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HomeMy WebLinkAboutPermit 4719 - City of Tukwila / Foster Golf Course - RestroomsCITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 Work to be done Site Address Building Use Property Owner Address Contractor Address BUILDING PERMIT New Restrooms 13500 Interurban Avenue S. PERMIT # Lr / / Control # 87 -137 Restrooms City of Tukwila 6200 Southcenter Blvd S. L. Larsen Const. Co. Suite # Tenant Foster Golf Course Assessors Account # - 0/4- Phone # 433 -1843 7ff38 15th Avenue N.E. Seattl- FOR BUILDING PERMIT ONLY Approved for issuance by: S Ft. Ei • Office Storage/ Ware h ouse Retail Other lOcc. Load 1st F1. 247 2nd Fl. 3rd F1. Total Fire Protection: ❑ Sprinklers ❑ Detectors Zoning Type of Construction Special Conditions Zip 8 Phone # 363 =9810194 8 Zip 98155 Fees sq. ft. @ 1st F1. $ sq. ft. @ 2nd Fl. $ sq. ft. @ other $ sq. ft. @ other $ Total Valuation of Construction $ 19,000 Bldg. Permit Fee Receipt # $ 198.00 Plan Check Fee Receipt # $ 129.00 Demolition Receipt # $ Surcharges Receipt # $ 1.50 Other Receipt # $Y Other Receipt # $ $ 328.50 TOTAL FOR SIGN PERMIT ONLY ❑ Permanent J Temporary 0 Single Face Building face ❑ Double Face J Wall Mounted ❑ Free Standing J Other Setbacks: Front Side Side Rear Square Footage of each sign face Total square footage of sign Special Conditions THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANOONEU FUR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. 1 HEREBY CERTIFY IHAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS ANU ORDINANCES GOVERNING THIS T PE OF WORK WILL BE,CO1l LIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CA CEL THE PROVIS ORS F ANY ER S.A1IE OR LOCAL LAW REGULATING CONSTRUCTION 7,17 PERFORMANCE OF CONSTRUCTION. _�` --' Date l Lf /ray /7 Signed 1 hereby affirm that I am Contractor (signature) LICENSED CONTRACTORS DECLARATION Insed under r 1 ions 9f the Business an Professions Code, and my Bice n e is full force and effect. 1L000cQ- �� -�5._ m Date lZ OWNER- BUILDER.DECLARATION ( ) I, as owner of the property, or my employees, with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ( ) I, as owner of the property, am exclusively contracting with licensed contractor's to construct the project. Owner (signature)_ _ Date CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 Work to be done Site Address Building Use Restrooms Property Owner City of Tukwila Address 6200 Southcenter Blvd Contractor S. L. Larsen Const, Go. Address BUILDING PERMIT New Restrooms 1 500 interurban Avenue S. PERMIT # Z7/ 7/ 9 Control # 87 -137 20038 15th Avenue N.E. Suite # Tenant Foster colt Course Assessors Account # Phone # 433 -1843 Zip 98188 FOR BUILDING PERMIT ONLY Approved for issuance S Ft. Sq. • Office Storage/ Warehouse Retail Other Occ. Load 1st F1. 247 2nd F1 .. 3rd Fl. Total Fire Protection: ❑ Sprinklers ❑ Detectors "Zoning " TYPe- of-Const "l^uction...` _. Special Conditions PN Phone # 863 =0194 sq. ft. @ 1st F1. sq. ft. @ 2nd Fl. sq. ft. @ other sq. ft. @ other Total Valuation of Construction 19,000 Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other TOTAL Receipt # $ 198.00 Receipt # $ 129.0() Receipt # $ Receipt # $ 1.50 Receipt # $ Receipt # $ 328.50 FOR SIGN PERMIT ONLY ❑ Permanent 1 Temporary ❑ Single Face ❑ Double Face [] Wall Mounted ❑ Free Standing ❑ Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Total square footage of sign Special Conditions tHIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FUR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED,WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS pF.,'ANY,. OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION R THE/PERFORMANCE OF CONSTRUCTION. Signed f .e•4.( (1 ' i__,S'e%11,e.,- - ----d Data Y -/ /Z7,,AJ2 LICENSED CONTRACTORS DECLARATION 1 hereby affirm that 1 am ljeensed under/00 isions gf thCe Business arW Professions Code, and my license is ip full force and effect. Contractor (signature) f , 6 /I -tW- (.._.,- cCCi.1L�-' %�/ Date q/2. 9 ./ 7 OWNER - BUILDER. DECLARATION ( ) 1, as owner of the property, or my employees, with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ( ) I, as owner of the property, am exclusively contracting with licensed contractor's to construct the project. Date Owner (signature) elY�.K +MxY :i:.M3.1i5Y_44:l.9 NdNJYHHJUfrJdrr�'`S. TMaa�cnna ,.w,r.r�.0 «M�w,wwr..a.� CITY OF TUKWILA Building Division Boulevard (206) 433 -1849 Type of Inspection Site Address Requestor Special Instructions �i.%+xkn +ld4UA'iMIwY.� 9�1Ywutf4 FC ff. INSPECTION RECORD C� PERMIT # .q _% / Date / 2 - /,3.;c)) ; f 9 (2)1'041--) Date Wanted �� cvLi X1/.2 y a .m. p.m. Project //ff 6 Phone # 4/3 .:3 - v/ / D 667-5/ Inspection Results /Comments: Inspector le-61 1 Date /.2//77 CITY OF TUKWILA Building Division Tukwi„la,�tWashingtonul98188 (206) 433 -1849 ........�_..+.._« r.. �•....,.....• w.....-- �.....,. n. r* ww` vur: u. W'+. II"_" ntilP/ i.. °511P1C9.'x7A�tL4tNtik7.A�".�". w�i.S INSPECTION RECORD PERMIT # '/7/7 Gf / /fi7 Date Type of Inspection f `"Vow Date Wanted f fj /87 Site Address /3500 _Z-ki2e - --12a', ,l, co, Requestor Special Instructions p.m. Project /4-os eTet-- G Ceoks-P Phone # Inspection Results /Comments: Date a f //?7 Permit No. 7/5)' //74-7 /�,���� CIt•Y OrTUKWILA, Building Division 6200 Southcenter Blvd, Tukwila, WA 98188 433-1845 t Job Address /.'53-49e2 • CORRECTION NOTICE The following item are found tq be in viol,tion of Ordinance and shall be corrected. jl / %r% 41.11A. jot it ):U1• -t L-' i,e -, _47 1 (-?? IPr ,/ Signed /�fiZ^�1 Building oifieial /Inspector. CITY OF TUKWILA OWsi 6200 Southcentern(Waved BUS' )ING PERMIT APPLIC' TION Tuk i. a, Washington 98188 (206) 433 -1845 Control # Site Address_ _/;35-00 ��r,, -d,. ,¢ ,S; Suite# f Floor# Project Name /Tenant FsX :.