactory. 3.0 2 PREPARATION A. Protect surrounding areas and surfaces to prevent damage from work of this section. 3.0 3 CONSTRUCTION A. Perform the work in accordance with Quality Assurance provisions, References, specifications, Drawings, and manufacturer's instructions. Where these conflict, the more stringent- requirements govern. Follow WSDOT Section 8 -04 - Curbs, Gutters, Spillways, and Inlets except as specified, and the following: 1. Measurement and payment provisions DO NOT apply. 2. Provide survey line and grade. 3. Align joints in curb with joints in waiK where walk and curb abut. Install expansion joints at ten feet on center all other locations. 02528-2 3.05 CLEANING DC NORTH COVERED WALKWAYS SPEC. NO. 901303 END OF SECTION 02528-3 SECTION 02528 CAST -IN -PLACE CONCRETE CURBS 13 MARCH 1991 4. After form removal, trowel edges to maintain shape, grade, and curb alignment. Trowel both front and back edges to 1 -inch radius. Unless otherwise directed, broom - finish surface including troweled edges to a gritty finish after free moisture has disappeared from the surface. Remove and replace defective work as directed by Construction Manager. Patching not permitted. 3.04 FIELD QUALITY CONTROL A. Inspection and testing: See Section 01400. Inspect and test same as for work of Section 02514. A. Leave areas clean and free of debris and residue from work of this section. DC NORTH COVERED WALKWAYS SPEC. NO. 901303 PART 1 GENERAL 1.01 SECTION INCLUDES A Work includes, but is not limited to the following: 1. Markings, including parking spaces, stripes, and edge stripes, as shown. 1.02 RELATED SECTIONS A Coordinate related work specified in other parts of the Project Manual, including but not limited to the following: Section 02513 - Asphaltic Concrete Paving 1.03 REFERENCES A See Section 01090 - Reference Standards for listed association, council institute, society and the like organization. FS TT -P -115 E -75, Paint, Traffic, Highway Boeing Standards for Design D180-14302-3 City of Tukwila "Road Standards" 1.04 PROJECT CONDMONS A. Environmental requirements: As required by Manufacturer and the following limitations: 1. Surfaces: Cured, treated, and dry. 2. Ambient temperature: Above 40 degrees F. 3. Weather, where exposed to the elements: Not rainy or foggy. 1.05 SEQUENCING AND SCHEDULING A. Phase in properly with Construction Manager. PART 2 - PRODUCTS 2.01 GENERAL A. Products: Factory- mixed, quick -drying synthetic alkyd traffic paint/FS TT- P- 115 -E -75, nonbleeding type. 02580-1 SECTION 02580 PAVEMENT MARKING 13 MARCH 1991 C PART 3 - EXECUTION 3.01 EXAMINATION DC NORTH COVERED WALKWAYS SPEC. NO. 901303 SECTION 02580 PAVEMENT MARKING 13 MARCH 1991 1. Colors: As shown on plans. 2.0 2 ACCEPTABLE MANUFACTURERS AND PRODUCTS A Sherwin - Williams Pro -Mar B29 Series Traffic Marking Paint. B. Miller 8000. C. Preservative Paints No. 33 -555 and 33 -655. A Verify application conditions as satisfactory to receive work of this section. Do not apply until unsatisfactory conditions are corrected. Beginning work constitutes your acceptance of conditions as satisfactory. B. Protect surrounding surfaces to preclude damage from work of this section. 3.0 2 APPLICATION A. Apply parking lot markings in accordance with Boeing Standards Vol. 1, Sec. A -2, Part VII Traffic Markings provisions, Specifications, Drawings, and manufacturer's instructions. Where these may be in conflict, the more stringent requirements govern. 1. Apply paint with Manufacturer - recommended mechanical equipment. a Make uniform straight -edged lines and symbols. 2. Provide additional coats required to produce bright opaque finish. 3.03 CLEANING A Leave applications clean. Leave premises clean and free from residue of work of this section. 3.04 PROTECTION A Until thoroughly dry, protect and barricade painted markings from: 1. Vehicular and pedestrian traffic. 2. Soiling and contamination from foreign materials. END OF SECTION 02580.2 PART 1 1.01 A. 1.02 1.03 1.05 DC NORTH COVERED WALKWAYS SPEC. NO. 901303 GENERAL SECTION INCLUDES Work includes, but is not limited to the following: 1. Catch basins. 2. Storm drainage pipe, extension, and connection. RELATED SECTIONS Section 02200 - Earthwork Section 02050 - Demolition REFERENCES A. See Section 01090 - Reference Standards for Listed Association, institute, society, and like organizations. APWA -81 ANSI /ASTM C443 ASTM 3034 ASTM 3212 ASTM F -477 1.04 DELIVERY, STORAGE, AND HANDLING A. Protection: Use all means necessary to protect materials before, during, and after installation and to protect the installed work and materials of all other trades. B. Replacement: In the event of .damage, immediately make all repairs and replacements necessary to the approval of the Construction Manager and at no additional cost to the Owner. SUBMITTALS SECTION 02720 STORM SEWER 13 MARCH 1991 Standard Specifications for Municipal Public Works Construction Joints for Circular Concrete Sewer and Culvert Pipe; Using Rubber Gaskets PVC Pipe PVC Joints PVC Gaskets A. Submit as specified in Section 01300, composite data sheets on all materials. 02720 -1 c DC NORTH COVERED WALKWAYS SPEC. NO. 901303 SECTION 02720 STORM SEWER 13 MARCH 1991 PART 2 - PRODUCTS 2.01 MATERIALS AND ASSEMBUES A PVC, Type 3034. Joints for PVC pipe shall conform to ASTM C -14CL3 using restrained gasket conforming to ASTM 5477. B. Catch Basins: APWA Type I -C precast concrete inlet catch basins. C. Frame: APWA Std. No. 49, Cast Iron ASTM A48, Cast Steel ASTM A27 or Ductile Iron ASTM A 536 Grade 80- 55 -06. D. Grating: ASTM A27 or ASTM A536, APWA Std. No. 49, C -C, A -A. E. Foundation, Bedding, and Backfili: See as Section 02200. F. Pea gravel drain: All aggregate filter shall be 4 x 8 gravel or pea gravel, washed, per the following: PART 3 - EXECUTION 3.01 CONDITIONS 4 x 8 Grave( % PassinQ Pea Gravel % Passing #1/4 100% #1/2 100% #49 1% #3/8 99% #81 5% #5/16 85% #1 6 2% #1 /4 40% # 4 8% #8 0% A Existing utilities: Locate and flag recorded underground utilities and utility crossings and notify utility companies and agencies of scheduled excavations. Comply with RCW requirements, telephone 1- 800 - 424 -5555 at least two days prior to excavation. B. Inspection: Prior to all work of this section, carefully inspect the Installed work of all other trades and verify that all such work is complete to the point where this installation may properly commence. C. Discrepancies: In the event of discrepancy, Immediately notify the Construction Manager. Do not proceed with installation in areas of discrepancy until all such discrepancies have been fully resolved. 3.0 2 TRENCHING, BEDDING, BACKFILUNG, AND COMPACTING A. See Section 02200 for Excavation, Bracing, Shoring, Bedding, Backfilling, and Compacting. 02720 -2 DC NORTH COVERED WALKWAYS SPEC. NO. 901303 SECTION 02720 STORM SEWER 13 MARCH 1991 3.03 INSTALLATION OF CONCRETE, DUCTILE IRON, AND PIPE A. Preparation of pipe: Inspect all pipe and fittings before being laid. Do not use cracked, broken, or defective pipe in the work. B. Laying and jointing pipe Pipe laying: Take precaution to prevent foreign materials from entering the pipe while it is being placed in the trench. During laying operations, do not place debris, tools, clothing, or other materials in the pipe. Maintain cleanliness of piping throughout installation by providing caps or plugs on ends of piping. C. Line and grade Maximum deviation of sewer piping from true line of grade as established by the Drawings shall not exceed 1/2 inch for line and 1/2 inch for grade. Pipe shall be laid true to the line and grades established. D. Joints and connections 1. Catch basins: Make connections to sewers, manholes, and catch basins in accordance with the Drawings and applicable APWA Standard Details. E Dirt, scale and other foreign matter: Remove as work progresses. Air blow systems or continuously flush out to obtain a clean piping system. Systems shall be approved by Construction Manager before testing starts. F. Leaks in piping: Correct Immediately, using new materials; leak- sealing compounds or peening not permitted. 3.04 INSTALLATION OF CATCH BASINS A. Trenching, backfilling, and compacting: See Section 02220. B. inverts: Establish elevations and pipe Inverts for Inlets and connections as shown. C. Level of basins: Establish correct elevation for base slab. D. Form and place cast -in -place concrete base pad over compacted fill or compacted granular base with provisions for storm sewer pipe end sections. E. Place precast concrete elements in accordance with APWA requirements. F. Mount lid and frame level in grout, secured to top section to elevation shown. 02720 -3 DC NORTH COVERED WALKWAYS SPEC. NO. 901303 END OF SECTION 02720 -4 SECTION 02720 STORM SEWER 13 MARCH 1991 Grout inlet and outlet connections of pipe to precast catch -basin unit. 3.05 INSTALLATION OF PEA GRAVEL DRAIN A Place as detailed. Do not contaminate with other soil. 3.06 CLEANING AND TESTING A. Cleaning and testing shall comply with Standard Specifications. Remove all debris from pipes and catch basins. PART 1 - GENERAL DC NORTH COVERED WALKWAYS SECTION 02750 SPEC. NO 901303 IRRIGATION SYSTEM 13 MARCH 1991 1.01 SECTION INCLUDES A. Work includes, but is not limited to the following: 1. Complete controlled irrigation system for specified plantings and sodding, balanced and ready for operation. 1.0 2 RELATED SECTIONS A. Coordinate related work specified in other parts of the Contract Documents, including but not limited to the following: Section 02822 - Planting 1.0 3 REFERENCES A. Refer to the following standards: ASTM A 120 -84 Pipe Steel, Black and Hot - Dipped Zinc Coated (galvanized, welded, and seamless for ordinary uses) ASTM B 3 -74 Soft or Annealed Copper Wire ASTM D 1784 -81 Rigid Polyvinyl Chloride (PVC) Compounds and Chlorinated Polyvinyl Chloride (CPVC) Compounds ASTM D 1785 -83 Polyvinyl Chloride (PVC) Plastic Pipe Schedules 40, 80, and 120 ASTM D 2241 -84 Polyvinyl Chloride (PVC) Pressure -Rated Pipe (SDR- Series) ASTM D 2466 -80 Polyvinyl Chloride (PVC) Plastic Pipe Fittings, Schedule 40 ASTM D 2564 -80 Solvent Cements for Polyvinyl Chloride (PVC) Plastic Pipe and Fittings ASTM D 2672 -81 Bell -End Polyvinyl Chloride (PVC) Pipe ASTM D 3139 -84 Joints for Plastic Pressure Pipes Using Flexible Elastomeric Seals US Product Standard: PS 22 -70 NSF: National Sanitation Foundation 02750- 1 B. Submit the following: DC NORTH COVERED WALKWAYS SECTION 02750 SPEC. NO 901303 IRRIGATION SYSTEM 13 MARCH 1991 1.04 SUBMITTALS A. Submit the following: 1. Work schedule: Submit a schedule coordinated with related trades 30 days prior to the start of sprinkler work. 2. Submit test certificates and component guarantees. 3. Upon final acceptance of the system, provide: a. Two complete sets of keys and tools necessary to operate, drain, activate, and deactivate the installation. b. Signed and approved sprinkler, plumbing, electrical, and health department permits, as required. 4. Product data: Indicate operation characteristics. Show pressures and losses. No substitutions. 5. Samples: Furnish three 1 -foot long 1 -1/2 inch diameter Class 200 and Schedule 40 (marked) pipe sections. Samples acceptable to Construction Manager may be incorporated into the work. Those rejected will be returned. Indicate materials. 1. Operation and maintenance manual. Included maintenance directions, equipment brochures, and- a. Winterization spring start -up procedures. b. Chart of approximate times for programming controller zones In spring, summer, and fall. c. 8 -1/2 x 11 -inch copies of construction details. d. Replacement parts lists for each item. 2. Composite data sheets: Clearly Identify, in colored ink, specific products used in the field. C. Submit the following: 1. Project record drawings: Prior to backfilling, record underground appurtenances including backflow preventers, valves and drains. Record variations as approved by the Owner. Update daily as the work proceeds. a. Dimension off of two permanent, fixed objects for relocation after burial. 02750- 2 1.05 QUALITY ASSURANCE A. Installer qualifications: Contractor to have at least five years experience performing comparable work. 1.0 6 PREINSTALLATiON CONFERENCE A. Schedule timely on -site meeting with Construction Manager and Landscape Architect. Allow for establishing heights, setbacks, and other reasonable minor adjustments required, without added costs. 1.07 DELIVERY, STORAGE, AND HANDLING A. Package plastic pipe to protect pipe ends, threaded and plain. Minimum pipe lengths: 20 feet. B. Handle carefully to protect materials. 1.08 PROJECT SITE CONDITIONS 1.09 WARRANTY PART 2 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS DC NORTH COVERED WALKWAYS SECTION 02750 SPEC. NO 901303 IRRIGATION SYSTEM 13 MARCH 1991 A. Environmental requirements: Backflll when PVC pipe is not in an expanded conditions due to heat or pressure. Cool pipe by operating the system a short time before backfill, or backfiil in early morning. Avoid heat of the day on straight runs of over 500 feet. A. See Conditions of the Contract for Contract Warranty. Also submit equipment manufacturer's standard warranties. A. Equipment: Manufacturer noted in item specification. Other manufacturers offering comparable equipment (as judged by Construction Manager /Landscape Architect) will be considered only if the specified item is no longer manufactured. 2.0 2 GALVANIZED PRODUCTS A. Pipe: ASTM A 120, Schedule 40, product of domestic manufacturer. 1. Fittings: Malleable B. Coatings (do not add solvent): 1. Below grade: Coat with American Tar - Carbon Elastic No. 2221, or approved equal. Ensure coverage of male threads. If required, heat to increase flow without applying direct flames. 02750- 3 DC NORTH COVERED WALKWAYS SECTION 02750 SPEC. NO 901303 IRRIGATION SYSTEM 13 MARCH 1991 2. Above grade, see referenced ASTM for alkyd finish product required: a. Apply pretreatment primer: Product 21 or 50. b. Apply finish: Product 14 or 15, color matte black. 2.03 PLASTIC PRODUCTS A. Pipe: Pacific Western Pipe, PVC 1120 or 1220, marked with manufacturer's name, class, NSF seal, and date of extrusion run. 1. Surfaces: Uniformly smooth and glossy; exterior and interior walls unblemished by extrusion marks. 2. Products may be prebelled or have individual solvent -weld couplings. 3. Pipe Main: Fabricated from compounds specified In ASTM D 1785, Schedule 40. 4. Pressure -rated lateral pipe: ASTM D1784 and ASTM 2241 Class 200, SDR21. B. Fittings, cement, and thinner: ASTM D 2466, Schedule 40, full size, brands recommended by pipe manufacturer. C. Sleeves: Class 160 PVC. 2.04 EQUIPMENT A. Sprinkler heads: type as indicated on drawings. B. Automatic Control Valves: Weathermatic 8000 CR. Brass body types with shutoff handles (crosshandle) and manual bleed capabilities. Refer to Drawings for sizes required (see Valve Data Chart). C. Valve boxes and meter boxes: 1. Automatic valve boxes: Ametek Jumbo box or Carson 1320B-13B only. 2. Valve boxes for double check and pressure reducing valve: Carson 1730C -12B. Two (2) required. 3. Equip Jumbo boxes with bolting locking device. 4. All boxes shall be "green" in color. D. Backflow preventer: Febco 805Y, double check assembly. Provide gate valves on inlet and outlet side. 02750- 4 DC NORTH COVERED WALKWAYS SECTION 02750 SPEC. NO 901303 IRRIGATION SYSTEM 13 MARCH 1991 E. Automatic controllers: Type as indicated on drawings. F. UL -UF control wires for automatic valves: Insulated, single - strand copper designed for 24 -50 volts. Clearly mark or emboss on the insulation jacket of the wire, UL (Underwriters Laboratories) and OF (Underground Feeder) designations. Copper conductor: Meet or exceed ASTM B 3. Use red, white, and orange insulation colors. C� Electrical wire splices: 3M Scotch -Lok Seal Tac 3567 -77 -78 or 3MDBY. Use all- weather black plastic electrical tape, 3/4 -inch width x 0.007 -inch thickness. H. Sprinkler risers: Install spray heads flush with the finish grade. Mowing equipment to clear lawn spray heads. 1. Include triple swing joint risers or swing pipe as detailed. 2. Lawn sprays adjacent to pavement or curbs. to be set not farther away from pavement and curbs than necessary to ensure lawn edger clearance without damaging the head. i . Service connection: Service connection to existing water lines. No water meter is required. J. Pipe sleeves: Class 160 PVC pipe. K. Pressure - reducing valve: Wilkins 500 pressure reducing valve or approved equal. L. Pressure gauge: Shall be liquid - filled, Ashcroft 1009AL. Include brass gauge cock with each gauge. M. Drain valve: Manual drain valve. Crosshandle 150# WOG, red and white. Provide 1 cubic foot gravel sump with poly sheet cover over gravel at each drain valve. N. Quick coupling valves in planting areas: Rainbird 5 LRC, lock -top, rubber- covered. Provide one coupler key and two lock -top cover keys. Equip valve with U -bolt and angle iron attachment to prevent rotation. 4 Quick - coupling valve for air blowout of the system: Weathermatic V151 L. Provide MPT key to fit. P. Prefabricated swing joint for quick coupling valve: LASCO Schedule 80. Q Stop valve: Mueller H- 10283. R. Water meter: No water meter is required. S. Rainmaster Remote Control 24 PC connector and CMAD (chassis mounted access door). 02750- 5 PART 3 - EXECUTION 3.01 EXAMINATION DC NORTH COVERED WALKWAYS SECTION 02750 SPEC. NO 901303 IRRIGATION SYSTEM 13 MARCH 1991 T. Detectable marking tape: Detectable marking tape for marking irrigation main and pipe sleeves shall consist of inert polyethylene plastic that is impervious to all known alkalis, acids, chemical reagents and solvents encountered in the soil. It shall have a metalic foil core to provide the most positive detection for pipeline locators. The tape shall be blue in color and shall be printed continuously with the words "Caution, Water Line ". The width of the tape shall be recommended by the Manufacturer for the depth of installation. A. Verify installation conditions as satisfactory to receive work of this section. Do not install until unsatisfactory conditions are corrected. Beginning work constitutes your acceptance of conditions as satisfactory. 1. Verify static pressure at point of connection. Notify Construction Manager of available pressure before proceeding. 2. Verify exact location of water sources. 3. Discrepancies in Drawings: Report to Construction Manager and Landscape Architect conflicts or deviations between irrigation and landscape Drawings and the site. Failure to do so before installation of equipment will result in replacing and relocating equipment at your expense. 3.02 PREPARATION A. Prior to the start of work of this section, determine the location of existing above -and below - ground utilities and structures. Conduct the work so as to protect the existing structures and utilities from damage and to prevent service interruptions. 1. In the event of damage, immediately make repairs and replacements necessary for Construction Manager's acceptance. B. Protection: Protect surrounding areas and surfaces to prevent damage from work of this section. 3.03 INSTALLATION A. Install the work in accordance with the specifications, Drawings, and manufacturer's instructions. Conform to the Uniform Plumbing Code, unless otherwise indicated. 1. Location, size, and type of equipment is indicated on system layout. 2. Stake out system before construction begins. Alterations and changes in the layout may be expected in order to conform to site conditions and obtain full and adequate 02750- 6 DC NORTH COVERED WALKWAYS SECTION 02750 SPEC. NO 901303 IRRIGATION SYSTEM 13 MARCH 1991 water coverage. While corrective measures may become necessary, do not make changes or alterations without authorization of the Construction Manager or the Landscape Architect. a. Maintain water coverage. Do not decrease number of heads indicated unless acceptable to the Construction Manager or Landscape Architect. 3.04 TRENCHING AND BACKFILLJNG A. Place earth in backfill free of stones around pipe and fittings. Tamp well. Compact fill to 90% density at optimum moisture content. B. Lifts: 6 inch maximum. Remove roots, rocks, and surplus excavation materials from the site. No adverse trench settlement is acceptable during the warranty period specified in the Conditions of the Contract. C. Place marking tape 6" above lateral when in a common trench with the main. Place tape 6" above main all other locations. 3.05 AUTOMATIC VALVES A. Install automatic valves in valve boxes, as specified. Provide compression coupling on the outlet sides. Flush supply lines before installing automatic valves. Use valve box extensions to ensure that box extends completely below bottom of valve. 1. Install flush with finish grade. 2. Allow 6 inches clear between washed gravel and bottom of valve. 3.06 PIPE AND FITTINGS A. Cut PVC pipe ends perpendicular to the pipe length; clean off cutting burrs before cementing. Use approved reaming tool. Wipe pipe ends clean using rag lightly wetted with PVC thinner. Apply cement with a light coat on the inside of the fitting and a heavier coat on the outside of the pipe. insert pipe into the fitting and apply a quarter turn to seat the cement. Wipe excess cement from outside of the pipe. Cleaning off cutting burrs is MANDATORY. 1. Test pipe as specified in Field Quality Control article, this section. Do no backfiiling other than at the centers of pipe lengths, until the pressure test is complete. 2. Allow solvent weld. Joints at least 15 minutes setup time before moving and handling. Partially center -load to prevent arching and slipping. Allow no water in pipe until after 10 hours minimum to permit solvent weld set and cure. 3. Backfill as specified in this section, when the pipe is not in an expanded condition due to head or pressure. Cool the pipe as specified. 02750- 7 DC NORTH COVERED WALKWAYS SECTION 02750 SPEC. NO 901303 IRRIGATION SYSTEM 13 MARCH 1991 4. Ensure pipe interior is clean. Protect and close pipe ends not being worked. 5. Assemble triple swing Joints with two wraps of teflon tape at each connection. When assembled, joint is required to be watertight but capable of being .adjusted up or down. (No tape required on Lasco prefabricated swing joint.) 6. Before pressure testing, allow 24 hours minimum for solvent weld joints to cure properly. 3.07 GALVANIZED PIPE AND FITTINGS A. Perform touch -up with zinc repair compound as required. 3.0 8 CONTROL WIRES A. Tape wire runs together at 10 -foot intervals. Then tape the bundled runs to the bottom of the supply main, also at 10 -foot intervals, with at least three wraps of electrical tape. 1. Encapsulate splices in the device specified for electrical wire splices. See equipment article, electrical wire splices. Install splices in plastic valve box at valve installations. No splices are permitted between controllers and valves. 2. Include a separate "hot" lead for each automatic valve. Once common wire may be used to reach all valves. Install auxiliary wires as noted on the Drawings. 3. Install auxiliary wires through each intermediate valve box. Loop at least 2 feet of the wire in a coil as it passes through box and at each right angle turn in the main. 4. Minimum size �f copper wire: #14 UF. Color code control wires as follows: Neutral (common wire) white Hot wire red (or black) Auxiliary wire orange 3.09 MAIN LINE A. Install as noted on drawings. 3.10 AUTOMATIC CONTROLLER A. Install controllers "V" and "X" by pedestal - mounting at location shown. Coordinate exact locations with the Construction Manager. Obtain 120 -volt supply from sources as shown on electrical plan. Coordinate with Construction Manager. 02750- 8 3.11 BACKFLOW PREVENTER A. Install preventer as shown and with prior approval of the Construction Manager. Make minor location adjustments required at no additional cost. Include galvanized unions on both inlet and outlet sides. Install double check in specified valve box. 3.12 PRESSURE REDUCING VALVE A. Position valve so pressure adjustment screw Is readily accessible from the top of the valve box. 3.13 PIPE SLEEVES 3.14 SYSTEM FLUSHING 3.15 FiELD QUALITY CONTROL A. Inspections and testing ( c. Purge air from main lines. DC NORTH COVERED WALKWAYS SECTION 02750 SPEC. NO 901303 IRRIGATION SYSTEM 13 MARCH 1991 A. Furnish pipe sleeves where shown. install with 24" minimum cover. Install duplicate where shown on Drawings. Wrap both ends with detectable marking tape and three strands of color coated wire. Extend the wire to finish grade as a marker. A. Flush the entire system before installing sprinkler head. After capping risers, remove cap nearest automatic valve, flush, and recap. Repeat until the last head on the circuit is flushed. 1. Perform inspections and tests under direction of Construction Manager and Landscape Architect. Give 48 hours notice minimum each time inspection is required. 2. Do no backfilling other than centers of pipe lengths (exposed joints) until pressure test is complete and Is accepted by Construction Manager for backfilling. 3. Remove and replace unsatisfactory work such as disorderly installations and poor workmanship. B. Preliminary inspection and pressure testing: 1. Before you request preliminary inspection, complete the following: a. Place pipe and valves (including drain valves and quick - couplers) and other equipment except sprinkler heads. b. Cap risers except first riser from valve on each lateral (one uncapped riser per lateral). 02750- 9 3.16 CLEANUP DC NORTH COVERED WALKWAYS SPEC. NO 901303 02750- 10 SECTION 02750 IRRIGATION SYSTEM 13 MARCH 1991 2. Test of mains and valves: Perform as follows, or test by pressure -drop method with line pressurized to 150 psi with a drop not exceeding 5 psi in 15 minutes and using pump acceptable to Construction Manager and Landscape Architect. a. With valves in place and closed, test at 100 psi minimum for 60 minutes without introducing additional service or pumping pressure. 1 ) Test with one pressure gauge installed on the line where directed. Lines with evidence of visible leakage will be rejected. 2) Correct rejected installations and retest. 3. Test of laterals: Purge air from laterals and cap risers. Open valves and bring system to line pressure. Lateral lines will be inspected visually. Lines with evidence of visible leakage will be rejected. 4. Rejected systems or portions of systems: Repair and retest as specified. C. Final inspection, operation and coverage check: 1. Prior to request for final inspection, accomplish the following: a. Complete the installation Including balancing, system adjusting, pressure reducing valves, flow adjustment keys, nozzles, and so forth, to provide optimum coverage without fogging. Backfill except for valve boxes. b. Present Operations and Maintenance Manual ready for review by Construction Manager and Landscape Architect. Record zones on inside controller face and also on valves. c. Complete Project Record Documents and submit for review by Construction Manager. d. Obtain miscellaneous keys, spare parts, and tools required. Deliver to Construction Manager. e. Clean out sediment from valve boxes so that washed gravel is below bottom of valve, and wiring (including spare wire) is visible. 2. Coverage check: Operate each zone of the system for manual, semiautomatic, and fully - automatic operation for the final inspection. A. Keep premises free from rubbish and debris during installation. Arrange materials so as not to interfere with other operations on the job site. Remove roots, rocks, and surplus excavation from the site. Remove unused material, rubbish, and debris. 3.17 SYSTEM OPERATION DEMONSTRATION 3.18 DEACTIVATION (WINTERIZING) AND REACTIVATING A. By Owner. See note on Irrigation Drawing. END OF SECTION DC NORTH COVERED WALKWAYS SECTION 02750 SPEC. NO 901303 IRRIGATION SYSTEM 13 MARCH 1991 A. Conduct training and orientation session for Owner. Include operation, adjustment, and maintenance of system. Review Project Record Drawings and operations manual. Notify Construction Manager in writing 2 weeks before the training and orientation session. PART 1 - GENERAL 1.01 SECTION INCLUDES A. Work includes, but is not limited to providing benches, tables, and litter receptacles, complete and in place. 