Loading...
HomeMy WebLinkAboutPermit 4873 - Fostoria #F (Only Plans)02480 N►�,. HOB' 1, Mechanical, electrical and plumbing drawings to be bidder design - portions of these shown on architectural are for design intent. only. 2. All utilities to be bidder design. 3. Verify location of all utility stubs prior to design of utility systems. 4, A1.1 dimension lines to face of stud and centerline of beams and columns, unless otherwise noted. 5. Drawings are not to be scaled. Contact Architect for resolution of any conflicts or discrepancy. 6. Contractor to verify all field dimensions and conditions - any discrepancy between plan and actual condition is to be brought to the attention of Architect for resolution. 7., Curb heights max. 7" and min. 4 ", max, step at doors to be 1/2" or as shown on details. 8. Max. ramp to be 1 in 20 for handicap. 1 in 12 for all others. 9. See Civil Drawings (site development) for grading, site utilities, catch basins, etc. 10. Each Contractor to inspect each sheet of drawings insofar as it may apply to his portion of the work. Contractors to coordinate so no conflict occurs. 11. All site development, building construction and handicap provisions are to meet or exceed applicable portions of Washington State Handicap Standards (WSBF Design) , 0. S. H. A. , W. I, S. H. A. , Washington State Energy Code or locally amended counterpart, U.B.C., U.A.C., U.M.C., N.F.F.A., etc., Loco' Zoning Codes and Local Amendments to these codes and standards. (All current editions as adopted by local authority). 12. Building address to be clearly visible. 13. No oroupanoy prior to issuance of Certificate of Occupancy. 14. Special test laboratory inspection required for all site welding, high strength bolting, and all structural concrete. 15, Poe* no concrete when the anticipated site temperature will be below 34 F during the first 48 hours of curing. 16. In the event of field errors or omissions the Contractor shall notify the Architect and make no repairs without his approval. 17. Contractor shall co- ordinate the work of all trades to avoid interference between divisions of' the work. 18. Contractor to provide all work, services, and materials necessary to construct a complete operating facility. 19. The Contractor shall apply and secure all occupancy, sewer, storm, water, electrical and other permits except building permits. He shall pay all necessary fees and post bonds required. • 20. The Contractor to provide energy budget calculations as required by Washington State Energy Commission. 21. Concrete walks to meet. the following criteria: .a. 4" thick with expansion joints at 20' --0" o.c. and score joints at 5'--0" o.c. b. 'Slope for drainage - 1% min„ 3X max. 22. General Contractor responsible for all cutting and patching. 23. Repetitive features may be drawn only once, but shall be provided as ' „ rawn_.full.. r... 24. 'P'oi«? able f.•i.re extinguishers pee NFPA 10 andd in construction shack. : 'Permanent extinguishers by Nner. . Suspended ceilings to be designed for seismic Zone 111', submit °ales. to local btilidtng authority for approval. 26. The. 'contractor shall call the structural engineer for field observation prior to pguring of precast panel and prior to application er.ro6fing,sand as specified. 4o1" nice). Engineer to verify soil bearing prior to pouring of y ;'P oc't4,r a oir'cc nical • •Enaneer o inspect and approve building pad prior to pouring floor. 29. Geote:hnical Engineer to inspect and approve paving areas prior to paving.. 30. All roof mounted equipment to be: . a, Curb mounted per plans. b. Screened per plans. c. :Approved by Structural Engineer for any beefing -up of structure because of mechanical unit loads. ,32. Provide mechanical ventilation per Uniform Fire Code Chapter 81. 33, Provide draft curtains at 10,000 s .f . or less. 34. Required hydrants per City Ordinance to be operational prior to combustible building materials delivered to site. Fire flow per 1.5.0 Guide. Hydrant locations shall be approved by Fire Department. '35, Fire Sprinkler drawings are bidder design and shall comply with NFPA 1975 and be approved by Fire Department. 36. All high piled storage areas to comply with Article 35, Uniform Fire Code. 37. Storage, handling and use of combustible liquid per Article 15, Uniform Fire Code. 38. Tenant improvements to have approval of Building /Fire prior to construction 'or occupancy. 39. Rack storage over 8' in height requires under separate permit. . 40. Provide approved mo- ito -. m t' er Or ani ,``w ail r quired. er Ordina ce wher required. .n • WAlrl. dir'-'4A4rP rc 2-G M 1.1" E.C..-te .1 g.A L.p A - AN�Z A-'3 A -4 A •� I r P .-A to EvA'lor-iS WALL t-116';, to I L. i 1+odP InLAM G1-}er7ULE c• bI1"J°gI -h e2LiHt >ATiOH pL-AN 12--op, t-H fa-t"%! �h °A L trL Gv4,i' 1 d ',ix, r,s•NL. S. L. f;VA-r OH /2 r7 1"A IL'S GlZAt'HMG 1.71,12q-4. br 2.A,11-fA LAhi C7 /au- -I L. 4' h-3 ' i.0•0 I ?t.-A 111111811 1-,A1.412 0 J 151°,", rg.s, ?6 c II' i 4 (.4% \en 31- - 1 %24 PIrG. Po•l"PryIHT Ui \ (r or D -' i© �61.1 RId ti 'i - 'x`5%5 Gee T; - -t2 I R - c:' t HA i C kr %,A•hA C�`....... c :�. �- -_.. _ Departments seismic design calculations se stations Apc Itedet *►J0 y pRi.412. 1DNArs r vefstrommeN.r co ,,A Li W e& eetet . P m1' °'r T1M6 'r 'i oofro,i'r 'MSrp.ogem,►4-r 1 1 6r4ti rs6t'Ieel.r e.o c teiee tee ; o ese/ recce - ;•fop 0-6 tL CC :5 < es *CC tiuu CC cc 0 FM. Lij 0 GO 0 15- Usta 0 4 • ;A: 1 67, cs C,.Ut7f . ; ISO* 1,JpSG 7-4oI4 ; r 1 .- L o LI PA NiG" ( "r-rim: e� 2 6 0 H -1'f Z ru �.4" lo i -l'r* � r=.• : � r 4 ( re-11-ni- -e 2-e ,) le te Goli1rP -"c." ; 4. -vv F9,4 to 4* i r'i & 10-04 u.19?-0(2 okE ry : S, 1 r '\ ^ 9 ° � 1 ' \ toes 1 t- . col �igJ�'"1At� f 01. y 12-c -- i< „ 'k h u° �j'�'' as W Ir). i q' e-.7e7L 14 I 2V":2 +• to, a 0 1 tA I MAY 2 1989 1 Gle Atereseessessseemeasesismassessusememasessave • • • } l l ll�ill �ill�III�III�IIl �11l �IIi�IIi�l I1�1II�III� 11!�IIII111�I�II111�1 r 1111 1111I111I111I111111III1II11111111111I 11 III111111111111111111111111!1 1111111111 ∎111111111111111111111111111 4 T. .a . 7 9 I n 11 MAi1E e uree Y 12 t, If the Microfilmed document is iess clear than this 0 f6 TN'. INCA• 2 :! , tr t i du o ci .ity the original e, i s e t the ura.] of th or ra document OF. Ei.' iic Li ��i' 5Z t/ ez f c►(r� t r ';;:b?, :. .; - .- --o`t- '.,. ,Li - 9l ..Sl • y•7 ''''*..£l. 4C. 1.1 r.:. ;6 . g,' Y r, L 9 G '.I* t: 11 111111! IIIfIlllllllllli111111i1111111il H111IIIIIII 1. 11I111111111:11111111dIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII! IIIIIIIIIII IIIIII1lI I111111111II11111111111IIIIIIIIIIIIIIM1111111111IiII111111I111111IfIIllllliiiillliiiiili 1111 1111 11111111■11I1111IIr1'l'i''ln 0200 cj�arsiaet R,x. ��ti � snd ' 1 b ng .dra ii,n a to �bo did r >q t r • pdrttosta of •these: ehoWn, on ardhi,te tural ire for 'assign infant `only,` hll ut; .1hi,, s t0 be bidder .desiign. "r' R erify 1a o E tit' all utility stubs, prior, to design, Or r. Utir it y. ,. O, tens. NA; dimension' • lines• to face of stud and centerline of • be and •coi.unnn:, Urileas Qther0 se• noted. tr tongs are not to be scaled. • •t' ritagt Architect for resolution 'of. 'a)y eonfiiota or_' ;isorepaaoy. .. • ' r.; Cortraa or„ to , verlfY all held . dimI nsiOna and conditions b. An:y d;i. repancyr between :plan. and actual condition is`' to' be brought to the.' inttent.on of `A�'chitedt for resolution. .�, Cerb height° tax -Y 'and twin. #p max. step at doors to be 102x, or as aho'rni cin detain.; ; . !4ax..Femp° to•';be .1• in 20 'for handicap. 1 in 12 for all others. Civil. Drawings � ('site` development) for • grading,; site utilities, Catch bati$ius, ewe..` `.1Or...Bags . Contractor=, tb inspect each sheet of drawings insofar as it may apply to his porttora of ,'the work. Contractors to 000rdin>nte so no 0114 iat :occur9: 11, • All site :deeelopiatent, building construction and handicap provisions ere to meet or.. exceed appl loable portions of Washington State Handicap •Standards: (WSDF' Design), O. S. ii, A.. W. i. S. h, A. , Washington State Energy Code; or looatly emended erounter part , U. B. C., U.P.C., U.M.,C., N. F. P. A. , etc :, Local •:Zening . Codes end, Local Amendments to these codes and astanderde. '(All current editlona uo adopted.by local authority). 1 ilkc i address to be clearly visible: 513, .N$ oetutattry'prior to isauance.of Certificate of Occupdns�yR Speolai test laboratory inspection required for all site welding, high stirei th boltinte nnd..'all structural concrete. • 15: > .IFblr no 'nonorete when the anticipated site temperature will be below ,•347r during the first 18 hours of curing. 16.- Th the -event of 'field errors or 'o fissions the Contractor shall notify the Architect and make no repairs without his approval. • 17• Contractor shall ao- ordinate the work of' all trades* to avoid • interference bettieen divisions of' the work. . • 8. Contractor to .provide all work, services, and materials ° nebessary • to consteuot a complete operating facility. '19.- The-. Contractor shall apply and secure all occupancy, 'sewer, storm, water,' electrical and other permits except building permits.: He shall 'pay, all necessary fees and post bonds required;. ' • The - Contractor to provide energy budget calculations as required by • Waahiniton • State Energy Commission. 21. Concrete walks to meet the following criteria: a. 4" thick with expansion joints: at • 20' -O" o.c : and soora±• ': joints at 5.1, -0" : o :c . . b. Slope for drainage - '1% min... 3% max. . General Contractor responsible for all nutting and patchinge • 3. , Repetit ive features may be dratial only once, but shall be phoeided as 1 'r > "ti ttg�ii er , PA ; eer;e, ndc# id h o> t ruoi o, . 88O. lc er arlet3', , ►t'iitY �aiahal'a 0 : f ne':r 4 rtS+r t o c cwtt� If ! A- l" A - '3 A •4 03; ra r AN 5VA101©M12 WALL `� c;trk,H 1 x'11 hF . Dr -riz I L.* peer. ot-Sey 4 r)617411-4, vi, Gtgo • WAL...,.. I 10 H r'LA I`{ - � ,-.042F. rg12,4 r1 i r-t H £- $ 2517■11.. ; ?ANI:L .�v6+ilUt�h G)•c_ '''.4e4..-toe, 6VATlaNh G I G I 6.12/kPir er e' ', 12-1 t !fir 1�`ltiA ;(11 11 = 1111 =!1! Ca.. neer , ,,00. inse of rgillyd approite buiiaing pa POuring floor . g..r,eotec:hnica1e Eagineer';te inspect ,and approve paving areas .' :prn►ing. All roof remitted ',egtr pment to be a•, Curb mounted per `plans. b.. ' " 1 ` Soree)ted Per �1sns • rs � �eiF(s+" s• por o )7°°T. t:. •.Appfeeved by Struetural Engineer ''for any beefing-ISO' of structure. -because, of mechanical unit loads. 2.: Provide ruecharifcal• ventilation per • Uniform; Fire- Code, Chapter 81 • Provide draft ourt ins at 10,0,OO s.f or less . ;Regta r'ed •hydY antb, par City :Ordinanoe to be ; operational prior to ••oorab, stibi'e bulllld1T materials del,ivered to • site, Fire 'flow per 1.5.0 tluide. Hydrant' 'tocatione •shall be approved' by 'Fire 'Department. , 5. •_..Fire• sprinkler ,di swings are bidder dertie,n and shall comply with NFPA 3 19gi .ono be;.appeoveei'by Fire Department:. • it o. Ali. high p leO. storage areas -to. eernply with Article , . Uniform Fire Code, ..: 79 7•. ',Storage, ehastidling ,,and_ use of .' combustible liquid per Ar'ticle trni fo t ` F•irre Code,- ',Teiyant, improvements 'to have approval of Building /Fire ' '•Departnreii:t8 • prior;tb.constgUotion }or oeoupancy: 39rrRack storage •over 8'� in height • requires seismic design rtaer.