-- , r7`r:p.P, )) Valuation of Construction lip? Ejpo Assessors Account# 411 i Property Owner C,71;,. 044- T _,e ,..,/,. Phone e13 /f 5-3 Address 6 9c, >4 ..7'��. -, �6/�/ . %,� �... 'lti A`A- Z i p Appl i cant din r-= f."%,•-u a te Phone ev 3.3 /rY) Address sue 0-4 ar Zip Architect /EngineerA60,A2,, �,;k.�s�1 7— G �jj,. li.;k r/aw)_ Phone ,575 ---8Z 5 Address 3.,z0 �1w�(..e, �'�.�� F ?:�( -Y Zip Contractor 3,i_ ,„,„ Ca,tr7: ea. License# ,$Li. Agee [k9,Q/ Phone 341,* -- o,- Address c2oc' r ' '�� A/." _ f���»7 / :v/. ZiP ?a-ZS-5— Class of Work: New Addition 0 Tenant Improvement [] Remodel (residential) 0 Reroof [] Demolition fl Interior Demolition [] Other Describe work to be d one / /'k �3 . , )6^: « , . - r 11,14-eje* f6.--••••••• 7Z - i.�.e7c r4- _ 6« i /14 K 2y71 A "„, i`✓' Ykr• G�1 n w O a T/L .s, i Type of Const. (UBC) 4,/ Occ. Group (UBC) Square footage of entire building r e-f7 , Square footage of tenant space •4.44 Bui 1 di ng Use Q�6/.c.. Will there be a change of use? J Yes Er No If yes, describe change of use, including square footages of changed areas Will there be storage or use of flammable, combustible or hazardous materials on the premise or area of construction? C1 Yes 1 No If yes, explain I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT AND THAT I HAVE THE PROPERTY OWNER'S AUTHORIZATION TO DO THIS WORK. Applicant /Authorized Agent (signature) name) At/ if' lil:/�,`�►.,,.r Contact Person (please print) %ac,, Date V978-, Phone 9933 -- /PV3 FEES: Building Permit Fee Plan Check Fee Bldg Code Sur Charge Energy Sur Charge* Other *New construction only OFFICE USE ONLY (000/322.100) $ C (000/345.830) (000/386.904) (000/386.907) Receipt# Receipt# . 0 Receipt# Receipt# Receipt# Date Paid Date Paid Date Paid Date Paid Date Paid TOTAL°Lc) (OWES: $��,sU SQUARE FOOTAGE /BUILDING USE INFORMATION 0 Square Footage of Entir- Building: Otc Ss.FT. LOAD USE 0 c T Si FT TOTAL TRACKING DEPT. DATE IN GATE OUf COMMENTS BLDG /y FIRE PLNG (rb PWD 1 Approved for Issuance ! Type of Const. To Mahan: Date Approved: Approved (Initials) Per letter dated Fire Protection: Ea Sprinklers ❑ Detectors f)06`) 00;/' OciG1 r' -P,.vi lac) - -'-17 �4 (115.---17 Approved,(Initials)ij2c BAR �� USE /SEPA CONDITIONS ONDITIONS Zoning (Z. A Setbacks :N -- S - - -- E ---- W ---~ Parking stalls required for: Site G Tenant Space fvoik Parking stalls provided: Site 0 Tenant Space/+L A ADDITIONAL PARKING STALLS REQUIRED: ) ;), wICC.iAM - To lei INsrAccCD pii 't AR. Stre_r Pc 6 -32 SMP(ATTACq fl fg1 4A7/87 Approved (Initials) Per letter /plans dated O_O e i90 Oat -/-0 kizad, bl. ) -1 '' Pia rur VICINITY MAP PARKS & RECREATION DIRECTOR DON WILLIAMS PROJECT LOCATION (FOSTER GOLF COURSE) GREEN RIVER 1 -405 LONGACRES PROJECT LOCATION (BICENTENNIAL PARK) AND MAYOR GARY L. VAN DUSEN CITY CLERK MAXI NE ANDERSON CITY COUNCIL WENDY MORGAN COUNCIL PRESIDENT MABLE J. HARRIS MARILYN STOKNES ED BAUCH CITY ATTORNEY OGDEN, OGDEN AND MURPHY LEGEND EXISTING PROPOSED JOE DUFFIE CHARLES SIMPSON JIM McKENNA FINANCE DIRECTOR ALAN DOERSCHEL 00.00 R/W ELEVATION RIGNT OF WAY LANDSCAPING fL CENTERLINE LETTERING MONUMENT 19 CONTOUR LINE CATCH BASIN CURB POST SD STORM DRAIN SMALL r1 loo .001 ELEVATION LARGE LETTERING ASPHALT PC POINT OF CURVE PT POINT OF TANGENCY AP ANGLE POINT PI POINT OF INTERSECTION R RADIUS ❑ CATCH BASIN x x FENCE I.E. INVERT ELEVATION T.E. TOP ELEVATION EL. ELEVATION PLIV6EN6 '�0,L; \( (_'_6. DERT. v1LLL FEE tN PE(`rED f l TIfilK- R(1-ENC %, ELczii'reAL rl1C b E E LE T Rte4L I `�PrC- / 5 j- / LL R�=�`!.)LF�r D ELE TA1eRL ftF�P'r(IT 0 T4r)ED rN r u TH i9 T /G�,ileY. ACCESS > L:NN� r YY1LN i S b 'ASN. 5`I ATt 5J »R :E FA E(D rls SHEET INDEX • O '; /1/), - Al-7211/,/Vi SHEET NO. TITLE BICENTENNIAL PARK 1 SITE PLANS 2. DETAILS & ROADWAY SECTIONS 3. RESTROOM PLANS, ELEVATIONS & NOTES 4. RESTROOM PLUMBING & ELECTRICAL PLANS, SECTIONS & DETAILS 5. PLANTING DETAILS FOSTER GOLF COURSE G. RESTROOM PLANS, ELEVATIONS a NOTES 7. RESTROOM PLUMBING & ELECTRICAL PLANS, SECTIONS & DETAILS • raheinipaTE RAPISIMIMg BOMIleg •ENGINEERIN®.8TREETB• WATER• BEWER•PARK 8. BUILDINGI• desi ' npd drawn MW checked proj eng proj dir field bk no BICENTENNIAL PARK /FOSTER GOLF COURSE -""""- CIVIL & STRUCTURAL ENGINEERING CONSULTANTS 320 ANDOVER PARK EAST, SEATTLE, WA 98188 Iilllill ill! 1 Illllllllllllll Ilillllllllllll 1'1111.14;r 5I IIIlilllllllill I No.fo 6".. .._.." � � E fZ WTI ' 1111111111111ll!.111111III I II II III IIIIIIIIIIII IIIII�II iI ►I I f,'i ��T II i 6 IIIIIIIIilllllllll) Illilllllllllllllll iilllllll Illi`IIII Illllilll L Illl1illl revisions file no scale NONE date DEC. 86 r 6L.F OF HANDRAIL SHALL BE INSTALLED SIMILAR TO STD PLAN 1-1-10 WITH M/M /MUM OF 3 VERTICAL POSTS, ATTACH TO LEVEL SECT /ON OF' TOP OF EX /STING BRIDGE WING WALL // /// \ / BR /ODE WALKWAY if) 1r.\ - MATCH NEW SIDEWALK TO BRIDGE WALKWAY GRADE . FOR CURB \ FA /RING 5EE DETAIL EX /ST /NG PAVED WALKWAY TOP OF BANK 18.91 \ 'PA Te x'.58 LUM / 8 " DEC. TREE TOE OF BANK - /'x 1.5' CONc. BOX TABLE OF LO- CAT /ONS PD /A/ T 5 TA T /ON OFFSET ELEV PC 1 2 +49 20' LT. /8.50 PC 2 3 92 6' L.T. /8.95 PC 3 4 # 07 6' RT. /8.88 PT 1 3#27 61 LT. /8..56 AP1 2#64 9'RT. /8.00 AP 2 , 2 + 79 6' RT. /8./7 P/1 2155.71 P/2 2 +69.29 P/3 3+27.29 /8.60 TOP OF FILL REMOVE AND REPLANT ON NEW GRADE 24 EVERGREEN SHRUBS AND 1 SMALL EVERGREEN TREE (APPROX. 6/ TALL); EXTEND SPRINKLER SYSTEM HEADS AS REQUIRED. EX /6T /NG CURB CONCRETE SIDEWALK 3'X3'X3'LUM. R, SEE NOTE 3 LOCATION MAP SCALE: f" = 100' NOTES: 1. INSTALL 1!