1.0 2 RELATED WORK SPECIFIED IN OTHER SECTIONS: A. Section 03301 Architectural Concrete 1.03 SUBMITTALS A. Submit as specified in Section 01300. Composite data sheets on all materials. PART 2 - PRODUCTS 2.01 MATERIALS AND ASSEMBLY A. Benches: Quantity: 10 "Gretchen's Bench" by LFI /Landscape Forms, Model # GR3005 -BA -72 Support Choice: surface mounting /for 3.21 Options: Wood: Redwood Aluminum: Grotto Armrest: Loop B. Picnic Tables: Quantity: 4 "Gretchen's Picnic Table" by LFI /Landscape Forms, Model # GR4305 -30 -54 Support Choice: Surface mounting Options: Wood: Redwood Aluminum: Grotto Seating: Bench style C. Utter Receptacles: Quantity: 2 "Gretchen's Litter Receptacle" by LFI /Landscape Forms, Model # GR5002 -22 -42 Options: Wood: Redwood Fiberglass: Color: Grotto Finish: Matte D. Benches, picnic tables and litter receptacles are available through Hartman Ltd, 2018 Condon Way West, Seattle, WA 98199 (206) 285 -7649. PART 3 - EXECUTION DC NORTH COVERED WALKWAYS SPEC. NO. 901303 3.01 INSTALLATION A. Install in strict accordance with manufacturer's instructions. END OF SECTION 02760- 1 SECTION 02760 SITE FURNISHINGS 13 MARCH 1991 DC NORTH COVERED WALKWAYS SPEC. NO. 901303 SECTION 02800 PLANTING 13 MARCH 1991 PART 1 GENERAL 1.01 SECTION INCLUDES A. Work Includes but is not limited to topsoil, finish grading, sodding, planting trees, shrubs, and ground cover. 1.0 2 RELATED SECTIONS A. Coordinate related work and requirements specified in other parts of the Contract Documents, including but not limited to the following: Section 02750 - Irrigation System Section 02200 - Earthwork 1.03 REFERENCES A. Refer to the following standards: WSDA Washington State Department of Agriculture - Ornamental Evergreen and Deciduous Plants, Nursery Stock Standards (Order No. 1229, 1230, 1321, 1322) American Standard for Nursery Stock, 1980 Sunset Western Garden Book, 1967 Third Edition Hortus Third, Cornell University 1.0 4 SYSTEM DESCRIPTION A. Materials, equipment, and labor for planting, lawns; reestablishing finish grading of planting areas following planting; protection and immediate maintenance; guarantee and replacement; and related items necessary to complete the work indicated. B. Quantities: Determine exact amounts from Drawings. 1.05 SUBMITTALS A. Submit in accordance with Section 01300 and the following: 1. Notification: Within 30 days after the award of Contract, submit documentation that plant materials have been ordered, purchase order number, and sample of each plant species. B. Submit Maintenance Data as specified in Section 01730. Include special directions essential for Owner's maintenance program after guarantee /warranty period expires. Include duplicate copies for landscaping maintenance personnel use during maintenance period. 02800- 1 1.0 6 QUALITY ASSURANCE DC NORTH COVERED WALKWAYS SPEC. NO. 901303 A. Supplier, installer qualifications: Contractor to have at least five years experience performing comparable work. 1.0 7 DELIVERY, STORAGE, AND HANDLING A. Deliver as required. Protect all plant material from harm. Deliver fertilizers in original unopened containers, each bearing manufacturer's guaranteed analysis. Heal -in all rootballs if not planted the same day as delivered. Lay sod within 24 hours of delivery to the site. B. Acceptance at site: Verify undamaged conditions. C. Protection prior to installation: Protect from sun and drying winds from beginning of digging, during transporting, and on site. D. Handle and protect plants, roots, rootballs, and tips to prevent plant injuries. Pick up all plants from the rootball or container, not the trunk. E. Immediately remove unsatisfactory materials from site. 1.0 8 PROJECT SITE CONDITIONS SECTION 02800 PLANTING 13 MARCH 1991 A. Environmental requirements: Plant during periods normal for optimum growth, as determined by season, weather conditions, and accepted practice. You may conduct planting operations under unseasonable conditions, without additional compensation, by accepting full responsibility for subsequent resulting losses. B. Underground condition: 1. Locate utility lines and underground obstructions to avoid damage during excavation. 2. Repair and replace damaged buildings, equipment, underground utilities, irrigation equipment, paving, surfacing, stairs, and other work damaged as a result of your operations. 1.9 SEQUENCING AND SCHEDUUNG A. Coordinate ordering of materials immediately following General Contract award. Ensure that specified sizes and quantities are furnished. 1.10 WARRANTY A. Warranty Period for this work is as stated in General Conditions and begins at Owner acceptance. Warranty period for all plant material shall be one year from date of Owner acceptance. 02800- 2 C DC NORTH COVERED WALKWAYS SPEC. NO. 901303 SECTION 02800 PLANTING 13 MARCH 1991 1 . Guarantee replacement: Acceptance of sample plants does not constitute acceptance of all plants. Final acceptance of plants shall occur at Owner acceptance of the completed project. a. Plant materials: Warrant to be healthy and thriving. b. Remove and replace immediately during the Guarantee Period: Dead, diseased, dying, broken, or missing plant materials (except as noted below). Use specified plant and plant as specified; guarantee until acceptable, active, healthy growth is evident. c. Contractor's responsibility: During Guarantee Period, you are not held responsible for replacing plants destroyed or damaged by vandalism, accidents caused by vehicle (other than yours), or Acts of God, provided that you have exercised due care to protect the work. d. When required replacement time falls during nonpianting season, you may request Owner's permission to defer planting until proper season. If granted, immediately remove dead plants, including roots, from site. e. Backfill pits properly with planting mix. Finish grade and leave in acceptable condition until proper planting season occurs. Replace with plants of same kind and size as those originally planted. Plant as originally specified. PART 2 - PRODUCTS 2.01 MATERIAL- GENERAL A. Comply with Quality Assurance provisions, References, specifications, and manufacturer's data. 1. Plant materials: Meet or exceed following reference standards for quality, size, and condition: a. Washington State Standards for Nursery Stock: Order No. 1627. b. ANSI Z60.1 -1980: Nursery Stock. c. American Joint Committee of Horticultural Nomenclature: Standardized Plant Names. 2. Fertilizer: Conform to referenced FS O- F -24D, Commercial Fertilizers and WSDA Laws. B. Topsoil: Furnish uniform mixture of 1/2 coarse washed sand and 1/2 "Nutramulch ". 02800.3 C. Fertilizer: 1. Plants DC NORTH COVERED WALKWAYS SPEC. NO. 901303 a. Osmocote 18 -6 -12 as top dressing for plant material. b. Agriform 20 -10 -15 planting tablets for planting pits. 2. Lawn a. 10 -20 -20 analysis for first application. b. 6 -2 -4 analysis for second application. D. Plant abbreviations (see Drawings for plant list): E. Sod: Provide sod as follows: 1 . 30% Hybrid Kentucky Bluegrass 50 -60% Turftype Perennial Rye 10 -20% Fine Fescue 02800- 4 SECTION 02800 PLANTING 13 MARCH 1991 B &B Bailed and buriapped S Small BR Bare root M Medium b r Branches L Large cal Caliper EXL Extra large cont Container NCN No common name dia Diameter oc On center gal Gallon tri- spaced Triangular spaced 2. Contains no more than 1% other grasses, none of which is coarse or of undesirable variety. 3 . Free of weeds, pests, and diseases. a. Contains no more than 1% Poa Anna (annual bluegrass). b. Not Tess than 10 months old and not more than 30 months old; healthy and with a dense, vigorous, well developed root structure. c. Grown on fumigated soul with intensive care and cultivation under rigid quality control. d. Cut from fields no more than 24 hours before delivery to job site. e. Cut 18 x 30 -45 inches rolled or slabbed and loaded on pallets. F. Mulch: "Nutramulch ". f PART 3 - EXECUTION 3.01 INSPECTIONS 3.02 PREPARATION DC NORTH COVERED WALKWAYS SPEC. NO. 901303 SECTION 02800 PLANTING 13 MARCH 1991 A. Verify installation conditions as satisfactory to receive work of this section. Do not install until unsatisfactory conditions are corrected. Beginning work constitutes your acceptance of conditions as satisfactory. A. Field measurements: Verify actual layout in relation to Drawings: Make adjustments as required by Construction Manager and Landscape Architect. In grouped planting areas, follow specified distances on center rather than estimated number of plants, be it a larger or smaller quantity. B. Plant locations: After placement of topsoil, stake tree locations for acceptance by Construction Manager and Landscape Architect. Make required field adjustments as directed. Avoid obstructions such as irrigation equipment. Large blocks of planting may be staked out by boundary rather than individual plants. C. Protect the public, adjacent properties, surfaces, and surrounding areas to prevent harm during work of this section. 3.03 INSTALLATION A. Install the work in accordance with References and specifications. 3.04 SOILCONDITIONS A. Verify existing soli conditions for contaminants that may have been discarded by other trades, such as thinner and plaster. Report findings immediately to Construction Manager before placing topsoil. 3.05 NOTIFICATION OF ADVERSE CONDITIONS A. Notify Construction Manager of adverse drainage conditions affecting plant growth. 3.06 FINISH GRADING A. Finish subgrade and obtain approval of Construction Manager before you start planting or place any topsoil. Finish subgrade shall be smooth and conform to the final finish grade after topsoil placement. Allow for added topsoil and mulch in individual plantings as specified. 3.07 PLANTING A. Preparation 1. Before planting, soak dry rootballs. 2. Prune broken roots 1/2 inch or greater in diameter. Make clean cuts. 02800- 5 f DC NORTH COVERED WALKWAYS SPEC. NO. 901303 3. Plant when plant materials are available and weather conditions are consistent with good horticultural practice. B. Sequence: 1. Plant trees prior to placing topsoil over shrubs or lawn areas. 2. Place topsoil over shrub and lawn areas. 3. Plant shrubs, ground cover, and lawn. C. Tree Pits: SECTION 02800 PLANTING 13 MARCH 1991 1 . Dig tree pits and plant according to details prior to placing topsoil. Waste pit spoils evenly over subgrade. 2. If you encounter clay soil or unusual conditions likely to be detrimental to new plantings, notify Construction Manager immediately. 3. Remove unsuitable material excavated from plant holes and dispose of it legally off project site. 4. Install plants with POSITIVE drainage away from rootball, unless otherwise noted. D. Trees & shrubs: Hold plant in center of hole, approximately 2 inches above normal growing position and backfill with specified topsoil approximately halfway. 1. Place plant tablets evenly around rootball: trees (4) 21 gram; shrubs (2)21 gram. 2. Backfill to within 5 inches of finish grade; fill hole with water and allow to settle. 3. Backfill to finish grade. E. Topsoil: Place topsoil to a uniform depth as shown on the plans. F. Ground Cover: Plant in topsoil at specified spacing and as detailed with 1 -5 gram plant tablet per plant. G Osmocote: Broadcast Osmocote over all shrub/groundcover planting beds. Rate: 20 Ibs /1,000 s.f. 3.0 8 TREE STAKING A. Stake as detailed - only those trees noted. 3.0 9 MULCHING A. Before Installing mulch, obtain approval of Construction Manager of planting areas, grades, soil depths, plant locations, and Osmocote broadcasting. B. Provide uniform 2 -inch mulch layer material over cleaned and graded subsurface. 02800- 6 3.10 LAWN BED PREPARATION 3.15 FINAL INSPECTION DC NORTH COVERED WALKWAYS SPEC. NO. 901303 B. Apply fertilizer of 10 -20 -20 at rate of 20 Ib per 1000 sq ft. 3.11 LAWN INSTALLATION A. Sodding: 2. Roll sod to provide uniform surface. SECTION 02800 PLANTING 13 MARCH 1991 A. Fine grade to uniform finish. Follow contours shown. Remove surface rock larger than 3/4 inch diameter. Compact lawn bed areas uniformly to approximately 80 %. 1. Install sod so that joints are tight and smooth on a smooth, moist, lightly compacted surface. Lay sod so that long edges are parallel to contours and perpendicular to slope. Alternate joints in running bond fashion. 3. Adjust grade irregularities as required. Irregularities of 1 inch will be maximum acceptable tolerance. 3.12 MAINTENANCE AND MOWING A. Maintenance of lawn areas: Include watering and mowing with a reel -type mower on soft pneumatic wheels and edging. Continue maintenance until project is accepted. 1. First mowing: Perform when grass first reaches 2 inches. 2. Mow to maintain height of 1 -1/2 inches. 3. Perform on a weekly basis thereafter until grass area, or the project as a whole is accepted. 3.13 FERTILIZATION AFTER FIRST MOWING (SECOND APPLICATION) a After the first mowing, apply post - installation fertilizer (6-2-4) at the rate of 1300 Ib per acre or approximately 30 Ib per 1000 square feet. 3.14 INSPECTION AND EARLY COMPLETION A. After completion of sodding, including the postplanting fertilization that follows the first mowing, Construction Manager and Landscape Architect will review planted areas. Before inspection resod at your expense areas not showing a uniform stand of grass, or areas damaged through another cause. 1. Definition of uniform stand of grass: Complete grass cover. No bare spots. A. Remove defective materials; in their place, install new materials, as specified. Furnish in same variety and current size of existing healthy plant materials, subject to 1 -year guarantee beginning at the date of new installation. Remove any weeds. 02800- 7 3.16 CLEANING DC NORTH COVERED WALKWAYS SECTION 02800 SPEC. NO. 901303 PLANTING 13 MARCH 1991 A. Sweep paving clean. Leave installations properly planted, clean, and orderly; premises free from scatterings and other residue of work. Leave site neat and clean at end of each working day. 1. Remove and legally dispose off site such items as excess earth, clippings, trimmings, leaves, litter, and debris resulting from work of this section. 2. Rake planting areas to an even, fine grade. Wash hard surfaces clean. 3. Remove flag labels from plantings. 3.1 PROTECTION OF COMPLETED WORK A. install barriers as necessary and required to protect the work during Guarantee Period, or for shorter period as directed. END OF SECTION 02800- 8 PART 1 - GENERAL 1.01 DESCRIPTION 1.0 2 TIME OF TRANSPLANTING DC NORTH COVERED WALKWAYS SECTION 02823 SPEC. NO. 901303 TRANSPLANTING OF EXISTING PLANT MATERIAL 13 MARCH 1991 This section includes digging of existing trees and shrubs affected by the new construction, and transplanting that material to new locations in the new park area. Transplant trees between November 1st and March. For any other time, obtain approval of Construction Manager. 1.03 SUBMITTALS None required. PART 2 - MATERIALS 2.01 MATERIALS A. Topsoil, fertilizer, and mulch shall be the same as specified in Section 02822 - Planting. PART 3 - TRANSPLANTING EXECUTION 3.01 PREPARATION A. New locations for tree and shrub reinstallation shall be staked by the Landscape Architect 48 hours prior to digging of trees. Landscape Architect shall be present during plant digging and reinstallation. B. Provide necessary planting safeguards required until early possession is accomplished or for such time as it requires to assure vigorous establishment of the plant material. C. Protect unfinished work when stopping for the day. D. Soil Conditions: Verify existing soil conditions for any contaminants that may have been discarded by other trades (i.e. thinner, plaster, concrete), and report immediately to the Landscape Architect and Owner prior to transplanting. 3.0 2 NOTIFICATION OF ADVERSE CONDITIONS A. The contractor is responsible for adverse drainage conditions affecting plant growth unless he notifies the Landscape Architect of such conditions prior to transplanting. 02823-1 3.03 WATERING & SPRAYING PRIOR TO TRANSPLANTING A. Three days prior to transplanting, if ground is dry, the Contractor shall thoroughly soak each tree to be transplanted. If trees are leafed out, apply antidesiccant spray "Wiitproof" or approved equal per manufacturer's directions two days prior to transplanting. Notify Landscape Architect prior to application of spray. 3.04 TREE REMOVAL 3.05 REINSTALLATION OF TREES DC NORTH COVERED WALKWAYS SECTION 02823 SPEC. NO. 901303 TRANSPLANTING OF EXISTING PLANT MATERIAL 13 MARCH 1991 A. Vertically cut soil beginning at a minimum 2` -0" radius from the tree trunk base, to a depth of 30 ". The intent is to leave as much root as possible on the rootball. Horizontally cut rootball below 30" until loosened from surrounding soil. Vertical and horizontal cuts shall be made cleanly so as to minimize root loss. B. Lift tree from the bottom of the rootball using a backhoe or tree spade. Protect bark by wrapping it with burlap prior to lifting. Lift tree 12" from bottom of hole separating remaining roots from the bottom of the hole with a spade or maddox as the rootball is lifted. Wrap the entire rootball with burlap as soon as it is separated from the bottom of the hole. C. Once the wrapped rootball clears the hole rim transport it immediately to predug planting pits for reinstallation. A Place trees in predug planting pits with the top of the ball at the original relative elevation. Pull burlap back from top of rootball once plants are in the planting holes so that the burlap is not visible. B. Backfill between rootball and plant pit with topsoil mix to within 5" of finish grade and tamp to remove voids. Fill hole with water and allow to settle. Apply "Liquinox E -1" per manufacturer's instructions. The Landscape Architect shall be present during reinstallation. Backfill to subgrade depth. Apply 2" Steerco around the trunk where original mulch is disturbed or removed. Restore existing planting beds to original condition where disturbed. 3.0 6 SHRUBS AND GROUND COVER A. Follow the same procedure as with trees, but with a 12" radius rootball. 3.0 7 PLANT PROTECTION A. Perform transplanting for each tree only when both removal and reinstallation procedures can be completed prior to stopping for the day. 3.08 GUARANTEE A. If any of the transplanted trees dies within one (1) year of transplanting, the Contractor shall replace it with the same species and size. END OF SEC11ON 02823 -2 PART 1 - GENERAL 1.01 SECTION INCLUDES DC NORTH COVERED WALKWAYS SPEC. NO. 901303 A Work will include, but not be limited to the following "commercial" installations: 1. Excavation for post bases. 2. New fence framework, fabric, and accessories as required (see drawings). 3. Concrete anchorage for posts. 4. Modifying existing fences at connection to new fences and relocating existing cantilever slide gate. 1.0 2 RELATED SECTIONS A. Coordinate related work and requirements specified in other parts of the Project Manual, including but not limited to the following: 1.03 REFERENCES Section 02050 - Demolition Section 02831 - Sliding Gates ASTM Al20 -84 - Pipe, Steel, Black and Hot - dipped Zinc - Coated (galvanized) Welded and Seamless, for Ordinary Uses. A. See Section 01090 - Reference Standards for listed association, council, institute, society, and the like organization for its full name and address. SECTION 02830 CHAINUNK FENCES & GATES 13 MARCH 1991 ASTM A153 -82 - Zinc Coating (Hot Dip) on Iron and Steel Hardware ASTM A392 -84 - Zinc Coated Steel Chainlink Fence Fabric ASTM F567 -84 - Installation of Chainlink Fence ASTM C94 -84 - Ready -Mixed Concrete FS RR-F-191-191J-V Fencing, Wire and Post, Metal 1.04 SUBMITTALS A Submit the following: 1. Shop Drawings: Include plan layout, grid, component spacing, accessories, fittings, hardware, anchorages, and component schedule. 02830- 1 1.05 QUALITY ASSURANCE DC NORTH COVERED WALKWAYS SPEC. NO. 901303 A. Manufacturer: Company specializing in commercial quality chainlink fencing with two years experience. B. Installation: ASTM F567. PART 2 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A Anchor Fence Inc. Tel. (206) 483 -9500. B. United States Steel - Cyclone Fence. C. San Jose Steel - (206) 767 -7838. 2.0 2 MATERIALS SECTION 02830 CHAINUNK FENCES & GATES 13 MARCH 1991 A. Framework: ASTM Al20; Schedule 40 - Hot Dip Galvanized Steel Pipe, standard commercial weight, one piece without joints. B. Fabric: FS RR -F -191 Type Galvanized/as specified this section. 2.03 CONCRETE MIX A. Concrete: ASTM C94; Normal Portland Cement; 2500 psi at 28 days; 3 -inch slump; 7/8 inch sized aggregate. 2.04 COMPONENTS A Line posts: 2 -3/8 inch O.D. diameter steel pipe, Schedule 40. B. Corner and terminal posts: 2 -7/8 inch steel pipe Schedule 40. C. Top and brace rail: 1 -5/8 inch diameter, Schedule 40, plain end, sleeve coupled galvanized steel pipe. D. Fabric: Two inch diamond mesh steel wire, interwoven, nine gauge, top selvage twisted tight, bottom selvage knuckle and closed. E. End & Corner Caps: Cast steel or malleable iron, galvanized; sized to post dimension, set screw retained. F. Fittings, sleeves, bands, slips, rail ends, tension bars, fasteners and fittings: Steel, hot dip galvanized. G Tension wire: 7 gauge steel, single strand. Coil, Class III. 02830- 2 ( 2.05 FINISHES DC NORTH COVERED WALKWAYS SPEC. NO. 901303 H. Extension arms: Cast steel to accommodate three strands of barbed wire, single arm, sloped to 45 degrees. I. Barbed wire: 12 gauge wire, three strands, four points at three inch oc zinc - coated steel. A Galvanized fabric: ASTM A392, Commercial Class 1.2 oz. zinc coating on fabric 1.8 oz/sq. ft. coating. B. Galvanized framing pipe: ASTM Al20. C. Accessories: Same finish as framing. D. Vinyl coating: All fence components shall be vinyl coated - thermally fused and bonded PVC, fabric 7 mils minimum, all other components 10 -15 mils. Color: brown. 2.0 6 GATES, GENERAL A. Fabricate gate perimeter frames of all galvanized steel pipe members. Provide additional horizontal and vertical members to ensure proper gate operation and for attachment of fabric, hardware, and accessories. Space so that frame members are not more than 8 feet apart. Fabricate as follows, unless otherwise indicated: 1. Over 6 feet high, or leaf width exceeding 8 feet: 02830- 3 SECTION 02830 CHAINUNK FENCES & GATES 13 MARCH 1991 a. 1 -7/8" O.D. galvanized steel pipe weighing 2.72 plf. 2. Assemble gate frames by welding or have extra heavy malleable corner fittings for rigid connections. Welded frames shall be painted with galvanized paint after welding. Use same fabric as for fence. Install fabric with stretcher bars at vertical edges. Bars may also be used at top and bottom edges. Attach hardware by means providing security against removal or breakage. a Install diagonal crossbracing consisting of 3/8 -inch diameter adjustable length truss rods on gates where necessary to ensure frame rigidity without sag or twist. 3. For barbed wire above gates and fences, extend the end members of gate frames 1 foot above the top member and prepare to receive three strands of wire. Provide necessary clips for securing wire to extensions. 4. Hinged gate hardware: Furnish the following unless otherwise indicated: DC NORTH COVERED WALKWAYS SPEC. NO. 901303 a Hinges: Use pressed or forged steel, or malleable iron to suit gate size. Use non -lift -off type, offset to permit 180 degrees gate opening. Provide a pair of 1 -1/2 -inch hinges for each leaf over 6 feet in height. Securely tack -weld to prevent removal and breakage. Provide 1 -inch maximum gap between the gate post and the back of the gate frame. Allow no more than a 1 -inch gap between the latch post and the leading edge of the gate frame. b. Latch: Forked type or plunger -bar type to permit operation from either side of gate, with padlock eye and a drop pin as integral part of latch. c. Provide lockable support drop pipe as detailed or required. d. Keeper: Provide keeper to automatically engage the gate leaf and hold it in the open position until manually released. PART 3 - EXECUTION 3.01 INSTALLATION A Install framework, fabric, and accessories In accordance with ASTM F567. B. Provide fence 7' -0" nominal height unless otherwise indicated. C. Space line posts at intervals not exceeding ten feet. SECTION 02830 CHAINLJNK FENCES & GATES 13 MARCH 1991 D. Set terminal posts plumb, in concrete footings with top of footing two inches above finish grade. Slope top of concrete for water runoff. Footing depth below finish grade: 3' -0" minimum. E. Provide top rail through line post tops and splice with seven inch long rail sleeves. F. Brace each corner post back to adjacent line post with horizontal center brace rail and diagonal truss rods. Install brace rail, one bay from end posts. C Install center rail on corner. H. Stretch fabric between terminal posts or at intervals of 1000 feet maximum, whichever is less. I. Position bottom of fabric 2 inches above finished grade. J. Fasten fabric to top rail, line posts, braces, and bottom tension wire with wire ties maximum 15 inches on centers. K. Attach fabric to end, corner, and gate posts with tension bars and tension bar clips. 02830- 4 DC NORTH COVERED WALKWAYS SPEC. NO. 901303 L. Install bottom tension wire stretched taught between terminal posts. M. Install barbed wire support arms sloped outward and attach barbed wire; tension and secure. 3.02 RELOCATING EXISTING CANTILEVER SLJDE GATE SECTION 02830 CHAINUNK FENCES & GATES 13 MARCH 1991 A Relocate existing gate as shown. Complete reinstallation so that gate is complete, and capable. END OF SECTION 02830- 5 PART 1 - GENERAL 1.01 SECTION INCLUDES: This section includes the park area slab, and mowstrips which Is to be a very fine architectural sand blasted matte finish with a saw cut grid pattern. 1.02 QUALITY ASSURANCE DC NORTH COVERED WALKWAYS SPEC. NO. 901303 SECTION 03301 ARCHITECTURAL CCNCRETE 13 MARCH 1991 All concrete work shall be done with extreme care by "approved" experienced personnel. Any work which does not conform to the approved sample panel shall be rejected, removed, and redone. Prior to the beginning of construction, the Contractor's personnel shall review, with the designer, an existing example of the proposed finish at the Boeing Developmental Center Bus Stop to assure complete understanding by the Contractor of the desired finish. A. TESTING 1. General: Boeing shall retain a testing laboratory, qualified by the United States Bureau of Standards, to provide material testing services which will meet basic requirements of ASTM E329 -70, Standards of Recommended Practice for Inspection and Testing Agencies for Concrete and Steel as used in construction. Reinforced concrete material testing shall be made In accordance with the ACI Manual of Concrete Inspection, and appropriate American Society for Testing Materials Standards. 2. Concrete Mix Designs: Submit to the Inspector, concrete mix designs proposed for use, and make written request for approval. 3. Strength Tests: The testing laboratory shall test the Contractor's materials for compliance with specifications and drawings. Review and check Contractor's proposed mix designs. Conduct strength tests of concrete in accordance with the following procedures: - Secure composite samples from the same batch in accordance with "Method of Sampling Fresh Concrete" ASTM C 172. -Mold three specimens from each sample in accordance with "Methods of Making and Curing Concrete Compression and Flexure Specimens in the Field" ASTM C 31, and cure under standard moisture and temperature conditions. -Test two specimens at 28 days, one at seven days, in accordance with "Method of Test for Compressive Strength of Molded Concrete Cylinders" ASTM C 39. 03301- 1 DC NORTH COVERED WALKWAYS SECTION 03301 SPEC. NO. 901303 ARCHITECTURAL CONCRETE 13 MARCH 1991 -Make one strength test for each 100 cubic yards or less for each class of concrete placed each day. Pick up cylinders from job site within 24 hours. 4. Slump Tests: In accordance with referenced inspection manual. 5. Evaluation of Tests and Acceptance: In accordance with Chapters 17 and 18, ACI 301 -66. 