°raeparate peneit; • b. Frov ide ePpr'oved. motj , t: • r Or an .•: se. 'stns ons`- •er o.cina ce 4112., !'_ av(P� itCea're ItetlO y Ge'eodlee-eioeie pR•w• IVIA/1 ,11' imp12r46 ,ENY' JAG...al Ah1 c:V .+r5, ►GaMtt I 6 t►3tiol+ r,E hArr ©•r 't ts,e)Ael -e mare- teeao■ •JT calculations i•) ... I .,,% CT , i I 13Lt7(e. G.OGa. ; LiVG ae -c. 4C1' .-'r l ; 0.2 GoM.'i" jzDc,'("soM r -I'rm: N (• ri,-11`44. LIi- 'P') Cz • ; 109n? A' : 'z% $6100 hF C2V °F•d"bri: /,t!49 F34{ 1ri( i Qul; t I7 ' � r� rlr1fr 4 towrl -t 'I - t•k This clatme f -Pry 10,000 4 40 0,060 IV , as 461ttir iced 1 l by 5ec-, 30,4,(f)q.I 1916- u$C, verbally c,ppytoesi by kry` Tidao; t0. 8 Ids,) i c t w( vM /0/6/15. AhrH-AL-1/l.ar/6. f"?A.1 H - - 4,4 Pve, f vuG i ii Furl. • "r*AM Flog- ? i" H E.. EP nr-,-\.) OfiLL -n.v_\iiRe_sp P‘-c 1" \ AT'S Lle A 171 I PAL I (41 11 I understand thet the Man Check a p subjeCt to errors and omissions .and approval of Duns does not authorize the Violation C; an adopted code or ordinance, any copy � approved Receipt of contractor's pA ov d plans acknowledged, 4.,.,./..7..............._/7 1 , ...,... ° .l tt.,.. ........,.. s . „� ; ?/ Dam�Fi s `? y 3(67-'12 ” CATIDIA\ E P2.191) r ON REVIEW FO'2 COMPLlAr•ICE WITH THE FOLLOW NG ORDiNANC =S ONLY.• GyL i Pc? va ; p •( yi ..G,:i SUBJECT TO INTERPRETATIONS OF THE GOVERNING AUTHC'iiiTY, ERRORS, OMISSIONS AND INCONSISTENCIES. DATE IN 8 • t `nY j s 4P DATE OUT_LW.-- • MAHAN & SMITH, INC.. !Sti 1':+ CITY OF TliKWILA APPROVED JUL . :5.19$7 AS 1401f0 �n NO3^: �l(: ��Y�.'. �S$. t�GEk�i� 'rq+•+�uree..�.,.,......... _. �..... ...., .._:..,.- <.+:wsyswwS.�?'?cBiY,� 5 .N.."liF. ...Y3!b....tX........ h!s "'.' ♦ w !1111111111111I1IlJ 111111111111111111111 .111111 1111111111111111111111 [1111111j1I11i1 1111111111111 1,1111I111111111I 111111111111111111111111111111111111 1111!I111Ii111 2 3 ; 1F • 5 6 7 - 9 10 11 peewGFRVANY 12 . Tel;" If the microfilmed document is less ci.ear' than this .j , is to he quality of Ath original. t document. rtoti?�'e, it i,s due to the the U :: F,c E3G Le, 9e. �� fie Ez �' {6 E'i'1< f i _L 9t SL bjl £L It �.,, . • g. !. 9 S +i E Z l riW !! If�! II11! III�IIII�!!! 11! illlllll�lllllll! I�IIilllf�l�!! Illllll�lllliilll�IIIIIIIII�II► illlil�f 11111if1�1lillllll�lfllllil! �lillll! il�illlli! Il�lililllil�illlllillllll! Illll�1f11I11111l1! Illlllilllil !Ill�lllill {il�lllilllll�li III! III! 1. IIlliliill! Ilill�ilillllll�lliillll !llllll!III�IIlII1111�11111 446A I <HAud?T T�, 5La Tio �'s'` eN. i,7Ir2P r X14 #4 ft' JeP.1P X1706 A Mod (24„o(: UIJp 7LA� Io2 ' lo. I04. --#2J1 4 ig• ■-r it4 -XIV 1-t to/ c'T 'iofTI.1 V'1 A APPROVED JUL, 51981 AS WO 111111111111111111111111 11111111111111111111111111111I111111111111111 II 1 1 !111111I1111111111111 1I1111111I 4 5. h o If the microfilmed document is less not e, it is due to the quality of the original .document w :hw^ o (- e e LZ Cj< SZ 9Z £Z '',ib8- Eil- --11'C' IIIIIIIIIIIIIIIII1111111111 11111! II1i11111W.IIIHIIII111111II!111 111011 11111!11111111111111111IIIIII1 11111111111 11111111 1111I11111111I11111111111111'11 1111! 111111111111111 1111111111111 1 1111111111IIIIII111111111111111 Sf. r. 1111 I111111 11111111111111I1IiI1111l1I111 1.11 plI1 11'II111111I1111111I11111111 8_ 9 10 clear than this 9 h 2 l ww UI 111111111111111111111! 1111! II11111111�I111�I11��IIi1111111Ii1111111111I11I11III 82480 &A dansa°1 ri r'24- 0311 ow - Lie wevr11-16, vti r 6 pets-- : HT I° it161,11,,ATOO (01-A4Z-Ir1 Cr-fl r•.1161-, „Jo ot rtItceoP I 061.,J4:4i415:,P. Nc. ,..., PMftrr (r(') .20014,CCIII•GLIN2•1131■1;411.....- - - Y ° 4+ •H • twe ro. • _ -trx 1Are6140 140: ge.41 Fop" •st1,11z4 --- dx 104 elo• 14. P0011 perAz e 1.41 r 5P CTI 9.,3-11-4.-4 poor. oil2r.45 -riR I vootr-ep A wok *woroutmaisaarisitroanow. i'- co' Pt:91109 -91 • —4 - H 0 Fz- -r tempf*..60 itsulesioneue I• • • • • •• • •• • • • • • • • 1AkI Tyr. 1 -1 w aMMWMAMITIM,MMWWWOUbe 1-- , • c • 9 CITY OF. TUKWILA APPRIP/F_D JUL 1 5 1987 AS NOTED cmr, JISK: ' - ■•• ,••■••■ ■•••• ...••••• I ..1 01■•••••••••••■••• • 6 LI ,L. ;396 EthLUINC4 • • • • • ,••• 4.7., • -••• - ••• 111111111111111111111111111111111111111111IIIIIIIIIIIIIIIIIIP1111111111 11111111111111111111111111111111 111111111 111111111111111111111111111111111111111111111111111111111111111111111111 2 4 5 6 7 8 .9 10 11 u41+"16E+41+" 12 16 1115 INC, t0,1' If the microfilmed document is less clear than this is due to the quality,of...sthe..,oi,igin2. d 0 E". tie Le se i7e ce' 'tc 471 CL et LL 01, 6 ...ok • z. 9 S 1, I. L "" lifillW11111111,1111111111111111111111!hrithilllillthli11111111W111111111161111/111411IIIIIIIIIIIIIIIIIIIIIIIIMIAIllhifillIIIII1111111111111111111111111111111111111111111111111111111111ffiffilh111611111111i11111161hillhilillinhililli11111111111111111111111111111M11 • •. , • -; ;.: ' • ' ;•. •• • $2480 0e) Ho-r ICKrAL-. polo - Ir Goff re ri r or- rLYwoor, x(11L�- or wi r'iIr15 - map 4Ret"1' pL -(waoa ae.c.# . (-f -r f'� *r dF- LL^(wov ror o � r I-°r\A o L—r wooI esymXO Sf6 i uuuluilpnwlpn mar �.. ., ea • °i9sQ+i B•• e• eu N4 1 i- °4 ((-y ryy rj,v 72,:ri i., 111 i - a gul 1 —M i10 JUL i 197 • ...:.., c...• cs. �un ..s�.+.•!ew..;�,- *.+c!sn�Y�`.�, i�?tk5?���"sz �.- ;�.,�. 11111111111111I1111111111p 0 scow. 1mC.• 1 1111111111111111111 7 11111111 1 1 11111111111111 1 4 • Off; he fie Le 9e Se +1Z cZ 1 •t 111111111111 11111 11111111111111111 111 111 11111111111111111111111111111111111111111111111111111111111111111111111 6 7 8 9 10 1 1 M411f 446e4"GHY 12 If the microfilmed document is less clear than this at ee, it is due to the quality of the original document 9 S C ,N14 U 1111111111h111111111111111.11.11.1111111111111111111111h111111111111111.11.11.111111111111111111111111 U1111111111111111111111111 111111! 11111111111111111111111111111111111111111 111111111111,111' 111111111111111111111111 1II1111+1111111111111111111111 11111111111111111111111 11111► 11111111 111 11111111111111111111111111111111111 1111111111111111111 1 1 1.401. rrtGplIFII`sPsra A2Hmt3'i- M�r�� f�lPire wi i►,LV• C.Or41• CAA PO * 6 'SIr7� 4or. c Rt Iii$iiii Af 111111111111111.111.111111111 .1•0:40 ‘1--1--)11 .iAr1 bi,lAeD rorert -- ^NGR 2' F��+rar:L w1 yam" wei-vao ��UVh C lz u0-4. x Lai A.Ar AL1~ i4•0•4c, PAvINel Ov ; - b: r.1uLA■{e FILL igs! 6 F - I t� i Peng 7 fib(. ,ANOt, A'LUH. ‘a''A4 rrgeN'r twio}i IN A�,LUM, Ff��'•t�I� (r-fr:) 0.10-rL.UD6✓ C'HG %JK.e) W1 GDwe.o 0.)cr At.1FSi4N )0INT4 Q 2C1 -ors L. —. 6 iN IE I°°D ,e'}t• -+ T1414. 4e,-1,s, etc wALk. W' .0e.ap io Jv tea e b . • I111IIIIIIIIIIIIII1IIIIIIIIIIIIItl 11111' I1III1IIIIIIII!IIIIIhIiIl11I111 16 TITS INC. 1 2 '? ; 4 1 5 b 7 8. 9 10 If the microfilmed document is " less clear than this it is due to the quality of the original dacumenL o1l .,... '' - _. Lt.. §1.- w-gi,--iii"---ti.- i - `tik:,01, -< w:. 9 S 'i ti 2 I. WW III!llliii iliillillllullllillnllllluliiiihillhillliilllnlllni1;11lllillill liilllil ! IIIIIilillliilliiiliiiili !ik11!fill iillilllllilll; ilh iiill iilliiiiliiiiliiilliiiiki► IM iiiiilillidiililiililliiiliiiiiiiiilii± IlnllliiillliiiluiillnIIIIIIInl, llilIIIIllllnllIIIIIIIIIIIIIIII II it 1111111111111111111111 111 1111' 1. II. 111111111111 .11.1111111111111111111111111 11 11111' 111111111111 11111111111111111111 11 IAAf F iN GFRMANY 12 • rie6. t:assotu -; lore -ro-k. ept io 0- vx16) t",41-14 rmaor4-Ler /Ar-lop. ALUM tolltekri ; 61' 1.140 DAlithe. Diger I'LlEc AL.L.11-1, : 11-147L11.14.1"tt..:0 (911"-M-t' L. POOP, le 44001-10NA.I....„ 41014 WM" IroolA."1-542 OV*-Icl-1.5A0 .I20017 4 pr. -nafre-0, 44€04. -r-gpe.c7, "41'0 \Mr D R $CHEDULE V.0e>.t.-1 Poi PFA H --1-14-t777:41-1— Ala-. tit-ATtiL.L..:."1:11.-. I:171T ' •Ie2L4,14c.2A-110h+ 'WAIN - -rTei+TLA lie 12, t iiiiii4_ .„-n- Ti 51 hi! ..• ... „:1 -. ., ' . MI iiiilliell4 illIIMIPIIIIIm.. lialgarlinewiled4... - sit , i a '12."1- ttr ROUND TAPERED ALUM. STANDARD PERIPHERALLY REINFORCED ACCESS CAST ALUM. NUT COVER a ANCHOR BASE NON SHRINK GROUT I 1 ■Ar. h-rUr2h er47 /9Lea.cr5-6. 2'- 0" t CONCRETE FOOT 1NG A.ht-14^1.11,:. cer,46 r 11467 ova- rit-4g vrz..!P-f 4 -16 BARS VERTICLE - 61.."r5 1 : () i 4..... T + - •.- ..------, . 1 i .,.._,..._.74,_..,...., ....L. 14 :; .--- ' . . :: •----• .. it_ .- 44_4-7- , .,--....., ,- -, : •-.. ti , ...! 4 - r: _ .. 4 -5_ 4...- i I 1---...--17 I , 1-.. -._ 1 . 4.... 4 . . t 4 , LA i I t ..... t t 11771" I' rt til l I I 1-:::;1 4 " .-- 4.P ....,..2...r ; ..1‘..... ti , LI • i ! 4._ ..2 r 1-,.. -• r'' "` ''''"---" i ----714 , I I—. -41 I .-.---. -• --- ,i .' 4-0, .-;-i {.$44 i -L 2. tlf .1 , 1 1 A ' TYPICAL SIDEWALK ACCESS. RAMP lr,100•10 f' MON./ DE ,A4-4*(76 ?w,Ar-116" rreerl a,444, C.)4 +16 Faki 'H -re ,e,/,4, te)L-1.-AfzD 111141551 MEI NO SCALE Wen 105112111M1 RIM= 11111111521114111111= -atrati"firttatitrailfikii __JakidA.. . BEE_ , - - - ' . - • . . IIIIIIIi11-111110i11111H111111111!:Ill Ilpilli111-11171771177711177"""r171711117711-171171117711111-111111-1111111111111111111i11111111111.11i11111111111,11 ) 167116 IN°. 1 2 3 . 4 ' 5 6 7 8 9 10 11 HADE M "RUM" 12 .‘ Q1i ( :* If the microfilmed document is less clear than this / tote, it is due to the quality of the original document te tb8- 6t- - -"trt- -- Li * §i '—'6.t --vir — 'EC ' .,t —ti.eYr"-6" ''S 1. 9 g . : lb1,40 attakutawitatiagask 0E; LZ 9e GZ i/ E 114111111111111111111111111ffillitillald1111IIIIIIIIIIIIIIIMIIIII61111111111111111111111011111111011111111141011,1411111,111111111111111111ffil011111111111111111,1111n11111111111111111,11111111111111111111.101111Iii1111111111111111,1111111111111111111111111111111111!Ill idgAihR12111 y. ' • ; r CAOO411O4411. *11. SOI•SJOS CO. . . , • • •. • • . , • ' 50e-0" lo as- on (a) Bos- 0" co o 1- " FACE OF PAIL,. A 13.0v &R/DE ,{ 2i - ege) (-- co") *.wa..1** •••••••■•••■•••■•••■••••■■•■■••■••• z 1- cds) 1. • , • .• "t -.,. ri is -Cr I / to' •■••••■•■•■■■•• I s „J. 131 Led I/2" THK.- A5ove c.TRApe..) 1' 5 E L _J L 5 _5" CA/C. 1,..f9 45 G.// x. Co V/?(//./J.'9 /. vv fr■./. re....■/---? 0 is9 1..0 L (.7-3 erg A 0 E )511/41. 2 S'- " 2 5 " r e.; -5 L-3 N 2 • k 11) , I.. 0 II 141 F4.5 FOR FUTURE COL. /2.11 C. 7-yfl x RC. PA/L. e", 1 4. • • 4.1 • A a 00 I-vet.. 5 cs) 2 Ce;eAoc 40) IGon if' PILE 23EYOND PEF 5EC7 : C.-3 ,5 E2-F/0/V A - C:x 0 ' 3 r0 10 2'5 23 (- 71- cs) (-7! q. PILE # PM-5. - 2C•GifirE STEP (..TR A OE .7f Os-0'9 b /D .3 ISAAC- 62/1 622" 1301 \ // \ 132 et' io 1- " c) s- c" 1- 0, " • ) " /C3'- CD" /0'- C-f SEE H-0 51:941JoRe-.1.- 101'.. 0" /".4:1"--•-•••- /4-1-0" PE '12 ARCH. Coll C. I.P WALL • ' • • • • • C.6,1 on? A- I FC) i\J 17A 77 0 AJ L A AJ Vtl,Loll /.) 770 iLA5 -7Hu5: ) ro /50;r: OR. 67/--ZAr. e>/.1 . i"-/.OP) icz, oF .54.1945 70."- 0 ,)= ,e0 /.5 v/zp7-/0/.../ zee,. /-1 =i''.) 0 //c/.37-a..:5 41 4 c Sr p ( 2.2. TOTA •••*.rgrotokOO L.05 L4&1 57;e7 P 7-7 /C.../ C-7 5C1-/ E7DuL.E... /:"--. 7 - 7. C-1 A g ii‹. • , : I . • • • r r• • • • ' .1' i- Co" x 4 1- Co's A 1!..011 A a 00 I-vet.. 5 cs) 2 Ce;eAoc 40) IGon if' PILE 23EYOND PEF 5EC7 : C.-3 ,5 E2-F/0/V A - C:x 0 ' 3 r0 10 2'5 23 (- 71- cs) (-7! q. PILE # PM-5. - 2C•GifirE STEP (..TR A OE .7f Os-0'9 b /D .3 ISAAC- 62/1 622" 1301 \ // \ 132 et' io 1- " c) s- c" 1- 0, " • ) " /C3'- CD" /0'- C-f SEE H-0 51:941JoRe-.1.- 101'.. 0" /".4:1"--•-•••- /4-1-0" PE '12 ARCH. Coll C. I.P WALL • ' • • • • • C.6,1 on? A- I FC) i\J 17A 77 0 AJ L A AJ Vtl,Loll /.) 770 iLA5 -7Hu5: ) ro /50;r: OR. 67/--ZAr. e>/.1 . i"-/.OP) icz, oF .54.1945 70."- 0 ,)= ,e0 /.5 v/zp7-/0/.../ zee,. /-1 =i''.) 