/2" WATER METER SERV ICE w/; :ETAL. METER BOX A LID. 2. CONTRACTOR SHALL LOCATE EX /STING /RR /GAT /ON PIPE PR /OR TO ROADWAY WORK & INSTALL P /PE SLEEVE AT PIPE L OCA T /ON. CONTRACTOR SHA L L SALVAGE SPRINKLER HEADS FROM PARKING AREA A TURN OVER TO THE CITY. CLEAN our TOP OF BANK RIM El.. 18.55 SOUTH /NV. EL. 16.25 3. CONTRACTOR SHALL. LOCATE EX /STING IRR/GA T /ON PIPE PR /OR TO RESTROOM CONSTRUCT/ON. CONTRACTOR SHALL RELOCATE /RR /GAT /ON PIPING TO ACCOMMODATE RE S TROONI LOCATION & SPRINKLER REQUIREMENTS OF THE C/ T Y. 9,000 CFS ELEVATION L /NE 4. THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN IN AN APPROX /MATE WA)' ONLY. THE CONTRACTOR SHALL DETERMINE 7716 EXACT LOCATION 0F ALL EXISTING UTIL ITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WH /CH MAY BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. • 2/ .40 5' LANDSCAPED STRIP SEE NOTE h PAVED SIDEWALK S/M /GAR TO 8" DEC. TREE\ /N BE6 /N NEW SIDEWALK EXIST SIGN 20.10 • 8j17 2 RAIL WOOD FENCE (REMOVE REINSTALL AT TOE OF NEW FILL) SEW MH (EX /STING) TOP EL. 26.47 /NV EL. /6 . 7o • ►�• MON. ( 8ENCH MARK) PROPERTY L /NE - • 81X 8' CONC. SLAB w/ P/ CN /C TABLE 4" STUMP TREE -- LANDSCAPING LOW SHRUBS NEW 2" UNDERGROUND ELECTRICAL. COND U/ T w/ ELECTRICAL WIRE SIGN 6" DEC. TREE •6' RIM EL. 21/2 NORTH /NV Ems. /7.6/ CB WEST INV. EL. 16.82 NEW WHEEL CHAIR RAMP STD. PLAN F -6 NEW CURB sip. PLAN P- l, TYPE TO MATCH. SAW CUT AND REMOVE EX /STING P4 VEivMENT .MATCH NEW PAVEMENT TO EX /STING (EL. /8.8) � EX /STING ((c B EX /ST /N&J CURET` Ve EXIST /A/G CURB , ---" -- RIM EL. 21.32 EAST /NV. EL. 15.42 V .� -SOUTH ! =`L. 15.72 /NS TA L L "PA RK/NG " SIGN TYPE D4 -/ EXIST /NG 3 "ELM TREE 0.55 RIM EL.. 18.34 NORTH /NV. EL. /5.74 WEST /NV. E.L. 15.84 EX /STING LANDSCAPED ISLAND 809 ' RIM EL. 20.86 / Q ELECTRICAL SOX <� S'OUTH /NV E. 18.36 - e`\ WITH METER AND 13/ C C/RCUT BREAKER PANEL �' `N SITE PLAN 1 Zoo 5g ikV • SCALE: 1" = 20' L_ _J EX /STING 8'x 8' CONC. SLAB w/ PICNIC TABLE EXISTING POSTS (REMOVE /`1 /ODL E TWO RELOCATE FAR ONE) /A/STALL "SPEED LIMIT-10 'SIGN TYPE R21 1 REPLACE /RR /GAT /ON PIPE FROM THIS PO /NT TO NORTH A WEST (SEE NOTE 2) MIN. COVER 2' 19.14 / �� MATCH NEW PAVEMENT TO EXISTING (EL. 21.0) PT CURS STA. O # 41 - ' T:' EXIST ING 8 LT. PARK/A/0 AREA UNDERDRA /N 210 L.P., 5EE 5EC TION AP CURB STA. 0+74- 8'1- T. 2 INSTALL 2 "FOR PARK 1./."E ONLY" SIGNS SIMILAR TO TYPE R4-3 E VENL Y SPACED EX /ST /NQ LANDSCAPING TREES d LOW SHRUBS /NS TA LL "ONE WAY 11 S /GN TYPE R6 - 21... ONO MOO 807°11'25"w MON. 7 INSTALL "STOP "\ SIGN TYPE R/- 1STD. SAW CUT EACH END i' AND REMOVE APPROX. 20 L.F. OF EXISTI IG CURB ' EX /ST 3" GEC. TREE EX /ST. I IS. /RR /GAT /ON/ P IPE EXISTING LANDSCAPING EX /STING 8U /L DING SEE DETA /L u } CUR$ - RIM EL. 21.05 SOUTH /NV. EL. /0.85 NORTH /NV. EL.10.75 68TH AVE. S. MON.�•�_ • 0400 R /W' EX /STING t BULKHEAD EX/ST/N0 A/C PAVEMENT (PARK /NG ) 2 EXIST /NG STORM DRAIN RIM EL. 17.4 7 NORTH /NV. EL. 10.2 FAST /NV. El-. 12.3 SOUTH /NV. EL.. 10.0 18 BENCH MARK: MONUMENT AT /AI TERSEC TON OF S TRANDER 8L VD £ CHRIS TEm5EN ROAD EL. = 27.63 60ERAPRIMMM •ENGINEERING1•BTREETB• WATER•BEWER•PARKB•BUILIMNG• /A'5TALL " WRONG WAY " SIGA/ TYPE R5- 1 MIN. & "DO NOT ENTER " SIGN TYPE R5-1 87O. ON THE SAME POST LANDSCAPED / SLAND SEE DETAIL.. I . i9.o2 I SITE PLAN 2 1'l T YP.) R/W 19 - --- SCALE : 1" = 20' w• OEM I - 1 RAIL ROAD TRACK GRASS SWALE INSTALL CHAIN L /NK FENCE EXTRUDED ASPHALT CURB STD. PLAN F-2b prof eng �� Ala ALPHA ENGINEERS INC. = Ci 320 ANDOVER PARK EAST, SEATTLE, WA 88188 IIIIIIIIIIIIIIII L II ,1 IIIIII :�� 1 1111 A111111111 EXTRUDED ASPHALT CUR ,= (STD. PLAN F-2 b ) SLOTTED FOR DRAINAGE ( 6" OPEN /A a AT CEA/TIc-R OF EACH PARKIN STALL) w/ DOWEL SIMILAR TO APWA STD. PLAN NO. 6A 6 "0 DRAIN @ 0.02 FT/FT (CONNECT UNDERDRA /N TO DROP MH), SEE SECTIONS CD /A/STALL ,3"0 CONDU /T Ali CAPS 6," NORTH OF AND PARALLEL • TO /RR /GAT /ON LINE /A/STALL ?_45 L.F. 3 "0 IRRIGATION PIPE (2 "M /N. COVER). 4" 425 PVC SCI-/ED. 40 SL.EEVE UNDER PAVEMENT AREA PROVIDE file not Scale AS NOTED date DEC.86 I�IZ1.1_IIIIII{IIIII� 1111111{ IIiIi4�lilili {iIiI1W111ili{ilili4 N0.18<....•.,_..� i 1111 116 11 11 {IIII 811 1111111 1L 1 111111191 1111111Ii111{ I ' 1 11{ 11141 { II {ie� I1I1I11 EX /5T /N6 /.E. /6.7 EXISTING 8 "05 SAN SEWER PIPE EXISTING 8"95 SAN. 7 .SEWER P /PE NEW 6 "0 SAN., SEW P /PE ---- ADD NEW CHANNEL AND SHELF IN FIELD EX /STING MH AT STRANDER BLVD. AND CHR/STENSEN CHANNELIZATION PLAN NOT TO SCALE FA IR TOP OF CURB UP TO BR /OGE WALKWAY GRADE WITH CEMENT CONCRETE 3'-O" EXISTING CONCRETE CURB AT EDGE OF ROADWAY — EXISTING GRADE AT ROADWAY EDGE CURB FAIRING DETAIL (AT MATCH OF NEW SIDEWALK TO EXIST/NC BRIDGE WALKWAY) NOT TO SCALE EXISTING CONCRETE SLAB FOR CUR8/5 /DEWAL K ON BRIDGE FINAL FINISH GRADE /-o" 6'_ O„ CONCRETE SIDEWALK • REPLANT EXIST. ^�\I SCHRUBS AT NEW FINISH GRADE EXIST. 6'RApE -�,, EX /STING GRADE 2 - 3/8 "O x 4 STEEL DOWELS CROUTF_ D IN TOP OF EX /STING CURB WITH /" COVER NOTES FOR STORM DRAINAGE STRUCTURES EX /STING GRADE 1. PIPE SIZES AND SLOPES PER DETAILS. 2. OUTLET CAPACITY : NOT LESS THAN COiVMS /NED INLETS. 3. METAL PARTS : CORROSION RESISTANT. GALVAN /ZED P /PE PARTS TO HAVE ASPHALT TREATMENT 7. 4. FRAME & LADDER OR STEPS OFFSET SO A. CLEA/VOUT ClATE IS VISIBLE FROM TOP. B. CLIMB -DOWN SPACE IS CLEAR OF RISER AND CLkANOUT GATE. C. FRAME /5 CLEAR OF CURB. 5. /F METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE : OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE /.D. LESS /4" isnisigHETE WEIMMM e ,r-EX/STING CONCRETE / CURB AND GUTTER EX /STING ASPHALT ROADWAY SURFACE THICKENED EDGE COMPACTED SUBGRADE TYPICAL SIDEWALK SECTION NOT TO SCALE // /2' FOR ACCESS ROADWAY 6" SEE PLAN FOR PAVEMENT ELEVATIONS _/ EXISTING GRADE 2" ASPHALT PAVEMENT CLASS 8 -4" CRUSHED GRAVEL BASE COURSE COMPACTED SUBGRADE SECTION N.T.S. FENCE - ( STD. PLA/V L-2) DRAINAGE SWALE (SEE PLAN CONTOURS FOR DEPTH) 29' SLOTTED, EXTRUDED A SPHA L T CONCRETE 10" 6" UNDERDRAIN •ENGINEERING•BTPEETB• WATER•BEWER•PARK8•BUILIDING• 2" ASPHALT PAVEMENT CLASS 8 4" CRUSHED GRAVEL BASE COURSE COMPACTED SU8GRAOE THICKEN PAVEMENT AND BASE COURSE EDGE CRAVE- BACKF /L L FOR DRAIN by designed WT drawn HT SECTION N. T.S. date checked 5W proj eng proj dir BW field bk r� EXISTING GRADE S ® ALPHA ENGINEERS INC. 1 CIVIL & STRIJCTURAL ENrINEERING CONSULTANTS =Ii 320 ANDOVER PARK EAST, SEATTLE, WA 98188 IIIIIIIIIIIIII1 IIIIIIIIIIII'I'I 3 ' IIIIIIIIfIIIII i IIIIIIIIiIIII IIIIIIIIII'I'I' 2 ' 4 5 No.18 ST �r ET I i ills IIIIIIIIIIIiII IIIIIIIII!!II IIII IIIIIIII! lIIIIIIiit Iillii miluu uiiliiii iiuluu IIII1IIII fi uiiliiu FRAME & LADDER OR STEP:i OFFSET. SEE NOTE 4 77-1/5 SHEET & RATE .E'LEVEVATION TOP OF FRAME 18.00' EX /STING GRADE EXIST /NBC CB INLET T.E. 17.47 10 YEAR STORM FLOOD EL. 17. 