1.03 SUBMITTALS A. Submit certificates as specified in Section 01400 and 01300. 1. Certify: Portland Cement concrete compression, yield, and air content tests /ASTM 094. B. Submit product data as required and as specified in Section 01300. Include Joint filler data. Include admixtures curing compound information. C. Submit design mix: Low slump as specified. PART 2 - PRODUCTS 2.01 MATERIALS A. CEMENT Conform to "Specifications for Portland Cement" ASTM C150 -68, Type II. Do not use different cements or different brands of cement interchangeably in the same element or portion of the work; use one brand and color of cement for all exposed concrete. B. AGGREGATES Conform to "Specifications for Concrete Aggregates" ASTM C 33 -69. Fine and coarse aggregates shall be regarded as separate ingredients. Each size of coarse aggregate, as well as the combination of sizes when two or more are used, shall conform to the grading requirements of the appropriate ASTM specifications. C. WATER Mixing water shall be clean and free from injurious amounts of oil, acids, alkalis, salts, organic materials, or other substances that may be deleterious to concrete or steel. D. CRUSHED ROCK BASE Crushed rock base shall be 5/8 inch minus. 03301- 2 2.0 2 PROPORTIONING A GENERAL Concrete for all parts of the work shall be homogeneous and when hardened, shall have the required strength, resistance to abrasion, watertightness, appearance, resistance to deterioration, durability, and other specified properties. B. STRENGTH Strength Min. Cement Content (psi) Sacks per Cu. Yd, 4,000 6 Slab & Mowstrip The minimum cement contents above may be reduced by 1/2 sack per cubic yard when an approved water reducing additive is used. C. SLUMP DC NORTH COVERED WALKWAYS SPEC. NO. 901303 Slump for concrete as determined by "Method of Test for Slump of Portland Cement Concrete" ASTM C 143 -69, shall be as follows: 1. Slabs & Mowstrip 2 -4 Inches SECTION 03301 ARCHITECTURAL CONCRETE 13 MARCH 1991 Make one test for each batch of concrete and at least one test per hour during a continuous pour. D. AGGREGATE SIZE Maximum size of the aggregate is 3/4" but not larger than one -fifth of the narrowest dimension between sides of forms, one -third of the depth of slabs, or three - fourths of the minimum clear distance between reinforcing bars and side forms. See structural drawings for other requirements. E. ADMIXTURES 1. Air - Entraining Admixtures, Pozzolanic Materials, and Propietary Chemical Admixtures: Use in accordance with manufacturer's recommendations. 2. Coloring: Add three (3) pounds of Lamp Black per cubic yard. F. PROPORTION OF INGREDIENTS Proportion ingredients to produce the proper piaceability, durability, strength, and other required properties. Proportion ingredients to produce a mixture which will work readily into the corners and angles of the forms, and around reinforcement by the methods of placing and consolidation employed on the work, but without permitting the materials to segregate, or excessive free water to collect on the surface. 03301- 3 2.03 MIXING A. STANDARDS Mix and transport ready -mixed concrete in accordance with "Specifications for Ready -Mixed Concrete" ASTM C 94 -69. B. SLUMP Mix concrete only in quantities for immediate use. Do not make Indiscriminate addition of water to increase slump. When concrete arrives at the project with slump below that suitable for placing, water may be added only if the maximum permissible water- cement ratio or the maximum slump is not exceeded, and only at the direction of the Construction Manager. C. TEMPERATURES DC NORTH COVERED WALKWAYS SECTION 03301 SPEC. NO. 901303 ARCHITECTURAL CCNCRETE 13 MARCH 1991 The as -mixed concrete temperature shall not be less than 55 degrees F when the ambient temperature falls below 40 degrees F. If water or aggregate has been heated, combine water with the aggregate in the mixer before cement is added when the temperature of the mixture is greater than 100 degrees F. 2.0 4 EXPANSION JOINTS Premolded expansion joint (3/8 "). 2.05 JOINT SEALANT Sikaflexl a over all premolded expansion joint filler. 2.0 6 PENETRATING SEALER "Lapidolith" penetrating sealer available from Charles Watts Co. (783- 8400). (As per manufacturer's instructions). 3 coats min. PART 3 - EXECUTION 3.01 PREPARATION A. SUBGRADE Subgrades for all concrete work shall be constructed true to the grade and cross- section as shown on the plans. All soft and spongy material shall be removed to a depth of not less than 6 inches below subgrade elevation. All subgrades shall be watered or dried as necessary and compacted to a relative compaction of 95 percent of that determined AASHO Designation T 180, Test Method "C ". The compaction shall be completed before crushed rock base or any forms are constructed. 03301- 4 B. CRUSHED ROCK BASE Compact to 95 percent as determined by AASHO T -180 C. 3.0 2 FORM WORK A. All forms shall be smooth, mortar - tight, true to the required lines, grades, and dimension, of sufficient strength to resist springing out of shape during the placing of concrete, and shalt have a smooth, straight upper edge. All dirt, chips, sawdust, and other debris shall be removed from the forms before any concrete is deposited therein. Forms previously used shall be thoroughly cleaned of all dirt, mortar, and foreign matter before being reused. Before concrete is placed in forms, all inside surfaces of the form shall be thoroughly coated with form oil of a type as approved. Use full height forms. Piecing form boards with narrow battens or scabs, to compensate for insufficient board width, will not be permitted. Forms shall be held rigidly in place by steel stakes placed at intervals not to exceed four feet. Clamps and braces shall be used where required to ensure rigidity of the forms. Spreaders are not allowed in the seat wall to avoid blemishes or patching. 3.0 3 PLACING REINFORCING A. Wire Fabric DC NORTH COVERED WALKWAYS SPEC. NO. 901303 Reinforcing mesh shall be lapped at least six inches, securely tied, and supported at the proper elevation by suitable chairs or concrete "dobie" blocks. Mesh in slabs 6" x 6" x 10x 10 gauge. 3.04 JOINTS AND EMBEDDED ITEMS A CONSTRUCTION JOINTS At expansion Joints only. B. EXPANSION Where shown or called out only. O WORK OF OTHER TRADES Build in items specified In other Sections of these specifications, not previously installed. 03301- 5 SECTION 03301 ARCHITECTURAL CONCRETE 13 MARCH 1991 3.05 PLACING A SLAB DC NORTH COVERED WALKWAYS SPEC. NO. 901303 3.07 CURING SECTION 03301 ARCHITECTURAL CONCRETE 13 MARCH 1991 Deposit in alternating placements to conform to the construction joints shown. Deposit continuously, or In layers of such thickness that no concrete will be deposited on concrete which has hardened sufficiently to cause the formation of seams or planes of weakness within the section. If a section cannot be placed continuously, locate construction joints at grid points only. 3.0 6 WEATHER CONDITIONS A PROTECTIONS Provide a suitable covered structure over all paving for protection during placement and curing. Do not allow rain water to increase the mixing water or to damage the surface finish. ANY DAMAGED SURFACE SHALL BE REMOVED. B. PLACING TEMPERATURE 1. Cold Weather: When the ambient temperature falls below 40 degrees F, the minimum temperature of concrete as placed shall be 50 degrees F. A GENERAL Protect freshly deposited concrete from premature drying and excessively cold temperatures, and maintain without drying at a relatively constant temperature for the required period of time. B. INITIAL CURING Immediately follow the finishing operation. Keep continuously moist by one of the following methods: 1. Ponding or continuous sprinkling. 2. Absorptive material of fabric kept continuously wet. 3. Vapor mist bath. 4. Curing compounds conforming to "Specifications for Liquid Membrane - Forming Compounds for Curing Concrete" ASTM C 309 -58. O FINAL CURING Immediately following initial curing, and before concrete has dried, accomplish additional curing by one of the following methods or materials: 1. Continue method used in initial curing. 03301- 6 2. Waterproof paper conforming to "Specifications for Waterproof paper for Curing Concrete" ASTM C 171 -69. 3. Other moisture - retaining coverings as approved. D. DURATION OF CURING Continue final curing until the cumulative number of days or fractions thereof (not necessarily consecutive) during which temperature of the air in contact with the concrete is above 50 degrees F has totaled 7 days. Prevent rapid drying at the end of the curing period. 3.0 8 PROTECTION A TEMPERATURE DC NORTH COVERED WALKWAYS SPEC. NO. 901303 1. Cold Weather: When the mean daily temperature of the atmosphere is less than 40 degrees F, maintain temperature of the concrete between 59 degrees F and 70 degrees F for required curing period. When necessary, make arrangements for heating. (COVERING, INSULATING OR HOUSING IN ADVANCE OF PLACEMENT, ADEQUATE TO MAINTAIN REQUIRED TEMPERATURE AND MOISTURE CONDITIONS IS MANDATORY.) 2. Excessive Temperature Changes: Changes in temperature of concrete shall be as uniform as possible and shall not exceed 5 degrees F in any one hour or 50 degrees F in any 24 -hour period. B. PROTECTION FROM MECHANICAL INJURY During the curing period, protect concrete from damaging mechanical disturbances, particularly Toad stresses, heavy shock, and excessive vibration. Protect finished concrete surfaces from damage caused by construction equipment, surfaces from damage caused by construction equipment, materials, or methods, or by rain or running water. 3.09 FINISHING AND REPAIRING A GENERAL Concrete work which does not conform to requirements of contract drawings, including strength tolerances and finishing SHALL BE REMOVED AND REPLACED. 3.10 CONCRETE SLAB FINISHES A GENERAL SECTION 03301 ARCHITECTURAL CONCRETE 13 MARCH 1991 .Screed slabs to true levels or slopes. Tamp to bring sufficient mortar to surfaces for proper finish, and screed to required level. Tolerances at troweled finishes shall be within 1/8 inch in 10 feet as determined by a 10 -foot straightedge placed anywhere on the slab In any direction. 03301- 7 DC NORTH COVERED WALKWAYS SPEC. NO. 901303 B. LIGHT TROWEL FINISH (BEFORE SAND BLASTING) Wait until surfaces are dry enough for proper finishing; until water sheen has disappeared from surface. Do not use chemical dryers, neat cement, or mixtures of cement and sand to absorb wet spots or stiffen mix; float to seal surface and achieve final leveling. Float as for Float Finish. As surface hardens, steel trowel to produce a smooth surface free of defects. C. DEFECTIVE WORK SECTION 03301 ARCHITECTURAL CONCRETE 13 MARCH 1991 Sawcut grid pattern prior to sandblasting. Remove and replace any surfaces which show excessive shrinkage cracks, and any slabs not meeting tolerances previously specified. D. SAND BLASTED FINISH 1. GENERAL Sand blasting shall only be done by an approved specialist. Submit a list of five projects requiring the same or similar finish, the Owner's name, Architect's name and telephone number. 2. FINISH The finish shall match that of the Bus Stop at the Main Entrance to the Boeing Developmental Center. 3. SAMPLE PANEL 5 - 12 inch square sample panels shall be constructed on site during the initial placement. Prior to beginning the sand blast finish, sand blast test samples shall be made in the presence of the designer until an acceptable texture is achieved. The sample approved by the designer shall be kept on site to compare conformance for the rest of the work. Treat the rejected samples with the approved sealer prior to use on the final slab to test the reaction of the sealer as well. ALL SAMPLES SHALL BE DONE IN THE PRESENCE AND FOR THE APPROVAL OF THE DESIGNER. E. SAWCUT GRID 1. GENERAL The grid pattern shall be sawcut into the sand blasted concrete as shown and as detailed. All sawcutting shall be done by specialists. All grid lines shall be done directed saw. Approved specialists include: Concrete Pacific Sawing & Drilling inc., Meridian, Puyallup, WA 98371. Contact Pete Lequalt, phone (206) 03301- 8 on the plan with a laser 4418 North 838 -3500. 2. EXECUTION All grid lines shall be straight and true with no perceivable variation, all parallel lines, as shown. Depth and width of cut as detailed. F. JOINT SEALER DC NORTH COVERED WALKWAYS SECTION 03301 SPEC. NO. 901303 ARCHITECTURAL CONCRETE 13 MARCH 1991 Provide sealer over all premolded expansion joint filling. Color to match concrete. Cut off expansion Joint material to 1/4 inch below surface to allow for sealant. Sealant surface shall be flush with finish surface of slab. G PENETRATING SEALER Do not use anything other than that specified without approval. Use on test samples before application. END OF SECTION 03301- PART 1 - GENERAL 1.01 SECTION INCLUDES A. Work includes all metal parts and fasteners for canopies. 1.0 2 RELATED WORK SPECIFIED IN OTHER SECTIONS: A. Section 07400 Preformed Roofing Section 09900 Color Coating 1.03 SHOP DRAWINGS A. Show complete details of fabrication, methods of Installation and other pertinent items. See drawings for requirements. PART 2 - PRODUCTS 2.01 MATERIALS A. Best commercial quality, suitable for the intended purpose. Structural rolled shapes and plates shall conform to ASTM A36. Anchor bolts shall conform to ASTM A307, size and embedment as shown on drawings. Welding electrodes shall conform to ASTM A233, Class E60. 2.02 FABRICATION OF MISCELLANEOUS METAL A. Form to accurate sizes and shapes, with sharp tines and angles. Punch and shear to leave clean surfaces. Weld connections on shop fabricated items; weld or bolt with high strength bolts for job connections. Welding by WABA certified welders. Provide holes and connections for work of other trades. B. All steel fabrication and erection shall conform to the AISC Steel Construction Manual, 9th Edition. 2.0 3 JOINTS AND FASTENINGS Detail for ample strength and stiffness as Indicated on drawings; where items are visible, detail connections to be concealed where feasible. 2.04 LEGS, RAILS, AND BEAMS. A. Standard structural aluminum shapes, sizes and weights noted on drawings. Bolt or weld members together if so indicated; tap for other work where required. 2.05 ALL OTHER ITEMS DC NORTH COVERED WAUCWAYS SECTION 05500 SPEC. NO. 901303 MISCELLANEOUS METALS 13 MARCH 1991 A. Fabricate all other metal items shown in the drawings or required to complete the work using best methods of the trade and standard practice. 05500- 1 PART 3 - EXECUTION 3.01 ERECTION DC NORTH COVERED WALKWAYS SECTION 05500 SPEC. NO. 901303 MISCELLANEOUS METALS 13 MARCH 1991 A. Connections shall be made in the field in accordance with standard specifications and as detailed on the drawings and approved shop drawings. Firmly erect to true lines. Provide for rigid and permanent anchorage. Touch up field connections and damaged areas as installation proceeds. Leave exposed surfaces clean and free of defects. 3.02 TOUCH -UP AND FINISH PAINTING A. Repair Touch up field connections and other damaged areas as installation proceeds. B. Finish Coat Refer to Section 09900 for finish coating of aluminum and steel items. END OF SECTION 05500- 2 C PART 1 - GENERAL 1.01 METAL WORK SPECIFIED ELSEWHERE A. Section 09900 - Color Coating 1.02 DESCRIPTION A. This section includes fabrication and installation of handrails and miscellaneous steel. 1 .03 QUALITY ASSURANCE A. Standards Conform to American Institute of Steel Construction (AISC) "Specifications for the Design, Fabrication and Erection of Structural Steel for Buildings ", and "Code of Standard Practice for Steel Buildings and Bridges ", and "American Welding Society" (AWS) "Standard Code for Welding in Building Construction ". B. Building Code Conform to requirement of Uniform Building Code as supplemented and modified herein. 1.04 SUBMITTALS A. Shop Drawings Submit for approval prior to fabricating in accordance with General Provisions and Special Provisions. Show dimensions, details, welds, and necessary accessory items, include all information necessary for fabrication and for erection. Verify dimensions and correlated work with adjoining work. PART 2 - PRODUCTS 2.01 HANDRAILS DC NORTH COVERED WALKWAYS SPEC. NO. 901303 A. Steel railings including pipe inserts in concrete shall be standard - weight steel pipe conforming to ASTM Specification A53. Pipe shall be 1 -1/2 inch size. SECTION 05520 HANDRAILS 13 MARCH 1991 2.02 GALVANIZING A.. Comply with ASTM A 386 -65 for zinc coatings on assembled steel products. Weight of coating per Table I for class and thickness of material to be coated. Galvanize after fabrication. 05520-1 c 2.03 PRIMER A PART 3 - EXECUTION 3.01 INSTALLATION A Fabrication B. Installation in Concrete DC NORTH COVERED WALKWAYS SPEC. NO. 901303 • •: °�:• �,,•: : • • • •: :& END OF SECTION 05520 -2 SECTION 05520 HANDRAILS 13 MARCH 1991 Jointing of post and rail shall be by mitered and welded joints made by fitting post to top rail and intermediate rail to post, groove welding joints, and grinding smooth. Railing splices shall be butted and reinforced by a tight- fitting interior sleeve not Tess than 6 Inches long. Handrails shall be hot -dip galvanized after fabrication. Finish shall be smooth with no sharp or protruding burrs (as determined by the Boeing Representative). Rails shall be installed by means of steel pipe sleeve inserts set and anchored in the concrete as Indicated. Posts shall be inserted into the steel pipe sleeves, leveled, plumbed, and aligned. The annular space between pipe posts and pipe sleeve Inserts shall be filled solid with molten lead or quick - setting hydraulic cement. Anchorage joint shall be covered with pipe collar pinned to post. PART 1 GENERAL 1.01 DESCRIPTION OF WORK DC NORTH COVERED WALKWAYS SPEC. NO. 901303 SECTION 07400 PREFORMED ROOFING 13 MARCH 1991 A. All canopy roof and /or wall units for exterior closure and associated trim as indicated on drawings. 1.02 QUAUTY ASSURANCE A. H.H. Robertson Company, U.S. Building Products Division, 400 Holiday Drive, Pittsburgh, PA 15220, products establish a minimum of quality required. B. Manufacturer and erector shall demonstrate experience, of a minimum of five (5) years, in this type of project. 1.03 SUBSTITUTIONS A. The materials, products, and equipment specified in this sections establish a standard of quality of required function, dimension, appearance and quality to be met by any proposed substitution. B. No substitution will be considered unless written request for approval has been submitted by the bidder and has been received by the Construction Manager at least ten (10) days prior to the date for receipt of bids. C. Each such request shall include the name of the materials or equipment for which it is to be substituted and a complete description of the proposed substitute, including drawings, cuts, mockups, performance and test data and any other information necessary for evaluation. D. A statement setting forth any changes in other materials, equipment, or work, that incorporation of the substitute would require, shall be included. The burden of proof of the merit of the proposed substitute is upon the proposer. The Construction Manager's decision of approval or disapproval of a proposed substitution shall be final. Substitutions shall meet the requirements of paragraph 1.04. 1.04 PERFORMANCE TESTING A. Color Change and Fade Resistance A sample shall withstand a minimum of 60 days EMMAQUA weathering test exposure (Exterior Equatorial mount with weathering test with mirrors and water spray) and /or 200,000 Langleys of ultra - violet radiation without cracking, peeling, blistering, or loss of adhesion. Maximum color change, after removal of all exterior or surface deposits such as dirt or chalk, shall not exceed 2 NBS units. 07400- 1 C. Coating Systems Integrity Test 1.05 SUBMITTALS PART 2 - PRODUCTS 2.01 MATERIALS & FINISH DC NORTH COVERED WALKWAYS SPEC. NO. 901303 B. Abrasion - Resistant Test for Coating System 07400- 2 SECTION 07400 PREFORMED ROOFING 13 MARCH 1991 A flat specimen shall be subjected to abrasion- resistance test. Test shall be conducted in accordance with ASTM D968 (Falling Sand). Coating system shall resist abrasion to extent indicated by use of not less than 175 liters of sand (Versacor AF) to product the exposure of 3.9 mm diameter area of bare metal. (For Versacor DF: 100 liters of sand). A sample shall withstand a salt -fog test for a minimum of 1250 hours (Versacor AF) in accordance with ASTM B117, including scribe requirement in test. Immediately upon removal of specimen from test, coating system shall show no signs of cracking, peeling, blistering or loss of adhesion. (For Versacor DF no more than #9 -8 blisters along scribe at 1,000 hours). A. Submit erection /shop drawings for each product specified showing all erection procedures and accessories required. See other requirements on the drawings. A. Sheets: ASTM A366; before forming, chemically clean, then hot -dip zinc coating to G -90 thickness. Next, apply flexibilized base coat to a total dry film thickness of 3 mils t 0.1 mil (both sides). Final color coating is shown on the drawings. 1. Textured specially modified polyester color coat applied under minimum 350 F heat and pressure. Nominal thickness - -color coat - -6 mils. Color shall be uniform throughout finish color coat. (Versacor AF). Color coat shall be applied to both sides. B. Color Variance: Not vary more than .05 NBS units from the master standard through use of a color difference meter. C. Field applied painting will not be acceptable except for minor touch up. D. Forming: Continuous end - rolling method, uniform across cross - section of units. E. Fasteners" 400 Series stainless steel. Dished washers stainless steel with bonded neoprene, headed with integral washers. PART 3 - EXECUTION 3.01 FABRICATION DC NORTH COVERED WALKWAYS SECTION 07400 SPEC. NO. 901303 PREFORMED ROOFING 13 MARCH 1991 A. Comply with dimension, profile limitations, gauges and fabrication details shown and, if not shown, provide Robertson's standard product fabrication. B. Fabricate components of the system in factory, ready for field assembly. C. Fabricate components and assemble units to comply with performance requirements specified. D. Apply specified finishes in conformance with manufacturer's standards, and according to manufacturer's instructions. 3.02 INSPECTION A. Examine alignment of structural aluminum and related supports prior to installation and do not proceed until the defects are corrected. 3.03 FASTENERS A. Secure units to supports. B. Place fasteners as indicated in manufacturer's standards. 3.04 INSTALLATION AND ERECTION A. Install metal roof, fasteners, and related items in conformance with approved drawings and specifications. 3.05 DAMAGED MATERIAL A. Repair or replace all damaged material to satisfaction of the Construction Manager. END OF SECTION 07400- 3 DC NORTH COVERED WALKWAYS SECTION 09900 SPEC. NO. 901303 COLOR COATNG 13 MARCH 1991 PART 1 - GENERAL 1.01 DESCRIPTION OF WORK A. All that in connection with color coating indicated for canopies and specifically described in this Section. Include painting of exposed unpainted electrical items (i.e. conduit, exposed surfaces of panel boxes) except those occurring in unfinished spaces. 1 .02 RELATED WORK SPECIFIED IN OTHER SECTIONS: A. Section 05500 Miscellaneous Metals Section 07400 Preformed Roofing 1.03 SUBMITTALS A. Materials List Submit complete and detailed list of materials proposed for use on work. B. Samples C. Maintenance Materials D. Manufacturer's Data PART 2 - PRODUCTS 2.01 ROOF Submit samples from colors selected on materials to which coating is to be applied. Prepare samples, apply coats as specified for finish work. Approved samples will be used for job comparison. Leave one gallon of each type of coating, in each color used in that type, for maintenance purposes. Label for positive identification; store where directed. Submit 2 copies of manufacturer's specifications, including analysis and application instructions for each material specified. A. See Section 07400 - Preformed Roofing. 09900- 1 2.02 TYPE 1 CANOPY- STRUCTURE (Legs, rails, beams, gutters, trim & miscellaneous, bolts, nuts, washers, etc.) A. Organic Coating Finish Finish shall be Fluoropolymer Organic Coating formulated with a minimum of 70% Kynar 500 Resin as manufactured by Pennwalt Corporation in a color shown on the plans. Coating shall be applied by a licensed applicator in strict accordance with the coating formulator's instructions. Applied coating shall meet or exceed AAMA 605.1 specification for high performance organic coatings on architectural extrusions or panels. Licensed applicators Include: 1. Fentron Industries 2. M & M Finishers, Inc. 3. Metal Finishers, Inc. 2.03 ELECTRICAL CONDUIT & FITTINGS A. Metal Primer B. Exterior Acrylic Latex Emulsion, Flat. DC NORTH COVERED WALKWAYS SECTION 09900 SPEC. NO. 901303 COLORCOATNG 13 MARCH 1991 (206) 782 -2000 (206) 243 -0400 (206) 633 -4006 PART 3 - EXECUTION 3.01 GENERAL A. Apply materials in accordance with manufacturer's directions. END OF SECTION 09900- 2 ro ect: Type ofl io ,. / n � Addre Date Called: led; —7-Z7--:Y Sp al ns ru ions: ... 30 _ , a 4 1 - , Date Wanted: / /2 / Pm Requestor: e–J, ‘.1—(4/34a)-) Phone No.: 6J* g •• CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD et Retain a copy with permit (206) 431 -3670 Inspector: e., ❑ Corrections required prior to approval. Date: j2a3 -�r ❑ $30A0 REINSPECTIO FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. PROJECT: I I M AAA / PERMIT NO. L 3 SITE ADDRESS: hit Gk/If t /A./ DATE CALLED: L TYPE OF INSPECTION: f ' 1' ' DATE WANTED: ' ° .m. SPECIAL INSTRUCTIONS: I A' V'--- REQUESTER: PHONE NO.: / f )(p'7 � , cp(jC� -`, INSPECTION RESULTS /COMMENTS: INSPECTOR: _ APP F )�/- IIKK i ;4 y DATE: — 0 CITY OF TUKW1LA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTIOk RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: 17)1e td? q 06 ' . • ,.. / / I PERMIT NO. 27 413 DATE CALLED: C g o / SITE ADDRESS: 3, 4 TYPE OF INSPECTION: 4 ,:j.,, A. .,/ ..1 M4 DATE WANTED: OP REQUESTER: D6r21 ( IMO SPECIAL INSTRUCTIONS: PHONE NO.: - 26p INSPECTION RESULTS/COMMENTS: Crun- L., -- i r ...—.....- INAPECTOR! DATE: 9 - II- 1 i CI7Y OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431-3670 INSPECTION RECORD 6300 Southcenter Boulevard - #100 Tukwila Washington 98188 PROJECT: _, i_ .. _ _ , ___ PERMIT NO. (>4L/3D DATE CALLED: _ 2„ a _ SITE ADDRESS: _ _ TYPE OF INSPECTION: 0 L,i---7 t c90 / 1,4 / . 77 �0 .- DATE WANTED: y � __ y/ REQUESTER: / ji ,r? PHONE NO.: / p SPECIAL INSTRUCTIONS: -AT -„ - / ' INSPECTION RESULT' COMMENTS: m • C r p ►�/.. 1 ' . .4 - v. - '� `, i I . - / ee 1 _, -& L44.#9 IL5■1J -, DATE!- 21.