0 //c/.37-a..:5 41 4 c Sr p ( 2.2. TOTA •••*.rgrotokOO L.05 L4&1 57;e7 P Lil N CITY OF TUKWILA APPROVED JUL. f 5 1987 AS NOTED BUILDINC‘ nIVIS1011 cay OF 11.; J'/ • 1. 2, 1386 EtatAPtil 7-7 /C.../ C-7 5C1-/ E7DuL.E... /:"--. 7 - 7. C-1 A g ii‹. /='-- rc-i. ,,.5 IL .E... .gt /z.,2:•7.-/-/ -rc:-/. :A. A/1 .2Y -- 607: i-=-- .1: 5 .1' i- Co" x 4 1- Co's A 1!..011 5 .5', _5 6 c'-'2 X 51-C.41 X ti- 2." Co 2 , 4 <,,.. 11 NJ • ' C : to .... "5 : ' ID .•• • . . Lil N CITY OF TUKWILA APPROVED JUL. f 5 1987 AS NOTED BUILDINC‘ nIVIS1011 cay OF 11.; J'/ • 1. 2, 1386 EtatAPtil L1. /I 4= 6, i• •••• •fj 11 1111111111 111 11111111 111111 111 11 11111111 11 111 11 1 1111111111 1111111111111111111 7 a 1() 11 'AnE ItGEPMANY 12 e . • • ' 111111111111111111111111111111111111p1111111111111111111111111111111111 1 11111111 1 Lie ." 1111111111 1 2 4 6 11, et 1 9 If the Microfilmed document is less clear than this it is due to the quality of the original dcument. OE: • Le - 1 0 L L 1 19 11 1 1 t; P-6 ;.• 111 , . 2 , 4 <,,.. 11 NJ • ' C : to .... "5 : ' ID .•• • . 1.31111 04 1 0 „ ... • 1114' 0 .2 _ . '.: • :: t . : , ._ . • • .-- • ., ".......-H,, , .- • • •, . • - - • • . , k .,. '.. . -•• , ,.,.... . .. . , . . . . . ( • ...,:•.• '.'': ..• 4; . ':''. • 1: ."'::.'.• . 4A- • ' ''''' 41.310,- .4.---,- 7 cr74.ttOe;:'*'.. ' ''-'‘,1r%5 ,Y,;,,-- f...istiO ...vii...c-tivi:.,.. -,,,,....',-:',..;, ..-..,,,•; ... .. - - - - .- - i..... L. . ,... ,- ..... .. . 1 .., , 1. • ' • ' .' • ,• '• , , • ,.■ ' - ' •• '4" •,' - ' 0..::. .. -- ?.(-'''''' ,,, . ,C.' ; ,. • . . 1■..,,,..- A., .'-',„., 0=,,--;',.. :„.. ,...L.' , • • . ..... ; : •."; - ,. ' • , ..! - . i • • '; '. 1 .:.: . .. 4; • t ._,.,.. ..., • - ... .. :d.,-„%; ':7.-:', , ..,,.. _ .1.- :•. .. • ....,.,- .,.. . • . . „ -t.k. ,-- ;.• . . ' .. . . • ... . • . , ,tr ..... ,,, %.• t r. - t .•1.'.■ Z! . ;. .• , • . • ;• \ - -- - ..., ••■ .... ... • 4 . .• . , .'• • ? i.. • • • • ''; ''''''' • .' .. . • .. •• • -- •''.:0 • • , . . •. ,„ " .,. • •ic, ,:'.,...',' ....: . ‘.v ' '-...::.,.;.:- • • 21- ...' ' - • :• , . ..: ' % '' [ L1. /I 4= 6, i• •••• •fj 11 1111111111 111 11111111 111111 111 11 11111111 11 111 11 1 1111111111 1111111111111111111 7 a 1() 11 'AnE ItGEPMANY 12 e . • • ' 111111111111111111111111111111111111p1111111111111111111111111111111111 1 11111111 1 Lie ." 1111111111 1 2 4 6 11, et 1 9 If the Microfilmed document is less clear than this it is due to the quality of the original dcument. OE: • Le L 1 19 11 1 1 t; P-6 ;.• CO 1\) 0 ...b.o*or A. • c.,avvi■uus co. :‘• 2.3c,1-0" 44)01-0" 4s/4 D.P42 2 s-011 \ 1/[ ,./-0] x /4- F we, NOTE F 13M• HA5 -riLr- Up L.C) gRIPY LeNo7/45 ro (7) A7-ER SACK PLACED AGA/N57- PA N 4-5 5V8 .511/2 t 1") • [7-Oj F-4 .11 /4•11. 14 u: 6 .11P 0 ok$ QC1 0 \faio 403/4. 3447 *1/2 \ 1 2 d /3o/- ft 5 /4 $ 22.1& ( t7/6") 4 V4. 349 .....•••■••••■•••••■••alawn•I•m•••••••■•••• 1' 00C, Y * 0 Tt 3 3 V51- 5" cool--04 A - 4- "mor•••••■•••••••■■••••••••■•■•••••••■•■■■•••■••••.C•••■ v...■■•■•••■•••■•••■••■•ri..........••••••••••••••••••■• , • , .27-O H-4- 51/6Y 251/2 (14") /2e Va / ( ?Van) /67- 4)" 907:70 rh- ovtil 2.;(4- - re = 5/-/.74 Tm1/4-1. u 2. 4 (7) c)1,/ 27'd'] ixtu 3,7 1 1 /3/API-7R A G/11 A1/91L1 - 2-7 4/3-c 4D3/4 540 \\\ Wen [2;1 0 .9 0 ec cei /-[z' /-4 3 ea, 0 0 0 \ LC 0 / Ye 0 0 3 6 0 3 2x a DP Z4"°4 Z=3,9Y u: 0 1- A-4. I0'- &' 40'-o° 4 2. 5T iv/ 51"4 pa A.1. FFE,MER5 R6 fok./ 4 CD 51/6 y (4. IN) 7-27-0 1 51/8 A 261/2. rs:y 5-PLY CDX tivocip , ..- • • . ' capo'- 0 " Le.) [24; 403/4- s 3440 +11/2 1.0 s 34.0 .6.1■•••••••••■••••••••.111.1.•■■■•■•■■••*Wel11101.1••••••1 -01 [26/- 4-/ 0 ,2x4 5•TiFa fi?.5 eg4"C .5114P:50e4vi F24KJ 0.-ec7R5. PPR7 17d] I SImP c)Fr 30ki V8-I2. QuAL. APPRoVEC? oRqc(6 LOCA7? ■-.1f3) 17 0 7/-0/1 s'/6 251/s 1.4 403,44 X 34o [261 3 e.e0 - 4- 3 c)I-ca ..--- (1 - 7 0 c::) I - - - - - A /..15: 5 ; 1.) Et.E.v/4-00/...15 ik.io/c/97Er, THL.)5; [ ] /tRa ' ToP OF FRA IN/7 1 ik-1.1::, 0307701,4 c9,= pLywo0c.).) 2.) 11,41P-•,-IR / 4 "--1 /kJ/4 IL-5 -5H,41--4-. ae. 10d Cc.,/k/lmO&J (o44 6 x .21/8 "1..0144.7) co e_p"% E.oe.74.5 4 le.."(z. /.k.irg.mR.ol7e., /14 2-0/k/E. I i 4"%. Cat/1 Piut. E.IDC-L.z.5) Ca""c, 07-1-/G.R Er.). 6E5 .4 /2"° iI n 7-GR/v1E0 / ArE. mi zot,IE zr. ct A-4- r.„,;„,-,,?eil"-r-:.'`..,1).' . --';'`i: '.17-.;t:.,';'-',.'1..1.:' ---?.:-'-.1:-F.-.*:= "- -tl'''*. --- • ,..".-f.'-!-:: ',.`ii-! ",'27,'?..". :17'''-: '''.."'!' '-'• ""'2!--ic'-' .---:°'-''';'7%-... ;',-'- '-g '' -1.: .`-%'.;--f,,, --. • ..,'" -.:-',...,: :- -, " - - , IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II I 6 .7.',-,-;„•,-, 1 11111111 111111111111111111111111111111111111,111:111111111111111111111111i11111111111111111111 11 mADEINGERuM" 12 -'!'•',27-:;/.--t.;-,;-"-,',.,•=,'•*,:'!„':•-..'f'..(=?."..:::::,.:.r..i...'••=,,r.'2',T...;',.,.:: ‘,. • l'---.',. 0 16 "15 SPiCH 2 2. 4 , 8 9 10 • .:. ...., !74,(,:16iiii, if the•microfilmed document is less clear than this :,•:• 0 ...- .......-„. .-, ..:.,. .... .,,,,-:.4,,,i416ciii'e, 1.f ig due to the quality of the original document. ,-. 0E-..s. be 1_ i e., Le. 9 e gZ 47e ce' .-147,464-ce- z-- 61 VI. LA 9t G ht. Cl Zt ti. ca -K1 L 9 G 9 C Z t "" 0 IIIIIIIIIIIWIIIIIIIIIIIIIIIIIWIhdlillidlIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIPIIHIIIIIIII4IIIIIIIIIIIIIIIIIIIIIIIIII/IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII0IIIIIIIIIIIIIIIIIIMAAIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII .,-4/. I , 4' ■ •.• • • • e1/2" • 0 11 0 • 1 , CITY OF ItiMiCA APPROVED JUL 5 1981 Its NOTED CITY Erf-1 _1286 ntia„oiwl. o411., • • 4 CAIKA06 A. • t. tuP, s GO. P.c. PA.A/EL PEA (:7) TYP YE P G. PANEL .c gAPE 4AR1EG -,, MA x . 11 ' , zee s (6t?A cE 4i 0) 4 e SECT A-3 e SECT A -3A- 2 LAYERS C SECT. A -3 '¢ C fCo" ° 6.F.) 1 LAYER' c'�,S T, A -3A (/, e. 4- C , 2 e �- -�- TS, e:aL. , For/t.-10 P. C. PANEL P /LE ' - -Ig"PE —•>` - RE/ NF PEe PAIL. F L E W T. s. GOL . PEle PLAN --- -- SS eA SE k// 4-- 3/4114, A. 5auTS (LM& c) a, CL.o5URE 5r,2 /P #'4 DOWELS )4 6,/ -0', 2'"oG ------ . # 5 coNT \ EgEITION LEC 5E.Yalvc' e ND DP PANELS) to "e 5Ecr A -3 7%4" L SECT. A -3A ALAQ UoWE!_a e24"-c. '3 c 0/-0" 113." sal., GLosu E KEY GOAT 4, •' / 3 •GOATS OF ASPNAL7 •/c PA /IV T O -I EXPO5.,EU METAL ,4 �aLA/3 4" 3/4" SoL /o O©WEI. S c�,eour S" SLfAL3 kJ/ 6' x C' - k/ /. 4/ W/, 4- W, N1 M. #9 e /E3 "'G (TYP) #7 0 /Co" E4eE C T/ G l PA° eEYONO ' — ¢ x 4'" � x .0/-1"1A-/I 3- FOR F0/4 /.SPA /41 134Ck,',c /LL ' MTE:-R /A1. REF r© ;30/Ly gGeoR r g Ac2H DWG—s. � /f lyt L /cf3 WA TERPg.GL --, M EM82A Ile II • ;I r1J • L1I o NIMI, III =t #4 DOWELS e 241'S ,;d 5T // 2UPs @ /D %Z c: (6, TOTAC) G20M EA. FACE DF FILE • TYP /2°46 P //-E 1, // S - *!o VEf T. f ENf8ED 20' IN re' (FILE c, /8" /A/7- G7,�.g17E' 5M. �, # 7 TIES C /2/' 4 (4 Cu 4" °c /n/ C�gADE FSM1 �4 G e.//-j 2F P /(E) 1211 LAP v 3f „1 e SECT. ,ii -3 2' -9" SECT ,4-3A 3/-S9 G SECT. A- Cr.2N7; A -3�1 2' -9 • e 5EG T, SECT ,4-3 _ 3E.C.7 A -3A S/ ZE PER PLA/J gE/AJP PE.�' T&. SGHEPULE 5F-C710Ai A-3 A 3/4" - /1 -0„ P. c, PANEL. 3EYONO -- ,i - e72" NOTE : SEE A+` cH" FDA L/AM& PET/AILS, 3C .- CTO/V /3 - /4q /' -/ / -o" E. CTIOA.,/ C.. -. NOTE ; HOOK &A,e5 P-0 1\11:2 VJ. w• M• IN .5 LA o'- o" r4 4 xi/ it" GOIJ7: W/ # 4 x 244°•4 6," FPDM GRA06 PER ARCH. O w0S. 1 11 1I /Ili 1 1-f 11I o• • #4 SLAT DwLS. C 24"06. (Ho,OK S /D,EIJAYS) P. c. PANEL COL.. ...1/" SP\GE (7Y/) _ -coNT" £ RA1 DE OM. gEINIG pE:2 SEGT G -.3 - - --/2 "! AUc E,Z CAST PILE SECT /D /V E -3 .43 NU, I'J(---, (T'P. ) DETMe_5 FAR RA/l- -lhl47 �r /" 1.5EIf:. / /'U/J D r�ILS N W/ Co yc /.o - WI,4 x ln/I, 4 VI.w,t1 vi/04- 5LA413 c„)1.^/Ls. c 24 " oG 3 /4", 1 /_01/ -04 &4i 4" 8E •for -i 7 ,t P.G. PANEL 3 /1" NON - 51-/R /,1K /'/` " G-,0/< p,VL. Arm ✓, --- P G, per, NE L C.O,V7: 6/ APE /' O 9 1 *4- OOWLS -pC. PNL. Oi/7 R' ©,e✓ 7'1i') rte- --, • /,z" Auc,�le c.09.57- C 7' `i P:) .7 kJ .J -3 SEE FON, PLAN Fog P /LE L4)CAT/ONS .5ECT/O'V /I /2 /' / / 4" 4 c4/tlr. 4 a ,e'-o" e/6 "_ —< • i 911— 1112= \22-\-- - 1 - �G(.r=. e . r M/N, .1=- 2 - #5 wj03c- - . T /E5 G / 2 " • - - - - 1 I SLA,3 r -111 /4" = / / -Q/, E CT / OA.// TYP. 11\ occ2.4 CONY. ,E/4‘ OE 8M. l2'/ d' i4E2C/ ';T l TYFf ECT/O�1 15ALAI.IcE OF' /NFO,M1T /C21',1 PEg 5EcTlo/v ROU614 N SL/RF"A66' »G X /1aa WEL.. 251- P G, PANE LS GONG, SLAG ON IJ/. 4/ kJ /,4 ` w, P e SLAB . SLOPE PE,: AgGH. -3 4 G 24" TYP. 2' PET1 /L 9-9 - 3 f7,eA ©E PER NgcH. �I11EI11� 14 ,4x 3e, p/ „ W/ / -# x2',p vE,er ir, 1/2 "/P x- O' -4- / " 3" G� 2'L/ T cevEC i -- - -LOOSE f VZ x 2 01 4" A 343 x cv x ©' -d/, ,/ (TrP) I • TYP. TYP, CigAPE BM, PLAN) 3E CT/O/i MAXIMUM PAC,ijGG ;. L ©G.,4 T/ 0/c1 PER DJJ.. PLA /J H -3 • , c. 6)„ ----- 6 , " C , / , 6 2 1,.1/44.4. •/ 4 e EA 4.44) Y Co x Co k/ /. 4/ sue/ /. 4 • EA/TER.. S/ A8 15A5 E Ff S%2, x 4 x / = 2 ", '.4 '- „ _ (# 11 11 ifz 3 (3/c1 x0� /o -- \4 ���' ! ��-�I 11 -.-_ f -4 x -,3/6)<//-o" MAX /INUM .5PAC /A/C F Lo a7-14)1..f PEA uII ,'IIt -- C; fc'A C)E t?M, PE/ ' ScC1T C -a SECTION K--5 /SAS /-7' / 2 x /4 X / '-o P,/ 1-1,00.4.-,-E0 /y,EOL,v_o 4 7 AJOTE : /�.4 / /..ir ALL E:xPOS :D CoAic. G.1/ ,2OATS 0E-A5P/-/AGTic A=A //t/7: 6 A - — - , . • —, RA P6 a,4. IN //e iN• sJr c� K • -' -12"0 ALICE/' CA5TP' /L4 5 tC T/C AJ L.. - 3 uhrE A4 of -f 10 A Ju,. i 5 1987 AS tiORD - art OF TItio.AnLik �,_h.hYf f1 y c 'III1II1II1111I111II11I111I11 11 IIII1I111I11II11111l11111f 11II111IIli11 I111111 1 1 I11 111 1 1 III1111111IIIIi11111II1III11111II111I111I111I1II1t 11111 1111111l1111111111111I1I11111I1111t1 L...... C.. 7 - ( -a 1 11 Maf1F IN GFNMANV 12 vd' :' If Lhe'mfcrafilrned document is less clear than this it is d.ue to the quality of the original. document _ �Vt ,, .�-..A i� _.. ri ...r ..... •,T •eh YK.J. ...nM.'".�'MUf, re.: �Mr. ". t1. %! Ln }...n Chi✓ � ! :: Ih - Li 91 Si +.'t Et ei i6 �� b L 9 5 +, i z t "" U II, 1i111lII! IIIIiIlIIIIIII!! l�Illlilill111111! ii!! Illlllli�lilIILLI! IIIiI! IIIIlIIlIIIIIIlIIItlII11l1Illllilllilll�lllllil!! I111�1111111111 11I11I�1�1111f�11111111nI t1111111�11111) �1L1I1111111�1II�lii�1�11 �11111)�EI1111 )11!111111111!1111111!1)11 t111ii�11 L1111 III1�IIn�I1n1I11I1111�1I111I��JI! 1i11!III11 OC he U1 Le sae 57, fie £Z t GAbcAp4 A. * ".. W.VwIGt G9. ;.� 7; 2 ROW5 IOcJ @ 4. 11°c 5T7964ERFO Rows ews lad e4 "ec 57Ac,c-p4RaC', 7'1 PICA L- 8OU/JD4FR`/ . NAIL- II•IC7 : .51M c l ST G 2 /5 P1a eL• /AI W/ i, - /ad NAILS /N ;4- g " fie. 4 /0 -/G / NA/LS IN G1''L.1.N _ Ar 5/ M PS Ox-1 574,224- 5TRAr f ,V,/L I,vea pelt 5,EC7 4-4 ( B,E,vD PLUSH ) 51MP ,5eJ Sr/c 4.6"`t / w/ - l ;d IN e x4. 4- 6--1041 NAILS INTO 4 x g -r-OP 4 x E3L.octemde7 PURL//43 W /4- 3/4 "0 PRR48Ca1 -75 8T1 /J. PURL //J5 6/MP.5oet/ V8 -/2 W/- /.ERe- 07 W4 aN PL�4ij / C N L. . PA NELG SHALL SACK / E ' PR /OR TO /NSTAU. /NG PaRLINS. 5E-67.1770A....1 A-- 4 fr. 5/EGT/CQ/\J 8 -4 3/4„ Y/ Q kJ E- �UPP ©RT�C2 w--s• e.r4M JD/,vT L coc.• PLYwoo/ 511-IIM eA. 51 o- P1 : ' PLAtU] 116 '' THRE. ADet7 ROC, --- -� , SINIF'5O/../. HO EA.,. DE, oa %Lea , PE .e P1.1gi.1 N: c,AJdr H07 c •!i,r;�' z-- ,lvim «/ra \ 2 -HO 9 c° Cif' /D 2 -yoy a w' 'D C, LS Ac. PAI-JE "13R4. Ft: PURL.II.I f 5f. PER. f'L �4IJ TUSf, COL. PER f=L�,V, PIA qs.l 1:5. COL. . TIQ/L1 .5E -rio i -4". PE i PLAL' -1 LIS 34"- E/46 .5ADL)GE 5gC7' F3 L Or;e f i,LOO,5'E 7 x /8xo -7 .r. rn, r,,.- 2 Rolvi5 : GP / ©d e44% C67Ae4EREC7� 2." PL Yw0©Ci " EA, 5/c' 1./✓/ 4- %4 "¢s ;oLr A/ veer .SLO7TeD .HOC-6S P'Zize .. PL. ci/ i] - EA /166 p, ,SADOL. a x l = o "Loti -I4 fti e/CLIT'EC f-RCM %2 "TL /,.