50 is OUTLET PIPE SEE NOTE 5 ROUND SOLID COVER MARKED "STORM" WITH LOCK /NO BOLTS, SEE LOCKING NANNOL E FRAME DWG. NO. 60 (K.C. ROAD STANDARDS) CHAIN 450# CAPACITY. SLACK WHEN GATE AS DOWN, BOLTED OR WELDED TO FRAME STANDARD GALVANIZED STEEL. LADDER/ STEPS. SEE 2056 & DWG NO. 47 (K.C. ROAD STANDARDS) CLEANOUT GATE SEE DWG NO 63 (K.C. ROAD STANDARDS) 6"0 DRA /A/ T. E. GRATE /6.00 INLET P /PE I.E. 13.60 I.E. 13.30 EXISTING I. E. OUT 10.0 EXIST /N CB P /PE SUPPORT. 3 "x 0.090 CAGE BOLTED OR L 1BEODED 2 "/N WALL INLET TYPE 8-40 I.E. 14.20 /. E. 14.00 /E. /4.30 CB TYPE 11 48 " w/ FROP �r STANDARD FRAME & SOLID LID RES TR /C TOR PLATE WITH ORIFICE 1%13" 0 •INLET TYPE 13-4a EX /STING CB, REPLACE GRATE W /7H .SOL /D LID TYPE EX /STING STORM SEWER PIPE B "CONC. PIPE 12 "CONC. PIPE CB TYPE Il - 48 WITH FROP & STANDARD FRAME & SOLID LID 6 "0 DRAIN P /PE FROM UNDERDRAIN AT PC 1 STORM DRAINAGE Si FLOW RESTRICTOR MANHOLE -PLAN & SECTION SCALE //2"= lc 0" BICENTENNIAL PARK DETAILS AND ROADWAY SECTIONS 1; no date revisions file no scale AS NOTED date DEC. 86 r- soft 241-0" -O" 3'- D"x71-0 "x i3/4" H.M. • /p00Iz E F A M IE W/' 18 „x 24 LouVEr2 4 UIJOE.RCUT EG�E OF GOIJG. 5LAF3- INSULATIOU - WALLS : rII GLG.: (2 30 IN AREA 5-101A1 T.P PISP. C ?Y?) 2!O "x7' -C,'x 13411 H.M, 1200g 4 DAME -" 10,_0" NOTE FIM. FLR, :L, IOd -O" ,: L, 23,■7 ON 5176- pLA(U NVG5 DATUM 3/z" T'(F EL. EN. FLR , e CURB = 100' -011 ( TYF?) 2'x 41 SKYLIGHT TYP- IDGe L11�1� !- 330 "6RAS 13412(TY MEM n,l 4 ,42 "GRAS AR' Mr?) ) P,D 41-0" IC' all FLOOR PLAN • I /4 "= 1'_Q" l Imo' 4" GONC, 51L-4C3 W/ :ox lv - WI.413 W1.4 W.kI.P OvE-K 4 M 14 V P. : (a" k1A 5 H E D 612,4 VEL 5.-0" A. 3' -O "x 7 =0" x 1 Y4-" P0012 FRAME 14/ 18'1 x 24E" LOU V E!; u jt CUT 3'--.417-1 J 11 EL.9`� - ►1 "I 71/4"N 2'4" O cn 9'- 74" -_ 5Y-2_ " 3, - -GYz" SLAB / FOUNDATION PLAN 1/4 = 11 -0 ROOF FRAMING PLAN 1/4" = 1' - o" }GYJF OVRNA0G 3" 5LE..VE FOK IrLF_GT GAOLE / 111112E , MIM1. DURIAL lg ". 5TU5 UP OM 1�15IDE MIM. IZ "/-ABOVE Flt`i. FLR. RAPEIMMM REMIT. •aNO1NEBRIREO.9TABETS• WATEFI•SEWEA•PAF1KE•9iJBLO1N0• K•LIGINT (TYP) -\-_ 1,41aD0 SHAKE ROOF —� I x8 TIM �pLASH �3LOGK �� NORTH ELEVATION, 1/4" = 11- Q SOUTH ELEVATION /4" = 11 -Q" i SPLASH a,L10GK - - 1 xe TIM EAST ELEVATION 1/4" = 11- 0" 2x4(to • by dui nod drawn 7C checked proj eng —. Co" NIGH ROUTEP LETTR5 N I x 8 (HEL VETICA) -- 5/8" PL.YWOOp SIDIKI61 W / I x60 e "O. C. TOP OF PLATE s, 1081 -4" SHEET M E"(AL pOWk15FOUT TOP OF GU RNL iG0` -6', `P PILL 4 EL, = IOCU1 -0,S TOP OF PI-ATE EL, = 101'r�ll TOP OF CU Ki?) 7- = 1001-&" -110- FIM. FL-R. EL. = I00'-0 " SHEET r1ETAL GUTT�� I X 8 "T is 1 M 5 / /" PLYWOOD 511:M 4G I�/ I x ce 101. 0C - _WEST ELEVATION /4" = O" GENERAL NOTES 1. CODE; Uniform Building Code, 1985 Edition. 2. TYPE OF CONSTRUCTION: Type V -N for B- 2 .Occupancy. 3. DESIGN CRITERIA: Roof Loading: Live Load 25 psf Dead Load 13 psf TOTAL 38 psi Wind Load 20 psf 4. The Contractor shall verify and confirm all dimensions and conditions shown or implied on the drawings and specifications as well as the existing work and physical conditions of the site. Notify Engineer of any discrepancies prior to start of work. 5. FOUNDATION SOIL BEARING: 2000 psf on unyielding natural soils. All soils work to be under the the direct supervision of the Engineer. Compaction work shall be in 8" lifts to a density of 95%. 6. CONCRETE: fc' * 2500 psi, minimum 5 1/2 sack mix, 4" maximum slump. Ultimate strength design method used. Mixing and placing of all concrete and selection of materials shall be in accordance with the UBC and ACI Code 318, proportions of aggregate to cement shall be such as to produce a dense workable mix which can be placed without segregation or excess free surface water. 1/2" chamfer `on all exposed concrete edges, unless indicated otherwise on architectural drawings. Water curing shall be used. • Air entraining agent (3% to 6%) .to be used in all concrete .flatwork exposed to weather. Pozzolith 300N (4 oz. per 100# of cement) to be used in all concrete. Where special placing conditions are required, consult Engineer for variations of this specification. 7. REINFORCING STEEL: All reinforcing steel shall be deformed bars per ASTM A615, Grade 40, Fy= 40,000 psi. Unless otherwise noted, corner bars (2' -0" bend)',will be provided for all horizontal reinforcement. Detail steel ih accordance with the "ACI Manual of Standard Practices of Detailing Reinforced Concrete Structures." Welded wire mesh shall be 6 x 6 - W1.4 x W1.4 per ASTM A185. Reinforcement cover shall be as follows: Footings Formed Surfaces - Weather Face - Interior Face •Slab on Grade 8. TIMBER: 3 inches 2 inches . , 3/4 inch 1" Clear Top of Concrete to Welded Wire Mesh Structural timber and lumber to be Douglas Fir -Larch (North) as follows: stress grade Hem -Fir' (North) or USE: SPECIES: Bearing walls Non - bearing partitions All other lumber Top & bottom plates @ bearing * Repetitive member uses Hem-Fir Hem -Fir Hem -Fir walls Hem -Fir GRADE: Fb: No. 2 1000 psi Std. * 525 psi Std. or better No. 2 1000 psi Wood bearing on'or installed within 1" of concrete to be-pressure treated according to UBC Standard 25 -12. Solid blocking of not less than 2" thickness shall be provided at all bearing points of trusses. Typical anchor bolts to be 5/8" diameter at 4' -0" O.C, minimum embedment 7 ". All metal framing anchors shown on drawings shall be as manufactured by P. H. Bowman Company, or approved equal. 