--(2/ INSPECTOR: CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 • City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188-7661 (206) 575-4404 Project Name 7f". Address . f d „ , 2 Suite # / current inspection schedule Needs shift inspection %proved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: • Authorized Signature TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM > Gary L. VanDusen, Mayor Control No. Permit No. (00 m Date . FINALAPP.FRM T.F.D. Form F.P. 85 • •,,r1 '14 CITY OF TUKWILA 6200 SOUTIICENTRR BOULEVARD, TUKWILA, WASHINGTON SHINGTON 98188 June 3, 1991 Terry Bennett Boeing Military Aircraft Company P.O. Box 3707 MS -46 -087 Seattle,' Wa. 98124 -2207 RE: Utility Site Plan Approval for Boeing Military Aircraft Co. at 9303 East Marginal Way South - Covered Walkways Plan Sheet Nos. M -1, L -1 and 2 and C -1 through C -4 Dear Sir: Public Works staff has reviewed the subject project' submittals and approved these plans per the following comments and requirements. Call Denise Millard Permit Coordinator at 431 -3672 to have the following permits prepared for pickup: 1. Storm Drain Permit Permit Fee = S25.00 2. Landscape Irrigation Permit (Permit Fee = $25.00) All other approvals and requirements for landscape irrigation or water systems shall be applied for through the Seattle Water Department. City staff has reviewed your information on the flood control permit application and find that the entire proposal is higher than 2' above both the standard project flood and 100 year flood per information available per current flood studies on file with the City at this time. Therefore, since there's no impact to the floodway and all of the structures will be 2' or more above the 100 year and /or standard project flood elevations, no flood permit is required. If you have any questions concerning this matter do not hesitate to call me at 433 -0179. Sincerely Phil Fraser, Senior Engineer Public Works Department xc: Greg Villanueva, Permit Coordinator, Richard Rollings Read File, Development File: Boeing Military Aircraft Covered Walkways PHONE q (2061 433.18(10 Gary L. VanDusen, May r Enclosures (8) PF /amc:7:Bennett AUG 12 '91 16:38 BOSS TESTING INC '"'"'°""'m BOSS & MAYES TESTING ENGINEERS, INC. TO FAX NUMBER: FROM: REGARDING: ENCLOSURE: C .N' 4ENTS 6 • ■�Y� 1 r /I r w+4hM al ".i.l��S� Number of pages including cover: r. Time: Dates FAX TRANSMITTAL 309 P01'02 rigrgiF IT I AUG 12 1991 CITY OF u i UK .VJLA PLANNING DEPT. 19015 36th. Ave. West • Lynnwood, WA 98036 • (206) 778-4402 • FAX (206) 775 -9175 --� BOSS 41 MAYES TESTING ENGINEERS, INC. August 12, 1991 Tukwila Building Department 6200 Southcenter Boulevard Tukwila, WA 98188 Attn: Mr. Dave Larsen Re: Boeing '9 -101 Catwalks Phase 1 -B Tukwila, WA Gentlemen, AUG i IM 17 4 1 .N'In f il.E0 I 12 1991 CITY OF TUKWILA i 116NN1NG DEPT This is to inform you that registered special inspections have been completed for this project as per our reports, copies of which have been sent you. All work Inspected was either performed in accordance with, or corrected to conform to, the city approved drawings, or engineer approved changes. Special inspection was provided for Structural Steel /Welding We trust that this provides you with the information which you require. Should you have any questions give us a call. Sincerely, BOSS S: MAYS, TESTING 'ENGINEERS, INC. (' Michael J. Principal MJM:Imm 19015 36TH AVE. WEST • LYNNWOOD, WA 98036 • (206) 7784402 • FAX (206) 775-9175 ae. BOSS & MAYES TESTING ENGINEERS, INC. August 12, 1991 Tukwila Building Department 6200 Southcenter Boulevard Tukwila, WA 98188 Attn: Mr. Dave Larsen Re: Boeing 9 -101 Catwalks - Phase 1 -B Tukwila, WA Gentlemen, This is to inform you that registered special inspections have been completed for this project as per our reports, copies of which have been sent • All work inspected was either performed in accordance with, . or corrected to conform to, the city approved.drawings,' engineer approved changes. Special inspection was provided for: We trust that this. provides you with the information which y Should you haveany questions give us a call. Sincerely, Michael J. Principal MJM:lmm Structural Steel/Welding BOSS & MAYES TESTING ENGINEERS, INC. i.. f 01/71 j 1,1 1 3 1991 1 s 1 19015 36TH AVE, WEST ' LYNNWOOD, WA 98036 • (206) 778 -4402 • FAX (206) 775 -9175 u ,require. CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 Plan Check #91 -157: Boeing 9303 E Marginal Wy S PHONE N (206) 433.1800 Gary L. VanDasen, Mayor THE FOLLOWING COMMENTS APPLY TO AND BECOME 1 OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER UR (C3 . 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (277- 7272). 3. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 4. 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 the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 5. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 6. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 7. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. "X" REQUIRED INSPECTIONS PHONE DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED x 1 Footings 431 -3670 X 2 Foundation 431 -3670 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wall Nailing 431 -3670 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 7 Framing 431 -3670 • 8 Insulation 431 -3670 9 Suspended Ceiling 431 -3670 10 Wall Board Fastening 431 -3670 11 12 13 14 FIRE FINAL Insp: 575 -4407 X 15 PLANNING FINAL 431-3670 x 16 PUBLIC WORKS FINAL 431-3670 x 17 BUILDING FINAL 431-3670 BUILDILG PERMIT INSPECTION RECORD CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 SITE ADDRESS: 9303 E Marginal Wy S (Post with Building Permit in conspicuous place) SUITE NO.: BUILDING PERMIT NO. DATE ISSUED: PROJECT: Boeing (Canopies) CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE C (0 -1Q-91 (INSPECTOR COMMENT SECTION ON REVERSE) INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied In place. 2. FOUNDATION - When forms and rebar are in place. 1 SLAB - If structural slab or if underslab insulation Is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 277 -7272 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 431 -3670. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. O„490 P L .N REVIEW COMMEI S Plan Check No.: f 1 137 _ project:En4q --- COt 2E0 iavacr c ) , No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. REQUIRED INSPECTIONS 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). 33 Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be inspected by that agency (277 - 7272). 4. All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 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 the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. All structural concrete to be special inspected (Sec. 306, UBC). All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high- strength bolting to be special inspected (Sec. 306, UBC). 10. Any now ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. 13. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 14. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Wa ode-(1996• _Editierr)., and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the Job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 20. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. 22. All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 25. A Certificate of Occupancy will be required for this permit. 0 1. Footings 2. Foundation 3. Slab /Slab Insulation 4. Shear Wall Nailing 5. Roof Sheathing Nailing 6. Masonry Chimney 7. Framing 8. Insulation 9. Suspended Ceiling 10. Wall Board Fastening 11. 12. 13. 14. Fire Final 15. Planning Final 16. Public Works Final 17. Building Final P L .N REVIEW COMMEI S Plan Check No.: f 1 137 _ project:En4q --- COt 2E0 iavacr c ) , No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. REQUIRED INSPECTIONS 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). 33 Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be inspected by that agency (277 - 7272). 4. All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 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 the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. All structural concrete to be special inspected (Sec. 306, UBC). All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high- strength bolting to be special inspected (Sec. 306, UBC). 10. Any now ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. 13. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 14. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Wa ode-(1996• _Editierr)., and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the Job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 20. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. 22. All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 25. A Certificate of Occupancy will be required for this permit. 0 Fire Department Review Control #91 -157 Re: Boeing Company - 9303 East Marginal Way South (Covered Walkways) Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NEC 70) (UFC 85.101) All electrical wiring is to be inspected by the State Electrical Inspector, Washington State Department of Labor & Industries. (NEC 70) 2. Refrain from blocking fire department access, fire protection equipment and required exits with equipment, materials or fencing during the construction phase. 3. Permanent chain link fencing, installed as part of this project, shall not obstruct fire department access, fire protection equipment or required exits. Yours truly, C- k . d2Ze-ad` City at Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd May 30, 1991 Gary L. VanDusen, Mayor JF TACOMA, WASHINGTON :: JUSTUS FISHER ENGINEERS, INC. CIVIL • STRUCTURAL • PLANNING PROJECT /3 or JOB# / DESIGNED DATE CHECKED DATE 4./.4 i= G✓A ` /3G / c r- • /E L. & ' v' /=- G ✓.ri S /j/ ".v r, r SNGw LG p �- d./ /A/ c um G.✓ �� / w ,a y . / - L..- X T? y S / G4/S p / ,4 9 TE S /3A //Gr 7S A .vs / S T 4 r rc-r 5 77. Z ev a / p- T � N S /OA/ S J h s74 '- S•,-e' /YJ u,S J /3o - /3,rJL- % s /9N-5J C3 / . Z . P RECEIVED CITY (WTI!KI.NII.A APR 22 19i PERMIT CENTER 111 \�%� 6 4.�F 1 4ASy / /P .0% /:•G 10/11 sf ,, ` Zt ION At. 'ter...: •s: P" 491,,+4. 2Av, /e M4 2 y/ /E)<./,dt�v2 / / 6 d 76 � O r AS re.-7 ..) -320 -r 4S - -e) /1 - J 1•/ o ,- A sT (206) 272 -3099 /2/..S-' ✓. /Z %/ PAGE OF 7 JFI PROJECT TACOMA, WASHINGTON JUSTUS FISHER ENGINEERS, INC, CIVIL • STRUCTURAL • PLANNING /et/ 6 Cc /s (206) 272-3099 DESIGNED CHECKED JOB # / 2 77 DATE J f / DATE PAGE OF 4 I JF PROJECT TACOMA, WASHINGTON JUSTUS FISHERrJGINEERS, INC. CIVIL • STRUCTURAL • PLANNING 4 C 0 c" JOB # /Z 77 DESIGNED ✓F DATE /7 /- 7/ CHECKED DATE ‘-ti,".) /.: ,,.,.- vs" 4 L Ol — I , id '/ 1,5 \ c a M /6 "'h L (206) 272 -3099 3 PAGE _OF JF PROJECT TACOMA, WASHINGTON JUSTUS FISHNGINEERS, INC. C IVIL • STRUCTURAL • PLANNING JOB # / 2.77 DESIGNED vf=' DATE / 7 •fL' f / CHECKED DATE A✓i- e_ .o v �✓ //,U L aA ,e rJ ii/ /` = Cc V C = 0, 7 may% i3 / � o z 1/az.i L. O - y Cd /i G /M w 4 r7 n ora S (0 C ' /'.?)C'7 >c('J (/, ;6.) = i7, 0 / a A.) 3 • i 7, (206) 272 -3099 PAGE I f OF C JF1 PROJECT TACOMA, WASHINGTON JUSTUS FISHER ENGINEERS, INC. CIVIL • STRUCTURAL • PLANNING JOB# 12 DESIGNED Cv/G DATE /7 CHECKED DATE A//“. , z l v- Y , 2Z- S r s/=: S L 2 .- a°5 Al L.- / 7 PSG• C. .1.. _ ! ... :. ; _ 4' 4' C�.ra 16 I f3 " --- .S -0- Z S ' /•2'1 ; .. / ' 7,7 GUTS 7 i- J L�G L ,C, C /C !Z '4 _ _4_ T. (206) 272 -3099 IZ E✓ M 2. l PAGE `- OF rJF PROJECT TACOMA, WASHINGTON JUSTUS FISHER ENGINEERS, INC. CIVIL • STRUCTURAL • PLANNING C C)v /� f-n JOB # 2 77 DESIGNED DATE CHECKED DATE G. i/7G A G✓ it'y� (206) 272 -3099 ✓ I H v, h ?. ' u U bG -/ ,5 £- /2 y / ) /'i s **i — /2v— ( /zy)( /_) (' /2, _ </z/L C /G)C /H v = (, 0e( ) ge ) z-C Z ) 09s) OeJz( // G # / 3u s ,d . Y - - l5)C/zv //z.)( 0) 4/ ! �f ).. /d o- c ,) 041. d, _.. (.Sq)C /a)C) = l Z 6sy.X.0e) zCe) _ ) /(s•. -a) .5-022 # _ .•47 7" _ (cozz.) /C 9) _ M = c s 73 ) C /z) ) �- C3 c 7') </d aa-v 01/5/z) ( /r.x le) 1/ 2 , .s ,, /p euo /2 63o "sc. y 03 r= J'77 .� 4 '• 6 / '` S = 5...C6 in .T = /4"/ p /,, ' 2.0? /5 '5 // / 3 .x G x /6 . PAGE 6 OF JF PROJECT /.3 a� /,UC 2 2 G 2z eo e D 26io 2 G/ o -r Zap ?_ A �. 7. 33 22 7, 33 / 7y6 ■ 14 . . .. 3Z 3 i 4 �izy �Jli�. 273 e / 1)/- 7 s1.. z (r)eye 'J_: y36 .# 936, # / - 3z - i'X. (g.r,.. --) 64); - _5'53 **"..1/4---p- . 1 , 5.,3 , 7G 7.3 Z .. .7.z-77. . . .e.: 7.3 >c, 2; /76` 2ev / VG- N ZG 7 # 26 # i .3.57 TACOMA, WASHINGTON JUSTUS FISHER ENGINEERS, INC. CIVIL • STRUCTURAL • PLANNING CHECKED DATE G✓ (206)272 -3099 DESIGNED �= JOB # /Z77 DATE /7`"!3 PAGE 7 OF JF PROJECT TACOMA, WASHINGTON JUSTUS FISHER ENGINEERS, INC. CIVIL • STRUCTURAL • PLANNING JOB # / 277 DESIGNED DATE /7 / /--' 7/ CHECKED DATE G✓/7 - ,' w� ' S FRAME ANALYSIS, PINNED BASE: Walkway Frame, DL + WL P - - -> W1 COLUMN: Lc Ic Ec PA 8.21 ft 13.4 inA4 10000 ksi Lc 98.52 in LcA2 9.706E +03 in ^2 Lc ^3 9.563E +05 in ^3 LcA4 9.421E +07 inA4 Ec *Ic 1.340E +05 COLUMN LOADS P: P H PA V PB V 0.533 kip -0.890 kip -0.890 kip LP H 3.170E +00 HA 0.267 kip VA -1.423 kip 0.267 kip VB -0,357 kip W2 FRAME COMBINED FRAME REACTIONS: HA 0.267 kip VA -1.423 kip 0.267 kip VB -0.357 kip BEAM: PB Ib 13.4 in ^4 Eb 10000 ksi Lb 98.52 in Lb ^2 9.706E +03 inA2 LbA3 9.563E +05 in ^3 LbA4 9.421E +07 inA4 Eb *Ib 1.340E +05 COLUMN LOAD W1: LP H 0.000E +00 HA VA 0.000 kip 0.000 kip 0.000 kip 0.000 kip LOADS POSITIVE RIGHT, DOWN REACTIONS POSITIVE LEFT, UP FRAME CONSTANTS: Lb 8.21 ft A ;I: 1,189E +01 A HH 7.243E -02 BEAM LOAD W2: W1 H 0.000 kip /ft W2 V 0.000 kip /ft W1 H 0.000 kip /in W2 V 0.000 kip /in LP H 0.000E +00 HA 0.000 kip VA 0.000 kip 0.000 kip 0.000 kip REFERENCE: "Formulas for Stress and Strain" 5th Ed., Roark and Young (206) 272 -3099 PAGE 6 OF JF PROJECT TACOMA, WASHINGTON JUSTUS FISHER ENGINEERS, INC. CIVIL • STRUCTURAL • PLANNING l.a v 4 = e /c. S x 5 .( / G G a 4' N 22e, O 1/ Pig.? 2G7f 2679' 4 _-,►- /-�4- — #. iii,. = • /« /r - <2 o J ( y yJ / (A y 7� U , # 1 s� o /0/ 22e-c) 3.6/ = 32 , ese.: .fib - ; .0 ? i. p �.. Ci, J -/_ ��s, se) 812i^ 97 // 47/9 '5e (206) 272 -3099 JOB# /2 77 DESIGNED E //F DATE ' -7 /F 3 7J CHECKED DATE PAGE f OF JF TACOMA, WASHINGTON JOB # / 77 DESIGNED DATE /7 / !� CHECKED DATE PROJECT Ls a !-. ,: e :.. Y 5 JUSTUS FISHER ENGINEERS, INC. CIVIL • STRUCTURAL • PLANNING (206) 272 -3099 PC -I S t-- pe- Ss ,,e2 fw.L T.. 7 .— 2 G /U / 6s' _4, 7 J T /,, — z6 tev / /a.. zit /s 2 G - 2 c..)/ Z' 9 Cs,-, - .bG 7, ,-?-7 e. 7>... Y,! zc -re a W" /G — Z 6 ..? 62:f. " = «6 76 h /Z sc -' s (.G 7 - 6 S) 7/, -- ( a /,Z /2 f 4'6 76) /6 / '606/ -T6 PS.zs .y / y0.9 //V f ,, d. U l/T . � L3 ,� S% Gov./4, / 1 "! /t/ - c .z. nCw ?.�. ' .� • PAGE /° OF JF JUSTUS FISHER ENGINEERS, INC. CIVIL • STRUCTURAL • PLANNING PROJECT is-0 TACOMA, WASHINGTON (206) 272.3099 DESIGNED .&" JOB # /2 77 DATE Az 9 � CHECKED DATE l-/�G /� i ✓/, %s /c 7_ v►i�. • /pS7 C /a� /2 "5/ 6' " S /`i• 7 — (/6'')( 4)(4'0) 5 2 G 5 u 2 G . /i.4/z3 -7:7 , - 7) PAGE OF JF CIVIL • STRUCTURAL • PLANNING PROJECT G /� /r % ■+'7 •• 4/ JUSTUS FISHER ENGINEERS, INC. /c) � � 3 ) (/ c v ') -- TACOMA, WASHINGTON (206) 272 -3099 JOB# X 2 7 ? DESIGNED L= t Y DATE /2 " 7/ CHECKED DATE l.✓�c.. /�c✓� /s e• c - fir' "-,-, ,d A.,• '7 (/6 ( /Z) (O. GV,, "') O, 2 (/ (a' '3) = G, 22 PAGE Viz- OF JF TACOMA, WASHINGTON JUSTUS FISHER ENGINEERS, INC. CIVIL • STRUCTURAL • PLANNING PROJECT � �i= / 4-/ /.2—' ��., �_ /- ��, � -i v � Gf1 c. -'- - e- G /- l./.i - — 7, O U S.si. `,' /o .A- 2 £ •° 3 S JAS -- / 9 .– -- / y S / ,o r'. i-z � G • I , (tiT GoG- ()? ' x /32 N /.> .•• • f 2 //Z 1L = „</ 6 - s� _ (.3s )C7 'i <2 -- a� 7 S zy' / !) 6 CS ) 1 (13 . 2 �.Z, )4( Z•) // . (. ).Z,?? /6 ci U �+� / Y Gsx 7 G.9.U//J ..r r./ / .7 Z /3 2 i, - 4' ePz 1,sc. _ (/ 2) (/o) Viz) =-- / i d 5 6 k — Z i/ 2 /404 _if A/e- �3 *- y0 ) 16J /J yzz ' I. =- /y s • (206) 272 -3099 JOB # /2 77 DESIGNED DATE /&'r -, A- CHECKED DATE PAGE /,3 OF L JF PROJECT G /-/ /r'r_ TACOMA, WASHINGTON JUSTUS FISHER ENGINEERS, INC. CIVIL • STRUCTURAL • PLANNING p t.//='' G e 7/ 0•87S 2. / .vc JOB # / 77 DESIGNED '` (-' DATE /4' A 2 ?/ CHECKED DATE Gt.i./4 �✓,� )' ' /14 • <. /. /i ( '> C ?6 ' % /r0/ 2) = f&/ 7' Q•Y . . ..? .e'-,' / U .: G?/ /z- ` >Zt‹.4' ") ,5 Z. 5 ■sc. /z �.d�a..� 0. " 4. -/ 9.x /, e-- $ ->. T A it . .(/ r/a rL G c.S'r e / /=—'/ CA Ai "7' yie (206) 272-3099 PAGE OF OF JF TACOMA, WASHINGTON JUSTUS FISHER ENGINEERS, INC. CIVIL • STRUCTURAL • PLANNING PROJECT (206) 272 -3099 c JOB # / 2 72 DESIGNED - A DATE / `'' -`' y/ CHECKED DATE /c t-✓.a y /./ / r /,:. liv / / , „i ". C� i i' i - � vM--K7 yo GJi. r. , 1 /t./ "" / c- G/= Y u ✓z (13/) 6/6 C /zeod.> = zy� /• '.) = 6 evu ) / // V /( / ,� J,) `..2.y. C K /'2 PAGE 15 OF JF PROJECT 11 ' r' ■ 51 'er '7 /" '7__i2 !- 7 5 2rZr y V = 0172 . A - _ /. ?5 'n r s= U,7 /h O,qi/ m .- X30) </c (/ -54 ?7 ' /zv) /z ( /ers ./. I zv y` yza) /2 3 / -FA -r'r 5 r v ) TACOMA, WASHINGTON JUSTUS FISHER ENGINEERS, INC. CIVIL • STRUCTURAL • PLANNING 0 Cav/" s s -'s S 4 '. " 3/ �/ /, � x G' /, - f / + 4 f /0''V /, JOB# /277 DESIGNED /= v/ DATE /y��'r CHECKED DATE 1 O s - , 5J ( //'.0(z = /7s 41 hi ' :) ( c,$ ) � � ) < <) / 3? V 7 A y -- _ #, • 37 /37;;4 err: �•: ..V6) e JI /( 4 I . z !J (206) 272 -3099 PAGE /G OF JF PROJECT /3o !'r,c/� G- /' /f r... 7 --- so7 /Z '/ '` ") ( . r ) /f /L !/ /•. '7 7 /te 5 7 .4- ' i .4 /fir -- "cc- 2 / ---- 23 ( '/u 6) Z. G /.//_= c % ' " ?1 - Ti?� r c /.. E L — (3c-i7) . ? ) = /7 .7e-r-/ sus ; ( Yo 41 4) ('.G ') *Z' e ) /,7,S ") (77,2 ")z /(G 0/.7s c') (7, 2 .S") 7- //z T 7 r3c 3 q //. 7_S = 4 /7% Jt3/t.eti G Al n . "7" - P2 !=- e c . / /2. ( 5 .3k/.) J(0•72J _ ,. zG 6 3'/G rte ( ' 7J c'J j ,G GLc 72,2 J - G- yti•- 742/nH fz /s Z 2 /dSr otr / #/ (3/ 7 / )( (/25 E) (.' ?) /( ar y%fJ = E 2-72 G Orr (s)C3/ )6 /s),/z) d = . 2 3e (29a000cda _)C //) TACOMA, WASHINGTON (206)272 -3099 JOB # •/ 77 DESIGNED vF DATE /'y ." � / CHECKED DATE G U / as >0 PAGE / OF /7 CITY OF T UKWILA 6200 SOUTHCENTER /BOULEVARD, TUKW!LA, WASHINGTON 98188 May 22, 1991 Dear Sir: RHONE #12061433.1800 Terry Bennett Boeing Military Aircraft Company P.O. Box 3707 MS -46 -087 Seattle, Wa. 98124 -2207 RE: Utility Site Plan Approval for Boeing Military Aircraft Co. at 9303 East Marginal Way - Covered Walkways Gan l.. VnnDusen, Mayer Public Works staff has reviewed the subject project submittal and request resubmittal of these plans to address the folowing concerns and comments: 2. It is not clear whether the proposed structure is in conflict with the existing bridge (Oxbow Bridge) as shown on plan sheet C -1. Please clarify limits of construction relative to Oxbow Bridge structure on plans. 3. Provide specific elevation of the walkway per NGVD. 4. Internal Storm Drainage System: Per the City's Standards, all junctions and bends to have structures (catch basins). 5. Identify DOH approved backflow prevention device type on plan sheet M -1. 1. Per the enclosed Flood Ordinance you are requested to identify the existing dike /riverbank system which provides flood protection for your development with respect to your proposed plan. Identify the flood elevation of the designated edge of floodway (100 year flood and standard project flood (500 year flood elevation)); Identify on plans NGVD and reference to FEMA Flood Study which your information is based on. Provide your professional engineer and /or Licensed Land Surveyor stamp on plans which designate this flood information. Identify 2.' of freeboard above the 100 year flood line relative to top of bank and 100 year flood elevation. Identify mean high water mark as prescribed through the Shorelines Permit through the Planning Department for the City of Tukwila. Terry Bennett, Boeing Military Aircraft May 22, 1991 Page 2 Requested and 2 and attention 431 -3672, sheets as is your resubmittal of six (6) sets of Plan Sheets M -1, L -1 C -1 through C -4 only, addressing the above comments, per my via the City's Permit Coordinator, Denise Millard at along with your application. Do not send any other plan Public Works need not see these other plans for our review. If you have any questions do not hesitate to call me at 433 -0179. Sincerely, Phil Fraser, Senior Engineer Public Works Department xc: Greg Villanueva Permit Coordinator Read File Development File: Boeing Military Aircraft Enclosures (8) PF /amc:B6:covered CITY OF TUKIWILA Department of Community Development - Bullding Division Phone: (206) 431 -3670 PROJECT: -�-�E3 t„ic ADDRESS: C?J0 Mglee I WAL Ll1AA1 �► DATE: OCCUPANCY GROUP har TYPE OF CONSTRUCTION LOCATION ON PROPERTY BUILDING HEIGHT /# OF STORIES FLOOR AREA OCCUPANT LOAD EXITING REQUIREMENTS W A DC filotaTl -} C( EeEo (A)16.KoAct L S 1 .L 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 DETAILED REQUIREMENTS OCCUPANCY TYPE OF CONSTRUCTION PART V, CHAPT W.S. E. C. N CHAPTER 51-10, W.A.C. a I , NOTES PREPARED BY: DATE: PUGET SOUND REGION DEVELOPMENTAL CENTER SITE. PLAN DRAWING INDEX F IRE TANK AND HOUSE (9 -007 TERMINAL I28 ( ) SHEET NO , • TITLE , DRAWING NO, REV, DATE G -1 (,,,.2 YS -1 TS-2 TS -3 ; TS-4 TS -5 ' D -1 D -2 p.3 D -a C -1 C -2 C -3 c -a C -6 C -5 C -7 C -8 S -1 S -2 S -3 S -a S S -6 M.1 M•2 M -3 L -1 L-2 L -3 E -1 E -2 Er -3 COVER SHEET t PHASING 8 BARRICADES T SURVEY OPOGI�APFIICSUI`tVtY 6 � TOPOGRAPHICSURVEY TOPOGRAPHIC SUS WY ' TOPOGRAPHIC SURVEY DEMOU110N DEMOLITION DEMOLITION DEMOLITION ` CIVIL CIVIL CIVIL CIVIL. CIVIL DETAILS CIVIL DETAILS RELC�CATF�GUARD POST CIVIL DETAILS CANOPY LAYOUT CANOPY LAYOUT OOF CANOPY DETAILS VAULTED FLAT R CANOPY DETAILS VAULTED CANOPY DETAILS TRELLIS SOUTH OF x•140 BLDG. IRRIGATION IRRIGATION IRRIGATION DETAILS LANDSCAPE IMPROVEMENT LANDSCAPE IMPROVEMENT IMPROVEMENT SECTION 8 DETAILS CANOPY ILLUMINATION PLAN CANOPY ILLUMINATION PLAN , CANOPY ILLUMINATION PLAN � 109 000 -i 1S7 -G,1 109.000- 1157 -G -2 109- 000 - 1157 -TS -1 109.001•1167 -TS -2 109- 000- 11577TjS -3 109 -000 - 1157 -TS -4 § 109 = 000 - 1157 -TS -5 1 -000= 1157 -D -1 109-000-1167-D-2 109-000-1167-D-3 109-000-1157-D.4' 0- 000 - 1157 -D -1 109-000-1157-0-2 109- 000 - 1157 -C -3 109 -000- 1157 -c -4 109•000.1157 -C -5 109- 000 - 1157 -C -6 109- 000 - 1157 -C -7 1 C3- 000 - 1157 -C -8 109- 000 - 1157 =S -1 -�. 109 -000 1Q9 -1 t 57 -S -3 OCO- 1157 -S i 09- 000 - 1157 -5 -5 2 : 109.000- 1157 -S -4 109. 000 - 1157 -S- 109-000-1157-k-1 109 -OOQ -f 157 -M =2 109- 000 - 1157 -M -3 109 -000 - 1157 -L�1 .., 109 -100- 1157 -L -2 109-000-11574.-3 109-000%2070-E-1 109- 000. 2070 -E -2 =109- 000- 070 -E -3 i r „ . , CO T- CO V) el 67 :01 el 01 CO CO CO CO 'CO Cr) N N N N N N N N N N CO CO 0, CO 01 :. N N N N - •; 4 1 -91 4 -1 -91 4 -1 -9 4 -1 -91 4 -1.91 4 -1 -91 4 -1 -91 4-1-91 4-1-91 4 -1.91 4 =1 -91 4 -1 -91 41 -91 4 -1 -91 4 -1.91 4 -1 -91 a -1 -91 4 -1 -91 4 -1 -91 4 -1 - 91 '4 -1 - 4 -1 -91 4 -1 -91 4 -1 -91 g -1.91 4 -1 -91 4 -1 -91 4 -1 -91 4 -1.91 4 -1 -91 4 -1 -91 41 -9i -1- 4-1 91 j j / / I P 99 G j , /, '',. .,, /' , <,' , / • j EATTLE / y ex / ,f�� • / � 4 0' 520 BELLEVUE 207 % � / / / � � .:: 14 . - - _ � ;_ -_ r � I I I I _ 1 PRQ.IECT ARE • — `" • - -� I — I I It 9 -7 I 1 1 I 1 �- :r J-�- GA __ -`. -_ --- ► \ 1 I i ` ` \ \ 1 ` J- - -r - -- \ x _- _ -J --- i - x-28- --- 9-51 ..� 1 � I I¢ \ J a �. ` r ��, `� •4 �. ,� I R MUSEUM 4 OOP ale/ " - ■ KING COUNTY FROM DOWNTOWN SEATTLE a o AIRPORT OFFICE o 14-01 CENTER (FAA) p Q PRO JECT A11EA 900 // %�f �� p • / 5 �n 2 0 '; `�,% S ‘. m sa i � ° q i i s .� • -• u► % g-- \O\ ' , y - _ ,, ,, ,�- �� - - - r �� c 1 � I l I �� r� L _ - - - .� _ _ o � )..0 �i ► 1 �� ■ !s r� - � `'� _ iIIEEEEEEI -.. �� '► 0 � C] / � vows -� � .. % � /// C � � /� %. PUG._T I67 � � • � I 9 -9 9 � EXIST 1ST 9 -53 � // xBOW ., \ OXBOW am ii CE // � �% � % / LOT p �1 6 O I �, �, 1n / / � yi � N G .-Fx I T EXIT 158 158 ACCE Rn ! x i T SOUND � f; PR OJECT SITE 90 _ L. • o i , /' - .i ir , %, /r. / r. I I I I _ I I 9 -96 ��tI �� S . ,7 — r S , -- __� 509 / / / j % � / / A ' -i , ,, 99 , 518 .� 900 � �� 405 RENTON ! 09 A t �l o o a - I ` 11:30 �� r 1 � 44 �© -__, 9 9 4 . _ G i 1 �- h f DSCAPE 1 9 -50 (� U (� _ I ••__- - ► T • :�� ,.. - .1J A -90 , 3- I O ■ • 1 r V4 ■ tl Vi . . --- � ' ,.�,. 99 181 KENT 167 1 8 - �� -�.�/ Ia l % / % / / / /r. 157 ., j 57 ill `I/ , 9 -120 `: DrSU � _ �C/ �- �• - 10 •a PROJECT ! , .n a A REA STRUCTURAL: UNIFORM BUILQiNG CODE, 1988 ELECTRICAL: NATIONAL �..,E�� Rl C4D,1890 . CITY OF TUKWIIA • FROM SEATTLE - TACOMA VICINITY ss A EAST MARGINAL. CORM ATE PARK I Rf'ORT WAY MAP % 599 % FROM KENT &AUBU AUBURN NO 900 SCALE v� • r , •y / y I `141 F -14 6 �! „�� ._, 0?' - .:..!; i , - . ,•` • 0 IC” �., �� ., �,. FILE COPY APPROVED , 1 JU 3 1:1 At 4 i understand that the Plan Check approvals are lec't to errors and omissions and approval of plans does not aluttrarize the violation of ony adopted code or ordinance. Receipt of contractor's copy of approved p • ackno - NO SCALE . • t.,7,-,.. LOCATION NO SCALE MAP BU D NG DIVISION RECEIVED r.ITY of TulcvvlLA MAY1 41991 By � �� - , .. • Date.. t' " � -„l Permit No PERMIT CENTER REVISION mae 6:% , igept/ 3 i66u wog GoA t/ D) DCA 79 sY11 REVISION DATE BY APPROVED L___ CII.VERED WAL B.M.A. / DEVELOPMENTAL CENTER 9725 EAST MARGINAL WAY SOUTH TUKWILA, WASHINGTON 98108 FACILITIES DEPARTMENT i�1i11i1r1 111111�11 ❑ AUBURN, WA • BELLEVUE , WA ❑ EVERETT•, WA ❑ KENT , WA ❑ PORTLAND OR ❑ RENTON , WA a SEATTLE , WA L 1 1 1 1111111 II :11111111111�1111111�111 ` 111111111111 1111111I1111111 . 1.1 21 31-._ 4 51 6 No.18 Tffr IIi t1i'T1Iih i kaio 98002 . 98007. . 98201 . 98031 97220 . 98055 . 98124 LD) D� J ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE CHECKED >- APPROVED 11 LE BLDG COVER SHEET COVE WALKWAYS B,M,A. %DEVELOPMENTAL CENTER D,C,A,798 coy D.C. 53401 CS , az GDA,% /-, /G77 LAST REVISION SHEET JOB N0. 901303/5340 DWG No. 109 -000- 1157 -G1 RINR 2.8.91 � roAfPo, aeY 5Ouiee-/P' X4704/ �Y ow/v,— a7/,�.vd f,4 4 7 / /' � 'r'4, , allor PHASE 1 1 -B NA/w4 /41 S..z✓f-rrrPJvr4 p /A1'Fr urvrtz.. /NEw 5geeriolry POfie 16 /A SYII REVISION t-"Voz- c,G4/5rr' -i rON r ®r'®r 4111111114 1 -A C'ewnier.e t )- /o6.1t7", seer1477ag, am./770 A//P ,42, o, PA WAG ,4 To frt =V1M /7- a• ,r 6.9ari w,vp. -/DO BY 1 APPROVED DATE ,asr• i, 9i st SYII NA was 9-10 g �G r 0 r• / .rT,4GL• 77 A, AS TON/14142. G I;3 4S S 1. REVISION 3 -A 111N r1immtrr s J PHASE a T lf-ber1ey_ «l1.t44<- . ? MP r/ -6450 . BY APPROVED DATE ■ 005 7 lPGl•A 2 ,v 3 cA% .0/4‘, S iot FACILIiIES DEPARTMENT or 3 - B G • 1• M s NOTES ❑ AUBURN, WA. 98002 ❑ BELLEVUE , WA , 98007 ❑ EVERETT , WA . 98201 ❑ KENT, WA. 8031 ❑ PORTLAND., OR , 97220 ❑ RENTON W ON , WA 824 1 SEATTLE, A. 9 III I II' � I IIJ I ' 1 � { . IIiJ I' IIIJ I1 4Ii lIIII � I 'I No.18 ..... I ' i ET • i TL T 6, 8 L 9 'a i ii 1 li r l ��il��i� i liiii ii l r l� r�� i l� �iil �i� i li Iii ili��ilii HI • • n r , 1,� d, /(t4>%- LEGEND ®I —EI PHASE LIMIT TRAFFIC BARRICADES -- TEMPORARY CONSTRUCTION FENCING ON CONCRETE BLOCK FOOTINGS TEMPORARY CROSSWALK STRIPING 1. COORDINATE WORK SCHEDULE AT BUILDING ENTRANCE WITH CONSTRUCTION MANAGER. 2. CONTRACTOR TO PROVIDE TRAFFIC DIRECTORS /FLAGGERS DURING CONSTRUCTION. 3. ; S r4G Cait/L/7 /O/ v ,' f' ,4 ./ ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE PHASE 2 DRAWN BY DATE !z (Jo/06am,el 4 -/-1f CHECKED g. Pars CHECKED APPROVED • *to SUBTITLE TITLE D.C.A. 798 \\ SCALE: 1"-50'—O PHASE 4 RECEIVED CITY OF TUKWILA MAY 1 4 1991 PERMIT CENTER PHASING & BARRICADE PLAN COVERED WALKWAYS B.M.A. /DEVELOPMEfVTAL CENTER A, ,4 F 467 /ezw/ ?-53 A 4 Kz5. 6 va4(WDA6 CITY OF TUKWILA APPROVED JUN 13 1991' AS NOTED BUILDING DIVISION LAST REVISION SHEET G -2 JOB NO. 901303/5 -34-03 3 ,a /99/ SYMBOL DATE O DWG NO. 109-000 - 1157 —G - 2 1 Iilll(T�� C I II�T �III�I l I l�lll� I �TT � Ilfll ( hill!!!! ,.g, i'lIIIIII IIIIIIIII � Illilliii �'� '�: I��Iliiii 0 : 5 .: TI1II(iii � ilijliii 1 E- Illlllll Z III11ll11 II 1iiiii 115.00 115.22 114.92 114.94 113.7 14.72 22" PINE p s X1 15.06 CONC 113.80 09 1E GATE- 111.10 4.81 13.80 X114.25 114.91 114.66 114.90 114.87 x114.61 114.80 114.86 114.99 14.64 114.88 CONC. Gq p LEGEND IRWIN ENGINEERING • 0 O O4N Op.. 4PAVEItIT .,X114. it. ' ''s4 ♦ / ". N s T:4 114.34 PALi=MEN1\ • t • 113.90 co • O • FD BRASS MONUMENT 0 CLEAN OUT CZ1 CATCH BASIN 40 TREES ao ELECTRICAL BOXES W WATER VALVE X114.61 SPOT ELEVATION X11434 CANOPY POSTS W/ ELEVATION AT BASE )0)l CANOPY POSTS W /DOWNSPOUTS , ,off WATER METER +IRRIG. BOX 20 "P1 bi IRRIG. CONTIRM 1L 'BOX 14`94 ~ � 110.17 +.._ BREAK r•14.37 Rf r 7 kivi , Wii / Ifif.L;b 04 116.03 20 "PIN 11 24 "PINE O S \(113.36 • - -- BA S H `_ , , . , _ APPROVED S + 4 ---.:4\ \ PAVEMENT;, \ X113.71 • 0 114.87 \ 15.21 CURB 114.97 D Uj'►rAMISI-I RIVER `'0 114.16 114.2 • a" 3/4" 1. PIPE 2" 1. PIPE Ar OOR r e tar - minim sm...••• 114.00 CURB / 11111111111 r PAVEMEN 00 00 slow: 112. / 11111111111 / 111 „, • .••••• �. 5 / e fkOSN 111 3 / CB / / 1 + PF s> • STAIRS + u rf B/?U e q R ,^�� 111 Ili 1111 111 1111111 111 111 11111, l 111111 11 i l 01 I 1 01 4 ' No.18 + ' 4 \ \ ` k� • 6 ,E �-- • ett 4 ,1, CONC. TOP-OF BANK - if-RU-14 FENCF ASPHALT ,,� ,a >a � �e EDGE CONC. ��`a+ W , ^a CONT `,- GASS VALVE ,,,k • ' .# & METER AS A\� 5 A O 0 Not,' :0 „ 4 to k fr• ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED NOTES: 1. FIELD SURVEY PERFORMED 10 -22 -THRU 10 -31 -1990 2. ALL TOPOGRAPHIC INFORMATION COMPILED FROM FIELD SURVEY OBSERVATIONS. ALL LOCATIONS SHOWN HEREON ARE THOSE OBTAINABLE BY PHYSICAL CONC. BRIDGE FOOTING S "% NU' DRAWING ABOVE THIS LINE BASED ON SURVEYS BY WILSEY & HAM PACIFIC 10/22/90 THRU 10/31/90 DRAWING ^":;.OW THIS LINE BASED ON SURVEYS BY IRWIN ENGINEERING 1/2/91 AND 1/3/91 SCALE: 1"=20' 0 10 20 40 ENT lc? 0 ' 4 \Vs No CONC. GATE CONC. J LEGEND WILSEY & HAM PACIFIC UTTLrfr POLE . LIGHT POLE ® WATER METER FIRE HYDRANT WATER VALVE Dia CONTROL BOX WATER MANHOLE 0 TELEPHONE MANHOLE CI POWER VAULTS © TELEPHONE VAULT 4 TELEPHONE PEDESTAL 0 SEWER MANHOLE O CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 ® MONUMENT A TRAVERSE POINT ® GAS METER C3 MAIL BOX RECEIVED CITY OF TI IKWILA HAY 1 4 1991 PERMIT CENTER iitc- TREE BOUNDARY LINE CENTER LINE ESMT. LINE _:.