//.3- ye' TH /cr .5T7 Ff= i 5 J/ //19) E,45E:L 5 /zx ,7/(5 xo -6' '// )( .2 = O " /-/o /z, `I- ,d,,v x 2 '9" VEk7+• - C7/oti✓ P-P -, I1'4I!kW .�3A4�. • N• /•C.. • CITY OF 111KMtA APPROVED. JUL 1 5.1987 AS NvjEo rrviTrei-Ni Or( r} ),6 c7" 00+1.,_i . -4' 5EC"i /OA / -4 I1111111111111 11111!111i11111!l1JI11 ,II!Iil!11J!I!I11111111i111111l I 4 U16 Tit. I 2 0 Fie' i3C LZ (Ii!!II! III !Iil�;IIILILI111111Itllilllli 9 •`.i 1 •+ r ids. `: j..r.c. 11 i. il1l111111l1111111111 `I111w1111111IIIIIIIjil.i I I�III; (I�Ill�li!�! III! !�I;I;III�III�IIlI1111Il'�III11 I�I!I�I1 7 8 9 10 if the >mli rof.tlmed document is less clear than this e, it is due to the quality of the original document gz ve ez' Lt Sit 5l ail £1 zt a 5" ., 4 9 5 IIIIIIIIIIIiI !1!IIIII{I!�IIII�IIIIIIIIIII 111111111{ Iillllilllllllillllllillfl! If! !!lllfll!IIII!IIIIIIIIIIIIIIII! 111! IIIIIIIIll llllillllll lllllllllll�III1111! IIIIIIIIIIIIl I1111�III11! Illlllllllll !illlliliiiii!II!�!II!1! 11 MARE IN GERMANY 12 z 1 „W U IIIi IIIIIIIIIIII111111IIIIII11H1 411111 • Ln*pwft A> O K. tUMl.tes CC. 6m. 50PPoRT PER 5H7: 5- 4 T` R WHERa .5r-low? 2P5 (/ EFL TYM TRIM. Z; O 7yA *5 TRIM /_.* 5 CHORD 571_, A 4P ao ll t. EM4 4.- #5 (2 E.,`) #3 G Olt E1ni �4 HOR /Z. 51a ' 2 -145 / EP" 6-* .4..5 VERr 4 6-#5 VENT (4 EF.) C7R. 40 5L4f' - `4C4) g. OWL . F'.ER 511T 5 -3 RE/1'JF PER f-1‘41.- 1 -#5 CHDRO 57L 2 -44&e •T-er: TyP • OTE ; pm-5 ® THRLj ' //v'CL. 5H/ LL BE INDTALLEID v,/ /" OLITWARRD 84.1.7-E FR PRIOR TO &ACK,c'/ /f - 4 . N 9 N CITY OF TlJKWII_A APPROVED JUL 1.51997. AS NOTED 7` • •% :✓ r >. x Y< I .:.,' i + 'ry 1 ? 1 f > M j _ .:. fj f?.,1 -�"- Fit . n._ ^Ya .. I III i Ili j Ili i III l II 'i III I III IIII IIII I 111 ii�i( III l III i III I 111 111 I 111 I 1 Ili I III I Ill1ll1 I Ili l 111 i II l x1111111I I 1111I i11I 111 f111 1 1111 i1 li ►1I11 I 111 I III I 1. 1I I ill I 111 i 111111I l III l III l Ill l 0 'f..711!. INC:.. 1 2 ;� 4 5 6 7 8 9 1 n 11 Mi-n"16" H"P" 12 0 +tOT1:;. If the microfilmed document is less clear than. this :not N`e, it is due to the quality of the original document. •c' iii; Le 9e GZ 7:? E%' ter ''° [L` •:,;:08- '61 ..•'M.. Ll -91. - 1. ct '4A el Zt ll 6 8 L 9 4.; tp k: L L "' °' 1►iI1l1I11►i11111I 111Ih!i1111111111111111111r iti!liiii lil►IIil1 iIIII1I1lI1i►IIIi111111In1111I 11111111111ni 111111111 i1111i11I 111111111 1n111111 IIIIIII11 uI1In1I 1nIIn1I 11I1I11n111 1i1111ninII1111111 1111!1111111111111111ill IlnIIIII HIIIIIIIIIIIIIII11111111111111111111H1 Ci K.AOS k • 1[, IuP? J%$ CO. Z(o` —ta" ©�— /- #5 C)-'lottp ( 7YP' ALL PI4 L5,) -- B0a2 *50 EF) 43 O 11 °bid ,(e% 73.1) - -ADZ, /%4 • 0" RE.IMR, PEQ PAJ L, (/ RFI1.lF PE.R.. !~r1 Re/., F. Pele. PML. 11 2[A'— 0" - 5 (1 Ea g) I 211 7ir /c AL_ PURL 1N - ER ROOP FLAN. W/ 7706 PEP. // C2). V o � Z tQ. G1 - PER Kookz PLAN--- `- ADa /- #4 0 6ee 950T: M -4 I #4• e.w, e" -6-%2! 4- 4 - #5 VVR7 • (2.E,F,) C?� r • gme3E0 rtO PLiTURE ME22. FX AM /NG 5EE 3E07: p.. 4 MEP Fa 1117-41gre am. -- SEE SEc r. -4. APO % 5a 0 0" a--- .—.� 51.6!3 Dwt.5. A-3 r SL,,e, X 4/' go e 24,i/o� sL•.E Vg5 /N PNL_. —J P•L. 2A [241 R E . NJ y-'re 25� REIN ER P�/-- 262 27I 0 =4N 4 -4 5 (-z .............• ------____=_Ii WI ti 'r � , lb c\1 ( --- # 4' & /6/� g . w. Z-.1 4...4 .: VI At AS (2ef) (' /R A 1 • �_� ---� cam' G''G 4 4 ' la-45 VERT /0-45 �+V�ERT (5 E7/-.) -- /--- ,f 7 Ga7 # -a' I awi�.wwww.wir•!Yfr �f--14, i kil It l II I 5 CHORa 5-MEL. c #449 lout Ests/. (TGIF:) r.1111111111101 . / -At 7 c-p ¢ ,________ �l 4 - c - #5 c ' 7145 &lo'F/ --#'4 ,-'.. \\ \� `\\ /\, \, ;- - -- - - l„ /,� / / `\ -/— #4• C4' t 4 5Lf1 .Z1-_.,,a 5- RE.IMR, PEQ PAJ L, (/ RFI1.lF PE.R.. !~r1 Re/., F. Pele. PML. 11 2[A'— 0" - 5 (1 Ea g) I 211 7ir /c AL_ PURL 1N - ER ROOP FLAN. W/ 7706 PEP. // C2). V o � Z tQ. G1 - PER Kookz PLAN--- `- ADa /- #4 0 6ee 950T: M -4 I #4• e.w, e" -6-%2! 4- 4 - #5 VVR7 • (2.E,F,) C?� r • gme3E0 rtO PLiTURE ME22. FX AM /NG 5EE 3E07: p.. 4 MEP Fa 1117-41gre am. -- SEE SEc r. -4. APO % 5a 0 0" a--- .—.� 51.6!3 Dwt.5. A-3 r SL,,e, X 4/' go e 24,i/o� sL•.E Vg5 /N PNL_. —J P•L. 2A [241 R E . NJ y-'re 25� REIN ER P�/-- 262 27I 0 =4N 4 -4 5 (-z .............• ------____=_Ii WI ti 'r � , lb c\1 ( --- # 4' & /6/� g . w. Z-.1 4...4 .: VI At AS (2ef) (' /R • Il \l i �_� ---� cam' G''G / Lail N r. / / \ / NN 4 • 1 /--- ,f 7 Ga7 # -a' I awi�.wwww.wir•!Yfr �f--14, i kil It l 1.7.2/:-0-1 SLA &! e 14"S //, . '%I. s e MV 6507: °0. 5I/v1. #5 ((e.g) ;H2O O s i°EEL. /' " ` man -'.'' d Gam. /��� • Il \l i �_� ---� cam' G''G 2 •P:") ! 4 -# 5 (..„0-.P:7)- -- in 41 4 - # 5 (2 E•x) awi�.wwww.wir•!Yfr �f--14, i kil It l II .'� r.1111111111101 ill ._ �l 4 - c --#'4 ,-'.. ... /' " P /LE 4 PM... 1 '-e%'/` _110 - w. -0" ORAoe M. Z13 /-- #4& T - CITY OF TUKWI.A APPROVED JUG 1.51987. sLEcr.. PNC.. 132 20 ,-2 -M5(, E, F.) TYR - TRIM gog' PAII:_. GE 2ME7R'Y 5 EARCH. SNr A -Z (S6Gr '. ) JE' 11^M IW 14 IiU *_111.C1174 •#4- 5L/-? F', or -vz.G. (C R 44) CYO Z4 t " 5 / -i r " ,<<,e ,e3ELaty 4444 1,c3 ®a wi 1 .P z' •_ 30 OE 5 PEQ. .°EE7 CT( i 0 E 7- A1L- r� ,4 t �Y y • .. .... .. .. .... ...�., r., ..:: , -.. .. .. .._ -..:.- ..:%-.;f; ..: .o:. _,. ''/':"- ' : .. :, ....+ .• +. ,... ', 1'11f11t 111J111 !'11111111ii1111111111111111111 111111111 1111111111111(111 111111111 11111111l1j1111111111111 1 11111111111111111 11111111W11I11' 11111111 111111111111111111111111111111111111111 0 167fI "h" 2 3 /F • 5- 6 7 9 9 10 11 MiOFINGFNMAIIY 12 1, OTI: If the microfilmed document is less clear. than this tote, it is due: to the quality of the original Off'hl' document.. tie ftG L� 9 yL iZ El z U 111 ! I11nt1,11111111111111r1111111111i11 111111J111111111h11111111Y11111111111! 1111111111111111r111111d1111111n11 11111111{ 1111111111111111111111111 11111nn111111n1IIn1111111111111n1111111111111un11111111111nnl n111u111111111111111111111111111d1111h111h1111I1111111111r111111111n1 { �_� ---� cam' G''G I � �f--14, i kil It l 7C) W (I "1" 4:r /6#10 \ v f P /LE 4 PM... 1 '-e%'/` _110 - w. -0" ORAoe M. Z13 /-- #4& T - CITY OF TUKWI.A APPROVED JUG 1.51987. sLEcr.. PNC.. 132 20 ,-2 -M5(, E, F.) TYR - TRIM gog' PAII:_. GE 2ME7R'Y 5 EARCH. SNr A -Z (S6Gr '. ) JE' 11^M IW 14 IiU *_111.C1174 •#4- 5L/-? F', or -vz.G. (C R 44) CYO Z4 t " 5 / -i r " ,<<,e ,e3ELaty 4444 1,c3 ®a wi 1 .P z' •_ 30 OE 5 PEQ. .°EE7 CT( i 0 E 7- A1L- r� ,4 t �Y y • .. .... .. .. .... ...�., r., ..:: , -.. .. .. .._ -..:.- ..:%-.;f; ..: .o:. _,. ''/':"- ' : .. :, ....+ .• +. ,... ', 1'11f11t 111J111 !'11111111ii1111111111111111111 111111111 1111111111111(111 111111111 11111111l1j1111111111111 1 11111111111111111 11111111W11I11' 11111111 111111111111111111111111111111111111111 0 167fI "h" 2 3 /F • 5- 6 7 9 9 10 11 MiOFINGFNMAIIY 12 1, OTI: If the microfilmed document is less clear. than this tote, it is due: to the quality of the original Off'hl' document.. tie ftG L� 9 yL iZ El z U 111 ! I11nt1,11111111111111r1111111111i11 111111J111111111h11111111Y11111111111! 1111111111111111r111111d1111111n11 11111111{ 1111111111111111111111111 11111nn111111n1IIn1111111111111n1111111111111un11111111111nnl n111u111111111111111111111111111d1111h111h1111I1111111111r111111111n1 { (�4 ■ C:_ • „� �, a rEo yr f�- %," 5R . MAX. ahm oar., y4-U f VA -fl O 4J 2w. #,OCR 5 9R'S ar W : w i r( Ak NA A `RAN) X 40 II 2,V °0 )(2'eiVk e. a t 415'1: (7-YA) FL,. 5 x. 3/R /c C71-4, f VI/ 2. - #5 x 2 -O ° 0.4a a4 iv T Y - A, CO.&iA J• ''1I° 5 /e' X " 6A. @ T YPg COXA/I FL A f‘-1 Ft. 4x V¢ L TYPF_ / 4x/4 t ryp:-, ,4 (SENT) Co ..I - /0/ -TYPE P► 4 A- I O /■.-(I'J. P.C. P/ i-/E L. PER PL 44A--/ 6047e. oF FLU4°i w/ 1,05 I U'E FACe. /Leo I' _A6.3 e4'4"). !?G, 5Pi41.10■REL. _ PER PL /+ i■of 3 ELE VA T /QN✓ /ROR -1-110t5; L 4' x 4 7 x 343 v O /- 3 /L "W/ 2. 8 ce /c 2' -69" h6• ° Cr 2 "G .7A• # / -'�5 x2t,O "'� ff B II I7TL. 2" /4-IIELA570I4IERIC, -PA-0 (R.gXI ooM Fi8F:R KEINFo c it x o / JB 31 /. RG7. l ', 2 -*4.2 x2Le.ovC:° 2 "Ca" 1,9. 4$/....4t6 III /,4 "E1 ASS ro ER LR, PAD /4II ,.::••50:00 IF 1#" -r �/ �F /� (� ) /'.�"7 1 A _ I , P ,Eoc,:E 13#4R5 PER P4VG . Z.t- V5. B/41 x C? ! 4.o Id Pct.,4 //V 13.41Z. /©L TYPE E3 L Q /`.../ 94 'EN PLA/PJ 8448 7ta..J6 ; - -- 3/¢" st, PLMIII/ e,,'+# X O'- .." ft. 4xtox' /¢ w/ x e'-0"C "�. C eLiJt7) , 7--- ,EO44. 8AR5 Pefe Mc. PA/vet- 344 A4AI F4, 4 x /4 X O' -!n" e 4" 4.q. 4x%¢xQ'4" 4AE/J7 Nto 4 FL. 4 x' /4 x O -co w/ 2- 45 n 21 -0" ca 4" ast 1 1- e445-6 x0'4 ' w 0415. -TYP/ CA57 /Ai- P1.e.R • ', PA/Ea--2R EL. .3- #5 I= CdS"Q 71fl\ C. 5PAk-•1c,R,C.L C �P•4�..i ©/�E.L CA 57 / tf - F'LAG+E, Attr.,., -- T R E T /OAJ L3RG?. Pt w/ /- 6 x 2 =ta 4/- 5H. PL,gIJ " P/�t." ELA570MERIC PAs�C R.z r.IC'oM F/tER. Re,b.JpoRcer.:9 S /6'13/R4.Fe, w/-'5- $-("V. d / - 14, 1:! C. P ) i-JL7f�'tl.L 2 -ow cra5T- //�•l- PL/tG& P/- 5/ Ems/} c(pk,1�v. I=I C.5P'AAJ 1'eC. - PLAID -t r'• EMC7�L+ Aijc, -E /VoT mss/- t0I -.J,&J roe CL A I / •• Y COL.,PEt' PL- AA -I ,,5734AJnee4. - 7-105 c- : 1bETAIL ;ti" PL: A1�J Y 12° - (o x �. 7;5.0 lEPax / /x © - /I" or /&/ 77.5, COL, k 5PAN0,2E1, 5' ;II I jF --- - ---- T 5 , COL , v,. Pr COL. ______NN____ �2 /z" P1_ 1)(4)(6'41" y PAD DE:rA/L_ ,A" -'1 x 4 /2 k C.)'"41/1 L•■// / - #6 x =rte ' EZT, ' . Z /z. 4, 74 r1 le' 1 • .1 c� 4 "GA r • > 741/ `J.:.. , .. - 1/ s �1t.._ x ©'. `/" � I 11111'!16 f f1! 1111111111111f1f 11 111 11111111I1j11111I11111j111111111 4 O14 T11! IP1(,., 2 N 1-'51C Pt...41V COIVAI /b PE CE -5/4„ x o- PL.A/iJ 'li4 G' 0 AJ. / %2 CI-NN 4- 2' YF-'LE c.'O kl NZ: r-E-N &RADE VAR /EE P. G, P/N L. COL.. 4 ,AWL.5. 2' -0" 2.4,1 Oc ' r IAADE 8M:._. PER 5EC7•: C-5 o, at 23/4" . 3 " I / / - ' ,(1 x 2.:0 ".t / :(0. .54OPE GENERAL NOTES CODE: UNIFORM BUILDING CODE - 1985 EDITION LIVE LOADS ..: 1P- '' NSF SNOW (MECHANICAL EQUIP. AS NOTED) . FLOORS.. .250 PSF STORAGE ,Y , WIND...80 MPH, EXPOSURE B SEISMIC...ZONE 3, Z =.75, K-1.33, CSA.14,: YAZ1KCS0.j41 FOUNDATION - EON AL'bN POTS. W `RI T N- AOt6E{ CAST PILES PER SOILS REPORT IE -2664 BY EARTH CONSULTANTS, IE. DATED 9/'0/84. USE 4000 PSI GROUT WITH MIN. CF 10 SACKS /CU. YD. FOR PILES. ALL SITE . PIREPARATION AND BACKFILL IN ACCORDANCE WITH SOILS REPORT. RETAINING WALLS: EQ1.104 E FLUID PRESSURE = 35 PCF; COMPACT BACKFILL TO 95Z DENSITY. . CONCRETE IR',cN306U PSI INSPECTED FOR ALL SLABS ON GRADE AND FOOTINGS & PILE CAPS ULTIMATE STRENGTH DESIGN METHOD USED. MIXING & PLACING OF ALL CONCRETE & SELECTION OR MATERIALS SHALL BE IN ACCORDANCE WITH THE UBC & ACI CODE 318-77. PROPORTIONS OF AGGREGATE TO CEMENT SHALL. BE SUCH AS TO PRODUCE A DENSE WORKABLE HIX WITH 4" t$XIWfl STUMP WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. FOR AOHIXTURES SEE SPECS, 1/2" CHAMFER ON ALL EXPOSED CONCRFTE.EDGES, UNLESS INDICATED OTHERWISE ON ARCH. DWGS. SEE SPECS FOR CURING. REINFORCED STEEL 4 Ar REINFORCIING STEEL SWILL CONFORM TO ASTH A615 -78, GRADE 60 (fy=60,000 PSI) . USE GRADE 40 (fy=40,000 PSI) WHERE REINFORCING 15' TO BE REBENT. LAP CO TItIUOUS REINFORCING BARS 36 DIAMETERS, 1'6" MIN. UNLESS OTHERWISE NOTED. PROVIDE CORER BARS (2'0" BEND) FOR ALL HORIZONTAL REINFORCEMENT.' DETAIL STEEL IN ACCORDANCE WITH "ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES". COVER TO MAIN REINFORCEMENT TO BE: - FOOTINGS 3 INCHES FORMED SURFACES -- WEATHER FACE 1 1/2 INCHES -- INTERIOR FACE 3/4 INCHES - -EARTH FACE 1 -1/2 INCHES ( 15 & SMALLER) 2 INCHES ( 16 8 LARGER) - -BEAM STIRRUPS° .1 -1/2 INCHES $FQRcIM STEEL WWI - G ,u,'. 