9. ROOF TRUSSES: Shall be factory manufactured, designed to fit the dimensions and loads indicated on the plans. Design shall be in accordance with allowable values assigned by the building code official. Complete design calculations showing internal layout, member forces and stress control points are to be available upon request for truss design. The design of the truss is to be under the supervision of a registered professional engineer in the State of Washington. All bracing shall be as per manufacturer's recommendations as approved by engineer. 10., WOOD FRAMING DETAILS not shown otherwise shall be constructed to the minimum standards of the Uniform Building Code. Minimum nailing, unless otherwise noted, shall conform to Table 25 -Q of the UBC. ,11. SPECIAL CONDITIONS: Contractor shall verify all dimensions in field and shall provide adequate shoring and bracing of all structural members during construction. Contractor shall notify Engineer of all field changes prior to installation. 12. CONTRACTOR shall be solely responsible for all required safety precautions and the methods, techniques or procedures required to perform his work. 13. SHOP DRAWINGS: Submit five (5) sets of shop drawings for approval prior to fabrication for: Wood trusses. 4IL • r mv REGISTERED A HIT CT G RRY MOORE STALE OF WASHINGTON u • fieldbkna Al "ALPHA ENGINEERS INC. CIVIL & STRUCTURAL ENGINEERING CONSULTANTS ..r.i 320 ANDOVER PARK EAST, SEATTLE, WA 98188 11111 11 1111111( 111111111 IIIIIII I 2 1111111 5i 1'I C [ IIIIIIIII Illi II11 IIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIII 1111111111111III11111 1111111i111i1111 33 '� No.18 IilIlIIIIIIIIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII 11'1111111d 1 RESTROOM . PLANS, ELEVATIONS a NOTES 111111111111111 E I I IIIIIIIIIIIIIIII11!I VIII II f ilo no scale AS NOTED date DEC. 1c. id 1111111 L ci65; --mot- al ti O O.G. 5 c 24" 2x4 WO T I I ROOF FRAMING PLAN 1/4" = 1' - o" }GYJF OVRNA0G 3" 5LE..VE FOK IrLF_GT GAOLE / 111112E , MIM1. DURIAL lg ". 5TU5 UP OM 1�15IDE MIM. IZ "/-ABOVE Flt`i. FLR. RAPEIMMM REMIT. •aNO1NEBRIREO.9TABETS• WATEFI•SEWEA•PAF1KE•9iJBLO1N0• K•LIGINT (TYP) -\-_ 1,41aD0 SHAKE ROOF —� I x8 TIM �pLASH �3LOGK �� NORTH ELEVATION, 1/4" = 11- Q SOUTH ELEVATION /4" = 11 -Q" i SPLASH a,L10GK - - 1 xe TIM EAST ELEVATION 1/4" = 11- 0" 2x4(to • by dui nod drawn 7C checked proj eng —. Co" NIGH ROUTEP LETTR5 N I x 8 (HEL VETICA) -- 5/8" PL.YWOOp SIDIKI61 W / I x60 e "O. C. TOP OF PLATE s, 1081 -4" SHEET M E"(AL pOWk15FOUT TOP OF GU RNL iG0` -6', `P PILL 4 EL, = IOCU1 -0,S TOP OF PI-ATE EL, = 101'r�ll TOP OF CU Ki?) 7- = 1001-&" -110- FIM. FL-R. EL. = I00'-0 " SHEET r1ETAL GUTT�� I X 8 "T is 1 M 5 / /" PLYWOOD 511:M 4G I�/ I x ce 101. 0C - _WEST ELEVATION /4" = O" GENERAL NOTES 1. CODE; Uniform Building Code, 1985 Edition. 2. TYPE OF CONSTRUCTION: Type V -N for B- 2 .Occupancy. 3. DESIGN CRITERIA: Roof Loading: Live Load 25 psf Dead Load 13 psf TOTAL 38 psi Wind Load 20 psf 4. The Contractor shall verify and confirm all dimensions and conditions shown or implied on the drawings and specifications as well as the existing work and physical conditions of the site. Notify Engineer of any discrepancies prior to start of work. 5. FOUNDATION SOIL BEARING: 2000 psf on unyielding natural soils. All soils work to be under the the direct supervision of the Engineer. Compaction work shall be in 8" lifts to a density of 95%. 6. CONCRETE: fc' * 2500 psi, minimum 5 1/2 sack mix, 4" maximum slump. Ultimate strength design method used. Mixing and placing of all concrete and selection of materials shall be in accordance with the UBC and ACI Code 318, proportions of aggregate to cement shall be such as to produce a dense workable mix which can be placed without segregation or excess free surface water. 1/2" chamfer `on all exposed concrete edges, unless indicated otherwise on architectural drawings. Water curing shall be used. • Air entraining agent (3% to 6%) .to be used in all concrete .flatwork exposed to weather. Pozzolith 300N (4 oz. per 100# of cement) to be used in all concrete. Where special placing conditions are required, consult Engineer for variations of this specification. 7. REINFORCING STEEL: All reinforcing steel shall be deformed bars per ASTM A615, Grade 40, Fy= 40,000 psi. Unless otherwise noted, corner bars (2' -0" bend)',will be provided for all horizontal reinforcement. Detail steel ih accordance with the "ACI Manual of Standard Practices of Detailing Reinforced Concrete Structures." Welded wire mesh shall be 6 x 6 - W1.4 x W1.4 per ASTM A185. Reinforcement cover shall be as follows: Footings Formed Surfaces - Weather Face - Interior Face •Slab on Grade 8. TIMBER: 3 inches 2 inches . , 3/4 inch 1" Clear Top of Concrete to Welded Wire Mesh Structural timber and lumber to be Douglas Fir -Larch (North) as follows: stress grade Hem -Fir' (North) or USE: SPECIES: Bearing walls Non - bearing partitions All other lumber Top & bottom plates @ bearing * Repetitive member uses Hem-Fir Hem -Fir Hem -Fir walls Hem -Fir GRADE: Fb: No. 2 1000 psi Std. * 525 psi Std. or better No. 2 1000 psi Wood bearing on'or installed within 1" of concrete to be-pressure treated according to UBC Standard 25 -12. Solid blocking of not less than 2" thickness shall be provided at all bearing points of trusses. Typical anchor bolts to be 5/8" diameter at 4' -0" O.C, minimum embedment 7 ". All metal framing anchors shown on drawings shall be as manufactured by P. H. Bowman Company, or approved equal. 