__ EDGE OF WOODS EDGE OF LANDSCAPING CITY OF TUKWIIA APPROVED JUN 13 1991' AS NOTED BUILDING DIVISION REVISION AO' fisialweritrzwgie / 6r4,97, r,04,/ IMO 111111111=111111111 APPROVED REVISION • DATE Z/ FACILITIES DEPARTMENT O AUBURN, O BELLEVUE, 0 EVERETT, 0 KENT, O PORTLAND, CI RENTON, s SEATTLE, WA. 93002 WA. 98007 WA. 98201 WA. 98031 OR. 97220 WA. 98055 WA. 98124 DEPT. ..•y': • DIY IOPcGRAPHIC SURVEY COVERED WALKWAYS B.M.A. /DEVELOPOMENTAL CENTER D.C.A. 798 G' ,c1Gp1Z!.4 T il LAST REVISiiON WIT J NO. 901303 5.3.4 03 Aft 1 M/ Io NO. . 109 --0QQ- 157 T51. 1 ,1 A Il( III I � I f 11 IICIIIIII IIIIIIi}i ; 1 IICIIIII _ cill I iiii Pthliiiii = iIiIAr liiii l��(IIII iiiiiii \ GA1: CONTROL BOX �cF \ Uo fT Box • m xi, c 'se•S' 0 `.4'PINE TREE co CONC. ,: ,e �h 4, ,a. bo _ it — BRASSuATr WALK PAINT ` I- \ J , , SSMHO ,,a ,, t, . , , b�` CONC. ,+ i s „ , ; ,y ,, e r 1 z' a,° y ,, G , ay PAVEMENT SEAM ap REVISION . ` 42 5 ' 0 ' ' o A \-2> DOOR S -2 BUILDIN! 9 -85 CL 3' DOOR El \ , P C PAIN' STRIP CONC. er BUILDING 9 -080 DOOR CONC. U wv APPROVED I DATE Al • % k '' SSMH o CO 0 C C!IcB II tIII I 1 • /L, //O ,//27Z7/' FACILITIES DEPARTMENT 1111111 EVE UNE DOOR E -7 11 1ASEEMZE 11 111 111`111 2 I I b® eV ,1h� , 111 • DOOR PN ❑ AUBURN, ❑ BELLEVUE, ❑ EVERETT, ❑ KENT, .. ❑ PORTLAND, ❑ RENTON, ❑ SEATTLE, • WA. WA. WA. WA. OR. WA. WA. DOOR E -5 98002 98007 98201 98031 97220 98055 981 4 11rI111 � 4 x111111111 { 5 �11 11111 1 11�I�II,�I,I:�:� 3 6w Ncm CONC. EVE UNE BUILDING 9--120 VENT PIPES EXTEND OUT OVERHEAD THEN GO VERTICAL , ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE CHECKED ENGR. CHECKED APPROVED APPROVED DOOR . s A' CONC. CONC. NOTES: 1110 411111114 ILIMM WINN 1111111111011• EVE UNE OOR PEDESTRNN OVERPASS SUPPORTS ('IYP) BOTTOM OVERPASS 131.1 OUTSIDE _OVVERP 132.7 CL .. . �• CONC. GRAPHIC SCALE ( ITT FEET ) 1 inch = 20 ft. — It k ik CONC. � p o FH � CONC. a1 , 116.34 OUTSIDE OVERPASS'' 132.35 BOTTOM OVERPASS 130.77 CONC. 1. FIELD SURVEY PERFORMED 10 -22 —THRU 10-31-1990 2. ALL TOPOGRAPHIC INFORMATION COMPILED FROM FIELD SURVEY OBSERVATIONS. ALL LOCATIONS SHOWN HEREON ARE THOSE OBTAINABLE BY PHYSICAL SURFACE EVIDENCE ONLY H z CITY OF TUKWIIA APPROVED JUN 13 1901 AS Not ED BUIL ING DIVISION 4 COVERED WALKWAYS B.M.A. /DEVELOPMENTAL CENTER D.C.A. 798 RECEIVED CITY OF TUKWILA NAY 14 1991 PERMIT CENTER UTILITY POLE LIGHT POLE WATER METER A FIRE HYDRANT WATER VALVE CONTROL BOX WATER MANHOLE TELEPHONE MANHOLE POWER VAULTS TELEPHONE VAULT TELEPHONE PEDESTAL 0 SEWER MANHOLE ❑ CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 ® MONUMENT TRAVERSE POINT ® GAS METER MAIL BOX • TOPOGRAPHIC SURVEY TREE BOUNDARY LINE CENTER LINE ESMT. LINE EDGE OF WOODS EDGE OF LANDSCAPING CONTOUR "`- ---- 296 CURB LINE ROCK WALL ■•• - _ - e ••••...... FENCE LINE, x---x x e f e r/ A j e - ti Alet ertelv LAST REVISION SHEET 5 TS -2 JOB NO. 901303/5-34-03 DWG NO. , 4- , 109-000-1157 OF kith il kiiiiiiiiiiidtill ICCIkirlitiii0i1111 Iiiiiildi li Illlll s 6 CONC. • • \ DOOR T ` 9 -101 \ TUNNEL b ,.' CONC. CONC. 1 ,,e, - 1 _ I x 6 9 4 ' .;)4 O r • , , a ,b 0 • WA I,R a ali DATE BUILDING 9-90 MOWN .p p • • • C] STRIPING OUTSIDE EDGE OF OVERPASS 1 • e • BOTTOM OF OVERPASS CB a, CONC. ..9 /DDI/01.2a FACILITIES DEPARTMENT 'FIrIrIrlrlr�Ilr 1 I rIrI'Ir PEDESTRIAN OVERPASS SUPPORT POST (i YP) I1 111 1 1 ' 1 1 11 CONC. Is 0 O AUBURN, O BELLEVUE, O EVERE1T, O KENT, • O PORTLAND, O RENTON, IM SEATTLE, a GRASS WA. WA. WA. WA. OR . WA. WA. , • • CONC. • b CONC. • 98002 98007 98201 98031 97220 9805 98124 rlrlrlllllrlrll rlrlrl111111IIr 1111111 1111 111 No.18 �`�... s� GRASS STRIPING CONC • CONC ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPRROVE° APPROVED BY DEPT. DATE APPROVED 4 % 1 T 1 I 1 1 1 1 1 1 1/1 V 114.00 CHECKED w PARKING IPI 20 NOTES: 1 T CONC S x �. .,b , . s , s ise ,, 0 eS „r e ir - GRAPHIC SCALE 0 10 20 40 - ( IN FEET) i inch = 20 ft 1. FIELD SURVEY PERFORMED 10--22 —THRU 10 -31 -1990 2. ALL TOPOGRAPHIC INFORMATION COMPILED FROM FIELD SURVEY OBSERVATIONS. ALL LOCATIONS SHOWN HEREON ARE THOSE OBTAINABLE BY PHYSICAL SURFACE EVIDENCE ONLY so CITY OF TOIKWILA APPROVED JUN 13 1991 AS NOTED .. - BUI LDING DIVI . s RECEIVED CITY OFTUKWILA MAY 1 4 1991 PERMIT CENTER SU TOPOGRAPHIC SURVEY COVERED WALKWAYS B.M.A. /DEVELOPOMENTAL CENTER D.C.A. 798 LEGEND UTILITY POLE (:)...3 LIGHT POLE _ $ WATER METER R FIRE HYDRANT pQ WATER VALVE CONTROL BOX Q WATER MANHOLE OO TELEPHONE MANHOLE CI POWER VAULTS 111 TELEPHONE VAULT u TELEPHONE PEDESTAL O SEWER MANHOLE lJ CATCH BASIN TYPE 1 ® CATCH BASIN TYPE . 2 O MONUMENT TRAVERSE POINT GAS METER MAIL BOX TREE BUSH BOUNDARY LINE CENTER Li NE JSMT. LINE ._ . EDGE OF WOODS EDGE OF LANDSCAPING CONTOUR "'"- --- 296 CURB LINE ROCK WALL x - -x 1=ENCE.x LINE - =--x AREA i LAST RE'v1SION SHEET JOB NO. 901303/5-34-03 DWG NO. 109- 000 —•1157 —TS3 MATCH LINE TM Illilllit I ET T tt `.. .� Illililll�lllill�illllllllili . I Illl1.iili.11lil t i III rt ill i $L IililliliIlilllIli 9 Iillllil 9 ill 1110 t' E IIIillillIIIIIIIiil ►�iT gi Iillllll' ilil LEGEND WILSEY & HAM PACIFIC UTILITY POLE LIGHT POLE t� WATER METER A FIRE HYDRANT WATER VALVE g1 CONTROL BOX Q WATER MANHOLE OO TELEPHONE MANHOLE CI POWER VAULTS D TELEPHONE VAULT 4 TELEPHONE PEDESTAL O SEWER MANHOLE o CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 ® MONUMENT TRAVERSE POINT GAS METER o MAIL BOX TREE CONTOUR CURB LINE ROCK WALL • CONC. CONC. VENT PIPES ,,a - tiF SS - I — Cr -- ' NC. [ x , ` $ 0 AS PHALT , ,a'� ♦ STRIPING t / /se,/ 6 %, v/Rie /ex% / *' /5/.1b , Gam•�l.� :7, LEGEND IRWIN ENGINEERING t WATER VALVE ff CATCH BASIN STREET LIGHT O TELEPHONE MH ELECTRICAL MH 0 TREE PLANTER, 5'x5' W 4'X4' GRATE & 6" CUR ASPHALT ,,al ASPHALT BLDG 9 -98 ♦ , a CONC. ♦$ ti ASPHALT DOOR ,b" ASPHALT , ♦b ▪ ♦ t STRIPING ♦ `/ ASPHALT . ♦ co- 7 w v3: BLDG. 9 -59 MEDICAL Q. REVISION ♦ 0 J z 0 w Q (.) m- U ZD rn U. 0 >-0 0 03 0 p Z 0 N D 1 ,♦ cfr I ASPHALT br ♦ ♦ UD 1 r z 0 w0 ro ww;- -x z z 0 �� X Z m ZZ Z _ ,7 CI V) 0 0 1°4 0 SA MH , yb L I � Q'Q ♦ 8 1 1 X t14.44 t r CURB 1111111 '1 X114.53 ELEC BOX 1 f1 y , FACILITIES DEPARTMENT APPROVED ADD/L07307/0 PARKING 114.50 MEET PARKING 1111111 1. 1. CURB ♦ ASPHALT X114.36 O AUBURN, O BELLEVUE, O EVERETT, O KENT, O PORTLAND, O RENTON, O SEATTLE, • ASPHALT .-- .1627. .D• - 11•17.11 11 ,11111111111111 �II 4 51 6l' 114.20 X114.10 x114.33 5' PLANTER X W D SCORED JOIN Me) TS � M' URB T CURB WA. 98002 WA. 98007 WA. 98201 'WA. 9$031 OR. 97220 WA. 98055 WA. 98124 •` CURB URB PARKING PARKING X113.71 ExpANsIO"I JOINTS l`iir) smEET 0 CURB %CP SCALE: =20' 0 10 20 , 40 ACCEPTABILfIY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE CHECKED APPROVED X113.04 TICFE APPROVED N OTES: X112.63 CURB X112.41 9 ELEC BOX J • N !J ELEC BOX ...m ate. -- s —� r ..... .....6.6 ..6 ...� �. �- ....• ...10 .o • . — ..� r,, ... CL STRIPE ♦'' s _ _._ , y ,, CURB ♦♦ _ ,� t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ® 111.75 1 • 1. FIELD SURVEY PERFORMED 10-- 22 --THRU 10 --31 --1990 2. ALL TOPOGRAPHIC INFORMATION COMPILED FROM FIELD SURVEY OBSERVATIONS. ALL LOCATIONS SHOWN HEREON ARE THOSE OBTAINABLE BY PHYSICAL SURFACE EVIDENCE ONLY RECEIVED CITY OF TUKWILA MAY 14 1991 PERMIT CENTER TOPOGRAPHIC SURVEY COVERED WALKWAYS B.M.A. /OEVELOPMENTAL CENTER D.C.A. 789 x ---- -x FENCE x LINE AREA .4 OAST REVISION SHEET , CAT <Y Of KWILA P . , D JUN 1.3 191 AS NOTED 9 BUILDING DIVISION TS -4 JOB NO. 901303/5 - 34--03 DWG NO. 109 - 000-. es OF 157 -TS4 t0 { { ASPHALT BM ELEV=1 16.58 RR SPIKE EAST SIDE PP 0.5 UP oso NS' CURB iesso I 1 1 I I 1 I I CURB Ititistrlittlitiott A td '% 114.1s •t {ir tt RET. WALL 1 • CURB ASPHALT PARKING 1 M� ASPHALT PARKING M I I if 1 I I I I I I I I 1 ,, n L „DOR— CONC. * o - ^ : - -+ �fi APPROVED DATE ASPHALT /pp/ /,'8'Z.Z' FACILITIES DEPARTMENT 1 1 1 A A I A 1 :100::00:p ff ff ; l l; f;l oc 111A l l lf l l l fla °o 4 f1 ; 1 f 1 1 1 a 111110.11 0a°� ii t� �i1 • '1 111!l11 1 1 14 1 1 1 P 1 f1 1 1 r f 1 1 1 1 1 1 1. ° °1 c 1 11 1 � f t 1 A 1111 . °000 • 1:111i�Y� �c ° ! RD •,J 0 AUBURN, 0 BELLEVUE, 0 EVERETT, 0 KENT, . 0 PORTLAND, 0 RENTON, 0 EAYTLE, CURB IIIIIII III' �I IIIIIII I I llll 2l lllll lllllll 1 3I I II! III I1 .L_ No.16 tn111111 1111141i � I1IIiIII ii�Il iii IIII II .w....u.r W..S J. AREA :KEY MAP WA. WA. . WA. WA. OR. WA. WA. ASPHALT 98002 98007! 98201 98031 97220 98055 98124 • ASPHALT PARKING © ,i CURB CURB 4 ,* ACCEPTABILITY THIS DESICN ADD /OR SPECIFICATION IS APPROVED APPROVED BY .9 e a SD ;r 77 -4. CHECKED DEPT. DATE RIMMED , APPROVED CURB 20 n NOTES: ASPHALT 10 GRAPHIC SCALE 20 40 (IN S') 1 inch = 20 ft. 1. FIELD SURVEY PERFORMED 10 -22 -THRU 10 -31 -1990 2. ALL TOPOGRAPHIC INFORMATION COMPILED FROM FIELD SURVEY OBSERVATIONS.. ALL LOCATIONS SHOWN HEREON ARE THOSE OBTAINABLE BY PHYSICAL SURFACE EVIDENCE ONLY ` TOPOGRAPHIC SURVEY 60 COVERED WALKWAYS B.M.A./DEVELOPMENTAL CENTER D.C.A. 798 w D4 0 O CI 1© D O RECEIVED CITY OF TUKWILA MAY 1 4 198) PERMITCENTER LEGEND UTILITY POLE LIGHT POLE WATER METER FIRE HYDRANT WATER VALVE CONTROL BOX WATER MANHOLE TELEPHONE MANHOLE 0 POWER VAULTS TELEPHONE VAULT TELEPHONE PEDESTAL SEWER MANHOLE CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 MONUMENT TRAVERSE • POINT GAS METER • MAIL BOX TREE BUSH BOUNDARY LINE CENTER LINE ESMT. LINE EDGE OF WOODS EDGE OF LANDSCAPING CONTOUR 295 CURB LINE ROCK WALL FENCE LINE x - ---- -x x CITY Or TUKVYIIA . APPROVED JUN 13 OM AS NOTED BUILDING DIVISION A R . . i.AST REVISION SHEET OF JOB NO. 901 303/5 - 3 4 -13 DWG NO. • 109 -000-115 7--TS5 w sod 4VCu7 K/s7•74 G /W //Ye. y . < S r i / T //��O G+G• % 0440W7Vr 7 d 1 4f/. op cote. CYr. 3 • l/777 /t,& alwery 7n'E.{/»W 4c1577C 4G F.ft/�'Ve ' ( / f d swC1../;as5,) le/ r /A/6 qGF.; • ccx/ou/r e.4, /.P7 E,t/o •ST• To gEMA/A/. ,e6,?a rAV aeW a/lr,+t/ 1floN fevr /i J6 Tor /face: 3 .0 7 /.s&, 7 7.� •4ii11. ,.,ate- 4WCUT t-A r - /4I//NG (22 Aqui F'�' • N L' f'1v'4 . ) e/677/t/ C. ofi ; f��TS # 77/tf6 /V 7. - X /ST /A& r ?z' Re . 1 9/k/ fl i4A/77trf' , 70 AI e ea All Iimits of clearing and #Pmts Of vegetation preservation as prescribed on the plan shall be clearly flagged M the field std observed during construct le n 2. All required staime Slatlon/eroSiOn control facilities Must be constructed and In operation pllor to lard clearing and/or other constructlo:, to Insure that sediment laden water does not enter the natural drainage system. All erosion and sediment facilities shall be maintained in a satisfactory condition until stich MN that clearing and/or construction Is completed end potential for onslte erosion has passed The ImplementatIOn, malntenanCe. replacement and additlo unto erosion /sedimentation control Systems Shall be fife responsibility of the Contractor. 1 The erosion and sedimentation control systems depicted on tins drawing are Intended to be minimum requirements to meet anticipated site conditions. As coos truct ion progresses and utrespetted Or seasonal co.Ndttlons dictate, the Contractor should antklpate that more erosion and sedimentation control fatlllWWIS will be necessary to Insure complete 'Motion control en the propesed Site. During the course of construction, It Stall be the cbtlgetlon and retpOtiSIbility of the Contractors to address any new conoitlehd that map be created by his activities al tO hrevtlle addttloNl lames, tier and above intones requtrerilente; SO may br needed to protect adjacent properties and water quality of Out rsceltiing G3 mace Syst m 4 Approval of (his plan Is her erosien/eedlmentetton control only It does rot constitute an approval of Storm dainage drA!,Sn, site nor Iocettah of plpea, restHtlOr3, channels Or 'attrition faCllttletS. 5. ,sly disturbed area whlth has teen stripped of vegetal:0 and where ri . further work Is enticipelted for a period of 30 days er more net be immediately stabilized with enviable, raosirttbrigerotbx appeared IrOSion control tre*tMent spoilable to the tip* Of year In *entice Grass atone will be leCCeptae a only airing the months 01 April thfeutel September Inclusive. Seeding may messed a Rslds the WOW 11 m. perldd wrrorleyer :t ►s to ate kltereft of tare Contrecter, but must oe augmentet , Ith Mulching, setting or Other tt*atmr:nt aptroved by beeIng R*eW tMttvl. 6. MI eroston/aedtnlenta►lon contrOf porMS with a dead storage depth esceeding6 Maws must hare tents with s MelifM111 balsa Of 3 Net `�-JFENCE WATEr. ME ; E J - • /r07141/& Eki - i7A, 2 � PYG f"7f (P/fW Are apeAtE) P a'E d 77N jU// /f&R ,r- w7A/lJo ci/ /z .•••••••.. ,4 ;3 Y lE n17AL''' "9/ a G• i.C1 //egy Feefir !-GY14 0WW. 7W.4- 7L �4/l a 7c7 .1497n 7e 4z G //r17Y P� 7z' 71-4 - =r• - /77 0 . /.k't.,7 4. ,Gt' 4`='f/•(ropYG'.G.. i47 M// ' !N/ - 0 471- if Te r a - V.57/4/6 G.G. 515CYs '/TY /CEP "77/ f/ • E=x /46 VET dtPor 72 ICE /4/ eerlelnW /1,// aWt1 T,WCP7 14/ 4V4v j �n . 4W4 G1ge f v r!zwe. /741/4W. 4500774. P 4M7iV6 R,e ,,.49 70 ee G .E4dc e: F eWn , 744",,a M 436577/VG in. 'T.'t.s.► /JYi".+ � r'S77/1.,&• e ' 7 , L/ C�v /G . BLDG. 9-1 • • { N /N67:444- ACVAC04/T TO %R Q s /jam 72;Pe9F.0,441,�- • ,(4/G✓L r /.1/C' I.W441/4/.1/ 7"O /' /4T f,YO /ra9Tf2? i E � ricer cam. v Awn �' N C r: j4/44 4 7 ,v /KC//r fir, E .43x,4 Cam" �J d Ire M/ ' 'ooze- .1.7weP •Ar • IT //V • J t•�� ..• GOY y ?9 ems • AeZ14 •' . ' 4/ . 4' f. 46417,4F4fAh&P FACILITIES DEPARTMENT r. SILTATION CONTROL FENCE 1• its C>ct- ' R aw it t �� r �� / rr Z' �� w OeV - Ar7tifW 19(./677A/ 7 40 7 /4.G. f34t//4 2 'A 4' ' 1//el /A&• .621/4 /felFLL0 /1/ e, ', 4& A E.r, 7/t& trims .- 11rlOL/E✓ E.rar /rtf3 G /t/ //A , ,M�Y/E 1/.t' 4;e110/444 //A/&7 / E (A t' 44" 1 O 14141E/11"44 BLDG 9-14 f/4 f 4 7?Y r e:. P.p e�.J A; o ; • c //4/4r F iLfDii � CI �L +x E , W /M/NG rr ereze. A C+ n ON.OL/ /.'�TI�/ Y, T /1t: 0 A# .X/•77 / }&Gfi',<.eht JE/V 1 710 a 4/,t!) rlilrl1 Ilrllll IIIIIIi Ilillll lllllll 1111111 illllll Illltll Illllll Ilillll Itillll Illll .�� No � „�•y, , Z iu) T II ib IIIIIhil A61114146 • El AUBURN, WA. 98002 0 EVERETT, WA. 98201 0 KENT, WA. 98031 0 PORTLAND, OR. 97220 0 RENTON, WA: 98055 SEATTLE, VVA. 98124 • 44a 4 r ex rx!t ca4gIl - / �!G / C I4J/Nrl�' ErGEt. 'YC•4G E ,' '. ' E ewei -r E 1 57 . 1 tRe.,Eer urTUr /mss der APV. /FL./A/e. , :A/O` /W 77' 64.40 a 07x.': c''?aA+QL•rele -f O/.4 z7. JrEGlX4774t/ w /rte ° w .M W 72' y S✓r v E~ i24f /A.e. Ar)r�'YN /Ste W,41-4.- . /ft ,G- r./517i e 90/ p PZ4Q N ' £;4t? E,Yi377N� f /non' 74WW.4 r. f or e•. / ` 11114 ✓ ''l: ::frh l Jf ... LEGEND . - - - EXISTING BENCHES TO BE SALVAGED AND REUSED ON SITE. SEE NOTE. REMOVE EX!STINGICONCRETE (6' DEPTH), A.C. PAVING (3" DEPTH) & GRAVEL SUBGRADE (6" DEPTH). GRAVEL SUBGRADE TO REMAIN IN AREAS TO RECEIVE NEW PAVING. REMOVE ALL ABOVE GRADE APPURTENANCES. CLEAR AND GRUB • +)„, ` J EXISTING TREE TO REMAIP i EXISTING RHODODENDRON SHRUBS TO BE SALVAGED & . TRANSPLANTED TO NEW LOCATION. LANDSCAPE ARCHITECT WILL STAKE NEW LOCATIONS IN FIELD. EXISTING TREES TO BE SALVAGED & TRANSPLANTED TO NEW LOCATIONS. LANDSCAPE ARCHITECT WILL STAKE NEW LOCATIONS IN FIELD. toYis • SAWCUT ALL EXISTING PAVING TO BE REMOVED. FOR ALL OTHER APPURTENANCES TO BE REMOVED WHERE PAVING REMOVAL LIMITS ARE NOT SPECIFICALLY SHOWN, SAWCUT EXISTING PAVING SUFFICIENT DISTANCE OUTSIDE TO 'AVOID CRACKING OR TEARING OF SURROUNDING PAVING. IN THE EVENT PAVING IS DAMAGED OUTSIDE THE SAWCUT, SAWCUT AND THE DAMAGED PAVING AS WELL. CONTRACTOR MUST MAINTAIN SECURITY PERIMETER THROUGHOUT CONSTRUCTION. WHENEVER EXISTING SECURITY PERIMETER IS PENETRATED, TEMPORARY :SECURITY FENCING MOST BE PROVIDED IN THE INTERIM. (TEMPORARY FENCE 01 ST HAVE 2 STRANDS OF BARBED WIRE AND DOUBLE' &AMPS.) (FENCE BY S.C.S. OR APPROVED EQUAL.) ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN BY It co EX/ 77/1 Piz r /y,Y Ar-.9/vr7i1 577 /N,4 ,'77 . 7d " '.t @E EX' 77A /1E 774/ CG/W.+ V. - E Y4z Tor .T0449/4/ d ' 4.,brda E. .77/t, 476). 144 "Pr? !,: , Si .e" /RAnta477at/ RAW. : a /It!/ Erg ~7 APO//7 �:,x9, W • /eaVeoe 72 /cEsdiet4 A/ L/ T? l:E # J114/GrAV 25e4r 7Z) NOTE:. BENCHES SALVAGED FROM PLAZA SOUTH OF BUILDING 9 -140 ARE TO BE RELOCATED TO NEW LOCATIONS BETWEEN THE 9-90 AND 9 -98.. BUILDINGS. LOCATIONS TO BE STAKED IN THE FIELD BY THE LANDSCAPE ARCHITECT. REMOVE CONCRETE FROM STEEL' POST:: FOOTINGS. CLEAN BENCHES THOROUGHLY USING POWER WASHER AND 13ESTAIN WOOD MEMBERS USING OLYMPIC 1914 DARK BROWN SOLID BODY STAIN: PROVIDE NEW 12 "2$ X 24" DEEP CONCRETE FOOTING AT EACH BENCH POST (47 TOTAL). 1 EXISTING FEATURES LEGEND 'r • J.• :`.d. ;f RECEIVED CITY OF TUKWILA MAY 1 4 1991 PERMIT CENTER •) Tie r �;, CITY OF TUKWILA APPROVED JUN 13 1991 AS NOTED BUILDING DIVISION rr cc rn t m CIS /554/0 pt. m BY APPROVED DATE APPROVED MN 1111111111.111111 mul TernMENIN DA eon 4o)s n V. 7M3 REVISION REVISION SUCTITIE TITLE h 1 • T `k ^rs.asc�txwrs .j • j / Old •• (MA 1•47,116 !N ♦u ■ . TTTT !11111 • 4n INN le N•••••• w. •.n. .. • �. AREA l4EY MAP • M .1. O L.ITION. PLAN . w .ns SHEET SCALE: 1 ".. 20' STATE OF WASHINGTON REG1S L R 0 L nT: .: DLES _ .. CERTIFICATE No, 200 LAST REVISION DATE SYMBOL 1 .. OF COVERED WALKWAYS 1oa No 901303/5 -34 -03 ' B.M.A./DEVELOPMENTAL CENTER - D.C.A. 798 DWG No ` 1 09100- 1 1 57 -'D -1 0 1.1.1 t L _, ± .,sovi 111000 4070 ntv 71113 REVISION /5S// pae 6r7`a /,f k/ /g \ i? N 7 GATE CONTROL I OX . ; to oe A r y E TREE G \ C. K141 t , 4 f , k �� \,® ' 4 ‘t � � 'v P r 0 0 i� E q , / I? ° '� ae '� F'Ei : e• a , 1 1 , , `I \ ♦ O GJf2P. _ .. ................. . �`� / a �'' _2222, y9 WALK PAINT / G o` • SYM , -AMIEWM . MOM • CONC. 1 ^' ...v , h I t hy, ' PAVEMENT S C0 • \ ; , \ '- \ .\ -DOOR S-2 BLDG .85 \\ �\ t"" PV r T Nrd. vAgnifie REVISION CONC. ,,'. PAINT STRIP SYM ICU APPROVED DATE , ra • CONC. , OV6 7 PY /4 'r�/t/la• ors G•F -) 7 a) t-7/V. 0 r3 onR OR 1 E. G SP BLDG. CO C. /2 q p M y • m ,43's T 1• SSfulfi ` -� -� A1.0 1 nti/ CONC. N APPROVED GATE ti \ 1. ( 3 , { 7 ` \ \' ,> i ■ I Y\ ....E . \ ti •e. \ 6 l . E 2222 ,C.. � .zz • 3 .3 ._ .- f,. n , wvw. • _ 2222 2222, t r i C 7 \ ♦. f ti T \ i �, \ St 'r •. • ... • ; P ., I + ., '•" 2222.. t....�, / «...� 0.. .. "2222.. 1 y ... € • � \ ' t kE PJNF_ -- r ; - 0008 t •_ / \ • \ \ • .._ 3 > • ...,�., ..♦ .` • 2222_ � _ ,` .,y t- - .. "�• r - �,.... 2222,. _... ..,y,.... 4'0 CONC. \ \p• *\ ly. ..�\ . f 1 SSMH .... .................Y, 2222., wtlftlk'.11 • � (; CO 4,1P 4,1P �X ,S77) eeE� 7e ,' t Wd/4/ r..• 486/ cA 7 ' crake. /v /rte \ ,h FACILITIES DEPARTMENT • ❑ AUBURN, WA. 98002 O EVERETT, WA. 98201 ❑ KENT, WA. 98031 O PORTLAND, OR. 97220 ❑ RENTON, WA. 98055 ■ SEATTLE, WA. 98124 Nosesmorook DOOR }.,OR i _> // --ENE LENT F \ \ 1 CQNC. \h { \ * Y CONC. • FOG LINE BLDG. 9 -120 C7 . D .STP,A {N 'ER {'AS5 � 'ORTS .,, VEr„ PIPES EXTEND OUT :::: JDii. 1;013* TTO1�1 CiVE V£R / 7 T' 3 /` ClvEft{IEI,u : >1EIJ f,0 VERTICAL {_ r r / ISIOE O E)0 K l \ C \ PE �: s \ r .1. a • l • I 2 22 2 .a F 'mr :; 1'•1 I l k? E9 • :: �E,�VEN f . �✓ ti oh I : E 1 , w Mme' : a '4 i \ .".:4i;::: :14 d 9 j ' w � Y .........._ ...;.`..^.....4.,. ••• ,,2,222_ _........... , a? \ : 4b. 1* . )s ,,'\' ; CONC. . j , \* \ \ � e ; L .._.._..._... »2::22::2.. _.. ._..._..... • APPROVED SY CONC. COIN. aft a e"lleear awc• - f / 71 /4 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DEPT. DATE DATE • a4 ' //'=P11, /T CEO 1'?' .449 /rt/. k: V 7 � ,navy mIV "END •• REMOVE EXISTING CONCRETE PAVING (S" DEPTH). UNSUITABLE SUBGRADE MATERIALS IN PROPOSED PLANTING BEDS TO BE REMOVED. REMOVE ALL ABOVE GRADE APPURTENANCES. . SAWCUT ALL EXISTING PAVING TO BE REMOVED. FOR ALL OTHER APPURTENANCES TO BE REMOVED WHERE PAVING REMOVAL LIMITS ARE NOT SPECIFICALLY SHOWN, SAWCUT EXISTING PAVING SUFFICIENT DISTANCE OUTSIDE TO AVOID CRACKING OR TEARING OF SURROUNDING PAVING IN THE EVENT PAVING IS DAMAGED OUTSIDE THE SAWCUT, SAWCUT AND REMOVE THE DAMAGED PAVING AS WELL. Ap TITLE — 4ri • •a� ., cow:. .�...._. \ --- O {Jf$TOE OVERPASS '1.32.35 ' OVERPASS 130.77 Tf .tp "- /2 _ -- 1407 V41-4/0 7''"Mt/JAW — SUBTITL • M +�wS / /..> Tt• • • '•i �Y�•.' '�s�+� =- =::. ,�.,'�„�'==- �...._..�. pu.Nt1 Rsv # Yta .. % San s nc ASS 131.1T ti a ER CAGE \\•' \) i , SHE.O • , 7 , s,u w • •: 2 ° EH 1a NE C CITY OF TUKWILA A PPROVED JUN 1.3 1991 AS NOTED BUILDING DIVISION r-. • w W,. T ITT 1111 AREA KEY MAP 1 DEMOLITION PLAN 1 COVERED WALKWAYS B.M.A./DEVELOPMENTAL CENTER O.C.A. 798 4 EXISTING FEATURES LEGEND RECEIVED CITY OF TUKWILA MAY 14 1991. PERMIT CENTER AREA 2 6 UTILITY POLE JGH I^ POLE WA TER METER ER FIRE HYDRAN WA TER VALVE CONTROL BOX WATER MANHOLE TELEPHONE MANHOLE F'OWER VAULTS TELEPHONE VAULT TELEPHONE PEDESTAL SEWER MANHOLE CATCH BASIN TYPE 1 CATCH HASIN TYPE 2 MONUMENT TRAVERSE POINT GAS METER TREE CURB LINE FENCE LINE SHEET N OR SCALE: 1 ' -20'. STATE OF wASt41NGTON REGI STL{tc0 LAND Ai't Ai. HI s � o ALVIN B. DEES CERTIFICATE No. 2209 LAST REVISION SYMBOL • 1 7 z ' DATE i 41111111111 Mir 4•11111/M111•111111.11/ { II�III I II� I I l l{ I il{ � 1I�I' 2 I I�I�I !I�l�� { I'I' 4 I! I 'I { I'I'I'I' 5 I� � ll .,.r...A No.tB � •....r.,. r t s IIII�IIII Ilfl�llll T MISam2•rw1111■rrrw .;08 No 901303/5 -34.03 OWG NO a......�m� 109- 000 »1157- 2 .ws 0 n • s 0 tzi ER APPROVED DATE alamiommmmmum PEVISION /5 .5//,� fz dd /v-GY • ••" , /ezP if'04004/ / &a. "vie ce/v 7/a1/ 0 tn r m VI (/) S m •4'. f..Y 4S' \\ C. i4 • y„r - oi, O 77A 6 %c v Tom IAYN �X/5T /JI� /�1 1i4G V = 7?' t 4/ 1, �tk <.9 •i .4 I �S. x x . , . e ms : ' •• REVISION �J4 _ t S i�. ?::v'rvi'AL . l .;.''Fif: } '' - '��,14 r ; qt:. .}. •! <k :i } ' : g p`: ` ' ... c •r;: p !•.. iX'W ; r . y a ` • • ` D -3 W �f _�.,._... _.,. .... ... o• ,, TeVgairYN ELC a o' • a' l 44C , r eV5riti5 i AV/A/ G — 1 EX /STlrt/� /:?4 a:V /T e CIO .SW/46 E l /A/ Co/:/M1/5' 7 ' 1?F //V rra4K/O 7 ol� ;l�/5ri/yr WX 7IW W 57 'f ' 94 r i ,e ,t4*E EX�S`T! aeiWita i-a Jem;74,V6 awe Ca/A50 777 a4 / IOiI/E •X/ ►AVp L, /v" - ,' ' 7 * *fl MON /Tz /A/0 4te-L ( re / it1.4! /A/ EX/'sr /its A9A/At r"P / EAAVA 4 a,a \ Ai +) •• • ••; . 14 • 11 i 1 13• ••• - •. • • 1 .. gyp, b:. F.. •r •t • .l } DATE \.1 .:t.. ...... ..:'ii'. OF \ •1.i At •!. :. VJ. R.. R •Il.4l.! • ....... _.w *irtr. • •a•.4 • t • • .. , - n• b DEMOLITION OF EXISTING CURB WALL AT FUEL TANK OVER SPILL RESERVOIR • J1 „" 5 • 1r JJ•■•1r co 1 :a•• • • (l.. • 1 :J. ‘c e.E/vloW ae p UNE iz' /4/14/ !'/!/ /L , a%Pg NOW CO= L C•rAmy) AVki K V77NS G, 9,,44k• STS// 9 •5Y W �'"//t�• EtX of P/7/t '1 sir .6e/s774 1 DR' t - -- t34V /AI tl W/Vr 7 OP CaW. • 01/E/e e. . f / V1 E1X4 7 /its Cakes TO 70p • o45, • ,:X 7/1 Cdr• 116 , c!/w/ i SCALE: 1 1/2" = 1 -0" • 4• ,.n _ • ....J... J l' - 0 a.} WALL ^1. f ., !� • tip N • " t. •••••••::••••,...1, J'� . • •Y.' • 1 :,; . $1.. 1 f � . R A?i R:• R iN • . • w 44 • C»B WraLv >/ cam' / /ca• •••• --PUt1 AVYASE ?' 4fi4 /�t/ -- ageel/T VE GrovrAl A(4 a H£5' -E /Vet- TAA/x . :A ti l ! J 316 fy i:i rz:7 fX. • • • LEGEND r1 �.�. arrr. 4,444., l l` ' .i i }J CLEAR AND GRUB T /NH ('GitG , Cllr' 0141 -C- W t�S // ', X//1/L2'M ' af/a5tert.4 f'ARK11rG / DkE .tee.7744%exe. • F• /Iti/E 'ax'f% asliEf> R.144GG 72' JAG/• AT/,/ /« Gds /i/E ;X/ 7/1/1 Ems .1//i/tC:7 selr 7271 G4,A GON .R. -.... x f '4 1• , 1 it : . v b . ter . .1.R. i ! s. p 1G fa • tf t • i< �.• �I. .1.. W 1 •L'r '} •l SS'' • •f .I.Aa ..•• . Y • • 1 �i Y • t' i4�7 7re Al 7 To �..Lf,4 //V aX / /NC d ,4Nw.x� 7 ' REitt4YN f . REMOVE EXISTING 'CONCRETE PAVING (0" DEPTH). UNSUITABLE SUBGtADE MATERIALS IN PROPOSED PLANTING BEDS TO BE REMOVED. REMOVE ALL ABOVE GRADE APPURTENANCES. SAWCUT ALL EXISTING PAVING TO BE REMOVED. FOR ALL OTHER APPURTENANCES TO BE REMOVED WHERE PAVING REMOVAL LIMITS ARE NOT SPECIFICALLY SHOWN, SAWCUT EXISTING PAVING SUFFICIENT DISTANCE OUTSIDE TO AVOID CRACKING OR TEARING OF SURROUNDING PAVING. IN THE EVENT PAVING IS DAMAGED OUTSIDE THE SAWCUT, SAWCUT AND REMOVE THE DAMAGED PAVING AS WELL. EXISTING RHODODENDRON SHRUBS TO BE SALVAGED & TRANSPLANTED TO NEW LOCATION. LANDSCAPE ARCHITECT WILL STAKE NEW LOCATION IN FIELD. SUBTITLE TITLE 1 ! ' t .,.,,is. • .14 1W , 1 1, • Qt••M..SY. f4itR f, a�SG � --...... � �^'^^ C:. �w� `.��'.i�+.,Y.w........'w•.�.� .- ..•�.rrww / •le• { 14! // #) ; h... .. } 4�� 4 4 44 —.4 • • ��//,•�• / G I ^7 PAVO E' 4(407 a v CITY OF TUKWILA APPROVED JUN 13 1991 AS NOTED BUILDING DIVISION • • f a AREA KEY MAP DEMOLITION PLAN 4$ • x1 0144 COVERED WALKWAYS R.M.A. /DEVELOPMENTAL CENTER D.C.A4 EXISTING FEATURES LEGEND i ` v j I's.. •? REF.: BUSH )H ....F r (>:.. OF LANDSCAPING NG CURE.? LINE EEN 4.' f:. I..I T�i., x 1•...m.._ SCALE: r=20' RECEIVED CITY OF TUKWILA HAY 14 1991 PERMIT AREA -3 LiGHt WATER METER FIRE "iYt3:'{AN T WATER at Ys}� • �'.: 't Pit }._V ;, CON TR 3... BOX f\ WATER M 4‘,!\11.1 OLk \ f• 4 ' l" i • M J"(i a y' i �i .. POWER VAULTS TELEPHONE `EAt,ft.. • i.: < tom:... .i sI'.:.WE_R MAN • ... ; TYPE C AT CH ;:, S N T;JPE `U 4 Ni yp IV, ()NU ENT TRAVEI•S'27., POINT (;AS f 1ETE R SHEET STATE OF w AS111 NGTO k4GISTL•Rc0 t D • CAr AI,C ECT �1 I • , ALVIN (3. DE CERTIFICATE No. 209 A /79/ LAST REVISION SYMe0I DATE r••0 /9 OF 1- 00 4000 40 PS rev 7/03 FACILITIES DEPARTMENT I111111111IIIIIII111111111III'2 1 1111111 1 111111 1 I I'IIIi I 1111111 i 1IIIlJII11111 5 1I I IIIlII�1IIIIIII 11 2 !I ; 3 4 1 6 No.18 Eb ti I I I I I Ii0l14 Z •Ir I III•IIIII1II�(IIII(I ❑ AUBURN, WA. 98002 ❑ EVERETT, WA. 98201 0 KENT, WA. 98031 ❑ PORTLAND, OR. 97220 ❑ RENTON, WA'. 98055 1 SEATTLE, WA. 98124 IIII�IIII 1111t1I11 N 901303/5-34-03 i 0 NO 109-000-1157-D-3 0 -141 it iit1 1'l E ClIIIEllliirI iIfiil T TI Iilililfl iiiiIii i i iiiiliiiifil1lEFIi 6 8 riiiIiiiiIl,hii1iiiil L 9 � i 11111111111111= smiummimming AP PROVED ,1 09/ el APPROVED i n i a DATE SYM 00 0000 *Ow Rev. 7103 REVISION /5'54/ •iz 60% /e0170.f/ /a'(//7 A /11, reg cmi�/ -. J D -4 BY REVISION Ar®Elf/W FACILITIES DEPARTMENT CHECKED 4-1.10 C] AUBURN, WA. ❑ EVERETT, WA. ❑ KENT, WA. 0 PORTLAND, OR. ❑ RENTON, WA. SEATTLE; WA. 98002 98201 98031 97220 98055 98124 DEPT. DATE APPROVED APPROVED OtS ide;54- 1/ .11e/ awe. 644t:!&7 ff,s%i5/%iV6 .4.C. RAM/6 Cer A44m ?b i fr41/41 • 0 1 z m V t' m t!) m v (.) C-A15774/6 cam d47 2k/'ST /40T /rte LIT a .7'a zle P441/. row,ii/Are, rre, • • Q • 4 0 #k . ' , ea BLDG. 9 -J8!/ ,` •lift +v # ?c• ..t ... J.�I..J, C:f,f!2.'I. r..::ih. ::' • , t•'zr- ?•1.:: { ;• - . ;: { ...4 .rs.,. `�;:• :. `• : :. k•. .`.�::.::,f -- .. fje • • • 4 0 3a-p /i44wG&x4T7GY1/ Fad . -2,7 - F w - ;4 I 7/aS/ Elm /s /O '. /ea:frio vE 77M6' ,eser.1 :. CONCRETE REMOVAL @ EXISt LIGHT POLE FOOTINGS NTS ��'�',. � G'o/t/G Cum 77A, A/,4VA Z AP /$/rl -- - 1 , /ove X M 6e-Au 0"-e txrPg � TIVE Ei1/ G'� ' /•tom /Woe • � tt _ ..r, •l. <, falmom •••∎.f■••••••••• -ms __ • •••`:•••vM :.IIC•140•1Mwoom en., L I1111I11'11 • 111 III I III III i 1 1I 1� 1 M10 � BYE' . 7 Co4T / m • CG' c.//te86•C1 T� A00 �6�G l7 /F /�t// `lh c•seely �✓ 7v7 4 - , op' plevA1577 CaI A.,.1- 9l.Gel/y' F.l' 7 %/vl_� A G P•'4V /� /6 ex/57/N TTJ /47+9 .... «lj 7l /A/ raeaote. /t 4101 /_ 7 444 f T/r 1 • C kie . • 0/J. .c-7Q ' 7e .11E 4 /'t/. (f}'t-) • 1 I1 I1 I1 ,I,I,IIiIIl! Ii IIIIIII IIIII�IIII1IIII I II I 3 I 4I 5i 61'; No.18 ® ra•...• • r IIII Illlihffl Illli(I1l Illlill1l il1lillli Iilllllll • Y • r a .... a .: 4l/WWCG/7 .47)11�//t& ?w Gr (D W /cam T1�,E REMOVE EXISTING CONCRETE PAVING (f DEPTH), A.O. L ^ .. 1 � PAVING (3" DEPTH) & GRAVEL SUBGRADE (F" DEPTH). GRAVEL SUBGRADE TO REMAIN IN AREAS TO RECEIVE NEW PAVING. REMOVE ALL ABOVE GRADE APPURTENANCES. SAWCUT ALL EXISTING PAVING TO BE REMOVED. FOR ALL OCHER APPURTENANCES TO BE REMOVED WHERE PAVING REMOVAL LIMITS ARE NOT SPECIFICALLY SHOWN, SAWCUT ` EXISTING PAVING SUFFICIENT DISTANCE OUTSIDE TO • AVOID CRACKING OR TEARING OF SURROUNDING PAVING. IN THE EVENT PAVING IS DAMAGED OUTSIDE THE SAWCUT, SAWCUT AND REMOVE THE DAMAGED PAVING AS WELL. CLEAR AND GRUB APPROVED BY m ACCEPTABILITY THIS DE'SICN ANDIOR SPECIFICATION IS APPROVED DRAWN BY eV/MAW led DATE 4.( ... • SUBTITLE TITLE ... EXISTING TREE TO REMAIN EXISTING RHODODENDRON SHRUBS TO BE SALVAGED & TRANSPLANTED TO NEW LOCATION. LANDSCAPE ARCHITECT WILL STAKE NEW LOCATIONS IN FIELD. ,, 5 .... .... WA. CITY OF TUKWILA APPROVED JUN 13 1991 AS NOTED BUILDING DIVISION � AREA KEY MAP DEMOLITION PLAN COVERED WALKWAYS B.M.A./DEVELOPMENTAL CENTER D.C.A. 798 'EXISTING FEATURES EeENp - i^ WATER VALVE Y n k .. Sn., T w B ^ ,..