4 LL � (fr6C,0 O PS I LL) PER ii �ca.u�(+ ea��rvrvFC. � � <SHA BE .A D1.4-79 "STRUCTURAL, 1N6 ' ;' E-RE; INC STEWL'�, Pl TO-"SE - 4§1I*DI a" PREHEATED IN SUCH- A WNNER TI C •Y 1-.", M IOfl OF ;THE BAR ON'. PIECE F � 'NOT' 6r; ON EACH SIDE OP;T * JOINT PALL D :AT OI!'A E` $ F. AFTER WftX C* PL 1 , RS: SI ALL. °,g AL + TO COOL NATURALLY TO AYSIENT T RAT . '5 ACCELERATE h ItrG IS PROHIBITED{ •,'lira..WELDING TO RE. BY UA Ili .CERt.g LED ' ,D as .r USA ONLY ` i~1OXX,' ELECTROD S . (ANS A5.1_ A5, 5 . ' , It I i' Row �', T' ,'- r . SENT . i $ tic Jane g.1. 1, ..' { gADEI : p $OPI9 r ' < �� ir' ..- - . .J. .•. ... 1. 7 t F•,` STRUCTURAL STEEL -fi EL 45 TOME,' /C PAO /f -4- 72 x 7 4,///, x V.E'/eTf. / '"5 x /-•i0g /z, -7:5. 5 x 5 COL., ,.-- i5A 5 E t- 5/4 X S r (0'- l I'' / RN/ 2,-!!?,40."1, x O'- la' PARA6oLT5 (PA /Air ALL EXPOSED 5TL.. ;4/ 3 C-OAT5 13ITLIMIA/05 PAM ' 3. • ALL WORK TO BE IN ACCORDANCE WITH "AISC SPEC FOR THE DESIGN, FABRICATION :& ERECTION OF STRUCTURAL STEEL FOR BUILDINGS ", 11/78 & AISC CODE OF STANDARD PRACTICE. STRUCTURAL STEEL - ASTM A36 (fy= 36,000 PSI); TUBE COLUMNS - ASTM A500, GRADE B (fy= 46,000 PSI) 8► MACHINE BOLTS - ASTM A307.. ALL STEEL MEMBERS SHALL BE GIVEN 1 SHOP COAT OF APPROVED PAINT. WELDS NOT SPECIFIED SHALL BE 1/4" CONTINUOUS FILLET MINIM�M9. ALL WELDS TO BE BY CERTIFIED WELDERS -USE FRESH E70 ELECTRODES. MISC. HANGERS TO BE SIMPSON OR APPROVED EQUAL. ALL HANGERS TO BE FASTENED TO WOOD: WITH PROPER NAILS- - ALL HOLES SHALL BE NAILED. MACHINE BOLTS TO BE A -307. ANCHOR BOLTS INTO CONCRETE MAY BE PARABOLTS OR APPROVED EQUAL; MMIN. EMBEDMENT PER UBC TABLE 26 -G, TIMBER 2x4. STIFFENERS D.F. #2 4x - PURIM ROUGH D.F. #1 4x LEDGERS D.F. ;t2 LLMER NOT NOTED TO BE D.F: 12 ALL GRADES SHALL CONFORM TO WWPA "GRADING RULES'. FOR WESTERN LUMBER" LATEST EDITION. 1 BOLT HEADS AND TUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. i ALL WOOD IN CONTACT WITH CONCRETE SHALL BE TREATED. GLU - LAMINATED WOOD MEMBERS HEATEDhi D TE` L45; DOUGLAS FIR COAST REGIOH, KILO DRIED, STRESS GRADE COMBINATION 24F (Fb =2400 PSI), FOR. BEAI.IS. CLU -LAG FABRICATOR TO PROVIDE TOP TENSION LAPIS AT CANTILEVER. GLU -LAtt WOOD EXPOSED TO UEATHER SHALL BE TREATED. (•Fb' =1450 PSI REP.) (Fb =1500 PSI) • PLYWOOD ROOF-::T/2" CLIX,, 5 PLY, (32/16). NAILING SHALL BE AS INDICATED ON PLANS. CONTRACTOR SHALL CALL ENGINEER FOR INSPECTION OF DIAPFIRAGtIS ARIOR TO. COVERING. SHOP DRAWINGS SUBMIT 4 SETS OF SHOP DRAWINGS FOR APPROVAL PRIOR,TO FABRICATION FOR: STRUCTURAL STEEL, REINFORCING AND GLU -LAM 'BEAMS. SPECIAL CONDITIONS COWTRACTOP-SHALL VERIFY ALL DIMENSIONS IN FIELD & SHALL PROVIDE ADEQUATE SHORING & BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ARCH. OF ALL FIELD CHANGES PRIOR TO INSTALLATION. CONCRETE TESTING PER SPECS. i { NOTE TO MECHANICAL+AND ELECTRICAL TRADES CONTRACTOR SHALL SUBMIT PLANS SHOWING LOCATION, LOAD & ANCHORAGE OF ALL HANGERS SUPPORTING ANY MECHANICAL, ELECTRICAL, PLUMING OR SPRINKLER LOADS IN EXCESS OF 50 #. ANY ROOF MOUNTED EQUIPMENT SHALL BE INCLUDED IN THESE PLANS & SHALL SHOW LOADS & LOCATION. THESE PLANS SHALL BE SUBMITTED TO ENGINEERS NORTHWEST FOR APPROVAL PRIOR TO INSTALLATION OF ANY OF THIS EQUIPMENT. +' INSPECTIONS ' INSPECTIONS ARE TO BE PER UBC SEC. 305 & 3Ga AND ARE TO BE BY AN INDEPENDENT TESTING LAB AND /OR A SOILS ENGINEER APPROVED PRIOR TO STARTING CONSTRUCTION BY THE BLDG. DEPT. AND THE ENGINEER. FOUNDATION: INSPECT FOOTINGS & EXCAVATIONS JUST PRIOR TO CONCRETE PLACEMENT TO. VERIFY MATERIAL IS DRY AND DENSE. CONCRETE: TAKE CONCRETE CYLINDERS AS REQUIRED, VERIFY SLUMP AND STRENGTH. NE REUWORCING: VERIFY ALL REINFORCING IS PLACED IN ACCORDANCE WITH APPROVED PLANS. CHECK FOR REQUIRED COVER, SIZE AND GRADE. PLYWOOD: SEE NOTE ABOVE UNDER "PLYWOOD ". s MELDING: INSPECTION OF ALL FIELD WELDING REQUIRED. PRECAST PANEL NOTES 1:---PANEL ELEVATIONS SHOW INSIDE FACE. 2. TYPICAL TRIM BARS: 2 - #5 VERTICAL AT EACH EDGE OF PANEL b EACH SIDE OF OPENING (U.N.O.) 1 - D7 HORIZONTAL AT CENTERLINE, TOP & BOTTOM OF OPENING (U.N.O.) 2 - #5 HORIZONTAL, ONE EACH FACE AT TOP OF PANEL. 2 -• #4 HORIZONTAL, ONE EACH FACE AT BOTTOM OF PANEL. PROVIDE ADDITIONAL HOa(IZ. REINF. PER PANEL ELEV. AT OPENINGS WITH HORIZONTAL TRIM BARS EXTENDING 2'0" BEYOND EDGE OF OPENING. VERT. TRIM BARS TO RUN r-ULL LENGTH. 4:,. MAN. PANEL CONNECTION SPACING 5'-0" 0/N. 5. PANEL CONNECTION TO SLAB ON GRADE SHALL BE PER SHEET A-3. '1 6.' PROVIDE 1/2" CHAMFER AT ALL EXPOSED CORNERS, (U.N.O.)'ON ARCH. DINGS. 7. PROVIDE 3/4" NON-SHRINK GROUT BETWEEN BOTTOM OF PRECAST PANELS & TOP OF FOOTINGS. B. PROVIDE 1/2" CLEARANCE BETWEEN PRECAST ELEMENTS (U.N.O.) .9s FOR PANELS CAST OUTSIDE FACE LIP: USE GRADE 40 BREAKOUT SLAB DOWELS AT 24' a/c , BEND IN ZEE SHAPE & PLACE PARALLEL TO THE CONCRETE SLAB W /HOOK AROUND VERT. BAR. • 10. SHOP DRILL (I /4-" DIA;) AIR RELEASE HOLES IN EMBEDMENTS AT 6" o/c AS REQ',D IN ORDER TO DISPLACE ANY VOIDS IN FORMWORK. 11, PROVIDE 3" MIN. CONCRETE COVER AT ALL CONNECTIONS EXPOSED TO EARTH. 12. REMOVE ALL WELD SLAB AROUND EMBEDMENTS EXPOSED TO WEATHER & SANDBLAST. PROM4PLTY PAINT WITH 2 COATS OF RUST INHIBITING PRIMER PRIOR TO FINAL PAIIt1ING° 1�3. CONTRACTOR 10 VERIFY ALL LDIMENSIONS IN FIELD PRIOR TO FORMING PANELS. . 14, PANEL LIFTING STRESSES ARE TO BE CHECKED BY CONTRACTOR WHO SHALL PROVIDE REIN - FORCING STEEL AS REQ'D FOR HANDLING & ERECTION. USE STROiGBACKS AS REQ'D AT EXCESSIVE PANEL OPENINGS, 15. ALL CONNECTIONS FLUSH WITH INSIDE FACE. 16. HAXIMOM DEPTt E,V STRIPS TO BE 1/2" . SEE ARCH. DWG5. FOR LOC FotimiDP:rio+4 mare. !I 4 S 1 PILE CITY OF TtIKWI . A'..• ,1PPP.fI-rrn JUL 151987 PILE , oRADE I i Ijl I I Ijl I I Ijll• (I tll�aj I�'j� i- jl��l? { -I I{ I,,: �jl., ���: Ij� :.:l�I�hjlll:�lrljf�ll�l�l�Il Ijl Ijl i�l�lji Ijl Ijl lj.l►.. 8 9 10 11 M O 11 GFRNAyv 12 5. 6 HOTg :', If the microfilmed document is less clear than this tot) 'Oe, it is due to the quality of the original document. OE' etc' r ?, Le (, se ?.JZ ez �kIZ b j8,., . ... .;.,.' . •.Q 6 L 9 Si L U 1!I i I 1111111II1III ;11'1I111111111IIi111I 11 1111; IIIIII11111111► 111111111 111111:111h1'1I111 1i 1 1;;IIII1111I!111111111111IIIII111411 III; 111II1III1111111IIIIIIIIIIIIIIIIIIIIIIIII ;IIIIIIII IIIIIIj 11111 111111111111111111111111 111111;; 111111111 11IIIIII11 ,111IIIIIIH11111111111 jaiV > i 75'..'1+ 1 F Ol ALLowAeLo 5r.,Ne ►M t ' Pas I L * 4F FC T , P F t ■ 1 . CENT.. F 1 Cy AL r-om ',. Qg < ; . 'To OM. _ . [� Ni e. !M .. Ac C 1 J T't_i 'so t- Rl L) 4b g. " t(./PeRM SI aki OP sot L.,5 giNi (0! KWate- . ftP 4491 Vloy MAP Legal Desalt*• THAT PORT ION OF TRACT 48, RIVERSIDE INTERURBAN TRACI'S , A ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 74 , IN KING COUNIY , WASHINGTON, LYING SOUTH OF SOUTH 133RD STREET (W. W. BECK ROAD) ; AND THAT PORTION OE' TRACI 18 , FOSTORIA GARDEN TRACTS , ACCORDING To THE PLAT THEREOF' RECORDED IN VOW*: 9 OF PLXIS , PAGE 95, IN RING COUNTY , WA1.-3/ I INGTON , LYING SOUTH OF SCYJTI7 1. ?. 3 RD STREET ( W W . BECK ROAD) ; TOGETHER WEIIIVAC.ATED 43RD AVENUE SOUTH (SQUIRE STREET) ADJOINING. LEGEND SS -w NEW ASPHALT PAVEMENT .."6■7=i EXIST. CONTOURS EXIST. SANITARY SEWER LINE EXIST. WATER LINE G EN1c:T. GAS LINE c=====3 NEW GABION WALL milies===mm=== NEW STORM )RUN NEW 4" POOTING (51 t , • f.. • % N s % OAP t \ N 1" = 30 3' ERM tit 0 Lid 4 2 TOP OP BERM_ ELEV.=21.50 MIN MAX. W.S. //11LEV.=20.50 - 4- NEVI AC. PAVEMENT .$5° VARI ES 10 40 �fl4 HOKIZ • nn EXIT. CB /1-RIM = 20 .50 LE.= 12.59 0 50 SLOPE AREA ALONG SOUTH PROPOFRTY LINE 'LO MATCH - EXISTING GRADE DOWNSPOUT (TYPICAL) CflINITRACTOR SFIALL TIGHTLINE ALL DOWNSPOUTS TO STORM. DRAINAGE SYSTEM cogrme-roR SHALL EXTEND EX T STING 30" CMI AS REQU RO". TO PR:..NI -- NTEW ENTRANCE TO EX IST PAVEMEW EX1ST. CB" RIM = 21.7 I.E.= 18.7 EX I ST . A . C . PAVEMENT )1. .1)9' I . E . = 34 0 _EXIST.__STORMME ‘. RIM = I.E.= 30.50 (IN; I.E.= 30.10 (OUT) .% 1 I CP , /1 I AS. . 1 /.."..1 I Y ■ ■ AIIII010•1101111010•111•0=1~taanalin.1111.111.1.111200a6MMINNIr SURVEY DATA ALL TOPOGRAPHIC INFORMATION AND EXISTING WILITIS SHOWN ON THIS PLAN WERE carrAgeli 1.12014 BOUNDARY AND TOPOGRAPHIC SURVEY PRE:PM') BY BUSH , IQED AND H ITCH INGS INC. DATED 8/2 V85 JOB NO. 85157 AND FOSTORIA PARK SITE UTILITIES PLAN, DATED 9/9/85, J013 NO, 85184. 0 4" nyyruc DRAIN AROUND PERIMETER ,--OF BUILDING. SEE STRUCTURAL PIANS FOR DETAILS. TIGHTLINE TO CB #1 (0 PROVIDE 4 " ;.DS SLOTTED z---PIPE, 6"-12" BEI/OW BASE OF ROCK. DAYLIGHT AT ENDS OF /' ROCKERY. NOTE: c) C I c.) Ci ALL DOWNSPOUTS AND FOOTING DRAINS SHALL BE TTGHTLINED TO STORM DRAINAGE SYSTEM. CONSTRUCT MAX. 4' HIGH ROCKER? AS ----REQUIRED ALONG WEST SIDE OF BUILDING. ECOLOGY BLOCKS SHALL BE CONSTRUCTED 1/ IN LIEU OF ROCKERY WHERE THE HEIGHT EXCEEDS 4 . 0 ' . ECOLOGY BLOCKS 10 BE CONSTRUCTED IN ACCORDANCE WITH SOILS ENGINEERS REr-OnvIDIDATIONS AND GUIDF.IINES • • / • • 1 • • 0 111051- .. p, CONt`. F<ETA I N ING WAI L PER ARCI1 PI AN o CONC STEP-S-P_EILMCI S cX? ROCKERY TOP = 41.0 DDT.= 39.5 C-4 CONTRACTOR SHALE BE RESPONSIBLE FOR - COMPLYING WITH THE APPLICABLE COLES 0 -7---AND RECCIRFNENTS FOR DEP.OLITION OF //' EXISTING BUILDINGS ROCKERY ---%---ToP= 43.0 BOT= 38.0 YARD DRAIN RIM = 37.0 I.E.= 34.5 . , , , , „ , , „ \ . / // . . . 1/ EXIST. CB ‘s. --..- . , . -.7-\\ ,' RIM = 23.20 . . '. ./ 1.E. = 15.22 . . Y \ MATCI1 EXIST . A . C . PAVEMENT NEW ASPHALT PAVEMENT -- TYP ICAL ALONG EDGE OE EXIST. PAVEMENT 23.40 ROCKERY TOP = 29.0 BOT.= 27.5 YARD DRAIN_ RIM = 2o.0 I.E.= 23.0 21.45 (EXIST. 2"e7 --EXIST. DET. CHK r- EXIST. DITCH TO BE MAINTAINED /. .. 2:5 . . \ 0 \ 2 - ! - - -1- - _ - - P t 1 . i 1 16 L . F . 12" I . E . = 16 . 93 ' ....,....4 ,......_ EX. 04P CU EVERITT ■ •otti-77:47'..:71.- 22 I . E = 12 . - EX I ST . M EXIST. SAN.SEWEP L1 STIV2ION" • s /.41 It) 1.0 ---EXIST. 1'2" W.M. . . = 11.52 UIflU 44 IR: SS ■S • 01 ..3:=1 1=3 -• 24 -Th25 ..utVtits do. ••• 19 'SE XIS-1:-ST-61'. CUL R • ...7LE Y. IS T I.E.= STUB 21.00-] TUB 6, - 2" EXIST. RIM = 13.5t C0 1.E.= ----------- NN- -I.E.= 937 N\ 0% EXIST. EDGE - - • 4 41 ------ \S• OF PAVEMENT--..„ --- - - A ----- - - - - - - S. 433 V s EXISTING CONC. CULVERT 36" SD / .7e TO BE REMOVED 4" lo"ss I' ROCKERY AND BOOICGY BLOCK DRAIN INTO SWALE -------- ----- 36 "SD -- 4 CB #1 TYPE II - 48" W/RESTRICTOR OIL WATER SEPARATOR SOLID LOCKING LID RIM = 22,17 I.E.= 17.57 OVERFLOW = 20.50 EXIST.t.S. MB #M-10 RIM ?/)8.96 11.7 (10") 14,0 (6") / CONSTRUCT GRASS LINED SWNLE TO FILTER SURFACE DRAINAGE PRIOR TO ENTERING OIL/WATER SEPARATOR. MAX. WATER SURFACE ELEV. = 20.50 EXIST.. SS Mit #-11 RIM = 21.7± I.E.= 16.2 PROVIDE 3' WIDE BERM ALONG NORTH PROP. LINE. MIN. EL. GAS VAULT JULO 1 181 9 = 21.50 CITY OF TUKWILA APPROVED JUL 1 5 1987 AS NOTE F7777477.17771--- CITY OF TUKWILA I I"' I ei V E D //5(:&? ) 00 0) • _,_„ ' s-_ ; ; - • • 111111111111111111111111I1111111111111111111111111111111111WITIIIIIIIII 1111111111 IIIIIIIII 1111111111111111I11111111 1111111111111111111111111111111111111111111111111111111111111111111 10 11 MAI1E IN GUM/NY 12 0 16 714S Mt •• 1 '-) e- 3 ' 4 - 5 . 6 7 e 9 ::::416i.;t: If the microfilmed document is less clear than this 1 . , i ,h0te,,it.is due to the quality of the original document. 9( se ,1 ce :!:;*rl'''6'`&(Z'""-tb8-''''''6'r ' '''tiv --zi '6i 4( VI el: Zi ii.----61: 6, 6 L 9 S 9 111111111111Whd1 1! 