9. ROOF TRUSSES: Shall be factory manufactured, designed to fit the dimensions and loads indicated on the plans. Design shall be in accordance with allowable values assigned by the building code official. Complete design calculations showing internal layout, member forces and stress control points are to be available upon request for truss design. The design of the truss is to be under the supervision of a registered professional engineer in the State of Washington. All bracing shall be as per manufacturer's recommendations as approved by engineer. 10., WOOD FRAMING DETAILS not shown otherwise shall be constructed to the minimum standards of the Uniform Building Code. Minimum nailing, unless otherwise noted, shall conform to Table 25 -Q of the UBC. ,11. SPECIAL CONDITIONS: Contractor shall verify all dimensions in field and shall provide adequate shoring and bracing of all structural members during construction. Contractor shall notify Engineer of all field changes prior to installation. 12. CONTRACTOR shall be solely responsible for all required safety precautions and the methods, techniques or procedures required to perform his work. 13. SHOP DRAWINGS: Submit five (5) sets of shop drawings for approval prior to fabrication for: Wood trusses. 4IL • r mv REGISTERED A HIT CT G RRY MOORE STALE OF WASHINGTON u • fieldbkna Al "ALPHA ENGINEERS INC. CIVIL & STRUCTURAL ENGINEERING CONSULTANTS ..r.i 320 ANDOVER PARK EAST, SEATTLE, WA 98188 11111 11 1111111( 111111111 IIIIIII I 2 1111111 5i 1'I C [ IIIIIIIII Illi II11 IIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIII 1111111111111III11111 1111111i111i1111 33 '� No.18 IilIlIIIIIIIIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII 11'1111111d 1 RESTROOM . PLANS, ELEVATIONS a NOTES 111111111111111 E I I IIIIIIIIIIIIIIII11!I VIII II f ilo no scale AS NOTED date DEC. 1c. l'/4' I /2" WATER METER PLUMBING PLAN 1/4" = I'-O" 100 •A . PA NCI E L METER 13Y ELEG. UTIL. 4 �-I 13 -3,5 LAND PRYER - f90'i4 SEWER LIKI =. (TYR) In1ATEIZ LAVE. (TYP ) PHOTO ELECTRIC CELL MT. Oki ROOF 13-1 ---A I C -TIME CLOCK - 4000" -41-/Ca 11 B /5-+90 WALL H EATEk MCutJT e (co" 4,69o„ PLUMBING FIXTURE SCHEDULE P -1 P -2 P -3 P -4 P -5 P -6 LIGHTING FIXTURE SCHEDULE TYPE MANUFACTURER NO. MOUNT LAMP DATA NO. WATTS CODE A 13 PRESCOLITE #4440 WPB BRYANT #5228 ELECTRICAL PLAN 1/4" MOUNT F14070 ELECTRIC CELL ON ROOF EXISTING& ELECTRICAL BOX WITH METER ,AND CIRCUT BREAKER PANEL r- 1 (_; --, I I r �'_ J WALL 1 100 100W A19 Lavatory Water Closet Urinal Floor Drain Floor Cleanout Hose Bibb CEILING 1 100 100W A19 NOTE= ALL COrJDUIT, h/lkil'JGi DEVICES, FIXTURES, EQUIPMELIT, ETC., TO MIN. GO" A,P CVE FIN . FL001 s , TIME CL.0 1 100 A PANEL NEW 60-4 BREAKER PHOTO ELECTRIC CELL / TIME. CLOCK TO LIGINT5 TO 1-:AND PR "rER, RECEPTACLE >' WALL_ NEATER ' N.T.S. 1"611g6TE We Mg gle"re •ENQINEERi111A• STREETS• WATER•SEWER•PARKS•SUILDIN8• 4 I2. 1- 1 PI -1070 LEC1tRIC GLLL MlRgoR 1 TOP- OF =108' -4' TOP OF PLATE EL, a IDI" -o" 5EE TOP OF GIRD AL L. = 1001-G" TP, 215 PENISER oof FIN, FLrZ E L, I d0' -0i STRUCTURAL FILL 1230 CLG. INSUL. UN11J15UL.ATED 5EE 141000 T R LI 5 Z x 4 NAILER TOP OF PLATE._ E.L. - 108' -4" 5/6" rLYWoop (2) Z x Ca TOP PLATE 5/6" PLY1oOD 1 =I2,P PANEL. (TYI? IN MEN'S INOM EN'S ) Z ,c co 5-11-113'S e I (o" OC - W/ KI I INSULATION 2 xG 1:RAS5URF_ . i I2EA T ED 5ILL. PLATE wj 1 O x 5/6" ANCHOR DOLTS r 0.C, t>J • 11 GEpArz 5HA?<E5 30* FELT %2 "SI- IEATTNING 2 x4 TKU5S METAL GUTTR PIK!.Fl_R -FOrz i2EIIVF. 5EE SLAB/ F1'JD. PLAKJ 51-IT. 3 2- 4 CoNT 1- IU�I�IGANE FRAMINGI ANC-I.OR-5 TOP OF PLATER i*L.. r. 108' -4" 2 r4 P>LOCKIN(, 1J 2" . .REE.K.ID HOL S z PER t3LOCK 2 x ' 5TU DS I (o" D� 5 /6" PLY kiOat) 51 -1T6; . W/ 1\6 13ATTEK!5 I G" ? ' ----- SECTION 3/4" = _Drr R.P. PANELS Z x 4 FW E 5SURE TREATED SILL PLATE kJ / 10 "x5/8 "p ,at�1GI -fGR 5oLTS e4' -O" O. C... FILL EL, = 100' -O" \` -FOR REILIF, 5F-E, SLAB/ FND, FLAN .51-1E.57 3 Z-44 GON.T S jM, EXISTING GRADE L:., L1IIIIIIIIIIIII�IIIIII III1III 1 2 S �ill ET �i T Ti liillii� illlil IIIIIIIIIIIIIII1m A. ALPHA ENGINEERS INC. ® CIVIL & STRUCTURAL ENGINEERING CONSULTANTS. 329 ANDOVER PARK EAST, SEATTLE, WA 98188 rt . IIIIIII Ir IIIIIII IIIIIII IIIIIII 31 I . 4 rim IIIIlilfIt 1111 IIIIIIIIIIIIIII IIIIIIII + I111I�I 5 6 No.18 V".7.7',.7.-7.4=7.- '' ll i I ++� I I M I I I I I I I I I I II III�I I II II II J.iIIIIIIIIIIII 2 x4 STUDS I(0, "D.G. W /ft „ PLYIAlODD w/ 1 XG @ 1(v" O.G. METAL- FLASHING Z x63 TRIM (SLOPE TOP TO DRAIN) TOP OF F'I..AT� �L. = 106' -O" I )<E3 TRIM (2) Z x 4 TOP PLATE. METAL F 1.A3I. iNG 2x4 �t SKYLIGHT, Z x4 GUI? 13 (TYf' ) 2x4 12,LOCKIKIG -- 1 1 -o " otrrbTIrthl %..) L.04 ri 1 1d 7/s" PLYWOOD, WGb2 T12U 55 l3EYDN L? 2x4 i3LOGKI■G BICENTENNIAL PARK IMO ID . , ....•.der 7`''`I .3ISTERED t N!TECT ORR'# O. MOORE STATE Gi WASHINGTON RESTROOM PLUMBING a ELECTRICAL PLANS, SECTIONS & DETAILS file no 'scale AS NOTED date DEC. 86 PANEL SCHEDULE NO.' LOCATION: ELEC /MECH SERVING: RESTROOM ROOM �rn. �' ' - if 120/240 VOLT$ 1 0 3 WIRE 100 AMP MAIN BREAKER AM' Mr 1 - -- - � 'NATO t ] i ' CIRCUIT DE�IPT! 15 .4 RECEPTACLE " ` LIGHTS .7 15 1 — ^- 2 HAND DRYER - WOMEN ,1 ,, 2.4 15 3 5- 4 6 15 - 2.4 - NAND DRYER - MEN ,, ,1 TIME CLOCK .1 15 7— r -t' 8 15 .8 WALL HEATER SPACE - - 9 ,. -+_ 10 - - SPACE - - 11= _ ' 12 - _. SPACE: .r 6 1 0 .24 i1IV 25-- , '^ 26 27---- 29 ' ''-30 ^ 28 - -- 31 --32 33-41 -34 36 35 37 ^ ei ^ 38 se . CONNECTED.. LOAD: DEMAND: DEMAND LOAD: 6.8 KVA - 28.3 AMP$ KVA AMPS BICENTENNIAL PARK IMO ID . , ....