`Y.: Y•f:Y • "TRAVERSE ,.,,.V 4 . i ti �/' /f -- 146449 fif TIC a; /alme-r F:4V //✓v • ,x'774 , G mil' V Ri ► /N, i Y, 7 //g•& 7a flW4 /H, Zz/L 7 G •T ,L ,g4_ ¢a /./�/r" FERMV IT CENTER SCALE: L ECE 1 IV II ED 199 OFTUKWILA AREA 4 LAST REVISION SHEET it JOB NO \ / () :.,. • < h STATE OF WASHINGTON ItE01bTLI.t0 CAFt..Ai< '.fl ECT LVIN 0. DOES CERTIFICATE No. 2O9 D-4 SYMBOL 1 /96'/ DATE 11' 901303/5 -34 -03 DWG NO 109 -000 -1157- D -4 1 K Q f'1 r m 0 m 0 4 a t• T 0 1 m • 0 V 0 1 ti !k4 4 Cot Ea irni 111111, APPROVED SYNI REVISION / 14* t eoe// /ea% lit /6 d .zae 2 /7-g6Pe4/ - re P,7 ,e,E..061/414M cao 4000 40)II friEv. 7/$3 REVISION DATE w ofi .116.111.11 Awe rAf6 #67; It; 1 ' 0 //‘ • S a 2 ... '... M/Af . fq . .. _ 1_ , i•PO 0 A V/ fi - 75 ° 7/0.71 •••••••• • - 77' //%f. leveEKIS77A c..;:e1NOPY POWA/ oeleaVA/ 711 :aW. 14441-1/- 45%:5/4/e.7 X6, f &wire-4 MAX-;'/ Met, Cc/X6!) /p/7 CURB & GUTTER aamoram.mmagilmallIONN■ P461 . 64 We/ zz 4.0klelie/ rP/P/Arerziff/4454/ 94 AV PAw,440. Asoeisrargve It//4/4/ Aw-•/•P cie?4 eo.P.,a • .0,4/.0 Oa/gel .ratorog,/siari :ft./ /wiv cae,0 077 xims77,/&. X/usrr//t/ Afaivenve-A/r 4/139-; 06 ; //056. 90, //4. • • /NJ/. Z /4 414/ l'Ye0 , 0911 EXISTING CB # log Aekleir /c/A1 reemiArc/ ft Ac .&...x4577 Cakogo.. Wir, ,Vi' 0/A?' aVO-oz• • .s- ,E)e/67. /A/V. e,c/7 /11 / 77 A/'" //1/1! //t 4/--//2 r -ft/ . / rap tac: /t/tv /4= I/by& TO ',c1 150a/A/ A1411/077 isiA744 le/73 r a e PAW/A*. CONC MOWSTRP 0-4/4 7 AtiAreez/ 7VP / isv/rA TOP 401 .?<'/W/ViO PAA"/A40. OX/577/1/b ez...440‘,/7 GOA//17" *BR/ 12/el:VA/A/WO 7 ,EXAST/#0 4"0 /MVO/Z T ot>asr/#464 // /5 API:WOK //Z. /0 MA 72W 729/P.o/i/P--A/PAV/ /4//Trq 0-X \,. /12-. 44 1 ,s•• •, . • • , 1./.)//74 MNIM...1111.1..01.■... • EXISTING CB #101 ".4,0teps .0441:ze 0 le/M' 6L'4/D. se..0,e447 ea-40e • z///. /r//s/ /4/1 /4/ ///. /44/ //I A4 ,e )(177 OrML- %IMMO .1111•110.11 ▪ . ..ft. 4 .4 as / • A t — — _ „ IILDG. M 1.81-1 77'//4 130 >7. !:(3••3 F NK „ • • •••5••• AcrzzEzAidg FACILITIES DEPARTMENT TYPE 1 CON • . WALK :or ( -4 MEAN HIGH WATER EQUALS 104.41 F.E.M.A. REFERENCE PANEL NUMBER 53008901700 -- F.E.M.A. EDGE OF FLOODWAY • -1 ELEV. 108.47 • 2' FREEBOARD ELEV..11(1,47-?' 1 a,P7 NATCAl zer-ew.v.eie /54000 roxifsryrYco Amravv rap .0.= /ii/ 1�V leir/4/4)eit77A/ oAr24 .5%1/60 ,47 o>er577/V3. iierA/4///v& /VALI— Nic"//6. ms/grAvrie !A?.0•4"'"dreigc* AiA reit/ 7e). r Ail% i7/1* 4/..1i/ 00/1/.01061i e',41/./A/& , Avg /12, git _404/4/0Cr/VP,446RIerfel 1 -44e5 722 .a /•.f "eaii gel":4M//4450 *4G Wirr--ieseeesteirr AreX/67: ATE fi.e.44 Ane-Jr: BLDGa .9-14O. 'EMSTtNe. CZEI *104 'AA/446 Ate ,4wicrz veice oxisr /1/00'6a le,/.47eme? Ct91/4e. ")eler 7 ///, /froor avfr: Avvert4/ / e • AUBURN, WA. 98002 0 EVERETT, WA. 98201 O KENT, WA. 98031 D PORTLAND, OR. 97220 0 RENTON, WA. 98055 11 SEATTLE, WA. 98124 J I I 1 I: 17.1: 1 I I I P1111111 11 ri • 1 No 1 , \ fk r\ ti i \ \ • aam/,')//• 96. ...... . . . . ee• • • oft; 1 141 '' /i3 < 4 ••• • • . • •• • _y.:40 1 "• • LAYOUT rfi47 • .ageVA/ 7 c446'43 IlLEADIEBOEMEUMEreag *.‘o In • NEW CATCH BASIN • GUTTER DOWNSPO INLET aa. 0 CLEANOUT Z114•11=101110= P.V.C. STORM LINE VINIMMINIk ' RELOCATED PEDESTR AN ID OAD TYPE CZWC. WAI-X New 6p.-caeyrrive.,e/st,xm/r.ez, To to," a /.-.)etsr//t/& aaw. Aa774/494/6 f44444-. 40-4.re5.61wae a4re. a-044444e 1A/ aira c..z444-ec #450.0.0009z Aatz7.=- A TYPE 2 CONC. WALK C-6 REVISED SECURITY FENCE ;• i•• r W CB #29.1 P-Pl." //DLO . '40,0/-40/i/e/67:AlAitelf/rfia,/ CleeeLe /NV: 067 APIffat9,k'. /45. 4 "e/A 4/O7 e oar4er-re,07 7 V A ken: ii/c 11/M-5 4.0C47 /A/ 0-1-007,e/444. ,6 .490.4eVe/ t i Vif Ivy 71"//‘. 2L /4/1 //5.e.g. ......... ........ ....... " . .... , •‘;' 00' ARCHITECTURAL CONCRETE PAVING THICKENED EDGE CONCRETE WALK (SEE FOR EXTENTS OF VARIOUS PAVING SECTION.) CONCRETE PAVING A.C. PAVING PATCH BENCH SEE SPEC. 707:1L TABLE, SEE SPEC. e4 rw") SECURITY FENCE PEA GRAVEL DRAIN 7 pRA TOP OF PAVING HIGH POINT TA, //7 •a TOP OF MOWSTRIP L EXPANSION JOINT 4 POINT OF BEGINNING qt1 F.gger 47 arigie 6w•e4e ee s • HaBIZONT AL CONIRQL ee• 744740 SEE SPECIFICATION APPENDIX FOR LAYOUT PLAN, COORDINATE POINTS, AND CALCULATE() COORDINATES FOR THE PARKING LOT CURB LINES. COORDINATE POINTS ARE PROVIDED FOR THE MONUMENTS IN EAST MARGINAL WAY. HORIZONTAL CONTROL POINT IS BRASS DISK AT CENTERLINE OF EAST MARGINAL WAY AND SOUTH 93RD PLACE. LIENCEIIMABK BRASS DISK AT CENTERLINE OF EAST MARGINAL WAY AND SOUTH 93RD PLACE, ELEVATION 115.48 (SEE APPENDIX FOR COORDINATE OF CONTROL POINT). - • - t BOEING. DATUM EQUALS NGVD PWS ( , 100.17. _", • k ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY /1 GAT .14 ofr2:%•• r)' .. ea .40006/67 YVP Dfi //407/‘04r/634/ .4:C144 42,0X05 73 iv-474N itmer9 •o/ Oki ; tYPE E CURB Azve/sr racvf• ,Extsx .er_.-c• %/leak 70 / .=•41/./5/4/ap-4z34e. -1‘7%47. pAor5721244.0/4/ p. MLA • 4.7aitor eiorwert L* SUBTITLE CIVIL PLAN / a /g/l• p ~74/6 1-1/7"/Y7 1 .)r,(5 - 77/1•*. A r Al='/'/Weri 6/-440 72 A5/27,ceo. f;ex/..57 7 ,c7/,v7; .4/ ?sale 67 • -..- //p57,73 , TS . 11. fa 6 11 c • — - - — - - - - — .14011011111111.1.1014.10 /4/6744.4- fl't7_ 7O ..exfrstort0./-4?e4e-m/ c AC -'47D sziow& . CITY OF TUKWILA APP.ROVED JUN 13 1991 AS NOTED BUILbING DIVISION UV .0.00 .0,604. Imo AREA KEY MAP .1•1111■111•0•••••••••111/1101. COVERED WALKWAYS B.M.A./DEVELOPMENTAL CENTER D.C.A. 798 4 ACOWNr M7" Faz (..14s•tzi::)/Q tiELOCATED GUARD POST J-10 FINISH FLOOR fief-- AREA 1 JOB NO iSCAL: 1" = 20' STATE OF WASHINGTON REGIS FLRE " AkCH IT ALVIN FJ. • CERTIFICATE No. 2D AESAPA/r0 7Z) toMtA7/7 a5)~rf/r5. LAST REVISION SHEE — 1 / OF 901303/5-34-03 DWG NO 109-000-1157- C-1 (5 0 0 1 --•*111119 LU - o • SYM a DA 4000 4O*C 4E v 713 4t/ rY= e./.0 4/474474 wr� �PA ;� ∎ • :4 1 1 A/ #4' 4''$7OE r01.4..-o ) /Pheir / 1 r , 'AvEMErIF :;LA.' //W /r3. TX' //5: r� 9 //lamlCAG.o, - x/-r7A/G.(06 t� TG / /S. REVISION r,//5 rim /4/re'4 X,ssr /445 e 6r4e/ .W.4w 07/0 N rae,44 Px4 /ry /. 4M )r- //`Zt'. ,�CJOk i + • i✓I r(� D TI T !t_ 35{ 000'r,CA eeaeoo�oae000a.00�svawws:av�w M.WS.vv x •.r DOOR WV G.a /r ✓v Gum i � BY APPROVED DATE 1.11111 MIN 7P//5. TYPE 3 CONC. WALK ---- r11 TYPE E C RD CONC. i ? , ! 1 :. L. 1781PE 1 r9 `� O TAMo, / . W 9 2 2 o co 0/000. 11. f/:/M .9 d " //5. t .AtAk/e C.1..r:; 4,trr"C©4 7l M,4rCeH • /r'//,41 FACILITIES DEPARTMENT • 1 11!111111111iIi womormosiraW y 9 335.' • C CONC COVER AT UTILITY TRENCH >`' SYMBOL ENGR CHECKED APPROVED APPROVED SUBTITLE TITLE CIVIL PLAN COVERED WALKWAYS B.M.A. /DEVELOPMENTAL CENTER D.C.A. 798 SHEET AREA 2 LAST REVISION / /9W .10 • NO 901303/5 -34 -03 DWG .NO 109-000-1157-C-2 ❑ AUBURN, WA. 98002 [� EVERETT, WA. 98201 ❑ KENT, WA. 98031 ❑ PORTLAND, OR.. 97220 ❑ RENTON, • WA. 98055 le SEATTLE, WA. 98124 8 IA IIIIrl11 . L 1 1�11'Iilr '1rITI r 2 � 3 4 5 I irll '1'1'1 '1' ' 1IiIIIIrII 11I111I111i ° 1111111111111 1 1 1 1 11 II 1 1 1 � r No.18 er -°� � I fill I1T11 CONCRETE PAVING Ct.ru.. (r �. ". � OJiRii'"A.I 1.5 'Jrr(LE (.1 K .a ' 1A1 Fi A E J ,h 1,31.,35 L ;t 4 ; . j 7 //5. CB # 2O2Crow G) NEW IMPROVEMENTS EGEND 0 CLEANOUT —s PVC STORM LIN -r-- -IP-- PEA GRAVEL DRAIN Talkwaltimis paGT /L /gm/ P7/ THICKENED EDGE CONCRETE WALK / /5 If TOP OF PAVING rC #90 E° O O SPOT N AT STRA GHT SECTIONS ON C RB.) APPROVED BY XIST. METAL DOWNSPOUT ALTERM1ON 15e0iv rr 36• e /4P/ Tri Gl/ c,> HORIZQNTAL CONTROL SEE SPECIFICATION APPENDIX FOR LAYOUT PLAN, COORDINATE POINTS, AND CALCULATED COORDINATES FOR THE PARKING LOT CURB LINES. COORDINATE POINTS ARE PROVIDED FOR THE MONUMENTS !N EAST MARGINAL WAY. HORIZONTAL CONTROL POINT IS BRAS DISK AT CENTERLINE OF EAST MARGINAL WAY -AND SOUTH 93RD PLACE. BENCH MARK BRAS&DISK AT CENTERLINE OF EAST MARGINAL WAY AND SOUTH 93RD PLACE, ELEVATION 115.46 (SEE APPENDIX FOR COORDINATE OF CONTROL POINT). BOEING DATUM EQUALS KING COUNTY AERIAL SURVEY DATUM PLUS 100.17'. ACCEPTABILITY THIS DESIGN ANDIOR SPECIFICATION IS APPROVED 1 EXISTING FEATURES LEGEND • - • UTILITY POLE LIGHT POLE WATER METER R FIRE HYDRANT WATER VALVE CONTROL BOX • IV WATER MANHOLE Q. TELEPHONE MANHOLE rin POWER VAULTS rn TELEPHONE VAULT q• TELEPHONE PEDESTAL O SEWER MANHOLE Ci CATCH BASIN TYPE 1 * CATCH BASIN TYPE 2 B MONUMENT A TRAVERSE POINT GAS METER %E- - CURB LINE FENCE LINE 7.c /6.e' r . 1151) ,4' L, .,GPU: 1 5. }4 L'/E1 YiO U(:A /. CYc /is: // miper / E \ TYPE E CURB I C TYPE 3 CONC. lN/lLij CITY OF TUKWILA APPROVED JUN 131991 AS NOTED BIDING DIVISION IMO NNW G et1,e /�vv rap/ Pdr z/x /we /,vo am /7r renerf. SCALE: 1" 2 0` STATE OE WASHINGTON F LGib 1 L1tdD A.ti IIILCT ALVIN E3. DEES CERTIFICATE No. 2(19 T d n x 0 0 O IFliillll i II S4 iIl I f I ; II iii iii l 1 i Irr i1 tlitii 6 hk ii S ,� iil�llll L iiil 9 III �I�Ii i � . Ii iili 11 E Illlll w� i `� Fiiiiilll OM ssN 40,s f1t9 71113 REVISION / �/3 ,vim &6 D g - / : ' a ' % !p iN/7' M rR/ //6/A cDA/6 7 am um EMI 111111111111111M1 =him MIN SIM DATE BY SYM APPROVED --,•••■■•••••• •••■••= APPROVED By A NBY CKCKD DEPT. DATE CHECKS!) APPROVED APPROVED DATE SUBTITLE CIVIL PLAN p TITLE COVERED WALKWAYS B.M.A.. /DEVELOPMENTAL CENTER D.C.A. '798 AREA 3 1A51' REVISION SHEET SYM301 Are i DATE J•• NO 901303/5 -34 -03 OWG NO 109-000-1157- C-3 OUTSIJ GRASS • P MP H 9 US ` PING ti ' UNDERGROU IFULL TAIJK ° FUEL /14.91 6 d • MH CONC _.Y 114.76 STRIPING 114.98 . 7 / /5: CONC TYPE 4 CONC. WALK TYPE E CURB 04/0 77" Oci ee 00G/t/ 711 40 ed/A'3 EXISTING CB *105 /,VV '/r E"X/E 0i Ion/ ,i/v /4< //2. 7 TYPE 3 CONC. WALK 1 CONC. Q ti mAr'CH w d BLDG. ', . `, , DOOR Ts 9°-101 TUNNEL' CONC. REVISION /.3 117/it/ 7" C4/�rs. M•4T�•`� 1/om' sco/ . // . may rte /' WAT R WOOD. HEADER EXISTING CB #10 0x167: /#I' az/T. //2 • /yi`t/ /4/14 /rte 1/2. BU ! f IIM ' 9 -9Q eel/er-6 ,41;47r4 F-/A451/ : OF OVERP !»f15,✓ AZEZIEZAW FACILITIES DEPARTMENT rP //6 `,40// PEOESTRIAN OVERP •S — SUPPORT POST ( geedX./ CONC. //4 CONC. TYPE E CURB 77.e /*TD o �r/sr G3 /4/x/wo ,-Arai? 9- fa ,ate. . 111111111M0111111•1111. CO. O e 1 •�: - 1 pmml 77'//5 '`-° TG 8P //l1? e ❑ AUBURN, WA. 98002 O EVERETT, WA. 98201 ❑ KENT, WA. 98031 ❑ PORTLAND, OR 97220 ❑ RENTON, WA. 98055 SEATTLE, WA. 98124 I IIII LLI il l ll 1 I'III1III'IIh I III I III I 11111 7 �I j NO. 1 • grf 'OfaGtsi'Y OWf''� /.f/� //17 /--- TP / /51e rP /./ .e CONC. y ® SS ia.(I T/it Al21,5 1 ,vo 7'' FRB c '0 CURB CURB .RAMP j W IMPROVEMENTS :yEOEND CLEANOUT CATCH BASIN PVC STORM LINE PEA GRAVEL DRAIN THICKENED EDGE CONCRETE WALK CONCRETE PAVING A.C. PAVING PATCH `TOP OF PAVING TOP OF CURB HIGH POINT EXPANSION JOINT b CC, 1w •1 WALK CG pugs - TAN.e 5 G// P) NEW CB 4 (TYPE 1 -C) 1 'N . 05 ' .av xi's7 7,1/& ,A1 UA6 Mr /yg! ©mil= 77t /,V7 EXriT/N6 srq <-/M 0.467: ApfOx /1/ • HORIZONTAL CQNTI RQL, SEE SPECIFICATION APPENDIX FOR LAYOUT PLAN, COORDINATE POINTS, AND CALCULATED COORDINATES FOR THE PARKING LOT CURB LINES. COORDINATE POINTS ARE PROVIDED FOR THE MONUMENTS IN EAST MARGINAL WAY. HORIZONTAL CONTROL POINT IS BRASS' DISK AT CENTERLINE OF EAST MARGINAL WAY AND SOUTH 93RD PLACE. BENCH MAR BRASS DISK AT CENTERLINE OF.EAST MARGINAL WAY AND SOUT 93RD PLACE, ELEVATION 115.46 (SEE APPENDiX FOR COORDINATE OF CONTROL POINT). BOEING DATUM EQUALS KING COUNTY AERIAL SURVEY DATUM PLUS 100.17'. ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED GRASS 1 ! 1 w ! PARKING 1 THEE FENCE LINE stollommommoollrormerismannamommilloommmoommorminer TCWlATc// ft /#, 1q 9,e4 4X /57.• 5aeyeK 7041/0054 PtvA//: A/ /O/59 ', 0/0897 Z !/ //e.8 EXISTING FEATURES 1 LEGEND . unt i TY POLE LIGHT POt..E WATER METER FIRE HYDRANT WATER VALVE ccN TROL BOX WATER MANHOLE 'TELEPHONE MANHOLE.. POWER 'VAULTS TELEPHONE `YAJ` .• TELEPHONE PEDESTAL. j SEWER MANHOLE s t CATCH BASIN ' pt. '11) CATCH BASIN MONUMENT A TRAVERSE PONT GAS METER ( URB L.'NE __,...r *.._,_.....•■■. *,;,.1..1.1 4 70/ 40', w w w z ...I 1 p, G'1e43 AREA KEY MAP TYPE E CUR 46e.-eva/ 7 �� CITY OF TUKWILA APPROVED JUN 13 191 AS NOTED BUILDING DIVISION IN H0RTli SCALE: 1" 20' STATE OF WASHINGTON REGISI Ll t 0 d T AN it IIECT VIN D. DCE.S CERI1FICATE NA. 209 0 • 0 0 1143A APPROVED REVISION APPROVE^ REVISION ACCEPTABILITY THIS DESIGN ANDIOR SPECIFICATION IS APPROVED APPROVED by DEPT. GATE 0 AUBURN, WA. 98002 EVERETT, WA. 98201 L7 KENT, WA. 98031 0 PORTLAND, OR. 97220 0 RENTON, WA. 98055 SEATTLE, WA. 98124 S TITLE CAVIL PLAN LAST REVISION SYMBOL DATE COVERED WALKWAYS B.M.A. /DEVELOPMENTAL CENTER C.C.A. 798 Af, } 'fNLK/COING. W c ' OX/.6r/NO. 1— uj W TYPE E CURB /�</GC/,P$_ A4 g71W I /77/ ,4ay . Ex�s I(/ 4N/raGE a7 7a M.4T 'tom F-01.40i1 15 T7E CoNC. !'t4 .x. 00 11000 40711 REv. 7/83 gawp I uj 0 VENT PIPES - ` 1 1 1 *4.1 INIIIIIIINIMINIIIIIIIIMMIEMNIMMNIIMON1111•0101101111111111•111111.110111111110101111MIM 4111•11101,1110110011111111101111101•411W 7 VA/77 CURB RAMP / • •, u E w/rmAP)A r•r- - 'ti' '-- • � x M4 a€.41 BLDG 9 -98 S , ♦4'� - \ 1 ti- '�s ENO ? W.�Z*' � ✓�' Gl/<1G . TYPE 6 cak P MLT x-- BLDG. MEDI TR-.4A161774N1PrO 7U A4ar -' . • re /hS. 0 • • • . H .. ` D .�. 1111 �. IIII! I 4 �� .1W1 714=V . atiA2V 7Zr " a/le,3. i /773 a • I PARKING No.18 e1`"`,u THICKENED EDGE CONCRETE WALK TE PAVING A.C. PAVING PATCH 77' //5. TOP OF PAVING //J -� HIGH POINT .�l5. r'COP OED CURB ,e:/T EXPANSION JOINT N.Q.B1=-TAtelidis 1111 SEE SPECIFICATION APPENDIX FOR LAYOUT PLAN, COORDINATE POINTS, AND CALCULATED COORDINATES FOR THE PARKIN© LOT CURB LINES. COORDINATE POINTS ARE PROVIDED FOR THE MONUMENTS IN EASTMARCINAL "WAY. HORI CONTROL POINT IS BRASS DISK AT CENTERLINE OF EAST MARGINAL WAY AND SOUTH 93RD PLACE. 111111111111111 1111111111111111 51 ASP4ALT ♦x \ b BENCH MARK, . BRASS DISK AT CENTERLINE OF EAST MARGINAL WAY AND SOUTH 93RD PLACE, ELEVATION 115.46 (SEE APPENDIX FOCI COORDINATE C P CONTROL POINT). BOEING. DATUM EQUALS KING COUNTY AERIAL SURVEY DATUM PLUS 100.11'. 4/4/V 4 ' AL=L 57x/~ 044 2NW 5G• PARKI NG s> frovw 7 pp 4/.4/ a %e Gl/,/L.e Wflh' 770Yven /G''4 1/ PARKING 4771- � �ca (4 .) ,41,du�7 RA , W r'Dv, -R 7'M.47CN //V. -, ' 1 c Am N T7Ae Sa 4t?. Apcx,E= EXISTING FEATURES 0 3 I : .,1 ""1:'-„ )',► t T f , O: .";TREE i LIGHT VV =' 'FR !.!E. 1TR FIRE !iYt'14A'd t VO Er, CONTROL tiox f)t1 r - R L1.KNNOI.q: .To.upHot LIP t/AULTS t.: TELE~ -1ONdt . E'. 1'41 SEWER \4A':Ii0L r- ATCt I 8,\!;;! No` N 110,4t ' RAVEF4.`:I• j.r;I',;I CURB 4 EeA/ TYPE:' CGiR.B D P SED ,C R END 7 A 1 r?'N 77� 1l/'✓•'77i'r 711"E 5 Ce:14 . WAS TYPE 5 CCNC WALK (SIMILAR) CITY OF TUKWILA APPROVED JUN 13 1991 AS NOTED BUILDING DIVISION SCALE:1" 20' STATE OF WASHINGTON REG1STLRE LAN DA'CAr . Rl < CH /1 GT L VIN D. DEES CERTIFICATE No 20g 1 C�I�� (Il�I ntmf � 11(II��I l�1�l �I1�I� �1iIIl �1i1I� APPROVED REVISION APPROVE^ REVISION ACCEPTABILITY THIS DESIGN ANDIOR SPECIFICATION IS APPROVED APPROVED by DEPT. GATE 0 AUBURN, WA. 98002 EVERETT, WA. 98201 L7 KENT, WA. 98031 0 PORTLAND, OR. 97220 0 RENTON, WA. 98055 SEATTLE, WA. 98124 S TITLE CAVIL PLAN LAST REVISION SYMBOL DATE COVERED WALKWAYS B.M.A. /DEVELOPMENTAL CENTER C.C.A. 798 Af, } 'fNLK/COING. W c ' OX/.6r/NO. 1— uj W TYPE E CURB /�</GC/,P$_ A4 g71W I /77/ ,4ay . Ex�s I(/ 4N/raGE a7 7a M.4T 'tom F-01.40i1 15 T7E CoNC. !'t4 .x. 00 11000 40711 REv. 7/83 gawp I uj 0 VENT PIPES - ` 1 1 1 *4.1 INIIIIIIINIMINIIIIIIIIMMIEMNIMMNIIMON1111•0101101111111111•111111.110111111110101111MIM 4111•11101,1110110011111111101111101•411W 7 VA/77 CURB RAMP / • •, u E w/rmAP)A r•r- - 'ti' '-- • � x M4 a€.41 BLDG 9 -98 S , ♦4'� - \ 1 ti- '�s ENO ? W.�Z*' � ✓�' Gl/<1G . TYPE 6 cak P MLT x-- BLDG. MEDI TR-.4A161774N1PrO 7U A4ar -' . • re /hS. 0 • • • . H .. ` D .�. 1111 �. IIII! I 4 �� .1W1 714=V . atiA2V 7Zr " a/le,3. i /773 a • I PARKING No.18 e1`"`,u THICKENED EDGE CONCRETE WALK TE PAVING A.C. PAVING PATCH 77' //5. TOP OF PAVING //J -� HIGH POINT .�l5. r'COP OED CURB ,e:/T EXPANSION JOINT N.Q.B1=-TAtelidis 1111 SEE SPECIFICATION APPENDIX FOR LAYOUT PLAN, COORDINATE POINTS, AND CALCULATED COORDINATES FOR THE PARKIN© LOT CURB LINES. COORDINATE POINTS ARE PROVIDED FOR THE MONUMENTS IN EASTMARCINAL "WAY. HORI CONTROL POINT IS BRASS DISK AT CENTERLINE OF EAST MARGINAL WAY AND SOUTH 93RD PLACE. 111111111111111 1111111111111111 51 ASP4ALT ♦x \ b BENCH MARK, . BRASS DISK AT CENTERLINE OF EAST MARGINAL WAY AND SOUTH 93RD PLACE, ELEVATION 115.46 (SEE APPENDIX FOCI COORDINATE C P CONTROL POINT). BOEING. DATUM EQUALS KING COUNTY AERIAL SURVEY DATUM PLUS 100.11'. 4/4/V 4 ' AL=L 57x/~ 044 2NW 5G• PARKI NG s> frovw 7 pp 4/.4/ a %e Gl/,/L.e Wflh' 770Yven /G''4 1/ PARKING 4771- � �ca (4 .) ,41,du�7 RA , W r'Dv, -R 7'M.47CN //V. -, ' 1 c Am N T7Ae Sa 4t?. Apcx,E= EXISTING FEATURES 0 3 I : .,1 ""1:'-„ )',► t T f , O: .";TREE i LIGHT VV =' 'FR !.!E. 1TR FIRE !iYt'14A'd t VO Er, CONTROL tiox f)t1 r - R L1.KNNOI.q: .To.upHot LIP t/AULTS t.: TELE~ -1ONdt . E'. 1'41 SEWER \4A':Ii0L r- ATCt I 8,\!;;! No` N 110,4t ' RAVEF4.`:I• j.r;I',;I CURB 4 EeA/ TYPE:' CGiR.B D P SED ,C R END 7 A 1 r?'N 77� 1l/'✓•'77i'r 711"E 5 Ce:14 . WAS TYPE 5 CCNC WALK (SIMILAR) CITY OF TUKWILA APPROVED JUN 13 1991 AS NOTED BUILDING DIVISION SCALE:1" 20' STATE OF WASHINGTON REG1STLRE LAN DA'CAr . Rl < CH /1 GT L VIN D. DEES CERTIFICATE No 20g 1 _ Ilil{IIII • - .. • ' • t.l., C,9. '� r • ' W reP — • ' 1 • 7A'°4'L r'AULer /47 _.1 va• e . . , . Pk t..4". AlAre mtir'ldve g w /.0%0# . 1Wi6✓ . ATe Lsxi47744 , � ,, � &' PL,.q�lf5 , 3)4 Pe 1: T 1 • .1, • • i• • ' t... . • . . ; . ; ), . , .• � E - r111r rf ff e,..z, - • 9 waT ". NG"' ./.0.15x/wa.,e407-42p47 ...._...... • • • ___.... ' r. • { //�rw�J�(- ',AO p • / .d c Ir .0 li p, • fir 1110 - � a , ,, r ,- •. • • • , • • 1111111111. _r �,• 1111 , ' ,111, . IrI 11, VIII . r. . i :1 f • P � 1 1/r1� 111111111111 MI . ._.e. + . ,f5:4‘ A �1 , , i ,... �-- ` 1 ' rOPtaWl.. ,:: . 4 ,, . .. • • ; 7 � , , i s //// pee. ; /, ' / �1 (2> ��rnA /72 A� ++ /A/VORr 1I? �, • Pte: p • ... „, "<,,c , ; . - 4” i ce' \ / / 00 43 x/y c��;au r e • B 0 ace., f"y,:o /. 4 ' . Ave.. 4PP7 0 Y.G. L With f -AO : WA " �'• SCALE: 3"=1`-0" A 4 /2" • 4/0 aWP PE t ht/ P E Z'/,4 &4 L1 iVP44rW AV , 4V ' / i AG — _ • NTS 7 - 4/5 3 aleAP3 Cr 3" W /GE . • El-46V 1 alerrA � • pier 7 I0 Cau�v 77 V 0 eve. F/777/ . SCALE: 1/2" = 1' - C C) . , SCALE: 1/2" = 1' -0" - TYP STORM SEWER BEDDING DOWNSPOUT INLET .' CLEANGUT C-1-2-3 C1-2 3 � PEA GRAVEL DRAIN 077 A./OrEnpA/FMAZ • • • L3. �� /gee-4e atmffavot /G O �///� +r��+� I _',4Ts Z. T q�t/•T��v y V /�/l� (5 f- �+4✓v) \` � �. � 144 \ � . v B • _ • ol ' ` e tyi � % ' Ne-W Vol ,XP 4v •' • 1 + � �/y / , �� , ."+`/ � II� -� • s�/,�'f 0.: ,�MPTO , 01 Az'. AViil/� P.9re..�e/ a /��1'/f1� f € .Exrsr• ev. . 6 /Wit/raegGL • �' /Veil 3 'o' • 0kkf ✓ut/ OBLIQUE VIEW ii New co/se- WA 11X l ot_." Ne-,g/ae.ay../4-x ----\ ` __. • .' T • ' /g ij -... • e /yMer S TO 9'A _ AVM*: 441- r �' // A441.4 se Ft . E'!� a /�,EX1 / 5 • Au 1)2,44w 1 �, moo, ro e f G ro •l.,Ac /A/& G Z • A /dy1t1 4 (p6' V«laN 1•40/A17 N /Aearr /A/6' ffAl � . ( PAN) ep e ,' ' e. .. 67-1,7Z---,-, . , M / A4' ALG kxPL:F1� e!/.E'r,4G,� . NTS i ' r _ J SECTION 8 B 4127 TYPE C�iac -'8 COM' /N1,�65 " - - o SECTION _— ?� - X .. G� w aPtC. Ge/413 O • . l° Ner : 411. RAM AL,G.e tzi L7 14 r' / F r i e111 .4a- .SAP // � il' ' 0 A /D 8Ye''o// T /14V6e r49 R4a • U//w .. c /,. 1' y, . I • / /� Faez- of prw Adove PAVe/ /1/7 . . r NTS k .t nir . JNt= ,z4 A:4 •ns/ C..at'I L T/_ :WA•=.1-A(4J' • A CDei . ,ft Yru,t'L 1. ;' e5 /A .4C.E CY37 /&-.D e5KA sq ^ 9 - //, , ".•- 1 .41744, e,0, . ,c+NC --i, • 'ft- 4: 4 1f -��/ f•St -:,si• fX�:Y -�12) /,crr0 f.4,W5✓/ G�. Ti fC .. ;s w ..4 Air,. n,= 7'/ i- ,AAf'4/C? ,' /7f.� / ..sei-L 4- 4f E /'F .4'Gir.</u4,E' ; � >NF' c - N�:c3 S. 1.•6 TO/A/1/6r./.4.4,e ,j'i,>>�;� ...50.,-742‘,..5 544/„„t. �sW.',� =' A 4 /fir flea.. f%Nisr' I- 7 464 7D 7 eQ0e.e3. -- NTS F,..ce .. T ft= /7 7//4/' '�� ,44/m/ 6k'PA4 /4VJ /4Vr. //Ae z/Tr /A/b �.44e1P KID /A/r f?p122,_lil 1. ',1 L % .1 ". D J��C . • NTS 1-2-3 -4 _ \.____. TYPE E�IlIC. CURB • � CONC. CURB GUT _ ._ _ GUTTER S DEPRESSED CURB n..,:3 CONC CURB RAMP Re' ..e . -G v f- /...Y.A r'a • svicenorvi) 4 "7W Claw ■51IWM ' co" r>y,e: • axe. 19/ii/A . .. . • . • • • , • . i ",- 4D/645 / a n ' • • ,9G, ecit// 7' '*''1e* G/4'r x •r /W'4' ALA. 5!,/, Act : '. _-- -- 0 17 !G /,e Acts ,4 , /--- l'o 1k� /NT'' f'4 . Ic 16%N6 --' SA/VC/1r E i'd) ~ �' c✓v/�. • r. . h B . /itrT/Y /✓�iVr j n .��,R/i't�,Eil..4 FLT ,= L=, rspeezw /A446 1 "eD � �. tt; / /�,� r� . 1l 6/13.7)1"/1 L .-- 1-/&//74440..640157 " .�wr, yl per r�,4.v • A4. 61) fxrcyel _ • � • 9 , A' d .� • I p er g. IT - r �. n � p • A .v. v ' • ' ; • v ' • .• • L / • , ., j a • • 1 • 4 • • ' WIth /a_' 1 _ CITY OF TUKWILA ' • - • ° APPROVED ' �I ---1-1"-; �, x X x x- . ,>` x u n J c . k/0 Wh MSE • ,, JUN 131991 '' a 1 ; ' ' /��/ %. //11 :.%4/1/ � '/ \ \� �� \ , / f \ �i� r'1'` \� I compAc . /441;e TD 95 % J /1�� • • /iv�.sraw ✓ © /N T5 �i� '. - yQwi' ✓c pe.,aw/,v&• 1 W l• • W � �� s. ° 1 .� 4 1 1 : 1:: : - ; F Eel EQ EQ Ea !1 ' j" C /0 it C / � all I Iii r? /III � . -- -- st 'Q ' ' I(III,I IUill,.•. �fN ; �% ` NT 6 � i cis ./`" \ ` �// AS NOTED -- I _ _ fi r3U..re- tall !� Nor: : 101.5% • '� M" -.. ' �) � -- 1 — 1 - 11) - ) t n I - 1 c'av - 7' `5a43 l . 7 ' 9' ' ' !/A •.r•- 1!111 -1111) SCALE: 1 /$ 11 SAWCUT GRID PATTERN PAVING SECTION /t!t� - e� // rAGL L�Xf)4/VDN to /i!%r��' /(/a , e-e_; 4 17 - 4 , e714.14/10"e. Q, f ALVIN B. DEE9 CE RTIFICAT. No. 209 L:4,1//�i�?7�,'D�e / ?P-'1" P.�lf /iVC .. • I�ECEIVEO CITY OF TI IIMILA SAY 1 4 1 yt • ' Fri 4LL7.4 MT?/ /9 , • i P 4z7/ /AND Fz 1 M b ', e .. , . . TQ ffEAFPgeWe " . P1� /OQ i't's f M& CDAJ'' PERMIT CENTER NTS do av 04/4/7- NTS O / f/O.V Plyiv • we,/r' C-�/3 7O . a ij l }Kvr E:Tw r t/ exAtifiti • ✓DINTgL TO 6 P� /S G�f NTS . C -1 ARCHITECTURAL REVISION / �q //r R01,0/1/ CONCRETE �� APPROVED . DATE ' "/34/ BY lit _ ,+ '' .I � .. A ,. .. ..�. .,. 1 - , _ /' V .�, ; ' �� APPROVED � DATE ® ®� ®�� FACILIT DEPA RTMENT c - 12 3 -4 CON PAVIN U A UBURN, WA. 98002 C EVERETT, WA. 99201 � KENT WA, �� 1 `► 0 PORTLAND, � R. 9722.0 0 REN ► ON, WA. 98055 5 E ATT L E , W A. 9 $ ? 24 ACCEPTABILITY THIS DESIGN SPECIFICATION IS APPROVED EY ANDIOR APPROVED DEPT. �� aim IF M � DATE CONC. �, AN CHECKED " • i.;}• �. _ � CHECKE APPROVED APPaQVeo MOWSTRIP DA / -9/ ,• � _ S B CIVIL DETALS • TITLE CO ERED WALKWAYS B.M.A./DEVELOPMENTAL CENTI�� D.C. ?9$ frbedi e�0v6T,�r., 4 2 LAST REVISION SYMBOL SHEET JOB NO. D No: 4.03 903/5 =3 C10:0050. 1157 a " DATE . /a, OF . _ - � 5 _ Ilil{IIII I EI;, 1!!11111! I I lilliii 6 iiii m iiiilinlidolititlitii � E - r111r Z il waT EI11IiI oa 0000 4075 yE V. 7/83 '4 I di I 1lIIII ( 1 III III' ''' I''' I ''1 VIII III,I IIII1 11111111 2 3 4 5 . f 1 No.113 tb„:- .��. .y.,.•. r+ 0 0 1:70 3000 4075 REV. 7/83 am17YeQt1 ii7s REVISION THICKENED EDGE CONCRETE WALK LONCETUDINAL SECTION X -X . 4I■.►d■. /aI►/ 11!i DATE APPROVED APPROVED DATE SCALE: 1/2"= -0" CONC COVER AT EXISTING UTILITY TRENCH SCALE: 1/2" = '1' -0" REVtS BY .0Y.�'T. 4w/flb 'a 5wCe.ireAwkT' M1N /MG/.yl NeW ft^6DDYC4455 B'045‘3447 r COMPAeTGP �M.v CC4T �P7`HS / VobE7/xl70NCONTI?O4- iU W ,e,46. CGe/,05, 1 WeRfir .C. PAVING PATCH O AUBURN, WA. 98002 O EVERETT, WA. 98201 EJ KENT, WA. 98031 O PORTLAND, OR. 97220 O RENTON, WA. 98055 SEATTLE,. WA. 98124 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPRfWEn A DEPT. DATE ENGR. CHECKED APPROVED APPROVED 26 x 72 "LGW X4 ",e /4iQ ' co/YG 4.cf,e3 lerrt 1 MArGfa r -PDP .. 1310"/.7 A 1:141//4/&, rem A4.L 44L /h'V ?zaw - Acr c . si/C,{/ iv/ er,c op g4 k' /N6 t ■ Axe/ . ea/J/6. PA !/ //1/ TITLE SUBTITLE CIVIL: DETAILS COVERED WALKWAYS RECEIVED CITY OF TUKWILA MAY 1 4 1991 PERMITCENTER SCALE: 1"= ALVIN D. DEE$ CERTIFICATE K4a 209 SHEET DATE /7 OF LAST REVISION SYMBOL TYPE 1 CONCRETE WALK �N. y,4/.4 � w `�:OIQEG✓NE 2 aatiR4er / a',t/z /Aex. W W !Waft #4. i3,4P Cei/r7A// 9 " /2" TYPE 4 CONCRETE WALK '57 L_ • izz. -'c:aQ ,94::'r1 v 95 GGt[ve9F' NECK . ¢" reivik a; e. ;4446x w/ w w,u emoace .ecxxpv aeortieEs 44 t e�XR'�'. ,f> eL 'iE5 J o / / ///% 7 // /1 /G ._. TYPE 4 CONC. WALK @ , /4 " -1' -0" FUEL TANK SLAB 7 .4(2, F_'.l' /O �. Et'/`57//f p /zt;4Pi *;5r c7Y TG4 x,11 v41 ErAE ) • . ex1s774 G -" G4 TA'G' Rb74/N //rte 1414u- 700L ,41I ---, /2''' • 111y ot7N Arm art ' 111 612 P./ie-fiak.WG -h4)-- 111 8 . EXP i 111 .A15 etz•s■W 1 ,4 • )C ; . • • . . 4421e. iliev--/tieta, r G a at? Catt pAirPffyR e eCr =" /A r ran 7 q/ 7 a?V/74 42/ ,. /v01 sa / /O /--0 ae rEx, z4V.e TYPE 2 CONCRETE WALK /O' ©' -ccaS, -- Tv Aps w. ¢" 7 GM'. W.44' TYPE 5 AT 9 -98 BLDG. ��i 11 ii�i �l i�d�iT�l1�il1 o rxic caw WILX wires W. 5 7 � -. -C N A W# A4' 9 Oa 2� III III III' (IF III lII IITIIII III IIIIIII III III III IIIIII III III !II'III III i +( lIl'I�f I1 1 I.� 2 I L , 1 3 �. . I _ I 4. I I 5 I I._.. ( 1 .�... tt ICiiIIil� If hiEi IfiI iii to A.C. AsAV /N6 ??47 ra,t ALL �jrF ,4z X4141. m7a9 4 i C'OA vivaGg 11 O• / F7i1//9 ALL / 4x TYPE 3 CONCRETE WALK e,dec 1 fr; w /,$rz/ ALL • e �lr c7 95 ' 4 4 THE2e: /r7/ /V/.14' 4.1. 0 eta4/7111/az 2 • . ?D 967 6Wirve fl 4t 4. 77/4e eate lam• e ,y/ . 0 2 TYPE 5 AT PARKING LOT N. OF 9 -98 •BLDG. 4 1 ' EX/b AMV/A . 0 CO I m uJ N5 w4 4T /6Va ,Gl2Akeg •u/vrc Ex 777 ' ,' /LE' c.4E3 /A✓7." EX /4k ' ELae7R/6 PA■/EL- LO447 NOrE: /z vE ;Weill- LIP aV EX/6T/N& BAE PLATE AT Jt/E14/ /AW:44 -L_ NEW ESE AA ' ENT /e5 7 N0/4LL . /4✓5TAI.L- /L-/C.4/11 G .11/1 . ' ,B TI/ ✓� / 2345:1 NEX/ OU,vz7A-77O,V. /` " leZ% 1 / /W!4/ l0,t/ - ,t1(/ APPROVED REVISION APPROVED REVISION E -w cv NEW /P" W/L ar../t 77 14//Pz. a#41-6- rep: EX i" , !.�- � / bl1A3T.' aOL, 7- Egra/J 7-47 1�EMA /�,'. HANDRAIL CONC. STAIRS 6 • g - L x.47 G X•77 /At;9 /"t/ //b'L7,GI/F>t4NEL. E'T /ON To TH/5 Lc4- .4T / ©N /N57:4`c -- /✓Eff/ JSE JUTE Az-crvra rNT /RE W /l G = • 77 5/4C". Norio'.' /. gEY /5/4 ?a Thy' EX /' T /Nd' ,T1z47LIgE /N X L'E 5W /T(H /N/a L!X.AT /4VS ac' 5X /T/M( t3 Ay/N/2,41 / v5L* NaTEP. YAW Al /ivae 1 /s ry /Fr 06* JE'5 PO /d Z . . NEk' o3 ": fS AV4 /L 4 LE 77/ N '14€TA -,e/ ►E / /I-L /A SY-675144' " 1-A29 ' : Bu/z /A/ra c4/f(1 S ..ice., TO PoRTA - e //J 6T44NDAl217 aF/GgT' /O moo` FOR' .� A ' OTL.O4e. 43 / /L.LYNI� . 2. G..//2'7 ' 4'W /GrAi 4F'' /✓ Fet/A/c4477 4/ 9Z-467? CONPo,2/14 TL'1 704EicZieWS G EX /T /N& ec F6wrpgi,vr 5 /zE 16 App•/M4TELY /2 /,0"xefe0 VEJz /FY /N F /Ew. 3. SEE � /G4� Fie 4ve14/ L ENE IURGE' )4/77N Ea(TE'1GIe 4/44/7"./A/& dNAA/66S . 1RELacA`rED GUARD POST J-10 ROOF CAP CONST. TYPE V-N, M -1 SHED FASCIA./ EXTERIOR ROOF STRUCTURE REQUIRED FOR ALL EXTERIOR APPLICATIONS. WALL SECTION WAIL SECTION FOUNDATION FASTENER N -1/2" BEAM TAB FASTENER SILL AND HEADER STRUCTURAL ROOF PANS 1 1/2' ROOF DECD EXIST. GUARD POST WALL SECTION /M3Til't1,-Nal/cdgetWe "F.,�f/i /PF /;• ate" /yid td :, c/gTEQtL 5xpeJ ez 641:7 4A/L: ---- -- ! Laa4TE Fx /57 /NCo ■aaN57-.. €ECT/DA/ 77/ TH/43 T/GW. REMOVE L /J°ON EX./gT // ,ems 1=44Te AT N&t/ £JQ [.cr.4T/AV. -�- EX�✓T /N� 7°U /CEC/X/iUl Cl 11U /L f'Ly a267 %ETi4' /L 7W /5 5h'E771) HANDRAIL NTS PLAN SCALE: 3/8"=1"-0" e.514rvTE EX/57Z4/4. MW 2WY FOUNDATION & SLAB CONC. STAIR f `V 11 •72 ,v6W /r./7Ar /c.7 8 . /' /Q`ro 4 /LFFE a 44V. erEEG . ,e-/2_ -- EPDXY P /off" Gcx.[.4,2 HANDRAIL NTS &wv'c' for Gvs3LL p /PE C�7L G..9,ro F •VE W /ua / iM FACILITIES DEPARTMENT C AvG•. G. //2- • • F�,v//G. 'I '1 'J FOUNDATION SLAB ❑ AUBURN, WA. 98002 ❑ EVERETT, WA. 98201 ❑ KENT, WA. 98031 ❑ PORTLAND, OR. 97220 ❑ RENTON, WA. 98055 • SEATTLE, WA. 98124 II IIIIII'IIIIIIiillillll IIIIIIIIIIIIIII IIiIJIII1IIIIII IIIIII$ II�III IiIIIII�IIIIIII IIIIIIII .I I 1 II 1 2 1 3 1 4 15 .I. 6 . No.18 /�f/a4 MC KOLc. &Ng / /MPc :;ff47 CCiG . 3 W/ 2/54/r /iJ ✓-* #•¢ eavavake SCALE: 1 -1/2" = 1' -0" � SEFtVICE COUNTER NTS ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE kv /iVGY.'/1/ P/A T/G GAM�N.Ar9 . "ExrER/ag PLYwcXD x 3",ielf/ TOM P � r , �j� .47st S!n /N(v • o f /,e 314" eve 420,C PL mt90o e /Ql?! //I/ 5 ;'L . Fiat– 4 41— xP //1/r6,,ee, u Aire: aw6feer nrwav/c caer4/ IggeuAlio 'T /Nl' %Cv /GE CW/'4 l#( (p "�r /6 r //¢" A /, t�IJA! f 7TE. 4r7r A rey RePAf_. 4 PAN W? {4) - Mr P.DLT� 7"/P/1 A Ga w,tw cM4,0NE' agree ty p ry V4 7 . E�/n /I/OTE . PA /,Ur, 7 4/614) HrTlgiae TP Away Ea /Ar., rgimaecie ENGR. APPROVED MIN cs%e./A eL7 J 7' 5L p A/Pitr /Or(/ f /N/ F op c - r/�1ev PGIsr TITLE -ca "C -7 i17i FA" (ilk c. px r CONCRETE STAIRS RECEIVED CITY OF TUKWIL.A MAY 1 4 1991 PERMIT'CENTER SUBTITLE RELOCATED GUARDPOST J -10 .. CHECKED COVERED WALKWAYS Mr B.M.A. /DEVELOPMENTAL CENTER D.C.A.79$ event, F /A '& Ti O �r/�J =acE F A./o /c(/L..4,e ro 6/t4PE. Sit e1JGL RE,A'MA /it/ /,ii i/ p4 5 . 