1 hfillhillhilhillin141101111111111! dhil11ildITHIIIIIIIIIth fl!lp!11111611111111111,1111.1iiillinihnllilli111111114111111111111dItIlilililidliiiiiiIIIIIIIIIIIIIIII,11111111111111111111111111111111ifill • oc 6e. $3 Le 44417 STAPLES OR WIRE RINGS (TYPICAL) FILTER FABRIC MUD% MIRA?' 100X OR EQUAL 2' x 4' DOUG. FIR AT 4' O.C. 2" x 2" x 14 GA. wELDED WIRE FABRIC Ok EQUAL. ISTING DRIVEIANY RAMP OR SITE ACrJISS ROM EXIST. GROUND UM 2" TO 4" QUARRY SPA= OR CRUSHED A= MR SURFACtNG AS MOM. MATERiAL writ "FINES" IS NOT NOTES: 1. MACE 1' OF 3/40 1112" eIlL-mie) POCH OR PFA MAU. CN BM SIDES OF FENCE TO MATE A LW= SHAPE. 2. FABRIC SHALL COVER 2071124 OF 51' c d" TIMM kV =Et I'VeM ii LZITS OF THE MULL IN MOM tO MAXICAIN AN EXCE2S CATM,AP OF 2" HIN. AS Si *NN 1N TYPICAL OcSa-seCTICN. 1 il It o 1 q 1 i ,, 1 h e o i v Is 1 -ir • - - 14;NWMIX.VgittliWatOati 1: il *1 v ) v 000M. ,=, TM, 50' MINIMA umarit SRAM SE LENGIIMD AS NECESSARY TO raliptioalm2AL IS NOT TRACKED INTO TAE PUBLIC RIOWNAY, FILTER FAVRIC MATERIAL 2" x 2" x 14 G. W.W. 1" .- 11/4• WASHED GRAVEL oR PEA GRAVEL It RUM BOTWIK Or FILTER FABRIC MATERIAL IN 6" x:6" TRENCH • • Vicinity Map Legal Description THAT PORTION OF TRACT 48, RIVERSIDE INTERURBAN TRACTS, A ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 )F PLATS, PAGE 74, IN KING COUNIY, WASHINGTON, LYING SOUTH OF SOUTH 133RD STREET (W.W. BECK ROAD); AND THAT PORTION OF TRACE 18, FOSTORIA GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN voLum 9 OF PLATS, PAGE 95, IN KING COUNTY, WASHINGTON, LYING SOUTH OF SOUTH 133RD STREET ,w.W. BECK ROAD); TOGETHER VACATED 43R1) AVENUE SOUTH (L3QUIRF STREET) AD2OINING. itha:MECL-Fal,PULDIEUTAIJCilLIZQHMILEUtif 1. All limits a.:f clearing and areas of vegetation preservation as described on the plan shall be clearly flagged In the field and observed der 'no construction. 2. Al I required sedimentation/enesion control facilities exist be con- structed * and in operation prior to land clearing and/or other construction to Insure that sediment-laden water does not enter tho natural drainage systole. All erosion and sediment facilities shall be maintained in a satisfactory condition until such time that clearing and/or construction is cog:dated and potential for onesite erosion has passed. The implementation, eaintenance, replacement, and additions to erosion/sedimentation control systems shall be the responsibility of the permIttee. 3. The erosion and sedimentation control system depicted on this drawing are intended to ba minimum requirements to met anticipated site conditions. As construction progresses and unexpected or sseonal oondltions dictate, the penalties should anticipate that more ercielon and sedimentation control facilities will be necessary to insure complete sl Ration control In the proposed site. During the course of construction. It shaii be the obligation and responsibility of the pennittee to address any new conditions that may be created by his activities and to provide additional facilities, over and above minimum requiresonts, as may be needed to protect adjacent properties and water quality of the receiving drainage systas. 4. Approval of this plan Is for erosion/sediaeintation control only. It does not constitute an approval of stcrat drainage design, size, nor location of pipes, restrictors, channels or retention tacit !ties. 5. Any disturbed area which has been strlpped of vegetation and where no further work Is anticipated for a period of 30 days or more mist be immediately stabilized with muichIng, grass planting or other approved erosion control treatment applicable to the time of scar In question. Grass seeding alone will be acceptable only dur ing the months of April fl's.: September inclusive. Seeding may proceed outside the spec!! led time period whenever It Is In the interest of the per-mitt(); but must be a:lented with esuichIng, netting, or other treetment approved by the department. 6. Ml erosion/sedlalentation control ponds with a dead storage depth exceeding 6 inches it have a fence with a mlnimus height 0' 3 feet. 7, TEMPORARY CONSTRUCTION ENTRANCE ist'S t4A.X. WIER SURFACE EL' 19.95 4' " OUTLET L STPL.-TUPE TOP OF REPle EL. e, 20.95 t 8' GRAtiEL CONE . es 8.00 SEEPAM COLLAR FEE TEMP. °IMO' STRUCTURE DETAIL wrs 0.5' NIN. KEY PECK 111t0 SSALE 04S, GO.) SWALE CROSS-SECTION, AT ROCK CHECK DAM VALE StOPE 0-,5% .150' 5-101 . 100' >10% 50' , 1.0' MIN. -- jSUMP BERM Pea Criii17 DAM SHALL HE INsPecna) DAILY. AND OWNED siKEN'COLLECTED•.DEDIUS =EDS 1/2 or ITS DEPTH KEY ROCK rum SWALE 0.25' (MTN.) NOTE: ROM SR?LL SE 4" MIMS QUARRY PECK 1• ROCK CHECK DAM CROSS-SECT1ON ROCK CHECK DAM DETAILS NTS EXIST. CB RIM = 20.5-0 I.E. = 12.59 ••• • • • ••■ • .E..4 17.50 le MIN. EXIST. CB RIM = 21.7 -\ I.E.= 18.7 • SILTATION FILTER FENCE NTS 2" x 4" DOUG. FIR OR EQUAL CONSTRUCT MIRAFI FILTER - FENCE PER DETAIL CONSTRUCT TEMPORARY DITCH PER DETAIL TOW. DITCH DETAIL NTS I.E.= 34.0 EXIST. STORM MH N. RIM = 38.0 I.E.= 30.50 (IN) I.E.= 30.10 (OUT) CONSTRUCTION SEQUEWE 1. INSTALL TEMPORARY CONSTRUCTION S'NTRANCE. 2. INSTALL TEMPORARY CUTLET CONTROL STRUCTURES AT END OF 12" CMP INLET. 3. CONSTRUCT TEMPORARY "V" DITCHES AS SHOWN,ND INSTALL FIL"."ER FENCES AS REQUIRED. 4. PROCEED WITH GRADINK.; AND UTILITY INSTALLATION ACTIVITIES. 5. JJYDROSSED SLOPES AND OMER EXPOSED AREAS OUTLINED IN -----"EROSION/SEDIMENTATION CONTROT NOTES." INSPECT AND MAINTAIN ALL EROSION CONTROL FACILITIES AT 3 REGULAR INTERVALS. CLEAN AS REUIRED. TRAPORARY POND CALCULATIONS VOLUME REQUIRED 2.19 AC X 1815 CF/AC = 3975 CF VOLUME PROVIDED Barmy! AREA POND = 2250 SF TOP AREA POND = 2916 SF AVG. DEPTH - 1.75 voLumE (2250+2916) 2 • •• • , , I CONSTRUCT RICK CHECK DAM PER DETAII • • • • • • • • • ) • • _ 01\ \t'z. „D\ 0. TEMPORARY EROSICVJ.SEDI'iqFl17,r\TT-tZ--- CONTROL POND MAX. W.S. EL = 19.95 /' X 1.75 = 4520 CF I" =301 • • \ \ \ \ \ ----\,- ,- , \ \ \ \\ \ , \ . :-' \ \ \ \ A \ \ \ t. \ \ \\ \./\ \ \ \\\ - \\ \\ \ \ \ \ "WI\ . \ - 2 ,,,.., \ \ \ COWTRUCTION---- 'N, . - \ 1 T. 1t1TRANG _ .1)ER <■ \"\*\ DETAIL .., • .. 44--............_ . • • • • 0 1. RIP-RAP PAP z 7, // CUISTRUCT DETAIL /' EXIST. CB / RIM = 23.20 I.E.= 15.22 • 1' 7 TEMPOP: PER r . EXIST. F.H. EXIST. 227 LS 30" (MP - EXIST. DET. CHK I.E.= 12. EXIST. W.M. EXIST. SAN.SEWER LIFT STATION XIST. 1E =11.04 1E11.52 lo"ss • ••••5------ Jo.' S 5 O. EXIS CUVERT fw • I= •EXIST. S.S. MH RIM = 13.51 I.E.= 8.9± EXIST DRAINAGE DITCH TO BE MAINTAINED 0 4Ir Se 1 33ed Ste 4" G -36"SO ----4" P/T xs, , 6) , GL ' , , To. f, ,, ..-. , , s , #1 ,, N ;? s, I?) 9 37 NN , ' . e'.- • - ,',•--••:-. , •Ci,..:''",?..w.,;\ 70-,,,A :". '..-'i;,...-'1.Z :' •.- • ,.:1-...,-if '.'.^''.... '2-,,..:.::,',1 1. `'1j' \ :o. '.•,.;.!' '', 'r''''....‘ '.+%%-" . `,•‘.. ' -,':f ,•5'.; / '.''...CP ' 'Z.., : • I 1111111111111111111111111111111111111111111111111111111111111111111111 1 1 111111111111111 11111111111111111111111111111I111111111111 11111111111111!11111111111111111111111111111111111111111 2 3 EXIST. S.S. MH RIM = 18.96 I.E.= 11.7 (10") I.E.= 14.0 (6") CONSTRUCT MIRAFI FILTER FENCE PER DETAIL ---EXIST DRAINAGE DITCH TO BE MAINTAINED GAS VAULT JUL 071987 JUL 07 0,•••••,, 1XGEND -of- PROPOSED DRAINAGE PATTERN EXIST CONTOURS TEMP CONSTRUCTION ENTRANCE MIRAFI FENCE EXIST PAVEMENT EXIST DITCH CULVERT TEMPORARY DITCH CITY OF ROO APPRO\1F.0 JUL I. 5 1987 AS NOIED „ 9 10 11 MAN INGERMANY e 5 6 7 8 If the microfilmed document i8 less clear than this . . _ .0) it is due to the quality of the original document. oc Ud Le 9e ge OL 6' • 8 9 s e 'a; t 0 h11111111;111111111111d11111111111111H1111111111111111111111111111111111116111111111111111111111111111111111111111111111111111111111141111111 111111111111111111111111111111111111111141111111111111111111111111111111;1111111111111111111111111161111111111111111ffilhdlIIIII11II11111 . . , Nis • . . • .,•' • 4991: sTOR MAI NNE-EVILS: 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION N PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, 1981 EDITION (APWA) AND CITY OF TUKWILA STANDARDS AND SPECIFICATIONS. 2. Die CONTRACTOR IS SOLELY RESPONSIBLE FOR ThE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE SITE. 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT IN-PLACE ALL UTILITIES AND/OR STRUCTURES, WHETHER SHOWN OR NOT SHOWN ON THIS PLAN. DAMAGE DUE TO CONTRACTOR'S OPERATIONS SHALL BE REPAIRED AT THE CON- TRACTOR'S EXPENSE. 4, PROVIDE AND MAINTAIN TEMPORARY FILTER FABRIC SILT FENCE TO INSURE SEDIMENT-LADEN WATER DOES NOT LEAVE THE PROJECT SITE. THE FACILITIES MUSE BE IN OPERATION PRIOR TO CLEARING OR OTHER CONSTRUCTION AND DE MAINTAINED UNTIL CONSTRUCTION AND LANDSCAPING ARE COMPLETED AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. AS CONSTRUCTION PROGRESSES AND EXPECTED (SEASONAL) CONDITIONS DICTATE, MORE SILTATION CONTROL FACILITIES MAY BE REQUIRED TO INSURE COMPLETE SILTATION CONTROL ON THE PROPOSED PROJECT. THEREFORE, DURING TPE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THe DEVELOPER TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES. 5. ALL TYPE i CATCH BASINS SHALL BE PER APWA STANDARD PLAN NO. 52 WITH APWA TYPE 60A OUTLET TRAP AND APWA STANDARD PLAN NO. 49 FRAME AND GRATE. 6, ALL REQUIRED STORMWATER RETENTION/OETENT/ON FACILITIES MUST BE CON- STRUCTED AND IN OPERATION PRIOR TO PAVING AND BUILDING CONSTRUCTION UNLESS OTHERWISE APPROVED By THE DEPARTMENT OF PUBLIC WORKS. 7. THE BACKFILL SHALL DE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS, WITH A LOOSE AVERAGE DEPTH OF SIX INCHES (6"), MAXIMUM DEPTH EIGHT INCHES (8"), THOROUGHLY TAMPtN EACH LAYER. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS EXCAVATED FROM THE TRENCH, EXCEPT THAT ORGANIC MATERIAL, FROZEN LUMPS, .OR ROCKS OR PAVEMENT CHUNXS MORE THAN SIX INCHES (6") IN MAXIMUM DIMENSIONS, OR OTHER UNSUITABLE MATERIALS SHALL NOT BE USED 8. ALL STORM DRAIN PIPE SHALL BE CONCRETE RUBBER GASKETED ASTM CA14A2 OR ASTM CA76.II OR 16 GA. GALVANIZED STEEL og 16 GA. ALUMINUM HELICAL CORRUGATED METAL PIPE. STEEL OR ALUMINUM Oft SHALL HAVE WATERTIGHT CONNECTING BANDS COhfORMING TO THE REQUIREMENTS OF APWA SPECIFICATIONS SECTION 60-302G2. STEEL PPE SHALL RECEIVE TREATMENT 1 ASPHALT COATING INSIDE AND OUTSIDE, OR BETTER. 9. BEDDING FOR RIGID PIPE (CONCRETE OR IRON) SHALL BE CLASS "B" PER APWA STANDARD PLAN NO. 62 (PEA GRAVEL FROM FOUR INCHES (4") BELOW PIPE TO SPRINGLINE). BEDDING FOR FLEXIBLE PIPE (CORRUGATED METAL OR PLASTIC) SHALL BE CLASS "F" PER APWA STANDARD PLAN NO. 62 (PEA GRAVEL FROM FOUR HES (4") BELOW PIPE TO SIX INCHES (6") ABOVE PIPE). TRENCH WIDTH S'ALL BE 40 INCHES MAXIMUM OR 1 1/2 TIMES PIPE DIAMETER PLUS 18 INCHES, WHICHEVER IS GREATER. BACXFILL SHALL BE PLACED IN SIX INCH (6") LAYERS COMPACTED TO 95% MAXIMUM DENSITY, 10. EXTRUDED CURB SHALL BE BONDED TO THE ASPHALT SURFACE WITH AS EPDXY BONDED AGENT SUITABLE* FOR THAT PURPOSE. PLACE 18 INCH, 14 AEBAR AT 8P-011.0.C. 11. IN ALL AREAS, OTHER THAN ROADS, WHERE CONSTRUCTION 'REQUIRES THE REMVAL OF SOD, ETC., THOSE AREAS SHALL BE HYDRO-SEEDED WITH RYE GRASS FOR THE PREVENTION OF ON-SITE EROSION. 12. ALL PIPE SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION ACCORDING TO WASHINGTON STATE SPEC. 7-02.3(1). THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP 07 THE FOUNDATION MATERIAL, 'AS WELL AS PLACEMENT AND COMPACTION O' REQUIRED BEDDING MATERIAL TO UNIFORM GRAPE SO THAT THE ENTIRE LENGTH OF THE PIPE' WILL 4 SUPPORTED ON ,A UNIFORMLY DENSE UNYIELDING BASE. IF THE NATIVE MATERIAL IN THE BOTTOM OF THE TRENCH MEETS THE REQUIREMENTS FOR "GRAVEL BACKFILL FOR THE PIPE :BEDPING" THE.FIRSTELIFT OF PIPE BEDDING MAY BE OMITTED PROVIDED THE MATERIAL IN THE BOTTOM OF THE TRENCH IS LOOSENED, REGRADED AND COMPACTED TO FORM A DENSE UNYIELDING BASE. . 