•.der 7`''`I .3ISTERED t N!TECT ORR'# O. MOORE STATE Gi WASHINGTON RESTROOM PLUMBING a ELECTRICAL PLANS, SECTIONS & DETAILS file no 'scale AS NOTED date DEC. 86 gle PLANTING SCHEDULE KEY A/0. COMMON A/AME LA T /IV NAME 5/Z E a2 AZALEA RED c1.4 /C QUERCL/5 230AWL /5 / 5/4"0/04. OP 1 FLOWER//V6 PLUM PRU4/U5 BL/RE/AA/04 14/4" 0/A . Cy G r4ZALEA AZ 4 LEA MOLL /5 /5 -/8 AA 0 3 ,PWIODOLVA/pRinV RI/0000EN[7RON LJA/1QUE 15-18 1N. NOTE ALL LAA/DSCAPEP .QRE,45 S,4/4L L BE MULCHED 141/7W 2 ` M /itt /2EPTN COARSE c E'A,D,E ARK. PLANTING DETAIL PLANTING SCHEDULE KEY AIO. CO/YMCAI NAME L AT /A! NA ME 5 /ZE AZALEA AZALEA /"/OLL /S /5 -/8 /N. Q4 J 4 4 RHODOOE,tl0RON R,4OOOD.'IVDRCitI A. BEDFORD /� - /5 /Iv• Cy G JUN /PER JUR/ /PE,P[/5 CY /A.4E515 1/1/A/7 J/./L EP . 2 SA L . 0 8 1'/EA T1-/ ERICA C4R'AIEA '5 PP /NGUJX D A114/75' 1 GAL. IUOTE ALL LAA/DSCAPE,D AREAS 5//ALL BE NL/LCHED AI /TN 2 72" M /A/. DEP T/I COA p-5 E GRADE ,BARK. PLANTING DETAIL I " =10' MaIMINTE •ENciNEERING•BTREETa• WATER•BEWER•PARKB•BUIL®lNG• 5' 7Y1� W7'Qft-g BOW?. it.I2 crpk. *ALV Wig 1 1 4 ( g.arogerp nowt • 114147( 1_, i i ,a /T& TL►E ALA- pvDE'- ?L I2 P/r / rILL w r mzpiFi, ; Or r mr'i& prr . desi ned drawn r.61-1,01\1 u i IZErAg- ht -,adG • hpA�I% P 1JLi D49.61,ING titL1NK tprL•id Ugu �? L1/1r- l0erel..l Tt2�� � MULG�t 6murvanvuo 'Ptos/Ip`. 2" hoNt.u- 12 otIi •. _ 1 e Pt'4I 1 g.1b K ra rKM-1 '1-OP iti=1t''1 AIL. -o-t' f i- 11 -AyOR. Kopf L/� r 18 i f' X11. • 4.1" eG1 • THWK41AHV WA C& GOMritccr maw 'fO %ArPORT :ILt.ir-t61 `YPioAl, T 'LIS'Tft'k9 • 7TAIL nrs hH rLe' /la�oulJn �Vti~.K Pt.�o�ir MULai •*e 4 .`IiricAfl0N, 0 I /inss i /o le. w —� wiA • Iz leo I s Kam ep4.4, D. Ko0•t' ht'IC' 4- 18" KEHovE �Ug FCC/ Ofd Frefic gal CO 146 t p b MA L- • !. 6re.40. t U41.1Li w Gd 1r3 1 t2 HoUI.iG 1' / UP}V 1 ' HRUt' WHI L: c4i) r1LUNLi SE 6-11 ON T Yfl CAL H 1 •&9UHP27V' 'I R"ITING 7EiA N TS • BICENTENNIAL PARK A a checked pros eng prcj dir 13W field bk no A CIVIL & STRUCTURAL ENGINEERING CONSULTANTS 320 ANDOVER PARK EAST, SEATTLE, WA 98188 illll IIIIIII11 IIIl1IIIIIIII II � c 1111111.111111111111111111111111111111111 � � L E ,- •7 PLANTING DETAILS file no scale AS NOTED date DEC. 86 1 I1IIIIIIIII1I IIIIIIIII.IIA IIIIIIIIIIIII�IIIIIIIIIIiiil'�j No. in �`. ..� .. i L T 8 IIIIIi!II IIII►IIIIIIIIIIIIII1111Il!II IIIi1 1111111111111111 IIIillill 1111111 c IIiIlI1 11111111! iI1!l1111 Sk:i LIC�NT . (TYF) 19' -Z14" V4 3' -Dux -7' -p `1 3/4" H.M. pock FIc M p LO..IVEIZ 4 L.IJ E.RGUT 5 011 1--141COp Sua,KE RaoF� Cx( T! !M E17GwE 2F GONG• 5'LAI3' lki5ULATIOI..I : WALLS - j21I CI-G.: IC 30 I Iu AREA 51-1OWll1 i:. Fr 3'-O" x7'•01 x 1 N' I-1. M, 2O01' I FRAME 14/ I8 "x24''' LOUVEk' UNPeRCUT x C.o TFs I M (pH I4IGN ROUTED LET1"ER5 IW I x S Cl-1ELVETGA) • -T'i - I I PLYkt000 471D r-1671 GENERAL NOTES 1. CODE: UNIFORM BUILDING CODE, 1985 EDITION. 2. TYPE OF CONSTRUCTION: TYPE V -N FOR B -2 OCCUPANCY, 3. DESIGN CRITERIA: ROOF LOADING: LIVE LOAD DEAD LOAD TOTAL 25 psf 13 psf 38 psf WIND LOAD 20 psf 4. THE CONTRACTOR SHALL VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS SHOWN OR IMPLIED ON THE DRAWINGS AND SPECIFICATIONS AS WELL AS THE EXISTING WORK AND PHYSICAL CONDITIONS OF THE SITE. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. IzOoF OVERNALIG SOUTH ELEVATION N.T.5. 5. TIMBER: STRUCTURAL TIMBER AND LUMBER TO BE STRESS GRADE HEM -FIR (NORTH) OR DOUGLAS FIR -LARCH (NORTH) AS FOLLOWS: ‘--)1GYL.I6:1NT (-r-•(F ) TOP OF PLATE sfr E.L. = (08' -4" FLOOR PLAN N.T 5. d - GONG. PAD .191- Iv'" 1g' --zq "- TI -I I PL`(I4OOI7 '- IOI NG1 (TYPI GA L Or-; ALL. E s-T iQR, I 5' -D'I 1 4" COWC.1Ir 15LAS W/ Cox(- W1!'4YW14. W.W.I= OVER4 ;IL. V.I? 460" L A5NED ;GRAVEL. II • 3%z1' TY?= F!M. FLR , CURB ICO' -0 (TYF ) (AN''/-e-41'117) 2'x 4' 5KYLI61-1T TYP (4 F L A G ‘ " ' ? ) , RIDGe LItsJE 8,-It /2" EXISTING SLAB /FOUNDATION PLAN .N.T. 5. G,3L� %I�IIR� Imo( gLEGT. t(..IRIAL la". 5111E3 UP Oiu II1/416IOE M111J, 1 Z"/ADOVE FIN, �-I . ROOF FRAMING PLAN NORTH ELEVATION SPLASH DLOGK Ix TIM 7/7 N.T5. 5KYLIGNT (TYP) WEST ELEVATION 1/4" = ( °- 011 zx4 SI -IEET m ETAL PowtOSPOUT TOP OF cuRbilL FILL EL, = lOG' -O" TOP OF PLATE EL. - I O'. -O u Top OF GURe EL. -- lCXY -co" 4 FlM. PLR, EL, = IO01 -O"1 TI-II PLYNCOD EAST ELEVATION 1411 - 11 -011 6 -1EET M .TAL GUTTU1 1 X C 'MIN Tl- I i PLYIA.loor3 '`�ICIMG--1 USE: SPECIES: GRADE: BEARING WALLS NON- BEARING PARTITIONS ALL OTHER LUMBER TOP & BOTTOM PLATES @ BEARING WALLS *REPETITIVE MEMBER USES HEM -FIR HEM -FIR HEM -FIR HEM -FIR Fb: NO. 2 1000 psi, STD. * 525 psi STD. OR BETTER NO. 2 1000 psi WOOD BEARING ON OR INSTALLED WITHIN 1'r OF CONCRETE TO bE PRESSURE TREATED ACCORDING TO UBC STANDARD 25 -12. SOLID BLOCKING OF NOT LESS THAN 2" THICKNESS SHALL BE PROVIDED AT ALL BEARING POINTS OF TRUSSES. TYPICAL ANCHOR BOLTS TO BE 5/8" DIAMETER AT 4'¢O" O.C., MINIMUM EMBED- MENT 7". ALL METAL FRAMING ANCHORS SHOWN ON DRAWINGS SHALL BE AS MANUFACTURED BY P. H. BOWMAN COMPANY, OR APPROVED EQUAL. 6. ROOF TRUSSES: SHALL BE FACTORY MANUFACTURED, DESIGNED TO FIT THE DIMENSIONS AND LOADS INDICATED ON THE PLANS. DESIGN SHALL BE IN ACCORDANCE WITH ALLOWABLE VALUES ASSIGNED BY THE BUILDING CODE OFFICIAL. COMPLETE DESIGN CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS ARE TO BE AVAILABLE UPON REQUEST FOR TRUSS DESIGN. THE DESIGN OF THE TRUSS IS TO BE UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF WASHINGTON. ALL BRACING SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS AS APPROVED BY ENGINEER. 7. WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE UNIFORM BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 25 -Q OF THE UBC. 8, SPECIAL CONDITIONS: CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. 9. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL REQUIRED SAFETY PRE- CAUTIONS AND THE METHODS, TECHNIQUES OR PROCEDURES REQUIRED TO PERFORM HIS WORK. 10. SHOP DRAWINGS: SUBMIT FIVE (5) SETS OF SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION FOR: WOOD TRUSSES. ®0 NOT GALE — DIMENSIONS GOVERN It 1�= 2rt^i 9 4. • folAIMME RAPEIMMe BM15); •EN&)INIIIRINO•iTAEETY• WATERI •SBWBi:•PAAICiI•RUO`.DlRIO• FOSTER GOLF COURSE IdEx ALPHA ENGINEERS INC. CIVIL & STRUCTURAL ENGINEERING CONSULTANTS © 320 ANDOVER PARK EAST, SEATTLE, WA 98188 111III 11IIII 1 illl'11I111�IG `III'lI!'I`Ila� 11'IIIIl�IIII A{IIIII111l1111115 IIIII111l11111 6J I No. 18 G t": .