1mL.41. .EGY 5- 1 4 1C 1--- -- F/4/ /mil G E. Jciv7' # ¢,PE1°�4rE , / P /ZGW7,4,Lr 0*v 7 . CITY OF TUKWILA APPROVED JUN J.3 1991 AS NOTED BUILDING DIVISION " STATE OF w AS; 1 NGTON R {� u t;A1r t. /Z cutYI'f>i�T ALVIN 13. DEES CERTIFICATE P.o, 209 FoR C' ©l T u LAST REVISION SHEET C -7 2 / JOB NO 901303/5 -3403 DWG NO 109 -000 -1157- C-7 5 co 1 m filtiiii'iiiI(HFIATTai ititigt1 tliii hliiiiiiiiiidililitilrddiiiliii /"401/6//obile. Ge-ez LEVEL/iv Mir S-1 t, SECURITY FENCE fee "4. rrzweeol/ wheo .-11:1EMEMIREIME110 AKIN m o pm ,- &0.//v PAPS7 RE 4l7AL / 1 r 4" 27*,4 srEF/ £4V7 77 BE RIENeker, 00 0000 A075 REV. 7/83 REVISION Ellff4t Ttt Oil •1 • ELEVATION 16•••■ li 'II.MINMOMIMM■II■MMMMMI•••■POI irae.--Gaee its t'f-Akr Nog/ 51ge44•2;u5 eat; h4ad47/4/ fiVia•"7 • 1 z 0/21,4 z./Ae Pe's57 oi-o(friAg) 06. czwe rea0 /cum "beeAdr:m.r. ev.5r/4(50 gig 170 /1/01/ eale Peig ftbfirc 4444a-t Ar525 rtA• x aar -25"x//4. GS; CARI/Arare. 00-77 (1"r) 5; 5-r_ 71/4 // // 6rE5e.., Avar OR4s: Astr,i0e /WV Herr (4ropl, n•rE 4- Cato me*. BARRIER RAIL SCALE: 1"=1`-0" liPOIMPINNEMMIIIMPIPM • 0/4. t-/A/ /37 A.) /0 ac. (i/E- wew 1454zila4L-Au6ithtiENO a,, !WC Rvivr p leAvotegEr W/77/ all4LVA4 & 11 AZ6X4m/Aew 4 "7#: .exr-P1.-47 6 FENCE BASE CONNECTION TO EXISTING CONC. RETAINING WALL AT BRIDGE APPROACH pr 61 /De e-r aeg o/W c76e:b• (wiii4/) -- 567764/ 4,247avp soap/ e;?,• oi/6 ,e-657 caV 7P a'Co4Aitv>" . /R91 'VT re) /A4'.4/ OH' of .77 4141a/A. " 27&4 74P. r2,110,i4Veir tie/A.IFS In-Yaeb ifierat/ .427/14 t'67kW 7 45V 4CI lEer ME:7741.- . at/77" t feWCAWCPY EXISTING METAL DOWNSPOUT ALTERATION REVISION • ( -- - , Eiver mar' ierociet4re kvaoe / 1%2 /2'X'-'x " 6444 V.) et:ZeCA:e7 A77 /i.40 & V/ etev4V,-,0e, EAfteie7 ,w/a , W/1.77 #VA .4449,W . )4M/ •Vi ' a PLAN .4 4; ../111•0111110.111•■•••■■ •••■■31.1.1=WIMPIIMMIMIMPMF 0 0 74 ee71.V.EiErk/ AC,i7?Y-.*TN7 i CA' 4.frir ese WL41:r.A.T/4 x 4r/... 77- 7Z ,eir.pfar 1 // 45e ,eW ' •&C-077 //t 77AVW■. Afir4EAFFAW FACILITIES DEPARTMENT ve rase 67 POOmierge PRAis.m. //2.4" 0A49 CAP AT MP GP' "0"1:3 7Y/16. 5 woe. 1 2"Yry*W 12asosre-F.4- /4 r- 4" .51.14. eo 57 (4/*A • A.P.) (JONG. AOrf'/N&, 549. 4:‘,76 r/A/ PPV/Ne.0 F02 P-0.077#6. P/IY/ &gioelLW ELEVATION 112"=1 I-0" • 1 NIC , Il 1 1 11 11 .P-10 GUARD POST t I 11 I I .11.01.11••••••••• • , • . L4 6 e • : STEEL SWING GATE 0 AUBURN, WA. 98002 O EVERETT, WA. 98201 O KENT, WA. 98031 El PORTLAND, OR. 97220 O RENTON, WA. 98055 ip SEATTLE, WA. 98124 ,earoeiva •E7fr2g-0602 1/EavY 44e,e-eer 0 /1 0/110Ateller''. 4x4x ise4 KW* 6rgeZ. lei. a /%100•4 1/0 6122410 MEM 11111 NUM •U= UM= MINN mum imm.1111 11111111•1111111111 ELM= !MEN MINIM MIME lilaa 1011•11111 IIMMUM 11111 Min= EMU 111111•111111 MUM iiaaa MOM KUM NMI= RIM= MINIM MIMI 111111 NEN MOM 11111111m1 V't091/4/0 Pize' $74"H4NDLa 41.•••••• 4 11 r 1 : I.- , kl ' - P/e6 1 LiN /V07 5/ ex --- 1 1 . • • ,4:%i7 ivez-vAL-1.- ./a/N CAP sa.rents,e4.2:36. I • ,,„_,- I g■ 2 .1r 4 li • 6 Pio,tero pSe I I 1 • 6 ;m: -3 ,q2/2 51,042e7r/A14- /5356,wet/ 1 I I 4.....1 1 CootrAe/A- kiPM//5/1 C./-WL. t • ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED 7-re \/--- V 2-d- 5:T'Y 54/ AVreh 7VAr-e-errz PLAN SECTION X-X Le141,./A/60 are /r....&• -1x1 iff,406c) Amee E 6 a //541/fairilar V X age 407 c6 a:47 at/ z%•i/i/s4t,47 RECEIVED CITY OF TUKWILA MAY 1 4 1991 PERMIT CENTER • • • 1-1/2"= -0" CITY OF TUKWILA APPROVED JUN 13 1991 AS NOTED BUILDING DIVISION J STATE OF W A S ri I Iv I 0 14 Sen. h., I 1LCT /66u6' , /v% PIP-07.4a/ge APPROVED BY DEPT. DATE 11•111111111111111111 AWN BY DATE SUBTITLE TITLE CIVI /DETAILS COVERED WALKWAYS B.M.A./DEVELOPMENTAL CENTER, 1 D.C.A. 798 LAST REVISION SHEET Cuomo 8 . CHECKED • CHECKED APPROVED JOB NO. 901303/5-34-03 CIWG NO 109-000-1157- APPROVED lero(i* SYMBOL DATE ALVIN B. DEES CERTIFICATE No. 209 LU OtS r eagiriree - Aee ausavew nrPce 16 a w. eer/mwm& R/-eitz- 'IV/VA& icetW 1 / CealPirtr-Eitee IONNOM11111111011•10/ 5.6 '61. , t//4/0 , 0ovr6: - w/41110 0.5 - el--OEC' feW/7c7Ne. /L 43-4.v.zwr, 1 4/0/v*A4rE pext: Al Q 04 7-14 tkier-Are. ay.-17 PetrhIe • /2" dow.11■11...a..011■111. blier ,a;tre 114 77 /9=-4 61/9 er Tire" VAL It* POTIOMMUNION.P REVISED SECURITY FENCE LAYOUT •, [I 1 III 1 1 111 I 1 '‚ 1 ' 1 .'3I ' 1 ' 1 51 No.re i t) • ALPYMPIMPIPP Arkrevr giabovi/ve, 7-rgne/V OF c4u77- 4WO gal/WO ANIV. S GF - 61 94 '7 - erfigeiwae - -vroompriwa,416W4 AVV.rY&OA1 TO FIT a a411 REA . ft)f 5; 7 • 5 ar.oriNe, r?4 /We- EFABO/C- RELOCATED CANTILEVER GATE 0 143MTAA93C 2 801- g illiiri CT •� I11Iih �1111 1 i IIIlllll 1 II �IIIi 6 I';rkill $ �IIIlIlii G' i iiI it 9.. 11 iiI1117IIIIIIiiii,,,,ILIA Ilf iIlill Illiii x.. ouzi 00 0000 4075 !REV. 7/83 / REVISION /6/1,e • r /49 g ii /55u /D/ ('°4) `reva w APPROVED DATE TYPICAL SECTION FLAT CANOPY STEEL PIPE RAILING 6 .N17 GA4/orr. !A POST, BEAM,& ROOF JOINT / , ,411/61-e emei& ro A' "x/fr /A/& ,04 rar, PY 11/0g CYNT OA NOK/C,,4/14 /,4 15 over: 44440PY,r9t': 3cst. �AC.. TYPICAL SECTION FLAT CANOPY )4.sr: CA#OPY Nf" ROOF CAP CONNECTION AT EXIST. CANOPY \ S -3 xisr /Nd 4r P eetwopY WALKWAY END TYPICAL SECTION VAULTED CANOPY, TYPICAL SECTION VAULTED CANOPY WALKWAY END PAC. /*Al Cr9NG!°Y Wod,� rviNr /6 4ND de:WC. y/,44e - 1A g gA. Pa/k7 /5 OP 7 re , Ca/G. g',,41, : BLDG. 9-85 /1-0" /4=0` d. G. 0•G• 2A 3A ! G. BLDG: 9 -80 D DOWN SPOUT 5 -3 _ S —S G :=,0) s /N;'-'-- Nov P 4 / 2B /¢ -d" roc. DOWN SPOUT =0" 4 I t O r 2 , � P2 ./ f /. a TYe : 3 d4///G. `I/,41 WALKWAY END WALKWAY END • s?.C. D.G. AG. 6 "x 6 ,1 " te7 /tr Xi/f? WALKWAY END 9iM/L4P•) . Giee!' TYPICAL SECTION VAULTED CANOPY 6 "X6 "/5 "X5" CONNECTION AREA 2 SCALE: 1" = 20' BLDG. 9-90 3B AREA 3 1111111111111 1 11111111111 Ii 1111111 v :SCALE: 1":: 20' ter..... ❑ AUBURN, WA. 98002 ❑ EVERETT, WA. 98201 AsrerAF,A ❑ KENT, WA. 98031 FACILITIES DEPARTMENT [j PORTLAND, OR. 97220 0 RENTON, WA. 98055 N SEATTLE, WA. 98124 II1 BLDG. 9 -140 V BLDG. 9 -120 No.18 1 !¢'D" /or-d"04. Oa. TrFr444. I I ,1111111111111111 3I 4 5 6...4 TYPICAL SECTION WALKWAY END VAULTED CANOPY WALKWAY END feG1/7",' e-/e) o� 7 73:2'4. BARRIER RAIL /AT r' ,5-vP ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY /=0" 3C 6 "X6 "/5 "X5" CONNECTION /f'- 4" /6=0" o... Oc. D c. DATE 2C TYPICAL SECTION VAULTED CANOPY /4=0'OG. /94=D" 772'744.1- O G. SP , Ac TITLE --,440 c,44/a 0Y#?i k/O,e1c el/rAI3EwooP 7 fr Z do/f/c. 1 SUBTITLE • CANOPY LAYOUT Et ' 71 2 �' (/C.1414z /G WALKWAY END f /WY WALKWAY END COVERED WALKWAYS B.M.A. /DEVELOPMENTAL CENTER D.C.A. 798 DOWN SPOUT KWILA APPROVED Ju ;3 1991 END FASCIA 4'1 M4 /G /44 FWeif/Y 14/6,4T. f% LEGEND - VAULTED CANOPY • DRAIN LOCATION • CROSS DRAIN STRUCTURAL NOTES SEE SHEET S-4 BM DI G DIVISION AREAS 1,2 & 3 SYMBOL LAST REVISION SHEET Pl*fe f€31 4 411 c �� q; PNWIL ioaspir.tkin fit onNw PERMIT CENTER RECEIVED CITY OFTUKWILA MAY 1 4 •m; O m a 01 0 0 0 0 VI3MTRA930 23ITIJIDAR .. �I� bT ��IIIIII�IIII�� [ r Ii i �I��II��II�I�I� �T ��IIIlilllllll 8 �8 ' L ry ��9 } �I�I�I��I�I�III IIIII� 9 1 4 + � q1 i E ry � pf Z� {{ �IIII�IIIIIII��IIIIIII�I� m�T. IIIII� ��iIiIt I Y• Nrig ni affiehr f ar oommopoolwromonw i 6"X69 CONNECTION AT 6 "X6" POST TYPICAL SECTION VAULTED CANOPY WALKWAY END .it/y a 7Yj - G'OA /14.1e. fidest'-e"t3c oar Ge1e/3 - 4t vLr>' O. OZ. O G . O•G• /421. y"Pct,�/T /= ?'/id/ Z ! 155ue" FOX Ca ' rR v �,._..� COVERED WALKWAYS B.M.A. /DEVELOPMENTAL CENTER D.C.A. 798 r ZST REVISION SHEET Ir) 4A 5A /¢ -0 " /4 =p " g -6" a. . FAo T i /9 D.G• 4B AREA 4 SCALE: 1" = 20' 5B eAktypy OP 7� 3 �'•GK/C. AREA .5 SCALE:1" = 20' 61497Y 5 ea1/G' '. 6 .14; 41.1.- FACILITIES DEPARTMENT WALKWAY END VAULTED CANOPY /4 O G. TYPICAL SECTION .��7✓,� - .6Awcar ,e o,<✓ ex/57 ,1Y/ivl Ara44vopY r Gr, 4Ten/(cetwPlr's 64, ! t 0it/L,"J. • ❑ AUBURN, WA. 98002 ❑ EVLRETT, WA. 98201 ❑ KENT, WA. 98031 O PORTLAND, OR. 97220 ❑ RENTON, WA. 98055 111 SEATTLE, WA. 98124 III II I r�I III III I Iir I�r r�r r1r I�r�r�s II lr I�IIIII IlII I r I�IIIII 1 2! I 3 • I 4 51 91 No.18 e":1".2....„..."7" �X 7 )r '64L 5C 4C 7 . 7 . / ; 7 4 ; 44-1' 7 c 4 - O•G ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED -/a" 0 epwe zv /•gy=p "OG' . /4`4" WALKWAY ENDS YPICAL SECTION VAULTED CANOPY 1 LEGEND WALKWAY EN aa TrIV 5 Cate. puelt,e- RECEIVED CITY OF TUKWILA MAY 1 4 1991 PERMITCENTER • DRAIN LOCATION • CROSS DRAIN STRUCTURAL NOTES SEE SHEET S-4 CITY OF TUKIviLA APPROVED JUN , 1991 BUILD G DIVISION • 4PML. • / y:P NIG . APPROVED DATE / AAW APPROVED APPROVED BY APPROVED SYMBOL. REVISION /55z49 f O/2 c ws rRuene / EVISION ❑ AUBURN, WA. 98002 ❑ EVERETT, WA. 98201 . ❑ KENT, WA. 98031 O PORTLAND, OR. . 97 O RENTON, WA. 98055 ® SEATTLE, WA. 98124 0 /144p�o,��,C. D./,44;24/ "/Y�z /0.1 104$14 . (ir TAB c. /A144 . A45 j44 ; ./ 57;W9 , „ /4 x / 5 /'/M 5 li TAPPYA/ CAP / 47 4'r/r# ACCEPTABILITY THIS DESIGN ANOtOR SPECIFICATION IS APPROVED • SUBTITLE FLAT ROOF CANOPY DETAILS COVERED WALKWAYS .BJ LA. /DEVELOPMENTAL CENTER D.C.A. 798 LAST REVISION SHEET 109- 000 - 1157 -S -3 DO 111000 4075 REV. 1183 0r'• • v e7/ kt*t 0 C 40P>-` A s i re � /rr - 1--C e-4-7744/. — Caw 14/,4Lk(5” F_ C./H ) TYPICAL SECTION CANOPY 1A & 1B SCALE: 1/4" = 1'- 0" 4 - 4x/ / B /�/.4/7,E,U 774P '/&, u40- "'Z./170,e' !{//44 4 / /lit/Par" 1 444.14 ,4T P • ,4/,a rn .) / 4- /4 4AP -F,AerGL / 14-0 hrrN 4 " 4/o,O /0 4/VD X/4 tt,€ ,4T 6".06.(`T11/G.4G '/ X24- ,04P- av 77E Atz C4vit/77at G. 5,0 � 3C � 3 "m 9 x %z / 7E>5_- X ¢ " k / i ii ✓7 " EL nee A/407-- z5E4A , 'V /o91 c,"/..:97 AVLO15,Ave OM? or4cHC5x9 - 1 W PV. ea//O, 26 as; . 771/,'v -err ,4 /s)evv. ( - k/tlz=r14 v TYPICAL POST BEAM & ROOF JOINT e )v/UT: //Y0'e c . ,4P ,anetve. e tzryr SCALE: 3 CO I/ i tir •6 - LW ��PF> o? G > 'l TYPICAL CORNER BENT LAYOUT =1'- 0" p-/04.) lWe.,42. PO57': f3-4M t` A4 /4-5 1'- 0" Gekte'l'Y vo A X 7 e/9 1 ROOF CAP AT CORNERS & SCALE: 3" =1'- 0" CONNECTION TO EXISTING CANOPY TYPICAL ELEVATION 1 / VA E' / 1 / / '� 1 1 �1 I 1 11 1 1 1 I . - -- 1__ __ 6AP Ar/ ; ccvv-6774V 0 z' /.5T74 ' C..ING}PY NEW e2 EKiSj /rl eicyVOFY' No'rE R' Iol/E oR [ -E1tV� /N P1. ACS 77/ E',S7 ,VL2 i t,454/ /iii & ,V awop'Y \ \ \ \ \ \ ,-- 644GP7-.* /4 -- < \ \ \ BENT LAY0 � AC;✓rt - �..a� f'! -.441 SCALE: 114" CON 714 '4L litVF an4t/T' , 4 `per/c /4 sp /.55 A5 R / /1,D 17 r, 44P Aix ?1,iga.4, 44D. p ?4r /1//779 "rd O? /0 .f o,NZZ. Z 044*Y ,Az / 47_ w *.oc. (7 r - W/4 I/ 0 2 / ©.c. ' TION OF f4 C4 20 •(> Adngo e p .44/rr /,v Co tr;. R444 ,tioro 1E3,44A1 I/ / N 5 7es // 41.,v w.4 / /NN /%Ez7� -"W 5 4.(0.4z1<) 24084 7,,4 1 r2' IIIIIII IIIIIII IIIIIII IIIIIII IIII1�1 I�IIIII IIIIIII IIIIIII II711�1 IIII1�1 I 6 No•18 •` 1 t • 1 i i � 11311111111 Fi1il ii 1iitiii il1i11� i111llili illllliilIIIIII SIDE FASCIA & RAIL Er 7 c177E 1 T//• ey,w Zo c 4- ,its t ,WTI•: - C a,4 01,77EAE cam / 'A(7 //or 70 vma. Fora END FASCIA & END POST BEAM r -•- /w2"phew /G 012.5r (TYP/4414 INETIN 1 11 4" E ill f I 9~ - 1 -11 I 444" !e. O.G. CG>s s,e.4/pf Mdr a.4,eY Pie? rl 4sr/ P,et,e m , e4,14e4/1/724t0 ST L. N re ;re .Z. A:7$/57798+ .` f'Yet41.14 . STEEL PIPE RAI ING /g A 2x4.97— TA6E t r 5 N x %// "'"TEE-e- ,41 f��C� SCALE: 3" � ■ t'077 l , WITH ,t 17Z3 y 0/'6VITT mac, uv END ELEVATION 'SCALE: 1" = 11- 0 " SCALE AS 'SHOWN 42" SECTION x -x A . - .7at=; . e4 /A/7- e'iae /1-4476-11/ ea voPY . Picati C v. G� ELEVATION �XYO /f Gou,4,�e 7 544 5r ). "64 V4 i� '4W/V- - a D 4 STRUCTURAL DESIGN CRITERIA . � ^T/t' l :v E ' g Fare of rr/" iqe-Y/, arigevv. A/1 .a c4 e Itj ,4t' 51 ,.:!(/ C 7 /./477at/'v' EXf...44 t/. • WIND - 80 MPH. EXP. 'B', IMPORTANCE FACTOR = 1.0 15.5 PSF LATERAL (VERTICAL PROJECTION OF COVER SURFACE) /¢• 3IPSF UPLIFT(HORIZONTAL PROJECTION OF LAVER SURFACE) SEISMIC - ZONE 3, IMPORTANCE FACTOR - 1.0 STRUCTURAL STEEL: ASTM A -36 STEEL TUBING: ASTM A.500 GRADE B. FY•46 PSI BOLTS & NUTS: ASTM A -307, ANSI B18.2.2, ANSI B18.22.1 WELDING: ALL WELDING BY WABA CERTIFIED WELDERS. E70XX ELECTRODES. FINISH SCHEDULE 2'' v/7;(G.4 .//.) 20 GI//' At/C 72 c it� — .tri1/w x'r- 5 : GUTTER. RAIL & DOWNSPOUT SCALE: '3" =1'- 0" ALL MATERIALS, METHODS, AND WORKMANSHIP SHALL CONFORM TO THE UNIFORM BUILDING CODE, 1988 EDITION. COVER . LL = 25 PSF SNOW (ON HORIZONTAL PROJECTION OF COVER SURFACE). STEEL ROOFING PANELS: ASTM A -446 GRADED. a W2 1ArYy - 3 5 /0/4' /i4. 5#yaeg: (22') - 851 - SZa,. SUBMIT COMPLETE SHOP DRAWINGS OF THE COVERED WALK STRUCTURE TO THE BOEING REPRESENTATIVE FOR REVIEW. - ROOF: COLOR/Witte ALL OTHER PIECES: /,4t U'L /NCO r.GG"A1E / e0.4 dMANIX/A /L✓A'id• Coi.Ae: DXFjI2,0 SAVA' < L- cRLII•[.✓F->'4p.4f '/./c4re:Pas .44/ L.G/c4s: M & M FINISHERS, INC. (206) 243.0400 METAL FINISHERS, INC. (206) 633.4006 rywA lcv r /N/- ' Glr1G.) RECEIVED rnv AP 71 IKwILA MAY 1 4 1991 PERMIT CENTER 7r;,ee/ i-4 CITY OF TUKWILA APPROVED JUN 3 1991 BUI DIG DIVISION A7/6 «f caN /Tro) 3 1 0 O • yG # x X ' "X 62- TGB,E -- G/A9L 7")1,4/.. Cor!/4/ -. 7 A/ Td `'x feAlz.-) • REVISION I F .t -f /7 G /55 uy x CoN57RuQ7 v SYM I4/ MINI NM No7 /M vs.o/ / /n/ 4t : //`1 f / 47 5 .444a 5G,,' ' // L-OC.47 47774/Z. 6, 7N 46 5,4 'I 6 X 6/5 X 5 CONNECT!ON BY 1 • • I • • 1 "x6 "POST 1 "er7'A1 /f/s.- . 5"x 5 '')<=4 ' a 'Z. 7 lZ S/9 7 Gag CG/t/d/ ''4'7:6' - d /' .134/ /et1 /L.- .) SCALE: 3" = 1' w 0" = A 7¢ S� aX 2 3/2 LAtlS /4 "X 5 r4- 1 4 - 2.*%G"L.rr1 Azilit/.40 lo 'lye , "" ifi�57V 04 41.01.7 5 /ex MtAzinv. rp' 6,ezVT - A6 .i ,U 2 "A' 1/41. /1 �TAUiI/GE -s 'a f!/'/a/1 ,4 R 22 1 it 4 4, ei'Tz // 157- (deea ) , , A PZA7 REVISION BY ea. APPROVED DATE of ,V //1/G //f/ PAC Or 7L/ M`/N of-ear F S -4 FRONT VIEW ieovz)eD Ait,ewake d2©p PLAN VIEW POST /RAIL /BEAM CONNECTOR SIDE VIEW /LLD L /-L- 777 GYI mil - #SE PGA '2 "x5" ,4 7M 6x5 5. //z "X x� ,4/ "X6 "tom, /x',4/4 —itsoot'T4i1; 61//, /T&fl45r /G (tie, e/.44) NTS y o O 4 0 1 ,fot a , i•4i41:2?r /2 /4:P>/.2 E. A�hi� IE�II .11111 � 111111 I le A � . S -2 -4 .5'T U/+/tc-c. s 7' ,3345 P4,47;.5 GPar 'Oorbc. /!i4L,k oe oTs, s/� ACCEPTABILITY THIS DESIGN ANDIOR SPECIFICATION IS APPROVED A OOTINGS:CANOPIES 5A,5E,5C Fe Ar41W 41. 1 I -I i f/ /Lr/ N45 524 /4/Ze — ..' oro,o4 ,441. o,*z g2Z7 ‘i r9 4" • 540 *G /t/ /f/ /L.7-/ A Ai /W.',,1�/f/G C,4,e7,Q/L . oiff4 y O Amc /Fib FOP 616': AWN BY 0X/5774/ 7 /l' GC/W PAI//,f/G 3t 3 /P.4E.. c9 '- "r s� 74 &, "PrTGH `! 2'•' T . /v Cal/G. it //V6 0/4V d eat/7 Awc/e/c , d :. • • .4 .J • BONDED ANCHOR ROD NTS NTS STRUCTURAL DESIGN CRITERIA COVER - U. w 25 PSF SNOW (ON HORIZONTAL PROJECTION CF COVER SURFACE). WIND . 80 MPH, EXP.'B', IMPORTANCE FACTOR = 1.0 15.5 PSF LATERAL (VERTICAL PROJECTION OF COVER SURFACE) /1.3 PSF UPUFT(HORIZONTAL PROJECTIQN OF COVER SURFACE) SEISMIC - ZONE 3, IMPORTANCE FACTOR • 1.0 ALUMINUM EXTRUSIONS TO BE 6063.76. PLATE TO BE 6061 -T6. FINISH SCHEDULE RECEIVED nISV nF TI I1(Wlt.A MAY 14 1991 PERMIT CENTER SUBTITLE ,, ,,� VAULTED CANOPY DETAILS ALL MATERIALS, METHODS, AND WORKMANSHIP SHALL CONFORM TO THE UNIFORM BUILDING CODE, 1988 EDITION. WELDING SHALL CONFORM TO AWS 01.2 -83 STRUCTURAL WELDING CODE ALUMINUM. ALL WELDING SHALL BE BY WABA CERTIFIED WELDERS. 4043 FILLER, HEAT TREAT TO 76 TEMPER. ROOFING PANELS 18 GA. 'VERSACOR PF CORRUGATED SHEET MANUFACTURED BY H.H. ROBERTSON COMPANY (CONTACT: L. GARRISON (206) 624.6484.) STAINLESS STEEL (SS) FASTENERS. MACHINE SCREWS Gib SE, - 771/c3 /6 BOLTS: ANSI 818.2.2 TYPE 304, ASTM A -320 NUTS: ANSI B18.22.1 TYPE 304, ASTM A -194 OR ASTM F -594 SUBMIT COMPLETE SHOP DRAWINGS OF THE COVERED WALK STRUCTURE TO THE BOEING REPRESENTATIVE FOR REVIEW. ROOF: VERSACOR PF: COLOR #1481 STONE OUTSIDE, #1731 SEA FOAM INSIDE ALL OTHER PIECES: DURANAR FLUOROPOLYMER COATING, COLOR: MINERAL BROWN #096 MANUFACTURED BY PPG INDUSTRIES. LOCAL QUALIFIED FACTORY APPLICATORS INCLUDE: M & M FINISHERS, INC. (206) 243-0400 METAL FINISHERS, INC. (206) 633-4006 CITY OF TUKViribl APPROVED JUN 3 1991 BUILD AS ( /E Fqz CONST/I cTl SYMBOL DATE o 3 34 LAST REVISION SHEET S r DIVISION /IP " • 1 .• lqq 00 6000 4075 tiE . 7183 SECTION X-X IiII11III D 5 - /ff.-. fT/'44kVe G'/✓,1 NEGT1A1/ Arsieitge /Vain -0 1/ re V. /115r L x ,a. ,4'5.1/X W4fL ae- ( o x %" (5E0 Rte) N ' G 7lo//, "1_ c4A/r SIDE ELEVATION T 1 1 TYPICAL SECTION VAULTED CANOPY POST BASE rassowrm,w. !?.G Fat, Catdv/ ,4 /rte ,4T ,P. V475. FT7rt,q -T a./OP/ • NTS //9" V 5f7T - 6. 6-1 fr2. / e ,1957 go . 6e2/../Ace. . /2/44/4//0/... Rra alNie OPPO /7 6/D , FC/-1 Poor•' FACILITIES DEPARTMENT I I T.Ei TI i �w Ilfi iil i tiilll IIiIIiiii iiiiIi 1 Clf(� IiiIIIiti ELEVATION (GUTTER & ROOF NOT SHOWN) w•r ;1, N/4 /" ❑ AUBURN, WA. 98002 ❑ EVERETT, WA. 98201 ❑ KENT, WA. 98031 ❑ PORTLAND, OR. 97220 ❑ RENTON, WA. 98055 S SEATTLE WA. 98124 I I I I l I I j I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 1 1 1 1 I I I I I I ` I I I I I I I I I I I I I I I I I IIIIIII 1 1 1 i I !. 2 I I B 41.1 I SI III I � 6 1. ,E I I I ":„ No.18 e ,.:..r f,Y.Y,. teerre. awl/r " Of 5 r/FPEi -5 C Alf./.P LaU`j"T ie PP-A / / /az. , . ‘* r �-,✓. J r / /'t ).7 ,75 / /0e4( / ig4Y44447 012.4//V HOL. %4 / ',ea7T w ✓r /fCoiY,eiz Ili/ /4/©L ' LG4 T7 G'j' 3 % "0'4 role "14 4t%i"0 5 "x5"x' el /ry P447 - Tj,B TITLE �ccT Cavvcze/r ,sae c_IT•eVOPI? Cat's /aV r,�brc_ - (.2)y¢ /�-.el 77t yvo (' a T17PP ,Or~rav 4 CAPP,L,4T0' 5' r¢" r'o/° sr /,'PTE PLAN / aLi/7-aw 4■=777#0aE T1 avAA/ 1/17 ca - f' /N. "ss/ /-e. aorrtiEloo ne 7"'e/8L -¢;r*'X x a/2. -55e5'.. Te/.e 6 "x5 "Lcl2'6 "x6' /t'S7 , (3 5/D 771 4/0701:1) 5 i°OSTQ,e ! "X6 "/ ors. 5 -/7`2 Pa 1-Cr-f4rAaV €2 . 4 C /� " , OT/O/7 S7/ ? of /" d/ar frPzi , "4: '4 ' #4 5 AT iO/f/� X - 'O/V. /1 / 4/1/4 I7 5 //V I Off - / ,47- ,qi4D A 4C4/ /4 LO/Vc COVERED WALKWAYS S.M.A. /DEVELOPMENTAL CENTER D.C.A. 793 SCALE: 3" = 1' -0" JOB NO 901303/5 =34 -03 - DWG NO. .. 109 - 000 =1157 ■ S -4 J 0 1.1.......1 i it_b___ ,th 7 . 9 " yG # x X ' "X 62- TGB,E -- G/A9L 7")1,4/.. Cor!/4/ -. 7 A/ Td `'x feAlz.-) • REVISION I F .t -f /7 G /55 uy x CoN57RuQ7 v SYM I4/ MINI NM No7 /M vs.o/ / /n/ 4t : //`1 f / 47 5 .444a 5G,,' ' // L-OC.47 47774/Z. 6, 7N 46 5,4 'I 6 X 6/5 X 5 CONNECT!ON BY 1 • • I • • 1 "x6 "POST 1 "er7'A1 /f/s.- . 5"x 5 '')<=4 ' a 'Z. 7 lZ S/9 7 Gag CG/t/d/ ''4'7:6' - d /' .134/ /et1 /L.- .) SCALE: 3" = 1' w 0" = A 7¢ S� aX 2 3/2 LAtlS /4 "X 5 r4- 1 4 - 2.*%G"L.rr1 Azilit/.40 lo 'lye , "" ifi�57V 04 41.01.7 5 /ex MtAzinv. rp' 6,ezVT - A6 .i ,U 2 "A' 1/41. /1 �TAUiI/GE -s 'a f!/'/a/1 ,4 R 22 1 it 4 4, ei'Tz // 157- (deea ) , , A PZA7 REVISION BY ea. APPROVED DATE of ,V //1/G //f/ PAC Or 7L/ M`/N of-ear F S -4 FRONT VIEW ieovz)eD Ait,ewake d2©p PLAN VIEW POST /RAIL /BEAM CONNECTOR SIDE VIEW /LLD L /-L- 777 GYI mil - #SE PGA '2 "x5" ,4 7M 6x5 5. //z "X x� ,4/ "X6 "tom, /x',4/4 —itsoot'T4i1; 61//, /T&fl45r /G (tie, e/.44) NTS y o O 4 0 1 ,fot a , i•4i41:2?r /2 /4:P>/.2 E. A�hi� IE�II .11111 � 111111 I le A � . S -2 -4 .5'T U/+/tc-c. s 7' ,3345 P4,47;.5 GPar 'Oorbc. /!i4L,k oe oTs, s/� ACCEPTABILITY THIS DESIGN ANDIOR SPECIFICATION IS APPROVED A OOTINGS:CANOPIES 5A,5E,5C Fe Ar41W 41. 1 I -I i f/ /Lr/ N45 524 /4/Ze — ..' oro,o4 ,441. o,*z g2Z7 ‘i r9 4" • 540 *G /t/ /f/ /L.7-/ A Ai /W.',,1�/f/G C,4,e7,Q/L . oiff4 y O Amc /Fib FOP 616': AWN BY 0X/5774/ 7 /l' GC/W PAI//,f/G 3t 3 /P.4E.. c9 '- "r s� 74 &, "PrTGH `! 2'•' T . /v Cal/G. it //V6 0/4V d eat/7 Awc/e/c , d :. • • .4 .J • BONDED ANCHOR ROD NTS NTS STRUCTURAL DESIGN CRITERIA COVER - U. w 25 PSF SNOW (ON HORIZONTAL PROJECTION CF COVER SURFACE). WIND . 80 MPH, EXP.'B', IMPORTANCE FACTOR = 1.0 15.5 PSF LATERAL (VERTICAL PROJECTION OF COVER SURFACE) /1.3 PSF UPUFT(HORIZONTAL PROJECTIQN OF COVER SURFACE) SEISMIC - ZONE 3, IMPORTANCE FACTOR • 1.0 ALUMINUM EXTRUSIONS TO BE 6063.76. PLATE TO BE 6061 -T6. FINISH SCHEDULE RECEIVED nISV nF TI I1(Wlt.A MAY 14 1991 PERMIT CENTER SUBTITLE ,, ,,� VAULTED CANOPY DETAILS ALL MATERIALS, METHODS, AND WORKMANSHIP SHALL CONFORM TO THE UNIFORM BUILDING CODE, 1988 EDITION. WELDING SHALL CONFORM TO AWS 01.2 -83 STRUCTURAL WELDING CODE ALUMINUM. ALL WELDING SHALL BE BY WABA CERTIFIED WELDERS. 4043 FILLER, HEAT TREAT TO 76 TEMPER. ROOFING PANELS 18 GA. 'VERSACOR PF CORRUGATED SHEET MANUFACTURED BY H.H. ROBERTSON COMPANY (CONTACT: L. GARRISON (206) 624.6484.) STAINLESS STEEL (SS) FASTENERS. MACHINE SCREWS Gib SE, - 771/c3 /6 BOLTS: ANSI 818.2.2 TYPE 304, ASTM A -320 NUTS: ANSI B18.22.1 TYPE 304, ASTM A -194 OR ASTM F -594 SUBMIT COMPLETE SHOP DRAWINGS OF THE COVERED WALK STRUCTURE TO THE BOEING REPRESENTATIVE FOR REVIEW. ROOF: VERSACOR PF: COLOR #1481 STONE OUTSIDE, #1731 SEA FOAM INSIDE ALL OTHER PIECES: DURANAR FLUOROPOLYMER COATING, COLOR: MINERAL BROWN #096 MANUFACTURED BY PPG INDUSTRIES. LOCAL QUALIFIED FACTORY APPLICATORS INCLUDE: M & M FINISHERS, INC. (206) 243-0400 METAL FINISHERS, INC. (206) 633-4006 CITY OF TUKViribl APPROVED JUN 3 1991 BUILD AS ( /E Fqz CONST/I cTl SYMBOL DATE o 3 34 LAST REVISION SHEET S r DIVISION /IP " • 1 .• lqq 00 6000 4075 tiE . 7183 SECTION X-X IiII11III D 5 - /ff.-. fT/'44kVe G'/✓,1 NEGT1A1/ Arsieitge /Vain -0 1/ re V. /115r L x ,a. ,4'5.1/X W4fL ae- ( o x %" (5E0 Rte) N ' G 7lo//, "1_ c4A/r SIDE ELEVATION T 1 1 TYPICAL SECTION VAULTED CANOPY POST BASE rassowrm,w. !?.G Fat, Catdv/ ,4 /rte ,4T ,P. V475. FT7rt,q -T a./OP/ • NTS //9" V 5f7T - 6. 6-1 fr2. / e ,1957 go . 6e2/../Ace. . /2/44/4//0/... Rra alNie OPPO /7 6/D , FC/-1 Poor•' FACILITIES DEPARTMENT I I T.Ei TI i �w Ilfi iil i tiilll IIiIIiiii iiiiIi 1 Clf(� IiiIIIiti ELEVATION (GUTTER & ROOF NOT SHOWN) w•r ;1, N/4 /" ❑ AUBURN, WA. 98002 ❑ EVERETT, WA. 98201 ❑ KENT, WA. 98031 ❑ PORTLAND, OR. 97220 ❑ RENTON, WA. 98055 S SEATTLE WA. 98124 I I I I l I I j I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 1 1 1 1 I I I I I I ` I I I I I I I I I I I I I I I I I IIIIIII 1 1 1 i I !. 2 I I B 41.1 I SI III I � 6 1. ,E I I I ":„ No.18 e ,.:..r f,Y.Y,. teerre. awl/r " Of 5 r/FPEi -5 C Alf./.P LaU`j"T ie PP-A / / /az. , . ‘* r �-,✓. J r / /'t ).7 ,75 / /0e4( / ig4Y44447 012.4//V HOL. %4 / ',ea7T w ✓r /fCoiY,eiz Ili/ /4/©L ' LG4 T7 G'j' 3 % "0'4 role "14 4t%i"0 5 "x5"x' el /ry P447 - Tj,B TITLE �ccT Cavvcze/r ,sae c_IT•eVOPI? Cat's /aV r,�brc_ - (.2)y¢ /�-.el 77t yvo (' a T17PP ,Or~rav 4 CAPP,L,4T0' 5' r¢" r'o/° sr /,'PTE PLAN / aLi/7-aw 4■=777#0aE T1 avAA/ 1/17 ca - f' /N. "ss/ /-e. aorrtiEloo ne 7"'e/8L -¢;r*'X x a/2. -55e5'.. Te/.e 6 "x5 "Lcl2'6 "x6' /t'S7 , (3 5/D 771 4/0701:1) 5 i°OSTQ,e ! "X6 "/ ors. 5 -/7`2 Pa 1-Cr-f4rAaV €2 . 4 C /� " , OT/O/7 S7/ ? of /" d/ar frPzi , "4: '4 ' #4 5 AT iO/f/� X - 'O/V. /1 / 4/1/4 I7 5 //V I Off - / ,47- ,qi4D A 4C4/ /4 LO/Vc COVERED WALKWAYS S.M.A. /DEVELOPMENTAL CENTER D.C.A. 793 SCALE: 3" = 1' -0" JOB NO 901303/5 =34 -03 - DWG NO. .. 109 - 000 =1157 ■ S -4 J 0 �, IIII�I�IIIIII�i i Ei .., 111 Ily iii 1 T ��I I I f �llll i IIl1�11i1 i'ollorilid G h�IliIllf I 9 i i ,S tt11 f Iiik o IiIIliiiI E; IIII�iIIIlI�IiiIIIII 7. r�ii IIIIINII GUTTER REVISION REVISION BY • APPtOVEO DATE 1611 o 10.'1 X 3/4- ff.tl. 64 - I wp4 6.04 7 ePirt/61) /O ' G. CROSS DRAIN //'/////401//2 D ,z/6:16We M/%--7 /W10. AT COG4/AAW p,,etwOO G rreperrS /N 4.,,,e7764L.. f cTf �T L04477O4/5 1 ' "A!_//rN P/P / 5 1N5//1 E1 ,P TO TA, £, f. / Ac ;6 5/ /% 4 7O CY57 o, , /''',4G//r�l. P /P'g 7.74 6"-CWAIL J r- /,V5TALL ,ee,GCA.41/ ' ro M4i lrA /A/ PI-A6.776 f' /P Are/Wire/en 5I 2i /A' 'OO ioi. M fo • SQUARE DRAN A/OTO : 5 PL-04N i" z L r7.0rl/ iSIOALaY cie0&5 £ 4/M 4, ".mi l P .. cavr vaa5 ae A/a- '' e As /a1eT oP Au/M.. Gorr -7e ,exr J 1 " =1" 1 ---aeiLL % ",4/6a 4 /NVh977c2,41 a . 4'.0341/7704/ � NTS r ataor,...vaa 0# 64 AG1i /gVl/i GOP Xi/s6.► /7"/ Ati`" 5 / Z ) garro,e c' OPY 9 WALKWAY END POPPv,'T 4"7// /4, Tf/M G/i',44/NOl M4C/A 7Z ,e t(G fr/Ar AW-144- /6"0.6.7PReliG 11 SECTION 1 SQUARE DRAIN g Z, 7iV FACILITIES DEPARTMENT 1 r GP v I NO 51-/OwN 0)0344/6/av YL ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. SYMBOI. DATE 0 A W .� NC) - N • ,•041.•... ❑ AUBURN, WA. 98002 ❑ EVERETT, WA. 98201 ❑ KENT, WA. 98031 ❑ PORTLAND, OR. 97220 0 RENTON, WA. 98055 a SEATTLE, WA. 98124 arm 1 IIIIIIIIII��I' 11111111111111 ''iIIIIII � IIIIill � l l ll' � , � No.18 .040 ,41_1414 . ELEVATION r SCALE: 1 /4 "_1' -0" ROOF PANEL CONNECTION SUBTITLE TITLE k C....177-P-A* 4 ce 7 " A u 4- 1 - -41/77 c z r � wEc.o.) I PLAN VAULTED CANOPY DETAILS COVERED WALKWAYS E.M.A. /DEVELOPMENTAL CENTER D.C.A. 798 W/"/ t:; - z-") � RECEIVED CITY OF TUKWILA MAY 14 i PERMIT CENTER /X /11 ( ) CITY TUKWILA APPROVED JO 3 1991 ,�A Y,��, „iiii• ,.. BUILD! a ; D Y $ft»4 NTS • L iiiiliiii ii £ T l ii i�� iliiii i o it Lt it 1 1 iIiii i ii iIii 6 1riili ii iliibill L illilit ice§ '� ii ilii1i i iiiilrrii r � w � T IitiiliiiiIiii� i iliiii 6 uJ 00 6000 4075 Re v. 7/83 REVISION O AWN BY ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED CHECKED SSD. DATE • I A . 4 T S .4M A4/L . a/s1 4G� C4 /P AT tG/1 Cort///f/. Po /k'7: TRELLIS LAYOUT PLAN •C. • • • • C TYPICAL SECTION 6 •' L,4 WA/ A, A �xv qG 9 - /4: JULY � r ayo) CONCRETE MOWSTRP (Tr ) ��- 114 %L.4) a SCALE: 1" 10' -0" 45 CGeN1'4T /S NO/1/%.4/k4 1/17/F A14574 / c_4 . 5 /06 , eat/r 7- = ree- Y,E56 z) r /4/6742 4f;.. P,roV/, 2'' ,41/'2 W /'1/G- /t Al®E®Aleg FACILITIES DEPARTMENT • III11111 IIIIIII 1 } r,E-T Ter III • p,P/GL 4'' <J //azL° '1 f -,54,e 1' 7 ; 0 4g4Q1 { ,- h`�P - ,ice eoN,m e7 �3� .-- m 9 SECTION I IIIII I ` , L , I I I I I ,IIII I,�III IIIIIIIIII ,B,e.4M C POST/RAIL/BEAM CONNECTION TYPICAL SECTION SECTION I0 PLAN • AUBURN, WA. 98002 • EV ER ETT, WA. 98201 ❑ KENT, WA. 98031 ❑ PORTLAND, OR. .97220 ❑ RENTON, WA. 98055 • SEATTLE, WA. 98124 IIIIIII IIIIIII�IIIIII1 5 6� No.18 mom MAME MUM .._.. ■. ■■ 0 TYFr ■U•■ =. U.■ MI ..... ...•I. 3'x /' 657. 6 4. 7 646E PE-lire, 9 "X4.: 7/v ' QT• 65) A1 POST BASE & CONCRETE FOOTING ELEVATION • /441//7 ■ POST, RAIL, BEAM CONNEoTION NTS NTS • TITLE /14e1:42/1.4 Pl. r5 n Couerr-P-A4e-s) fie. /8 -8 r-mr.71P -•,40 Gt" r.=wPrA aCrese 44 • 5/Ae Pow. P /e-1.1> Dfl /GI - 7oe .44/4) , ►777 2N /P p 4 ,tea^- "'�.g 5T4 .7't/,44/L POST /RAIL /BEAM CONNECTION NOTE E • PG57_ t345E /l/ .4/ew/l/C. /s/AG,e , 9arht // /Gr/ N4 5T�1//t/1 -05 ,/ . c I/H /� AP / /5 /1/ C.4 ,e70.4 • .. 0MB AIV6/1l3 AAC 4 4 BONDED ANCHOR ROD MAY 1 4 1991 PERMIT CENTER SEE SIIEEf 8-3 FOR STRUCTURAL DESIGN CRITERIA AND FINISH SCHEDULE.. ALTERNATE BIB H� H:TT SUBTITLE TRELLIS S. OF 914O BLDG REn 4 . a COVERED WALKWAYS B.M.A./DEVELOPMENTAL CENTER D.C.A. 798 LEW' RECEIVED CITY OF TUKWILA / Wt - /2 reare Gz/P �f 3/i,r.")(5&"srez, 7 Teze. zheodor: % - x5'xt =fir Lrr -/gam dk¢ -/W xM'4 If./ /p NTS CITY OF TUKWILA APPROVED JO 3 1991 . -4r B LD ''SION NTS STATE OF WASHINGTON REGISTERED DSCAN&. ,NKC ITE T ALVIN . DEES CERTIFICATE No. 209 /Sue Foie e lis7Ax ?1') a AP/IL. 1 ,9q/ DATE 05 ► OF 34 JOB NO. 9©1 303/5 -34 -03 DWG NO 109-000-1151-6 T 0 co 1- 1- rn 0 0 1 .Y —.441 � 1i REVISION 113111 APPROVED DATE i l� REVISION APPROVED DATE 5 de % f i t : so/ ;/ / p /440X , /-- rtilliifilii . z Titillifi Iii ::w� ?I MB - NM /55uo pa/2 Cowsrxucr/a v 111111111111111 /e• l ql III . ' ius/S- 717 ,: f,r gol rnyi er fi' ,.illrs MMHIIINNIINNMMMIIIIIIIIIIIINIIIMNNININIONNB — Mil ...�.".�. � 1i t i l� 9 �li�ii rtilliifilii . z Titillifi Iii ::w� ?I IAA �eC CHECKED SUBTITLE IRRIGATION AREA 1 LAST REVISION 4 J•8 NO , 901303/5 -34 -03 DWG NO 109-000-1157-M-1 APPROvED $Y • DEPT. AWN 8v TITt COVERED WALKWAYS B.M.A./DEVELOPMENTAL CENTER D.C.A. 798 "My � 34 00 0000 4073 ay. 7/83 7. Auxiliary Wires: Controller 'W 9. Auxiliary Wires: Controller 'Y'. 10. Auxiliary Wires: Controller 'Z'. Mc'Ifr/Nb Ate/V/Vlo ; . 2 ' / /4/ 7 ' EX/55T /,/a. /%4 x'5 d1/- / T .e'e/ IP- '5 N69rec = fA2 !!I 4 ' $'-/- Mh Xow sa% 776 COiY/" z- /V //A/r1/r 7c , OX/57% ; ,47 - , /M - ' °A(6465 /1 s c: /cs /N /0 vim. O'X. REl.G447 - 5 a X/ 7A/ ze q ZGYATF29 HE0 . 7274.E1t/ Le7l*4770V,9WAcest/T To q no . Ate' 4A/c : i/ b)(/.6 4sE ,21//e0 PAW PehVT - : 2 J " Tt) AZd/l' ",e." t �' /5H ' • XIV /5N /Greg 02•/66 /5TQ / i O2R /SVAA/ /5N /5H /6 /EVAIII 0 /5V4N LEGEND Relocated back flow s. Ad'ust e i maw 805Y DOUI3LE CHECK VALVE A5 or /6 C5T /geiiaT Provide 2 auxiliary wires each to valve Z - 1 and Z - 2. /5 Eiar /CAST /6557 NOTES 1. Nozzle and arc of sprinklers are noted on the plan. F0360, H-180, 0 -9.0. 2. Static pressure available. Area 1 - 100, 9 -90 Building !00 , 9 -98 Building a (v0 . 3. This system is winterized by use of compressed air injected at the 1 -1/2" quick coupling valve in the cut -in assembly. 4. Install sleeves where PVC mains or PVC laterals pass beneath paved areas, or through proposed subterranean structures even if not shown on the plan. 5. Locate mains, laterals, and valves to avoid trees. Locate valves in planting areas wherever possible. 