13.' STRUCTURES SHALL NOT BE PERMITTED WITHIN 10.00 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE PIPE(S), OR 15.00 FEET FROM THE TOP OF THE CHANNEL BANK. 14. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE DEPARTMENT OF PUBLIC WORKS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY, CURRENTLY THE CITY OF TUKWILA DEPARTMENT OF PUBLIC WORKS, 15. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 16. ALL DRAINAGE STRUCTURES NOT ON PUBLIC RIGHTS-OF-WAY SHALL HAVE ROUND, SOLID-LOCKING L IDS, UNLESS OTHERWISE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS. 17. ALL ROOF DRAINS AND FOOTING DRAINS SHALL BE TIGHTLINED TO THE STORM DRAINAGE SYSTEM. ' 18. ALL SPOT ELEVATIONS SHOWN ON PLAN ARE TO TOP OF PAVEMENT, UNLESS OTHERWISE NOTED. 19, THE FACES OF CUT AND FILL SLOPES SHALL BE PREPARED AND MAINTAINED TO CONTROL AGAINST EROSION. THISCONTROL MAY CONSIST OF EFFECTIVE PLANTING. THE PROTECTION FOR TIE SLOPES SHALL BE INSTALLED AS SOON AS PRACTICABLE AND PRIOR TO CALLING FOR FINAL APPROVAL. WHERE CUT SLOPES ARE NOT SUBJECT TO EROSION DUE TO THE EROSION-RESISTANT CHARACTER OF THE MATERIALS, SUCH PROTECTION MAY BE OMITTED. 20. SEE ARCHITECTURAL SITE PLAN FOR DETAILED INFORMATION AND DIMENSIONS RELATED TO CURB RETURNS, PLANTER DIMENSIONS, SETBACKS, PAVEMENT EDGE LOCATIONS, ETC. 21. ALL EXISTING UTILITIES SHOWN ON THESE PLANS WERE OBTAINED FROM A FIELD SURVEY AND FROM AVAILABLE PUBLIC RECORDS. CONTRACTOR SHALL BE RESPON- SIBLE FOR LOCATING ALL UTILITIES WHICH MAY CONFLICT WITH CONSTRUCTION, WHETHER SHOWN ON THESE PLANS OR NOT. ENGINEER DOES NOT WARRANT THAT ALL UTILITIES HAVE BEEN SHOWN. 22. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE TELEPHONE COMPANY, THE GAS COMPANY, THE POWER COMPANY. AND THE CARLE TV COMPANY PRIOR TO CONSTRUCTION SO THAT THESE OTHER UTILITIES CAN PREPARE THE NECESSARY PLANS FOR THE EXTENSION OF THEIR RESPECTIVE UTILITIES IT : SHALL BE THE CONTRACTOR'S RESPONSIBILIrer TO COORDINATE THESE ACTIVITIES. 23. TH CONSTRUCTION SET OF DRAWINGS FOR THIS PROJECT INCLUDE A TOTAL OF .4 SHEETS. GENERAL NOTES AND DETAILS 'PROVIDED THROUGHOUT THE DRAWINGS SHALL APPLY TO ALL SHEETS AS APPLSOABLE. SPECIFICATIONS QR DETAILS PROVIDED ON ONE SHEET MAY APPLY TO OTHER SHEETS EEE*mEEE.,,ETEEESESEWEEEA-.... WOISIMIZINSONNOMIDOWIIIIIMICANd14144. FRANE 6 LADDER OR SUPS DFFsET, SEC NOTE 4 FRA' ( a CAM EL EvATION PER k,ANS OVERTI.ON c,:&" in It_ ELS% TO prone orti..vnum 011. SEPARICTION ELEV1 20.5 PIPE SUPPORT WRIT RIM:22.17 - RoLN!. SA)....C., COVER MARKED "DAMN" WTI, LOCKING cool UNLESS O,-LNYISE APPROVED $ Y ENS,ItEER MAIL AS -CRAW- 20Ct.i CAPACITY SLAM *MEN DATE 0:1 OCr*N airet To sTANCA/ko cAtvatorto stql. 00 ALULTX0111 LADDENSTEPS. NOTES CLEAIKA,IT GATE a A. SHEAR COE, IRON BODY wosge eto.oLywric FOY. WM OR, B. 'LIFT GATE, NO. C/C/1-14, CeaSCADE :=OLVERT INC., ON C. OTTO: ii■EVICE APPROVED 0:41+8:E0. INVERT tt..617.61-iar--- RESTRICIUT PLATE *ON MIKE A .•' SPECAED. NOT NEEDED IF ONLY Ft NT OIL POLLUTION CONTROL. 3.0" 0 NVEWT EL.* 0%47 , PIPE SIZES 1 SLOPES, PER PLANS 3 4. OUTLET CAPACITY NOT LESS MAN COMBINED INLETS METAL PARTS A. CORAOSON REVSTANT OR OAL■ANtZED OR ALumiNum TYPE t 8 IF GALANIZED STEEL PIPE, HAVE I.44.T TREATMENT I FRAME 1 LADDER OR STEPS OFFSET SO A ctlAmour GA1E o3 VISIBLE FROM TOP 8=CLITATIDOAN SeACE IS CLEAR OF RISER CLEANOUT CATE C. FRAME IS CLEAR Cf CURS STRUCTURS. SMALL It A TYPE CATCH BASIN MINIMuM, FLOW RE$TRtCTOR OIL POLLUTION CONTROL DEVICE N'tS 4 50 410 30 20 9" TOP OF CURB AT DRIVEWAY Ex7RupEpguRt_ aipETAL, NTS BACKFILL WILL BE COMPACTZD USING NATIVE SOIL OR SELECTED MATERIAL AS DIRECTED BY THE ENGINIMR. CONNNECrION TO DRAIN TO BE MORTARED AND MADE. FLUSH WITH INSIDE WALL. JOINTS TO BE IN ACCORDANCE W1Th STANDARD SPECIFICATIONS. DOWNSPOUT TIGHTLINE TO YARD DRAIN NTS P-1 CO N CNI 11.4P 4 tiettl$Gazei OOP 0a811.1TY WM* C.44WHIAtION:; g*=,114., '94/4. it* • /=4141 .1=141111710 oaf We At mit Mt pentleit 144) Foss% Two WI Oubest*Ot CR:Wel 8110131U. FOR OPIUM OR strut • sco,tpos.itta) , dot* op uPe1T1,11efiED easql o MOVIE IOUs! 0 40 30 20 0 30 1 60 90 120 150 180 NEW GRADE 1 1 210 240 270 ON B i"= 10' VERT. : 1"= 30' HORIZ. t-- 300 330 W 360 ./fiTirrrotimIT 3 E BLOCKS 1 FT. EMBEDMENT 1:5 (11:V) BATTER 5' HIGH WALL - GRADE, TYP. BLOCK, TYP. 4 E BLOCKS 1 FT. EMBEDMMT 1:5 •H:V) BATTER N GRADE, TYP. r-I 4" ADS SLOTTED FOOTING DRAIN (TYP.) 7' HIGH WALL ' ---W1111FATIT711E41177 CITY OF TUKWILA APPROVED JUL 1 5 1987 1;) nut LAI --17P7715FP,..7r7-73-7"- JUL 0 tr )01 EXIST, PAVEMEET 0 5 E FLOCKS 1 FT EMBEDMENT 1:5 (H:V) BAUER -r 30 60 90 120 150 180 210 PLAN VIEW OF BOMA COURSE 1EVERY OTHER BLOCK IS PLACED Wm THE SLOPE) 1"= 10' VERf. : 1"= 30' HORIZ. 9' HIGH WALL ECOLOGY RETAINING WeitIMETP$1114$ • ,,,,„ •-•.• „ • 111111111 1 111 I 11111/1111111111111111111111111111111111;1111111111 111111 1 11111111 1111 1111111111111111 1 I 11111111111111111111111111111111111111111 111111 • N.T.S. - - , • ' EE..! 1 '7 0 14 7115 INC.,. 2 , 4 5 6 . 7 8 9 10 11111111111111111111 11 manE IN 41-11MANY 12 (*),TOC It the' ilt.crofilmed docuffieht is less clear then this it 13 due to the quality of the origins' documeht. o u<, Le ye sz 9e ce, s 9 C hildmikidomIrddmillmh011uOumhwhomb(oni111161nillindmihiliJmn111,101111111416dm!111d14.1)1.11p01111641!h.1411011110..m011.401116.1.1■1641111111111111dimhI1111111411i111,HIllid . . . • . . • , . ' s • s • " , • . - • • ," „ • ' E,.,EEE,EEEEEEEEE-E.EEEEEEEEE,Et.EE,EEEE.:EEEEEIEEEE-:.EEEEEEoEErEEEEEMEAEtamEEI.EEEEEOEEOEEEIEWE-ENEMMESWEEEEEAtMEEEpvEEEEEEEEENEEEEE. 1' 9 • 4941! Y,f,Ir '1L/ s .N• k!' sT S I - -S . 1. (35TH T. St sI. Th ST r •0 Pt. 1"1.:n Lai, 1: Vicinity Map 4 1.51"41 Legal Description .,41,.1 Al/ it 'ri-iA'r PORTION OF TRACT 48, RIVERSIDE INTERURBAN TRACTS, A ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON, EYING SOUTH OF SCYJTIH 133RD STREET (W.w. BECK ROAD); AND THAT PORTION OF TRACT 18, FOSTORIA GARDEN TRAC"S, ACCORDING TO THE PLAT THEREOF REC"OR:1ED IN VOLUME 9 OF PLATS, PAGE 95, IN KING COUNTY, WASHINGTON, LYING SOUTH OF SCUTU 133RL' STREET (W. W. BECK ROAD); TOGETHER WITH VACATED 43RD AVENUE SOUTH (SCUIRF STEEL":') ADJOINING. (SIN • ,1 y&gg NOTES: 1. ALL WATER LINES SHALL, BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF TUKWILA STANDARD SPECIFICATIONS. 2. MINIMUM COVER FOR WATER MAINS SHALL BB THREE FEAT. 3. ALL WATER LINES SHALL BE CEMENT - LINED, DUCTILE IRON, CLASS 52. 4. ALL FITTINGS SHAW. BE CAT IRON OR DUCTILE, WITH FLANGED OR MECHANICAL JOINT CONNECTIONS, AND BE OF THE SAME THICKNESS CLASS AS THE PIPE USED. 5. ALL WATER LINES, SERVICE LINES, AND FIRE LINES SHAIL BE TESTED IN ACCORDANCE WITH THE CITY OF TUKWILA STANDARDS. 6. FIRE HYDRANTS SHALL BE CONSTRUCTED PER STANDARD DETAIL W -3, 7. WET TAP TO EXISTING WATER MAIN SHALL BE COORDINATED WITH CITY AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. ' 8. ALL WATER METERS AND SERVICE LINES SHALL BE INSTALLED PER CITY OF TUKWILA STANDARDS AND SPECIFICATIONS. 9. ALL PIPE FITTINGS AND VALVES TO BR LISTED AND LABELED BY U:L. FOR FIRE SERVICE; INSTALLED, TESTED AND FLUSHED AS SPECIFIED BY NFFA STANDARDS NO. 13 AND NO. 24. PROPERLY COMPLETED CONTRACTOR'S MATERIAL AND TEST CERTIFICATES ARE TO SE PROVIDED TO WASHINGTON SURVEYING AND RATING BUREAU AND THE CITY OF TUKWILA. (In •At(1 i11f 1.011' R4A.IR COI INN 111 1 R1 • 1 /4• 14.4014 loss ICWTAbt to L'MV$ 00 fart Hot *LC aONtte III 1 W l SAf1 4II II. 1IL10119 ILM444 %UM CMC4 MLf1 $.$.4.S MNAC4E$ AS 11005•CK11CT11t• 140MA11011. WOW 1140 .M.( IS 410.1W if Ai11C101 /.,,1 UU$ *INN 1 01 '4 44111011.1 0T0 40.461 1'... /00. alga. II: .I Wt.K(( IR 1 ILL ,oi Itl14N11111 III (Ts 1RI aC.tfy1 1R 11111 144. SMU/t WIN WIN S) EXIST. F -If. N.T.S. NOTE: 10 "D.1. •Ant 11 •IN .445 11,lIK 11111 V41, .YI eln ISI.ID'AS 1.y tli'"n 4 /AMa u aitsowNe M IV SIN WI. 11 419 SOG'la I5 4/(t 0/Nip 41 1111■IN 04010 11 NI4411 0•0E411. 11 1r RWAM( MAIL K 150.1014 /OA rp�At1 DANA. ♦$ I1fI1[1 10 laie�! it veal. 41 0:0110111 SSW ImAct rA1( A t4. 1 40• ST111 11A1Cn a Two 1' 1 1' snit Allito 09083 (PIP( ILK. Itt, I441i, ae MO41 '10011044 IGS1011U - -10 "D.I. , JTAR SEI0 1i11 St 1. ALL SANITARY SEWER CONSTRUCTION SHALL BE IN ACOOFY?ANCE WITH THE VAL -VUE SEWER DISTRICT'S STANDARD SPECIFICATIONS. 2. ALL PIPE USED FOR CONSTRUCTION OF SIDE SEWER SHALL CONFORM TO PVC SDi-35 AND TI# REQUIRENEHTS OF ASTN D-30 34 -73. 3. MINIMUM SLOPE FOR 6" SIDE SEWER SHALL BE 2.00. 4. MINIMUM DEPTH OF COVER FOR 6" SIDE SEWER SWILL BE 18 ". 5. ALL CONNECTIONS SWILL BE WIDE WITH RING TITE JOINTS. 6. CONTRACTOR SHALL OBTAIN REWIRED SIDE SEWER PEFAIIT FRO11 THE VIAL -VUE SEWR DISTRICT PRIOR TO CONSTRUCTION. WEIGIi'1'ED CETFX:TOR TYPE CHECK VAI,VE 13' 1:48X11 D4:4 .MK Or'PItt W .110 41 LUt1 n0 /S 0111(118 1.4 SW M01( �w It11I(0 sun ao. 1117 "i R1 GAR MlittIAR alien TIM ITT 1* PIT 00 ;,!(RTES: PIPE IA . /'L•IT'Ci' lk MIN.6 ", 3 -WAY, FIRE DEPT. PUMPER CONNECTIO _SPRINKLER DESIGNER SHALL DETERMINE ,.A T1AL SIZE OF DOUBLE: CHECK VALV AND NOTIFY ENGINEER IF SIZE AS SHOWN ON THIS PLAN NEEDS TO BE REVISED•, EXIST. CB RIM 20.50 /' I.E.= 12.59 0 I.E.= 12.3 -- F '1 1LT'. lA;. 4 7LIo 01 (CL..52) EXIST_'. SAN . SE'i !'. LIFf STATION - -' -- - EXIST. DIET. CHK i I'V' AST• 1' - -2" w'. M. I . 11E�"2 EXIST. 227 f,TL 30" ( D 10' MIN. J \ `EXI-?1`. .S. _NIT? o:., RIM,_ ...�3.5^. -4 I.E.= 8.9} 1 O ". 'NET- `L' -,P PER CITY STDS. 1 -1011 GATE VALVE (MJ x 1.E.= 9 '7 INSTALL: 1- 10 "45° BEND MIXFL) CONC. BJKING 0-- EXIST. CB ♦ . RIM : 23.20 I.L'.= 15.22 1 :' :1ST. CIS" 1.1:.- 18.7 y " "ENERAI NOTES: I. ALL EXISTING UTILITIES SHOWN ON THESE PLANS WERE OBTAINED FRCN A FIELD SURVEY AND FROM AVAILABLE PUBLIC RECORDS. CONTRACTOR SHALL BE RESPON- SIBLE FOR LOCATING ALL UTILITIES WHICH MAY CONFLICT WITH CONSTRUCTION, WIETHER SHOWN ON THESE PLANS OR NOT. ENGINEER DOES NOT WARRANT THAT ALL UTILITIES HAVE TEEN SHOWN. 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE TELEPHONE COMPANY, THE GAS COMPANY, THE POAER CCFIPANY, AND THE CABLE TV CC PANY PRIOR TO CONSTRUCTION S0 THAT THESE OTHER UTILITIES CAN PREPARE THE NECESSARY PLANS FOR THE EXTENSION OF THEIR RESPECTIVE UTILITIES. IT SWILL eE THE CONTRACTOR'S RESPONSIBILITY TO COOFOINATE THESE ACTIVITIES DURING GONSTRLICT ION. ltllt re 11ATJt i0 !j( Amonso 71111( T110 COATS Of "AWS /0LF1lt' riff nut. (LOSS. twangs TO AE NNftuA 1A•t',eis 0i PCTOSMITS TO CO4FOAN 10 A.K.W.A, iftCIfICATICr1j C 34F -S4 It! ftf04liCOVACSS7 ,e MO OVAL tq4 t -Plgct WAR. SPA. 0TAAANG Tat Ail' AT ME GADU1P LIT! Of M(M/MIIS MARL O?gOSN TO CITY 01100014OR SILT. -+. it1RLN 10 TACT SMUT OA AS 01AEC110 ST VIAL OSPNITNV►4T. with PAClos�T itoult AFSFaM6ta;LlrAolrs *Hem. 10 A •NAICAS o► OIL. 011. Mgt-AVM f4MLL INK 101 LOSS l W NO "C' AIM COLS: Tt2 4Yf0A StaN Sack'. Nowt A MASS SLEEK. To TO CCIHSSu OIIAVIL pit CR178NE Rocs it Io Ivry • • A. trIG N4S fl W.1. AE EQJlff(p ulm The PUf€A 0ISQMACI FOOT M 0h0.L root Ar N,f.T. MATS MO 4.00 t'" N.S.T. t'IIa1M11'S St(a4.L NAK A S" N.J. 100104 1. GTIONi011 OP01 -LIFT MYR OPINING( 1a/T. SHALL OF RESIGOO FM A 41" 14AT ANO CON•ECTION MAD SU4' G0M YKV[ CM'1NING, P(* OISaWI(a PORT. LULL NLYt IU A1WK OWE ltKl rQ !404 0. 10 K U.L. IWPRQWo APO PARE A T" OP0AAT110G Wt. 4'. 1I" TOP l$CTION CAST 111011 YALK ,WIN WIlIl SLIDING ton4lslc, (Alai woos). o. 1 • C?.5T 19011 TEE - M.4, t N.J. A F.L. 1. 2-31w COATED MCC 14001.0 0005. G. t CT - 1:1:6: 0:NC. NIA POUT IN $►ACE TO BLOCK MNIHTAIN CL 1.).N4CE FOR DOLTS. 