• M.:...- i T I 6 8 9 ;1i Z IVI1)1 li ►I111►l . lAgi ..._ . iii IA ilu _y m --A.- !? AIL 1111111r Aill 4D, 24" ac, WO'. T*ys5 =5 e � owl MIN . ROOF FRAMING PLAN NORTH ELEVATION SPLASH DLOGK Ix TIM 7/7 N.T5. 5KYLIGNT (TYP) WEST ELEVATION 1/4" = ( °- 011 zx4 SI -IEET m ETAL PowtOSPOUT TOP OF cuRbilL FILL EL, = lOG' -O" TOP OF PLATE EL. - I O'. -O u Top OF GURe EL. -- lCXY -co" 4 FlM. PLR, EL, = IO01 -O"1 TI-II PLYNCOD EAST ELEVATION 1411 - 11 -011 6 -1EET M .TAL GUTTU1 1 X C 'MIN Tl- I i PLYIA.loor3 '`�ICIMG--1 USE: SPECIES: GRADE: BEARING WALLS NON- BEARING PARTITIONS ALL OTHER LUMBER TOP & BOTTOM PLATES @ BEARING WALLS *REPETITIVE MEMBER USES HEM -FIR HEM -FIR HEM -FIR HEM -FIR Fb: NO. 2 1000 psi, STD. * 525 psi STD. OR BETTER NO. 2 1000 psi WOOD BEARING ON OR INSTALLED WITHIN 1'r OF CONCRETE TO bE PRESSURE TREATED ACCORDING TO UBC STANDARD 25 -12. SOLID BLOCKING OF NOT LESS THAN 2" THICKNESS SHALL BE PROVIDED AT ALL BEARING POINTS OF TRUSSES. TYPICAL ANCHOR BOLTS TO BE 5/8" DIAMETER AT 4'¢O" O.C., MINIMUM EMBED- MENT 7". ALL METAL FRAMING ANCHORS SHOWN ON DRAWINGS SHALL BE AS MANUFACTURED BY P. H. BOWMAN COMPANY, OR APPROVED EQUAL. 6. ROOF TRUSSES: SHALL BE FACTORY MANUFACTURED, DESIGNED TO FIT THE DIMENSIONS AND LOADS INDICATED ON THE PLANS. DESIGN SHALL BE IN ACCORDANCE WITH ALLOWABLE VALUES ASSIGNED BY THE BUILDING CODE OFFICIAL. COMPLETE DESIGN CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS ARE TO BE AVAILABLE UPON REQUEST FOR TRUSS DESIGN. THE DESIGN OF THE TRUSS IS TO BE UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF WASHINGTON. ALL BRACING SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS AS APPROVED BY ENGINEER. 7. WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE UNIFORM BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 25 -Q OF THE UBC. 8, SPECIAL CONDITIONS: CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. 9. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL REQUIRED SAFETY PRE- CAUTIONS AND THE METHODS, TECHNIQUES OR PROCEDURES REQUIRED TO PERFORM HIS WORK. 10. SHOP DRAWINGS: SUBMIT FIVE (5) SETS OF SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION FOR: WOOD TRUSSES. ®0 NOT GALE — DIMENSIONS GOVERN It 1�= 2rt^i 9 4. • folAIMME RAPEIMMe BM15); •EN&)INIIIRINO•iTAEETY• WATERI •SBWBi:•PAAICiI•RUO`.DlRIO• FOSTER GOLF COURSE IdEx ALPHA ENGINEERS INC. CIVIL & STRUCTURAL ENGINEERING CONSULTANTS © 320 ANDOVER PARK EAST, SEATTLE, WA 98188 111III 11IIII 1 illl'11I111�IG `III'lI!'I`Ila� 11'IIIIl�IIII A{IIIII111l1111115 IIIII111l11111 6J I No. 18 G t": .• M.:...- i T I 6 8 9 ;1i Z IVI1)1 li ►I111►l We VENT P-7 • P-5 SEWER LIME CTYR) WATER LIM (TYP ) PLUMBING PLAN NIT. 5. 100 A. PANEL PLUMBING FIXTURE SCHEDULE P-1 Lavatory P -2 Water Closet P -3 Urinal P -4 Floor Drain P -5 Floor Cleanout P -6 Hose Bibb P -7 Drinking Fountain 1■-IOTE : C.JNDar{i-2L.A5 Pi-l�ribiNG -1 147 EX I',TING -1 -2»-4& A-Ib J 4(/) -HAND PR`(EK A A +9O„ ALL NOTEk' MOUNT e ,O" LIGHTING FIXTURE SCHEDULE MANUFACTUREii NO. MOUNT TYPE NO. WATTS LAMP DATA A B Kenall #3990 BRYANT #5228 ELECTRICAL PLAN N. T. 5. EXISTINC3 DISTRIBUTION BOX AT PUMP HOUSE CEILING 1 CODE 75 75W A19 CEILING , 1 100 100W A19 NE,I�I DISTRIBtITION bON kI /loo A\ bREAK5.R ALIAC E H'� To EX. 5C21s ELECTRICAL SERVICE N.T.S. t- �drev:m•,R* ar�� a xsr!c °ils�� -c 4 1 4•- 12- TOP OF PLATE = I08' -4" TOP OF PLATE L ' IO�v' -CY SEE. TOP OF GURe' ,C L. = IOO'-(. " L E L, l00'-O - (Az-Dsorib) IC3° G L 6 . I KJ'S U L . U ICJ I (■I S LI L. Ai°E r? 0., .� • 5/6" PLYWOOD (Z) ZxCa TOP PLATE Z x (v STUDS e O,G, W/ RI I INSULATION N G PRIESSUR. . - 112EATED SILL PLATE ExIST. GONG. 1! GrPA1' 5HAKE5 30 # FELT Au SNFaATF1 ING1 2 x4 US5 METAL. GNUTT1 ' wc)o1 TRUE 5 2 x4 (MAILER TOi' C7F PL..AT EL, z108'-4" 5 /g" PLYWOOD P.I;.F' PANEL. (TYP ill MEN 5 1/40ME.K115) s -�LI2, ' (COL OW (Ae-7e7 � !M D) 2 -4 -4 CONT. 1z 4 !- IURIZIG,a.PJ� P2AMINGI ANGUGR3 TOP OF PLATE .L.. =tO ' -4" -Vo" PLYWOOD — R.P PAK15.LS 2x4 13LOGKIMcV W 2" .6c-g SKIED 1- -IDLeS 2 PER LOCK 2.x 4 511105 o I (o" D,G• TI-11 PLYWOOD l- )01N4i 2: x 4 PRESSURE TREATED SILL (LATE FI J FLIZ. = 140 =0" (Az-,4-)CA M t7) GO r`iC . SIM, 2x45TU175 Ile" 0,C, v.1 /TTI-II Ft_Ywo�E METAL.. FLA5I4IAJG 2x4 f?,LOGKIMG - (i9 Z-44 GOMT. SECTION 3/4" = I' -0" 2 x 8 TRIM (s Lope Tor TO DRAIN) TOP OF 121-ATE EL. = 1O6' -O" I x(o TRIM (Z) Z x4 TOP PLATE. r METAL. FLA5WINC, x4 5KYL IGI-IT Ve' " PLYWOOD 2x4 CURS ( - r ) P woop TRU 5S 1:2EYONC7 Zx4- �LUGKIIVC� . PANEL SCHEDULE NO. A LOCATION: ELEC /MECii ROOM SERVING: RESTROOM 1-:" 3 -^ 5 -: 7='-` 9:: 11--- A I if B - ^- 2 --- 4 6 8 120/240 VOLTS 1 0 3 WIRE 100 AMP MAIN BREAKER CIRCUIT DESCRIPTION KVAAMP .3 2.4 - - - - 15 15 - _ - AMP KVA . IR UI DE .1•41 alma" LIGHTS HAND DRYER - WOMEN • ,, SPACE SPACE SPACE 15 15 - - - - .4 2.4 - • - - - RECEPTACLE HAND DRYER - MEN t, ,, SPACE . SPACE SPACE -. ,--� -- - 0 '"`- ----._.10 ---12 • 121 29 31- 33- 35 : - -�_L___ - - 32 t.-34 . " ^ -4'� li li At ^, CONNECTED LOAD: 5.5 - KVA . 2 2.9 AMPS DEMAND: DEMAND LOAD: KVA AMPS • L ii • 4, i . „et %� ■ Sra • �. '!,.` f nolialIKOE 'RAPERIMM m effi ore •eNOINESRIlVO•sTFiEETt• WATER BEWERPAPK0 BUILDING' Act ALPHA ENGINEERS INC. CIVIL & STRUCTURAL ENGINEERING CONSULTANTS 320 ANDOVER PARK EAST, SEATTLE, WA 98188 IIIIIIIIIIIIII1 I FOSTER GOLF COURSE RESTROOM PLUMBING 8 ELECTRICAL PLANS, SECTIONS a DETAILS IIIIIIIIIIII111111T 111 1I1I111 11111IIIII11 1II111II1111111llil 11111111r i r l 21 3J 4t No.18 V.w .. 5I , I SI I tI I 6 I ilhiiiiililli�lT,,,, liiiiIii,,liil„„ iiltill E Z wyi