6. Protect existing "W' and "X" valves, sprinklers, and pipe not removed by demolition. Provide 3 auxiliary wires to point 'B'. Provide 3 auxiliary wires tow-r2 vrAWo,, T R- //, Pass and loop at all valve locations. page& ^tear/ £-4r 4G .40 4440Avr rp NZ*. Auxiliary Wires: Controller 'X' Provide 5 auxiliary Wires to point 'C'. Provide 2 auxiliary wires to valve X -1 via X -3. Pass and loop wires at all valve locations: Provide 2 auxiliary wires to Valve', Y -2 via Y -1. Pass and loop at all valve locations. . ' \\\ / / a W r c P/ 4C0 .eX/677/1/6 CP/s/rie'OGG — AwO //"+Ti c:MY D or/5r /NC //©v e/ec.'rr /9T /55`Jf Q7H /T /5 /S Pa /NT 's' Nth / 4 4477 5/r e$.q -/uO ec..i;. 7, 11/ /2 @-° Amer .' $N % ". W -1 2 a1H' o2O 1Y/�r /NG f✓A�/� BLDG. 9 -130 TOP / OF BANK 1 ' 1 W-10 / 724"Z " .ti1.4 4 1/ /Mre, T Pc /k'7 4• 2 " ,x/5r�/f/&. • NOW L ATYA/FOie GAT -- //1/ -11 NDl'E = 7 /6 i' /Nes l-•�T 1 L. .Ey e .., 97 ' )� _ yo j •Q AREA 1 SCALE: 1" = 20' ASP IZEIAW FACILITIES DEPARTMENT DUWAMISH RIVER BLDG. 9 140 \\_,' x6 r 1 0 n nl o -d A A A AUBURN, WA. 98002 ❑ EVERETT, WA. 98201 O KENT, WA. 98031 O PORTLAND, OR. 97220 0 RENTON, WA. 98055 SEATTLE, WA. 98124 • 't'1'iII'IIl'1111'11 11111111111 'Itfl'I I�I�r�l 4 51 I .I � Toro 3XX -00 -XX pop up stream lawn rotor, 35 psi Rainbird 1812 pop up shrub sprays, 30 psi Rainbird 1812 pop up strip sprays, 30 psi. Sch. 40 PVC mainline CL 200 PVC lateral line, 3/4" unless otherwise noted GL 160 PVC sleeve, 6" unless otherwise noted ---. -- -- Existing irrigation piping and heads Existing back flow prevention ass valve boxes to new finish grade: reventio New back flow Jorevention asse so5X bast.4 cf Eat VALVE , v .. ai 1c04 . • PiAzi 2" brass gate valve in 10" diameter valve box s. See cut -in detail. Ae rd/VA77c , `,r°rD - cav 774 X- / L,�rO, 4L //t/P ox/5T /,V/� 805Y DOUBLE CHE blies. See cut -in Rainbird RC -1860 electromechanical controller on ped turf pedestal . /OP Oci ?c/ST/ . Existing rainbird RC -1260 C electromechanical controller on existing destal. Move to new location sho n on plan. 500 ee eng..Lr4L / /'V 5 . ` Rainbird RC -4.0 electromechanical controller on ped 14C -7A ped ac apcig , 600 1¢ /441.. / /AP 1254WAEcai • /5tl y4 a /5557 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED VALVE # SIZE W -1 W -2 W -3 W -4 W -5 W -6 W -7 W -8 W -9 W -10 W -11 W -12 X -1 ' X -2 X -3 X -4 X -5 Y -1 Y -2 Z -1 Z -2 / b21 4" X-3 X -2 X -1 DATA 1 1/4" 1 1/4" 1 1/4" 1 1/4" 1 1/4" 1 1/2" 1 1/4" 1 1/4"' 2" 1 1/4" 1 1/2" 1 1/4" 1" 1 1/2" 1 1/4" 1" 1.1/4" 1 1/4" 21 1 1/2" 27 /,A as 1 1/2" 30 1 1/4" IT Poiwr 46 46 43 43 38 31 29 24 37 25 31 20 11 28 19 19 415 Lawn Lawn Shrub Shrub Shrub Shrub Shrub Shrub Shrub Shrub Lawn Shrub I h'//7 /�!/& a6/ /Ge CO4/PG�S.Fz A I P 7"O /vim/// 77 0i1 /. Existing Existing Existing Existing Existing New New New New New New New Shrub Shrub Shrub Shrub Shrub Shrub New Shrub New Reused Reused New Existing New Shrub New Shrub , New COMMENTS y .ex/577/14 2 Z'", f-4 //Y //t/ Try x --4x - 5 . 7/ /1/ ZZ // / ,, A4/ 400 CDM',reG /!//.a//VG 7c X/57 /.1 , Af' PO /Ar C 41/GL45 ## ' eP4'4 /4/ /O'frm41/E ,X /YE/l/ Z 2''N1,4 /A'/M'rJ 4X/:5/" //1/ . .c:twoi/s 4Af x/5774/6 I U4.;','X744 • AREA KEY MAP CITY OF TUKWILA APPROVED JUN 13 1991 AS NOTED - BUIL iNs G ISia APPROVED PER PUBLIC WORKS DATED RKS STATE OF WASHINGTON ItEGISTti D SCA ,4 rECT LVIN 0. DEES CERTIFICATE No. 209 0 P m 0 O Lad REVISION /054/0 /:i de ,5;v/,4 / /'. - �•GIF� I Z /Gt, a 9 f= li /T APPROVED APPROVED ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED By DEPT. DATE CHECKED APPROVED APPROVED SUCTITLE AREA 2,3,4 TITLE COVERED WALKWAYS B.M.A. /DEVELOPMENTAL CENTER D.C.A. 798 SVM,OL DATE C A/022vrTld•I/ SHEET 041 4000 +070 SE V. 7/$3 6552:kMVL/ ', , iV P444/ P coo45emo of XfST PAtate /5 0 BLDG. 9-65 Y -2 CONA/?GT TO ENO Of EX�ST/NG Z %2 " CAPPEO RAW OaV it/EGr Covrga. VALVE whee9 To EX/STING AUk' /LLARYhe dD44, oN w /iPES r4T eX /67 - bvC? 164LVE 2)( 75 8H 0 10 1 0 BLDG. 9 -85 ,e niz. /7 4/ P ? 4/!/ C.�e "✓.t/e of • ,, n p�v /. AREA 4 / eP BLDG. 9 -80 h BLDG. 9 -90 • 0 /61 0 0 t!' /1 FACILITIES DEPARTMENT ` I I I I s II Dill 1 11 1 1111 • AREA 2 Fiaer /6E/ -- - .-/V7" /5• 7_ AREA 3 SCALE: 1" = 20' ,.,._•_ .-- 1i .aor.. ..0.•1. 11 1• aar1111- 0 0 0 0 0 ❑ AUBURN, WA. 98002 ❑ EVERETT, WA. 98201 O KENT, WA. 98031 ❑ PORTLAND, OR.. 97220 • RENTON, • WA. 98055 • SEATTLE, WA. 98124 II IIIIIII IIIIIII IIIIIII IIIIIII IIIIIII IIIIIII IIIIIIIIIIIII h IIIII h IIIIIII 11 I 21 I 31 I 41 51 I 61 NoJB 6 8 � L . 1. Ill! 1011111 I 1111111li iilihiii il� liii1 i�►Illi 11IIIIIIII ll�ll �II�IIII Ir�� illl 0 BLDG. 9-120 • 0 /5 ESr / . T 130/ /7,d WF i1'� -- 4.1, /f/a. /67. i94 N8 • SEE SHEET M -1 FOR LEGEND & NOTES AREA KEY MAP 0 RECEIVED - • CITY OF TUKWILA MY 1 4 1991 PERMIrCENTER • CITY OF TUKWIIA APPROVED JUN 13 1991 AS NOTED BUILDING DIVISION $ ; T Att . OF WASHINGTON ISI •ICE 4% Net. IiITE•T - ALVIN 13. DLES CERTIFICATE No. 209 0 1 m 0 1 SCH. 40 PVC MAINLINE PIPING • 2" MIN. CROSS HANDLE (USE 2" SQUARE OPERATING NUT W/4" G.V.) 6" 0 PVC PIPE SLEEVE LINE SIZE GATE VALVE O AUBURN, WA. 98002 EVERETT, WA. 98201 0 KENT, WA. 98031 O PORTLAND, OR. 97220 O RENTON, WA. 98055 SEATTLE, WA. 98124 VALVE BOX SCH.80 PVC 90 DEG. ELL FINISH GRADE SUBTITLE ACCEPTABILITY THIS DESIGN ANDIOR SPECIFICATION IS APPROVED DEPT. CHECKED CHECKED APPROVED APPROVED -SCH.80 PVC NIPPLE III MIMS III SCH.80 PVC MALE IRON' PVC NIPPLE ADAPTER TO. VAL B.M,A./DEVELOPMENTAL CENTER D.C.A. 798 Z I ?) 5 tki 2 to •••••I 'COMPRESSION COUPLING LATERAL LINE 1 1 3/4" WASHED GRAVEL SYMBOL ANINNEWIffigTgligWIMINEW&41•1111111NSIIISIOINIft. VAIN, tad SCH.40 PVC ''MAIN TO SYSTEM 1-1/2" QUICK COUPLING VALVE - IN 10" VALVE BOX 1/2" DRAIN VALVE JUMBO VALVE BOX 1-1/2" DOUBLE CHECK VALVE 1-1/2" GALV. UNION EXIST. SCH,40 STEEL FROM - 9-98 OR 9-90 BLDG. H: InE-JirtiL PVC TEE- a //VT:41-L. 11 I:WM/ 4•41/EZ- Ar 057741 OF i/ieg eloX • TOP OP 729 tierrall CF i2 7 46 • QUICK COUPLING VALVE t SWIIPPIPE —.- SPIRAL BARB FITTING-4.. cl 0 z NTS 1 111 QUICK COUPLING VALVE THREADED PVC NIPPLE RISER TO TRIPLE SWING JOINT . - PVC LATERAL NOTE:CONNECT PIPE TO BOTTOM INLET ONLY. USE WITH HIGH-POP SPRAYS. TYP. SWING JOINT SHRUB SPRAYS 2" SCH.40 PVC MAIN TO SYSTEM 1-1/2" QUICK COUPLING VALVE 0-200 PSI PRESSURE GUAGE 2" FRESSURE REDUCING VALVE JUMBO VALVE BOXES 2"• DOT.2 CHECK VALVE 2" STOP AND WASTE VALVE SCH.40 PVC FROM 9-140 BLDG. 1'• 0 SCH. 40 MAINLINE NOTE: ALL VALVE BOXES, DCVA,& PRV ASSEMBLIES ARE EXISTING, AND ARE TO BE RELOCATED AS SHOWN ON IRRIGATION PLANS. INSTALL WITH 6" .DEPTH GRAVEL IN VALVE BOX,& 6" CLEAR FROM TOP OF GRAVEL TO BOTTOM OF DCVA. 1"X1" X1/4" ANGLE IRON-18" LONG W/ HOLES FOR "U" BOLT "U" BOLT; ANCHOR LOW ON VALVE SHRUB SPRAY- POP-UP SPIRAL BARB FITTING AND 1/2" PVC STREET ELL 11101 111111111111111111=11111 lur.tdrk IL IMO OF 9-140 BLDG. FINISH GRADE TION SOUTH NTS NTS NTS C: MAINLINE GATE VALVE MAINLINE PIPE NOTE: USE THIS SWING JOINT ON ALL QUICK COUPLING VALVES. ' ONE END NIPPLE & SOLVENT JOINT NIPPLES TO BE 1" SCH. 80. • *SUPPLY LINE TEE, THREADED ONE END NIPPLE & SOLVENT JOINT NIPPLES NOT INCLUDED IN PRE- FABRICATED SWING JOINT KIT.. TYP. SWING JOINT: QCV CHAMFER EDGES FINISH GRADE 7 • 1" DIA. PVC LONG SWEEP ELBOW(L.S.E.) FOR 110V INCOMMING WIRES 11111111 III III 111 1 1 0 . • i•1 • :1! • t; • • 11 . • • • •• 1-•• •• •.11.. • • •• •• • . ••• t•-• . PVC PIPE NIPPLE, LENGTH AS NEC. TO ACCOMMODATE 45 ANGLE (SOLVENT JOINT) (1"). I' " 1 2"MA. •GM1-1/." IRON PIPE DRIVEN ' TO REFUSAL(MIN. 36" LONG) FOUNDATION FOR RAINBIRD PED TURF PEDESTAL CONTROLLER PEDESTAL CONC. FOUNDATION INSTALL W/ 45 ANGLE. FINISH GRADE USE SECOND MALE ADAPTER (FROM SWING JOINT KIT) AND SOLVENT JOINT PVC NIPPLE INTO SOLVENT JOINT SUPPLY LINE OUTLET TEE OR ELL. 2- 1/2"DIA. PVC L.S.E. FOR OUTGOIn: 24V Wii•Z TO VALVE 51 6.. No.18 ./Y""S:-4217"" PVC NIPPLE RISER THREADED ONE END (MIPT) 1" X3" TO QUICK COUPLING VALVE. 1" • PRE-FABRICATED SWING JOINT (SCH. 80), . "LASCO" . SLOPE CONC. SURFACE AWAY FROM CONTROLLER AT 2% :101...„... 1 litiffililli - CENTERLINE OF CONTROLLER AND FOUNDATION. NTS NTS - LATERAL PIPE PVC NIPPLE (THREADED BOTH ENDS) (3/4" X 8") PVC NIPPLE (THREADED BOTH [ ENDS) 3/4" X 3" AND PVC 90 ELL (THREADED BOTH ENDS) INTO THREADED OUTLET TEE OR ELL NOTES: 1.USE TEFLON TAPE ON ALL THREADED JOINTS 2.USE THIS SWING JOINT ON ALL LAWN ROTORS 3.ALL THREADED PVC NIPPLES TO HAVE MIN. WALL , THICKNESS OF SCHEDULE 80 TYP. SWING JOINT: ROTORS 120V SERVICE 4 - 1 / D IA GALV. PIPE DRIVEN TO REFUSAL CONTROLLER FOUNDATION CHAMFER EDGES • FINISH GRADE ANCHOR PER MANUFACTURER IRRIGATION DETAILS INSTALL WITH 45 DEG. ANGLE • 12"X12"X1'-6" CONC. FOUNDATION --2" LONG-SWEEP ELBOW FOR 24V WIRES FINISH GRADE PVC NIPPLE 3/4" X 3" (THREADED BOTH ENDS) AS RISER 2-PVC 90 ELLS (THREADED BOTH ENDS) AND PVC THREADED NIPPLE RECEIVED 1 -6" CITY OF TUKWILA CONTROLLER FOUNDATION FOR RAINBIRD MAY 14 1991 PED(RC-7A) PEDESTAL KIT PERMIT CENTER CITY OF TUKVViLA APPROVED juN 13 1991 AS NOTED -- 6011 - 5 1 7GOTRITA 17 43 11- e-- - - PM- C co4T01/4. 7 7 04 / LAST REVISION JOB NO .11•01..=.■ STATE OF WASHINGTON REGI.STER D LAND Art, jC JIT AL tr:48. CERTIFICATE No. 209 NTS NTS v ineg. 0? • 1/9/ DATE SHEET M MOM 3 OF 34 901303/5-34-03 lj 3 riligatil fillifillifilblatiltill - . - • IQ . • t • . C • -:. Z •• rfillaillit1111 SCH. 40 PVC MAINLINE PIPING • 2" MIN. CROSS HANDLE (USE 2" SQUARE OPERATING NUT W/4" G.V.) 6" 0 PVC PIPE SLEEVE LINE SIZE GATE VALVE O AUBURN, WA. 98002 EVERETT, WA. 98201 0 KENT, WA. 98031 O PORTLAND, OR. 97220 O RENTON, WA. 98055 SEATTLE, WA. 98124 VALVE BOX SCH.80 PVC 90 DEG. ELL FINISH GRADE SUBTITLE ACCEPTABILITY THIS DESIGN ANDIOR SPECIFICATION IS APPROVED DEPT. CHECKED CHECKED APPROVED APPROVED -SCH.80 PVC NIPPLE III MIMS III SCH.80 PVC MALE IRON' PVC NIPPLE ADAPTER TO. VAL B.M,A./DEVELOPMENTAL CENTER D.C.A. 798 Z I ?) 5 tki 2 to •••••I 'COMPRESSION COUPLING LATERAL LINE 1 1 3/4" WASHED GRAVEL SYMBOL ANINNEWIffigTgligWIMINEW&41•1111111NSIIISIOINIft. VAIN, tad SCH.40 PVC ''MAIN TO SYSTEM 1-1/2" QUICK COUPLING VALVE - IN 10" VALVE BOX 1/2" DRAIN VALVE JUMBO VALVE BOX 1-1/2" DOUBLE CHECK VALVE 1-1/2" GALV. UNION EXIST. SCH,40 STEEL FROM - 9-98 OR 9-90 BLDG. H: InE-JirtiL PVC TEE- a //VT:41-L. 11 I:WM/ 4•41/EZ- Ar 057741 OF i/ieg eloX • TOP OP 729 tierrall CF i2 7 46 • QUICK COUPLING VALVE t SWIIPPIPE —.- SPIRAL BARB FITTING-4.. cl 0 z NTS 1 111 QUICK COUPLING VALVE THREADED PVC NIPPLE RISER TO TRIPLE SWING JOINT . - PVC LATERAL NOTE:CONNECT PIPE TO BOTTOM INLET ONLY. USE WITH HIGH-POP SPRAYS. TYP. SWING JOINT SHRUB SPRAYS 2" SCH.40 PVC MAIN TO SYSTEM 1-1/2" QUICK COUPLING VALVE 0-200 PSI PRESSURE GUAGE 2" FRESSURE REDUCING VALVE JUMBO VALVE BOXES 2"• DOT.2 CHECK VALVE 2" STOP AND WASTE VALVE SCH.40 PVC FROM 9-140 BLDG. 1'• 0 SCH. 40 MAINLINE NOTE: ALL VALVE BOXES, DCVA,& PRV ASSEMBLIES ARE EXISTING, AND ARE TO BE RELOCATED AS SHOWN ON IRRIGATION PLANS. INSTALL WITH 6" .DEPTH GRAVEL IN VALVE BOX,& 6" CLEAR FROM TOP OF GRAVEL TO BOTTOM OF DCVA. 1"X1" X1/4" ANGLE IRON-18" LONG W/ HOLES FOR "U" BOLT "U" BOLT; ANCHOR LOW ON VALVE SHRUB SPRAY- POP-UP SPIRAL BARB FITTING AND 1/2" PVC STREET ELL 11101 111111111111111111=11111 lur.tdrk IL IMO OF 9-140 BLDG. FINISH GRADE TION SOUTH NTS NTS NTS C: MAINLINE GATE VALVE MAINLINE PIPE NOTE: USE THIS SWING JOINT ON ALL QUICK COUPLING VALVES. ' ONE END NIPPLE & SOLVENT JOINT NIPPLES TO BE 1" SCH. 80. • *SUPPLY LINE TEE, THREADED ONE END NIPPLE & SOLVENT JOINT NIPPLES NOT INCLUDED IN PRE- FABRICATED SWING JOINT KIT.. TYP. SWING JOINT: QCV CHAMFER EDGES FINISH GRADE 7 • 1" DIA. PVC LONG SWEEP ELBOW(L.S.E.) FOR 110V INCOMMING WIRES 11111111 III III 111 1 1 0 . • i•1 • :1! • t; • • 11 . • • • •• 1-•• •• •.11.. • • •• •• • . ••• t•-• . PVC PIPE NIPPLE, LENGTH AS NEC. TO ACCOMMODATE 45 ANGLE (SOLVENT JOINT) (1"). I' " 1 2"MA. •GM1-1/." IRON PIPE DRIVEN ' TO REFUSAL(MIN. 36" LONG) FOUNDATION FOR RAINBIRD PED TURF PEDESTAL CONTROLLER PEDESTAL CONC. FOUNDATION INSTALL W/ 45 ANGLE. FINISH GRADE USE SECOND MALE ADAPTER (FROM SWING JOINT KIT) AND SOLVENT JOINT PVC NIPPLE INTO SOLVENT JOINT SUPPLY LINE OUTLET TEE OR ELL. 2- 1/2"DIA. PVC L.S.E. FOR OUTGOIn: 24V Wii•Z TO VALVE 51 6.. No.18 ./Y""S:-4217"" PVC NIPPLE RISER THREADED ONE END (MIPT) 1" X3" TO QUICK COUPLING VALVE. 1" • PRE-FABRICATED SWING JOINT (SCH. 80), . "LASCO" . SLOPE CONC. SURFACE AWAY FROM CONTROLLER AT 2% :101...„... 1 litiffililli - CENTERLINE OF CONTROLLER AND FOUNDATION. NTS NTS - LATERAL PIPE PVC NIPPLE (THREADED BOTH ENDS) (3/4" X 8") PVC NIPPLE (THREADED BOTH [ ENDS) 3/4" X 3" AND PVC 90 ELL (THREADED BOTH ENDS) INTO THREADED OUTLET TEE OR ELL NOTES: 1.USE TEFLON TAPE ON ALL THREADED JOINTS 2.USE THIS SWING JOINT ON ALL LAWN ROTORS 3.ALL THREADED PVC NIPPLES TO HAVE MIN. WALL , THICKNESS OF SCHEDULE 80 TYP. SWING JOINT: ROTORS 120V SERVICE 4 - 1 / D IA GALV. PIPE DRIVEN TO REFUSAL CONTROLLER FOUNDATION CHAMFER EDGES • FINISH GRADE ANCHOR PER MANUFACTURER IRRIGATION DETAILS INSTALL WITH 45 DEG. ANGLE • 12"X12"X1'-6" CONC. FOUNDATION --2" LONG-SWEEP ELBOW FOR 24V WIRES FINISH GRADE PVC NIPPLE 3/4" X 3" (THREADED BOTH ENDS) AS RISER 2-PVC 90 ELLS (THREADED BOTH ENDS) AND PVC THREADED NIPPLE RECEIVED 1 -6" CITY OF TUKWILA CONTROLLER FOUNDATION FOR RAINBIRD MAY 14 1991 PED(RC-7A) PEDESTAL KIT PERMIT CENTER CITY OF TUKVViLA APPROVED juN 13 1991 AS NOTED -- 6011 - 5 1 7GOTRITA 17 43 11- e-- - - PM- C co4T01/4. 7 7 04 / LAST REVISION JOB NO .11•01..=.■ STATE OF WASHINGTON REGI.STER D LAND Art, jC JIT AL tr:48. CERTIFICATE No. 209 NTS NTS v ineg. 0? • 1/9/ DATE SHEET M MOM 3 OF 34 901303/5-34-03 lj 3 � �111� `�il� i�l� i��iVii iiiikit lIfiliilii'fil�ilblit hlifi'l i�ili friiiiiii ,K YX rz REVISION APPROVED DATE SYM REVISION o• s••• •07$ REV. 7/$3 CHECKED APPROVED APPROVED 4U� E7iW FACILITIES DEPARTMENT AUBURN, WA. 98002 0 EVERETT, WA. 98201 0 KENT, WA. 98031 0 PORTLAND, OR. 97220 0 RENTON, WA. 98055 SEATTLE, WA. 98124 ACCEPTABILITY THIS OESIGN AND, OR SPECIFICAttON IS APPROVED APPROVED BY DEPT. DATE JATE /. — / ^q/ SUBTITLE TITLE LANDSCAPE IMPROVEMENTS COVERED WALKWAYS B.M.A.!DEVELOPMENTAL•CENTER Q.C.A. 798 /551/0 Fine 44,+/5r#euc'"f'icui LAST REVISION SHEET SYMBOL 0 SECTION L -3j SECTION 4.04.4770/V V,�z '- /4& eFE 13-/ f 1 ec4 - 17eN SECTION ► e . � -v. �� OP • g ANK ' %rrPr� EX15 - rw1& Law BLDG. 9 -130 1✓ XtsTlt4C? LANG APE. --App /"oopr/f NOR/ M4' C6' X 7Wla Fti4it/ A/6' BLDG. 0 -140 , o v a 2 " /P/414 1 1 M //1/:O RP-. 7 Ges11026752 s;444/, Alrree 5a :4 c/A /y/'F/Jl/i t✓XI�TI► LAP u e, t'e Next' Ma4C, i vrr' ,e).-/s pe,Aivri#6 AREA 1 O 9 SCALE: 1" = 20' DUWAMISH RIVER SECTION 111 111 IIIII IIIII ' IIIIIII 1111111 11111II IIi111 IIIIIIIl1t►IIII 2 3 4 � I I I! 6 `" No.18 e' ..S.t�`.." s • • Typical existing tree Populus tremuloides Quaking Aspen Acer rubrum 'Red Sunset' Red Sunset Maple Mattis floribunda Japanese Flowering Crab Cistus purpureus Rode Rose Ilex crenate 0 Japanese Holly .Azalea 'Coral Bells' 0. Buxus microphylla Japonica o 'Green Beauty- Boxwood S PLANT CHEDULE Rhododendron 'Gomer Waterer Viburnum tomentosum Doublefile Viburnum Lawn Hedera helix 'Needlepoint' Ivy 4" pot Q Narcissus 'King Alfred' Daffodil SECTION 2 1/2"-3" cal. 21 /2 " -3" cal. 18 -24" 15 -18" 15 -18" 30 -36" 10-1 18 -24" Bulbs As shown. As shown. installed. As shown. Size Spacing Remarks Trees to remain. 1 3/4 " -2" cal. As shown. . B & B, Boeing furnished, Contractor installed. 1 As shown. B & B, Boeing furnished, Contractor installed. B & B, Boeing furnished, Contractor Installed. . Contractor furnished & installed. 'F. As shown. Contractor furnished & installed. As shown. Contractor furnished & installed. Contractor furnished & As shown. Contractor tunished &' installed. Prune to uniform low hedge. As shown. Contractor furnished & installed. Contractor furnished & installed. 18" o.c. • Contractor furnished & tri- spaced installed. 6" o.c. Contractor furnished & installed. All trees shown have been purchased by Boeing and are being held at a nursery. Contractor's bid price shall include all installation and guarantee costs. Boeing will pay for shipping. At the time the contractor accepts the trees frorn< the nursery, the contractor accepts full responsibility for quality and guarantee of the trees. if, before acceptance of the trees fr t m the nursery, the contractor feels the material cannot be guaranteed or 'does not meet specification, he should notify a Boeing representative. All lawn areas to receive 4" depth topsoil. All ground cover and shrub areas to receive 6" minirhum depth topsoil. ,eEsro1 .EKvsr7 /&:'L..4k77A/6, - 445 ,a/5red er cv a ACT 7!/!77 5 '// r,9CG477eg . 1 CITY OF TUKVVIUA APPROVED JUN . 13 1991 AS NOTED BUILDING DIVISION e 0 • •Fa & inspition, • STATE OF WASHINGTON uL0 L.AN'. 'Ail:: tG IECT IN D. D E5 CERTfFICA7 E No• 1209' 4P,eR. 1 /¢9/ DATE ea O , .,.,... .. .. ... .... ..:;...,.. . . iiiithi'ftlit'liiiiiitililiiiiiritil'itilitliilmirlitoliihiiiil ..,. ......,.. .., ... SUBTITLE COVERED WALKWAYS B.M.A./DEVELOPMENTAL CENTER D.C.A. 798 • LANDSCAPE IMPROVEMENTS AREA 2,3,4 w • 00 0000 407S RE V. 7/83 411111111111111MM ;211111011•0111111•10111,11M111 •••■••••••■••011..111.M11.0.14.1■1111 INMMONM. loiregarriommomiermimattgamma 10110111111111111111110t .411.1•111111MINIWISSIMINANDAMMIMAISOMMINWAKI• -E-X1577N6 Li44/116CAFe ***Itiral2MVAVATIVI BLDG. 9-85 BLDG. 9-80 0 SECTION BLDG. 9-90 •0 0 0.0 00 ArierEZA/faig FACILITIES DEPARTMENT Ti I i lly AREA 2 0 AREA 3 SCALE 1" = 20' 0>Q0/7/Vb.404H/#44E44 b P%-04/ 1( r/Ndee 0- AC/ 2 / °49 ei c r /i/1-14/Z.CHD/4Ee 4 P2,44//7/1/ 0 AUBURN, WA. 98002 0 EVERETT, WA. 98201 0 KENT, WA. 98031 0 PORTLAND, OR. 97220 0 RENTON, WA. 98055 • SEATTLE, WA. 98124 VII IIIIIIIIIIIIIIIIII11111111111111111111111111 9 41' I / •51 61;1 No18 BLDG. 9-120 ti R.6 0.)057 4 2/2,4-hi/Aec: rr4e,./4/6' eYe.0/1577zaer/. /4/ 777 . ",■121t 1R111111• 11111:110. 11A____. sw,eer Pr...44/7- 42"-W,42,44 /149- - 4,111111101• CITY OF TUlibA APPROVED JUN 13 1991 re ,AS NOTED — 1 - 3011DING DIVISION ION STATE OF WASHINGTON R GISILR UAr C FCT ALVIN B. DLE.S CERTIFICATE No. 209 0 0 • • i i i i III1�111 Ei i , i.,. IIII •�i tt -r .. , I�(1�(1 I' t l ..I ,.i , I illl ll�(l 6 ll(IlIlii R l rl� l G l (1111 9 11. 111111 9, '(1111 riilliiitittli y LLJ DES C10 MM MOM REv. 7088 .sarrinn : Etieza0E-P /WA W/ I/E,2T /c :A: Gt/ /iee4 Af '1�.�? PL.I —A46;NT 1/ 4LUUr/44Emr /Nc ' kwriv AT /C/17 1 41; LaQE /A/ Aizze T . F/NfSf/CofP-Ac . Lave.14/44 ,E C/v/L- �l NI 7 -27 ' 4F 131..1; F4U111 /ON Al 48 EE45'PEG.S / 1 N C rj EE C/v/ L� • ' GENE t- F /LL- .— SEE SPECS LANDSCAPE GRADING SECTIONS G m pope- p 241/L. Cff, 44 k., /yo7' AcCEPl.4C� ,ezkio/e5 Ex/AAP PAW 751 oe F /CW N '��vE III d, j -' SCALE: 1/2" = 1' -0" 7 A E4 A /G AS f ki,v pI ekw/P E 4 H �,��7�L PL.4'/r peer s r47DTs (E4.7x ) 4 » eop //GATED PE E P7AE' F.Y.X. / W/ EVERGREEN TREE PLANTING DETAIL L -1 NO'S L -2 SCALE: 1/4" = 1 -0" e aL E Ef. c� F /Nf5// 'AC /7R 6EE CONC. CU26, SEE C /v /L kW/EN THE ,6Z'Y &4!L- /S E,VG'10'S69 /NA Whcze .✓ T SUi Z�i2' C!/T AlL. vgg7 /C4/ A,//,f„6 E T / E ' P /7 f'Je/O, 7 Z G '+ 1Nb WTI/ 7671:71-- • � 4/ i u ACt a D,424./ EE v� 2% -•- T'P 4F !'►al�vi� I • eeke. 'we , 7o1 l;% / f/J 4T /GN CC U F/ end, 44 .5 war , ,,Gbve er/, ° /eXt161 z: e -- e T NEB ' �7vE T N A IG A ?G1T/iVp... .111 7 EDt/ - 5 / pEW.4 L L / , EE . PAcr Soil BENEATW r ^ GAMY pee Tr C470741.- E4.770 - 4 CGie-2ll�s�'i1r D FF-12F f'IFE F/GGEaw/ G A1, -• DECIDUOUS TREE ILL A NT!NG L. 1 1 1 1 1 1 1 1 1 1 1 1 I I I 1111 1 111 1 TAP' /L.. F/L sc- � CAE//E.0AL P /GL � SEE SPEC. P7/(1 /hf/ G 4 01-r' AFTe)2 66T7G/A1 . 7 .9 /L ,' EE" 5fEe. ag 11L p /LL , 5EE SPcG #.444./d 1.4'4 4/ ,7) 2, .9T Atev - r o/!! se '55 Ail / eAcN • /P0 41G . I I I II �Ir111 ►III1I11; II ' ILI1I111IrI1 4r r- r/A//3H 6,2AcE ft , EC /✓ /!. '4 1,111II CYJ,t/d. 0. T SEE r~/- , *SEE =F-C,-4 SCALE: 1/4" = 1' -0" PLAN TRFF ANCHOR 1 1 1 I 1 5I r I 1 1 r I 1 NO.18 0 � 5►, ' a4 EX/ i coNE A e • SECTION r � M y of. ,w+ tiI • ♦ Y - ±� .�� 4,4. j. 0/toff PO /1k7 , yEEC/ v /L.- NTS • 1/117X>114/ ELM/ Z;97'. dv,I r1 r rptrat I7 Fi4G$6' 944' 714//C6 V/fi7E Mks/ 74' ef9WWN 774E6 ?Amm/o< . 027 AW- 7/5 Ti • K • C o ea& ee C UB ' Illal APPROVED COMM/ INN iiiiimir IIIIIIIW Mill TM I 11111 I I I I It NIMBI 1111 -M1.11111111111111 01111111•11111111111111 , IIP":" 1111=111 IIIIMIIIIIIIIIIIIIII r AP If i 1 • M IN • NM= MN= L'_•• wrigrni 1-- oz REVISION /S5W f 44 .P-hg' f N ? 1'/614 /SSuE /= ✓37 a ;O.iJ APPROVED r ■ MIN" AMIN ;4111 11111111 1111, MIN Mr Ai APPROVED BY DATE - ..9/ 4 1-1-41 SUBTITLE . LANDSCAPE IMPROVEMENTS - SECTIONS ..& DETAILS /S514 Pa Ga)57,Pt/C/70 SHEET L.3 ' B NO.901303/5 -14.03 LAST REVISION 3/ OF 34 DWG NO. 109-000-1157-L-3 NTS Air0 ,IVL, FACILITIES DEPARTMENT K L -1 ❑ AUBURN, WA. 98002 ❑ EVERETT, WA. 98201 ❑ KENT, WA. 98031 ❑ PORTLAND, OR. 97220 ❑ RENTON, . WA. 98055 a SEATTLE, WA. 98124 ACCEPTABILITY . THIS DESIGN AND /OR SPECIFICATION IS APPROVED N .B CHECKED .-4E5 . 1Q TITLE NTS COVERED WALKWAYS B.M.A. /DEVELOPMENTAL CENTER D.C.A. 798 FA--E cP' Lc '. mmrnrrnr;rrrnnr ;r "; See -iee /.� /yQ7 - 4e-e rl.& ,r1 /X /1/47/1/6 1V/re Il. , Moo r X_ 7 ,AREA 4 LG• ,e70OUAi 2 F�•�itlTTA��! E'T'A (2 7D7;41. SCRUB PLANTING DETAIL NEh/ c,Ave •W4L.4, Ea/r/ /L.• T /.L,'`af6 a O R4g/ F F,10. TIG /it/�p . SCALE: 1/2" = 1' -0" RECEIVED CITY OF TUSKWILA MAY 14 1991 PERMITCENTER • C./24 e. dui. €EEC'/Y /t- CITY OF TUKVv1LA APPROVED JUN 13 1991 AS NOTED BUILDING DIVISION STATE OF WASHINGTON R E !STEREO Da t AGt( ALVIN B. n«S CERTIFICATE N. 209 APIElt 1 I9 } 9 a 3 1 1 ISSUE FOR CONSTRUCTION 00 6000 4075 REV. 7/03 REVISION APPROVED DATE k R N1 SUB ,'■TLE TITLE APPROVED BY ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DEPT. DATE CHECKED C.L.F: APPROVED COVERED WALKWAYS B.M.A./DEVELOPMENTAL CENTER D.C.A. 798 BLDG. 9-120 ISSUE FOR -CONSTRUCTION 1.1.1 oS • -8 GUARD POST HID LUMINAIRE I- 70 WATT HPS LAMP, 277 VOLT WITH ALUMINUM HOUSING, PPmMATIC • ACRYLIC LENS HUBBELL #NRG-4I7S9 OR - CIRCUIT ON ALTERNATE PHASES EXISTING LUMINAIRE CONCRETE HANDHOLE, WSDOT J-110, TYPE I EXISTING HANDHOLE 2"C. 4 #10 I #10 GRND. I" STEEL C. 4 #10 3/4" EMT C. 4 #I0 3/4" EMT C. 2 #10 • NOTE! REPLACE EXISTING LUMINAIRES 1-5 8 7-9 CANOPY 15 BEING REMOVED IN SHADED AREA. REMOVE LUMINAIRE #8 a ROUTE CONDUIT DOWN LEGS a UNDERGROUND. NOT SHOWN ON THIS DRAWING ARE LUMINAIRES 5b, 40,3c,2b, la RECONNECT EXISTING CANOPY LUMINAIRE CIRCUIT DIRECTLY TO 3 PHASE, 4 WIRE 277/480 CIRCUIT (BYPASS EXISTING TRANSFORMER) 20 NORTH 0 FEET L DOCK 40 • BLDG. 9-140 BLDG. 9-130 isrierivArig• FACILITIES DEPARTMENT rt. 4.. lownwirt.0001. • CD AUBURN, WA. 98002 E1 EVERETT, WA. 98201 El KENT, WA. 98031 El PORTLAND, OR. 97220 D RENTON, WA. 98055 SEATTLE, WA. 9 111111111111111111111111111111111111111 III 111111111111111111111111111111111 111111111111111 I 1 I 1 2 1 I -31 I 41 I 51 I Oh No.13 , eY mi our me re omiurairiu21 -GATE CONTROL ., IRRIGATION CONTROLLER J-I0 GUARD POST IS BEING RELOCATED. DISCONNECT ELECTRICAL a COMMUNICATIONS CIRCUITS. RECONNECT ALL ELECTRICAL a COMMUNICATION CIRCUITS AT NEW LOCATION. THIS SHALL INCLUDE THE EXISTING GATE a IRRIGATION CONTROL CIRCUITS. RELOCATE TWO ROOF MOUNTED FLOODLIGHTS TO OPPOSITE CORNERS OF THE ROOF AS DIRECTED EXISTING ELECTRICAL PLAN IS BOEING DWG. 109-000-2802 SHEETS El, E2, a E3 —APPROXIMATE LOCATION PANEL 8P. CIRCUIT 8, 10,12 TO CANOPY LUMINAIRES. ADD PHASE B NEUTRAL CONDUCTOR(S) TO MAKE 3 EA. 277 VOLT CIRCUITS. CIRCUITING EXPLANATION: LUMINAIRE NUMBER a "a" 190 - WHERE H 19" EQUALS EQUALS PANEL 8P CIRCUIT #8 11 • 11 • 11 11 *10 H C II 11 11 11 " # 12 MMOMMIIIIMIMWM1111•1111.11001r BLDG. 9-85 BLDG. 9-80 CANOPY 3 CANOPY 4 CONNECT TO SPARE IP20A, 277 VOLT CIRCUIT IN BLDG. 9-85 PANEL D2A CIRCUIT 80 PROVIDE PHOTO CELL TO CONTROL CANOPY LIGHTS CANOPY 5 CIRCUITING EXPLANATION: 3Ia -*WHERE "31" EQUALS LUMINAIRE NUMBER 8 "0" EQUALS PANEL CIRCUIT 2a ub!1 11 ,1 11 2b ti 11 U 11 11 2c COPYRIGHT 0 J. DELVIN ARMSTRONG 1991 1 JD-21 LIGHTING ENGINEERS 1840 - 130 t h N.E. SUITE 15 BELLEVUE, WASHINGTON 98005 885.2195 CANOPY ILLUMINATION PLAN 0 co RECEIVED CITY OF TUKWILA MM 14 11 PERMITCENTER 4 1490-El 4 0 1- 1 — m 0 0 .._ � V )))III ) �� E� V)))) � II IIIIIII ;, . Ii . TIIIIIIiiiIIII i , V))))III 6 , Ii s V)) L 9 IIII III II 41 II...1 Z Si II IIII II I I III IIII I y 20 0 NORTH FEET Cl CONCRETE HANDHOLE, WSDOT J -11a, TYPE I HID LUMINAIRE I- 70 WATT HPS LAMP, 277 VOLT WITH ALUMINUM HOUSING, PRISMATIC ACRYLIC LENS HUBBELL .#NRG -417S9 OR EQUAL - CIRCUIT ON ALTERNATE PHASES EXISTING HANDHOLE 2" C. 4 #10, I #10 (R N D. " STEEL C. 4 #10 40 W O m 4 3/4" EMT C. 4 #10 0 3/4" Eiv*T C. 2 #10 0 2" C. 6 #I0, I 010 GRND. 06 1" STEEL C. 6*10 O7 3/4" EMT C.6 #10 war amarnormemsommowsumsealr M w�.r�r.rr- ,-PANEL #I, CIRCUIT #7 IP20A, 120 VOLT. EXTEND TO IRRIGATION CONTROLLERS AS SHOWN BLDG. 9 -98 IRRIGATION CONTROL IRRIGATION CONTROL BLDG. 9 -90 38b n BLDG. 9 -59 0 n CANOPY 7 0 FACILITIES DEPARTMENT I IIIIIII IIIIIII IIIIIII IIIIII L 11 I I 2 1 1111 11 1111111 111)11I 3 1 MIR 43a Cr CI-7 44b 45c w No.18 te` :r.'%.m." 2"C. 3010, 1 #10 GRND. ADD I #IO NEUTRAL • AUBURN, WA. 98002 ❑ EVERETT, WA. 98201 O KENT, WA. 98031 C) PORTLAND, OR. 97220 O RENTON, 'WA. 98055 II SEATTLE, WA. 98124 C. ONLY 2" C. 4 #10,1 #10 GRND. (EXISTING) .- FROM PEDESTAL PANEL P ON INCOMING ROADWAY CIRCUITING EXPLANATION: 58a -WHERE "58" LUMINAIRE NUMBER & "o" EQUALS PANEL P 11 b 11 11 11 11 11 c 11 11 11 11 I III III 1111111 111 111111111,1 41 I 5 I 6� • EQUALS CIRCUIT #2b 11 #2c CANOPY 8 PARKING APPROVED BY DEPT. ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED CANOPY I1 • ISSUE FOR CONSTRUCTION On 6000 4075 REV. 7/83 REVISION APPROVED J.D.A. REVISION APPROVED 48c ❑ 0 W m 0 CIRCUIT A PHASE A & B PRESENTLY EXISTS. ADD 20 PHASE C a NEUTRAL. !L� ADD 2 #10, IRRIGATION CONTROL CIRCUIT CIRCUITING EXPLANATION: 46a- WHERE "46 "EQUALS LUMINAIRE NUMBER a " a" EQUALS PANEL CIRCUIT 2a " b " 11 11 tl 11 2b II 11 11 11 11 2c COPYRIGHT C9 J. DELVIN ARMSTRONG 1991 1 4 4i 7elie 19 f 4 Pok 14 40 4 JD-21 LIGHTING ENGINEERS 1840-130th N.E. SUITE BELLEVUE, WASHINGTON 98005 885.2I05 RECEIVED CITY OF TUKWILA HAY 1 4 1991 PER/Vial 3/29/91 ISSUE CONSTRUCTION APRIL 1991 SYMBOL DATE LAST REVISION DRAWN BY S. I. L. CHECKED C.L.F. ENGR. CHECKED APPROVED APPROVED J.G.A. SUBTITLE TITLE CANOPY ILLUMINATION PLAN COVERED WALKWAYS B.M.A./DEVELOPMENTAL CENTER D.C.A. 798 . SHEET 109 -000 -0270 -E2 T ili�I��) I of E I II ��i�� i 11 itlitii �ili Iiiii roiblitililigilthili rriiiiiiiIiiiiiii i� iiiiitirill t �itili th 1 20 lob NORTH 0 MoNsalessimmomillmmoinionSIR 40 • FEET . TO U. G. II I I l I I /1 1 CANOPY 12 66c 67a 68b 69c n n n 3/4" EMT CONDUIT CURVE TO ROOF (PAINT TO MATCH ROOF) J- BOX AND ELECTRICAL SLEEVE DRILL THROUGH LONGITUDINAL AND I-BEAMS I " RIGID CONDUIT UP INSIDE OF LEG CANOPY ELECTRICAL CONNECTION DETAIL FOR ARCHED ROOF NOTE: FLAT ROOFED CANOPIES I &1 2 SHALL HAVE CONDUIT MOUNTED TO OUTSIDE EDGE OF LEG, PAINT TO MATCH ADJACENT SURFACE . ADD NEUTRAL CONDUCTOR BLDG. , PANEL CIRCUITING EXPLANATION: LUMINAIRE NUMBER a "a" NimoormenrmasomairememorminP 11 b 1, c TO THIS CIRCUIT 70a -WHERE "70" EQUALS EQUALS PANEL CIRCUIT 11 11 �� 11 11 11 11 1 / /A!/11111 III I 1 1111111 I1 1III 2 E INIIIM•ammialiamansioneri■laill1111118111rrwimMe AVOID BRICK PAVERS 11111 11 1111111111111II 3 '1'1'1' 1'1'1'1' 4 1 BLDG. 9 -53 • IIIIIII�IIIIIIIIILIIIlIj No.18 • 75c 76a 77b v v. r r• — ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED (r7.47/7 HID LUMINAIRE I- 70. WATT HPS LAMP, 277 VOLT WITH ALUMINUM HOUSING, PRISMATIC ACRYLIC LENS HUBBELL #NRG-417S9 OR EQUAL - CIRCUIT ON ALTERNATE PHASES CONCRETE HANDHOLE, WSDOT J -IIo, TYPE 1 2"C. 4 #10, 1 *10 GRND. STEEL C. 4 #I0 3/4 EMT C. 4 #10 JD-21 LIGHTING ENGINEERS 1840-130th N.E. SUITE 15 BELLEVUE; WASHINGTON 98005 COPYRIGHT 0 J. DELYIN ARMSTRONG 1991 1 885.21 &5 • 9 RECEIVED CITY OF TUKWILA MAY 14 1991 PERMITCENTER I ISSUE FOR CONSTRUCTION 00 6000 4075 REV. 7/83 REVISION APPROVED 4/1/91 REVISION APPROVED BY DEPT. SYMBOL DATE SHEET J08 NO 901303/5 -34 -03 AIWAEZAW FACILITIES DEPARTMENT ❑ AUBURN, WA. 98002 ❑ EVERETT, WA. 98201 ❑ KENT, WA. 98031 ❑ PORTLAND, OR. 97220 ❑ RENTON, WA. 98055 :SEATTLE, WA. 9.8124 CHECKED EN GR. CHECKED APPROVED APPROVED C.L.F , J.D.A. Z/29/9I SUBTITLE TITLE CANOPY ILLUMINATION PLAN COVERED WALKWAYS B.M.AJDEVELOPMENTAL CENTER D.C,A.798 ISSUE FOR CONSTRUCTION LAST REVISION APRIL 1991 1490-'E3' 0 1- 1- ws m 0 0 • 0 0