11. NNCR•ed INStALLATIaa TO 0t PCA THIS sTArtU:00 PWN N1O AEQU114004TS OF 11.ku1LA MJ'IICIPAL OAR 14.14 AAf. CI TT OADIt.ANC't afT4. STD. HYDRAN ! DETAIL AIL EXIST. F.H. • • • NTS INSTALL 1 -5/4" M.V.O. HYDRAbh : ACC. CONC. BI_O:KING 4 ,• • • • • •• I.E.= 34.0 • • • • EXIST. STORM Nlf ? R?IM =- 38 -0 I . E.: 30.50 UN) E'. 30.10 • t • ••1 0 N SURVEY DATA: ALL TOPOGRAPHIC INPORW T:IUN AND ►EX'S FANG 1.7'1 IL,1`I'I`r.5 SHOWN ON THIS PLAN WIDE OBTAINED FROM BOUNDARY ANP"' TOPOGRAPHIC SURVEY PREPARED BY BUSH,ROED,AND fil':'C'IJI.NGS INC. DATED 8/26/85 JOB NO. 85157 AND FOSTORIA PARK SITE UTILITIES PJJN, DATED 9/9/85, JOB NO. 85184. / 1 / I v. ti // • // l //// ///// // . \• //AIL{, 1-8" 90° END ;MJ- L) 1 -8 "XC" I IJCEI: CONC. B::.00 INC ///, o , /17/2 2" •••••••44.rt T 1" = 30' LEGEND PROPOSED SANITARY SEWER 1..1.1NI', 10° SS--- EXISTING S T.J. SEW. LINE W/ EXISTING CONPOJES w I :XIST.ING WP TER LINE L •• • • ♦• • • PROPOSED WATER LINE W/ PROPOSED FIRE HYDRANT ASSEMBLY 1 EXISTING ASPHALT 1'AVENEE:I' EXIST. 6" SIDE SEWER '1'O BE ABANDONED 24.0 .= 20.0 • • EXIST. SIDE SEWER STUB TO BE CAPPED I.F.= 16.5± LEAN OU`f U E.= IP.00 XIS; SAN. SEWER STUB,/ R.= 15.5 ± . CONTRA (f DR d• -RIFY EXIST) INVERT,' tOR TO CQNSTEUCIION./INSTALL TEE AT ENDj °OF - ST9, ANTJ- END 6" PVC SIDE SEWER AS •..N, AD3UST_RINl TO GRADE • • EXIST. ASPHALT PAVED ---� I I i ,)i2- ._ 2 I.E.= 16.92 . -. 28612 10 "D.I. (CL. 52) - .. S 89', 52 ,1 )21J?10 "D.I.(CL.3). SS 385.97' - N' X1aTS tp 31 17 48 w 50LF 10'1D.I. STUB S. 133rd St. / Q /_ 36 "So 4 -- G G - INSTALL -_ / .I,R•B "X6" `iIa�D1JxL'I.,) 1 -6" GAPE VALVE (M.JXFL) 5 LF h" D.I. EXTENSION 1 --5/4" M.V.O. HYDRANT G ACC. 2 -3/4" COATED STEEL SHACKLE RODS CONC. BLC)CKING P/T EXIST. S.S. MH #M-1\ I� �r.t. / RIM = 18.96 11..7 (10 ") \ 1- 10 "X8" TEE (MJxFL) 140 (6 ") CONE . BLOCKING -- INSTALL - -' - - -- -.... --- -•- - - 1- 10 "X8" TEE (MJK L) 1 -8" GATE VALVE(M7xFL) CONC. BLOCKING EXIST. SS all! 4M -11 RIN1 = 21.7± I.E.= 16.2 INSTALL: 1- 10 "X6" TEE (MJxFL) 1 -6" GATE VALVE (i'UXI -'L) 5 LE 6" D.I. EXTENSION 1 -5/4" ;`I.V.O.HYDRAN'1` '4 ACC. 2 -3/4" COATED STEEL SHACKLE RODS. 1-10" CAP CONC. BLOCKING G CITY a c: H 1. ri w F Azt M'V cc otc orc 11 0 w w 0 cr 10"SS JUL 1 5 1987 H,1 ITUlcu ` 4 • 1111111111111111lI� 1111 11111 111111111111111111111111111111111l1 111111111 111 1111111 1111111111111111111111111111111111.1 2 S. 6 7 0E: (1(' fll.' GZ 1 1111111111(1111111 !1In11111!11111 11111 If the microfilmed document is less clear than this -' t t' ,. -,t•' r r,' ♦ .1 Cal 11 111111111111 111l111I1 111111111111111111 111111111111111111111111' 8 9 10 11 MADE 111 C PMAN,. 12 nc5t if!e) it is ' due to the quality of the original document. -.,.,. , ..: A ..,... ... .. . � :�, ��i✓ 9Z hz CZ' ,2,� -I�• n�.,.,.�I._ .:."��.... Gl 9t �t tit eE Zl a 6, .,...�,: 4 9 9 a t; Z t W,4 CI 11! 1111 11! 111411111411111'inilnnl111111111111111iu11ri111111 I11111111I111111111I111111! 11I111111111II! 111111111111111IIIn11111Ph11111111I1111111n111111111IIn111111ii111111111I1111111111n1111J1 1111111J1111114111111n1n11in1111111111 111 I1111.111 :1 •I Y-r- ' cSz' CO Oil Wm N / a 1. I.1. CO 02) 1�� '10011044 IGS1011U - -10 "D.I. , JTAR SEI0 1i11 St 1. ALL SANITARY SEWER CONSTRUCTION SHALL BE IN ACOOFY?ANCE WITH THE VAL -VUE SEWER DISTRICT'S STANDARD SPECIFICATIONS. 2. ALL PIPE USED FOR CONSTRUCTION OF SIDE SEWER SHALL CONFORM TO PVC SDi-35 AND TI# REQUIRENEHTS OF ASTN D-30 34 -73. 3. MINIMUM SLOPE FOR 6" SIDE SEWER SHALL BE 2.00. 4. MINIMUM DEPTH OF COVER FOR 6" SIDE SEWER SWILL BE 18 ". 5. ALL CONNECTIONS SWILL BE WIDE WITH RING TITE JOINTS. 6. CONTRACTOR SHALL OBTAIN REWIRED SIDE SEWER PEFAIIT FRO11 THE VIAL -VUE SEWR DISTRICT PRIOR TO CONSTRUCTION. WEIGIi'1'ED CETFX:TOR TYPE CHECK VAI,VE 13' 1:48X11 D4:4 .MK Or'PItt W .110 41 LUt1 n0 /S 0111(118 1.4 SW M01( �w It11I(0 sun ao. 1117 "i R1 GAR MlittIAR alien TIM ITT 1* PIT 00 ;,!(RTES: PIPE IA . /'L•IT'Ci' lk MIN.6 ", 3 -WAY, FIRE DEPT. PUMPER CONNECTIO _SPRINKLER DESIGNER SHALL DETERMINE ,.A T1AL SIZE OF DOUBLE: CHECK VALV AND NOTIFY ENGINEER IF SIZE AS SHOWN ON THIS PLAN NEEDS TO BE REVISED•, EXIST. CB RIM 20.50 /' I.E.= 12.59 0 I.E.= 12.3 -- F '1 1LT'. lA;. 4 7LIo 01 (CL..52) EXIST_'. SAN . SE'i !'. LIFf STATION - -' -- - EXIST. DIET. CHK i I'V' AST• 1' - -2" w'. M. I . 11E�"2 EXIST. 227 f,TL 30" ( D 10' MIN. J \ `EXI-?1`. .S. _NIT? o:., RIM,_ ...�3.5^. -4 I.E.= 8.9} 1 O ". 'NET- `L' -,P PER CITY STDS. 1 -1011 GATE VALVE (MJ x 1.E.= 9 '7 INSTALL: 1- 10 "45° BEND MIXFL) CONC. BJKING 0-- EXIST. CB ♦ . RIM : 23.20 I.L'.= 15.22 1 :' :1ST. CIS" 1.1:.- 18.7 y " "ENERAI NOTES: I. ALL EXISTING UTILITIES SHOWN ON THESE PLANS WERE OBTAINED FRCN A FIELD SURVEY AND FROM AVAILABLE PUBLIC RECORDS. CONTRACTOR SHALL BE RESPON- SIBLE FOR LOCATING ALL UTILITIES WHICH MAY CONFLICT WITH CONSTRUCTION, WIETHER SHOWN ON THESE PLANS OR NOT. ENGINEER DOES NOT WARRANT THAT ALL UTILITIES HAVE TEEN SHOWN. 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE TELEPHONE COMPANY, THE GAS COMPANY, THE POAER CCFIPANY, AND THE CABLE TV CC PANY PRIOR TO CONSTRUCTION S0 THAT THESE OTHER UTILITIES CAN PREPARE THE NECESSARY PLANS FOR THE EXTENSION OF THEIR RESPECTIVE UTILITIES. IT SWILL eE THE CONTRACTOR'S RESPONSIBILITY TO COOFOINATE THESE ACTIVITIES DURING GONSTRLICT ION. ltllt re 11ATJt i0 !j( Amonso 71111( T110 COATS Of "AWS /0LF1lt' riff nut. (LOSS. twangs TO AE NNftuA 1A•t',eis 0i PCTOSMITS TO CO4FOAN 10 A.K.W.A, iftCIfICATICr1j C 34F -S4 It! ftf04liCOVACSS7 ,e MO OVAL tq4 t -Plgct WAR. SPA. 0TAAANG Tat Ail' AT ME GADU1P LIT! Of M(M/MIIS MARL O?gOSN TO CITY 01100014OR SILT. -+. it1RLN 10 TACT SMUT OA AS 01AEC110 ST VIAL OSPNITNV►4T. with PAClos�T itoult AFSFaM6ta;LlrAolrs *Hem. 10 A •NAICAS o► OIL. 011. Mgt-AVM f4MLL INK 101 LOSS l W NO "C' AIM COLS: Tt2 4Yf0A StaN Sack'. Nowt A MASS SLEEK. To TO CCIHSSu OIIAVIL pit CR178NE Rocs it Io Ivry • • A. trIG N4S fl W.1. AE EQJlff(p ulm The PUf€A 0ISQMACI FOOT M 0h0.L root Ar N,f.T. MATS MO 4.00 t'" N.S.T. t'IIa1M11'S St(a4.L NAK A S" N.J. 100104 1. GTIONi011 OP01 -LIFT MYR OPINING( 1a/T. SHALL OF RESIGOO FM A 41" 14AT ANO CON•ECTION MAD SU4' G0M YKV[ CM'1NING, P(* OISaWI(a PORT. LULL NLYt IU A1WK OWE ltKl rQ !404 0. 10 K U.L. IWPRQWo APO PARE A T" OP0AAT110G Wt. 4'. 1I" TOP l$CTION CAST 111011 YALK ,WIN WIlIl SLIDING ton4lslc, (Alai woos). o. 1 • C?.5T 19011 TEE - M.4, t N.J. A F.L. 1. 2-31w COATED MCC 14001.0 0005. G. t CT - 1:1:6: 0:NC. NIA POUT IN $►ACE TO BLOCK MNIHTAIN CL 1.).N4CE FOR DOLTS. 11. NNCR•ed INStALLATIaa TO 0t PCA THIS sTArtU:00 PWN N1O AEQU114004TS OF 11.ku1LA MJ'IICIPAL OAR 14.14 AAf. CI TT OADIt.ANC't afT4. STD. HYDRAN ! DETAIL AIL EXIST. F.H. • • • NTS INSTALL 1 -5/4" M.V.O. HYDRAbh : ACC. CONC. BI_O:KING 4 ,• • • • • •• I.E.= 34.0 • • • • EXIST. STORM Nlf ? R?IM =- 38 -0 I . E.: 30.50 UN) E'. 30.10 • t • ••1 0 N SURVEY DATA: ALL TOPOGRAPHIC INPORW T:IUN AND ►EX'S FANG 1.7'1 IL,1`I'I`r.5 SHOWN ON THIS PLAN WIDE OBTAINED FROM BOUNDARY ANP"' TOPOGRAPHIC SURVEY PREPARED BY BUSH,ROED,AND fil':'C'IJI.NGS INC. DATED 8/26/85 JOB NO. 85157 AND FOSTORIA PARK SITE UTILITIES PJJN, DATED 9/9/85, JOB NO. 85184. / 1 / I v. ti // • // l //// ///// // . \• //AIL{, 1-8" 90° END ;MJ- L) 1 -8 "XC" I IJCEI: CONC. B::.00 INC ///, o , /17/2 2" •••••••44.rt T 1" = 30' LEGEND PROPOSED SANITARY SEWER 1..1.1NI', 10° SS--- EXISTING S T.J. SEW. LINE W/ EXISTING CONPOJES w I :XIST.ING WP TER LINE L •• • • ♦• • • PROPOSED WATER LINE W/ PROPOSED FIRE HYDRANT ASSEMBLY 1 EXISTING ASPHALT 1'AVENEE:I' EXIST. 6" SIDE SEWER '1'O BE ABANDONED 24.0 .= 20.0 • • EXIST. SIDE SEWER STUB TO BE CAPPED I.F.= 16.5± LEAN OU`f U E.= IP.00 XIS; SAN. SEWER STUB,/ R.= 15.5 ± . CONTRA (f DR d• -RIFY EXIST) INVERT,' tOR TO CQNSTEUCIION./INSTALL TEE AT ENDj °OF - ST9, ANTJ- END 6" PVC SIDE SEWER AS •..N, AD3UST_RINl TO GRADE • • EXIST. ASPHALT PAVED ---� I I i ,)i2- ._ 2 I.E.= 16.92 . -. 28612 10 "D.I. (CL. 52) - .. S 89', 52 ,1 )21J?10 "D.I.(CL.3). SS 385.97' - N' X1aTS tp 31 17 48 w 50LF 10'1D.I. STUB S. 133rd St. / Q /_ 36 "So 4 -- G G - INSTALL -_ / .I,R•B "X6" `iIa�D1JxL'I.,) 1 -6" GAPE VALVE (M.JXFL) 5 LF h" D.I. EXTENSION 1 --5/4" M.V.O. HYDRANT G ACC. 2 -3/4" COATED STEEL SHACKLE RODS CONC. BLC)CKING P/T EXIST. S.S. MH #M-1\ I� �r.t. / RIM = 18.96 11..7 (10 ") \ 1- 10 "X8" TEE (MJxFL) 140 (6 ") CONE . BLOCKING -- INSTALL - -' - - -- -.... --- -•- - - 1- 10 "X8" TEE (MJK L) 1 -8" GATE VALVE(M7xFL) CONC. BLOCKING EXIST. SS all! 4M -11 RIN1 = 21.7± I.E.= 16.2 INSTALL: 1- 10 "X6" TEE (MJxFL) 1 -6" GATE VALVE (i'UXI -'L) 5 LE 6" D.I. EXTENSION 1 -5/4" ;`I.V.O.HYDRAN'1` '4 ACC. 2 -3/4" COATED STEEL SHACKLE RODS. 1-10" CAP CONC. BLOCKING G CITY a c: H 1. ri w F Azt M'V cc otc orc 11 0 w w 0 cr 10"SS JUL 1 5 1987 H,1 ITUlcu ` 4 • 1111111111111111lI� 1111 11111 111111111111111111111111111111111l1 111111111 111 1111111 1111111111111111111111111111111111.1 2 S. 6 7 0E: (1(' fll.' GZ 1 1111111111(1111111 !1In11111!11111 11111 If the microfilmed document is less clear than this -' t t' ,. -,t•' r r,' ♦ .1 Cal 11 111111111111 111l111I1 111111111111111111 111111111111111111111111' 8 9 10 11 MADE 111 C PMAN,. 12 nc5t if!e) it is ' due to the quality of the original document. -.,.,. , ..: A ..,... ... .. . � :�, ��i✓ 9Z hz CZ' ,2,� -I�• n�.,.,.�I._ .:."��.... Gl 9t �t tit eE Zl a 6, .,...�,: 4 9 9 a t; Z t W,4 CI 11! 1111 11! 111411111411111'inilnnl111111111111111iu11ri111111 I11111111I111111111I111111! 11I111111111II! 111111111111111IIIn11111Ph11111111I1111111n111111111IIn111111ii111111111I1111111111n1111J1 1111111J1111114111111n1n11in1111111111 111 82480 GENERAL'; N 7.. 14 �k. un14 w0 O#� 1� 3' ' ..49i 'da t 01)4oil .; L•1: - t ,: 441'pl*n a 11 .;a 450 r0n 4'' � At pr ®pecti e 'All. t .au tor 1. ; h 1$ or> pp r. t4 ' US .. at;e at for nuxserks etoak,.:..at t P?3.ant nateriai -6Z A.4.00..0 7153 au *tltut '; :° 1° €d t0.4 'positive 41ealn ilA,.. 044:4444 t 014044' !��..F .. •. e!a fl Y i9i�3p1($� ' �ild�tj Ce 34i' , :- a'� 3q o:0#` 3X; LW V saai wisas� Ou►%b $es to i?vathang, $h 4 , tiitol5 �M im . Uf1ee? whoOli to, i 'irm* . yii l,ch rowj 1 08th 'bul,3311 b � Li enclecape oont xictor �a ins otion• and-.r cctptanc . . 'D - Y•.c>^Rrwl4 s�rro.+anErv. — .'?Ntruxh- - ^ ^7.. -y�� .! .y, C< .Y wAre t /i LAN"..: UST Ci2/'/fr704/ /�► /� AC , L'1 ';t4' 7 /' ' / /girl 5/A47 , 9' E ,z -Jo 'Z" aA,z -, o?, 2 3 /°fw4/ 4// ,'' /AC/57 #0 / /Wir d -43' /o t zloeNz rvc / r° „/44/ y 1a? lokl "` '' ` VL//.47A / vt7 ,44 //4Y, /v-fNZ /qtr 42X,414,0463 pz J -. vct r,54w5?3»'rid!ir s +'4i'.;.. ;:�.:..;• ? . • :.�,, �-. :..,. . ,,.:., '.� .. _ • .�.... ._., :.,. �.. ,. .n ., -.. ;,,: cif ��.:.; .. )�. � '�..- /,�,t✓ *fJ 9.y ''P.Si.5i�4iw.��' ',v r �• . _ � � , ....:....'� � � r. ,..,. -'.", .. � `. � r k�. , ra � �,, �' � i .::. Y �9eb�'.#; *.:, 11111.1 111111111111111111111111111111111111111111111111111111111111111111111 1111 1!1ii!jil!1II!1!1111 j1 1 111111! !i!1!I1I1 1 111 0 x, r*c. iw,. 1 h!! lI! II !I!!!Illll!IIi1!I!!II11Ii1II!!I! HII!!II!II.hrn /+ • a 6 7 8 9 10 11 uAtf p+bFp"" 12 If the microfilmed document is less clear than this not5''.,?e, it is due to the quality of the original document. b. ai a 9L sL - . . 471, ei zL 0 1 , b a t 9 Il 1,;��,I!!!I!it I,i! Ill!! I!!i! II; II1 !!!!Inl!Illninn�!I!!I!I!!�!!1► III! ihu! II! nl�l !!!In!!�!n!Inll�n!!I!!!!�!!!! Inn !n!I!I!! !!!!In!! !!nlnu�!n!I!!I!Ii! !Ir! VIII! IIIIIIi! nl!!!! �n!! I!r!�!!!!I!!!!�!!nInII�!!I!Ii!! I